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HomeMy WebLinkAboutR_5998_SVICINITY MAP DEPUTY PWD / CITY ENGINEER R.C.E. NO. 47961 C-4071 PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 GENERAL NOTES JAMBOREE ROAD WIDENING PROJECT FROM BRISTOL STREET NORTH TO FAIRCHILD ROAD LOCATION MAP F W O C ALI TY CI O F N E N I AR A H C RTOP B E TITLE SHEET 1 CITY OF NEWPORT BEACH 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 CITY OF IRVINE C OICNB CONSTRUCTION NOTES DEMOLITION NOTES UTILITY DISPOSITION NOTES SHEET INDEX RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. PROJECT LOCA Tl ON JOHN WAYNE 1 <t AIRPORT C' '1~,<) vs e O,p CITY OF COSTA CITY OF ~ MESA IR~NE # ~ PA.ctF1c NOT TO SCALE PUBLIC WORKS DEPARTMENT 1. 2. 3. 4. 5. 6. 7. 8. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTIRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PRO~SIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTIRUCTION. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. P.C.C. SHALL BE CLASS 560-C-3250. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. ANY DISCREPANCY IN THE DRA'MNGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO l'llLL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRA'MNGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTIRACTOR'S EXPENSE. (D CONSTIRUCT 8" TYPE A PCC CURB AND GUTTER PER CITY OF @ INSTALL 1J• PVC SCH. 40 CONTIROL WIRE SLEEVE VIA DIRECTIONAL NEWPORT BEACH DWG. NO. STD-182-L. BORE 5-f"r BEYOND CURB/SIDEWALK AND 30" MINIMUM COVER. ® CONSTIRUCT 8" TYPE B PCC CURB PER CITY OF NEWPORT BEACH @ INSTALL 2" PURPLE PVC CLASS 315 ISDR 13.5), SOLVENT WELD JOINT DWG. NO. STD-182-L. 1'11TH THRUST BLOCKS IPER IRWD STD. DWG. W-16), IRRIGATION LINE 'MTH G) CONSTIRUCT 2" AC SURFACE COURSE OVER 15" AC BASE COURSE MINIMUM 4' COVER PER DETAIL 1 ON SHEET 3. OVER COMPACTED SUBGRADE. ® CONSTRUCT 8 • TYPE B PCC CURB PER CITY OF NEWPORT BEACH © CONSTIRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. DWG. NO. STD-182-L, MONOLITHICALLY 'MTH ADJACENT SIDEWALK. NO. STD-180-L. @ INSTALL 1~" PVC SCH. 40 CONTIROL WIRE SLEEVE PER DETAIL 501 ON 0 CONSTRUCT 4" THICK COLORED ANO STAMPED HARDSCAPE TO MATCH EXISTING. SHEET 27 130" MINIMUM COVER>. ® CONSTIRUCT CURB RAMP PER CITY OF IRVINE STD PLAN NO 202 @ REMOVE EXISTING WATER METER BOX, BACKFLOW PREVENTER, AND TYPE PER PLAN. • • • ftli~H s~~~1~w1° s~gRPDO:t. Tl~i. 1151t7. A~gN ci~i~u~JR~1~~1Tio (j) CONSTIRUCT LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. PROPOSED IRRIGATION SHOWN ON IRRIGATION PLANS. 303 AND DETAIL 8 ON SHEET 5. ® INSTALL 4" PVC SCH. 40 IRRIGATION SLEEVE PER DETAIL 501 ON ® CONSTIRUCT RETAINING WALL PER RETAINING WALL DETAILS. SHEET 27 130" MINIMUM COVER). ® GRADE SLOPE. @ CONSTRUCT 4" PCC FLARED CURB PER CITY OF IRVINE STD. PLAN NO. 200A. ~ COLDMILL EXISTING PAVEMENT TO A MINIMUM DEPTH OF 2" @ MODIFY EXISTING CONCRETE DITCH TO JOIN V-DITCH. PROTECT EXISTING \.'..'.:'.I • STEEL COVER PLATE IN PLACE. ® CONSTIRUCT 8" TYPE "A-2" PCC CURB AND GUTTER PER CITY OF @ CONSTRUCT 18" RCP PER PLAN AND PROFILE 'MTH BEDDING PER IR~NE STD. PLAN NO. 200. CITY OF IRVINE STD. PLAN NO. 318. @ CONSTIRUCT 10" PCC CURB PER CITY OF IR~NE STD. PLAN NO. 200 ® CONSTRUCT CONCRETE COLLAR PER CITY OF IRVINE STD. PLAN NO. 310. AND DETAIL 1 ON SHEET 4• @ CONSTRUCT CATCH BASIN TYPE II PER PLAN, PROFILE, AND CITY OF @ CONSTRUCT 4" PCC SIDEWALK PER CITY OF IRVINE STD. PLAN NO. 201. IR~NE STD. PLAN NO. 301. @ CONSTIRUCT 2" AC SURFACE COURSE. @ JOIN 18" RCP TO EXISTING JUNCTION STRUCTURE PER APWA STD 335-2. (.?I CONSTRUCT MEDIAN TAPER PER STANDARD PLANS FOR PUBLIC WORKS @ CONSTRUCT CURB INLET TYPE OL -A <L= 71 PER CITY OF NEWPORT \!.::;/ CONSTRUCTION PLAN 140-3. W AND L PER PLAN. BEACH DWG. NO. STD-305-L. @ REMOVE EXISTING PAVEMENT AND SUBGRADE TO 2' BELOW PROPOSED@5 CONSTRUCT CATCH BASIN TYPE I PER PLAN, PROFILE, AND CITY OF TOP OF CURB AND REPLACE WITH CLASS A SOIL. IR~NE STD. PLAN NO. 300. SYMBOL ABBREVIATIONS APPROVED: ___________________ _ DATE: ______ _ @ CONSTRUCT BLOCK PLANTER WALL PER DETAIL 1 ON SHEET 9. @ CONSTRUCT 18" RCP PER PLAN AND PROFILE 'MTH BEDDING CITY OF -0-POWER POLE @ SEWER CLEAN OUT @ SEWER MANHOLE @ STORM DRAIN MANHOLE t,()<l FIRE HYDRANT 1!11 WATER METER Im STREET LIGHT PULL BOX [IS] TRAFFIC SIGNAL PULL BOX ~ STREET LIGHT @ WATER VALVE ('-GUY WIRE It,. SURVEY MONUMENT p SIGN ® VAULT VENT e TREE 11:il IRRIGATION CONTROL VALVE IN) CABLE TV PULL BOX ~ CORING LOCATION (f) ELECTRICAL MANHOLE [EJ ELECTRICAL PULL BOX ~£'.l~i£'.~~£'.~j BUILIDING ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION -----CENTERLINE ------CITY BOUNDARY ---0---0---0--SILT FENCE CONCRETE BARRIER ----S----SEWER LINE -----w-----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLE~SION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCKWALL AB ARV ACP AC AGU BC BCR BFP BK BVC BLK CATV Cl lj:_,c/L CB CNB CL CLR CLSM CONG C&G DW (E) E EC ECR ELEC EVC EXIST FE FG FL FLG FM FW G GV GB (IN ADDlllON TO GREENBOOK SECTION 1-3.2) AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE ABOVE GROUND UTILITY BEGIN CURVE BEGIN CURVE RETURN BACKFLOW PREVENTOR BACK BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CATCH BASIN CITY OF NEWPORT BEACH CLASS CLEAR CON TROLLED LOW STRENGTH MATERIAL CONCRETE CURB AND GUTTER DOMESTIC WATER EXISTING EAST /ELECTRIC END CURVE END CURVE RETURN ELECTRICAL END VERTICAL CURVE EXISTING FLANGED END FINISHED GROUND FLOW LINE FLANGE FORCE MAIN FORWARD GAS GATE VALVE GRADE BREAK GE ICV INST NO INV IP&T LT MAX MED MH MJ MIN MOC MON MOVC NG NTS NO OG (P) PCC PE PROP PB PUE RCP RET RT R/W SCH s,ss sco SD SL SSMH SHT SW SCE GROOVED END IRRIGATION CONTROL VALVE INSTRUMENT NUMBER INVERT IRON PIPE AND TAG LEFT MAXIMUM MEDIAN MANHOLE MECHANICAL JOINT MINIMUM MIDDLE OF CURVE MONUMENT MIDDLE OF VERTICAL CURVE NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PROPOSED PORTLAND CEMENT CONCRETE PLAIN END PROPOSED PULL BOX PUBLIC UTILITY EASEMENT REINFORCED CONCRETE PIPE RETAINING RIGHT RIGHT OF WAY SCHEDULE SEWER SEWER CLEAN OUT STORM DRAIN STREET LIGHT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON PAVEMENT LEGEND 2" SURFACE COURSE OVER 15" BASE COURSE AC PAVEMENT 1½221 2" COLDMILL AND OVERLAY h ><-.] PCC PAVEMENT STAMPED CONCRETE EMERGENCY TELEPHONE NUMBERS SQ STL TC TCE TELE, T TF TS TSP TW UGU w W/ WM DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T IRVINE RANCH WATER DISTRICT COX COMMUNICATIONS CITY OF NEWPORT BEACH UTILITIES DIVISION JIMNI SYSTEMS (PRIVATE SE'MER SYSTEM) ABOVENET MCI (714) 634-326 7 (714) 895-0292 (714) 666-5698 (949) 453-5551 (949) 546-2466 (949) 644-3011 (949) 644-3717 (949) 770-7654 (213) 283-3625 (909) 421-3316 SQUARE STEEL TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TELEPHONE TOP OF FOOTING TIRAFFIC SIGNAL TIRAFFIC SIGNAL POLE TOP OF WALL UNDERGROUND UTILITY WEST/WATER V.,TH WATER METER APPROVED: ___________________ _ APPROVED FOR WORK l'llTHIN CITY OF IRVINE RIGHT OF WAY PLAN CHECK# 502878-EMC PERMIT# 503831-MCE MARK CARROLL R.C.E. 31515 CITY ENGINEER DATE: ______ _ DATE BRISTOL ST. NORTH MACARTHUR BLVD □a s+oo CW) I i-,.. a: en ''°" I 1o+OO '" I l' -------.__ . ), '-. -~' 00 27+□0 2B+□a 29+□□ . ... ·-, ' ' JAMBOREE ROAD NOT TO SCALE 00 34+00 35+00 . : -r~ .,... . • . - I I I I 1/1' FAIRCHILD ROAD @ CONSTIRUCT PEDESTRIAN BARRICADE PER SIGNING AND STIRIPING NEWPORT BEACH DWG. NO. STD-1D6-L. PLAN. @ CONSTRUCT PCC SI.OPE LINING AND PCC CUTOFF WALL PER DETAIL 7 ON SHEET 5. ffi@ CONSTRUCT CABLE RAILING END SPAN PER DETAIL 3 ON SHEET 5. @ INSTALL LIGHT ROCK SLOPE PROTECTION (RSPl l'llTH MIRAFI ffi@ INSTALL NEW 2" WATER SER~CE PER IRWD STD. DWG NO W-2. 11 OON /15 /300 FILTER FABRIC. REMOVE EXISTING COPPER TUBING AND CAP AT CORP STOP. REMOVE /49' CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH DWG. AND INSTALL NEW 2" BACKFLOW PREVENTER 11' MAX BEHIND METER) '-:::V NO STD-313-L PER IRWD STD. DWG NO. W-6 AND CONNECT TO EXISTING PRIVATE • • WATER LINES. @ CONSTRUCT 6" A TIRIUM GRATE AND JOIN TO CATCH BASIN WITH 4" PVC. @ CONSTIRUCT LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. fs1\ CONSTRUCT UNDER SIDEWALK DRAIN (4" SCHEDULE 40 PVC PIPE) PER 303 AND DETAIL 6 ON SHEET 5. \::'.'.I CITY OF IRVINE STD. PLAN NO. 305. @ CONSTIRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH DWG. fs2' CONSTRUCT RETAINING WALL DRAINAGE SYSTEM 14" SCHEDULE 40 NO. STD-304-L AND DETAIL SHOWN PER PLAN. '-::!;} PVC PIPE) PER DETAIL 6 ON SHEET 9. @ CONSTIRUCT DECORATIVE CONCRETE BARRIER WITH PILE SUPPORTS PER DETAIL 8 ON SHEET 8. @ CONSTIRUCT TEMPORARY SILT FENCE 16' HIGH WITH 2' EMBEDMENTl PER 2009 CASQA CONSTRUCTION BMP HANDBOOK STANDARD SE-1. @ CONSTIRUCT PCC V-DITCH PER DETAIL 4 ON SHEET 5. @ CONSTIRUCT 8" TYPE "C" PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. DWG. NO. 183-L. @ CONSTRUCT 4" PCC PAD. @ CONSTRUCT 6" PCC PAD. @ CONSTRUCT MODIFlED CURB INLET TYPE OS PER PER CITY OF NEWPORT BEACH DWG. NO. STD-306-L, PLAN, PROFILE, AND DETAIL 1 ON SHEET 11. @ CONSTRUCT CURB INLET TYPE OS IL=3.5') PER CITY OF NEWPORT BEACH DWG. NO. STD-306-L. @ CONSTRUCT CURB RAMP CASE 'i-1" W1TH DETECTABLE WARNING SURFACE PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-B AND STD-181-L-D AND REPLACE ADJACENT SIDEWALK TO NEAREST JOINT. @ INSTALL 4" PVC C-900, CLASS 150 SEWER FORCE MAIN l'llTH 4' MINIMUM COVER. SEWER TRENCH PER DETAIL 3 ON SHEET 12. @ INSTALL 90" 4" DI BEND. @ CONSTIRUCT 8" TYPE C PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH DWG. NO. STD-183-L, W1TH MODIFIED GUTTER PER @ INSTALL 45" 4" DI BEND. DETAIL 5 ON SHEET 6. @ INSTALL TRUNCATED DOMES PER CITY OF NEWPORT BEACH DWG. NO. @ CONSTRUCT THRUST BLOCK PER IRWD STD. DWG. NO. W-16. STD-181-L-C AND STD-181-L-D. @ JOIN EXISTING FORCE MAIN 'MTH FERNCO FLEXIBLE COUPLING OR ® INSTALL 4" PVC SCH. 40 IRRIGATION PIPE SLEEVE VIA DIRECTIONAL EQUAL. CONTIRACTOR SHALL VERIFY THE LOCATION AND ELEVATION BORE 5-FT BEYOND CURB/SIDEWALK AND 30" MINIMUM COVER. OF THE EXISTING SEWER PRIOR TO CONSTRUCTION. ~ PROTECT IN PLACE <ITEM PER PLAN). [j] REMOVE (ITEM PER PLAN). [I] SAWCUT AND REMOVE (ITEM PER PLAN). w RELOCATE (ITEM PER PLAN). ® PROTECT IN PLACE (ITEM PER PLAN). (D REMOVE (ITEM PER PLAN). m [fil [I] CLEAR AND GRUB EXISTING LANDSCAPING. DISPOSITION OF EXISTING TRAFFIC SIGN PER SIGNING AND STRIPING PLAN. REMOVE AND SALVAGE (ITEM PER PLAN). @ REMOVE BY COX (ITEM PER PLAN). @ RELOCATE BY SOCAL EDISON (ITEM PER PLAN). @ ADJUST TO GRADE (ITEM PER PLAN). @ RELOCATE BY AT&T (ITEM PER PLANl. @ RELOCATE (ITEM PER PLAN). @ RELOCATE BY COX (ITEM PER PLAN). © DISPOSITION OF EXISTING IRRIGATION APPURTENANCE PER IRRIGATION 113' ADJUST TO GRADE BY ABOVENET (ITEM PER PLAN) PLAN. <ITEM PER PLAN). ~ • @ DISPOSITION OF EXISTING TRAFFIC SIGNAL APPURTENANCE PER @ ADJUST TO GRADE BY AT&T (ITEM PER PLAN!. TRAFFIC SIGNAL MODIFICATION PLAN. (ITEM PER PLAN). @ INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL MODIFICATION PLAN. (j) DISPOSITION OF EXISTING DRAINAGE FACILITY PER DRAINAGE PLAN. (ITEM PER PLAN). @ CONSTRUCT DRAINAGE FACILITY PER DRAINAGE PLAN. IITEM PER PLAN). TITILE SHEET 12 SEWER FORCE MAIN PLAN @) CONSTRUCT PRIVATE 4" SEWER FORCE MAIN PER SEWER FORCE MAIN RELOCATION PLAN. @ ADJUST TO GRADE BY MCI (ITEM PER PLANl. @ RELOCATE BY MCI (ITEM PER PLAN). 2 TYPICAL SECTIONS 13 SIGNING AND STRIPING PLAN 3-4 STREET PLAN & PROFILE 14-16 TRAFFIC SIGNAL MODIFICATION PLAN 5-6 CONSTRUCTION DETAILS 17-22 TIRAFFIC CONTIROL PLAN 7-9 STRUCTURAL DETAILS 23-31 LANDSCAPING & IRRIGATION PLAN 10-11 STORM DRAIN PLAN & PROFILE "' • " ._: >--5 I 5 z :s a_ ' 0 0 ~I ~ C 0 a: -C • E ~ -~ E "' • t IJJ I 5 ~ ~ m C 0 ~ ~ 0 ...,/ < □ !:: ~ ~)?.. ::, "' IJJ ~ "/ 00 00 -:g ' ...i IJJ ,-.. z,. < m c[ t 1-------------------------r-------------------------------r----,----------------,---------,------------------,----------------+----,-----------------,--------~----------------------t ~ -~ z 0 CALL TOLL FREE 811 BEFORE YOU DIG BASIS OF BEARINGS: THE HORIZONTAL CONTROL IS BASED ON THE ORANGE COUNTY SURVEY CONTROL STATIONS GPS NO. 6168R1 AND 6211 BEING N10"59'03"E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: , lJ, VA Consulting, Inc. yt~ l===EN=GI=NEE=RS=•=PLANN==ER=S(=• S=URVEY)==O=RS===I -~ 6400 OAK CANYON, sum: 150 949 474-1400 ill CONSULTING IR"1NE, CA 92618 {949) 261-8482 FAX UNDER THE SUPERVISION OF: uJ -::, ~ ~x IRVINE RANCH WATER DISTRICT APPROVAL RECOMMENDED: REVIE'MED: "' APPROVAL OF DOMESTIC WATER FACIUllES "-::, " "- " N zo o. 6346 ~ ~ xp. 09/3 1-----------------+-----------------------------1 ~ ~ MARK HARMON ANDY TRAN, RCE 63670 APPROVED BY DATE MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR SENIOR Cl~L ENGINEER OCS 2001 BM : 3J-13-70, ELEVATION: 54.540 FEET (NAVD88). C IL i!J ~ MONUMENT IS LOCATED IN THE SOUTHERLY CORNER OF THE INTERSECTION 'lfq,16/>l 1----------1 is~ DESIGNED: DRAWN: SUPER\1SED BY DATE JWW JMS JWW JMS DATE: CHECKED: DATE: OF JAMBOREE ROAD AND FAIRCHILD JEFF W. WILKERSON R.C.E. 63466 DATE SHEET OF g: '-~-------------------~----------------------------~----------------~--------~---------------~---------------+-------~-----~~~--------------------~------~ ~ g REVIEWED BY DATE MRH 08 09 12 TYPICAL SECTIONS 2 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 JAMBOREE RD. TYPICAL SECTION MACARTHUR BLVD. TO 20+65.56 JAMBOREE RD. TYPICAL SECTION 21+01.25 TO 23+60.00 JAMBOREE RD. TYPICAL SECTION 20+65.56 TO 21+01.25 JAMBOREE RD. TYPICAL SECTION 23+60.00 TO 24+80.00 JAMBOREE RD. TYPICAL SECTION 24+80.00 TO CENTERPOINTE JAMBOREE RD. TYPICAL SECTION STA 15+87.00 TO STA 17+25.81 JAMBOREE RD. TYPICAL SECTION STA 17+25.81 TO MACARTHUR BLVD. JAMBOREE RD. TYPICAL SECTION STA 14+87.00 TO STA 15+87.00 RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. i CNB I COi (E) R/W (P) R/W (P) TCE i ~NB I co~ (E) R/W CONSTRUCTION NOTES (Pl R/W i I ____________________________ _,_ ________ I I 74' TO 76' ! ! 16' TO 18' I 71.9' TO 74' ! ! 18' TO 20' (Pl TCE I CD CONSTRUCT 8" TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. (E) R/W (661 (56 ') TO 62.5' 10' (56') 1-- 1 I I I CITY OF NEWPORT BEACH NOT TO SCALE i 16' TO 40' ffi 24 ELEC DEPTH=±3.3' r CDFG JURISDICTIONAL BOUNDARY (NO ACCESS / PROTECT IN PLACE) i SNB I co~ I I ffi (E) R/W I (661 i I 1-- 1 I I I i I p MEDIAN (1.5%) TO (3 ---~---- DEPTH=±4.5' ~~ ~~ ~ 21.5' TO 24.5' 49.1' TO 72.1' CITY OF NEWPORT BEACH NOT TO SCALE (56') 7 TO 8.5' (Pl SCE SER'ACE CONDUIT PER TRAFFIC SIG. MOD. PLANS (1' CLR TO EXISTING ELEC LIND ELEC p DEPTH=±3.3' (E) R/W I .63' -28 SUBGRADE PREPARATIO 1 PER SPECIFICATIONS (Pl SCE SER'ACE CONDUIT ffi 2" AC SURFACE COURSE OVER 8" AC BASE COURSE OVER CTB 14' I AC 2 I 2" AC SURFACE COURSE OVER 5" AC BASE COURSE 12.5' TO 17.2' CATV P DEPTH=3.5' 16" DW PER TRAFFIC SIG. MOD. PLANS (I' CLR TO EXISTING ELEC LINE) S TO DEPTH=±4.5' 24.5'-24.7' 72.1' TO 73.5' CITY OF NEWPORT BEACH NOT TO SCALE * MATCH EXISTING SUPERELEVATION BETWEEN 21 +01.89 AND APPROXIMATELY 21+ 75. (601 (511 30" RCP DEPTH=±4.5' p (601 (511 30" RCP DEPTH=±4.5' p (601 (511 3' 69' 74' 69' 74' 69' 2" AC SURFACE COURSE OVER 6" AC BASE COURSE 1 ' 30" RCP DEPTH=±4.5' p 14' TO 16' 5' TO 7' 4' TO 6' 8.5' 3.5' I 66.8' TO 69' 18' (511 9 (60') 11.9' TO 14' 5' 15.8' TO 18' 14.5' I 3.5' I G) CONSTRUCT 2" AC SURFACE COURSE OVER 15" AC BASE COURSE OVER COMPACTED SUBGRADE. J" I 2' --- ~ -16' TO 14' Im TO m.s1 3' TO 10.9' ® CONSTRUCT 4" THICK COLORED AND STAMPED HARDSCAPE TO MATCH EXISTING. ® CONSTRUCT RETAINING WALL PER RETAINING WALL DETAILS. ® GRADE SLOPE. @ COLDMILL EXISTING PAVEMENT TO A MINIMUM DEPTH OF 2". 4" SFM ----<1 8 25• _J I l-------"-'-----\-1 13 CITY OF IRVINE NOT TO SCALE SUBGRADE PREPARATION PER SPECIFICATIONS CATV P DEPTH=3.5' (E) R/W (P) R/W 18' 4" SFM ----<1 CATV DEPTH=3.5' p CITY OF IRVINE NOT TO SCALE 14' 18' 5' 14.5' 17 SUBGRADE PREPARATION PER SPECIFICATIONS TEL p DEPTH=±9' (El R/W (P) R/W 52' CATV DEPTH=3.5' 18' 4" SFM ~~1 21' CITY OF IRVINE NOT TO SCALE 14' 18' 5' 14.5' SUBGRADE PREPARATION PER SPECIFICATIONS (TYP.l TEL p DEPTH=±9' I I I I I 2" AC SURFACE--' COURSE OVER 8" AC BASE COURSE OVER CTB 2" AC SURFACE COURSE OVER 5" AC BASE COURSE TEL DEPTH=±2.5' P 1' TO 17.2' 2" AC SURFACE COURSE OVER 6" AC BASE COURSE 1 '-4.1' 4" SFM ~'-'-'-"( 1 19'T021' ~o ~ ' 52' TO 71.9' SUBGRADE PREPARATION PER SPECIFICATIONS (TYP.l @ CONSTRUCT 8" TYPE "A-2" PCC CURB AND GUTTER PER CITY OF IRVINE STD. PLAN NO. 200. @ CONSTRUCT 10" PCC CURB PER CITY OF IRVINE STD. PLAN NO. 200 AND DETAIL 1 ON SHEET 4. @ CONSTRUCT 4" PCC SIDEWALK PER CITY OF IRVINE STD. PLAN NO. 201. @ CONSTRUCT 2" AC SURFACE COURSE. @ REMOVE EXISTING PAVEMENT AND SUBGRADE TO 2' BELOW PROPOSED TOP OF CURB AND REPLACE WITH CLASS A SOIL. @ CONSTRUCT BLOCK PLANTER WALL PER DETAIL 1 ON SHEET 9. @ CONSTRUCT DECORATIVE CONCRETE BARRIER WITH PILE SUPPORTS PER DETAIL 8 ON SHEET 8. ffi 52' TO 82' TO (El C&G 30" RCP DEPTH=±4.5' * fc\ ONLY BETWEEN \.V 23+60 AND 24+24. @ CONSTRUCT TEMPORARY SILT FENCE (6' HIGH 'MTH 2' EMBEDMENTl PER 20D9 CASQA CONSTRUCTION BMP HANDBOOK STANDARD SE-1. (P) TCE (P) TCE I 3.5' I CITY OF IRVINE NOT TO SCALE @ CONSTRUCT PCC V-DITCH PER DETAIL 4 ON SHEET 5. @ CONSTRUCT 6" PCC PAD. @ INSTALL 2" PURPLE PVC CLASS 315 (SDR 13.5), SOLVENT WELD JOINT WITH THRUST BLOCKS (PER IRWD STD. DWG. W-16), IRRIGATION LINE WITH MINIMUM 4' COVER PER DETAIL 1 ON SHEET 3. @ INSTALL 1~" PVC SCH. 40 CONTROL V.,RE SLEEVE PER DETAIL 501 ON SHEET 27 (30" MINIMUM COVER). 66.6' TO 71.9' (60') (El R/W (P) R/W 9.7' TO 11.9' ! ! 18' TO 61' (Pl TCE I I I I @ CONSTRUCT 4" PCC FLARED CURB PER CITY OF IR'ANE STID. PLAN NO. 200A. @ INSTALL 4" PVC C-900, CLASS 150 SEWER FORCE MAIN WITH 4' MINIMUM COVER. SEWER TRENCH PER DETAIL 3 ON SHEET 12. DEMOLITION NOTES SA 2' 14 2" AC SURFACE COURSE OVER 8" AC BASE COURSE OVER CTB 1 ' (4 ') (511 5.1' TO 7.6' (21 10 14 2• EPTH=±2.5' 64.7' TO 71.9' 64.7' TO 66.8' 13.6' TO 15.8' 2' 14 10 16.7' TO 19' 11 / / TEL 5' I I 3.5' I ---2% 1/ -----/1 --- /// I SUBGRADE PREPARATION PER SPECIFICATIONS (TYP.l ~ PROTECT IN PLACE (ITEM PER PLAN). [I] SAWCUT AND REMOVE (ITEM PER PLAN). UTILITY NOTES ® PROTECT IN PLACE (ITEM PER PLAN>. (D REMOVE UTEM PER PLAN). ffi 2" AC SURFACE COURSE OVER 6" AC BASE COURSE CATV DEPTH=3.5' p DEPTH=±9' --- 30" RCP DEPTH=±4.5' P CITY OF IRVINE NOT TO SCALE IRWD STANDARD WATER NOTES: 1. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL," AS LAST REVISED. 2. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR ( 4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR (949) 453-5615. 3. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELID ON THE JOB SITE 48-HOURS PRIOR TO START OF WORK. 4. THE WATER SYSTEM IS TO BE STAKED BY THE CONTRACTOR AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. 5. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. 6. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING CONSTRUCTION, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-23. 7. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. 8. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION PER DRAWING W-8. 9. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 200, AWWA C-900 PVC, UNLESS OTHERWISE NOTED. 10. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. IRWD ADDITIONAL GENERAL NOTES: 1. THE CONTRACTOR SHALL HAVE A COPY OF THE IRWO CONSTRUCTION MANUAL. THE SIGNED APPROVED PLANS AND SPECIFICATIONS ON SITE AT ALL TIMES. 2. THE IRWO INSPECTION REPRESENTATIVE SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS PRIOR TO PRE-GRADING MEETING, BEGINNING CONSTRUCTION, AND ANY REQUIRED OBSERVATION. NO FACILITY SHALL BE BACKFILLED UNTIL INSPECTED BY IRWD. STANDARD WORKING HOURS FOR IRWD INSPECTION/OPERATIONS PERSONNEL ARE 7:00 AM TO 3:30 PM, MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELID, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. 11. v.,HERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. 12. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. 13. CURBS SHALL BE INSCRIBED WITH A "W" BY A 4" GRINDER INDICATING LOCATIONS OF ALL DOMESTIC WATER SER~CES. 14. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MORE. 15. CURBS SHALL BE INSCRIBED BY A 4" GRINDER V.,TH TIE DOWNS FOR ALL VALVE LOCATIONS. 16. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. 17. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVITY, TURBIDITY AND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE LESS THAN 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE. 18. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C-34 LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE. 19. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATERING PERMIT FROM THE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF CONSTRUCTION. "' • " >-' 0 N 0 I 5 z :'.'i 0. ~ ~ C C !j; C • E ~ e ~ ,!§ ~ in I 5 z :'.'i ~ • 6 i 0 _,.,,.. <O I= 0 _< ~~ ::, "' Vl ,5 .,.,,.. 00 00 -1l I ,,j Vl ,._ z,.., </ ..., . 0. 0 ~--------------~----------------~--------~-~----~-----------------~---~---------~-----------------------------< r .~ z e "' 0. :,; / IRVINE RANCH WATER DISTRICT APPROVAL OF DOMESTIC WATER FACILITIES VA Consulting, Inc. ~ ENGINEERS • PLANNERS • SURVEYORS --f==========I -6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL CONSULTING IR\IINE, CA 9261B (949) 261-B482 FAX APPROVED BY DATE UNDER THE SUPERVISION OF: SUPERVISED BY DATE APPROVAL RECOMMENDED: ~x ~ 0. ::, " -< "' .... ANDY TRAN RCE 63670 ~ -<: SENIOR CIVIL ENGINEER i's ;;; l---~-+--------+---------------------+-------11---=-=----r-=-:-:::c---i-----------------------r----------i~~ A2 04/12/13 AS BUILT PLANS DESIGNED: DRAWN: [:J ,..,_ 1£c,. JWW,JMS JWW,JMS I---------< "'-..... 0 .... REv1EWED BY DATE JEFF W. WILKERSON R.C.E. 63466 DA TE NO. DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: MRH DA TE:08 09 12 SHEET OF §l ~ 1--------------------------------------------~---------------~----------------~--------~-~---~------------------~--~1------~--~~~--------------------~------~~o 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 STREET PLAN AND PROFILE 3 STA 14+87.00 TO STA 17+50.00 CONDUIT LOCATION DETAILIRRIGATION & ELECTRICAL TRENCH SECTION GUTTER TRANSITION DETAIL RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. I I f--------, 70 }-----t---------t------------t----------t--------t---------t------------t---f/ __ V..::..__"-_.::,.c:f~::,,,..:=v,v~~::=,:;,::::=:::::-,-----t----------t------1H~:!:!---t-------i-[z[}-- ( \ M \ 5 ' I 3' f---------f---------_jf-------------+-------------+------------l-------------1-----------+----'(~--<c Jilu,-,---rn-+------+:j'zRJ .. 'A\NNiASc---+. --,-'rf'A1::, r,;rG-----rop-Q, TRANS. W _---R 1 -telf' \.,UI\U '" ~ ~:+--------■f--1----1-----------1 '> -:;, U 00 CC TRANS. 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I~ r----------,----------------ii-----------,----------------ir-----------,-----------r-----------,---1'-------~b----,,.TTicr-".~~cc;s~~='c::-::t-~'-{>c:::=:--"-'fsF'------;J;f..cl·--;at · 8 <.!> LI... ~ ~ -•,4 J,t \~I--------~ ~ ~ : :::. ~ ,-- --------- I ;'!: N+ !::: ~ 1 o~r--tt1t~;t_,-~-"=··2~0~~~-~-~-t-~ij~~~-~~tl=~•-t==⇒======~ 1------------+--------------11------------+--------------11-------------+------------1-------------+----+-------1------=i---~+-t----/-~o m -4 Be-. ---...... ...._ I -,_: to / CD __, ;%' 4 -J4 :.-~ ', oo ....i-o r---<--' LL.. -.6QJ( .___ -~ rl'I , :J; I -. ....= o r---(.!) LL.. / 4.-eez,.,., i --.-~.._... a--:t-r---/ i / 12\ I A ~ w "' / w '+ ~,_NOJoffi_J C"'-1 __,,,,. ...-w 0''· co ,0 L.a... I - Pf OPOSED FLOWLINE AT _1 1' -,:t sl si' f,;J ~ rn _, ...J ...-r---(0 O)_(.!J,-f-L'-·---iij~---+----------1 IGHT CONC. BARRIER 9s :(:: 9s -".' "'c:::1 ~ -'-1--------1 30 1-----+-----------+-----------1------------1---------------11-------------1-------------1-------------+.;.;,..::"-'-''--''-"-'-'-"-:........cc:..:....:;...:..:..:.:.=.:.._---1-_ _,_,c1,-__ ---,;.~,-"-'-!------l-----"""-l--=i=-+-"-----1----~-'3QL-o:: ii 111 0:: ~ ~ ~ ~-J ~ II ;". Ii II II ;l-¼----1::=----+----------t ih > 1n, II 11 ;;1;: :::::: ~ ,-z ii ~ 11 11 Z ~· ..- f------------+---------------lf-----------------+---------------lf-----------------+------------f-----------------+------------f-------------+--~+-++-~~'-oo,t=--1=~=="1=~-----i.-----.~----+----------j ~ F=:: ii 1; II JI LO F=: TRANS. ~ + ,.....:: I 11 II JI +8-(:>---+------a----,:::e: "' N '1 II 1---ir----UJ N ...-~_J I \1 117 -,c_-__ +---------l---------l-----------j 'ii:\-, ~-•-------e:,---a,,, SCALE: i------------+---------------jf------------------j------------------jt--------------+------------i----------------i------------i----------------i------------t----------------j HORIZ: 1"•40' VERT: 1"=8' 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES CD CONSTRUCT 8" TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH DWG. NO. SlD-182-L. G) CONSTRUCT 2" AC SURFACE COURSE OVER 15" AC BASE COURSE OVER COMPACTED SUBGRADE. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH DWG. NO. SlD-304-L AND DETAIL SHOWN PER PLAN. @) CONSTRUCT DECORAllVE CONCRETE BARRIER Willi PILE SUPPORTS PER DETAIL 8 ON SHEET 8. @ CONSTRUCT TEMPORARY SILT FENCE 16' HIGH 1'11TH 2' EMBEDMEND PER 2009 CASQA CONSTRUCTION BMP HANDBOOK STANDARD SE-1. ® INSTALL 4" PVC SCH. 40 IRRIGAllON PIPE SLEEVE VIA DIRECllONAL BORE 5-FT BEYOND CURB /SIDEWALK AND 30" MINIMUM COVER. @ INSTALL 1J" PVC SCH. 40 CONTROL WIRE SLEEVE VIA DIRECllONAL BORE 5-FI BEYOND CURB/SIDEWALK AND 30" MINIMUM COVER. ® INSTALL 2" PURPLE PVC CLASS 315 (SDR 13.5), SOLVENT WELD JOINT WITH THRUST BLOCKS (PER IRWD SlD. DWG. W-161, IRRIGA llON LINE WITH MINIMUM 4' COVER PER DETAIL 1 ON SHEET 3. @ INSTALL 1¼" PVC SCH. 40 CONTROL WIRE SLEEVE PER DETAIL 501 ON SHEET 27 (30" MINIMUM COVER!. @ REMOVE EXISllNG WATER METER BOX, BACKFLOW PREVENTER, AND WATER SERVICE TO CORPORATION STOP AND CONSTRUCT UllLITY TRENCH PER IRWD SlD. DWG. NO. W-17. JOIN WATER SERVICE TO PROPOSED IRRIGATION SHOWN ON IRRIGATION PLANS. DEMOLITION NOTES ~ PROTECT IN PLACE (ITEM PER PLAN!. [I) SAWCUT AND REMOVE !ITEM PER PLAN! . UTILITY NOTES ® PROTECT IN PLACE (ITEM PER PLAN! . Q) REMOVE (ITEM PER PLAN!. @ DISPOSlllON OF EXISllNG TRAFFIC SIGNAL APPURTENANCE PER TRAFFIC SIGNAL MODIFICATION PLAN. UTEM PER PLAN!. @ CONSTRUCT DRAINAGE FACILITY PER DRAINAGE PLAN. (ITEM PER PLAN!. @ REMOVE BY COX (ITEM PER PLAN). @ RELOCATE BY COX (ITEM PER PLAN!. @ ADJUST TO GRADE BY AT&T (ITEM PER PLAN). - V V V V V BRISTOL ST. S. SR-73 I BRISTOL ST. N. I I I :1 "' 11 :1 I I -I ~' ,-, '0 "'\ JAMBOREE ROAD : ~ ""-------------------1-1 ______ ____,_ ________ __,,,~ -I I f ~ --~ I I I ..,"9i:.