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HomeMy WebLinkAboutR_5838_SLOS ANGELES COUNTY E L 3EAc:H ESTMINS ER FO AIN \/AL EY HUNTINGTON BEAC~S q=:l:::i ~ CJS'JA I' '"--._ 4 Cl A' IC D INDICATES AREA SHOWN ON LOCAT[ON MAP ORANGE COUNTY NEWPORT BEACH ' LAGUNA. BEACH SAN DERNARDINO COUNTY VICINITY MAP N.T.S LOCATION MAP N.T.S RIV~RSl□E co_NTY FO~CST SMII OIEGC COUNTY • ORANGE PUBLIC FACILITIES AND RESOURCES DEPARTMENT SANTA ANA, CALIFORNIA JOHN W. SIBLEY, DIRECT.OR PLANS FOR CONSTRUCTIOIN OF MESA DRIVE / BIRCH STREET FROM IRVINE AVENUE SO. BRISTOL STRf:ET MARCH 1997 DEVIATIONS FROM OCEMA STANDARDS I.SIDEWALK WIDTH VARIES 9'TO 6'. 2.ROAD WIDTH 68' CURB TO CURB INSTEAD OF 64' FUNDED BY:ORANGE COUNTY DEVELOPMENT AGENCY BASIS OF BEARINGS: <MODIFIED SECONDARY HIGHWA YJ 3.DESIGN SPEED 40MPH ST A.2+50 TO 7+50, 16+60.45 TO 24+43.69 45MPH • STA.7+75 TO 16+60 4.0.751/. LONGITUDINAL GRADE STA. 29+50 TO 32+00 (LESS THAN 1%) 5.200' VERTICAL CURVES STA. APPROVALS FILE NO. SAH-185 WORK ORDER Nu. 1101 APPROVED: SANTA ANA HEIGHTS WATER COMPANY APPROVALS APPROVED: CITY OF NEWPORT BEACH ... 1-2.7-'!Y DATE 3-24-·97 THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATIONS G.P.S. NO. 6169 AND G.P.S. NO. 6158, BEING N 40° 37' 42" E. PUBLIC FACILITIES AND RESOUR9~~,~~f ARTMEINT SUBMITTED: APPROVED: 27+50 TO 29+50,32+00 TO 34+00 AND 37+00 TO 43+00. <LESS THAN -400' REOUIREDl ,,?.-,/. / 7· ✓/ . /t· . -/ "a~✓, l-':1 ~ J APPROVED, R STANDARD DEVIATIONS CHIEF ENGINEER BENCH MARK: # CM-21-71 IN THE SOUTHEAST PART OF THE INTERSECTION OF MESA DRIVE AND CYPRESS STREET; 27 FEET SOUTHEAST OF THE CENTERLJNE OF CYPRESS, 21.2 FEET SOUTH-WEST OF THE CENTERLINE OF MESA, 27 FEET SOUTH- EAST OF THE CENTERLlNE PROLONGATION OF THE STREET TO THE NORTHEAST, 7.7 FEET NORTHWEST OF GUY WIRE WHERE IT fNTERS GROUND <THE MOST NORTHWESTERLY OF WO GUY WIRES); 3 FEET SOUTH-EAST IN LlNE WITH GUY WIRES FROM A POWER POLE (NUMBER I788402El, IN A CONCRETE POST, LEVEL WITH THE GROUND, WITNESSED BY A MET AL POST I FOOT SOUTHEAST. ELEV.63. 705 ADJ.1976 IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALJD. DIG ALERT IDENTIFICATION NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO (2l WORKING DAYS PRIOR TO START OF CONSTRUCTION . ------------DR, 7 ( 16512) Sheet 1 Of 91 SHEET 2 3 INDEX OF SHEETS DESCRIPTION TITLE SHEET CONSTRUCTION NOTES AND LEGENDS TYPICAL SECTIONS 4 MESA DRIVE -ST A. 1+00 TO 9+00 5 MESA DRIVE -ST A. 9+00 TO !6+60.44 6 BIRCH STREET ST A. 16+60.44 TO 24+43.68 7 BIRCH STREET -ST A. 24+43.68 TO 31+00 8 BIRCH STREET -ST A.31+00 TO 37+00 9 BIRCH STREET ST A.37+00 TO 43+02.28 10 SUPERELEVA TION DETAILS 11 MESA DR. (EAST OF BIRCH) - STA.51+00 TO 56+80. 12 BIRCH ST. CUL-DE SAC -STA.1+00 TO 3+15 13 SOUTH BRISTOL STREET --STA.!0+00.00 TO -·, !6+60.00 N.A.P. 14 INTERSECTION PLAN. IRVINE/MESA & BIRCH/BRISTOL 15 INTERSECTION PLAN ACACIA/MESA 16 INTERSECTION PLAN ORCHARD/BIRCH 17-21 DRIVEWAY CROSS SECTIONS 22-24 CRIB WALL PLAN AND PROFILE 25-29 STORM DRAIN PLANS 30-32 RCB CULVERT EXTENSION 33 N.A.P. 34-41 WATER LlNE PLANS --•-rz... DETOUR PLAN 112 SJ TRAFFIC SIGNAL PLANS, TRAFFIC SIGNING & STRIPING PLANS CROSS SECTIONS-MESA DRIVE, BIRCH STREET. MESA DR. <RES.l, BIRCH ST. CULDESAC, S. BRISTOL ST. CJ i"P LOG OF TEST BORINGS "l~-"\'L 7 2 r5"'1lr1WCOSTA MESA SANITARY DISTRICT SEWER LlNE 'iZb : @i'11OSOUTHERN CALlFORNIA EDISON DISTRIBUTION lli® !ti ~!~'?.SOUTHERN CALJFORNIA EDISON TRANSMISSION 82 a il?rft PACIFIC BELL ii;ffl !•6~1-"'I COMCAST CABLE UTILITY OWNER PHONE NO. CONTACT SOUTHERN CALJFORN!A EDISON CO. PACIFIC BELL SOUTHERN CALJFORNIA GAS CO. CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (714) 895-0246 (714) 666-5718 (714) 634-3267 (714) 644-3311 CHRIS CARTWRIGHT DONNA SCAMINACI DAVE BALDWIN SANT A ANA HEIGHTS WATER CO. MESA CONSOLIDATED WATER DISTRICT COMCAST CABLE METROPOLITAN WATER DISTRICT COST A MESA SANITARY DISTRICT (714) 545-1060 (714) 631-1291 (714) 285-2056 (213) 250-6000 (714) 631-1731 DON WEBB MARILYN ROAK RAY BARELA JON FEW MARKO BUNTICH ROBIN HAMERS ,,f ~ r/i\ -·,~.., --_,_I.,. • I ,~ .... .,~ ?"% £,."" 7/'f' ~ - NO. DESCRIPTION SHT. APPROVED DATE "" REVISIONS .... (WONO DWG. NO. ~c30 ~ 484 ~) ( SHEET I OF 91) _J OJ 0 ~ CONSTRUCTION NOTES CONSTRUCT 0,4' A.C. OVER 1.6' A.B. CONSTRUCT 0,4' A.C. OVER 0. 7' A.B. CONSTRUCT P.C.C. CURB & GUTTER TYPE A3-8 PER APWA STD. PLAN 104-0-0C. GJ CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C [}] [9 0 [TI [I] ~ !JI] [[] [ill [EJ @] ~ @] [ill [fil I 20.1 [ill 0] cm [EJ cm [ill [ill ~ [ill rm lliJ CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 CONSTRUCT P.C.C. LONGITUDINAL GUTTER PER APWA STD. PLAN 106-0-0C CONSTRUCT ACCESS RAMP PER APWA STD. PLAN I02-0-0C CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. CONSTRUCT 6" P .C.C. DRIVEWAY. CONSTRUCT A.C. DRIVEWAY. (6" THICK) INSTALL POWER SERVICE CABINET PER CITY OF NEWPORT BEACH STD-206-L. CONSTRUCT P.C.C. RAMP PER DETAIL @ CONSTRUCT CEMENT MASONRY BLOCK WALL AROUND ELECTRIC SERVICE CABINET 36" REAR AND SIDE CLEARANCE. INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD-20I-L WITH PULL BOX. CONSTRUCT 8"CF TO 6"CF TRANSITION. CONSTRUCT MET AL BEAM GUARD RAILING PER CAL TRANS STD. PLAN A 77 A. INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L. CONSTRUCT CRIB WALL PER CALTRANS STD. PLAN C7-A (TYPE A AND TYPE C) AND C7-E.. UNCLASSIFIED CUT / UNCLASSIFIED FILL. CONSTRUCT 0.35' A.C. OVER 1.25' A.B. CONSTRUCT 0,25' AC OVER 1.00 A.B. CONSTRUCT 0.35' AC OVER 1.20 A.B. CONSTRUCT 0.35' AC OVER 0.80 A.B. CONSTRUCT PCC DRIVEWAY 4" THICK. CONSTRUCT 36"Xl8"Xl8" CMP WYE. CONSTRUCT PIPE HEADWALL PER CALTRANS STD. D89 (SINGLE WALU. CONSTRUCT 18" CMP, 14 GAGE. CONSTRUCT PCC CURB & GUTTER TYPE A2-6 PER OCEMA STD. PLAN 104-0-0C. CONST. CONC. STEPS, 6"RISER,12"TREAD, PER DETAIL EB CONST. MASONRY RETAINING WALL TYPE B PER OCEMA STD. PLAN 6I8-0-0C. l32. I CONSTRUCT MASONRY RETAINING WALL TYPE A PER O.C.E.M.A. STD. PLAN 6l8-0-0C (HEIGHT PER PLAN). 133. I l34.I ~ llil ~ I 39.I l40.1 [ill CONSTRUCT ACCESS RAMP PER CALTRANS STD. PLAN NSP A88. CONSTRUCT 0.25' A.C. OVER 0.35' A.B. INSTALL 11/4• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. CONSTRUCT 8" A.C. RAMP OVER N.S. TO JOIN NEW DRIVEWAY. INSTALL 8" P.V.C. CL. 150 (WHITEl PIPE PER MCWD STD. NO. 18 AND 19 INSTALL 6" II 1/4° GT. BEND. INSTALL 6" P.V.C. CL. 150 (WHITEl PIPE PER MCWD STD. NO. 18 AND 19 INSTALL 6" P.V.C. CL. 150 (WHITE) PIPE PER MCWD STD. NO. 18 AND 19 l42.1 INSTALL 6" RW, FLG & GT VALVE PER MCWD STANDARD NO. 14 @;] l44.I [ill 146.1 I 41.1 I 4a.I INSTALL 12" R.W. FLG. & GT. VALVE PER MCWD STANDARD NO. 14 INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. 12 INSTALL I" COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. I INST ALL 2" COPPER SERVICE ASSEMBLY PER MCWD ST AND ARD NO. 2 INSTALL BLOW-OFF HYDRANT PER MCWD STANDARD NO 4A INSTALL STANDARD 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER MCWD STANDARD NO. 8. [ill @I] [ill rm ~ [ill [ill [ill [ill [ill [ill [El l6s.I ~ [ill [ill l10.1 [ill 112.1 CT:TI l14.I I 1s.I l16.I I 71.1 I 78.I [ill ~ @g 182.1 [ill @!] @§] @Ii [ill INSTALL 12"x6" FLG. CROSS. INSTALL I2"G. T. TO 6"G. T. REDUCER (ECCENTRIC) & JOIN EX. 6"A.C. AT NEAREST COLLAR W/6"P.V.C. x A.C. ADAPTER. INSTALL l2"x12"x6" GT. FLG. TEE. JOIN EXISTING 12" PVC STUB AS SHOWN ON APPROVED CONSTRUCTION PLANS FOR BRISTOL ST. PREPARED BY BOYLE ENG. INSTALL 6"x6"x6" GT. FLG. TEE. INST ALL l2"TO 8"ECCENTRIC FLG.x G. T. REDUCER. INST ALL 6" PLUG. INSTALL 6" BLIND FLG. INSTALL 8"xl0"x8" GT. FLG. TEE. INSTALL 8"-45° GT. BEND FLG. x FLG. INSTALL l2"xl2"xl2"FLG. TEE INSTALL 10" II 1/4° GT. BEND. INSTALL 6" -45° GT. BEND. INSTALL 8" R.W. FLG. & GT. VALVE PER MCWD STD. N0.I4. INSTALL l2"-45°GT. BEND G.T. x G,T. INST ALL 8" AC X FLG., ADAPTER CONSTRUCT l8" R.C.P. (2000-0) CONSTRUCT 21" R.C.P. 0500-Dl CONSTRUCT 24" R.C.P. (1500-Dl CONSTRUCT 27" R.C.P. (I500-DJ CONSTRUCT 30" R.C.P. (I500-Dl CONSTRUCT 33" R.C.P. (1500-DJ CONSTRUCT 36u R.C.P. (I350-Dl CONSTRUCT 36" R.C.P. (I500-Dl CONSTRUCT 39" R.C.P. (1650-Dl CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. PLAN 1310. CONSTRUCT CATCH BASIN, INLET TYPE I PER O.C.E.M.A. STD. 1301. CONSTRUCT CATCH BASIN, INLET TYPE "L" PER PLAN, PER O.C.E.M.A. STD. PLAN 1302. JOIN EXISTING CONCRETE BOX CULVERT J.S. TYPE V PER OCEMA STD. PLAN 1314 AND DETAIL @ JOIN EXISTING SANT A ANA DELHI CHANNEL. PER OCEMA STD. PLAN 1326. CONSTRUCT CATCH BASIN, "L" PER PLAN, PER A.P.W.A. STD. PLAN 300-1. CONSTRUCT 30"RCP (1800-Dl. CONSTRUCT 2l"RCP 11800-D ►. CONSTRUCT STANDARD PRESSURE MANHOLE FRAME AND COVER PER L.A.C.F.C.D. DWG. 2-Dl97. l90.I CONSTRUCT R.C. BOX CULVERT EXTENSION PER PLAN,DETAILS AND SECTIONS,SHEETS 30,31,& 32. ~ CONSTRUCT R.C. DEBRIS WALL EXTENSION PER PLAN,DET AILS AND SECTIONS,SHEET 32. [ill l93.I [El ~ l96.I l91.I CONSTRUCT PARAPET & BARRIER. INSTALL HYDROSEED LANDSCAPING. REPLACE EXISTING LANDSCAPING & LAWNS. CONSTRUCT METAL HAND RAILING TYPE C PER APWA STD.PLAN 606-0-0C INSTALL 8" R.W. FLG. & GT. VALVE PER MCWD STANDARD PLAN NO. 14. INSTALL I2"xl2"x8" GT. FLG. TEE. LEGENDS REMOVE EXISTING A.C. PAVEMENT, REMOVE EXISTING P .C.C. CURB AND GUTTER. REMOVE EXISTING DRIVE APPROACH. REMOVE EXISTING P.C.C. SIDEWALK. REMOVE EXISTING TREE, STUMP AND ROOTS. REMOVE EXISTING CROSS GUTTER. REMOVE EXISTING CATCH BASIN. SAWCUT AND REMOVE EXISTING CURB. SAWCUT AND REMOVE EXISTING DRIVEWAY. RELOCATE EXISTING EDISON VAULT /BOX (BY OTHERS). ADJUST EXISTING MANHOLE TO GRADE. RELOCATE EXISTING GAS (BY OTHERS) SEE SEWER PLANS (BY OTHERS> FURNISH AND INSTALL METAL HANDRAILING OVER NEW PARAPET WALL. RELOCATE EXISTING METAL HAND RAILING. REMOVE AND REPLACE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT.3. RELOCATE EXISTING TRAFFIC SIGNAL. REMOVE AND RECOMPACT TO 901/. COMPACTION !DISPOSE OF CLAM SHELL LAYER). RELOCATE EXISTING GA TE PER TYPICAL SECTION SHT. 3. RELOCATE EXISTING TRAFFIC SIGN. RELOCATE P.P. (BY OTHERS) RELOCATE EXISTING LIGHT POLE. RELOCATE TELEPHONE STRUCTURE (BY OTHERS) RELOCATE WOOD FENCE. REMOVE EXISTING BACKFLOW PREVENTER. REMOVE EXISTING METAL BEAM GUARDRAIL. CUT AND CAP SPRINKLERS WITHIN R/W, RELOCATE EXISTING MAILBOX. REMOVE BLOCK WALL. RELOCATE EXISTING CHAIN LINK FENCE. REMOVE EXISTING WOOD FENCE. RELOCATE EXISTING GAS METER. (BY OTHERS) REMOVE 18" RCP. PROTECT IN PLACE. REMOVE EXISTING BRICK WALK. RELOCATE EXISTING DRAIN PIPES AND GRATE. RELOCATE EXISTING BACKFLOW PREVENTER. REMOVE EXISTING INLET. REMOVE CONC. SWALE. REMOVE 36" CMP. RELOCATE SIGN (BY OTHERSJ, REMOVE EXISTING 18" CMP. REMOVE EXISTING CONC. STEPS. SAW CUT AND REMOVE EXISTING R.C.P. @ JUNCTION STRUCTURE. REMOVE EXISTING JUNCTION STRUCTURE. - @ RELOCATE EXISTING 5/8" OR I" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 ® RELOCATE EXISTING 2" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 3 ® RELOCATE EXISTING 2" IRRIGATION METER BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 3 @ RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 4 @ REMOVE EXISTING WATER METER AND SERVICE LINE @ PLUG AND ABANDON EXIST, 6" A.C. PIPE. @ REMOVE EXISTING 8" A,C. PIPE. @ JOIN EXISTING 6" A.C. PIPE TO NEW 6" PVC PIPE. @ PLUG & ABANDON EXISTING 8" A.C. PIPE. @ REMOVE EXIST. 6" A.C. PIPE ONLY AT CONFLICTS. @ REMOVE EXISTING WATER VALVE @ REMOVE EXISTING WATER BOX. ® PLUG REMAINING RCP STUB OUT @ EXISTING JUNCTION STRUCTURE. @ EXISTING ABANDONED LINE TO BE REMOVED BY CONTRACTOR. @ RELOCATE EXISTING BUILDING MONUMENT. @ RELOCATE EXISTING BURIED TELEPHONE CABLE (BY OTHERS). MARK DATE DESCRIPTION REVISIONS DESIGNED 'TS,PK,LC • ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT SHEET SCALE DATE DRAWING NO. 2 AS SHOWN 3-93 OF 91 'I9 SINGLE CRIB WALL WHERE SHOWN SEE SHEET 22. R/W 2'. I ' 5 6' 4 __J R/W I (2!' ,'..;:;\ WHERE V 18 ~:) SHOWN ___ 80' R.~oc:.:w _____ _ R/W 2' QWHERE ~SHOWN ~-><C-------~3~4•------->i-e-------~3~4' _______ ~~"'-6'~-' ~~) I * * ' ;'\°"tl..::~:.::%:::~c,j..1~¥,c[0=·0~7_'_cLEVEL 5 4 NOTE: * 9' WALK AND 86' R.O.W. FROM STA.1+74+ TO 3+00 MESA DRIVE / BIRCH STREET STA.1+74 TO STA.8+00 STA.26+65.68 TO STA.42+25.28 SCALE : I" : 10' STA.30+47 TO STA.43+02 R/W 96' ROW 40' 34' LEVEL 1_7 1/. __ -- MESA DRIVE STA.8+00 TO STA.16+41 STA.I3+88 TO STA.I6+37 <SUPERELEVATED SECTION) 80' ROW R/W • 44.5' r-- _ ___c3c..c4_' ___ ::::::~--6-, , 1 4.5' , : 4s 1 - 11 I ~:::::=--rft-,'-~<: I r----1/19 I ~ ', ,· I \\ j, SINGLE WALL & f I DOUBLE WALL \ \ CRIB WALL, SEE , SHEi=; T 23. ' I I I ' ,, I tJ ,_ c314,1 I '1 , / --_ _ . , ', I .-0.G. AND 72.7//§§///§71'7;~ BAC_KF~L-L c~ ----'~~i-_,_:INAL GRAD/E / _/ /Z-0"Y-Y/~ I I\ --• - CLAM SHELL LAYER · / ,f ,1'.C'.. ~~,f'?,i( \_3/4:1 •• •• ·- LOCATION VARIES Q , _ ,.,.-l' I • \-V «///0//, . SEE SOIL REPORT \~ -:-\l.-------'· . U/,O,«; IF CLAM SHELL LAYER IS BELOW WALL FOOTING, CHECK W/ SOIL ENGINEER FOR REMOVAL (L WHERE SHOWN 40, 40' (2~ t<----------~~-------------~- 2' 6' 34' R/W I VARIES r i 5 MESA DRIVE / BIRCH STREET SUPERELEVATED SECTION STA.13+88.44 TO STA.27+15.68 STA.I3+88.44 TO STA.16+41 !SEE ABOVE FOR CRIB WALU EX. ACACIA STREET IMP. 35' 70' ROW (L 35' ACACIA STREET STA.1+69± TO STA.3+19± SCALE : I" : 10' 34' sJ 3 4 ! R/W 30' 10' 20' R/W 66' ROW ORCHARD DRIVE STA.8+99± TO STA.9+31± STA.10+69+_ TO STA.1I+00± SCALE : I" : 10' 60' ROW 30' BIRCH STREET <CUL-DE-SAC> ST A.1+5L+ TO STA.2+•H.48 SCALE : I" : 10' 2' , 60' ROW WHERE -·01 ... c-------..::..::._--"':..::.._ __ STA,51+49.20 TO STA.54+68.08 STA.54+67.08 TO STA,56+80.00 SHOWN(!~ ' ! . -• ~-26' 6' 20' 5 R/W 25' 17' 8' Ci. I 215' 20' 22 ME SA DR I VE CRE S.l ST A.51+49+_ TO STA.55+95± SCALE : I" : 10' 47' 22' 30' SOUTH BRISTOL STREET STA.10+00 TO STA, 16+60.14 SCALE : I" = 10' R/W 10' -~ GJ 6' 40' 32' FINAL GRADE R/W !FINAL GRADE 2' O.G.-:,. -z'/.-i -{.;/ 2' R/W ----"/ • CONSTRUCTION NOTES OJ [I] [TI CONSTRUCT 0.4' A.C. OVER 1.6' A.B. CONSTRUCT 0.4' A.C. OVER 0. 7' A.B. CONSTRUCT P.C.C. CURB & GUTTER TYPE A3-8 PER APWA STD. PLAN 104-0-0C. QJ CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C ~ CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. [}::g CONSTRUCT METAL BEAM GUARD RAILING PER CAL TRANS STD. PLAN A 79-A. ~ CONSTRUCT CRIB WALL PER CAL TRANS STD. PLAN C7-A !TYPE A AND TYPE Cl AND C7-E. [fil CONSTRUCT 0.35' A.C. OVER 1.25' A.B. ~ CONSTRUCT 0.25' AC OVER 1.00 A.B. rm CONSTRUCT 0.35' AC OVER 1.20 A.B. I24.I CONSTRUCT 0.35' AC OVER 0.80 A.B. I29.I CONST. PCC CURB AND GUTTER TYPE A2-6 PER OCEMA STD. PLAN 104-0-0C. QI] CONSTUCT MASONRY RETAINING WALL TYPE B PER OCEMA STD. PLAN 618-0-0C. I 34.I CONSTRUCT 0.25' A.C. OVER 0.35' A.B. LEGENDS Q) REMOVE EXISTING A.C. PAVEMENT. 0 REMOVE EXISTING P.C.C. CURB AND GUTTER. @ REMOVE AND REPLACE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT.3. REMOVE AND RECOMPACT TO 90% COMPACTION <DISPOSE OF CLAM SHELL LA YERl. RELOCATE EXISTING GA TE PER TYPICAL SECTION SHEET 3. RELOCATE EXISTING TRAFFIC SIGN. DR,7 (16512) Sheet 3 Of 91 ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT MARK DATE DESCR[PTION SHEET REVISIONS DESIGNED 'TS.PK.LC C DATE 3-93 DRAWING NO. 3 OF 91 :z i VI ., ,.,. ...,.., I. 7% CRO' SF ALL I =i= ,1 nn, Li) "' ,-... en L!'l I"") ! + ~ _/ f--+-----------+-.:s(-'t------~""t!---f------------+-------------+-------------+--------------+------------------1------------------1~------co r".) ·---J!f"'---j--l,,=-----------t-----i (.!) I ~ ,r, ~; / w ! I 0 I + ,-EAST TOP OF CUR PROFILE ' ur 0 ° o::,"" W ,.._ I / #....... I I.SI ~ > IS (Tl ../ (SI (SI . . - ZO:::: I"") V I"") N: 0:: 01 ,........,u1 . ..:-L,; -~ L/"\1 u~ --:> NN N N, N - z \.0% 0 I-- z u -I-, ' :5 a:: V1 EAST CURB RETURN N <.D L=52.56' "' ..: !Sl'"' u > \ ,,.. t0 + 00 ' _/" i"'l Li)'<;[" ~, r--W N ' .,,r Di I"-• !Sl !Sl !Sl 0, + '"' 0::, "" N"J + ro 0::, i§ <( ' . . -I u ';:" "--------EXISTING GRADE ~ _,/" _ 00 ,-... "q;/. ,,V U SOUTH CURB RETu'RN L.J I. 7% CROSSF ALL /1 /1 ' ' /1 ., ., ,... [I] IT] CTI [}J [I] ~ ~ @] @] ~ CONSTRUCT ION NOTES CONSTRUCT 0.4' A.C. OVER 1.6' A.B. CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN I04-0-0C CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209. CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. CONSTRUCT 6" P.C.C. DRIVEWAY. INSTALL POWER SERVICE CABINET PER CITY OF NEWPORT BEACH STD-206-L. INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD-20I-L WITH PULL BOX. CONSTRUCT METAL BEAM GUARD RAILING PER CALTRANS STD. PLAN A77A. INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L. ~ CONSTRUCT CRIB WALL PER CAL TRANS STD. PLAN C7-A (TYPE A AND TYPE Cl AND C7-E. 132.I CONSTRUCT MASONRY RETAINING WALL TYPE A PER OCEMA STD. PLAN 6I8-0-0C (HEIGHT PER PLAN) 135.I INSTALL 11/,r· SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. 193.I INSTALL HYDROSEED LANDSCAPING LEGENDS REMOVE EXISTING A.C. PAVEMENT. REMOVE EXISTING DRIVE APPROACH. REMOVE EXISTING P.C.C. SIDEWALK. REMOVE EXISTING TREE, STUMP AND ROOTS. SAWCUT AND REMOVE EXISTING DRIVEWAY. ADJUST EXISTING MANHOLE TO GRADE. RELOCATE EXISTING GAS (BY OTHERS> STATION l+k 0 2+ 0 3+ ~0 4+1 0 5+ 10 6+ 0 7+ 0 8+00 9+00 STATION SEE SEWER PLAN tBY OTHER>. cu. IEXC. 2 I 33 1614 3447 2101 1 1404 EXC. cu. e-----------1---+-------------+-------------+-------------+--------------+-----------------+-------------+------------+-------------+-------------+-------------j------j-- REMOVE AND REPLACE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT.3. YDS. hLL 950 1197 542 I 0 0 133 FILL YDS. RELOCATE EXISTING GATE PER TYPICAL SECTION SHT. 3. SEE SHEET 14 FOR CONSTRUCTION DETAILS FROM STA. 1+00 TO 3+00 I " . " I II " ' I If II ' II I II • II I " Ii • If . " IAl rs re © CE ® 35.00 89°58'35" 54.96 34.99 35.00 86°18'02" 52.72 32.81 3595,00 15°11'39" 953.36 479.49 3629.00 15°11'39" 962.38 484.03 3663.00 15°11'39" 971.39 488.56 1000.00 8°30'23" 148.46 74.37 PROFILE PLAN 1"=40' _.-. ··--·-.. RELOCATE P.P. tBY OTHERS> RELOCATE TELEPHONE STRUCTURE (BY OTHERS) CUT AND CAP SPRINKLERS WITHIN R/W. PROTECT IN PLACE. RELOCATE EXISTING o/g OR I" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3. EXIST. ABANDONDED LINE TO BE REMOVED BY CONTRACTOR. RELOCATE EXISTING BURIED TELEPHONE CABLE (BY OTHERS>. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. (:[] PACIFIC BELL. [£J SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. [fJ SANTA ANA HEIGHTS WATER CO. [J COMCAST CABLE. @J METROF'OLIT AN WATER [BJ COST A MESA SANITARY 0 DISTRICT OJ,:-Tr.r,-..T DR. 7 (16512) Sheet 4 Of 91 2 ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT MESA DRIVE PLAN AND PROFILE STA. 1+00.00 TO ST A. 9+00.00 MARK DATE DESCRIPTION PREPARED UNDER l'I. ~; JI, J C-~A SHEET f--~~-~----------1 SUPERVISION OF : , ~ (,A,,'• ~ REVISIONS RCE 38024 DATE z.-Z.'f-' ? 4 DESIGNED ' TS, PK, LC SCALE DATE DRAWING NO. f-D-RA_w_N_,_D_B_,_R_R-~c-H-EC_K_ED_,--=L~C=LA_5_5_"O_w_N ___ ...L_3_-_9_3_L=======-O:...F_9:...1~_J L___--------------------'---------'-------------------~J~.--.-----.i~~~t L lle~l~I -1. 71/. ROS SF ALL I 0:: t- • co IV) -1.71/. CROSSFALL "'D) 0:: z 0 "-' - V>' "" , SUPERELEVATION TRANSITION ' I : t--• -I'-'' lD I· I . . V) ......JI'; io::: I ! + I' ~ • "' <l w a: r---t--------------1f~-:=J-t-----~------+--------------+------j------+-----+--a>c'-' --"""';-i;en;;'-;--'f~'+~t-.--4~ -+~;;--;"i';+N.;·;____,.;,'+',1-'!-; _":_e-"'~++'LC ·"' "L.!:,'.2.p"'n...:~H'; v"';-: £,+hi :~"'+---h:."'cE--·s·j~:Ji~.____;;· ~'--j-'*'--+---lt-:;;1-,L.Jjc,J----,_,,,-tf)--: ~-rr-°';--;;~~1 "-"'.'f---1----l-~~-""u.+----.L 1' ----+-------------+--- CONSTRUCTION NOTES OJ CONSTRUCT 0.4' A.C. OVER 1.6' A.B. -co + ~ N+ N N 1::n ~ ti) ._ U7 ' r,")!Ll) VI; + r,"') rr:, r--, V ( • r--~ N UJ ~ lJ7 "'-I w I r---t--+-----------.-c-.t------------+-----------+--+---+~---'~--~Sl---_J~n._----".N~IN;,.;..-_=ltn"-'----f----l-----f---~+-----+--~1_-_'~'1-.sr'--',--L.'+~L·tn_-+=-tn--l~"'.'_+--~i---lhhJ-_~-•H--NJ·"-C~•.~"'~~+4"'-+.,,._-!-~..-rsr~•~',.,_,,--rt=~+-;.'----+-------------l---f-4C4-A-W ~ I..O r-Ll1 ~ • Ir.> I:::!., l[):1:0 + "'"': IS) -ojUJ I ._, ' [TI CONSTRUCT P.C.C. CURB & GUTTER TYPE A3-8 PER APWA STD. PLAN 104-0-0C. 8J [TI ~ AC , L. - STATION CU. EXC. YDS. I' ILL I. I _ l_D l!) Ol + • + L{1 ,.., ...; y .._, '-I U 't.'\ L[) l[) -_ I.[) + ~ + 1-·S::l IS} ~ ~ 1 Vl - (Sl • (Sl (Sl en - "' " + " IS> N -"' -Ll1 _± ill r---1 ". -...... + .,., tn r--r--en -" IS> IS> r-- + en ST N fl") + ~ ,.. ~ I I= u L() L{)(..O + I + IS! L{') <( I ..... ..... LO t..O ~ I "' • 1'\IUl"'i. l~I Ut UJ-CUho ........ 0:: __;.....-"- IS> 71'1 tn' IS> f -tn r--"' + • IS> "' IS> IS> N~ ...,i-v.iu.... • ut..-L, ,,_,,, + •• • N IS> N tn co NN "' EXISTING GRADE~ u ' _i I "' - + "' ( '--CL PROF ILE tn <.£J IS> N ' t- IS> en L=54, 98' tnN +N "' -' ' I . I ' • . IS> I~ IS> N U) + • m j !.u,·---<c~n-f,''.::'~----~-1:·-.,-;...---+-------------+--- I I..O LO (j"!I - sr • ~ ~ ~ 26;: : __; .JIU CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. CONSTRUCT ACCESS RAMP PER APWA STD. PLAN 102-0-0C,TYPE 'B". QJ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. lliJ INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD-201-L WITH PULL BOX. @;J [fil CONSTRUCT METAL BEAM GUARD RAILING PER CALTRANS STD. PLAN A77A. INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH ST0-205-L. / ~a, +'~ ;;:!."3"..--_,__.--------I °;t-:., t----t------------t;:==7""'-------j----i+~~f-~_~.f,srif"-7"'-t-L.----'~/_.e,C::::::--t------------+-----t--_j_----+----+--fN}f l~SJ'~LCJ~'.')LO~--cLOuo+,· vcr,,-_l(IS>s-hcr--::----J-----j-----j-----j-----j--+--------j---------il'lV~'-,-.J. 'wl.1-----j-, ------------+--C\J tS) t.O -+ :[") + t--LO ~tS! ~ ' ~ [ill CONSTRUCT CRIB WALL PER CAL TRANS STD. PLAN C7-A !TYPE A AND TYPE Cl AND C7-E. INSTALL 1¼• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. N ""v I--:V .,., co + <.!) NM + IS> -.,., IS> <.£J en cn + IS> -"' r---l[) tS! I LI t_n I..O ~ + o:J + • +lf) LIi -- J a, - LO ""a sr N + .,., 0, IS> ,c LO " -" 1 ___., '---SOUTH TOP OF CURB co • ' LI) ± t.O ~ 0::: z co l.{') Ar 193.I INSTALL HYDROSEED LANDSCAPING 'w~ 1 I • I ' 00' '-....:1-Vl "'" . LEGENDS i 0 REMOVE EXISTING A.C. PAVEMENT . t---~ ----~ , _ +L(') ~ CLI-"-l"' CO r--+-----------+---+--<"'~sr'i'-----cv;,+;,,'----L/-,_...--,,,.c:"---------+------------+------------+-----------Vl:::J+,'""''!-,~---------=e--+-----<o::J>J-,z~_;;::::,~Z~---+------~l~----+------------+-- 1-, + ,q-~:t"T" o! ~ :::) 0 u a JI c:: ® REMOVE EXISTING TREE, STUMP AND ROOTS. ® REMOVE EXISTING CROSS GUTTER. e--+-----------+' ~--;~~'"]::!-.--v+~~--:::V:__ __ J-___________ -1-------------+-------------+-----------"~41::g::.": "+------------1---1-----+'·;)'·· !~ ~fi:;;~---t-------1-·• ----ft--'fSEi,E'ts;NSS-UflP'tEIJIRltE-JLJ!E-AVAuTRl~O~N-t--+---j "! C/1-=::J" ..,.,,,.,.,.. ~~ w~ : ' ~·H~t='T~~ @ RELOCATE EXISTING GAS tBY OTHERS) @ SEE SEWER PLANS (BY OTHERS> ........... • ...... -········ _ ..... ---······_.-.... -· '' ..; L,.,.---"' 9+1 0 762 349 10+ 10 281 485 11+ 0 UNINCORPORATED TERRITORY . NEWPORT BEACH GOLF COURSE EX,3~; HIGH DRIVING· RANGE 113 779 .. ' 48 1236 13+1i::l0 PROFILE HORIZ:!"=40' VERT .:1"=4' PLAN 1"=40' 114 1345 I I 14+ 0 ' lv,v, 331 1136 JUI Cl,._._._ t- I n.M I fJTT 1 U l\f 716 832 16+ 0 ' I 1384 103 DRAINAGE LINES B-6 & B-7 SEE SHEETS 27 & 29 FOR PLAN, PROFILE & DETAILS. @ 3663.00 17+ 0 I •..... ' ·;_ UTILITIES STATION EXC. CU. FILL YDS. ~ SOUTHERN CALIFORNIA EDISON CO. (I] PACIFIC BELL. [D @] SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH. ([] SANT A ANA HEIGHTS [J COMCAST CABLE. . ·"·•,. WATER CO. DR. 7 (16512) Sheet 5 Of 91 @ REMOVE AND REPLACE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT.3 . RELOCATE EXISTING TRAFFIC SIGN. RELOCATE P .P. <BY OTHERS) RELOCATE TELEPHONE STRUCTURE <BY OTHERS> RELOCATE WOOD FENCE. REMOVE EXISTING BACKFLOW PREVENTER. REMOVE EXISTING METAL BEAM GUARDRAIL. CUT AND CAP SPRINKLERS WITHIN R/W. PROTECT IN PLACE. RELOCATE EXISTING 5/8" OR I" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 @ REMOVE EXIST. WATER VALVE ® EXISTING ABANDONDED LINE TO BE REMOVED BY CONTRACTOR. ® RELOCATE EXISTING BURIED TELEPHONE CABLE (BY OTHERS>. ' ' SECTION ' (STA.12+50+ _ TO ½ N.T.S. 0 [I] ST A.14+46+ l 3 INCHES ON ORIGINAL DRAWING I \_y 2 I ORANGE COUNTY ·.... <:' PUBLIC FACILITIES AND RESOURCES DEPARTMENT 15°11'39" 962.38 15°11'39" 971.39 TANGENT 35.00 479.49 484.03 488.56 MESA / BIRCH REALIGNMENT MESA DRIVE PLAN AND PROFILE STA. 9+00.00 TO STA. 16+60.'1'1 MARK DATE DESCRIPTION PREPARED UNDER /11. ~ I w / SHEET REVISIONS SUPERVISION OF : ~t~ , RCE 38024 DATE z•Z.tl~ • DESIGNED ' TS, PK, LC SCALE DRAWN ' DB.RR !CHECKED LC AS SHOWN ... t LI --s=-=-· DATE 3-93 DRAWING NO. 5 OF 91 -& .... € C?j .c 0 .r 0 .,-A _, -, l:"A _, ' STATION I -' -·' I -I , I SUPERELE A TION TRANSITION ' ISl <.O t--,r0 100' :C V t.,0 10l "'z t"!JI I .JI. ' ·l 1-v,-., 1 t.U .,r·( I IU1''1 • -v -I"" --e----+--------!-.l'l-+~:-.+----'---+---------',,,L<t-+-----+------------+--------------+------------· ""'~ Lilt---Li) ~ ----:-Zo:: N i I ' I I • ~lO-q-~ Wt-ID WVt.00'1 +co l.[)t.D t.0 ■ -V: t--.,,... NOO -V V) ' ' ' u: CO I v: v; • • • I > CD T t--t:: ... 0:: r- t- t--_ ,..,.,.w "' ,.,, + • 00 ... EXISTING G ADE_.-/- sr sr I <Sl "' I'--"' sr ... <Sl <.D CD T <.D L{) I ' ' ..... ' ' ,..-, ISl + ISl "' L!) r0 t-r0 + • I'-- I I 32.26' L 42. 79' co '. + t.0 (j. A !.6. ISl 0:: ..., u L!) ... Ju, + : + . er, ... ~ Ll) . "' "' ... 0:: u co . co " SUPI RELEVATION TRANSITION CD <.0 ... <Sl N + CD 00 17 + 10 18+1 0 LD N + • 00 <.D NN + ...! ... ISl t-Ll) co ' L!) co sr L{) r0 + <.D sr \ ;,; <Sl ,_ . CD ST '-" « > L(h.O l/1 Cl. -+ • + '-. "' L!) '" 7 l T Gl=-2.4261/. f'?: ~R?1/. nF<;lf.N <;pFFn ='"" JPH " ;,•\,~\ (\J 0,-'•r,j -q-..... , + _: I~ --..... ,;:: ><" £:! V N IJ") iJi o::J"' ~'.:.I "'-1"'1.,-r...1..m ci-, 1 f'I DDf\l'TI I' Ii),,,., t-00 'f r--CD ... LD N > Cl. N<.O ·- <S) T t-..-. 022:? v + t-a,, - I i A 19+ ~0 i Ll) <.O t-<.D en ,._ _..,- <Sl <Sl :': N,sr "' "' + r-- lSl LD N sr ~ co N a, + . -N sr .i ,:: N sr ISl N Ll) Ll) <Sl <.O N sr + . ISl oo -" LO r--"] LO t-co + a N sr ISl oo N SJ" u > isi co ' -t-N sr > w <Sl ~ + CD - ISl co -N ISl + • N sr \,5oc'• u; co ·- -,_ NN + ,_, N..,- w'i m + • N sr ISl sr LO <.O T 0) NSI" FULL 31/. SUPEREL VATED SECTION 21 + ,0 t-ii5 + • N sr ~ r-- + • -co r--ISl + '...: N LD I I : ISl co ISl + . NCO ' LO t--N n ' NCO N sr "' SIJPERELEVA TION ISl ISl t-- I RANSITION , u co ' !.JJ~ 00 ' I ·U ' . 1- co 1.- ' ' -· "----NORTH TOP OF CU B PROF ILE ·"-'" <Sl t-+ (\J 'q ISl sr ISl - N ISl N LO '-"' N r0 + co N ISl NL{) '---SOUTH 22+00 ISl <.O Ll) T • Nm N L{) I .:!:. r-- (_J ' -> Lt) :N. LO <::::]"' Lf"• -q-~ ... ~ ,..->,I" ...... N L{) I.--=~ N r--+ ----,.,,_-- -..-N U1 ,., -- CD <.O L{) " ~ SJ" rr,N N LD l/) . ' ' . ' w . v, 400' VC 'VI =54.30 ' I t,t, .-.-.11_ ·--- GI= 1.582% G2-l.00% , DESIGN SPEEI -50 MPH N Ll) ' u ' w CD sr r0 NV I::r I'"') N Lf) ..,, U1 r r:::: . ' TOP OF CURB P OFILE ' I SUPERELEV ATION RANSITION ' I 23+ 0 24-+00 CU. EXC. 2452 2368 1021 159 316 455 583 661 SEE SUPERELEVATION TRANSITION DIAGRAM SHEET 10. 25+00 .J" ,:: A _, -, ,:: A _, STATION OJ [I] CONSTRUCTION NOTES CONSTRUCT 0.4' A.C. OVER 1.6' A.B. CONSTRUCT P.C.C. CURB & GUTTER TYPE A3-8 PER APWA STD. PLAN 104-0-0C. ~ CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN I04-0-0C [TI [§] CI] I]] [ill [ill ~ [30.[ [ill [ill ~ [ill [ 94.[ CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205, CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 CONSTRUCT ACCESS RAMP PER APWA STD. PLAN I02-0-0C CONSTRUCT LOCAL DEPRESSION PER OCEMA STD. PLAN 1308 AND DETAILS SHEET 33. CONSTRUCT A.C. DRIVEWAY. (6" THICK) INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD-20I-L WITH PULL BOX. INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L. CONST. CONC. STEPS, 6"RISER,I2"TREAD, PER DETAIL I, SHEET 8. CONSTRUCT MASONRY RETAINING WALL TYPE A PER O.C.E.M.A. STD. PLAN 6I8-0-0C <HEIGHT PER PLAN). INST ALL 1¼• SCH. 40 PVC ELECTRICAL CONDUIT AND PER CITY OF NEWPORT BEACH STANDARDS. WIRE CONSTRUCT 8" A.C. RAMP OVER N.S. TO JOIN NEW DRIVEWAY. INSTALL HYDROSEED LANDSCAPING. REPLACE EXISTING LANDSCAPING AND LAWNS. LEGENDS G) REMOVE EXISTING A.C. PAVEMENT • ®. REMOVE EXISTING P.C.C. CURB AND GUTTER. ® REMOVE EXISTING DRIVE APPROACH. ® REMOVE EXISTING TREE, STUMP AND ROOTS. @ REMOVE EXISTING CATCH BASIN. © SAWCUT AND REMOVE EXISTING DRIVEWAY. @ ADJUST EXISTING MANHOLE TO GRADE. +----t--+-------------+-------------+-------------+-------------+--------------+-------------t------------f---------------------------------------· -·-------·--·-----·-·-·· EXC. CU. iFILL YDS. @ RELOCATE EXISTING GAS (BY OTHERS>. @ RELOCATE P.P. (BY OTHERS) YDS. FILL 0 4 106 283 19 4 • .. '··,.:-.,· ··:._ . •" ·" ·-... ,. -,. . -.. _ ·::-. •, • •. ... -··• .. ·-·.-,_. •. ' CITY OF NEWPORT LlMIT's DRAINAGE LINES "B", "B-4" & "B-6". SEE SHEET 26, 27 & 29 FOR PLAN, PROFILE HORIZ:1"=40' VERT. :I"= 4' PLAN ["=40' 36.50 18.25 32.26 18.81 5 PROPOSED DRIVEWAY DR. 7 (16512) Sheet 6 Of 91 RETAINING WALL >-« EXISTING HOUSE RELOCATE EXISTING MAILBOX. REMOVE BLOCK WALL. RELOCATE EXISTING CHAIN LINK FENCE. REMOVE EXISTING WOOD FENCE. RELOCATE EXISTING GAS METER. <BY OTHERS> REMOVE EXISTING 18" RCP. RELOCATE EXISTING 5/8" OR I" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 WATER DISTRICT STANDARD NO. 3 RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 4 REMOVE EXISTING WATER VALVE. ;: A A<SEE BELOW) ~ t t EXISTING ABANDONOED LINE TO BE REMOVED BY CONTRACTOR. ,., j ~ ~' ISl w ~EXIST. SIDEWALK • V, !,!! 0 0.. ~'-I--------~ ~ "'--s CONCRETE I STEPS I "---RETAINING WALL DETAIL A' N.T.S. 6 ~ [] cg @J cg [D @] UTILITIES SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL. SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH. SANT A ANA HEIGHTS WATER CO. COMCAST CABLE. METROPOLITAN WATER DISTRICT (BJ COSTA MESA SANITARY / EXISTING SIDEWALK ~---;--~--- ½ 0 DISTRICT I 2 ' RETAINING WALL 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT BIRCH STREET 5 CO\ICRETE STEPS PLAN AND PROFILE ST A. 16+60.44 TO ST A. 24+43.68 SECTION A N.T.S. t.lARK DATE -OESCRIPTION PREPARED UNDER f---~-~--------i SUPERVISION OF = ·1. tJw, I".. 1JA SHEET REVISIONS RCE 38024 DESIGNED ' TS, PK, LC SCALE DATE DRAWING NO. 6 -_ ~ , DB::.~ t icHECKED 1 LC' , AS SHOWN 3-93 ~rl-S" I OF 91 ( l 1.7% CROSSFALL ! c---END SUPER I i co f------t--+------------+----:1;;;,;;;;-I+ ', -----tr~ TRANSl~T-l'-O'"N~----~f--LO-+-! -+----------r----W-E_S_T-t--TO_P_O_F_C_URB--P-R_O_F_IL-E------+--' ------------+----+----------+------------~: =-----------+--------------+--+-----I f--+--------------t--------1.WI.J.'-l-----r--+-----------'l :::."LO&,-'-,-+---------+;-----+------------+-------~,-----t-----+------------+-----------------JI·-:1----------------t------------------+------, f------t--+------------+--------,,,----,------rot----t--------;-------,----;,,< ''4;ei-t-------c--+---+------------+---------'0I\D,;-__ --t--f------------t--------,.,..------,------------,1~• .. ''!--'----------t------------+-----+-------1 ~ <.fl <fl + <Sl I / ""'"' -u I w 1/'l LCl,I") r, VJ;,...: a:: ,c--.. - i:-: • • • 55 55 -c:(""" V V N -I"-+ 1v. I,{') jV) LON~ N L.(') N LO N Li) N li) r--N-.. "-I"-N .±U) tr') r--: ro IS! N IS! l(') -.::;]'" o::,j I'--jV) !SI O') Ltl U') & f------t--+------------+----t--+'"'irlirN,----"-"-'fU'n"------':''"!:,+-f-c-~•---fm'l-ti,Ni-------'~"-f"cn_,___--+"-'~•+---+---+---+-~N'-'-j-'LO~~-~"'t'h'~n--_-_,.._:fN•cc:-----.c+~<Sl:--,±+,E"':-----if+rr"ro:-_~~+l-J--:"-:'--'N--'1f--a]+:r1--;c:l'--,--~.,_cl,"'.-"--t':J~"',----a,+ • ~"'' ... , N LO 1... -..., N LI1"'--._,.._,:~ -00N ,,... N Li> 1. N l.() en en • + ". ISl N T') I--v, VI ,I.. '""-............,_ N+LQ..