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Home My WebLink AboutR_5712_SLOS ANGELES COUNTY GARDE GROVE 'ESn.tlNS ER FO N AIN VALLEY D !ND[CATES AREA SHO\'/N ON LOCA HON MAP ORANGE COUNTY NEWPORT BEACH ORANGE RIVERSIDE COUNTY l CLEVELAND ~ ~DD JESKA \ NATIONAL ----- ' I ' ' FOREST LAGU~A [)EACH 0 c~ 4 1' VICINITY MAP N.T.S LOCATION MAP N.T.S SAN DIEGO COUNTY ORANGE COUNTY ORANGE COUNTY PUBL~C FAC~L~T~ES AND RESOURCES DEPARTMENT SANTA ANA, CALIFORNIA JOHN W. SIBLEY, DIRECTOR PLANS FOR CONSTRUCTION OF MESA DRIVE / BIRCH STREET FROM ~RV~NE AVENUE TO so □ BR~STOL STREET MARCH 1997 FUNDED BY:ORANGE COUNTY DEVELOPMENT AGENCY BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATIONS G.P.S. NO. APPROVALS FILE NO. SAH-185 WORK ORDER NO. 1101 I APPROVED, ~ er v1 .t,,v,.. ~ ,,,,..,t I 1 -.z. 7 -1 f' DATE SANTA ANA HEIGHTS WATER COMPANY APPROVALS APPROVED: DATE CITY OF NEWPORT BEACH ,. 6169 AND G.P.S. NO. 6158, BEING N 40° 37' 42" E. PUBLIC FACILITIES AND RESOURCES DEPARTMENT . _,_. '. ·. • ;.e·' ' . ,._,.:;, ,'.'· • . \-'(:};io. :-~•_'.t>. ··: 'i <'.-: ·.,:c, .. ·, ,,:J•Jt-'i? ;· ': ,_ "i"' ••• --" , . , , ~-.... ·.•:,/ .. • ,' SUBMITTED: ///L,,!J,CV.j w. z.. -z.t.f-') 7 MICHAEL w. COSTELLO RCE;.'~~//)24°. ;•. DATE /,·; •• , : ,, -··)-r· --:, • ; : ,:: • f"/, ... ~,4.\ f, f1;.,:· ,_.,"'! J ;~( .. /PJ/:>} ··\~\i\\ r--,, !~r-;{>· ;'.r1, 3C::?i:' (, -];_·.;~ J60r..,<l___, \ ... I . '~-"l·OO .' ,.c ., ·.: .• '-~\ ',.rp. --~ --; ., / RECOMMENDED: ., ;~, r.,,, /,'.'./'2.-2--t-~-, ACTING MANAGER, PF&RD -DE:SlGN, , ,,''" DATE ". ': . ··:·.---- I .L/ z ~-~,-/?7 /,,// >=-, ,:,. ,"?.,'°Z--t:?..-,t/\._ --APPROVED: , ( J CHIEF ENGINEER DATE • / DEVIATIONS FROM OGEMA STANDARDS I.SIDEWALK WIDTH VARIES 9'TO 6'. 2.ROAD WIDTH 68' CURB TO CURB INSTEAD OF 64' (MODIFIED SECONDARY HIGHWAY) 3.DESIGN SPEED 40MPH ST A.2+50 TO 7+50, 16+60.45 TO 24+43.59 45MPH·STA.7+75 TO 16+60 4.0. 751/. LONGITUDINAL GRADE ST A. 29+50 TO 32+00 (LESS THAN 11/.l 5.200' VERTICAL CURVES ST A. 27+50 TO 29+50,32+00 TO 34+00 AND 37+00 TO 43+00. (LESS THAN· 400' REQUIRED) BENCH MARK: # CM-21-71 IN THE SOUTHEAST PART OF THE INTERSECTION OF MESA DRIVE AND CYPRESS STREET; 27 FEET SOUTHEAST OF THE CENTERLINE OF CYPRESS, 21.2 FEET SOUTH-WEST OF THE CENTERLINE OF MESA, 27 FEET SOUTH-EAST OF THE CENTERLINE 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 LINE WITH GUY WIRES FROM A POWER POLE (NUMBER 1788402El, IN A CONCRETE POST, LEVEL WITH THE GROUND, WITNESSED BY A METAL 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 VALID. DIG ALERT IDENTIFICATION NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO ST ART OF CONSTRUCTION. ;r SHEET 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17-21 22-24 25-29 30-32 33 34-41 41A 42-50 51-68 59-71 72-75 76-79 80-81 82-87 88-90 UTILITY OWNER INDEX OF SHEETS DESCRIPTION TITLE SHEET CONSTRUCTION NOTES AND LEGENDS TYPICAL SECTIONS MESA DRIVE -ST A. 1+00 TO 9+00 MESA DRIVE -STA. 9+00 TO 16+60.44 BIRCH STREET -STA. !6+60,44 TO 24+43.68 BIRCH STREET -STA. 24+43.58 TO 31+00 BIRCH STREET -ST A.31+00 TO 37+00 BIRCH STREET -STA.37+00 TO 43+02.28 SUPERELEVA TION DETAILS MESA DR. (EAST OF BIRCH) - STA.51+00 TO 56+80. BIRCH ST. CUL-DE SAC -STA.1+00 TO 3+15 ::; 2 cJ :;: : : 2 R ; W-2 t ::; :;: R 3 E :;: S :;: ; , . ~::::; :;: 2 c; S 2:::.:::.;;;.. N. A. P. INTERSECTION PLAN. IRVINE/MESA & BIRCH/BRISTOL . INTERSECTION PLAN ACACIA/MESA INTERSECTION PLAN ORCHARD/BIRCH DRIVEWAY CROSS SECTIONS CRIB WALL PLAN AND PROFILE STORM DRAIN PLANS RCB CUL VERT EXTENSION N.A.P. WATER LINE PLANS DETOUR PLAN TRAFFIC SIGNAL PLANS, TRAFFIC SIGNING & STRIPING PLANS CROSS SECTIONS-MESA DRIVE, BIRCH STREET. MESA DR. (RES.l, BIRCH ST. CULDESAC, S. BRISTOL ST. LOG OF TEST BORINGS COSTA MESA SANITARY DISTRICT SEWER LINE SOUTHERN CALIFORNIA EDISON DISTRIBUTION SOUTHERN CALIFORNIA EDISON TRANSMISSION PACIFIC BELL COMCAST CABLE PHONE NO. CONTACT SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (714) 895-0245 (714) 555-5718 (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 COSTA MESA SANITARY DISTRICT NO. DESCRIPTION (714) 545-1050 (714) 631-1291 (714) 285-2056 (213) 250-6000 (714) 531-1731 SHT. REVISIONS W. 0. NO. DWG. NO. C30484 ( SHEET I DON WEBB MARILYN ROAK RAY BARELA JON FEW MARKO BUNTICH ROBIN HAMERS APPROVED DATE ' OF 91) CONSTRUCTION NOTES OJ CONSTRUCT 0,4' A.C. OVER 1.6' A.B. (I] CONSTRUCT 0,4' A.C. OVER 0. 7' A.B. m 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 [TI [}] IT] ~ [I] [&J [JI] ~ [ill [BJ @] ~ @] [ill @;] ~ rm [ill Im [ill l:m [ill [ill ~ [ill ~ [ill 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 102-0-oc 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-201-L WITH PULL BOX. CONSTRUCT 8"CF TO 6"CF TRANSITION. CONSTRUCT METAL 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 Cl 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 !.20 A.B. CONSTRUCT 0.35' AC OVER 0.80 A.B. CONSTRUCT PCC DRIVEWAY 4" THICK. CONSTRUCT 36"XIS"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,l2"TREAD, PER DETAIL EB CONST. MASONRY RETAINING WALL TYPE B PER OCEMA STD, PLAN 618-0-0C. 132. I CONSTRUCT MASONRY RETAINING WALL TYPE A PER O.C.E.M.A. STD, PLAN 6l8-0-0C (HEIGHT PER PLAN). 133. I CONSTRUCT ACCESS RAMP PER CAL TRANS STD. PLAN NSP ABB. 134.I ~ [ill ~ I 39., ~ [ill [ill [ill GI] [ill 146.I 141.1 ~ 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 (WHITE> PIPE PER MCWD STD. NO. 18 AND 19 INSTALL 6" II 1/4° GT. BEND. INSTALL 6" P.V.C. CL. 150 (WHITE) PIPE PER MCWD STD. NO. 18 AND 19 INSTALL 6" P.V.C. CL. 150 (WHITE) PIPE PER MCWD STD. NO. 18 AND 19 INST ALL 6" RW, FLG & GT VAL VE PER MCWD ST AND ARD NO. 14 INSTALL 12" R.W. FLG. & GT. VALVE PER MCWD STANDARD NO. 14 INSTALL CONCRETE THRUST BLOCK PER MCWD ST AN OARD NO. 12 INST ALL I" COPPER SERVICE ASSEMBLY PER MCWD ST AND ARD NO. I INST ALL 2" COPPER SERVICE ASSEMBLY PER MCWD STANDARD 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. 150.I @I;] 1s2,I @I] ls4.I [ill [ill ~ ~ [ill 162.1 1 s4.I 165.I 166.I 167.I l6s.1 170.1 [ill 172.1 173.1 I 74.I I 7s.l I 76.I [ill I 78.I rm INSTALL l2"x6" FLG. CROSS. INSTALL IZ"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 12"xl2"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. INSTALL 12"TO S"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 12"xl2"xl2"FLG. TEE INST ALL 10" II 1/ 4 ° GT. BEND. INSTALL 6" -45° GT. BEND. INSTALL 8" R.W. FLG. & GT. VALVE PER MCWD STD. N0.14. INSTALL l2"-45°GT. BEND G.T. x G.T. INSTALL 8" ACX FLG.,ADAPTER CONSTRUCT 18" R,C.P. (2000-Dl CONSTRUCT 21" R.C.P. (1500-Dl CONSTRUCT 24" R.C.P. (1500-Dl CONSTRUCT 27" R,C,P. (1500-Dl CONSTRUCT 30" R.C,P. (1500-Dl CONSTRUCT 33" R.C.P. (1500-Dl CONSTRUCT 36" R.C.P. (1350-Dl CONSTRUCT 36" R,C.P. (1500-Dl CONSTRUCT 39" R.C.P. (1650-Dl CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. PLAN 1310. ls0.I CONSTRUCT CATCH BASIN, INLET TYPE 1 PER O.C.E,M,A. STD, 1301. @)] ~ ~ ~ ~ [§I] ~ ~ [ill [ill 193.I I 94.I ~ ~ ~ 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 SANTA 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 21"RCP (1800-Dl, CONSTRUCT STANDARD PRESSURE MANHOLE FRAME AND COVER PER L.A.C.F.C.D. DWG. 2-Dl97. CONSTRUCT R.C. BOX CUL VERT EXTENSION PER PLAN,DETAILS AND SECTIONS,SHEETS 30,31,& 32. CONSTRUCT R.C. DEBRIS WALL EXTENSION PER PLAN,DETAILS AND SECTIONS,SHEET 32. 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 12"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 90% COMPACTION (DISPOSE OF CLAM SHELL LA YERl. RELOCATE EXISTING GATE 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 ANO 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 OTHERS), 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 ST AND ARD 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). ORANGE COUNTY PUBLIC FACILITIES ANO RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT PREPAREIHJNOER ·, J.' /I f.J. / --,;,-1--M_A_RK_,__D_AT_E-'--_-D_E_sc_R_IP_TI_ON __ -l SUPERVISION OF ,f l'V}/:.,:..,t,:.--fl' ... • ~--~ft..e., REVISIONS DESIGNED 'TS,PK,LC SCALE l----'-----~D=s~R~R~-l~---L-c----1 As sH□wN DRAWN , , CHECKED , ACE 38024 DATE 7..-~Jrn-:Y 7 DATE 3-93 DRAWING NO, SHEET 2 OF 91 R/W I 6' WHERE SHOWN 80' ROW 34' 34' 6' * R/W ' I 2' WHERE 18 SHOWN 1 ,, ~ I 19 SINGLE CRIB WALL WHERE SHOWN SEE SHEET 22. f 0•07' LEVEL 2'l. ' .,,---1 / R/W 2' 6' 4 5 4 NOTE: * 9' WALK AND 85' R.O. W. FROM STA.1+74+ TO 3+00 40' 34' {0 •07' LEVEL R/\V WHERE SHOWN 21 2' 5 /0.G. ---- 6' R/W VARIES • 2' I~ 6' bJ MESA DRIVE / BIRCH STREET STA.I+74 TO STA.8+00 STA.26+55.68 TO STA.42+25.28 SCALE : I" : 10' 96' ROW 34' STA.30+47 TO STA.43+02 6' 4.5' 'Q 4 <:/ R/W SINGLE WALL & DOUBLE WALL CRIB WALL, SEE SHEET 23. ----------------------0~~--~----_ f3/4:l --~ ---_ _ _ I O.G. AND ' ---__ -1· . _ FINAL GRADE/ I MESA DRIVE W///Ru//LP_,,y,,747,sAcKFILL _ _-________ / STA.8+00 TO STA.I5+4I CLAM SHELL LAYER __/;rr✓/;,,:(,;;,;7,~71/,7:;;;~ ';/,,, '\:_3/4:1 -- LOCATION VARIES , -1' I' ---,1/./,?Z,,-/27/,-7,, STA.I3+88 TO STA.!5+37 CSUPERELEVATED SECTIONl SEE SOIL REPORT , -i c///27/2 40' 34' 80' ROW MESA DRIVE / BIRCH STREET SUPERELEVATED SECTION STA.I3+88.44 TO STA.27+I5.68 STA.I3+88.44 TO STA.I6+4I CSEE ABOVE FOR CRIB WALLl EX. ACACIA STREET IMP. 35' 70' ROW 35' ACACIA STREET STA.I+59± TO ST A.3+I9± SCALE : I" : 10' 40' 34' 6' R/W 6' 2' 1,7 Yi:-: T·' R/W IF CLAM SHELL LA YER IS BELOW WALL FOOTING, CHECK W/ SOIL ENGINEER FOR REMOVAL <:/ ! , I : O.G.----.,,, 1-1,,-~-', ~ ~ RET. WALL WHERE SHOWN 0 FINAL GRADE 2' 2' r 6' 29· 29• 6' ______ fl WHERE SHOWN 2 .. , 2' R/W 2' 10' R/W 6' 2% ~ 4 R/W ' I 25' ~ ' I 17' _____ L 2% MIN. --------? 4 8' 11-,----- -~ \.7'l. TO ~ %'{ %'{ 30' 20' 1.7% ORCHARD DRIVE STA.8+99± TO STA.9+3I± STA.I0+69+_ TO STA.II+00± SCALE : I" : 10' 60' ROW 30' 20' R/W 2' 10' ,0.16' 2'l. 1' - t 66' ROW 60' ROW 26' 20' BIRCH STREET (CUL -DE-SACJ STA.I+5U-TO STA.2+47.48 SCALE : I" : 10' STA.51+49.20 TO STA.54+68.08 STA.54+67.08 TO STA.56+80.00 4- 26' 20' MESA DRIVE <RES.l 4 6' 2'l. ----== ST A.5I+49+_ TO STA.55+95:!: ,,r-0,G. SCALE : I" : 10' ________ ;{ __ _ I </_ 47' 40' 22' 32' 30' I' 2 = = = = = = = = = = ---~ :~~S--:_6,:-_ !O 4.5% ----------~ --- - - - ------- 18 WHERE R/W SHOWN I ' 2' 12' ----------------~--r---11 SINGLE & DOUBLE CRIBWALL SEE SHEET 24. R/W 8' 2'l. J -~- ~ ----------------,, r:-\AS INDICATED-------------~ 1 VON PLAN. " ------- - -; \_ EXIST. ;.~~-:;-----_, EXIST CURB OVER 1.25' AB & GUTTER. SOUTH BRISTOL STREET STA.I0+00 TO STA. l6+60.14 SCALE : I" = 10' • CONSTRUCTION NOTES OJ CONSTRUCT 0.4' A.C. OVER 1.6' A.B. [I] CONSTRUCT 0.4' A.C. OVER 0. 7' A.B. (]J CONSTRUCT P.C.C. CURB & GUTTER TYPE A3-8 PER APWA STD. PLAN I04-0-OC. [TI [9 CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-OC CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. ~ CONSTRUCT METAL BEAM GUARD RAILING PER CALTRANS STD, PLAN A79-A. @:J CONSTRUCT CRIB WALL PER CAL TRANS STD. PLAN C7-A (TYPE A AND TYPE Cl AND C?-E. [ill CONSTRUCT 0.35' A.C. OVER 1.25' A.B. 122.1 CONSTRUCT 0.25' AC OVER 1.00 A.B. I 23.I CONSTRUCT 0.35' AC OVER 1.20 A.B. I 24.I CONSTRUCT 0.35' AC OVER 0.80 A.B. I29.I CONST. PCC CURB AND GUTTER TYPE A2-6 PER OCEMA STD. PLAN I04-0-OC. [ill CONSTUCT MASONRY RETAINING WALL TYPE B OCEMA STD. PLAN 618-O-OC. ! 