=,:i,:;;:::::;;..=-----------------t---------j-----------cs;:;;;;:::;;{:;?'1 ~: \ f .......................... --· .... .. .... .... .... .... .. ' r -=./.': __ re __ ~ .. '.' ..... ~._T __ --~~-_ .. '.':-' ... "-- 1 I 54" RCP SD (CNBl ~ 8+00 : ~"": 1 MODIFIED GUTTER,1-----3'----'--+--'2'-,' -t ~ I® "?' \ ,,;;-TYPICAL ~;._ .,.--":' , GUTTER J 1 'L 11 1~----~-•"-' 11 ULTEL MH 11 11 ~I l7 TEL 1 r 1 v VAULT I I I I ---------,~ SCALE: NTS \!::._} --1 -----A , - "-' I ,;f I/ I I 9+00 I I I I . ..,. DEPTH;±14' P 84" RCP SD (CNBlr.: l ---TV-----TV-----TV-----~-, J, I II ~•(SGCAGSl p ~ ~ to 12" ACP DW , DEPTH;±11''--I • -@ (IRWDl p -(Pl ADVA LOOP CONDUIT I rJ.lG-------Gj----G-----G----G--------G-----G---1' G-----G-----G-----G ------G~R 1R1 "SIGG MOD. PLA~"W-' 1/ --I •0 .. ~ 12"w--1'5'!-S-S--12"W -iP,, -.RVICtCONOOlT /,,I/ ~ E~ I " -------................ ____ .... .... .. .... ,... -.1.c; W Dl.....J..ll tJ,/ < , ~ i:t: .. "'R , ,,.... ,; ·nw ->1\1. ~.,... _ □ I / -¥ ¥ ¥ -/ ,, l!I.,, 10+00 I 11+00 ! © 12-lfQP l 13+00 _-<)14+00 Ii,~ 1 _ -_,,.,~,UC" / j 6+M o .. .. .. ,,~1/ I Lt£ DATA VSR-73 NBI ( LINE LENGTH BEARING ONRAMP Ii_ L1 60.00' S41"57'05''W' ( L2 13.63' S60' 4817''\V' I \ ( \ L3 173.00' N42'07'53"E' ~DATA I CURVE LENGTr RADIUS DELTA TANGENT I C1 13.16' 40.00' 18'51 '11" 6.64' \ \ 166.9'RT I ~-- \ C2 14.49' 40.75' 20'22'24" 7.32' ~ SR-73 NB ONRAMP v 1-w w J: en w w en I 0 I\ It,) I+ ' :::: <( I I I > I > \ I (Pl FINISH SURFACE\ I V/////////V/// 14 10 1/ I DC ~ 0 TRENCH WIDTH ~ I u ""' "' z ..,: ::s :!:! ;,. ,,,,--CLEAN COMPACTED / BACKFILL f PIPE LOCATOR -1--@ I -- ® ~ I 4" 4" ~ 'MIN MIN {El 16" WATER NOTE: PIPE BEDDING PER IRWD STD. DWG. NO. W-17 CONSTRUCllON NOTES 33 & 35 CD NOT TO SCALE . . / & ---- GRAPHIC SCALE ✓'-1;, 40 0 40 120 I ' SCALE: 1" = 40' i ,-: ill 0 I 5 z :'.'i "-~ ~ C 0 ~ C ~ E ~ e ~ § ~ 1n I 5 z :'.'i ~ 0 C 0 I □ _,,,.. <□ I= □ _< ~~ ::, ~ V> ,5 .,,,.. 00 00 -g I ,,j V> " z ,., < / --' 0 "--.; ~---------------~-----------------~--------~-~~---~-------------------~---~---------~---------------------------------jr~ z e "' "-~,,.. ~(l'ESS/0i,;-~ x r/[fJ, '-\ ~. rr1,',..,"I( ~ ~ ;! ~ No. 63466 gj ANDY TRAN RCE 63670 ~ :': * Exp. 09/30/12 1--~-+-----l-------------------------+-------t-:c::":'c:-SE:-cN=:IO_R_CI_VlrL:-::Ec-:NccGl:-cN_EE_R_--t-_____________________ ---r _______ 7 ~: CD SUPE~SED BY DATE ~1" C/Vll #';'<' 1-04/12/13 AS BUILT PLANS DESIGNED: DRAWN: [:J ~ -----------------------, 1 ~ Cf>-ll~ 1.£; JWW,JMS JWW,JMS ,__ ______ __, is::,.. SCALE: l ";lO' JEFF W. WILKERSON R.C.E. 63466 DATE NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF !ll ~ ,__-------------------------------------------~-R~_I_~_D_BY _________ M_TE ___ ~,__ ________________ ~ _________ ,___·~---~-------------------~---~---~M~RH~ __ 0~8~I/~(09~1/~1=2,__ _____________________ ~------~~~ IRVINE RANCH WATER DISTRICT APPROVAL OF DOMESTIC WATER FACILJTIES APPROVED BY MTE ' IA" t==v=EN=A=GIN=S= 0 =s n=· ·=~="=!!=~=~=s!=:VEY=I=~=!=·==! ~ 64-00 OAK CANYON, SUITE 150 (949) 474-14DO TEL CONSULTING IRl'INE, CA 9261B (949) 261-B4B2 FAX UNDER THE SUPERVISION OF: APPROVAL RECOMMENDED: 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 4 STREET PLAN AND PROFILE STA 17+50.00 TO CENTERPOINTE 10" MEDIAN CURB DETAIL RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. ---------- -..., N v EXISTING GROUND 120.00' MEDIAN TAPER "' u 0 0:, ::,;; CD 0:, c.o CD CD '-" '-" "' 8 (..) 8 a. (..) ... c f- 0 00 r:: "' r--+o 0 -u ;;, (..) u O · -0 f-0 0 st-00 "' "' -m r-<Q ... "' + ..., + N "' .,; "' "' "' N "' N "' N "' ... ..:; N L.J ..:; N 1. . .4%.-=~-------+----------+----P-RO_P~O-S~ED_L~EF~Tc1:---TO_P---+ _____ ---+ ____ _____, OF MEDIAN CUR 120.00' MEDIAN TAPER CONSTRUCTION NOTES G) CONSTRUCT 8" TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. G) CONSTRUCT 2" AC SURFACE COURSE OVER 15" AC BASE COURSE OVER COMPACTED SUBGRADE. ® CONSTRUCT 4" THICK COLORED AND STAMPED HARDSCAPE TO MATCH EXISTING. ® CONSTRUCT CURB RAMP PER CITY OF IRVINE STD. PLAN NO. 202. TYPE PER PLAN . ® GRADE SLOPE. @ COLDMILL EXISTING PAVEMENT TO A MINIMUM DEPTH OF 2" . @ CONSTRUCT 8" TYPE "A-2" PCC CURB AND GUTTER PER CITY OF IRVINE STD. PLAN NO. 200. @ CONSTRUCT 10" PCC CURB PER CITY OF IRVINE STD. PLAN NO. 200 AND DETAIL 1 ON SHEET 4. AT CENTERLINE CD ~ 0 IDENTICAL t-----------t----------1-------t--------------t-------------+---------j--------t---------------;-----------------1t--------j-----t--------=--.rr-----t---t-----e>·f-----------=-t----t-;::;_ __ ,_===------+------------t o O g o ~ ~ ;;, ~ POINT CD @ CONSTRUCT 4" PCC SIDEWALK PER CITY OF IRVINE STD. PLAN NO. 201. @ CONSTRUCT 2" AC SURFACE COURSE. . o•+------o-t-~,..a:-t'--+-----------t-------7 I f-------------f------------j------~8. +--l'-14---E-I± '-" "' 0:, '-" c.o ~ f----------+----Pl-a-----+:IF-''-'---77=---'-V:..:aC~:J6.48-l'--\/e-E-l±V~-------1------------+----------;---------1------------+-----------=c--------1t--ut-----=-i CD CD <>:: CD c.o L.J 0 a. 0 0 u 0 u-j 0 ~ 0 a. a<C 00 ·~ m -moo Nc.o l,(10l +~ -~--~--~----~ +..., I +. U)rrj LOI"') L()I""') 0 @ CONSTRUCT MEDIAN TAPER PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PLAN 140-3. W AND L PER PLAN . =f----+--"'"'-J-,~ N LO N LO N Li1 35.45' 25.46' 44.53' vc 6.89' CD '-" '-" 0 (..) (..) 0 o<C . f-f- u-j f-0 .... <DZ "' "' ,.._ +o 0 N ... ,.,._z 0 ... -N L.J "' ... N "' HORIZ. CURI/E ORI • HORIZ. TANGENT IDENTICAL 1--------------l-----c=-=--------+------l--+-I-G\JR-'IE ----eURVE---t---t-+-----------+------,-,7'Tll CCT-+--e0•·r-----ll----------9, ::,;; CD 0 (..) 0 0 ·(,::) 0 0 u-j f-0 <D r--(..) "' ..:; -+-+ , .... ..., L.J ..., cxi N CD ... N m ... "' @ REMOVE EXISTING PAVEMENT AND SUBGRADE TO 2' BELOW PROPOSED TOP OF CURB AND REPLACE WITH CLASS A SOIL. 0 _.,,, __ 'F cxi N r--"' 0 + ~ N N .... r--N (0 N .... u-j ... ,,...---,_, -N ... --~- ---z: • T. EXISTING GROUND AT CENTERLINE -1.55% 19.00 29.10' TANGE T CURB RETURN %"~ ~ ' _J u_ N "' N 0 ..:; CD CD <!> a o" 0 "' (..) f- u-j F r--m N <O + 00 "' -N "' N "' --- 1.36% . 5.76' CUR RETURN "' 10.00' TANGENT @ CONSTRUCT BLOCK PLANTER WALL PER DETAIL 1 ON SHEET 9. ffi@ INSTALL NEW 2" WATER SERVICE PER IRWD STD. DWG NO W-2 . REMOVE EXISTING COPPER TUBING AND CAP AT CORP STOP. REMOVE AND INSTALL NEW 2" BACKFLOW PREVENTER 11' MAX BEHIND METER! PER IRWD STD. DWG NO. W-6 AND CONNECT TO EXISTING PRIVATE WATER LINES. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO . 303 AND DETAIL 6 ON SHEET 5. @ CONSTRUCT PCC V-DITCH PER DETAIL 4 ON SHEET 5. @ CONSTRUCT 8" TYPE "C" PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. DWG. NO. 183-L. 1----------+--------<111::1:-----~=-t-:----:-"'4-----H------':::-'-'Rc'cO"--:P-='O"=Sc"'E7.D:::l-=:-'T...,O'--'-P___,O,_,_F ____ --c~~-1---+--+------~-+--~-+---~-0 9.27' 3' RIGHT CU B . 0 u ~ ~ ~ ~ 0 >- . f- '? co +"': 2.25% 2.06% 2..03% ~9%,-+-----\-------------+--------------+----------------<-----------< ® INSTALL 4" PVC SCH. 40 IRRIGATION PIPE SLEEVE VIA DIRECTIONAL BORE 5-FT BEYOND CURB /SIDEWALK AND 30" MINIMUM COVER. ® INSTALL 1~" PVC SCH. 40 CONTROL WIRE SLEEVE VIA DIRECTIONAL BORE 5-F'"r BEYOND CURB /SIDEWALK AND 30" MINIMUM COVER. N v 1'i,.. 2.50% EXISTING RIGHT TOP OF CURB PROPOSED RIGHT TOP OF CURB 12.52%)=:t--F'?-'-'%"'--,----------+-----------+------------+-----------+------------+-----------+-------------+--------j SCALE: @ INSTALL 2" PURPLE PVC CLASS 315 ISDR 13.5), SOLVENT WELD JOINT WITIH TIHRUST BLOCKS !PER IRWD STD. DWG. W-161, IRRIGATION LINE WITIH t.tlNIMUt.t 4' COVER PER DETAIL 1 ON SHEET 3. @ INSTALL 1¼" PVC SCH. 40 CONTROL WIRE SLEEVE PER DETAIL 501 ON SHEET 27 130" MINIMUM COVER). >------------t--------------j--------------i-------------+----------------j----------------t----------------jt------------.-------------j-------------+----------------j ® INSTALL 4" PVC SCH. 40 IRRIGATION SLEEVE PER DETAIL 501 ON SHEET 27 130" MINIMUM COVER). LIii£ DATA LINE LENGTIH BEARING L1 173.00' N42"07'53''E' L2 6.89' S137 4 '48 "E' L3 19.00' N6"59'47"W' L4 315.44' N 40"38 '23 ''E' L5 160.42' N 39"20 '04 ''E' L6 10.00' S49"22'31 ''E' L7 258.00' S40"38'23"W' LB 258.00' N 40"38 '23 ''E' L9 110.11' N40"38'23''E' L10 110.23' S39"20'04"W' L11 294.44' N40"38'23''E' L12 160.42' N 39"20 '04 ''E' L13 42.90' N84"58'47''E' L14 10.00' S49"22'31 ''E' CURVE DATA CURVE LENGTH RADIUS DELTA C1 35.45' 90.00' 22'34 '01" C2 25.45' 50.00' 29"09'44" C3 44.53' 35.00' 72"53'34" C4 29.10' 35.00' 47"38'10" C5 58.13' 2552.00' 1'18'18" C6 55.77' 35.00' 91 '17'25" C7 4.71' 1.50' 180"00'00" C8 13.10' 4.20' 178"41 '42" C9 6.28' 2.00' 180"00'00" C10 58.24' 2557.00' 1"18'18" 18+00 (V) 1-w w :::c Cl) !Sr--::..- I TANGENT 17.96' 13.01' 25.85' 15.45' 29.07' 35.80' INFINITY' 368.75' INFINITY' 29.12' 14 10 94.52 PC 72.71' R - -~J ~'+8------J#:W' 5 LE CONDUI (AT& 40 0 19+00 ~ ✓ ~ GRAPHIC SCALE 40 120 SCALE: 1" = 40' 20+00 21+00 22+00 23+00 24+00 25+00 HORIZ: 1"•40' VERT: 1"=8' 26+00 27+00 @ t.tODIFY EXISTING CONCRETE DITCH TO JOIN V-DITCH. PROTECT EXISTING STEEL COVER PLATE IN PLACE. MACARTHUR BLVD. DEMOLITION NOTES ':;" ,--8' y '-"!>--~// / / / " / ,,( -B' ACP DW ,,(/'"~ J~~ ==r: ---4"S-- 20+44.56 ECR 69.00' RT 20+18.69 BCR, 80.42' RT, JAMBOREE = 49+53.18 BCR, 68.00' RT, MACARTHUR ' 8" ss '-p !PRIVATE) APN 445-132-009 " \ \' \ \ LE CONDUIT\ \ AT&TI 1. \ '\ \ ICOXI EASEMENT \ ' ' p CATV CONDUIT IE) LANDSCAPEl -.... -----ELEC CONDUIT ------------------------_c-~ -~/'.I\'._/ ISCEI E CONDUIT p !El R /W C&G_ -------------- --- +60.00 --, I --~~~~s:::: BEGIN TAPER 2" AC ~RfG\CE C 14.00' RT OV~R 8" AC "+--- - ------BOyRllH:-GVE G-----23+60,()0---1 cl BEGIN TAPER I I 17.00' RT I : 23+00 "" " ~ 5 23+60.00 BC -=5 --:- 2 G-----G -~------W->,,~P,_""=-' u f-...J cc a::: d 0. ' 0 0 _J . 0 _J 0 ~ _J c.o " <( u ~ ;:: ~ N L.J APN 445-132-011 u f- w "' "' • _.,_ cri "'! -00 + <D v N I a\ TCE PER INST.# 2012000307395 REC. 5 /30 /12 25+ 78.50 BCR 64.68' RT END ~:S, CULVERT. p 26+14.2 NG PNT 114.67' RT 26+04.06 ANll-.PNT APN 445 74.1632 --"""E-= ---- ~ =~12~;;; :---+ -=-=~, ~-- - G-- 40'3B'22''E 2i~oo ili-=C=S=-UR.=:FAc,::C:..;:E =!--=c""ou=F-R.L.;:SE=---=tr-1!f1i ~~~~~ • '-......J;l~ If 10.15' T I ~-= ..... =®a=-- rABol: GROUND - CT CABINET (AT&D 26+ 14.30 ECR 99.67' RT 26+14.30 JOIN !El 6" C&G li&ilt-t------'109. 67 ' RT JAMBOREE ROAD [j PROTECT IN PLACE !ITEM PER PLANI. [Il REMOVE !ITEM PER PLAN). [I] SAWCUT AND REMOVE !ITEM PER PLAN). @J DISPOSITION OF EXISTING TRAFFIC SIGN PER SIGNING AND STRIPING PLAN. @J REMOVE AND SALVAGE !ITEM PER PLANI. UTILITY NOTES ® PROTECT IN PLACE (ITEM PER PLAN). G) REMOVE !ITEM PER PLAN). @ DISPOSITION OF EXISTING IRRIGATION APPURTENANCE PER IRRIGATION PLAN. !ITEM PER PLANI. @ DISPOSITION OF EXISTING TRAFFIC SIGNAL APPURTENANCE PER TRAFFIC SIGNAL MODIFICATION PLAN. !ITEM PER PLAN). © INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL MODIFICATION PLAN. (j) DISPOSITION OF EXISTING DRAINAGE FACILITY PER DRAINAGE PLAN. !ITEM PER PLAN). @ CONSTRUCT DRAINAGE FACILITY PER DRAINAGE PLAN. !ITEM PER PLAN). @ REMOVE BY COX (ITEM PER PLAN). @ RELOCATE BY AT&T !ITEM PER PLAN). @ RELOCATE BY COX (ITEM PER PLAN). @ ADJUST TO GRADE BY ABOVENET (ITEM PER PLANI. @ ADJUST TO GRADE BY AT&T !ITEM PER PLAN). @ CONSTRUCT PRIVATE 4" SEWER FORCE t.tAIN PER SEWER FORCE MAIN RELOCATION PLAN. SEE NOTE #4 ON CITY OF IRVINE STD. PLAN NO. 200 1 /2" R ' 00 6" .. ••. PVMT. WIDTH TO TIHIS POINT 2· 1 /2" R FS • 0 -•· -4_ R -r-----00 10" --------------<(D1 SCALE: 1 "=10' i ..,: '4 0 I 5 z :'.'i "-~ ~ C 0 ~ C ~ E ~ e a. § ~ 1n I 5 z :'.'i ~ 0 C 0 I □ _,.,,.. <□ I= □ _< ~~ :::, ~ V> ,5 .,.,,.. 00 00 -g I .,j V> ,._ z.., < / --' 0 "--.; ~----------------~------------------~---------~-~----~--------------------~---~---------~-------------------------------7r~ z e "' "-,. .,,.. IRVINE RANCH WATER DISTRICT APPROVAL OF DOMESTIC WATER FACILITIES VA Consulting, Inc. I A~ F==EN=G=IN=EER=S=•=•=-="ER=S=· S=U=RVEY=O=RS===i ~ 64-00 OAK CANYON, SUITE 150 (949) 474-14DO TEL CONSULTING IRl'INE, CA 92618 (949) 261-8482 FAX APPROVED BY DATE UNDER THE SUPERVISION OF: SUPE~SED BY DATE APPROVAL RECOMMENDED: ~x a. " " -< C> .., ANDY TRAN RCE 63670 ~ ~ SENIOR CIVIL ENGINEER ~ :"' l-----~--+--------l------------------------l------r:-===---r:-'C"".=----t-----------------------,---------7~~ 1-04/12/13 AS BUILT PLANS DESIGNED: DRAWN: l:l ~ 1.£; JWW,JMS JWW,JMS >-------------< is-;,- REVIEWED BY DATE JEFF W. WILKERSON R.C.E. 63466 DATE NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF !ll <::. ~----------------------------------------------~----------------~------------------~---------~--·~----~--------------------~---~---M~R~H~ __ 0~8~0~9L1~2~----------------------~-------~~g 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 CONSTRUCTION DETAILS 5 ISLAND DETAIL CURB RETURN DETAIL PCC V-DITCH AND RAILING DETAIL PCC V-DITCH ADJACENT TO WALL DETAIL LOCAL DEPRESSION CB #2 & CB #3LOCAL DEPRESSION CB #1 PCC LINING DETAIL SECTION DETAIL LOCAL DEPRESSION CB #4 ACCESS VEHICLE TURNOUT DETAIL ROLL CURB TRANSITION DETAIL SECTION RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. JAMBOREE RD 18+36.98, 41.00' RT 18+ 78.35, 41.00' RT / / ~ / I / !38.38l FS // / -- "~c:_:-"----sc,~-----sc,t-----scJ ~~:--T,:--,,T ,,-(~3~8._38~)~F-S 7';~'"----scu _,/~-1'-_ -, - \ \ I 18+'illi:48-E•~~ 66.28' RT 6 TC, 8" CF k k:. k k:. ----SJ.- IRRIGATI APING A TION PLA 48+29.86 BC 50.19' LT 3 69 TC, 8" CF / / / / / " " C4 / / / / / / / / / / (37.091 ~ 48+31.47 EC MACARTHUR BLVD 47.00' LT 37.73 TC, 8" CF 18+93.26, 41.00' RT (38.67) FS 18+93.26, 54.05' RT (38.47) FS 18+ 78.35 EC ---e ~,08 '-R-T----TV----- 38.58 TC, 8" CF C3 48+71.02 BC, 47.00' LT MACARTHUR BLVD= 18+79.85 BC, 66.39' RT JAMBOREE RD 38.56 TC, 8" CF LIIIE DATA LINE LENGTH BEARING L1 41.37' N42"07'53"E' L2 39.55' S6'59 '44 "E' ~VE DATA CURVE LENGTH RADIUS DELTA TANGENT Cl 33.03' 65.00' 29"06'51" 16.88' C2 4.61' 2.00' 131'55'53" 4.48' C3 4.57' 2.00' 130-52'23" 4.38' C4 4.41' 2.00' 126'18'35" 3.95' -------r0 SCALE: 1" = 10' V • ca / / "--u • 0 ..... 'I> / / li,, CD u / / I CABLE CONDUIT I "-- ____ 4 .. 5 _8_ 18" RCP p .... w ...J z 8 SUMP p 15 :,; "--(/) • .... TC PER INST.# 2012000307390 20+48.18 JAMBOREE REC. 5/30/12 109.00' RT ~ TOP OF " N ----4"S ---------------◄ .,., ,,; ,i;:~-,7~TMACARTH~R-G-____ G-----_,_/_~-G-____ G-__ . / ~- / ,_I -------0 SCALE: 1" = 10' \_!:,) "--u • 0 • 00 a..t--"-- N -,............. C, -"' 6' "--u • <Xl "' u ...J ,-.. .... "--.,-; <Xl -.,., + ca N 0 dd N ........ 21' N -"--CD u '--' • ...J 0 --'--' "' u ...J "' u ...J ,-.. .... "--N .... "--C, <D"' ci ,-.. .... .,., ,-.. + ON + "' .,., 0 .....:ci 0 .....:d N ........ N ........ 6' 21' 6' "' -"--"--CD "--u u u u "--u • • ...J • 0 0 -0 • --u -<Xl "' u ...J "' u ...J "' u ...J "' u ...J "' u ...J ,-.. .... "--,-.. .... "--N .... "--,-.. .... "--,-.. .... "--ci <D "' <D -ca r..: ,-: Ne, ..,; .,., ca ca ca C, ,-.. "' 0 -+ '° ca + cam + ON + "' .... + "' ,-.. 0 ...:c:i 0 ...:c:i 0 N.....: N N....: N N....: N ........ N .... .... N .... .... .... .... .... .... • 0 .I N 2: 1 !MAX) SLOPE CABLE RAILING PER EB 16" 12" z 8 1---=------1 :,; D. RETAINING WALL 6" X 6" -W4 X W4 WWM ------------,0 CONSTRUCTION NOTE 19 '\.::!.J PLANTER WALL OR RETAINING WALL ~ :::l .... <( z 3: w SCALE: NTS * MATCH EXISTING FOR 11' SEGMENT \\HIGH JOINS EXISTING V-DITCH 3: 1 !MAX) SLOPE u "' <( w c:3 ~ 12" <( :s ,-----a u • "--u "' D. FS ELEV PER PLAN <ADJACENT TO RETAINING WALU 6" X 6" -W4 X W4 WWM 1 % MINIMUM LONGITUDINAL FLOWLINE SLOPE -----------IQ CONSTRUCTION NOTE 25 V SCALE: NTS PCC LINING 6" THICK SEE DETAIL B ABOVE FOR PIPE OPENING REINFORCEMENT. -------,@B SCALE: NTS 6.8' #4 @ 12" o.c. 6" FILLET (TYP) -------,rj;\ SCALE: NTS V A r 3" RADIUS PCC LINING 6" THICK #4 @ 12" o.c. BARRELED OUTLET -.-------,,----r---.--------. -.,, #4 TYPICAL ~ ~ #4 @ 12" o.c. CUTOFF WALL ROCK SLOPE PROTECTION PCC LINING 6" THICK L A ----0" CONSTRUCTION NOTE 47 V SCALE: NTS 2.5' 7.63' 2' BENCH 18" RCP r--------,-~....,--~t-=--=--=--=--=-~-=--=--=--=--=r----, 2: 1 MAX DAYLIGHT LINE ◊ CB#4 -------®s CONSTRUCTION NOTE 7 SCALE: 1" = 10' 3 -----E-- .54 "' <D ,-: -----"- FS jx ,,, 40.11---~~ I FS 13 / z I .-J l~DAYLIGHT LINE : I 38 28 -------,@B SCALE: NTS ---TV----- 5 ==---- ..=t TS-----lS-- -E-....J E-----E~ FS ----------<®9 SCALE: 1" = 10' CONSTRUCTION NOTES (D CONSTRUCT 8" TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. 0 CONSTRUCT 8" TYPE B PCC CURB PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. 0 CONSTRUCT 2" AC SURFACE COURSE OVER 15" AC BASE COURSE OVER COMPACTED SUBGRADE. © CONSTRUCT CURB RAMP PER CITY OF IRVINE STD. PLAN NO. 202. TYPE PER PLAN. 0 CONSTRUCT LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303 AND DETAIL 8 ON SHEET 5. © CONSTRUCT RETAINING WALL PER RETAINING WALL DETAILS. @ COLDMILL EXISTING PAVEMENT TO A MINIMUM DEPTH OF 2 " . ® CONSTRUCT 8" TYPE "A-2" PCC CURB AND GUTTER PER CITY OF IRVINE STD. PLAN NO. 200. @) CONSTRUCT 4 • PCC SIDEWALK PER CITY OF IRVINE STD. PLAN NO. 201. @ CONSTRUCT 2" AC SURFACE COURSE. @ REMOVE EXISTING PAVEMENT AND SUBGRADE TO 2' BELOW PROPOSED TOP OF CURB AND REPLACE WITH CLASS A SOIL. @ CONSTRUCT PEDESTRIAN BARRICADE PER SIGNING AND STRIPING PLAN. &@ CONSTRUCT CABLE RAILING END SPAN PER DETAIL 3 ON SHEET 5. ffi@ INSTALL NEW 2" WATER SERVICE PER IRWD STD. DWG NO W-2. REMOVE EXISTING COPPER TUBING AND CAP AT CORP STOP. REMOVE AND INSTALL NEW 2" BACKFLOW PREVENTER (1' MAX BEHIND METER) PER IRWD STD. DWG NO. W-6 AND CONNECT TO EXISTING PRIVATE WATER LINES. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303 AND DETAIL 6 ON SHEET 5. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH DWG. NO. STD-304-L AND DETAIL SHOWN PER PLAN. @ CONSTRUCT PCC V-DITCH PER DETAIL 4 ON SHEET 5. @ CONSTRUCT 4" PCC PAD. @ CONSTRUCT 6" PCC PAD. ® INSTALL 4" PVC SCH. 40 IRRIGATION PIPE SLEEVE VIA DIRECTIONAL BORE 5-FT BEYOND CURB/SIDEWALK AND 30" MINIMUM COVER . ® INSTALL 1J" PVC SCH. 40 CONTROL WIRE SLEEVE VIA DIRECTIONAL BORE 5-F"r BEYOND CURB/SIDEWALK AND 30" MINIMUM COVER. ® INSTALL 2' PURPLE PVC CLASS 315 !SOR 13.5), SOLVENT WELD JOINT WITH THRUST BLOCKS !PER IRWD STD. DWG. W-161, IRRIGATION LINE WITH MINIMUM 4' COVER PER DETAIL 1 ON SHEET 3 . @ INSTALL 1!" PVC SCH. 40 CONTROL WIRE SLEEVE PER DETAIL 501 ON SHEET 27 {30" MINIMUM COVER!. @ CONSTRUCT 4" PCC FLARED CURB PER CITY OF IRVINE STD. PLAN NO. 200A. @ CONSTRUCT PCC SLOPE LINING AND PCC CUTOFF WALL PER DETAIL 7 ON SHEET 5. DEMOLITION NOTES ~ PROTECT IN PLACE (ITEM PER PLAN). [Ij SAWCUT AND REMOVE <ITEM PER PLAN). m REMOVE AND SALVAGE {ITEM PER PLAN). UTILITY NOTES ® PROTECT IN PLACE (ITEM PER PLAN). (D REMOVE (ITEM PER PLANI. © DISPOSITION OF EXISTING IRRIGATION APPURTENANCE PER IRRIGATION PLAN. (ITEM PER PLANl. @ DISPOSITION OF EXISTING TRAFFIC SIGNAL APPURTENANCE PER TRAFFIC SIGNAL MODIFICATION PLAN. !ITEM PER PLAN). @ INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL MODIFICATION PLAN. (J) DISPOSITION OF EXISTING DRAINAGE FACILITY PER DRAINAGE PLAN. !ITEM PER PLAN). @ CONSTRUCT DRAINAGE FACILITY PER DRAINAGE PLAN. {ITEM PER PLAN). @ CONSTRUCT PRIVATE 4" SEWER FORCE MAIN PER SEWER FORCE MAIN RELOCATION PLAN. ---------S-CA-L-E:_N_T_S --------,@ "' • " >-' 0 "' 0 I 5 z :'.'i 0. ~ ~ C C !j; C • E ~ e ~ ,!§ ~ in I 5 z :'.'i ~ • 6 i 0 ...,.,,.. <O I= 0 _< ~~ ::, "' Vl ,5 .,.,,.. 00 00 -1l I ,,j Vl ,-.. z,.., </ ..., . 0. 0 ~-----------------~---------~-~~---~--------------------~---~----------~--------------------------------< r .~ z e w 0. :,; / I h h .. ~-------"--- ----- VA Consulting, Inc. ~ ENGINEERS • PLANNERS • SURVEYORS --f==========I -6400 OAK CANYON, SUITr 150 (949) 474-1400 Trl CONSULTING IR\IINE, CA 9261B (949) 261-B482 FAX -------0 CONSTRUCTION NOTE 22 '\.::!.J --------®6 CONSTRUCTION NOTE 21 UNDER THE SUPERVISION OF: SCALE: 1" = 10' SCALE: 1" = 10' JEFF W. WILKERSON R.C.E. 63466 DATE APPROVAL RECOMMENDED: ANDY TRAN RCE 63670 AS BUILT PLANS SENIOR CIVIL ENGINEER ~x ~ 0. ::, :,; -< "' .... ;,; N z .. w "' o-l-----+------+-----------------------l-----r=-===---r==---;-----------------------,--------7~~ fil 04/12/13 & DESIGNED: DRAWN: 10/30/12 REv1SED DETAIL 2 PER WALL REVISIONS. REMOVED UNDER SIDEWALK DRAIN. JWW,JMS CHECKED: JWW,JMS DATE: l11~ >----------< "'-..... 0 "' ID -"'-..... ~---------------------------------------------------------------~------------------~---------~-~----~--------------------~---~----~--~~~~----------------------~-------~~~ NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF MRH 08 09 12 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 CONSTRUCTION DETAILS 6 ISLAND DETAIL ISLAND DETAIL LOCAL DEPRESSION CB #5 LOCAL DEPRESSION CB #6 MODIFIED MEDIAN CURB AND GUTTER SIGN GRADING DETAIL RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. / / / / / "' ,0 / ,,,, _.,, -i::, _.. ..--;.. '42.21 TC ~ • ,__.,.-."-'141.41) FS 41·i! ~~ • (41.27) FS 42.12 TC 41.45 FS 8' CF C2 ~~ ----T---oQ'fr. -:;;. -T-----T----~ (j.~_o,-✓--T-----;,,,.,,--..,,,. ----19+30.03 BC, 58.92' LT _. 1,'o"/o ,~?~ 40.88TC,8"CF _._._. ,. 19+20.98, 61.58' LT _. _._. b PB (39.89) FS C3 0 T-----T-----T-°4---1- 1 >-en ...J u... 0 N "' "' ~ "' t3 a5 "' ci N + -~1 L1 ..., 3.85% ,.,....! ... _,,.j _."'.,,,~1+~•~:cc -. .,; . "' :;e u "' w "' O') ~ D "'PUSH "'5 BUTTON ---- C1 "' "' ci ,.,., + "' JAMBOREE RD _ --------12"WL.,"-------12"W-------- u .... "' "' r--.. ~ 0 0 co + "' (P) LANDSCAPING AND IRRIGATION PER LANDSCAPE AND IRRIGATION PLANS -----------<0 SCALE: 1" = 10' V 'C )>LITLE // 29 / 51+81.42 BC/HP, 58.00,'.,RT 45.73 Tj:::'8" CF / 51+ 79.42 EC, 56.00' ff 45. 72 TC, JJ" CF / s.oo· Rf / / ... ✓ / / , 54.00' RT// I / I "/ I /✓•17 CONDUIT J I 81.42 EC, 6f.49' 50+93.17, 54.16' LT (43.81) FS 50+89.82 EC, 49.92' LT ' 44.48 TC, 8" CF ,,,.,..-0--.--.', 50+91.72, 44.00' LT 0s ~ (43.96) FS 50+89.26 BC, 46.00' LT 44.53 TC, 8" CF 2' A 2' u.. _J u u.. 00 00 0 ..,: 0 .... -0 ,-.. >-+ in ~ .,; ..,. L1 I ---------'0 CONSTRUCTION NOTE 22 \.::!_) ------~~ CONSTRUCTION NOTE 22 V --C---------=..::..::--------------------- SCALE: 1" = 10' 6" 12" u.. AC PAVEMENT 1 /2" R u 3/8" LIP • 00 2% -• ..,. -• ' • ' 1 ,1-, if ' •. .. .., • ; ' .· ~ NOTES: 1. SEE NOTES ON CITY OF NEWPORT BEACH DWG. NO. STD-182-L FOR INFORMATION ON JOINT. 2. CONTRETE SHALL BE 560-C-3250. SCALE: 1' = 10' ------------Jfs\ CONSTRUCTION NOTE 29 \::!_) NOT TO SCALE -·-~------------------------------------..c::..::----------------------, • . •,' • ' LINE L1 L2 L3 L4 LS L6 L7 LB L9 L10 CONSTRUCTION NOTES G) CONSTRUCT 8" TYPE B PCC CURB PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. 0 CONSTRUCT 2" AC SURFACE COURSE OVER 15" AC BASE COURSE OVER COMPACTED SUBGRADE. 0 CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-180-L. @ REMOVE EXISTING PAVEMENT AND SUBGRADE TO 2' BELOW PROPOSED TOP OF CURB AND REPLACE WlllH CLASS A SOIL. @ CONSTRUCT PEDESTRIAN BARRICADE PER SIGNING AND STRIPING PLAN. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH DWG. NO. STD-304-L AND DETAIL SHOWN PER PLAN. @ CONSTRUCT 8" TYPE "C" PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. DWG. NO. 183-L. @ CONSTRUCT 4" PCC PAD. @ CONSTRUCT 8" TYPE C PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH DWG. NO. STD-183-L, WITH MODIFIED GUTTER PER DETAIL 5 ON SHEET 6 . @ INSTALL TRUNCATED DOMES PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-C AND STD-181-L-D. ® INSTALL 4" PVC SCH. 40 IRRIGATION PIPE SLEEVE VlA DIRECTIONAL BORE 5-FT BEYOND CURB/SIDEWALK AND 30" MINIMUM COVER. @ INSTALL 1 ➔" PVC SCH. 40 CONTROL WIRE SLEEVE VlA DIRECTIONAL BORE 5-F'T BEYOND CURB/SIDEWALK AND 30" MINIMUM COVER. ® CONSTRUCT 8" TYPE B PCC CURB PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L, MONOLITHICALLY WlllH ADJACENT SIDEWALK. @ CONSTRUCT CURB RAMP CASE "H" WlllH DETECTABLE WARNING SURFACE PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-B AND STD-181-L-D AND REPLACE ADJACENT SIDEWALK TO NEAREST JOINT. DEMOLITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). [Ij SAWCUT AND REMOVE IITEM PER PLANJ. [fil DISPOSITION OF EXISTING TRAFFIC SIGN PER SIGNING AND STRIPING PLAN. UTILITY NOTES @ DISPOSITION OF EXISTING TRAFFIC SIGNAL APPURTENANCE PER TRAFFIC SIGNAL MODIFICATION PLAN. (ITEM PER PLAN). @ INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL MODIFICATION PLAN. (J) DISPOSITION OF EXISTING DRAINAGE FACILITY PER DRAINAGE PLAN. (ITEM PER PLAN). @ CONSTRUCT DRAINAGE FACILITY PER DRAINAGE PLAN. IITEM PER PLAN). @ ADJUST TO GRADE BY MCI (ITEM PER PLAN). R E LIIIE DATA LtE DATA LENGllH BEARING LINE LENGTH BEARING 49.48 N41"57'05.30"E L11 62.21 s40·3s '22.59 "W 2.41 N6"59 '44.41 "W L12 13.53 N6"59'44.41 "W 6.63 N6"59'44.41 "W L13 13.53 s40·3s '22.59 "W 40.52 N6"59 '44.41 "W L15 4.07 N49"21 '37.41 "W 9.35 N70"17'00.50"W L16 8.28 N 40-38 '22. 59 "E 5.99 S70"17'00.50"E L17 17.67 N11'04'17.01 "E 25.76 S41 '56 '26.98-W L20 16.87 N11'04'17.01 "E 26.76 N41"56'26.98"E L21 20.46 N6"59'44.41 "W 48.02 N6"59 '44.41 "W L22 8.97 S40'38 '22.59 "W 6.49 N83"0015.59 "E /. / 45.09 TC " 8" CF (Pl LANDSCAPING AND IRRIGA 6N. PER LANDSCAPE AND IRRIGATION PLANS '~ .• ',"" -· ' ·:,; . . :,; • (P) AT&T CABINET ~ ~ • ~ '"' D <O 0 I 5 :[ 51+40 40,'-!\_6.00' RT END G)JTTER TR NSITION // 45.07 TC, 8-.,.-{: 51+31.39 EO: 56.00' RT MAC~RllHUR BLVD= 21 + 29..9 JAMBOREE RD BEGIN/e;unER TRANSITION / 45.02 TC, 8" -/---T-----'-/ "' ,.,., r-.: N + ;:::; u "' CD "' ..,: "' .... "' "' + ;:::; "' ri -..,. r-.: ..,: " "' + + ;:::; N "' z 0 u <.!) z w w "' >-...J 0 "' ri "' <O + ;:::; • 00 >- N -.,; ..,. "' ci 0 + N N -·- ------S-CA-LE-: -1.-=-10-' ___ J_A_M_,(t)REE RD - ---E.