___ u., NI.J') NL{) ' ' ' ' - -----t EAST TOP OF CURB PROFILE l/1 z "' f- <fl z <( 00 W f-i i T -L.L t't<Vr ILi:. I \ ,..-,--END SUPER NU, I w t.i\10> I 11,co L -_, :c ->-WI 00 rJ"'J : -U i OO 1-O...! Lr) l.O a_? I.{") CJ l.O ------t--------------t------;~----,,,+---r--------j-<L-=---------f------j-----,-----------t------j--------j 1------+--+-------------+--------c"=+-----=ct------1----+---+-----,,.,_._+-----,=->f=-.----+---"'<t-----------+-----<<J-t-'"-i--------------t-------~4m-- I-~ -cs,i LO + cn ~ r-l~ •1 LO LON LO ~ 1 " <ll-' • U -<l: SEE SUPER:LEVATION 55 51 STATION CU. EXC. YDS. FILL f--+--------------+--------c::H-"rr ''o--+-f-i~:>--;;ci1'9--'!K]tt-o:e·f=~~,_.,, "---,------1---=i=-J-"-J--f-----f--------+---'.i+&+'"+-------J:::'-;-------+-----~---"-+<~,__ __ -+_---t'-------------+--------Jd"f-~t,,,----t-----t--"5l---------+-----'::=:=c----':"'::'=:'--'1=-=:'c..c.:.-'-::'=--t-------t----j ..::: ~"' .,.-,co + 00 ;::, "'· "'cn; !I w "" , > I ~ "'+ r--"""' TRANSi TiO DIAGRAM 24+00 ~ ,.-. I.CJ -_"':I.~ -. ..:. r' t.D 0:::, NL{) -,,... ',.._-0::: N ~ u.'") I 25-00 SUPERELEVATION TRANSITION 26+00 627 3 A$-8 TO A2-8 623 0 27+00 SEE SHEET 8 FOR DRIVEWAY PROFILES 450 0 I. 7% :;ROSSFALL 28+00 PROFILE HORIZ:1"=40' VERT.:1"=4' REMOVE EX. 18" RCP FROM ST. ST A !24+43.68 TO EX. INLET ±~STA. 28+93 314 2 [I] 29+~0 102 41 30 ➔00 I. 71/. CROSSF ALL 59 91 • "' u ...J ... u I'- '° " "' > ~ ISl + ..... & " "'...J 9 31+ l0 ' I ' I 55 51 STATION UTILITIES EXC. CU. FILL YDS. ~ SOUTHERN CALIFORNIA EDISON CO. [E:) PACIFIC BELL. @J SOUTHERN CALIFORNIA GAS CO. (QJ CITY OF NEWPORT BEACH. ([] SANT A ANA HEIGHTS WATER CO. ([] COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT 12" WATER MAIN SEE SHEET 37 FOR PLAN, PROFILE & DETAILS DR. 7 ( 16512) Sheet 7 Of 91 OJ [TI [TI ~ [TI [I] [TI ~ [TI] @J [BJ CONSTRUCTION NOTES CONSTRUCT 0.4' A.C. OVER 1.6' A.B. CONSTRUCT 0.4' A.C. OVER 0. 7' A.B. CONSTRUCT P.C.C. CURB & GUTTER TYPE A3-8 PER APWA STD. PLAN 104-0-0C. CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. STD. PLAN 1209 CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L CONSTRUCT 6'" P.C.C. DRIVEWAY. CONSTRUCT A.C. DRIVEWAY. !6" THICKl INSTALL POWER SERVICE CABINET PER CITY OF NEWPORT BEACH STD-206-L. CONSTRUCT CEMENT MASONRY BLOCK WALL AROUND ELECTRIC SERVICE CABINET. 36" REAR AND SIDE CLEARANCE. ~ INST ALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD-201-L WITH PULL BOX. INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L. CONSTRUCT MASONRY RETAINING WALL TYPE A PER O.C.E.M,A. STD. PLAN 6!8-0-0C !HEIGHT PER PLAN). 135,I INSTALL 1¼· SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. 194.I REPLACE EXISTING LANDSCAPING & LAWNS. LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. ®. REMOVE EXISTING P.C.C. CURB AND GUTTER. ® REMOVE EXISTING DRIVE APPROACH. 0 REMOVE EXISTING P.C.C. SIDEWALK. ® REMOVE EXISTING TREE, STUMP AND ROOTS. ® SAWCUT AND REMOVE EXISTING DRIVEWAY. ® RELOCATE EXIST. EDISON VAULT /BOX !BY OTHERSl. 12. 13. (14. >-< ( 18. -.__.,, @ @ @ @ ~ @ ® ® ® @ @ @ @ ® 0 ADJUST EXISTING MANHOLE TO GRADE. ADJUST EXISTING VALVE CAN TO GRADE. RELOCATE EXISTING GAS !BY OTHERS>. REMOVE & REPLACE EXISTING CHAIN LINK FENCE RELOCATE EXISTING GATE. REMOVE P.P. !BY OTHERS) RELOCATE EXISTING LIGHT POLE RELOCATE TELEPHONE STRUCTURE (BY OTHERS! RELOCATE EXISTING MAILBOX. REMOVE BLOCK WALL. RELOCATE EXISTING CHAIN LINK FENCE. REMOVE EXISTING WOOD FENCE. REMOVE 18'" RCP. PROTECT IN PLACE. RELOCATE EXISTING DRAIN PIPES & GRATE. REMOVE EXISTING INLET. RELOCATE EXISTING o/« OR I'" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MCWDSTD. N0.3 RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STD. NO. 4 RAISE OR LOWER EXISTING VALVES AS REQUIRED BY CONSTRUCTION OF 12" PVC PIPE PER MCWD STD. NO. 14 EXISTING ABANDONED LINE TO BE REMOVED BY CONTRACTOR. ' ½ 0 2 I 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT BIRCH STREET PLAN AND PROFILE ST A. 24+43.68 TO ST A. 3!+00.00 DRAINAGE LINES 27,28 & "8-9" SEE SHEETS 25,27,29 FOR PLAN, PROFILE & DETAILS. MARK DATE DESCR!P'flON'"' PREPARED UNDER LAA .. .,_ A.,_ I ~A 1---~-~-------t SUPERVISION OF : rT~ "'l,,,i'• ~ SHEET PLAN REVISIONS RCE 38024 DATE;;r.-z..~-,,. DESIGNED ' TS, PK, LC SCALE DATE DRAWING NO. 7 1"=40' DRAWN , DB.RR lcHECKED , LC AS SHOWNt--3-93 .,... ,........_.~~~, OF 91 8 c, i l. r , . -' ! t:1 f----+------------+-------------+~-------------z--------------+------------+------==---=-=--:ccc--±==-==~-----------i------------1------------1------------1---r--, :a; -WEST TOP OF tURB PROFILE 1./) ' • ' ,.,..., , ,,-, 1• JI u 1 • • "· i I W . 7511/. 400' VC PVI = :,4.87 ili STA.33+25 Ut.~lu1-,i ..:,r't.t.U-;;IO 1v11n 5l V1 ~N + 1./) l'l u > N - + l'l -0.840% u c:, IS> ' -1./) 'N + . <.D - ,..., 1./) IS> t I_• ,..., U1 U1 :!:. co ,..., U1 • u CS, > L() I.()·-~ tSl ~ co ~!r---ISi ·-L() ·-I l---+----------,=~·l-----<Et---t---l./)-+O,-~<Sl=+--;ro+10,c'--l./)&his,~-MJIS>:(?--,";;;-, l ""q" -~ + ~ L.l ISi I"-(SI (SI , N ' l.{) I r:: r--L!) 1Sl u > ,:: _ G2_:=-0.51/. . _ . . . ..,,_..}'i,..., -.._ ...... ,.,,,., . .,·n • t.nlr--.. ISl"'=J"' r-·-,.:., i;s:iN :!"1.-• ~t'S? j",_:rril.()+vrv"?,"'!: -~'~ + +Q") +~ +. + !Sten ,~I,...,, a:, ,..:_1~ N+ l'<'1 + • + r<")N -r ..,.., I") I.() NV t0 Ui '-....__ r<)iui , I", I.() r-7 L() ::!:_ ,:..'. ...,.... ,:,.:: ::!::':.-.. :3::':.-. + N • 1 • 1 --+----------~-i,q_-¥~-·----iiH10~-----i~,...,fi--__J,...,2!1"'£L_J"'-1-'0 '_,,,__'_-+-~10-+""':_:____--+----+~~'+--+1----+----+--~•·+•"_'_:__'+'"_'_:__'+'"_'_:__'+'"_'__;;"''>-i-i,10i--,;;+~""4-_______ ~=05-Js!'-"i1-__;:""'~'-" ~ I ,,.. l"l l[) ' ,,.., ..,... ... , ! iv-) + ... ; + ,., + ·,----; (.0 N i..o N l.D N - ~. w· I ;-';:. IS> r--..... l'f") I . I V) 5l <f. 0. 7511/. _ -0,840% , , I"' "l'UI I II.SI •r--,. I,{) rv1 • I \ \ [TI GJ [TI [9 [TI [[] @] CONSTRUCTION NOTES CONSTRUCT 0.4' A.C. OVER 0. 7' A.B. CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C CONSTRUCT P.c.c. SIDEWALK PER OCEMA STD, PLAN 1205. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 CONSTRUCT P.C.C. LONGITUDINAL GUTTER PER APWA STD. PLAN !06-0-0C. CONSTRUCT A.C. DRIVEWAY (6" THICK> INSTALL 150 WATT HPS STREET LIGHT, TYPE ll PER CITY OF NEWPORT BEACH STD-201-L WITH PULL BOX. ~ INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L. l2s.1 ~ [ill ~ CONSTRUCT P.C.C. DRIVEWAY 14" THICK) CONST. CONC. STEPS, 6"RISER,12"TREAD, PER DETAIL 1, SHEET 8 . INSTALL 1¼• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. REPLACE EXISTING LANDSCAPING AND LAWNS LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. \_~ EXISTING GRADE ~ CL PROFILE --S--ZQ-j--t--t------------t------------t------------+-----------+===~===------+-----------+------------+-------------+-------------+------------+--+-~~~-01---~--j _,~ ffi :::~:: ::::~::; :~~~c~ ~~::o::~. GUTTER. l---+-------------·1------------+--------------1-----------------i------------t------------t----------·--+------------+------------+--------------I----I w f----f---t------------~-~f-------------f------------t-------------+--------------1-------------+--------------l'h"'l-----------f------------f----------·----·-l--·+-----I I- 0 REMOVE EXISTING P.C.C. SIDEWALK. -. - f-< - u > LO M'lfl : . 7511/. , IS> r-- 1•, I u i I IS> 1./) IS> + • N l'l 1./) -+ co l'l U1 1./) "" a, V1 \ N • + ,,., \ IS> -0.840% '--EAST TOP OF CURB PROFILE l'l U1 I "" IS> r--l'l z _J ! ,J ,J ® REMOVE EXISTING TREE, STUMP AND ROOTS . ~ REMOVE EXISTING CROSS GUTTER. S5 :;~:~:T:N:x1:~~ 0 ::1s:: 1 s::~~ T~: I::.w~:~ OTHERS). ® ADJUST EXISTING MANHOLE TO GRADE. @ ADJUST EXISTING VALVE CAN TO GRADE • @ RELOCATE P.P. IBY OTHERS) @ RELOCATE EXISTING LIGHT POLE. I 1.71/. CRO SFALL f----f----+-------------¥============1=============1=========="''"'==~~-============l=============I===-=-========ael,-------------+------------+--------------l----1------1 i I ' @ RELOCATE TELEPHONE STRUCTURE (BY OTHERS> @ RELOCATE EXISTING WATER VALVE. STATION CU. EXC. YDS. >ILL - -i ,-_-:. --. 31+ ~0 ' 9 3 91 67 3 50 101 33+100 10 163 34 ➔00 SEE SHEETS 19 & 20 FOR DRIVEWAY PROFILES 3, 9' ' 78 52 35+ 2l0 PROFILE HORIZ:1"=40' VERT .:1"=4' 12" WATER MAIN SEE SHEET 38 FOR PLAN, PROFILE & DETAILS PLAN 3 9 266 0 36+ 2l0 475 0 37+00 5 38+00 I R / W---------..; I 39-00 ,I ' A f i z V)~ ~- L__-+-l--------!:---l-+-+H-+-::E !:!:!~ ---+---=::,.__ EXIST A _j • <[ Cl: 0:: / IS> >W -' 0. WALKWAY 1------1:=~='=:=~'-N~ -- : I J ~I ~ SAWCUT & JOIN I ,f---1---<, EXIST. WALKWAY : 2' -0'' I VARIES I MIN. ' 2'-0'. WITH NO. OF TREADS B~ I PLAN VARIES 5'-0" EXIST I .( WALKWAY SLOPE¼" I 2% MIN. I ITYP.> 81/. MAX. ' ~--"""~~==~";::::: = f = = = ,! L 4" 3'" MIN. 0 41!112" o.c. 0 4 UNDER EACH RISER SECTION A-A 6" "----" 5'-0" . '\'-0" MIN. 6" fE-=-- STATION EXC. CU. FILL YDS. ® CUT AND CAP SPRINKLERS WITHIN R/W @ RELOCATE EXISTING MAILBOX. @ REMOVE BLOCK WALL. @ RELOCATE EXISTING CHAIN LINK FENCE. @ REMOVE EXISTING WOOD FENCE. @ RELOCATE EXISTING GAS METER. @ PROTECT IN PLACE @ REMOVE EX. BRICK WALK. @ RELOCATE EXISTING DRAIN PIPES AND GRATE. @ RELOCATE EXISTING BACKFLOW PREVENTER. RELOCATE SIGN IBY OTHERSl. RELOCATE EXISTING ¾ OR 1" DOMESTIC WATER @ @) METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD ST AND ARD NO. 4 RELOCATE EXISTING BUILDING MONUMENT. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. (E] PACIFIC BELL. [£J SOUTHERN CALIFORNIA GAS CO. [QJ CITY OF NEWPORT BEACH. ~ SANTA ANA HEIGHTS WATER CO. ([] COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [BJ COST A MESA SANITARY DISTRICT ½ 0 2 -----. ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT 1 I VARIES PER PLAN DR.7 (16512) Sheet 8 Of 91 MESA / BIRCH REALIGNMENT BIRCH STREET PLAN AND PROFILE 2" CLR. L ITYP .l-;j, i 3" CLR. __ _J ITYP .l \ .\__ 0 41!1!2" o.c. ~ 0 4 UNDER SECTION B-B EACH RISER CONCRETE STEPS N.T.S. (£) ST A. 31+00.00 TO STA. 37+00.00 MARK DAT£ DESCRIPTION PREPARED UNDER JAA ) /), J /" ~ f-~L---'----------1 SUPERVISION OF : r flt f At t IA/• :-.Pf?~ REVISIONS RCE 38024 DAT£ Z.-Ll'-l" DESIGNED ' TS, PK, LC SCALE 1--------~-------1 DRAWN l DB,RR CHECKED I LC AS SHOWfi, -'-'--'---,,_. ___ '--~ ,r • DATE 3-93 - DRAWING NO. SHEET 8 OF 91 . s \ . • I I i I I II ---------------t------------+--------------1------' ,-A ., 7 C:,. I ! rr, LU I , I V) ~ ~-r-!Sl V) . . u u ifOfO' vc ---. r v1-::ll.lL DESIGN SPEED-50 MPH u w u l -0.50% Ii I -.. ,-, r,, J L. -_. e ,.JV I I . w "\ I • "\ "'----wFS-TOP OF CURB PROFILE i . I ! ,_01---·V-€ ...... ,. A~~--,...,..A A11_.,,., Gl=-0 50% G2-+l.10% DESIGN SPEED ~0 MPH EXISTING GRADE --, -la:> . -' •1= > 0 W • • ~ en w I K"'\ 7 • -'l.;:i,c -: lSI-µlj &u.., l!°'N lSI-,t& /Si l.O r,,,,11"" ~ L{)! ~ ·-L{) -,,-., Cl) "f" L,i-I ~- \__ CL PR, FILE "'--EAST OP OF CURB PROFILE hr lo ,._,, 1-.J..i . • ' . I I . STATION • 37 L0llJ 38, 00 39 00 40 ➔ 00 41+:ll)ll) 42,00 43-00 cu. 1Exc. 699 662 518 530 ' 585 YDS. :t-F-IL-L---t------t------------t------=-0-=--=-------t-------"--"0"'------------1----------':'._'.0~-------l---------''--"0"'---------,----------"0-"-"-------- PROFILE HORIZ:1"=40' VERT .:1"=4' PLAN 240 1 SO. BRISTOL STREET IMPROVEMENTS SEE SHEET 13. --- 43•00 • I I I :::(;, I f--;-,-I VJ .• ' Ip--_ ;111 r -,--,;.:! +-5' ___j-1 .: : I LI 0 ·-:; .. -,.111 f--<,.1,_ (/) : •."<:::-,. 0::: I a) : I I • lie'-I VJ I I I - 44 ➔ 00 C.L. INT. ST A. 43+02.28 BIRCH = STA. 16+60.14 SO. BRISTOL E,ISTING 36" ;381 G I Wl,TER 45-00 -. .., ., --J c:r STATION EXC. CU. FILL YDS. [TI [TI w [];J [TI [I] [JjJ ~ ~ I 25.f ~ 135.f CONSTRUCTION NOTES CONSTRUCT 0.4' A.C. OVER 1.6' A.B. CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C CONSTRUCT P.C.C. SlDEWALK PER OCEMA STD. PLAN 1205 • CONSTRUCT P.C.C, DRIVEWAY APPROACH PER OCEMA STD. 1209 CONSTRUCT P.C.C. LONGITUDINAL GUTTER PER APWA STANDARD PLAN 106-0-0C. CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD.-304-L. CONSTRUCT A.C. DRIVEWAY 16" THICK). INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD.-201-L WITH PULL BOX. INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD.-205-L. CONSTRUCT PCC DRIVEWAY (4" THICKl. CONST. CONC. STEPS, 6"RISER,l2"TREAD,PER DETAIL !, SHEET 8. INSTALL 1¼• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER (;!TY OF NEWPORT BEACH STANDARDS. ~ REPLACE EXISTING LANDSCAPING AND LAWNS. LEGENDS REMOVE EXISTING A.C. PAVEMENT. REMOVE EXISTING P.C.C. CURB AND GUTTER. REMOVE EXISTING DRIVE APPROACH. REMOVE EXISTING P.C.C. SIDEWALK. REMOVE EXISTING TREE, STUMP AND ROOTS. REMOVE EXISTING CROSS GUTTER . SAWCUT AND REMOVE EXISTING DRIVEWAY. ADJUST EXISTING MANHOLE TO GRADE . ADJUST EXISTING VALVE CAN TO GRADE. RELOCATE EXISTING GAS(BY OTHERSl. RELOCATE EXISTING TRAFFIC SIGN. REMOVE P.P. (BY OTHERSl RELOCATE TELEPHONE STRUCTURE <BY OTHERS) RELOCATE EXISTING MAILBOX. REMOVE BLOCK WALL. RELOCATE EXISTING CHAIN LINK FENCE. PROTECT IN PLACE RELOCATE EXISTING o/« OR I" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 3. RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STD. 4 REMOVE EXISTING WATER VALVE EXISTING ABANDONED LINE TO BE REMOVED BY CONTRACTOR. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. ~ PACIFIC BELL. @J SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. ([] SANTA ANA HEIGHTS WATER CO. IT:J COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [BJ COST A MESA SANITARY DISTRICT ' ½ 0 2 I DR. 7( 16512) Sheet 9 Of 91 I 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT BIRCH STREET PLAN AND PROFILE ST A. 37+00.00 TO ST A. 43+02.28 ( ' \ I • 0 Cl) • co + """ I --Q 14+oo ---~L-J_ __ l5+oo q_ MESA DRIVE """ """ • 0 lO + lO ~---u 1~!+0:0~---~QJL_ ---!----.---®-A_ ~ I 7 00 \ \ _ CROWN RUNOFF 180' SUPERELEVATION RUNOFF \ r""-E--------=..:....:-=-:..:..:..:_.:...:..=..:...:..=..:......:..._ _____ ~--1""----___:__;:..:... ___ ....::....::---=:__:_:=:...:...:...:....:....:....:.:.:~.......:..:=..:..:....:__~~\ I V V ·u CX) > CX) co + rr, ~ -I. 7% 100' vc ROAD . V V • u CX) > CX) w + V -I 20' 2/3 L 60' I /3 • f'- -U + > ID CO • 0 ID + ID - - • u 0 u co I"-> + co ID -r ... L_ V V • V f'-1D U • U + >0 > IDwr--m + -L -100' vc V V • -0 0... N + I"-- --V """u '> Ow N + I"- • '+3% ',-3% • Ou N> + w I'-_ 50' VC-<.0 _ I 00' VC _ ~-E-----.::.....=.._....:....=-~.i -~-E-------~=--____.!....:::'...._ __ ___;~ SUPERELEVATION TRANSITION DIAGRAM e=3. 00 f=O. 15 V=40 MPH L= 180' 00 lO • l'0 s;;:J"" + s;;:J"" N N. T. S. - I I \8+00 N T SOUTHERLY E.P. NORTHERLY E.P. 0 DELTA/BEARING 74• 47' 39" ! DATA RADIUS L EN./DIS T. TANGENT 600' 783, 24 I 458.69' ~--1A u w / ~i BIRCH STREET 23+oo ~~----- ---~1--.-------L--------4------------t----------t---L__--- SOUTHERLY E.P. NORTHERLY E. P. - CX) ID • rr, u rr, > + co rr, N . ,-3% CX) \.0 • u I"") > I"") co + I"") N -- - 100' vc CX) ID • rr, - CX) a.. + rr, N I 00' vc 24 +00 I 80' 60' 1/3 L -CX) ID . u 1"1> rr, w + V N1 / CX) CX) ID ID • u· rr, rr, >ID + wrri + V V N N -- ..... CX) (,.0 u· > I"') co~ V N -- 25+00 26+00 27+00 SUPERELEVATION RUNOFF 120' -2/3 L CX) ID CX) • ID -• • ID -ID u u + a.. CX) > ·v + w WN V N 50' vc -- - - CX) ID • • > rr, w ID _J + L(') w N CROWN RUNOFF CX) ID • - L(') u > + co ID N ' '· . 100' vc - "u 1.n > + w I'-· ("\J ( - I . 7% SUPERELEVATION TRANSITION DIAGRAM e=3. 00 f=O. I 5 V=40 MPH L= 180' N. T. S. FUSCOE ENGINEERING DR. 7(16512) Sheet 10 Of 91 '\ ' 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-!96o FAX (714) 474-5315 ,,,, ,C ---- - REFERENCE: SUPERELEVATION TRANSITION PER CALTRANS HIGHWAY DESIGN MANUAL, SECTION 202 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT SUPERELEVATION TRANSITION DIAGRAM MARK DATE DESCRIPTION :,:~~ffio¼NiJRJ~,.J /,b · ffiA ,,,SHEET REVISIONS 1 ~I ·1 DATE , I 0 DESIGNED , TS,PK.LC SCALE DATE DRAWING Nn. DRAWN , DB _ I CHECKED , LC AS SHOWN 3-93 • ,.. j• ~~41 .. lr ii. OF 91 s ) I C Ar STATION CU. EXC. YDS. >ILL I L-"'fL.o, J ~ r.' "/l.//l "/l:;; I ' -.... I I ' O I ,... - • I" I -......... •• V ,_ --_ 165' VERTICAL CURVE J .J.=51.30 ' ', .-.... IA '----7 ......... , r"'"'--C. 1:;.17• '\ . I-u DESIGN SPEED=25 ~PH \ .....J tSt fwjl/) U ll"I C0 N l"'1 IS) "': --- -. . u ID + ~ \ + "' -1~ \ V ,., u UJ + • N a, - I{") -IS) + f"',. I{") V WESI I'--. Uf-................ 7 Lf1 J I{") V IS) ,-. + • -..,'.l._ 6_ ,-l{") V , > w °'-- '<t ........ I{") N N,_ "" ..; ......., \ I "' ':l' * Al I.I') I.I') "" N I.I') V .............. IS) a:: -,~ ~ IS) ..,.: 'fl N i:_-"' ~ "1 a, ';<I i,<i ';<I ';<I ~ ~ I .."I .."I J';. I ;21 <si :t J <si IS> ~ ~ ~ I.I') o-t ~ v:N ~ ;; -. -,,.. V • 01 , I + -I{") • ":-"' I{") • I{") N IS) "' + • / . tv,Ol+-t-..,.. ...,_ ...... r,'11·, ' ' .L---/ EAST_ TQP-/ .....____ Dl_-,,..An. --. -. L.L I 1,v1 ILC.. ' ,. • ••••• ,.,,,~i,.. \I r-_.,-,,-,.,.,., P .[.=32.56 + ~ rv) I.INIJ !::::: l/"I I .. 'IV ,....., _ + ...... tSt -001-(S) s NI~ / -1:" - . . ' ' , I.I') "" I.I') V + I{") 1.()11/ L, ./ u > -V) ,- cx,-,- IJ11,..._CO N •a:,+_: ,._ -,,.. V +'-"' - ~tSlu; l + • / U) U) .. fi 8. 341/. EXISTING FINIS ED SURFACE AT C.L. --c:E.P . w z w co IS) + I r l -• ---------------+----------------+----- 51+ 0 52+1Zl0 53+00 55+00 56+00 57+ ~0 -------~1=0=.6~~---+-----:-=-::-'0':-= ___ +------::-=-=0"':------c,------+------_-0------------+--------=-=-'0"'---= ___ +-----,--0"'-----+ 81.3 1034.3 2370.2 4905.2 1686.5 162.1 ---- SEE SHEET 24 FOR CRIB WALL PROFILE PROFILE HORIZ:1"=40' VERT .:1"=4' SEE SHEET N0.2I FOR DRIVEWAY PROFILES. DRAINAGE LINE "B" & ""B-2" SEE SHEETS N0.26 & 27 FOR PLAN, PROFILE, & DETA,ILS. 12" WATER MAIN SEE SHEET 41 FOR PLAN, PROFILE & DETAILS 230.00 250.00 270.00 25.00 CURVE DATA DELTA LENGTH TANGENT 38 °46'27" 155.65 80.94 55°25'22" 241.83 131.32 55°25'22" 261.17 141.82 106 '38'55" 46.53 33.57 ------· ---------1 DR.. 7 ( l Sheet 6512) 11 Of 91 7 ..J A -, ., ' •• ,, , ... ST A TION EXC. CU. FILL YDS. CONSTRUCTION NOTES GJ CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C [I] [I] CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 [[] m [Kl @] CONSTRUCT ACCESS RAMP PER APWA STD. PLAN I02-0-0C CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. CONSTRUCT A.C. DRIVEWAY. 16" THICK> INSTALL 150 WATT HPS STREET LIGHT, TYPE 11 PER CITY OF NEWPORT BEACH STD-20I-L WITH PULL BOX. ~ CONSTRUCT METAL BEAM GUARD RAILING PER CAL TRANS STD. PLAN A 77 A . ~ lliJ [ill [ill INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L. CONSTRUCT CRIB WALL PER CALTRANS STD. PLAN C7-A CTYPE A AND TYPE Cl AND C7-E. CONSTRUCT 0.25' AC OVER 1.00 A.B. INSTALL 1¼• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. I93,I INSTALL HYDROSEED LANDSCAPING LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. ® REMOVE EXISTING P.C.C. CURB AND GUTTER. ® REMOVE EXISTING TREE, STUMP AND ROOTS. @ RELOCATE EXIST. EDISON VAULT /BOX IBY OTHERS). ® ADJUST EXISTING MANHOLE TO GRADE. @ ADJUST EXISTING VALVE CAN TO GRADE. @ RELOCATE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT.3. RELOCATE EXISTING TRAFFIC SIGN. RELOCATE P.P. IBY OTHERS> REMOVE EXISTING 18" CMP. RELOCATE EXISTING 5/8" OR I" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 @ RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD ST ANDA RD NO. 4 @ RELOCATE EXISTING BURIED TELEPHONE CABLE IBY OTHERS). UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. ~ PACIFIC BELL. ~ SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. ([] SANT A ANA HEIGHTS WATER CO. IT:] COMCAST CABLE. @J METROPOLITAN WATER DISTRICT (BJ COSTA MESA SANITARY DISTRICT ½ 0 3 INCHES ON ORIGINAL DRAWING 2 ORANGE COUNTY PUBLIC F AC ILi TiES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT MESA DRIVE ., PLAN AND PROFILE i-rt_.,? ST A. 51+00.00 TO ST A. 56+80.00 SHEET l l OF 91 STATION CU, EXC. YDS. -ILL i • ! & & + ,,. ..., 1+00 u -Ill N ~ ISl + "' "" .::. l "' & V) "' "' ' "' 'V) . co + T') N V) • ' + llY I • <.,'f. ,, I.I 'l. Ill CO N '<T ' -SJ" '<T ' N . I. • . - -. !'-a:: & (L SJ" \.0'l. I =,,..., I 0 -. "'< '<T 1,,....ro \ '--TOP OF WEST CURB \ 00 SJ" N r-- N ,.,-, ... ,.., .,,.,_ ~ f- (L 0 a:: \ ,,. .,. 0:, . N ':1 :;; I \ 2·1. _ I'-+ N ,.., : o::r ' ' u: / co ! • + : .,. • 1 ....... N ! ,..., a_ \.01/. J•-• t . ..,,, vr c_,......, 1 ...,._ 'I..' 3+ 0 I ----.___,__ IDENTICAL At)\ -- --, r JU -, n "- STATION CONSTRUCT I ON NOTES 8J CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD, PLAN I04-0-0C CONSTRUCT P,C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD--304-L. Qg CONSTRUCT A.C. DRIVEWA-Y 16" THICK). @J INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD-20I-L WITH PULL BOX. ~ INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L . I 34.I CONSTRUCT 0.25' AC OVER 0.34' AB 135.j INSTALL J¼' SCH. 40 PVC ELECTRICAL CONDUIT PER CITY OF NEWPORT BEACH STANDARDS. I93.I INSTALL HYDROSEED LANDSCAPING LEGENDS © REMOVE EXISTING A.C. PAVEMENT. ffi :::::: ::::~::~ :~~~~ :~::o:~:. GUTTER. ® REMOVE EXISTING TREE, STUMP AND ROOTS. ® REMOVE EXISTING CATCH BASIN, ® SAWCUT AND REMOVE EXISTING DRIVEWAY. @ RELOCATE P.P. IBY OTHERS> @ RELOCATE EXISTING MAILBOX. ~ [I] UTILITIES SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL, SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH. --+-----------+----------~-+----------+----------+-------'0"-----------+----~0~-----+----~0-----+-----------____ EX_~ CU. I 1758.3 2148.l 436.0 i FILL ;YDS. IT] [EJ [TI II] [QJ SANT A ANA HEIGHTS WATER CO. COMCAST CABLE. DRAINAGE LINE "B" & "B-2" SEE SHEETS N0.26 & 27 FOR PLAN, PROFILE, & DETAILS. 12" WATER MAIN SEE SHEET 40 FOR PLAN, PROFILE & DETAILS I u <l'. w co l-o:: 0 ()_ 3:: w z LL 0 >-1--u PROFILE HORIZ:1"=40' VERT .:1"=4' ft I.D. ® Q) I RADIUS 100.00 38.00 DELTA LENGTH TANGENT 29°35'3I" 51.65 26.41 239°11'01" 158.63 66.91 (16512) DR. 7 12 Of 91 sheet METROPOLITAN WATER DISTRICT [BJ COST A MESA SANITARY DISTRICT ½ 0 2 I 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT BIRCH STREET PLAN AND PROFILE CUL-DE-SAC STA. 1+00.00 TO ST A. 3+15.62 MARK DATE OESC"{J/!tioN PREPARED UNDER /A~ _L, (), J /'--.,,,f;, f---~-~-------1 SUPERVISION OF ~,n•• 1~ ¼~ SHEET REVISIONS RCE 38024 DATE~ •Z.¥-'t PLAN DESIGNED' TS, PK, LC SCALE DATE DRAWING NO, 12 AS SHOWN 3-93 _ OF 91 1"=40' DRAWN , DB,RR lcHECKED , LC L-----------------------------'-----'------------------------------..-..~f-'-,-e. ~ ;{,~t~'•J I ! I '---------------~'---- 1 ----t------....,,,,,.,,,. i I ....,,,,,.,__ ---:---------.... ~--+-----------+------------+------------+-----------+--------- 1 ....,,,,,.,,,. ! ~ ' . I ' X --+------------' --------------------ta:cJ--_~w~---------t-- ........ ~ ! ------------ I ....,,,,,.,,,. c::; ! & & I §> & I ......._ Z tSI iSt CO & lD ''"' (J1 tS) o, ISi ~ ! "-~ !$1 0 !SI lD LD "'' t--tS!;;,.., ,., 0 ~ ' """') r---; iSt r--l() IV") 1+ f"") + i"l ISi& r-7 + -q-------<':;:>+".;c--------- i co I -~ z 0 -, ! -------, I ! ---+-------,t----- i ---------------+-- CONS CTION NOTES ~ CONST P.C.C. CURB & GUTTER TYPE A3-8 PER APWA ST LAN 104-0-0C. ~~rr~~-------------~'-----~-·~,~~N~~&%"~-N~~~-----= ~~--+---N~~-------~=~~ -------~~ U!~ ...) V ! ---------~· ____ _,!,,__~____;" -:::..: ~ tJ") -r-7 .... ... I <.O ~ 56 6 ONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 -=====-======~'""-..~~~ i, ~~::::]~~::::::~::::::~0~. :B:%=::===0=.2=1=%~==~'====~0~.3=i4~%:~~~J~~~~~--~-~~~~~~ 1T[~~:~0 ~- 2 ~ 2 =%:::~~1=0.=9=9%=. :-:==== -+--+---~, r,:;-;-i _______ --------;--,,,Olw%~ --~,-----0.947. , --------+~-----\,+--------+-----------~•---+-___ +i---------------+-----+------------+-,! ----+ ,/~ l1.!.:J CONSTRUCT 0.95' A.C. OVER N.S. -+-----; c -........_ I __ 1_-__ N'_L_Y_T_._c_. _P_R_O"ILE _ A'.'-----1 EXISTING GROUND , ---,'-~(c-----------+------------1---------------~·' -----.ii'""-3-r---l i -----' --! t ----------"------",1'<_:-c:____ i ~/2~ ~~ ~' ~~ LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. t-----rc--------~l~----_-_-_-_-_-_-_-__ -_-_-_-_-_-_-_-_+':=---------_-_-_-_________ _:-=-:_~_=r-=_-___ -_--_-_-_-_-___ ~-~=~~~-~---_-_-_-_-_-_-_-_~_,i~'--i,,'o-~~:-?~G~-~---~~~~~=-=· =-----------------tf-,<-~-~_:_CS'~-------+----------------------7,,,,.-+-_-__ --1_-----J 11 ~ I ........ I EXISTING 16" H.P. GAS MAIN ' ------------~ A~ I .,1-i"u'l---+--t---------, U ! : ....... ,.... -------+-----------------------------~ I ____ _,.,.....,_ ---------t--- I ....,,,,,.,__ I ~ ®. REMOVE EXISTING P.C.C. CURB AND GUTTER. 0 REMOVE EXISTING DRIVE APPROACH. i ....,,,,,.,,,. ,-. : ! ----v--. -----+-----+ ! ......._ ' @ RELOCATE EXISTING TRAFFIC SIGNAL. @ RELOCATE EXISTING TRAFFIC SIGN. -------+--------------------....,,,,,.,,,. ....,,,,,.,,,. ---------+-------------',.+, -----------+------------+------------ ------@ PROTECT IN PLACE . 1....,,,,,.,,,. -~-----~ t-----+----+-------------0 --------------+-------------+----------------jl-----'"~,;:--------+------------+-----------+-1------------+---~~P'" -------+------------+---+------j ' ~ ----+-- ! : I ! ,,,,,,,, ~-~-----------, ... ....,,,,,.,__""' ____ )_____ ------ UTILITIES f---- STATION i cu. iExc. I YDS. jFILL i i i I i ------------+----------: ------+ ----____ __.,..~....,,,,,.,__--;--' -----------1-------- ----------+i-----------,.i----------+------------+--,-.....,,,,,.,__.--:------ ' I i 10+®0 ; T 0 0 i ' -E-- 12+1 0 11.8 17.4 2.0 0 RTE. 73 150' CURB TRANSITION 13+00 16.9 0 NOTE: CAUTION! -~---.... ..._ ___ _ 14+ ~0 ....,,,,,.,__ 15 + 0 0 16 , 0 ....,,,,,.,,,. I ---j-----~ 0 ........ ! PROFILE HORIZ:1"=40' VERT.:1"=4' I l.5 0 ONA DEL MAR FREEWAY -----+------___ _,,, --- ~ N "' + <() 16+112JII" 17 +i 0 i I u i SEE SHEET 14 FOR INTERSECTION DETAIL SEE SHEET 45 FOR TRAFFIC SIGNAL PLAN ! STATION Exe. I cu. FILL [YDS. ~ SOUTHERN CALIFORNIA EDISON CO. ~ PACIFIC BELL. IT] SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. ~ SANTA ANA HEIGHTS WATER CO. ([] COMCAST CABLE. @J METROPOLITAN WATER DISTRICT lih] COSTA MESA SANITARY DISTRICT [I] MESA CONSOLADA TED WATER DISTRICT NOTE: CONTRACTOR SHALL NOTIFY MWD TWO WORKING DAYS PRIOR TO START OF ANY WORK IN THE VICINITY OF THE 36" WATER LINE. CURVE DATA 0 DELTA RADIUS LENGTH A 90°00'00" f--c><H 5.00' 7.85' ½ 0 I 3 INCHES ON ORIGINAL DRAWING TANGENT 5.00' 2 ' ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT 0 w I- <( a::: 0 a::: 0 u z z :J LL. 0 >- 1- u ~~ESA / BIRCH REALIGNMENT _, nRISTOL STREET PLA ND PROFILE ST A. 10+00.00 TO A. 16+60.14 f-----f----fl-------+-------.------- MARK DATE DESCRIPTION PREPARED UNDER /' , • . -~-/ ,__ SHEET t--~-~-------1 SUPERVISION OF , , -' . ' " -..,.~ REVISIONS _R_C_E-38-02_4 ___ D_AT_[_ •• " ,, 1.3 DESIGNED : TS, PK, LC SCALE DATE DR.A.WING NO. ,-D-RA_WN_,_D_B-,R-R--~lcH_E_CK_ED __ L_C--1 •s SHOWN 3-93 OF 91 • .,,I ,~~~ ( [I] [TI ~ ~ [jjJ ____ _/ CONSTRUCTION NOTES CONSTRUCT 0.4' A,C. OVER 1,6' A.B, CONSTRUCT 0.4' A.C. OVER 0. 7' A.B. CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 CONSTRUCT ACCESS RAMP PER APWA S TO. PLAN 102-0-0C CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH CONSTRUCT A.C. DRIVEWAY {6" THICK). ST0-304-L. @;J ~ ~ ~ 121.1 [ill @;] [ill CONSTRUCT 6' P.C.C. RAMP PER DETAIL @ INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD.-201-L WITH PULL BOX. INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD.-205-L. CONSTRUCT 36"Xl8"X18" CMP WYE. CONSTRUCT PIPE HEADWALL PER CALTRANS STD. D89 {SINGLE WALU. CONSTRUCT 18" CMP, 14 GAGE. <L=93' TOTAL! CONSTRUCT ACCESS RAMP PER CALTRANS STD. PLAN NSP A88 INSTALL 1¼• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. UNINCORPORATED TERRITORY 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 , , , ·' r. ·-·. -.. -.. -. ·-. ·-·. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. - . ·-· ·- : CITY OF NEWPORT BEACH I ~ ~ SEE SHEET 42 FOR TRAFFIC SIGNAL PLAN! z FEATHER OVER F SMOOTH JOIN 10' 10+69;,03 ECR JOIN SEE TOP CL I ·• .. I SHEET 4 OF CURB PROFILES FOR & I: INTERSECTION \ ' \ \ I \ I I ' ' I I I I I I I I I I REMOVE EXISTING A.C. PAVEMENT. REMOVE EXISTING P.C.C. CURB AND GUTTER. REMOVE EXISTING DRIVE APPROACH. REMOVE EXISTING P.C.C. SIDEWALK. REMOVE EXISTING TREE, STUMP AND ROOTS. REMOVE EXISTING CROSS GUTTER. REMOVE EXISTING CATCH BASIN. SAWCUT AND REMOVE EXISTING CURB. SAWCUT AND REMOVE EXISTING DRIVEWAY. LEGENDS RELOCATE EXIST. EDISON VAULT /BOX <BY OTHERS>. ADJUST EXISTING MANHOLE, FRAME & COVER TO GRADE. ADJUST EXISTING VALVE BOX TO GRADE. FURNISH AND INSTALL HANO RAILING OVER NEW PARAPET WALL. RELOCATE EXISTING METAL HANO RAILING RELOCATE EXISTING CHAIN LINK FENCE/GATE PER TYPICAL SECTION SHEET 3. RELOCATE EXISTING TRAFFIC SIGNAL, V • 1-:::c I V'l .. I SEE SHEET 4 FOR . RETAINING WALL DETAILS ~ 0 @ @ ; 38. 42. RELOCATE EXISTING TRAFFIC SIGN. RELOCATE P.P. <BY OTHERS> RELOCATE EXISTING LIGHT POLE. RELOCATE TELEPHONE STRUCTURE <BY OTHERSJ REMOVE EXISTING MET AL BEAM GUARDRAIL. REMOVE BLOCK WALL. REMOVE EXISTING WOOD FENCE. PROTECT IN PLACE RE.MOVE EXISTING INLET. REMOVE CONC. SWALE. RELOCATE SIGN !BY OTHERS!. REMOVE EXISTING 18" CMP. RELOCATE EXISTING '1/« OR 1" DOMESTIC WATER METER BEHIND NEW SIDEWALK P[R MCWD STD. NO. 3. RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STD. NO. 4. NOTE: EXISTING VALVES & TANKS TO BE RELOCATED BY OTHERS. ....J :::C I u. I- <( . [jjJ • ... 6 4 ~ [I] IT] [[] [I] ITJ [I] [BJ UTILITIES SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL. SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH. SANTA ANA HEIGHTS WATER CO. COMMUNITY CABLE. METROPOLITAN WATER DISTRICT :z COSTA MESA SANITARY DISTRICT I er ..... . 0 l5+54.14 JOIN EXISTIN$ f 6 j··········· l 15+ 78.64 BRISTOL ST. 6 25' DWY. ._. • LL w 1-1-. ....I <>-•<( er l5! u 0 f-i LL a.._, 0 er b:'. ! 0 P:j w Uµ.1,1-Z[!< • I i A SEE SHEET 9 FOR TOP OF CURB & CL PROFILES SEE BRISTOL 12' FLARE 1- 1.1..1 1.1..1 a:: I- I/I SHEET 13 FOR SOUTH STREET IMPROVEMENTS 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 t 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 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 r-1 I I I I I I I I I I I I I I I I 1 . I I I I L\ I I I I j .. -,.L.. _____ _ ! '\ \. ' \ \. '--_•"':::,-.•..:,:.-..,,l-''-=~•0-.,,J.•QJ•:.:_:•;:-,;,.c•,:,;-o. ' --- - ----~--- C.L. INT. 43+02.28 BIRCH = l6+60.14 BRISTOL 43+0~ I _,,, ........ ,...,,,.,...,.,.,.,..,.,, .• =.·····---'=·=····=··=·····=··"····=···•··· I . I • I • I ! ,J,. I ,------------- _I I I I I I I I I @GATE ;:X_ ~X. tEE SIDEWALK AND LIGHTS TO BE PROTECTED IN PLACE. -• -• - - ·r. -. -. -·----·----··"'·"!"i""!!".--.•··-·-■ -■ -■ -■ -5 ' • I j 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 I I I I I I I I 13 126.34 TCl !25.67 FU 7'-6" BENCH f/-0" r LEVEL LINE 6x6xl.4Wxl.4W WWM Q CENTER RAMP DETAIL NTS 6"CF ' <.O G) I 6" l'-0" 30"RCP DRAINAGE LINE 'D"SEE SHEETS 25 & 29 FOR PLAN, PROFILE, AND DETAILS. SCALE .... 1"=20' JOIN DETAIL NTS PROPOSED A.C. PAVEMENT & A.G. BASE ED SEE SHEET 25 FOR STORM DRAINS I.D. @ ® © @ ® •• , •••••••............................... ~ .. ~ • .. ~ .• .. ~.~·-·· -■ -·---·-'!'·---·-· RADIUS 1042.00 35.00 35.00 35.00 35.00 SCALE: -- CURVE DATA DELTA LENGTH 02°18'34" 42.00 86°02'04" 52.56 B9°58'35" 54.96 88°05'56" 53.82 90°00'29" 54.98 DR. 7 (16512) Sheet 14 Of 91 1"=20' TANGENT 21.00 32.66 34.99 33.86 35.01 -•·-·•·-·•·-. --■ -NEW HAND HOiE nl.J.--~(B;;',Y:;--;O;:;T~H;;::E;:;-RS::-;l:-=-';-1 =-(IA I 42+ 36.47 BCR '--__,.~3 cs ECR MARK DATE DESCRIPTION REVISIONS DESIGNED ' TS,PK,LC DRAWN ' DB CHECKED ' LC I I l I i I j I i I j I l I j I l I i I j ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT INTERSECT ION PLAN MESA & IRVINE, BIRCH & SO.BRISTOL ST. PREPARED UNDER-SHEET SUPERVISION OF : RCE 3802◄ DATE 14 --~ - SCALI!.-DATE DRAWING NO. AS SHOWN 3-93 OF 91 7 I \ \ • I ' I .