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HomeMy WebLinkAboutR_6031_SN ~ 0 II 3' w 5 DIAL BEFORE YOU DIG TOLL FREE CONSTRUCTION PLANS FOR THE IMPROVEMENT OF JAMBOREE INDEX OF DRAWINGS SHEET NO. DESCRIPTION PLAN CODE 1 TITLE SHEET & DRAWING INDEX TS-01 2 3-6 7-10 11-13 14-16 TYPICAL STREET SECTIONS AND CONSTRUCTION NOTES TYPICAL STREET SECTIONS AND DETAILS TX-01 TX-02 TO TX-05 STREET IMP. PLAN & PROFILE SHEETS ST-01 TO ST-04 INTERSECTION GRID GRADES ID-01 TO ID-03 SIGNING & STRIPING PLANS PD-01 TO PD-03 UTILITY COMPANIES UTI LIJY\ OWN ER CONTACT PHONE NO. AB OVEN ET /ZAYO Douglas Yauney (562) 572-5528 IRVINE RANCH WATER DISTRICT Kelley Lew (949) 453-5586 AT&T -DISTRIBUTION Craig Aiken (714) 665-5698 AT&T -TRANSMISSION Maria Guzman (213) 787-9996 CITY OF NEWPORT BEACH - UTILITIES DIVISION Mike Lynch (949) 718-3415 SOUTHERN CALIFORNIA EDISON Aimee Foster (949) 458-4416 SOUTHERN CALIFORNIA GAS CO. Dave Baldwin (714) 634-3267 COX CABLE Glenn Albios (949) 546-2814 LEVEL 3 COMMUNICATION Matt Prink (720) 888-6482 MCI (VERIZON BUSINESS) Dean Boyers (972) 729-6322 METROMEDIA FIBER NETWORK Kevin Sullivan (714) 236-8502 QWEST /CENTURYLINK Adam Charof (877) 801-3160 OCTA (STOPS AND ZONES) Bill Batory (714) 560-5912 XO COMMUNICATIONS Lee Arnold (949) 417-7762 TCG (AT&T) Allen Cole (760) 220-5539 AT&T MAINTENANCE Steve Preciado (213) 399-1079 LEGEND 0 SYMBOL 0 @ □ □ T TS E G Rw' s T w' ◊ EXPLANATION MANHOLE CLEANOUT OR VALVE VAULT OR PULLBOX METER FIRE HYDRANT TRAFFIC SIGNAL PULL BOX RIGHT OF WAY PROPERTY LINE PROPOSED CURB & GUTTER EXISTING CURB & GUTTER LIMITS OF WORK SIGN EXISTING STREET LIGHT PROPOSED TRAFFIC SIGNAL CONDUIT EXISTING ELECTRIC CONDUIT (SCE) EXISTING GAS LINE (SCG) EXISTING RECLAIMED WATER LINE (IRWD) EXISTING SEWER LINE (IRWD) EXISTING TELEPHONE CONDUIT (AT&T) EXISTING WATER LINE (IRWD) NOTICE TO CONTRACTOR ROAD PURSUANT TO CALIFORNIA GOVERNMENT CODE SECTION 4216, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED, TWO WORKING DAYS BEFORE YOU DIG 1-800-227 -2600 1. UNDERGROUND SERVICES ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. # _______ _ 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D.# FROM UNDERGROUND SERVICES ALERT (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. SIGNED _______ _ DATE _____ _ FROM MACARTHUR BLVD. TO CAMPUS DRIVE CIP NO. 311301 LOCATION MAP oF ''Y~ ~ ~ oO ...... 0 [1 0 c:, m BENCH MARK= DESCRIBED BY OCS 2001 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-33-77", SET IN THE NORTHWEST CORNER OF A 4.7 FT. BY 15.4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND JAMBOREE ROAD, 244 FT. SOUTHEASTERLY OF THE CENTERLINE OF JAMBOREE ROAD AND 38 FT. SOUTHERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION 35.252' NAVO 88 2003 BASIS OF BEARINGS= CALIFORNIA STATE COORDINATE SYSTEM, ZONE 6 TAKEN BETWEEN ORANGE COUNTY SURVEYOR GEODETIC CONTROL STATION "6175R1" AND STATION "6167" BEING N40"38'21 "E NAD 83 EPOCH 2007.00 if I I I • SURVEY MONUMENT PRESERVATION NOTE PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BY THE CITY OF IRVINE LAND SURVEYOR BEFORE CONSTRUCTION. IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION, THE CONTRACTOR SHALL PAY THE CITY OF IRVINE'S LAND SURVEYOR TO RESET SUCH MONUMENT. APPROVED BY: CllY OF NEWPORT BEACH PUBLIC WORKS DIRECTOR DA'v1D A WEBB, RCE 47961 ABBREVIATIONS t:,. AB AC ARHM BC BCR BFP BLVD BVC BW C&G CATV CB CF CL CMP CNB COi CP CPB CTV DW DWG DWY E EASE EC ECR EHH ELOC EM EMH EP EPED ETRANS ETW EVC EVLT EXIST., EX. FG FH FL FS G GB GM GP GV GW HGL ICB ICV INV IRR JS L LD LS LT MH MONSIGN NB NIC NTS PB PCC PEDBUTT Pl PL POC POT pp PPB PPBP PRC PVC PVI R RT RW R/W RCP s sco SD SDMH SL SMH SCCP SP SW T TAN TC TF TG THH TLOC TMH TPED TRHH TS TSIG TVLT TW V VCP VLT VNT w WARV WBO WCR WLOC WM WMH CURVE DELTA AGGREGATE BASE ASPHALT CONCRETE ASPHALT RUBBER HOT MIX BEGIN CURVE BEGIN CURB RETURN BACK FLOW PREVENTER BOULEVARD BEGIN VERTICAL CURVE BACK OF WALK CURB AND GUTTER CABLE TELEVISION CATCH BASIN CURB FACE CENTERLINE CORRUGATED METAL PIPE CITY OF NEWPORT BEACH CITY OF IRVINE CATHODIC PROTECTION CABLE TV PULLBOX CABLE TELEVISION DOMESTIC WATER DRAWING DRIVEWAY ELECTRIC EASEMENT END CURVE END CURB RETURN ELECTRIC HANDHOLE ELECTRIC LOCATION ELECTRIC METER ELECTRIC MANHOLE EDGE OF PAVEMENT ELECTRIC PEDISTAL ELECTRIC TRANSFORMER EDGE OF TRAVELLED WAY END VERTICAL CURVE ELECTRIC VAULT EXISTING FINISH GRADE FIRE HYDRANT FLOW LINE FINISH SURFACE GAS GRADE BREAK GAS METER/SERVICE GUY POLE GAS VALVE GUYWIRE HYDRAULIC GRADE LINE IRRIGATION CONTROL BOX IRRIGATION CONTROL VALVE INVERT IRRIGATION JUNCTION STRUCTURE CURVE LENGTH LOCAL DEPRESSION LANDSCAPING LEFT MANHOLE MONUMENT SIGN NORTHBOUND NOT IN CONTRACT NOT TO SCALE PULL BOX PORTLAND CEMENT CONCRETE PEDISTAL BUTTON POINT OF INTERSECTION PROPERTY /LOT LINE POINT ON CURVE POINT OF TANGENT POWER POLE PEDISTRIAN PUSH BUTTON PEDISTRIAN PUSH BUTTON PEDISTAL POINT OF REVERSE CURVE POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION RADIUS RIGHT RECYCLED WATER RIGHT OF WAY REINFORCED CONCRETE PIPE SEWER SEWER CLEANOUT STORM DRAIN STORM DRAIN MANHOLE STREET LIGHT SEWER MANHOLE STEEL CYLINDER CONCRETE PIPE SIGN POST SIDEWALK TELEPHONE TANGENT LINE TOP OF CURB TOP OF FOOTING TOP OF GRATE TELEPHONE HAND HOLE TELEPHONE LOCATION TELEPHONE MANHOLE TELEPHONE PEDISTAL TRAFFIC SIGNAL HAND HOLE TRAFFIC SIGNAL/CONDUIT TRAFFIC SIGNAL TELEPHONE VAULT TOP OF WALL VALVE VITRIFIED CLAY PIPE VAULT VENT WATER WATER AIRVAC WATER BLOW OFF WHEEL CHAIR RAMP WATER LOCATION WATER METER/SERVICE WATER MANHOLE WATER VALVE RECORD DRAWINGS NEWPORT BEACH CONTRACT NO. C-5158 DRAWING NO. R-6031-S PLAN CHECK NO. 552001-EMC Underground Service Alert of Southern California WV X-GUTTER XFMR CROSS GUTTER TRANSFORMER IRWD CODE 5791 PLAN CODE TS-01 GIP NO. 311301 7 6 5 4 3 2 1 AS-BU/LTS 12/17/13 NO. DATE REVISIONS ENGR. APPROV. DATE SHEET REVISED: 12/ 12/ 12 PLAN PREPARED BY: ONWARD ENGINEERING .3CD s. Hi\RBCR ELVC. su-2 ,51 ·1 i\N:\H21M, 9280.5 T, (714) 53.3-3D5C =-: (J"L) f08-1.77C . . 42280 12/12/12 DESIGN ENGINEER R.C.E No. DATE DATE APPROVED BY: DRAWN BY: DS 09/26/12 CITY ENGINEER DATE DESIGNED BY: DS 09/26/12 DATE CHECKED BY: SH 09/26/12 RECOMMENDED BY: DATE MA 09/26/12 MARK L CARROll R.C.E. NO. 31515 IRVINE RANCH WATER DISTRICT APPROVAL OF WATER & SEWER FACILITIES CODE 5791, PROJECT NO. 2155, 2145 APPROVED BY: DATE SUPER'v1SED BY: DATE DATE RE'v1EWED BY: DATE STREET IMPROVEMENT PLANS JAMBOREE ROAD FROM MACARTHUR BLVD. TO CAMPUS DRIVE TITLE SHEET CITY OF IRVINE PUBLIC WORKS DEPARTMENT PROJECT NO. SHEET 1 OF 1 6 II ~ > NOTE TO CONTRACTOR 1. ALL DIMENSIONS SHOWN ARE FROM CONSTRUCTION CENTERLINE. NEW 4" THICK INTEGRAL COLORED STAMPED CONCRETE 6" I 2 SACK MATCH EX. TC ELEV. (CF VARIES PER PLAN) NEW MEDIAN ISLAND PCC CURB VARIES SAWCUT LINE PER PLAN NEW PCC SIDEWALK EX. PCC CEMENT SLURRY MEDIAN ISLAND PCC CURB AND CONSTRUCT/ON NOTES Ci) PROTECT IN PLACE. 0 COLD MILL PAVEMENT OUTER 12' WIDE EDGE OF PAVEMENT SURFACE TAPERING FROM o" TO 1-5/B" BELOW GUTTER LIP PER DETAIL "D" HEREON. ,;,, COLD MILL PAVEMENT VARIABLE DEPTH O" TO 2", 20' WIDE '-::Y PER DETAIL "8" HEREON. 0 ROADWAY EXCAVATION FOR NEW STRUCTURAL SECTION PER DETAIL "C" HEREON. @REMOVE EXISTING CONCRETE SIDEWALK/ACCESS RAMP. 0 CONSTRUCT 2" THICK ASPHALT RUBBER HOT MIX OVERLAY. 0 COLD MILL PAVEMENT VARIABLE DEPTH O" TO 2", 20' WIDE PER DETAIL "F" HEREON. EXIST. R/.W VARIES 2' I I 12' VARIES 6B' EX. FS ® CONSTRUCT B" AC FULL DEPTH PAVEMENT SECTION. LEAVE 2" LOW FOR 2" THICK ARHM OVERLAY, PER DETAIL "C'' HEREON. ® CONSTRUCT 12" AC FULL DEPTH PAVEMENT SECTION. EX. MEANDERING ~W ~ I . 