-- ----t-~ --54 §5.0 FG (54.98) TC (54.9) DAYLIGHT LINE ----------,I]\ SCALE: 1"=10' V NOT TO SCALE (5· .60) FL END V-DITCH y TRANS. WALL HEIGHT ' 2'-0.67' ~==11--1. END WALL 154.0l FG -;·~EiiwPL3/ CURVE LENGllH C1 5.00 C2 35.63 C3 5.72 C4 12.81 C5 5.72 C6 60.06 C7 4.62 CB 5.10 C9 32.70 C10 6.65 C11 0.91 C12 3.14 RADIUS DELTA 350.00 0"49'07" 350.00 5·49•55• 2.00 163'44'57" 15.00 48°56'50" 2.00 163'4711" 350.00 9·49·54" 2.00 132'21 '53" 2.00 745·11·25" 65.00 28'49'34" 65.00 5·51 '37" 2.00 26'07'54" 2.00 90-00'00" TANGENT 2.50 17.83 14.01 6.83 14.04 30.10 4.53 6.58 16.71 3.33 0.46 2.00 ~ a. I 0 0 on o, ,,, " ~ • C 0 a: -• i e a. E = • • b V, I 5 z :'i ~ C 0 ~ ~ D ~/ <( D I-D I-<( :> 0 ID/ :::, ~ V1 " .. / o □ 00 -:g I ,,j V1 " ~,. ~ . a. 0 --------------------,-----------,----,------,----------------------,----~----------~--------------------------------1 I--~ APPROVAL RECOMMENDED: i:i e ::, ~ ~!~~~~~s~!?:• ••e===== .&. 6400 OAK CANYON, SUITE 150 (949) 474-1400 lEL CONSULTING IR\1NE, CA 92618 (949) 261-8482 FAX UNDER THE SUPERVISION OF: ~x 0: a. :, ;;; <( " on ANDY TRAN RCE 63670 ~ ':': SENIOR CIVIL ENGINEER '" ::l f-.--+----+---------------------+-----t-::==::---r.:::-::::-:----t-----------------------,----------li~ '1' 04/12/13 AS BUILT PLANS DESIGNED: DRAWN: '" .. ".? L.£:, JWW,JMS JWW,JMS · JEFF W. WILKERSON R.C.E. 63466 DATE NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: f-SH_E_E_T ___ O_F---l ~? ~------------------------------------------------------------....L.. _________________ ...J..._ ________ ....L.. __ ·...J..._ ___ -1 ___________________ ___j_ ___ ...1.... ___ ~M~RH'...'.L_~0~8:.L.::.09::..L..!.1~2L__ _____________________ .L ______ _j~i STRUCTURAL DETAILS 7 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 WALL LAYOUT DETAIL ELEVATION LEGEND CABLE RAILING DETAIL TYP. ELEVATION END ANCHORAGE POST POCKET RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. 54 52 50 48 46 44 r / I 42 40 38 36 34 - 44.67 TW 44.00 TW 43.33 TW 40.00 TF 0 0 00 + ..-, "' N "' + 6.00' H=4' ..-, "' ..,: 0() + • Lu u < LL >-- ::J >--o._ a:: V' '" 8 ~~. • • C ...J "' a:: o en _J L!) ~ 0 "'a:: o +o 0 ID 00 (',,j ::::iii: ;t II~ 0 0 ,-..: 0() + 6.33' 6.66' H=6' ... H=7.33' ..-, ,,; "' + EXISTING GROUND~ AT LAYOUT LINE - - - -'16:00---T - 37.94 INV 18" RCP 0 0 0 0 + N I _,,,-/ . _,,,-/ _,,,-/ S,• CMU PILASTER r--=--,- (El MONUMENT-SIGN -------------------- ', ,, ,, ,, .,,_,,, ,', ' ' ' ' -,11 • .J. ...... •• , ' '' ,_...__ ---------- 10.19' H=6' CMU PILASTER ,..,_'=""""' TYP. FINISH GRADE AT BACK OF WALL (EDGE OF V-DITCH) 46.67 TW 37.33 TF 1.00' TYP FINISH GRADE AT FACE OF WALL 15.00' H=6' i 49.33 TW CENTERPOINTE -en N + N 5' TYP. 00 ..-, ,-..: N + N 6.67' ffi 46.67 TW en 0 ..,: ..., + N 1.33' 4' MODIFY EXISTING ,..,_--, CABLE RAILING TO PROVIDE 4' END SPAN (46.00) TW ----------i-------- EXISllNG EDGE OF V-DITCH AND AT BACK OF WALL (39.33) TF (38.00) TF 54 52 50 48 46 44 42 40 38 36 ffi 2 CF ¾" GRAVEL \]7 IN FILTER FABRIC -34 (El ROADWAY EASEMENT ---------- ---------- ---------- -------------------- SCALE: 1 "=4' ---------- TCE _)----------~--------------- _,,,-/ ::...----- C :a _,,,-/ _, NOTE: FOR RETAINING WALL SECTION SEE SHEET 9, TYP. _,,,-/ _,,,-/ _,,,-/ ,:i, _,,,-/ _. _,,,-/ ONUME?rN SIGN AND LIGHllNG INSTALLED B OTHERS PER SEPARATE PERMIT. / TRACTOR TO INTERCEPT EXISllNG ELECTRICAL CONDUIT, REROUTE, AND PROV1DE CONNECTION • Lu z ~ ...J (/1 g~ co 8 CABLE RAILING ..., .-J ui • I (Pl WALL "LJ6GESTONE" VENEER .., 0 +z N Lu 15.00' 1.00' 1.00' ----------------------------------- L3 (P) PLANTER WALL "LEDGESTONE" VENEER SCALE: 1"=4' VA Consulting, Inc. ~ ENGINEERS • PLANNERS • SURVEYORS ·-i====== -6400 OAK CANYON, SUITr 150 (949) 474-1400 Trl (E) ROADWAY EASEMENT ~ CMU PILASTER _,.,. I --WAT EXIST. WALL ~ <3" \ CONSULTING IR\IINE, CA 9261B (949) 261-B482 FAX UNDER THE SUPERVISION OF: No. C552 xp.06/30 fil 04/12/13 \ \ \ .,,. --- (E) WALL ''SPLIT FACE" \ \ \ \ ___ .,,. .,,. \ \ \ \ .,,. \ ) AS BUILT PLANS \ & 10/30/12 REV1SED WALL JOIN LOCA llON IN LAYOUT AND PROFILE GALV CRIMPED STOP GALV SLEEVE CLAMP & GALV WASHER • N • N --- ---(El R/W --- ---!Pl R/W ¾" DIA HOLE ¼" GALV CABLE 2" STD STL PIPE POST 4' END SPAN 2" STD STL PIPE • "' POST CAP TO BE A DRIVEN FIT (TYP.) GALV METAL CLAMP lTYPJ THREADED TENSIONERS (TYP.) PIPE 1¼" STD NOTE: ORTAR 10' MAX SPAN 2" STD STL PIPE ffYP.l ¼" GALV CABLE GALV (TYPJ TOP OF WALL ENTIRE CABLE RAILING SYSTEM SHALL BE BLACK VINYL COATED. 2-#4 4"x5"x9" OR 5"¢ x 9" POST POCKET -------~ NOT TO SCALE V - - - - - - - -\El ROADWAY EASEMENT l..t,IE DATA ~VE DATA LINE LENGTH BEARING CURVE LENGllH RADIUS DELTA TANGENT L1 6.00' S49'21 '37"E' C1 22.21' 26.50' 48"01 '33" 11.81 ' L2 21.00' S40"38'23"W' L3 19.38' S15'48'46 "W' L4 8.00' S5'45'25'£' L5 2.50' N49"21 '37"W' L6 2.81' S82"0219 ''W' APPROVAL RECOMMENDED: 0 • ~ ;,i "' r--0 I 5 z :'.'i 0. ~ ~ C C !j; C • E ~ e ~ ,!§ ~ in I 5 z :'.'i ~ • 6 i C, ...,,---< C, I= C, _< ~~ ::, 0 Vl ,5 " -----o O 00 -1l I ,,j Vl r--z ,.., <-----..., . 0. 0 I--~ z e "' 0. :,; -----~ x ~ 0. "' ;;; < "' ,.., ANDY TRAN RCE 63670 ;,; "' ~ -¥ SENIOR CIVIL ENGINEER o ,.., ~~ DESIGNED: DRAWN: l:J ~ DOV, DH DOV, DH "'--..._ 0 r-- L ____________________________________________________________ _j__D_A_N_IE_L_D_. _vi_L_LI_NE_s ___ R_.c_.E_._c_5_5_21_0 ___ 0_A_TE _ _L_ ________ _j___N_o_. _L__D_A_T_E _ _j_D_E_sc_R_IP_ll_O_N_O_F_R_E_V1_s_1o_N_s ___________ _l_A_PP_R_o_vE_D_j_c_H_Ec_K_E_D:_.:::M~RHC'.L_D_A_TE~0~8=-09=.L.:.1~2L_ _____________________ .L_s_H_EE_T ___ 0_F __ ...J ! i STRUCTURAL DETAILS 8 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. STRUCTURAL GENERAL NOTES 1. Tl-IE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF Tl-IE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING Will-I ANY WORK. 3. RESOLVE ANY CONFLICTS ON Tl-IE DRAWING Will-I THE ENGINEER BEFORE PROCEEDING '111TH CONSTRUCTION. 4. Tl-IE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITIES IN Tl-IE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION. 5. ALL MA TERI AL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF Tl-IE LATEST EDITION OF Tl-IE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, IBC & THE CBC. 6. Tl-IE ENGINEER DOES NOT WARRANT Tl-IE ACCURACY OF SCALED DIMENSIONS. ALL DIMENSIONS SHALL BE AS DESIGNATED ON THE DRAWINGS. NO SCALING OF DRAWINGS SHALL BE ALLOWED. REINFORCING STEEL 1. REINFORCEMENT FOR CONCRETE SHALL CONFORM TO SECTION 201-2 OF Tl-IE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. BAR REINFORCEMENT SHALL CONFORM TO ASTM A615 AS FOLLOWS: GRADE 40 FY=40KSI ...... N0.3 BARS & WHERE NOTED ON PLANS GRADE 60 FY=60KSI ...... N0.4 BARS & LARGER 3. REINFORCING STEEL SHALL BE PROVIDED WITl-1 Tl-IE FOLLOWING AMOUNTS OF CONCRETE COVER: FOOTINGS (CONCRETE DEPOSITED AGAINST EARTH) .............. 3" "CONCRETE SURFACE (FORMED) EXPOSED TO EARTl-1 OR WEATHER ........................................................................ 2" COLUMN REINFORCING (INCLUDING COLUMN TIES) ................. 3" 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT. 5. UNLESS OTHERWISE NOTED IN DETAILS, FURNISH N0.3 SPACER TIES AT APPROXIMATELY 2'-6" O.C. IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. FOUNDATION 1. SOIL DESIGN PRESSURE = 2500 PSF 2. BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 18" BELOW LOWEST ADJACENT GRADE & SHALL BEAR IN COMPETENT SOIL. 3. CHARACTER OF SOIL: "GEOTECHNICAL EVALUATION JAMBOREE ROAD WIDENING PROJECT, IRVINE AND NEWPORT BEACH, CALIFORNIA." PROJECT NO. 207587001, BY NINYO & MOORE, DA TED APRIL 23 2010. 4. CONSTRUCTION AT THE SITE SHALL BE IN ACCORDANCE Will-I THE RECOMMENDATIONS OF Tl-IE SOILS REPORT. 5. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY INSPECTOR TO INSURE COMPLIANCE WITH THE REQUIREMENTS OF Tl-IE SOILS REPORT. 6. ALL FILL MATERIAL IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY. INSPECTION IS REQUIRED DURING FILL AND COMPACTION. REINFORCED CONCRETE 1. CONCRETE SHALL CONFORM TO SECTION 201 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 2. PLACING OF REINFORCEMENT SHALL CONFORM TO SECTION 303-1.7, PLACEMENT OF REINFORCEMENT, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 3. CEMENT SHALL CONFORM TO ASTM C-150, TYPE V. 4. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3250 PSI, (CLASS 560-C-3250P) 5. Tl-IE MAXIMUM SLUMP SHALL NOT EXCEED 3" +/-1" FOR FOOTINGS, SLABS ON EARTl-1 AND MASS CONCRETE, AND 4" +/-1" FOR OTl-lER CONCRETE. 6. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR UNLESS OTHERWISE SHOWN. 7. CONCRETE DIMENSIONS SHALL BE MEASURE HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO Tl-IE CENTERLINE ON Tl-IE PLAN EXCEPT AS OTHERWISE SHOWN. 8. ALL BAR BENDS AND HOOKS SHALL CONFORM TO SECTION 201-2, REINFORCEMENT FOR CONCRETE, OF Tl-IE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 9. PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, WALLS, ETC. SHALL BE FORMED WITl-1 A 3/4" CHAMFER UNLESS NOTED Oll-lERWISE. 10. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND Oll-lER INSERTS SHALL BE SECURED IN POSITION, AND APPROVED BY Tl-IE INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 11. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTl-lER Tl-lAN SHOWN ON Tl-IE DRA'MNG WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN 2 SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 12. LONGITUDINAL STEEL SHALL BE LAPPED 30 BAR DIAMETERS AT SPLICES. 13. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY Tl-IE ENGINEER PRIOR TO PLACING REINFORCING STEEL. 14. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN Tl-IE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO Tl-IE CENTERLINE OF CONSTRUCTION. 15. Tl-IE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1-1 INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON Tl-IE STRUCTURAL DETAILS. 16. IMMEDIATELY AFTER STRIPPING FORMS, PATCH MINOR DEFECTS, FORM-TIE HOLES AND HONEYCOMBED AREAS BEFORE CONCRETE IS Tl-lOROUGHLY DRY. REMOVE LEDGES AND BULGES. REPAIR GRAVEL POCKETS BY CUTTNG OUT TO SOLID SURFACE, FORM KEY, AND Tl-lOROUGHLY WET BEFORE PLACING PATCHING MORTAR CONSISTING OF 1 PART CEMENT TO 2 PARTS FINE SAND; COMPACT INTO PLACE AND NEATLY FINISH TO MATCH SURROUNDING SURFACE. GROUT OR FILL SURFACES TO PRODUCE LEVEL, TRUE PLANES. 17. ALL CONCRETE SHALL BE Tl-lOROUGHL Y CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE Tl-lOROUGHL Y WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. MASONRY /STONE VENEER NOTES 1. STONE VENEER TO BE "LEDGESTONE". CONTRACTOR TO SUBMIT SAMPLE TO OWNER AND CITY FOR APPROVAL PRIOR TO CONSTRUCTION. 2. STONE VENEER TO HAVE MINIMUM 1-INCH Tl-llCK CEMENT GROUT OR CEMENT MORTAR BACKING. 3. ANCHOR TIES AND JOINT REINFORCEMENT TO BE CORROSION RESISTANT AND SPACED HORIZONTALLY AND VERTICALLY TO SUPPORT MAXIMUM 2 SQ. FT OF VENEER AREA. 4. CONTRACTOR TO PROVlDE SHOP DRAWINGS OF STONE VENEER INSTALLATION TO OWNER AND CITY FOR APPROVAL PRIOR TO CONSTRUCTION. 5. CONTRACTOR TO PROVlDE COMPLETE INSTALLATION OF STONE VENEER. REINFORCED CONCRETE MASONRY 1. MASONRY CONSTRUCTION SHALL CONFORM TO SECTION 303-4, MASONRY CONSTRUCTION, OF Tl-IE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. FILL ALL CELLS 'MTl-1 GROUT UNLESS NOTED Oll-lER'MSE ON PLANS. 3. CONCRETE BLOCK UNITS MAY BE 4", 6" OR 8" NOMINAL HEIGHT. 4. NO STRUCTURE SHALL BE BACKFILLED UNTIL ULTIMATE STRENGTl-1 OF CONCRETE AND CONCRETE GROUT IS REACHED. 5. ALL MASONRY MATERIALS INCLUDING MASONRY UNITS, PORTLAND CEMENT MORTAR, AND GROUT SHALL CONFORM TO SECTION 202-2, MASONRY MATERIALS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 6. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 2'-0" MIN. (WHICHEVER IS GREATER) AT ALL SPLICES UNLESS NOTED OTHER'MSE. 7. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO BE FILLED SUCH THAT Tl-lERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CELL MEASURING NOT LESS THAN 2"X3". BLOCK SHALL BE LAID IN RUNNING BOND. 8. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM, AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 9. NO REVISIONS SHALL BE MADE WITHOUT PRIOR APPROVAL FOR THE ENGINEER. 10. MORTAR SHALL BE TYPE 'S' AND SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES OF 1 PART MORTAR CEMENT, 1/2 PART HYDRATED LIME (TYPE S), 4-½ PARTS SAND AND SHALL CONFORM TO ASTM C270, LATEST REVISION. 11. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN Tl-IE RATIO BY VOLUMES OF 1 PART CEMENT, 3 PARTS SAND, AND 2 PARTS PEA GRAVEL. GROUT SHALL ATTAIN A MINIMUM OF ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR ALL SIZES. 13. ALL BOTTOM OF FOOTINGS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT GRADE. 14. PLACE WALL EXPANSION JOINTS AT 40' O.C. MAX & CORNERS, U.N.O .. 12 11 ( TOP OF BARRIER --i: 6" r I I I □□□□□□□ I t ' a I ' I') 7 , . ITT . I PILE -FG~ -DIA. TYPICAL • DO T SECTION T 1"X1" SLOT PILE SPACING 1 o' -o' o.c. MAX ELEVATION VIEW NOTE: CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES AND NOTIFY ENGINEER IF GREATER PILE SPACING IS NEEDED TO AVOID CONFLICT. SEE ELEVATION VIEW 1113" FOR FINISH DETAILS #5 CONT (TOT 12) ~ ..c_'r;.::_;::::::;;:, ~ .. TOP OF BARRIER #50@8" MAX--;;-:;,,-...._..J.J/0 24" .-. • a I 3/8" L: ~1 llit:::::=!I -; I ~I·~ FG ,L-~-1~:·:~frm~==it,;;;:f~i~~rfiw 11~ #4 CONT -H---+-+--'-1 _' -~6_" -llimjjj71 I I_II' '1 -ill fl (TOT 2) 0 -I # 4 @ 18 " ~~~TION ' 0 _7 _____ '°~ TYPICAL SECTION NOTES: 1. FOR ADD'L INFORMATION NOT SHOWN SEE CALTRANS STD PLAN B11-56. 2. PREFORMED ¾" THICK EXPANSION FILLER SHALL BE INSTALLED AT BEGINNING AND END OF CURVES AND AT INTERVALS OF 60'. 3. WEAKENED PLANE JOINTS SHALL BE FORMED AT INTERVALS OF 20'. -W4@ 6" #6 VERTS .r--""', (TOT 7) ,C¼'--3" CLR 12"0 PILE SECTION CONC. BARRIER W/ PILE SUPPORTS 0 ---8 N.T.S. DESIGN DATA CBC '07 LOADING DEAD LOAD: CONCRETE DENSITY, w = 150 pcf SOIL DENSITY, w = 120 pcf CONCRETE: {ULTIMATE STRENGTl-1 DESIGN) f'c = 3,250 psi fy = 60,000 psi SHEAR AND BOND STRESSES PER ACI 318-05. MASONRY (ALLOWABLE STRESS DESIGN) f'm = 1,500 psi (SOLID GROUTED) fy = 60,000 psi fs = 24,000 psi SPECIAL INSPECTION REQUIRED, U.N.O. GROUT ALL CELLS GEOTECHNICAL DAT A ACTIVE EFP (LEVEL) = 37 psf PASSIVE EFP (LEVEL) = 350 psf BASIC MAX FOUNDATION PRESSURE = 2,500 psf BASIC SEISMIC FOUNDATION PRESSURE = 3,325 psf {JS INCREASE SHORT TERM) FOOTING SOIL FRICTION = 0.35 sos = 1.068g FOR ADDITIONAL INFORMATION AND GEOTECHNICAL PARAMETERS NOT SHOWN REFER TO "GEOTECHNICAL EVALUATION JAMBOREE ROAD WIDENING PROJECT, IRVlNE AND NEWPORT BEACH, CALIFORNIA," PROJECT NO. 207587001, BY NINYO & MOORE, DATED APRIL 23 2010. NOTE: 1. CONSTRUCT BACKFILL WITH NATIVE MA TERI AL AND SUBDRAINS PER GEOTECHNICAL RECOMMENDATIONS BY NINYO & MOORE. 2. PLACE EXPANSION JOINTS AT 40' O.C. MAX AND CORNERS, U.N.O. 3. SPECIAL INSPECTION REQUIRED. 4. GROUT ALL CELLS RETAINING WALL DESIGN PARAMETERS / N.T.S. ~ ~tiiir· .N.lt.,_: PLAN VIEW: \ MULTIPLE BARS BAR SIZE #4 #5 #6 LAP 2411 30" 36" 'i [\_ALT: DIRECTION OF HOOK IN WALL , .. INTERSECTION CORNER ,. LAP , I, LAP ·.•·., •.•· ;.' ,.,N··,~ . -I -,-· i,;, l\._(2) #5 BAR @ INTERSECTION ,J ! .... •.· ,-U.N.O. ON PLAN ~ (2) #5 CORNER U.N.O. ON PLA ~ EXTEND HOOKED BARS TO FAR ~. SIDE OF BLOCK, TYP. 2 l~.fl INTERSECTION CORNER -J;-_f-.. _BL_O~C~K_R_E_tJ_FO~R_C~E_M_ENT ___ _____,0 , --TYPE A 135' STIRRUP & TIE HOOK - D/26d FOR #3 TO #5 n2d FOR #6 TO #8 '/ }f ' ' \ + \ I I \ I ' I ' ' / .... ___ ... TYPE B 90" STIRRUP -& TIE HOOK TIE OR STIRRUP HOOKS BEND DIAMETER SCHEDULE BAR SIZE BEND DIA. #3 TIHRU #5 D = 4d #6 TIHRU #8 D = 6d NOTE: ALL BENDS SHALL BE MADE COLD d = BAR DIAMETER D/2 4d .. , rf 2 112 I MIN dt PRINCIPLE REINFORCING HOOKS I / BEND DIAMETER SCHEDULE BAR SIZE BEND DIA. r #3 THRU #8 D = 6d ~ #9 THRU #11 D = 8d #14 THRU #18 D = 10d I SEE TYPE A ABOVE '-' -;I J r 1 1/2d CLR OR 1 1/2" MIN OR MAY b BE IN CONTACT IF 'MRED I I = I 1 + GRAPE BEAM STIRRUPS d 6 NOTE: BEND NOT REQ'O WHERE BARS LIE ADJACENT TO EA. OTHER WHERE BARS OCCUR IN SAME PLANE TYPICAL REltfORCE~NT BAR BENDS N.T.S. 0 1/2" EXPANSION JOINT \ AT 40' OC \ NOTE: FOUNDATION REINFORCEMENT TO BE CONTINUOUS BELOW JOINT JOINT SEALANT BOTH SIDES AND TOP OF WALL BACKER ROD •;PREMOLDED EXP JT FILLER ;.~;~-t'. ...:-:-.~., ,_·\~-~ v:: .~" "\. ~-"'•1 '\ :~ ~~·" '\. ~-'•1 < f_.~. :: .. _~:·!.· r-... I\ '._;-~: ;~_.:~ ::_·_ .-.~~-~: __ : __ ,.:·!_:f'. )( ···;~ ;;_ .. ·rt::-:1·:.· ~, I\ ~ -~,'": -~} ,::. :1·:.· ~ 1> -! • _\ _.:,., f• "• .u• •~•-~ ., f• .,_ .• ,: ·~'-;:=(', ,·· ~,,.. < q ~ ,~ ,.,. .. ·,· ~-~~ ~-, ... ,. FULL HEIGHT VERT _J BAR EA SIDE OF JT TO MATCH VERT WALL REINF. TERMINATE HORIZONAL STEEL AT EXPANISION JOINT -~~-.f-. A_NS~IO~N~JO~IN_T ______ _____,0 f EXP JOINT_/ PER PROFILE AND® rt " , ' ~ ' • • 24" r-tt::::,,.,-#41 @12" .,,,.--#4@12'' i.-~-,r (TYP) r\-lJ " ! SECTION LOL NOTE: FOR ADD'L BACKFILL INFO SEE SOILS REPORT. MIRAFI 140N FILTER FABRIC W/ 12" OVERLAP \_ FTG REINF. NOT SHOWN FOR CLARITY. SEE TYPICAL SECTION HEREON SECTION I I I I . : I I I PLAN VIEW 12" FOR STEP HEIGHTS LESS THAN OR EQUAL TO 4'-0" " , ! LOL " CENTER 12" X 12" / FLATTENED EXPANDED ALUMINUM SCREEN (3003-H14½ NO. 0.081 12 GAGE OR APPROVED , EQUIVALENT) ON EACH v WEEPHOLE & ATTACH UP BACK FACE 1 12 .. OF WALL. ,__,,~--a, W/ EPOXY ADHESIVE AROUND EDGES OF SCREEN 1" MIN. 'MOTH J -_j ~L ~:[ ~,,.........,.__----=ci= PLACE CONT. GALLERY- OF ¾" GRAVEL DRAIN MATERIAL WRAPPED IN A LAYER OF NON- WOVEN FILTER FABRIC -CJ > -CONSTRUCT 4" DIA. WEEPHOLES @ 10' O.C. (CONC) OR OMIT VERT HEAD JOINTS @ 32" WEEPHOLE DETAIL o.c. (MASONRY) 0 ~----7 N.T.S. ~ 3 ~ ai ill 0 I 5 z :'.'i 0. ~ ~ C 0 ~ C ~ E ~ e a. § ~ 1n I 5 z :'.'i ~ 0 C 0 I □ _,,,.. <□ I= □ _< ~~ ::, ~ V> ,5 .,,,.. 00 00 -g I ,,j V> ,._ z.., < / -' 0 0. -.; ~-----~----------------~~-------~-~---~------------------~---~--------~----------------------------<r~ z e "' 0. ::,;/ ' IA~ i==v=EN=A=GIN=S= 0 =s n=· ·=~="=!!=~=~=s!=:VEY=I=~=!=·==! ~ 64-00 OAK CANYON, SUITE 150 (949) 474-1400 TEL CONSULTING IRl'INE, CA 9261B (949) 261-B4B2 FAX UNDER THE SUPERVISION OF: APPROVAL RECOMMENDED: ~x a. ::,; ;;; < C> ., ANDY TRAN RCE 63670 ~ '!': 1-----+-------+---------------------+-----11---=SE~N~IO_R_C_IV,IL~E~N~G~IN_EE_R_-;-----------------------.----------i~: 1-04/12/13 AS BUILT PLANS DESIGNED: DRAWN: l:l ~ 1.£; DDV, DH DDV, DH ,___ ______ _, is ;::- DANIEL D. VlLLINES R.C.E. C55210 DATE NO DATE DESCRIPTION OF REVlSIONS APPROVED CHECKED: DATE: , ,. , ,, SHEET OF !ll <::. ~---------------------------------------------------------~----------------~--------~--~---~------------------~--~~--~MR~H~-~08='"~0~9,~1=2~--------------------~------~~~ STRUCTURAL DETAILS 9 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. NOTE: NO SPECIAL INSPECTION REQ'D FOR PLANTER WALL NOTE: APPLY HENRYS ASPHALT EMULSION (TYPE HE107) DAMP PROOF SEALER OR APPROVED EQUAL PER MANUFACTURER RECOMMENDATIONS TO ANY PORTION OF THE WALL PLACED BELOW GRADE. #4@32" CTR W/ STD HK BTM, TYP TW TF 8" TYP g .:g ;:: ~I I 3" 1 '-6" (2EA)#4 LONGIT BARS AS SHOWN, TYP TYPICAL PLANTER WALL <~N~~_:.2=.0~-~F~T~M~A~X~RE~T~A~IN~'G=)---0 ABV ABOVE DTL. DETAIL ADD1L ADDITIONAL DIA. DIAMETER AHO AHEAD ¢ DIAMETER ~RtH'L ~RffilM:7ruRAL DIM. DIMENSION DO DITTO & AND DBL DOUBLE @ AT DN. DOWN BK BACK DRWGS. DRAWINGS BM. BEAM EA. EACH BLW. BELOW E.F. EACH FACE B.O. BY OTHERS E.J. EXP. JOINT BOT. BOTTOM ELEV. ELEVATION CAN1L CANTILEVER EQ. EQUAL C.I.P. CAST IN PLACE ~~ UIP. E~UIPMENT CL or ct. CENTERLINE E TOR EXIST'G E ISTING EXTERIOR CLR. CLEAR E.W. EACH WAY COL COLUMN E-W EAST \\£ST CONG. CONCRETE FT. FEET~FOOT CMU CONG MASONRY UNIT FIN. FINIS CONN. CONNECTION CONST. CONSTIRUCTION FLR. FLOOR C.J. CONST. JOINT FTG. FOOTING CONT. CONTINUOUS FDN. FOUNDATION CONTR. CONTRACTOR GA. GAUGE GRD GRADE TYPICAL STRUCTURAL ABBREVIATIONS N.T.S. INSTALL CAP INSTALL CMU BLOCK WITH SOLID GROUT PROFILE v1EW INSTALL #3&16" DOWELS WITIH 6" MIN EMBEDMENT AND NON-SHRINK EPOXY GROUT REMOVE EXISTING CMU CAP & -9,~-.s~_B_L_OC_K_ON_EX_IS_T_IN_G_W_A_LL ___ G NOTE: APPLY HENRYS ASPHALT EMULSION (TYPE HE107) DAMP PROOF SEALER OR APPROVED EQUAL PER MANUFACTURER RECOMMENDATIONS TO ANY PORTION OF THE WALL PLACED BELOW GRADE. _J g 8" TYP TW SEE PROFILE PCC SIDEWALK (2)#4 TOP BARS AS SHOWN 3" MIN -111-r !!lW ·••• -P~~~i- . 1 I -IIF"'[T' -ITT=~,... ------12" PCC V-DITCH PER® , ...... ··1 ia-.,4:· #:r:i""<::.,.::::""':::4->jl--#5@32" EDGE, TYP • .I.. • .... '· CONT. SUB- ---,,--'--cc-:-"-U.. I· • DRAIN SYSTEM TF N;-:r :·•;•·•.-·. : Ii • PER® NJ-j*~:;==~j==f;, :~;•:.;::= .. ~---~-tl>f,;~:-_;<~---~-61-·· ~ (5EA)#4 LONGIT -'-----~-·' • • • '· • BARS AS SHOWN, NOTE: * EMBED 1ST COURSE OF BLOCK 1" MAX INTO FOUNDATION POUR (WET SET) OR MORTAR SET 1" MAX. 0:: ' ...J ,.., u TYP #4@16", TYP TYPICAL WALL SECTION <~N~~_:.4~.0~-~F~T~M~A~X~RE~T~A~IN~'G=)---0 HT. HEIGHT HORIZ. HORIZONTAL I.F. INSIDE FACE LLH LONG LEG HORIZ. LLV LONG LEG VERT. MANF MANUFACTURER MAX MAXIMUM M.B. MACHINE BOLT MIN MINIMUM MTIL METAL ~NJM. NEW NOMINAL N.T.S. NOT TO SCALE NO. NUMBER N-S NORTH SOUTH o.c. ON CENTER 0.F. OUTSIDE FACE OPN'G OPENING OPP. OPPOSITE 81-OUTSIDE DIAMETER OVER PERP. PERPENDICULAR P.S.I. POUNDS PER SQ INCH P.S.F. POUNDS PER SQ FOOT EXISTING WALL FOOTING PROFILE VIEW RAD. RADIUS REG. REGULAR REINF. REINFORCING REQ D REQUIRED SCHD'L SCHEDULE ~~C'G SIMILAR SPACING SPEC. SPECIFICATIONS ~~-~~~1tnss STEEL STD. STANDARD STL STEEL STRUCT. STIRUCTURAL/STRUCTURE T&B TOP & BOTTOM THK. THICK T.O.C. TOP OF CONCRETE TF TOP OF FOOTING TW TOP OF WALL TYP TYPICAL UBC UNIFORM BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL ~,.F. WELDED WIRE FABRIC WITH W1/0 WITHOUT 7 #3 TIES PER® INSTALL 2-#3 6" MIN EMBEDMENT IN EXISTING FOOTING WITH NON-SHRINK EPOXY GROUT NOTE: APPLY HEN RYS ASPHALT EMULSION (TYPE HE107) DAMP PROOF SEALER OR APPROVED EQUAL PER MANUFACTURER RECOMMENDATIONS TO ANY PORTION OF THE WALL PLACED BELOW GRADE. _J xZ <( 0 :l;>'= (/) ' z st w I >-- g 8" TYP • X ~wTW SEE PROFILE #4@32" EDGE, TYP ' <Xl I <Xl ::::, >--::; ::::, uo ro~ 0 ' _J 00 . I Vl st st NOTE: * EMBED 1 ST COURSE OF BLOCK 1" MAX INTO FOUNDATION POUR (WET SET) OR MORTAR SET 1" MAX. #4@24", TYP 0:: ' _J ,.., u 3' 5' .. 2' (2EA)#4 TOP BARS AS SHOWN #5@16" EDGE, TYP __ y--#4@16", TYP (7EA)#4 LONGIT BARS AS SHOWN, TYP #5@16", TYP TYPICAL WALL SECTION <~N~~_:.7~.3~3~-~F~T~M~A~X~RE~T~A~IN~'G=)~---0 NOTE: USE 2" X 16" SQ. CAP PLATE@ TOP OF PILASTER, U.N.O. EXPANSION JOINT EA. SIDE PILASTER SEE ........,,c...+-- 16" SQ. PILASTER W/ (4) #5 VERT. & #3 TIES @ 10" O.C. ADJACENT CMU WALL WHERE OCCURS ~TTT777'Vl jT 7 • IZZ2Z-ZZ"Z:.7.Z2..'Z,r,,-i L _j [~'-.L..LL.L.LL.L.L..j EDGE OF FTG PLAN v1EW SEE NOTE BELOW NOTE: STEP EDGE OF FOOTING TO MATCH EDGE OF PILASTER AS REQ'D. PROv1DE STD HOOK AT BOTTOM OF VERT. REINFORCEMENT, TYP. ~--8 PILASTER @ WALL 0 N.T.S. EXISTING WALL FOOTING SIDE VIEW #3 TIES PER® 2-#3 EXISTING SWALE INSTALL 2-#3 6" MIN EMBEDMENT IN EXISTING FOOTING WITH NON-SHRINK EPOXY GROUT & -~~-~f-. S_TE_R_@_EXI_S_T_IN_G_W_A_LL _________________ 0 NOTE: APPLY HEN RYS ASPHALT EMULSION (TYPE HE107) DAMP PROOF SEALER ~ OR APPROVED EQUAL PER i5 MANUFACTURER RECOMMENDATIONS -' 8" TYP TO ANY PORTION OF THE WALL PLACED BELOW GRADE. ""'=':;==;=:~==:=::::'.::::'.::::'.::::'.=-~ ~E PROFILE xz <( 0 ::; >-- "LEDGESTONE" VENEER X ~ ' <Xl I 0 (/) :::::) I--: z ~ =, OC) w uo I>-~ • X • ~stw "ix, (!) 0 : ::J <Xl 0 . I Vl (0 ' z <Xl ::; 0:: ' _J ,.., u STD HK BTM NOTE: * EMBED 1ST COURSE OF BLOCK 1" MAX INTO FOUNDATION POUR (WET SET) OR MORTAR SET 1" MAX. (2EA)#4 TOP BARS AS SHOWN ., . 6" 1 • I N VAR. 3' MIN 2' VAR. 5' MIN (2EA)#4 TOP BARS AS SHOWN #4@24", TYP #5@32" #5@16", TYP 4" BLANKET OF PERMEABLE MAT'L 6"¢ PVC SLEEVE W/ ¾" GRAVEL & PVC STRAINER FLUSH W/ BTM OF PLANTER (2 LOCS) TYPICAL WALL SECTION <~N~~_:.6~·~0-~F~T~M~A~X~R=E~T A~l~N'~G~) -----10 6" PVC DOME DRAIN AND HUB W/ 6"x4" TRANSITION COUPLING. SEE PLAN FOR WALL DRAIN LOCATION #4@32" CTR W/ STD HK BTM, TYP 4" SCH 40 NON-PERF PIPE PROPOSED WALL JOIN PROPOSED CB - OUTLET TO REAR OF CB SEE PLAN FOR LOCATION 12" 6" 4" CLR =-11,- 71:----17' ',_ (2EA)#4 LONGIT BARS AS SHOWN, TYP ATRIUM DRAN CONNECTION TO CATCH BAStJ N.T.S. TIRIM HORIZ. & VERT. BARS AT OPENING, TYP PIPE O.D. 2'-0" (2EA) ADD'L #5 HORIZ. BARS AT OPENING, TYP +8 MIN TYP ADD'L VERT REBAR(S) TO MATCH RETAIN'G WALL SECTION TO NEAREST ADJACENT OPEN CELL, TYP (EA SIDE) BACKFILL ANNULAR SPACE W/ NON-SHRINK GROUT, TYP oz ci ::; ~ <Xl a.+ PIPE OPEN'G DETAIL -CMU WALL 0 ----5 N.T.S. 12" Pm-DITCH PER 4 6 3" GEOFABRIC :ITi"'!t-----SOIL BACKFILL COMPACTED TO (/) w 0:: 90% RELATIVE COMPACTION (BASED ON ASTM D1557) FINISHED SURFACE J}/::<::::J ~ 9 + ,r------t:::· r---t" OPEN-GRADED GRAVEL WRAPPED IN AN APPROVED GEOFABRIC I • 1~:,~d-1----'--"- WALL FOOTING ~----~l:::::'_4" DIAMETER PERFORATED SCH 40 PVC PIPE OR EQUIVALENT INSTALL #3@12" DOWELS WITH 6" MIN EMBEDMENT AND NON-SHRINK EPOXY GROUT SAWCUT EXISTING WALL AND FOOTING INSTALLED WITH PERFORATIONS DOWN; 1 % GRADIENT OR MORE TO A SUITABLE OUTUET REMOVE WALL AND FOOTING NEW FOOTING SAWCUT NEW CMU r-t~-1 BLOCK TO FIT ANGLE AND INSTALL EXP. JOINT WffL½ EXIST WALL 7 NEW WALL NEW FOOTING & ~~?~.~~_A_T_EX_IS~T_IN~G_W_A_LL _____ G 0 • ~ ;,i "' "' 0 I 5 z :'.'i "-~ ~ C C !j; C • E ~ e ~ ,!§ ~ in I 5 z :'.'i ~ • 6 i C, _,.,,.. < C, I= C, _< ~~ ::, 0 Vl ,5 .,.,,.. 00 00 -1l I .,j Vl ,-.. z ,.., </ _, . "-0 ~-----------------------~-------------~---------------~--------~-~----~-----~------------~--~---------~----------------------------< r .~ z e "' "-:,; / VA Consulting, Inc. ~ ENGINEERS • PLANNERS • SURVEYORS --f==========I -6400 OAK CANYON, SUITr 150 (949) 474-1400 Trl CONSULTING IR\IINE, CA 9261B (949) 261-B482 FAX UNDER THE SUPERVISION OF: DANIEL D. 1/lLLINES R.C.E. C55210 DATE ~ No. C5521 xp.06/30 APPROVAL RECOMMENDED: ~x ~ "- ::, " -< "' ,.., ANDY TRAN RCE 63670 ;,; -fil 04/12/13 AS BUILT PLANS SENIOR CIVIL ENGINEER ~ :lj l----+-----+---------------------+----11--==----r-=-:-:::c---i----------------------,---------i~~ /\1 10/30/12 ADDED DETAILS 10, 11, AND 12 DESIGNED: DRAWN: [:J ,..,_ L.l.:i. DDV, DH DOV, DH I---------< "' ...... 0 .... NO. DATE DESCRIPTION OF REv1SIONS APPROVED CHECKED: MRH DA TE:OB 09 12 SHEET OF §l ~ 1-----------------------------------------------------------~----------------~--------~-~---~------------------~--~1-----~--~~~--------------------~------~~o 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT JAMBOREE ROAD WIDENING PROJECT R-5998-S NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 STORM DRAIN PLAN AND PROFILE 10 RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. 