•. •. \ . . \ ' . I [TI [8 [§] ~ [[] @] ' . ' I CONSTRUCTION NOTES CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 CONSTRUCT 6" P.C.C. DRIVEWAY. CONSTRUCT A.C. DRIVEWAY. (6" THICK> INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD-201-L WITH PULL BOX. LEGENDS REMOVE EXISTING A,C. PAVEMENT, REMOVE EXISTING P.C.C. CURB AND GUTTER. REMOVE EXISTING P.C.C. SIDEWALK. REMOVE EXISTING TREE, STUMP AND ROOTS. REMOVE EXISTING CROSS GUTTER. SAWCUT AND REMOVE EXISTING CURB. SAWCUT AND REMOVE EXISTING DRIVEWAY. ADJUST EXISTING MANHOLE TO GRADE. RELOCATE EXISTING GAS IBY OTHERS> RELOCATE EXISTING TRAFFIC SIGN. RELOCATE P.P. (BY OTHERS> RELOCATE WOOD FENCE. RELOCATE EXISTING MAILBOX, REMOVE BLOCK WALL. \ \:, \ . I • I. /1 I\ 11 I , ', I; I ' ; I/ I ', '(;I ,-·-If.I ·-.. _ir1'·.: ~ '. /;~·-./ ■' /;I-! ' 11/1) :: /JI ; \ IT§] [fil ~ ~ ~ CONSTRUCT 8"CF TO 6"CF TRANSITION. INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L, CONSTRUCT 0.35' AC OVER 0.80 A.B. CONSTRUCT CONC. STEPS PER DETAIL 1,SHT.8. CONSTRUCT MASONRY WALL TYPE B PER OCEMA STD. PLAN 618-0-0C. I 35,I INSTALL 1¼· SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. CONST. METAL BEAM HAND RAILING TYPE C PER APWA STD. PLAN 606-0-0C. RELOCATE EXISTING 5/8" OR I" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOL!DA TED WATER DISTRICT STANDARD NO. 3 RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 4 EXISTING ABANDONED LINE TO BE REMOVED BY CONTRACTOR UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[] PACIFIC BELL. [SJ SOUTHERN CALIFORNIA GAS co. [QJ CITY OF NEWPORT BEACH. [D SANT A ANA HEIGHTS WATER co. ~ COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [BJ COST A MESA SANITARY DISTRICT . . . . . 55 "' er: U1 CD ,.-i U1 cn + CD I. 74% <Sl - <Sl "' st N U1 TOP OF WEST CURB 75' vc u. 0 0 z 0 -, <Sl <Sl -. <Sl en ro N re, l1) re, U1 re, - \.0'l. TO EX.6"CF w t---3"10------t-~C----------C---------·:::.1--------~---------t+-----------+-+--1----+--------+------------~------------j PVl=55.05 u <Sl 50' vc > z PV1=54.56 0 u ..., <Sl I'-LO ro " -'N " U1 • <.D re, -+ " + "+ U1 1---------t--+------+--------cot--itt;-----t----ii,.t-c,----,1~,"'+ i,,--,c,,si!tr.---c'<t\t,"r7'ctj-tri'-<s,j-n',---c'ctj-tr-,---t-,-i·tt",---j--------t--t------------...,.---------------J ,:S, / \ I \ 50 55 e-------+------+---~---··-··---... --= l. 7% (.0 C:tl~_.-- "" ro .13% EXISTING GRADE @l ORTION OF 100' vc IS> -re, + sr N L{) u I'-> <Sl L{) L{) <Sl LO 1.0 , .4% 0 • <.D <Sl ro + U1 sr U1 TO EX.6"CF f-------t-···-----t------t-------t----------~-==~------------j--------------t--------------j-------------1 STATION CU. 'EXC. , YDS. FILL =.. : _ .. •• --·· : . ___ .. •• : •]• / ~Rl'W_/ /_, ..•. . . . ,. >· .-···· ·"'~:·· .. 1+0 3+ 0 . ' • . 4+ 0 GROUND 5+ 0 PROFILE HORIZ:1"=40' VERT.:1"=4' L.. .,, ------------ -' - - -.......,,.__.,..,. - - - - 16 _ .. : ACACIA STREET PLAN VIEW SCALE:1"=20' JOIN !Sl N I.D, i © @ ® RADIUS 250.00 221.00 279.00 CURVE TABLE I DELTA I LENGTH I TANGENT 15°12'19" 66.40 33.37 15°12'19" 58.65 29.50 15°12'19" 74.04 37.24 ~NEW R/W 5 4 24 \ ' )I .. •. . < :1 ___ , ____ j ____ • --c·.-,...,..,=·....,--·-~·-:-·->,. ... -,_-! • ©-:"_;-----_tt)_____ -- ------- SECTION N.T.S. DR. 7 06512) Sheet 15 Of 91 ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT INTERSECTION PLAN MESA DRIVE AND ACACIA STREET MARK DATE DESCRIPTION PREPARED UNDER N. -' ' ' .I I" --AL f--~-~---------J SUPERVISION OF : J fll..c,pe l,,V'• ~ ~..z..4,-,7 SHEET REVISIONS ACE 38024 DATE DESIGNED ' TS,PK,LC SCALE >------~-------, AS SHOWN DATE 3-93 DRAWING NO. 15 OF 91 i ~ () "' - -t ':P I ~ ,_,,_, C: 7 -- I- I --•-, -. ' L -:.J.,. ;;.,u L-.)IO,IO~ l 2 ' _ _ 20' ~ I ~ :::::: & TOP OF N'L Y CURB _ _/ ! 50' V.C. 5i.?I P.V.I. _ ~ c:i TOP OF N'LY CURB____j I VI! f---+-------------+--------~-~--+-------------+----------+---+-----------+---~~w..+-1 ---+~-5"'0'-'~V"",c~.-'5"'1.:.:.7"'1-'Pc.:·c.:v~.I~.--+ __ ,I----------+-+-----lG-r'is,~--------+------------1---------------+----l rr ,_, ,_, OJ CTI [8 [TI [TI [I§] ~ rm CONSTRUCTION NOTES CONSTRUCT 0.4" A.C. OVER 1.6" A.B. CONSTRUCT P.C.C. CURB &GUTTER TYPE A3-8 PER APWA STD.PLAN 104-0-0C. CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. CONSTRUCT ACCESS RAMP PER OCEMA STD. PLAN 1209 CONSTRUCT LOCAL DEPRESSION PER OCEMA STD. PLAN 1308 AND DETAILS SHEET 33. CONSTRUCT 8"CF TO 6"CF TRANSITION. CONSTRUCT 0.35' AC OVER 1.20 A.B. CONSTRUCT PCC CURB & GUTTER TYPE A2-6 PER OCEMA STD. PLAN 104-0-0C. ~z~ <=!.,,, r,')l:s + 'q" t------j----t--------------t--------'j:7H"';-----j--------------+------------,,-,+,';-~-t--------mf.,,--='="J--t-------------j--:-N-----------&LO-----''°~~~Y--------f-------------l-------------+--+-----l +Of'() 1J115! ..,,"1" 0 "<:J""-q-+fV') LEGENDS _--, .n + i ISl,, _. & Li') + , ~ ---•· f------+--------------+---~-----t.e;,,---~-"--t'---t--------------t-------------,;,1Slm~7i----------t-;;ccf-------,----t---±-t<:'-±-r-'lt---+~--+------,------,+--i--":!-----------'v'-'t","'h___,.,c',/-·,---;c-a&---------+-------------1--------------j-----------, --!._ &j !Sl Li') iSt ~ -q-LI) tPl LO 1Jj ~-.:::-----::-· .. ,-c::RA9L a,,, r_::__ 1.{), u'1 , en ,,... en ----,--~--c:: e t:,_ ··-u5-:JYl::-------;._,-;;i-;;ISlc-------CN=-Jl'cr,-,---t--~__J-'----:+'J'-f,yN,r--'J'+--t<'<Il:!--------<,.._ril-€J'>o, ··--·+1..,cn,=---r,~t-----t----------::;;_,--'f------~-------c------------+-------------+---+----l ----\ sr;a, t'1 o, "N + • 'J'j,_ "'+ N ., ----53 --\ +r-· --+:-J2c-------';a';ffi;f---j----+~--'-j-<,,,_-t--mticri----+~--&,e"'f---t-=>:lif.' .:;;-~----+------------t-------------1-------------+-----< -z_ --I ~iU7 & L.{') tSI ... , ~ ~ -: cni ~ 53 52 -'--1---_ : 1 J'i, '1 /. I --:: • • ---------1----------------1----~--------+------------+------1 52 REMOVE EXISTING A.C. PAVEMENT. REMOVE EXISTING P.C.C. CURB AND GUTTER. REMOVE EXISTING P.C.C. SIDEWALK. ORCHARD DF IVE CL PROFILE____./' ---------t------j----t--------------t------------+-------===---"--f-'=-"'"-'-"',_._..=--_____ -+-------------'---=f'--'--=-~-------~-~-=---+-----------+-----------+-~--------------j--------------+---------J------J REMOVE EXISTING TREE, STUMP AND ROOTS. REMOVE EXISTING CROSS GUTTER. 51 53 52 51 --~ -- L=54.98' L=28.86' o.c. L=95.85' Lc54.98' i o.c. I--ct: 0::: I WU) LI.. ~ -, 0::: U i........ U1 ro U & & LO: \D !::. r<1 & 1--.....J 1--1 w ...... r-"'. & LJ.. " + 1"1.' f--+-----------+---------;!;+,-_;o'a-l-.sr+---+--------------+-~-!!-· -,.,-l"'LL'------1-:-:-.--------sa-hlSl~--j-':'°~----l-"-,__-+-ll"'.f------,,,--f--,,.., ~ N N u ~ ~ m i.n ..:. ui ~ ~I~ l 16 J N ~ ~ N cq 00 --,---------'; .. ~~o---------i-------1--t0---+-+--------s~"1;,,-----------., --·--·~ .... -------~-~--------~,------------------t---~---------t------, --1. ,7'1 "' u, Lfi / \ "' ;t "14 1/4 ~14 "14 + ~ &, "14 1 ";4 £y4 A., ~ TOP OF S'L Y CURB-~ l' I ,/ .-.. -.~. \ -N LD N ..,,/,4 i 1•---. Ii 0 84% I 7' I ! 51 53 52 51 ADJUST EXISTING MANHOLE TO GRADE. ADJUST EXISTING VALVE CAN TO GRADE. RELOCATE EXISTING TRAFFIC SIGN. RELOCATE P.P. !BY OTHERS) SPRINKLERS TO BE RELOCATED BY OTHERS . RELOCATE EXISTING MAILBOX. REMOVE EXISTING WOOD FENCE. RELOCATE EXISTING DRAIN PIPES AND GRATE. RELOCATE EXISTING 5/8" OR I" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED TOP OF S'L Y CURB__) t-------+-----j---------------t--------------t--------------+---~-----------l------------l-------'---""-------"-'----"---"---'------"-="'--+-------------------------'-------------+--------------+----+--------l WATER DISTRICT STANDARD NO. 3 WATER DISTRICT STANDARD NO. 3 ST A TION CU. EXC. YDS. -ILL 12+! 0 12-+ 0 _ 11+50 II+ 0 10+50 [0+ ~0 PROFILE HORIZ:1"=20' VERT .:1"=2' 9+50 9+©0 ! ! i ' r---rR/W ---____ 1_J 1.0. I DRAINAGE LINE "8-5" & "B-9" SEE SHEETS 25,27 & 28 FOR PLAN, PROFILE, & DETAILS. 12" WATER MAIN SEE SHEET 37 FOR PLAN, PROFILE & DETAILS CURVE TABLE RADIUS I DEL TA I LENGTH 35.00 90°00'00" 54.98 TANGENT 35.00 STATION EXC. CU. FILL YDS. @ RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 4 UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[J PACIFIC BELL. @J SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. (lJ SANTA ANA HEIGHTS WATER CO. 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"' ,,, . :--< --17:J ~ ---j )> ::0 -< ~ z -< 0 ::0 l> ~ z C) N -l/l z fTl G) D f---------+ --------+---------f-----------j I-----+-----+------+------+-----t-----+-------+------+------+-------11-----+------+--------1------l "a,~ ~,,,.<t . \j.\_" Q,\-<to -li'2 '',;;;.\.<; • (?~='3.---ri)) ,>-.\:«\~<:>,,. ~)Co --z.~ • ~c:, •-H~•-= II\'\.._\.\\_ • 1.-~~ OI\-"'G'\..i,..,c;. •~c; ~v..'<3.,,~-Tb. -T~~~<::. '-\?..).':-Q. • LO CX) + fY) u OJ / -- , ~R/W GOLF COURS~ IJ' EX. GRADE I iz" TOP OF \-1 \ G\-IEST ~ ~,i,.~ar:~E~'~.,~,.,:,r--------~~~~r;"~ECEE------..,...""'.,"1-t V -STRETC\-IER, ~1· ~ I PROF I LE, -, l!2J BACKFILL WITH 1 NON-EXPANSIVE 1ao~~ \-1=8' -9' MAX, USE SINGLE WALL MATERIAL PER 6 ~,-~ CAL TRANS. STD. ~I--~ PLAN A2-B. ------.. ' 0~ ~ 11 :-,0 11 8' C. F. 34' q;_ TYPICAL ---1' - BACKCUT _ _,. __ UL.I 1----rDOUBLE WALL l~f I LL ai~~6~G oiLt6wEST 4' PERFORATED PVC --y,~~,~~~w4~~===J~F~O!R~W~9A~•~"'~~2~0::. ~6•~'jmri~-~~-~E~E~-SCHEDULE 40 ENCASED •\-1=8' j I SJ:RETCI-IER, IN 3 CU. FT /FT OF ¾ • I ,.. • p~OF IL~ CRUSHED ROCK WRAPPED I , ~ ---IN FILTER FABRIC. -:7.-ii-2.5' MIN. CL ELEV. SEE PROFILE FOR DAYLIGHT, Ml"• l'T\ PER PROF I LE. ! I l2"-2000 PSI SLURRY I SHEET 4. BASE ENGULFING LOWEST \Z.V CRIB MEMBERS TYPICAL CRIB WALL N, T, S. --\ \ SECTION <Ji) 2 -, ·, ' \ ' ' , .--CONS~RUC'r 6 ,\ DI A, CLl;:AN 'ouT CNDS, SPEE-D-BAS I Nl1 SEE PROF I LE 8c DETAIL 'fOR 4•' PVC, DRAIN LOCAT_I ON , \ 's ,, ... \ , , STATION \ f -------------- RELOCATED TEE BY OTHERS - -- / / CRIB WALL (HT.VARIES 5'-12'1 I PROFILE HOR ti, I' =20' ,-VERT. 1 I' =4' _, - / -- I / I. A ~~ -~\ SLOPL-_ -:;;~----;_;;;.:::,.--, -i \ \ --,, --V • I '( \ -R ---/ ' --- 2¾ I O' ·-CONSTRUCTION NOT.ES -iJ!;,;;_2;v--::::"'4-J: TOP STRETCHER ,2, ELEVATION I." -SEE PROFILE -' I ./ 1 \ ~ ~,;, \ CONSTRUCT CR I B WALL PER CAL TRANS STD. ~ -~ PLAN C7-A (TYPE A AND TYPE CJ AND C7-E. - _I _I <t ~ co I i r:::::::=:::: ~ .\ ~ \ a: ~;,\ 83~ CURVE TABLE O ,..,~ r_---__....-,.·, f--~...-.Ji~S[.L1~FO~O~T:Jlti:NG~E;!,L~EY.:._V. I.D. RADIUS DELTA LENGTH TANGENT ~ 0 j ~.$":0;,RLrD1~,\ ~-----~ SEE PROFILE !Al 35.88 3'15'27" 204.00' 102.03 C) O 1!1~1,i'~o?•llll =j,~)l FUSCOE 16735 Von Karman, #100 hvine, California 92714 Phone (714) 474-1960 uJ + \i, ~!, ti<,,Jij1Jl'1 i • If , ENGINEERING FAX (714) 474-5315 DETAIL {2\2 DETAIL CD cD cf) ;~~-~.,._;;;?,,,, ~ * ~~❖ L-------------================:.. _________________ ::::::~-----------------~2:::~-------------------------------------------~·-~~-~ 7 (16512) Sheet 22 Of 9l - - ,. --/ • -----+----1 ---l"----------------------'----------------1----1 STATION ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT PLAN & CRIB MESA PROFILE WALL DRIVE STA. 5+37.00 TO_STA. 7+41.00 I-MARK--'-OA_TE::.J.. _ __:D=ES=C::.:Rl::.P:.:Tl=DN:____-1 ~~rvffio\l~ , /-' ~~ 1/~ ':_ SHEET REVISIONS E 247111 • DATE 2 2 1-DE""'s"'1.c..G1£=;:D "'' '"'T=s=,P_K..:.,L,.c _____ _j scALE DATE DRAWING ND. -------=,=~;~1~~::;::B~~RR!.......Jll,E:cHE~c~~ED~7~LC::...,_J::As=~ ...... ·-3--q•~• lrL,;~,ii~~.._;;;;;;s;;;;;;-;;;;;;;;;;;;,J.,~..,:;O~F .l_,;;9:.:_1 .....J ~-~ ~i-S • REVISED PLAN CERTIFICATION THESE PL A NS WE RE REVISED U ND ~,f•;\i<•f~, ~'?!(\~, MY DIRECTION SUBSEQUENT TO / THEIR PREPARATION BY THE [i ENGINEER OF RECORD. '\ ,._ \ 1//hJ,<J w. t;:;;J. ENGINEER I' =40' CL ELEV. ::7 PER PROFILE (l_ 34' . EX. GRAD:~ BACKFILL WITH NON-EXPANSIVE MATERIAL PER CALTRANS STD. 40 I 0. 5' IO' 8' 2' 2¾ - O. G. CONSTRUCTION NOTES FOR CRIB-WALL CONSTRUCTION I, THE MINIMUM EMBEDMENT FOR THE NOSE OF THE WALL IS 30' INCHES. 2. THE SOIL ENGINEER OF RECORD MUST SUPPLY CONTINUOUS INSPECTION OF BACKFILL, ALL CELLS MUST BE TESTED FOR COMPACTION AT MINIMUM OF 2-FOOT INTERVALS OR SELF-COMPACTING MATERIAL MAY BE USED, 3. NO HEAVY CONSTRUCTION MAY BE ALLOWED WITHIN 4 FEET HORIZONTALLY OR VERTICALLY OF THE WALL FRAME. 4. TOP MEMBERS OF THE WALL SHALL BE SECURED TO OTHER MEMBERS IN A PERMANENT MANNER. 5. ALL STANDARD GRADING NOTES APPLY TO WALL CONSTRUCTION, 6. BACKFILL WITHIN AND BEHIND THE WALL SHALL BE PLACED AT MINIMUM RELATIVE COMPACTION OF 90¼, 7, MAINTENANCE OF WALL SHALL BE THE RESPONSIBILITY OF THE OWNER. 8. AGENCY REQUIREMENTS WHICH EXCEED THE REQUIREMENTS OF THIS DESIGN SHALL GOVERN. 9. WALL TO BE CLOSED FACE. 10. FIELD VERIFICATION OF SUBGRADE TO BE PERFORMED BY O.C.E,M,A, MATERIALS BRANCH PERSONNEL, I I, FOOTING ELEVATIONS MAY VARY DUE TO ACTUAL 20' FIELD CONDITIONS. CONSTRUCTION NOTES CONSTRUCT METAL BEAM GUARD RAILING PER CALTRANS STD. PLAN A77A. CONSTRUCT CRIB WALL PER CALTRANS STD. PLAN C7-A (TYPE A AND TYPE Cl AND C7-E. LEGENDS RELOCATE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT.3. REMOVE AND RECOMPACT TO 90¼ COMPACTION (DISPOSE OF CLAM SHELL LAYER). .....--::P'lrVAR I ES . u §8) VR/W I~ ,,,,- - ~ J u.gJ I O~'\ 6 .,~ "'~\.,\., o<i H=S' -9' MAX, USE SINGLE WALL OF HIGHEST TOP STRETCHER, SEE PROF \LE, ----------I PLAN A62-B. «?'✓ ..... ,.,.,_ .........____ :-------1-2. 5' MIN. TYPICAL~¾,n-.. 'i'f BACKCUT ...., ,-. oouBLE WALL FOOT I t,IGoiLt~~EST 1 \ -~ / ..........__ FOR WALL 61, BOTTOM 4" PERFORATED PVC ¾ '-......:=r~U'> H•S'-9' TO zo. sTRETCH~R, SEE SCHEDULE 40 ENCASED 1 --<-/~ pROFiLE, IN 3 CU. FT /FT OF ¾' --v h-.0-,i!!:---CLAM SHELL LAYER CRUSHED ROCK WRAPPED ~ , L2, 5' MIN~'<, (LOCATION VAR I ES) IN FILTER FABRIC. M\t-1, Q;) '---@I '\4" P. V. C ' 12'-2000 PSI SLURRY '-. BASE ENGULFING LOWEST S=O.O2O MIN. TO CRIB MEMBERS DAYLIGHT LOCATION TYPICAL CRIB WALL SECTION@ PER PROF I LE. N, T,S, R/W ½ 0 2 ' 54' TO C. L. ◄•t---1N~-------; 19' TO CURB LINE DR. 7 06512) Sheet 23 Of 91 3 INCHES ON ORIGINAL DRAWING II N~------1 - ~4 ~-11 , FOOT I NG ELEV. ~ -SEE PROFILE DETAIL N. T. S. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT PLAN AND PROFILE CRIB WALL MESA DRIVE STA. 8+00.00 TD STA. 16+41.00 I MARK DATE DESCRIPTION PREPARED UNl~E' ,/.. '/~", l'..ISHEET -~-~---------1 SUPERVISION J ' YJ 7 REVISIONS E 24701 • DATE 2 3 OESIGIED ' TS, PK, LC SCALE DATE DRAWING NO. 1-0-RA_W_N -. =oe=,=R=R-~c-H-EC-KE_D_,~L=c~AS SHOWN 3-'!3 OF 91 1 I .;I ~-·· , ----------··-·-------!-- +--+--+-----+-----+-----+---+-++--+----------<--1-- ....1 "I---+--+----+-----+-----+--+-,s••---•-'"H•o•e••"••~•••••-,•~------+<--•"•V " -- 3: 0 -0 • ------+-----+ """" -------- CONSTRUCTION NOTES FOR CRIB-WALL CONSTRUCTION I. THE MINIMUM EMBEDMENT FOR THE NOSE OF THE WALL IS 30" INCHES. 2. THE SOIL ENGINEER OF RECORD MUST SUPPLY CONTINUOUS INSPECTION OF BACKFILL. ALL CELLS MUST BE TESTED FOR COMPACTION AT MINIMUM OF 2-FOOT INTERVALS OR SELF-COMPACTING MATERIAL MAY BE USED. 3. NO HEAVY CONSTRUCTION MAY BE ALLOWED WITHIN 4 FEET HORIZONTALLY OR VERTICALLY OF THE WALL FRAME. 4. TOP MEMBERS OF THE WALL SHALL BE SECURED TO OTHER MEMBERS IN A PERMANENT MANNER . 5. ALL STANDARD GRADING NOTES APPLY TO WALL CONSTRUCTION. . ,.,,,,,,__--1~.S I NQLE WALL ------t----\'0-\ r-r=1------------t---;;,--F-37""".::.2,.,_5 -------,r, ---------j------------i-----------·-·i------------l----l ---3--f--t---i-------------j--------""C'Tll"1"T""1DTrrl:::::r :tt==r---\------JlCTNTSffEO-w -~~f~~Jp=====,F=i~ __ _. ______ , ____ ._ .. _____ .. ___ -t._______ -------_______ .__ -------'""""""----I·-----------------~,-1-------------+-----1------l --GRADE --------+11 1+---1 ------------;-------------+-----------1---------------j;--- 6. BACKFILL WITHIN AND BEHIND THE WALL SHALL BE PLACED AT MINIMUM RELATIVE COMPACTION OF 90¾. t----+--+-----------+---------+--+-t+---------t---+-~c'f+ ---_J.I __ _[A_c__,____,:---1,~ "---·----· -------·!-------------+----+-----; OF WAL I 7. MAINTENANCE OF WALL SHALL BE THE RESPONSIBILITY OF THE OWNER. STATION CU. EXC. YDS. I LL --------------------------------------------+------ -'<= ___ 2,,,,9""!='45!=-----------7----------- 4----~tuBLE' WALL 7---+·-==:=:-----o-----------.-i--·----------------·---------------------------_--_--_-___ -_-_-_-_-_-_-_-+,,-,~~~~~~~~~:-:::_--_--_---_-----------==========-------1---1 -1---1------------l-----------+-l---+l--+--+---t----------------,f----t--+-~ 8. AGENCY REQUIREMENTS WHICH EXCEED THE REQUIREMENTS OF THIS DESIGN SHALL GOVERN. 9. IO. II. WALL TO BE CLOSED FACE. FIELD VERIFICATION OF SUBGRADE TO BE PERFORMED BY O.C.E.M,A. MATERIALS BRANCH PERSONNEL. FOOTING ELEVATIONS MAY VARY DUE TO ACTUAL FIELD CONDITIONS. iflitr---ff0?0SEB--.--t--......l---lt--tlt-• C:r _ _. ___ ------------+-----------------f-----------------.. --... __ .. __ __ _ _____ --·--------·----·-__________ _ t--~----------;-------t--t--1-t---t----t--t-----t-~--t---1t--t--t--t--<"1tt-::,,t___,___,_-----£$orilffi__ .,..~,---~ __ N __ • ------+----------+-----------1------------+----------+---1 -· E~EVAT IONS --+--------.. -... _____ f __ __ .. _________ .. __ _ CONSTRUCTION NOTES • -l-----l--------------l-------------l--1----l--l----l---ll-----l------l--l-----l---l--l-----l---l-___J ..... "4--__ ----k---+-----{---'r---w;-zs---+----------!:? ci >----+----------------------+-1----!-f---+---<f---l----l----l----ll-----l----l---l-+-----l---l--~----+-,,,;1-------1=:J-----1----+---+------------ I ! ------+-------------+--------1-----1 CONSTRUCT METAL BEAM GUARD RAILING PER CALTRANS STD. PLAN A77A. CONSTRUCT CRIB WALL PER CALTRANS STD. PLAN C7-A <TYPE A AND TYPE Cl AND C7-E. I l~i"-,,"r----t---,-------------;-------------,r---------------1--0~--·~,,-~.---~"~'----"~~,--+-------·----LEGEND •·••• I --·--MESA DRtVE --- /'" / • • ' ,e' • APPROX., .TOP OF._WALL ---------+--------------------- PROFILE HOR I Z, I • = 4 0' VERT., I" =4' PLAN I' =40' FUSCOE ENGINEERING 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 21' TO CURB LINE I , DETAIL N. T. S. ---------/ - --------------+------------+----+-----1 1/R/W p I FOOTING ELEV. SEE PROFILE STATION . EXC. CU. FIL YDS 42' \ 10.0' 11' 1.0' 14--_:_::::_::_-+1---'-'--.i CL ELEV. PER PROFILE ON SHEET 10 20' EX. GRAD=~ BACKFILL WITH----NON-EXPANSIVE MATERIAL PER CAL TRANS STD. PLAN A62-B. TYPICAL BACKCUT 4" PERFORATED PVC SCHEDULE 40 ENCASED IN 3 CU. FT /FT OF ¾' CRUSHED ROCK WRAPPED IN FILTER FABRIC. 6' 2¾ l2"-2000 PSI SLURRY BASE ENGULFING LOWEST CRIB MEMBERS I 0¥--<.. 6 ~~ -.1>-'--'-- 0~ I 12. 5' MIN. 2. 5' MIN. 4'PVC S=O. 020 MIN. TO DAYLIGHT. TOP OF 1-11GI-\EST STRETCHER, SE£ PROF \LL TYPICAL CRIB WALL N. TI s. SECTION@ 7 (16512) DR, 24 Of 91 Sheet TOP STRETCHER ELEVATION SEE PROFILE DETAIL N. T. S. ½ 0 2 3 INCHES ON ORIGINAL DRAWING MARK DATE DESCRIPTION REVISIONS DESIGNED I TS, PK, LC l------~------1 L ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT PLAN AND PROFILE CRIB WALL MESA DRIVE STA. 51+80.00 TO STA. 54+47.00 SCALE AS SHOWN ~i l? 9 8 ~ ,,. 6 ?'. (.> i . p .,. 5 • 8 I ' I f-------+-------------+---·----------------+-------------------1---------------1------------+-------------~' -------------+--------------+--------------+---------------+--- ' i --------+-----------------+------------+------------+---+-------j CONSTRUCTION NOTES 60 f-------+---------------,-------------+------------+-, --------------------------------+-------------+--------< ,-,-_,.., 50 f-------48 ...... ...., u u 40 w u a:, lt . 02 "-; , \ / INSIDE BOX l--c"'c¥.'l ,-f-----+-1-----t------------!-~c--ftt-W----ow:C----r---l----i?a-f--f""e!---C'"--lt-+----'~+------+----------!-+-----------G~ .. ~T 111 ~ • , r E; ._ -o... ~ N = CO u.... CO W '· -• • • • ---t-1/r---~- Y<c"W,------j----------~2fJ+':ro:,'(L=------?,:--h<S>~-----c~• ,2"-l-/-'-c,-..:--='°:.+H----'--', ;__ ______ t------------t------;,2e+l '"I' RltC;J-P'-•@-5-=0,00,._811---------------------J.--_:t::=:-:==----------1----------------1-t::::::_;:::-~r-n@:~n~:::_,!tl881-00.-31-~-~0 ~·=-=-=--=--++-~-=-=-=-=-=-::1 _______ -+----1 i;;; 0 & I.O O ...., • W <'J 01 I<) "" ,..,....,...., , = o.. w + °'"' + si' «i + -ro (1500-DJ : I,:-! O ~N -W .,:.. + z <S> S=0.082 CAL TRANS CON_T_R_A+~_T_____ _ -------t'-t-1'•1>,'1+' ~-f-',"--'H-" r.,,_, ---------+-------I::+ T'p, •d-l•r--"-"-K-~---4' ~,"-,--+------------+---I lli] IT§] [ill [ill ~ CONSTRUCT 21" R.C.P. (1500-D) CONSTRUCT 36" R.C.P. 11350-D) CONSTRUCT 36" R.C.P. (1500-Dl CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. PLAN 1310. CONSTRUCT CATCH BASIN, TYPE 11, "L" PER PLAN, PER O.C.E.M.A. STD. PLAN 1302. LEGENDS REMOVE EXISTING CATCH BASIN. SAWCUT & REMOVE EXISTING R.C.P. AT JUNCTION STRUCTURE. PLUG REMAINING R.C.P.STUB AT EXISTING JUNCTION STRUCTURE. UTILITIES (!] SOUTHERN CALIFORNIA EDISON CO. [[] PACIFIC BELL. ITJ SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. ([] SANTA ANA HEIGHTS WATER CO. ([] COMMUNITY CABLE. ' ----,,. 0 _ 1 C I ! -NQ,074584 FOR CONTINUATION ----+------------+---~1 "L LJ ------+----,,.~ LJ _, 1--------i---k'-=h==1~~~11h!!b~====fl-hle=cf~_-QNST~ 72gg LF o·,cac=;=c~===~=·=======!'==-:e.-----------,----------------------=====:j::::=====-------+-----------+--===========-+-----------+-___j------l 1-' _i=;2=----1"R'---c'-P-=-@ -=s_=0c:..:·_:_01--=-s0::.......c<:..::.1s_:_00=-------=-D'-1 -+ 11--=-3-=-G'_'R_:_CP---tB. ~51s~='5-0!'-'.0--'-0_:_es::__'_·-_'\1.;:-;-----'------+-----------1----------:--------+: ______ <;..,-'----'!="I="~__,_._ <;H-"+-1"~ l="T,_~?9'--------+----------+--_,<;_.__,_ !="I=" _ _..._,_ <;H_,_,i="_~l="T'---~?A,.._+----------t-------, @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT 30 I 11.1r JJAII --f---+---------+-ffift--__..+A-.,__--L.Jl't1.... • I STATION , cu. \Exe.: YDS, FILL 3+00 2+00 "J----'--'-I l NI=" 11 A -111 n R P N l !=" W -~-CONST. 17.34 LF 36"RCP __ F "I V _ -----------,....-.., OR PLAN YIEW--+------------,---+---------j i @ S-0.1251 11500 Dl. 1+00 81 2+00 1+00 ·-·-------+---------------+------------ SEE SHEETS 9 & 13 FOR STREET DETAILS u a:, 79 PROFILE HORIZ:1"=40' VERT .:1"=4' PLAN I"=40' '' I I '' ~· ' 14' 'I ; '..JI -, I -CAL. TRANS. CONTRACT NO. i I+ 0 2+ ~0 LINE STA. TO STA. 0 25 So Sf n D dn Vn do Va l==rA==l====c1 +cc0s'i1"i. srs3c:1r:+'Ti19s",rs11=====t==;r4l<0=;;.0i,;0c==lcl/J;;=,"1L;;;_ ~"'1 ==t==;0iF~i'i'e==IF0"".';;0s'13;==l=3n5a==1'=1P;_ 9s':4P=f==;5e=_ 6~6==1=====1'======1 A 1+23.83-1+96.82 40.00 1:1.0065 0.0059 0,013 36 2.90 5.66 A 2+01.82-3+13.64 18.00 I/J.I/Jl~0 0.0256 0.013 21 1.58 7.48 A-I 1+01.75-2+13.69 22.00 0.0081 0.0194 0.013 21 1.75 9.I5 074584 DATA 0 DEL TA/BEARING RADIUS LEN.IDIST. 36°15'12" 90.00' 56. 95' 45°00'00" 22.50' 17.67' DR, 7 U65l2) Sheet 25 Of 91 TANGENT 29.Ll6' 9.32' ST A TION EXC. CU. FILL YDS. ' 0 2 I 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT .. MESA / BIRCH REALIGNMENT STORM PLAN AND LINE "A" LINE "A-1", LINE "B-9" DRAIN PROFILE L ]NE "D" MARK DATE DESCRIPTION PREPARED UNDER J'j,. •1-/) 1 ~ /. -:--4, SHEET i-----~----------1 SUPERV[S[ON OF :/ Y.ft'.. C."'I+-I/", ~ ,I~• REVISIONS RC[ 38024 DATE L ..... -, 2 5 DES[GNED ' TS, PK, LC SCALE DATE DRAWING NO. ~-:-N-,-D-B-.-~-R-~~-IT_K_ED_,-L-~~:~•N 3-93 OF 91 f-----+-------------+-------------+--------------+-------------f-------------+------------+-------------+-------------+-----------.. -------+,---~--------+-------1 ! " " 25 "U-'•---I 0 f-------+'--+-------------+-------------+-------------+--------------+-------------+1-----------------++---------~ -+----·--·-·--·------f--------~--~~~f---f-------------+---+-------i ! C~ M~0 !9+07.7, 30 f-----+-------------+-----------------------·-~·----··--·-·-----·--··------+--------------+-------------+-------------++-------------+-------------+------~~------+--+----------·---s::ro:,-f----7 I, -·-· - I f-----+-------------+--------------------------+-------------+---------------- F " rlVFR Sn -i ... ro # NII cq 11_ > 45.94 TC V ., _, 35 --f------1 I ~ ~ ""3-/ 111 29,14 I LJ.J f'0 Q_ 10 c(j I __,-, --------/ / .. u.J /29.14 /' 1'/v INV. IN 18" RCP ';;:c-j ;'..: i "-f--+f---------J:1~---+---------=-----h-J--+------=-------+----------+-+-+--L==fiim==ttt~fii=l>i'io=?'--cllJ'-l-----+--------l+'I ~'R n.u-'L \\----+j=<»------+----f-o--+-----1 ' _,,,,--_,,,,--/ / '"'•,)";lo KL,~1/ I □ L , □ "J I / --\ •IS> + I Z I ..,,,,,,-1 __,...-,,,,r-?l'"R-~" 1 , 0 + ml• 25 ,N.;)1, L ,.lts Lt· jb" l"'{t:t-' ~ e" _,..._ r,; ·r. "~ J 1\1 V • 11\1 = ~ -·-·•- "" Q. L!ISL.. ST A TION CU. EXC. YDS. FILL 10~00 '-(:_9.N~T,_~(l.0J_~F___ 11+00 12>00 13➔00 14➔00 15° 00 EXC. CU. . <1650-Dl LINE STA. TO STA. 025 So St n D B !4+64.39-17+17.17 80.00 ~ 11+21.83-17+66.94 80.00 B 17 + 71.60-18+ 38.27 25.00 10+58.59 LINE E.C. SANTA ANA DELHI CHANNEL 15' 10+00.00 71~·. J \__ 3" RADIUS •~~39" RCP-LINE "B" dn de Ve PROFILE HORIZ:1"=40' VERT .:1"=4' SEE SHEET 29 LINE ''B-6" fr FILL YDS. CONSTRUCTION NOTES ~ CONSTRUCT 18" R.C.P. <2000-Dl [2TI CONSTRUCT 27" R.C.P. !1500-Dl ~ CONSTRUCT 33" R.C.P. (1500-D> ~ CONSTRUCT 36" R.C.P. !1350-Dl [ill @] [ill CONSTRUCT 36" R.C.P. 11500-Dl CONSTRUCT 39" R.C.P. !1650-D> CONSTRUCT JUNCTION STRUCTURE TYPE l PER O.C.E.M.A. STD. PLAN 1310. CONSTRUCT CATCH BASIN, INLET TYPE l PER O.C.E.M.A. STD. 1301. lliJ CONSTRUCT CATCH BASIN, TYPE II, "L" PER PLAN, PER O,C.E.M.A. STD. PLAN 1302. [ill [ill JOIN EXISTING SANTA ANA DELHI CHANNEL. PER O.C.E.M.A. STD. PLAN 1326. CONSTRUCT CATCH BASIN, "L" PER PLAN, PER A,P.W.A. STD. PLAN 300-1. ~ CONSTRUCT REINFORCED CONCRETE COLLAR PER STD. PLAN 1317. ~ CONSTRUCT STANDARD PRESSURE MANHOLE FRAME AND COVER PER LACFCD DWG. 2-D!97. DATA 0 DEL TA/BEARING RADUS LEN.IDIST. ® 62° 36' 48" 22.50' 24.59' @ 42° 06' 20" 80.00' 58.79' © 16° 47' 21" 485.00' 142.12' ½ 0 2 I ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY TANGENT 13.68' 30, 79' 71.57' 4._INT. STA. ±-19+50.00 I ( PUBLIC FACILITIES AND RESOURCES DEPARTMENT 0 I[_ i3 PIPE OUTLET DETAIL NTS SEE SHEET 11 FOR STREET DETAILS SEE SHEET 27 FOR LINES B-1, B-2, AND B-3 PROFILES DR. 7 (16512) Sheet 26 Of 91 MESA / B[RCH REALIGNMENT STORM PLAN AND DRAIN PROFILE L !NE "B" MARK DATE DESCRIPTION PREPARED UNDER Ju. •✓-A;_,, ;Jr ,--Z-t---f----~--------1 SUPERVISION OF:/~~• w0C'4q ~, SHEET REVISIONS RCE 38024 DATE &.--~, --., PLAN DESIGNED 'TS, PK, LC SCALE DATE 3-93 DRAWING NO. 26 • f-----~~=--i---~--1 1"=40' DR N DB RR CHECKED ' LC AS SHOWN L__--------------------~-~-------------------~,~·~ I OF 91 V'-' 55 45 41.35 rll,L ; al ! a = 40. 0 cfs I Tkll 111'1 "711 I l' •-11n "7fi 1....U •L... LJ _, SEE SHT,26 PLAN VIEW ~·· L-' ' I , " _Q =2.00 cfs SEE SHT .26-PLAN VIEW SEE SHT.29-PLAN VIEW i I-,W ' I I I --+-------------+--I 0 25 =7.00 cfs II ' -I T~II r,r) : II . (l N (\ I :w SEE SHT .2, PLAN VIEW 25 > <D I . . Q ,.=1.00 cfs ' I.!) I I -u _J ·1 -.J :;--V N ::..... O=? I .-;:.. 1""' 'LJ I -r" tO ::c !..O ,..,... :II: N 00 I -;,c. .... ,.., ' ,, HGL :i, 36.92 HGL~ II 25 "--,i I Aa I 48.31 0S HGL ; !, u, HGL "k'. HGL / 47.27 ; ;, ... A C:.7 .. INV. OUT DC 0 I I . -I I ' I • 35 ,c <lR '"" 1•1 ; LINE"B" • ~ ~~ w .!. f-="'~Ae,£7~p--Ll.,_ 1 \ -:re ,..,.... INV. OUT ; ~ ... ~ ____ _, 's'-''----'-IJ.-cc--'~:-tro..,---------t------L-.J ______ ---I\-,~!,--" ~-,!---'<',j-j·-',~c____ _______ -+---'---------1----4-------------+--------------1-------I IN OUT m' CL -q-0... a.. "-l'"•'=' a..~ a, CL v. i-' --it--_._.JN"v._,.___._.JN_._ _________ +------------t------------+lt--------------+--H-------------+-~----------~-41c-c,----ro__ n N VJ + 1~ • N • ..:. 33"RCP ' '-" 0 l-<z§-------tit-'0"'·-i-'--. .c,r,nr-:-. ~f"----------t---------------Jl-'w'ci<0l-~N,t,,z:,-----------t----------lf-_----,_-CO,_-N"S,cT~"7"'9C'. 7"9"L-.;c-F .--------+-----------! 1-~l'-"=1"_"oo+---lt---__________ -+---;---;c;--;-;cc---c;-;c;--;;--;;-----+------------';u.j-Hiw1E-------------lt-'1 ,1--#..,~------------+---l'----------+IS! w + w , , 1 ;;;;:; V x co .:!:. + w LINE "B-4" ,._ ~ o..,.,., ~ ~ i -'-- . "'+ " IU I ---"-'•--' f .... !2000 D> ~ Q 0 isi T Q G ~ fg~N~1p 6~i~0~ • .1216'1-'4-~----------+-----L__ __ C~Or.Nc,S,-T_,-.,• "">4nl_,4_,I c,Lc,,F-,,l---!8cc".-------R_C_P _________ f---L___'._---'"="N""c'c<;T-'--!?'-e31=',2c,0"--'L-,F~l8.L"--PR""C,:_P __________ ---l--_-----------+------------j------j 10 w cn ;.-q-w ID q-j (2000-D) • • @$=0.15;!~ ("~"'' -l)) . @S=0.2384 (2000-J STATION .!., ~ CON T. 295.64 LF 30" RCP ,-ONST. 91.78 LF CONST. 126.35 LF 30" RCP [ STATION EXC. CU. FILL YDS. LINE B-4 8-4 B-4 B-1 B-2 B-3 B-7 STA. TO STA. 1+01.53-3+97 .17 4+01.83-4+93.61 -'-='---4+99.11-6+97.17 1+01.54-1+08.47 1+01. 72-1+43.13 1+02.62-1+25.82 1+01.53-1+81.32 025 40.00 40.00 36.00 1.00 2.00 7.00 12.00 0.0050 0.0107 0.0177 0.0115 0.0177 0.0085 0.2674 0.2384 0.1328 0.0698 0.2300 0.1259 0.0075 0.0130 SEE SHEET 29 N D ON 0.013 30 2.5 8.15 0.013 30 2.5 8.15 0.0[j 30 2.5 7.33 0.013 18 1.5 0.57 0.013 18 1.5 1.13 0.013 18 1.5 3.96 0.013 18 1.5 6.79 @S=0.0177 (1~00-DJ I 5+ l0 6+1 0 0 ,A R DC PLAN PROFILE HORIZ:1"=40' VERT.:1"=4' CURVE DELTA RADIUS 42°45'36" 22.50' 45°51'16" 623.00' "\' ,,,....,... I' :.II() i DATA LENGTH TANGENT 16.87' 8.85' R"A 498.59' 263.51' SEE SHEET 6 FOR STREET DETAILS I+ ?J0 ...J 0 If) u + --; --- 2 ➔00 ..-. _,r r - ---------- "' II --. . :... ca 11~ "i r ,"'lo u ...J -- 43.80 / ·-- - -----; ----I I NV.OUT w [NV.IN w 0.. "' w -(l_ co co z .!. w nr --, r-,.,,11, -•n . . .. @5=0.02 11500-D> LINE "B-17" SEE SHEET 27 FOR PLAN VIEW 1+00 2+00 DR. 7 (16512) Sheet 27 Of 91 45 7C CONSTRUCTION NOTES [ill CONSTRUCT 21" R.C.P. (1500-Dl ffiJ CONSTRUCT 24" R.C.P. (1500-Dl [TIJ CONSTRUCT 30" R.C.P. (1500-Dl I 79.I [filJ CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M.A. STD. PLAN 1310. CONSTRUCT CATCH BASIN, TYPE 11,"L" PER PLAN, PER O.C.E.M.A.STD. PLAN 1302. ½ 0 2 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES AGENCY MESA / BIRCH REALIGNMENT STORM DRAIN PLAN AND PROFILE LINE "B-4" STA.!+00.00 TO STA. 6+25.46 LINES "B-l" /'B-2" /'B-311 ,"B-7'1 /'B-1711 MARK DATE DESCRIPTION PREPARED UNDER 1/,1 •4 /)"•' /~ SHEET ,--~-~--------1SUPERVISION OF Y~-. a -~•C.~ REVISIONS RCE 38024 DATE z.•&'f• ~ 2 7 DESIGNED ' TS,PK,LC SCALE DATE DRAWING NO. l"--40' DB RR J LC AS S"O""' 3-93 DRAWN : , CHECKED t n n,~ ~----------------------------------~----------------~---~-----------------------------------------------------'-'-ll(lllii~ • • ~ . ,, ....... ,,. OF 91 f---+-------------+-------------+-------------f-------------+-------------+-------------+-~----------------~---------------+----------------j-------------+---------------1--------------j------------j I ' ' ' -f---+-~-----------+-------------+-------------f-------------+-------------+-------------+------·--------------------------t-------------t---------------j----------~--------f--------------j-------------j ' I f----+---+=-+-----------+--------------+-------------+--------------t---------------------. -' 65 I----+<"'='--'-'------------+----------------+---------------------c-------------+-------------+-------------+-------------+-------------f-------------+-------------+-------------+-------------+-----------t I 65 ' ' W I -a =21.00 cfs --a =15.00 c 's -----------------------------------!-------------+------------------------------l-l---''a-S:.;c"=~---'---"'-------t--~----------+----~--------+---------tl---"-25--==---"+--"---'----------1---------------t-------------+------------+------------I W' i " ~~ --~ A ---·--~ -U -,,:... 1...,1..;; -,::~ .~ ----- 1-----+'IJ)~-.--· -----------+-------------+-------------------------+-+----+---------+---+----------+-----+---------t----------+---+-------------+---+--------------------+--------------1-------------+----------t -I OJU ---+---t----------------+---+-"'Ul_,_ ________ ---+-------------+---------·-.. ,.._., _____ _ -· U1 I I I J 11 l,/) I .., ;::==: .--.. I -l'O = (._(l ,!IS;!")#~ f----t---t-~-----------t--------------t------------------------,,.---u:,1-cs,t--~::J:.__~_ ----------+-·-:r"-~-f-s,------------j-----f-'a'-------IS>~N;:--;------------j"!---+-------------'':-.&a.-'--:ccoc:--H!.----------f---------------j-------------t---------+------j I i :r:~# ~ .# ~l""l# ~ ~!Sift r; ~& l;j ._JIU 45 STATION CU. EXC. YDS. FILL V1: ' I . ' -· I I 47.7? 