34.I CONSTRUCT 0.25' A.C. OVER 0.35' A.B. LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. ® REMOVE EXISTING P.C.C. CURB AND GUTTER. PER @ REMOVE AND REPLACE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT.3. REMOVE AND RECOMPACT TO 90% COMPACTION (DISPOSE OF CLAM SHELL LAYERJ. RELOCATE EXISTING GATE PER TYPICAL SECTION SHEET 3. RELOCATE EXISTING TRAFFIC SIGN. ORANGE COUNTY PUBLIC FACILITIES ANO RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT TYPICAL SECTIONS AND CONSTRUCTION NOTES MARK DATE DESCRIPTION PREPARED UNDER /7,, • J /J ,. / / M ,-~-~~--------! SUPERVISJON OF =1 J-h .. fa:1,uf!v. f/'!"'.A-1. ... !::.:, SHEET REVISIONS RCE 38024 DATE 2.··~-','-97 DESIGNED 'TS.PK.LC DRAWN 'DB.RR CHECKED ' LC SCALE AS SHOWN DATE 3-93 DRAWING NO, 3 OF 91 ,.., ,.. L. ..J STATION CU. EXC. YDS. "ILL ..,. - (S) rs, --+ -za:: ......_, o:::i--u .. .: N 0:: en .:. u ~ (S) -z 1.01/. 0 t- 2 Vl ..,_ z u -I- . Vl u • (.'.) . . -co l +I 0 EAST CURB RETURN ,-.. N '"' z 0 ..., ,-.. co + Lfl N L=52.56' I[) ,-.. Lf1 N ..,. l"1 Lf1 N . . . .....___, ,-.. + . ..,. 0:: rs, w Lf1 N SOUTH CURB RETURN 0 '"' IS> ") tSl '"' TOP OF CUR I I ► I I IS> <.D Lfl • " I .... 'I~: •·.a76;,; "" NN I • LL r rwr IL~ I I l..O ;::_: N LO • ·-1-..,..:: NN NN IS> ro IS> 00 + N 1"1N tSl I[) 0 ~ r:; 'N PROFILE I[) l"1 -,-.. + N l"1 N TOP OF CURI PROFILE I I / tSl '"' I[) • "N r:- N N 0 00 tSl 00 + N l"1 N 2+ 0 3+10 2 950 IS> l"1 '. -. +N ..,. .. . ,-.. ",:! Lfl + N l"1 N l u en u, "' . Urrl N L(1 I[) ... . l"1 N I 1197 : d co +'N Lfl !!' ,-.. + N 'SJ" N tSl 0 l!1 • ,q-1N I. 7% CRO, SF ALL en ,-.. ,, .. +ro-i > o._ 0 I.{") -co +rri Lfl N N •. +v '. - / / Lfl ..,. . co (S)IS) +LI'J LD • LDN Lfl N ----- 500' V.C PVl=l9.00 Iii STA. 5+00 / I Lfl tSl - IS> co 4+ 0 I[) N -• 00 +N ..,-N IS> tSl Lfl • "1" N 0.. -'"' ,-.. ·. + l"1 , ~ Lfl ',.., SI'( L[) • I[) N "' en ,-.. + Lfl I[) N ------____.,..--- IDENTICAL --1 '-EXISTING GRADE I[) Lf1 . ,-.. + N ..,-N tSl IS> I[) VN 33 542 a, ,-.. '' . + rr, ' > o._ + rr, I[) N N '• + "" __,, ~ I. 7% CRO SF ALL 5+10 PROFILE I[) ..,. co 'SI & + t.{) I[) u, N I[) N ---- IDENTICAL 1614 I SEE SHEET 14 FOR CONSTRUCTION - - - - • - - • - - - • - - • - - - - - - - - - - - -- - - -■ - - - - - - - - - - - - - - - - - - --1-- - - • - - - - - • - - - DETAILS FROM STA. !+00 TO 3+00 I " • I/ I " I/ • ' II I/ • I/ I " • I/ I " Ii " " ;, // ,, ======~_:_:.,,, ................... .................... .... t) .................... . ~ 484.03 ® 1000.00 8°30'23" 148.46 74.37 PLAN 1"=40' \ ... / IS> + l!) 6+ 00 ')---IDENTICAL I I I I[) l"1 -,-.. + ,-.. <.D N lfl ~ + 00 <!> N rs, N ,-.. + 00 <.!) N 3447 0 Lfl ,-.. ,-.. 00 + en <.D N I[) "" ,-.. a, . IS> rr, . ,.:..,., V ./ .,....,,.,- I[) ,-.. ,-.. co +m <!l N ./ ,-.. l"1 7+ 0 -co N '• + N -00 N '• + N .,,v is, en Lfl u > l!1 , •• ,-.. ..,. . 0 0 0 en + '"' 00 l"1 "' ,., + co co l"1 V ./ ""'.J'"'•l"-/G(-6.00% G2--2.426% V DESIGN SPEED -45 I l"H, tSl '"' . w w ~ Vl -w 2;:i ...,, k-__,,,, en u IS> IS> IS> IJ") I[) r- !-' ;;J;.(1(I, _,,;✓ 2101 0 ~ 1/ u > , ,-.. , -00 + en 00 l"1 (S) N ! + co ./ tSl a, IS> • IS> IS> tSl a, + '"' co l"1 8+7l0 N rr, + co co l"1 V 1404 133 Lfl l"1 ,-.. en + ro ..,. -. N a, • isi <( " . a, • Vl ./ -I u t- 9+00 SEE SHEETS 22 AND 23 CRIB WALL PLAN AND PROFILE ANO DETAILS .•· . •· .. -·· ., -· -·· .,, . / --······-... _ .... --········ ... •· .. · A A /I Ill ·- .., ,. STATION EXC. CU. FILL YDS. DJ [TI [I] [I] [}] ~ ~ @;] @J @J ~ 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 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 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 CAL TRANS STD. PLAN C7-A (TYPE A AND TYPE Cl AND C7-E. j32.j CONSTRUCT MASONRY RETAINING WALL TYPE A PER OCEMA STD. PLAN 6I8-0-0C <HEIGHT PER PLAN) j35.j INSTALL 1¼• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. j93.j 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 IBY OTHERS) SEE SEWER PLAN (BY OTHER). REMOVE AND REPLACE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT.3, RELOCATE EXISTING GATE PER TYPICAL SECTION SHT. 3. RELOCATE P.P. (BY OTHERS) RELOCATE TELEPHONE STRUCTURE IBY OTHERSJ CUT AND CAP SPRINKLERS WITHIN R/W. PROTECT IN PLACE . RELOCATE EXISTING 5/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 IBY OTHERSJ. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. []J PACIFIC BELL . @J SOUTHERN CALIFORNIA GAS CO. [QJ CITY OF NEWPORT BEACH. ([] SANT A ANA HEIGHTS WATER CO. ([] COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [8J COSTA MESA SANITARY DISTRICT ½ 0 I 2 l''"3 *l " ' ···, """l I 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC F AC ILi TiES AND RESOURCES DEPARTMENT REVISIONS MESA / BIRCH REALIGNMENT MESA DRIVE PLAN AND PROFILE ST A. 1+00.00 TO ST A. 9+00.00 SHEET DESICNED ' TS, PK, LC SCALE DATE 3-93 DRAWING NO. 4 >-------~-----> DRAWN , DB,RR lcHECKED , LC AS SHOWN OF 91 /10 11 r.: 11 r.: ,,, ,.., STATION CU. EXC. YDS. "ILL .. .. .. 1-. . -w I w . V) - (Sl • (Sl (Sl . . a, N"' + ,,; "' ... -~,,.NJV1 I.,.-+ r,") N VI ... _, "' 9+1 0 - N I') +..,., l11 ,,. +v u " -00 u • 762 349 l11 r--' + LO . " -N I'--"' -'<;J'" + LO - NI') + • -,,. LO - ...... ,.-- - NI') + • _, ,,..--,-- LO 0) + • ---- l11 00 + 281 485 l.O r-r-a, <Sl a:, -,,. l11 ..,. r--<Sl l11 r--r-a, <Sl 00 ..,. <Sl <Sl + "' ,,. <Sl <Sl + "' 11+ 0 UNINCORPORATED TERRITORY -1. 7% ROS SF ALL "' N l"1 + <Sl "' =,..., N. + <Sl -l11 <Sl "' LO ~ + <Sl -l11 <Sl ,..., LO <Sl ... l11 <Sl "' "' en + <Sl -l11 -,_ r-l11 + • ,-... l11 + - ,-... LO + • -"' <Sl + l11 . I > -00 <Sl + l11 '--SOUTH TOP OF CURB 113 779 12+ 0 l.O "' + ; • N + N N l.O v,-v,vv,. vc.-'-,"'t.J/, LO "' CS} N ~ Lf) 00 .i. • / EXISTING GRADE~ l11 0) <Sl l"1 + -· ,. LO - + : N + • N Nl11 ,._, ~ Lt1 N LO N ,,- + ·-' -l.O I- V) . t'Vl=bl.<><J :a,, =a ut.:::>lllN ..:,r't.t.U =l.f::,-1virn::i I.D V, • LO - " l11 +,,,., N ,,-+ ,,; -LO c:n LO -"' '-CL PROFILE "' l[) + !.:.:: L() LO • r--L!1 ,..., If) ... 00 a:, " + ,,; !k I- w Ct'. " a::, I- • a::, N . l"1 '10 ...J • cr: a:, a:, "' ,,. "' "' L!1 LO .........., L!1 "' 10., r-- <Sl Li) ,,. l"1 LO l11 " N lJ; ,,. l.O ,,. If) ,VJV)' 13+00 14+ 0 48 1236 PROFILE HORIZ:1"=40' VERT .:1"=4' PLAN 1"=40' 114 1345 331 1136 -1.7% CROSSF ALL / SUPERELEVATION TRANSITION cr: ~ a::, l.O u r--l [J <Sl -• /VJ I-• '? a:, cr: z V) V) ,~ 0 <( w er: ' I u " u 11) LL) I.O lO + " • l[) <( • L=54.98' I- en - .:,_ LO L!1 ' r--"l ,·, '1" LO J <r N ,,. a:, LO a:, ,,. LO " LO , f-J. I Vl'II 15+1 0 + • l11 0:! LO N + LO ' 0::, <Sl IS! ' l[) r-- 01_ 0-,~ ' 111 • L()N o;;;J"" N W -~ ... " + l11 LO cr: z ::::,O ~ 1- • 1/) w-z ca <,; I I- 716 832 "' ::::, z uO l-o Vl wZ <,; I- I JVl'rl +"! -LO ..,, "' IS! N wN -"' 16+ 0 >. - ~ LO I ' • • a:,, mi -,,. In ~ 26i ; __; LO LO '<,J-r-• • • ...... I I,., I I ' ' ' I 1384 103 DRAINAGE LINES B-6 & B-7 @ 3663.00 SEE ' 17+1 0 15 °11'39" 15°11'39" SUPERELEVA TION -- UTILITIES ...,.., STATION EXC. CU. FILL YDS. SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH. WATER CO. TANGENT CONSTRUCTION NOTES OJ CONSTRUCT 0.4' A.C. OVER 1.6' A.B. (I] 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 ACCESS RAMP PER APWA STD. PLAN 102-0-0C,TYPE "B". ~ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L • [j[I INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD-20I-L WITH PULL BOX. @] [}TI [l2] 135.I [ill 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 CALTRANS STD. PLAN C7-A <TYPE A AND TYPE Cl AND C7-E. INST ALL 1¼• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. INSTALL HYDROSEED LANDSCAPING LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. ® REMOVE EXISTING TREE, STUMP AND ROOTS. © REMOVE EXISTING CROSS GUTTER. @ RELOCATE EXISTING GAS (BY OTHERS! @ SEE SEWER PLANS <BY OTHERS) @ 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 MET AL 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 CONSOLI DA TED WATER DISTRICT STANDARD NO. 3 @ REMOVE EXIST. WATER VALVE ® EXISTING ABANDONDED LINE TO BE REMOVED BY CONTRACTOR. ® RELOCATE EXISTING BURIED TELEPHONE CABLE (BY OTHERS) . .,r-PL SECTION (STA.I2+50+_ TO STA.I4+46+l -{A\ 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT MESA DRIVE PLAN AND PROFILE STA. 9+00.00 TO STA. 16+60.44 35.00 479.49 484.03 MARK DATE DESCRIPTION PREPARED UNDER ,✓]A ") /I 1. J /--r;fl/. SHEET f---~--~------l SUPERVISION OF : , Ft-fM-1.r!t.l/ W ,(....(p!..' ~ • REVISIONS RCE 38024 DATE 2 -?.I"-'], 5 962.38 971.39 488.56 DESIGNED ' TS, PK, LC SCALE DATE DRAWING NO. i-:D=RA:::.w:c.N =, c..D:___B_,R_R_~lc_H_Ec-KE_D_,_L_C-l AS SHOWN 3-9 3 OF 91 CA ..., ' r"' ..., ,., ,,-A ~~ .., .., SUPERELE VA TION TRANSITION I ..,. ..,. ' ' -lS> <.l) I ii I'-rv1 100' lO W N o:, ;:.. t--..,. . o::z -o..-::, !::: -~ -~ Zo:: N Wf-o, <.l) -SJ" I.[)!") V L.{')"'-1" +•"-l:_r--lS> <.l) • • -'-T ~ ~'-° ;!:_~ u: OJJ -=:r ; -=:r . • • • '~I Z.-. -. ......1 + I SJ" SJ" I • lS> "' ,-. "' ro "° ISi -"' SJ" SJ" lS> <.l) 0:, .,. <.l) "' 11 I I • ..... ' ' t-- 0:: . t/1 , w , > co ::::: ' ! EXISTING G ADE lS> o:, N .a. •t..D -1- 1'--.;J"o::J" Nrv, N + .....! ~ 00 + • t--t-- =32.26' I L-42. 79' 0:, L • l() ~ "' + • ,-. 0:: u 0:, 0:, '--SUPE RELEVATION TRANSITION 00 l!) SJ" + • 0:, S';' STATION 17+ ,0 18+! 0 N .,-, + • 00 SJ" + l!) "' NN + __, -SJ" lS> t-- l() 0:, co "' ..,. l() l'l + <.l) -SJ" \ '{' lS> 0:, ;,: "' ,-... -'" + • 00 L!) ,-. -+ -~ "' SJ" (.'.) <l'. > Lt') t.D V) 0.. -- + • "' "' + 1 •--, •--,,,_AA ---,I"> • ...,. ' • • ... =t • ... ,.,, .., 1 ,...., ..... ,...,..,,...Tl L lO "1 ,-. 0:, ;;; ,-. ..,. (.'.) <l'. > l() N CL N 1...0 ..,... 1 1 19+ ,0 l() w t--w "' ,__ SJ" lS> lS> - lS> u-i 0 t--,-. lS> ,-. N SJ" 20+'<il0 + t-- lS> "' N SJ" NO") + . N SJ" LO N lI1 lS> l!) N sr + lS> 0:, -~ l() ,__, .. + 00 NV tSI 0:, N ..,- 1-1r A I 1:_U Jt::l I JUl''II u > lS> l!) + • N ..,- -,-. N ..,- .. > w lS> "' + co NISl + • N ..,- u; 0:, + ,-. -- ,- N N + __, N SJ" lS> "' + • ,,... t-- l() "' ... . -NV lS> SJ" "' w .:!:. "' Nsr ., . FULL 3% SUPEREL VATED SECTION 2[+ ~0 N ..,- ,-. tSI +,.; N li1 lS> <XJ lS> + • N <XJ . "' lO <D t--+ . Na, SUPERELEVA TION RANSITION lS> lS> t--+ . I<) L!) + SJ" ..,. . I u. 0:, • w "' • I ·u .. 1-•. ·1 (X) .- • 0 . -- "---NORTH TOP OF CU B PROF ILE 1 • ' -=:r - lS> ,-. + N 'Sr - lS> ..,. tSI - "' lS> -,_ lO + ~ --' N "1 ~ co N lS> N li1 i's. - lS> + <'-j N li1 L!) ,-. N lS> L!) tSI lS> + "' "' lO SJ" N t-- u > lI1 SJ" + ~ "' t--- N lO I ~r-- ; N. I ' w ·--(/) ' • ' w 400' VC IV( =54.30 • V 1 '"" C"TA l"l,.. ,-,. I - GI= 1.582% G2= -J.00% , DESIGN SPEE! = 50 MPH I ex, w l() l'l • l'l N li1 f0 ~~ + : N , ,..,, ...-.1,..,..,_ .,-, N N li1 N li1 . .,,., ,,.. , .,. ..,. "' ,_ w . ' u • w (;I L{1 + --U) r.::::: u JI- I . "---SOUTH TOP OF CURB P OFILE ' I SUPERELEVATION RANSITION ' I 22+:10 23+ 0 CU. EXC. 2452 2368 1021 159 316 455 583 661 SEE SUPERELEVATION TRANSITION DIAGRAM SHEET 10. 25~00 ..., ..., r, A ' STATION OJ [JJ 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 I04-0-0C. GJ CONSTRUCT P .C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C ~ [9 ~ [I] []J IBJ ~ )30.1 )32.1 ffiJ 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 102-0-0C CONSTRUCT LOCAL DEPRESSION PER OCEMA STD. PLAN 1308 AND DETAILS SHEET 33. CONSTRUCT A.C, DRIVEWAY. 