7:..: -=-l=J71 1 .5%1 5"/, N II~ * 1.8% TO 2.8% LEAVE 2" LOW FOR 2" THICK ARHM OVERLAY, PER DETAIL "c" HEREON. @coNSTRUCT CONCRETE SIDEWALK, ACCESS RAMP (TYPE I) INCLUDING DETECTABLE WARNING SURFACE PER CITY OF /RV/NE STD. PLAN NO. 202 AND PER DETAIL "H" ON SHEET 4. @coNSTRUCT CONCRETE CURB & GUTTER TYPE "8-B" PER CITY OF /RV/NE STD. PLAN NO. 200. @coNSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-1B1-L-A, 1B1-L-8, 1B1-L-C, & 1B1-L-D (CASE PER PLAN) AND PER DETAIL ON SHEET 4 & 5. @FURNISH AND INSTALL TRUNCATED DOMES ON EXISTING CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-1B1-L-C-D AND PER DETAIL "G" ON SHEET 4. (fJ> FURNISH AND INSTALL TRUNCATED DOMES ON EXISTING CURB RAMP PER CITY OF /RV/NE STD. PLAN NO. 202 AND PER DETAIL "G" ON SHEET 4. @coNSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-1 B0-L. @REMOVE EXISTING PCC CURB & GUTTER (LIMITS PER PLAN). @ CONSTRUCT B" TYPE 'A" PCC CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. NO. STD-1B2-L AND PER DETAIL "£" HEREON. @2" GRIND EXISTING AC PAVEMENT. @ CONSTRUCT CONCRETE SLOUGH WALL PER L.A. CO. STD. DWG. PLAN 6203-1. @ SAWCUT AND REMOVE PORTION OF EXISTING PCC MEDIAN CURB AND STAMPED CONCRETE (LIMITS PER PLAN). @ CONSTRUCT 6" TYPE "B" PCC CURB (CF VARIES, 6" MAX.) PER CITY OF NEWPORT BEACH DWG. NO. STD-1 B2-L. SEE DETAIL A" HEREON. @ RELOCATE PEDESTRIAN PUSH BUTTON AND PROVIDE NEW POST AND FOUNDATION PER CALTRANS STD. PLAN £S-7A. @ REMOVE AND REPLACE EXISTING PCC WITH B" THICK PCC TO MEET 5% GRADE IN FRONT OF CURB RAMP. SEE DETAIL "/" ON SHEET 4. @ REMOVE AND REPLACE EXISTING AC FULL DEPTH TO MATCH EXISTING {6" MIN.) AND MEET 5% MAX GRADE IN FRONT OF CURB RAMP. SEE DETAIL "H' ON SHEET 4. @ SAWCUT AND REMOVE EXISTING PCC CURB. @ CONSTRUCT B" TYPE "8" PCC CURB PER CITY OF NEWPORT BEACH DWG. NO. STD-1B2-L. @ CONSTRUCT 6" TYPE "C" PCC CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. NO. STD-1B3-L. @ CONSTRUCT 4" THICK MEDIAN INTEGRAL COLORED STAMPED CONCRETE. JOIN EXISTING. SEE DETAIL ''.A" HEREON. @ ADJUST TRAFFIC SIGNAL HANDHOLE TO GRADE. @ ADJUST GAS MITER TO GRADE (WORK DONE BY So. CALIFORNIA GAS Co.). @ ADJUST SEWER MANHOLE TO GRADE PER CITY OF NEWPORT BEACH DWG. NO. STD-401-L. @ ADJUST STORM DRAIN MANHOLE TO GRADE PER CITY OF /RV/NE STD. PLAN NO 307. @ ADJUST STORM DRAIN MANHOLE TO GRADE PER CITY OF NEWPORT BEACH DWG. NO. STD-307-30B-L. @ ADJUST ELECTRIC VAULT TO GRADE (WORK DONE BY SC£). @ ADJUST TELEPHONE MANHOLE TO GRADE (WORK DONE BY AT&T). @ ADJUST SC£ ELECTRIC MANHOLE TO GRADE (WORK DONE BY SC£). (El ADJUST TELEPHONE MANHOLE TO GRADE (WORK DONE BY ABOVENIT). IRWD CONSTRUCTION NOTES @ADJUST IRWO SEWER MANHOLE TO GRADE PER IRWO STD. DWG. S-1 (ALTERNATE). @ADJUST WATER PRESSURE REDUCING VALVE MANHOLE TO GRADE PER IRWD STD. DWG S-1 (ALTERNATE). OTYS. @REMOVE AND REPLACE WITH NEW IRWD WATER VALVE CAN & LID TO GRADE PROVIDED BY IRWD _ .......... _____________ 35 PER IRWD STD DWG W-22 (ALTERNATE). 20' EX./NEW FS NEW FS EXIST. AC PAVEMENT EXIST. BASE LIMITS OF EXCAVATION EXIST. R/W ~~WEL¾ EX. C&G * EXISTING SUPERELAVATION BETWEEN 21+01.B9 AND APPROXIMATELY 21+75.00 6' NOTE: SEE PLAN FOR NEW SW I I 2' 12' EXIST. R/W 6' I I 2' 12' EX. MEANDERING SW :\.._ r -l EX. C&G , 7..:: :_::r--3.s"/o 5"/o ,o 4. II I l-- L J NEW FS 6" OR 10" AC ® GRIND AND OVERLAY F PAVEMENT JOIN DETAIL NTS 0 r G ~;-'\1.-.,,,?CC:,-s...--A"~' \...J~'\...__..f"-~ 20' EXIST. BASE i EXIST. AC PAVEMENT 74' 6B' 74' 68' 2" THICK ARHM CNB COi 14' (1.0% TO 1.3%) 3' EXIST. 10" MEDIAN CURB 2" THICK ARHM EX. FS MACARTHUR BL VD. TO 23+60.00 JAMBOREE ROAD TYPICAL SECTION CNB COi NTS CNB COi 134' I 3' 4 1 PROTECT EX. 74' 69' 48' 16' ~ kl FULL AC SECTION '5 ~ SEE DETAIL "C" 8§ ..J ON THIS SHEET ,_ kl ::, c:, (J o:; ';:: c., ;'Ji 32' 2" THICK ARHM 51' 1.5% TO J.2% 66.6'-71.9' 64.7'-66.8' 60' 19' 17' FULL AC SECTION SEE DETAIL "c" 3 ON SHEET 2 2" THICK ARHM SHED GUTTER I EX. FS I r-EX. FS 1.1% TO 3.0% I I 1.1 TO 2.7% I - NTS 12' 2" THICK ARHM 3/8" ; _ LIP 5/8" ' <o 14' 12" SAWCUT LINE 5,,,5% MAX 21' 12' 5' EXIST. R/W EXIST. R/W 5' 9' EXIST. R/W I 1B' 14.5' 1B'-61' I LEX. SW 'I-~'-1-i::: -:r ....-- II ..JI _J 2" THICK ARHM EXIST. F.S. AC FILL EXIST. AC PAVEMENT EXIST. TC£ EXIST. TC£ PLAN CODE TX-01 NEW C&G ~~Ai7:) EXISTING, ~-I R_W_D_C_O_D_E __ P_LA_N_C_H_E_CK_N_0_--1 @NEW AC STRUCTURAL SECTION DETAIL~ NTS RECORD DRAWINGS @ TYP. COLD MILL AND OVERLAY (I) AT EDGE OF GlJJ IEH NTS TYP. CURB AND GUTTE 5791 552001-EMC f-----------------177 REPLACEMENT DETAIL NEWPORT BEACH CONTRACT NO. DRAWING NO. CIP NO. 311301 7 6 5 4 DATE PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HM,BO~ BLVD., SUITE 81 ,1 ilt,IAHEIM, Ci1 92805 NTS C-5158 R-6031-S STREET IMPROVEMENT PLANS JAMBOREE ROAD TYPICAL SECTIONS AND DETAILS PROJECT NO. SHEET 0 COLORED STAMPED CONCHEIE ®@ REPLACEMENT DETAIL NTS @COLOM/LL B PAVEMENT JOIN DETAIL NTS@ 3 2 DRAWN BY: DS 09/26/12 DATE DESIGNED BY: DS 09/26/12 17/13 T: (714) 533-3050 F: (714) 808-1270 CITY OF IRVINE 2 1 AS-BU/LTS NO. DATE REVISIONS 12 DATE ENGR. APPROV. DATE CHECKED BY: SH 09/26/12 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE PUBLIC WORKS DEPARTMENT OF 1 6 SHEET REVISED: 12/12/12 II ~ > £XIST. R/W 6' NOT£: £XIST. R/W 5££ PLAN FOR N£W C&G I £XIST. R/W 2' 6' 2· SHEET REVISED: 12/12/1 2 12' 12' 12' 74' 68' 74' 68' 74' 68' 2" THICK ARHM PROT£CT £X. M£DIAN CURB & SH£D GUTT£R 134' 134' CNB COi 7' 7' CNB COi 30.5' 2" THICK ARHM £X. F 2" THICK ARHM 51' 51' 60' 20.5' 17' FULL AC $£CT/ON SE£ DITAIL "c" "-' ON $HEIT 2 :;:,; _, >-::, ~ i)j 60' 17 FULL AC SECTION SE£ DITAIL "c" ON $HEIT 2 NOTE: 30+26.82 TO 31-l-07.24 EXISTING MEiDu., 31+0 .,.., .. CURB TAPER Z24 TO FAIRCHILD ROAD JAMBOREE ROAD EX. FS TYPICAL SECTION NTS CNB COi 134' 2" THICK ARHM 60' 52' l,J ~ a 1.'i ~ as c:., 6' I I ..JI _J I I ..JI _J Pu f-.'. ~ G'i RECORD DRAWINGS 7 6 5 4 3 2 1 NO. 1 AS-BUILT$ DATE REVISIONS 9' £XIST. R/W £XIST. R/W CNB COi 8' 15'-18' r=n4 ====±==~134~' ~=~~==;~~£XIST. R/W 60' 52' 6' 74' I 2' 68' I 12' ~ ~ FULL AC SECTION SEE DITAIL ·c· "-' ON SH£IT 2 ~ i c:., I EX. MEAND£RING SW I i 1r£x. c&G c.:: :..=r I--71 ~.2.% % ' EX. FS 2" THICK ARHM :;:,; _, >-::, ~ i)j I I C&G --r. j_ _ __.. -£X ~ r£X. SW I II~ t~~ ~ WffM~1 ~~~~W~ 36+00.00 TO 38+1640 \_ ----- g' ----:r- NOT£: SEE PLAN FOR N£W C&G £XIST. R/W 6' 2' 12' I I ~ [ £X. SW £X. C&G __..- --r. -:r- --------£XIST. R/W 8' I I ENGR. NOT£: 5££ PLAN FOR N£W C&G 6' 2' 12· I £X. MEAND£RING SW \ I £X./N£W 2" THICK ~.i. Ir 8" C&G ARHM c.:: :..=r ,-1 ~ ~ ·=·=•'-~ t ~ £XIST. R/W NOT£: SE£ PLAN FOR NEW C&G 12 17/13 APPROV. DATE 6' 2' DRAWN BY: DESIGNED BY: CHECKED BY: 12' DS DS SH DATE 09/26/12 DATE 09/26/12 DATE 09/26/12 -Co 1--. 74' 68' GtESS J . Cu (/) = No. 42280 74' 68' 74' 68' £XIST. AC PAV£M£NT £X. FS EXIST. AC PAV£MENT 134' J.I AMICOR • £XIST. AC M C EE ROAD PAV£M£NT TYPICAL SECTION NTS CNB COi 134' CNB COi 134' 60' 50'-45' 60' 45' 2" THICK EX. FS ARHM . . 1.0% TO 2.6% W72Z ~ ~Wum,wa 41+09.n TO 42+08 04 ~ JAMBOREE ROAD ~i~lMtN~ TYPICAL SECTION 4_ NTS CNB COi 60' 45' 7'-11·1 7' 11' 12' 15' FULL AC SECTION SEE DITAIL •c• ON $HEIT 2 15' Pu 10'-15' 15' I I _,\1,,, GROUND CONTRACT NO. DRAWING NO. CIP NO. S C-5158 R-6031 S 311301 PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HM,BO~ BLVD., SUITE 8 • ,\l•lf:HEIM, Ci1 92805 1 I T: ( 714) 533-3050 F: (714) 808-1270 DESIGN ENGINEER 422B0 R.C.E. No. 12/12/12 DATE TREET IMPROVEMENT PLANS -PROJECT NO. JAMBOREE ROAD TYPICAL SECTIONS SHEET 3 OF 1 6 II ~ > EXIST. R/W 6' NOTE: SEE PLAN FOR NEW C&G 2· 12· I EX./NEW EX. MEANDERING SW:\_ Ir 8 .. C&G NOTE: 7-:'. -:J' ~ --i{ 3.4% 4 6% I II~ EXIST. R/W 6' t ~ 12· SEE PLAN FOR NEW C&G EX./NEW FS CNB COi 134' 74' 60' 68' 45' NEW PAVEMENT SECTION 4' 13' 7' 12' 1 1 ' WHERE OCCURS (SEE PLAN) VARIES FULL AC SECTION 62.99' w~ EXIST. AC PAVEMENT 74' 68' 2" THICK ARHM SEE DETAIL "C "' ON SHEET 2 ;:;s &; f-. ::, Lu ~Lu c::, <ii3 n!: c:., ' N ~ 2" THICK ::; ARHM NOTE: 48+28.25 TO 49+57.76 EXISTING MEDIAN CURB TAPER 49+57.76 TO 51+33.78 JAMBOREE ROAD TYPICAL SECTION NTS CNB COi 134' 7' 12· VARIES FULL AC SECTION SEE DETAIL "C "' ON SHEET 2 ~ f-. ca ::, ~ ~Lu n!: <ii~ EX. FS c:., ' N 60' 45' 11 ' Lu 2" THICK 3 ARHM S EX. FS ~ <( 1. 7% 1.0% TO 2.5% {/) TO 2.3% -f'M'W~ ~~~lME~~ 51+33.78 TO 52+43.53 2" THICK GRIND AND OVERLAY JAMBOREE ROAD TYPICAL SECTION NTS 138.99' 20' 2" THICK ARHM -. ' 56' EXIST. AC PAVEMENT 1.3% TO 1.7% 15' FULL AC SECTION SEE DETAIL •c• ON SHEET 2 ~ ..J ~ 15' FULL AC SECTION SEE DETAIL ''c" ON SHEET 2 fb ..J fb 15' EXIST. R/W I I -----, ~-- 15' -----, \_EXIST. GROUND EXIST. R/W I I ~-- \_EXIST. GROUND 4.. CNB COi 0.8% TO 0.9% JAMBOREE ROAD AND BIRCH STREET INT. TYPICAL SECTION NTS JOIN EX. C&G 2-#4 DOWEL BARS (TYP.) SAWCUT LINE 4'(L)X4'MIN.(W VARIES PER PLAN) BOTTOM LANDING AREA WITH 2-FT. WIDE PAVEMENT GRADE TRANSITION '--_ _)"(':/.--,REMOVE AND REPLACE PAVEMENT TO MEET 5% GRADE IN FRONT OF CURB. RAMP REPLACE WITH 6" FULL DEPTH AC OR 8" THICK PCC IF IN EXISTING SPRANDEL. K-C, '¾.. REMOVE AND REPLACE EXISTING -:.-f ~~-"--. CURB & GUTTER TO MAXIMUM 5% GRADE ~ FRONTING RAMP. NOTE: 5% MAX BOTTOM LANDING IS APPLICABLE AT RAMPS ONLY. @ RETROFIT TRUNCATED DOME DETAIL OO NTS II I EX. R/W It-f"> EX. CURB EX. PCC SIDEWALK "'"'S::::::'.