47,76 HGL "'-/ n\>L . I \ ----------- INV.IN 30" RCP LINE "B 8" 43.50 ' I 4 r,,~ 11 INV.OUT I\ 43.87 / IN. IN 44.25 INV.IN \ 11/ 24" RCP LINE"B 5' \44.15 INV. IN 44.1 4 !NV. I UT <!lw -;::;:: + + z w + rsi-_-w~ ~ ,__ CONST. 287.56 LF 30" RCP cr,w co"' CONST. 86.71 LF 1;1S=0.005 I1500-D) I ii!!S=0.005 I1800-D) f---t-------l..-e,@(jjS,r.=0":r--;0-,i=i--f1,.,,11t--5t"0'r0_c-5,1_)r-1s.:e--r,--_-__ -_------t--,L,-----,,IN=E~"""B'--4="---t--------------+~------\:,Qllf~~-3-g._9,fJ-,F-~@_S_=-0.-0-+-s, b+ Jk'.J LINE STA. TO STA. B-4 4+99.11-6+97 .17 36.00 0.177 B-4 7 +01.83-9+89.39 36.00 0.0050 B-4 10+ 33. 78-11+20.49 12.00 0.0050 B-4 11+25.15-12+ 39.33 4.50 0.0050 B-5 1+01.72-1+56.33 9.00 0.0350 B-8 1+01. 72-1+81.32 15.00 0.0050 8+ 1)0 n 0.0085 0.013 0.0077 0.013 0.0009 0.013 0.0001 0.013 0.0016 0.013 0.0014 0.013 D 30 30 30 30 24 30 dn 2.5 2.5 2.5 2.5 2.0 2.5 7.33 7 33 2.44 0.92 2.86 3.06 de 10+ l0 II+' 0 I SEE SHEET 7 FOR I STREET DETAILS ' /21" RCP LINE"B 9" I\ ; \44.74 I • • , ! I ',I CONST. 114.18 LF 30" f CP @S=0.0050 1150'F-D 12+ ~0 a 25=4.00 cfs 43.50 / • INV. IN 11\JV. 00, LINE B-4 PROFILE HORIZ:1"=40' VERT .:1"=4' . . .. .. ___ ------"-' ------tl _____ _,___-+------------+-'-----iC;,;O;--.N:aS;-;T,;..·.,1,.4i--'.6'iil""L'"F-,,,--ci2",,4rt-Rc:.C::.:P _________ ----c*iiw'----·-_-____ -------:=---tl~s-+---------+-----l I i!l!...J-:!O.IO..JJiu \LJiuv-uJ r--~ q-a... 1+ 0 ' r , ,, r COi~ST. 79.60 F 30" RCP N o.. ~-!O.IOu.JIU ,,...,._ ..,-u, IS) (.'.) + w I !NJ:" "R--A" ' ... I co ' 2-00 - LINE "B-5" 1+ ~Ill 0 0 0 77 07 I C" '"'AU nr-n 1;1S=0.0166 11500-D) LINE "B-10" SEE SHEET 27 FOR PLAN VIEW STATION EXC. CU. FILL YDS. CONSTRUCTION NOTE DELTA/BEARING 45' 00' 00" [B;J 112.1 I 74. I @] [ill J a6. I DR_ 7 ( Sheet 16512) 28 Of 91 CONSTRUCT 21" R.C.P. 11500-D) CONSTRUCT 24" R.C.P. 11500-D) CONSTRUCT 30" R.C.P. (1500-Dl CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. PLAN 1310. CONSTRUCT CATCH BASIN, TYPE II,"L" PER PLAN, PER O.C.E.M.A STD. PLAN 1302. CONSTRUCT 30" R.C.P. 1I800-Dl DATA RADIUS LEN.I DIST. TANGENT 22.50' I 17.67' 9.32' ½ 0 2 ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES AGENCY MESA / BIRCH REALIGNMENT STORM PLAN AND LINE "B-4" DRAIN PROFILE STA. 6+25.46 TO STA. 10+54.97 LINE "B-5" ,"B-Ba ,"B-10" OF 91 60 t--·---+---i------------+------------+-----------+------------f----1--------1---------------l-------+--··---------------+-------------------------+---+-----l 40 UNINCORPORATED TERRITORY r-C-1 T-Y-;F----- NEWPORT BEACH s2 ....-'1-,-I- ~ ffi II ~ ~ SEE SHEETS 4 AND 12 FOR STREET IMPROVEMENTS u a, u w II X II ~ o: ; "' 00 • 0 "' + N } 8 ~' '\ ;~ -LI~' rR/W~ f . '\..."\.. '----+-----,i--~-=....tt:..____,_ __ ~tc) 81 . r-- "' II -> " 0 .• -a,-.o mu• "' r--+ _J II I') U..l I • N 80 -•• -. \D II al >· .u ,.,:; "' + ~ _j OIQ" II • ..Ju PROFILE HOR I z, I' =40' VERT. , I ' = 4' ACACIA STREET II I I J I II i 70' SEE SHEETS 5 AND 6 FOR STREET IMPROVEMENTS -____ _, J t3 ,/. ~ '...L ' ', ···· .. ~J-1-~~ ::::-_=_ -==--=_=_=_=_=_==_:::::~--G-----a:i--,1-----7',//,(,,'-/-/_··_:..-_··_::._. ________ • _· ;: ·-".' N49· 21, 12' w . ..... 1, __ ;s_J-N85" 37' 02' E N_4_9_~_2_1_'_1_2_'_W ______ L ~(~, ~----~---··_····_·/_/ ______ .... •✓I__ ~:::--· ----f-c-·-"'--• ·--~ 701 ==--=:::::::: ---~ ~ II 11 11 II II I (l q_ dvfESA DRIVE 2100 CL INT. 3~00 V - 73 1+96.50 LINE 'C" '" ~--~ I 1) ____ ..._ __ , 82 =1+00 LINE 'C-1' "ti. • JS "I 7 i-.... I R/Ws • J 7 'wi N4"21'12'W ;' -LINE 'C-1" o w . zsr"' --11 -{ill 14----"'-EXISTING SANTA ANA DELHI BOX CULVERT SEE SHEET 30,31,&32 FOR RCB CULVERT EXTENSION ,...,L_,l..,,Nc:-E-,',..,D""•-=sE:-,E:-o SHT.25 FOR PROFILE LINE STA. TO STA. B-6 1+01.53-2+77.17 15. 00 B-6 2+81.83-4+44.55 15. 00 B-6 4+45.21-6+64.33 3. 00 C 1+00.00-1+95.92 8.00 C 2+00.58-2+57. 79 4.00 C-1 I +O I. 53-I +81. 32 4.00 So 0.0290 0.0082 0.0065 0.0073 0.0052 0.0326 ..J" > 0 • --<Il. .• 0 mu . "' r--+ _J II r<'.lU ..J ~ 0.0290 0.0213 0.0008 0.0057 0.0019 0.0015 n D 0.013 18 0.013 18 0.013 18 0.013 18 0.013 18 0.013 18 -----+--------+-- I I I dn I. 5 8.49 I. 5 8.49 I . 5 I. 70 • I . 5 4.53 I . 5 2.26 I . 5 2.26 de I. 28 I. 28 0.32 I. 06 0. 72 0. 75 PLAN u. a, "' I om ll) • "' w .., z + - "' ..J Ve 6.99 6.99 2. 70 5.59 4. 26 4. 36 1'=40' . "' I a, • • r- 1 w "' z. ..J w z •r<) - ~-_J(.0 z . ---o• ... 0 .....J + + V) O,q--""J II 79 CITY OF NEWPORT BEACH I I I I , CL I NT. 2+80. 00 79 '/ JS •15 I ; ,, '":I( ~ , "v·/' FUSCOE ENGINEERING 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 ( Ci I I ( ]I 79 R 7 (16512) D • f 91 Sheet 29 0 CONSTRUCTION NOTES I10.I CONSTRUCT 18' R.C.P. (2000-Dl I 76.I CONSTRUCT 36' R. C. P. ( 1350-D) - - ------------------------ I 19. I I so.I [iiJ CONSTRUCT JUNCTION STRUCTURE TYPE I PER 0. C. E. M.A. STD. PLAN I 31 0. 1 s2. I CONSTRUCT CATCH BASIN, INLET TYPE I PER 0. C. E. M. A, STD. I 30 I, CONSTRUCT CATCH BASIN INLET TYPE. II., 'L' PER PLAN, PER OGEMA 5TP. PLAN 1302-. JOIN EXISTING CONCRETE BOX CULVERT JUNCTION STRUCTURE TYPE V PER O.C.E.M.A. STD. PLAN 1314 AND DETAIL ffi \fJ2) 29' 3' 1->·---------SYMETR I CAL ABOUT t_ .. . . . . . . . SECTION A-A A . --I ' 3' 2. 25' I 2' q_ INT.'~ I =40+6 I. 21 A EX. BOX \ ~90" ~ CULVERT \ IB'RCP LINE'C' CL I NT. I\ 39+66.94.-'l-~=-===t::J=~-===l IB'RCI EX. BOX I-IN_E_'_D-,+-+----+-~-ICULVERT I ---5" 1+00.00 28' 5•--- / 1+00,00 '-==4\:::==~A==I==: -~~ ... J - TYPICAL BOX CUL VERT CONNECT I ON@ NTS DATA DELTA/BEARING 24° 51' 23' 42° 51' 36' 45' 00' 00' 45' 00' 00' RADIUS LEN. ID I ST, TANGENT 623.00' 270,27' 137.30' 22.50' I 6, 87' 8. 85' 22.50' 17.67' 9. 32' 90.00' 70.69' 37.28' ½ 0 2 .-- 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT STORM PLAN AND LINE 'C' LI NE 'B-6' DRAIN PROFILE LI NE 'C-I ' MARI( DATE DESCRIPTION PREPARED UNDER~•/," /'I. ,_.d:-rr SHEET 1--~-~--------1 SUPERVISION -~/il:I' REVISIONS -c CE 2◄7111 • DATE 2 9 OESIG!£0 1 TS,PK,LC SCALE DATE DRAWING NO. ,..OR_A_W_N_,=o=e.=R=R-~c1£_C_K-ED-,~L~C--,As SHOWN 3-CJ3 OF 91 ~ 0 r') w V) <( r0 m Ol u.. u >-_J Ol :::, ~ , ~ r') ••44'-0 7 /8"± VAR. 13'-0 1/4"± ••31'-0 5/8"± lie VAR. lie VAR. 0 S=0.000772 40 ••44'-0 7 /8"± VAR. ••31'-0 5/8"± lie VAR. 13•-o 1/4"± (t MESA DRIVE VARIES 3.19'± MAX GRADE LINE ELEV 4.38± lie VAR. TUBULAR HAND RAILING (TYP.) 41 DATUM ELEV. 0.0 ••MEASURED ALONG ~ CHANNEL (F01) LONGIJlJDINAL SECTION rfU1TURE ----_ ~ R:NE A VE FUTURE CURB LINE l_ 39+64 END EXIST. RET. WALL ---~R=1000·_ EXISTING --- I I tf---.-_ I I , ~ IRVINE AVE 10+00.00 ~ IRVINE A VE = 1 +00.00 C MESA DRIVE ----TYPE A2-8 CURB lie GUTTER (TYP.) 1·=1 o· EXISTING t EC 10+00.00 _ f EXISllNG N 40'37'23" ~ _ ~ IRVINE A VE zw -_J c., c., 1-w z 0:: : iii~ t--c., _J • z:::, ~ I=<..) +UlX oxo 'It" w (Il ._; 0:: ,:0 • a, N • ..,. co ,:0 0:: + (.) 0 w~ / FUTURE ___ J ~ IRVINE A VE -- ;._ ..,. 11+00 ==================~: // T.O.P. EL. ""- :::::;:================:::i~l /~/==~~=26=.=93==~= ~~,- io r-: N io . t--N MATCH EXISTING TOP OF PARAPET ELEVATION CONST. JT. 39+72 BEGIN CULVERT EXTENSION T.O.P. EL. 25.18 'it) 1---.........Jf--------------------+----- ":.t CONST. JT. -~ --------------------------------------~ ---------l------------- lw ,,,,,,....----40+38.17 CHANNEL = 3: > / • 10::: / /_1//) FUTURE 0 1+85.62 i MESA DR. J:l a EXIST. TRIPLE / /;, T.O.P. EL. ;,:,;:--_ CURB LINE - BOX CULVERT // 25 35 ;::;<( / // • ECR 34' RT. ~ f3 /// --- 1 + 74.81 ; l:::E BCR 34' LT. ✓;// co / GI 1+76.97 /0/ -----.............. ··-..... ---· • ... .. ---..... --·-...................... ---------..1_=: 77':---~---· _.,....... • 1)7 .. FUTURE ECR 34' RT. ANGLE POINT // .,i ¼ . 40+00 i: 1+83.74 40+39.02 / ~-o;# IO IO a, c:i i / N ~7i2'22" W _ I / -~ W-41 +00 N 37"06'48" E I! Ii '-= r.-CHANNEL (F01) --1•7.,, 4-/II-----¼ -~·c=-0....:N±:S=-=T=. ==.....;:=...:c==:::::::::::::::::::..:~~===.....:=-=:!j[=:::f= ~ FUTURE BCR 34' LT. JT. (I(. ) FLOW i i 1 +87.81 1 • T.O.P. EL. ------/ I ! I i i 1_' 1· 25.11 . I + = = = = = = == = = ·= .... ~::: ..... 1:=-:= ::.: :.:: ... : = :.::: = ...... = .... -= = f-f--1-----41-----+'1-~---------, , I i i I I ff I I i I i ! ! I I / I ' i i i / EXIST. TRIPLE I I I EXIST. DEBRIS WALL FLOW ------ IO co N ============~==================~=f=.l=s==EL=.=-i-t==:'.:slfr--_.=-=-:ttcJ::-L+iw.: ! ----~ -BOX ~LVIBT ------..;..L.y! f-_ _fi=-==.=t==:Hit=~=f=.6=P4_· ___ E_L_.-:::._-:::._-:::._-_-_-_-_-_-_~--------------- EXIST. CHANNEL WALL z 1 , \:__ EXIST. CHANNEL WALL o I I= z iii -z c., <( ~~ co _J I'-; w IO Z co z 9' 34' 34' I I I 9' -H . ,:0 ~ -H . ,:0 ~ T.O.P. EL."'-. INDICATES TOP OF XX.XX PARAPET ELEVATION + <( Ol J: r') <..) I PLAN FUSCOE 1"=10' ENGINEERING 18'± n I 1'± 8.5'± 18'± 1'± 18'± lie VAR. :·,• ., ., •••• ••••••• ... ~ .• :•···· .-,:-·· .r:• •••. .., ••:· ,••· • .,_ .... ,,., •.r:• ····•w ••:· .•••· . :· .•••· ••:· .••• __. ••:· ..... ,.,;, ··•·. •.r:· ,: • . . . : ,,..: ... : .... : ,,.. ~ _,. = _,.._ .,._., .. :w, , .•• ,, . ,,..._ •.• .,. _,.. , .•••.• ,.;_:_,,, , .•• , .• .,..~ ,.. , ••. •· • ."-:.,.,. ,, •. •· . .',::w, ,. . .: : ,.. , .•. •· . ."-:,.. 1.·. •· • :-.:,.. 1.·. •· ,r.'•.: :w, ,.-.•-,,..:_:-;,.,..:: .. ~- 18'± . . "• . . . '• . . ... .. "• .. . '· (t CHANNEL • .. (F01) : :. -H . IO . ~ . ~ 'It" . ~ .. "· .. "• ,,,,,_s,_EC-.iJl ... Plil!i"N_@ 1"=6' 1'± lie VAR. n I 18'± lie VAR. 9.5'± .. ~ CHANNEL : :· (F01) • 0.5'± . ~ SECTION @ 1"=6' 1'± 18'± EXIST. DEBRIS WALL L GRADE LINE -----~--------~ GENERAL NOTES LOAD FACTOR DESIGN FUSCOE 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 LIVE LOADING: HS-20-44 REINFORCED CONCRETE: Fy = 60,000 PSI F'c = 3,250 PSI EARTH DENSITY: 110 PCF LATERAL EARTH PRESSURE: 68 PCF BOX CULVERT 45 PCF CHANNEL WALLS ENGINEERING 1 1/2 0 1 2 ----3 INCHES ON ORIGINAL DRAWING I , , DR. 7 (16512) Sheet 30 Of 91 MOFFATT & NICHOL, ENGINEERS MN SANTA ANA, CA ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 0 C 6-30-97 MESA / BIRCH REALIGNMENT BOX CUL VERT EXTENSION GENERAL PLAN IIARK DAlE DESCRIPTION PREPARED UNDER 1---'--~-------t SUPERVISION CF . SHEET REVISIONS 1,.cDESl4.::.:;.;:;GN.::::ED;;..;:;..__~-------I SCALE OAlE DRAWING NO. 30 tD ORA-. : QIEa<ED : l>S SHOWN L..l ______________________________________________________________ , ______________ _..__ ________ ____.=~---'~'-=-'----'--~ OF 91 D(-1 6) -rn I-' IU oc _J 0 _J ~1 __J lU a:l zU z 0,,: 4::z I-L> ID !.U l-' 11) _J _J o-1 -:;z_< lU :S 6AW·CUT EXIST BARRl!:R~ PORilO~ E>'-.IST CHANNEL WALL.· CUT REINF 211 BELOW CONC 5URFACE 4 PA'\'CH W 1TH EPO)(Y ---+-YeI1 EXP Jo1\-..IT Fl LLER 'rr ~ r'l I r' t~ 4 = lO I I Y81X: 12 11 \..leOPl<'EIJE I I I - 11•611 RE)..'10Ve PO~TION eXl~T. CHANNEL WAI..L I J I~ - ' ~4@12. ,d-011 --NEW !;ARR PARAPET~ IER 5el: 11 5iR UCTURAL Dl:TA SHE e. I L.5 NO. ,11 i NEW TOF 5LAB EXIST, PARAPET AND 6ARRIER iO ee RE\.'10VED 1/811 1< 12 11 ~EOfRENE STRIP eoNDED TO COf-JC, CO\-JST. JOINT ================~~====~-- - - - - - - - - ISROUT ~-NEW PARAPET (.0 5TRIP 2iOt-lDE1:i I TO CO t,J C , -----., I J ~ 7 )( = \.. 7@12 ~1-011 WALL THICK.NE55 TRA.,N SI TION ---L----:------ L '----,.-LIMITS OF TOP SLA6 REMOVAL. 0 -• (U Ya" ,I( 1e1'NEOPRENe STRIP 60NOED TO eiACic..rACe OFWALL-.:.__-+--- 5ECTIO"-l (A) Y411 = I \.Qu NEW CULVERT TOP SLAB = 0 I \0 I - COf.J5T. /J JOINT I ORIL.L Af-JO EPOXY t30NC, .j; 6 ><fc@ 12 II (EPOX CCAieD) IN 12 11 OESP HOLE - • f-:! .. . . . ~ ~ . . . . . . . . . . . -·· ---................. ,,,1 / ).! ,:;6@ 1~ 4 11 FILLET e~o11 41-0" te)(c @ 12 ts><r@,2 ~ :4@1e ~· ' •• •• • • ' ' •• . ' . ' "' [i • ~ 0 I m --~ -------'. EXIST. L.ONGIT. RElr-JF. TO F<.EMAIN (WHEN EXIST. LOI-JGIIT. REINi::: PROJECT5 MORE THAN 5 EC TIO N T· c:'•o\ eARS MAi e,e """"~""'""'~~=\E~) CUT TO PROVIDE 21·011 3/ei: 11•011 l.AP WITH NEW REl1'JF.) ____ t CH ANNE L ( F O I ) ___,,_ ____ -+--+ EXIST, I NTER!OR CULVERT WALLS 4 +00 --jj.1.----'--=1--...::....::.----1--1--1---+----- • • • * 7 >C 7 @L2 (DRII..L At,J D EFOX'( :11:sx 31•011 (!1t1 ,-COA"TED) lt-J NEW iOP 51..A El PLAN E 1/811 >< 12 11 NEOPR.EN 5TRIP BON TC CONC. C,EO 11 I 1 J -50UT H E XTE N510N 21-oil REMOVE e)(..157: TOP, 6'•011 - SLAB $ PAF<APE T - 4'•011 H EX15T. REINF. .J~ TO REMAIN i I ' ,_t r I 'fW,i--- t-1 I I I I (,l\ ' I ~ r#GIPlei I j_ I I I ..--• --.---r ,.._ ,. --.---.-Tf --1 .-. -. . .. ··&·~-----~ • • • • • - - - ---1 -1-1 _J TiP r-------1-U --- - L -1 Ill UJU z O{_ Zz <-::c © u u., t--' en 0'.-1 0 _J ~1 VARIES ' CHANNEL (FOi) ,. 1tI TO 11·611 51-011 61·011 1211 - - ' I ' I ---' ;f:6@12 i i i I . . -. . .. . . . • • • • • • --. . --• ' = ---. • --. 61-011 1 t FINISH 6RADE ! REMOVE PORTION , I '! E.X-IST. CHANNEi_ WALL. ,;'/ ~11r 1/Jf i I rts@1, CONST. ,J~ JOIN"T~ ~ . ;:---·. . . • • • • • • • • I.!) --. __ : -------.. I • . . • . • ~ ' +• =? ro • • 60NO CONST JOINT~ . ' (SPOX 2'7'o! • r. 1211 De EP HOI..E5 1• • • 5ECTION @ y41 = 1'·011 -WHEN EXIST. TOP SLAe RE.INF. EXTENDS 1..E55 THAN 61·0 1 FROM CULVERT WALL,EXiENO BARS WITH WELDED SPI..ICE - BAI< 5\?E OF EXieNSIOI-JS TO BE SAME A5 EXISTING. SECTION © l/411 : 11-011 ,, II I I NOTE: FOR ADDITIONAL DETAll.5 • SEE 5ECilON@ • • • • 1. EXIST. RE\Nf7 TO RE~AIN NEW PARAF'E:T AND BARRIER SEC II STRUCTURAi.. Dl:iAILS N0.2 11 SHEET --CONST. JOINi I '1r---EXISt CULVERT WAL.L. 1 l NOTE: FOi<. OTHER DETAIL 5EE 5ECTION@ 5ECTION ® EXIST. 1<,EINf. iO FtEMAIN DETAIL AT EXTENSION OF INTERIOR CULVERT WALL NO SCALE lcoNsT. \+i:G:!12 /~ .. / ' ~ #6@12-is@12-t. ! " i °3'•0'1 ' .. I *6@12 . ' ' :/-011 I ' ,\. 31·011 1;911 x1t NEOPRENE DR. 7 (16512) Sheet 31 Of 91 JOINT s'-o" " " :¢5x7 ~l', -' " ~ ~-" " .. DRILL A\\ID EPOXY BOND 11=6><3I·0I1 @1,11 (EPC)(.Y ' COATED) IN 1011 DEE-P HOLES---...._ , VARIES CO'NST. JOINT~ I -' 11 I #4@12 (i-rP) 5'·0'' •• -* 5>< 1@12 ' :j:; 5 )( 1 ~ 12 ;s><7 @1e i ~. ' ' ' :;l:4,~12 V #:4~ 12 • • . ' DRILL AND EPOXY 60\\1D ' ie>< 51-011 ~ 12'' (EPC)('( COAicD) . ' IN 10 11 DEe.P HOLES , , V • CO\.J5T, JOINT VARIES I I I 5-:-R\0 l:iCi'JDED TO CONC, DRIL.L AND :POXY SOND #Gx 7 ~ 12" (EPOX'!' COATED) 0 1\l 12'1 DEEP HOI..ES ' - © .-- Fuscol] 16735 Von Karman, #100 '.IJ Irvine, California 92714 MOFFATT & NICHOL, ENGINEERS M N SANT A ANA, CA ~ A.L. ELY No. 18880 1 1/2 0 1 2 ---3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA / BIRCH REALIGNMENT BOX CULVERT EXTENSION SI RUCTURAL DEf AILS NO. 1 rruo ENGINEERING Phone (714)474-1960 \ ~-___.__oA_TE..___:=='--'PTI.:.COH--1':N.=,lr;)!'/f~J;t.if,,tp,Vlfl SHEET 5 E CT I O N ~J FAX (714) 474-5315 REVISIONS ~ ~ DATE ,31 V 411 : 1 I. 0 II i-:;DE=SIOH=E::....:O ''----,----I SCALE DATE DRAIIIINO NO. ,__ _________________________ .;__ __ -,-_______________________________________________ _j_ _________ ~DR~• ... ~= --~0£!:!0<~E~D:_..: _J;:AS~-~--, _ __,____ OF 91 J)(.7 LI~-~ '2...--s-3~~--s rn I->( U> ~ / ~e.MOVE E)(.IST PARAPET ¢ ~ w ~ ~ARRIER.·CUT EXIST RE.INf. ~ ~g! \Ye 11 BELOW TOPOFSLAB 4 IB 2.5 FILL 1'EMAll'-llNG DEPFI-ESS\01--l Ill Ul u WITH !:.P01-Y GROUT er _________ __J _________ _j LI MIT OF TOP SLAB REMOVAL I I I I NEW PARAPEi $ BARRIER ve 11 s.xp. Jt FILLER 5AW CUT END OF cXI5T. PARAPET· CUT R.EINF7 zt1 BELOW CONC, 5URFACE $ F'ATCH WITH EPOXY GROUT ff 1"1 r.' r~ I 1~1.9n 0 • -(\j ! ' ' ----------' 31·611 ~e MOVIS PORTION l:.XIST. WAL.L EXIST. R.EIN~ TO R.El"'1AIN NEW DE6R.I5 WAL.I. EXTENS\O\.J (T:12'1)· SEE O.C,E.M.A, STD. PLAN 1'324 EXCISPT. VER.T. f<.EINF. !;HALL BE. t5@12 EXleT. PARAPET ,$ eARRIER ~ To ee REµoveo~~ Y8 II >< 12 11 NEOPl<et-JE STRIP I r BONDED TO COt-JC, r-1 I CONST. JOl~T I I I ---- E:XI ST. I..Ot-JGli. REINF. iO REMAIN ( WHEN NEW TOP SI..A6 ELEVATION -DEBRIS WALL ex I ST. LONGlT. REINF. . PROJECTS f.10RE THAN et-o~ eARS MAY CUT TO ~o -' Nu_-\-....+--.-✓ EX 1ST I NTE.RIOR CULVERT WALLS L TYP. 41-1-00 r't:, CHANNEL (FOi) • EXIST DEBRIS N05IN6 ____ LL/------'-'---------------'--- __J z __J v1 UJ _J d) llJ '2 ,0 z u <( oc :c PLAN -NORTH EXTENSION • 'IIS°•rrt~/11/;:'IIJ/ ~ 00 2 i-: Ill u'.. I 11 4·0. E)(..15T REINF TO RE.MAIN FINISH GRADE\ Ye11 x le 11 NEOPRENE STRIP BONDED TO CONC, ----...__ -L REMOVE E)(.15T, e' 0 11 TOP 5 AB PARAPET ~ I I ~ I r -; I I I I 'I', -. . ---------~ I lll6@1i:1~ CONST JOINT I • ~ ---,. --.--r-... I ... • . . . ... . ., -~ -.__.__. ......,L. .....L. •• .... -~ -. _,.--. . / ~~@12 11 __) • ./ ~ WHE~ U.IST. TOP SLAB REINF, 1/ 411 FI l.LET (T"(P) -~ E1'TENDS LESS THAt-.l G~0 11 ~ROM 1t4 @li:!11 -CULVERT WALL, U.TEf..lD BARS . ~5"-7@1,11 WITH WEt.DED SPLICE.. BAR __..,,. 51Z.E OF EXTENSION TO BE -CONST, JOINT 3~0 11 - 5AME AS ElJSTINGi I .,-l CHANNEL (FOi) - EXIST DE6~.t,5 WALL - LINE, )) r1 ! • - I I I I -- n I I I I I I I I l<e.l-"'10VE EXIST. COi-JC, f I PARAPET-CUT REIN~ IL 111,u 6eLOW TOP OF SL.AB 1 1 $ FIL.L. .l<EMAINING I OEPRESIO~ W-11'1-4 EPOX'!' J SROUT--~---____.,..1 I EXIST. SIN6LE BOX CULVE.RT I 4: 1 r NEW BARRIER $ PARAPET ~ :!f:4~12 DRll.L. i EPOXY BONO 5ECTtON @ ::!I::. 6 x 31•011 (EPOXY COATED) ~ 12 11 IN 12 11 DEEP HOLES 31911: 11-011 . r I ' 11 11 ;.REMOVE. PORTION EXIST "lk-'ill/irll//§'pqiff/1/1~ I I CHAN NEl. WALL -rl if~@1e11 ~4@121(TY~) ~[)\ /;-•G@l211 <I) I I llJ I er:: ~ - 0 ~ • -='?1 ,r-----.-• -... • ~ • 1· . . . . . . ~ --------~ --. . .. . . -. . 0 ' ff) "-~ liG@\2 11>'-_::, / '~·~Ye'x12'\JEOPRENE. STRIP CONST JOINT • BONDED TO CONC, E)(..15 T R.EINF ' ~ • DR\ LL AND EPOX. Y BOND TO fl.EMAi N ~ l;G)(. l (EFOX.'1' COATED) 31-011 ---~ :i x. 1 @ I 2 11 @l 12 11 IN I2M DEEP HOLES 3~011 = 0 • -1.9 - I I i I I I 1 ( C~ANI-JE.L GRADE -f-L. . ' - SECTION • FUSCOE ENGINEERING -✓ -1d 11 @18 M ~ -'- '\.. I • cu 111CLR I I I L, --~ ~ IT) -' cu 4•1// , , • -cu ·1 -Z:::: 1- ~011 @ I 811 v 1211 ---D @1c:11 ~ ' -, • , CONT ~ ,;;-., PROVIDE 't-011 \..AP ,. WITH NE.W i<clNF. ' 1--1TUBULAR HAND RAil.iNG S!!E.JULY 1~92 CALTRANS STD PLAN Bll·5I -I11 CHAM FER (T'l'P) -~4(TOT,G) 5ECTION 3/611 :. 1'·0" I I LJ © NOTE: FOR DE.TAILS NOT SHOWN SEE . 11 DETAIL Ai NE.W TOP SLAe• 4"4x n @)Ie 11 • TOP OF PARAPET 3-#8 CONT, 0 ' -OJ en i\ llJ. Ill. \. lf 5 x4'-QII @l 9 II <:{ > TYP. TOP 5LAB REINF ..;_,, ,, ~ :j\;4 @12.i' --------- . ' "' L,.-,,.rn--DRILL. 4-EPO>'-Y ·eoND •to@l2~ IN 1211 DEEP HOLES EA. FACE. 'rli---'--,.l,.J.--~ I I I I 11 11 11 ' AT NEW TOP 5LAB AT E)(.15 Tl NG TOP SLAB 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 rJ E,i A IL AT PARAPET AND BAR.RI ER DR. 7 (16512) Sheet 32 Of 91 M MOFFATT & NICHOL, ENGINEERS N SANTA ANA, CA A.L. 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I r------------ 1 I 9' / ~ ~ II 11 11 11 11 56, f 48' i I I 64'64' 54' IRVINE AVENUE IO' ,- UNINCORPORATED TERRITORY -----------------------CITY OF NEWPORT BEACH 52 _, / COVER _../ ~ PROFILE HORIZ• 1'=40' VERT.•1'=4' PLAN I ' = 40' _,,/' --------------------------------- CURVE DATA ,. ,, ~,,• ,.e /",_.,,,• Q DELTA RAD! US LENGTH TANGENT A 15"13'35' ;1601,00' 956.97' 481.32' -·· .. 1---'l>E'--+'-"---;_.c,....:..:-+_;:...'-'-'.:..::~1-,-C'-'--'-'--'--'--+----'-'-"---l .. --· FUSCOI~ ENGINEERIN(i 5 ~o " 0 uJ + (l) C1J ACX FLG. ADAPTER- EXIST.8' WET LINE~ __ _ 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 II II II II 41 ~ 44 / ; ; I ' : CONSTRUCTION NOTES [CJ INSTALL 12' P.Y.C, CL. 150 (WHITE) PIPE PER MCWD STD. NO, 18 AND 19, INSTALL 6' R.W. FLG. & G. T. VALVE PER MCWD STD. NO. 14. ~ INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. 12. @ INSTALL BLOW-OFF HYDRANT PER MCWD STANDARD NO 4A. ~ INSTALL 12'xl2'x6' G. T. FLG. TEE. ~ INSTALL 12' TO 8' ECCENTRIC FLG. GT. REDUCER. ~ INSTALL 8'-45' BEND FLG. x FLG. @TI INSTALL 12'-45' BEND G. T. x G. T. [§i] INSTALL 8' A.C. X FLG. ADAPTER. LEGENDS @ REMOVE EXIST. 8' A. C. PI PE. @ PLUG & ABANDON EXIST. 8' A.C. PIPE. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. []J PACIFIC BELL. IT:;) SOUTHERN CALIFORNIA GAS CO. [gJ CITY OF NEWPORT BEACH. [[J SANTA ANA HEIGHTS WATER CO. IL] COMMUN I TY CABLE. @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT NOTE: ALL STATIONS SHOWN ARE CENTERLINE STREET STATIONING. CONTRACTOR SHALL LOCATE ALL EXISTING WATER. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXIST, 6' AND 8' WATER MAINS PRIOR TO START OF CONSTRUCTION. STA. 2•00,00 It. t+--------44'-0 7/0'+ VARIES---------! ======:~ 38' -o· DR. 7 (165..12) Sheet 34 Of 91 SECTION II A-A" ' N. T. S. ½ 0 2 I 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT 12·xs'FLG.x GT. jssl ECCENTRIC REDUCER WATER LINE PLAN MESA AND PROFILE DRIVE STA. 1+00.00 TO STA. 9+00.00 SHEET DESIGNED 'TS, PK, LC SCALE 1--~~~-~--~~--1 DRAWN ' DB.RR I CHECKED ' LC AS SHOWN DATE 3-93 DRAWING NO, 34 OF 91 1 LJ/,S/1-) ~ ~~'B---_s -l---+-----------+------------+------·--·----+-----------+-----------+-------------!--------~431----+------------+------------1-----------1--1 ~...., = --+---+-----------+-----------+-----------l--------·------l-------------l-----------I4~f--------llfl.,c?!£ --e-"·+------------+---------,,r-----+------------+---+------l -(.'.) 1---+-----------;--------------t-----------------------+------------+------------11---------11---+------------+-----···-···I------+-------------+-----+ W X . . w --+---+-------------+------------1-----------1------------+------------+-----------,=ct--------+-,__ ..... ···+------------+-------+-----+-------------+---1----l ~ ~ ~ 1---+------------t------------+------------+-----------+-----------+-----------...J-+--------...J-cl---N--u,,...--,;------------+--------t-----+-----------+---, "3'" u e-' u _ . /-EXIST C.L. PROFILE --t----j-----------1,,.n,;t------------t-----------+------------j---,===-i:r,i:i"·oposEff.FTNT!•HED SURFACE OVEu-K----t---------,,·--x·--,.·--11--------+----+--------t-----+-- / " ; ~, ~ = 0 • x / ,n 1---+-----------+------------+------··-·-----+-----------+----,f---------'l:.-,:fi·P+PE---------.0 ,_ _____ .... .02 N .... ;a-"t---11---------+--==--Po ,f:~.)(.l.S:i:.J.w"~-~c----+------------+--j ,,_, -+---l-----------.;..l-~+'-----------+-----------1--------------1----1/'------------1---··_-________ _,:.0;--1----·>,J°'K--------""d ;::_ ;-<.d:=ci:-,-,1--------;f--/--f/-~s~_. r·'A~T~E=R~L~l~N=E __ -tl_l""') ___ -+------------+--+--~r~r---j , ~ I ! ..,y ! N ' / / I,_ -- =;= I ,,,,. ---I -----w . l---+-----------l/)--+--------·----11---------····.. ..... ..... .. . v. I........ -=· =-....... ... ............................. ......../ ··--""(55-.,;;,6 .......... U, • I 5' . --' ~ -.. ---.:::::-,•W --~w rn v· ,----t-----------t---t-----l . " 7 .. ~·-== .... 0 ----..,,,,.-'(" = .... --5::2· ----" : t- WW 00 w . . -+-+---------v~·l-::-:::::--""-=----------::;;-""':~=:--t---\~_----=::::=-=~"""~==~;;;;.ar------~-=----------t---------"-\,---4 ;-,'···t·NV;-····! .:;-;11--------\------~=-+----+--------,----+---------~ .. --d-'rn...._ __ -+----------+--+----! t---t----------i~~ .. ~------/,.,.,~C...._...J~e9"'\i-t:;:::::c-c--'5\_..~--=~~~..---::;7'~-__;..--C-_t-__________ t-_________ ~ct,• c : •~ ~!-J--+.-----------~m':>.:-+•-_,,,,,-.,,,,-~__/" ___ --:;,~,,....---:;""~::__..:_i:.---,_,--~,a~~ .. .:§.•.,;.O::,:~~'-J--~"''==·fo,ut-<OFOSED·TZrwrxATILlER:,1L,1",..:.n:---t-----------T-,¢1--B_E_AB_A_N_D_O_N_E_D _____ t-· ....... _ ..... __ ....:,..-4-__ --l--------l{.,~4=3-,=05,,+1~N~V~.------l'l-'->l•---+------------+---+-4"~3··· f--+----------~'-b-""----=..-,"'-~,....C"-:::;;...-,,;.+':::;,,"""'---------+------------;-t----------~+-----------··+----------···--"""" ··;,--1--------:::+-~""4M'P'-.:_ ____ .J..,...:----l------------+--l -------_,,,.,,,,,..-w w w w w ,,_, ,, ~ --+---+------------~.·t----------=··-··~~ a~o/"7·---=--+-----------_·l------------_+------------~·+----------~'-l----------~·+------------w··+-------w.-t~+.,_ __ -+------------t--+----j f--+-----------"1-"'--1=-----:s"'~=· '-e--=iJ·_.,::. ___ __,_ 1------------:t.O=+----------~ijic,+-----------O'o'.+ -----------«..,.H--------------<.L!)D+----------~+------•-1 .... w---+------------+-····-· ' VI _/" • ~ ~ ~ ~ ~ _ 1-D l---+-------------F--:;;,-""'----------==-t-----------'4----------.:.+-----------11----------...:..t-----------....:..+-------------,;!:t-------;;;?1---~,---+-------------t--"'i v-... ~ ~.:<C --+---+----------... ··----------...... ,+-----------+------------+----..... _. _____ -+ .. -----------+------------+------···• ... ······-··----t-------'-l,1------1-----------+---+-----+ (/) l---+-------····------t1·-w-----------;;..,.;ct-------------+-----------t-------·-··----+------·-------+------------t--·· .. ····· ........ _____________ ,~~---+------------+---, w "2 C: , z a) I • --+---+-----------1-1'.:-::----------+-------------+------------+------------+-----.. --r<) ' CONSTRUCT 759.00 LF OF 12' PVC C900, CL 150 w ~, --+---+-------· __ __,_(_,) _______ .. ____ ·--·--........ -.. -------------1-----------+--------------+-------------+-----------1--............... --------1-------~'-_J----+-----------+--I------! I- -u --+---+---------·~·1--------------+-----------+-------------+---------.................. -----········ .. ··----+------------+------------+-------+i'~---+-----------+--I-----+ I- UNINCORPORATED TERRITORY ... .. .. PROFILE HORIZ• 1'=40' VERT., 1'=4' "5 NOTE I ALL STATIONS SHOWN ARE CENTERLINE STREET STATIONS. CONTRACTOR SHALL LOCATE ALL EXISTING WATER. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXIST. 6' AND 8' WATER MAINS PRIOR TO START OF CONSTRUCTION. i .... DR, 7 (16512) Sheet 35 Of 91 CONSTRUCTION NOTES [Cl INSTALL 12' P.V.C. CL. 150 (WHITE) PIPE PER MCWD STD. NO. 18 AND 19 [ill ~ INSTALL 12' R.W. FLG. xG.T. VALVE PER MCWD STD. NO. I 4. INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. I 2 ~ INSTALL I' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. I 8:§] INSTALL 2' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. 2 ~ INSTALL STANDARD 2' AIR AND VACUUM RELEASE VALVE ASSEMBLY PER MCWD STANDARD NO. 8. ~ INSTALL 12'x12"x12' FLG. TEE LEGENDS RELOCATE EXISTING 5/8' OR I' DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO, 3 RELOCATE EXIST 2' DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 3 REMOVE EXIST. 8' A.C. PIPE. PLUG & ABANDON EXIST. 8' A.C. PIPE. ~ [[] ~ [[] [[] [I] [TI OD UTILITIES SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL. SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH, SANTA ANA HEIGHTS WATER CO. COMMUNITY CABLE. METROPOLITAN WATER DISTRICT COSTA MESA SANITARY DISTRICT FUSCOE ENGINEERING 16735 Von Karman, #100 Itvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 ½ 0 2 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN AND PROFILE MESA DRIVE STA. 9+00.00 TO STA. 16+60.44 55 47 S=O. 0\42 W ,t -,1-----+----------t-------1 47 .. IL}__ -----f------------+---t-----; 43 W sr "' N . w '' w 43 39 =+v w 1---+--1-------~=J.,,JJ'n"-i-sF--+------------f----------+-----------+----------t-···-·--·····-··-·····-······~----+-----·-···-· -·-··-········-+-----------j-----t.;;;,------f-----------t"-7--------j = ~-l------=....J~----l------------+-----------+------------+----------+----------j------------1----------,----1 ....J u I-... e---+------"5""'""1-----+----------+----------,f-----------t----·-------+------------+-----------1--------- CITY NEWPORT OF BEACH 22' ·' I I • A CURVE DATA DELTA RADIUS LENGTH TANGENT 74' 47' 27' 580.00' 783.21' 458. 66' 1- ------······ <C"------l-----------+----, ...,, NOTE= ALL STATIONS SHOWN ARE CENTERLINE STREET STATIONS. CONTRACTOR SHALL LOCATE ALL EXISTING WATER, CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXIST. 6' AND 8' WATER MAINS PRIOR TO START OF CONSTRUCTION. DR. 7 (16512) Sheet 36 Of 91 CONSTRUCTION NOTES INSTALL 6' P.V.C. CL. 150 (WHITE) PIPE PER MCWD STD, NO. 18 AND 19 INSTALL 12' P.V.C. CL. 150 (WHITE) PIPE PER MCWD STD. NO. I 8 AND 19 INSTALL 6' RW, FLG & GT VALVE PER MCWD STANDARD NO. I 4 ~ INSTALL 12' R.W., FLG. & GT. VALVE PER MCWD STANDARD NO. I 4 INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. I 2 INSTALL I' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. I INSTALL BLOW-OFF HYDRANT PER MCWD STANDARD NO 4A INSTALL 12'xl2'x6' FLG. TEE LEGENDS RELOCATE EXISTING 5/8' OR I' DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 4 REMOVE EXISTING WATER METER AND SERVICE LINE & DELIVER METER TO SAHWC YARD . @ PLUG AND ABANDON EXIST. 6' A.C. PIPE. @ PLUG & ABANDON EXIST, 8' A.C, PIPE. @ REMOVE EXIST. 6' A.C. PIPE. @ REMOVE EXISTING WATER VALVE, UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[J PACIFIC BELL. [SJ SOUTHERN CALIFORNIA GAS CO. [QJ CITY OF NEWPORT BEACH. [IJ SANTA ANA HEIGHTS WATER CO. IT] COMMUN I TY CABLE. []J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT FUSCOE ENGINEERING 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 ½ 0 2 --I 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN BIRCH AND PROFILE STREET STA. 16+60.44 TO STA. 24+43.68 , MARK DATE DESCRIPTION PREPARED UND~</ ~;t_•<,~ Tl/'41. 1--'---'-----,------j SUPERVISION O ~,.,ti-.,_,l"'=-p.fTW,=.::-c,=,--· ·_''_,_'II, REVISIONS CE 24701 'iATE DESIGNED 'TS, PK, LC SCALE DRAWING ND, SHEET 36 1-'-""--'-'='-~~--~-=---I DATE 3-93 I' =40' DRAWN, DB.RR I CHECKED, LC AS SHOWN L-------------------------------------------------------.1..-----.1..-------------------------------------------------------:=::::-----: -----'--~-OF 91 D. I u v, ~ --I 111--------1 ---,w-;-,t--:=-=::!/,==i==-c==-c=~6=1:::::.~,·=C"--=f=:i==:-==:-==:-===:::::-r-'---~ .. 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T-----------1-·····"·•···~~~-·-····--------",______. ............. -N 1 1£! -------t"'-----"i-+...;,+----------:.a.-1------------;,!:, ,:+-------------,;;-<!)~ ~l----------:S;+-1-----'m~+-------."'".1 i-'.,.,.::::...----------11------------1---l---A, •2 ·· 1--+-------------1-------11----'::>+---+-----------l------------l-----------.r,;.-· l------------4'·., ........ ~.1-----------I"-'+--+-----· -1------~,L.•·_ '------~--"'-'"~·"""··~~··~·+------------+---< 00 V V,q-V V V -----l---+-----------+----~•-l--......,-•t----i-----------+------~----t--------------+------------+----------_..!--1---------1---~~~~,--.L..... .... __________ 4-__________ __J.. __ 1--__ _j ~ + ~ 1----t------------j---,,aai-ll----iN*---+-----------j-----------+-----------l-----------+---------···-+---------------ll-r-'------------l-------------l--.. -.... 38-l---l----------------l-----VVlllj------t----------t-----------l-----------l------------1-------------4-------------!Wl---------l-------------L--1 ... --3-;:R-----l w w ,____ __ _,_ __ ,__ __________ __,_ ___ ....::z:1------+-----------l-------------+------------<-----------·----·-·------------"f-------------1:z:c__ __ _ .....J i-----t--i-------------+----+------l-------------+-·-----------1-------··-------j-------------t------------+------------l------------l--------------1-----4------1 .....J ..... i--t----------+---:'u7.""1 -----+----------t----------+-----------+-----------1----------+----......................... :::r: ....... --·--··----+-------------1 ....... . u i-----t--t-------------+-----,,=-···r-1-----4-------------1---------------------+------------+-----------+-----------.............. ·----------hi=-----------+-------------1---1-----1 >-----+------------4---~~------4-------------1--------------~---·· ........ _ .. _. _____ t------------+---------····+-------------+~<-[------------l-------------···--1------l i------+--+------------+----=~1--------+----------+-~-----------1------------1---------··----+------·--·-------t-------------t-=-----------+------------1-----1----1 i----+--+----------f----+-----t--------~-l------------11------------1-------------1-----·-------+----------+----------+-----------1------1--------1 8'FIRE DEPT. CONNECTION R/W 46 ---- WATER S:RVICE SCHEDULE 25+38.2 25+40.2 25+42.; JOIN EH ST. 25+44.2 25+46.2 METERS. llclEXIST, L::J MA IN _,1--JI _,___L---/ 1 -38 I 6 ' --'>-I'--' 12'xl2'x8•-n~V TEE 'I,.) E (>.% /48.33 \ IE DETAIL NTS _.I JOIN EXIST. PIPE AT R/W /1\ \37) -44 - 97 = 96 ;>"""< 63 ,.