16" THICKJ 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,l2"TREAD, PER DETAIL I, SHEET 8. CONSTRUCT MASONRY RETAINING WALL TYPE A PER O.C.E.M.A. STD. PLAN 6l8-0-0C (HEIGHT PER PLAN). INSTALL l¼' SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH ST AND ARDS. )36.) CONSTRUCT 8" A.C. RAMP OVER N.S. TO JOIN NEW DRIVEWAY. )93.) INSTALL HYDROSEED LANDSCAPING. I 94.I 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 TREE, STUMP AND ROOTS. 0 REMOVE EXISTING CATCH BASIN . ® SAWCUT AND REMOVE EXISTING DRIVEWAY. • @ ADJUST EXISTING MANHOLE TO GRADE. @ RELOCATE EXISTING GAS <BY OTHERS>. f---f---+-------------+-------------+------------+-------------+--------------j------------------------+----·-----··----------------+-----------·-·------j-EXC. CU. FILL YDS. @ RELOCATE P.P. <BY OTHERS> YDS. =JLL 0 4 106 283. 19 4 l 5 V,,. ·-. ·-. ·-·- @ 634.00 @ 25.00 ,C 25,00 'D 566.00 ® 600.00 ® 634.00 3°17'54" 36,50 73°55'37" 32.26 98°03'53" 42.79 74°47'39" 738.86 74°47'39" 783.24 63°29'15" 702.51 18.25 18.81 28.79 432.69 458.69 392.24 PROPOSED DRIVEWAY RETAINING RETAINING WALL EXISTING HOUSE >-<l'. E:i A -ACSEE BELOW) it Cl '---+++++~ ~ ~ EXIST. SIDEWALK -I 0.. ~ -"'-5 CONCRETE STEPS I - I I "'-RETAINING WALL DETAIL N. T.S. CD 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. EXISTING ABANDONDED LINE TO BE REMOVED BY CONTRACTOR. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[J PACIFIC BELL. @J SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. ~ SANTA ANA HEIGHTS WATER CO. [£J COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT / EXISTING SIDEWALK ,----+-~--- 1 ½ 0 I 2 5 CONCRETE STEPS 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT BIRCH STREET PLAN AND PROFILE ST A. 16+60.44 TO ST A. 24+43.68 SECTION A N.T.S. t-"-·-··~-□•_T_E ~-D_ES_C_RI_PT_IO_N _ _, rn~rn~ffioHN8~". /IJt,,,:J~. fJ w, ~pt, REVISIONS DESIGNED ' TS, PK, LC SCALE 1-----c=-=--r---~-,-j DRAWN ' DB,RR lcHECKEO ' LC AS SHOWN RCE 38024 DA TE 7. -?.'1--?i DATE 3-93 DRAWING NO. SHEET 6 OF 91 .. ,.., 55 55 51 STATION CU. EXC. YDS. e!LL --,_, .!...!:.VAIIUN I TOA .i<:TTl(W In, ' ' ' ' ' ' I I I : WI .........i -: + ♦ I, N"'1"N l/) u LJ.J, I ro: . ' """ +: -~ END SUPER -I KAN~l 1 1vN <j) co <!J + NLl'l K] \.{) Ll'l N N I.{) V1 + & I,{') IV') U1 "' ':-"' Ll'l N N I.{) \.{) ""isi + N o:, + "' <!J N N Ll'l L('J -/ + "; j r-WEST I I r--0:, + . N ,,i ,.. ....... ''-' ,,, -·"" DESIGN SPEED =50 MPH ' 1.7% CROSSFALL TOP OF CURB PROFILE , . > 0:: \.{) ... , + N i'--N N U1 Q + 00 00 00 N U1 N I.{) u DESIGN SPEED =50 MPH N r--<!) + <!) co N I.{) - "' . N I.{) 0:: w U1 co !:: 0:, ... I'-' "' . N Ll'l D IV') ----+--------;a-< w L('J i'-- 1,{') + +r--0N -'-N r-, Lt1 CX) ' ' ' I w l/) . . U') w l/) tsi • tSl ..,;CSl \.{) ... Vl~ -· NL() I"'' l i_ Nlfl--,"N~~~~~Ln ~~ NI.() Nui ~u=i g}m NLO cpl() 1-,..-... -, v, 24+00 L , I ' . ' u I- I ' ' ~ EAST TOP OF CURB PROFILE NL() NU"l 25 ➔00 0:: f-- co 1:-' • >-o;, f-- + CD Lf1 V1 z """ f-- w ll.. LO co f--IV') <!) L('J l'l CD <!) 0:: . 1£1 u U1 t-- co <j) Lf1 U1 N <!) IV') N U1 Q \.{) \.{) SUPERELEVATION TRANSITION 627 3 26+00 A3-8 TO A2-8 ' -CL ,t1vr-!LI:. ,,,,----END SUPER 623 0 r--co + N \.{) Q L('J & n co ,,,., -U1 • N ~ LD I + I'- L('J <!) N T r--N - 27+ 0 SEE SHEET 8 FOR DRIVEWAY PROFILES " > 0:: 1.()1''' + N N ui 450 0 u ':;: Q i'--N N I.{) Q + co co '" "' s_J I!:"') co • N U1 I. 7% :ROS SF ALL 28+00 PROFILE HORIZ:1"=40' VERT .:1"=4' 28+93 314 2 """-Vl • \ 0:: " O'.l a,•_ll) N I.{) + "' 29+~0 ! REMOVE EX. 18" RCP FROM S,T. STA i24+43.68 TO EX. INLET±@STA. i--~------------;37>---~, -------------,-------------------;------- DRAINAGE LINES 27,28 & "B-9" SEE SHEETS 25,27,29 FOR PLAN, PROFILE & DETAILS. PLAN 1"=40' t.XI~ I 11,., 102 41 {\J I 30•00 ---- w _J :c ;:::'. i.n !. 7% CROSSF ALL 59 91 . "' u ...J ... u• i'-- L('J " "' > N' L('J Q +r-.'. Q" "' ...J 9 31+ 10 _,., .. ,.., -- 55 SEE SUPER~LEVA TION TRANS!Tlot DIAGRAM SHEET 10 • 55 51 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 I04-0-0C. [I} CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN I04-0-0C [TI [TI ~ ~ [Ig @J 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" THICK) INSTALL POWER SERVICE CABINET PER CITY OF NEWPORT BEACH STD-206-L. [BJ 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. ~ 132.1 I3s.I [El INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L. CONSTRUCT MASONRY RETAINING WALL TYPE A PER 0,C,E.M,A. STD. PLAN 6I8-0-0C (HEIGHT PER PLAN). INSTALL t¼• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH ST AND ARDS. REPLACE EXISTING LANDSCAPING & LAWNS. LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. ffi ::~~:: ::::~::~ :~~~c~ ~~::o:~:. GUTTER. 0 REMOVE EXISTING P.C.C. SIDEWALK. ® REMOVE EXISTING TREE, STUMP AND ROOTS. ® SAWCUT AND REMOVE EXISTING DRIVEWAY. 32+ ill0 STATION ® RELOCATE EXIST. EDISON VAULT /BOX (BY OTHERS). @;)1 ADJUST EXISTING MANHOLE TO GRADE. EXC. CU. FILL YDS. ~ ADJUST EXISTING VALVE CAN TO GRADE. 114.1 RELOCATE EXISTING GAS (BY OTHERS). UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[J PACIFIC BELL. @J SOUTHERN CALIFORNIA GAS CO. (QJ CITY OF NEWPORT BEACH. (I] SANTA ANA HEIGHTS WATER CO. IL] COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT 12" WATER MAIN SEE SHEET 37 FOR PLAN, PROFILE & DETAILS >-< I18.J 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 5/« 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. I ½ 0 I 2 I '""""''I ,,., ,,,,"' ,, ,, ,, I 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT BIRCH STREET PLAN AND PROFILE • STA. 24+43.68 TO ST A. 31+00.00 ,_M_A_RK~_DA_T_E ~-D_E_si:_R_IP_fl_ON_., _ _, ~0~~~~~0~Ng~R O /1,,t,,._/<.,,.,J tV, !.p,uf4_4, REVISIONS DESIGNED ' TS, PK, LC SCALE f----~~~-~----l DRAWN ' DB,RR lcHECKED ' LC AS SHOWN RCE 38024 DATE;:-:-z..;<·9 ~ DATE 3-93 DRAWING NO. SHEET 7 OF 91 ,.. -, ,., ' c-:, C: JI -. r--- w I/) . 11) • • • W 9, 751% vi (S) . (S) u > - N l'1 + .~ l'1 Li) u > <!. 0.7511/. 1-• - V • <S> I'--· . + • l'1 1' I I 1.,1 I lfl N + Nl'1 lfl N'"' + ~ l'1 lfl 4!0!0' vc ~ l'1 lfl O"l N l'1 l'1 lfl </l =,"" V ISi lSl co l{) <S> L{) + ....... rri I.(') lD '"' '-.___ l'1 ..:> r C. CU-= :::::110 Nlr"ff ::a: :::J </l <S> lfl O"l + . l'1 lfl l'1 11) \ <S> '"' + co ,..,.,., ,., lfl \ ! V l'1 ,., lfl \'._-EXISTING V '{' "' vl'1 ,., lfl GRADE ,-:.: O"l + V ,..,.,., l'1 lfl \ \ -WEST TOP OF CURB PROFILE u > N • + l'1 u > -0.8401/. , -0.840% ~cL PROFILE u ro <S> ' -lfl -- N + .• l'1 Li) <S> ' - <S> :t. 1 ..... l'1 lfl lfl + ~ l'1 lfl - r- 1'--• ' cs, I'-L.U l'1 I ,I I/) ,,,. .,...,.,. ..,,_ --rr:_(JII ,.,A., \p ~ GZ=-0.5% ro ..,.,_...;lvr-.. J L.1...1.1- lfl - - -... (S) ....: l'--lfl l'1 • "-I. I/) ,., ' C /1 ~· ,., ,., [I] 8J [I] [9 0 DI] @] ~ lfil 130.1 [ill I 94.I 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 I04-0-0C 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 106-0-0C. 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. CONSTRUCT P.C.C. DRIVEWAY C4" THICKl CONST. CONC. STEPS, 6"RISER,12"TREAD, PER DETAIL I, SHEET 8 . INSTALL 1¼• SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY 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. J------j---j--------------;_~r------------t------------+----------=----+-----------+--'------------l--------------l-1:t:"f-----------f--------------1------------·· ---+-----< -~ z w REMOVE EXISTING P.C.C. SIDEWALK. C:7 -' ,.. .., STATION CU. EXC. YDS. l:"ILL - I -- I- <( - l[) l.751% >- Li) ;: • 0 <S> N +-,., _, u --6 -II """" 9 G) u > N l'1 + • ,., lfl . <S> I'- ~ + l'1 91 67 ,n N + • l'1 3 ~ "' + . N l'1 32 ➔00 l[) '" ro + • l'1 Li) in l'1 O"l N l'1 l'1 Li) 50 101 </l 33+00 ,., "' """+ &: 0 <..O + ro • '"' ~ I'- Vl'1 l'1 lfl I. 7% CRO ;sF ALL 10 163 34+00 SEE SHEETS 19 & 20 FOR DRIVEWAY PROFILES ,..,.,., l'1 lfl -O"l t;:-sr sr "" "" I{) + ; l[) l'1 \ u > N + l'1 \ -0.840% u Cf) <S> -• lfl .. + "! "' -l'1 Li) \_ EAST TOP OF CURB P ,OFILE 78 52 35+2.10 PROFILE HORIZ:1"=40' VERT .:1"=4' 12" WATER MAIN SEE PLAN 1"=40' 266 0 36+!2l0 <S>- cs, .t . "' Li) 475 0 Li) -1: CJ; "' lf) _J - u I'-I- cs, ..... l'1 37+00 5 38+00 39-00 B --E-- 1 I X R/W~ I I ;,,1 A'----+-+--------'i---1--4---1-1-1--1-~ t;l~ ~-EXIST j -~'.--!:::::::::::j:=:'::=l::::::!=::-!-~---f",C~ -WALKWAY 6'-0" --.. ,, j .,1>---1---<d, ~l SAWCUT & JOIN • EXIST. WALKWAY : ,,, ,..,, I I .~-,,, ·VARIES , MIN. WITH NO. OF TREADS B~ PLAN , Z-(/j VARIES 5'-0" SECTION A-A 5'-0" 6~' 4'-0u MIN. 6" "-a, I VARIES I ~ , PER PLAN , L[I _ _ Ir 2" CLR. 0~ -J EXIST _C_~ALKWAY CTYP.l 1-~ 3" CLR. __J CTYP.l #4@12" O.C. •4 UNDER EACH RISER SECTION B-B CONCRETE STEPS N.T.S. ffi JJ STATION EXC. CU. FILL YDS. REMOVE EXISTING TREE, STUMP AND ROOTS. REMOVE EXISTING CROSS GUTTER. SAWCUT AND REMOVE EXISTING DRIVEWAY. RELOCATE EXIST. EDISON VAULT /BOX. IBY OTHERS). ADJUST EXISTING MANHOLE TO GRADE. ADJUST EXISTING VALVE CAN TO GRADE. RELOCATE P.P. <BY OTHERS) RELOCATE EXISTING LIGHT POLE. RELOCATE TELEPHONE STRUCTURE <BY OTHERS) RELOCATE EXISTING WATER VALVE. 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 <BY OTHERS). RELOCATE EXISTING o/g 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 AND ARD NO. 4 RELOCATE EXISTING BUILDING MONUMENT. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[J PACIFIC BELL. @J SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. II:] SANT A ANA HEIGHTS WATER CO. ([] COMCAST CABLE. @J METROPOLITAN WATER DISTRICT (8;] COSTA MESA SANITARY DISTRICT ½ 0 3 INCHES ON ORIGINAL DRAWING 2 ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT BIRCH STREET PLAN AND PROFILE STA. 31+00.00 TO STA. 37+00.00 SHEET DESIGNED : TS, PK, LC SCALE i-===c---~------l DATE 3-93 DRAWING NO. 8 DRAWN , DB,RR lcHECKED , LC AS SHOWN OF 91 -. ,..,..., r I. I jV) w If') ~ VJ l/) -. z N I--+ If') r----,,., If') <Sl L('N r---• ,,., If') r---• ,,., If') Lv.Jv.J vi... I vl-..JL,IL --~ A 7..7, /H?, DESIGN SPEED=50 MPH u w IS> IS> - -0.50% '\_ +~ co IS> LO lSl <Sl <IJ + . ;;;., .,., -, T.T7, ~ - r---sr + 'SJ" "' IS> I"> LO "'---w""T TOP OF CURB PROFILE EXISTING ~RADE -, <Sl "' +"' IS> IS> 'SJ" If') -= "0./) u "' N"' . " If') "' A,,.._ f: 7 -,,.. .... • I I -0 -.,-.U,--"" -' I I Gl=-0 501/. G2=+I.I01/. DESIGN SPEED= 0 MPH lSl o:, " 0./) " 0./) -A ,-.. - 1.--_, ,JU . ' uJ • u co N IS> •~ + LI) u, N sr . -.,., -co . If') If') ' ' I . ' . ' ' ' ' -----------------+----------------l--------~----l----J w > 0 l[) t-1& l.O ._. I "t" t.n --!Sl: -u, ..... w .-. N ~ tSt U) -= LO ,,.,. ~ ro 'l:J'" 0:: . -- -0.50% '\ u \_ CL PR( FILE L ·viv,OJ ' • ' • - w "'. u N I -<Sl LO IS) _... I..O I ...J r...-, NI'-tSI tSI -:;;r N f-----+----------=--f-t"c------i+~U)'-/-__'IJ')t-"-µNi-------'r---+-l<o:,si---=0~8---------<IS>M"'--l!..U)~-'-------<'<Sl;_j:_e;,.._ __ :~ll:s-j------[;-~~;~-=-:~:--~~=--------,~;;--------c~;:,-~---;-;:;t:;-;---dec:--~~-~IS>sJ-::-.,---------l0*"~"";--~""~-t-lJ')~~IS>;_~Ll1l__~: ___________ --1----------'-----1------------_j _ _J f;; U) t---~ ....... 00 + 00 + r--: + U) + IU'l LO -~-t--i.si N+ ~ -L() r!-N ISl U1 N -I f----__,---+-----------:J: U1 rr') LO l"I l11 --'-:-;:: 00 -· ,.;.., tSt en~ cn -· .:-• + C"1 • ~ '= ~ O"I + en ISl ITT N 01 Lf" O"I r:;-«S? :+ ~ . c!:i ~ LO LO V) Ul~) U ,. • L.() f'f') lil LO LO l"'1 LO ~ tSl IS) 0 ~1:-;,:: !Sl: en !Sl: ID -r-O") ..!. ~ __.....,.. "-J'" l[) "-J" U1 '"'7" + ,..