45 10 00' 12.00' 31.92' .50' IPJ WALL f-----------+-----------+----l---+--------1----+-------------tlf-ttl-----------+------------H --------'--'FS"--'-'A.,_T-'f'-IP-=E_J._+-o r -1 -__.o,."'_ljf-<11 t--------,---------~~~=~-7==W~=~2'~'=;:i-----t------, REMOVE IEJ CATCH BA IN ,-CB 3 1-------------+---<c-XIS+(NG----GR-QlJN z 13 w w w 1------------+--------\----+----'-<=\0 (ill\) - 25 -"' , , , , , / -0.01 ~f"N +---R---+---+--++-+--1 , / 01-0....> DO...> z Cl::: ~C-----t----1=:-t~~------,<w~a:c<+:ze-------------+-----------+----\:-----------+::::,:i'z>--z-t-------\----z-te--z-J > 0.. > 0.. -e----, Ct: Ct: > z f-----------+--------------1------"0-J-L,-'---il)_~_, a, a_• -,-hoo0_ -----------+-----------+-+--------=OJ ----iCIW------',--_ _c1-4-_ _,,'-J~---l---c 4 ..-oo . 00 ooo. o..N ~ 00 ... 00 00 "' f-----------+------------1-~~FI-S~:C--,;..,.,,_· 8-:a-d""'"-------+_,-;:;_o+ :---------.;,;0;-,_e>t"..,.2-----------l-----------+----;,__ _____ ---i'-'cicl,"'t'-· -*l----ec:-!'s-l~---i-a-t-,,,- ..-~ ±G::Jc3 ..---~N etas "!3 ,.-: □ 1------------+---------------1-------+-'CONSIRllCL'i 18" RCP 112 !'.J ~-+-~O,fl/SillUCLlO~~~-t------------+-----------t-,l------------;--~-~- 18" RCP 11250-D) 8 z "' z "' + - ,.-: ,.-: "' -to w " "' 10 "' "' cci cci -+ + - to z z 0.. 0 :::J < 3: oO +..., 24.91' LF 26.22' LF 18" RCP 1B" RCP ..--> >O.... >D.... ..-> -. zC.-------+-C.z -+o --z o -. za.-----+------------l m -c:::: -c:::: ~- N~ t=-~~-~-~cl~~1-----1------t r--. I"") co ,,,_--+----------< -0 00 00 cci -00 G □ " w -z Ei - > c--i cci + ,.., ,.., "' ,.-: L. "' 1B" RCP v cci 1250-D + - -\-----------+-------+2§()-H----+---f----h2§Q-.,_---------ll-------------+------------l-----------l SCALE: HORIZ: 1 "=10' VERT: 1 "-4' 1+50 I / / / 13' 3' 24 I I ' ..:-1' f I p / / / / / 2+00 I \ ~ I I I "' I I I I "' I I I I I "' I I I I ' \ ' I ' \ ' \ ' I ' \ #' I I I I "" I ' I I I I "' I I I I I \ \ :;! ~ I "'-I <ic \ \ I '- C <( '-'-'-a,r•1 ------"-<---la~'-s-- ' , 66.2 'RT L, I =7~ H=6.0' 44 w w a: I I I '2 I I 0 1---- -1-----Tm __ _ ~ <( -, 1+00 / ~ / 1+50 / _., / // ,/ // / / (8 R,t( 3+00 3+50 SCALE: HORIZ: 1 "=20' VERT: 1 "-2' ■■ ■■ / /~::;;;;::::;;;r"i;irmF=mi=;;:;=::;rw-=m;:::::;;;;:=;,;;=w=- • RCP 1/ 5.94 LINE A TV X-ING LINE A 3+12.0 LINE B BEG 18" R-P ---- (El 30" RCP ---l' ----r-:.,,-J;;"I--T-- no .LJ - "'! a::: --~ Ow ,..-; W '+~~II +~~II ~om~ ~orn:::r:: ~-a!IC 4"S __, SUBDRAIN TO 1+58.45 LIN A ~ '-' ;_ ~ u;.: rG -45 --«----N-G-.,,--<-J--G-----G----. EITHER END 18" RCP -, 11 -, 11 F EXISTING / CB #4 , W=3.5', H=7.94' 3: 3: DRAIN TOWAl3Jl[NEW a·•w-____ 8•·w-____ 8•·w-_ - - LK DRAIN ~-DO / A LOW Pl)\N I. / , CONSTRUCTION NOTES @ CONSTRUCT TEMPORARY SILT FENCE 16' HIGH WITH 2' EMBEDMENT) PER 2009 CASQA CONSTRUCTION BMP HANDBOOK STANDARD SE-1. @ CONSTRUCT 1 B" RCP PER PLAN AND PROFILE WITH BEDDING PER CITY OF IRI/INE STD. PLAN NO. 31 B. ® CONSTRUCT CONCRETE COLLAR PER CITY OF IRI/INE STD. PLAN NO. 310. @ CONSTRUCT CATCH BASIN TYPE II PER PLAN, PROFILE, AND CITY OF IRVINE STD. PLAN NO. 301. @ JOIN 1B" RCP TO EXISTING JUNCTION STRUCTURE PER APWA STD 335-2. @ CONSTRUCT CURB INLET TYPE OL-A IL=7') PER CITY OF NEWPORT BEACH DWG. NO. STD-305-L. @) CONSTRUCT CATCH BASIN TYPE I PER PLAN, PROFILE, AND CITY OF IRVINE STD. PLAN NO. 300. @ CONSTRUCT 1 B" RCP PER PLAN AND PROFILE WITH BEDDING CITY OF NEWPORT BEACH DWG. NO. STD-106-L. @ CONSTRUCT PCC SLOPE LINING AND PCC CUTOFF WALL PER DETAIL 7 ON SHEET 5. @ INSTALL LIGHT ROCK SLOPE PROTECTION IRSP) WITH MIRAFI 1100N/15/300 FILTER FABRIC. @ CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH DWG. NO. STD-313-L. @ CONSTRUCT 6" ATRIUM GRATE AND JOIN TO CATCH BASIN WITH 4" PVC. @ CONSTRUCT UNDER SIDEWALK DRAIN 14" SCHEDULE 40 PVC PIPE) PER CITY OF IRI/INE STD. PLAN NO. 305. ® CONSTRUCT RETAINING WALL DRAINAGE SYSTEM 14" SCHEDULE 40 PVC PIPE) PER DETAIL 6 ON SHEET 9. DEMOLITION NOTES [I] SAWCUT AND REMOVE IITEM PER PLANJ. UTILITY NOTES ® PROTECT IN PLACE (ITEM PER PLAN! . (D REMOVE !ITEM PER PLAN) . @ CONSTRUCT PRIVATE 4" SEWER FORCE MAIN PER SEWER FORCE MAIN RELOCATION PLAN. LIi£ DATA LINE LENGTH BEARING L1 19.49' N12"0311 "W' L2 21.50' N49"21 '37"W' L3 5.99' N40"45 '21 "E' L4 43.15' N41"39'12"W' GRAPHIC SCALE 20 0 20 60 SCALE: 1" = 20' O> • " 5i 0 I □ :[ ~ a. I 0 0 "' o, "' " ,. • C 0 a: -• i e a. E +' • • b V, I □ z :'i ~ C 0 ~ \;1 D ~/ -< D !:: ~ ::,; u "' / :::, O> VJ " "/ oD 00 -:g ' -! VJ " ~,. ~ . a. 0 ~----------------~---------~-~---~-------------------~---~---------~-------------------------------1 ~ -~ z 0 '" C GRAPHIC SCALE Y/)i VA Consulting, Inc. 10 0 10 30 ENGINEERS • PLANNERS • SURVEYORS 6400 OAK CANYON, SUITE 150 (949) 474-1400 lEL CONSULTING IR\1NE, CA 92618 (949) 261-8482 FAX SCALE: 1" = 1 o· UNDER THE SUPERVISION OF: ROGER T. CHUNG R.C.E. 653B8 DATE ,,.,'I-1 . C, No. 6538 xp. 09/30 APPROVAL RECOMMENDED: ANDY TRAN RCE 63670 SENIOR CIVIL ENGINEER ::, ~ ~x g: ;!;~ " -z .. z .. '" g □ .. e-~+------ll--------------------+----r:==:::-----,.=7-::-:7----t-----------------------,-------73~ A DESIGNED: DRAWN: 1.1.::,. 04/12/13 AS BUILT PLANS RTC, SWIL RTC, SWL l!J ::' CHECKED: DATE: f----------1 ~ ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH OB 09 12 SHEET OF ~ 1 ~------------------------------------------------------------~-----------------~--------~------~---------------------------------~---------------------~------~ 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT JAMBOREE ROAD WIDENING PROJECT R-5998-S NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 STORM DRAIN PLAN AND PROFILE 11 ȭ ȭ RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. CA T'H BASIN 1/4 '!? ~ ! 1------------+-----------------l1-----------~·~HP.-:----------+---------------11------------+-------__3"-------l~ro , I ST TA 51+67.25 u; MACARTHUR z "'f.J , CONSTRUCTION NOTES ....._ / FS / 56. O' RT ~n, iii u;;; g§ ~: / '~ 1----------+------------t--=--c----/-+--t--=: L ~"';-1, ±3.61 / <(""",e_:.,>--='-c.:+-----/-+------+-----------+----------t-----------+--------, :r: co ~ """' 0 I( l---------------l-----------------ll--------=-----.---1------l------~l------------ll-----------------l-------------l----------i='-'~o ~-a -4---/--------+------------+-----------+------------+---------j @ CONSTRUCT MODIFIED CURB INLET TYPE OS PER PER CITY OF NEWPORT BEACH DWG. NO. SlD-306-L, PLAN, PROFILE, AND DETAIL 1 ON SHEET 11. 45 40 I < ui >-,_,w II / -ovcn\=r'"i.n_ ..i------__,_ Ir-~ ' 11 / ' I ---f----l-----------l---------i~~-l------,,.,,*=-=_:_ _____ -+-----------I-----------I----Es.-----l===Jl::=------------+-----------+------------i~-------t------1-G[}---\ REM01• / I 'I I : I, / \ 11 / , ,EMOVE7Er--c;a;T '18;,l;Slii 1: , I r I "-rr-\ I ' 11 I I I I I' I ; I ' \ 'I I I I I 1 I 'I )7 I 1' ' !El CB-I I I I 11 I' ' ; I ' '-.I I I I :1 I I 1 I 11 I I -r >+--H-------t------il--f-----------+------------1-------------+---------++-+~--1l11f----------i~---'7---------+-----------+-------------+-----------+-------------1 ' ' 1\ ' 1: I\ " 11 ' : \ \ '~ I \ ,\ ' 11 I ' "-\ ' ~ 11 L __ ' 11 I ' I, REMOVE 4±LF _j ,~ I IE) 12" RCP 11 : z: (..) :1 I "' ~. 11 I "! "' ' I' 11 11 1: ,, 11 11 I 11 ,I I ,. 11 : 11 I 1: I ,. 11 ~EMeVE-EXIS-TIN<l=<:-• I JUNCTION STRUCTURE "-- A I 11 1: /r I I I / ~ , I I i I I I /{ I ' / I i , I I\ \ L-REMOVE 12 LF ~ x 11 11 IL _JI El-ir-RC, JOIN WESTERLY f--l.: '1' / -------1------------+--------H-J-------t.---71-.------------+------------1------------+-----+~)(1Sf1Ns-+a"--Reii;f~'"-1fbf~all-----------+------------l-----------+------------lf--------l 1/ l------t----------+-------trr---+-+-+---------+-----------+----------1------:[c::40:--:.2:-::l--::IN-::-V:-✓-t,r-L-+------------t----------+-----------+----------t---------,-G[}----z ' ' ' ~ ® CONSTRUCT CURB INLET TYPE OS (L=3.5') PER CITY OF NEWPORT BEACH DWG. NO. SlD-306-L. DEMOLITION NOTES DJ REMOVE !ITEM PER PLAN). I I L _J aOIN----i:'.ASTERc 1 l------------+-----------------il-------------+-----------------jl-------------+------------1---~•XISJ]NG__ll<_~•-·= R!'P __ +---+-----------+-------------+-----------+-------------+--------j SCALE: HORIZ: 1 "•10' 'IIERT: 1 "=1 ' z <( -· a:, Z:r: -(..) .., >-<(---+------------+--------------+------------+-------------f-----------< . (..) "B-#-5-PR9Fl1 .. ' / ,. • :,-; ~/ 1/, I~ I ',",, ' // / // i' ),, ~ /~111 # /~11 / .-_-•-_-A , , 51+67.25 / ~--';,;,•~ 11 / ,~EXISTING 12" RCP SCALE: HORIZ: 1 "•10' 'IIERT: 1 "=1 ' -STD FRAME & COVER SEE CITY OF NEWPORT BEACH STD-304-L, NOTE 6 / ",,, ', '-1 ; 4±LF OF !El 12" RCP ~ / '-2). MACARTHUR BLVD 54 ~1 r TO BE REMOVED / , CB 1/4 C/L ; ✓ I I FACE PLATE ASSEMBLY , JOIN EXISTING 12" RS_F'1 1 ..., '1/ '~ l\ ... [40.2l lNV I I NEWPORT BEACH / ', L=3.5', H=3.61' I c) -\ -----1 6" 3 1 '+6" / 6"f--SEE CITY OF ", 1 -::t:!.. , I I~ -+-_ ~I ~2-#4 BARS SlD-316-L ~ ---TS-----TS-1/ ', 11 T ,J,, "' "' \ --~ I - -~ {HI 111"--~,~+-j 11:7 :6~~iciEs 1/4" RAD~ ANCHOR-T r~~~~ ~~CE ----=.-=.-:.--::.157 =-==--T-----T---=---l!l-=-----15 -~--TS ---.RELOOATED BY Mc1 "' "' \ --A--_ _ "', 1 r _1.cLR \ 1 c40.4l lNV , 1 :_....,__,--sr=:::=::'._-;_:-_:-_-~_ TS-----TS----/4________ ',,, (")/7"18-."-RCP---TS-..L - --Y -<r~ ----rs-\-,--TS (Pl lRRIGA;O~~NE IL_ -I 1:=F/1 -t 'i '--/II I :ti/-~ ~ -1·:._-"---_.__ ~.,,-) , s., I:>.. / ,, ' ~ -~--:::: -~~ .-.... 1-1/2"CLR--+-.' -j-1'CLR '"\\ ,,-_~/ ---Sl-----Sl ---rs -...r.._ ___ ,t{ _ sv ~~--~--0.,.)':Z,?!' -~TSTS ~~-~:----~~:: ~----TS -----TS__ ~ ~i 1-1 /2" CLR-rr\y>-+-"'\,l -;1/',>$1-\_ -~ /rw \ ----TS-----rs ---#4@ 12"0C I STEPS, SEE CITY OF l ---- ' BOTH WAYS----L~-I NEWPORT BEACH r ~ ~ ,, --_ :; .__, . I/ / "' ', STD-404-L :r: / ~A. // (Pl ELECTRICAL CONDUIT /11 ' --s., -. .✓-// f~ --; • " "' "' ',., 3-#4 @ 3'__,/ I I 11 I I I 11 I I v-#4@ 6' I / --.... ,,,,,...---EXISTING I /- ~. / 4' ,J,, /,/ ' 1 ;/ □ 'V "' ,J,, ', 11 I I I 1---<'11 i \ 18" RCP #4 @ 12"0C BOTH WAYS f::. / //~/ # / :ft_"' "'~ . T 1 El 12" RCP ,J,, "' "' ',,,_ //, ANCHOR I 11 I I~ i iv-SCORING UNE \ / 1-1/2" CLR~ 1--. . .. ij1/ ,---.....,__, , , , 1 , e-1 [40.31 INV .I -,.......,---+-~ / / "" w "" T / "" w "" "" "" "" -7 , = ----T----~T--~~ T /4,.,1/ T T T-----T-/,~--T----/ ///.,.,,.I T "' T " 1 ~:~,~/~~,~,"--m-"' " T " -~ T T'r, __ '1//.,__ <r->--,'1=9~11==µ._=l-:,-;;;=1===='·=1 ~=1·~.,.~=t--_.,-> _j 6"f-----~5~•-~o~"-------j6"~ "' ~ / 1 1 1 !El JUNCTION STRUCTURE , I INTERFERING PORTION OF --, ✓ 4' RADIUS-5 ~1 1.,1 AND INTERFERING 1 1 1 1 1 ABANDONED TRAFFIC • ~ A4' RADIUS !TYP) z / 1 1 1 1 / SIGNAL CONDUIT (" ~ PORTION OF (El 18" RCP ~1 53 (El 18" RCP SECTION A-A 1 / // / / /'# //""' C()(J_J~ ~~, to~/ 1 1 11 ~ 1 # 1 111.: 1~/ 111 1"'1 / 1 ii ;i_ _.--MODIFIED CURB INLET TYPE OS DETAIL % / 1 / 1 ::. '-';;, ---N. T.S. (D1 !!,.l1 ..._ / ~ / <C -E-/ / / / -:J I"") --C: / / /1/,, I I / _!', __ , .. --@P ~ I 1/'/ / ~ / / ,---~ ---12"~ - - --12"W--~~ / -12'~ ~✓--~--/ ~'? //~12"W-- - --12"W-- - --~•~~~==---------12"W -[ -_-~---/----~,-✓-:_-__ G---~=..•G-----/f'.1 - 11 L,t,~-G-~--,{11-1 ---G-----G-,"'11~,~✓-~ --G-----G-----G~---~s:--:-~G~----G---------G-----G D~!~~N :~~E~R~:~~S~N~~E~~:~ ~ --~ ,' / 1" 1 1 _,----1100.00l ELEVATION FIELD VERIFIED BY SURVEY ~ / s, / / / II ,,_----'.'j // 1 ;1 // / ----ao0.00] ELEVATION DERIVED FROM ASBUILT PLANS ~ 1 1 ,~ <:> -' -OR DESIGN PLANS NOT CONSTRUCTED ~ / 1~ / 1" 1 1 1 1 __ ,---AT THE TIME THESE PLANS WERE PREPARED ;l! / 1 I I ,---CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS "0 I / / / ~--S:: 1 I 1 __ ,-"7 AND NOTIFY THE ENGINEER OF RECORD OF ANY ...,9- / ,,<i-/ ., E ---<r <:> DISCREPANCY PRIOR TO COMMENCEMENT OF WORK ;': §: /~ .._'\, / ---/ / t:< / / / -E--/ / ~~ ,1 ;1 -·---1 1 1.1 JAMBOREE RO"' 10 30 vl ,5 _.-1-------~/-,"---7-1----_;t-J.-:--=---T ----T-..e,;,---J_ ----T-----T-----T----------T-----T-----T-----T-----T----T-----T-----T-----T---: 88 --~ t--/ / // ..... :g .,...~-/ -r_ / / / I rlll -,,cl T -f"lltW 4( • ~EACH 21 + 1 1 1 22+00 !Q:;:; ~~---•~ ~ f c/ ~1-llf-a--•l+I ~-i" I -I¾, 11 ¾I 11 I -11 I l--a-llHl--l¾--l+l--•¾l __ a-1_1-f-_•ll-llf-a-•l¾l--ll-llf-a--•l l--a-llHl ... l¾-••-------11+11 -Hll-11■---ll-llf-a-.!IHl-¾--H o' t; __ ,-----///' CIT'{~} tRVINE /;11 ///f~~-;;~,::::::'.'.~:::::~:!'.'.=!~:::::~~~--'.'.;;:--:::::··;::;~;:;::::'.'.:;:::~~-~\~~:'.'.:;:::~;;:;:'.'.;~~----------------i-----~---------~-~----~------------------~---~A-P-P-R-OV_A_L_R_E_C_OM_M_E_N-DE_D_:_~-------------------------------1 i! /1~1 i,;/111" ,1"'1 11"'1 ~,~';=;;;;::;;;=;;::;:,;:::;;:;::;;~=;;;;---------------;::;;;:::;;~:;. ___ ;:::;; __ :;:: __ ;;;::;; ___ ;;:::::; ____ ;;;_ .. =;;: .. :::;:;::_;; ____ ;:,s;; __ ,;;:::::; __ ;; ___ ~' fl\-., ':~~!~~!!~s~i!~!• ~j~E~~ ~ I: ~ 6400 OAK CANYON, SUITr 150 (949) 474-1400 Trl ~ ~<:, ~ ~ "' '" CONSULTING IR\IINE, CA 9261B (949) 261-B482 FAX ~ No. 653B8 "' ~ ANDY TRAN RCE 63670 ;,; 0 UNDER THE SUPERVISION OF: -Ir: Exp. o9/30/l3 1-----+-----l---------------------+-----t-::-::::-c::-S:-cEN::IO_R_CI_VlrL::-:E:--:NccGl:-cN_EE_R_-t-_____________________ --r _______ 7 i ~ ~-CIVI\. ~'<" A2 04/12/13 AS BUILT PLANS DESIGNED: DRAWN: [:J ,,,_ -~ "" \~l:l'"~ 1£c,. RTC, SWL RTC, SWL ~~\. I-------~~, 0,... NO. DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: MRH DA TE:OB ,09 ,12 SHEET OF §l ~ 1-------------------------------------------------------------~-----------------~--------~-~----~-------------------~--~-----,_-~'"~''-~---------------------~------~~o / / ✓-,,;, GRAPHIC SCALE 0 10 SCALE: 1" = 1 o· ROGER T. CHUNG R.C.E. 65388 DATE 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 12 SEWER FORCE MAIN RELOCATION PLAN RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. / --r-----T- T--------------T- -T-----T-----T-----T-----J: -- ----------6--.12"'"'--~ --12"W-.,.. -----1,:;1-----G---- I \' \ \ \ ' I I \ I \ ' \ \ ' 1. \ ,. \ ' ' \ ' ' ' ' m TOE OF SLOPE (0 ----TV"¼- -4"S- ------------------------------------ -TV -=.T TOP OF SLOPE ; PROP. 3: 1 SLOPE EXIST. CURB H~~E~~ Al ~ 2 TCE LINE 62 63 64 "' ----PROTH--IN--PcAeEG-----G-----G-----G---------G---- w--c~~-p~~~~~~~-~~--~---"' f¥F= I p G w I- CONSTRUCTION NOTES @ INSTALL 4" PVC C-900, CLASS 150 SEWER FORCE MAIN WITH 4' MINIMUM COVER. SEWER TRENCH PER DETAIL 3 ON SHEET 12. @ INSTALL 90' 4" DI BEND. @ INSTALL 45' 4" DI BEND. @ CONSTRUCT THRUST BLOCK PER IRWD STD. DWG. NO. W-16. @ JOIN EXISTING FORCE MAIN WITIH FERNCO FLEXIBLE COUPLING OR EQUAL. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF TIHE EXISTING SEWER PRIOR TO CONSTRUCTION. TRENCH WIDTH EXIST. SEWER LIFT STATION JA BOREE ROAD EXIST. 4" FORCEMAIN /"--"' PROTECT IN PLACE ~-. Ill z "' -0 TOP SOIL / / PROP. RETAINING WALL PROP. SIDEWALIK PROP. CURB & GUTTER PROP. ROADWAY 18' PROP. R/W EXISTING SEWE FORCE MAIN 13' TO BE REMO D ' EXIST. PARKING LOT CURB & GUTTER ~ PROP. 4" PVC C-900 FORCE MAIN @) (4' MIN. CO~R) INSTALIL FORCE MAIN WITH UPGRADE FROM LIFT STATION TO TIHE END OF TIHE LINE AND AVOID HIGH POINTS IN BETWEEN. APN 445-132-009 " 4" PVC SEWER (FORCE MAIN) LOCATION A N.T.S. NOTE: CONTRACTOR TO COORDINATE INTERRUPTION OF SEWER LIFT STATION OPERATION WITH CHRIS RODRIGUEZ AT JIMNI SYSTEMS, INC (949) 770-7654 PRIOR TO CONSTRUCTION. - 40 0 .. ✓ ~ GRAPHIC SCALE 40 SCALE: 1" = 40' TOP SD=39.7' APN 445-132-011 CLSM PROP. 4" FORCEMAIN ~--.-,::-:c..,..,-v{-'-]:'-'7 NO JOINT AT CROSSING •.. :.:,4:~ :~ ~-"·· :·· ... _:: .. . . : • 3' 3' PROP. 18" STORM DRAIN z ~ • (0 4• PVC SEWER (FORCEMAIN) AND 18" STORM DRAt.l CROSSING DETAIL N.T.S. 1 - ,S' "' APN 445-132-018 "' "' '------" ---+---8~ EXIST. DISCHARGE SEWER MANHOLE - EXIST. ELECTRICAL CONDUIT CONTACTOR SHALL ~RIFY THE LOCATION AND ELEVATION OF TIHE EXIST. CONDUIT PRIOR TO CONSTRUCTION PROP. 4" FORCEMAIN 4" PVC SEWER (FORCEMAIN) AND EXIST. ELECTRICAL CONDUIT CROSSING DETAIL N.T.S. I I I I I " I a: w I-z w (.) 2 - ' (0 • (0 • 6" • IPE B'El • 6" • .OD .. ., • •. <J SEWER TRENCH DETAIL N.T.S . UIIE DATA LINE LENGTIH BEARING L1 6.84' N47'13'58"W L2 403.16' N40'38 '23 'E SELECT BACKFILL CONTRACTOR TO PRO~DE SHORING AS NECESSARY TO PROTIECT EXISTING CURB AND GUTTER AND AC PA ~MENT IN PLACE. CONTROLLED LOW STRENGTH MATERIAL (CLSM) PER SSPWC SECTION 201-6 INSTALL FORCE MAIN WITIH UPGRADE FROM LIFT STATION TO THE END OF THE LINE AND AVOID HIGH POINTS IN BETWEEN. FORCE MAIN SHALL HA VE 4' MINIMUM COVER. PIPE BEDDING ¾" CRUSHED ROCK 3 ~ ~ " ~ ' 5 z :'.'i "-~ ~ C 0 ~ C ~ E ~ e IL § ~ 1n I 5 z :'.'i ~ 0 C 0 I □ _,,,.. <□ I= □ _< ~~ ::, ~ Ill ,5 .. ..--o O o □ -g I .,j Ill ,._ z "' </ --' 0 IL -.; ~---------------~--------~----------------------------~---------~---------------------------~r~ z e "' "-::,; / ' IA~ i==v=EN=A=GIN=S= 0 =s n=· ·=~="=!!=~=~=s!=:VEY=I=~=!=·==! ~ 64-00 OAK CANYON, SUITE 150 (949) 474-1400 TEL CONSULTING IRl'INE, CA 9261B (949) 261-B4B2 FAX 120 UNDER THE SUPER~SION OF: APPROVAL RECOMMENDED: ~x IL ::,; ;;; < C> "' ANDY TRAN RCE 63670 ~ :'! 1--------+--------+----------------------+--------ll---=SE~N~IO_R_C_IV,1L~E~N~G~IN_EE_R_-;-____________________ --r ______ ----i~~ 1-04/12/13 AS BUILT PLANS DESIGNED: DRAWN: l:l ~ L£; JWW,JMS JWW,JMS ,___ ______ __, is;::- JEFF W. WILKERSON R.C.E. 63466 DATIE NO DATIE DESCRIPTION OF RE~SIONS APPROVED CHECKED: DATE: SHEET OF !ll <::. ~---------------------------------------------------------~----------------~--------~-·~---~------------------~--~~--~MR~H~-~08~0~9~1=2~--------------------~------~~~ 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SIGNING AND STRIPING PLAN R-5998-S NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 13 JAMBOREE ROAD WIDENING PROJECT MACARTHUR BOULEVARD TO CENTERPOINTE RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. GENERAL NOTES (STRIPING): 1. TRAFFIC STRIPES, TRAFFIC SIGNING, PAVEMENT LEGENDS, MARKINGS, AND RAISED PAVEMENT MARKERS SHALL CONFORM TO THE FOLLOWING: CALIFORNIA SUPPLEMENT TO 2006 MUTCD AND THE MAY 2006 CALTRANS STANDARD PLANS/STANDARD SPECIFICATIONS. 2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER REMOVAL OF CONFLICTING STRIPING. 3. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT MINIMUM THICKNESS OF 0.90 MM. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 4. ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE (MIN. GRADE IV) WITH PROTECTIVE OVERLAY FILM, UNLESS NOTED OTHERWISE. 5. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING, GRINDING, OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. 6. NEW SIGN POSTS SHALL BE GALVANIZED STEEL, EASY ERECT BREAKAWAY, OR STEEL TUBING WITH BREAKAWAY BASE, "UNI-STRUT'' OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. 7. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. 8. ALL EXISTING SIGNING AND STRIPING SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE. 9. WHERE STRIPING IS TO BE OVERLAYED WITH CERAMIC MARKERS, STRIPING SHALL BE TWO COATS OF PAINT. 40 0 wq zo -LC) ...J + J: "q" (.) C\I 1-<C •• ~~ en GRAPHIC SCALE 0 40 SCALE: 1" = 40' 120 \ \ 14+00 ' I I I 0 KOLL CENTER ,& SB 21' 5 21' CA) ~ 1.5 ·' ~ @ ~ 15' 0 CENTERPOINTE 1 OD ~" 2eEB I ;,. - N -. -- ~ 0 (.!) z co ~ "' (/J (.!) + Xz<O LLI i[.,.... z-.. o~~ -, (/J (/J JAMBOREE oc D Cl 0 0 D 0 qs ~gi 0 Cl. z-.. -~< ~ (/) tr; 109 ~ cj-~ ~ THERMOPLASTIC / PAINT / / / , MACARTHUR (.!) 1/) z oci f--0, (/J (.!) + XzCO W-N Cl. z-.. -a:: <( 0 f--f---, VJ VJ . -"' N ~ N N - ('.l CJ 0 D 0 EE. / / ULEVARD • @ @ D 0 a 0 0 0 0 0 0 0 0 R <:>At '),,;,,,,~ • ~RTHUR BOULEVARD / / _E• 1\/( p -R4-7 • R6-1(R) RM E' TYPE N(CA) PE IV( r R3-4 • -ORT BEACH - - R26EB RL . I 0 IRVINE SIGN R ROAD (.!) z Cl. 0 a:: 0 f--+ VJ"' z"' (.!) <( w f-- CD VJ . -"' N -N - <O CITY OF -ft 3 +o □ D C:,, 0 1 0 0 ® \._ I FAIRCHILD ROAD TYPE IV(R 0 0 □□ 205' = 0 wq zo -LC) ...J + J: "q" (.) C\I I-<C •• ~~ B D CJ R3-7 CONSTRUCTION NOTES: @ PAINT 4" BROKEN WHITE LANE LINE PER CAL TRANS STD. PLAN A20A, DETAIL 9. Q9 PAINT 50' SOLID WHITE 4" INTERSECTION LEAD-IN/LEAD-OUT LINE. @PAINT WHITE 12" CROSSWALK/LIMIT LINE PER CALTRANS sm. PLAN A24E AND A88A. ~ PAINT WHITE PAVEMENT MARKING SPECIFIED PER CAL TRANS STD. PLAN A24A. @ PAINT SOLID WHITE 8" CHANNELIZING LINE PER CAL TRANS STD. PLAN A20D, DETAIL 38. @ PAINT WHITE PAVEMENT LEGEND PER CAL TRANS STANDARD PLANS A24A THROUGH A24E. @ PAINT SOLID WHITE 6" BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ PAINT BROKEN WHITE 6" BIKE LANE LINE PER CAL TRANS sm. PLAN A20D, DETAIL 39A. @ PAINT SOLID WHITE 12" WIDE CHEVRON MARKINGS AT 20' ON CENTER @ 45". ~ PAINT 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER l!..Y CAL TRANS STD. PLAN A20B, DETAIL 29 . ® PAINT BROKEN WHITE 8" LANE DROP LINE PER CAL TRANS STD . PLAN A20C, DETAIL 37B. Q9 PAINT 4" WHITE LANE LINE EXTENSIONS PER CAL TRANS STD. PLAN A20D, DETAIL 40. @ PAINT 4" BROKEN WHITE LANE LINE WITH CERAMIC MARKERS OVERLAYED PER CALTRANS sm. PLAN A20A, DETAILS 12 AND 13. 0 INSTALL PAVEMENT MARKERS PER CAL TRANS STD. PLAN A20B, DETAIL 26. Q2§} PAINT 4" DOUBLE YELLOW LEFT EDGE LINE PER CALTRANS STD. PLAN A20B, DETAIL 27. @ INSTALL TYPE I PEDESTRIAN BARRICADE WITH R49(CA) SIGNS PER CAL TRANS STD. PLAN ES-7Q. OJ INSTALL POST AND SIGN(S) AS INDICATED ON PLAN. Issi REMOVE EXISTING CONFLICTING STRIPING. REMOVE CONFLICTING RAISED PAVEMENT MARKERS IRLI RELOCATE EXISTING POST AND SIGN(S) AS INDICATED ON PLAN. IT] EXISTING SIGN(S) TO REMAIN AS INDICATED ON PLAN. IRMI REMOVE AND SALVAGE SIGN(S) AS INDICATED ON PLAN. en ~ " ~ ' 5 z :'.'i "-~ ~ C 0 ~ C ~ E ~ e a. § ~ 1n I 5 z :'.'i ~ 0 C 0 I □ _,.,,.. <□ I= □ _< ~~ ::, ~ V> ,5 .,.,,.. 00 00 -g I .,j V> " z ,., < / -' 0 "--.; ~----------------~-------~-~----~------------------.-------.--::-::-::-:---:---::-:::c-:-:-----::---:-=::----.------------------------------r~ APPROVAL RECOMMENDED: i:'j ~ 'IA~ F=~=A=GIN=s=~=~=~="=!ER=ti=s~=s!=:=!=~=!=·== ~ 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL CONSULTING IRl'INE, CA 9261B (949) 261-B4B2 FAX UNDER THE SUPER~SION OF: ::,;,-, ~x a. ::,; ;;; < C> 0 ANTONY BRINE RCE 45521 ~ '!': • 12/31/ ~~-l------l---------------------1----l-;:;:=Cl:;;TY:;::--TR_A_FF,IC-;::;:EN;--;G;;;-IN;--E_ER_-+---------------------,-------~ ~ c1gc ~ 04/12/13 AS BUILT PLANS DESIGNED: MSV DRAWN: MSV f---------~ g L--------------------------------------'====================_l_M_A_R_c_s_._v1_0L_E_n __ R_.c_._E._7_3_48_6 _____ D_A~ _ _l_ ________ LN=O=·J__:D~A~~:__J_~DE=S=CR~IP~T~IO~N-O=F~R~E=~=S=IO=NS:_ __________ LA~P-PR_o_v_ED_Lc_H_Ec_K_ED_:~KR~Rl_j_D_AT_E~08~0~9~1~2L_ ____________________ l_sH_E_E_T __ o_F __ ~ii 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL MODIFICATION PLAN R-5998-S NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 14 JAMBOREE ROAD WIDENING PROJECT AT MACARTHUR BOULEVARD RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. CONSTRUCTION NOTES (THIS SHEET): SIGN DETAIL: EX. 48 STRAND OJ 0 REMOVE AND SALVAGE EXISTING TYPE P CABINET COMPLETE AND REMOVE FOUNDATION. INSTALL NEW TYPE R CABINET COMPLETE 'MTH ASC3/2100 ECONOLITE CONTROLLER, AND (1) OPTICOM MODEL 764 4-PHASE SELECTOR. RELOCATE ETHERNET S'MTCH, FDU, OTHER FIBER COMMUNICATION EQUIPMENT, AND CCTV EQUIPMENT PER CITY STANDARD. RECONNECT FIBER OPTIC EQUIPMENT ¼1TH NEW PATCH CABLES. INSTALL TYPE II MODIFIED SERV1CE CABINET COMPLETE PER CITY OF NEWPORT BEACH STANDARDS. INSTALL NEW LOOPS AS INDICATED ON PLAN. HEAD LOOPS SHALL BE MODIFIED TYPE E PER SPECIAL PROVISIONS. ADDITIONAL LOOPS SHALL BE TYPE E. INSTALL NO. 6 PULL BOX. REMOVE AND SALVAGE EXISTING POLE, VEHICLE HEAD(S) AND PEDESTRIAN HEAD(S) COMPLETE. REMOVE FOUNDATION COMPLETE. RELOCATE EXISTING POLE AND VEHICLE HEADS. REMOVE PEDESTRIAN HEAD COMPLETE. REMOVE EXISTING FOUNDATION COMPLETE. REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON POST COMPLETE. REMOVE FOUNDATION COMPEL TE. 15+00 T--- EX. 48 STRAND SINGLE MODE FIBER OPTIC CABLE TO POueE-SiATIUN 1-04 2-¢4 405' TO MEDIAN NOSE INSTALL 2.5"C, 3 DLC INSTALL 2.5"C, 3 DLC [DJ @] @] ~ ~ ~ / INSTALL 3" INTERCONNECT CONDUIT. REMOVE EXISTING 6 STRAND MMFO CABLE FROM FAIRCHILD ROAD AND MACARTHUR TO JAMBOREE AND CENTERPOINTE. INSTALL 60 FIBER HYBRID INTERCONNECT AND 12 SMFO INTERCONNECT, PER CITY OF IRVINE SECTION 104, IN NEW AND EXISTING CONDUIT. CONNECT NEW INTERCONNECT TO RESPECTIVE TRAFFIC SIGNAL CABINETS. INSTALL 3" SERVICE CONDUIT. COORDINATE INSTALLATION 'MTIH SCE AND SCE DESIGN PLANS. REMOVE EXISTING SERVICE CONDUCTORS. ABANDON EXISTING SERV1CE CONDUIT. NOTE NOT USED. ~ COIL 15 FEET OF 6 STRAND SMFO CABLE IN PULL BOX. INSTALL SIGN PANEL INDICATED ON TRAFFIC SIGNAL MAST ARM PER CAL TIRANS STD. PLAN ES-7N, DETAIL "U". REMOVE CITY OF IRVINE INTERCONNECT, JOIN CONDUIT AND STUB UP IN SPLICE VAULT. INSTALL PULL ROPE AND #10 GREEN TRACE 'MRE IN EXISTING CONDUIT TO CITY OF IRVINE INTERCONNECT PULL BOX ON NORTIHEAST CORNER. ~ INSTALL INTERCONNECT CONDUIT (SIZE PER.,---...... PLAN). ..,.... ----..,.... --..,.... EX. 4-a S'TR~D ..,...-__.... INSTALL NEW MODEL 722 OPTICOM DETECTOR ON SIGNAL MAST ARM. REMOVE AND SALVAGE EXISTING DETECTOR IF PRESENT. ~ GIE i,lODE FIBER x.-/ / INSTALL 2.5"C, .,. _,., OPTIC CABLE / / INSTALL 3 NEW DLC _,., _ _,., ' ~~ / INSTALL 6 STIRAND SMFO IN 12/10 MICRODUCT, PULL ROPE, AND #10 GREEN TRACE 'MRE. REUSE EXISTING SPLICE VAULT. FUSION SPLICE NEW 6 STRAND SMFO CABLE TO EXISTING 48 STRAND SMFO CABLE. REMOVE EXISTING 6 STRAND SMFO CABLE TO EXISTING CABINET LOCATION. COIL 50 FEET OF 6 STRAND SMFO CABLE IN SPLICE VAULT. ---------\ ------ .--' c.--EX. 48 STRAND EX. 48 STRAND SING .--.--SINGLE MODE FIBER .--OPTIC CABLE ------ 9 15 ,-,--,,-T-----T----T-----T- INSTALL 2.5"C, 3 DLC -- 18+00 ,..----- :1 ➔7- ·'·~------ ---\ ----- ---, _ _,., SBC / ~~1/ ' 18 R73-6(CA)(MOD.) , , / {,, "-"-{,, "-(' " OOPS , -7-, T,-e/ / / / "-._ ----,//, -G 1 _" --,,?1- "---/ E R73-5( • "o• SINGLE MODE FIBER OPTIC CABLE TO VON KARMAN / -0 -NEW OR :::: B~ / / / / / / i INSTALL 2§'._C;.--t. --W.,Jll.G= T --_..,. r·'•;-- i C r-.. ' ----: ' ' ' !-'--- ~-- :::>----- ____J = :::>----- = - / TO CENTERPOINTE 1 O INSTALL 2.s·c, 1---t---->--t11:€ --r-- 4 5 -T-- 3-08- ,------ -1 15" 9 17 _ / V--15 ...5...TV---t , , SIGNAL PHASE DIAGRAM ¢1 ¢2 ¢3 ¢4 ~ tJ ~A ¢5 \116 \117 \118 ~ l ~-➔ _/ RUN \113 AND \117 AS A PERMANENT LEAD/LAG OPERATION. ......_ ?