__, ~~ PLAN ~~-N-+~--~ ' - 29+81.85 MESA DR.= 10+00.00 ORCHARD DR. EX I ST, NOTE• ALL STATIONS SHOWN ARE CENTERLINE STREET STATIONING. CONTRACTOR SHALL LOCATE ALL EXISTING WATER. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXIST. 6" AND 8' WATER MAINS PRIOR TO START OF CONSTRUCTION. 57 ii JO IN EX. ACP AT NEAREST COLLAR W/6' A.C.x 6'G,T, AnAPTl'R ,QO 5 71--t-++-------"-LO --, I- 41 JOIN EX. ACP AT NEAREST I I COLLAR W/6" A. C. x 6' G. T, 6' ACP ....A't....:::J ADAPTER DETAIL DR, 7 06512) Sheet 37 Of 91 NTS [ill CONSTRUCTION NOTES INSTALL 8' P, V. C. CL. 150 (WHITE) PI PE PER MCWD STD. NO. 18 AND 19 @]J INSTALL 6" P. V. C. CL. 150 (WH I TEl PI PE PER MCWD STD. NO. 18 AND 19 INSTALL 12' P.V.C, CL. NO. 18 AND 19 INSTALL 6' RW, FLG & STANDARD NO. I 4 150 <WHITE) PIPE PER MCWD STD. GT VALVE PER MCWD [ill INSTALL 12' R.W., FLG. & GT. VALVE PER MCWD STANDARD NO. I 4 INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. 12 INSTALL I' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. I INSTALL 2' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. 2 @Ii @] [ill @ G]] INSTALL BLOW-OFF HYDRANT PER MCWD STANDARD NO 4A INSTALL STANDARD 2' AIR AND VACUUM RELEASE ~ ~ [ill VALVE ASSEMBLY PER MCWD STANDARD NO. 8. INSTALL 12'x6' FLG. CROSS. INSTALL 12"xl2"x6' GT. FLG. TEE INSTALL B' RW, FLG.& GT. VALVE PER MCWD STANDARD NO. 14 [[j INSTALL 12'x12"xB' GT. FLG. TEE. LEGENDS @ PROTECT IN PLACE. @ RELOCATE EXISTING 5/4" OR I' OR 11/2' DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 RELOCATE EXIST 2" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 3 RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 4 @ JOIN EXIST. 6' A.C, PIPE TO NEW 6' PVC PIPE. @ REMOVE EX I ST. 6' A. C. PI PE. @ REMOVE EXISTING WATER VALVE. @ REMOVE EX I ST. WATER BOX. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[:J PACIFIC BELL. ~ SOUTHERN CALIFORNIA GAS CO. [QJ CITY OF NEWPORT BEACH. IT] SANTA ANA HEIGHTS WATER CO. IL] COMMUN I TY CABLE. [g METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT FUSCOE ENGINEERING 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 ½ 0 2 I ' 3 INCHES DN ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN AND PROFILE BIRCH STREET STA. 24+43.68 TD STA. 31+00.00 MARK _.DATE DESCRIPTION PREPARED UNDER ./?.~, ✓ -.A 1----'"---R..JELV_I_S_IO::.:N:.::.S::_:_...:.::_.c.__-J SUPERVISION DF~rt 24701 • DATE DESIGNED I TS, PK, LC SCALE DATE DRAWING ND • % _SHEET 37 ._ ___________________________________________________________ --J. __ l:..'_=_4;.;0:..'_.1... ________________________ . _____________________________________ ...1..:o;::.:R:.:::Aw:.:;:N..:•~D~B-.:..,R,;,;.-R,;,;. ____ ~lc~H~Ec;KE;D;_;,~:L;c~~LA_s_s_Ho_w_NL3_-_9_3_1=====~a.l....:O::.:F....:9:.;1_..J ? 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""~-------"~ i~ 1----1------------f-o5---··ro·t--------"'-+------"'-+-----01_..., ___ m,.4 ----~--01-+-----------cn---<--------····-m-· ·~--------01+------"'~-------cc"'+----------,._c-'--ll!L;l-------------+------------l-----------+----I 1-----1.~~Zr--+--t-------------<C-=•~"-'------'"+--------"+----"=--------="-L-----'"+-"+---------'"+-----'"--------="+----~"-=+--------="+-----------"-'--l-.----------+-----------·--¼------~----+---+-atr~········- . -. ~ t-----+--l-------------'-'/)1------------+-----------+------------+-------------+---------------+-------------+""'------------1-------------+-------------+------l-----1 VI 1-----+------------------------+------------t--------------j------------+-------------+-----------➔-------------i------------➔--------------+---.--- --38--+--+---------t-----------+-------~LON:::, I. 600; 00 L. F. rzor···· r vc • L':::lUU, L -·rso~·-+-------------t---------------+-----------t-----------t----+--.3-tt--:---1 1----+----------~,-~-~1----------+-----------f-----------+-----_:__-----f-----------+---------->l"f-----------+------------1-----------+---1 ~ ---I , I z t----+-------------rl------------+-------------+------------+--------------+-------,---•·"'""""'------+-------------•~--------......... ·""-"•·-------+--------------+----------------+----< ~ - -3·--,ofl·--i----t------------t------------+-----------t-------------t------------t------------+-----------t-l--'-----------t--------------,r-------------t----+~34--- ::J: t----+-----------u~t-------------t---------------+------------+-------------t-------------,, --+--------·----1-:::i:~-------------+----------------+-------------+---l t----t---i------------i:-1i---------------+------------t-------------+----•------w~•••--+-----------+-------------t''"">-'----------t----------------l------------+---+--•--- ~•••-•,--S_,---------~g:_,,__ _______________________ .._ ___________ +----•-•----------t-------------+--•---------tl-':::.7 __________ t-__________ -t-___________ t--_"i ~ I~ 1-------t--t------------+-----------t-------------+------------f-------------+-------------11------------l,f::;iii_'-----------+-------------t-------------+----+----; l--+--------------t-----------+-------------+-----------+-------------+-----------+----------------------------f------------+-------------l~---1 ; 40 ,.... 52 PROFILE HORIZ• 1'=40' VERT.•1'=4' ;,"l > ·« . ~,, NOTE• ALL STATIONS SHOWN ARE CENTERLINE STREET STATIONING. CONTRACTOR SHALL LOCATE ALL EXISTING WATER. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXIST. 6' AND 8' WATER MAINS PRIOR TO START OF CONSTRUCTION. CONSTRUCTION NOTES INSTALL 6' P.V.C. CL. 150 (WHITE) PIPE PER MCWD STD. NO. 18 AND 19 INSTALL 12' P.v.c. CL. 150 (WHITE) PIPE PER MCWD STD. NO. 18 AND 19 INSTALL 6' RW, FLG & GT VALVE PER MCWD STANDARD NO. I 4 INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. I 2 INSTALL I' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. I [i§) INSTALL 2' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. 2 @fil INSTALL STANDARD 2' AIR AND VACUUM RELEASE VALVE ASSEMBLY PER MCWD STANDARD NO. 8 ~ INSTALL 12'Xl2'X6' GT. FLG. TEE. @ ® @ @) @) @ LEGEND RELOCATE EXISTING 5/8' OR I' DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 RELOCATE EXISTING 2' DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 3 RELOCATE EXISTING 2' IRRIGATION METER BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 3 RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 4 REMOVE EXIST. 6' A.C. PIPE ONLY AT CONFLICTS. PROTECT EXISTING WATER APPURTENANCES IN PLACE - CONNECT TO NEW 12' P.V.C. REMOVE EXISTING WATER VALVE. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. ~ PACIFIC BELL. [£J SOUTHERN CALIFORNIA GAS CO. [[] CITY OF NEWPORT BEACH. IT] SANTA ANA HEIGHTS WATER CO. [I] COMMUN I TY CABLE. @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT FUSCOE ENGINEERING 16735 Von Kannan, #100 Irvine, California 92714 Phone (714) 47 4-1960 FAX (714) 474-5315 ½ 0 2 DR, l 06512) Sheet 38 Of 91 3 INCHES ON ORIGINAL DRAWING ' PLAN I ' = 40' ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN BIRCH AND PROFILE STREET STA. 31+00.00 TO STA. 37+00.00 , PREPARED UNDE&-" ./..d""" , /.1 .... " 1--~-~t--------~-l SUPERVISION Dy~ REVISIONS LefE 24701 DATE MARK DATE DESCRlPTION SHEET DESIGNED I TS, PK, LC SCALE DATE DRAWING NO. 38 DRAWN ' OB,R~ JX. L 3-93 OF 9 CHECKED , ~C:.._LA""'.S:-S-HO_W"".'N,1_ __ ..J..:======.L...::..:.,....:..;1_..J ~·' <..S' I?-) i -V")~ '2;Jo--> -~::: - 0 ' 5.0.0100 .._, w . . w w . w . w S=0.0040 s-o. 0040 ! ... • • • • • a) • A A O -----• '' Cc> M'I •---,,-+---+----------0 ~ ~ ~ ~ ~ . W ~ 9 0) ~ •• --·· -···-~···1----.,w+. l-----+f"'N""----------1-------------:f-----------i--l--4~-4,,w- r--+------------+-+-~, --.-~.------.+------------. +------>'-•--------+------.,· ~~------I l,r----'i++~-----+-ll,·~ W•-·+---t------t+---c.c-----------+-----------+------------+---·~-m 1-----+---+-----------'-:;;-t•~~ ~-··~-~t''="--------'~4---------__;s'f!.'-1--------------<""'H-----~0 ,+-----.N.\~ ·········'<-,--··---~·0,~---~~--0 . ~ ~--t--------1·+-'':'-•.• ,..__ '---------1------------+----------+---+------l r--+-----------+-----------+------------+-----------'f!.4-----,-;!'H------..;:,L!)+DwCS+•:!'•---------,,.•+··-Vl 2.~.j----«>-'f-----fJ-coi,----------f-----------j------------f---j ..,. L!1 --, Z V Zq---.::--r ·-40<-J·l-+---+-----------'"'t-----------+-----------+------------+-----"-----..... ;. -• -.. .rQ ........ ------··-··1--------------11------------t--t-"1,•·o-- <:t: N~ r-<1~ q"' 1---i------------=--i-------........ _w_ ________ -+--i-=-----+-----H-..:._---------+-----------1-------------:f---l .---■ • • • ■ 1-----+---+---------->.llti,,------------+------------+-----------+------------+-,<1...,_,,N~----·-.,--.,.--.,,·--t---<c<l.~1.,. .. ----1-----a,f<J-[;------------+-----------+----------+-----l-------j ~'" cc i1-ftAN-.,,ST ..... ~ .... 5sz •. za L-r--"-..... , -------· c&<>O-----. .i.2 .. • ...... p.,.v •. .c~.--------+~+---CL.......j..SO-~WH+T-E,+'--~0~+-----+------++'-~--------------------···---------+-------------+-··--.. . V') ••••w•3n-:-+---+------------t------------+-----------t-----•-------,'1---------------1------------;-•------•-+-----t-1------------+-----------+------------t---+~3'11:,._--1 w a.. J-----+---+----------z!!:t------------+------------+------------+-------------+-----------+-----------t------·l+--------------,1--------------1-----------+--r----t f---+-------------,+------------+-----------1-----·--··------_J "T" ut-----------1---------------1------------t------------+-----------+------------+-----------+-------------+------------+------ r--+-----------+-----------+-------------+-------------,1-------------<------------+------------+------------+------------+--------··----+---i r--+-------------+-----------~·-•-·--·--------+------------+----------·----+------------+---»•~···-------+-------------+------------>---------------1----< STAT I ON 3 7 • 00 38-t 00 39 + 00 40 * Q:,...,,0c.......... .. ,_-_____ 4_1 ..,..•~O~O_,_, _____ 4-2-<-t/~O~O _______ 4~3---+~~O~O ________ 4 __ 4 +~O~O _______ 4~5--+---O~O~----------+-S_TA_T_l__,0N YcDu;_;;~-·-----L-----·------...b-----·-·-------'-+--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ .. =---..,+_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--1--------------------.... -.... -+.:~----------l-···-------------+l--.. -.... -_-_=============-=-1+·==============--.:_· .. _·=·==:================------·-·--··_· ~--~--~-x_1~_-j~·Y_ci_~~ . f-l/) -42 ,...... 52 ~ 47 PROFILE HORIZ• 1•=40' VERT., 1 • •4' ""....: I co~ EX. 12•"\: .,_: ~ ~ A. C. ~ L11 N ' r:,J LOZD'J ! 5' l4il I;_ o ~ --j -"- L,_J \ fT ~ V) ' -~-00-fE~X-. 6-, A~~ 12'STUB PER BOYLE~, ENG. CONST. DWGS. CONSTRUCTION NOTES ~ INSTALL 6' P.V.C. PIPE PER MCWD STANDARDS NO, 18 AND 19 [j] ~ INSTALL 12' P.V.C. NO. 18 AND 19 INSTALL 6• RW, FLG STANDARD NO. I 4 PIPE PER MCWD STANDARDS & GT VALVE PER MCWD @I) INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. I 2 ~ INSTALL 1• COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. I ~ [I] IT] [QJ CD IT] [I] [BJ INSTALL 2' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. 2 INSTALL BLOW-OFF HYDRANT PER MCWD STANDARD NO 4A LEGEND RELOCATE EXISTING 5/8' OR 1• DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3. RELOCATE EX. 2• DOMESTIC WATER METER BEHIND SIDEWALK PER MCWD STD. NO. 3. RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO, 4. REMOVE EXISTING G•A.C. PIPE. REMOVE EXISTING WATER VALVE. UTILITIES SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL. SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH. SANTA ANA HEIGHTS WATER CO. COMMUN I TY CABLE. METROPOLITAN WATER DISTRICT COSTA MESA SANITARY DISTRICT 42+62.28 Ii_ ST. • 1- V'l BR I STOL ST. IMPROVEMENTS. 41 NEW 12• 12• VALVE\ - PLUG ...J 0 1- V'l u, n + r--n 40 -42 - 44 - 52 7"S 53 ~ ,-.----,-_~ __ t ____ • r--- . f- l/) ""' 0 + 01 "1 ,-c...,1 50 ;i . f- V) '=" . " 0 + "' t0 @ ~ ----- N . L!) n + 0 " + 0 ,,,. - t r<1 BIRCH PLAN STREET UNINCORPORATED TERRITORY CITY OF NEWPORT BEACH NOTE: 12•x\2'x6' TEE---.~ CONNECT EXIST 6• v--- 6" X6" XI O' TEE___,,/"'' 35' & THRUST BLOCK !o----'=-=--------o1 NOTE I, IF BR I STOL ST. STUB BY BOYLE ENG. IS NOT COMPLETED AT TIME OF CONSTRUCTION, CONNECT NEW 12• PIPE TO EXISTING 10• PIPE PER DETAIL ABOVE. DETAIL N. T. S. ,3 9.,, • Ill ALL STATIONS SHOWN ARE CENTERLINE STREET STATIONING. DR. 7 (16512) Sheet 39 Of 91 0 2 CONTRACTOR SHALL LOCATE ALL EXISTING WATER. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXIST. 6' AND e• WATER MAINS PRIOR TO START OF CONSTRUCTION. FUSCOE ENGINEERING 16735 Von Karman, #100 llvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN AND PROFILE BIRCH STREET STA. 37+00.00 TO STA. 43+02.28 PREPARED UND~'d--,-:,?._/J. • ~ 1--~-~---------I SUPERVISION O ~""~-~~~•:.,~'-""'<="-' 7_'~"'-'- REVJSIONS CE 24701 DATE MARK DATE DESCRIPTION SHEET 39 DESIGNED 'TS, PK, LC SCALE DATE DRAWING NO, L _________________________________________________________ _j_ _ _!.l:_'_:-_14;:'.0.:_' ...JL _______________________________________ __:==============--_Jl.'!o~RA;!!_WN~, D~B::'.:•~R~R-~lc!:.:;H~EC:_!:!KE~D..!'~L~C_JAS SHOWN 3-93 OF 91 1....-' 'f.$12..) 1 ~-<;"'b 1>-n-s 55 t---t------------t------------t-------------i-----------+--------·-·· .. ····+----···--------+---· .. ··· -------+-------------+-----------+-------------+---I l---+-------------+-----------+--------------l .. ••---------·--+-----------+-----------+-------------1-----------+-------------l-----------+---1 .-..--PROFILE EXIST. ,/ 6' WATER LINE '+-PROPOSED FINISHED SURFACE OVER C.L. PIPE ['N -.... ~---· ........ --···-.. -···------+-,---! S•0.0075 .. EXJ.ST~ C. .J.BQf.lL.F i----i------------1---t--:c:cc=:--~::-cc::-.,--±---.,.,::c:-·:.-c:-::----:,:--c=---IH-----------+------------l------------l-+------------I--------··· .............. 1----+---·· .. ··---+------------+----1 , CONST. 157.00 L. . 12' PVC CL 150 t-----t--t------------+------------+-------------+--~--------+..------------+--------·-·---4-------------+--------· .. ·· .. ···---1------------1--------------l--+-------I 1---+------------+-----... • .. ·····----t------------+------------+-------------+-----------+------------+-----------+------------l------------.l---J SEE SHEET 35 CITY NEWPORT SEE 35 PROF I LE HOR I Z• I' •40' VERT., I' •4' PLAN I' •40' FUSCOE ENGINEERING 16735 Von Karman, #100 !!Vine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 CONSTRUCTION NOTES IN:iTAL.L-C,," 11 1/4-0 G,:r: e,E:NO. INSTALL 6" P.V.C. CL. 150 <WHITE) PIPE PER MCWD STD. NO. I 8 AND I 9 INSTALL 12" P.V.C. CL. 150 <WHITE) PIPE PER MCWD STD. NO. I 8 AND I 9 ~ INSTALL 6' RW, FLG & GT VALVE PER MCWD STANDARD NO. I 4 m INSTALL 12' R.W., FLG. & GT. VALVE PER MCWD STANDARD NO. 14 ~ .1 NS TALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. I 2 @] ITil I.N.STAlL I• COPP.ER SERVI CE ASSEMBLY PER MCWD ST AN'DARD NO. I INSTALL STANDARD BLOW-OFF HYDRANT PER MCWD STkNDARD NO. 4A. INSTALL 12" G. T. TO 6" G. T. REDUCER (ECCENTRIC) AND JOIN EX. 6' A. C. AT NEAREST COLLAR WI TH 6' PVC x A.C. ADAPTER. INSTALL 12'xl2'x6' GT. FLG. TEE. INSTALL 6' PLUG. INSTALL 12" I I I /4" GT. BEND. LEGENDS @ RELOCATE EXISTING 5/8' OR I' DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 @ RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 4 @ REMOVE EXISTING WATER METER AND SERVICE LINE @ PLUG AND ABANDON EX I ST. 6' A. C. PI PE. ® REMOVE EXIST. 6' A.C. PIPE ONLY AT CONFLICTS. @ f?i::MOVE.. E.;<.16T NATE::f'. VAL-V5. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. []J PAC IF IC BELL. [g SOUTHERN CALIFORNIA GAS CO. [[J CI TY OF NEWPORT BEACH. IT] SANTA ANA HEIGHTS WATER CO. ITJ COMMUN I TY CABLE. @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT NOTE• ALL STATIONS SHOWN ARE CENTERLINE STREET STATIONING. CONTRACTOR SHALL LOCATE ALL EXISTING WATER. I ½ 0 -- 7 (16512) DR, Sheet 40 Of 91 ~ 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN AND PROFILE BIRCH STREET STA. 1+00.00 TO STA. 3+52.00 ACACIA STREET STA. 1+00.00 TO STA. 2+85,00 DESCRIPTION PREPARED UND~:/,a/2. ,,.J'f'~L. SHEET l-----'----'--------1 SUPERVISION ~"'"--=......t.~="'-'----'-•~-• REVISIONS E 24701 DATE 4 0 MARK DATE DESIGNED I TS, PK, LC SCALE DATE DRAWING NO. >-D-RA_w_N_, -D-B-,R-R--~lc-HE-C-KE_D_,_L_C____,•s SHOWN 3-93 ---'-'-. ~,.,::a:--'-, OF 91 _ __. I> STATION CU. EXC. YDS, I LL \ . . \ ~~~ I -:Si~~ I ~ \ \ 'i!,7+~6.3 'BIRCH S 51+ 0.9 MESA DR, N21''o8' 'E RAD \ \ \ \ \ .,.,.H ' 11 ,,,/' ! ~'f \ \ • -co • • LIi LIi - - -.. ,., ,., .... 51 00 • - co • lt'l • LIi • co ffl • .. m • I- LIi • m • .... ,., • + ----.. lt'l 52 00 ,~.Fi / !f ,.,~•/ ~. ;,»WW\ ' ' ' ,, ' • • - • - 0 • "' • 53 00 in m • • . -LIi '• - CD ffl • .. 54 00 ' ' • • D. ID • LIi N lt'l --- • • - u "' LIi 55 00 PROFILE HOR I z, I• =40' VERT. , I ' = 4' \ PLAN \ \ 6' -... ., 1ST. 6" WATER LINE 56 00 42 40 ~ " 1S • "' 57 00 CURVE DATA DELTA RADIUS LENGTH 48"07'50' 258.00' 216. 73' 07' 17'32' 258.00' 32. 84' TANGENT 115,22' 16. 44' • 6"FLG.SPOOL 0 NOTE• STATION EXC. CU. FIL YDS ALL STATIONS SHOWN ARE CENTERLINE STREET STATIONING. CONTRACTOR SHALL LOCATE ALL EXISTING WATER. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXIST. 6' AND 8' WATER MAINS PRIOR TO START OF CONSTRUCTION. 6' FLG. TEE ~ 6'BLIND FLG.~ EXIST. 6"ACP 1 ~6'BLIND FLG. ":;:;:;.., ¢ ◊ \ \ \ \ \ \ \ CONNECT NEW 6' LI I~ TO EXIST 6' LINE ~ 7 (16512) DR, 41 Of 91 sheet 6'PLUG 5' -o· REMOVE EXIST. DETAIL NTS I 41 6"FLG TO ACP ADAPTER 6"FLG. TEE~ FUSCOE 16735 Von Karman, 1100 Imne, callfornla 92714 Phone (714) 474-1960 ENGINEERING FAX (714) 474-5315 CONSTRUCTION NOTES !40! INSTALL 6' P.v.c. CL. 150 (WHITE) PIPE PER MCWD STD. NO. 18 AND 19. ~ INSTALL 12' P.v.c. CL. 150 (WHITE) PIPE PER MCWD STD. NO. I 8 AND I 9. ~ INSTALL 6' RW, FLG, • GT. VALVE PER MCWD STD. NO. 14. !◄4! INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. 12. 1 ◄51 INSTALL I' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. I . INSTALL BLOW-OFF HYDRANT PER MCWD STANDARD NO ◄A. INSTALL STANDARD 2' AIR AND VACUUM RELEASE VALVE ASSEMBLY PER MCWD STANDARD NO. 8 . !52! INSTALL 12"xl2"x6' G.T. FLG. TEE . !s◄I INSTALL 6"x6"x6' FLG. TEE. !58! INSTALL 6' BLIND FLG. !65! INSTALL&' 45" GT. BEND. MARK DATE LEGENDS RELOCATE EXISTING 5/8" OR I' DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 REMOVE EXISTING WATER METER AND SERVICE LINE AND DELIVER TO SAHWC YARD. PLUG AND ABANDON EXIST. 6' A.C. PIPE. REMOVE EXIST. 6' A.C. PIPE ONLY AT CONFLICTS. UTILITIES I:!:) SOUTHERN CALIFORNIA EDISON CO. (!J PACIFIC BELL. @;) SOUTHERN CALIFORNIA GAS CO. @J CI TY OF NEWPORT BEACH. [[J SANTA ANA HEIGHTS WATER CO. II] COt,t.4UN I TY CABLE. (QJ METROPOLITAN WATER DISTRICT [H;J COSTA MESA SANITARY DISTRICT 0 ½ ---- 3 INCHES ON ORIGINAL DRAWING 2 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY • DESCRIPTION MESA/ BIRCH REALIGNMENT WATER LINE PLAN AND PROFILE MESA DRIVE STA. 51+00.00 TD STA. 56+82.00 jt REVISIONS DATE 41 DESIGNED ' TS, PK, LC SCALE DATE DRAWING Ill. '---------------------------------------------------------.a......;'~·-=.;4~0~·-._ _________________________________________________________ _,.11 ... o~e::;,RR CHECKED. Lc AS SHOWN 3-"13 -p ~ ' $ ,.., -. ~ l 'S "" • v1 " .., oO ~ g -~ • / / / / / / / CD N NO SCALE / / / / ' / ' / ' / S-,t-</,,. " ,,.,,,_ G'--? 'c::' OZ> / / ' / ' <YA"' ~f-" • 0;;, ' / )'_ . / / / / / / / / / MESA DRIVE CLOSED AHEAD USE ORCHARD DRIVE / / / BLACK ON ORANGE 60' X 30' / / / / / • • • • 0 • • • _.c..:.I N.:.::D ,,___ =--- 1/, DETAIL I / / ' . . . . . . . . . . . . . .. ---- LN. / / / / / ' ' ' ' ' ROAD CLOSED TO THROUGH TRAFFIC C3A CD· 'r--/ / ' / ' ' / / / / / ' / / / / / / / ' / / / / / ' / 'y ' / / / / / ' ' ' / ' / / / / / / / / / / / ' ' ·, / / / ' ' ' / / / / ' ' RClAD CLOSED C2 ON TYPE B1ARRICADE / / / / ' Ill / / / ' ' ' ' ' ' ' ' ' ' / ' ---- (J) ® ---I I t NO RIGHT TURN NO LEFT TURN MESA DR. I IRVINE ,. ' I ' DETAIL I ( N. T .S. l Rl6B Rl7B ON TYPE Ill BARRICADE DETOUR C5 Rt DR. 7 (16512) Sheet ,;;;;>I'. Of 91 '-l"L DETOUR DATE • C5 Lt ½ 0 2 ----3 inches on original drawing ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY MESA DRIVE • .. DETOUR PLAN SHEET • CHECKED G ANDERSON 00 SCALE OF 91 I NOTIFICATION: NOTIFY THE CITY OF NEWPORT BEACH TRAFFIC ENGINEERING (714 644-3344) §] ~ ~ §] 48 HRS. PRIOR TO THE SIGNAL TURN ON. ST AND ARD NOTES AND ABBREVIATIONS ABANDON. IF APPLIED TO CONDUIT REMOVE CONDUCTORS. INSTALL CONDUIT INTO EXISTING PULLBOX. INSTALL PULLBOX IN EXISTING CONDUIT RUN. REMOVE AND REUSE EQUIPMENT. SEE SHEET 46 FOR THIS SIGNAL GENERAL NOTES Iii INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR CH·ANNEL DETECTOR "I I-02 2 A 1-02 [D "2 3 • Z-02 4 " 2-02 0 3-02 2 1-05 IT] "4 3. 1-06 1-06 0 115 ,. 2-06 2 A 2-06 @J "5 3 3-06 4 1-01 0 II ALL DETECTOR UNITS (!DC MODEL 262FC) SHALL BE RACK MOUNTED WITH DUAL CHANNELS AND DUAL OUTPUT PER CHANNEL WITH INTEGRAL COLORGATED EXTENSION AND DELAY CAPABILITY. OUTPUT "A" SHALL BE TIMED. OUTPUT "B" SHALL BE PRESENCE MODE FOR SYSTEM SAMPLING AND VEHICLE COUNTS ONLY. DETECTORS SHALL NOT EXTEND ON RED. 9 CALL HOLD A SYSTEM SAMPLING-NO OUTPUT TO PHASE :-J VEHICLE COUNTING SYSTEM INPUT NUMBER :r: f- u ' N _J _J u <lC _J f-0 (/) z :=: -~ L R/W -" [_ii] ~ REMOVE AND SALVAGE EQUIPMENT TO THE CONTRACTOR. SPLICE NEW TO EXISTING CONDUCTORS. "7 1-04 1-04 0 EXIST. TELPHONE-f-----~ SERVICE (.') z 0:: N (.') z 0:: PHASE DIAGRAM GROUP A ... 01 02 03 05 06 07 MAST ARM INSTALLATION DETAIL GROUP B I l 04 l I 08 EXIST. Iv;!'' CONDUIT WITH 6PR•I9 SHIELDED INTERCONNECT CABLE TO SIGNAL AT IRVINE AVE. AND UNIVERSITY DR. (1,320'•) FOR EMERGENCY VEHICLE OPTICAL SENSOR DETAIL II C II N.T.S -_--=. - ,---, --I ' ----1 -I -C-:::; l -----= - 1--' I ,-, -l -'= J w z <I: _J "8 3 2-04 4 1-07 0 lg 1-08 "9 2 A I-08 BJ "10 2-08 4 A 2-08 I!!! "II 3-08 z 4-08 "12 3 1-03 @] 4 "13 EVP I EVP 2 "14 EVP 3 EVP 4 R/W - --~:::::-~::::: ,_ I ---'"t ~-;-~- / ' I ' O'.) '/ -- Q' "'I I CR=35' 3-02 ----- u 0:: 0.. 0 0:: 0.. Ul ,..._ , CONSTRUCT 6" P.C.C. // MEDIAN ISLAND NOSE , C 0::: u OJ >- 0::: <I: -------ft -I ,-~,,,;, I I \ 'LR/W EX. R66. G93 4 0 --'---+~l 5; ~-// IT Y PE B-ll I I \_ __ REMOVE EXISTING MEDIAN ISLAND L CONSTRUCT 4" A.C. PAVEMENT OVER 17" C.A.B. DETAIL "B" (No Scale) ' "' i ' \~ \ ", G ."l.._ LCFI B -B 6 DETAIL "A" VJ 0::: w > z z <I: \ 1 I 11' / ", "' I / ~ALL (2) NEW DLC'S I TO TH'f CONTROLLER ' I ' I LEGEND EVP SENSOR POLE SCHEDULE H.P.S.V. SIGNAL LUMINAIRE POLE DATA SIGNAL MOUNT ING PED PUSH BUTTON BIKE PUSH BUTTON FOUNDATION ----------, 1---~----+----~----~-----+---------+-------+----~----------j No. TYPE HEIGHT M.A. M.A. WATTS VEH. M.A. PED. 26-4-70(El 30' L>40'1N) .::,;z~---'=:1-'-Acc(:::Ec.cl =---',:I 0:-c, --t---' 15'(E) 250W(NJ f-3 I9-4-70(N) 30' 25'(N) 12'(N) 250W(N) SV-1-T(W (2JMAS(INH!Rl SP-I-CSIN) ---+---+-------+--- TV - I -TIN) SP-1-CSINl SV-1-T(NI 12) MAS(N) SP-1-CS(N) -------1--·--+---4 1-A(EJ 10' TV-I-TIN) SP-·1-CSIN) f-5 26-4-70(R) 30' 40'1N) 15'(E) 250W(N) SV-1-T(NI (2JMAS(INHIR) SP-1-CSIN) - 6 f-7 8 ID IR) IN) * 1-A(RJ 10' TV-1-TINI 24-4-701N) 30' 35'1NJ 12'(N) 250W(NJ SV-1-T(NJ 12) MAS(N) 1-A(RJ 10' TV-1-T(N) EXISTING EQUIPMENT OR POLE TO BE REUSED RELOCATE TO NEW LOCATION (IF POLE) OR POLE (IF EQUIPMENT) NEW EQUIPMENT OR POLE EXACT POLE LOCATIONS TO BE APPROVED BY ENGINEER IN THE FIELD. POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. (SEE CAL TRANS STD. ES-3CJ CONTRACTOR TO VERIFY EXISTING BOLT PATTERN OF MAST ARM SADDLE PLATE BEFORE ORDERING NEW MAST ARM. SP-1-CSIN) SP-1-CSIN) SP-1-C:SIN) PHASE POLE QUAD. PHASE POLE QUAD. 4 6 E, 8 8 2 2 4 N(N) E(Nl E(Nl S(N) S(N) W(N) W(N) N(N) 4 E, 8 2 N(N) E(N) S(NJ W(N) C = C.I.D.H. S = SQUARE TYPE CIEJ SIE) C(N) SIEJ C(N) SIN) CIN) SIN) SIZE 2'-6"x8'-0" 2' -0"x3' -0" 3'-0"x8'-0" 2'-0"x3'-0" 2'-6"x8'-0" 2'-0"x3'-0" 3'-0"x8'-0" 2'-0"x3'-0" ~A TYPE I-A POLE -✓~© ----------lRR I ECR I I I ' I I §/ CR=35' I.S.N.S. Mesa Dr (NJ Irvine Ave (N) Mesa Dr (Nl Irvine Ave (N) FOUNDATION LOC. * lSEE DETAJL "A"l E B (El (El 17' (E J 13' 12' 15' 15' C IE) IE) 2.5' (E) 2.5' 2.5' 2.5' 2.5' w _J 0 (L Ul w (L >-f- R/W • 9' -+--+- 5' co sr 0.... 6' & ' 3 43' 12' 0 f-0:: u 0 co c!) 15' 30' 20' "' \S) ' N rm7 : l...c1=J / J \S) Ul X c!) <( V, w ~ 12' 10' 10' w > -a: a ----;, 30' ! 20' il- <S1 Ul X c!) --1----I w _J 0 0.. Ul ' I • ' I ' _o.J.._ I X w . u 0:: 0.. 0 0- 0.. 0:: u co CR=35' • I 5: CB -[TI 00 \S) ' 10 3 ""••••" -•"/-• --~+---- ro \S) ' 10 43' 3 ECR 3-06 \ '.__~ a: BCR . u WI Ul ,.,, --Rl8 " 0:: u ,,-R/W 9' • **CONDUCTOR SCHEDULE RUN AWG CIRCUIT ffi & /3\ ffi & & In & & 01 3 3 3 3 3 3 3 3 6 02 - --3 3 - - -3 03 -- - ---3 3 3 04 -3 3 3 3 ---3 05 - - -3 3 -- -3 06 - - - - -3 3 3 3 07 -3 3 3 3 - - -3 08 - - -----3 3 "I 4 02P 2 2 2 2 2 -- -2 04P -2 2 2 2 -2 2 4 06P - ---2 2 2 2 4 08P - -2 2 2 --2 4 02PPB -I I I I - - -I 04PPB I I I I I I I I 2 06PPB - --- - -I I I 08PPB -- -I I -- -I 02BPB I I I I I -- -I 04BPB . ------I I I 06BPB - ---I - - -I 08BPB - -I I I ---I PPB COMMON I I I I I I I I 2 !SNS -I I I I I I I 2 SPARES 3 3 3 3 3 3 3 3 6 TOTAL II 21 24 31' 34 14 21 26 60 ** CONDUCTOR SCHEDULE AWG CIRCUIT ffi 3•20 EVP CABLE - SIGNAL COMMON 1 "10 LUMINAIRE - TOTAL I 01 - 02 3 03 - 04 - DLC 05 I 4"18 06 - 07 - 08 - TOTAL 4 2" CONDUIT SIZE N (El = (NJ = X RUN & & ffi & & In ~ & & I 1 2 2 I I 2 4 I I 1 I I I I 2 2 2 2 2 2 2 2 4 3 3 3 3 3 3 3 6 -- -I - - -I 3 3 3 3 - - -3 -I I I -- -I -- - --2 2 2 I I I I -- -I - - -3 -- -3 - ----I I I -4 4 4 -- -4 4 9 9 13 -3 3 16 2" 2" 3" 21/';:>'' 2" 2:\11' 2V;f' $ N N N E E E E E EXISTING CONDUIT NEW CONDUIT 1-3"C., 3-2✓,C. •• ALL CONDUCTORS SHALL BE NOTE: EXISTING INTERCONNECT REUSED OR REPLACED IF NEW MAY BE DAMAGED. 1--EXIST. If/' CONDUIT WITH 6PR"l9 /• -INSTALL 2" CONDUIT WITH (2) DLC SCALE: 1"=20' \ SHIELDED INTERCONNECT CABLE TO CONTROLLER AT IRVINE AVE. AND ORCHARD DR. (1,850' ,) N N - ---~ "' <S1 CD I -RIW RT, TYPE "N" IT] R/W ---- CONSTRUCTION NOTES: REMOVE AND SALVAGE (5) TWO CHANNEL ILD SENSOR UNITS. REUSE EXISTING TYPE "P" CABINET COMPLETE WITH TYPE 90 CONTROLLER (MUL TISONICS 820), BICYCLE TIMING LOGIC, DETECTOR RACK, POWER SUPPLY, AND ([) TWO CHANNEL EMERGENCY VEHICLE PREEMPTION MODULE. FURNISH AND INSTALL (I) MODEL TLS-1 TRAFFIC LOGGING SYSTEM (!DC), 112) TWO CHANNEL ILD SENSOR UNITS, II) TWO CH.4NNEL EMERGENCY VEHICLE PREEMPTION MODULE MFG. BY 3M AND (2) LOAD SWITCHES. REWIRE DETECTOR RACK TO THE TERMINAL PANEL. ALL MODIFICATIONS TO BE PROVIDED BY THE CABINET MANUFACTURERS REPRESENTATIVE. INST ALL NEW PULLBOX IN SAME LOCATION AS EXISTING PULLBOX. REMOVE EXISTING ISLAND AND CONSTRUCT 4" A.C. PAVEMENT OVER 17" C.A.B. FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE 3M MODEL 522 DETECTION AND 3M MODEL 138 EVP SENSOR CABLE FROM EMERGENCY VEHICLE SENSOR TO THE CONTROLLER CABINET. I MODEL 562 EVP DISCRIMINATOR. EVP TO BE TESTED BY THE MFG. REPRESENTATIVE. REMOVE AND SALVAGE EXISTING 40 ft. SIGNAL MAST ARM. !SALVAGED MAST ARM SHALL BECOME THE PROPERTY OF THE CONTRACTOR.) 20 1 "=20' 10 0 / I 20 40 ----~ GRAPHIC SCALE ' _ _, MAINTAINED BY CITY OF NEWPORT BEACH APPROVED, ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY u"v i---.. -INSTALL 2" C. WITH (2lDLC CITY OF NEWPORT BEACH a,,.,im~ 12' 12· I 5• --RIB - • 3¥2 P.B. 210-~-6'X8'1 • u ' Ul (]) IJ--1:-----,--f{l_ ~ / I ~FIC ENGINEER RCE. 22045 3-Z4 ·21_ DATE PLANS PREPARED BY: • MESA DRIVE AT IRVINE AVENUE TRAFFIC SIGNAL PLAN POLE SCHEDULE POLE DATA SIGNAL H'MPNS.~ FOUNDATION LU I Al E -------~-' NO. TYPE ' HEIGHT M.A. M.A. WATTS TYPE I SIZE CD 24-4-70 I 30' 35' (F) 15' 120 C I 2'-6"x8'-0" 0 --' 1-A I 10' s I 2i --O"x3' --0'' @ 19-3-70 I 30' 30' (FJ 12' 120 C I 2'--6"x8'-0" 0 1-A ! 10' ' s 2'-0"x3'-0" -@ 24-4-70 I 30' 35' (F) 15' 120 c~ 2'-6"x8'-0" - ® I 1-A 10' s I 2' -O"x3' -0" 0 19-3-70 I 30' 30' (F) 12' 120 C I 2'-6"x8'--0" @ 1-A I 10' s i 2'-0"x3'-0" -EXACT POLE LOCATIONS DETERMINED BY ENGINEER IN THE FIELD. -POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. - - C • C.I.D.H. S • SQUARE. (Fl • FUTURE. -INSTALL POLES WITH LUMINAIRES ONLY. PROVIDE METAL COVER OVER MAST ARM SADDLE PLATE. -PROVIDE REMOVABLE CAPS FOR 1-A POLES. CONSTRUCTION NOTES IT] FURNISH AND INSTALL #6 P.B. FOR FUTURE INSTALLATION OF NEMA TRAFFIC CONTROLLER AND ALUMINUM CABINET PER THIS PLAN AND SPECIAL PROVISIONS, FURNISH AND INSTALL TYPE Ill ELECTRICAL SERVICE AND FOUNDATION. FUTURE TYPE "P" FURNISH & INSTALL CONDUIT, #5 PULL BOXES (UNLESS OTHERWISE NOTED) AND CONDUCTORS AS INDICATED. I I ' I: 3~': -"' L 24 ◄- 11 R/W Z, 11 ' I I ' ' 28(5' I I: I: I , I I I! ,,...-c I I I I (_; I I D I I u " I I ' I : ~ X I I lLI I :I I :/' 'I , , I I j : I i I I I·, 1, ' ' 2"C 3 I I I 1. I 5' I I I I I I I, I I I 4 r-R/W I I I -, I '11 ei 6 2#10 LUM·. 3 I ::: -• :1/: I \'·-l::_13#8 SIGNAL SERVICE I i 1:1 , 1 --SCE HANDHOLE _6' R/W I l'I I I #HHl-6974 I 1 1!, I I I I II' ' I I I I Iii I I I ! ; 2~' II 29 \ ! I ,_.__ ',I I I Ii /I'~ G72"C. WITH PULL ROPE J-.=-J(FOR FUTURE TELPHONE SERVICE CONN.) 6' I I 1,1 ,' / -I I ·--PP#426cl493E 111 '1 I I 11 ; I I I 11 I \ \ 1,1 i / \ \ 1,1 '/ I \ I ; I I I 11,1 ' I \ \ I \ I Iii , / II 1 / \ I I I I: I / \ I Iii I / \ \ l,'I ' / \B~' 1W -\ I -+i'L.; ~--~ \ \ Ill ! I 1'1 ,' / \\\\ I.I 1' I \ I :, 'ii I / \ I : I'll , I I' ,' I I \ i I ,' I \ \i 1:1 I I __ _:,s-4 __ ,-J.... __ fus_· _ ___,..., 1'1' 11: 113' 1 15' 11 .19' --, I I~ --~,---f--~-~----+- 11: 11: 11 II R/W CONDUCTOR AWG CIRCUIT /i\ # 10 LUM INA IRE 2 CONDUIT SIZE 2" I I • I ½ 0 2 - - - - 3 inches on original drawing L2' 2 ----------------------------~-~~l SCHEDULE RUN A I[,\'-". & I I ' I I 2 2 I- &\1& I 2 I 2 ' I A 1-- I I 3" I 3" I 3" 2" 3" I 3" 2-3" I I I MARK DATE DR. 7 (16512) Sheet -t;:;;;" Of 91 ~ DESCRIPTION ORANGE COUNTY PUBLIC FACILITIES & RESOURCES DEPARTMENT BIRCH STREET AT ORCHARD DRIVE TRAFFIC SIGNAL PLAN UNDERG PUND CONDUITS AND S ·.~ TY LIGHTING SHEET ._ ___ .:.;R_;E~V.:,,l .,:S~I ~O_;N.;_;:S ___ ~f.-,:::::.-...-__:;:;:::~;..!;~:!,!.!....;.:::~ • u4 _ OESIGNEC D. WEAVER/ D. CANDELARIA SCALE DATE I T. PHAM ~II,;; AS SHOWN OF 91 • C , ~ ~ J' r ~ ~ ~ 8 l ,, 0 " ~ ., ! <J ~ ....:: DETAIL A 4 -SECTION SIGNAL HEAD 12" LENSES >-SIMULTANEOUS DETAIL E 5 -SECTION SIGNAL HEAD 12" LENSES . ··., • . • ' . • . . .. ~ i ' 1. 18" 1. 2. 3. 4. 5. 6. INTERCONNECT SPLICE CABINET ' 16" el!: ~-t· ----·+Ii ' ,-... r<) .,.---PADLOCK HASP + NUMBER OF ♦ FRONT ♦ • •• CONDUITS • AND SIZE • .. ;, ' ro '· ~ ., .. ~ MAY VARY • •. TYPICAL • ,., :"' .1 18" FOUNDATION TO BE 18" X 18". BOLT CIRCLE PER MFG. TEMPLATE. ENCLOSURE SHALL BE FURNISHED WITH A DETACHABLE MOUNTING BASE. ALL FACTORY INSTALLED COMPONENTS SHALL BE U.L. LISTED OR PER PUBLISHED N.E.C. STANDARDS. A t4" CONSTRUCTION GRADE PLYWOOD PANEL SHALL BE FASTENED TO THE REAR WALL. PANEL SHALL BE 12" X 24" AND SHALL HAVE A No. Ml-25 AND R-841 STANDOFF FASTENED IN THE CENTER OF THE PANEL. ENCLOSURE FINISH SHALL CONFORM TO A.S.T.M. B-117. COLOR SHALL BE PROCELAIN WHITE PROVIDE 1½" CONDUIT FOR FUTURE 115 VAC SERVICE. DETAIL B INTERSECTIONS RAISED MEDIAN B VARIABLE ' 00 TYPICAL INTERSECTION ID ro ci VARIABLE SECTION B - B ' CONSTRUCTION NOTES -DETAILS A & B 1. SAWCUT AND JOIN EXISTING 2. CONSTRUCT SIDEWALK ACCESS RAMP 3. REMOVE CONCRETE 4. CONSTRUCT 0.85' AC OVER NATIVE SOIL 5. CONSTRUCT TYPE C1-8 CONCRETE CURB PER APWA STD. 104-0 DETAIL G CONTROLLER CABINET WIRING Y4AMP r-------v-------:► ~:M1~---------------: 10 AMP ~--4"\ ----------- ----FAN ----DUPLEX OUTLET ----CABINET LIGHT ----DETECTOR POWER ----STOP TIME POWER AUTO FLASH SIGNAL ·;..c;...;'-'--=-'-'-------A.C. CONTROLLER rl-a;;:;----1-r---t-.---/ ';-O--!:A. i AU XI LI ARY PANEL MA A.C. r-.... BLACK _ ____.,__. L----____ ,_._..,.