- STATION CU. EXC. YDS. "ILL 699 0 -0.50% 38-00 ' "'--EAST OP OF CURB PROFILE --· hi ,1, 39 00 662 0 IT] ::i:: u <( 0 O< (L (L <( 518 0 ,. ' LO "-l'" Lf'l ..., ' -:;;r 'Q" -q-"'1" ,q--q-'"-1" «:;J"' " "" N .,,! ~(:)'/, ' I --r-r-.. , 40; 0l0 ' 3 9 530 0 41+rt.lrt.1 PROFILE HORIZ:I"=40' VERT .:1"=4' DRAINAGE LINES "A", "A-I", 585 0 :;EE· SHEE·T-·25 ·FeR· f'L-Att,-- - - - PROFILE, & DETAILS. 9 ....,. PLAN 1"=40' 42· 00 12" WATER MAIN SEE SHEET 39 FOR PLAN, PROFILE & DETAILS 240 1 ' I I ' SO. BRISTOL STREET IMPROVEMENTS SEE SHEET 13. E.C.R. ·1 >-a: 0 1-- 8§ ::£ uJ z 1--a: 0 0 uJ IJ,. 1---' <C <C a: u 0 0... LL a: 0 0 uJ ~ 1--z;:: ::J VI • V> 44-00 45;00 C,L. INT. STA. 43+02.28 BIRCH = ST A. .16+60.14 SO. BRISTOL : : I ' :-1 (i .---- ' I EXISTING 36" WATER {3s G I i I !1 - j 11 i I I CURVE DATA ID R L T 706.00' 9°17'47" 114.55' 57 .40' ® 694.00' 7°23'14" 89.48' 44.80' -. J"'f --Ju r:: r --_,--,., CA ~' --..,.., STATION EXC, CU, FILL YDS. [TI [TI [[] IL] [I] [TI [JIJ ~ [[] 12s.1 ~ I 3s.1 I 94.I 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 I04-0-0C 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 STANDARD PLAN I06-0-0C. CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD.-304-L. CONSTRUCT A.C. DRIVEWAY (6" THICK). INSTALL 150 WA TT 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,I2"TREAD,PER DETAIL I, SHEET 8. INST ALL l¼' SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER GITY 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 GASCBY OTHERS). RELOCATE EXISTING TRAFFIC SIGN. REMOVE P.P. IBY OTHERS) RELOCATE TELEPHONE STRUCTURE CBY OTHERS) RELOCATE EXISTING MAILBOX. REMOVE BLOCK WALL, RELOCATE EXISTING CHAIN LINK FENCE. PROTECT IN PLACE RELOCATE EXISTING o/g OR l" 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 13::J SOUTHERN CALIFORNIA EDISON CO. [[] PACIFIC BELL. IT] SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. [I] SANTA ANA HEIGHTS WATER CO. [[J COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [8J COSTA MESA SANITARY DISTRICT 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT BIRCH STREET PLAN AND PROFILE STA. 37+00.00 TO STA. 43+02.28 MARK DATE DESCRIPTION PREPARED UNDER f-___JL.._j__L..='-"---=--J SUPERVISION OF , /,11,.-d:~_,.,,,,{J {u. (,r.:,,,t:/;,'4 ,I SHEET REVISIONS OESIGNEO ' TS, PK, LC SCALE i-===..:____;:__.;.. ___ ---1 DRAWN , DB,RR lcHECKED , LC AS SHOWN RCE 38024 DATE 2'--~T.,._ (' 9 DATE DRAWING NO. 3-93 OF 91 , .. _. ... , '" -...... 0 0) • - N64"34'137.44"W = I --Q q_ MESA DR I VE ' "'1"" "'1"" • 0 tO + tO -l4+QQ ---~l___J_ __ • ts+oo ~-----r'A'l -,~T+o~o~----1_ ---J---....,...----1,C)-A _ ~ u en 1/L,, I -- V V • u CX) > CX) CD + rr, - ~ I. 7% ' ' SOUTHERLY E. p. NORTHERLY E.P. CROWN RUNOFF . . 100' vc -- z V V :!!=LL. V V 0 LL. • u • a:: 0 CX) > 0 (X) V uz w + + Cl :::> r<t. V LO z a:: ROAD --w K A 180' SUPERELEVATION 17· 00 \ \ RUNOFF _ 1 I 20' 2/3 L 60' 1/3 L V -I 00' vc V -V V • • 0 u 0 u > c.o lD r--+ lD + c.o I.O --r' V V l_ V V • V r--• V r---u c.o U• u + > + >0 > c.o CD c.o w r--lD -+ 50' vc -. c.o . ----- SUPERELEVATION TRANSITION DIAGRAM e=3. 00 f=O. 15 V=40 MPH L= 180' co lO N. T. S. V V • -0 0.. N + r--- 100' vc -. ..... V • 0 N + r--- V V • 0 N + r----- u > w I\ 3% \ + . : ,-3% u > w I \8+00 N T SOUTHERLY E.P. NORTHERLY E.P. 0 DELTA/BEARING 74• 47' 39" 2J+oo -- 24+oo / -i BIRCH STREET ----+------'-------l----------t-----------j--L...-__ _ 25+00 26+00 -I 80' - -60' -1/3 L I 00' vc ---- CX) CX) c.o c.o .u • I"') u rr, > rr, > rr, w + CD + rr, V N N ' i I '+3% I ,-3% CX) (X) c.o I..O • I") - (X)~ ~ I..O c.o c.o • u CX) a. rr, rr) > + + CD I") I"') N N -I 00' vc -- ·- ' I SUPERELE1VAT ION - co c.o • I ' I CX) (0 I 20' 2/3 L RUNOFF (X) c.o • ·> r,") w c.o ...J + w l() N CROWN RUNOFF CX) I.O • LO U -> + CD c.o N ' I, ; -100' vc 27+00 - (X) lO ·u LO > + w r- N SUPERELEVATION TRANSITION DIAGRAM e=3. 00 f=O. 15 V=40 MPH L = I 80' N. T. S. Ir r fUSCOIB ENGINEERING 16735 Von Karman, 11100 hv!ne, Calffomla 92714 Phone (714) 474-1960 FAX (714) 174-5315 ( DATA RADIUS 600' LEN./DIST. TANGENT 783.24' 458.69' REFERENCE: SUPERELEVATION TRANSITION PER CAL TRANS HIGH\..JAY DESIGN MANUALP SECTION 202 / ·,' ,,, ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT SUPERELEVATION TRANSITION DIAGRAM .- 61 / An ' .., .. .... . -. -- L-ol-' 1 Ii V lo Ul\..,L ~ 1::./D./ 1::./D.,t ",., _,--, . N 01 '" CX) ISi u p .[.=32.56 / V •'-' -..JI;,; • ..,.... N LO l.P ----:: V l()V f OC! ISi + • > _ I'-LD <::( .._.. / I • /"---•--,,.., ;;... • / L!"lv +en L{)v><"'< \ , ..... 00 ~oo --, 165' VERTICAL CURVE .I.=51.30 .,.___ LOv IS>,-... \ i<O ~ / ........... +1....! l-"ri:;7:, 1-7n'"" ... , / \ -·-• . Cr'. u . ,_ u DESIGN SPEED=25 ~PH \ LO N N,_ Cr'. IS> LO + u > l/l z a:, .....J ISi {")LO U LO CON r,"'l ISi ISl ~ CX),!.1 '""': -r,"'l+,q-U")01 + COLI") ",j IS> -. IS> LO W + (J) " . ' . IS> -:'f IS> ~ U1 > w LO SC ' ' ----• 1 ,.,_, ;. J I _._:::. " . -LO ,.._ + • LO .,. r-:-V ;.....; NW +a, LO v N • .::., "c P.l.=51. 'fl; u > LO '<T WEST ' ..., IS> ' ' U1 ' , ... , en 'OOCX)> .T . • ~t..0-+ &m TO. Or COKl:l . ,.,, ,.,., ll1 sr "', u'i U1 "1 N LO sr in • "' 0, LO --------.,. .........____: LO ,.._ ,.,., (J) U1 U1 ,.._ +-t'J ....: w -----\ "" IS> "-,,_ " ti') + -----; ,a -I LO l/ • ---: ;,..; v • • en en I u ' L..,..----' t-, en+ +...,.,.fV"l l"'1 ~ ...... ,-, , --EA_ST / T_QP / D I _..,,., 11/?i VI ..._,._, ~U/ -· --/ Gl--6.52% G2-+8.84% DtSIG SPEED=25 MPH LO N W l{1 • ·~ IS> 1 l ·1 .L rnur !LC. -. -. ' ' . , ' . -· -• r- \I r' _..,..,,-,..,.., IS> LO IS> ,.,., +,,., ti) " . +,-. / '° ti) /1/ 8.ll4% EXISTING FINIS! ED SURF ACE AT C.L . P.I.=32.56 LO / w z w <x: I + -; LO / -E.P. • <x: ~ ISi ,..; 11Sl .-N / -o_ ,.,..., L.11 I'--L{1 I l..l IU1 Lf11 .. / 1,., CQ 1$1 + 1·: NCO &_ QJ,...., tSl ISi NC",.J,1 "I:• ,._,...... +1,!-• ·-61 f ,17 ' A A ' ' CONSTRUCTION NOTES GJ 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 STD. PLAN 102-0-0C CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. [jjJ 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. [}TI CONSTRUCT METAL BEAM GUARD RAILING @] ~ [ill IBJ [ill 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 Cl AND C7-E. CONSTRUCT 0.25' AC OVER 1.00 A.B. INST ALL 1¼' SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. INSTALL HYDROSEED LANDSCAPING LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. ® REMOVE EXISTING P.C.C. CURB AND GUTTER . ® REMOVE EXISTING TREE, STUMP AND ROOTS. STATION L--1-------~5~1+----L-~0~--------=5=2=-++.0::--:;0;;---------------.a-5-=.3---:-'+b0,.0---------;:5:-c4c--+-ttl;-,0';;----,,-----------.=-5i5'-;-1+f,.0,.0---------.:5'r6c--;+1,2l"'0.-----'--------i5~77.+~0~-------t------------t-------:---,1sTATION @ RELOCATE EXIST. EDISON VAULT /BOX IBY OTHERSl. ® ADJUST EXISTING MANHOLE TO GRADE. @ ADJUST EXISTING VALVE CAN TO GRADE. CU. EXC. 10.6 0 0 ----€},------------l------:-::-::-!,;0-=-----1--------:--;:-::0:"-:------+-----------;--------------+--------___ _ EXC. CU. YDS. e-"I-LL-+---1------------~----__.!.8"-'-)-'-". 3)__----+----j 0-3----"'4'-.-3---+----=2c::3c::7"<:0:--.2::-----+--4 9 0 5. 2 16 86. 5 16 2. [ FILL YDS. @ RELOCATE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT .3. .. ,:,,:!'"''',• •••••• ,,,.:.;,,·.• SEE SHEET 24 FOR CRIB WALL PROFILE ---···· -······· PROFILE HORIZ:1"=40' VERT .:1"=4' SEE SHEET N0.21 FOR DRIVEWAY PROFILES. 9 DRAINAGE LINE "B" & "8-2" SEE SHEETS N0.26 & 27 FOR PLAN, PROFILE, & DETAILS. 12" WATER MAIN SEE SHEET 41 FOR PLAN, PROFILE & DETAILS I.D. RADIUS (Cl 230.00 250,00 270.00 25.00 © 25.00 DELTA LENGTH 38°46'27" 155.65 55°25'22" 241.83 55°25'22" 261.17 106 °38'55" 46.53 90°00'00" 39.27 ..... -······· ... ---....... TANGENT 80.94 131.32 141.82 33.57 25.00 RELOCATE EXISTING TRAFFIC SIGN. RELOCATE P.P. <BY 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 STANDARD NO. 4 @ RELOCATE EXISTING BURIED TELEPHONE CABLE !BY OTHERS). UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. ~ PACIFIC BELL. ID SOUTHERN CALIFORNIA GAS co. @J CITY OF NEWPORT BEACH. ~ SANTA ANA HEIGHTS WATER CO. II] COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [8J COST A MESA SAN!T ARY DISTRICT I ½ 0 I 2 I"'"''\:, 1•-&h•;::/1 I ---•;,_,-< -"" ;.,<•o, :,;x;·,·:J 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT "--_-; .. ;.,_\ MESA DRIVE ,(dJ(,: ;_' :, PLAN AND PROFILE '/.)t:·t:;-·, :,, ' .. ,~·-(:\'.· , ,. 3~pf;{ST A. 5!+00.00 TO ST A. 56+80.00 \ \_ >':·'~' MARK DATE DESCRIPTION , , ~B~~~eftio~"8fR, hl;cLu""°t ... ! c.;:;z;-A{ REVISIONS RCE 38024 DATE 2-•-~'f-1, DESIGNED ' TS, PK, LC SCALE DRAWN , DB,RR lcsECKED , LC AS SHOWN DATE 3-93 DRAWING NO, SHEET 11 OF 91 ST AT ION CU. EXC. YDS. -ILL . DRAINAGE LINE "B" & "B-2" SEE SHEETS N0.26 & 27 FOR PLAN, PROFILE, & DETAILS. 12" WATER MAIN SEE SHEET 40 FOR PLAN, PROF•ILE & DETAILS :c u <( w OJ . PROFILE HORIZ:I"=40' VERT .:1"=4' PLAN 1"=40' u -ISl CD 0 ,_ + .,. L{) ',..: "' + (1...-~'"•. 1+00 ~ 0 CD a-, N "' N "' ,,., L{) ;!:. I N IS> "' "' IS> "' L{) <:O - WN 0 1758.3 . "' . · ... L{) a-, + "' - u w 0:, 0-, L{) 0:, + "' - N . . . . CD . -00 i'::j ,-.. ... a: ISl . ,-... a. ... ... . N 1,11,,11♦ ' .'/ '\ '--TOP OF WEST CURB ,-,..., ...... u PVl=4"' '"' w u > CX) -. 00 N 0:, ,-.. + ... ,-.. r-N -· N -+ .,. I-:_:.-,-.. .~ -N . N N ,.,, ----J -., •·- 0-....--r I l'I l'V r I.\ i', 2+10 ® u CD JhVJ u . . a. 0:, ,-.. IS> .,. I VI VI c_,....__, I -•- 0 2148.l 100.00 38.00 3+ 0 29°35'3I" 239°11·01" -L--,JL - . 0 ,-.. "' 0 -"" ... l.0'l. ,. \ \ . \ \ >-V) u ;= a. LL _, . 0 ::E ,-.. 0 "' \ r:2 ... ... N '-. <D I L{) ,-.. :;: 0:, \ 1.·1. "' .,. ~ .... ,;. ~ ~, , "--i-IDENTICAL I I I I I . I l,0'l. I•.,.. • 4+ 0 0 436.0 51.65 158.63 26.41 66.91 ,~ ,_ ,r ,o STATION EXC. CU. FILL YDS. CONSTRUCTION NOTES CONSTRUCT P.C.C. CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 104-0-0C CONSTRUCT P,C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. [Jg CONSTRUCT A.C. DRIVEWAY 16" 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 • CONSTRUCT 0.25' AC OVER 0.34' AB INSTALL 1¼· SCH. 40 PVC ELECTRICAL CONDUIT PER CITY OF NEWPORT BEACH STANDARDS. I93,I INSTALL HYDROSEED LANDSCAPING LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. ffi :::~:: ::::~:~~ :~~~c~ ~~::o:~~-GUTTER. ffi ::~::: ::::~:~: ::~:~ SBTAUS~:. AND ROOTS. ® SAWCUT AND REMOVE EXISTING DRIVEWAY. @ RELOCATE P.P. CBY OTHERSl @ RELOCATE EXISTING MAILBOX • UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[J PACIFIC BELL, ITJ SOUTHERN CALIFORNIA GAS CO. j]J CITY OF NEWPORT BEACH, [}J SANTA ANA HEIGHTS WATER CO. IT] COMCAST CABLE. [g METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT ½ 0 3 INCHES ON ORIGINAL DRAWING 2 ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALlGNMENT BIRCH STREET PLAN AND PROFILE CUL-DE-SAC STA. 1+00.00 TO ST A. 3+15.62 SHEET DESIGNED ' TS, PK, LC SCALE DATE 3-93 DRAWING NO. 12 1------------------l DRAWN ' DB,RR lcHECKED ' LC AS SHOwN OF 91 STATION CU. EXC. YDS, l'ILL 10+ ~0 "'~ 0,27% 0,3~1/. ~,. • • u, __ ,, 0,99% ""-0. 8% 0 ~ ---------------~- : 0 0 11.8 2.0 12+1 0 17.4 0 \ \ \___ N'L Y T.C. PRO ILE /4 \_ EXISTING GROUND EXIS TIN 16" H.P. GAS MAIN ------------------------------------- 13+ ~0 16.9 0 14+ 10 PROFILE HORIZ:1"=40' VERT .:1"=4' 1"=40' 16.0 0 15+ ~0 11.5 0 /. 0 0 ,,&:?' ,,&:?' 