-t,, I 11 L _____ T / I I I \~SEE SHEET 15, DETAIL "D" EX. TIC SIGN / / / / / / I / ----::::i ---- JAMBOREE SEE SHEET 15, _ G---------G---------G---------G------'DETA1L"c~ /0 ~-s"w---------------s"w--- --TV-- T ----=--=----=-- __ 4' '"5" ~ ~ ~ ~ [i I I -G--------- "w----o )< ,, // / // / /(j / / SEE SHEET NO. 15 FOR GENERAL NOTES, POLE, DETECTOR, AND s "'-. CONDUCTOR SCHEDULES, AND DETAILS. "'-. //,,~/ GRAPHIC SCALE 20 0 20 60 SCALE: 1" = 20' ~ " ~ ' 5 z :'.'i "-~ ~ C 0 ~ C ~ E ~ e a. § ~ 1n I 5 z :'.'i ~ 0 C 0 I □ _,,,.. <□ I= □ _< ~~ ::, ~ V> ,5 ....... 00 00 -g I ,,j V> ,._ z.., < / -' 0 "--.; ~----.-------------,-----------.----,------,-------------------,---,.-;;=;;;-;-;--;:;;:===;;:---,---------------------------r~ APPROVAL RECOMMENDED: i:'i ~ ' IA~ l==v=EN=~=IN=S= 0 =s ~=.~="=!=!=~n=· sg=u:=VEY=I~=!=·=== ~ 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL CONSULTING IRl'INE, CA 9261B (949) 261-B4B2 FAX UNDER THE SUPERV1SION OF: ::,;/ ~x a. ::,; ;;; < C> "' ANTONY BRINE RCE 45521 ~ ?. w :;; L~+----+------------------1----J-=iCl~TY:;:;-TR~A_FFTIC~E~N~G~IN_EE_R_+--------------------,------~~ A DESIGNED: DRAWN: l:l ~ 11.',. 04/12/13 AS BUILT PLANS MSV MSV 1--------15-,::- L _______________ __',__:__ _____ /'.__ __ _::__:_:_:___:__ _ ___:_ ________ __:.._:__ __ __:_:____:_ _______ _L_JE_FF_R_EY_~_W_I_LK_ER_S_O_N __ R_.C_.E_. _63_4_66 ___ D_ATE_J_ _______ _L_N_O.__L __ DA_TE _ _l_D_ES_C_RI_PT_IO_N_O_F_R_E_V1_SI_ON_S __________ _1__AP_P_R_OV_E_DLC_H_EC_K_ED_:_~KR~Ri_DA_T~E0~8~0~9'.1..c:.12:.l.._ ___________________ ..L_s_HE_E_T __ o_F _ __, ii 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL MODIFICATION PLAN R-5998-S NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 15 JAMBOREE ROAD WIDENING PROJECT AT MACARTHUR BOULEVARD RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. CONDUCTOR SCHEDULE A.W.G. w OR _, CIRCUIT I,\ /2\ 0 CABLE TYPI a. 1 03, 08, ¢8P ?-:'.: ?-:'.: u 05, ¢6, ¢8PPB, ¢6BPB -.......--.......-V1 u 2.,.,.-2 "' ;2, 15, ;1, f8, f1P, flll', ;2PP8, fBPPB "1/'. -4 04, ¢7 -:;..,'"_ y_ 5 02PPB ~ 1/1 u 6 01, ¢2, 02P, ¢2BPB -.......--.......- V1 t 01, ¢3, 04, ¢6, 04BPB "1/'. "1/'. u .,, TOTAL 12CSC I½ y; CABLES 3CSC #12 IISNS 2 2 LUMINAIRES 2 2 #10 TRACE 1'11RE 1 1 ¢1 DETECTORS -- ¢2 DETECTORS - - TYPE "8" ¢3 DETECTORS 3 - DLC ¢4 DETECTORS -- 05 DETECTORS -- 06 DETECTORS - - 07 DETECTORS - - 08 DETECTORS 5 - TOTAL DLC 8 - CCTV COHU VIDEO CABLE -- EVP OPTICOM MODEL 138 DETECTOR CABLE 1 1 6 STRAND SMFO CABLE -- CONDUIT FILL PERCENTAGE 14% 10% CONDUIT SIZE 4" 3" (E) -EXISTING (N) -NEW (N) (N) ALL 1'11RING TO BE FURNISHED AND INSTALLED NEW INCLUDING NEW CCTV COHU VIDEO CABLE NEW CONDUIT SHALL BE HOPE OR PVC SCHEDULE 80 RUNS 13\ 1/4\. /2\ ?-:'.: Y-Y- -.......-0, 0, 2.,.,.-2 -:,,:: "1/'. y_ -:;..,'"_ -:;..,'" - -:.---~ "1/'. V -......-: -......-: :,,-: "1/'. "1/'. ½ ½ ½ 2 2 2 2 2 2 1 1 1 -2 2 6 - - 3 - - - -- 2 - - -2 5 - - - 5 - - 16 4 7 -1 1 2 1 1 -- - 27% 13% 15% 4" 4" 4" (N) (N) (N) -E E.C.R.+---+ E C ~ C /4\. Ii\ ?-:'.: Y- -.......-0, 2,,..-2 2~ y_ y_ 1/ -:.--- / v V 2.,.,.- ½ I½ 2 - 2 - 1 1 -2 6 6 3 3 2 5 2 2 -5 2 2 5 5 20 30 1 1 4 4 - - 26% 19% 2-4" 3-4" (N) (N) B -B . 0::: . u . rn ( EXACT LOCATION BY ENGINEER *POLE LOCATION INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR UNIT CHANNEL ULTIMATE #1 1 1-1112 2 2-1112 #2 1 1-1111 2 2-1111 #3 1 5-1112 2 6-1112 #4 1 3-¢2 2 4-1112 #5 1 3-1113 2 1-04 #6 1 1-1113 2 2-1113 #7 1 4-1114 2 5-04 #8 1 2-1114 2 3-04 #9 1 1-1116 2 2-1116 #10 1 1-1115 2 2-1115 #11 1 5-1116 2 SPARE #12 1 3-1116 2 4-1116 #13 1 1-¢8 2 2-1118 #14 1 1-1117 2 2-1117 #15 1 5-1118 2 SPARE #16 1 3-1118 2 4-1118 FURNISH AND INSTALL NEW DETECTOR SENSOR UNITS. REMOVE AND SALVAGE EXISTING DETECTOR SENSOR UNITS. IN THE FIELD ) CODE 0 RED \1l2 0 YELLOW 0 GREEN @ YELLOW OLA @ GREEN DETAIL "A" ::..;: DETAIL "B" T / DETAIL "C" --TV-- • --TV-----TV- (\ DETAIL "D" ~ ~ > ,7 L_J _____ _ ' > V POLE SCHEDULE POLE DATA SIGNAL H.P. SOD VAP SIGNAL MOUNTING PED. PUSH BUTTON BIKE PUSH BUTTON *POLE LOCATION IISNS NO. TYPE HEIGHT M.A. M.A. WATTS \/EH. M.A. PED. PHASE POLE QUAD. PHASE POLE QUAD. E B C (DOUBLE FACE) SIZE (D 9A-5-100(N 35' 55'(N) 12'(N) 310(N) SV-1-T(N) 3-MAS(N) SP-1-CS(N) -----22' -2.5' MacArthur(N) 6' 0 1-A(N) 10' ---TV-2-T(N) - -B(N) s 6(N) E --10' 2.5' -- (j) 61A-5-12! 35' 55' 12' 310 SV-3-TA 3-MAS SP-2-CS 2/8 E/S• --EXISTING Jamboree 6' ® 1A-5-1 OO(N) 35' 65'(N) 12'(N) 310(N) SV-1-T(N} 3-MAS(N) - -----7 -2.5' MacArthur(N) 6' (J) PPB POST(N} 3' 10" - - ----2(N) w --~2.5' -2.2' -- ® 1-A(N) 10' ---TV-2-T(N) -SP-1-CS(N) --2(N) w --7' 2.5' -- (7) 1A-5-80(RL) 35' 55'(RL) 12'(RL) 310(N) SV-3-TA(N) 3-MAS(N) ---4(N) N SEE DETAIL "B" Jamboree(N) 6' ALL EQUIPMENT IS EXISTING UNLESS NOTED: (N) -NEW; (RL) -RELOCATED • RELOCATE EXISTING PEDESTRIAN PUSH BUTTON FROM NORTH TO SOUTH POLE QUADRANT CITY OF NEWPORT BEACH TRAFFIC SIGNAL GENERAL NOTES: 1. SEE SPECIAL PRO~SIONS FOR SPECIFICATIONS ON FIBER OPTIC CABLE, CONTROLLERS, CCTV CAMERA, DATA/VIDEO TRANSMISSION EQUIPMENT AND ALL PROJECT ELEMENTS. 2. THE CONTRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGATION TO THE SATISFACTION OF THE ENGINEER. 3. CONDUIT SHALL NOT BE INSTALLED \IATHIN ONE FOOT OF EITHER SIDE OF WHEEL TRACKS (PARALLEL TO WHEEL TRACKS). CROSSINGS ARE ALLOWED. 4. CONDUIT SHALL NOT BE INSTALLED DIRECTLY OVER ANY UTILITY LINE (PARALLEL 1'11TH THE LINE). UTILITY LINE CROSSINGS ARE ALLOWED. 5. LOCATIONS OF CONDUIT SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL LOCATION OF CONDUITS SHALL BE DETERMINED AS DIRECTED BY THE ENGINEER IN THE FIELD. 6. PULL BOXES AND SPLICE BOXES SHALL NOT BE LOCATED IN DRIVEWAYS OR OTHER LOCATIONS WHICH MAY INTERFERE 1'11TH THE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOCATIONS SHALL BE ADJUSTED AS NEEDED. 7. PULL BOXES AND SPLICE BOXES FOR FIBER OPTIC CONDUIT RUNS SHALL BE INSTALLED IN ACCORDANCE WITH SHEET 14 AND INSCRIBED 1'11TH "TRAFFIC SIGNAL FIBER OPTIC". 8. WHERE CONDUIT IS INSTALLED AND DISTURBS EXISTING STRIPING, CONTRACTOR SHALL ARRANGE AND PAY FOR STRIPING. SEE SPECIAL PRO~SIONS FOR CONTRACTOR RESPONSIBILITY FOR TEMPORARY PAVEMENT MARKINGS. 9. THE CONTRACTOR SHALL HAND DIG AND EXPOSE ALL UTILITY CROSSINGS PRIOR TO ANY OPEN TRENCHING OPERATIONS OR DIRECTIONAL BORING. THE CONTRACTOR SHALL USE EXTREME CARE WHEN EXPOSING EXISTING UTILITIES. 10. EXISTING UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM RECORD INFORMATION TO AID THE CONTRACTOR. CONTRACTOR SHALL VERIFY LOCATION (BOTH VERTICAL AND HORIZONTAL) OF ALL EXISTING UNDERGROUND LINES (SHOl'11N OR NOT) AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO DOING STREET WORK . 11. THE CONTRACTOR SHALL LOCATE, PROTECT, SHORE, BRACE, SUPPORT, AND MAINTAIN ALL EXISTING FACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE, AND OTHER CONSTRUCTION 1'11HICH MAY BE UNCOVERED OR OTHERWISE AFFECTED BY THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITIES FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION. USA (UNDERGROUND SER~CE ALERT) SHALL BE CALLED AT 800-227-2600 BEFORE PLANTING TREES, TRENCHING, DIGGING POST HOLES, BLASTING, GRADING, EXCAVATING, DRILLING, BORING, ETC. 12. ALL TRAFFIC CONTROL DE~CES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. 13. PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS MAY BE RELOCATED ONTO PRIVATE PROPERTY WITH OWNERS PERMISSION ONLY. SIDEWALK MAY BE CLOSED \IATH THE PERMISSION OF ENGINEER. 14. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME. 15. A 12" VERTICAL SEPARATION BETWEEN NEW CONDUITS AND OTHER UTILITIES SHALL BE MAINTAINED AT CROSSINGS. A 5' MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS AND POWER AND WATER UTILITIES THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERl'l1SE APPROVED BY THE CITY. A 5' (EXCEPT WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND SANITARY SEWER AND STORM DRAINS THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERl'.iSE APPROVED BY THE CITY. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 5' CLEARANCE FOR ALL OTHER FACILITIES. 16. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2006 STATE STANDARD SPECIFICATIONS AND PLANS, THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERl'l1SE STATED IN THE CITY'S STANDARD SPECIAL PRO~SIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 17. ALL BORINGS SHALL BE OUTSIDE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE. 18. BURIED TRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTRACTOR TO CITY SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAmc DEPARTMENT 24 HOURS PRIOR TO ANY WORK IN THESE AREAS. 19. AT LOCATIONS 1'11HERE CONTRACTOR REMOVES EXISTING SIC IN EXISTING CONDUIT, CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) #10 GREEN STRANDED WIRE FOR FUTURE USE AS PULL WIRE AND TRACE 1'11RE. #10 TRACE WIRE SHALL BE CONNECTED IN PULL BOXES WITH A SPLIT-BOLT CONNECTOR. 20. ALL NEW CONDUITS SHALL CONTAIN ONE (1) #1D GREEN STRANDED WIRE FOR FUTURE USE AS PULL WIRE AND TRACE 'MRE. #10 TRACE 1'11RE SHALL BE CONNECTED IN PULL BOXES 'MTH A SPLIT-BOLT CONNECTOR. 21. THE CONTRACTOR SHALL FIELD VERIFY ELECTRICAL SERVICE LOCATIONS AND PROVIDE ALL NECESSARY ACCESSORIES FOR INSTALLING TRAFFIC SIGNAL CABINETS, FIBER, COMMUNICATION EQUIPMENT, AND CCTV SYSTEM. 22. ALL CONDUITS SHALL ENTER AND EXIT PULL BOXES WITH 45 DEGREE SWEEPS. 23. ALL NEW CONDUIT INSTALLATIONS SHALL BE SCHEDULE 80 PER CITY OF NEl'11PORT BEACH SPECIFICATIONS. 24. PRIOR TO INSTALLING NEW CONDUCTORS IN EXISTING CONDUITS, THE CONTRACTOR SHALL CLEAN THE EXISTING CONDUIT WITH A CYLINDRICAL BRUSH, BLOl'11N OUT 1'11TH COMPRESSED AIR, AND THEN A MANDREL PULLED THROUGH. ~ " ~ ' 5 z :'.'i "-~ ~ C 0 ~ C ~ E ~ e a. § ~ 1n I 5 z :'.'i ~ 0 C 0 I □ _,.,,.. <□ I= □ _< ~~ ::, ~ V> ,5 .,.,,.. 00 00 -g I ,,j V> " z ,., < / --' 0 "--.; ~---~-----------~--------~----------------------------~---------~---------------------------~r~ z e "' "-::,; ,-, ' IA~ i==v=EN=A=GIN=S= 0 =s n=· ·=~="=!!=~=~=s!=:VEY=I=~=!=·==! ~ 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL CONSULTING IRl'INE, CA 9261B (949) 261-B4B2 FAX UNDER THE SUPER~SION OF: APPROVAL RECOMMENDED: ~x a. ::,; ;;; < C> ., ANTONY BRINE RCE 45521 ~ :'! 1--------+--------+----------------------+------lr:--::~C~IT~Y~T_R_A_FF,IC-=-=--EN~G~IN_EE_R_--;------------------------,-----------i~~ 1-04/12/13 AS BUILT PLANS DESIGNED: DRAWN: l:l ~ ~ ~V MSV -------~~~ JEFFREY W. WILKERSON R.C.E. 63466 DATE NO DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: DATE: SHEET OF !ll <::. ~---------------------------------------------------------~----------------~--------~-·~---~------------------~--~~--~KR~R~-~08~0~9~1=2~--------------------~------~~~ 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL MODIFICATION PLAN R-5998-S NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 16 JAMBOREE ROAD WIDENING PROJECT AT CENTERPOINTE/KOLL CENTER RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. CONDUCTOR SCHEDULE NOTES THIS SHEET: SIGNAL PHASE DIAGRAM A.W.G. u.J OR 5 CIRCUIT CABLE l'rl'E a_ u VJ u N u en u "' TOTAL CABLES #14 #10 04PPB 08, 04P, 06PPB 08, 06PPB 05, 06P 02, 05, 02P 04, 08, ¢2PPB 04, 04P, 02PPB (N) 01, 02P, 04PPB (N) IISNS LUMINAIRES 01 DETECTORS 02 DETECTORS 4(N) 4(N) 4(N) 4(N) - TYPE "B" 04 DETECTORS 1-----------+-----ll----+---+-----ll----+---+-D LC 05 DETECTORS 06 DETECTORS 08 DETECTORS TOTAL DLC 4N4N4N4N - SIC CABLE -60 FIBER COMPOSITE - 1 N SIC CABLE -12 SM FIBER CABLE - 1 N CCN VIDEO RG-59 COAX CABLE CC1V POWER 3 14 WIRE CC1V CONTROL BELDEN 9493 EVP OPTICOM CONTROL CABLE 4(N) 4(N) 3 4 N '1N 1 N 1 N 1 N 1 N 1 1 1 2 2 i,;Vl~D:!aEO::!...!::D~ETE"'C~Tl.!::O::.:.N~3 ~&::....!..1 .,:::CO~A~Xc..:C:!:A~BL==EL!-----l-.!.l1 .:.,:N..µ1 ""N!.1.1,!2:i.:.:.N 4-----1..:.1 ""N!J.!-_1 1,3(N 1,3/N CONDUIT FILL PERCENTAGE 11% 12% 16% 23% 4% 19% 20% 25% 24% t='-'="'--'-'=-'-"'=-'-"-'=-----+""-'-="+~'+'--+="'+--"='+-'--+= CONDUIT SIZE 3" 4" 4" 4" 4" 4" 2" 2-4" 2-4" (E) -EXISTING (N) -NEW (N) (N) (E) (E) (E) (E) (E) (E) (E) ------------~~~~~~~~~~~ ALL PRESENCE LOOP DLC'S SHALL BE REMOVED. PROPOSED SIGNAL LOOPS AT MACARTHU~R __ = ,,---, ==- BOULEVARD TYP. 22+00 2-112 '-----3-WZ pb RC . - INSTALL 2 1/2"C, 4 DLC 405' TO X-WALK I 1. 2. 3. 4. 5. 6. 7. 8. 9. ~ 11 12. 17. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTlRUCTION SHALL CONFORM TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (MAY 2006), CITY OF IRVINE STANDARD DESIGN MANUAL SECTION 104 REVISED APRIL 2012, AND THE SPECIAL PROVISIONS. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE 6' DIA. WITH 1 O' SPACING IN TJ--IE DIRECTION OF TRAVEL. SHALL HAVE 4 TURNS WHERE THE LENGTH OF DLC IS LESS THAN 500 FEET. ALL NEW SIGNAL WIRE CONDUIT SHALL BE 4" AND INSTALLED AT 42" MINIMUM DEPTH, UNLESS SHOWN OTJ--IERWISE. ALL NEW PULLBOXES SHALL BE #6 UNLESS SHOWN OTHERWISE. GROUT BOTTOM OF PULL BOX WITH 1" DRAIN HOLE. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. NEW PEDESTRIAN INDICATIONS SHALL BE LED, COUNTDOWN STYLE. ALL NEW VEHICLE INDICATIONS SHALL BE LED INDICATIONS, IN METAL HOUSINGS. ADVANCE LOOPS EXISTING 2070LN SYSTEM CONTROLLER ASSEMBLY WITH COORDINATION TELEMETRY, DETECTOR SENSOR UNITS, F.I.U., SIDEMOUNT CABINET, AND AUXILARY EQUIPMENT IN AN ATMS DUAL 332 CABINET WITH TYPE II SERVICE. INSTALL VIDEO DETECTION (ITERIS VANTAGE EDGE2) SYSTEM EQUIPMENT AND CAMERAS PER SECTION 104 AND THE TECHNICAL PROVISIONS. CALL UNDERGROUND SERVICE ALERT -(800) 227-2600 -48 HOURS BEFORE DIGGING FOR LOCATION OF UTILITIES CONTRACTOR SHALL BE REQUIRED TO REPLACE AS REQUIRED BY CITY ENGINEER CONCRETlE SIDEWALK AND ACCESS RAMPS DISTURBED BY INSTALLATION OF ANY SIGNAL EQUIPMENT. INSTALL NEW TRAFFIC SIGNAL EQUIPMENT COMPLETE. SEE POLE SCHEDULE. REMOVE AND SALVAGE EXISTING TYPE 19 POLE, 30' MA, AND SIGNAL EQUIPMENT COMPLETE. REMOVE FOUNDATION. REMOVE AND SALVAGE EXISTING TYPE 1-A POLE AND SIGNAL EQUIPMENT COMPLETE. REMOVE FOUNDATION. RELOCATE EXISTING INTERNALLY ILLUMINATED STREET NAME SIGN FROM SALVAGED MAST ARM TO NEW MAST ARM. PROVIDE BICYCLE VIDEO DETECTION AND COORDINATE WITH CITY OF IRVINE TRAFFIC SIGNAL OPERATIONS. 0 ,- ¢1 ¢2 r - ~-➔ ¢5 ¢6 ~-➔ _) KOLL CENTER 4-1114 8" W -+-++--------, POLE SCHEDULE POLE DATA SIGNAL H.P. SOD VAP SIGNAL MOUNTING PED. PUSH BUTTON *POLE LOCAllON TYPE HEIGHT M.A. M.A. WATTS VEH. M.A. PED. PHASE POLE QUAD. E I B I C 61A-5-161 35' 65' 15' 250 SV-1-T 3-MAS SP-1-T i--.:;;,<-+c--;__--+--=---+--=..::.-+c--=---l---':;,,;_c--+ EXISTING PPB POST 3'10" 4 E EXISTING 1-A 10' TV-2-T.._ -SP-1-T 6 s EXISTING 17-2-100 30' 20' 15' 250 SV-1-T MAS 6 s EXISTING IISNS (DOUBLE FACE) Koll Jamboree SIZE 6' 6' (J) -N I I CENTERPOINTE ¢3 NOT USED ¢7 NOT USED I I ;; I I ¢4 tl ¢8 8 r DETECTOR SCHEDULE SENSOR UNIT CHANNEL #1 2 #2 2 2 #4 2 2 #6 2 2 2 #10 #11 2•• #12 #13 #14 #15 2•• #16 2 ♦ -DELAY CALL • -CALL HOLD ULTIMATE 5-lll2 6-¢2 1-¢5 2-¢5 4-¢4 5-¢4 1-¢7 2-¢7 5-¢6 6-¢6 1-¢1 2-¢1 4-lll8 5-¢8 ♦ 1-¢3 2-¢3 1-¢2 2-(n 3-¢2 4-lll2 1-¢4 2-¢4 3-¢4 1-¢6 2-¢6 3-¢6 4-¢6 1-¢8 2-lll8 3-¢8 7-¢2 ♦ 7-¢6 " -SYSTEM SAMPLING T ..... 2B±lJ(l_ I T ---12"S --- ROAD - E.C.R. -E E C B -B c~ Cl:'. u a:i ( EXACT LOCATION BY ENGINEER IN THE FIELD ) *POLE LOCATION CODE EX. CITY OF IRVINE HYBRID • INTERCONNECT EX. 2 C, 3 DLLC AND 12 SM FIBER CABLE F--'=1--~ E---- ~'----o - - T - --~-- T - - - ' ·s---: ' __ , ~ : r1 3-1116 'L.J ' __ , ~ ~ +-~1-2--¢6 -1.....: G---- r1 1-06 L.J t----1 2" S --- ----TV-----TV ----T------- 0 0 20 0 0 0 (J) 00 GRAPHIC SCALE 20 SCALE: 1'' = 20' 60 ~ " I!! "' ' 5 z :'.'i 0. ~ ~ C 0 ~ C ~ E ~ e a. § ~ 1n I 5 z :'.'i ~ 0 C 0 I □ _,,,,.. <□ I= □ _< ~~ ::, ~ V> ,5 .,,,,.. 00 00 -g I ,,j V> " z ,., </ -' 0 0. -.; 1-A 10' TV-1 SP-1-T EXISTING ~---~-----------~--------~-~----~---------------------~---------~---------------------------~r~ z e "' 0. ::,;/ 29A-5-161 35' 55' 15' 250 SV-1-T 3-MAS SP-1-T 1-A 10' TV-2-T 19-4-lOO(N) 30'(N) 30'(N) 15'(N) 250(N) SV-1-T(N)MAS(N) SP-1-T(N) g 1-A(N) 10'(N) TV-1-T(N) -SP-1-T(N) ALL EQUIPMENT IS EXISTING UNLESS NOTED: (N) -NEW; (RL) -RELOCATED EXISTING Centerpointe 2 N EXISTING 2(N) N 12' -2.5' Jamboree(RL) 4(N) E 11' 2.5' .._ -NEW MOUNTING FOR EXISTING AND NEW VEHICLE HEAD 6' 6' ' IA" i==v=EN=A=GIN=S= O =s n=· ·=~="=!!=~=~=s!=:VEY=I=~=!=·==! ~ 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL CONSULTING IR\>INE, CA 9261B (949) 261-B4B2 FAX UNDER THE SUPERVISION OF: APPROVAL RECOMMENDED: ~x a. ::,; ;;; < C> 0 ANTONY BRINE RCE 45521 ~ ~ 1----+------l--------------------+------lr:-::~C~IT~Y~T_R_A_FF,IC-=-=-EN~G~IN_EE_R_-;-----------------------.-----------i~~ 1-04/12/13 AS BUILT PLANS DESIGNED: DRAWN: l:l ~ ~ ~V MSV 1--------~~~ JEFFREY W. WILKERSON R.C.E. 63466 DATE NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF !ll <::. ~---------------------------------------------------------~----------------~--------~-·~---~------------------~--~--'--~KR~R~-~08~0~9~1=2~--------------------~------~~~ 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PLAN R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 PHASE 1 17 • • • RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. / / / / / / / / / / / / / / / / / • / / / / / / // • / / / / / #¾, ' <;,<;;, 'o ~'# r::f ~ NOTE TO CONTRACTOR: PLACE A CHANGEABLE MESSAGE SIGN ALONG NORTHBOUND JAMBOREE, SOUTH OF UNIVERSITY DRIVE TWO WEEKS PRIOR TO CONSTRUCTION. SIGN LEGEND: W20-1 W20-5a(R) / • C30(CA) W12-1 RIGHT LANE MUST TURN RIGHT R3-7 .---- /' / / / / / LEGEND: • .---- .----.---- .----.----.----.---- .----.---- /' /' /' /' /' /' .---- SURFACE MOUNTED CHANNELIZERS ( 48" MIN.) TEMPORARY CONSTRUCTION SIGN .---- .---- .---- • .---- W21 -5---------i-- f-DIRECTION OF TRAVEL, NOT STRIPED UNLESS INDICATED TYPE II BARRICADE WITH SIGN MOUNTED ON BARRICADE (IF SHOWN) ~ FLASHING ARROW BOARD PHASE 1 LANE CLOSURE HOURS: 24 HOURS CONTACT CITY OF NEWPORT BEACH TRAFFIC ENGINEERING AT (949) 644-3348 FOR TRAFFIC SIGNAL TIMING ADJUSTMENTS .---- .---- ~ .---- .---- .---- .---- ------------~ .-----.-----------.---- .---- ~ • .---- .---- ca0i..c~t • .---- - -• 100' GAP ~p __'f{12-1 _ ---• BRISTOL STREET SOUTH CX) w .... 6+49.32 z1- + 0 8 JW C30(CA ➔ ::r: w ➔ (.) ::r: I-en ➔ <( w ~w en R3-7(R ROAD TRAFFIC CONTROL GENERAL NOTES: 1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LA TEST EDITION OF: TIHE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (CA MUTCDl, WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAU, ALL O.S.H.A. REQUIREMENTS. 2. ALL SIGNING AND STRIPING SHALL CONFORM TO THE LA TEST CAL TRANS STANDARD PLANS. 3. NO WORK SHALL BEGIN BEFORE 9: 00 AM OR CONTINUE AFTER 3: 00 PM ON ARTERIAL STREETS. THE ONLY EXCEPTION IS WHEN TIHE TRAFFIC CONTROL PLAN HAS BEEN APPROVED FOR 24 HOUR LANE CLOSURES. IN TIHIS CASE, THE CONTRACTOR CAN ONLY WORK BEHIND TIHE TRAFFIC CONTROL DEVICES 'MTHIN THE APPROVED 24 HOUR LANE CLOSURE PERIOD. 4. NO WORK IS PERMITTED ON SUNDAYS OR HOLIDAYS UNLESS APPROVED BY TIHE CITY. 5. DURING NON -WORKING HOURS OR WHEN WORK IS NOT SCHEDULED, ALL ROADWAYS LANES SHALL BE RETURNED TO TIHEIR FULL TRAFFIC USAGE ON THE SAME DAY BY PLATING OR BACKFILLING THE OPEN TRENCHES, AND CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES USED FOR TRAFFIC CONTROL OR DETOUR. TIHE ONLY EXCEPTION IS 'MHEN THE TRAFFIC CONTROL PLAN HAS BEEN APPROVED FOR 24 HOUR LANE CLOSURES. IN THIS CASE, TIHE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES USED FOR TRAFFIC CONTROL OR DETOURS DURING THE APPROVED 24 HOUR LANE CLOSURES. 6. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS POINT TO ALL ADJACENT PROPERTIES AND FIRE HYDRANTS. 7. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 8. TIHE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. ALL TUBULAR DELINEATORS SHALL BE 36" MINIMUM HEIGHT AND CONES SHALL BE 28" MINIMUM HEIGHT AND SHALL INCLUDE 6" AND 4" HIGH INTENSITY REFLECTORIZED SLEEVES, RESPECTIVELY . 10. TIHE CONTRACTOR SHALL BE RESPONSIBLE FOR TIHE PLACEMENT OF ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY TIHE CITY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 11. TIHE CONTRACTOR SHALL RESTORE ANY AND ALL STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAL LOOPS DAMAGED OR REMOVED DURING CONSTRUCTION TO TIHE SATISFACTION OF TIHE CITY ENGINEER. 12. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. 13. TIHE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC DURING CONSTRUCTION. SB SR-73 14. TIHE CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC IN EACH DIRECTION DURING CONSTRUCTION WORKING HOURS I9AM TO 3PM M-F> ON MAJOR ARTERIAL STREETS OR AS APPROVED BY TIHE ENGINEER. 15. ANY TRAFFIC SIGNAL DETECTION LOOPS SHO'MN AS PART OF THESE PLANS TIHAT ARE DAMAGED SHALL BE REPLACED BY THE END OF TIHE WORK DAY. 16. ANY UNANTICIPATED DAMAGES TO THE TRAFFIC SIGNAL INTERCONNECT CONDUIT, INTERCONNECT CABLE, OR DETECTION LOOP SYSTEM DURING OPERATIONS OF THIS PERMIT SHALL BE REPLACED 'MTIHIN 72 HOURS TO TIHE SATISFACTION OF THE CITY INSPECTOR. 17. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN TIHE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TIHE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO TIHE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 18. TIHE CONTRACTOR SHALL TELEPHONE THE CITY OF NEWPORT BEACH INSPECTION AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING TRAFFIC CONTROL DELINEATION. 19. IF TRAFFIC SIGNAL DETECTION LOOPS CANNOT BE REPLACED BY THE END OF TIHE WORK DAY TIHEN THE CONTRACTOR, PRIOR TO CUTTING ANY DETECTION LOOP SYSTEM, SHALL FURNISH AND INSTALL AN OPERATIONAL TEMPORARY VIDEO DETECTION SYSTEM. 20. TIHE CONTRACTOR SHALL NOTIFY THE CITY OF IRVINE TRAFFIC RESEARCH AND CONTROL (ITRAC) CENTER AT (949) 724-7324, THREE (3) WORKING DAYS PRIOR TO ANY WORK WITHIN 250 FEET OF ANY SIGNALIZED INTERSECTION, ANY ROAD CLOSURES, OR ANY DETOURING OF TRAFFIC. 21. TIHE CONTRACTOR SHALL NOTIFY THE CITY OF IRVINE POLICE DEPARTMENT, LT. RICK HANDFIELD AT (949) 724-7016, THREE (3) WORKING DAYS PRIOR TO ANY WORK WITHIN 250 FEET OF ANY SIGNALIZED INTERSECTION, ANY ROAD CLOSURES, OR ANY DETOURING OF TRAFFIC. 22. TIHE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE INSEPCTION (949) 724-6500 AT LEAST TWO (2) WORKING DAYS (48 HOURS) PRIOR TO STARTING TRAFFIC CONTROL DELINEATION. GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 ~ C C u :E C ,= I N 0 z <( ~ ~ 00 C C ~ 'i ;J-o 0 <( ;;, ~ V, c z~ :50 ll. ~ ... 0 z I w"" "' " w'.'.)-~ 2 " u ~---~-------------~---------~--~---~--------------------~---~----------~---------------------------------/ ~ -~ ~ 2 \bz l===v=EN=~=~=ER=~=~=~=U=~=t•=•~=S~='=!=~=;=•====l CONSULTING 6400 OAK CANYON, SUllE 150 (949) 474-1400 lEL IR\IINE, CA 92618 (949) 261-8482 FAX UNDER TIHE SUPERVISION OF: MARC S. VIOLETT R.C.E. 73486 DATE APPROVAL RECOMMENDED: ... ll. w/ ~x Vl ,:;: e, N ANTONY BRINE RCE 45521 ~ '?. CITY TRAFFIC ENGINEER ~ ~ t---~-+-----+---------------------+-----t-::-===-----rc==:-------j-----------------------,--------7~~ '2' 04/12/13 AS BUILT PLANS DESIGNED: DRAWN: i:j ~ L£:,. MSV MSV " ----._ APPROVED CHECKED: DATE: r-SH_E_E_T ___ O_F __ _, al~ NO. DATE DESCRIPTION OF REVISIONS KRR 6/24/12 :li ., ~---------------------------------------------------------------~------------------~---------~-~----~--------------------~---~----~--~~~~----------------------~-------~,a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PLAN R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 PHASE 1 18 RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. , / / , / ,.._ w 'I""' z 1-J W ::c w 0 ::c I-en <w ~w en / / /'l / / / / / / / / / / / / .4' -I -~Lr .___ - c3o(dAt / / / / / / / / / / / / / / / 1/ / / 1/ SIGN LEGEND: W20-1 C30(CA) W20-5(R) -ALKCL08ED NEAD W4-2(R) W21-5 TYPE P(RT) _10-1-00 I --SIDEWALK CLOSED ' . - - W12-1 G20-2 R9-11 (RT) R9-9 • 1 -J TRAFFIC CONTROL GENERAL NOTES: I ---SEE SHEET 17 LEGEND: I \ JAMBOREE \ \ \ ROAD [ )c I l( ffffE • CRASH CUSHION ARRAY FOR ABOVE 45 MPH, PER CAL TRANS STD. PLAN RSP T2. CONE (28" MIN.) OR TUBULAR PLASTIC DELINEATOR (36" MIN.) \ \ NB SR-73 W21-5----+-TEMPORARY CONSTRUCTION SIGN TEMPORARY RAILING, TYPE K WITH REFLECTIVE TAPE MACARTHUR BOULEVARD f-DIRECTION OF TRAVEL, NOT STRIPED UNLESS INDICATED TYPE II BARRICADE WITH SIGN MOUNTED ON BARRICADE (IF SHOWN) WITH WARNING LIGHTS / ' NOTE TO CONTRACTOR: PLACE A CHANGEABLE MESSAGE SIGN ALONG SOUTHBOUND MACARTHUR, NORTH OF VON KARMAN. /~ / .';f / CLOSE ENTIRE EXISTING NORTHBOUND MACARTHUR RIGHT TURN LANE. ~---PLACE CONES/DELINEATORS AT 25' ON CENITR ALONG LANE LINE. PLACE C30(CA) "LANE CLOSED" SIGNS IN RIGHT TIJRN LANE EVERY 100' (MAXIMUM). / / / / / / / / / / / / \ \ \ V/M CONSTRUCTION AREA KOLL CENTER NOTE TO CONTRACTOR: PLACE A CHANGEABLE MESSAGE SIGN ALONG SOUTHBOUND JAMBOREE, NORTH OF FAIRCHILD, TWO WEEKS PRIOR TO ~ ' ..... 0 -;--___ __::::___~===::;==::=~ -:-:-:====::::-El::::::::;::::-:-:-:-:-:--;:~~~~;-~::::::::::;~-=:=~17:-:yn--------1__:,_ ..,,c,,..o_N_ST_R_U_Cll_O_N_. -----_--_-_--- 0 JAMBOREE ROAD CONTACT CITY OF NEWPORT BEACH TIRAFFIC ENGINEERING AT (949) 644-3348 FOR TRAFFIC SIGNAL TIMING ADJUSTIMENTS PHASE 1 LANE CLOSURE HOURS: 24 HOURS 40 0 G20-2 ,,,------...__ =:::::::-====~==-::=- • I I I I TER 01 E GRAPHIC SCALE 0 40 SCALE: 1" = 40' 120 JAMBOREE C ...J -::c 0 a: -<C L1. !R9-11(RT) ~ C C u :E C ,= I N 0 z <( ~ ~ 00 C C ~ 'i ;J-o 0 <( ;;, ~ V, c z~ :50 ll. ~ ... 0 z I w"" "' .... '",. ~2 " u ~---~------------.---------.-----.-------.----------------------,-----,-c-==-=,:-:---,===c:=----.-------------------------------j ll. -~ APPROVAL RECOMMENDED: ~ 2 ... ll. w/ ~x MACARTHUR BOULEVARD \f\~ l===v=EN=~=INE=CER=o=s~=~=u=~=t=in=· sg=~=!=~=;=·= -l?-i' 6400 OAK CANYON, SUllE 150 (949) 474-1400 lEL CONSULTING IR\IINE, CA 92618 (949) 261-8482 FAX Vl I;! "' "' ANTONY BRINE RCE 45521 ~ s:: NOTE TO CONTRACTOR: PLACE A CHANGEABLE l---,-----l------l------------------+------l-;:;=C;;-;ITY~TR_A_FF1IC~E:;-;N-;;;Gl;-;-NE_E_R_f-__________________ ,---_____ 7 ~: MESSAGE SIGN ALONG NORTHBOUND '2' 04/12/13 AS BUILT PLANS DESIGNED: DRAWN: i:j ~ UNDER THE SUPERVISION OF MACARTHUR, SOUTH OF FAIRCHILD. L£:,. MSV MSV ""- L_ ____________________________________________________ LM_A_R_c_s_._ ~o_L_ET_T __ R_.c_.E_. _73_4_B6 _____ DA_TE_JL_ ______ _J_NO_.