-I I I WHITE --- VOLTAGE SURGE _ __., PROTECTION 60 . BREAKER EQUIP. • ••••• MC 60 A. MIN. .,__ -A.C. + LIGHTS BUS DETAIL C STREET NAME SIGN COMPONENTS 0 PHOTOCELL O' -3" CLEARANCE 2" X 3/8" HANGER w (.) z <( Ct'. <( w _J (.) ' 0 I ,-... SJT CABLE AND ELBOW FITTING SHOWING DRIP LOOP B CONDULET ON BACKSIDE SECTION C -C NOTES -DETAIL C A 1'-6" MINIMUM B 1 O' -6" CENTERLINE OF SIGN TO FACE OF POLE DETAIL H RAISED MEDIAN MARKING NOTES -DETAIL H CD PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. INSTALL FLEXIBLE VERTICAL TYPE K MARKER, R7, RIO OR TYPE N-1 ON TELESPAR POST AS INDICATED ON PLAN INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2' C.C. SPACING {MINIMUM 5 MARKERS). PL/1CE REFLECTIVE SURFACE OF MARKERS PARALLEL TO <t. or ROADWAY. FUSCOE ENGINEERING 16735 Von Karman, #100 !nine, callfornia 92714 Phone (714) 474-1960 FAt (714) 474-5315 DETAIL D TELEPHONE SERVICE BOX SECURELY ANCHOR 1/2" PLYWOOD TO BASE OF TELEPHONE BOX ,,---POWER COMPANY SERVICE PANEL 8" X 1 O" X 4" TELEPHONE BOX TYPE NEMA 3R STAMP "TELEPHONE" ON BOX _./ ma>HONE ' ' 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 2" CONDUIT ~----.,,/,,/ ....----TELEPHONE GROUND ROD 1/2" X 8' -----------/ GENERAL NOTES: ffi 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JUL.1992 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 3. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCENTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 4. 48 HOURS PRIOR TO BEGINNING OFCONSTRUCTION. THE CONTRACTOR SHALL CONTACT ORANGE COUNTY E.M.A. FOR INSPECTION AT 567-7800. 5. THE ENGINEER SHALL APPROVE CONTROLLER, POLE, PULLBOX AND LOOP DETECTION IN THE FIELD PRIOR TO INSTALLATION. 6. ALL CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED .• 7. ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. 8. ALL SALVAGED EQUIPMENT SHALL BE DELIVERED BY CONTRACTOR TO ORANGE COUNTY YARD AT 1152 EAST FRUIT ST., SANTA ANA, CA. CONTRACTOR SHALL GIVE A 48-HOUR NOTICE TO THE COUNTY PRIOR TO THE DELIVERY DATE. 9. CONTRACTOR SHALL PROVIDE ALL NECESSARY TELEPHONE AND ELECTRICAL SERVICE LINES AND INTERCONNECT HOOK-UPS BETWEEN THE LOCAL CONTROLLER AND THE SYSTEM MASTER. 10. PEDESTRIAN INDICATION SHALL BE INTERNATIONAL SYMBOL. 11. PEDESTRIAN PUSH BUTTON SHALL BE TYPE B WITH INTERNATIONAL SYMBOL PLATE. 12. ALL VEHICLE INDICATIONS SHALL BE 12" WITH BACKPLATES, GLASS REFLECTORS, AND GLASS LENSES, UNLESS SHOWN OTHERWISE. 13. CONTRACTOR SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY ENGINEER. 14. CONTRACTOR SHALL AVOID DAMAGING EXISTING UTILITIES (SEE SPECIAL PROVISIONS) . 15. INDUCTIVE LOOPS SHALL BE 6' X 6' WITH 9' SPACING IN THE DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED. 16. ALL LOOP CABLE HOMERUNS SHALL BE IN THE CROSSWALK AREA. 17. ALL 6' X 6' LOOPS SHALL HAVE 4 TURNS. 18. ALL TYPE 'C' QUADRAPOLE LOOPS SHALL HAVE 2 TURNS (2-4-2) . 1 0 1 2 - - DR. 7 (16512) Sheet *Of 91 ffi J-29-88 ADDED NOTE 17. - -3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ffi 4-4-88 DELETED TYPE 11 SERVICE. ADDED INTERCONNECT ,A.. SPLICE CABINET. !..Ii:,_ 12-8-88 MODIFIED INTERCONNECT _.._ _____________ .,. SPLICE CABINET. DETAIL SHEET PLANS PREPARED BY: /\ 11-18-91 MODIFIED CONTROLLER L±':; CABINET WIRING. ..,..,0 t:::i --' ... ~ ( < ,,, ... -· ~ V -I --.: ~ (ii (ii z c., z (ii f-, u (ii ..., 0 ~ 0... z :::, <( :i::: :::, ::,_ ./) z: <( :i::: 7' -W ::a,c :r:::: ct )__ _Li ::::, ct 7 i::: :::, .L. .L. ::, ,_, t CONSTRUCTION NOTES: [j] --RELOCATE EXISTING TYPE 170 CONTROLLER AND CABINET AND INSTALL ON NEW CABINET FOUNDATION AS SHOWN ON (]] -FURNISH & INSTALL CONDUIT ANOOR CONDUCTORS AS INDICATED ON PLAN AND IN SCHEDULE. CT] FURNISH & INSTALL 2" CONDUIT TERMINATE IN PULL BOX AS SHOWN FOR FUTURE CONNECTION OF BRIDGE LIGHTING (BRIDGE LIGHTING BY OTHERS). "[±] -FURNISH & INSTALL DETECTOR LOOP AS SHOWN PER PLAN. PLAN. 13] --RELOCATE EXISTING SERVICE CABINETS AND INSTALL ON NEW CABINET FOUNDATIONS, NEW 2" C. & CONDUCTORS PER PLAN AND SCHEDULE INCLUDING 2#8 FROM ELECTRICAL SERVICE TO CONTROLLER CABINET FOR SIGNAL SERVICE AND AS DIRECTED BY ENGINEER IN FIELD. [ID -FURNISH & INSTALL SIGN AS SHOWN PER PLAN. [l] --RELOCATE EXISTING SIGNS ON SIGNAL POLE TO NEW POLE (UNLESS OTHERWISE NOTED). 9 8 -PROVIDE NEW MOUNTING HARDWARE FOR ALL RELOCATED FACILITIES INCLUDING SIGNAL HEADS, PED AND AS DIRECTED BY ENGINEER IN FIELD. --PROTECT IN PLACE ALL TRAFFIC FACILITIES EXCEPT FOR THOSE TO BE RELOCATED, MODIFIED OR SALVAGED. 10 -INSTALL TEMPORARY SIGNAL FOR OPERATION DURING SIGNAL MODIFICATION. i,YIC:Tl"C:\ PHASE DJN;RAM <1----[, . <I----[> ---<I---/ i v > <-----[> 01+06 02+06 J) T -r---·---f--·-+-H----- 1x, I ---N,---- ool---=-" I I ! I I 40•00 :i' 212L 213U •I '> --t- 30' TO LIMIT LINE ~'-, ·-:..:,~G 'i' I I J_> : I v V 04 _;_ ,, ------------8lJRl[D CAili I:_---/-, \)J, -------------~~------------• • _--_---------------------- - -- - ---- - --- - --,_ -------1~1;==11-t\ ~--:-::-·-·-· \, ·-•-•' ·-·-· WW~ • #5 PB BIRCH CAL TRANS -ELECTRICAL PERMIT No. 1296-NSN-0521 SUBMITTED BY REVIEWED BY 'i?E' 'li:;WElil BY DATE .-> J--::,-e,,}-yµ;J-, IIJ0,o ' -I ;_ /.!.. __ ~ c· 7 /-//) -/ POLE SCHEDULE _ ~PO_L E_DA~T_A __ __, SIGNAL _ L~~JA¥iE~.___s_1 G_N_A_L_M_O_U_N_T_I_N_G-----l~PE_D_P_u_sH_B_U_TT_O_tlll.__.L_P_O_L_E _F_o_u_ND_A_T_IO_N NO. TYPE HEIGHT M.A. M.A. 1 WATTS VEH. M.A. PED. PHASE 1POLE QUAD TYPE SIZE 0 _26A-4-70 35' --_ __45'_ _15' ~-250 sv-1-T 2-MAS lcsP-1-CSJRL 4 I E C 3'-0"x8'-0" ® I (lA) RL (7') --~---' ----·----(SP 1 Tl RL (~ .\ (S~ S · 2'-0"x3'-0" _ _ _\ __ _ _ --RL(4) RL (El ISNS TYPE "A" CDOUBLE FACE l RL (Bristol St) --- ------©-cl ------+R~E~MOVE & 1 SV-2-TA C * 07-2-70) (30') cA~OFF_ (15') RL, (250) RL 11 RL --(SP-1-CS)RL (6) RL, (N) RL C 2'-6"x6'-0" ® l24A-4-70 I 35' 35' (_15') R~~250J_ RL (~t-!,~~RL (2-ittS) (SP-1-CS)RL 2 I s C 2'-G_"_x_a··--0-----lf-R-L_(_B_ris-tol--S-treet-) -© 126t~·101 35' --45'~ 15' I 250 SV-1-T 2-MAS (SP-1-CS)RL 2 i N C 3•-0·xa·-0· ;L(Bi~~~ St~eet) --©1_ JA_i -10' -----_t-_l - - -TV-J-T ~ --(S-P-1--CS)~--4 I E s-2'-0";3'-.0" --=-~~~~-=-~-----, EXACT POLE LOCATIONS DETERMINED BY ENGINEER IN THE FIELD. POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. * REUSE EXISTING POLE ® AND LUM. MAST ARM TO NEW LOCATION POLE @ * * ROTATE 90' LUM. MAST ARM. & REPLACE SIGN PLATES WITH INTERNATIONAL SYMBOL PLATES. ( l • EXISTING BOLD • NEW RL • RELOCATE C • C.1.0.H. S • SQUARE. Ii • PROVIDE NEW LENS WITH GREEN UP ARROW PER DETAIL D AND NEW HARDWARE FOR SIDE MOUNTING. WW }'OR REDUCED PLAl\'S 0 JRM DC-O.t..:-SJG-PF' (Rlc.:V. :3/88) ORIG!'-! AL SCALE IS IN INCHES ~ ' <C' U) ~LJ ..<e... .• :.C: 2 I, I: I I I I I ,11 ' 3 I : I I I • I ' ' ' ' \ \ ~ _J ~ 0 w w "' ---- ::q ~ ~ 0 w. CONDUCTOR SCHEDULE AWG CIRCUIT RUN 1--s:::c.c"'-c"'--'-3"'-+---_____ 1 _ 1 _3_ SCC-12 • 2 • 3 I 2 6 8 SCC-3 SCC-12 rd # 10 # 14 # 12 DLC LUMINAIRE !SNS II 21 --------- 4! 6J TOTAL CONDUIT SIZE 2 2 2 2 2 2 2 2 --------1----1---4 5 3 3 5 3• 5 3 10 3• 14 3• I 2-3• I = SIGNAL CONDUCTOR CABLE <3-"14J = SIGNAL CONDUCTOR CABLE (11-"14 , 1-"12l <PER CAL TRANS STD. SPECIFICATIONS JULY STREET LEGEND ABANDON 1992) INST ALL PULL BOX IN EXISTING CONDUIT RUN. CONNECT NEW ANO EXISTING CONDUIT. REMOVE ANO REUSE EQUIPMENT EXISTING HEAD = RELOCATED = NEW HEAD HEAD = EXISTING PED HEAD = RELOCATED PED HEAD DIST COUNTY ROUTE ------+---- Ora 00 POST MILES TOTAL PROJECT 00000 Y COUNTY TRAFFIC ENGINEER PLANS APPROVED Red Yellow Green Green Arrow 12" 12" 12" 12" Red Yellow Green Arrow SHEE NO. 45 0 0 (I) TOTAL SHEETS 71 DATE DATE DATE 12" 12" 12" 0 0 0 (f) DETAIL "D" DETAIL "A" (No Scale) (No Scale) 6J2U ;/ Al/" ✓ <B/' ,., / y DR, 7 (16512) Sheet -P Of 91 l.\lf SIGNAL MODIFICATION PLAN BRISTOL STREET AT BIRCH STREET SCALE: 1" = 20' -z 8 O U'J Q > I ~ 0 E-< VJ 0 "' 0 ...i 0 ClJ 00000 EA 000000 ~+- 0 10 0 10 GENERAL NOTES 1. Traffic Signs Stripes, and Legends per Caltrans Traffic Sign Specifications, Standard Plans, and Standard Specifications. Reflectorize all Signs, Stripes and Legends. 2. Painting Procedures for striping per Standard Specjficgtions For Public Works Construction 1991 Edition. SCALE: 1"=40' CONSTRUCTION NOTES [2J REMOVE CONFLICTING MARKINGS BY WET SANDBLASTING. [I] PAINT WHITE ARROW OR LEGEND AS SHOWN .• [2J INSTALL SIGN AND POST AS SHOWN. 0 PAINT 12" WHITE LINE. (THERMOPLASTIC FOR THIS SHEET ONLY.) 0 PAINT 4• WHITE SKIP STRIPE PER CALTRANS sm. PLAN A20A, DETAIL 9. 0 PAINT DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. 0 PAINT 4" YELLOW LINE PER CALTRANS STD. PLAN A20B, DETAIL 24. 0 PAINT DOUBLE-DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20B, DETAIL 29. [}] PAINT TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN A20B, DETAIL 32. ~ PAINT 8" WHITE LANE DROP MARKINGS PER CALTRANS STD. PLAN A20C, DETAIL 378. [ID PAINT 8" WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. ~ PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. ~ PAINT 6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. ~ PAINT 4• WHITE LANE LINE EXTENTION THROUGH INTERSECTIONS PER CALTRANS STD. PLAN A20D, DETAIL 40. lf~VINE AVENUE ~ PAINT RED CURB. I I • u ' ' • ' ' ' ' ' u ' n ' u ' I ' ' u ' ' I~.)> n u ' ' ~ ~ ' ' : ., ' u ' ' I ' ' I ' '.::i• I ' I':; i n I I -I " I ' I w ' " I 9: ' ' I D < I I it n. l! ' ~o I ' ' I ' ' I ' I • ' 's:i \ ~ 0 ~ J 0 N ~ TYPE IV(L) '2 in L I', ~ I 0 "'--- N 60' ~ 90' ' J' in , 0 ~ 16 t-~ [D-1 150' /@ 0-' J '~ r:-, ,.J..-i------i....:...-1-----------+--------'-==-----Z'--==----...,-~ I ~ -+---22-5-,-----------,..~~\ i-,c---1~~--. ---- (0 z 0.. g:: C/l (0 z F C/l x w z 0 ..., 150' TRANSITION ,f---·-·-·-------------··- 30': 1' TAPER PROP. RED CURB \. ECR / / i ; i 2; Cl'.'. CR=35' 15 l ! ::~ [ I l I t I I I D I r f I I I ! I I ff I I I / I I 1 J I I I r I I I I / I I , I I < I I j : g< Uf f f : : I I J : : I • II ' ' ' ' I ' ' ' ' ' ' N ' ' 1-:=i > w ' 0.. ·~ f t- ~ Cl'.'. I JI I ) I I ~ i5 iE -< Cl'.'. w 1=11m alf l=1 0 -< 0.. <t: sc 0 W g 2 0 Is 3; ~ i':: ~ u I I CR 35' • ;{DTYPE IV(R) ; col - I MESA DRIVE ----- 3 R18 2.1 ~ R18 2.1 r[DTYPE IV(R~ ( I a, >j 540' . --J --- .I I 250' J_ --- ~ ---· --90' -t--------- 1 o· \ 50'-.. \ ·\ 6 - \ CD r \ -- TO BCR fa] W74 (LEFT) ---; -· r _j -----,=- ~ --= ~ -:_'\\---= -\ --\ ' -\ -- .9 ~ -~ • -----=--=-=----= -----.. ---- 12 5 - --- . O'> lO -:r:. 0 -~ ~ I ~ \ • _ t _ --l.-'~"'~..1..,-::,-it__ __ t-1 _____________ - - iw "'T \ r-i ' / ~ \ ~ R26(S) 'EJ TYPE IV(L) / o:: BCR \ \ 2 "BIKE","LA:E","-" ~ CR=35' ~ 3 R81 GENERAL NOTES: I. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CAL TRANS STANDARD PL,~NS AND STANDARD SPECIFICATIONS DA TED JULY 1992, AS SHOWN HEREON ,IND IN SPECIAL PROVISIONS. 2. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION CAT CONTRACTOR'S EXPENSEI. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT 1800> 642-2448, 48 HOURS PRIOR TO CONSTRUCTION. 3, OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. LOOP DETECTORS SHALL BE 6' X 6' OR CJRCLLAR 16' IN DIAMETER> WITH 10' SPACING BETWEEN ADJACENT LOOPS IN THE S.~ME LANE, AND EXTEND LIMIT LINE LOOPS I' INTO CROSSWALK OR LIMIT LINE, EXCEPT AS NOTED. 4, ALL VEHICLE INDICATIONS SHALL BE 12" GLASS LENSES. 5. PEDESTRIAN INDICATORS SHALL BE TYPE "C", 6, REMOUNT EXISTING WARNING SIGNS AND GUIDE SIGNS. 7. ALL MATERIAL AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 8. POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER. 9.(XXXJ INDICATES LOOP ASSIGNMENT IN THE CONTROLLER. EACH LOOP ASSIGNMENT APPROVED: CITY OF NEW PORT BEACH tf(AA-4'~ :i·Z◄-,7 TRAFFlC ENGJNERRCE22045DA1E PLANS PREPARED BY: SHALL HAVE A SEPARATE LEAD-IN CABLE TO THE CONTROLLER. I l h 10. ALL SIGNAL EQUIPMENT SHALL BE WIRED JN ACCORDANCE WITH THE SIGNAL PHASEf ans ec DIAGRAM AND DETECTOR SCHEDULE, t-· GI 20505 E. VALLEY BLVD., #110 20 to o 20 - - -1•.....w GRAPHIC SCAI.£ DR. 7 (16512) Sheet tt Of 91 '<7 FUSCOE ENGINEERING 16735 Von Jarman, #100 mine, callfomla 92714 Phone (714) 474-1960 PAX (714) 474-5315 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA DRIVE AT IRVINE AVENUE SIGNING AND STRIPING PLAN 11. ALL WIRING SHALL BE MARKED CT AGGEDJ WITHIN THE CONTROLLER CABINET FOR ~ Iii WALNUT, CA 91789 PHASE IDENTIFICATION. EXP. 3--31--96 (909) 595 8599 l--+-+-------~=-:=-c::-=e,r..,--;---;---;-;-,,,--,-:-::,=----1"' -MARK DATE DESCRIPTION PREPARED UN~~ "'"+4 SHEET ~ 12. CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED. NO. f2156 ,. -. ,,, ~ 13. PULL BOXES SHALL BE SIZE No. 5 UNLESS OTHERWISE SPECIFIED. / / .,, '/i; , REVISIONS CE DA1E ~ -·) J'j //, ;' 1,---1._-1... ______ -j SUPERVISION l:ilE,, a,_ ~ 14, ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOUND APPLIED. C/y\\. (. ·'..4J;,J' ./ fp(,J!,&' ,'f( (v:1)-C/J, DESIGNED : SCALE DA1E DRAWING NO. OF· ~:;l 15. REMOVE ABANDONED POLE FOUNDATIONS. -r, , 1------~,-------tAs SHOWN • 91 ;g~ L--------------------------------------------------------------------------------------------•-----------------~ ~ ; . . . . - · _ G , _ L L _ E _ P _ E ___ ,.. __ ~==DA~1E-::; D~RA_w_N_, __ ~ ------------~-~--~ m~ , p . "~-11,J ~, 1) -< <l.. 'Z_.q...--\ ~ (j -' ... J? ,;; ,:;: . _, ~ ~ t , "" e> .......: 1. 2. GENERAL NOTES Traffic Signs Stripes, and Legends per Caltrans Traffic Sign Specifications, Standard Plans and Standard Specifications, Reflectorize all Signs, Stripes and Legends. Painting Procedures for striping per Standard Specifications For Public Works Construction 1991 Edition. 6" FACE FOR ARTERIAL HIGHWAY f MESA ACACIA • ·---------- ,>- 'Ct'. Io 0 I-<( -w Ct'. CD Ct'. w I-,1- 0::'. I 0 Ow 0... 1- DETAIL "A" (NO SCALE) 6" FACE FOR ARTERIAL HIGHWAY t BIRCH MESA DETAIL "B" (NO SCALE) • 3: <( wg§ "BIKE","LANE","--- O'l (0 'o (0 \..--+-- ~ B t1l ~~:::::~-:I- - z ,o... LL tO::'. 00 0 >-z I--_z 0 ::::, -I -I ~ t-£::::~~ ~ t~~~~::-":J:::-_.l.._;;._::;1·· :J 0 ~ ~ R26(S) <( -0 <( 0 <( ,., I I I I ,.. ,.. ,.. I I I I I I I I ,. SCALE: 1 • = 40' 6 ◊ 9::--0 , 0¾ /, ,' e;'<' .. , / ~ /} / r <o~ / #/ p· I I CR=35' SEE DETAIL "A" Ol TYPE IV(L SEE DETAIL "A" ~-~------,16t------- CR=25' EE DETAIL "B" [iJ IT] 0 0 0 [I] 0 0 IT] [@] Oil @_] @] ~ @] ~ CONSTRUCTION NOTES REMOVE CONFLICTING MARKINGS BY WET SANDBLASTING. PAINT WHITE ARROW OR LEGEND AS SHOWN. INSTALL SIGN AND POST AS SHOWN. PAINT 12" WHITE LINE. PAINT 4" WHITE SKIP STRIPE PER CALTRANS STD. PLAN A20A, DETAIL 9. PAINT DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. PAINT 4" YELLOW LINE PER CAL TRANS STD. PLAN A20B, DETAIL 24. PAINT DOUBLE-DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20B, DETAIL 29. PAINT TWO-WAY LEFT TURN LANE PER CAL TRANS STD. PLAN A20B, DETAIL 32. PAINT 8" WHITE LANE DROP MARKINGS PER CALTRANS sm. PLAN A20C, DETAIL 37, PAINT 8" WHITE CHANNELIZING LINE PER CAL TRANS STD. PLAN A200, DETAIL 38. PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. PAINT 6" WHITE BIKE LANE INTERSECTION LINE PER CAL TRANS sm. PLAN A20D, DETAIL 39A. PAINT 4" WHITE LANE LINE EXTENTION THROUGH INTERSECTIONS PER CALTRANS STD. PLAN A200, 01::TAIL 40. PAINT RED CURB. INSTALL STREET NAME SIGNS AND POST PER OCEMA STANDARD PLAN 1407. / / r·· / _i;/' ., R26(~ I-' I (/) r 0 Ct: -co I • I I I • I • -------- DR. 7 (16512) ..:.::.::::::..--------_:Sheet ~ 0 f 9 1 ~-GIL f)J>, 3-31-96 HO. 421~ APPROVED: CITY OF NEW PORT BEACH fld,,,.J..f>ti-~ TRAFFIC ENGINEER RCE 22045 PLANS PREPARED BY: trans tech 20505 E. VALLEY BLVD., WALNUT, CA 91789 (909) 595-8599 JON A. GILLESPIE R.C.E 42156 #110 3-2'1 ·97 DATE 5 FUSCOE ENGINEERING 20 10 0 REVISIONS 16735 Von Karman, #100 llvlne, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 ., .. ORANGE COUNTY EN~RONMENTAL MANAGEMENT AGENCY MESA DRIVE / BIRCH STREET SIGNING AND STRIPING PLAN DESIGNED : S8ALE DATE DR.A.WNG NO. °DATE 1-D-R_A_WN_: --~-CH_E_C-KE-D-,-----IAs SHOWN ----------------------------■------■--------, .....--,~ -,c::l 0 ('::. ---.... ~ ( c::: -.-, ~ \j ~ 5 + l '--,,.. ~ 9 ~ ~J -i } ~ ' I , ~ -'1 -. c ; • • - GENERAL NOTES 1. Traffic Signs Stripes, and Legends per Caltrans Traffic Sign Specifications, Standard Plans and Standard Si;,ecifications, Reflectorize all Signs, Stripes and Legends. 2. Painting Procedures tor striping per Standard Specifications For Public Works Construction 1991 Edition. 0) co ~ "-I ..,. BIRCH -r0 ,_ --------/:J ---iD! ---------0 I I -l OJ IT] IT] 8J IT] [I] 0 0 0 ~ ~ @) @] [BJ ~ --- ---0 --., ---------::i: ., ------------iDl CONSTRUCTION NOTES REMOVE CONFLICTING MARKINGS BY WET SANDBLASTING. PAINT WHITE ARROW OR LEGEND AS SHOWN. INSTALL SIGN AND POST AS SHOWN. PAINT 12" WHITE LINE. , --I , -I I I --01 5 PAINT 4" WHITE SKIP STRIPE PER CALTRANS STD. PLAN A20A, DETAIL 9. PAINT DOUBLE YELLOW LINE PER CAL TRANS STD. PLAN A20A, DETAIL 22. PAINT 4" YELLOW LINE PER CALTRANS STD. PLAN A20B, DETAIL 24. - ' - I I -- PAINT DOUBLE-DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20B, DETAIL 29. PAINT TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN A20B, DETAIL 32. PAINT 8" WHITE LANE DROP MARKINGS PER CALTRANS STD. PLAN A20C, DETAIL 37. PAINT 8" WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. PAINT 6" WHITE BIKE LANE LINE PER CAL TRANS STD. PLAN A20D, DETAIL 39. - 12 PAINT 6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. - I - PAINT 4" WHITE LANE LINE EXTENTION TI-IROUGH INTERSECTIONS PER CAL TRANS STD. PLAN A20D, DETAIL 40. PAINT RED CURB. --I • -- r@ -- "' ~ -~ N --~ ·-- N --'" N - -- I- I (.!) a:: ~ 0 CT) <t: w w (/) w z :::J :r: g <t: ~ - >- >- 35' 11' 24' ~ w > I I -a::: 0 I') ~ 0 6' I 29' R81 ~ 3 CR=35' fT1 ~ """· "'""\:"'". aj BCR // I.. ~I ------\.-~ / ~ • _J -P-r50' (TYP.), ,/ - - -- 90' -0TY:E ~ TYPE IV (L) ~ - TYF , 150' __,. 10' --"' - - - -I-200' _:-. ---------- - - - - -r - - - ,,E] I I -- - - ----I\:: @J 13 / ( ECR "' (.) 6' 29' ,ID -CR=35' I I 0 a::: I 0 I "' <( - :r: u a::: I ~ 0 I 35' 19' 16' ~j ;-@J ---- - - ---- BIRCH I • ;, ~ --- - - - - ----I') • -I \-/-;, 'o --- - - - - -r I') ... • \ I I I \ I I --:1 --------@J--1 [B-Y CB-1 35' 24' 11 k I SCALE: 1"=40' I 29' I 6' i.e.. CR=35' "' (.) ,ID ECR I-LL \."~ STREET r@ ~ 11 13 8 .. 1, w .....J ---- - - ------I I - - ---J ---- - - - - - - -- - - • '--.:' -200' -_,, 1 o· --- - - - - - --IV(L) T,..---i 2 jTYPE IV(L} -., I 1 nn' ~ -- E IV(L)0--~ • "---90' -" ------- - - -l/' \ 0--'v .. OJ r • ' ll I \ -----------'~I ,11/~ ~~ ~ R26(S) BCR l:t: 2 11 BIKE11 ,"LANE","___,. • 29' 6' (J ..-'"' CR=35' I 3 R81 I ~ I I 35' I I 16' 19' rEJ STREET ."' 1 CX) N ----I I - - -1 - - - - --- 200' -~ - - ] ------- 13 -- - - ----- -- LO N ---N --- N ->--N ---;;:. - - - --- ~ ~-3-31-96 NO. 42156 CtV\\. - - -- -~ ""--I') ~ ~ -I') -- - ---iD! - - .. ~ N 0) 0 lO + O1.L sq-0 • 0) ~v (/) 1- - W WW z :r: .....J (/) :r: w uW I-(/) <t: ~ DR. 7 06512) Sheet ¢l;' Of 91 '-f") APPROVED: CITY OF NEW PORT BEACH I TRAFFIC ENGINEER RCE 22045 PLANS PREPARED B~ trans tech 20505 E. VALLEY BLVD., #110 WALNUT, CA 91789 (909) 595-8599 , DATE ----I I L N -.-- - N -. - N ----N ~ ,n ----l0 20 10 0 ,. --- / • --3: 0 .....J ~--w CT) - "' w w (/) --w -- z .....J :r: u I- <t: ~ FUSCOE ENGINEERING 16735 Von Kannan, #100 lmne, California 92714 Phone (714) 474-19(,o FAX (714) 474-5315 ORANGE COUNTY EN~RONMENTAL MANAGEMENT AGENCY BIRCH STREET SIGNING AND STRIPING PLAN. MARK DA TE DESCRIPTION PREPARED UNDER_ ;;.✓c, /,I~ ,"~ •• ---~-~---------< SUP[R'v1S10N op:·,::,,(~/.;., '!/,(~, • ·-. SHEET REVISIONS RCE DATE -DESIGNED : DATE DRAWNG NO. OF • _________________________________________________________________________________________ , _______________ .. J_O_N_A_. G-IL·LE·S-PI_E _R_.c_.E_4_2_.15_6 _____ DA_TE_,1D~RAWN .,: ___ c._H_E..,cK_E_D_, __ =S-SH_o_WN ___ _ L'' ~-, •• 91 J)(. • ''-•• y L, Q J Q \ f<S ~ ..... ' Z' -< -~ _,,,_ ~ ~ i "5" -\' • ,. - " , ..... ,.., 0 a_ ,.., """ u:, o:i D N ;;; lO STRIPING NOTES: NOTE: [JJ-- [3] [51 [Zj-- [B] - CD--®-@ @-· @ @- CZ) PAINT. SANDBLAST STRIPING & REMOVE R.P.M.'s. INST ALL. STENCIL. REMOVE AND SALVAGE. RELOCATE. REPLACE. PROTECT IN PLACE. 4" DASH WHITE WITH R.P.M. TYPE G DETAIL 9. 4" SOLID WHITE WITH R.P.M. TYPE G. 4" DOUBLE YELLOW WITH R.P.M. TYPE D DETAIL 29. 8" SOLID WHITE WITH R.P.M. TYPE G DETAIL .38. 8" DASH WHITE WITH R.P.M. TYPE G DETAIL .37. 12" SOLID WHITE. 12" SOLID YELLOW. R.P.M. TYPE A DETAIL 40A. 4" DASH WHITE DETAIL 40. USE THERMOPLASTIC. 4" DASH /SOLID DOUBLE YELLOW WITH R.P.M. TYPE D DETAIL .32. USE THERMOPLASTIC FOR ALL PAVEMENT MARKINGS AND DELINEATION ON STATE R/W, EXCEPT FOR DETAILS THAT INCLUDE INSTALLATION OF RPM's. ---ir-------,[g] REMOVE INTERFERING PAVEMENT MARKINGS ----~1\~- 1 --------------------------------------- ::c -- - - lli] EX. R61(Special) ' o, ~ ? ____ ..,_ ~ [§Jex R26A BIRCH fQlEX.W41 ~EX. R26A BIRCH VARIES I ~11cv I 6 EX. R26A R61 ---if1-- - - ----11] REMOVE INTERFERING PAVEMENT MARKINGS ----~1•~ --1 --- 0 STREET (!J z a.. ~-R28(Sllt CC: 4 ~ Cl z LL.I 4 TYPE IV 6 EX, R26A I ' 8' """"-' I: • ••• ~ 1: I I, I ' I: I I I I ' • I: I I' ' 43+00 -------fl- I TYPE IV ~ 4 \ TYPE IV I' / _.-'-'..NV I I I ( ~~_:...,~-;-1 __ :::i 0---r-~G: w " "'z i g I :;' ~ I I ' I I ' ' 4 ~ t• 0 N O ~ I ,-EX. TYPE "N", RlO ~ 0 I ? 'z w I i' ::, ~ : I! ""' -EX. R26(S} 8. !ii I I I I I i ! 11 I 11 EX. R26, R81; 7AI I I! ·11 I 1· I --~2•_ ----\.-... _ 22.' ...... 1 rw;, :_4L~I-v.· JI Ii I ii " I ONLY ONLY R61 +.i +.i ONLY I ONLY R61 115' @J R26(Sl -j "7 ~~ TY~IY ~ STREET ~ ~ 0 N ~ 0 E-t 00. 1--4 ~ ~ ::0 E-t ~ 0 z \ \ \ ' \ I ' I · 1 3 · Q]R26(S) t: LL.I ...I LL.I LL.I (f) LL.I z ...I ::c u !;i: ~ DR, 7 06512) Sheet J;:;-Of 91 so I ½ 0 2 ----3 inches on original drawing ORANCE COUNTY ENVIRONMENT AL MANAGEMENT ACE NC BIRCH STREET AT SOUTH BRISTOL STREET . SIGNING & STRJ,PING PLAN SHEET DATE DESicNED G ANDERSON SCALE T.LE 1111140' I ----~ - GENERAL NOTES 1. Traffic Signs Stripes, and Legends per Caltrans Traffic Sign Specifications, Standard Plans and Standard Specifications, Reflectorize all Signs,. Stripes and Legends. 2. Painting Procedures for striping per Standard Specifications For Public Works Construction 1991 Edition. IRVINE AVENUE >-0::: 2G 0::: <( 0::: w w,co I-I l- o 0::: w 0 I-0... ~ 3: ow 0... z 0::: LL Oo u z >-z I-::) u N N N N N - - - ;· -"N f---,f=;cl N n SCALE: 1 "=40' BRISTOL Rl 8(SPECIAL) R26(S) N 0 --------------------------'!:"": <D r.,. LEFT 2 LANES t.fUST TURN LEFT R18(SPECIAL) [B -- ~ VJ STREET >-0::: 2G 0::: <( 0::: w w co I-l-o:: o,o ~ 10... <( 3: 0::: w ~z 0::: LL Oo u z >-z I-::) u --- 0 0 ci <D + .... <i. I-VJ 0 0 . 0 0) 0 I.D + LO LL ~ 0 . 0) <( I--.;t- (/) I-.w WW ZI _J (/) I w u w I-(/) <( ~ CONSTRUCTION NOTES OJ REMOVE CONFLICTING MARKINGS BY WET SANDBLASTING. 0 PAINT WHITE ARROW OR LEGEND AS SHOWN. 0 INSTALL SIGN AND POST AS SHOWN. 0 PAINT 12" WHITE LINE. 0 PAINT 4" WHITE SKIP STRIPE PER CALTRANS STD. PLAN A20A, DETAIL 9. ill PAINT DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. 0 PAINT 4" YELLOW LINE PER CALTRANS STD. PLAN A20B, DETAIL 24. 0 PAINT DOUBLE-DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20B, DETAIL 29. 0 PAINT TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN A20B, DETAIL 32. ~ PAINT 8" WHITE LANE DROP MARKINGS PER CAL TRANS STD. PLAN A20C, DETAIL 37B. ~ PAINT 8" WHITE CHANNELIZING LINE PER CAL TRANS STD. PLAN A20D, DETAIL 38. [g] PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. ~ PAINT 6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. 8 PAINT 4• WHITE LANE LINE EXTENTlON THROUGH INTERSECTIONS PER CALTRANS STD. PLAN A20D, DETAIL 40. ~ PAINT RED CURB. APPROVED: CITY OF NEW P9RT BEACH ~~-3-2.4-97 TRAmC ENGINEER RCE 22045 DA TE PLANS PREPARED BY: lranslech Sheet .J'\if 91 DR. 7 (16512) 20 10 0 1"•'40' 20 40 Q'W>HIC SCALE FUSCOE 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 ENGINEERING FAX (714) 474-5315 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY BRISTOL STREET SIGNING AND STRIPING PLAN \>-· Gil '1 11" 20505 E. VALLEY BLVD., #110 WALNUT, CA 91789 E»'. 3-31-96 NO. 42156 C/y\l. (909) 595-8599 MARK DATE DESCRIPllDN PREPARED UN~E:/ ~ ,/ _ ~/J IJ---~-~-------i SUPERVISION ~,rvAls-REVISIONS CE ~DATE SHEET •5' DESIGNED : SCALE DATE DRA'MNG NO. OF w.· x. c1LLEsP1E R.c.E 42156 DATE DRAWN : CHECKED : AS SHOWN 91 '7 7~'1 'fS\/ °t{ \} -<.. 9..,z, --q-~ ti C. ,,,, l ~ _,,I ~ ' ........ ~ - 1 I I -+ I I I I I I J I .. .. ! ! ······--,, .. I I • : l I J ! .I ---· I ·•·-jlj-----[ •=N;[ ,i -:' !•r-----;;·· N • N :.g · i 0 ·-rl .~/wt,1 , . . . ,-;:, '12 ., o m "" "' N N 0 ., . "' N • ., ., ., I r I SCALE• HOR I z I I • = I O, VERT• ' I • = I , 0 LEGEND PROPOSED EXISTING l I - 2 • ,_ 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY AGENCY ENVIRONMENTAL MANAGEMENT MESA/ BIRCH REALIGNMENT CROSS SECTIONS STA. 1+37.00 TO STA. 3+50.~'t., PREPARED LtlDE ,J;, MARK DATE DESCRIPTION SUPERVISION L; RCE 247111 DATE RE VISIONS DATE DRAWING NO. SHEET .,, SCALE 11D~E~sI~oN~Ejo~,Tfs::'.'.~P.:.K:::,L7c~~~:gc:...,,.., As SH□wN 3-93 r-DB CHECKED ' L Dfl. 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I I l SCALE• HOR I Z, I ' = I O' VERT. 1 I ' = I ' 0 LEGEND PROPOSED EXISTING 2 ' 3 INCHES ON ORIGINAL DRAWING DESCRIPTION MARK DATE REVISIONS ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT CROSS SECTIONS STA. 8+00.00 TO STA. 9+50.00 -~ PREPARED UNO /.. ~ r,Q.1,t9 SHEET SUPERVISION c.: RCE 247a! DATE DESIGNED ,TS,PK,LC i-".==:'°=;;~-'---'-,---::-,LC:---7 AS SHOWN DRAWN 'DB CHECKED ' SCALE DATE 3-q3 DRAWING NO. / • - I ---------·--l I 1•·. 0 I ; di ! \ -:-'-5-0--·-·r--·~,-I i----!, I <O ' ., ' ' I --• -----,1, I ! -, i ' I ·-, . . ,·-"4-7"--· ·---··---..... I -+ 1 ---------+---1--I ·--+----r--I I •• ""~·"~~· ·--~--··· """'"t· l -··-·~· I --1 I I i I I --------+-I r I i I I I J ! ' i ' I ··-----· -·-·-·r· I i 1 OR I G NAL GROUN,-1__/ -1 i j -__ L ... I I i l i . --r. 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REVISIONS DATE DRAWING ND, _9_1 _ PK LC SCALE 3-q3 OF µD11_1:E~Sl!'!GN:ocE'f,~;ii~Ti--'S::.:, __ • TJ -;;CH;.E~CK;;;E;-D ,,!L~C:._J AS SHOWN l I f, $1 ~) lfl SHEET PREPARED UNDE Y (,,,L, • -" :.fllll-• ~ • ~ -·,., t. 1 ' , ' .C-I. In 1 0 0 ~ I 0 ........... ·-···! ...... ·--·· .... ·+···························· . • ..... '°:,........... +········.. ---It i 1------l..---· -·· .. ···---·+· l g ' · Sr+l---1-, · I ........ ··-····. -~·--·· "' 0 "' • 0 "' "' "' ;,; ' N "' "' ... 0 0 "' "' "' -"' 0 "' N "' "' ' ' J_ I ·····~:rO·-·+--··· ............ ;--- i i 1 . .... . ...... ····· ·----······---· .... . i ! ' "' 0 ~ROPOSED FINISHED i5URFACE I ! ' "' "" 0 "' "' ... N 0 "' "' 0 "' -0 "' "' "' "' "' +-----,--...J-t..4 ... ...l .. L.-t. I ORIGINAL GROUND i ---...... ~-....... ------·-l----................ -·· ------1 .... - I • w "'" "'" •• ,,_ ....... ,._, ···-·· --··-·-------··· .,.,.,,,., -··---···-- +------+-------!:--- ! ' -0 -"' "' .; "' "' 0 N "' 0 FINISHED I i ............ 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DR, 7 Sheet (16512) ~ Of 91 16735 Von Karman, #100 Imne, California 92714 Phone (714) 474-1960 FAX (714)474-5315 _, --,-'" ~-~·--i MESA/ BIRCH REALIGNMENT CROSS SECTIONS STA. 11 +50.00 TO STA. 12+50.00 i:;- REVISIONS DESIGNED 'TS,PK,LC SCALE CATE 3-q3 DRAWINll NO, 1--------~------I AS SHOWN DRAWN ,OB CHECKED 'LC OF 91 1 I ~-,,-;~ ~~,r Sl{q( -+--·---·+--___;-, ..... , .. _, ·-f-----1----+--·-·-·. ·-+----l-----1--,,--.. 'J_ -··-••---!---.... ,,_,, __ , I ~ "' "' "' ~ "' "' -,,, .. 0 n '" "' "' I I : "' I "' "' I~ "' ~ n n "' "' ir-'l n "' co "' N "' 'l 0 1n .. .. I .. .; ,,, ::l .\f -' ~ ~ ,, - l I ••1.1 •• •• ----') m-••m• ••-•"~"" •• -•~•--•••••••----+-------1----L•-' ,,j .. • • v m•w ••, I I ' I I I l T w ,,, "' I 3+510 ----·-t-'". " .. i ORIGINAJ GROUND I ""' •-------J .. -,.. I ' l r "" VV •-"'7 W •••~~•• •--w-v '_ •••• , . \' ''"""" ····-'" --••,•· .... ,. i ' """' . ., .. l ............... . I 1-· I I • -~-~-·-•" , •••••• I I ! I I I ·-·-T--l---+---~--4---j--.,···· ... --.. I ( ! 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I I .. j i •• FUSCOE • ~:::,~t:~,:z':: ,_L .... _ __,_i ___ ..... .: ½ SCALE• HOR I z, I'= I 0' VERT., I' =2' 0 LEGEND PROPOSED EXISTING 2 ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT CROSS SECTIONS 1--1 1-•-+-----j---·-+--~EN~JNEElij~G _ _;;:e .. i ~;::~:;:~:] rM_A_RK~D_AT--:E-'---__ D_E_sc:..cRI"--PT.c:1:::oN:___----l ~::::. ~: ST~~:+•:::~ .. --:-_...., ____ _. ____ ...1 ____ ...J1.... ____ j_ ____ L ____ ,L ____ ,l_ ____ _L ____ J. ____ _l _____ j ____ J _____ 1.... ____ L ____ l' ____ j1 ____ J ____ J _____ L_, ___ L ____ l ____ 1 ____ 1 __ ~D~R~o:7J(~li6~5~1~2~): ... ____ L:---1~~~~~~~R=E~=V~I-S~I~O~N~S~~----J -RCE 24701' DATE •_ tbil"" I sheet _:;;,:: Of g 1 DESIGNED , TS,PK,LC SCALE DATE DRAWING NO. \l\lfv S"b i DRAWN I DB I CHECKED I LC AS SHOWN 3 -ci3 OF~91 D t.. 41 ____,__, ~ -, ~ ~L,\i\Q..!~eA-- J. ~ l.5\ \ ___ ; -~--_\_ ,_ ,, __ l_ : ,,--,.' 5.---+-- I I i . .. l . I I ____ ,. I i • j., • ~~-~"""~"' -~ ... 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I I ' = I ' 0 LEGEND PROPOSED EXISTING 2 3 INCHES ON ORIGINAL DRAWING DESCRIPTION ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT CROSS SECTIONS STA. 18+00.00 TO STA. 19+50.00 , PREPARED UNDE0 ~ • -"' SHEETl.9-I SUPERVISION □, REVISIONS RCE 24 1111 CATE DESIGNED ,TS,PK,LC SCALE CATE DRAWING NO. 1-0:::R:.::AW:::N=,, o"'s=---'---'-.-CH_E_CK_E_O_,-=L-=c;,---l AS SHOWN 3-'!3 • LI t.,s-1 Q_.-<;i~~-s 1 ( 6i -, ~ 6 0 ~ ~ J i) 0 I I I , ,.. -., .,. :£ "' .,. ' - "' 0 ' . "' "' .,. .,. "' 0 ., . N "' "' "' ' ' STA "-1 PROPOSED ~I NI SHED SURFACE 1 I ' l I = t----+~~q.,'j-'.:;-+-----+---___;f--•--+-----!-----!-!-----l•----t--------1-¥,-~~g m_,c_J••m•;~---+-,m••o, ., = ., ' ' "' .,. .,. .,. "' 0 ., . ,..; N "' ':' ' 0 20°50 I i _, "' "' N "' "' N 22+50 -;;, N e, N ' . ., ., ., ., ,., 0 ,N ,., "' ,., ' ' I STA I .,. ,., N "' ., O> .,. I I "' ., "' "' I £,! "' "' "' "' ,-. O> O> ,-. ...: :;:: N "' .. .,. 0 N ,...--, .,. 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I I • = I ' 0 LEGEND PROPOSED EXISTING 2 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT CROSS SECTIONS STA. 23+50.00 TO STA. 26+50.00 '---7~~-mL~~--\'-----,~-----i~------,--! '" ,~="t-,:;." ··-+----·-------·---- ! ' ' t o'" N "' "' - " 0 "' N " "' " ' ' D • MARK DATE DESCRIPTION PREPARED UN□ f---.L'---'---=:.:::....:.::_:._ __ -1 SUPERVISION REVISIONS DESIGNED I TS,PK,LC SCALE t-=='-=""=-'--'-~------1 DRAWN I DB CHECKED ' LC AS SHOWN I LI DATE 3-93 DRAWING NO. r OF 91 ff t. 1 52 0 55 -- 55 - -,n. 19 54.4, 0 rn ~i ,..() ' ~ ,01 ( ,.; i ""!.~/ ·, ', '" <' (() • ,,,, c1 "'' n I' '--..._, '-,........_, "•........,_-..,__ ml ~ "'' ., - -1 L,0 Lf>! ""' r"- ,;; I") ;,') n ~ C " :::.; "' M, "',I ,,-, ~1 L('' ,.nl r,-, • ol '.OJ ,) ,, ~, n '' H Q ,...o: NI ~ L() - 0 " C-.J' ,C l.("\: "'' 0 ;I:~ LJl, N: CO' ' /~ '•. 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"' ROPOSED F NI SHED_/ ,.; "' SURFACE -r -.~ ·~ ..,_ URFACE .,; JV V ---... ~ 0 N N ,,; ,., ------------- V" I'---._~ ~ N "' GROUND_} Ac" ,c 7C ORIGINAL ' ·-'J JJ STA I 1+75 . 00 STA 15+00 • 00 STA 63+00 . 00 s. B ilSTO -s. BRIST DL MES ~ ORI IE ,., "' 0 ., .. .,; "' ,.; 0 "' . "' "' ., ol "' ,.; "' ,.; ~ -: CC .., cc "' 0 "' -"' N .. J J "' ,: 0 JJ ORIGI ,AL GROUND 0 ::', ,,., 0 --.. ~ 0 N ORII I NAL GROUI D~ ' .. I ~ /. ,.; • ._0HSS10_.4 "' ,,., ~ ~~ SC ~LE• NI SHED_/ 0 ~,,; ~~ ~EEO , II -1., I ol ROPOSED F "' " " ~ -"' '" . " ~ NI <;\..IFn ~~; t:>;t. .-.~ ., ,~.-A,..,-HOR I , • I ' = I O' J--,URFACE JV c,:, ~ rn ..,.. !l' ~o. 2•'JJ:,1 ~I " VERT, 1 I ' = 5' , . • Exp.JL • I} • J'1: Ci1\\ ~~,. LEGEND '4/t OF C,.._\.,~~ ·-Ac" • r --= PROPOSED --, J ' J EXISTING STA I I +25. 00 STA 14+00 • 00 s. B RISTO -s. 3RIST DL I ½ 0 I 2 I ' 3 INCHES ON ORIGINAL DRAWING ,-. "' 0 "' -N N .. ,,., ·! ~ ORANGE COUNTY ,-. ol . "' ol .. ,.; "'1· "' DR. 7 (16512( . N ol "' • rr -"' "' -"' cc "' Sheet ~ Of 91 ENVIRONMENTAL MANAGEMENT AGENCY v.J -~~-·--·JJ 0 "' "' "' 0 ,.