17+ 0 ,,&:?' ,,&:?' ,,&:?' ,,&:?' CONSJJ,z CTION NOTES ~ CONST P.C.C. CURB & GUTTER TYPE A3-8 PER APWA ST LAN I04-0-0C. er- 6 ONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 ~ CONSTRUCT 0.95' A.C. OVER N.S. -''-LEGENDS 0 REMOVE EXISTING A.C. PAVEMENT. AC> ffi ::~~~: ::::~:~: :~~:~ :~::o:~~-GUTTER. STATION EXC. CU. FILL YDS. @ RELOCATE EXISTING TRAFFIC SIGNAL. @ RELOCATE EXISTING TRAFFIC SIGN. @ PROTECT IN PLACE. ~ [[] [£] [Q:J UTILITIES SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL. SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH. [[::l SANTA ANA HEIGHTS WATER CO. [J COMCAST CABLE. @J METROPOLITAN WATER DISTRICT ~ COSTA MESA SANITARY DISTRICT [J MESA CONSOLADATED WATER DISTRICT NOTE: CONTRACTOR SHALL NOTIFY MWD TWO WORKING DAYS PRIOR TO START OF ANY WORK IN THE VICINITY OF THE 36" WATER LINE. 0 A DELTA 90°00'00" CURVE DATA RADIUS LENGTH 5.00' 7.85' TANGENT 5.00' ND PROFILE . 16+60.14 MARK DATE DESCRIPTION-PREPARED UNDER /'•. I. /), I ,,,~,. (IA ~ SHEET 1-------~------; SUPERVISION OF : VLt,.~~ v-' • ~~¼.~.. ""'-~ REVISIONS RCE 38024 DATE2-l.</.·1i 13 DESIGNED : TS, PK, LC SCALE DATE DRAWING NO. DRAWN ' DB,RR lcHECKED , LC AS SHOWN 3-93 OF 91 i ' I LEGENDS ____ _/ [JJ [I] [TI ~ [El ~ [f] lliJ / 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 OGEMA STD. PLAN 1205. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OCEMA STD. 1209 CONSTRUCT ACCESS RAMP PER APWA STD. PLAN 102-0-oc CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. CONSTRUCT A.C. DRIVEWAY <6" THICK>. [ill @J [ill ~ 121.1 el m;J [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 IWITH PULL BOX. INSTALL PULL BOX AND FUSE HOLD£~ PER CITY OF NEWPORT BEACH STD.-205-U CONSTRUCT 36"Xl8"Xl80, CMP WYE. CONSTRUCT PIPE HEADWALL PER CALTRANS STD. D89 <SINGLE WALL>. CONSTRUCT 18" CMP, 14 GAGE. !L=93' TOTALJ CONSTRUCT ACCESS RAMP PER CALTRANS STD. PLAN NSP A88 INST ALL 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 I I I I I r··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··- : . CITY OF NEWPORT BEACH I , /\,? ' -'t--< SEE SHEET 42 FOR TRAFFIC SIGNAL PLAN: FEATHER OVER SMOOTH JOIN 10' 10+69;¥13 ECR ,;.~ JOIN EXIST. ( \ A.C. PVMT. ~ ! i: ! . ' \ 42' ' 2: JOIN SEE TOP CL SHEET 4 OF CURB PROFILES i FOR & l'-_ :. EX. CHANNEL WALL I • © REMOVE EXISTING A.C. PAVEMENT. ® REMOVE EXISTING P.C.C. CURB AND GUTTER. 0 REMOVE EXISTING DRIVE APPROACH. . 0 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 EXIST. EDISON VAULT/BOX !BY OTHERS>. @ ADJUST EXISTING MANHOLE, FRAME & COVER TO GRADE. @ ADJUST EXISTING VALVE BOX TO GRADE. ® FURNISH AND INSTALL HAND RAILING OVER NEW PARAPET WALL. ® RELOCATE EXISTING METAL HAND RAILING @ RELOCATE EXISTING CHAIN LINK FENCE/GATE PER TYPICAL SECTION SHEET 3. ® RELOCATE EXISTING TRAFFIC SIGNAL. ... :J ",J" • I- I V) ------- ' ' '' ' ' ' ' ' (; INTERSECTION ' ' ', ' 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 "~-y.~ q_'v q_« .. ~ ' ' I DEP.-JOIN EX CURB & GUTTER & A.C. PVMT. {26.34 TC> {25.67 7'-6" BENCH 6'-0" rLEVEL LINE .__?7. MIN . 0. ' ' ,., ,v ,. ' 6x6xl.4Wxl.4W WWM Q CENTER FU ... 6"CF • <O RAMP DETAIL GD NTS I I I • I 6" • ' l'-0" . ' ~~ • ' ' X -0: :,: • 10 SCALE1 ' ! 1"=2.0.'/ ',' \ r •. ". w z ...J JOIN DETAIL NTS PROPOSED A.C. PAVEMENT & A.G. BASE RELOCATE EXISTING TRAFFIC SIGN. RELOCATE P.P. CBY OTHERS> RELOCATE EXISTING LIGHT POLE. RELOCATE TELEPHONE STRUCTURE !BY OTHERS> REMOVE EXISTING METAL BEAM GUARDRAIL. REMOVE BLOCK WALL. REMOVE EXISTING WOOD FENCE. PROTECT IN PLACE REMOVE EXISTING INLET. REMOVE CONC. SWALE. RELOCATE SIGN !BY OTHERS>. REMOVE EXISTING 18" CMP. • RELOCATE EXISTING 3/a OR I" DOMESTIC WATER METER BEHIND NEW SIDEWALK PER MCWD STD. NO. 3. RELOCATE EXIST ING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STD. NO. 4. NOTE: EXISTING VALVES & TANKS TO BE RELOCATED BY OTHERS. [TI] 6 >-;:: 0 ' <!) -' N L!l LO -····••O<.±;-~--······ . ---■---,------,;.;..,,. __ _ SI" ...J u 5 ~ []J ITJ ~ [[) [L] [I] [BJ .... ---·• ...... . UTILITIES SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL. SOUTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH. SANT A ANA HEIGHTS WATER CO. COMMUNITY CABLE. METROPOLITAN WATER DISTRICT COSTA MESA SANITARY DISTRICT C 15+54.14 JOIN EXISTING ~ . 6 15+ 78.64.BR!STOL ST. 6 25' DWY. ■-■ --■- ' ........................ <o.:·, .. i:·./·.42+· .-- - - - - ',·-; -·•,:,_.-;• .•· ~----~~-----■-------■--. . .. ___ ,.. __ _ ------... ~---- SEE SHEET 25 FOR STORM DRAINS I.D. @ ® © @ ® RADIUS 1042.00 35.00 35.00 35.00 35.00 SCALE : CURVE DATA DEL TA •• LENGTH 02°18'34" 42.00 86°02'04" 52.56 89°58'35" 54.96 88°05'56" 53.82 90°00'29" . 54.98 42+;~:47· BCR 1"=20' TANGENT 21.00 32.66 34.99 33.86 35.01 MARK DATE DESCRIPTION REVISIONS DESIGNED ' TS,PK,LC ·--· DRAWN ' DB CHECKED ' LC SEE SHEET 9 FOR TOP OF CURB & CL PROFILES SEE BRISTOL SHEET 13 FOR SOUTH STREET IMPROVEMENTS 12' FLARE 1-w w a:: I I I I I I I I I I I I I I I I I I I I ' I- V) I I ! I I I I I I I I I I I I I l 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 J I I I I ~ I I : : I : : i i l l i I r-1 , I I : : I : : I I I s I I :11 LJ 11 i---i-L------ \ \ \ \ \ .... ,,, ~' \..... ---.......,...,"::::"'~"'~-.:,;,;,:=---'= --- - - - ----------. C.L. INT. 43+02,28 BIRCH = 16+60,14 BRISTOL -~ _; ______ -.. ----------i i ' HAND HO IE ,A <BY OTHERS> I / __ ...,..,.....,.,,..,.. ........ _.,,._._..,.~-.-...-=,,.,,.,.=-,,,...,..,.,_ __ .,,._,.-.,.,"7,,. ./ I I I• I. I; r··----------- .I i C52.49l FS ··, i , 23 ~ ' I ............ I I I I I l I I I I I l : I I ! I I I ! ' ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT INTERSECTION PLAN MESA & IRVINE, BIRCH & SO.BRISTOL ST. PR£PARED UNDER-SHEET SUPERV,SION OF : RCE 3802◄ DATE 14 SCALE DATE DRAWING NO. AS SHOWN 3-93 OF 91 ' '· y \\ . \\ : \\ ~ 0 ~ <&. ' \ ••.•·.~. \\\ \! ur • ··\\ ''o' '£.\ '· t;r• :\ , 'O--: \~'.\\,'l .a;. . :. \ I\ .. •·'•·•,. ~ \ •.i. \ • •• \··. >..) \.\ ... \ ....... \~,s.•.···.:.•,···.-.-.' .. •.· .. _·.: .... • ..... ••·' ..••. ': ... '_·•.,!·, .•. ·.:_•.·•··· .. •.•.·.: ... • .•.. • J . . '•?" \\ \\ \ :, t·::••\<::>c,,, .. ,,·•····• ·-; ·. . '. \'·, ::},_ \\, \t\:·\>·1:\, \_,.;.I-. <1' \·· ' .,··«t:·,•, '~ ,. ·. \ \ \: '\'; \\\ [ \. if ! t, . : \:, ;:; \ \\ .\\:. \ \.\ • •. \ '·; . \ \, "-~--\ ... ·\:;, • ,\ ~•-,\") I . <f \ --' . j\\ \ \···\i:-.\ '\ \ \\ :e~•\ \ '· \· \,:.·•···•.:::.\ \ \ • .. \ . \ \\ .. \:\. \ \ \ \. • ' \ ,\ :_ \\ . . ' ., \ ' ' ' \ '· \ \ \ \. ;; \ . \ \ .:~/ \_ . },) \ ' c} (:;i ·s"'\ : \ . ' ' : ',,,_~ v'-._,.' . \ . \ <· \ Cc'--'!, .:,..<,'I:' . • \ '°"' , ~<I) • r'v : : •,, •. • .. \ '•, •, </:,\• • V \ \ .. <:_,>'·j>.x • (l)'<l. • : '.\\ ·--• . '\\.}i,<ll• . . . \ \ ' : \ \\ \ ' ; . \ \ \\ ••• \\ \\ \\ \ \\ • \I . .. \ '· I '-. ·1 -:·.i_-_'_ .. : [\ \ . \\ ', \ . ·., \ ; \ ·~\{'·.,\ '!,!.\\\ ;_\. \\. \ • \ 131· \\ : . • \\ \ ; \ \ • • \ CONSTRUCT I ON NOTES (I] CONSTRUCT P.C.C. CURB AND GUTTER TYPE AZ-8 PER APWA STD. PLAN I04-0-0C [I] [El ~ [TI] @] CONSTRUCT P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER OGEMA STD. 1209 CONSTRUCT 6" P.C.C. DRIVEWAY. CONSTRUCT A.C. DRIVEWAY. 16" THICK> INSTALL 150 WATT HPS STREET LIGHT, TYPE II PER CITY OF NEWPORT BEACH STD-20I-L WITH PULL BOX. 1K] ~ CONSTRUCT B"CF TO 6"CF TRANSITION. INSTALL PULL BOX AND FUSE HOLDER PER CITY OF NEWPORT BEACH STD-205-L. .124.I CONSTRUCT 0.35' AC OVER 0.80 A.B. l30.1 CONSTRUCT CONC. STEPS PER DETAIL l,SHT.8. [}jJ CONSTRUCT MASONRY WALL TYPE B PER OCEMA STD. PLAN 6I8-0-0C. 55 I 35.I INST ALL 1¼' SCH. 40 PVC ELECTRICAL CONDUIT AND WIRE PER CITY OF NEWPORT BEACH STANDARDS. \ • • \ • I • 1 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. IBY OTHERS> RELOCATE WOOD FENCE. RELOCATE EXISTING MAILBOX, REMOVE BLOCK WALL. REMOVE EXISTING CONC. STEPS. . .--W=4' -0" A J95.J . 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 SID.EWALK PER MESA CONSOLIDATED WATER DISTRICT STANDARD NO. 3 @ RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD ST ANDA RD NO. 4 EXISTING ABANDONED LINE TO BE REMOVED BY CONTRACTOR UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[J PACIFIC BELL. @J SOUTHERN CALIFORNIA GAS CO. [[J CITY OF NEWPORT BEACH. [fJ SANT A ANA HEIGHTS WATER CO. ([] COMCAST CABLE. @J METROPOLITAN WATER DISTRICT (BJ COSTA MESA SANITARY DISTRICT .. 9 II 6 5.33' :: ;-? ,,.,;,,.,·.,;,~, ~;1""'~ .... ,.,,;~.,,w ... • ,,: i,-:,.:,:;;::. 58.13 .. ,,,.-57.80 • ~''-'"""--5-00•• EX.HOUSE '4 ; 8.00 8.33 58.27 58.08 ___/ "' ...J <( u ...J 3: ...J w ::,oil LL 30 6-6"RISERS ~ ~ 6 5-IZ"TREADS · w 1- I; /;I /;/ /;I : :. /; / ' I/; I ,••\·Iii ·: .. i1 I'.\ ,.. ,,~ .. , •.: J.11·:. :, 1 ·111 .) ' /ti 1 (S) ou __________ -- --- ---~ -------------- ---:rF~M.21----- --- ---it, -ifi~-- YARD LIGHT TO ; TW=58.27 BE RELOCATED BY OWNER. T .C.E. H=4'-0" -ti--s ACACIA II 9 90' TAPER STREET 50 55 STATION CU. EXC. YOS. ILL PLAN VIEW SCALE:I"=20' -<Sl N 0:: I.fl I 0' vc a) ,.,.., . u Ol + a) . <Sl ,.,.., l.ll I.fl <Sl . + ,.,.., N I.fl 1.0·1. 1.741/. TOP OF WEST CURB <t 75' vc w :::;, PVl=55.05 <Sl 50' vc u > PVl=54.56 u I.fl . N l.ll N . . + ,.,.., +st <Sl + ,.,.., I ' I.fl I ' " I ' / / <Sl -<.!) ~-- <Sl r'i 1.71/. )+0 I.D. I © @ ® I.fl sr sr co N N + N + I.fl Ll) u r- <S) ,.,.., .131/. EXISTING GRADE @ ORTION OF 100' vc u ,-...> <Sl -<Sl ,.,.., + sr N Ll) 1/. <S) Ll) I.{") l.P co L!1 IS) r-l.ll N Ll) 1.0 • 2+ 0 CURVE TABLE . RADIUS DELTA I LENGTH I TANGENT 250.00 15°12'19" 66.40 33.37 221.00 15°12'19" 58.65 29.50 279.00 15°12'19" 74.04 37.24 N . N 3+ 0 \ ' I ' ' LL 0 0 O ...JU z W LLt/'J O. , TO EX.6"CF z 0 , N co ,.,.., . ,.,.., l.ll - / .41/. GROUND 7 2' ~ 01 ,.., <S) . <.!) - + l.ll sr Ll) ---- -- TO EX.6"CF 4+ 0 ~NEW R/W 5 4 SECTION N.T.5. 24 5+ 0 PROFILE HORIZ:1"=40' VERT .:1"=4' ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT ,. ' . ,. ;,. ,•k~,, ·-·>.l' _;· .. :·t:.\ ~. '. '' •. MESA / BIRCH REALIGNMENT INTERSECTION MESA ACACIA PLAN DRIVE AND STREET MARK DATE DESCRIPTION PREPARED UNDER ni1 •, n I ,.---iJ~ f--~-~-------------1 SUPERVISION OF , 1 r I,:. t•-..V VJ•~ ,.•>.J./--17 SHEET REVISIONS RCE 38024 DATE DESIGNED ' TS.PK.LC SCALE f------~-----------1 DRAWN ' DB,RR CHECKED I LC AS SHOWN DATE 3-93 DRAWING NO. 15 OF 91 r,... '"'7 C:'2 -- 53 52 51 53 52 51 STATION CU. EXC. YDS. -ILL .... 12+, 0 11+5t?l I _,.,.,. 11:'r -,._ 2 3' c. I-. I l\l-11''1 .. h u ~ ~ u. en sr-~ & N ~ ..:: I.II '-l.J I f'.11 ,., . . -'du tSl SI" . ' . m N + tSl 20' vi. - 0:: u .... tSl ; ... JI ,..,.., -·• u co !£l U'"J /"---0--, L{) I r:: r-'1 ~ .. Lq .. 'q". U'"J /4 li.n ""1 IL!) '"1 IS) tfl • :r: 0 0:: . wu .... "" tSl r--. SI" N u/~ + "' ~ ,,, u .... r--r-- n. c:: ., -· u .... SI" "" N - "' TOP OF N'L Y CURB -I-/ 50' V.C. 51.71 P.V.I. TOP OF N'L Y CURB-· ------,..., \ - in tSl +N tSl "' \ ORCHARD D IVE CL PROFILE__,,/ L=95.85' 1.37'.( TOP OF S'L Y CURB-~ r tSl .... _J ,.: u. !' I 11+ 0 TRANSi TION TO EX. CURB & GUTTER 0:: u .... IS> , ..... / tSl "' <D ,,, .,-m tSl "' L =54.98' o.c. 0 84% q-tSl ,,, "' (S) "' "' :r: 1/l s> w 50' V.C. 51.71 P.V.I. tSl "' T • IS> co -q-"' . .,., U1 0:: w _J (T') N m I.{) "N "' 0:: u co r-- a:, . r--i5-, + • 0) lJ I . "' . +N en,- L=54.98' o.c. N N \.69'l, I 7' TOP OF S'L Y CURB~ 10+ ~0 PROFILE HORIZ:1"=20' VERT .:1"=2' _,i PLAN 1"=20' 9+Fi0 u .... a:, "' r--m . L=.)IO,!Qo N tSl 1f1 L[') ><" a:: 1..;,.,; ; I ~ . . = tSl .... t<)- " tSl \ .... ---_, --- ., "' isi + q-a:, a .. ------~ L=28.86' S! u. u IS> T en "' .. ""' t6 I 9+ 0 rR/W ____ _L__J -----~-7 ~R/W I .D. I DRAINAGE LINE "B-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 Ct: CA 53 52 51 53 52 51 STATION EXC. CU. FILL YDS. OJ [I] [TI -~ [TI ~ rm I29.I CONSTRUCTION NOTES CONSTRUCT 0.4" A.G. 