-4 __ II I SAWCUT LINE I I & GUTTER 4-#4 DOWEL BARS (TYP.) REPLACE PCC RAMP 11 EX. R/W PROPOSED PCC SIDEWALK 4-#4 DOWEL BARS (TYP.) SAWCUT LINE 2-#4 DOWEL BARS (TYP.) EX. CURB~===-_ & GUTTER-=---------~-- NOT£: CONTRACTOR TO REMOVE AND REPLACE AC TO MEET 5% GRADE IN FRONT OF CURB RAMP. REPLACE WITH FULL DEPTH AC TO MATCH EXISTING, 6" MIN. INSTALL TRUNCATED DOME TILE 4'X4' BOTTOM LANDING 6 . / AREA (S££ NOT£) ~ SAWCUT LINE yi ,'; 1" ::> MATCH EXIST. (6" MIN). 0( ~ FULL DEPTH AC TO '), ENSURE D-INCH LIP 5% MAX IN FRONT OF CURB RAMP REMOVE AND REPLACE EXISTING C&G TO ENSURE 0-INCH LIP ® CURB RAMP RECONSTRUCTION DETAIL @fi1fiJJ (ON CURB AMJ GUTTER} NTS 7 6 5 4 3 2 1 AS-BU/LTS NOTE: SEE PLAN FOR NEW C&G AND SW NOTE: SEE PLAN FOR NEW C&G EXIST. R/W 6' 2· EXIST. R/W 6' 2· EXIST. R/W I : 5• NOTE: I SEE PLAN FOR I NEW C&G AND SW 12· 12' 12· I EX./NEW MEANDERING SW\ I -1 EX./NEW ~.l.. 8" C&G 7-:'. -:J" t-3. o'f., g'f. ,o .... II IL-- L 2" THICK ARHM EX. FS 74' 68' 74' 68' 66 NEW PAVEMENT SECTION WHERE OCCURS (SEE Pl.AN) 1.3% TO 3.0% 74' 68' 66 NEW PAVEMENT SECTION I 4.. CNB COi 134' 3' CNB COi 134' 17' NTS 134' 13' 4' 7' I 12· 12· FULL AC SECTION SEE DETAIL "C" ON SHEET 2 ' N 7' 12· 60' 45' 11 ' 60' 45' 11 ' Lu ~ 2" THICK -' ARHM 51' 1 1 ' 60' WHERE OCCURS (SEE PLAN) VARIES FULL AC SECTION SEE DETAIL "c" I "' ON SHEET 2 ~ 2" THICK_ PROTECT EX. i S -' ARHM 2" THICK ARHM EX. FS MEDIAN CURB & \ PROTECT EX. Lu ~ Lu ~ EX. FS~ SHED GUTTER j MEDIAN C&G I ~ i';!i ~ ,,,. I Ti 1.2% TO~ ~ 'N <)j l.6% -1 ___ -__ •~•'--'-7' ~"'"'~ TO 2.7% 1. 5 % TO;;:, //1 1 : t7mi~ w. """ u.L-:'.LLL_J LEx,sT. Ac EXIST. AC PAVEMENT PAVEMENT Lu ~ ..J 15' FULL AC SECTION SEE DETAIL •c• ON SHEET 2 fb 15'-18' FULL AC SECTION SEE DETAIL "C" ON SHEET 2 fb 18'-19' FULL AC SECTION SEE DETAIL •c• ON SHEET 2 3 15' 15' EXIST. R/W EXIST. R/W r,-,- / I lEXIST. / GROUND I __ ! EXIST. R/W : I g• I I EX. R/W ----._ I I ~ ~ EX. PCC SIDEWALK~ I I EX. CURB & GUTTER 4-#4 DOWEL BARS (TYP.) NOTE: 56+06.74 TO 57+44.43 EXIST. MEDIAN CURB TAPER 57+44.43 TO CAMPUS DRIVE JAMBOREE ROAD 12 SAWCUT LINE \ /) 1 1 I REPLACE PCC RAMP 11 INSTALL TRUNCATED DOME TILE EX. R/W PROPOSED PCC SIDEWALK 4-#4 DOWEL BARS (TYP.) SAWCUT LINE EX. CURB 1-#4 DOWEL BAR (TYP.) REMOVE AND REPLACE EXISTING CURB SAWCUT LINE 4'X4' BOTTOM LANDING ,....---AREA (S££ NOT£) 3-#4 DOWEL _ BAB_ {IYP.)_ & GUTTER :lr: =-I--'--.----__,,,--_ _._ ------ ENSURE 0-INCH LIP 1-#4 DOWEL BAR (TYP.) NOT£: CONTRACTOR TO REMOVE AND REPLACE PCC WITH 8" THICK PCC TO MEET 5% GRADE SAWCUT LINE EX. PCC CROSS GUTTER IN FRONT OF CURB RAMP. (j) CURB RAMP RECONSTRUCT/ON DETAIL 00 (ON CR08S GI.ITTER) NTS PLAN PREPARED BY: TYPICAL SECTION NTS CONSTRUCT/ON NOTES @coNSTRUCT CONCRETE SIDEWALK, ACCESS RAMP (TYPE I) INCLUDING DETECTABLE WARNING SURFACE PER CITY OF /RV/NE STD. PLAN NO. 202 AND PER DETAIL "H" ON SHEET 4. @coNSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-A, 181-L-B, 181-L-C, & 181-L-D (CASE PER PLAN) AND PER DETAIL ON SHEET 4 & 5. @FURNISH AND INSTALL TRUNCATED DOMES ON EXISTING CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-C-D AND PER DETAIL "G" ON SHEET 4. ([!) FURNISH AND INSTALL TRUNCATED DOMES ON EXISTING CURB RAMP PER CITY OF /RV/NE STD. PLAN NO. 202 AND PER DETAIL "G" ON SHEET 4. @REMOVE EXISTING PCC CURB & GUTTER (LIMITS PER PLAN). ~ REMOVE AND REPLACE EXISTING PCC WITH 8" THICK PCC TO MEET 5% GRADE 'E3 IN FRONT OF CURB RAMP. SEE DETAIL "/" ON SHEET 4. r,;;;., REMOVE AND REPLACE EXISTING AC FULL DEPTH TO MATCH EXISTING {6" MIN.) ~ AND MEET 5% MAX GRADE IN FRONT OF CURB RAMP. SEE DETAIL "H' ON SHEET 4. RECORD DRAWINGS IRWD CODE 5791 NEWPORT BEACH CONTRACT NO. DRAWING NO. C-5158 R-6031-S PLAN CODE TX-03 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. DATE ONWARD ENGINEERING 300 S. HM,BO~ BLVD., SUITE 81 •I ill•IAHEIM, Ci1 92805 STREET IMPROVEMENT PLANS JAMBOREE ROAD TYPICAL SECTIONS AND DETAILS SHEET DRAWN BY: DS 09/26/12 DATE DESIGNED BY: DS 09/26/12 17/13 DATE T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 CITY OF IRVINE 4 NO. DATE REVISIONS ENGR. APPROV. DATE CHECKED BY: SH 09/26/12 DESIGN ENGINEER R.C.E. No. DATE PUBLIC WORKS DEPARTMENT OF 1 6 SHEET REVISED: 12/12/12 II ~ > SAWCUT LINE EX. SIDEWALK 25+75-85.83' LT 26+08_20_84_36 , LT 26+23.34-84.28' LT JelN-E-!f.-FS--- - - - - ---==-...,.,,.,......,,.,.....,,.,....,~=---- - - ---52. lt-'fW;--52:-rt-55. 02 TW; (55.02 FS) 53.14 TW; 52-51 FS GB H=0.00' H=0.00' H=1-23' CASE "H" 25+79-85.24' LT 26+04.85-84.46' LT 12>--~- 54.94 TW; 54.69 FS 53.98 TW; 52.55 FS H=0.25' H=1.43' 25+75-80.86' LT JOIN EX. FS 54. 94 TW; (54.94 FS) H=0.00' 8.27% 8.30% E; ~wT -~ TSIG & coNc. BASE -----' 26+08.33-77.55' LT _,,,- ® 53. 06 J;W; 52. 38 FS/GB __.,---_.----H= 0. 68 ~ - I I 26+23.52-84.77' LT JOIN EX. CURB (52.71 TC; 52.14FL) SAWCUT LINE 0.25' FROM CURB FACE 5 6 26+18.26-75.42' LT 51.81 TC; (51.81 FL) L_ CF=0.00' ---- EX. CROSS GUTTER EX. SIDEWALK --,=~t---_'. EX. C&G~~--\1 26+81.66-90.63' LT JOIN EX. FS 53.25 TW; (53.25 FS) H=0.00' SAWCUT LINE~..... (3.22%) \ \ 26+ 76.72-90.16' LT JOIN EX. CURB -i (53.09 TC; 52.60 FL) 1 TS POST 26+79.59-81.27' LT 53.17 TC; (52.50 FL CF=0.67' EX. CROSSWALK CASE "H" 12Fc::==...-'-'----1 3l f-.. ..J [2 EX. SIDEWALK 27+28.00-92.96' LT JOIN EX. FS 55.89 TW; (55.89 FS) H=0.00' EX. C&G=t -----26+13.85-71.98' LT JOIN EX. C(!RB _(52.24 TC; 51. 71 FL) 26+14.31-72.24' LT -26+83.54-75.36' LT' ::::----·....,.~ ---52.24 TW/TC; (51. 72 FL) H=0.52' 52.46 TC; (52.46 FL) CF=0.00' EPIH=0.76' 29 DETAIL "J" NW RAMP AT JAMBOREE RD AND CENTERPOINTE INTERSECT/ON SCALE: 1 "=5 ' CITY OF NEWPORT BEACH 33+20.07-85.17' LT 55.05 FS/GB 33+18.01-83.39' LT 55.26 TC - -----.55.0L.ES,&B ---CF=0.25 33+06-84.84' LT JOIN EX. FS 55.87 TC; (55.87 FS) CF=0.00' 1 EHH 33+16.20-83.53' LT 55.36 TC 55.02 FS/GB CF=0.34' 21 1 TS POST 33+26.97-89.43' LT JOIN EX. FS (55.05 FS) 1 TRHH I -/ TS POST 1 ~I ~-;i d- ,... . SAWCUT LINE 33+30.29-85.58' LT JOIN EX. FS ~-.,,,--(55.18 FS)-- 33+32.64-86.02' LT JOIN EX. CURB (55.16 TC; 54.58 FL) SAWCUT LINE 0.25' FROM CURB FACE 33+31.81-83.83' LT 55.21 TC; (54. 54 FL) CF=0.67' 33+27.65-76.42' LT 54.36 TC; (54.36 FL) CF=0.00' -;/:--3-3+-17-.62---69.52' 54.17 FS/GB JOIN EX. CURB ~ I EX. C&G--(54.61 TC; 54.00 FL)-:/?'--r---~f~:--""i-;f'\S~~-~~5=4i.0=8 FS/GB 33+18.71-69.94' LI, I 54.67 TC; (54.00 FL) 33+24.84-73.56' LT CF=0.67' EX. CROSS GUTTER 54.28 TC; (54.28 FL) CF=0.00' DETAIL "L" NW RAMP AT JAMBOREE RD AND FAIRCHILD RD INTERSECT/ON SCALE: 1 "=5' CITY OF NEWPORT BEACH I 33+91.27-84.67 - - -JOIN EX. FS- (55.18 FS) I 33+83.73-85.18' LT JOIN EX. CURB (55. 02 TC; 54.49 FL) 33+84. 73-82.63' LT 54. 94 TC; ( 54. 44 FL) CF=0.50' sfwcuT LINE 1 TSIG '- 1-------1c---SAWCUT LINE 0.25''-----,,L---'.._-----;,'7'-- -FROM CURB FACE• --- 33+88.53-76.45' LT / 54.40 TC; (54~.40 FL) CF=0.00' CASE "H" 12 EX. CROSS GUTTER 33+91.37-73.63' LT I 54.32 TC; (54.32 FL) CF=0.00' 33+94.42-88.50' LT JOIN EX. FS 55.26 FS) ________ _ EX. SIDEWALK 34+00.18-69.W LT-E;;-C&GJ - JOIN EX. CURB • _ \__ (54.79 TC; 54.21 FL)---- 33+97.59-70.02' LT 54.88 TC; (54.21 FL) CF=0.67' DETAIL "M" NE RAMP AT JAMBOREE RD AND FAIRCHILD RD INTERSECT/ON SCALE: 1 "=5' CITY OF NEWPORT BEACH SHEET REVISED: 12/12/12 26+86.51-72.66' LT 52.40 TC; ( 52. 40 FL) CF=0.00' ~ 26+96.13-75.01' LT 53.46 TW; 53.46 FS H=0.00' • ~~~=---EX. CROSSWALK TS POST 1 51+31.63-98.05' LT J N EX. FS (5p.27 FS) 51+30.TQ-96.16' LT 53.28 Tf; 53.28 FS H=0.00' RE1 CURB 51+25.74-91.09' T / 53.38 TC; 52.75 S H=0.63' 51+21.93-87.85' LT 53.44 TC; 52.82 FS H=0.62' EX. R/W 1 51+13.64-82.14' LT .), 53.58 TC; (53.58 FS) / H=0.00' 51+11.64-81.59' LT JOIN EX. FS (53.61 F1/ _,, ... / ... / EX. CROSS GUTTER 26+93.12-69.32' LT _,....,.,- 53. 01 TC; (52.34 FL) CF=0.67' _ -- SAWCUT LINE 0.25' FROM CURB FACE 26+96.08-68.52' LT JOIN EX. CURB (52.96 TC; 52.32 FL) DETAIL "K" NE RAMP AT JAMBOREE RD AND CENTERPOINTE INTERSECTION SCALE: 1"=5' CITY OF NEWPORT BEACH EX. SIDEWALK EX. C&G 51 +35. 89-94.35' LT JOIN EX. C&G (53.15 TC; 52.50 FL) 51+34.62-92.80' LT 53.20 TC; 52.53 FL CF=0.67' 51+29.17-86.97' LT 52.65 TC; 52.65 FL CF=0.00' 52.85 FS EX. SIDEWALK 52+30.69-95.08' LT JOIN EX. C&G (53.17 TC; 52.61 FL) ~ 52+32.54-92.71' LT 53.29 TC; 52.62 FL CF=0.67' 52+38.22-86.66' LT 52.65 TC; 52.65 FL CF=0.00' \ \ 52+35.29-98.93' LT JOIN EX. FS (53.43 FS) 52+36.81-96. 9' LT 52.74 TC; 52. 4 FS •lj=a.oo· I RET. CUf?B 52+42.01-90.74' LT 53.41 TC; 52. 76 FS/GB H=0.65' 52+45.79-87.46' LT 53.41 TC; 52. 