-·-•c-('IJi_J:: 0 --N ORIGINA ~ GROUND-0 N ORIG INAL GROUN )~ I"\. MESA I BIRCH REALIGNMENT -/ "' ' ~ I ,.; "' r---_ -PROPOSED FIN I SHED·-0 .-rA --. "' CROSS SECTIONS ~-0 ' ,LI ,-I l"t I n t.LJ _,~ ......... ,I ,_.I-FUSCO: 16735 Von, wman,#100 ol SUR ACE "' Imne, Cali pmia 92714 "' STA.11 +oo.oo TO STA.16+00.00 s. BRISTOL Phone (J 4) 474-1960 ENGI \JF.F.RINI , STA.52+00.00 TO STA.55+00.00 MESA DR . • ,c •• FAX (7 4) 474-5315 --, J ,J STA I I +00. 00 STA 13+00 . 00 MARK DATE DESCRIPTION PREPARED UNi~D[, , I I fl -~ ,. SHEET~ SUPERVISION n , 1 rt,. s. B RISTO s. 3RIST )L REVISIONS -RCE 24101 ' DATE J~ -DESIGNED I TS,PK,LC SCALE DATE DRAWING NO, 3-q3 ~ DRAWN ,OB CHECKED I LC AS SHOWN OF 91 • r rl"'\ r 11,,1 -· ·---, ..., "' ,-. . .. ·--1 "" d "' SU FACE .. "' ,-. 0 . -0 .. .... 0 -"' d . -.. .. d .... -"' ..; N .... -.... ... 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CE / --' -V / ~ 0 ~<:i ,io!Ess~~ OR I GI NI L GROUND-V d ~ "' ... ,: ..,-., ,J REE/l ,11 1'_1, SCALE• < / ,1/,a.;: <l'°' ~ ~ .... ,It, ~· 0 ~ / :1~a..: 1""'11'."" HORIZ• 1'=10' -Ir •'" ~•-~•7 I "' ~ 1~ I/ \. / II /Z VERT, I I ' = 5' ', " E~p. •1 J'? Ciwi\ ~, • .. ,, "'~ LEGEND or c•1.1I cl-f ~: ~ ~ 0 1 ~ o 1> i ~ (' ,.. ~ ~ /0 f1-~ J t<l ,I' i ~ PROPOSED ----EXISTING s· '"ORM I RAIN ACCE~ ,S RA~ p ~ ~ I ½ 0 I 2 ' ' (/ 'f 3 INCHES ON ORIGINAL DRAWING .. .... ,-PROPOSED FINISHED ' ORANGE COUNTY . "' N I ,.; "' . ., ... .-N ,.; SURFACE ,r "' ~P ~OPOSED Fl ~ISHED ENVIRONMENTAL MANAGEMENT AGENCY •r .. ' -r-;;; I "' ,..., /_ S IRFACE "' . d "' 0 . . ' .... ., - N -,.; .. 0 0 .. .. MESA/ BIRCH REALIGNMENT ' 0 . " ' "' "' -:;: .: d . ' d . ....... 0 .,. d I N .. .. lil N ,.; ~ ' ' 1/ .. ' ,-. .. ci ~ 0 CROSS SECTIONS ' -.. ' -...,~ l/ d 7v '.::.. 0 V FU: ~co~ 16735 Von H lrman,#100 0 N .,. ORIGIN rL GROUND-N ' ~ ' ~a 92714 ORIGIN 11.L GROUND-... -Irvine, Calli STA.l +50.00 TO STA.3+50.00 BIRCH ST .., - ENGi lFFRIN( Phone (71 ) 474-1960 STA.56+00.00 MESA DRIVE 7c -r:, FAX (71 ) 474-5315 STORM AD RAIN ACCES~ RAMP ..., ..., ...,- PREPARED UNN~ ,'J_dJ' '7'3.,f ,, SHEET (.9'"' s TA 56 +00.0 p STA :J+5Q. I DO MARK DATE DESCRIPTION SUPERVIS!ON .. DR. 7 (16512) REVISIONS ACE 24711. DATE \'~\ ~ESA DRIVE Bl ~CH s· .. Sheet vlof 91 DESIGNED I TS,PK,LC SCALE DATE DRAWING NO. ,.,.,,Iii • DRAWN ,DB CHECKED' LC AS SHOWN 3-q3 OF 91 40( {, ., ~ ... , 'l., ~ • \... lo : < - . EVATION 50 I Elev. 44' 40 Elev. 39' 30 Elev. 25' 20 10 Elev. 9' 0 -10 DRIVE SAMPLE DATA ,r c=psf 't d=pcf 35.1 66.5 110.9 DRIVE SAMPLE DATA i;i' c:psf 't d:pcf 50.7 60.1 DRIVE SAMPLE DATA fi1 • c=psf ~ d:pcf 45.8 20.7 98.6 DRIVE SAMPLE DATA fiJ" c:psf "t d:pcf 42.3 98.1 97.5 B-1a ELEVATION 49.r•~~~ co co cf, ~ Cl) * _, :x:: f2 ~ - -- P-1a ELEVATION 4,,9~',---, '/ .;,.,;, TERRACE DEPOSITS(Qt): ® 11D.9 6.4 . ·/ .• ·/ . . /.;, . ,'. '/. f----~-. . "/• 2.5 44 1---~-~ . "/ .. ,"/,' 2.5 89 SILTY SAND, BROWN MOISTLllE=4.0-5.4¼ GRAVEi.LY CLAYEY SAND MOIST!JlE:9.fi¼ @El.EV. 38'-'l?' CLAM COQUNA LAYER (APPROX. 75% CLAM SHEU.SJ MOISTUREc3.4-4.0¼ SHELLS FOIA'ID FROM El.EV. 39'-26' ~ SAND, BROWN [@El.EV. 34') J' ---- ® 98.6 3.6 2.5 154 @ 97.5 3.7 2.5 90 7-2-91 TOTAL DEPTH 41.5' LEGEND OF @17' El.EV. SAND TLllNS YELLOWISH BROWN, CLEAN, NON-CEMENTED @14' El.EV. SAND TLllNS LIGHT GRAY, CLEAN CAVED AT 7' NO GROUNDWATER t:..Ai'i:TH MATt.RIALS ' 7-2-91 TOTAL DEPTH 32' ----- ---- -----~-------Qt MESA DR . PENETROMETER AT El.EV. 39' 50 100 BLOWS SIZE CLASSIFICATION MATERIAi_ SYMBOLS CONSISTENCY CLASSIFICATION 0 c:._,.c,5~r.:,:-;;':::.r, CF CARTH MATERIAL ME°CH...:,·,'.'~ AN...!..:_TSJS DTr."t.-Rl+''SE f.">':J.'~TED. ~s.s GEOLOGICAL MAP UNIT El-TERRACE DEPSITS [[] □ Fl ' , < ~ ~ ~ GR-=VEL CLA f S.-'.lt,i:JY a,,:,r cR CLArt-r S~'-.'D S-L;N:Jr SJLT DR Sir.TY ~NO SIL rr CL;!,.. CP. Cl ,,:.;E f s..:LT □ ~ rfil UlJ rr11 11,_:iii I I ,i, I r~:~~~; 1'.'..:.:.:~ F'=A T CP C~1,:1C MATTER IGAEOUS M:C X 0-5 6-/0 LOCS£ SCFT II -2D Sl..fr?-{T,!__r CCMP.:CT ST/Fr" 36-70 70. -- - 150 - -- 200 Qt I ~ I """' ----- DRIVE SAMPLE DATA Elev. i---c:psf i' d:pcf I 23.5' 38 0 98.7 DRIVE SAMPLE DATA Elev. JiJ c:psf_ _ '!rd=pcf J 18.0' 48 42 98.5 DRIVE SAMPLE DATA Elev. • • ;,; ••••• c=psf· 1"-d=-p-cl]' 8.5' 8.0' 6.5' 42 40 52 218 473 0 94-9 92.0 94.2 ACACIA ST . I /-----"' -" I -"'-L I B-2a () ~ p-2a B-2a ELEVATION 28.5' --- - - -,.,. ~ ----- ""- ----- ------- ----16 - '-- " '- Ir- ~- '-., "' " "' \_+ 17 \ ~ 'I( I Qt P-2a ELEVATION 28.5' ~~~ -./.;:. ~-> TERRACE DEPOSITS{Qt): @ 98.7 5.6 ® 98.5 13.0 • ' ' 2.5 18 SILTY SAND, BROWN MOISTI.llEc8.3¼ SAND.BROWN MOISTLllE=5.3¼ @23.5' YELLOWISH BROWN, CLEAN MOISTl.llE=7.5¼ ------------------------ 2.5 28 @6.5' orange @6.5' ORANGE BROWN MOISTUREc8.9-9.6¼ BEDROCK-TERRACE DEPOSITS{Qt) or OLDER ALLUVIUM[ Qoal) 7-22-91 TOTAL DEPTH 22' @5' CONGLOMERATE, ORANGE BROWN, WELL CONSOLIDATED, VERY DENSE GRAVEi.LY SAND I I \ \ ., Q ' @-15' BROWN TO GREENISH BROWN, CLEAN, WITH PIECES OF CEMENTED SANDSTONE . . ~' b , .• ; 'J,. ¢ •" .. ~-f , 7-22-91 NO GROUNDWATER TOTAL DEPTH 35' LEGEND OF BORING OPEF/ATIONS 0 A..AN CY ...utY BDRTNG □ rJj I STAND.C<RO PEfi£T~TER kt) r A RY Bt_--W!NG AUGE/? BORJNG 5,,:, !/'->:.. E EORt NG _'£T BOPiNG ;t_:;,-PIT ROTARY BORING £ X,R:;;.NS!::Y.' T [ 5 T -----1) ,C:JTCA<.:!TIC JMP r,',,:,MU[R ___ r;;-;:_,, 0 _:~IT x...cu,v£;;.-------8 LDCAnoN NO SZE OF S-~_MPLEP ,,8!..,:;,,,+'S P=R FOOT OR HALF FOOT' ( LrSJNG A /4 9 L 8 H-::. M.~.-? WIT H 4 J:O DRC? J l-_ _ _C,IYIV?ML/3.: _ _E ,l,,{,::.TERl-'l.L ~-4.,,G£ --. -.:;R...::]..Li/0,V.-::_ J,,,(..'.".T[R"...!L O·fL.N~ K>~~STil..UTED M,.:,TER:AL ou-..NGE" Qt·U/.O:OVc::y:;,/,'.AEL£ M..CT£Ri~!_ C'-iL.NG!: D~ T £ C'.:" !::-:JP.I.'.'G PENETRATION TEST P'JSHE C -, f? NO caJNT liiCCYiLFD µc IC !?:..:71'1"5 r"':P ;;;-COT-11 DATF MfASUR:C ;-,,;JJ',1~.YWilH k JJ .. c,...,--::;:::,-' OAT[ O' IC' BOR,wG 20 _J.J --~ \ \ D 50 DR.. 7 5hee t 100 N.T.S. 150 FUSCOE ENGINEERING 200 250 300 BLOWS 1/2 0 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 20 10 350 400 0 -10 2 3 ·inches on original clro..-inQ ORANGE COUNTY ENVIRONMENTAL MANAGEl~ENT AGENCY LOG OF TEST BORINGS PROPOSED RETAINING WALL AT IVIESA DRIVE • .. 51-213 ® • • . . • • • • .•• ® flGURE 3 BORING LOCATIONS FOR EET AND STORM DRAIN IMPROVEMEN COUNTY OF ORANGE MATERIALS LAB @ BY DEW Sh_3_of_lQ_ DATE 5-23-91 PROJECT SP.NTA P.NA HEIGHTS STREET ,IIOEMl'!GS AND STORM ORAIM l~PROVEMENTS TEST BORING NO. B-3 LOCATION 20351 Birch Street SURF. EL. -ss' PENETROMETER NO. ___ _ 18' W/Cl o· "' 'f-q, v 91- 338 339 341 {J Q a - - - - 5'_ - --- 10 1- - -- - - - - - - - --- - - - - - -- - - - ---- -- ~ q,~v OESCR I PTION MOISTURE % ,, 0. 52 'AC with petromat/MS Clayey Sand 9.6 Sandy Clay 12.4 Clayey Sand 13.3 No Ground Water Drive Sample Data Depth 0 ' = C=psf 5' 25 97 S04 (ppm) SE -< 2000 10 -- "-2000 10 o', =pcf 102.8 I I I I L. -_J 53-373 .,.. BAYVIEW ® ' © .. ,.~·:· . _; . • • • • • © • • • • ST @ • \ ., "' ... ... ! ~ -... i'.l .,, .. · .,_,.:.0:.-/~ ·'··"'·'"'"·"· / 5'3-377 COUNTY OF ORANGE MATERIALS LAB DI UNI PROJECT SANTA ANA HEIGHTS STREET wrnrnrnGs AND STORMDRAIN IMPROVEMENTS TEST BORING NO . ...,B::..--'-4 ___ LOCATION Birch Street PENETROMETER NO. 75' S/Orchard Drive 4' W/CL o-"' COUNTY OF ORANGE MATERIALS LAB BY fillLSh.L..oLl.!L DATE 5 22-91 PROJECT SANTA ANA HEIGHTS STREET WIDENINGS ANO STORM DRAIN IMPROVEMENTS TEST BORING NO. B-1 LOCATION Mesa Drive ~~--- PENETROMETER NO. ___ _ ~ v o· "' 91- {J Q ~o~ ?-" -I' 0 lOO' E/lrvine Avenue 6' S/CL DESCRIPTION MOISTURE% 0 .85 'AC/NS 326 327 328 331 BY DEW Sh._Lot_ID_ DATE 5-23-91 I SURF. EL. ~ $ S" - - -- 5'- - - - - 10'- - - - - - - - --- - - - - - - - - -- - - - - - - - - - Silty Sand d.8 Clavev Sand l?.3 Clayey Sand 18.0 ,J ' <., , ' n . ', ,, Silty Clay 115.1 No Ground Water Drive Samele Data Depth 0 0 = C=psf 5' 35 156 I SURF. EL. ~ 2.'\- SQ4 (ppm) SE -< 2000 17 < ?nM ,, - ' " < " , ., < 2000 - t. =pcf 104.3 COUNTY OF ORANGE MATERIALS LAB BY DEW Sh.1-otlQ_ DATE 5-22-91 PROJECT SANTA Af1A HEIGHTS STREET HIOENH!GS Mm STORM DRAIN lt'PROVH'.ENTS I TEST BORING NO. B-2 LOCATION_~f•--e-sa-D_r~iv_e ________ SURF. EL._~_-i._'l_ PENETROMETER NO. ___ _ Approximately 900' E/lrvine Avenue -:I Q~ q,iS DESCRIPTION t101STURE % S04 (ppm) SE q4t_,._ ~"'~oo 91-0 0.40'AC/NS -- - 332 -Silty Sand 10. 3 < 2000 14 5•_ -No Ground Water - - - - ---. - - - - - - - - - - - - - - - - -- - -,_ - - - - y"q, {J Q q,~S DESCRIPTION MOISTURE% S04 ( ppm) SE 91-a O .62 'AC with petromat/NS - - 342 -Silty Sand 6.1 - 5'_ 343 & 344 Cl a vev Sand 10.7 - 345 -Clavev Sand 8.7 --Clay 19.6 356 10 1 - --No Groundwater - -- -- - - - - - - - - - - - - - - -DRIVE SAMPLE DATA -Depth ~o = C=psf :l'd=pcf --5' 22° 400 121.0 - - - - <2000 16 < 2000 8 (2000 11 (2000 - DR. 7 Sheet FUSCOE ENGINEERING (16512) zf, 0£ 91 16735 Von Karman, #100 11:vine, Califumia 92714 Phone (714) 474-1960 FAX (714) 474-5315 t. .... DAT£ DESCRIPTION REVISIONS PR£PAREO LNIER SUPERYIStON Of ED KWAN MAY 1991 DATE , ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY D£SIGHED MESA/BIRCH REALIGNMENT LOG OF TEST BORINGS .S.HEET i.:-:::;;:"";;:::;:::;:::;;::;:J..C::::HE;CKED:;::::;:::;:::::=1 \ ~ i 1 ( SCALE DA TE. DRAWING NO, -~ ,_ v- AS SHOWN OF 91 COUNTY OF ORANGE MATERIALS LAB BY 0Evl Sh,_5_0 1__!..Q__ DATE 5-22-91 PROJECT SANTA Ar!A HEIGHTS STREET WIDENINGS AND ST0Rf' DRAIN IMPR0VEf'ENTS TEST BORING NO._,B"-----=5 ___ LOCATION 20152 Birch Street PeNETROMETER NO. 12 'E/CL DESCRIPTION 1-'0ISTUP.E % 91-0 - - 333 -Sandy Silt 9.5 - 5' - -No Ground Water -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - COUNTY OF ORANGE MATERIALS LAB I SURF. EL. °"' ~> S04 ( ppm) SE 42000 10 BY DEW Sh . .i._01...lQ_ DATE 5-23-91 PROJECT SANTA ANA HEIGHTS STREET v!IDEN!NGS MID STORM DRAIN IMPROVEMENTS ' TEST BORING NO. B-9 LOCATION 2022 Orchard Drive SURF. EL. ~ 5 g PENETROMETER NO. ___ _ 18' N/CL 0ESCRI PTI0N r~o [STURE % SO, (ppm) SE 91-0 ii:=::i_l!0 .42 'AC/NS - - 336 -CLAYEY SAMO 10 .4 < 2000 8 - 5' - -No Ground Water - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - COUNTY OF ORANGE MATERIALS LAB PROJECT SANTA ANA HEIGHTS STREET HIDENINGS AMD STORM DRAIN I~!PR0VEMENTS TEST BORING NO. B-6 LOCATION 20071 Birch Street PENETROMETER NO.____ 200' S/Bristol Street 6' S/CL BY OE\; Sh . .!...01.lQ_ DATE 5-22-91 SURF. EL. ~ '5> ' q_,,,,q._,,_ i"OO o~~,.....--------~----..------,----, <Q~Y DESCP.IPTI0N MOISTURE % S04 (ppm) 91-0 -__ 0.75'AC/NS - 334 -Silty Sand - 5' - -No Ground \later -- - ---- - - - -- - - - - - -- - - - - - - -- - - - - - - COUNTY OF ORANGE MATERIALS LAB 8.6 SE < 2000 11 BY om Sh.lQ._01..lQ... DATE 7-23-91 PROJECT Santa Ana Heights Street hideninqs and Storm Drain [morovements TEST BORING NO. B-10 LOCATION Intersection of Mesa Drive ' SURF. EL. ~ 30 and Birch Street PENETROMETER NO. ___ _ 0 -0.35'AC/0.35' oil-treated base - - - 5' - - - - - - --- -- - - - - - - - - - --- - - - - - - - - - - - - COUNTY OF ORANGE MATERIALS LAB BY 0Evi Sh.Lof...lQ__ DATE 5-23-91 PROJECT SANTA .ANA HEIGHTS STREET wrnrnrnss MW STOR•-'. DRAIM IMPR0VE~E~TS TEST BORING NO.~B~-_7 ___ LOCATION 20361 P.cacia Street ~57 SURF. EL. __ _ PENETROMETER NO. 8' v!/CL r,,'l-_,,_ <1.o ~\o <Q°"..~s ~--------..------..-------.--- '<" DESCRIPTION MOISTURE % S04 (ppm) SE 91-0 ,,=:::µ0,35'AC with petromat/NS - - 337 -SANDY SILT 7.4 < 2000 10 - 5'- -No Ground Water - - - - - - - -- - -- - - - - - - - - - - -- - - - -- - - - - COUNTY OF ORANGE MATERIALS LAB BY fillL Sh.!l__ of....!_g__ DATE 5-22-91 PROJECT_S.c,A_N_TA_A_NA_HE_I_G_HT_S_ST_R_E_ET_vl_ID_E_N_IN_G_S _A_N_D_S_T_OR_~_. -□~_A_I _N _I_MP_R_o_v E_l'_<E_NT_S ' TEST BORING NO.-.:B::...-_8 ___ LOCATION 20282 P.cacia Street SURF. EL. ~t;J PENETROMETER NO. 8 'E/CL 91-0 - - 335 - - 5'- - --- - --- - - - - -- - - - -- - - - - - - -- - -- - - - - r,,'l-_,,_ q_ 0 ~'\O <Q"os ,---------..------..------,---, ~'<' DESCRIPTI0I-!. MOISTURE % SOa (ppm) SE 0.60'/..C/NS -- Silty Sand No Groundwater 6.9 ( 2000 12 DR. 7 (16512) Sheet ~Of 91 ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY FUSCOE ENGINEERING 16735 Von Karman, #100 Irvine, califomia 92714 Phone (714) 474-1960 FAX (714) 474-5315 -------------- .... OATE 0 ES CR IP TI 0 N REVISIONS PREPARED lMDER SUP£RYTSION OF ED KWAN MAY 1991 DATE DESIGNED DRAWN SCALE AS SHOWN MESA/BIRCH REALIGNMENT LOG OF TEST BORINGS I CHECKED DATE DRAWING NO, SHEET ----------- OF 91 NO. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. COSTA MESA SANITARY DISTRICT' CONSTRUCTION NOTES - ITEM UNIT QUANTIT' - CONSTRUCT 12'° V.C.P. SEWER L.F. 240 CONSTRUCT 8" V.C.P. SEWER -.is~ 986 ·- CONSTRUCT SEWER MANHOLE PER CMSO STD. S-100. fA. ___ __1 ------- POTHOLE SEWER LATERAL BETWEEN OLD R/W & NEW RIW. ' EA. 56 A. IF EXIST. LATERAL ELEVATION CONFLICTS WITH NEW STREET ELEV., FA. 37 LOWER LATERAL AS DIRECTED BY CMSO INSPECTOR. B. REPLACE ALL 4" LATERAL BETWEEN OLD R/W ANO NEW RIW EA SG WITH 6" VCP. -- MANlfO!. E RE#Afi'IL/7A TIOAI, REPAIR AJVL! Ca477AIG EA. 4 - ADJUST EXIST. SEWER MANHOLE TO GRADE EA. 7 CUT ANO PLUG EXIST. SEWER LINE L.S. L.S. REMOVE MANHOLE AND BACKFILL PER OGEMA REQUIREMENTS EA. 4 ------' ABANDON EXIST. 8" VCP SEWER , . . , . L.S. ----- RECHANNEL MANHOLE BOTTOM. EA. 5 -- CONNECT EXIST. 6°' SEWER LATERAL Tr NEW SEWER. ---_-. :_;j --i < V .. - RECONSTRUCT EXIST. MANHOLE. INSTALL NEW PRECAST SECTIONS. ~ < 1' COAT RAISED PORTION OF MANHOLE PER SPECS. ----_::t=_~ GENERAL NOTES I. THE SEWER SYSTEM SHALL CONFORM TO THE STAtiOARDS OF THE SOSTA MESA SANITARY DISTRICT. 2. CONT,RACTOR SHALL REQUEST INSPECTION FROM THE ilFF'CE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 1714) 631-1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM -,-IE 0/STfllCT / SHALL BE CONSIDERED UNACCEPTABLE. 4. CONTRACT:JR SHALL :JBTAIN C.M.S.D. SEWER PERMIT PR/UR TO COMMENCEMENT :JF WORK FROM THE OEPT. OF S:REETS ANO SANITATION, CITY OF COSTA MESA, 7: FAIR DRIVE. (714) 754-5323. 5. CON TRAC TOR SHALL OB TAIi: ALL NECESSARY PERMITS THAT MAY BE REQUIRED FROM THE LOCAL GOVERNING AGENCY. 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEV,"R PLAN AND C.M.S.D. STANDARD PLANS ANO SPECIF/CATIONS ON JOB S'TE AT ALL T!MES. 7. CLAY P!PE JCJ.'VTS SHALL BE :YPE "G" MECHANIC.;L COMPRESS/ON JOINTS FOR MAIN L!NE SEWER. TYPE "D" JOINTS. BAND-SEAL OR APPRO'iEO "QUAL. ARE APPROVED FOR LATERALS AND REPAIR WORK ONLY. 8. 6" LATERALS SHALL BE CONSTRUCTEO FROM THE SEWER MAIN TO EVERY LOT 9. ALL LA T':RALS SHALL BE CONSTRUCTED PRIOR TO SURFACING OF STREETS 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENG/Ni:ER'S APPROVAL. 12. PR/0.R TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S-105. 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A- 1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'. 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. 15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAIN/NG WARNING DEVICES, FLASHING ARROW BOARDS, LIGHTS AND FLAGMEN IN ACCORDANCE WITH "WORK AREA TRAFFIC CONTROL HANDBOOK" PUBLISHED BY BU/LO/NG NEWS, INC., LA TEST EDITION. PROJECT NO. 1112100-128 PLANS FOR RECONSTRUCTING MESA/BIRCH SEWER LINES IN THE UNINCORPORATED TERRITORY OF _,,, <J "-'(-.l« • _ ___!:!8MILTON AV ORANGE COUNTY. MACARTHUR GISLER 0 > ..J [l) a: 0 [l) a: <( BAKER AVE . ARLINGTON MERRIM C WAY w FAIR DR. > a: ,( w ID BLVD. RTE 4 WILSON I ~ b --~.,c...._...._ ____ _. _ _._S_T_. ~.....,,. 1> VIC ORIA w w > <( <( 'w 19th. <( w. 18tti.'.:: z HA,MILTON ST. ST. -~~ -'!'1 -"'""-' wl---F>l----"S"--T'-c. ✓ W. 16th. / / ST. LOCATION MAP ~ -AREA OF CONSTRUCT/ON DR. 7 (16512) NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL PERSONS ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELA TfONS, DIVISION OF INDUSTRIAL SAFETY ANO HEAL TH, "CONSTRUCT/ON SAFETY ORDERS." THE DISTRICT ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THESE ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTfNUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COSTA MESA SANITARY DISTRICT AND THE DISTRICT ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE COSTA MESA SANITARY DISTRICT, OR THE DISTRICT ENGINEER, THE EXISTENCE, APPROX/MA TE LOCATION ANO EXTENT OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN HEREON HAVE BEEN OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES /\'OT OF RECORD OR NOT SHOWN. IF THE CONTRACTOR, WHILE PERFORMING THE CONTRACT, DISCOVERS UTILITY FACILITIES NOT SHOWN HEREON, HE SHALL !MMEOIATEL Y NOTIFY THE DISTRICT ENGINEER !N WRITING. COSTA MESA SANITARY DISTRICT PROJECT NO. 1112100-128 MESA/BIRCH SEWER ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA I BIRCH REALIGNMENT 1-----------------'T'---------------... --------------------.,-------------------------------------------------------------------••----S-h_e_e_t_~ Of 91 REVISIONS TITLE SHEET UTILITIES: Undeground Service Alert CALL: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG NO. DATE DESCRIPTION COSTA ENGINEER: MESA SANITARY DISTRICT q/1hr R.C.E. 31720 DATE ~ ()&'9 .; 1--4--4-------11-------------~;;.i... ___ ,,~ ARK DATE DESCRIPTION PREPARED UNDER J.;;:.=L.:.:..:.;,.::1.._-=.====--lsUPEFIVISION OF ''--------- REVISIONS FIDE DATE DATE DRAWING NO. "' 0, ' <O 0 ' "' 0 D ' S1 S1 CONSTRUCT/ON NOTES CONSTRUCT 12" VCP SEWER CONSTRUCT 8" VCP SEWER CONSTRUCT SEWER MANHOLE PER CMSD STD. S-100. POTHOLE SEWER LATERAL BETWEEN OLD R/W AND NEW R/W TO DETERMINE SIZE AND ELEVATION. 240 L.F. 986 L.F. 3 EA. 56 EA. A. IF EXISTING LATERAL ELEVATION CONFLICTS WITH 37 EA. NEW STREET ELEVATION. LOWER LATERAL AS DIRECTED BY CMSD INSPECTOR. B. REPLACE ALL 4" LATERAL BETWEEN OLD R/W SG'E-4. AND NEW R/W WITH 6" VCP. MANHOLE REHABILITATION, REPAIR, AND COATING. ADJUST EXIST. SEWER MACJHOLE TO GRADE {ADJUSTMENTS TO BE MADE IN 24" ID SECTION/ CUT & PLUG EXIST. SEWER LINE ABANDON EXIST, SEWER MANHOLE (x/, REMO\ c MANHOLE AND BACKFILL PER OGEMA REQUIREMf-iiTS. ABANDON EXIST. 8" VCP SEWER. RECHANNEL MANHOLE BOTTOM, CONNECT EXIST. 6" SEWER LATERAL ro NEW SEWER, RECONSTRUCT EXIST. MANHOLE 8' KNOCKING OUT ALL BRICK TO BASE ELEVATION li·:STALL NEW PRECAST SECTIONS FROM BASE TO NEW STREF:T ELEVATION PER CMSD STD. S-100. COAT RAISED PORTION OF MANHOLE PER SPECS. (xi FRAME & COVER TO BE DELIVERED CITY CORPORATION YARD 2300 PLACENTIA AVE. COSTA MESA MESA TO: 4 EA. 7 EA. L.S. 4 EA. L D. 5 EA. 1 FA. 7 EA. 1 EA. MATCH LINE-SEE BELOW RIC"iHT _J I I13+20)-EX.SMH ORCHARD-DRIVE ~ @) I 52.29 RIM (52.29) RIM 14+86 66 :'.• ''!--·.,'i·•,"i -5 2, 9 4 R"IMo------+-----111' 155.97) RIM 146.53) INV CONTRACTOR TO PROTECT THIS LINE IN PLACE OR INSTALL TEMPORARY BY-PASS SYSTEM IF THERE IS CONFLICT IN ELEVATIONS WITH PROPOSED CRIB WALL UNTIL NEW SEWER IN MESA DRIVE IS INSTALLED. BY-PASS SYSTEM TO MEET APPROVAL OF COSTA MESA SANITARY DISTRICT INSPECTOR, r (14+15/ ~ I /1 7 {15,21"""-•-!-7 I 9_11_6_+_2 O_)_-E_X_._S_M_H ______ _ 'l:.Y 52.89 RIM 155 2) RIM (4 7.8) INV.± i-J- I I {9+94) re I l1 U) SCALE 1",100' (7 + 10/ \ (13+64/ 146.6) INV.± ... Ill Ill I! en {9+88/ [9+75I-EX.SMH 53,06 RIM S6 \+34/ (55.2) RIM [45,11 INV., z: \ \ () \ It . { 8 + 18 -• I ----lr6+77/ (6+48)-EX.SMH '1------+-'-------------------ei:;12 [6+091 r 50.28 RIM (52,1) RIM [43,9) INV., DR. 7 Sheet OVERALi. SEWER SITE Pl.AN SEE SHEETS S3 AND S4 FOR PLAN AND PROFILE (0+09)-EX.SMH (51.2)RIM (46.6) INV., BB/STOL l_5TREET I /1+05/ {1+55/ {4+89/ {6+2 I 7 ~ L ' T-1 +J_ t --L I -~- -1 iT I I I -, -, -/2+01/ __ :.... {3,241 (3+37)-EX.SMH S12 49.75 RIM (52.2IRIM /3+90/ 139,31 INV,, 4+57/ {4+92/ (6+66)-EX.SMH T-~+-----------------------1S6 52.20 RIM (52.20IRIM 1-~7,191 I44.00I INV.± ' ~-+J I I (8+69/ {9+72) {10+ 01/ (12+23/ I ,1-- -L I I {8+16/ (8-79/ () It ... • --4---_ - - .l I9+93)-EX.SMH .::,-----------------1S6 (9, 7 4) T -54.08 RIM I (53.20)RIM (45.31 INV., I 1T --J 10+44} I- I I {12+26/ MATCH LINE-SEE ABOVE LEFT 06512) ~ Of 91 -----t- ORCHARD DRIVE COSTA MESA SANITARY DISTRICT PROJECT NO. 1112100-128 MAR DATE MESA/BIRCH SEWER DESCRIPTION ORANGE COUNTY • 'NVIRONMENTAL MANAGEMENT AGENC MESA / BIRCH REALIGNMENT OVERALL SEWER SITE PLAN PREPARED UNDER 1-----'L--_.__ ______ --ISUPERVISION OF=~~----~= REVISI□MS RCE DATE DESIGNED : SCALE DATE DRAWING NO. DRAWN : .D '{:; -I ~ ----~ 1 "' -- _, ' ' STATION CU. EXC. YDS. FILL ====- II II II )) ,f ,:::::, - 0 . 0 0 I- • -c.. a: :z: -,,. I.LI ..... 1 +00 "~ I') CX) II 50' , :: I • 50' 0 I') -<O + ..,- N N 0 I I • I c; i ~-;:: ~ o<-.. ... r C:L r-KUr1LE " --" tn<D r-,... .. -,-_. + n N N l'l ~...., -"' om l'l N I{) n N f'- -=!' N n N Cf) a, N m ,~ <O I{) T <"S l'l N l 0 I{) -lO +N ..,-N I L_ C.L. OF MESA DR. 2-i 00 1.0. @ @ © @ I I I I I j -. I/ I I , 11.26 I 3+00 NEWPORT BEACH CURVE TABLE RADIUS DEFLECTION LENGTH 35.00 35.00 3595.00 3629.00 90°01'39" 86"02'04" 15"11'39" 15"11'39" 15°11'39" 54.99 52.56 953.36 962.38 971.39 'ef •• ~. / ...._lo .o " s,o.IF er" V ,-.. ._,..__ •• I 4+)0 TANGENT 35.02 32.66 479.49 484.03 488.56 ::l in ... Q_ " I{) N I{) <O -., 0 Ol I{) 0 ' ..,-N IDENTICAL --{ II ~~ 5+00 PROFILE HORIZ. 1'' =40' VERT. 1'' =4' 0 " 0 " -rill <O N ~ I ' I i V g I [' I'- / "' n N I'- T i'- <0 N _______. \ ~ 6+00 O Ol I{) " T CX) lO N .. . LI) ' " m " - - 0 , _. r---- A ---- / - 0N ~ r---I') 7 7+DO I ., --~ _., .. l - ~o --W-- 0 ... -_, :z: .. , cio :,: > m CX) I') ' - / O N I{) " ' +ex) I') ... ::i:: VJ I.LI Do " o I{) 1 / -z:=:c.L. OF MESA DR. " -r l'0 r----...... oofr:i_.,; ~ . ~~/~ ,,o.O~ ../ -· -: I- c:: 0) "' 8.J 00 9-00 . ---- -. ✓~- ~--- DR. 7 (16512) Sheet :S Of 91 1< A c, •• I - STATION EXC. CU. FILL YDS. S1 CONSTRUCTION NOTES CONSTRUCT 12" VCP SEWER CONSTRUCT 8" VCP SEWER CONSTRUCT SEWER MANHOLE PER CMSD STD. S-100. GOAT INSIDE MANHOLE PER SPECS ADJUST EXIST. SEWER MANHOLE TO GRADE /ADJUSTMENTS TO BE MADE IN 24" ID SECTION/ CUT & PLUG EXIST. SEWER LINE ABANDON EXIST. 8" VCP SEWER RECHANNEL MANHOLE BOTTOM. CONNECT EXIST. 6" SEWER LATERAL TO NEW SEWER. GOAT RAISED PORTION OF MANHOLE PER SPECS. I I I UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[J PACIFIC BELL. IT] SOUTHERN CALIFORNIA GAS CO. IT] CITY OF NEWPORT BEACH. [iJ SANTA ANA HEIGHTS WATER CO. [I] COMMUNITY CABLE. @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT 1 ? 0 1 2 3 INCHES ON ORIGINAL DRAWING 1 COSTA MESA SANITARY DISTRICT PROJECT NO. 1112100-128 MESA/BIRCH SEWER ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA I BIRCH REALIGNMENT MESA PLAN DRIVE SEWER AND PROFILE 7~ YARK DATE DESCRIPTION PREPARED UNDER SHEET SUPERVfS!ON OF : \ ~ REVISIONS RCE DATE ~h ':: DESIGNED I SCALE DA TE DRAWING NO, ~ " ® 366j,OO 1-D...cR..:.A..:.W-N, ---l~c-H-EC_K_E_D-,---4As SHO w~ ni :,,..___ 4 "' .__ _______ ___,,_iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~------------------------=ii1;::)~t..~-::;1r,t __./ '1S ~ ~~i)' ------------------------------------------------------------------------------- ~-------------------t~~------------t------------+-------------+---------------+------------- -----+----,------------+---------------+--------------------+----·--·------------+------------+-------------+----------+--+----+--------------+-----------+-----+-------------+--+----------, 1ss -----t------------------------------------------------------------------------·---------------j------------1-------------+------------·-----t----=-~-------j------------+----------i------+-------------j--·--- ~ =Iii ! ------t----+------------------j------------+-------------+--------------+------------l I---+---------------_ _J _______ ---··--------· ! ------+----'-4-'C-----+-----+---------------+-------+-------+------------f-----+·---Iii 1/) i ...j :I: f---+---------------j--------+------j------------+-----1 -----+-----+--------------+-----------+-----------·--------------j----------------i------------t-------------t----~--t-}---7-b:Ir"'-------t------------t-------+-----+-------------+----f-------- ~ -(I) • ---+--------------+-------------- c---+---------------t-------------------------------··--------------------------1---t------------j------------- --1--------C::Q -·---+---------- : ! 46 - /.0. RADIUS 35.00 3595.00 3629.00 3663.00 CURVE TABLE DEFLECTION 90'00'00" 15'11'39" 15'11'39" 15"11'39" -45 • UI LENGTH 54.98 953.36 962.38 971.39 TANGENT 35.00 479.49 484.03 I 488.56 " NEWPORT BEACH GOLF COURSE I 8+~1.83SEW I /1+03I:Ex. SMH Q 1 \~-==s=o~.0=1"-'-R=,M=--1sc, r~ / , /50.92/ RIM (44.30/ /NV. PROFILE HORIZ:1",40' VER T.:1",4' ----- 12+48.02SEW-EXIST. SMH /0+00)/(4+31)-EX. SMH S3 (55. 74/RIM/(45.77)/NV. 12+08.31SEW-SMH N0.3 ' 53.51 RIM I+\ SEE Sr :ET 15 /2+00)-EXIST. SMH ~----'-''-"--"-s'cc2::c-.9;;'-4';"-';R'"1M'7"'-"-'----IR1a , ACACIA STREET: (55.9 7 /RIM/(46.53)/NV. ' ' I f [,, i 1 r ft/,,~ . ,.; . /I I, ll I 8 / 11 ,' - -~ I ,l --: ,11,,,i _ (~ ' \\ •1 \\ ' ) -~ -,-• -\ Cf) "°" _\~ _ ___i,:' ~,,r~..i--·. -i ' I .I DR. 7 (16512) Sheet 8 Of 91 ,to 0 @ 0 ~ Cg §] [,) CONSTRUCT/ON NOTES CONSTRUCT 8" VCP SEWER CONSTRUCT SEWER MANHOLE PER CMSD, STD. S-100. GOAT INSIDE MANHOLE PER SPECS. ADJUST EXIST. SEWER MANHOLE TO GRADE {ADJUSTMENTS TO BE MADE IN 24" ID SECTION} CUT & PLUG EX/ST. SEWER LINE ABANDON EXIST. SEWER MANHOLE(,). REMOVE MANHOLE AND BACKFILL PER OGEMA REQUIREMENTS. ABANDON EXIST. 8" VCP SEWER. RECHANNEL MANHOLE BOTTOM. RECONSTRUCT EXIST. MANHOLE BY KNOCKING OUT ALL BRICK TO BASE ELEVATION. INSTALL NEW PRECAST SECT/CNS FROM BASE TO NEW STREET ELEVA T/ON PER CMSO STD. S-100. FRAME & COVER TO BE DELIVERED TO CITY CORPORATION YARD 2300 PLACENTIA AVE., COSTA MESA. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. []J PACIFIC BELL @J SOUTHERN CALIFORNIA GAS CO. ' o_ I c1TY OF NEWPORT BEACH. [ij SANTA ANA HEIGHTS WATER CO. [£J COMMUNITY CABLE. [TI METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT 1 ? 0 1 2 3 INCHES ON ORIGINAL DRAWING COSTA MESA SANITARY DISTRICT PROJECT NO. 1112100-128 MESA/BIRCH SEWER ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCl MESA I BIRCH REALIGNMENT ', .1 / / / / _..,..,.,.,._ Jl(O " I 107" I fl' lllP / I I • ASSIX.MD C()ICll(l[ -,,,we PAO 111111 'lltM!f(lll(t ----,,. -yDOORS (f 1aMA1 nlfJ41 a.Iollt#ICI 'IOll) 4lllt .. U( ....... 'ID. SMlA ANA. (AI.J'QIINA 9210t aoalS PIIIIIClS. 111C 14211 S,lflt ICIII.WKl A'I( FOOMM.CMI ~ Ullm' WU.T CD JOlaOIDI.OCJ Al( rcwr ... cu-autll.!I "'"" WilS.:M:oalDAT,Dl:1"5, l -(IIIIOl.flPillDlOI[ l':IHB .. ~it r ~,a· JIISMQ.tll(AT IIG11bf (I PIIIO l/4" • CJUKO Ml(I. t». ~I[ IMS( 11· 1.NS,ffi.11 • 2 IUC(S AP11 C:O'l(R ■lH ~1.1, ,uo Ill.T'S ~ l'.lfl[R~ l!IOl~·•s· 115.1.ull IT tusllJD •':./r X r ctMl0..J(I SIW ----v_,._ ........ (,om.) 6' X 8' SLAB-BOX DETAIL "A" R[T,INING WALL QEAR"'C[S f(»l Sl.'8 BOX 'ft I _i_ ...... UST Of' MATERIALS [EDISON CO.) ''"" root09t ~o,,Mn O't OIXl'0•,mot• --· rellof""1C• 1'I \Q 00 11-. "01 d,elo,led, -MpOrOt• O..C,,pt-, l•I 1'h.s 1,11 pr°"'°'" o -.vno<y ot m<ip-,1em1 I Al n:RN, TE I CJD CONCRETE PRODUCTS QUAN l)Nl O[SCRIPlJCWII SIZE. lf[W NO UGS-200 Pre-co,1 COl"crele •!em complete ..-,th nee ► :o,,..,... ond ,nw-rts may be obto,ned trom ,;rov of lhe to11ow1r1g 11s!ed ond opproveo monuloi;.1ureres 1 (Ii(], HN()H(l[ 1T• 30°1 24° rtt-4 uCS-200 6 [~ IRAff'K: CO\{fi: JO°DA I IJGS-621 ~ EACH LAOOf.Jt AS REOJIR£D ucs-742 1 8 [AOi S.P \(NT 10• UCS-753 WI' [AO, \{ttT PIP(. 10-C.A VGS 758 BRO()l(S PR00VCT5, INC 4~!, Utile John St Soldwln ~ork Col,1 91706 Phone {714) 551-:5500 (20) 44:5-:5019 J TIUTY VAUl T CO 106~, H,e,,,,1,~(~ Ay,e. fonlona. Col,! 92:5:5~ ?tior,~ (711) J~-267~ ,· "'" NEW P'J~t: # 42684S8E (xrll•"'9 st,vc\urff st>o,m on ll\,s dl'ow,..,g co,1t0or1 ..-.erq,z...:i coble and l'Qutpmer'\l Enterll"l<,i slruc- •ure 0< t>reciking tl'lru wolt to be done ONl Y under supefvsslOfl oi [d~ Co peoonn~ ~ :YIST /\ • PULL BOX X-5123152 ; -« ,_,.,,..""" --1'~X:..=.:c~.-,~3'----'-'~CU~S-T.::_:: ____________ , , (11(.\1() ~ Fl(Cdl[D tllTOaPI [x_ 1-4• £NDIQMt COIOJIT {.'(11-,.CTOI: TO ll9l(l OJT COICU1 J.1 £.-al (Cl w.u. ,.c, iKO.l ry IO!l [A'iCllll)ll IICOl.-n INTERCEPT EX.1-4" (ENERGIZED) "TH PULL BOX X-5454689 2' X 3' TRAfFIC-INTERC[PT Pll£CAS1 Cl)O{l( PIA.L BOX llilH ll(P R(C[SS[S ,2·x J' OIi 2·-&·, 4 OR )'X s·, A '.Slfn 8' Cll'f'(IK:Lo\0 , 1[ lL GRO..Nll 11(][), .,lf:hl REllJIR£n 1~ rl.llt4(SIO , 1N.Sl,t1UH 8T CIJHRAClCJ! ?\.AC[ llX rtl t,· Cf 314' STMIWtO IIGlll tUll!{DI LN..ESS OHCR'JISC ~Clr\£n 2'l )'-)" 21l2'X 4'-)l/?' 1• ~•-4< BCD [Y CM)(D IIOC~ 1 IYP{ (I" ..IIINl MY 1/W~ ',/JTH '6W.HiCTLl1( RE:r u:.s-?to TR(NCH INSTALLED GR()UN()IN(; AT POlE RISCR I ' I I i I' ·I " ; I ; I I /\ / \....... (I 1-4· {!IJO'I MT I ~ //' / ~8* ~ / l-5ll9 TO ~-MIi PLAN SHC•Wl~JG PRl)POSED lcE:CTR r JNGERGROUND LAYOUT cc,ro 5'<:,MER NSTALLATION THIS PLAN APPROVED AS TO LO(A T,ON A"<D TYPE OF ELECTRIC SUBSTRUCTURES Address ___________________ _ 1'elephone D ... q /Rev Date ii I' ~ i Re, I Re, ' I CHANGES iN THESE PLANS Wll.L REQUIRE AN ADDI Tr ON AL 4 TO 6 WEE> S AND CUSTOMER WILL BE CHARGED IN ADVANCE FOR RE0UESTED CHANGES ' I i [XIST SLAB BOX I I -~ ..:,,-.....,.,.,,,-- ' ' , I I : 1- 1 • I I r_..., "'"'"' _ _; __ ,, __ -01:NS-'"' .... ~ , _""' P-512 3 I 53 CU'ST PULL BOX No X-5454688 J • )' PRKWY s· COMM r--+--1 5' J 900' I 'orAl<NING :I-( [l(AVAT[J! IIJST I#[ ,lil.l ~l[P<; ,o{([S~T !0 AVOID :'.'O!TACT \JllH 1.tH(e(,i(UiD fA(JLPU .M)Cl-1 tu.T lil'f:'ll. IN IJUJ!T 10 I'(~ CJ/ IWW:l TC rA(:ILlTl['i IN 11( ol!R[A. 11-C INVICAl[D LOCA'l00 tJ" EDIS!> IMDC~D frt£1Llfl[~ .0.S Pf!INIDl:D. M!l BELl[V(D 10 11C ACClllAT(. l>(]Wl..-[~ H-C flM [ll(RMIIM11{1'4 C1 [)(,-CT ux:ATl~S NtD lt< COS! 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DUCT W(o\SIJR(W[hl1S 5[[ UGS-10 r(:ll: ,.ONT ((),!SmVCTle't4 REOUIR(W[NlS Phone (714) 973-5660 UNO(~ SERVlct: Al.ER! 1-800-422-4133 " Col USA/SC r or Uf411'9'0l.lnd Loc-olrof 2 lk■'til\Q 0o,t lei~• 'f'ou l)lljl CONTRACTOR--·--------- :N':.Pl ~ r er- ;>~([ A~ T[lo' DR, 7 (16512) Sheet &. Of 91 "t1 ~_ of 91 ,. "°I ,,,,,. NO ,, _ 1106 CV, 11 NO I ''" C1D 1) M(l ~i · [CISQN -..i. ,>,((!Pl c,.(J,lll!A(l(II MSl.ciu.lil flloCIJT(S ii I 11 ''"------I""' • I"""° ,.._,o __ ;a,cl'..><II, __ ._(IO() 1 "5500,oltO•o 1 CK f -,"!'(Ft H', l M.1..1. 1lCII Cl Qa / GlfT1CII AICl 'I ('Sf~l ~ PflllilM(Nl i,_,a_ 1111[..\Silt(ll()lf", ~ CEP~ / lCOTOI ~ r...c-.nu ... IIAO( '' ' ' ',I BY u:i<;Of IISf't(IOt'S f"ll('M flUII. OJIII / 1)-.fll'(R H'>IAU.1.TIOI (jf lll#IS (J' a>f:N 1MN01 l$t P01liCI.£ cOCA!lCNS lloS [('l[llllaEJ !l;T Tit: EtlfSCII IN'if'(CTCI! 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EOISON C(Jlt,#IMY .... , NO 0(R-060-1 I I I HANDHOLE No HH-690A (CONCRETE) ... ,, $NT f 1 ...,. condr.ttls ar• ptdutd uf1 o, 1'11.,C<ll)tt,O. «w1t1oe1or to lftOftOJ• GNI mt• ~ ,,._ lrom 1•mnal to ,...,ono1 HANDHOLE No HH-690B (COIICRET[) I I / l 5" 7 .lJ5' v-NOlOJICll •10 t.t..(:W') I J" * 8 8' K-... 10 P-411( 115(11 PfW UCS-111 / ~--"' s\ • • -<,. ~- / ~ • NEW POLE # 4268489E VAULT No. V-5454694 5'x 10·-5•• 7' PRKWY W/ 30· TRm-tC CO>!:R W/2-10" SP >l:NTS PULL BOX No. X-5454695 2'-6•x 4' PRKWY PAD No. P-5454693 48"X ~4" \ \ \ [._,,tin9 1tructurn shown on lh,s Orowing ,:onto.-. ,t111r912.c, cobl• ond e,q,.upmiMI Ent ... ,ng struc- lure or breolun9 thru wall to be dot'I• ONLY under Su~vtSIOtl of [d1soo Co personnel EXIST SLAB BOX P-5369665 NO SlZE [X.1-•· \ CONSTRUCT RETAJNlNG WALL \ (Y HIGH) SEE DETAIL ••• \ \ 2 J" * \ l6 271)' w--lt,I IO(LP-tl6 2 J" * 37 122' nP-IM l'O •-- 20292 l J" * 35 1;· I •---ft) -"91£ NEW POLE 4268491[ I PULL BOX No. X-5454692 l 4• * J' • • 5 160' ". "'---....__ V-110 IO ►- ·•. -•~ -.....,_ C •t C STA. 14 ... UO 1111:iA DI NT CA $1A Gl+OD.m> 11:MlA S l 4• *. 10 1S2' NEW POLE # 4268490£ ,, ,, ..... ··, ~ '> . . ~ ' .. ' VAULT No. V-545469/ an C,'l STA. 17+2U:I' aot ST, NT C/\ STA.. Sl+OD. IIHA Ill 5'x 10' -6"1 7' PRl<WY w/ 30" TRAfflC CO-.t:R NO -.t:NTS l 5" CCMM I 5" 9 '.,40' V-MIO TO 'f'-491 PULL BOX No. X-5454 714 2'-6"• ,4' PRKWY r 0 ~ ~ I ' \ 1 ,· * 4 10· '11-NOTOfA .... -I - I_\ ·1 C ·-cc,_._J .. \ \· I I • -·. ----~- \ \ -~!