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 ANO DETAILS SHEET 33. CONSTRUCT 8"CF TO G"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. 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. 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 WATER DISTRICT STANDARD NO. 3 WATER DISTRICT STANDARD NO. 3 @ RELOCATE EXISTING FIRE HYDRANT BEHIND NEW SIDEWALK PER MCWD STANDARD NO. 4 UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. ~ PACIFIC BELL. @J SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. ([] SANT A ANA HEIGHTS WATER CO. IIJ COMCAST CABLE. @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT 1 ½ 0 I 2 r·· •/'! r· " "· ':l ;;:;;;J _ '¾><'•fr,,, _ 't/•H', ',,:: 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT INTERSECTION PLAN BIRCH STREET AND ORCHARD DRIVE MARK DATE DESCRIPTION PREPARED UNDER f"' l~ jl l:, ,--:-11~ J SHEET >--~-~--------l SUPERVISION OF : l'\A'-' 'C. 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GRADE i~~r'.~I ~r-J'\~2~-------_'T~O~P~O~F~~HilG~H',ES(iTS __ ,ft,, mi STRETCHER, SEE -......,,,,,,,,....;. ~'4 L-V -• __.. ·~ ~-~ 1• pROF I LE- • l l!.21 BACKFILL WITH NON-EXPANSIVE MATERIAL PER CAL TRANS. STD. PLAN A2-B.--- "-.,__\, "'\--0 6 I 1<'"\, ~.,,_o \.. 'II i,.\.. Q~ I 1 8, 11 - H=S' -9" MAX, USE SINGLE WALL C. F. 34' TYPICAL--1 BACKCUT _-w.1-1----rDoUBLE WALL --I ' ~ FOR WALL 20 61' 4' PERFORATED PVC ----... l', ,H=8' 19" TO ' SCHEDULE 40 ENCASED \ 1 IN 3 CU.FT/FT OF 3/4' CRUSHED ROCK WRAPPED 1:7•i-- ~~EF~~~~~L~A~~~CDAYLIGHT. iJ;"iJ': 12"-2000 PSI SLURRY BASE ENGULFING LOWEST CRIB MEMBERS TYPICAL CRIB WALL N, T, S, -\1 n "(t-2. 5' MIN. \,T\ '-ZV SECTION@ 2 (714) 474-5315 CL ELEV, PER PROFILE. SHEET 4. 1----!-------------+----------+--l·-!-+---···~ ---+---+---<·····~ ----+----+---4.,---l--.-...-..,IC:~~;:::===::;'l:ii"·-J.~--11---t-----t----1f--+---t-------------+-------------f-----j I v/ r,, -~'"-, ~ ------ 1--+-----------+--------+--t--t---t---t----t----r---t·-t-·-V-·~-, L FINISHED GRADE / ~$ l---+---------------------t-l--l!---t----i----1 / .~. / SINGLE WALL- I "'7 _:::. -~ -··-¼-------------i-------------,----, . 30 4' DIA P. V. C. DOUBLE WAL':_------~~-·~-.--; ~~;'l------------t------------;-·--;.,--.,,y:r ••• ~q -;c-¢1-~ ~-;.Z. -=~-! .. "',_oi:--o\:--"'-+---,,----------------;-------------,-, s•• ~, '<'."' . l \ ·- l---+------------l!--------+---+-t-----t------t··l-----l------lf-----+---+---+---t---+-+-+--1-----------i---------,---i . -·- r---t----------:iS·-00 STATION 5 . : 01---------t,6 • 00 G I of---------17 1--ao+---------,7 ... ~·: STATION I. 0' -I-- I. D. DETAIL CONSTRUCTION NOTES CONSTRUCT CRIB WALL PER CALTRANS STD. PLAN C1-A (TYPE A AND TYPE Cl AND C7-E. CURVE TABLE RADIUS DELTA LENGTH TANGENT 35.88 3°15'21' 204. 00' 102.03 co a:. u z -C) LJ..l co PROF I LE 0 0 + OJ , .. , -. , ~.... ' __ ,, ,,.,_ • a":«•"'' "••~ ••~-o -- / ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT PLAN & PROFILE CRIB WALL MESA DRIVE STA. 5+37.00 TO_STA. ,7+41.00 MARK DATE DESCRIPTION PREPARED UND~R,%'.~ • /,? '?f(/",?-:• '/ti I SHEET 1--~-~---------1 SUPERVISION O {l."r.✓-.:!;0'<;::-' /~//Co'-, ·; 'Y2 2 REVISIONS ~RCE 24701 DATE DESIGNED 'TS,PK.LC SCALE DATE DRAWING NO. 1-Dll=AW=N=, D"B;;:-;,R"Rcc--.--lcHE_c_•E-□-,-;-L~C:--i As SHOWN 3-93 OF 91 60 0 60 1-----+--!-------------+--------------i!-------------+-------------1-----------+-----!11_1-------+------------+------------+-----------+------------+----t----j CONSTRUCTION NOTES FOR CRIB-WALL CONSTRUCTION 50 . ..,,, nr rn "' ,:;-, 60' ui:; - JL • a, u + w ,., ,r -\tr_ V~ \ \ \ • :::>INuLI:. WAL \ - -~ ie ~ ·oc QC EX. 8' SEWER TO BE Ow DRAIN • nr cc w- 50 30 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. 4. 5. 6. 7. 8. 9. I 0. I I . NO HEAVY CONSTRUCTION MAY BE ALLOWED WITHIN 4 FEET HORIZONTALLY OR VERTICALLY OF THE WALL FRAME. TOP MEMBERS OF THE WALL SHALL BE SECURED TO OTHER MEMBERS IN A PERMANENT MANNER. ALL STANDARD GRADING NOTES APPLY TO WALL CONSTRUCTION. BACKFILL WITHIN AND BEHIND THE WALL SHALL BE PLACED AT MINIMUM RELATIVE COMPACTION OF 90¾. MAINTENANCE OF WALL SHALL BE THE RESPONSIBILITY OF THE OWNER. AGENCY REQUIREMENTS WHICH EXCEED THE REQUIREMENTS OF THIS DESIGN SHALL GOVERN. 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. m [ill 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 t--cOn,.-+,-m-----------+------------t--al't,.0 ,.lt11!,.,DONOE1J1>1'1't~,,.----t------------t------------t-------<l..,."1-c:-. -----t-----------t------------t------------i-------------i--7 i---.,~,,...~..,_-t--:+-a"u;-i;-. _________ -+-----------l--'"=""S.'LlLAI',/<;_,.,_ ------+----------,--l-----------·+------.z·~u.-----1------------+-----------i-----------+------------t--+---'r'"--,---l c..-0:, :JU I ~ LLJ '--RELOCATE EXISTING CHAIN LINK FENCE PER TYPICAL SECTION SHT.3. STATION 8 ,OO ~ 'UU IO 00 I I -00 ii 2-00 13+00 14+00 15· 00 I 6; 00 17• 00 STATION .. -.. --------+---+--.---! REMOVE AND RECOMPACT TO 90¾ COMPACTION (DISPOSE OF CLAM SHELL LAYER), CU. EXC. EXC. CU. YDS. FI LL FI LI YDS l----';_;_;=---'------------'---------------"'-------------'-----------~----'-------....----...1.-----...---------'------------_,._ __________ __,. ___________ ...... __________ ~-~~~-~· PROFILE ------ 1'=40' CL ELEV.::7 PER PROFILE 34' . 20' I 0. 5' I 0' 8' 4' PERFORATED PVC SCHEDULE 40 ENCASED IN 3 CU. FT /FT OF ¾' CRUSHED ROCK WRAPPED IN FILTER FABRIC. J..'.--"'I \,\\\-1. 12'-2000 PSI SLURRY BASE ENGULFING LOWEST CRIB MEMBERS TYPICAL CRIB WALL N. T. S. R/W 54' TOC.L. _.,<---,N-------1 I 9' .. TO CURB L I NE . I O' ·-..,_ I ~\ I ~~ r?J/1 ~~. r ___________ ..... )(~ ~, FOOT I NG ELEV. ~ -SEE PROFILE \-l=B' -9' \,\AX. USE SINGLE W~LL DOUBLE WALL FOOiiNGO~LtiwEST '-....... FOR W~LL 20 67' i eoTTOM SEE 1-1~s•-9' TO • STRETCHER, ...__ -'Zo-,.., ' PROF I LE· ....,«;_.--CLAM SHELL LAYER -2.5' MIN. :Z, (LOCATION VARIES) fl\ ~·-, ~ '-4'P.V.C ' S=0.020 MIN. TO DAYLIGHT LOCATION PER PROF I LE. SECTION@ 23 ½ 0 2 ' ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT PlAN AND PfAOFlllE CRIIB WAll MESA DRIVE STA. 8+00.00 TO STA. 16+41.00 I DETAIL MARK DATE DESCRIPTION PREPARED UNDEW-°/,°'1;; _/ ;/ ~7/N,.• '/1:i, t.lSHEET 1---~~-~-------1 SUPERVISION ~F .{l(,f,(,{¼/V ;,¼•,f"J;-' ' I N. T. S. REVISIONS -RCE 2◄701 • DATE 2 3 DESIGNED ' TS, PK, LC SCALE DATE DRAWING NO. t-0-R-AW-N-,~□=B~,R=R~~C-H-EC-KE_O_,-L~C,--,AS SHOWN 3-93 OF 91 ' ,, )A' 12' 12' 12' 12' sh' Sh' Sh' I 2.'_l?' ?• 7s 7R' ·-....J ., ~ ....J \..,. 0 -.... • ....J ----l-----'--------==f--F=t--+--+-+=l-+-1f------+----+-----t-+-+++---------t.....Jl----t--------------t-------------------------------+------------+--------------+---+----t ;:: \' N u -·-,_ 3: -. -' ,_,, ,:::,_ f---+------------+--------,.;":+--\'t~J<•.-',~'-:r--t-,t--~C:li'll:i unl£-WAdJ±'~---if----+-f--++·-+----------+!:::::!--i~------------+------------+------------+-------------jc-------------t---·-~ -\ '\<t.. .I ---z . . o::i oA \ ..,._ - 0 , .... • ..., -J -t----t--------------+----------=:"-t-·•'--.ef: ,-..._ '? J ,.,.;, -"-.. \" \"6'\~ ..,. \ r~ TOP STRI TCI ER ,/ .. LEVA, I, It"" X • . . ... .:. lO 37.25 ... -.., ' I CONSTRUCTION NOTES FOR CRIB-WALL CONSTRUCTION I • 2. 3 . 4. 5. 6, THE MINIMUM EMBEDMENT FOR THE NOSE OF THE WALL IS 30' I NC HES. 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. NO HEAVY CONSTRUCTION MAY BE ALLOWED WITHIN 4 FEET HORIZONTALLY OR VERTICALLY OF THE WALL FRAME . TOP MEMBERS OF THE WALL SHALL BE SECURED TO OTHER MEMBERS IN A PERMANENT MANNER. ALL STANDARD GRADING NOTES APPLY TO WALL CONSTRUCTION. BACKFILL WITHIN AND BEHIND THE WALL SHALL BE PLACED AT MINIMUM RELATIVE COMPACTION OF 90¾. f---+------------+---------::,-.1--,.--l'll.,_Lt.,--+-,11u_ •• -+L-_,.,.,~"'?,1-ti--c--11-----v-'--,/.---+GR;Hl)f--[::,H_t.u_...;~;;;;;1-!?-i'=_.'-!--\-_-!'c\cP~--:1\1..t----f-Tt-,f+--+-----------+-----------+------------t------------;-----------i-----j 1-----+---+------------+---------l----l--H----+-t----t1--f[.?=-'.1J+---& I AT EAC,.F _____ V>-t=l-a---,-----j--'-·•-::.-~,-t<~':-'=--____ ,__/+-'-+--+-----------+----------+----~------+-----------+-----------;---;-----i _,..;/ .• , OF WALL en -c! \lj, / I I 7. MAINTENANCE OF WALL SHALL BE THE RESPONSIBILITY OF THE OWNER. '7'7 ..,_ ' -. It) -., -,.,., I <\J, C::I .,,.., " ""L_,__1 _____ +------------+-----------1------------+------------t--t----1 '\ I ' -<:: ••"L£__'11JU"'''..1.'=-_1 _ _,1-J-~-1~/-+-----------f----------,-----------1-----------t·------------t-----t-----1 '\. I '\ -C...., -· ---- • , a. 9. IO. I I . AGENCY REQUIREMENTS WHICH EXCEED THE REQUIREMENTS OF THIS DESIGN SHALL GOVERN. 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. >---+-----·------------·----;--i--1··--t-r-;-·--t--t-·-+--,1---.--t-,.,~"".,.·_,.~ ____ '--_C+-U-JB_L_E_WA_L_L_-1/_--11--+--HIH----------'--+-----------t--------------1------------t------------t---1 ,.,• .-9 I'\_ ' _,, nrp 1-~!r--+---+-----------+--------+---+-+t-·t---t--t---+--t-1--+--+----l=f---=i'Hifr'-------PR,· OPOSEO·-.-rr"-!--J--\l/-~o':l;~::-;---------t------------t-----------t-----------t-----------,--t---1 CONSTRUCTION NOTES ~-l---l-------------l---------+--+-+-1-+--+-+---+--+-l---l--l---il----+-~,.,.,H•+~--#•~-.:s:-i~.--~~•U-1-nTullM11u-r._~\ '\. 1~-.. ~•r'l--"4~~-~4,-"--~\~~-N_, ______ -+-----------+------------+------------1-------------+---; "' "'~ E EVATIONS •• ,.,__..._.,,,·-'t'h, n,-'-'" l------l----+-------------+-----------l--+--+-1-+-t-+--+-1--+-l---+-+---'---f-f---l--=i"'s--.=!'l==-'-"='-+--l---+-+--+------------+--------------j--------------je---------------t----·-···---··-----t-----i----- 1 :.: "\. , I\ I £.V■ £. .J ,-, I a,' :/ __1__ I,' l---+------------+-----------+-t-11-t--+-t---1-----1-+--··l-+-+-l-+-+--il--+--""'f--f.c,>f----F=!--+-+---+--------------,l---------------t-----------+-----------+-----------t----i -. CONSTRUCT METAL BEAM GUARD RAILING PER CALTRANS STD. PLAN A77A. CONSTRUCT CRIB WALL PER CALTRANS STD. PLAN C7-A <TYPE A ANO TYPE C) AND C7-E. ,.._ -.C:/ 1----+----t-------------+------------t-+-+1---1---1-·-i----i--··ll-+-l-+-t--+-+--~--F=l-=!~----+-'l-+-+---+--------------+-------------t-------------J-------------+-------------t---1r---7 - PROF ILE HORI Z• I' =40' VERT.• 1'=4' PLAN I ' = 40' fU§COJE ENGINEERING 16735 Von Karman, #100 IIV!ne, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 21' TO CURB LINE ...-,v I , ___,. ~"'j ~:--11 ~ ~ 1/R/W I ~ ~ FOOTING ELEV. SEE PROFILE DETAIL N, T, S. LEGEND STATION © RELOCATE EXISTING CHAIN LINK FENCE PER EXC. cu. TYPICAL SECTION SHT. 3. FI LI YDS IVR/W 42' • ;a I • IO. 0' I I ' I . O' 6' 18 20' . -4' CL ELEV,::7 PER PROFILE ON SHEET 10 . I.L1J--,.i 4. 5' ± "'4-t ~ TOP OF HIGHEST STRETCHER, SEE PROFILE- EX. GRAD=~ BACKFILL WITH--------.. NON-EXPANSIVE MATERIAL PER CAL TRANS STD. PLAN A62-B. TYPICAL BACKCUT 2¾ y-~-~,· " J ' I ,~ I o'f-'I. 6 -'-" o<i '\I ....________ I ' -..._., I ' r----....__ _li_2, 5 MIN. H=B' -9' MAX, USE SINGLE WALL 11'1'' DOUBLE WALL FOOT\NGoiLttwEST 4' PERFORATED PVC r. ,-"-.. .,,H=B' -9' TO sTRE I CHER, S I \ ~i~~2::fF~O~R~W~A~L~L'_'.'