76 FS/GB ~o~· , EX. R/W 52+52.43-83.20 LT I 53.48 TC; 53.48 FS -.( H=0.00' ' GAS 52+55.36-82.32' LT JOIN EX. FS (53.54 TC/FS) 2 9 'X 5 ' ,--._,--._ ~------1 5 15 EX. SIDEWAL 51+14.66-76.40' LT JOIN EX. C&G (53.53 TC; 52.88 FL) ~ 51+16.41-77.38' LT 5 .5 TC; 52.85 FL CF=0.67'~ 51+25.44-83.64' LT 52. 72 TC; 52. 72 FL CF=0.00' DETAIL "N" z"" ( ( "-"-"' I I "' "'"' I I "'"' 52+41.99-83.37' LT 52.65 TC; 52.65 FL CF=0.00' .... .... TRHH 1 NW RAMP AT JAMBOREE RD AND BIRCH ST INTERSECT/ON SCALE: 1"=5' CITY OF NEWPORT BEACH I I "' I I / 52+ .68-78.00' LT 5 6 TC; 52.69 FL =0.67' CONSTRUCT/ON NOTES (_j) PROTECT IN PLACE. ® REMOVE EXISTING CONCRETE SIDEWALK/ACCESS RAMP. DETAIL •o• NE RAMP AT JAMBOREE RD AND BIRCH ST INTERSECT/ON SCALE: 1 "=5' CITY OF NEWPORT BEACH ® CONSTRUCT 6" TYPE "B" PCC CURB (CF VARIES, 6" MAX.) PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. SEE DETAIL "A" ON SHEU 2. @coNSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-A, 181-L-B, 181-L-C, & 181-L-D (CASE PER PLAN) AND PER DETAIL ON SHEU 4 & 5. @ RELOCATE PEDESTRIAN PUSH BUTTON AND PROVIDE NEW POST AND FOUNDATION PER CALTRANS STD. PLAN ES-7A. @ REMOVE AND REPLACE EXISTING PCC WITH 8" THICK PCC TO MEIT 5% GRADE IN FRONT OF CURB RAMP. SEE DETAIL "I" ON SHEU 4. @coNSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-180-L. @REMOVE EXISTING PCC CURB & GUTTER (LIMITS PER PLAN). fircoNSTRUCT 8" TYPE -~" PCC CURB & GUTTER PER CITY OF NEWPORT BEACH \!..Y DWG. NO. STD-182-L AND PER DETAIL "E" ON SHEU 2. @ CONSTRUCT CONCRETE SLOUGH WALL PER L.A. CO. STD. DWG. PLAN 6203-1. 7 6 5 4 3 2 1 AS-BU/LTS 12 NO. DATE REVISIONS ENGR. APPROV. 17/13 DATE /.fj) REMOVE AND REPLACE EXISTING AC FULL DEPTH TO MATCH EXISTING {6" MIN.) AND MEIT 5% MAX GRADE IN FRONT OF CURB RAMP. SEE DETAIL "H' ON SHEU 4. ® SAWCUT AND REMOVE EXISTING PCC CURB. @ CONSTRUCT 8" TYPE "B" PCC CURB PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. IRWD CODE 5791 @)ADJUST TRAFFIC SIGNAL HANDHOLE TO GRADE. RECORD DRAWINGS NEWPORT BEACH CONTRACT NO. C-5158 DRAWING NO. R-6031-S DATE DRAWN BY: DS 09/26/12 DATE DESIGNED BY: DS 09/26/12 DATE CHECKED BY: SH 09/26/12 PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HM,BO~ BLVD., SUITE 81 ,1 ilt,IAHEIM, Ci1 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE STREET IMPROVEMENT PLANS JAMBOREE ROAD CURB RAMP DETAILS CITY OF IRVINE PUBLIC WORKS DEPARTMENT ... ............ - PLAN CODE TX-04 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. SHEET 5 OF 1 6 II ~ > 59+81.77-109.65' LT JOIN EX. FS (50.59 TC; 50.59 FS) H=0.00' 59+79.72-106.21' LT 50.48 TC; 50.28 FS/GB H=0.20' RET. CURB 59+76.31-101.44' LT 50.19 TC; 49.99 FS/GB H=0.20' 59+ 73.71-98.39' LT 50.29 TC; 50.05 FS/GB H=0.24' CASE "B" 12·1------. 59+69.08-93.85' LT 50.72 TC; 50.53 FS/GB H=0.19' 59+65.99-91.31' LT JOIN EX. FS (50.83 TC; 50.83 FS) H=0.00' EX. R/W SAWCUT LIN£ 9+89.37-105.09' LT UOIN EX. C&G (50. 07 TC; 49.39 FL) 59+87.42-101.60' LT 50. 10 TC; 49. 43 FL C=0.67' /I ,, t;. • ..9 ~ "7 I I /I ;I SAWCUT LINE 29 TRHH 59+75.36-86.91' LT 50. 35 TC; 49. 68 FL CF=0.67' EX. SIDEWALK 9+ 72.31-84.32' LT JOIN EX. C&G (50. 37 TC; 49.75 FL) EXTRA SIDEWALK, EXTEND PARKWAY, INSTALL SPRINKLER ' / 'b / / o 0 0 Oo Oo 0 Oo ',,C./'--15::,., & SOD / ooo'boo OoOooOO ,,.__,,,....."'---_,,,.., DETAIL •p• NW RAMP AT JAMBOREE RD AND CAMPUS DR INTERSECT/ON SCALE: 1"=5' CITY OF NEWPORT BEACH ; 53.56 FL CF=0.39' SAWCUT LIN£ 0.25' FROM &X. FL (53.60 TC/FL) JOIN EX. FL CF=0.00' 1.85' DETAIL •s• 53.83 TC; 53.33 FL CF=0.50' 53.10 TC FL JOIN EX. FL CF=0.00' 53.66 TC; 53.16 FL CF=0.50' (53.69 TC; 53.22 FL) JOIN EX. C&G SAWCUT LINE (54.05 TC; 53.58 FL) JOIN EX. C&G 54. 09 TC; 53. 59 FL CF=0.50' ;I NE MEDIAN ISLAND AT JAMBOREE RD AND BIRCH ST INTERSECT/ON SCALE: 1 "=5 ' CITY OF NEWPORT BEACH LEGEND COLORED STAMPED CONCRETE SHEET REVISED: 12/12/12 7 6 5 4 3 2 NO. 1 DATE 33+07.88-56.14' RT 55.03 TC; (54.36 FL) CF=0.67' ~ C&G 33+06.16-55.12' RT • JOIN EX. CURB -I/ ===~~§(5~4;, 9~7~T::C; 54.34 FL) 1 TS POST I 1 TRHH ~ SAWCUT LIN£ "' "' "' EX. R/W ' "' ' "' A® "' 32+99.17-66.66' RT JOIN EX. FS ' (55.16 FS)~ 33+02.90-70.57' RT 55.24 s~ 33+05.66-73.46' RT 55.30 FS • DETAIL •o• EX. CROSS GUTTER I I I I I I 33+20.45-69.02' RT 55.12 TC; (54.45 FL) CF=0.67' SAWCUt LIN£ 0.25' ---FROM CURB FACE I 33+21.36-70.80' RT JOIN EX. CURB "I /(55.11 TC; 54.46 FL) TSIG 1 TRHH 1 33+09.43-77.41' RT JOIN EX. FS (55.38 FS) SIDEWALK EX. C&G SW RAMP AT JAMBOREE RD AND FAIRCHILD RD INTERSECT/ON (53.51 TC; 53.06 FL) JOIN EX. C&G 53.59 TC; 53.09 FL CF=0.50' EX. STRIPING 53.62 TC; 53.12 FL CF=0.50 EX. STRIPING (53.58 TC; 53.15 FL) JOIN EX. C&G EX. STRIPING SLSIG; fll=8" 1 AND FOUNDATION SCALE: 1"=5' CITY OF /RV/NE L=10.05' DETAIL •r 53.18 FL (53.57 TC; 53.03 FL) JOIN EX. C&G I 53.53 TC; 53.03 FL CF=0.50' 53.55 C; 53.05 FL CF=~50 (53.60 TC; 53.05 FL) JOI EX. C&G 1.0' ROLLED (53.57 TC JOIN EX. STAM CONCRETE TRHH NW MEDIAN ISLAND AT JAMBOREE RD AND BIRCH ST INTERSECT/ON SCALE: 1 "=5 ' CITY OF NEWPORT BEACH DATE DRAWN BY: DS 09/26/12 DATE DESIGNED BY: DS 09/26/12 AS-BUILTS 12 17/13 DATE REVISIONS ENGR. APPROV. DATE CHECKED BY: SH 09/26/12 EX. CROSS GUTTER I .s-,,. 0-. '.S-_:,. ~ ~ 1--------+--+--~-a C> o .. ~ < \ SAWCU'r L/NE 0.25' _ TYPE "1" 101---~ FROM CURB FACE ~---A 34+08.60-54.66' RT _ JOIN EX. CURB (55.15 TC;o4.W-Ft; EX. C&G SAWCUT LIN£ TSIG 1 I I ) I 33+94.09-68.31' RT 34+14.75-65.74' RT JOIN EX. FS 55.18 TC;\(54.51 FL) CF=0.67' I 33+93.18-70.10' RT JOIN EX. CURB (55.18 TC; 54.50 FL) I \ (55.45 FS) 34+10.54-69.71' RT 55.45 FS 34+07.63+72.46' RT 55.45 FS 34+03.63-76.23' RT SAWCUT LIN£ / JOIN EX. FS \ \ EX. SIDEWALK / / (55,45 FS) _.-1-r,r-EX. C&G /),' /~EX. R/W Ii ,, ,, DETAIL "R" SE RAMP AT JAMBOREE RD AND FAIRCHILD RD INTERSECT/ON SCALE: 1 "=5, CITY OF /RV/NE CONSTRUCT/ON NOTES CD PROTECT IN PLACE. ® REMOVE EXISTING CONCRETE SIDEWALK/ACCESS RAMP. @O CONSTRUCT CONCRETE SIDEWALK, ACCESS RAMP (TYPE I) INCLUDING DETECTABLE WARNING SURFACE PER CITY OF IRVINE STD. PLAN NO. 202 AND PER DETAIL "H" ON SHEET 4. @CONSTRUCT CONCRETE CURB & GUTTER TYPE "8-8" PER CITY OF /RV/NE STD. PLAN NO. 200. @coNSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-A, 181-L-B, 181-L-C, & 181-L-D (CASE PER PLAN) AND PER DETAIL ON SHEET 4 & 5. '13' FURNISH AND INSTALL TRUNCATED DOMES ON EXISTING CURB RAMP PER CITY OF v_.::; NEWPORT BEACH DWG. NO. STD-181-L-C-D AND PER DETAIL "G" ON SHEET 4. @coNSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH owe. NO. STD-180-L. @REMOVE EXISTING PCC CURB & GUTTER (LIMITS PER PLAN). @coNSTRUCT 8" TYPE "A" PCC CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND PER DETAIL "E" ON SHEET 2. @ SAWCUT AND REMOVE PORTION OF EXISTING PCC MEDIAN CURB AND STAMPED CONCRETE (LIMITS PER PLAN). @ CONSTRUCT 6" TYPE "B" PCC CURB (CF VARIES, 6" MAX.) PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. SEE DETAIL 'A" ON SHEET 2. @ REMOVE AND REPLACE EXISTING AC FULL DEPTH TO MATCH EXISTING {6" MIN). AND MEET 5% MAX GRADE IN FRONT OF CURB RAMP. SE£ DETAIL "H' ON SHEET 4. @ SAWCUT AND REMOVE EXISTING PCC CURB. (el CONSTRUCT 6" TYPE "C" PCC CURB & GUTTER PER CITY OF NEWPORT BEACH owe. NO. STD-183-L. @ CONSTRUCT 4" THICK MEDIAN COLORED STAMPED CONCRETE. JOIN EXISTING. SEE DETAIL "A" ON SHEET 2. @ ADJUST TRAFFIC SIGNAL HANDHOL£ TO GRAD£. IRWD CONSTRUCT/ON NOTES @ REMOVE AND REPLACE WITH NEW IRWD WATER VALVE CAN & LID TO GRADE PROVIDED BY IRWD PER IRWD STD owe W-22 (ALTERNATE). IRWD CODE 5791 RECORD DRAWINGS NEWPORT BEACH CONTRACT NO. C-5158 DRAWING NO. R-6031-S PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HM,BO~ BLVD., SUITE 81 •I ilt-lAHEIM, Ci1 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE STREET IMPROVEMENT PLANS JAMBOREE ROAD CURB RAMP DETAILS CITY OF IRVINE PUBLIC WORKS DEPARTMENT PLAN CODE TX-05 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. SHEET 6 OF 1 6 ,----------1~8~+~0=0~------,19+00 NOTES: 1. BEGIN AND END STATION FOR C&G AND SIDEWALK ARE APPROXIMATE STATIONINGS. NEW C&G AND SIDEWALK SHALL JOIN EXISTING AT THE NEAREST CONSTRUCT/ON/EXPANSION JOINT AS APPROVED BY AGENCY REPRESENTATIVE. 2. EXISTING SOUTHERLY TOP OF CURB PROF/LE, STATION 20+44.56 TO 25+78.50, IS BASED ON CITY OF NEWPORT BEACH CONTRACT #C-4071 "JAMBOREE WIDENING PROJECT." CONSTRUCT/ON NOTES 0) PROTECT IN PLACE. COLD MILL PAVEMENT OUTER 12' WIDE EOG£ OF PAVEMENT ®suRFACE TAPERING FROM o" TO 1-5/8" BELOW GUTTER LIP PER DETAIL "D" ON SHEET 2. 