- \ \ -,· ~ ' ~ l J" * 18 60" ,. 1 ,.. j t : I I 2 1,· * ( 14 SIi' x-n• IO w 14--MIA IOC# I I I I I I I ~ t I': ' \-I \ \ l J" * 22 6' •-112 lO C# 2 ,· * ~~­ ~--~· / ' / / / 2 .-* ll 10· 20381 / //// 29 ..,_ ... TO Cl# 1 ,· * 2 ,· * 24 302' 1-112 'JO \1--414 20371 I 4" * 21 8]' lf-"'2A TO CJ# 1 •• * 26 ;· M-ff,U. 'JOC# 1 J" * 20 ;· HANDHOLE No. HH-692A 14-fnA TO U, r-,,7 * 1 ~-COMM , 1 s· l 4" ~ 193' P-441£ TO Y-69! ~ '"- 4_ro 8.C.(19.J'J "' ... ' NEW POLE # 4268489£ --------/.-------------- (COHCR[T[) 21 20354 l 4" * ;· ---"""' 34 l 4" * 5' 20302 20306 <ffl* 32 6T H--t14110 ,-,u: HANDHOLE No. HH-694A (COIICR£T[) SHEET 2 OF 4 • HANDHOLE No. HH-6948 13•, 24", 24" (COIICRET[) DR. 7 Cl65I2) Sheet 'i'=!f. 0£ 91 '1g DISTRICT- rr~~ ORANGE COAST BIRCH fi/?.l'.l'i/Jl.l'SA 1J/?I//E' (NE'W<J!T 11:AC>t) 0 7 VAULT No. V-5454706 5'x 10'-6•x 7' PRKWY W/ 30• TRAfflC COVER NO VENTS EXIST SLAB BOX 6' X 6' P-5337171 2 •• *~ 54 305 11-897 TO 1/-706 \ SLAB BOX No. P-5454698 a as lfll<UE> ~tx.•-•·DCNKD~ corllUCTCJI t0 MG 01' <Xlll&ll AT [ACM OCI WILL ,_ .a.f (JI IOl. INTERCEPT EX 4-4" (ENERGIZED) •11t PULL BOX No. X-5454699 TRAfflC-INTERCEPT CUST 0-0 VAULT No. V-5454697 5'• 10'-6•x 7' PRKWY W/ 30" lRAfflC COVER W/2-10° S.P VENTS 6'x 8' M NEW POLE ', P~__,,_#_4_26_8_49_2_E ___________________ _ 1 •• * « 175' V-8t7 TO P-492[ 0 PULL BOX No. X 5454696 PRk:WY 1 ,· * 41 T X-696 TO c» 1 • M[WO 'Stfb I 37 SHT f 2 a 1/ I I ~ (~ x-696 TO H-696A •· ~ * @.C.u H-69'6A TO CAP 5 •• * 49 18' P-698 TO x-~ . ,· * 48 ll' P-6te TO X-lt9 1 •• * 47 125' ~v-:O: .. i11°1105"'pp'._ijg,oio---.---./;:__ _____ 3 7 _,' ..,.,, ' .,. : /4 \ /,//·~;/ ,~ v.' I ,, ,, '' , ' . ·. /_ I / I 1 •f * 1 )" * X-696 TO CIS' / / / ' ' 1 ,· * 55 r 11-706 TO Clil ~ '-... ", •• ', ' ' r,;, ? ,.,,, ~-,, 1 •• * 61 50· X-707 TO EX. X-762 2 •' * 59 118' V-70II TO X-707 ,.,., ' ~ £, 1 J" * H-6'7110 CAP 1 •• * 62 4-06' ' ' / / _, ~ 1 ,· * 50 193' v-697 ro H-&978 1 r * 51 5· H-6979 TO CW ,..,, /D.t..lC.' 2 •• * 16 9J' 1/-706 TO ti-7015A 1 r * 57 5· H-?O&A 1'0 CM' 1 J" * 5J 75' H-8971 TO CJi' HANDHOLE No. HH-697B HANDHOLE No. HH-697A a ' J" * 45 175' \/-697 TO H-697A I q* GGu V-597 TO P--49){ 1~ (CONCRl:TE) NEW POLE # 4268493[ No. HH-696A (CONCRETE) 1 J" * 158 5' H-706A 10 OP [ristinq structures sho-n on 1hos drawing contoin ..,,...g,:«I <obi• anci e,quipm.,., [Merng struc - !Ut'e Of ~eol<,ng ll'lru .all to De don• ONLY i.;ndl>r tupel',q,on of [diaon Co c,e,90l"lne4 EXIST. PULL BOX X-5107762 2' X J' X )' PKWY REP\.AC£ OET COVER ' J" * 60 5' x-707 TO C/IJl PULL BOX No. X-5454707 2' -6", 4' PRKWY HANOHOLE No. HH-706A ..., __ •UICO'T [l_ 4-4" DGICIZ[D 00IIU1' COf1IM:1Clt ,0 -0¥1 COIIIU1 A1 UOIENlaL •-.i: Of n. INTERCEPT EX. 5-4" (ENERGIZED) •TH PULL BOX No. X-5454705 PRKWY -INTERCl:PT DR. 7 Sheet (16512) ~ Of 91 SHEET 3 OF _:.__ (CONCRl:lE) DISTRICT-ORANGE COAST 4 i Bl.RC.. ST.R.l'.l'T/¥.l'SA IJH/11.l' (NEFalT 8(~) ~----------------------------------~---------------------------------------------------------------·-----.....,;L.:S::ou.=;lh:::er:.:,;n California Edison Compan owe. NO. OCR-060-1 IS 12- \, C PULL BOX No. X-5454710 J'• 5' PRkWY ~-- 1 J" * 66 5' V-709 TO CAP I l" * PULL BOX No. X-5454 709 65 5' V-709 TO CJil> PRKWY ili I MEMO ! "I( R1Jj I 62 ~r I J 2 ,· * 64 1)6' x-708 TO l-709 * . i 1.-708 TO [~ P-1C1 VAULT No. V-5454713 5'i, t0'-6•1 7' PRt<WY W/ 30" TRAfflC COll'ER W/2-10" SP ll'ENTS £•ial"'9 stn.1cturn lhown on this <W°o-'l-Q conto.-. ene,9,ad' cable ona equ~t Ent«tn9 slruc- hu• or bl"Nltin9 tl'll'u .c:ill to be GOn• ONL 'r Lll"ldef super'"'sion ol [IMOJI Co pet"sonnlll EXIST SLAB BOX P-5191310 6' X 8' 2 ,· * 67 116' X-709 X-710 / / /4. 1/ \, / '-... \ \ ' ' i ... * 68 2t x-710 TO (x_P-J10 ' I ~* . X-711 TO CAP ~. ' \ '· . PULL BOX -' j .... \ \ I 4" * 69 15' X-110 10 C'1> \ \ ,, .} J, /', ~ \ / / ',. ' , , ,, _, / '' /;/ NEW POLE # 4262348E ,// -,,::. / r -' ,~~::;-_:-.::.· _,::_:._•. :~- .. "' -~~. -. -~ . / 1 l" * 76 58' ¥-71J TO H-71:lA •· l ,. * 74 140' 1 ,· * 75 r ' ~\ ,, ~ ~* x-710 TO x-712 \_Tzl.-1 * GGu X-711 TO X-712 \ V-713 TO X-712 \ PULL BOX No X-5454 711 2'-6"• 4' PRKWY v-713 TO CJP 1 r * 7l 75' x-712 lO P-346£ ~ "[It I.IGS-16(1 NEW POLE # 4262346E I l" * 78 55' H-713.li TO P-l47E llr.itlt POI u;s-161 [il.l* @[ml v-713 TO P-'.;3<-;,7(-----t .. ( 95ll l'U1 UCS-111 (4/tl K 1t0') •I> IC / NEW POLE # 4262347E HANDHOLE No HH-713A (Cet<CRHE) PULL BOX No. X-5454712 PRKWY SHEET DR. J Sheet 4 (16512) ~ Of 91 OF 4 Southern Colifornio Edison Com on :_,-a, , Sout11.,.,., C~•forn,o (dilioll I SCALE 1 • • -~,, ·~ of 91 DISTRICT-, ORANGE COAST fl/J?CJI i--!ri--=-, Y?EET/JIESA /JJ?/YF (Ht:IFQH B£Mli) owe NO. OCR-060-1 ~ -' ~ . ' ~ --~ l ' 'd\SI.Q..+- it)/ q / ~-~)~~ [RAHS. VALJL'!"~.H S'x16'x9"4 W/ 3(f C.L COl/£R NO vENTS ~o lXl0£R SE£ !)[TolJL 1, Sn1.1 _I ~ ~ ,EX t'}1~3,:,.2 --' '.' ~, '/ / • . ', / ·;~-EX ,._.-(184-"l C'J'.,l ( '• ·, ',. /; ' ·.~ ~ " •• ". < '. '-~ / ,,, ~ . ~--"· I VAULT 4§114 L/W L/E N N s CD© ©CD (l) ® ' @11) (J) ® ® (j) © © ® , ® ® ® s ••~. ---~ .. ,', I • I •. • • . • ~ /~ ,, " ··~ ~. ·.' ·~- "" "-:~ > :;;~ ~ -,...>:,."' ~ • ' ·. ~ "'-. ~ ',~· .-,~ ,_ ~ ·-•.· ·~ ,, ',, 'i • : -·'~ • ' • ::/:~ -~ ';;.' :~ , : '~-.. ::"-.~ '~ •• ·: ·~ ·:~-,_ • ,. • • ' ruill TO ML l6Ts: ** ~ W/ 1-4/0 BC TRA~S ~ ~~~-: ·, :":._·-_ : .: ___ . -- ••• ✓ /__.--. .L'> '~:-~-~ • • ~. • ~-• -~~ - SECTION 'A-A" SECTION "8-8" DETAIL 1 SEE DWG. 5155728-8 FOR CONSTRUCTION DETAILS UNOERCROUNO SERVIC£ ALERT 1-800-422-4133 COi VSAr::e r o: Undet'9'"ounc:I Locoliin? 2 °W(.1111.~ Ooyt. S.fote-You DiQ ""'"''" I"· .. ~ SCAL['. 1 .. • --~n DR, 7 (16512) Sheet ~ Of 91 ~\ ~of91 RfV -\ RELOCATED MA!N RUN 10 39· OFT CE:-HEI\ LINE "fl::> I ENGINl:.u< ' SMliH 294(\3 '4305 4'i50 I Esnw.c<JR :_. Al"IJ..MS 52427 b. -•-· """" "' I cro il NO l.lETRO I /S f\'..lft(MIAN l' MT. SK!:KH NC I P[lt100 · " J THOU~S 9ROS. PG INVEMT()fi!Y 11AP NVWl>Cl~'S J 88:J El 33-HA 'l\.lj i vf<f.; NO l "SSOCl"T[[) W(l Ml.TO~ I [ill"J**/ ~ W/ 1-•/0 8C TRANS. 1""'5 V.M.!Li ~ 8'K16"K9',4 W/ 30" C I COYER NO VENTS NO Wlll[R 5£[ D[T,IJL I, SHT 2 s ,,. ' ... • !y . >-"•,';' .:.·~-. • I • I _/ I VAULT 48115 L/W N L/E N CD © ROll NORTH © I CD <I> @ \ucrs ocwN ® Q) CT>®\(®® © ) © @ @ @ @ . . ' I . '-...., s --'--~ SECTION "A-A" SECTION "B-B" DETAIL 1 SEE DWG. 5155728-8 FOR CONSTRUCTION DETAILS ~ TO~ CilIJ** ~ W/ 1-4/0 ,ar, 'TRANS. / ~'.\. . -,,. ~ . ; ~-. " .},_ / ~-/ / \ I I \ $4+65.08 MESA DR. 1+00.00 0ll?CH 51 / I I \ I ' I ' ' i I ' ' \~ ;o \ (i /> \~ \~' / "' 20462 ' ~ ~ ' ' / // _,..c:;tF Sov1r.ern O:olifom,o EdiSOf' I SCALE· , ,. • -~o __ n [K ,_,.. \/,4;'> /;✓-!/ .• 20302 DR. 7 06512) Sheet@: Of 91 SHEET 2 or 2 :.~ 20292 ' ' ~ 81.of 91 METRO i/S J/l'SA lJ.R//1£ (IOPCIH BCACH) t I I f IRVINE II f z 0 f-u =i Cl:'. f- (.fl 10+69.03 6IECR Ut (_'.) w er:, I 9+36,27 BCR 8+95.96 JOIN EX. C & G. 8+51.54 PRC AVENUE I G) • // /I I I il:i u I ~ "" II I [:; It'.: - r PLACE 135' 2 -4" DUCT TYPE------- PLACE 707' 2 -4" DUCT TYPE------- A6ANDON EXISTING BURIED CABLE >- (]) <( ,< 0 y ll:'. z <( w o_ (9 ll:'. "' ci u (J) (J) m (J) _J 0 0 " [Y [Y s::! [Y 0) 0 CD l()C-"' ~ 01.()t.C/ " <tN~ + .,,. w "' ~O~cj ·W • <'l [Y lO ~ "' r-st 0-. + . ~U) ~ + _J NW NCL 133.45' i125· I 45.18' 8.12' I I "E" I\ -0 3 "' <:') "" --= Q'. =i:1I u I w I I i 0 0 y 0 ll:'. <( 0 Q_ + n I ">I-I n, 0) st " " (L + 0 z w -Ejf1 I ci ' (J) "' "' _J N 0 -0 "' "" "' " 0 (L <( ~ 0 w ::e Qi w [Y 85.75' -- - - ~ 0 0 <I) OJ + n u m MESA 2 CURVE DATA 6 R L A 90" 00' 00" 12.50' 19.63' B 28" 21' 27" 12.50' 6.19' C 5· 22· 53" 3591.00' 337.28' 16" 08' 56" 25,00' 7.05' -16' 22' 20" 25.00' 7.14' ~ O' 09' 28" 3593.00' 9.89' G 3· 43' 25" 3591.00' 233.38' C DRIVE T 3.16' 168.76' 3.55' 3.60' 4.95' 116.73' :i 3' (D i£ u zo -o ;;, + (D OJ 114-465 CONSTRUCTION NOTES I. MINIMUM COVER FOR STRUCTURE 30" BELOW GUTTER FLOWLINE. 2. ALL SUBSTRUCTURE INFORMATION sµowN WAS TAKEN FROM RECORDS AVAILABLE AND IS APROXIMA TE. VERIFY. LOCATE, AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL• U.G. SERVICE ALERT I (800) 422-4133 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE wm-l CAL TRANS MANUAL OF TRAFFIC CONTROLS AND WA reµ MANUAL. \ \ \ M. B. ANDRE\lvS 666-5712 UG.DESIGN ENGR. CONTRACT ENGR. ExcµANGE ENGR. SUBWAY INSPECTOR CASC ENGINEERING GROUP, INC. SEG. T.G.M. MAP SCALE COMMENCE0 ___ 19 COMPLETED DATE l-17-97 REVISIONS DR. 7 Sheet 06512) ~Of 91 Df. D, L, SCAMNACI 666-5718 K. REED 669-2234 1434-7654 889-DI ROUTE I LE(l9l I" C 40' sµEET 136. C. D, ___ 19 RECONCILED ___ _ PACIFIC BELL EXCµANGE• IRVINE C. 0. AREA• AIRPORT INSPECT E ACQUIRE -- ROUTINE D/l.TE OFFICE FIELC1 -·-- PREPARED CHECKED APPROVED APPROVED D\/VG LC(39)I56IR ' -D\1\/G, , OF aof91 'i'3 1 C I PROTECT BURIED CABLE IN PLACE I R/W I I -:fl l3Jr'!B I R/W A 'O J_ I BUR CA ABANDON -- ' ' I I -. j I I I I ____ _12±00--- -- I I I C I I I 2 13+00 --; -- I I I I MESA I I I u w I I -- I ~ I I _J_ H -11-+--------J I I f-w w w Ci I f-> If) D' I 0-1 3\-1 w DRIVE 2 q 0 "' a) I + :! ±. I CURVE I', R A r 31• og" 3591.00' f--32' 48' 21" 12.50' C 3' 44' 57" 3591.00' D 5· 43' 55" 100.00· f-15' 12' 13" 100.00' f-2.3' 08' 46" 50.00' G 19" 47' 12" 50.00' f-3' 11' 36" 562.00' I 32' 31' 12" 12.50' J 2' 39' 34" 562.00' 32' 30' 41" 12.50' 13' 55' 31" 562.00' " 15' 12· 19" 217.00' ' 34" 06' 09" 12.50' 0 90' 00' 00" 25.00' I I I _J _J <( s [Il [t' u -'T D + z <D w - DATA L T 95.21' 47.61' 7.16' 3.68' 234.98' 117.53' 10.00' 5.01' 26.54' 13.35' 20.20' 10.24' 17.27' 8.72' 31.32' 15.67' 7.09' 3.65' 26.09' 13.05' 7.09' 3.64' 136.59' 68.63' 57.59' 28.96' 7.44' 3.83' 39.27' 114-465 CONSTRUCTION NOTES SEE DRAWING " I \ \ UG.DESIGN ENGR. CONTRACT ENGR. EXCHANGE ENGR. SUBWAY INSPECTOR SEG. T.G.M. MAP SCALE COMMENCE0 ___ 19 COMPLETED DATE 3-17-97 REVISIONS DR. 7 (16512) Sheet ~ Of 91 G) @ ])f. PLACE 105' 2 -4" DUCT TYPE ______ _ 812' CLSR. -CLSR. PLACE 388' 3 -4" DUCT TYPE ______ _ PLACE 223' I -4" DUCT TYPE ______ _ 561' CLSR. -POLE PLACE 221 • 2 -4" DUCT TYPE ______ _ 650' CLSR. -CLSR. PLACE 41' 2 -4" DUCT + 41' I -2" DUCT TYPE ______ _ PLACE 33. I -2" DUCT TYPE ______ _ 74' CLSR. -CAP PLACE 147' I -4" DUCT TYPE ______ _ PLACE 135' 2 -4" DUCT TYPE ______ _ ABAND. EXIST. BURIED CABLE M B. ANDREWS 666-5712 CASC ENGINEERING GRC'UP, INC. D. L. SCAMNACI 666-5718 K REED 669-2234 1434-7654 889-DI ROUTE I LECl9) !" C 40' SHEET I3B, C, D ___ 19 RECONCILED ___ _ PACIFIC BELL EXCHANGE, IRVINE C. 0. AREA, AIRPORT INSPECT f, ACQUIRE ROUTINE DATE OFFICE FIELD PREPARED CHECKED APPROVED APPROVED D W G LC(39)I56IR DWG. 2 OF 30' 1----rft---.µ~~c......._j 11 0 w 1i1 "' wr "' °' >w co -w 11 [Y"' + Or " 11 ' '° q (f) I ' (f) I 11 WO :;; Q: 11 en co 11 Qo OJO 0 i>d s,0 vi "'.±. r: I P•426849O-E 2+56.97 PL. CAD 12 CL5R. 2+47.48 BC CONDUIT \20462\ MESA (D @ PLACE 40' 2 -4" DUCT TYPE------- 448' CLSR. -CLSR. PLACE 7' I -2" DUCT TYPE------ 280' CLSR. -CAP PLACE 247' 2 -4" DUCT + I -2" DUCT TYPE------- PLACE 62' I -4" DUCT TYPE------- 88' POLE -CLSR. PLACE 3· 3 -4" DUCT + I -2" DUCT TYPE------- PLACE 23' 4 -4" DUCT + I -2" DUCT TYPE ______ _ CF I I @ ® PLACE 227' 3 -4" DUCT TYPE------- PLACE 8' I -4" DUCT TYPE ______ _ 235' CLSR. -POLE PLACE 159' 2 -4" DUCT TYPE------- 478' CLSR. -CLSR. PLACE 8' I -4" DUCT TYPE------- 100' CLSR. -CLSR. PLACE 92' 3 -4" DUCT TYPE------- PLACE 115' I -4" DUCT TYPE ______ _ 138' CLSR. -CLSR. 8+00 EP 16 59+00 PLACE 59' I -2" DUCT TYPE------ PLACE 10' I -2" DUCT TYPE------ PLACE 8' TRENCl-1 FEET OF I BURIED CABLE ABANDON EXISTING BURIED CABI_E r---N 60 00 0 o N "' CURB Q -r-----:R/W CONSTRUCTION NOTES SEE DRAWING " I CURVE DATA 6 R L T f 32° 51' 36" 12.50' 7.17' 3.69' -55' 25' 22" 226.00' 218.61' 118.71' go• oo· oo" 12.50' 19,63' 89' 59' 58" 21.00' 32,99' 21.00' ~ I 1' 28' 42" 50,00' 10.02' 5.03' ~ 23' 04' 26" 12.50' 5.03' 2.55' go· oo· oo" 25.00' 39.27' ~ 5' 40° 20· 96.00' 9.50' 4,76' I 30" 14' 43" 12.50' 6,60' 3,38' M. B. ANDREWS 666-5712 CASC ENGINEERING GROUP, INC. DRIVE UG.DESIGN ENGR. CONTRACT ENGR. EXCl-1ANGE ENGR. SUBWAY INSPECTOR D. L. SCAMNACI 666-5718 114-465 SEG. T.G.M. MAP SCALE K. REED 1434-7654 889-DI ROUTE I LECl9) I" • 40' 669-2234 Sl-1EET 130 C0MMENCE0 ___ 19 COMPLETED ___ 19 RECONCILED ___ _ DATE REVISIONS 3-17-97 PACIFIC BELL EXCl-1ANGE• IRVINE C. 0. AREA• AIRPORT INSPECT c ACQUIRE ROUTINE DATE OFFICE PREPARED CHECKED APPROVED APPROVED D W G LC(39)1561R DWG. 3 OF DR. 7 (16512) Sheet ~Of 91 FIELD J>f. 1 LJl.'S I ~N .. Q .. ,.\- '!)c;/q I t---5:t~, ... "::> @ ~ ~ @ @> @ @ -------- q ----s - , , , , K -,, ' , , , , 'P ' , , , , / , , , , I 20412 PLACE 12' 4 -4" DUCT TYPE PLACE 53' 2 -4' DUCT TYPE 65' PICKUP -CLSR. PLACE 48' I -4' DUCT TYPE 48' CLSR -POLE PLACE 82' 2 -4" DUCT TYPE 158' CLSR -CLSR PLACE 7' 4 -4" DUCT TYPE PLACE 22' 2 -4" DUCT TYPE 161' CLSR -CLSR PLACE 81' I -4" DUCT TYPE 81' CLSR -POLE -ro n 0 N I I ~ TELCO ONLY 1 t~---;::--' ' Oo ---. ---. --------------- 20402 20392 ® PLACE 20' 2 -4' DUCT TYPE 230' CLSR -CLSR @ PLACE 9' 4 -4" DUCT TYPE @ PLACE 7' I -2' DUCT TYPE @ PLACE 7' I -2" DUCT TYPE @ PLACE 20' 2 -4' DUCT TYPE 158' CLSR. -CLSR. @ ABANDON 2 -4· DUCT '91 ' ' ---"--------....__ -......_ ~ '-........12• ~ --~-........._ ~ --J ...___.....____ 'l ~ -I-.._ ~ i-~ --~-= '- :,..., ~----......---.. -- 16 2JO -J 'F f::1t/ 15 Q' U) (j ,__ n 0 N BIRCH (D PLACE 82' I -4' DUCT TYPE ______ _ 324' CLSR. -CLSR. PLACE 75' I -4" DUCT + I -2" DUCT TYPE ______ _ PLACE 4' I -2" DUCT TYPE ______ _ 99· CLSR -CAP PLACE 20' 2 -4" DUCT + I -2" DUCT TYPE ______ _ PLACE 14' I -2" DUCT TYPE ______ _ f- 's 0 U'l n 0 N (') " ® PLACE 84' I -4" DUCT TYPE 104' CLSR. -CLSR. (J) PLACE Ill' I -2" DUCT TYPE @ PLACE 26' I -2" DUCT TYPE ® PLACE 26' I -2' DUCT TYPE © PLACE 82' I -2' DUCT TYPE © PLACE 42' I -4· DUCT + TYPE oi 00 <D n " + " ""-"LL..:LL..'LN C ~ ,.-: P•93l793-E u w • f-'5 0 I -2" DUCT " " ' 4" -- <D 2;:w (j) 8 @I :=J ~ N Q_ O[[ N ~I u) N:::J n ·Q 0 ~:::i u 1-0 N + . N UlLU C'J _, N c-,Q_ N ~ ~ mww oJ u >-n <'J ;;di'i s 0 "\L N •u i() 1---_J '!-NZ Q_ N [l_ @ @ @ @ @ @ PLACE 7' I -2" DUCT TYPE 56' CLSR. -R/W PLACE 140' I -4" DUCT TYPE 302' CLSR. -CLSR. PLACE 85' I -4" DUCT TYPE 205' CLSR. -CLSR. PLACE 10' I -2' DUCT TYPE PLACE 7' I -2" DUCT TYPE PLACE 32' TYPE 2 -4" DUCT N I 8 11 "' I \ ® PLACE 4' I -2" DUCT TYPE 92' CLSR. -CAP @ PLACE 71' 2 -4" DUCT + I -2" DUCT TYPE © PLACE 17' 2 -4" DUCT + 2 -2' DUCT TYPE @ PLACE 13' I -2' DUCT TYPE 30' CLSR. -R/W @ PLACE 7' I -2" DUCT TYPE @ PLACE 68' 2 -4" DUCT TYPE 80' CLSR. -CLSR. CONSTRUCTION NOTES SEE DRAWING " I CURVE DATA 6 R L T 6" 51' 36" 100.00' 11.97' 5.99' 4· 47' 20" 100.00' 8.36' 4.18' C 3· 41' 04'' 561.00' 36.08' 18.04' 5· 10' 39" 562.00' 50.78' 28.22' -17' 25' 01" 25.00' 7.60' 3.83' 19' 00' 23" 25.00' 8.29' 4.19' 88' 45' 30" 12.50' 19.36' 12.23' a· 48' 07" 564.00' 7.89' 3.95' I r 45' 10" 564.00' 17.25' 8.63' J 49' 42' 54" 12.50' 10.85' 5.79' 32' 31' 12" 12.50' 7.09' 3.65' 40' 34' 35" 12.50' 8.85' 4.62' l'v 32' 04' 42" 12.50' 7.00' 3.59' 57' 21' 52'' 12.50' 12.51' 6.84' 93" 44' 06" 12.50' 20.45' 13.34' 30" 13 '46" 80.00' 42.21' 21.61' 89' 52' 19" 12.50' 19.61' 12.47' 70' 24' 59" 3.00' 3.69' 2.12' s 33' 12' 32" 12.50' 7.25' 3.73' T 30' 50' 00" 12.50' 6.73' 3.45' 32' 51' 36" 12.50' 7.17' 3.69' V 88' 45' 11" 12.50' 19.36' 12.23' 22· 28' 31" 50.00' 19.61' 9.93' 26' 41' 00" 50.00' 23.29' 11.86' 2' 47' 30" 571.00' 27.82' 13.91' 79' 30' 40" 3.00' 4.16' 2.50' a 64' 28' 18" 12.50' 14.07' 7.88' I I -•-•=--WE:~•---1 l--==--__,,_-~.~----~= -~~~w ,I 4 • 4 b 31" 02' 27" 12.50' 6.77' 3.47' C 38' 22' 18" 12.50' 8.37' 4.35' 125'1 . i 34.26' f-C, C, ~ a)" w .,m 0 :z~ 'tlL I (0-. lL ro~ ,},U oo ,__ <.0-NW +u I . Q_ N ffi 81 ::i 68' l(lc[ PA426849I-E -tp \½ll2 (I) ::j~ (I) oo::' I~ .z ~IN Na ~~ oi2 ,1,1[1_ N dllL N3 N:::J 0 >-o U):::J \ \L /CJ Q_ + _j 1-u 0 -WW ~Q_ Q_ \1'2 N 0-!0>-_ww (X] C, s 0!0>- l[l_ clW <'l C, s + I-. -OW "'z _j + I-. N_Q_ :BzO: STREET -CURB N a, N 0 N 114-465 LO It (_I) 0 z 0 s ;'.: <( N [I,: 0 w w (j) d e f g i j k n 0 q r s UG.DE5IGN ENGR. CONTRACT ENGR. EXCI-IANGE ENGR. 40" 35' 32" 85" 22' 33" 3' 09' 51" s· 06' 35" go· oo' oo" 63' 53' 46" 18' 59· 35" o· 33' 04" 46' 32' 58" 14' 17' 16" 3' 17' 51" 70" 39' 38" 4· 05' 05" 6' 45' 11" 3' 16' 21" SUBWAY INSPECTOR 5EG. T.GM. MAP SCALE COMMENCED ___ 19 COMPLETED DATE REVISIONS J-17-97 DR, 7 ClGs12 s 12.50' 12.50' 617.00' 100.00' 12.50' 12.50' 12.50' 562.00' 3.00' 562.00' 562.00' 3.00' 638.00' 638.00' 562.00' 8.86' 4.62' 18.63' 11.53' 34.07' 17.04' 14.15' 7.09' 19.63' 12.50' 5.03' 2.55' 4.14' 2.09' 5.41' 2.70' 2.44' 1.29' 140.15' 70.44' 32.34' 16.18' 3.70' 2.13' 45.48' 22.75' 75.20' 37.64' 32.10' 16.05' M. 8. ANDREWS 666-5712 CA5C ENGINEERING GROUP. INC. D. L. SCAMNACI 666-5718 K. REED 669-2234 1434-7654 889-DI SI-IEET 33O5A I" -40' ___ 19 RECONCILED ___ _ PACIFIC BELL EXCI-IANGE• IRVINE . C. 0. AREA• AIRPORT INSPECT f; ACQUIRE ROUTINE DATE OFFICE FIELD PREPARED CHECKED APPROVED APPROVED D W G LC(39)I56IR DWG 4 OF .Qf 91 ~'° ~~ ilD (q/ ~-"~"'.:>-g-~ Ji C C - ~ G C I J K (D PLACE 79' I -2" DUCT TYPE _____ _ @ PLACE 14' I -4" DUCT TYPE _____ _ PLACE 32' I -4" DUCT <@ PLACE 10' I -4" DUCT TYPE TYPE ® CONSTRUCTION NOTES (i; PLACE 9' 4 -4' DUCT TYPE _____ _ 295' M~ 3228 -UP 1252, VERIFY 298' VVALL - M CLSR. (i;; PLACE 14' I -4" DUCT TYPE _____ _ 61' VVALL -CLSR. 123' WALL -CLSR. PLACE 8' I -2" DUCT @ PLACE 8' I -2" DUCT TYPE TYPE SEE DRAWING " I G) PLACE 7' I -2" DUCT (J) PLACE 82' 2 -4" DUCT TYPE------I98' VVALL -POLE PLACE 7' I -2" DUCT @ PLACE 107' 3 -4" DUCT TYPE _____ _ @ PLACE 9' I -2" DUCT TYPE _____ _ @ PLACE 29' 3 -4" DUCT TYPE _____ _ TYPE TYPE PLACE 89' 2 -4" DUCT @ PLACE 23' I -4" DUCT TYPE TYPE PLACE 25' I -4" DUCT ® PLACE 3' 2 -4" DUCT @ PLACE 10' 2 -4" DUCT TYPE _____ _ 258' VVALL -CLSR. @ PLACE 7' I -2" DUCT TYPE _____ _ ORCHARD DRIVE TYPE TYPE @ PLACE 8' I -2' DUCT ® PLACE 60' I -4" DUCT TYPE _____ _ l'--- N 0 N 1/35·! .~ 135' \ /~ 11+14.60 / INTERCEPT I DU. ' I ' "E" --i----+--20~ PL. WYE COUPLING . I.@ I I 0 ~ ,__ II Au 11+05.oo "' , J ~ V"' ~ 1 1 21' U s:-, c___::___ P04268492-E~"' • l' I 5'\ ;J;I ow 9 I u>-10+95.40 "' L·1 -I I er:ou I I o__J ,, , ~ u INTERCEPT I DU. j (.l)I U ;,; m I o PL. WYE COUPLING I ,--a n j ~~ ~ ~ ~ ~+-i: " 11 33· 11 I : ~ I I I s9~ ~ I ~x r-:. llJ co QJ<:t NW;:, 1 N ?02102 I I If) 4,9~ 1 60.34' 1/ 1 132.25' , . ., . Ip-• • 29+81.85 BIROa I xo TYPE 285' VVALL -CLSR. PLACE 25' I -4" DUCT TYPE ______ _ 9 • 2_4• PC •91 / K' /· , i,Y 28_5• , •. . lu+Ou.uo OROaARD A }w °' ,,,, ,,,.--(i) ' -~~_/ )::_ ' I V I ' • ~...l---'D =-=-=--=11"-,. . " . 4 ~ 1.,.__ . ----'----"' .-----+--_.______1--4-__ I _/ --E"•r <I " • -"""'T /> .• ~ .• ~_..i.._ 'i"". ~ . ......_.f..;.._ ~ -r.c· '::.. ·--•:a:;:::;~ .--. ~~R/W ~ -i· d .• -· • -..,__~--' /f' • ---I\"~ =--7 ~. --r --~ j g; @I ~ I"@ 202' 1-4" PC '91 j 59' 1-4" PC '9I----.ll "E" , -0 1---CURE rn --------~----------A-----------#'-,----------IO"W---------______ jl_ ___________ ~22'-,i-.Ll,2, -------0 'j!_ --- - - -j----- - - --- - --#'~-- - - - - - - - - -;, -,__ ➔ -1-- - - - - - - - -2" G-- - - - - - _,,,__ =t.r - - -ct~--- - - - - - cl, st s ~ ______ l ______ -t_ --~/-_;-~25'?--iPC91--,;7 ----t[u ____ -s·w -t ABAND.IDUCT-_..,-7 21-~ 68'6-ld"'f'C'9I -tN40-37'46"E 18 ?:0 19 1_hol_____ • n ~ ~ 80' 3-4" PC 1'91 --\ 28+00 //in@01 ice 105•29+00 ,#" '-30+~0 ~-,-57' 1841" PC '91 31 +00 ~1 ®-----.__ ~ @-;f '.2 i---I v---<0)"" ~N-33+00116'-~1 '.2 r " C 34t1f~ 6~4" PC '91 ~-t--1---<l:-L-, O 140' 4-4" PC [11,1 re "--:':.' ~ <90'J 9-4" PC •o.,P '1' ~ i2El> Cl09'J 12-4· PC ·91 .L I', N / ~ """""--.' -• II 1 1 6 \ w w If) SD ' ff =• :2Q'2-4" PQ_"OJ .# /'---...'/ C) 7' = I · ~ , (4'\ PICK UP 2 CA""'ED DUCT .;_ ~~,<13) 2-4" PC '91 ;;; L / ~ A)'.2 '-.__ l57' 4-4• PC '91 • ~ , ,; ----5> st 0 CURVE DATA 6 R L 32" 51' 36" 12.50' 7.17" 23° 04' 26" 12.50' 5.03" go· oo· oo" 12.50' 19.64' 50' 12' 29" 12.50' 10.95' 29' 12' 22" 12.50' 6.37' 22" 39' 13" 12.50' 4.94' 40' 32' 09'' 12.50' 8.84' ST 36' 24" 12.50' 19.11' 14" 04' 20" 50.00' 12.28' 13" 41' 08" 52.83' 12.62' so· 35' s1" 12.50' 11.04' BIRCH T 3.69' 255' 5.86' 3.26' 2.50' 4.62' 11.99' 6.17' 6.34' 5.91' Mi.j 3228 TO P•4268493E ~ @00 TO CLSR, AT 28+47.18~100---To Pn4268492E ®00 O® TO CLSR AT 25+23.68---QOO---TO CLSR AT 26+5071 PICK UP CAPPED2>° DUCT AT 25+98.65 S/W WALL LOOK S/W 9\ f--. -. u u [ll __J 0 u 0 I "' bi lil - N N -0 f-co " + cCj ~ "' (L N -I -"' w <D 0 0 01 .,. . isl -N N " 'D 0 + . oJ 01 -''[ + ~ N 0) CC) 0) STREET Mi.j 3228 000 000 @00---To CLSR AT 31+79.25 TO Mi.j 3229 JOIN AT 33•86.71 ~------------TO CLSR AT 33+ 7 4.21 INTERCEPT AT 32+30.82 EXTEND ----Q CJ V--TO CLSR AT 32+43.27 TO CLSR AT 33•79.00 000 ®00 N/E WALL LOOK NIE I N I en -0 N 114-4-05 R 7 (16512) D ' 91 Sheet y_,of @ '° n @ <D (D .,. z <D s a, + <1 .,. n Ci( 0 w w If) UG.DESIGN ENGR. CONTRACT ENGR, EXCI-IANGE ENGR. SUBVVA Y INSPECTOR SEG. T.G.M. MAP SCALE PLACE II' I -4" DUCT TYPE _____ _ REMOVE 6' 2 -4" PC '91 '--------' 4X PM C~G. c==l4C PM 7' 2 -4" PC '91 T0c==l4C PM 7' I -4" PC '91 T0c==l4C PM 7' I -4" PC '91 c==l4X PM 7' I -4" PC '91 ABANDON 7' OF I PC '91 C~G. c==l4C PM 20' 2 -4" PC '91 T0c==l4C PM 20 I -4" PC '91 TOc==l4C PM 20' I -4" PC '91 c==l4X PM 20' I -4" PC '91 ABANDON 20' OF I PC '91 REMOVE 6' 2-4" PC '91 '--------' 4X PM PLACE 20' 2 -4" DUCT TYPE-,--,----,----230' CLSR -CLSR M. B. ANDREWS CASC ENGINEERING GROUP. NC. D, L. SCAMNACI K, REED 1434-7654 889-DI 3305. 3305A I"· 40' 666-5718 669-2234 COMMENCED ___ l 9_COMP;...ETED ___ 19 RECONCILED ___ _ DATE REVISIONS PACIFIC BELL 3-17-97 EXCI-IANGE, IRVINE C. 0. AREA• AIRPORT INSPECT c ACQUIRE ROUTINE DATE OFFICE FIELD PREPARED CHECKED APPROVED APPROVED D W G LC(39)I56IR DWG. 5 OF •ot91 o/ LJl,S ~+ e71er I ~-~-83"3-~ (D PLACE 9· I -4" DUCT TYPE 84' WALL -CL5R. (j) PLACE 8' I -2" DUCT TYPE ® PLACE 12' I -2" DUCT TYPE @ PLACE 14' I -4" DUCT TYPE ® PLACE 100' I -2" DUCT TYPE @ PLACE 20' I -4" DUCT TYPE 170' CL5R. -CL5R. 0 PLACE 20' I -4" DUCT TYPE @ PLACE 12' 2 -4" DUCT TYPE ® PLACE 20' I -4" DUCT TYPE 112' CLSR, -CLSR. LO tt N ""' 0 N <KY ([) g 0 PLACE 20' I -4" DUCT TYPE ______ _ PLACE 10' 2 -4" DUCT TYPE ______ _ PLACE 20' I -4" DUCT TYPE ______ _ 192' CLSR. -CLSR. PLACE 20' I -4" DUCT TYPE ______ _ 130' WALL -CLSR. PLACE 10' 2 -4" DUCT TYPE ______ _ PLACE 9' 2 -4" DUCT TYPE ______ _ 42' CLSR. -WALL PLACE 7' I -2" DUCT TYPE ______ _ PLACE 8' I -2" DUCT TYPE ______ _ PLACE 34' I -4" DUCT TYPE ______ _ 190' WALL -CLSR. DELETED PLACE 91' I -4" DUCT TYPE-,--,----,-------91' CL5R. -POLE DELETED ABAND 201' 2 -4" PC '84 c=) 4X PM REM 6' 2 -4" PC '84 c=) 4X PM REM. 6' I -4" PC '84 c=J 4X PM ABAND 81' I -4" PC '84 c=J 4X PM REM 6' I -4" PC '91 c=) 4X PM BIRCH MH 3229 000 CAP AT 37+4815 --Q O 0 TO CLSR'S AT 37•41.50, 35•84.29,--Q~ 35•08.96 At-D 33+74.21 ~ TO Ml-1 3228 INT, AT 33+86.71 0 0 0 000 00@ S/W WALL LOOK 5/W REM 13' I -4" + I -2" PC '91 c=) @ ABAND. 13' I -2" PC 4X PM ABANDON EXISTING BURIED CABLE c=) 4X PM <§ ABAND, 23' I -2" PC c=) 4X PM l'-0 0 N ' ' <D 0 0 N . . . CURB I l:LLLLL.LLL.LLL ,:_ -,, , ' ' ' . . . CJ) 0 0 N CUST DU. 132.40" r- ::J 0 20062 ,- 0 [l_ st w -0 '°CY NW + I-Oz " - MH 3229 TO CLSR AT 39+03.88 --Q O 0 ci . IJ),- _j (/) I 03 Ne, a) :i:lw I~ -> <') ".lo + Q_j_j st [L()._ ci (/) _j 0 2' I- + o· st o:' TO CLSR AT 40+36.28 --Q O ()--TO CLSR AT 39+03.29 . C ' • . • . E • ' ; ·1 F 4 _..,_/-REM, EXIST. CLSR. INTERCEPT I DUCT DETAIL "A" 5CALE 1· • 10' ;'\ _j <i' r-w 0 w w IJ) -Ptt1680632E REM. EXIST CLSR. 176.85' -.--- ----,-- ' __ .__ ..... ....., 263.14" "E" Pu4262346-E STREET 0 0 ()--INTERCEPT AT 40+25.40 EXTEND TO CLSR AT 40•39.14 CelG C:) 4C PM 25' 6 -4" DU. '91 TO C:) 4C PM 25' 5 -4" DU. '91 TO C=::) 4C PM 25' I -4" DU. '91 C=::) 4X PM 25' I -4" OU, '91 ABANDON 25' I -4" PC '91 CelG C=::) 4C PM 25' 6 -4" DU. '91 TO C=::) 4C PM 25' 5 -4" DU. '91 TO C=::) 4C PM 25' I -4" OU, '91 C:) 4X PM 25' I -4" DU. '91 '91 '91 000 000 @00 N/E WALL LOOK NIE ABANDON 25' I -4" PC '91 Ce-JG C=::) 4C PM 25' 6 -4" OU. '91 TO C=::) 4C PM 25' 5 -4" OU. '91 TO C=:J 4C PM 25' I -4" DU. '91 C=::) 4X PM 25' I -4" OU. '91 ABANDON 25' I -4" PC '91 CelG C=::) 4C PM 36' 7 -4" OU. '91 TO C=:J 4C PM 36' 6 -4" DU, '91 TO C=::) 4C PM 36' I -4" DU. '91 C=::) 4X PM 36" I -4" OU. '91 ABANDON 36' I -4" PC '91 @ ABANO. II' I -2" PC '91 c=) 4X PM @ ABANO. 13' I -4" PC '91 c=) 4X PM ® RM. 6' I -4" PC '91 c=) 4X PM 114-465 • CONSTRUCTION NOTES 5EE DRAWING " I BRISTOL STREET N 0 0 OJ "' (J) -, 0 r UG.DESIGN ENGR. CONTRACT ENGR. EXCelANGE ENGR. SUBWAY INSPECTOR SEG. T.G.M. MAP SCALE ' ' + ' ' COMMENCED ___ 19 COMPLETED DATE REVISIONS 3-17-97 91 DR, 7 (16512) Sheet 0£ CURVE DATA to, R L T "['. 63' 53' 46" 12.50' 13.94' 7.80" 90' 00' 00" 12.50" 19.64" 12.50" 32' 51' 36" 12.50" 7.17' 3.64' D 75' 42' 36" 3.00' 3.96" 2.33" -2r 24' oo· 12.50" 4.67" 2.36" -g• 18' 48" 12.50" 2.03" 1.02· 4' 46' 49" 6.00' 0.50' 0.25' 22' 30' 21" 12.50' 4.91" 2.49" I 40' 32' 41'" 12.50' 8.84" 4.62' J 95" 40' 41" 12.50" 20.87" 13.80" K 47' 09' 23" 12.50" 10.29" 5.46' 43+02.28 BIRCI-I STREET M. B. ANDREWS 666-5712 CA5C ENGINEERING GROUP, INC. D. L. SCAMNACI 666-5718 K. REED 669-2234 1434-7654 889-DI 3305, 3303 I" • 40' ___ 19 RECONCILED ___ _ PACIFIC BELL EX CI-IANGE • IRVINE C. 0. AREA• AIRPORT INSPECT E ACQUIRE ROUTINE DATE OFFICE FIELD PREPARED CHECKED APPROVED APPROVED D W G LC(39)156IR DWG. 6 OF. Qf 91 ~~ pi."ut.-ct~ ,,,. ' ~~ ~ SYM DFSCR,PTION DC:SCRl 0 TION ! SYM DicSCC:IPTIO~I f IB~R [G__>_Qj] @ HEADl,NlJ [] POWlR SUPPLY ---(1_ 7 WAY SPLITTFR OPTICAi TRANSMl"'.TIR ---------- ~ ~ 0:, <i'~ ~ ~C) C---, J SYM30L l1IATRIL__B_OX 101>1 ACTIVE OPTICAL RECEIVER /NODE INf-'J'I FOOT,\GF NAME ,-.,---~-", DESIGN ~A-\tP102 I 1000' PAD OPTICAL HUB C'sEO's·-----zm FORWAR_D/"' PLUG DESC.~IPTIOl'-1 1 •• CA8I_E .8?5 CABLE -----1--------+ -~ 3-WAY SPL -TFR Q I.OCA TlO'l / c HI/Low Ill Low 1 22.llPto.ol 2 4·,1,0, _. OLJTrUT _ _ _ 75'"' -~A;:., c:- svtv1 0 X ff\ \ <f'CJ-' / \ .._J_.., / TEL. Fl8cR TRLJ\I'< , FllDlR DESCRIPTION 0'1LY POLE POWER ONLY PCiL::: ! QTY ' SYlv1 -;;) - -If- FIBER TRUflK FEEDER ----------------------- DESCRIPTION QTY. ?OLE TO --io_E GUY OVE_RH Et,C GUY • HCT TAP /LEG I POWER iNSERTC:R '--4--·. ■ ___Cj_ ----I _fff'_/1 Ii OPTICi\! CABI_F: ------1------f---------I ... DIRECTIONAL COLPI_ER vu --""' NUMRFR OF FIBER NPUT-~ ~~==~~ ' 0 -~~~ FREQ's ~ 24.91 lo 14 42 0 T FREQ's l-------------t-----:-----:1--------,,---.--,----- ® --[)~ TRLNK AMCCLIF!ER -l ,~owER BLOCK t-----::c-----i------------i---~ .... .,~,cc,", ~''" l-----+--------t-----+----------1 CJ 2 P CRT TAP _____..__~ ~ BR,DGER Al1!PI IFIER --> -ERMINATION O 4 PCRT T_A_P_____ ~ '"' -----i----=-~~~-~-X ~ '_INC: C::C)l,A_IZER (\ 8 :cop·I-TAP ~ ~ V \ _ _/ :,pncAL SPLJC£ L0CA11::Ns (Box) rus10~ SPLICE +-LINE FXTENCU-i HIAow ( C,4, 0/ 0 I PAD 12 0 1 --... HI/Low OUTFU~/ J 34.0i 4 \ EQ 16 O N INPUT T .-FREQ' F~EQ's 1,.------"REvrnsl 18~>-s F:Q_,--, 4C -...........~□ES'GN 1---------------1 PLLJG--lns PS# PS101\ i'HRU FR[Q's / PAD '..POWC:R ".S NM,1E PLUG--lns IJIRC:CTOR 625 CABLE 500 CABLE 412 CAB:_::: 54FO \__HBCR COUST RG6 CABLE ------r---=-- FIBER OPTIC : JOINT USE POLE ©-f X 'f ,NSION I\R f;I -- IZ TRANSFORMER POLE ➔ EX. I\.NCf-'0'< & GUY (T or P) :) STFFL POLE --. S.DEWA.LK ./\NCH. & GUY - ~ i SL.l\::K SPAN --( Pl_ CA.TV ANCH. & GLY - SYM 1> w w -----DP. COl11. ~ GOIF COURSF FIBER TRUl1K FEcCrn ' 0 13ER TRUflK ,EEDER ------------------- ------------------------------------------------------- I OESCRlc'' ION QTY. JESCRIFT ON o~v. RISER SIN CLE Fl1MIL Y OH. UNITS VA.ULT SII\GLE FAM'! Y uc; UNITS TOT/\L STRAJJD I PEDESTAL IOTAL TRENCH 6995' LOCK BOX -- ---·---. MDU UI\ ITS 1~COMCAST ~ ~ I 0 25' ..:,--.' "" ----- CITY l!EWPCJl,T BEACH DROP POLE 0'1LY l~DU Oh. FTC --COlvlMERCII\L UNITS MOU UG. .:-Tc; MESA/BIRCH l)t.. DESCRIPTIC1N DESCRIPTION SYfv1 FIBER sn.rno~ MATRIX BOX SYM sv1~ DESCRl~TION 1]5If3] W]:>] DC:SCRIPTION AC IIVE ,NPUT @ □ --(I OP-ICA_ OPTICAL NAMt c-ooTACE -----1'' CADLE HEADC:~ID POV1/EP SJPCOlY 2 -WAY SPLi'-1::1~ TRM.SMITTE.R RECEIVE~/1~00[ Dl:SIGI\ 'AMF102 1000' PAD FREQ's --~ PLUG .875 CABLE I-----.· OPTIC~L 1-Ua '\ ;gg FORWl'.f3_D-/' ----a= 'IOT TAP /LEG • F'OWlR NSERIC:R 3-W/',Y SPLITll-R \_J LOCATION HI/ _c;,w I 22 7 PAD 2 _4-7.0 ~ HI/L:Jl'i • INPUT ou-PUT ---/~O CABLE _____JMJ_j__ OPllCAL C/>.8_E N 24.9 EQ 4 4'iO T FREQ's --y--"J 'i,•177-i Nl;~•BEK or FIBER FREQ'5 -I'>-,. DIR~CTIONAL COUPLER HI/Low :J 34 0 0 PAD -~? I HI/Low -----625 CAB_E TRUNK AMPLl,"IE:R ' ."OWER B~OCK ◄2\VAY ►,*::◄:iwtiY ~ 34 0 _4 16.0 N iMPUT 7,-OL TPJT rn i/ 0 FREQ's 1li FRl:::G's - - - 500 CABLE : 2 PORT TAF' .,,.j,.,, -RSVC:RSE EQ "'-..,DESIGN =[:E ~'"' BRIDGER AMP! IFIER -3 -ER~;IINA c-lOt\ :iLUG-lns PS# PS10l THFW FREO's 4-12 CAB:_E ~ PORT TAP PAD PJW:CR ~·~ z PS. NMv':C: PLUG-ns DIRECTOR RG5 CABLE +-LINE c XTENDE:R <t> c.lNI::: EQUALIZER C) 8 PORT TAP -MFO Fl3::~ OPTIC Cf'il-~AL 5PJCE LOCAllQNS (BOX) FUSION 3PLICE \_FlErn COUNT I 2" \ ' SYM DlSCRIPTION 0 T[L ONI_Y POLE X °C1\NER ONLY POLC: ® JOINT USE ,'OU: [g] TRANSfCRfJiFR I_; OLE :J STEEL PCJI __ E (-\ S~ACK SPAN FTFDER '\, ~ ~~ O'Y. SYi·,,1 D[SCRIPTiON + DCJL [ TO POLE GUY -ff-OVERHEAD GUY ®--FXTE,NSION ARM ➔ E:.X M,JCHOR & GUY rT \ or • SIDE:.WAc_K ANCH & GUY <( PL Ct.TV i,NCh & GJV p ', \ QTY SYM D[SCRIPTICN QTY DESCR'PTION ~ RISER SINGLE FAMI' Y OH. IT: VAULT SINGL~ FAlvllLY UG. TOTAL STRAND [J5J PEDESTAL IOTA.L lRENCH -----LOCK BOX Ii DU '.JNI IS OF . DROP POLE ONLY MDU 011. FTG COM. COMM ERCI Al_ UNITS 1,; D," lj(;_ FTG DR. 7 (1 Sh 6512) eet~t,Ot91 QTY. U,NITS UNITS COMCAST 0 --MESA/BIRCH REV. DATE. 2/28/97 OIL 1 CITY· NEWrJORT 8Ei,CH ,--,a,.... '1.0 aoF 91 r (" • 1 RJflK 1 FEEDER 1 TRUNK 1 FEEDER SYM C[SCRIPTION SYM DESCR PTION SYM DESCRIPTION Fl3ER SYMBOi 10.~ TRIX BCX ll>CVI lcm>I DESCRIPTION /!,CIIVE. IN:oUT @ □ -Q__ OPTICAL OPTICAL NAMC:" FOOTAGE -----1" CABLE 1--'lADEND POW[R SUPPLY 2-WAV SPLITTER TRANSMITITR J1ECEl\'rR/flO)E DESIGN AMP102 1000' PAD FRfQ's PLUG .8 I':, CAclLE ii2 / -----a ~, OPTIC/IL IIUB FOR\'/A.R 3-\IVA v SPLITTER \ ' LOCATION HI/I-ow ~OT IAP /LlG • POW[R I \JSER-:-ER \, _ _I HI/Low 1 22. / PAD 2' 47.0 ~ • iNPUT OUTPUT ---750 CAGLE ,-._ ----v!P---OPTICI-.L CAB_!:: FREQ's \/ 24.9 co 4 42.0 T FREO's --v-Dll,ECTIONAL COUPLER WI 17, ~IUfABER OF FIBE~ '.) Jt.. 0 0 PAD v-~~ HI/Low 12.0 , I II/Low -----625 C/\BLE TRUNK AMPLl~IER PCW[R BU)Cc< ►-e:◄J'l/•IY OUTPUT ~ 3L Q L rn 76.0 " IN:oL,T 0 2 \'/1\Y FREQ's ,~c, FREQ's - - -500 CABLE 2 PORT TAP ......, REVERS':: ¼ EQ,..... ·--..._DESIGN '{::E ~ __.~"'' Pl ur; -In~ PS# PS101 \ THRL; FKEQ's 412 CABLE BRIDG~R AJ.;IPLIFIER -ERM N1\TION □ 4 PORl IAP POWER POD ~·~ X PS, NAM~ PLUG-Ins DIRECTOR RG6 CI\BLE -► I .. INF EXTENDER <D LINl EQUA_IZER 0 8 PORT TAP -5FO OPT<GA_ SPLJCE LOCATIONS (BOX) ;iJSICN SPLICE \ __ "IBER COUNT F!BER OP-IC 1 TRUNK I fTFlll R (~ 1 TRUNI( 1 FEEDER /21?\ \340/ -------------------------------------------- SYM DESCPl?TION QTY SYM JFSCRt~TtON o:y SY~,~ DESCRIPTION -®-C) I -EL. :JNI Y POI F + POU_ re, POL[ GUY R SER -, X I POWER ONLY POL::: -ff-OVERHE.1\0 c;uv 3J VAULT ' ' 09 ,JOINT JSE PO'-E ©-lXT::.N Si ON ARM IT] PEDESTAi [5<J TR.!\NSFORMER POLE ➔ EX. MICHOR & GUY (-or P) -----LOCK BOX 0 STEEL POLE • SIDF-:WA._K .ANCH. & GUY OP_ DROP POLE ONLY (""" SLACI< SPAN ----( PL. Cfa. T\l A.NCH. & GJY COlvl. COMMERCIAL UNITS ------------------------------------------------------ CHY. JESCRIPT;ON QTY. SINGLE F /\~~IL Y OH. UNi-S SINGLE FAf-lllL Y UG. UNITS COMCAST TClA.L SIR/I.NJ TCTA.L TRENCH 6995' --------~----· ---------------------- lviDU UNITS 1,~ou OH. FTG l-11 D L: UG. FTG MESA/BIRCH 1 DR. 7 (16591( Sheet ~,.Of 91 '\ I 0 25' -- REV. DAE. 2/28/97 CITY: NEWPORT BEAC'-1