__i__D_A_TE _ __i_D_ES_C_RI_PT_IO_N_O_F_R_E~_S_IO_NS __________ LA_P_PR_O_VE_D_i__CH_E_CK_ED_:_K~R~RLD_A_IT_: ~6/~2~4/~1~2 L_ __________________ :=SH=E=ET====-O-F:::--= 11 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PLAN R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 PHASES 2A AND 2B 19 RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. - - / I PHASE 2B / C30(CA) ➔ ➔ ➔ - -"\,, R9-3a -3b(RT) j)- - - --- --- ~~ ~ \i ~~ --- ' ' TRAFFIC CONTROL GENERAL NOTES: SEE SHEET 17 PHASE 2A CONSTIRUCT EACH ISLAND DURING SEP ARA TIE PHASES. LEGEND: • CONE (28" MIN.) OR TUBULAR PLASTIC DELINEATOR (36" MIN.) f-DIRECTION OF TRAVEL, NOT STRIPED UNLESS INDICATED TYPE II BARRICADE WITH SIGN MOUNTED ON BARRICADE (IF SHOWN) l TYPE Ill BARRICADE [01' M CONSTRUCTION AREA ~ FLASHING ARROW BOARD -• - 30(CA) • • -. -• !c30(CA) : -ll:ll: - -1- 50' TYP. _660' TAPER _ 54+00 I I SIGN LEGEND: W20-1 C30(CA) W12-1 W20-5(R) -. -• --. - W4-2(R) Etl) ROADWORK G20-2 -660' R9-3a R9-3b(RT OR LT) RIGHT LANE MUST TURN RIGHT R3-4 R3-7(R) 660' 660' ' ' ' C' ! 'V I ' ' ' ' \ ' ' ' ' ' • ~- •• ' 40 CONTACT CITY OF NEWPORT BEACH TRAFFIC ENGINEERING AT (949) 644-3348 FOR TIRAFFIC SIGNAL TIMING ADJUSTIMENTS GRAPHIC SCALE 0 40 120 SCALE: 1" = 40' PHASES 2A AND 28 LANE CLOSURE HOURS: 9AM -3PM MONDAY -FRIDAY 0 IE ,g g ::; ~ t C C ~ ~ '.3-0 0 "" ;,- ~ en C zW "" / ~a a. fil f-a z I w"' ::,; " !s' '.;- 0 .!l "' u ~---~----------~-------~-~---~----------------~--~--------~----------------------------, ~ .~ ~ e ' TA~ v~~~~!!!~s~!?!· _y~ -=====(=) ======l CONSULl'ING 6400 OAK CANYON, SUITE 150 949 474-1400 TEL IRVINE, CA 92618 (949) 261-8482 FAX UNDER THE SUPERVISION OF: MARC S. v10LETT R.C.E. 73486 DATE APPROVAL RECOMMENDED: ~;;:, w .. I!: X en I ;:, '-' ..,. ANTONY BRINE RCE 45521 ~ ".' CITY TRAFFIC ENGINEER w ~ 1----~+----+-----------------+------t--::-==-=----,-::-==:---t--------------------,--------------1~~ fil 04/12/13 AS BUILT PLANS DESIGNED: DRAWN: l:J"' M~ M~ ~------"'' 0" DATE DESCRIPTION OF RE\.1SIONS APPROVED CHECKED: DATE: SHEET OF ~, NO. KRR 6 24 12 ""..,. ~----------------------------------------------------~--------------~-------~-~---~----------------~--~----~-~~~------------------~-----~~a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PLAN R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 PHASE 2C 20 RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. /4 / / I I I I I I I I I I I I I I I I ---·--------- W20-1 / / / / / / I I I I I I G20-2 ➔ ➔ ➔ / / / WITHIN THE 660' MERGING TAPER, INCLUDE A 100' GAP IN CONES AT OPENING OF WESTBOUND MACARTHUR RIGHT TURN LANE / / 1/e .,.- ~ .,.- .,.- / / / ✓ X CITY OF NEWPORT BEACH CITY OF IRVINE / / / 4; R, / / / • = ""' ~ = = -~ ""' = /,~ / / / / / / / / ➔ ➔ ➔ / / / ~ / / / / / / / / JY✓, , \ \ \ C30(CA) ~ ' ..... • • -------I- = • .... -I D -R3-7(R) ~ = = = r-:,W12-1 1 - TRAFFIC CONTROL GENERAL NOTES: SEE SHEET 17 LEGEND: • CONE (28" MIN.) OR TUBULAR PLASTIC DELINEATOR (36" MIN.) f-DIRECTION OF TRAVEL, NOT STRIPED UNLESS INDICATED TYPE II BARRICADE 'MTH SIGN MOUNTlED ON BARRICADE (IF SHOWN) VM CONSTRUCTION AREA ~ FLASHING ARROW BOARD -El -• • tc30(CA) t 3 0( A)• ~,R3-7(R) -• 30 tA) 100' GAP +- +- 00 □ - - 't. C30(CA) • • +- +- 2 +QW ..,. J - CONTACT CITY OF NEWPORT BEACH TRAFFIC ENGINEERING AT (949) 644-3348 FOR TRAFFIC SIGNAL TIMING ADJUSTMENTS PHASE 2C LANE CLOSURE HOURS: 9AM -3PM MONDAY -FRIDAY -{R3 7(R) - - • tc30(CA) 'T"'" _r,W12-1 t --100' GAP .R3"-7(R) w C\I z 1--w ..J w 660' TAPER 28+00 4 29+00 J: J: ~ Cl) <C w ~w Cl) JAMBOREE ROAD I ~ i CENTERPOINTE SIGN LEGEND: W20-1 C30(CA) W20-5(CENTER) W20-5(R) 40 W4-2(R) EN) ROADWORK G20-2 GRAPHIC SCALE 0 40 SCALE: 1" = 40' R3-4 R9-3a 120 ~ ~ R9-3b(RT) W12-1 R9-11(LT) RIGHT LANE MUST TURN RIGHT R3-7(R) ~ C C u :E C ,= I N 0 z <( ~ ~ 00 C C ~ 'i ;J-o 0 <( ;;, ~ V, c z~ :50 C. ~ .... 0 z I w"" "' .... w'.'.)-~ 2 " u ,-------,----------------,---------,-----,-------,---------------------,--~==~;;;::;:;:;;;;;-;-;::;:;;;-;:;:;:---,--------------------------------JC. -~ APPROVAL RECOMMENDED: ~ £ ' l). VA Consulting, Inc. vt ~ l===EN=G=INE=ER=S •=PLAN=NERS==• S=UR=VEY=O=RS== ~ 6400 OAK CANYON, SUllE 150 (949) 474-1400 lEL CONSULTING IR\IINE, CA 92618 (949) 261-8482 FAX UNDER THE SUPERVISION OF: w/ ~x Vl ,:;: "' "' ANTONY BRINE RCE 45521 ~ ':': CITY TRAFFIC ENGINEER ~ ~ ~~-1------1------------------+-----r;:;;:;:;;;;:;;:;:~7~:;;;;;:==-t-------------------,-----1~~ ~2 DESIGNED: DRAWN: i:J ~ LE:,. 04/12/13 AS BUILT PLANS MSV MSV o: .___,_ 1----------j g ~ L ____________________________________________________ LM_A_R_c_s_._~o_L_ET_T __ R_.c_.E_._73_4_B6 _____ DA_TE__JL_ ______ __j_No_._j__D_A_TE _ _j_D_Es_c_RI_PT_IO_N_O_F_R_E~_s_1o_Ns __________ LA_P_PR_o_vE_D_l_cH_E_cK_ED_:_K~R~RLD_A_~_:56/~2~4/~1~2L__ __________________ L_sH_E_ET ___ oF_~~g 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PLAN R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 PHASES 2A, 2B AND 2C 21 RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. 0) ,- I-0 w C\I w :::c 1- (/J w w w w :::c z w (/J -(/J ...J :::c m w 0 C\I w I-(/J < odo ~ <C C\I C\I w (/J (/J w <C (/J :::c <C a. :::c a. - - - ~ - , - • - - - - , -- - -• 660'-'fAPER - VU I VU -- -- -- ~ I CONSTRUCT EACH ISLAND DURING SEPARATE PHASES. PHASES 2A, 28, AND 2C LANE CLOSURE HOURS: 9AM -3PM MONDAY -FRIDAY --- -- - !c30(CA) 50' (TYP.) -l -r ~-- -- -- • • - - - - - - - - jl ' ~/ -------- -------- - -- -- - • • • • -• • - - - --- - - -- -- D - TRAFFIC CONTROL GENERAL NOTES: SEE SHEET 17 - -- -- --- ! 3C CA) C30(CA) • • , --- f---- f- ~ ~ 3 +o (? ,,. 35+00 4'.r I -- - --- -l V l -- -- ~ I ' I ._ -I LEGEND: SIGN LEGEND: • CONE (28" MIN.) OR TUBULAR PLASTIC DELINEATOR (36" MIN.) f-DIRECTION OF TRAVEL, NOT STRIPED UNLESS INDICATED TYPE II BARRICADE WITH SIGN MOUNTED ON BARRICADE (IF SHOWN) t TYPE Ill BARRICADE v:2223 CONSTRUCTION AREA ~ FLASHING ARROW BOARD ------ ~ • • • • • 660' TAPE!< --------- -- - -- - - - - 36+00 37+00 - - - - - - -- - --------- -- -- - JAMBOREE W20-1 C30(CA) 50' (TYP.) J, • • ------ - - - - - - / 39+00 \ - - - - - - ------ ROAD W4-2(R) W20-5a(R) !w4-2(R) !W20-5a(R)!WZ0-1 I A ; A i r V I V I V ___ , ---· ,,n• • -T - --- ---------- - - - - - - - - --- 40+00 41+00 ) - - - - - - - - -- ---------- FAIRCHILD ROAD GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' ~ C 0 u :E C ,= I N 0 z <( ~ ~ 00 C C ~ 'i ;J-o 0 <( ;;- ~ V, c z~ :50 C. ~ I-0 z I w"" "' .... w'.'.)-~ 2 " u ,-----,------------,---------,---,-----,----------------------,-----,--,--::-=-=-:--:-:-:---=-::--::-:-=-=--==---.--------------------------------l"--~ APPROVAL RECOMMENDED: ~ 2 \bz ==v=:=G=~=ER=~=~=~=U=~=ti=~=S~=,VEY=·=~=;=•===l CONSULTING 6400 OAK CANYON, SUllE 150 (949) 474-1400 lEL IR\IINE, CA 92618 (949) 261-8482 FAX UNDER THE SUPERVISION OF: I-C. w/ ~x Vl I;! "' -ANTONY BRINE RCE 45521 ~ '?. CITY TRAFFIC ENGINEER w ill 1-~+----+------------------+-----l-:==:::---r=:-:-:::c----+--------------------,--------1i~ £ 04/12/13 AS BUILT PLANS DESIGNED: DRAWN: i:j ~ M~ M~ ------~"' ~ ______________________________________________________ _J___MA_R_c_s_._~_o_LE_n ___ R_.c_.E_._13_4_ss ____ D_AT_E_,_ ________ L_N_o_.J___□_AT_E _ _J_□_Es_c_R1_Pr_1o_N_o_F_R_E_~_s1_0N_s __________ _L_A_PP_R_ov_E_DLc_H_E_cK_E_□,--"'KR~RJ__DA_~_=~6~;~24~1~12'L ___________________ _1__s_H_EE_T ___ oF _ __JI~ ,o 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PLAN R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 PHASE 3 22 RECORD DRAWINGS VA CONSULTING,INC. BY DATE THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. VA CONSULTING, INC. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. NB BRISTOL STREET ➔ 660' 660' ~ 660' CONTACT CITY OF NEWPORT BEACH TRAFFIC ENGINEERING AT (949) 644-3348 FOR TRAFFIC SIGNAL TIMING ADJUSTMENTS 13+00 • -- G20-2 ~ f- f- 14+00 +e rn +oo -L f- +oo 4-1 'lieo • • • • 480' MERGING TAPER _!"---~~10~0~• G~AP~➔~{M!_!'!:IN.L) .=___jf 4-~ --~ ~30(CA)t C30(CA) ~~~ "' ~--~ -➔ -~7,& -125' SHIFTINGTAPER -& -~-\ "' CITY OF NEWPORT BEACH CITY OF IRVINE MACARTHUR BOULEVARD / / / / / / / / / / / f- f- f- ,r / / / / I / l \ \ 0 C30 CA ~ ...... ..... 0 wq zo -3D(CA) • -o ~ • ...J + = = :::c "q" (.) C\I I-<( •• :E~ ---·--·---\ ◊ Cl) -------------- \ WIDENING IMPROVEMENTS PER PHASE 1 \ \ JAMBOREE TRAFFIC CONTROL GENERAL NOTES: SEE SHEET 17 PHASE 3 LANE CLOSURE HOURS: 9AM -3PM MONDAY -FRIDAY KOLL CENTER u \ ~ '<(,1 - 2 +aw " ➔ ➔ - D / ~~ I I ~ "' -11 f- f- f- C30(CA) ,r SIGN LEGEND: - - - W20-1 EN) ROADWORK G20-2 - - • -28+00 - - -- V, ~ 2l: ,: /I / /I / / ~ / / ?-: 0 -[;!--- W73A(CA) SIGN INSTALLED PER SHEET 13 • 0 -- WIDENING IMPROVEMENTS PER PHASE 1 MACARTHUR BOULEVARD C30(CA) LEFT LANE MUST TLRN LEFT R3-7(L) - - W4-2(L) - - - - r: C3~(CA) -WO' GAll--(MIN. l • -W12-1 € 29+00 - - - - - - - ------ W20-5(L) - - 500'7APER -i-R3-7(L) . ' - - -- W12-1 • CONSTRUCTION NOTES: @ PAINT TEMPORARY 4" BROKEN WHITE LANE LINE PER CAL TRANS STD. PLAN A20A, DETAIL 8. ® PAINT TEMPORARY 4" SOLID YELLOW EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 24. @ PAINT TEMPORARY 8" BROKEN WHITE LANE DROP LINE PER CALTRANS STD. PLAN A20C, DETAIL 37B. (OMIT REFLECTIVE PAVEMENT MARKERS) @ PAINT TEMPORARY 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. @ PAINT WHITE TEMPORARY PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PALN A24A. -- 660' 660' 660' 1-,,•.,.__-1--1,_1, I y;,_ V ! V j V --']"--W4_-2(1:2_!W20-5(L) W20-1 - - 3 +o I I I FAIRCHILD ROAD LEGEND: e CONE (28" MIN.) OR TUBULAR PLASTIC DELINEATOR (36" MIN.) DIRECTION OF TRAVEL, NOT STRIPED UNLESS INDICATED TYPE II BARRICADE WITH SIGN MOUNTED ON BARRICADE (IF SHOWN) CONSTRUCTION AREA FLASHING ARROW BOARD GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 ~ ~ I N 0 I C 0 ~ ! 0 ~ ;:J-"' Vl C z~ :5 0 0. ~ I-o, z "' w .... "' "' '5!,.,.. 0 !l ----,------------,----------,-------,-----,--------------------,----,--:-::-=::-:-c:-:--=-=-::-:-:=-:=::--,-----------------------------J~u I 0. J!, APPROVAL RECOMMENDED: ~ e ' TA~ ~~~~~!~s!:!~;· X ~=======l CONSULTING 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL IR\/1NE, CA 92618 (949) 261-8482 FAX UNDER THE SUPER~SION OF: I-0. w/ ~x In ,;1 <.> O> ANTONY BRINE RCE 45521 ~ :: CITY TRAFFIC ENGINEER w ill 1--~+----+------------------+------l-:===---r:-::-:-c-:,,----+----------------------,---------4 0 •• & 04/12/13 AS BUILT PLANS DESIGNED: DRAWN: : ; ~V M~ ------~~, ~----------------------------------------------------------'---MA_R_c_s_._~_o_LE_TT ___ R_.c_.E_._73_4_86 ____ D_A~_..L__ _______ _.___N_o_._L__D_A~ _ ___[_D_Es_c_RI_PTI_□_N_□_F_R_E_~_s1_□N_s __________ ..L__A_PP_R_ov_E_DLc_H_E_cK_E_□=~KR~R_L_DA_T_E:~6=24'L'..'.12c.1__ ___________________ _l_s_H_EE_T __ o_F _ __Jit ,0 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 IRRIGATION PLAN 23 JAMBOREE ROAD CE N T E R P O I N T E MA C A R T H U R B L V D CONTROLLER ASSEMBLY LOCATION NOTE: VALVE LOCATION NOTE: R R R R P P P P P MA C A R T H U R B L V D 3' 2' 100'83'72'4'4'23'96'3'3'49' EXISTING VALVE NO. 10 42' 5' 4' 4 6 ' 4' 1 ' 5' 2 ' 3 ' 3 ' 2 2 ' 154' 98' 4'5'67' MAINLINE 18" FROM CURB MAINLINE 18" FROM CURB EXISTING VALVE NO. 11 MAINLINE 18" FROM CURB 7' 1 0 ' 48' 7' 4' RECORD DRAWING BY DATE RECORD DRAWINGS THE RECORD DRAWINGS HEREIN ARE FURNISHED FOR INFORMATION PURPOSES ONLY AND HAVE BEEN PREPARED BASED ON UNVERIFIED INFORMATION AND/OR COMPLETENESS OF FIELD CONDITIONS. NUVIS CANNOT ASSURE THE ACCURACY OR COMPLETENESS AND, THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE RECORD DRAWINGS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THEM AS A RESULT. THOSE RELYING ON THESE RECORD DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THEIR ACCURACY BEFORE APPLYING THE INFORMATION FOR ANY PURPOSE. 04/15/2013 (I) 1-1/2" 5CI-L 40 PVC WIRE SLEEVE t <V 4" SCl-4 40 PVC FIFE SLEEVE. SEE CIVIL ENC:ilNEER'S PLANS _/__ 4"S-- - --4"S-- - - / CONTRACTOR 51-lALL TRENCl-4 REFA!Ji 1,260 SF. OF IMPACTED EXIST! LAND~AR D AREA. IRRIC.ATION SYSTEM 1-lAL=S REPAIRED TO SE FULLY ERATI A · ITl-4 MANUFACTURER'S FRO CT CUR NT IN • 3 4• • __...-MEDIAN IRRIC.ATION POINT OF • • -- • 1 "' I • • I • EXISTINc. CONTROLLER LOCATION 51-lOWN ON Tl-4I5 DRAWINC. 15 APPROXIMATE. VERIFY LOCATION AND NUMEIER OF VACANT STATIONS PRIOR TO START OF WORK. --- 1 -- E - - - - - E -7=]-B -E - □- TV-----TV-----I • NOTE, I. REFER TO 51-lEET 2!:> FOR IRRIC.ATION LEC.END l NOTES REFER TO Sl-lEETS 26, 21 l 28 FOR IRRIC.ATION DETAILS 4 ADDITIONAL NOTES NOTE: I. CONTRACTOR TO FOLLOW IRVINE RANCl-4 WATER DISTRICT RULES AND REC.ULATIONS FOR RECYCLED WATER CONSTRUCTION REQUIREMENTS. 2. ALL IRRIC.ATION MAINLINE MUST SE INSPECTED SY BRYAN Cl-lAMSERS, IRWD, AT (':l4':l) 439-1110 PRIOR TO BACKFILL INC. TRENCl-lES. APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICE GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949)453-5300. PLAN CHECK NO. ____ _ ONSITE APPROVAL_· _____ _ DATE: ____ _ PLACE. / CONNECTION. SEE NOTE '6' BELOW ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON Tl-4I5 DRAWINC:i ARE APPROXIMATE. Tl-lE CONTRACTOR Sl-lALL STAKE OUT EACl-4 ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL SY Tl-lE CITY OF IRVINE'S REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT FOSITIONINC. FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES Sl-lALL EIE DETERMINED EIY Tl-lE CITY. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED EIY Tl-lE CITY Sl-lALL EIE PROVIDED SY Tl-lE CONTRACTOR AT NO ADDITIONAL COST TO Tl-lE OWNER. FAILURE TO OBTAIN CITY'S APPROVAL PRIOR TO Tl-lE INSTALLATION 51-lALL CAUSE Tl-lE CONTRACTOR TO MAKE CITY DIRECTED REVISIONS AT NO ADDITIONAL COST TO Tl-lE CITY. IN C.ENERAL, UNLESS OTl-lERWISE DIRECTED SY CITY, ALL VALVES 51-lALL EIE INSTALLED Tl-lREE FEET FROM EDC.E OF 1-lARDSCAFE, WALK OR CUREI IN 51-lRUEI FLANTINC:i AREAS. / /2 / / // / NOTE 'El', PROPOSED MAINLINE 51-lALL TIE INTO EXISTINc. CITY OF NEWPORT EIEACl-4 1-1/2" RECLAIMED/RECYCLED WATER METER LOCATION, 4000 MACARTl-lUR BLVD. FOC NO. 11409 114 PSI AT POC. LOCATION 15 APPROXIMATE. VERIFY PRIOR TO START OF WORK. CONNECT DOWNSTREAM OF EXISTINC:i MASTER VALVE AND FLOW SENSOR STATIC PRESSURE, 70 F.5.1. SYSTEM DEMAND, 33.12) C.FM RESIDUAL PRESSURE, 13.1 F.5.1. .J -NUVIS LANDSCAPE ARCHITECTURE AND PLANNING NOTE, USE ADJUSTABLE ARC NOZZLES FOR ALL 1-lEADS LOCATED IN AREAS Wl-lERE A STANDARD ARC PATTERN OVER SPRAYS ONTO EIUILDINc.S, WALLS OR FAVINC.. ADJUSTAEILE ARC NOZZLE Sl-lOULD 1-lAVE Tl-lE SAME RADIUS OF Tl-lROW AS Tl-lE NOZZLE SEINc. REPLACED. \b ~~i~~~~~s!:!?;• ~ ~ e=6=400=0=AK=C=AN=YO=N,=SU=ITE=1=50=(9=49=) =4 7=4-=14=00=T=EL=I CONSULTING IRVINE, CA 92618 (949) 261-8482 FAX Signature ._ SEPTEMBER 30,2013 Jf,, Expiration Date 12-,, 04-12-2013 AS BUil T PLANS NO. DATE DESCRIPTION OF REVISIONS 20' 0 GRAPHIC SCALE 20' SCALE: 1" ~ 20' APPROVAL RECOMMENDED: ANDY TRAN RCE 63670 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: APPROVED CHECKED: DATE: 8/09/12 ~~ L ~ - -~---E-~ E E-- ~ --- ~ <C ~ ~ " CD ::, en " 0 0 en z <C ~ CL ~ z w " w > 0 O' CL ;;; " z z w 0 "' w w O' 0 SHEET OF CD " <C 7 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 24 JAMBOREE ROAD JAMBOREE ROAD N B R I S T O L S T R E E T MA C A R T H U R B L V D 68' 10 ' 10 ' 7 ' 3 ' 4 ' 18' 19' 12' 8' 2'4' IRRIGATION PLAN RECORD DRAWING BY DATE RECORD DRAWINGS THE RECORD DRAWINGS HEREIN ARE FURNISHED FOR INFORMATION PURPOSES ONLY AND HAVE BEEN PREPARED BASED ON UNVERIFIED INFORMATION AND/OR COMPLETENESS OF FIELD CONDITIONS. NUVIS CANNOT ASSURE THE ACCURACY OR COMPLETENESS AND, THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE RECORD DRAWINGS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THEM AS A RESULT. THOSE RELYING ON THESE RECORD DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THEIR ACCURACY BEFORE APPLYING THE INFORMATION FOR ANY PURPOSE. 04/15/2013 I- I C, -C: ~ 0 ...J w m w w en w z -...J I (.) 1- <C ~ I L 0 -o f---0 0 ==--r--t--~ ---• t- i I II II I I l \ \\ \ \. '-' '..__ ..__ I I I I 11 I I r I EXISTINC:i R.O.W. I I I I I C I I I I I C -------~ CONNECT EXISTI MEDIAN PVC MAINLINE TO NEW --======--=f ■ I 1-u.. MAINLINE. LOCAT ON 15 APPROXIMATE. VERIFY IN FIELD W '# . : ~~~~~ ~~ ~7:~~ ~D~. ~~~~I~T~~~~~~ ~~~ifrNc. I ~ ~ ...J -G-f---G-----G-- - - -G-- - - -G-- --fRRluAflON .&.Y<:Sr .-l"IA¼llc!Ur-L5TfilE..'10EMAND _!~l ~C.PM. _ -----G-____ G----> lM .. H _ _ ~ -----',1, 1 ,i,J ;;.-==-~-=.=-=._=-=;-,2; .. ;w:=.=-:-=-=~--=--=---:.=-=-:=-=.=-;;,2;;;;"w~-==--=-=-~-=-=....,__=--==-~-w-===---~-~---J.:,;:,.~~~==c..-=---_-_,.:=-12"w---~--=---I-g : -Q ( ~ EXIST"" ro::v-~ w-EXISTINC. RCV <( rr--~ -~ \-i ~ 1~ 0 o c---E)r----~ :Q --=l ttl J ~ -t ~2~·--en Ill I--"I: -t CONTRACTOR 51-lALL PULL A MINIMUM OF 4 W 'oi::::::: CONTROL WIRES AND I COMMON WIRE TO EXIST! I z j5• w~ :!!!: I __ MEDIAN. CONNECT TO (3) EXISTINC. CONTROL ::J ~ ~ ...J lillr. : -~ALVES. BUNDLE I SPARE IN FURTI-IEST VAL VE I : ~ "11111 I BOX.----..__..__ (.) I I ~ I 1-<C t~-T-V=-~~TYeo-,~ -~TV·--E="-=.=_-E-7r,w--=L-~--E----c1<e: ~--___A .16"W---=-.. ---------_ ___ __ _ --E~--E----E-=-=------=-=-E---=-=~•~~=-=---=--=------16"W-- - --16"W--'oi::::::: -TV-----TV----'-.. --/ --£---E t ...:::: _----- - E - - --=-_ r_':_ ~ = = ~ = ~ ;=_-_ -_ -_ ~~ = = = ~-F~--=--~,"'"r~-~--=----=-E _ry-=-=-~ ..::::-r _JI/_---= ---r -w = ~ -E-----4-·v--___ --E _ -------'_-_-_-_-_-' -:.-=-=-=--~' -=-=-=If' rv-~---=---L-=---=--T'if-=-=L-_-----:::...._-- -E---~ '~ ~ ~ '\ TA VA Consulting, Inc. EXISTINC:i IRRIC.ATION SYSTEM 51-lALL BE MODIFIED TO ACCOMMODATE CONSTRUCTION DEVELOPMENT FOR APPROX. l,e>4~ SF. EXISTINC:i I-IEADS 51-lALL BE RELOCATED AS NECESSARY, REVIEWED AND APPROVED BY ENC:ilNEER NOTE: DENOTES EXISTINC. IRRIGATION AREA TO REMAIN AND BE PROTECTED ~--UNLESS OTI-IERWISE NOTED, EXISTING IRRIGATION BEYOND R.O.W. 51-lALL REMAIN AND BE PROTECTED IN PLACE I. REFER TO 51-lEET 2~ FOR IRRIC.ATION LEC.END 4 NOTES. REFER TO 51-lEET 26, 27 • 28 FOR IRRIGATION DETAILS • ADDITIONAL NOTES. NOTE: I. CONTRACTOR TO FOLLOW IRVINE RANCI-I WATER DISTRICT RULES AND REC.ULATIONS FOR RECYCLED WATER CONSTRUCTION REQUIREMENTS. 2. ALL IRRIGATION MAINLINE MUST BE INSPECTED BY BRYAN CI-IAMBERS, IRWD, AT ('34'3) 43'3-7771Z> PRIOR TO BACKFILLING TRENCI-IES. 3. CONTRACTOR 51-lALL MAINTAIN SYSTEM OPERATIONAL IN EXISTING MEDIAN FOR DURATION OF CONSTRUCTION AT Tl-IE DIRECTION OF Tl-IE ENC:ilNEER ~ 04-12-2013 AS BUil T PLANS 20' YJJ.~ ENGINEERS• PLANNERS• SURVEYORS ~ :I,_ e=6=40=0 =OA=K =CA=NY=ON=, S=Ul=TE=15=0=(9=49=) =47=4-=14=0=0 =TE=jl -, Cl;' ..> -;.:.... "" '""' NUVIS LANDSCAPE ARCHITECTURE AND PLANNING CONSULTING IRVINE, CA 92618 (949) 261-8482 FAX ~ '"' "' -~s=rg=,o=tc,~e - ._ SEPTEMBER 30,2013 Jf,, Expiration Dot NO. DATE DESCRIPTION OF REVISIONS -12"W-- - --12"W- ----G-----G----- 4A ' ----T __ / --12..- -G------:, / (I) I-If.I" SCI-I. 41Z> PVC WIRE SLEEVE • (IJ 4" SCI-I 41Z> PVC PIPE SLEEVE. SEE CIVIL ENGINEER'S PLANS IRVINE RANCH WATER DISTRICT APPROVAL FOR ON SITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICE GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949)453-5300. PLAN CHECK NO, ____ _ ONSITE APPROVAL~· ______ _ DATE: ____ _ 0 GRAPHIC SCALE 20' SCALE: 1" ~ 20' APPROVAL RECOMMENDED: ANDY TRAN RCE 63670 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: APPROVED CHECKED: DATE: 8/09/12 40' SHEET OF ~ <C ~ ~ " CD ::, en " 0 0 en z <C ~ CL ~ z w " w > 0 ct' CL ;;; " z z w 0 "' w w ct' 0 CD " <C 7 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 IRRIGATION LEGEND & NOTES 25 R P R BY DATE RECORD DRAWINGS THE RECORD DRAWINGS HEREIN ARE FURNISHED FOR INFORMATION PURPOSES ONLY AND HAVE BEEN PREPARED BASED ON UNVERIFIED INFORMATION AND/OR COMPLETENESS OF FIELD CONDITIONS. NUVIS CANNOT ASSURE THE ACCURACY OR COMPLETENESS AND, THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE RECORD DRAWINGS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THEM AS A RESULT. THOSE RELYING ON THESE RECORD DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THEIR ACCURACY BEFORE APPLYING THE INFORMATION FOR ANY PURPOSE. 04/15/2013 IRRIGATION PLAN NOTES CONTRACTOR SI-IALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISl-l AND INSTALL Tl-IE IRRIGATION S'YSTEM AS SI-IOWN ON Tl-IE DRAWINC:sS, AS DESCRIBED IN Tl-IE SPECIFICATIONS, AND IN ACCORDANCE WITl-l APPLICABLE CODES AND ORDINANCES. DESIGN REFLECTS COMPLIANCE WITl-l CALIFORNIA STATE ASSEMBL 'Y BILL 1881 (AB 1881) AND Tl-IE STATE'S MODEL ORDINANCE AND/OR Tl-IE LOCAL GOVERNING AGENC'Y'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SI-IALL BE RESPONSIBLE FOR ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. CONTRACTOR 51-lALL FLU51-l ALL LINES AND ADJUST ALL 1-lEADS FOR OPTIMUM PE!,;fORMANCE IN ACCORDANCE WITl-l Tl-IE SPECIFICATIONS AND TO PREVENT OVERSPRA'Y ONTO 1-lARDSCAPE AREAS OR STRUCTURAL ELEMENTS. TI-IIS SI-IALL INCLUDE SELECTING Tl-IE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS AND TO TI-IROTTLE Tl-IE FLOW CONTROL AT EACl-l VALVE TO OBTAIN Tl-IE OPTIMUM OPERATINC:s PRESSURE FOR EACl-l 5'Y5TEM. COSTS INCURRED DUE TO AN'Y ADJUSTMENTS FOR 112)(2)% COVERAGE, INCLUDING Tl-l05E REQUESTED S'Y Tl-IE ENGINEER 51-lALL SE Tl-IE RE5PON5IBILIT'Y OF Tl-IE CONTRACTOR. S'YSTEM DESIGN 15 BASED ON A MINIMUM OPERATINC:s PRESSURE (P.5.1.) AND A MAXIMUM DEMAND (G.P.M.) AS SI-IOWN AT EACl-l POINT OF CONNECTION ON Tl-IE DRAWINC:sS. CONTRACTOR 51-lALL VERIF, PRESSURE AND DEMAND AT EACl-l POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND SUBMIT SUCl-l IN WRITING TO Tl-IE ENC:slNEER IF AN'Y DISCREPANCIES EXIST, TI-IE'Y SI-IOULD SE SROUGI-IT TO Tl-IE IMMEDIATE ATTENTION OF Tl-IE ENGINEER. EQUIPMENT SI-IOWN IN I-IARD5CAFE AREAS ARE FOR DESIGN CLARIFICATION ONL 'Y AND SI-IALL SE INSTALLED WI-IENEVER POSSIBLE WITI-IIN PLANTED AREAS A REASONABLE, REACI-IASLE DISTANCE FROM 1-lARDSCAFE OR TURF AREAS I WATER PRESSURE CALCULATIONS POC NUMBER Private Site POC SIZE HYDRAULIC GRADE LINE -POC ELEVATION ELEVATION DIFFERENCE -MINIMUM STATIC WATER PRESSURE REMOTE CONTROL VALVE# 3B REMOTE CONTROL VALVE SIZE R.C.V. DEMAND (GPM) 37.8 TOTAL DEMAND (GPM) HIGHEST HEAD ELEVATION -STATIC PRESSURE AT R.C.V. SIZE DESCRIPTION PSI LOSS 2" SERVICE LINE 1 1.6 2" WATER METER I 2 0.9 0 BACKFLOW PREVENTER I 3 00 2" BALL VALVES ' 4 1.0 2" MASTER CONTROL VALVE 5 0.8 2" 360 FEET OF MAINLINE: TYPE CLASS 315 6 4.6 1-1/2" FLOW SENSOR 7 0.5 1-1/2" REMOTE CONTROL VALVE I 8 3.0 10% LATERAL LINE LOSS ' 9 1.2 10% FITTING LOSS 10 1.4 0 FT OF ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) 11 00 TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #11) 12 15.0 PRESSURE REQUIRED AT HEAD 13 30.0 TOTAL PRESSURE REQUIRED (SUM OF #12 AND# 13) 14 45.0 STATIC WATER PRESSURE (FROM ABOVE) 15 75.0 RESIDUAL PRESSURE (SUBTRACT# 14 FROM# 15) 16 30.0 SET PRV OR MCV AT(# 14 PLUS 10 PSI) 17 00 PRESSURE BOOST, IF REQUIRED (#14-#15 + 20 PSI) 18 00 I WATER PRESSURE CALCULATIONS POC NUMBER Jamboree Median POC SIZE HYDRAULIC GRADE LINE -POC ELEVATION ELEVATION DIFFERENCE -MINIMUM STATIC WATER PRESSURE REMOTE CONTROL VALVE# EXIST MEDIAN REMOTE CONTROL VALVE SIZE R.C.V. DEMAND (GPM) 33 TOTAL DEMAND (GPM) HIGHEST HEAD ELEVATION -STATIC PRESSURE AT R.C.V. SIZE DESCRIPTION PSI LOSS 2" SERVICE LINE 1 1.3 2" WATER METER I 2 2.3 BACKFLOW PREVENTER I 3 0 0 2" BALL VALVES ' 4 1.0 1-1/2" MASTER CONTROL VALVE 5 3.0 2" 1,035 FEET OF MAINLINE: TYPE CLASS 315 6 10.7 1-1/2" FLOW SENSOR 7 0.5 1-1/2" REMOTE CONTROL VALVE I 8 3.5 10% LATERAL LINE LOSS ' 9 2.2 10% FITTING LOSS 10 2.4 0 FT OF ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) 11 0 0 TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #11) 12 26.9 PRESSURE REQUIRED AT HEAD 13 30.0 TOTAL PRESSURE REQUIRED (SUM OF #12 AND# 13) 14 56.9 STATIC WATER PRESSURE (FROM ABOVE) 15 70.0 RESIDUAL PRESSURE (SUBTRACT# 14 FROM# 15) 16 13.1 SET PRV OR MCV AT(# 14 PLUS 10 PSI) 17 0.0 PRESSURE BOOST, IF REQUIRED (#14-#15 + 20 PSI) 18 0.0 IRRIGATION LEGEND S'YMBOL MANUFACTURER. MODEL NUMBER PSI RADIUS GPM UNLESS OTI-IERWISE NOTED ON Tl-IE DRAWINGS, CONTRACTOR SI-IALL F 2712) 2412) 1-l 1212) Q ADJ F 2712) 2412) 1-l 1212) Q 15-612) INST ALL WIRE AND PIPE UNDER 1-lARDSCAPE AREAS IN P.V.C. SCI-IEDULE Ell e G 412) SLEEVES PLACED PRIOR TO INSTALLING 1-lARDSCAPE IN (9 TORO 570Z-6P PR COM TU!,;f 1-lEAD W/ I!;,' PRECISION SERIES NOZZLE 312) 15' 2.31 1.78 154 I.lb .77 58 .39 ACCORDANCE WITl-l APPLICABLE CODES. • e ~ ~ TORO 570Z-bP PR COM TU!,;f 1-lEAD W/ 12' PRECISION SERIES NOZZLE 312) 12' 1.48 I.I!;, .99 .74 .49 .37 15 WI-IEREVER POSSIBLE, CONTROL WIRES SI-IALL OCCUP, Tl-IE SAME e (9 TORO 570Z-6P PR COM TU!,;f 1-lEAD W/ 10' PRECISION SERIES NOZZLE 312) 112)' 1.(2)3 .79 h9 51 34 .23 .17 TRENCl-l AS PIPES. " • TORO 570Z-bP PR COM TU!,;f 1-lEAD WI 8' PRECISION SERIES NOZZLE 312) 8' hb .49 .44 .33 12 .17 .11 EACl-l CONTROLLER SI-IALL 1-lAVE ITS OWN INDEPENDENT GROUND WIRE. ... 'if "! "! V TORO 570Z-bP PR COM TU!,;f 1-lEAD W/ 8' PRECISION SERIES NOZZLE 312) 15' 2.31 1.78 1.54 I.lb .77 58 .39 8 [II (g TORO 570Z-I2P FR CG1 51-lr-a.lB 1-lEAD W/ 12' PRECISIQ\I SERIES NOZZLE 312) 12' 1.48 I.I!'; .99 .74 .49 37 15 SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACl-l • e ~ ~ TORO 570Z-I2P FR CG1 51-lr-a.lB 1-lEAD WI 10' PRECISION SERIES NOZZLE 30 10' 1.(2)3 .79 h9 51 34 .23 .17 SPLICE AND EVER'Y 100' ON CENTER ALONG WIRE RUN. TAPE WIRE !!! [!I [!! TORO 570Z-I2P FR CG1 51-lr-a.!B 1-lEAD WI 8' PRECISIQ\I SERIES NOZZLE 312) 8' hb .49 .44 .33 12 .17 .11 BUNDLES 112)' ON CENTER. NO T APINC:s WILL BE PERMITTED INSIDE -• TORO 570Z-I2P FR CG1 51-lr-a.!B 1-lEAD WI 5' PRECISIQ\I SERIES NOZZLE 312) !;, ' 16 .20 .17 .13 .12l9 .01: .04 SLEEVES. 0 RAINBIRD l@I 6.JBBLER Q\I 12" SCl-l. W RISER 312) FLOOD .25 WIRE CONNECTORS SI-IALL BE 3M DS'Y OR APPROVED EQUAL. RAINSIRD 1402 BUBBLER W/ ASSEMBL 'Y PER DETAIL (EACl-l 5'YMBOL 312) FLOOD .50 GPM/SUSSLER I..IZl GPM/TREE V CONTROL VALVES 51-lALL SE SIZED AS DESIGNATED ON Tl-IE DRAWINGS REPRESENTS 2 BUBBLERS) AND SI-IALL BE INSTALLED IN VALVE BOXES AS INDICATED IN Tl-IE T RAINSIRD RWS-S-C-I402 (EACl-l S'YMSOL REPRESENTS 2 SUSSLERS) 312) FLOOD .50 GPM/SUSSLER 1..