0coLD MILL PAVEMENT VARIABLE DEPTH o" TO 2", 20· WIDE PER DETAIL "B" ON SHEET 2. G)ROADWAY EXCAVATION FOR NEW STRUCTURAL SECTION PER DETAIL "C". ON SHEET 2. ® REMOVE EXISTING CONCRETE SIDEWALK/ACCESS RAMP. @coNSTRUCT 2" THICK ASPHALT RUBBER HOT MIX OVERLAY. ® CONSTRUCT 8" AC FULL DEPTH PAVEMENT SECTION. LEAVE 2" LOW FOR 2" THICK ARHM OVERLAY, PER DETAIL "C" ON SHEET 2. @coNSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-A, 181-L-8, 181-L-C, & 181-L-D (CASE PER PLAN) AND PER DETAIL ON SHEET 4 & 5. @coNSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-180-L. @ 2" GRIND EXISTING AC PAVEMENT. @ CONSTRUCT CONCRETE SLOUGH WALL PER L.A. CO. STD. DWG. PLAN 6203-1. ® ADJUST SEWER MANHOLE TO GRADE PER CITY OF NEWPORT BEACH DWG. NO. STD-401-L. @ ADJUST STORM DRAIN MANHOLE TO GRADE PER CITY OF /RV/NE STD. PLAN NO 307. i-:: f,....'. Cll UJ UJ ~ ts B cc @ ADJUST STORM DRAIN MANHOLE TO GRADE PER CITY " OF NEWPORT BEACH DWG. NO. STD-307-308-L. "-@ ADJUST ELECTRIC VAULT TO GRADE (WORK DONE BY SC£). EXIST. R/W II "' w 5 Q ADJUST TELEPHONE MANHOLE TO GRAD£ '<::;I (WORK DONE BY AT&T). @ ADJUST TELEPHONE MANHOLE TO GRADE (WORK DONE BY ABOVENET). IRWD CONSTRUCTION NOTES ~ ADJUST IRWD SEWER MANHOLE TO GRADE PER '\"'I IRWD STD. DWG. S-1 (ALTERNATE). r,;-:e. ADJUST WATER PRESSURE REDUCING VALVE MANHOLE '\c..'/ TO GRADE PER IRWD STD. DWG. S-1 (ALTERNATE). ~REMOVE AND REPLACE WITH NEW IRWD WATER VALVE CAN & LID TO ~ GRADE PROVIDED BY IRWD PER IRWD STD DWG W-22 (ALTERNATE). SHEET REVISED: 12/12/12 7 6 5 4 3 2 NO. DATE 20+00 AS-BU/LTS REVISIONS II - -~ ~ ~ ~ 21+00 mm ii 22+00 DRAWN BY: DS DESIGNED BY: DS 12/17/13 ENGR. APPROV. DATE CHECKED BY: SH DATE 09/26/12 DATE 09/26/12 DATE 09/26/12 ~ II ~ ~ li ~ 23+00 24+00 IRVINE RANCH WATER DISTRICT APPROVAL OF WATER & SEWER FACILITIES CODE 5791, PROJECT NO. 2155, 2145 APPROVED BY: DATE SUPER',1SED BY: DATE DATE ii II . ~ jj ~ ii ~ ~ §t !a E ~ ~ ~ E ~ ~ ~ mH II ffi ~ ~ 25+00 26+00 PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE ~oi:P,B,9FILE S ~ALES ~@ S HlSRIZ.: 1" 40' VERT.: 1 "-4' 50 27+00 28+00 IRWD CODE 5791 NEWPORT BEACH CONTRACT NO. DRAWING NO. C-5158 R-6031-S STREET IMPROVEMENT PLAN & PROFILE JAMBOREE ROAD FROM MACARTHUR BLVD. TO CAMPUS DRIVE STA. 19+22.81 TO STA. 29+00.00 CITY OF IRVINE PUBLIC WORKS DEPARTMENT 29+00 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. SHEET 7 OF 1 6 II "' w 5 --i I ffl fi 29+00 30+00 CD PROTECT IN PLACE, 0 COLD MILL PAVEMENT OUTER 12' WIDE EDGE OF PAVEMENT SURFACE TAPERING FROM O" TO 1-5/8" BELOW GUTTER LIP PER DETAIL "D" ON SHEET 2. © ROADWAY EXCAVATION FOR NEW STRUCTURAL SECTION PER DETAIL "c" ON SHEET 2. 0 REMOVE EXISTING CONCRETE SIDEWALK/ACCESS RAMP. ® CONSTRUCT 2" THICK ASPHALT RUBBER HOT MIX OVERLAY. ® CONSTRUCT 8" AC FULL DEPTH PAVEMENT SECTION. LEAVE 2" LOW FOR 2" THICK ARHM OVERLAY, PER DETAIL "c" ON SHEET 2. @coNSTRUCT 12" AC FULL DEPTH PAVEMENT SECTION. LEAVE 2" LOW FOR 2" THICK ARHM OVERLAY, PER DETAIL "C" ON SHEET 2. @coNSTRUCT CONCRETE SIDEWALK, ACCESS RAMP (TYPE I) INCLUDING DETECTABLE WARNING SURFACE PER CITY OF /RV/NE STD. PLAN NO. 202 AND PER DETAIL "H" ON SHEET 4. @coNSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG, NO, STD-I 81-L -A. 181-L-B, 181-L-C, & 181-L-D (CASE PER PLAN) AND PER DETAIL ON SHEET 4 & 5. @coNSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-180-L. @REMOVE EXISTING PCC CURB & GUTTER (LIMITS PER PLAN). SHEET REVISED: 12/12/12 • ~ 31+00 32+00 7 6 5 4 3 2 Ii\ AS-BU/LTS NO. DATE REVISIONS ~ • 33+00 -~ ~-~ ~ 34+00 ~ ~ 35+00 f-.. gJ Q 13 Vi Cl " ,.,...., 4 >--< 6 >-< -~ 36+00 8 0 Cl + ~ IRWD CONSTRUCTION NOTES JO ~ ADJUST IRWD SEWER MANHOLE TO GRADE PER ~ IRWD STD. DWG. S-1 (ALTERNATE). @ REMOVE AND REPLACE WITH NEW IRWD WATER VALVE CAN & LID TO GRADE PROVIDED BY IRWD PER IRWD STD DWG W-22 (ALTERNATE). JAMBOREE ROAD DRAWN BY: DESIGNED BY: 12/17/13 ENGR. APPROV. DATE CHECKED BY: DATE DS 09/26/12 DATE DS 09/26/12 DATE SH 09/26/12 IRVINE RANCH WATER DISTRICT APPROVAL OF WATER & SEWER FACILITIES CODE 5791, PROJECT NO. 2155, 2145 APPROVED BY: DATE SUPER',1SED BY: DATE DATE m • 37+00 a; ,l: f--' ~ (/J ' • x ~ UJ (/J ~ ~ ~ 38+00 f-tJ gJ 2: Q ~ 13 f--' Vi (/J tj ~ • ~ 39+00 ~ . . ~ ~ .. - ~ ~ ~ ~ ~ ~ 40+00 PROFILE SCALES HORIZ.: 1" 40' VERT.: 1 "-4' PAVEMENT LEGEND ~ ~ u:::a [~5i~L:,I LIMITS OF 2" ARHM OVERLAY REMOVE 6" OF EXISTING AC/AB AND REPLACE WITH 6" AC PLUS 2" ARHM OVERLAY (FINAL) REMOVE 10" OF EXISTING AC/AB AND REPLACE WITH 1 o· AC PLUS 2" ARHM OVERLAY (FINAL) NEW PCC SIDEWALK/PAVEMENT 40 ""'"-IC- GRAPHIC SCALE a 20 40 liiiiiiiiiiiiiiil~I 1" = 40' PLAN CODE ST-02 BO ~-------------1 I IRWD CODE 5791 PLAN CHECK NO. 552001-EMC RECORD DRAWINGS NEWPORT BEACH CONTRACT NO. DRAWING NO. C-5158 R-6031-S CIP NO. 311301 PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE STREET IMPROVEMENT PLAN & PROFILE JAMBOREE ROAD FROM MACARTHUR BLVD. TO CAMPUS DRIVE STA. 29+00.00 TO STA. 40+00.00 CITY OF IRVINE PUBLIC WORKS DEPARTMENT PROJECT NO. SHEET 8 OF 1 6 II "' w 5 ffi m ffl Ill ~ ~ ii ' I ; ffl ~ -.~ -• 40+00 41+00 CONSTRUCT/ON NOTES 0 PROTECT IN PLACE. 1 1---o:i ..J °' -:::, ~ (.) 0 COLD MILL PAVEMENT OUTER 12' WIDE EDGE OF PAVEMENT SURFACE TAPERING FROM O" TO 1-5/8" BELOW GUTTER LIP PER DETAIL "D" ON SHEET 2. 0 ROADWAY EXCAVATION FOR NEW STRUCTURAL SECTION PER DETAIL ''C". ON SHEET 2. ® CONSTRUCT 2" THICK ASPHALT RUBBER HOT MIX OVERLAY. ® CONSTRUCT 8" AC FULL DEPTH PAVEMENT SECTION. LEAVE 2" LOW FOR 2" THICK ARHM OVERLAY, PER DETAIL "C" ON SHEET 2. ® CONSTRUCT 12" AC FULL DEPTH PAVEMENT SECTION. LEAVE 2" LOW FOR 2" THICK ARHM OVERLAY, PER DETAIL "C" ON SHEET 2. @REMOVE EXISTING PCC CURB & GUTTER (LIMITS PER PLAN). ~CONSTRUCT 8" TYPE "A" PCC CURB & GUTTER PER CITY I!.!) OF NEWPORT BEACH DWG. NO. STD-I 82-L AND PER DETAIL "E" ON SHEET 2. @ 2" GR/NO EXISTING AC PAVEMENT. ® ADJUST SEWER MANHOLE TO GRADE PER CITY OF NEWPORT BEACH DWG. NO. STD-401-L. @ ADJUST STORM DRAIN MANHOLE TO GRADE PER CITY OF NEWPORT BEACH DWG. NO. STD-307-308-L. @ADJUST TELEPHONE MANHOLE TO GRADE (WORK DONE BY AT&T). SHEET REVISED: 12/12/12 ~ ~ ~ - ~ i'l I . • - 42+00 43+00 IRWD CONSTRUCT/ON NOTES r,;;:i.. ADJUST IRWD SEWER MANHOLE TO GRADE PER ~ IRWD STD. DWG. S-1 (ALTERNATE). ~ REMOVE AND REPLACE WITH NEW IRWD WATER VALVE 'i!3 CAN & LID TO GRADE PROVIDED BY IRWD PER IRWD STD DWG W-22 (ALTERNATE). RECORD DRAWINGS 7 6 5 4 3 2 Ii\ AS-BU/LTS NO. DATE REVISIONS ~ ~ IE - 44+00 NOTE: 1. tffi ~ ffi ~ m ~ ~ ~ 45+00 BEGIN AND END STATION FOR C&G AND SIDEWALK ARE APPROXIMATE STATIONING$. ~ 46+00 NEW C&G AND SIDEWALK SHALL JOIN EXISTING AT THE NEAREST CONSTRUCTION/EXPANSION JOINT AS APPROVED BY AGENCY REPRESENTATIVE. ffi ~ E~-t:~:~~,I II • • ~ - 47+00 48+00 LIMITS OF 2 • ARHM OVERLAY REMOVE 6" OF EXISTING AC/AB AND REPLACE WITH 6" AC PLUS 2" ARHM OVERLAY (FINAL) REMOVE 1 O" OF EXISTING AC/AB AND REPLACE WITH 10" AC PLUS 2" ARHM OVERLAY (FINAL) NEW PCC SIDEWALK/PAVEMENT 49+00 ii'.i 40 !is! ffl 50+00 GRAPHIC SCALE 0 20 40 80 ffi 51+00 PROFILE SCALES HORIZ.: 1" 40' VERT.: 1 "-4' IRWD CODE 5791 PLAN CODE ST-03 PLAN CHECK NO. 552001-EMC 2. ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. ~IL-I I I I NEWPORT BEACH CONTRACT NO. DRAWING NO. CIP NO. 311301 DRAWN BY: DESIGNED BY: 12/17/13 ENGR. APPROV. DATE CHECKED BY: DATE DS 09/26/12 DATE DS 09/26/12 DATE SH 09/26/12 IRVINE RANCH WATER DISTRICT APPROVAL OF WATER & SEWER FACILITIES CODE 5791, PROJECT NO. 2155, 2145 APPROVED BY: DATE SUPER',1SED BY: DATE DATE PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE 1" = 40' C-5158 R-6031-S STREET IMPROVEMENT PLAN & PROFILE JAMBOREE ROAD FROM MACARTHUR BLVD. TO CAMPUS DRIVE STA. 40+00.00 TO STA. 51 +00.00 CITY OF IRVINE PUBLIC WORKS DEPARTMENT PROJECT NO. SHEET 9 OF 1 6 II "' w 5 PAVEMENT LEGEND [ZZ] ~ [~.fii~~~ .. 1 LIMITS OF 2" ARHM OVER/A Y REMOVE 6" OF EXISTING AC/AB AND REPLACE WITH 6" AC PLUS 2" ARHM OVERLAY (FINAL) REMOVE 10" OF EXISTING AC/AB AND REPLACE WITH 10• AC PLUS 2" ARHM OVERLAY (FINAL) NEW PCC SIDEWALK/PAVEMENT o· TO 2" GRIND 2" ARHM OVERLAY CONSTRUCT/ON NOTES CD PROTECT IN PLACE. 0 COLD MILL PAVEMENT OUTER 12' WIDE EDGE OF PAVEMENT SURFACE TAPERING FROM O" TO 1-5/8" BELOW GUTTER LIP PER DETAIL "D" ON SHEET 2. 0 COLD MILL PAVEMENT VARIABLE DEPTH O" TO 2", 20' WIDE PER DETAIL "B" ON SHEET 2. 