_2~0:-c6~•~•~s~oinio1M~;;'i:iE0E,--SCHEDULE 40 ENCASED \ "-._ , PROFILE, IN 3 CU. FT /FT OF ¾' I ~ CRUSHED ROCK WRAPPED j, ::, ~ ' IN FILTER FABRIC. MYN•· -2.5' MIN. 4'PVC .tT\ S=0.020 MIN. 12•-2000 PSI SLURRY \?41 TO DAYLIGHT. BASE ENGULFING LOWEST -ca.v CRIB MEMBERS TYPICAL CRIB WALL SECTION@ ~, I TOP STRETCHER ~~f ELEVATION ~~,\ SEE PROFILE ~pi ,,,..~_,,..~ DETAIL N. T. s. N. T. S. ' ½ 0 2 I ' • ' ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT PLAN AND ?IR!OF~LIE CIRlHB WALL MESA DRIVE STA. 51+80.00 TO STA. 54+47.00 1--MA_R_K_,_D_AT_E~ __ o_Es_c_R_IP_TI_O_N_-----l :n~~~~rfio¼Ni~Udd~✓_ICJ, •~11,1f7 1 SHEET REVISIONS l.iicE 24101 ' DATE 2 4 DESIGNED I TS, PK, LC SCALE DATE DRAW!Nll NO. t-OR-AW_N_, =o=s-=,R=aR=-----,CHE-C-KE_O_,---cLccC=-i AS SHOWN 3-'13 OF 91 60 ' ti _10 n.n. ri:-c::: 25 (\ ,,(}I ,..,.. ,...,,..,.. 25 0,.=22.00 CFS / I'" _.,,,..,, CO 11 II U_J > I ~ '::, ,~-F.S. OVER S.D. o -7.5 cfs CONTRACTOR SfALL VERIFY ALL PIPE CONSTRUCTION NOTES llil [ill I 77.I I 19.I CONSTRUCT 21" R.C.P. (1500-Dl CONSTRUCT 36" R.C.P, 11350-DJ CONSTRUCT 36" R.C.P, <1500-Dl ,. ,.. r r-i -:;"' ~ I 19 -------\/ ?i:. ~ t--..,~,-!:r-..,-H'!:',.---i----------------:r=------------:-v,;:--~1---+------------+----------E"'rl---'---------------J-----------+l-'f-, ----------.,:;..;;:e----J------------+-------------c---+--------::.,.c--h~,;,, -l---i_:-t_lt_':f<''ftl'),n,.s-1.,>i.<l,~---R---H------I > V) w --:> -21 I I I I' WALL THICKNESS # -Tri r'-f'\·',.. .......... ,.... ... f'\ld ~ 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. 50 At: 30 STATION CU, EXC. YDS. "ILL :... _, v >-~ lSI.J 0 N ~ 1, -J • ..,--r ~ I-----~ -'tt. .. .. :;-r-r-:c I,:'_ ---------I I I r: -TC '-. I /RIM ,,...,. "--r r -,...,...,. c-r-. _J_ ---- 45.07 • -_ IIVL 6"W I I ' I -I I 'V T ' y I I •~"W AA "- PROP" n I : : / HGL " I HGI V .7' i /ii 41.50 ' " AA r~ / 'r,.. : 1/ INV.OUT ': 43,_0~ IN'i_.lN HGL ' \,_ J, : ~~-33 I ' /'111/ , • ...,_ U u 43.32 . LINE "A-I" INV IN\ l ,'I ·-·· _ _ Hut1mt-------7ifNN'VV.."'-ftINf-~t;fi:\-=.:.c..;;;====:=:::=:=,=:'.::::~,hf 1 ~ / ...,..,..., • L.. ,.,,.,. 1 • u,-..>o --,.,.., ,_ -->; IV -,,-., -::t~ HGL 47.14 Hl>L \ I \ INV 01 IT ·-,, ,., ' ' ,..., . .... ... I I \ 11 '), ;1; -----V ;,j "-J'-fo:IU --- l,1u ;1;; 42.07 41.40 J:L/ .. .v.vv I / I if' 36"RCP-LINE u _, '{.I I " 43.00 / ,, A" I LINE "B-4" " ', ,....., c[1 ~-- '1 /lNV. IN Cl u 45.34 INV. OUT "' CONST. 19.36 LF' w + + o 8 ~ ~ ,, ,,.., CO-NZ ;_; 0 + z ' -I 0.. N co ci isi w , Cl I ,...,...,,,..T ..,,.. ,..._,... IL 2l"RCP @ S=0.0150 11500-Dl I 36"RCP @ S=0.0065 I 11\lr h /\II ._ I I 'I.._ • 3-t 00 2+00 0.. w 0.. 0 a._ z .: w ,..__ Cl .,.; "' -ro ' ' W N + ·co ' <1500-Dl S=0.082 CAL TRANS CONTRA CT N0.074584 FOR CONTINUATION \...,CONST. 17.34 LF 36"RCP t!1! S=0.1251 11500-Dl. SEE SHEETS 9 & 13 FOR STREET DETAILS 79 2+00 ·1 lN!=" "A-1" l+ Zl0 PROFILE HORIZ:1"=40' VERT .:1"=4' PLAN 1"=40' "" .._, -....,, ___ _ !l350-Dl 4.33 FS / INSlu~ BOX / J:"()D DJ 1\1 VIEW LINE A A A A-I I ~CAL. TRANS. CONTRACT NO. 074584 STA. TO STA. 025 1 +01.83-1+19,17 40.00 1+23.83-1+96.82 40.00 2+01,82-3+13,64 18.00 1+01, 15-2+13.69 22.00 I 1 .Ir II,-.. r'IJI -11 ....... !="()D DI AN \/ll="W l+ ~0 So 0.1251 0.00j6 0.0059 0.0150 0.0256 0,0vol 0 ® DEL TA/BEARING 36°15'12" 45°00'00" n D 0.013 36 0.013 36 0,013 21 0.013 21 DATA RADIUS 90.00' 22.50' dn 1.94 5.66 2,90 5.66 1.58 7,48 1. 75 9.15 LEN.IDIST. 56.95' 17.67' Va TANGENT 29.46' 9.32' STATION EXC. CU. FILL YDS. 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, [[J PACIFIC BELL, ~ SOUTHERN CALIFORNIA GAS CO. [[J CITY OF NEWPORT BEACH. ID SANT A ANA HEIGHTS WATER co. ([] COMMUNITY CABLE. [I] METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT I ½ 11/ I 3 INCHES ON ORIGINAL DRAWING 2 I ORANGE COUNTY ...... ,' '. ·,: .. t"· :-" .:· '. ' . ' f.' /·'; ,< ·,' PUBLIC FACILITIES AND RESOURCES DEPARTMENT MESA / BIRCH REALIGNMENT STORM PLAN AND LINE "A" LINE "A-1", LINE "B-9" DRAIN PROFILE LINE "D" f--M_A_RK~D_A_TE~ __ D_ES_C_RI_PT_IO_N_---l ~~~~~efRio~N8f",/i1,,;,,!1.c,.fl C,,/, {,',,_7,]:f:,, ,I _ • SHEET REVISIONS RCE 38024 DATE ,__ ...... ,-. 2 5 DESIGNED : TS, PK, LC SCALE DATE DRAWING NO. f--□-RA_WN_,_D_B_,_R_R-~lc-H-EC-,E-D-,-L-C--< AS SHOWN 3-9 3 OF 91 30 ,., C: 20 10 .... 25 -.... ,.,. CL MH 19+07. 7 ..... .... . .... F i"IVFR c n 0:, ·-.. 00 # N II aJ II > 45.94 TC \ I ' HGL f ~,(9 :n:----- / °"'<Sl ~ 9 / n / RIM L, / 25 42.00 RIM .)(,/1 L _JT -0 / (..)00 -:, I I ' HGL ' \ "77 ~- \ , /HGL I , __.,..-....-~ • / / --1 ;-· ,!, 29.14 ! / I _,,,,-, ~ / / Ju ,,29.14 / 1 :1 ', !NV. IN 18~' RCP I\ I -----~ / / 11,JV·,/!..\I! IU I\V11/ :1 I ............ ..., I ___.--1 ___.--• "B-2/' r,B-3" 1 I> \ I j} / / ,' / I, 27.94 ~ 29.22 ,T / :_29.4_7 V ' I I !W'W HGL \ ' I rrwr , 1 / II -,,-. --~T• w co., w ""' 0.. • 0.. t-- + z en w ., .., 40 35 ' f----+--H+-------+H-i _ _,,...,,,.,,---=--+--------=-"7"~ K_,-~-:-tE-'=====-------,,---------:;~o..==it-----;-'/_· ___ ,1 ,,_/_171,4"-th-~'°':,,-2_7_.-;54_1-tt _____ 11-tt __ 1N_v_._1N _______ 1 ______ ~~tt~-,'-----~''t----H-----"_· _··T1 ____ 1 ";::::~:;-;:~-;;-"1--t---, i.------~ / 1r-.i 1,_ 1N 0 /. ~-/ / ~,-n f-:::: "" w ,. -coNsT.68.30 25 C: c3 <Sl N 2 + z co= CONS" . 109.18 LF 36" RCP CONST. 234 54 LF 36" RCP '..__ C,0NST. 84. 93 LF 36" RCP Jo' "~r @~=IO·"'"'~ ST A TION r----jj_~:Ji~=+~fr=-=:_=:_=:_=:_=:_:=_<Sl~w:,J-t'0=c=-@@s'S=~0,t.0~3½9100:=Clcl3'35510~-DDll -=>-t-F0=c=-r=------@'@S5'=~01J.0~319900r===cc1133s'.50HDl>l ----~~'j::jli';@~S~=00.]!~~5i44-(1(!335510~--0D>l ="ttl:~-~v.~.:_!::::_l-:f.-'::f-:-(j"~"~~-~@,-ef~fl-'-116da°J.0ill0~----:----1Ji';7r"::-1i0M01 ________ J1'8:f-t,~0Jl01-------,]IC9i'-::, .t, 0M01 _______ 2?00~+jj,?)n0il ST AT ION CU. EXC. 10 00 c_~g_~~T,_~§.0J_~F __ 12 11• 00 12· 00 13➔00 14< 00 15 00 EXC. CU. YDS. "ILL O !1650-Dl. FILL YDS. UNE STA. TO STA. 025 So Sf n D dn de Ve B 10+00.00-I0+58.0I 90,00 0.0043 0.0184 0.013 39 3.25 0.85 >--=B~-+-=10_+=6=2-=6~7~-1=2~+=94~·=3~8 -----+--e9-e0"'.0,...,0~-+-=0~.0=3=9_0_+0=·~0=16=4~--+"'=·~"'lj~--+=3=6-+-=3~.0~0~-+-12~. 7=3~-===--+:.::_-_----< / B l2+99.04-13+98.54 90.00 0.1510 0.0935 0.013 36 3.00 12.73 B l4+04.02-I4+59. 73 89.00 0.0049 0.0,'.38 0.013 36 3.00 12.59 B l4+64.39-17+I7.17 80.00 0.0050 0.0157 0.01.) 36 3.00 11.32 tJ l7+2I.83-17+66.94 80.00 0.1275 0.0045 I0,015 33 2.75 13.47 B l7+71.60-18+38.27 25.00 0.0277 0.0065 0.013 27 Z.Z~ 6.28 -88 - l0+00.00 LINE "B" 83 f----------~, BEGIN PIPE \ ' 79 -- SEE INLET DETAIL BELOW \\\<---i 78 l0+58.59 LINE E.C. CONTRACTOR TO VERIFY LOCATION OF STROM DRAIN OUTLET STRUCTURE AT CHANNEL AND ADJUST AS NECESSARY TO MAINTAIN ACCESS ROAD AND 2:1 SLOPE AT HEADWALL PER OCEMA STANDARDS. S7 ws SANTA ANA DELHI CHANNEL 15' )0+00.00 EX. GRND~ I I J \_3" RADIUS LI NE "B" .. / PROFILE HORIZ:1"=40' VERT .:1"=4' 84 () [A ® © CONSTRUCTION ~ CONSTRUCT 18" R.C.P. !2000-DJ ~ CONSTRUCT 27" R.C.P. !I500-Dl ~ CONSTRUCT 33" R.C.P. (I500-Dl ~ CONSTRUCT 36" R.C.P. (I350-DJ [2D CONSTRUCT 36" R.C.P. !1500-Dl CONSTRUCT 39" R.C.P. !I650-Dl NOTES @] [ill 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, TYPE II, "L" PER PLAN, PER O,C.E.M.A. STD. PLAN 1302. [ill JOIN EXISTING SANTA ANA DELHI CHANNEL. PER O.C.E.M.A. STD. PLAN 1326. [BJ 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-Dl97. DATA DELTA/BEARING RADUS LEN./DIST. 62° 36' 48" 22.50' 24.59' 42° 06' 20" • 80.00' 58. 79' 16° 47' 21" 485.00' 142.12' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY TANGENT 13.68' 30.79' 71.57' 't_INT. STA, ± l9+50.00 2.6' + _ ELEV. TO BE VERIFIED IN FIELD. ;--39" RCP-LINE "B" PUBLIC FACILITIES AND RESOURCES DEPARTMENT 0 IL \ 3' 6" 8" "--~ PIPE ENTRANCE TO EARTH CHANNEL PER OCEMA STD. PLAN 1326 PIPE OUTLET DETAIL NTS PLAN 1"=40' SEE SHEET 27 FOR LINES B-1, B-2, AND B-3 PROFILES DESIGNED : TS, PK, LC SCALE 1----~~---+---~-c--1 DRAWN , DB,RR lcHECKED , LC AS SHOWN MESA / BIRCH REALIGNMENT STORM PLAN AND DRAIN PROFILE LINE "B II SHEET DATE 3-93 DRAWING NO. 26 OF 91 :co I\ ' i I- ,LU ' I I I I I I _ I l!..11 flil II .11.~ LJ L. ,EE SHT,26-PLAN VIEW _Q =2.00 cfs I I•~•-II,..., -,II ..... ,..... u ..,, SEE SHT .26-PLAN VIEW ,-a 25 =7.00 cfs I :.J<J I I~•-lfl""\ -,II u , SEE SHT .29-PLAN VIEW L---f---Jl;;=:============l:=========a~~-=4=0~.f0=c~f~s~=========i============:;i±===n~~-=='~'~~~O\O\:::·~ A""'~-~===l=:;li1-::;::i'---~-~ ~-•~-~~~~=;15~-;;i-viic;--------+-----f":!~-----f------------+----,---------f--7:===n~~-1Ur10G+ '•-s---~f--------------+----------+----1 I : W SEE SHT .2 ,-PLAN VIEW • 25 . ~ 55 45 1 a:, ", z ....J ::.· §2 : 47.7 u .±. --; / RIM I I -- ---- --- II -I' I -,. ------- --- H r: I ---._ ...J + (/) u .,,. ..., RIM --------- 44.52 HGL ' ----. -- 44.58 38.70 51.10 RIM \ ::; ,-.: "' ---------- \ \ Al'." / :2 \ !NV. OUT ------ ---------- /HGL I . . ' -' I I I ' ' 'I.fl ' -. • I 'I-'V) . I -: ..J I :u . ' . ' Q os=[.00 cfs - _,.. -- 39.80 RIM :r: I.I) ::; . ~ 1/) ,,, L=7 .0', V=9.4' > . u ...J u ..., 39.1 /RIM I 39.16 / --- J±-7.r-c..,.... / M\.>L II ..,, ( l I I ,,. " .. , fl HGLO~ i:i / Ii,' / / INV. OUT 30.46 C. ( ,r r n ~I: :1~ ;!;' ,,, /· II ,.._____ ' I \l 30.60 /!NV.OUT 28. 76 INV.IN 33.25 /: 1 / / HGL :,/ / ', / 1/ \ 29.14 27,64 _,,,., !NV. IN /11:: 29.14 INV. IN :,: '-" I'- . '-" . II > # :! u ...J SQ I VR[M / 39,26 ./ / TC HGL -----I I 25 "-.I I 36.92 nl'.,L 33.25 '·--,.· I I II / / 1,1/ / i,t I I 27.64 - u,·, ~II r "7 INV. OUT LINE"B" INV. OUT-36" RCP HGl ;:i; '-" -. _J n ------- 48.31 k'.' HGL (L ;.;; ...: z-w !. I ' /25HGL ; I / 47.27 ; , -•--_-l:J(i1 ),j I I I . /11:: -I I p I • / ~ Pl\c--:42~.=50-=-----------t-------·--+----I ....... •• ••II 0 IISV, UUI 1r,,, -...... LINE B 6 a_ -.:r-0.:. o.... -.:r-~ a._t..0C00.... 1Nv.ourf-----ll----'-'1N,_,v,_,,_._,1N,_ ________ +------------+------------+,f------------Hf----~----------'---+-~----------'-"'q..jf~------!~!1-·+,,,,__ ____ --+ll-'½-r"N~=+l/)::_c___.a.+cJ"2W-_____ --+ ____________ ➔..,-',-· N~·:-,P+o---------f----------+----==-.ci----.==-----=----------+----------i 33"RCP , (;) ISi z c.:> ~ U1 • W 0 N z L---CQNST 79. 79 L.F. 1 1~1rup_ , W , , , .U I ISl W + W , 1 -V >< CC + + LLJ STATION CU. EXC. YDS. "ILL I'") (L ...: c5 <SI w l+ 0 .,< ·<·· LINE "B-4" CON' T. 295.64 LF 30" RCP @S=0.005 11500-Dl 2+00 • .,.,.,._/,;/_~;; .... ----. 3+00 (L I'-" ,._ a, 0 ;:ONST. 91. 78 LF 30" RCP 4+00~~->'.J.uoftTl:Juu v, SEE SHEET 29 .,,. w D .,,-' I CONST. 126.35 LF 30". RCP @S=0.0177 11500-DJ I 5+1 0 6+1 0 PLAN 1"=40' • CONST. 6.88 L , ,, _,.._,,, ·--12000-Dl 0 [Al [Pl 79 l+ ~0 PROFILE HORIZ:1"=40' VERT.:1"=4' CURVE DELTA RADIUS 42°45'36" 22.50' 45°5l'l6" 623.00' 79 L___ CONST. 41.41 LF 18" RCP '-' -- DATA LENGTH TANGENT 16.87' 8.85' 498.59' 263.51' -, I •..,..,. l__'.. ""NST ?3 ?"1 1 F IQ" Ol'p @S=0.2384 (2000-l l+ ?0 _J <SI (/) u +--; --- -25---·--- ------- 43.80 / ' INV.OUT w [NV.IN ' "' w - I I -I'") "' II V w (L -(L "' "' ~ + z -w .JIU 7.J .,,,, • ...., ,,.,_ =....,·'i./o...,>Jl,.J 12000-Dl CONSTRUCTION NOTES [[J CONSTRUCT 21" R.C.P. 11500-0) ffi;J [BJ I 79.I CONSTRUCT 24" R.C.P. 0500-0) CONSTRUCT 30" R.C.P. (1500-0) CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.M.A. STD. PLAN 1310. STATION ,Exe. cu. fill YDS. []I] CONSTRUCT CATCH BASIN, TYPE ll,"L" PER PLAN, PER O.C.E.M.A.STD. PLAN 1302. I ---------K~:8->l'i "'l';;-cf.. T-1~¥.·-,_0~•%-~t'F--r2-~"l""--H-:G-I" r:-·-• •---r----+---------< @S=0.02 11500-Dl LINE "B-17" SEE SHEET 27 FOR PLAN VIEW 1+00 2+00 ½ 0 2 f ):)1(-',-V<) kf, .