(2) GPM/TREE DETAILS. BOXES SI-IALL SE SET FLUSl-l WITl-l Tl-IE FINISl-l GRADE OR SU!,;fACE AND PERMANENTL 'Y MARK.ED WITl-l Tl-IE LETTERS RC.V. 5,MSOL MANUFACTURER MODEL NUMBER REMARKS CONTRACTOR SI-IALL INSTALL ANTI-DRAIN CI-IECK VALVES AS NECESSAR'Y [W] NIA EXISTING RECLAIMED/ REC'YCLED WATER METER VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD TO PREVENT LOW 1-lEAD DRAINAGE. .... MATCO 758 FULL PORT BRASS SALL VALVE SIZE FER MAINLINE. INSTALL WITHIN 112)" ROUND PLASTIC VALVE SOX ALL IRRIGATION 1-lEADS ADJACENT TO 1-lARDSCAPE SI-IALL SE POP-UP ST'YLE. " RAINSIRD GB-PRS-D SERIES BRASS REMOTE CONTROL VALVE SIZE PER PLAN. INSTALL WITI-IIN I8"Xl2" RECTANGULAR PLASTIC VAL VE IRRIGATION 1-lEADS SI-IALL SE SET PERPENDICULAR TO FINl51-l GRADE BOX OF Tl-IE AREA TO SE IRRIGATED UNLESS OTI-IERWISE DESIGNATED ON • GRSIWOLD DWS SERIES BRASS REMOTE CONTROL VALVE SIZE FER FLAN. INSTALL WITI-IIN I8"Xl2" RECTANGULAR PLASTIC VAL VE Tl-IE FLANS. BOX SUSSLERS 51-lALL SE LOCATED ON Tl-IE UFI-IILL SIDE OF TREES. () RAINSIRD 44NP QUICK COUPLER VALVE INST ALL WITI-IIN 10" ROUND PLASTIC VALVE BOX REFER TO 5FECIFICATION5 FOR ALL IRRIGATION DETAILS RAINMASTER EXISTING RAIN MASTER EVOLUTION DX2 IRRIGATION SEE PLAN NOTE. CONTROLLER TO BE UPGRADED WITH IZGl I CONTROLLER AT MEDIAN SITE REMOTE RADIO AND ANTENNA COMMUNICATIONS 2" NIA IRRITROL EXISTING MC-30 PLUS COMMERCIAL SITE CONTROLLER EXISTING SITE CONTROLLER NOT SI-IOWN DUE TO PROXIMITY FROM LIMITS OF -WORK. VERIFY LOCATION IN FIELD 75 [g IRRITROL MC-I2E OUTDOOR FEDEST AL MOUNT CONTROLLER. INSTALL PROPOSED VALVES TO NEW CONTROLLER. ABANDON AND 1-1/2" INSTALL IN VIT STRONG SOX LD-lbS ENCLOSURE PLACE EXISTING CONTROL VALVES WIRES WITI-IIN TI-IIS AREA IN FULL 37.8 BOX FOR FUTURE ACCESS -□ RS!;,(2)(2) RAIN SENSOR. 1-lARDWIRE INSTALLATION TO MOUNT TO CONTROLLER FEDEST AL FER MANUFACTURER'S IRRITROL CONTROLLER RECOMMENDATIONS. PSI [3E] NIA EXISTING ELECTRICAL POWER SOURCE LOCATION IS APPROXIMATE. VERIF, IN FIELD PRIOR TO START OF PSI WORK. ELECTRICIAN TO PROVIDE CONNECTION TO CONTROLLER PER PSI LOCAL CODES PSI PSI 5-·· ---5 AS APPROVED SCI-I 412) PVC PURPLE MAINLINE PIPE-1-1/2" AND 312)" MINIMUM DEPTl-l WITI-IIN ROADWA'Y AND BENEATl-l ALL PAVING PSI SMALLER FOR RECLAIMED WATER W/ SCI-I. 812) FITTINGS 18" MINIMUM DEFTl-l WITI-IIN PLANTER AREAS PSI CLASS 315 PVC PURPLE MAINLINE FIFE-2" AND 3" SIZES INSTALL WARNING TAPE FER IRWD REGULATIONS PSI FOR RECLAIMED WATER W/ SCH W FITTINGS PSI s-----.oj AS APPROVED 2" CL. 315 PVC IRRIGATION MAINLINE SERVICE TO 30" MINIMUM DEPTH. SEE CIVIL ENGINEER'S PLANS PSI EXISTING MEDIAN. SEE CIVIL ENGINEER'S FLANS. PSI PSI PSI 5 5 AS APPROVED SCI-I 412) PVC PURPLE LATERAL LINE FOR RECLAIMED 12" MIN. COVER-3/4" SIZE UNLESS OTI-IERWISE INDICATED PSI WATER ON PLAN PSI PSI )°..----~ AS APPROVED SCI-I 412) PVC PURPLE FIFE AND WIRE SLEEVE FIFE SLEEVES-30" MIN. COVER-SIZE FER FLAN ---- PSI WIRE SLEEVES-312)" MIN. COVER-SIZE FER FLAN PSI ---AS APPROVED ELECTRICAL CONDUIT INSTALLED S'Y LICENSED ELECTRICIAN PER NATIONAL.STATE AND LOCAL ELECTRICAL CODES NQTSI-OJN AS APPROVED CONTROL WIRE-UF. DIRECT BURIAL b(Z)IZ)V SOLID 12 AWG COMMON AND 14 AWG CONTROL 18" MIN, COVER -ROUTE WITl-l MAINLINE I COPPER W/ PVC INSULATION " NQT 61-0JN SPEARS DS-112)(2) DRI-SPLICE CONNECTORS WITl-l CRIMP SLEEVES FCR USE Q,I ALL CIT'Y a= NEu.R:Rr SEt>O-l LOJJ VQ.. TtuE l~GATIQ,I WIF<E -DS-3012) DRI-SPLICE SEALANT CONECTIQ,15 (UL ~D). INSTALL FERMANFACTUF<ERS F<E~ATIQ\15. 70 NQT 61-0JN 3M DSY-b DIRECT BURIAL SPLICE KIT FN-12)912)53 FOR USE ON ALL CITY OF IRVINE PROJECT WIRE 1-1/2" WATER-PROOF WIRE CONNECTORS CONNECTIONS (U.L. APPROVED) 33 [El CARSON RECTANGLE PURPLE PLASTIC VALVE SOX WITl-l SOLT PULL AND BUNDLE FOUR ( 4) EXTRA CONTROL WIRES, -DOWN COVER SLUE IN COLOR AND ONE (I) WI-IITE COMMON WIRE AND lb~ LABEL AS 'SPARE' FOR FUTURE USE. PSI ~~IC EXISTING IRRIGATION VALVE TO BE REMOVED LOCATIONS ARE APPROXIMATE. VERIFY IN FIELD PRIOR TO START PSI .-EXISTING IRRIGATION TO REMAIN AND PROTECT IN PLACE OF WORK IC PSI 1------~ EXISTING 2" PVC MAINLINE. LOCATION IS SCHEMATIC. VERIFY IN FIELD PRIOR TO START OF WORK PSI PSI IRVINE RANCH WATER DISTRICT NQT 61-0JN CARSON OR MODEL 12)9112) PURPLE ROUND PLASTIC VALVE SOX W/ INST ALL FER DETAILS EQUAL LOCKING COVER. MODEL 1419 STANDARD PURPLE PSI RECTANGULAR PLASTIC VALVE BOX WITl-l LOCKING PSI APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY COVER PSI WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER PSI DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED VAL VE NUMBER THROUGH THE IRWD DEVELOPMENT SERVICE GROUP. FOR SPECIFIC PSI REQUIREMENTS FOR OBTAINING SERVICE CALL (949)453-5300. /A2(2)\ 20 -----C:..F' M. PSI PLAN CHECK NO. \I.SO"/ PSI I VALVE SIZE PSI ONSITE APPROVAL· DATE: PSI PSI 11 APPROVAL RECOMMENDED: PSI v ~ VA Consulting, Inc. \.~1\DSCAP[ 04-12-2013 AS BUil T PLANS PSI fS> ~ STON[ ~ ENG~ERS • PLANNERS • SURVEYORS ~ 0 '>'q 4'C' PSI -!?if ~~ 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL <.o "' CONSULTING IRVINE. CA 92618 (949) 261-8482 FAX '"' n ANDY TRAN RCE 63670 "' Sign□ture -it SEPTEMBER 30,2013 lt-SENIOR CIVIL ENGINEER N u V I s ~xpi9/t6/Sao:d" '~ DESIGNED: DRAWN: LANDSCAPE ARCHITECTURE ~/: Dote ~~, AND PLANNING ( OF C~I. ~<:S CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED 8/09/12 DETAIL REFERENCE (REFER TO 5PECIFICATICN5) 522, SI-IT26 522, SI-IT2b 522, SI-IT2b 522, SI-IT2b 522, SI-IT2b 522, SI-IT2b 522, SI-IT26 522, SI-IT26 522, SI-IT26 A, SI-IT2b 519, SI-IT2b D, 5HT27 NIA B, SI-IT27 510, SI-IT2b C, SI-IT27 !;,(2)8, SI-IT2b NIA NIA 513, SI-IT2b 517, SI-IT27 NIA NIA !;,(2)(2), SI-IT27 NIA !;,(2)(2), SI-IT27 512)1, SHT27 NIA 500, SI-IT27 NIA !';lb, SI-IT27 517, SI-IT27 NIA NIA 512)8,51(2), SI-IT26 517,A,S, SI-IT27 SHEET OF 1/1 z "' ~ o_ ~ z w ::, l'.; 0 "' o_ " " z z w D 3 w w "' 0 CD " "' , 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 IRRIGATION DETAILS 26 BY DATE RECORD DRAWINGS THE RECORD DRAWINGS HEREIN ARE FURNISHED FOR INFORMATION PURPOSES ONLY AND HAVE BEEN PREPARED BASED ON UNVERIFIED INFORMATION AND/OR COMPLETENESS OF FIELD CONDITIONS. NUVIS CANNOT ASSURE THE ACCURACY OR COMPLETENESS AND, THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE RECORD DRAWINGS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THEM AS A RESULT. THOSE RELYING ON THESE RECORD DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THEIR ACCURACY BEFORE APPLYING THE INFORMATION FOR ANY PURPOSE. 04/15/2013 • ,ll SECTION (D STREAM BUBBLER NOZZLE ON RISER MANUFACTURER AND MODEL A& INDICATED IN LEGEND, OR APPROVED EQUAL Q) PVC &C~EDULE W NIPPLE @ FINI&~ GRADE @ LATERAL LINE FITTING @ PVC TxT '9(2) STREET ELL (2 REQUIRED) NOTE: -POSITION ~EAD PERPENDICULAR TO FINI&~ GRADE I, A":~~~~~ !LYBBLER ... -~ file name.dwg IRVINE RANCH WATER DISTRICT APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICE GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949)453-5300. PLAN CHECK NO. _____ _ ONSITE APPROVAL_· _______ _ DATE: _____ _ STAINLESS STEEL-----<.,. FLIP TOP LID, SHOWN IN OPEN POSITION CONTROLLER----1r1u..~~)1_~ '----DUAL HYDRAULIC PISTONS SUPPORT LI □ OPEN STAINLESS STEEL 16 INCH WIDE TOP-ENTRY CONTROLLER ENCLOSURE NEMA JR RAINPROOF RATED CLUSTER CONTROL ---111- CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H x 16"W x 15.S"D UNIT (CCU) ..------TERMINAL BLOCK FOR COMMUNICATION CABLE POWER SWITCH --------<llF AND RECEPTACLE __...----TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION FLOW SENSOR OUTPUT TRANSMITTER WITH PULSE DECODER AND SENSOR DECODERS AS REQUIRED __,---STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD . REMOVABLEFRONT PANEL NOT SHOWN NOTES: ' 3/4 INCH ROCK 6 INCHES DEEP l -FINISHED GRADE ~'.;_Jl'l-1===1-l--2500 PSI, TYPE V, CONCRETE PAD 19" x 19" x 12" DEEP. SLOPE EDGES TO DRAIN. ~;;;~;;;'-._____3 INCH MIN. PVC CONDUIT FOR CONTROL WIRES TO VALVES ~----11/4 INCH PVC CONDUIT FOR COMMUNICATION CABLE TO OTHER CONTROLLERS ~--------1 INCH MIN. PVC CONDUIT/SWEEP FOR GROUND ROD CABLE ~---------1 INCH PVC CONDUIT/SWEEP FOR TELEPHONE LINE L ~----------1 INCH PVC CONDUIT/SWEEP FOR FLOW SENSOR/MCV WIRES 1 1/4 INCH PVC CONDUIT/SWEEP 5/8 INCH DIA. x 8 FOOT COPPER GROUND ROD FOR ELECTRICAL SERVICE WI #10 GROUND WIRE AND CLAMP IN 10 INCH DIA. ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS STEEL BOLT, NUT, AND WASHER. HEAT BRAND "GR" ONTO LID. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. CONTROLLER, ENCLOSURE, AND ALL OF THE REQUIRED COMPONENTS SHALL BE PART OF A PRE-ASSEMBLED SATELLITE ASSEMBLY. PROVIDE A SEPARATE 5/8 INCH DIAx 8 FOOT COPPER GROUND ROD, WIRE, AND CLAMP INSIDE CABINET FOR ELECTRICAL SERVICE PURSUANT TO THE CALIFORNIA ELECTRICAL CODE. ~mllllllllllll-Wl,W:-lhlplalllllail ......... 6'11pd.lll .... llfJlllltlld_... ...... llal5llillllll .. ■al ... a,..._..hjnlllllllrlh...,lllllt... REVISIONS CITY OF IRVINE CONTROLLER/ CCU, EXTERIOR INSTALLATION Mtl1I L. Clmll 11.C,E, 31'1' Cly Englll...- ~-------!'INtSHED GRADE IN TURF AREAS STANDARD PLAN NO. 513 .. 1111ofl .------Ill INCH DIA. ROUND PIASTICVA:LVE BOX Wl:TH BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER. HEAT BRAND 'QCV' OOTO LID. 1" -i ----.,, I 2" ----FINISHE:D GRADE IN SHAUB AREAS ..._--E:::"'.,';I'_ -----\lll;;F,ii;lli'i',l i:-E--QUICI'( COUPLER VAL1JIE 1= --~..---RECLAIMED. WATER TAG IN l---,....J-'"j,!!=~...J ACCORDAl'fc:EWITH IIWJD STANDARDS BRICK SUPPOl'llS 13 llACH) .BRASS SWING-JOINT Wini 2 !lRAS!l STREET Et.LS, A BRASS l:LL ANO 2 GRASS f'iiPPLES. HORiZONTAL NIF'PI..E SHALL BE 6 lNCH LONG, VERTICAL NIPPLE, LENGTH ,;8 REQUIRED_ SIZE TO MATCH QCV INllIT. ~---P~ MAIN~INE ANO RTTIN(> '---------#4~ 36 INCtl REl'.I/\R'STAKE ~------------LANDSCAPE FABRIC '---------------;J"! INC:H DIA!,IE;ll;R ~. SECTJON VIEW -N.T.S. USE TEFUJN TAPE ON ALL THREADED FITTINGS. Qll!OK. CQllf'l.eR Kl<Y Mi,jST Cl.laAA V/1,~Ve EIOX. (; INCHES OEEP TO BOTTOM OFV.Af.VE • WRAP LANDSC_APE l"ABRIC AROU!ilO S:IDES AND BOTTOM OF BOX TO COVER ALL OPENINGS, QUICK COUPLER VALVE IN BOX 508 .... .--------l"lNISHEO GRA!lE iN 1URl' AREAS ~-----t2 INCH K 17' INCH PLASTIC ,RECTANGULAR VALVE BOX WITH BOLT DOWN COVER USE -STAINLESS STEEL BOLT, NUT, AND WASHER. BOX TO· BE ?LACED AT R:JGHT ANGLE TO · HARD.SCAPE EDt,E, HEAT !IRA!.□ "BCV' AND VAL Via NUMBER,ONliO 1U D, _____ OONffiOL WIRES SIZED PURSUANT TO Pt.AN. COiL 36 ltJCl-t MINIMUM LENGTH: OF WIR_E IN V"!LVE BiOX . .{TYPIGAl) --REMOTE GONffiOL VAL VE !!I 11=11 · VALVE ID TAGS +.-----11----+---'.,_-PVC SCI-I -~ MALE ADAPTER ~-PVC LA TE;RAL LINE '---BRICK SUP~RTS ?VC MAINLINE PIPE ':_:_:_:_:_:_:.,tHH-.-1--..1----1::=:::.. ___ LANDSCAPE FABRIC [ l==l==l=~~~~~~~~----SCH l:!!I PVC NIPPLE L..: LENGTH AS REQUIRED ~------------SCI-ISO PVC TEE. SXSXT, MAINLINE!. X MAINLINE X VALVESl2E ~-------------J/4 INCH c ,AMETERRQC.K, SECTION VIEW-N.T.S, 6 11'CHES DieEP NOTE: INSTALL CONTROL Vl\l:.VES A MINlMUM Oli' TWO FEET APART IN SHRU8 AREAS UNLESS 0.TI-IERWISE NOTED. 11-!STAI.L CHR'IST'f'S l'i400~L #JOOO RECI.A!i\116D WATER I D~TIF1CATION ,l'IAA!J;; Pl.A TE;$ TO THE.LID QF EAC.H RECLAIMEU WATER VALVE BOX. USE TEFLON TAPE ON THREADED FITTIN.OS. WRAP LA_NOSCAPE FABRIC AROUtlO SrDES ANO BOTTOM O.F BOX TO COVER.All OPE'NINGS, ~oll!J:IIIJl!ll~!,ij • !fl! ~.-.,.....~ .... -IJ!!!il ,_""'.,..,._filll!!ll' __ llt_,~Pl!III "'"""IM,lfi!lll!'ll'l!I~ -lill!!jlifl!!lllll;llfl!!!tpt•l!illl'li---- ~ICIMi CITY.OF IR~E ANG LE REMOTE CONTROL VALVtE •ri.L ~-1tH.C.€..rull ..,,_ ... ~----------FIN'ISHEO C.RADE ' STANDARD ~LAM NO,. 510 r------~UBEl~R Olt/UN CAP. 4 INCH Di/Wt'TER. =~Z!lt=====~g.,,;:-..i SECURE WlllfSTAINLESS STEEL liOSE CLAMI'. . ,. . ·-~ . ' ... ' • - .' , > I .,,, -----CONCRETE SIOEWALKAND TREE GRATE QPTIClNAL I~~----BUBBLER HEAO TOP 1 INCH BSLOW FINISHED GRADE t-H------SCH 60 t-llPPLE, LENGTH AS REWIRED -------NATIVE SOIL =:.+-----DRILL THROUGH 4 INCH DRAIN PlF.>E "-------112 INCHI DIAMETER PVC ELL (Sx'l) -----------AMENOe_l) NATIVE SOIL BAflKl'iLL .;i·,,;;_;·. -!-,;__;m,,i;~.;.;;;,1-_t,-------UNM!SNDro NATIVE 601L PAC~FILL REVISIONS ~---------<I INCH DIA.~ 36 INCHES LONG PERFORJl.1'EO P',IC DRAIN PIPE. FlLL WITH 3/4 INCH DIAMETER GRAVEL TO BOTTOM. ~--------------ROOT BALL O F TREE SECTION VIEW -N.T ;s_ --------ROOT iJAU O F TR.EE ,,...-----'BUBBL'~R HEADS AS SffOWN ABOVE PLAN VIEW -N.T ,8. NOTES: l'ROVIOE. BUBBLER OOAN:TITl!'.S M; INDlCATECI ON APPROVED PLANS. U:Slc T,S'LON T Af'I; ON ALL TI-IRl:AOEO FITTINGS. Cl1'YOF IRVINE TREE BUBBLER liltnL~ifl.G.Q.J:1:m ~~ - ,STANDARD PLAN NO. 519 .--------INSTA!.~ SPRINKU;R H!aiW F\.USH WITH - FINJsHED GRADE I~ Tl.lllF AREAS 1--,1----l"OP-UI' SPRINKU"R H!Wl ROTOfl OR.SP~Y TYPE INSTAU. SPRIN.RLER. HEAD 1/2 INCH; jjjl -AllOVE FINISHED-GRADE iltSHRlJB m• j ANO CR.OU.ND COVERS AREAS 1 ll~II W~~ __ _ Q ,-NATIVEOR.AMENDEDSOIL 1 llffi 11rr@i ,,,r--TRIPLE. SWING JOINT, WITH P\/C SCfl 00 NIPPtJiS AND OOH 40 STREET El.LS MALE IRON PIPE THREAD (MIPTl°I NL.Et AND MIPT OUTI..ET. tAY LENGTH TO 'il!'c 6 INCHl;"S MINIMUM, NO MARLEX FITTINGS ,---SCI,. Ml l'VC S..SJCT TEE F,ITTING U<TERl\l • SPRI NKLER INI.ET SIZE '--l.ATERI\L LINE NO'l'E; INSTALL SMINKlER HEADS 2 INCHES ·FROM PAVING EDGE. INSTALL SPRINKILER HEADS PLUMa ADJUST NOZZLE STREAM TO COVER LANDSCAPE AREA WlTiilOUT OV~SPRAY ONTO-PA:VING , FENCES, WALLS OR BUILDINGS. USE i EFLON !/I.PE ON M L 11-IREADED FITTll'IGS. 1111111181' NOTE: PQP .. UP SPRINKLER (6 INCH) llllin:L.CiMIJll~! ..,.._ - '-----INSTALL SPRJNKLER Hi.AO 1/ZINCH ABOVE FINISHED GRADE IN SI-IRUB >\ND G:IWUNO COVERS ARfA-5 ---ffllPLE SWl_l'IG JOINT, \11/FTH P\/C ft~lff~~~i =~~J.il-lift.ET AND I\IIIPT OUTLET. ~y LENGTH TO BE 5 INCHES MINIMUM, SI.ZE PURSUAl'fl TO SPRINKLER INLEt. --SCH 40 PVC Sl!SXT TE E FITTING LATERAIL • SPRINKLER li'ILET'SiZE LA.TERl\iL Ll~E INSTALl,SPRlNKI.ER HEADS 5 INCHES FROM PAV.1i.G EDGE IN GROUND GOVER AR5!\S. INSTALi.SPRiNKLER HEADS 4 INCHES FROM PAV,ltJG EDGE IN TURF AREAS. INSTALL SPFtll-lKt~R HfADS l"lUM6. A[)JUST NOZZLE STiteAM TO C:0\/EFt l.MIDSCAP!'i AREi\ Wtl HOUT OVERSl"RAY ONTO PAVING, FelCla:S. WALLS, OR BU ILCIINOS. USE TEl"LON TAPE ON ALL THREADED FITTINGS. !n'~IW'!P PLAl!NO. 522 qn'QF l~E STANnAAD PLAN :NO, POP-UP SPRINKLER {12 INCH) IMILL i:.illlRC.l:.;t.ttU ... _ 521 1/1 z " ~ o_ ~--------------------,,~----------,-:-11=--,:----~--------------------,-----,'----------~-----------------------------------j s:"' 04-12-2013 AS BUil T PLANS APPROVAL RECOMMENDED: _ VA Consulting, Inc. ~11osCA l'.; NUVIS LANDSCAPE ARCHITECTURE AND PLANNING ENG~ERS • PLANNERS • SURVEYORS ~ STON, 0 "' o_ --.~ ~ CONSULTING 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL ~ c, IRVINE, CA 92618 (949) 261-8482 FAX "' ANDY TRAN RCE 63670 z Sign□ture z EPTEMBER 30.20 SENIOR CIVIL ENGINEER i'i Expiration Date e---+-----+---------------------+----===c::----,::-=--=-----,-----------------------,-----------, ,C DESIGNED: DRAWN: NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: w w f------------j is DATE: SHEET OF '" 8/09/12 ~ ~----------------------------------------~~---------------------~------------------~---------~-~----~--------------------~---~----~--~~-~----------------------~-------~, IRRIGATION DETAILS 27 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 BY DATE RECORD DRAWINGS THE RECORD DRAWINGS HEREIN ARE FURNISHED FOR INFORMATION PURPOSES ONLY AND HAVE BEEN PREPARED BASED ON UNVERIFIED INFORMATION AND/OR COMPLETENESS OF FIELD CONDITIONS. NUVIS CANNOT ASSURE THE ACCURACY OR COMPLETENESS AND, THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE RECORD DRAWINGS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THEM AS A RESULT. THOSE RELYING ON THESE RECORD DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THEIR ACCURACY BEFORE APPLYING THE INFORMATION FOR ANY PURPOSE. 04/15/2013 C + + + + + + + + + + + + + + + + + + + + SECTION REMOTE CONTROL VAL VE ASSEMBLY &CALE: l",l'-12)" ©NUVI& ..ULY '/Z.le'a I lrr-RsmQteCntrlv.iilveZll.dwg .--------ROOT BALL OF TREE ,.---ROOT WATERING SYSTEM& F'ER LEGEND 2 BUBBLER5 MIN. F'ER TREE F'LAN VIEW -N.T .5. ,,---FINl&l-l GRADE 3" + ~~~r;:=~I~-----ROOT WATERING SYSTEM A&&EMBL Y, RAINBIRD RW&-B-C-I412)2 4" DIA. X 36" LENGTl-l ( INCLUDE:& 1412)2 /Zl500F'M BUBBLER W/ RISER, + + + + + + + + + + + + + + + + + + + + Elli 11 I 1=111 Cl-lECK VALVE, GRATE, &WING AS&EMBL YA½" MALE NF'T INLET AND BASKET C Nl&TER) I 1==1 '""'=-------RW& &AND SOCK (RW&-&OCK) l=fl I il111L 1T f 1-1 I 1- 1 IT r ~------------AMMENDED BACKFILL "---F'VC &Cl-l. 412) TEE OR ......_ ___ j!R.,lc LATERAL LINE ~--------------ROOT BALL OF TREE SECTION VIEW • N.T .5. @_T_R_E_E_B_U_BB_L_E_R _____ _ NOT TO &CALE IRVINE RANCH WATER DISTRICT APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICE GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949)453-5300, PLAN CHECK NO. ____ _ ONSITE APPROVAL_· ______ _ DATE: ____ _ NOTES: I. CENTER VALVE BOX OVER REMOTE CONT~L VALVE TO FACILITATE SE~ICING VALVE. 2. SET BOXES 2" ABOVE FINIS!-< G~DE OR MULCI-< COVER IN GROUND- COVER/51-<RU6 AREA AND I" AEIOVE FINIS!-< G~DE IN TURF AREA. 3. SET ~C AND VALVE BOX A55EMEILY IN G~UNDCOVER/Si-<RUEI AREA 1.11-lERE POSSIEILE. INSTALL IN LAU.N ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAU.N. 4. SET BOXES PA~LLEL TO EACI-< OTl-<ER AND PERPENDICULAR TO EDGE. !:>. AVOID 1-<EAVIL Y COMPACTING SOIL AROUND VALVE EIOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. El~ND VALVE EIOX WIT!-< CONT~LLER LETTER AND VALVE NUMEIER USING I 1/2 -2" LETTERING. CD TYF'ICAL I6"X2I" RECTANGULAR VALVE BOX (v TYF'ICAL QUICK COUF'LI 12" VALVE @ TYF'ICAL I'3"X26" OR LA~ER VALVE BOX @ EDGE OF LAUN, WALK, FENCE, !::! 12" 12" 12" □ □ CURB, ETC. -"r""....,i.--------------- F'LAN VIEW A VALVE BOX INSTALLATION &CALE: 1/2", l'-12)" \'C)NJVII SEFTEreER Mlf2l'I I lrr-V.!l lvs6c>>t$1.dwg NOTES: I. BOX TO EIE INSTALLED TO ALLOW FOR PROPER OPE~TION OF EIALL VALVE 2. INSTALL BOX AT RIGl-<T ANGLE TO 1-<ARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX TO ALLOW FOR 1-<ANDLE MOVEMENT. 3. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACl-<IEVE P~PER VALVE INSTALLATION AT MAIN LINE DEPT!-<. 4. FINIS!-< G~DE, I" EIELOW FINIS!-< SURFACE ADJACENT TO TURF AND 2" EIELOW ADJACENT TO NON-TURF AREAS. 0 F'LA&TIC RECTANGULAR VALVE BOX WITl-l BOLT DOUN COVER, USE STAINLESS BOLT, NUT, AND WA&l-lER. BRAND "BY" ONTO LID, ½"-2" 1-llGl-l LETTERING 0 BALL VALVE, REFER TO LEGEND FOR &F'ECIFICATION& @ FINl&l-l GRADE @ F'RE&&URE 5UF'F'L Y LINE, DEF'Tl-l F'ER &F'ECIFICATION& ® F'VC MALE ADAF'TER @ BRAS& UNION G) BRICK 5UF'F'ORT5 (4 TOTAL) @ BRA&& NIF'F'LE @ ¾" WA&l-lED CRU&l-lED GRAVEL, 2 CUBIC FEET @ LANDSCAPE FABRIC TO COVER BOTTOM AND ALL &IDES OF VALVE BOX B BALL VALVE 5CALE: 1/2", 1'-IZ)" SECTION CM.M& 9EPTEMl!Elil 2N9 ltr-6<!IIY<!lve!Z'l.dwg r--:-=:--::---;,, .---=---:--;, • .--.;--:_...,._ .;:":,:--:-'"::,.~'. .,....-. .. ;::-, -;::,t :--::, .,-;;• -=---:--,--:-.,-:--,_ -;-, _-;i_ I---:PAVING NOTE, .BASEMATERJAl. ,,--ttW.!mj.:..1.!jFN--1:IACKFILL MATERIAL - - , -I 71 · Ill=': . I~ SUBGRADE -- ~-----OONTROI. WIRES IN SCH 40 Si..~EVt; '---------PRE~URE; -MAINLINE IN SCH 40 SLEEVE -----------LATE:RAL LINES U>I SCf! 40 Sll.EEVE 1'Ll l'iPifliG 'fO BE iiii.<i'f.O.ll!eO IN ACCORDAl'iltle W-ITTI MANiJFAGTURi':RS' INIS'.fl\U..ATIOl'f SPEC'rFICA. TIONS. ,AU. MAINLINE, LATEAAL !JINES, ANO .CON'IROL WIRES SftAI.L El< SLEEVED BELOW AU. HAf\OSCAPE ELEMEfll'TS Wlffi SCH 40 PVC, 211MES U IE DIAMETER OF THE PIPE OR WIRE BUNCLE wtrHJN, DEPTH OF SLEEVE6, BACKFILL, AND COMPACTION OF TRENCH SHALL BE IN ACCORDANCE wrrH STANDARD !'LAN NO. 22~ :FOR CROSSiNGs OF STREETS .AN0 SHALL BE IN:CACCOR~CE WITH STANDARD PLAN NO .. !!110 FOR CROSSINGS OF' PARKl!m Lors; SIOEWA!cKS, OR O'fH£R ~DSC.,,,PE: icLal.ENTS. HORIZONI/1.L DIM8NSiON BETWEEN SI.E~ES SHALL BE A MINIMUM OF -41NCHES. R&'IIIIONS CITYOF l~E Sl'ANIIARD PLAN MO, N()T,E, _ .. SLEEVE TR:ENCH'ING, r ------LOW VOLTllGE WIRES. 3 MAXIMUM .,..------WlAES PASS '1'11.FroiJGH GROOVl:S IN TIJllE LID TO Al.LOW LIO TO CLOSE 1.=iF=i"l=i~------ClOSE TUBE LID AFTER WI RE. lS INSERTll!D !Nl'O TIJBE 11.-------POL Y lUBE PRE-FiWED WITl1 WATERPROOF G!':L ,-----LOOKTAE!SPREVENTWlREREMOV~! ON.CE CONNECTOR. IS INSERTED IH"------sco11t:HLOK lcl.EC'mlCAL SPRING CONNECTOR, WIRES SH,OJ.t BE P1'&-STRIP~D 01' 112 INCH OF 'fH!l' INSULA,TiON PRIOR TO INSERTION ,INTO TrlE COJllNECflOls-lWIST CONNECTOR ON, 10 WIRJ!!S ro SJ.AT FlRMI.Y, SCOTCHLOK CONNECTOR AND'MRl:'S, INSERTcD [ITTO TUB E UNTIL TI-lE CONNECl OR iPASSESlOCK TA_BS WIR.E CONNECTOR SrlAI.L .llE AJM DBY DfRECT BURY SPl.lCE K:IT. KIT SH~ INCLUDE A SCOTCHLOK Y SPRING :CONNECTOR, A POL YPROPYl.ENE TU6'E, ANO A WATI;;RPROOF SEAUNC.. Ga. n.JBE SHALL BE ,SUPPUEIO l'REFIU£El WITH GE'L SPLIC E l<iT SHALl BE.U SED TO E:LECTRICAU.Y CONNECT 2 • 3 ~14 OR 2612 PRE-STFUPPED COPPcls WIRES. LARGER WIRES OR GREATE.R QUANilTI.ES OF WlR!iS SHAU. REQIRRE .A LARC:.ER A.PPROV!;;D Wl!,iE; CONNEQ"·ION,- WIRE CONNECTOR ~l'f, - 501 516 ,,,,1,,.,.,,d, d,,,,l,,J,,nd,,J ,,,,1,,,, .,,1,, ,,d ,,,,1,,., ,,1 '", DIMENS ION A El . C 11<" TO~ 1/2" IN SIZE 1S" 12' ◄" 3' TO• 6' IN -SIZE 24' X 1' SECTION VIEW-N.T.S. NOTE: All PLASTIC _,IPING SHALL BE S:NAKED WITHIN TRENCH. BUNDLE Wll'UNG AND WRAP WITH TAPE AT TEN FOOT INTERVALS. ALL MAINLINE PIF'ING TO EIE INSTALLED IN ACCOHOANCE WITH MANUFACTURERS' INSTAUATJON SF'6CIFlCATlONS. ffli'YISIONll f'IOTE: CTTYOFl~E PIPE AND WIRE TRENCHING - STANDA!m PLAN NO. 500 ~ ,---------FINISHED GRADE IN, TURF ARl:AS 1· .-------12 1NCH~ l7 INCH PJ.AS'rlCRECTANGULARV~VE BOXWITH BO!. T POW"! CO\l!;;R. \J.SE ST A/IN !.ESS-sn~EI.. !lOL T, N l.liT o AND WASHER. ,so)( TO BE PL.ACEP AT RIGHT ANGLE TO HAAOSCAl'E EDGE, HEAT BRAND "I'll-" or-rro UD . .------SEAL CONDUIT ENOS WITH SPRAY fO.,&;M WlR& CONN fl:C,T\'.)RS PURSIJANT TO STANDARD PLAN NO. 51fl NI---+------i»N vO:Lt AGI'; CONTROL WIRE OOIL, 24 INCHES 1'11NIMUM ~~~~~!.,. "-!==.:'-"'-'-' ---BRICK SUl?l"ORTS At EACH ·cORNE'" ::::-:::::::::.----CONDUIT, IF SPECIFIED '----------LANDSCAPE :FABRIC ------------:,/4 !Nctl 011\MCTER ROCli, 6 INCHESDE.EP SECTION VIEW -N. T-,S·. ,All COfll'TROL WIRE -SPI.ICE.S SHALL. BE lNSTAI.I.ECI INSIDE PUl.l-BOXES. ALL S_PLICES SHAI.L BE MAil!: IN AOCOFIDANCE W1Tli STANDAIRD PLAN NO, 515, l'IIRJ\P LANDSCAPE FABRIC AROUND SIDES AND OOTTOM O:F BOX TI:J COVER AU. OPENINGS. Cl~:hllilaln.,,,inl=..ti • '--------.....i'11'1!!1t.win...,_.-l!IB r/lJrlmlbilll'll llli'■.,._ll!f •ll'liib_..ltl ~,,i;t.. 11111!1C1 lliilll.m REIIISLClltS CITY OF IRYllE CON,TROL WIRE PULL BOX Mn.l.,Caa!IH.I. ~!111 ..,,_ ... STANDARD Pl.ANNO, 517 1/1 z "' ~ o_ =----------------,-"--------~=~------,-----------------~--~~--------,::-::-------------------------------j~ b::, 04-12-2013 AS BUil T PLANS APPROVAL RECOMMENDED: i NUVIS LANDSCAPE ARCHITECTURE AND PLANNING ... CONSULTING VA Consulting, Inc. ENG~ERS • PLANNERS • SURVEYORS 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL IRVINE, CA 92618 (949) 261-8482 FAX Sign□ture EPTEMBER 30,20 Expiration Date ANDY TRAN RCE 63670 SENIOR CIVIL ENGINEER l'.; 0 "' o_ " " z z w D 1---+-----+------------------+-------t--:===-r::-::=-------,----------------------,----------, 3 DESIGNED: DRAWN: NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: w w f-------------j is DATE: SHEET OF '" 8/09/12 ~ f------------------------------------~f--------------------~---------------~--------f---~---~-----------------~--~----~-~~~-------------------~------~, 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 IRRIGATION DETAILS 28 BY DATE RECORD DRAWINGS THE RECORD DRAWINGS HEREIN ARE FURNISHED FOR INFORMATION PURPOSES ONLY AND HAVE BEEN PREPARED BASED ON UNVERIFIED INFORMATION AND/OR COMPLETENESS OF FIELD CONDITIONS. NUVIS CANNOT ASSURE THE ACCURACY OR COMPLETENESS AND, THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE RECORD DRAWINGS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THEM AS A RESULT. THOSE RELYING ON THESE RECORD DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THEIR ACCURACY BEFORE APPLYING THE INFORMATION FOR ANY PURPOSE. 04/15/2013 IRVINE RANCH WATER DISTRICT APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICE GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949)453-5300. PLAN CHECK NO. _____ _ ONSITE APPROVAL_· _______ _ DATE: _____ _ -NUVIS LANDSCAPE ARCHITECTURE AND PLANNING 'l. /j VA Consulting, Inc. y£D. e===EN=G=M:=ERS==· P=IAN=NERS==•=SUR=VEY=O=R=S===i -'.i.. 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL CONSULTING IRVINE, CA 92618 (949) 261-8482 FAX IRVINE RANCH WATER DISTRfCT Recycled and Potable Water Notes The following special on-site recycled water nores are to be shown on all on-site. rec ye led water system construction plans: A. 8. C. D. E. f. G. H. !. J. K. The installation of the irrigation water system shall confonn to the regulations for the construction of irrigation water systems within the Irvine Ranch Water District (IRWD) and the acconlj)811ying plans and specifications. • All on-site recycled and potable water piping installed on Ibis project shall be identified in accordance with IRWD's regulations and the irrigation specifications. Recycled water piping shall be purple PVC manufactured for recycled (reclaimed) water systems. Marking on the pwple PVC shall include the following: caution Recycled (or Reclaimed) Water; nominal pipe si>IO; PVC-1120; pressure rating in pounds per square inch at 73 degrees; ASTM designations such as 1185, 2241, 2672, 3139. Printing shall be placed continuously on two sides of the pipe. All recycled water sprinkler boJI covers and contrQl valve,,, isolation valves, quick couplers and all appurtenances shall be tagged wilh identification tags. I. Tags shall be weatherproof plastic, 3'x 4" purple in color with the words" Warning Recycled (or Reclaimed) Water-Do Not Drink" imprinted on one side, and "A visa Aqua lmpura-No Tomar" on the other side. Imprinting shall be permanent and black in color. Use tags Manufactured by T.Christy Enterprises or approved equal. 