0 ROADWAY EXCAVATION FOR NEW STRUCTURAL SECTION PER DETAIL •c• ON SHEET 2. ® REMOVE EXISTING CONCRETE SIDEWALK/ACCESS RAMP. 0 CONSTRUCT 2" THICK ASPHALT RUBBER HOT MIX OVERLAY. '7\ COLD MILL PAVEMENT VARIABLE DEPTH O" TO 2", 20' WIDE ~ PER DETAIL "F" ON SHEET 2. ® CONSTRUCT 8" AC FULL DEPTH PAVEMENT SECTION. LEAVE 2" LOW FOR 2" THICK ARHM OVERLAY, PER DETAIL "c" ON SHEET 2. ® CONSTRUCT 12" AC FULL DEPTH PAVEMENT SECTION. LEAVE 2" LOW FOR 2" THICK ARHM OVERLAY, PER DETAIL "C" ON SHEET 2. @coNSTRUCT CONCRETE SIDEWALK, ACCESS RAMP (TYPE I) INCLUDING DETECTABLE WARNING SURFACE PER CITY OF /RV/NE STD. PLAN NO. 202 AND PER DETAIL "H" ON SHEET 4. @coNSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-A, 181-L-B, 181-L-C, & 181-L-D (CASE PER PLAN) AND PER DETAIL ON SHEET 4 & 5. @FURNISH AND INSTALL TRUNCATED DOMES ON EXISTING CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-C-D AND PER DETAIL "G" ON SHEET 4. @FURNISH AND INSTALL TRUNCATED DOMES ON EXISTING CURB RAMP PER [IT,Y OF !RV/NE STD. PLAN NO. 202 AND PER DETAIL 'G' ON SHEET 4. @ CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-180-L. @ REMOVE EXISTING PCC CURB & GUTTER (LIMITS PER PLAN). @ CONSTRUCT 8" TYPE 'i\" PCC CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND PER DETAIL "E" ON SHEET 2. @ 2" GRIND EXISTING AC PAVEMENT. Q REMOVE AND REPLACE EXISTING AC FULL DEPTH TO MATCH EXISTING 'EY (6" MIN.) AND MEET 5% MAX GRADE IN FRONT OF CURB RAMP. SEE DETAIL "H" ON SHEET 4. ® ADJUST SEWER MANHOLE TO GRADE PER CITY OF NEWPORT BEACH DWG. NO. STD-401-L. ® ADJUST STORM DRAIN MANHOLE TO GRADE PER CITY OF NEWPORT BEACH DWG. NO. STD .30 7 .308 L. SHEET REVISED: 12/12/12 ~ ~ ~ r,;:i.. ADJUST IRWD SEWER MANHOLE TO GRADE PER ~ IRWD STD. DWG. S-1 (ALTERNATE). ~ ff r,::i,,_ REMOVE AND REPLACE WITH NEW IRWD WATER VALVE CAN & LID TO GRADE ~ PROVIDED BY IRWD PER IRWD STD DWG W-22 (ALTERNATE). 7 6 5 4 3 2 AS-BU/LTS NO. DATE REVISIONS = ENGR. m filla ffl ~ ffl ij ~ ffl ~ ~ ~ RECORD DRAWINGS DRAWN BY: DS DESIGNED BY: OS 12/17/1.3 APPROV. DATE CHECKED BY: SH DATE 09/26/12 DATE 09/26/12 DATE 09/26/12 IRVINE RANCH WATER DISTRICT APPROVAL OF WATER & SEWER FACILITIES CODE 5791, PROJECT NO. 2155, 2145 APPROVED BY: DATE SUPER',1SED BY: DATE DATE to: ft i I !i1t l§i ~ ~ ~ ~ ~ ~ ii ~ PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE I i m ~ "" ffl ~ ~ ffl • 11111111 ffl PROFILE SCALES HORIZ.: 1" 40' RT VERT.: 1 "-4' 40 ~--GRAPHIC SCALE 0 20 40 1 ... 1~ 1 1" = 40' 61+00 NEWPORT BEACH CONTRACT NO. DRAWING NO. 80 I C-5158 R-6031-S STREET IMPROVEMENT PLAN & PROFILE JAMBOREE ROAD FROM MACARTHUR BLVD. TO CAMPUS DRIVE STA. 51+00.00 TO STA. 60+98.76 CITY OF IRVINE PUBLIC WORKS DEPARTMENT 62+00 552001-EMC CIP NO. 311301 PROJECT NO. SHEET 10 OF 1 6 II ~ > SHEET REVISED: 12/12/12 PAVEMENT LEGEND ~ ~ LIMITS OF 2" ARHM OVERLAY REMOVE: 6" OF EXISTING AC/AB AND REPLACE WITH 6" AC PLUS 2" ARHM OVERLAY (FINAL) _,,,,, GRAPHIC SCALE 20 0 10 20 40 ~IIF-1--1~1---I 1" = 20' 7 6 5 4 3 2 1 1 AS-BU/LTS NO. DATE ~ / / ~-L _... L== .·• REVISIONS 12 17/13 ENGR. APPROV. DATE MACARTHUR BL VD. DATE DRAWN BY: DS 09/26/12 DATE DESIGNED BY: DS 09/26/12 DATE CHECKED BY: SH 09/26/12 RECORD DRAWINGS IRWD CODE 5791 NEWPORT BEACH CONTRACT NO. DRAWING NO. C-5158 R-6031-S PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HM,BO~ BLVD., SUITE 81 •I ill•IAHEIM, Ci1 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE STREET IMPROVEMENT PLANS JAMBOREE ROAD/MACARTHUR BLVD. INTERSECTION GRID GRADE CITY OF IRVINE PUBLIC WORKS DEPARTMENT PLAN CODE ID-01 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. SHEET 1 1 OF 1 6 II ~ > SHEET REVISED: 12/12/12 JA A LJ PAV£M£NT L£G£ND ~ ~ LIMITS OF 2" ARHM OVERLAY REMOVE 6" OF EXISTING AC/AB AND REPLACE WITH 6" AC PLUS 2" ARHM OVERLAY (FINAL) NEW PCC SIDEWALK/PAVEMENT 20 KOLL CENTER ii I : \\ I _LI_ GRAPHIC SCALE 0 10 20 40 ~--1--1~1---I 1" = 20' 7 6 5 4 3 2 1 NO. " " 0 ------- EXIST. R/W -------- ------ DATE DRAWN BY: DS 09/26/12 DATE DESIGNED BY: DS 09/26/12 1 AS-BU/LTS 12 17/13 DATE DATE REVISIONS ENGR. APPROV. DATE CHECKED BY: SH 09/26/12 ------ ----- ~ I I I _JG_ 1 • ... 1 I \ I --_J --- --- r--7 \ \ ) ( I I 11 11 1\11 II 'Ill II I ( I I 11 FAIRCHILD ROAD J ------ EXIST. R/W RECORD DRAWINGS IRWD CODE 5791 NEWPORT BEACH CONTRACT NO. DRAWING NO. C-5158 R-6031-S PLAN PREPARED BY: STREET IMPROVEMENT PLANS JAMBOREE ROAD/CENTERPOINTE JAMBOREE ROAD/FAIRCHILD ROAD INTERSECTION GRID GRADE ONWARD ENGINEERING 300 S. HM,BO~ BLVD., SUITE 81 •I ilt,IAHEIM, Ci1 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE CITY OF IRVINE PUBLIC WORKS DEPARTMENT PLAN CODE ID-02 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. SHEET 12 OF 1 6 JA II ~ > SHEET REVISED: 12/12/12 ------------ ----:-=EXIST. R/W -~ ~---'{_'------- PAVEMENT LEGEND ~ ~ [II] n LIMITS OF 2" ARHM OVER/A Y REMOVE 6" OF EXISTING AC/AB AND REPLACE WITH 6" AC PLUS 2" ARHM OVERLAY (FINAL) REMOVE 10• OF EXISTING AC/AB AND REPLACE WITH 1 0" AC PLUS 2" ARHM OVERLAY (FINAL) NEW PCC SIDEWALK/PAVEMENT LIMITS OF 2" GRIND AND 2• ARHM OVERLAY o• TO 2" GRIND 2• ARHM OVERLAY r I I I I /1! I '; BIRCH STREET ' ' 20 ~-- I I GRAPHIC SCALE 0 10 20 1--1~ I 1" = 20' 40 I I I \ ' \ \\\ 7 6 5 4 3 2 1 NO. \ I EX/ST. R/W ---------- -- 0 0 1 AS-BU/LTS 12 17/13 DATE REVISIONS ENGR. APPROV. DATE , / ----_.,,,,. JA 0 0 [2] DATE DRAWN BY: DS 09/26/12 DATE DESIGNED BY: DS 09/26/12 DATE CHECKED BY: SH 09/26/12 CAMPUS DRIVE ROAD s:) ~"-/ . ../~~:;: -~--= ~--= ~ • & . 2 I ~ J' \\• J' : ·s o. . , ·& J' , o I) 0 ---~.,.,,. ":J I ":.J~ v I 0 I Y_.) / '.._o--W = •• I / 11 11 I I I CAMPUS DRIVE RECORD DRAWINGS IRWD CODE 5791 NEWPORT BEACH CONTRACT NO. DRAWING NO. PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HM,BO~ BLVD., SUITE 81 •I ilt,IAHEIM, Ci1 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE C-5158 R-6031-S STREET IMPROVEMENT PLANS JAMBOREE ROAD/BIRCH STREET JAMBOREE ROAD/CAMPUS DRIVE INTERSECTION GRID GRADE CITY OF IRVINE PUBLIC WORKS DEPARTMENT PLAN CODE ID-03 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. SHEET 13 OF 1 6 II ~ > SHEET REVISED: 12/12/12 CITY OF NEWPORT BEACH SIGNING AND STRIPING GENERAL NOTES: 1. TRAFFIC STRIPES, TRAFFIC SIGNING, PAVEMENT LEGENDS, MARKINGS, AND RAISED PAVEMENT MARKERS SHALL CONFORM TO THE FOLLOWING: 2012 CALIFORNIA MUTCO AND THE 2010 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 SANDBLAST OF CONFLICTING STRIPING. 3. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTOR/ZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALK 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. TYPE IV) WITH PROTECTIVE OVERLAY FILM. 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 THE 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. CITY OF IRVINE SIGNING AND STRIPING GENERAL NOTES: 1. SIGNING AND STRIPING SHALL CONFORM TO PART 2 SIGNS & PART 3 MARKINGS OF THE CA-MUTCD AND ANY ADDENDUM THERETO OR LATEST EDITION AND THESE PLANS AND CONTRACT SPECIAL PROVISIONS. 2. DETAIL 9 LANE LINE STRIPING PATTERN IN PART 3 MARKINGS SHALL BE USED ON ALL MULTILANE STREETS REGARDLESS OF STREET DESIGN SPEED. 3. PAVEMENT LEGENDS SHALL MATCH THE CITY STENCILS (HAWKINS STENCILS OR APPROVED EQUAL). 4. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTOR/ZED AND APPLIED IN TWO COATS PAINT. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COATS. 5. ALL CONFLICTING STRIPINGS, PAVEMENT MARKINGS, AND CURB PAINT SHALL BE REMOVED BY WET SAND BLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. 6. PAVEMENT DAMAGED DUE TO REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE AGENCY REPRESENTATIVE. 7. THE CONTRACTOR SHALL CONTACT THE CITY OF /RV/NE INSPECTION SERVICES FOR INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 8. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. IF CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE CITY OF /RV/NE INSPECTION SERVICES SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 9. ALL TRAFFIC CONTROL WORK FOR CONSTRUCT/ON SHALL CONFORM TO PART 6-TEMPORARY TRAFFIC CONTROL OF THE CA-MUTCD, ANY ADDENDUMS TO OR LATEST EDITION AND ALL O.S.H.A. REQUIREMENTS. 10. THE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 11. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC WHILE WORKING IN THE STREET. 12. ADDITIONAL TRAFFIC CONTROL DEVICES MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY INSPECTOR/REPRESENTATIVES TO ASSURE PUBLIC SAFETY AT ALL TIMES. 13. THE CONTRACTOR SHALL UTILIZE A FLAGMAN DURING CONSTRUCTION WORK AS DEEMED NECESSARY BY THE AGENCY REPRESENTATIVE. 14. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURE ON ARTERIAL STREETS. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE AGENCY REPRESENTATIVE PRIOR TO FINAL INSTALLATION. 15. CROSSWALK SHALL CONFORM TO TO THE CITY STANDARD PLAN NO. 203. 16. ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH PROTECTIVE OVERLAY FILM. 17. ALL SIGN POSTS SHALL BE 4"X4" REDWOOD STAINED "IRVINE BROWN" PER THE CITY OF /RV/NE REQUIREMENTS. 18. CITY OF /RV/NE SPECIAL SIGN R26EB SHALL BE INSTALLED ON "U" CHANNEL POST OR ON STREET LIGHT POLE. 19. ADVANCED STREET NAME SIGNS AND STREET NAME SIGNS SHALL BE SILVER LETTERS WITH "/RV/NE BROWN" BACKGROUND. 20. BLUE RAISED REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED ADJACENT TO ALL EXISTING FIRE HYDRANTS IN ACCORDANCE WITH CA-MUTCD. 7 6 5 4 3 SIGNING AND STRIPING LEGEND: p EXISTING SIGN (ONE POST) 00 EXISTING TRAFFIC LOOP (12') EXISTING WIDTH 12' PROPOSED WIDTH CONSTRUCTION NOTES Ci) PAINT WHITE PAVEMENT MARKING AS SHOWN PER CITY OF fRVfNE STENCIL, (HAWKINS OR EQUIVALENT) 0 PAINT 50' SOLID WHITE 4" INTERSECTION LEAD-IN/LEAD-OUT LINE. 0 PAINT WHITE 12" CROSSWALK/LIMIT LINE PER CITY OF fRVfNE STD. PLAN 203. 0 PAINT 4" BROKEN WHITE LANE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 9. 0 PAINT SOLID WHITE 8" CHANNELIZING LINE PER 2012 CA-MUTCD FIGURE 3A. DETAIL 38. 0 PAINT WHITE PAVEMENT LEGEND AS SHOWN PER CITY OF /RV/NE STENCIL, (HAWKINS OR EQUIVALENT) 0 PAINT SOLID WHITE 6" BIKE LANE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 39. 0 PAINT SOLID WHITE 12" WIDE CHEVRON MARKINGS AT 20' ON CENTER @ 45". 0 PAINT 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER 2012 CA-MUTCD FIGURE 3A, DETAIL 29. @PAINT BROKEN WHITE 8" LANE DROP LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 378. ® PAINT 4" WHITE LANE LINE EXTENSIONS PER 2012 CA-MUTCD FIGURE 3A, DETAIL 40. @PAINT 4" BROKEN WHITE LANE LINE WITH CERAMIC MARKERS OVERLAYED PER 2012 CA-MUTCD FIGURE 3A, DETAILS 12 AND 13. @) PAINT 4" SOLID DOUBLE YELLOW LEFT EDGE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 27. @ PAINT 4" SOLID DOUBLE YELLOW NO PASSING ZONES -TWO DIRECTIONS PER 2012 CA-MUTCD FIGURE 3A, DETAIL 22. @PAINT 4" WHITE RIGHT EDGE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL ,;;-.. 27B. '-!.:!.) PAINT SKIP WHITE 6" BIKE LANE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 39A ~ INSTALL LEFT EDGELINE MARKERS PER 2012 CA-MUTCD FIGURE 3A, DETAIL I.!.!) 26 @ PAINT SOLID WHITE 8" CHANNELIZING LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 38. @ INSTALL W3-3 SIGN AND POST PER 2012 CA-MUTCD SECTION 2C.36. @ INSTALL W11-1 SIGN AND POST PER 2012 CA-MUTCD SECTION 2C.49. @ INSTALL AND MOUNT WI 6-1 SIGN ON POST PER 2012 CA-MUTCD SECTION 98.18. ~ INSTALL AND MOUNT W4-2(R) SIGN ON POST PER 2012 CA-MUTCD 'e!J SECTION 2C.42. 0 EXISTING TRAFFIC SIGNAL DETECTOR LOOPS TO BE ABANDONED. @ REMOVE & REPLACE TRAFFIC SIGNAL DETECTOR (TYPE E) @ REMOVE & REPLACE TRAFFIC SIGNAL DETECTOR (MODIFIED TYPE E) ® INSTALL AND CONNECT VIDEO DETECTION SYSTEM EQUf PM ENT (ITERIS VANTAGE EDGE2) AND CAMERAS PER SECTION 104 -TRAFFIC SIGNALS AND THE TECHNICAL PROVISIONS. @ REMOVE EXISTING CONFLICTING STRIPING PER APPROVED METHOD. © EXISTING STRIPING/SIGN TO REMAIN. DRAWN BY: DS DATE 09/26/12 2 1-----+-~---+------------------1---+----+------< DESIGNED BY: 1 /i\ DS DATE 09/26/12 AS-BUILTS NO. DATE REVISIONS ENGR. 12/17/13 APPROV. DATE CHECKED BY: SH DATE 09/26/12 PLAN PREPARED BY: TRAFFIC LOOP ADVANCE DETECTOR NOTES: 1. CONTRACTOR SHALL REMOVE AND REPLACE ALL EXISTING ADVANCE DETECTION INDUCTIVE LOOPS AT ALL INTERSECTIONS AND ALL INDUCTIVE LOOPS AT CAMPUS AVENUE THAT ARE DAMAGED OR REMOVED DURING CONSTRUCT/ON USING THE MOST RECENT CITY OF fRVfNE TRAFFIC STANDARDS AND SHALL COORDINATE WITH THE CITY REGARDING LOCATION AND PHASING. CONTRACTOR SHALL INSTALL ALL INDUCTIVE LOOPS TO THE SATISFACTION OF THE CITY INSPECTOR. 2. ALL INDUCTIVE LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO TURNING ON OF THE TRAFFIC SIGNALS. 3. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE 6' DIAMETER. TYPE E PER CALTRANS STANDARD PLAN ES-5A & ES-58, WITH 10' SPACING IN THE DIRECTION OF TRAVEL. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS. 4. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE DONE IN CONFORMANCE WITH THE MOST RECENT VERSION OF SECTION 104 -TRAFFIC SIGNALS, OF THE CITY OF /RV/NE DESIGN MANUAL. 5. ALL INDUCTIVE LOOPS SHALL BE PLACED PRIOR TO PLACEMENT OF THE FINAL LIFT OF AC PAVEMENT. NOTE: CONTRACTOR TO VERIFY CURRENT LOOP PHASING DESIGNATION PRIOR TO REMOVING EXISTING LOOPS. NEW LOOPS ARE TO BE INSTALLED PER EXISTING PHASING. IRWD CODE 5791 RECORD DRAWINGS NEWPORT BEACH CONTRACT NO. DRAWING NO. C-5158 R-6031-S ONWARD ENGINEERING 300 S. HM,BO~ BLVD., SUITE 81 •I ilt,IAHEIM, Ci1 92805 SIGNING AND STRIPING PLAN JAMBOREE ROAD GENERAL NOTES, CONSTRUCTION NOTES, AND LEGEND T: (714) 533-3050 F: (714) 808-1270 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE CITY OF IRVINE PUBLIC WORKS DEPARTMENT PLAN CODE PD-01 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. 552001-EMC SHEET 14 OF 1 6 UNIT CHANNEL DETECTOR UNIT CHANNEL DETECTOR 1 ϭͲƆϭ 1 ϲͲƆϴ 2 ϮͲƆϭ 2 FUT 1 ϯͲƆϭ 1 FUT 2 ϰͲƆϭ 2 FUT 1 ϱͲƆϮ 1 ϭͲƆϮ 2 ϲͲƆϮ 2 FUT 1 ϳͲƆϮ 1 ϮͲƆϮ 2 ϴͲƆϮ 2 FUT 1 ϭͲƆϯ 1 ϯͲƆϮ 2 ϮͲƆϯ 2 FUT 1 ϯͲƆϯ 1 ϰͲƆϮ 2 ϰͲƆϯ 2 FUT 1 ϰͲƆϰ 1 ϭͲƆϰ 2 ϱͲƆϰ 2 FUT 1 ϲͲƆϰ 1 ϮͲƆϰ 2 FUT 2 FUT 1 FUT 1 ϯͲƆϰ 2 FUT 2 FUT 1 ϭͲƆϱ 1 ϭͲƆϲ 2 ϮͲƆϱ 2 FUT 1 ϯͲƆϱ 1 ϮͲƆϲ 2 ϰͲƆϱ 2 FUT 1 ϱͲƆϲ 1 ϯͲƆϲ 2 ϲͲƆϲ 2 FUT 1 ϳͲƆϲ 1 ϰͲƆϲ 2 ϴͲƆϲ 2 FUT 1 ϭͲƆϳ 1 ϭͲƆϴ 2 ϮͲƆϳ 2 FUT 1 ϯͲƆϳ 1 ϮͲƆϴ 2 ϰͲƆϳ 2 FUT 1 ϰͲƆϴ 1 ϯͲƆϴ 2 ϱͲƆϴ 2 FUT K12 K13 K14 SENSOR SCHEDULE K6 K7 K8 K9 K10 K11 J8 J9 K1 K2 K3 K4 K5 J4 J5 J6 J7 I7 I8 I9 J1 J2 J3 I1 I2 I3 I4 I5 I6 II ~ > - -__ 1..l~X~T~ • 1/ ~YP) • === ·-~ @~ ::::---; 5 CONSTRUCTION NOTES Lu .,, ~ e:: 20+ 0 . . : ... . . . . . . . . _E:A)° .·: ·;:· :: . . . . . lu --= ,- 1 '-/ "-I ~: zvNEW ;:s~;N~ //.1/ /,//,1/ lu EXIST. MEDIAN CURB~"'-::::---~ - - ---mxo~ ~ ~ - -=.12-ma.-----~~-=--~ 207 ,- !') 5-¢2 01/& ~ 6-¢2 WW :: 7-¢2 f'&½0 9 I \ CITY OF NEWPORT BEACH V lu lu _5_ ---------25+-er,---- KOLL CENTER 1.u II I I \ ~ II 1 1 ~ l'f+l<:>1-CITY OF ...zl,:J-O'OI NEWPORT BEACH CJ TY OF /RV/NE: EXIST. MEDIAN CURB 405' TO LIMIT LIN •KOLL/CENTERPOINTE VIDEO DETECTION NOTE: SEE PROJECT SPECIFICATION & APPEDICIES FOR DETECTION ZONES AND PHASING Lu ---- 0 0 a 0 :s:: ~o C'\J G:l • Cl) ~ ~t ..t-'"--"--/t--,;c--_ 1 7 = : = : ~ (/) ;f:~i:;~;;;;. ~~<;;~E~X~IS<.T,r. ;:C;:&;G;:-_;:;:_----: -;__;:=;--;=;:___:;=;--==~;:_--;::;:_-";;j ~ • • • • EXIST. R/W Lu Lu EXIST. R/W ♦ Ci) PAINT WHITE PAVEMENT MARKING AS SHOWN PER CITY OF /RV/NE STENCIL, (HAWKINS OR EQUIVALENT) 0 PAINT 50' SOLID WHITE: 4" INTERSECT/ON LEAD-IN/LEAD-OUT LINE:. @INSTALL W3-3 SIGN AND POST PER 2012 CA-MUTCD SECTION 2C.36. @INSTALL W11-1 SIGN AND POST PER 2012 CA-MUTCO SECTION 2C.49. JAMBOREE ROAD 0 PAINT WHITE 12" CROSSWALK/LIMIT LINE PER CITY OF /RV/NE STD. PLAN 203. 0 PAINT 4" BROKEN WHITE LANE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 9. 0 PAINT SOLID WHITE: 8" CHANNELIZING LINE PER 2012 CA-MUTCD FIGURE: 3A, DETAIL 38. © PAINT WHITE PAVEMENT LEGEND AS SHOWN PER CITY OF /RV/NE STENCIL, (HAWKINS OR EQUIVALENT) 0 PAINT SOLID WHITE 6" BIKE LANE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 39. © PAINT SOLID WHITE: 12" WIDE: CHEVRON MARKINGS AT 20' ON CENTER @ 45". 0 PAINT 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER 2012 CA-MUTCD FIGURE 3A, DETAIL 29. @ PAINT BROKEN WHITE 8" LANE DROP LINE PER 2012 CA-MUTCD FIGURE JA, DETAIL 37B. @ PAINT 4" WHITE LANE LINE EXTENSIONS PER 2012 CA-MUTCD FIGURE 3A, DETAIL 40. @ PAINT 4" BROKEN WHITE LANE LINE WITH CERAMIC MARKERS OVERLAYED PER 2012 CA-MUTCD FIGURE 3A, DETAILS 12 AND 13. @) PAINT 4" SOLID DOUBLE YELLOW LEFT EDGE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 27. @ PAINT 4" SOLID DOUBLE: YELLOW NO PASSING ZONES -TWO DIRECTIONS PER 2012 CA-MUTCD FIGURE 3A. DETAIL 22. @) PAINT 4" WHITE RIGHT EDGE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL @ 27B. PAINT SKIP WHITE: 6" BIKE LANE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 39A r,=;,, INSTALL LEFT EDGELINE MARKERS PER 2012 CA-MUTCD FIGURE 3A, DETAIL \!.!J 26 @ PAINT SOLID WHITE 8" CHANNELIZING LINE PER 2012 CA-MUTCD FIGURE JA, DETAIL JB. SHEET REVISED: 12/12/12 @INSTALL AND MOUNT W16-1 SIGN ON POST PER 2012 CA-MUTCO SECTION 9B.18. r:;-:,, INSTALL AND MOUNT W4-2(R) SIGN ON POST PER 2012 CA-MUTCD ~ SECTION 2C.42. 