2. One tag shall be attached to each appurtenance as follows: Identification shall be affured to each irrigation valve lid cover and valve as follows: a. Identify valve cover with label or branded hot s1amp that reads "Recycled (or Reclaimed) Water Do Not Drink" or use purple cover with same identification. b. Attach tag to control valve stem directly or with plastic tie-wrap .... , .. or c. Attach tag to control valve solenoid wire directly or with plastic tie-wrap d. AttAcb to body of the relative appurtenance with a plastic tie-wrap Warning tape shall be used on all constant pressure main line piping carrying potable water. Warning tape shall be a minimwn of 3 inches wide and shall run continuously for the entire length of aU constant pressure main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. Warning tape for tbe constant pressure potable water piping shall be blue in color with the words "Caution Buried Waterline Below" imprinted in minimum I inch high letters black in color. Imprinting shall be continuous and permanent. IR WD shall be notified two days prior to the start of inigation construction at (949) 453-5300, (request on-site reclaimed inspection) and each work day thereafter until completion of project. All presswe main line piping fi:om the recycled water system shall be installed to maintain IO feet minimum horimnllll separation from all potable water piping. Where recycled and potable water pressure main line piping cross, the recycled water piping shall be installed below tho potable water piping in a class 200 purple PVC sleeve which 01(\ends a minimum of 5 feet on either side of the potable water piping. Provide a minimum vertical clearatjce of 6 inches. Coovcntional . (while) PVC pipe may be used for sleeving material ifil is taped with 3 inch wide purple warrung tape which reads" Caution Recycled (or Reclaimed) Water" The irrigation system must be designed to operate between the hows of 9:00 pm and 6:00am unless otherwise directed by the district engineer. L. All new common areas where recycled water is used and that are accessible to the general public shall be posted with conspicuous signs that include the following wording in a siz,, no less than 4 inches high by 8 inches wide: "RECYCLED WATER -DO NOT DRINK" or''RECLA0:4ED WATER-DO NOT DRINK". l'.ach sign must also display an ioternational symbol conveying the same warning. M. N. 0. P. Adjust spray heads to eliminate ovenpray onto areas not under tbe control of the customer. for example, pool decks, private patios, streets and sidewalks. Contact tbe IRWD on-site.reclaimed inspection office at (949) 453-5300 and arrange a walk tlvougb of the system, which will include an irrigation system coverage test aad cross connedion test. Failure to comply with any or all of the above guidelines wlll place the system in violati~ of IR WD Rules and Regulations, and will result in tennination of service until the appropriate corrective measureo have been taken. Warning tape on recycled waler constant pressure main line piping is only ~llowed on•. project- by-project basis to be determined by the district inspector. If your project IS app:oved, II must follow these inslallation specifications : I. Warning tape shall be used on all constant pressure mains. . . 2. Warning tape shall be a minimum of3-inches wide and shall run continuously fur the enbre length of all constant pressure main line piping. The tape shall be attached to the top of the pipe wilh plastic tape banded arouruj the warning tape and the pipe every five feet on c~nter. 3. Warning tape fur the constant pressure recycled water piping shall.~ purple in ~olor with th, Words "Caution-Recycled (or Reclaimed) Water" imprinted a mmnnum of 1-mch high an, black in color. Imprinting shall be continuous and pennanent 04-12-2013 AS BUil T PLANS Irvine Ranch Water District GUIDELINES FOR RECLAIMED WATER USE The following guidelines bave been established by Irvine Ranch Water District in conjunction with the Orange County Health Department and the Santa Ana Regional Water Quality Control Board. They are to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must: I. Irrigation between the hours of9:00 pm and 6:00 am only' Watering outside this time frame must be done manually with qualified supervisory personnel onsite. No system shall at any time be left unattended during use outside the normal schedule. 2. Irrigate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks, (i.e,, employing the repeat function to break up the total irrigation time into cycles that will promote maximwn soil absorption). 3. Adjust spray heads to eliminate overspray onto areas not under the control of the customer. For example, pool decks, private patios, streets, and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and modifications to any onsite facilities. Such changes must be submitted to, and approved by, the District Engineering office and designed in accordance with District standards. Failure to comply with any or all of the above guidelines puts your system in violation to the District's Rules and Regulations, and will result in termination of service until the appropriate corrective steps have been taken. Irvine Ranch Water District feels that the benefits to be derived from the successful application of reclaimed water merit the operating requirements that have been established. If you have any questions, or if we can be of any assistance, please do not hesitate to call our Irrigation Water Group at (714) 453-5300. Thank you. 3/15/95 F:lmmp\word\lrr\rw-guide All Proper Signage, ,u .dwwn below, 11111.\'t he in pfoce prior to i.\'.\'uance of a .Jumper or Meter for Your System. Failure to install the required signs per JRJ,VL> Stamlards 'Will delay your mL'ler .\'et, or reque.vt ftJr " jumper. If a ,\}".\'tem b; ftmntl to he operating on a jumper or meter without the proper sign.5 being installed, J'OU will be given 48 lwur.. notice to insttdl prtJper .dgn.\' befi.Jre IR WD will l.ock l-iff exi\·ting jumper.-. or metel"fl. TRU,7) Hill not he re.,;,pomdhl.e for any .mh,,;,equent l.and.<iocape maJ.erial that may ttither anti tlie c,s a re.mlt ofa,iumper or ureter being locked of.I~ RECYCT .ED \V j, TER DO NOT DRI\fK f,4-----1:-.SIA.LL WllH 3/~" STAJNLESS STEEL BOLTS AT A:\I:N11RJJ\'I RIO:QUIH:n SICJ\ACI( l'C>H. Rl£CY<.:u:u WAT.El{ LIS!: AREAS r\1.1. l .liil: .•\ l~I :.\S .\CCI 'SSI 111.1: 'I'(:, lHhPLIBLlC SH.ALL BE .POSihll WlIH SIG:-l"S (:\fil,,lMUJ'v[ 2 PER :METER) TUAI ARE \•lSIBLE TO TIIE PUBLIC m i\ ST7.f, NO T.ESS TTL'\'\f 41.\JCHhS HlG_-:1. BY ~ lNCHES \VlllE ® - OF T\YO LOCATIO:-JS -LENGTH AS REQURED. USE l "DIAJvIETER \VASHER TO PROTECT SIGK l-1!'4 .. (i,\I.V,\~1/,lil:• iiTl'I :1, I_. -CH.Al'-NEL. OR J::OX POST 11 Ill Ill Ill 111 A' J!l11rlll =III 111- CONCKEIE Ill 111 111 111-111 111-111 111- ---,,.-~~--"--1·1~11 Ill i I 111 =111-111 ~ 111-.1 111 , .. o~CYCLED WATER WARNING SIGN t'OH. 1\111\L\lll_\-l WORIJlNG R.EQLIJ.Rlill O_\l SJC_\lAGK liEt'KH.L\lC.t THE OK-SITE NOTES LETTER "L". APPROVAL RECOMMENDED: ANDY TRAN RCE 63670 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: 8/09/12 SHEET ~ <: e-e- " rn co 1/1 " 0 0 1/1 z <: ~ o_ e-z w ::, w > 0 "' o_ " " z z w 0 3 w w "' 0 OF rn :, <: , 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 PLANTING PLAN 29 JAMBOREE ROAD CE N T E R P O I N T E MA C A R T H U R B L V D BY DATE RECORD DRAWINGS THE RECORD DRAWINGS HEREIN ARE FURNISHED FOR INFORMATION PURPOSES ONLY AND HAVE BEEN PREPARED BASED ON UNVERIFIED INFORMATION AND/OR COMPLETENESS OF FIELD CONDITIONS. NUVIS CANNOT ASSURE THE ACCURACY OR COMPLETENESS AND, THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE RECORD DRAWINGS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THEM AS A RESULT. THOSE RELYING ON THESE RECORD DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THEIR ACCURACY BEFORE APPLYING THE INFORMATION FOR ANY PURPOSE. 04/15/2013/ --------,---.. 7 T-3 ~-DENOTES 12' LONC:i ROOT BARRIER. REFER TO PLANTING PLAN NOTES, 51-lEET 3r2) SITE DISTANCE TRIANc.LE ·----__ J I : --m : --> : + < m>· <> -: r-) < n . : > . ;-1-+ > ; > r >~;;: ~1 ~ 11 11~1~1 11 11 11 11 I I u u uu B 11 LJ 11 LJ 11 LJ 11 LJ 11 11 LJ LJ 11 LJ 11 LJ DENOTES SODDED TURF. REFER TO PLANT LIST BELOW G-----G-----G-----G-----G----------G---- ----n ----, -II . I 11 11 11 11 LJ LJ LJ u u LJ LJ LJ u LJ LJ 11 LJ LJ 11 u 11 LJ LJ LJ PLANT LIST G--S-YMBOt -- --BO"FANIC-Al;-NAME-- - -G-- - - -G---COMMON-NAME-G-- - - -G-- - - -G- 11 I I I I w S"W-- - --S"W-- - --S"W-- - --S"W-- - / / UVI S LANDSCAPE ARCHITECTURE AND PLANNING ~ '''''''' '''''''' '' '' '" '" 5-7 ACACIA REDOLENS 'LOW BOY' 5-8 TULBAc.1-llA VIOLACEA 'VARIEGATA' 5-':l VITEX TRIFOLIA 'PURPUREA' 5-lr2) TRACl-lELOSPERMUM JASMINOIDES 5-11 LIGUSTRUM JAPONICUM 5-12 1-lEMEROCALLIS 1-lYBRID (YELLOW) 5-13 CARISSA MACROCARPA 'GREEN CARPET' 5-14 BOUC.AINVILLEA 1-lYBRID 'OO1-l LA LA' 5-1!::> SALVIA GREGGII 'RED' 5-16 ATRIPLEX LENTIFORMIS PROSTRATE ACACIA SOCIETY GARLIC ARABIAN LILAC ST AR JASMINE JAPANESE PRIVET DAYLILY NATAL PLUM DWARF BOUC.AINVILLEA, MAGENTA RED AUTUMN SAGE QUAIL BUSl-l 20' 0 GRAPHIC SCALE 20' SCALE: I" = 20' 60' D SODDED FESTUCA 1-lYBRID 'MARATl-lON 11' DWARF TALL FESCUE ~ =---------------,::-::-------~-~------,-----------------~--~---------,::-::-------------------------------j~ VA Consulting, Inc. ~1\DSCA I ~ STOM 11 ENG~ERS • PLANNERS • SURVEYORS ... ':l!E>n012 51-lFa.lB ADDED TO PLANT LIST 04-12-2013 AS BUil T PLANS APPROVAL RECOMMENDED: z w ::, l'.; 0 "' Q_ " 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL IRVINE, CA 92618 (949) 261-8482 FAX Sign□ture CONSULTING ANDY TRAN RCE 63670 ~ z EPTEMBER 30,20 Expiration Date SENIOR CIVIL ENGINEER i'i 1---+-----+------------------+-------t--:===-r::-::=-------,----------------------,----------, 3 DESIGNED: DRAWN: NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: TM TM LR w w f-------------j is DATE: SHEET OF '" 8/09/12 ~ f--------------------------------------------------------~---------------~--------f---~---~-----------------~--~----~-~~~-------------------~------~, 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 PLANTING PLAN 30 JAMBOREE ROAD MAC A R T H U R B L V D JAMBOREE ROAD N B R I S T O L S T R E E T BY DATE RECORD DRAWINGS THE RECORD DRAWINGS HEREIN ARE FURNISHED FOR INFORMATION PURPOSES ONLY AND HAVE BEEN PREPARED BASED ON UNVERIFIED INFORMATION AND/OR COMPLETENESS OF FIELD CONDITIONS. NUVIS CANNOT ASSURE THE ACCURACY OR COMPLETENESS AND, THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE RECORD DRAWINGS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THEM AS A RESULT. THOSE RELYING ON THESE RECORD DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THEIR ACCURACY BEFORE APPLYING THE INFORMATION FOR ANY PURPOSE. 04/15/2013 I I ~I (.!) -c:c: ~ 0 ...J w Ill w z -...J I 0 1- <C ~ I I I I I I ;;/ I I CONTRACTOFi! 51-lALL FFi!OVIDE 14, FIVE (&) C.ALLON ~--l-------'---'-------151-!Fi!l.165 FOFi! II& SF. OF IMPACTED EXISTINC:s LANDSCAPED AFi!EA AS 51-lOUJN I-IEREON CONTRACTOFi! 51-lALL FFi!OVIDE IE>, FIVE (&) C.ALLON ,....._-"-_.SI-IFi!l.165 FOR 130 SF. OF IMPACTED EXISTINC:s LANDSCAPED AFi!EA AS 51-lOUJN 1-lEFi!EON I ,----· --· --------------~------~~~~ --~ =--=--1 '---CONTFi!ACTOFi! 51-lALL FFi!OVIDE 720 SF. OF 2" TI-IICK LAYEi-! OF MULCI-I > ~ - I I I I I ~ I I I I r I CONTRACTOR 51-lALL PROVIDE 12, FIVE (5) C.ALLON,,__'---'_ 51-lFi!UBS FOFi! 100 SF. OF IMPACTED EXISTINC. LANDSCAPED AREA AS 51-lOWN I-IEREON W I 51-lFi!UBS FOFi! 100 SF. OF IMPACTED EXISTINC. z : LANDSCAPED AREA AS 51-lOUN I-IEREON ----f -G-,----G-----G-----G----- \ EXISTINC:s R.O.W. \ \ ...J to.I ~ G-----G-----G------G-----1 G-----G-----G-----G--- 1 ■ I ~ VA Consulting, Inc. NUVIS LANDSCAPE ARCHITECTURE AND PLANNING ... CONSULTING ENG~ERS • PLANNERS • SURVEYORS 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL IRVINE, CA 92618 (949) 261-8482 FAX I- LL w ...J w > 0 Ill <C w w en w z -...J I 0 1- <C ~ NOTE: EXl5TINC:i FLANTINC:s ~ IRRIC.ATION 51-lALL BE MODIFIED TO ACCOMMODATE CONSTFi!UCTION DEVELOPMENT FOR AFFFi!OX. 1,04& SF. EXISTINC:i I-IEADS 51-lALL BE Fi!ELOCATED AS NECE55AFi!Y, Fi!EVIEWED AND AFFFi!OVED BY ENC:slNEEFi! DENOTES EXISTINC:s 51-lRUB AFi!EA TO Fi!EMAIN AND BE FFi!OTECTED '---UNLESS OTI-IEFi!Wl5E NOTED, EXl5TINC:s FLANT MATEFi!IAL BEYOND RO.W. 51-lALL Fi!EMAIN AND BE PROTECTED IN FLACE I. Fi!EFEFi! TO 51-lEET 31 FOFi! COMPLETE FLANT LIST, FLANTINC. NOTES, FLANT SIZE AND DETAILS. Sign□ture EPTEMBER 30,20 xpir□tion Date ft,,, 04-12-2013 NO. DATE PLANTING ADDED AS BUil T PLANS DESCRIPTION OF REVISIONS 0 h h 6. .t, t,. 6. t:. 6 t,. t:. 6 t,. ,:,. I:,. e,.,:,. 6. e. p@ ---1-----1----- -G--- T-3 BUTIA CAFITATA SHRUBS 5-1 ALOE Fi!UDIKOFFE 'LITTLE C.EM' 5-2 CALLISTEMON 'LITTLE JOI-IN' 5-3 I-IEMEFi!OCALLl5 I-IYBFi!ID5 '&UNTWIST' 5-4 LIC.U5TFi!UM 'TEXANUM' 5-& FITTOSFOFi!UM TOBIFi!A 'VAFi!IEC.ATA' 5-6 RI-IAFI-IIOLEFIS INDICA 'BALLERINA' 5-7 ACACIA Fi!EDOLEN5 'LOW BOY' 5-8 TULBAC.I-IIA VIOLACEA 'VARIEC.ATA' 5-':I VITEX TRIFOLIA 'FURFUREA' 5-10 TRACI-IEL05FEFi!MUM JA5MINOIDE5 5-11 LIC.U5TFi!UM JAFONICUM 5-12 I-IEMEROCALLIS I-IYBRID (YELLOW) I+:+:+ :1 5-13 CARISSA MACFi!OCARFA 'C.Fi!EEN CARPET' 5-14 BOUC.AINVILLEA I-IYBRID '001-1 LA LA' 5-1& SAL VIA C.REC.C.11 'RED' 5-16 ATRIFLEX LENTIFOFi!MIS GRAPHIC SCALE 20' SCALE: I" = 20' SODDED FESTUCA I-IYBRID 'MARATI-ION II' 60' APPROVAL RECOMMENDED: ANDY TRAN RCE 63670 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: TM LR APPROVED CHECKED: DATE: TM 8/09/12 MEXICAN SYCAMORE ELDARICA FINE FINDO FALM LITTLE C.EM ALOE DWAFi!F CALLISTEMON DAYLILY TEXAS PRIVET VARIEGATED MOCK ORANC:sE INDIAN I-IAWTI-IORN FFi!OSTRATE ACACIA SOCIETY C.ARLIC ARABIAN LILAC STAR JASMINE JAPANESE PRIVET DAYLILY NATAL FLUM DWARF BOUC:,AINVILLEA, MAc.ENTA RED AUTUMN SAC.E QUAIL BUSI-I DWARF TALL FE5CUE SHEET OF ~ -< c-c- " rn co 1/1 " 0 0 1/1 z -< ~ o_ c-z w ::, w > 0 "' o_ " " z z w 0 3 w w "' 0 rn :, -< , 31 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5998-S JAMBOREE ROAD WIDENING PROJECT NEWPORT BEACH CONTRACT # C-4071 CITY OF IRVINE PLAN CHECK #502878-EMC CITY OF IRVINE PERMIT #503831-MCE IRWD CODE #5452 PLANT LIST, NOTES, & DETAILS 31 BY DATE RECORD DRAWINGS THE RECORD DRAWINGS HEREIN ARE FURNISHED FOR INFORMATION PURPOSES ONLY AND HAVE BEEN PREPARED BASED ON UNVERIFIED INFORMATION AND/OR COMPLETENESS OF FIELD CONDITIONS. NUVIS CANNOT ASSURE THE ACCURACY OR COMPLETENESS AND, THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THESE RECORD DRAWINGS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THEM AS A RESULT. THOSE RELYING ON THESE RECORD DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THEIR ACCURACY BEFORE APPLYING THE INFORMATION FOR ANY PURPOSE. 04/15/2013 1/4" BOLTS/NUTS THE "MEGA STAKE" SlRAP-SAR, HEIGHT HEIGHT AS REQUIRED ............__ TREE TRUNK SlRAP-SAR. HEIGHT AS REQUIRED SEE SPEC. THE "MEGA STAKE" SYSTEM. INSTALLATION PER SPEC. ~ PROVIDE TREE TRUNK GUARD (ARBORGARD OR EQUIV.) DIMENSIONS OF THE ORIGINAL CONTAINER 'Z' ~YER MULCH. HOLD AWAY FROM TRUNK GRASS CURB AND GUTTER TAB AND ANTI-ROTATION PIN. INST.ALL TAB 2"-4" BELOW GRADE ------1 NTI-ROTATIONAL FIN B~~~hij~f3' -~-fl!!!m DETAIL 'A-A" .APPROVED STREET TREE 24" BOX MIN, TI-IIN CANOPY TO REDUCE WIND REBISTANCE, AS NEEDED REMOVE NURSERY STAKE IF ANY. ORIENT THE TREE WITH SECTION OF TRUNK SHADED BY NURSERY STAKE TO THE NORTH. IMMEDIATELY PRIOR TO BACKFILL H.~OVE TH.EE FH.OM CONTAINEH. CAREFULLY PLACE IT INTO PLANTING PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR OTHERVv'ISE DISTIJRB ROOTBALL. NATIVE BACKFILL SOIL EXCAVATE A "SOIL FLARE" ADJACENT TO AND LOWER THAN THE ELEVATION OF lHE CONTAINER. FINISHED GRADE/SIDEWALK FERTILIZER TABLETS, SEE SPECS. FOR QUANTITY ~ UNDISTURBED SOIL ROOT BARRIER, USE "CENTURY' ROOT BARRIER CP 18-2 MOUND NATIVE SOIL BENEATH TREE, ASSURE THE ROOTBIII...L 2'' ABOVE FINISHED GROUND. ' I II • I 2X CONTAINER WIDTH MIN. I 1. Trees must be of quality nursery stock, free from pests, disease and structural defect. 2. Complete backflll of pit with native soil, tamping In soll with feet or shovel hande to Insure there are no air pockets. 3. Fill water basin and let seep twice. If drainage is concern, the peremiter of the pit can be dug deeper to divert excess water away from the root ball. 4. center tree t>etween the sidewalk and curb 5. Space trees 35' min. to 50' max. 6. Plant 50' min. from BCR on the approach to an intersection and 15' from the ECR on the exit side. 7. Plant 10' min. from edge of drive approach. 8. Provide 1 O' clearance from utility and sewer lines. 9. Plant 20' min. from street light and power poles. 10. Where there is no side walk, plant tree in the center of park.way. 11. Plant tree 3' from curb. NOTE: For list of designated trees for spesific streets please call Urban Forester (949}644-3083 NOTES: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 24 INCH BOX TREE PLANTING DETAIL ~PPHOVKD: RCE NO. 36106 Orarm b . M. WAGNE"R DRAWING NO, STD-118-L-A STRAP-BAR. HEIGHT AS REQUIRED SEE SPEC, THE 'MEGA STAKE" SYSTEM. INSTALLATION PER SPEC. PROVIDE TREE TRUNK GUARD (ARBORGARD OR EQUIV.) DIMENSIONS OF lHE ORIGINAL CONTAINER 2" LAYER MULCH. HOLD AWAY FROM TRUNK 40" MIN. DIAMETER BERM CAPABLE OF HOLDING 20 GAL. WATER GRA.SS CURB AND GUTTER TAB AND ANTI-ROTATION PIN. INSTALL TAB :2"-4" BELOW GRADE -----<fl ANTI-ROTATIONAL FIN AN STALL STAKE 3' APPROVED STREET TREE 24"BOX MIN lHIN CANOPY TO REDUCE WIND RESISTANCE. AS NEEDED REMOVE NURSERY STAKE IF ANY, ORIENT THE TREE WITH SECTION OF TRUNK SHADED BY NURSERY STAKE TO THE NORTH. IMMEDIATELY PRIOR TO BACKFILL REMOVE TREE FROM CONTAINER CAREFULLY PL.ACE IT INTO PLANTING PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR OTHERWISE DISTURB ROOTBALL. NATIVE BACKFILL SOIL EXCAVATE A "SOIL FLARE" ADJACENT TO AND LOWER THAN THE ELEVATION OF TI-IE COt-JTAINER. FINISHED GRADE/SIDEWALK FERTILIZER TABLETS, SEE SPECS. FOR QUANTllY ~ UNDISTURBED SOIL ROOT BARRIER, USE "CENTURY'" ROOT BARRIER CP 18-2 MOUND NATIVE SOIL BENEATH ~'Te'!rrl lle!-Tf 11-11 TREE, ASSURE THE ROOTBALL "'Ti--::III::---1--;;-2" ABOVE FINISHED GROUND BELOW GRADE --ff,llj~ I 2X CONTAINER WIDTI-I MIN. I 1. Trees must be of quality nurseiy stock, free from pests, disease and structural defect. 2. Complete backfill of pit with native soil, tamping in soil with feel or shovel handle to insure lhere are no air pockets. 3. FIii water basin and let seep twice. If drainage Is concern, the peremlter of the pit can be dug deeper to divert excess water away from the root ball. 4. Center tree between the :sidewalk and curb 5. Space treas 35' min. to 50' max. 6. Planl 50' min. from BCR on the approach 1o an intersec;lion and 15' from the ECR on the exit side. 7. Planl 10' min. from edge of drive approach. 8. Provide 10' clearance from utility and sewer lines. 9. Planl 20' min. from street light and power poles. 10. Where there is no side walk, plant tree in the center of parkway. 11. Plant tree 3' from curb. NOTE: For list of designated trees for spesific streets and list of drought tolerant treets please call Urban Forester 949)6 4-3083 NOTES: 36 INCH BOX TREE PLANTING DETAIL Al'l'KUVKD: RCEN0.3'106 Dnnm b DRAWING NO. I. CROUN OF ROOTBALL TO BE I" A60VE FINISI-I GRADE. !tTll llriaJl"'!IIII lid STD-118-L-B NOTES: I. CRO\LN OF ROOT6ALL TO 6E 1/2"-I" ABOVE FINISf-1 C:.RADE. 2. FOR ADDITIONAL INFORMATION REFER TO F'LANTINC:s NOTES a SPECIFICATIONS. CD A Sf-lALLOW BASIN 2" DEEP Sf-lALL 6E FORMED AROUND ROOT6ALL BELOW FINISf-1 C:.RADE F INISf-1 C:.RADE BACKFILL IN ACCORDANCE W/ PROJECT Ac:.RICUL TURAL SUITABILITY SOILS REPORT © ROOT6ALL A SHRUB PLANTING SCALE:NOT TO SCALE C)JIIJVI! CECEl"EER WIIM / plleh"0I.ci11J'9 NOTES: I. CF<OUN OF ~TBALL TO BE 1/2"-l" A60VE FINISI-I C:d~ADE. 2. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. CD 0 35 @ EDC:.E OF SLOPE BEYOND A Sf-lALLOW BASIN 2" DEEP Sf-lALL 6E FORMED AROUND ROOT6ALL BELOW FINISI-I C:.RADE ON DOUNWARD SIDE FINIS.-4 C:sRADE BACKFILL IN ACCORDANCE WITf-1 PROJECT Ac:.RICUL TURAL SUIT A6IL ITY SOILS REPORT ROOT BALL 2• DIA. OF l'IOOTeAI.L B SLOPE PLANTING-SHRUBS 5CALE:NOT TO SCALE C)fll.lVl6 A~L »es, I I. ALL PLANTS Sf-lALL 6E PLANTED AT EQUAL SF'ACINC:. (TRIANC:.ULARJ UNLESS OTf-lERUJISE INDICATED ON PLANS. 2. PALMS INSTALLED WITI-IIN TURF AREAS SI-IALL BE INSTALLED WITI-I 'AR60R-C.ARD' OR APPROVED EQUAL AT BASE OF TRUNK. 2. AS AF'F'ROF'RIATE, CENTERLINE OF PLANTS Sf-lALL 6E 1/2 OF EQUAL SF'ACINC:s MINIMUM FROM EDC:.E OF F'LANTINC:s AREA. 3. Dfi<ENCI-I ~TBALL WITI-I AFi<BOFi<IST AFFFi<OVED FUNC:slCIDE FFi<IOFi< TO TRANSPLANTING. 4. INSTALL LUTZ FALM SFIKES FEFi< MANUFACTUFi<EFi<'S Fi<ECOMMENDATIONS 3. INFILL PLANTS AS REQUIRED TO MAINTAIN SF'ACINC:. AT IRREC:.ULAR EDC:.ES. !:>. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. CD FOUR (4) -4" DIAMETER F'VC WITf-1 REMOVABLE 4. FOR ADDITIONAL INFORMATION REFER TO F'LANTINC:s NOTES a SPECIFICATIONS. PVC CAF'. EQUAL SF'ACINC:s AROUND TRUNK. 0 CD 0 C TYPICAL PLANT 5PACINC:s VARIES -5EE PLANT LEC:sEND AND/OR PLANS EDC:sE OF PLANTINC:s AREA 0 ROOT BALL /;'\ A SI-IALLOW BASIN 4" DEEP SI-IALL 6E ~ FORMED AROUND BALL BELOW FINISf-1 C:.RADE. TREES PLANTED IN TURF AREAS SI-IALL NOT I-IAVE BASINS. FINISI-I C:.RADE 101Z>% RIVER SAND ':I!:>% COMPACTED SAND 12" AU6ER TI-IROU61-1 CALICI-IE OR f-lARD F'AN @ CALICI-IE OR I-IARD F'AN @ TO 6E TIED WITI-I ORC,ANIC LINE PRIOR TO SI-IIF'F'INC:s @ JOIN TUX, VERTICAL AERATION F'IF'ES ACROSS BOTTOM OF F'LANTINC:s f-lOLE. ONE PAIR EACf-1 NEAR OPPOSITE SIDES OF F'LANTINC:s I-IOLE. VENTILATED F'IF'E I" ABOVE MULCI-I ® RU66ER DRAIN CAF' MISSION RU66ER CO. NO. ,Z,7,Z,4-,Z,l!i>, OR APPROVED EGlUAL @ 4" DIA. PERFORATED PVC F'IF'E ALONC:sSIDE ROOT6ALL, NOT UNDER -WRAF' WITf-1 FILTER FABRIC OR FILL WITI-I 3/4" C:.RAVEL F~D TIE DETAIL SECTION PALM TREE PLANTING FLAN VIEW PIPING ENLA,-r,EMENT GROUND COVER SHRUB SPACING D SCALE:NOT TO SCALE (OMUvl& A~L 1H!I I pllplm1Zll.d11Jg SCALE: NOT TO SCALE 10 tlMS o,ce,....R '""" 'pltg,cOl.d,g PLANTING PLAN NOTES CONTRACTOR Sf-lALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNl5f-l AND INSTALL PLANT MATERIAL A5 5f-lOU.N ON Tf-lE DRAWINC:,S AND AS DESCRIBED IN Tf-lE SPECIFICATIONS. UNLE55 DE5IC:sNATED ON Tl-IE DRAWINC:s5 OTI-IERWl5E, STRUCTURAL IMFROYEMENT5 AND I-IARD5CAPE 51-!ALL SE INSTALLED PRIOR TO FLANTINC:s OPERATIONS. ALL WORK ON Tl-IE IRRIC:sATION 5Y5TEM, INCLUDINC:s f-lYDR05TATIC, COVERAc.E, AND OPERATIONAL TE5T5 AND Tf-lE SACKFILLINC:s AND COMPACTION OF TRENCf-lE5 5f-lALL SE FERFORJ'1ED PRIOR TO FLANTINC:, OPERATION&. PLANT LIST ON Tl-IE DRAWINC:,S SI-IALL SE USED AS A C:sUIDE ONLY. CONTRACTOR SI-IALL TAKEOFF AND VERIFY 5IZE5 AND QUANTITIES SY FLAN CI-IECK.. REFER TO 5FECIFICATION5 FOR SOIL AMENDMENTS. SAMPLES OF FERTILIZERS, O~ANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SI-IALL SE 5USMITTED PRIOR TO INCORPORATION. CONTRACTOR 51-!ALL FURNl51-1 TO T..lE ENC:slNEER A CERTIFICATE OF COMPLIANCE FOR 5UCI-I FURNI5f-lED MATERIALS. LOCATION& OF PLANT MATERIAL 5f-lALL SE REVIEWED ON SITE SY Tf-lE ENC:slNEER PRIOR TO INSTALLATION. TREES 5f-lALL 6E PLANTED NO CLOSER Tf-lAN TEN FEET (10') FROM UTILITIES. TREES 5f-lALL SE LOCATED PER CITY OF IRVINE STANDARDS. TREES PLANTED WITf-llN FIVE FEET(!:,') OF f-lARD5CAPE OR 5TRUCTURE5 5f-lALL SE INSTALLED WITf-1 A ROOT BARRIER A5 APPROVED SY Tl-IE ENC:slNEER ROOT BARRIER 5f-lALL SE DEEP ROOT • US 18-2 BARRIER AVAILABLE FROM 6I51-!0P COMPANY, 8€)0-421-4833, OR AN APPROVED EQUAL. IF, DURINC:s PLANTINC:s OPERATION& TI-IERE 5EEM5 TO SE MINIMAL OR NO PERCOLATION IN FLANTINC:s FITS, CONTRACTOR 51-!ALL CEASE F'LANTINC:s OPERATION& AND IMMEDIATELY NOTIFY Tf-lE ENC:slNEER TO DI5CU55 ALTERNATIVE TO MAINTAININC:s POSITIVE ROOTSALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 2" LAYER OF MULCI-I, A5 AF'F'LICASLE, IN ALL 51-!RUS AND C:sROUNDCOVER AREAS. CONTRACTOR TO 5USMIT 5AMPLE5 FOR APPROVAL PRIOR TO INSTALLATION. REFER TO FLAN LIST ABOVE. REFER TO 5PECIFICATION5 FOR ALL CITY OF NEWPORT SEACf-1 STANDARD PLANTINC:s DETAILS VA Consulting, Inc. ENG~ERS • PLANNERS • SURVEYORS 6400 OAK CANYON, SUITE 150 (949) 474-1400 TEL IRVINE, CA 92618 (949) 261-8482 FAX ... CONSULTING --~ <.o k! ~1\DSCA ~ STOM ~6n0l2 51-!RUS ADDED TO PLANT LIST 11 04-12-2013 AS BUil T PLANS NUVIS Sign□ture EPTEMBER 30,20 Expiration Date LANDSCAPE ARCHITECTURE AND PLANNING NO. DATE DESCRIPTION OF REVISIONS PLANT LIST SYMBOL TREES 0 0 0 SHRUBS © @ ® t, t:,. t:,. .6. l,. .6. t,. i',. t, t,_ ,,,,_ "- 6 t, t::. l:,"' t:, CD (0 T -I T-2 T-3 5-1 5-2 5-3 5-4 5-!:> 5-~ 5-1 5-8 5-~ BOTANICAL NAME F'LATANU5 MEXICANA F'INUS ELDARICA BUTIA CAF'ITATA ALOE RUDIKOF'F'E 'LITTLE C:sEM' CALLl5TEMON 'LITTLE JOf-lN' I-IEMEROCALLl5 I-IYSRID5 '5UNTWl5T' LIC:sU5TRUM 'TEXANUM' PITT05F'ORUM TOSIRA 'VARIEC:sAT A' RI-IAF'I-IIOLEFl5 INDICA 'SALL ERINA' ACACIA REDOLEN5 'LOW BOY' TULSAc:.I-IIA VIOLACEA 'V ARIEC:sAT A' VITEX TRIFOLIA 'A.JRA.JREA' COMMON NAME MEXICAN 5YCAMO~ ELDARICA PINE F'INDO PALM LITTLE C:sEM ALOE DWARF CALLl5TEMON DAYLILY TEXAS PRIVET VARIEC:sATED MOCK ORANC:sE INDIAN I-IAWTI-IORN PROSTRATE ACACIA SOCIETY C:sARLIC ARABIAN LILAC REMARKS 48" 80X-5TD 4 FT. SROU.N TRUNK f-lE IC:,f-lT (STf-lJ I C:sAL. AS 5f-lOU.N I C:sAL. A5 5f-lOU.N I C:sAL. A5 51-101.l.N !:> C:sAL. A5 51-101.l.N !:> C:sAL. A5 5f-lOU.N !:> C:sAL. A5 5f-lOU.N I C:sAL. 3'-,Z," O.C. I C:sAL. AS SI-IOUN 5-10 TRACI-IEL05PERMUM JASMINOIDE5 STAR JASMINE I C:sAL. I C:sAL. A5 5f-lOU.N 2· or.. @ 5-11 LIC:sU5TRUM JAF'ONICUM ~ 5-12 f-lEMEROCALLl5 I-IYSRID (YELLOW) I+++++ +I 5-13 CARl55A MACROCARF'A ± ± ± 'C:sREEN CARPET' 5-14 SOUC.AINVILLEA I-IYSRID '001-1 LA LA' ~ 5-1!:> SALVIA C:sREC:,C:,II 'RED' ,,,,,,,, 5-16 ATRIF'LEX LENTIFORMl5 , ..... ,,,,,, '''''''' GROUNDCOVER X SODDED FE5TUCA I-IY6RID 'MARATf-lON II' 51-!REDDED MULCI-I QUANTITY X-X--,1-----TREE OR 5f-lRUS TYPE A5 NOTED IN PLANT LIST APPROVAL RECOMMENDED: ANDY TRAN RCE 63670 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: TM LR APPROVED CHECKED: DATE: TM 8/09/12 JAPANESE PRIVET DAYLIL Y NATAL PLUM I!> C:sAL. I C:sAL. I C:sAL. DWARF SOU6AINVILLEA, !:> C:sAL. MAc.ENTA RED AUTUMN 5AC:sE !:> C:sAL. QUAIL 13U51-1 LINERS A5 51-101.lN 3'-,Z," o.c. 3'-0" or.. 4' -,Z," O.C. 3'-,Z," O.C. 6'-,Z," or.. DWARF TALL FE5CUE AVAILABLE FROM PACIFIC SOD W,Z,-':142-&2':lb OR AN APPROVED EQUAL. ALL 5f-lRU6 AREAS NOTED TO RECEIVE PLANT MATERIAL 51-!ALL RECEIVE 0-2" 'FOREST FLOOR' WOOD MULCf-1 AVAILABLE AT Ac:.UINAc:.A FERTILIZER CO., IRVINE, CA (':14':l) 786-':l!i>!:>8, OR AN APPROVED EQUAL. MULCI-I 51-!ALL SE EVENLY 5F'READ TI-IROUC:sl-lOUT ALL PLANTER AREAS AT A 2" MINIMUM DEF'Tf-1. MULCf-1 5f-lALL 6E APPROVED 6Y ENC:slNEER PRIOR TO 5T ART OF UX)RJ<. SHEET OF ~ <: e--e--" rn co 1/1 " 0 0 1/1 z <: ~ o_ e--z w ::, w > 0 "' o_ " " z z w 0 3 w w "' 0 rn :, -< ,