0 EXISTING TRAFFIC SIGNAL DETECTOR LOOPS TO BE ABANDONED. TRAFFIC L.OOP ADVANCE DETECTOR NOTES: HATCHING LEGEND: @ REMOVE & RE PLACE TRAFFIC SIGNAL DETECTOR (TYPE E) © REMOVE & RE PLACE TRAFFIC SIGNAL DETECTOR (MODIFIED TYPE E) ® INSTALL AND CONNECT VIDEO DETECTION SYSTEM EQUIPMENT (/TERIS VANTAGE EDGE2) AND CAMERAS PER SECTION 104 -TRAFFIC SIGNALS AND THE TECHNICAL PROVISIONS. (NOTE: SECOND CAMERAS FACING JAMBOREE REQUIRE ADDITIONAL VIDEO PROCESSOR MODULES) @ INSTALL & CONNECT SECONDARY VIDEO DETECTION CAMERA & PROCESSOR MODULE TO EXISTING VIDEO DETECTION SYSTEM AND WIRING PER SECTION 104 -TRAFFIC SIGNALS AND THE TECHNICAL PROVISIONS. @ REMOVE EXISTING CONFLICT/NG STRIPING PER APPROVED METHOD. ® EXISTING STRIPING/SIGN TO REMAIN. 7 6 5 4 3 2 1. CONTRACTOR SHALL REMOVE AND REPLACE ALL EXISTING ADVANCE DETECTION INDUCTIVE LOOPS AT ALL INTERSECTIONS AND ALL INDUCTIVE LOOPS AT CAMPUS AVENUE THAT ARE DAMAGED OR REMOVED DURING CONSTRUCTION USING THE MOST RECENT CITY OF /RV/NE TRAFFIC STANDARDS AND SHALL COORDINATE WITH THE CITY REGARDING LOCATION AND PHASING. CONTRACTOR SHALL INSTALL ALL INDUCTIVE LOOPS TO THE SATISFACTION OF THE CITY INSPECTOR. 2. ALL INDUCTIVE LOOPS, SIGNING, PAVEMENT MARKERS ANO STRIPING SHALL BE COMPLETED PRIOR TO TURNING ON OF THE TRAFFIC SIGNALS. 3. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE 6' DIAMETER. TYPE E PER CALTRANS STANDARD PLAN ES-5A & ES-5B, WITH 10' SPACING IN THE DIRECTION OF TRAVEL. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS. 4. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE DONE IN CONFORMANCE WITH THE MOST RECENT VERSION OF SECTION 104 -TRAFFIC SIGNALS, OF THE CITY OF /RV/NE DESIGN MANUAL. 5. ALL INDUCTIVE LOOPS SHALL BE PLACED PRIOR TO PLACEMENT OF THE FINAL LIFT OF AC PAVEMENT. DRAWN BY: DESIGNED BY: RECORD DRAWINGS 1 AS-BU/LTS 12 17/13 NO. DATE REVISIONS ENGR. APPROV. DATE CHECKED BY: ~ NOTE: PROPOSED VIDEO DETECTION ZONES TO BE PROGRAMMED BY CONTRACTOR ♦ GRAPHIC SCALE 40 0 2040 I -41-i.... l~I 1" -40' CONTRACTOR TO VERIFY CURRENT LOOP PHASING DESIGNATION PRIOR TO REMOVING EXISTING LOOPS. NEW LOOPS ARE TO BE INSTALLED PER EXISTING PHASING. ■ SENSOR UNITS SHAil BE RACK MOUNT Willi lWO CHANNEIS PER DETECTOR UNIT ♦ SENSOR CHAN NEIS DESIGNATED FOR RIGHT TURN DEIAY FUNCTIUONAUTY IN 2070L COlll1ROU..ER IRWD CODE 5791 NEWPORT BEACH DATE DS 09/26/12 DATE DS 09/26/12 DATE SH 09/26/12 PLAN PREPARED BY: ONWARD ENGINEERING 300 S. HM,BO~ BLVD., ilt,IAHEIM, Ci1 92805 T: (714) 533-3050 F: (714) 808-1270 422B0 DESIGN ENGINEER R.C.E. No. SUITE 81°1 12/12/12 DATE CONTRACT NO. DRAWING NO. C-5158 R-6031-S SIGNING AND STRIPING PLAN JAMBOREE ROAD STA. 18+00.00 TO STA. 40+00.00 CITY OF IRVINE PUBLIC WORKS DEPARTMENT BO I PLAN CODE PD-02 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. 552001-EMC SHEET 15 OF 1 6 UNIT CHANNEL DETECTOR UNIT CHANNEL DETECTOR 1 ϭͲƆϭ 1 ϲͲƆϴ 2 ϮͲƆϭ 2 FUT 1 ϯͲƆϭ 1 FUT 2 ϰͲƆϭ 2 FUT 1 ϱͲƆϮ 1 ϭͲƆϮ 2 ϲͲƆϮ 2 FUT 1 ϳͲƆϮ 1 ϮͲƆϮ 2 ϴͲƆϮ 2 FUT 1 ϭͲƆϯ 1 ϯͲƆϮ 2 ϮͲƆϯ 2 FUT 1 ϯͲƆϯ 1 ϰͲƆϮ 2 ϰͲƆϯ 2 FUT 1 ϰͲƆϰ 1 ϭͲƆϰ 2 ϱͲƆϰ 2 FUT 1 ϲͲƆϰ 1 ϮͲƆϰ 2 FUT 2 FUT 1 FUT 1 ϯͲƆϰ 2 FUT 2 FUT 1 ϭͲƆϱ 1 ϭͲƆϲ 2 ϮͲƆϱ 2 FUT 1 ϯͲƆϱ 1 ϮͲƆϲ 2 ϰͲƆϱ 2 FUT 1 ϱͲƆϲ 1 ϯͲƆϲ 2 ϲͲƆϲ 2 FUT 1 ϳͲƆϲ 1 ϰͲƆϲ 2 ϴͲƆϲ 2 FUT 1 ϭͲƆϳ 1 ϭͲƆϴ 2 ϮͲƆϳ 2 FUT 1 ϯͲƆϳ 1 ϮͲƆϴ 2 ϰͲƆϳ 2 FUT 1 ϰͲƆϴ 1 ϯͲƆϴ 2 ϱͲƆϴ 2 FUT K12 K13 K14 SENSOR SCHEDULE K6 K7 K8 K9 K10 K11 J8 J9 K1 K2 K3 K4 K5 J4 J5 J6 J7 I7 I8 I9 J1 J2 J3 I1 I2 I3 I4 I5 I6 ~ 0 II ~ > SHEET REVISED: 12/12/12 0 .,. 0 "' ci 0 "' C\j + ---o "' l;j '<I-- "1 LLJ • -:c: ~ -(/) (/) 46+00 . . 0 LLJ LLJ --LLJ :.:: -(/) :::J "' :c: - ~ LO - ~ -- ..a 0 -EX/S7'. MEDIAN CURB EXIST. EP (3 E TYP. -, / -v ti-, w 0 0'--4-9-,Ft) w ru I --~- 0 0 w JAMBOREE ROAD BIRCH STREET CAMPUS DRIVE STRIPING kl w kl kl ) kl 1lEASEMENT EXIST. R/W "' 6-¢6 "> EXIST. POST )-----k~~~~~~~~LL-.,e..---:>7' _,,,-{1) ~ ----=~MED_IA_N CURB CITY OF __ 0 ..--=-___ -~" /---__ __ __ ___ __ == __ === 0E_& 0s_lG __ : om ~ GD O '2 "".r' ~4t00, 0.~-@tOO NEWPORT BEACH O 56:.3+=0~0;;::::~G)i ~4 ~2~~~:'..'.1 '.-1++::::u 0 :::u 0 __ ~it:~~~::::~~~=:~==~~~~~~~~~~~~~~~==~==~~~~1~=15~=~~~i~M~5<6u~1----:~: ~~ ........ _,__ .-------__ ~ -"'t__ _ _ _ CITY OF IRVINE: . ' : 2 E:A)~ d) -~· 1~,f)'p =$z@=~ E'};,µ;,:c..-----'r\...1.1 ~-~:~·-7"'"~_-_::-~7-~~--~~~~--~-~--~~--~~~~~~~--~~--~--~~~-~~-~-~~_t~~~~-~~~-~-=--~~~-~--~~------ -----,,,~ <J: f-u □ kl .) CONSTRUCTION NOTES w Ci) PAINT WHITE: PAVEMENT MARKING AS SHOWN PER CITY OF /RV/NE STENCIL, (HAWKINS OR EQUIVALENT) 0 PAINT 50' SOLID WHITE 4" INTERSECTION LEAD-IN/LEAD-OUT LINE. 0 PAINT WHITE 12" CROSSWALK/LIMIT LINE PER CITY OF /RV/NE: STD. PLAN 203. 0 PAINT 4" BROKEN WHITE LANE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 9. 0 PAINT SOLID WHITE 8" CHANNELIZING LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 38. © PAINT WHITE PAVEMENT LEGEND AS SHOWN PER CITY OF /RV/NE STENCIL, (HAWKINS OR EQUIVALENT) 0 PAINT SOLID WHITE 12" WIDE CHEVRON MARKINGS AT 20' ON CENTER @ 45·_ 0 PAINT 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER 2012 CA-MUTCD FIGURE 3A, DETAIL 29. @ PAINT 4" WHITE LANE LINE EXTENSIONS PER 2012 CA-MUTCD FIGURE 3A, DETAIL 40. @ PAINT 4" BROKEN WHITE LANE LINE WITH CERAMIC MARKERS OVERLAYED PER 2012 CA-MUTCD FIGURE 3A, DETAILS 12 AND 13. @ PAINT 4" SOLID DOUBLE YELLOW NO PASSING ZONES -TWO DIRECTIONS PER 2012 CA-MUTCD FIGURE 3A. DETAIL 22. @PAINT 4" WHITE RIGHT EDGE LINE PER 2012 CA-MUTCD FIGURE 3A, DETAIL 27B. @ INSTALL LEFT EDGELINE MARKERS PER 2012 CA-MUTCD FIGURE 3A, DETAIL 26 @ INSTALL W3-3 SIGN AND POST PER 2012 CA-MUTCD SECTION 2C.36. 0 EXISTING TRAFFIC SIGNAL DETECTOR LOOPS TO BE ABANDONED. @ REMOVE & REPLACE TRAFFIC SIGNAL DETECTOR (TYPE E) @ REMOVE & REPLACE TRAFFIC SIGNAL DETECTOR (TYPE D) ® INSTALL AND CONNECT VIDEO DETECTION SYSTEM EQUIPMENT (/TERI$ VANTAGE E:DGE2) AND CAMERAS PER SECTION 104 -TRAFFIC SIGNALS AND THE TECHNICAL PROVISIONS. (NOTE: SECOND CAMERAS FACING JAMBOREE REQUIRE ADDITIONAL VIDEO PROCESSOR MODULES) @ REMOVE EXISTING CONFLICTING STRIPING PER APPROVED METHOD. ® EXISTING STRIPING/SIGN TO REMAIN. -~ EXIST. R/W w :E <J: z f-w wz °" l.'.J f-~ 01 01 kl TRAFFIC LOOP ADVANCE DETECTOR NOTES: 1. CONTRACTOR SHALL REMOVE AND REPLACE ALL EXISTING ADVANCE DETECTION INDUCTIVE LOOPS AT ALL INTERSECTIONS AND ALL INDUCTIVE LOOPS AT CAMPUS AVENUE THAT ARE DAMAGED OR REMOVED DURING CONSTRUCTION USING THE MOST RECENT CITY OF /RV/NE TRAFFIC STANDARDS AND SHALL COORDINATE WITH THE CITY REGARDING LOCATION AND PHASING. CONTRACTOR SHALL INSTALL ALL INDUCTIVE LOOPS TO THE SATISFACTION OF THE CITY INSPECTOR. 2. ALL INDUCTIVE LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO TURNING ON OF THE TRAFFIC SIGNALS. 3. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE 6' DIAMETER. TYPE E PER CALTRANS STANDARD PLAN ES-5A & ES-5B, WITH 10' SPACING IN THE DIRECTION OF TRAVEL. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS. 4. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE DONE IN CONFORMANCE WITH THE MOST RECENT VERSION OF SECTION 104 -TRAFFIC SIGNALS, OF THE CITY OF /RV/NE DESIGN MANUAL. 5. ALL INDUCTIVE LOOPS SHALL BE PLACED PRIOR TO PLACEMENT OF THE FINAL LIFT OF AC PAVEMENT. RECORD DRAWINGS 7 6 5 4 3 2 1 AS-BUILT$ NO. DATE REVISIONS ENGR. --.- ITT I ru -°" w HATCHING LEGEND: PROPOSED VIDEO DETECTION ZONES TO BE PROGRAMMED BY CONTRACTOR DRAWN BY: DS DESIGNED BY: DS 12 17/13 APPROV. DATE CHECKED BY: SH ♦ ♦ " M ru :-:'.\ ~ .i,, :E"' , 0 0 0 0 DO< II I· w a a • ru I 0 0 "' °" CAMPUS DRIVE UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXIST. EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED OR NOT INDICATED ON THE PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. R/W GRAPHIC SCALE 40 0 20 40 ~ I l~I 1" -40' ■ SENSOR UNITS SHAl.1 BE RACK MOUNT WITH 1WO CHANNELS PER DETECTOR UNIT NOTE: CONTRACTOR TO VERIFY CURRENT LOOP PHASING DESIGNATION PRIOR TO REMOVING EXISTING LOOPS. NEW LOOPS ARE TO BE INSTALLED PER EXISTING PHASING. IRWD CODE 5791 ♦ SENSOR CHANNELS DESIGNATED FOR RIGHT TURN DELAY FUNCTIUONALITY IN 2070LCONTROUfR DATE D9/26/12 DATE D9/26/12 DATE 09/26/12 PL.AN PREPARED BY: ONWARD ENGINEERING 300 S. Hi\RBO~ BLVD., SUITE 8' 11 tJ·lt,HEIM, C/1 92805 T: (11.,1) 533-3050 F: (714) 808-1 ?70 422B0 12/12/12 DESIGN ENGINEER R.C.E. No. DATE NEWPORT BEACH CONTRACT NO. DRAWING NO. C-5158 R-6031-S SIGNING AND STRIPING PLAN JAMBOREE ROAD STA. 40+00.00 TO STA. 62+00.00 CITY OF IRVINE PUBLIC WORKS DEPARTMENT 80 I PLAN CODE PD-03 PLAN CHECK NO. 552001-EMC CIP NO. 311301 PROJECT NO. xxxxxx-xxx SHEET 1 6 OF 1 6