• ,.,&.-,,Z,,'\-,">·-,··( -~;,, I 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY PUBLIC FACILITIES AND RESOURCES AGENCY MESA / BIRCH REALIGNMENT STORM PLAN AND DRAIN PROFILE LINE "B-4" STA.1+00.00 TO ST A. 6+25.46 LINES "B-1" ,"B-2" ,"B-3","B-7" ,"B-17" MARK DATE DESCRIPTION PREPARED UNDER /fc// '~ /1 /' --1'1f SHEET f--~-~---------1 SUPERVISION OF jl'i(~✓-t-. ...._,VW. ~-~~~ REVISIONS RCE 38024 DATE "-""I'"? 2 7 DESIGNED ' TS.PK.LC SCALE DATE DRAWING NO. 1-D-R-Aw_N_,_D_B-,R-R--.-l-cH_E_c,-,-D-,-L-C--1 AS SHOWN 3-93 OF 91 65 VXJ ' I ; , , 1 I ~a.;21.00 • cfs ' I ~-I, I I :c _J u N ....: • "' + V, . . :c ~ "' • i + V, _J ' 0 --' 65 -a =15.00 c 's V XJ .. ::: -.. -l,D ....,.!(Slr,'")tt::... a 25 =4.00 cfs --1 (S) • .. co u--:i ro J 55 "'J"" ~+ti"! ,, 111 ~?]_? ,; II 55 f----+---+~~8•~~-----------+-,7L=~=i=3.H.IM~====-----F'-... s1._a..._v_.,E'.:'R'_'__S~.:.'.'.D:.:.· ___ ---=""''---+----------:;lt..2:J=~+-+_:_---t-----1i"~"~c~~---R:llj1------'\~T---------t-----t-1/,__Tc"C='-:;lt.",~:~-l----------t--;='~'~'=~----------j----t----------:---------1------------c:c~:i~~l•f;,--;-________ -----Gis,t-1---------,----j LJ5 STATION CU. EXC. YDS. "ILL . , / \ RIM \ / RIM \ Cl 4, / RIM \ / TC t;l,67 --' ~ vi "' .!.' 1..D : ---------------__ .\ \ 1 !GL • / \ /HGL -· ·-\ 1 "'" 50.64 / 51.5 / TC u ...., ;:; ;,. • I ,..,,... -\./ --;:_ -c:r----.. -f-HGL -f-------\ -~ ,1 RIM ............. 50.75 u j/ <( HGL ;.,,.., / / 1 • ._.II, r;aM ; 2~ ""' ----c, ?6 , ;, HGL __ ""' - • • ;r • • • HGL 50.82 /' '/ , ,~, V): 47.7? 47. 76 HGL "'-/ m,L ' I A ',-.,- " "' . 44.25 !NV.IN ' /21" RCP LINE"B-9" I \ 11V 24" RCP LINE"B 5' I I 11 INi'/.OUT " \ 45.31 . ~ :: 11 IV/ I', 44.05 ' \ 50.91 HGL \ ,u, Al JT 46.05 HGL ----- G 50.99 TC 46.10 HGL -, INV ,IN 30" RCP LINE "B-8" 43.50 I\ '3.87 \44,15 44,E4 / \44,74 V / JNV, OUT / \., nn I f--".ll~~V~,~l~N-~U-~l~NV~.~IN-;----;l~NV~.~~<'~U~T_L--Fl---oo., •• F..~.~ .. t==-----,,-4--7 L.. __ !-,4,3,"5n0----fl; !NV. IN \ 44. 0 ""• U0 I 2Vilciu 1 LINE B-4 11-----+---------+-----------+l'f----------+f---+---------I I U, 1-- ' 1 "" 1.9· !NV. OUT I \ • ,. . • vw " . INV. IN r--w w -"-e:,,., ,-.. "--; "'0 '-' ...: "' r:'i al + Wee 0-,~ w "'I Nfk '= "-. "-. "' "-cn I'-' ' "' ·" ,:! No w+ oo-,..,.;-+z w + ~w cnw a:, "' u <O w w LO -0.. ,_ r-- ": "-CL =-: . ... 0 .. - 7n_,r --- NZ WN N +, ,~ ;!:. --. ·- -w N "" "-.,. "' ~ N 00 en "' N "'0 " N 7 N-.,. _w uH, VU I LINE "B 4" 30" RCP "" ,, W u CL 1 r CL ~ NC 1;:;-' l"'1 38.35 11 / ,JV LJ5 r--CONST. 287.56 LF 30" RCP CONST. 114.18 LF 30" f CP I I CONST. 14,61 LF 24 RCP w ~ l----~'l-ll-~---------~F'="=e@~S~-0~.~0~0~5~(~18&0~0~-~D),===",-*----------t-H~~='"H-"""""~~~~~+-"""'I--J-~~@~S~=~0.~0~0~50~(~15~0~10~-~DF=---t---------fL-----l-1-C-O-N_S_T __ -7~9-,6-0--I-F-30-,-,-R-C-P--------t------,~~~='oi--'oi-,u.,u~07!5"00~~i'rit,~~-----------;;~:ttio..r--------~.,.~.~,,_,,___-t-_______ ----ii----7 CONST. 86.71 LF @S=0,005 0500-Dl LINE "B-4" 07 F s " ~~=,u,,u~~~ ''"' ~-~-0+ ~ -t;:,Qt::(~~1-,,32,_,, .J __ @ =0.0, 51 ~ --•·~I, fl,l Lr -.JK,J '"·" @S=0.0177 I 500-Dl 6+ J!O 9+ 0 10+ ,0 --11+, 0 12+ ~0 I+ 2J0 2·00 LlNE "B-5" -.-. ,.,.-, I~ ".),1U ..,,.,.,... L[NE STA. TO STA. 025 B-4 4+99.11-6+97.17 36.00 B-4 7+01.83-9+89.39 36.00 B-4 10+33. 78-11+20.49 12.00 B-4 11+25.15-12+ 39.33 4.50 B-5 1+01. 72-1+56.33 9.00 B-8 1+01. 72-1+81.32 15.00 So 0.177 0.0050 0.0050 0.0050 0.0350 0.0050 u w Sf 0.0085 0.0077 0.0009 0.0001 0.0016 0.0014 n D dn 0.013 30 2.5 0.013 30 2.5 0.013 30 2.5 0.013 30 2.5 0.013 24 2.0 0.013 30 2.5 Vn 7.33 7.33 2.44 0.92 2.86 3.06 de Ve I SEE SHEET 7 FOR I STREET DETAILS 81 • ;:,, ···!,··· .. ·0,.;,. :-i¢:;: . ; .: ,.,,.., ff.. ·-· :·.. • ·-·· <O > PLAN 1"=40'. PROFILE HORIZ:1"=40' VERT.:!"=4' ' " -'~-~I-" 11 Ii I w z _J N ": N "' + N L=7',V=6.83' <O u ;:... _J II u _J 81 1+ ~'71 - 81 0 0 0 DELTA/BEARING 45° 00' 00" @S=0.0166 (1500-Dl LINE. "B-I0" SEE SHEET 27 FOR PLAN VIEW STATION EXC. CU. FILL YDS. CONSTRUCTION NOTE ITiJ 112.1 [El I 79. I [ill I 86.1 CONSTRUCT 21" R.C.P. <1500-Dl CONSTRUCT 24" R.C.P. (1500-Dl CONSTRUCT 30" R.C.P. (1500-Dl CONSTRUCT JUNCTION STRUCTURE PER O.C.E.M.A. STD. PLAN 1310. TYPE l CONSTRUCT CATCH BASIN, TYPE 11,"L" PER PLAN, PER O.C.E.M.A STD. PLAN 1302. CONSTRUCT 30" R.C.P. (1800-Dl DATA RAD[US LEN./D[ST. TANGENT 22.50' 17.67' 9.32' ½ 0 2 N•.•J .... /"'''" ., e•,. •l :l 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 ST A. 10+54.97 LINE "B-5" ,"B-8" ,"B-10" MARK DATE DESCRIPTION PREPARED UNDER ,i'/, ' l'J , , /' ~ 1----~-~----------l SUPERVISION OF ;, pt,.,/4,o,.V {-• C,.-,t.,.[/'.,~ SHEET REVISIONS RCE 3a024 DATE"-~:,•·? 2 8 DESIGNED I TS.PK.LC SCALE DATE DRAWING NO. I 3-93 DRAWN ' DB.RR CHECKED I LC AS SHOWN OF 91 60 -40 N I----------+--+-----------+-----------, ---> a, f---1-----------+-----------+ ---• ,., ---~~.. ~ ~~ 1------f----if-.--------l---------+--------+--------+--;';;"-I-':"";>---" ----+-----------t------:~t;;----t---------i----------+---------j;i;-j---t--!;Y.)-----j mu J+~ ~ --u-.J----O-:;;r1- 30 l-a:: ::::, u ~ m o ..... =8. nn r--fs Q ,..4, 00 cfs II > 0 I u, ' _II " - • II • ,_.., TC -- i --- An nr I I •n I " /I?' W \ \Y 47,45 47.27 5 I. 2 "IM --/ EX. S. TO BE . J OHool:O',,,. W' 1 '-'• IVh ..Ja ~- V -- " J+~ UN, 4A 7 _/ RIM - ' • ma, J • UJ, 50 47. 7 Kl z 0 . . ~" J~ u, UJ ur,1 _ .• 42. o ---_ r v o HGL ,-.Ht----------t-__;;=-=-"=::::::::--='" _..-L-fit-----t----i 10 I-~ 14. O, ,, .. .... -14. 70 / ,,iv.~ \14 AO I "' a..~ 01~ Q.. (Dlm~.~r-1~ I NV.OUT ' ,,, 14, 70 ./ --:::.9~N I~:.~);~ I Q LI NE 'C' !,! 1 "• "I ~, 12' VCP s. \. 12" W " \I 3. 7 EX. s. 0.. • 0 r--z + ,-CONST. 175. 64 LF 18' RCP 1!:!S=0.029 (2000-D) m> z c5 ON . op m r-ia..~0 1• ;;::1~-~-NS;~T-~%~~-~9~2~L~F;;-=:;-·~10h"':-1:1"::~-~~-4"~04"'~·~:;:;~a..=------l---------__;~·;41-·-,,i'wi:r°?a""'10Tc'_..,;:'!'~;..-----------t-----------t-----------+------,nJC..-afl:r:~•-------,-----------r-7 -0 w + + u • CONST. 7~. 79 LF L I NE " B-6" , .. + IA 1 Rr~I-' ~ C:::-=n Pf1f."i O al N UN1,-:-1N1Q +.~ AC: -- 30 a5 CD-2000) I' "' w 1!:!S=O. 0326 (D-2000) sTAT I oN 1-::~, +.=o"'°o----=-1__.'.,'.'..,N;1~;_ ==-.--=-= r•~--42-J..;o~o~=F=~----;;3;i-;,o:-.o~------,_i.f--;oio~:..:..::..::.::..::..._:_:-=-:.:..:..:.._t----------;::6t•"O"O--------i5i::, ~iio~o;;-------:4;;.:+jJ~0;;------~3j°?i .o:rio------~2i"-:;• · lroiro,-----1-1 tio)(o=il sTAT I oN UNINCORPORATED TERRITORY PROFILE r--c-, T_Y_O_F_ -----sEE sHEETs 4 AND 12 sEE sHEETs 5 AND 6 ;' FOR STREET IMPROVEMENTS FOR STREET IMPROVEMENTS / I ---..___ . ............. NEWPORT BEACH 8~ ACACIA STREET 1 ! I / ------------L. HOR I z, I' =40' VERT., I' =4' ~ ~ 01 ~ 11,./ ~-/ / II g~,' uN 1~coRP~A /rn , ; 1 ; ------..._____ ________ _ II u a u u ...:: 80 J_ i 10· "'i I ER~ I l; RY -----------~ 11 ~ : ~ ,., ~ . o I 35!-/ 3 5' I / i;J I I ' ' II ~ 0 : ::i i =j~ u,"'° 6', 20 29' ~ /8~ / / 1_ / toi,0i'?;½, ' J zo d~ ~LINE 'C" /R/W~ N 'f Jr;;-..; ~~ I Ii ;-~? I :[::;~ I / /% / ·c:·~ <~ u ~ 'i'o :-~uJ ~';;'~ '1 1 N /.,.o~B~ / 1 ;1 ~ ~ -------1·~ -----___ , ___ rillJ __ 1_0_.£.._'---~ lC) =,~ -JU Ii I ;": -~~ I I I ZJ ~ 6'_ --~ «' '$,: (.'.) -~ ' ~ ' ""'t-+ ,_,,--:~_-±'----, ' I sr \ i I R?fi': , ~-:?"'J \'\~,, ¾ \ ~~ . _____ ..,. --===== ------=::::: ~ ~ II II II II II ct cjAESA DR I VE 2100 CL INT. 3too ~ • -\h' • _::::::, -,,,_>] ' ------..,. .... ·r ( 1 75 I +96. 50 LI NE 'C' ~ -p; ~ --~-" i_;:i z • ;-~,~<~ N 19' 34""-7 '.~) ~~ \ A ,._ =l+OOLINE'C-1' ~. Nl9"34'47'W~'\ u,J ---.:_"'-~INE'B-7k:::J,~""., ·\ --__.,-.,-\ ,-_ ...... n __ , ,:::;;;;=:;;=====~JS~"~17=========3._~-:::._-:::.iJ;.J 70 -~ 1 ~ MESA DR I VE ~ ~ ~ "'-1 \ 1s•~0e-o' __\_... ~ ~ "~__.,....1 ~ -! --~ ~ \\ \_\~'c. ' ;;,--. '6-,..._. <b~ I/ 'I'\. • J /-,, 14+81.90 MESA V 15~00 ]7o}-1'16 "'-,~ ;;., 0~ \ 70 ,. ---::::::::--"'-/! ,_,...':.-0 ½,_ <b~.s,<;.'"' ~I.If / R/W~ 7 u, = I +00. 00 ACACIA --s:,.... ' LI NE "B-6' ..(N64' 34' 47" W .._~ N " \ .__~ • "o u' <,...;,;, ~-rll< ~( N4' 21' 12"W ;' , (pf "",~, "~,\_ ~~ 1\ o "°~ ~;%6;~ LINE "C-1' o ,, ~\.'-' ~ ,6', I '1-, _ _r-;;,i ~ sr ui ' \'.. '\ d-.. CL I NT. >',<S>, --J\'---i.I.§J EXISTING SANTA ANA DELHI ~: ~ - - - - --- - - - - --+---',\,, ~\" j ~;8~;~0 ~ /-f _L_I_N_E_'_D_,_!~~s!=E~!!l1l:fo,:\• mrns,ON ~~; i / ~ ! Q t ~ R/W ~ , :t_\' ~ f ....::i=~i>::;F;::~5=LE:::F=OR===------r--0-2_s _,--_S_o_-,-..!:~=~:!..J--,,---n-+ll-,-D--r-dn-.--V-n-.-d-c--,-v,-c;!!l. -,~ . ~ ~ \~ \t~ ~ 'v / LINE STA. TO STA. Sf 1-JU) /' \' 1\ <::i 79 B-6 2+81.83-4+44.55 15.00 0.0082 0.0213 0.0131 18 1.5 8.49 1.28 6.99 d;\:-.:'.:.~ \ '~ ~ \' B-6 I +O I, 53-2+77. 17 15. 00 0. 0290 0. 0290 0.013 I 18 I. 5 8. 49 I. 28 6, 99 :'.:; g" , \_~ i~. \~ \ B-6 4+45. 21-6+64. 33 3. 00 o. 0065 0. 0008 o.013 I 18 I. 5 I, 70 o. 32 2. 70 11 \ ~ \,\ \ \ o.013: 18 I. 5 4. 53 I. 06 5. 59 79 MESA DR I VE C 1+00.00-1+95.92 8.00 0.0073 0.0057 _f\~{~(tIT\J~~----; _ ,;,t:~; ... '--~.·::·· ----~ l, C 2+00.58-2+57. 79 4.00 0.0052 0.0019 0. 0 I 3 I 18 I. 5 2. 26 0. 72 4. 26 C-1 1+01.53-1+81.32 4.00 0.0326 0.0015 0. 0 I 3 I 18 I. 5 2. 26 0. 75 4. 36 CITY OF NEWPORT BEACH PLAN I ' = 40' flUSCOJE ENGINEERING 16735 Von Karman, #100 IJVlne, Californla 92714 Phone (714) 474-196o FAX (714) 474-5315 ,''<!••,( _, ,, \ ". ' , .... " ·.' ' , . .,, ,\ ' -_ \ . ', ~ -~- ' 1~(,1/n ·, I J I J I J I CONSTRUCTION NOTES 110.I CONSTRUCT 18' R.C.P. (2000-Dl I 76.I CONSTRUCT 36' R. c. P. ( 1350-Dl CONSTRUCT JUNCTION STRUCTURE TYPE I PER O. C. E. M.A. STD. PLAN I 3 I 0 . 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 OCEMA 5TP. PLAN 1'302-. JOIN EXISTING CONCRETE BOX CULVERT JUNCTION STRUCTURE TYPE V PER O.C.E.M.A. STD. PLAN 1314 AND DETAIL ffi 6.84 '@) 29' 3' SYMETRICAL ABOUT 't_ . SECTION A-A V y I ' 3' 2. 25' 12' 4-I NT .. > I =40+6 I. 21 N•o· A EX. BOX \ ~ CULVERT 18'RCP CL I NT. \ 39+66.94_,.__i;;:-:...:=J::J===--=::::l 18"RCI EX. BOX \ -1o-5' LINE'C' 1-1~N~E~.~D~.~--4~4 cULVERT I J+oo.oo 28' 5• ... i--I 1+00.00 !==~=~·=~ y TYPICAL BOX CULVERT DATA CONNECT I ON@ NT DELTA/BEARING RADIUS LEN. /DI ST. TANGENT 24" 51' 23' 623.00' 270.27' 137.30' 42" 51' 36' 22.50' 16.87'· 8. 85' 45• 00' 00" 22.50' 17.67' 9. 32' 45' 00' 00' 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 DRAIN PROFILE LINE 'C' LINE 'B-6' LI NE 'C-I' , ATE DESCRIPTION PREPARED UNO~R ;/-,r-• / f -'I, ftfJ ('.~, 1--M_A_RK__,_□ _ __,_ ______ -t SUPERVISION OF.:: ,·~--;/ /,1,, ,,f JV ;f l:1/,; ";",!, ' 1 t/ REVISIONS -F!CE 247B1 ' DATE DESIGNED I TS,PK,LC SCALE DATE DRAWING NO. 1-'□==R=Aw=-N=,'=o'=s-=,R:-::R,-.:.-cH_E_cK-E□-, 'L'C.--1 As sH□wN 3-93 SHEET 29 OF 91 ~ 0 f'") w (f) < f'") (IJ OJ I.J.. 0 >-/ ...J OJ ::J ~ ...., ~ -f'") tO / **44'-0 7/8"± VAR. 13'-0 1/4"± **31'-0 5/8"± & VAR. & VAR. I 0 S=0.000772 ,,.---Ct_ MESA DRIVE GRADE LINE ELEV 4.38± 13•-o 1/4"± & VAR. TUBULAR HAND RAILING (TYP.) ,--~-itr ------1----------------------------------- DA TUM ELEV. 0.0 **MEASURED ALONG 'i!_ CHANNEL (F01) -9+oo -----....:,L_ - ;,. It) FUTURE CURB LINE - - l_ --- --- I I -39+64 END --I-/-_ ,-.: a:: EXIST. RET. / / ----- WALL / / I I I I I I ...... T.O.P. EL. "' 26.93 ""- 40 ====================:j_:r:t==::.1=~======~-~-~ ----,- MATCH EXISTING TOP OF PARAPET ELEVATION - LONGIIlJPINAL SECTION 1"=10' EXISTING ~ EC 10+00.00 ----- 41 _ ~ EXISTING N 40'37'23" -.!:-____j _ 'i!_ IRVINE A VE --10+00.00 Cf. IRVINE AVE = 1 +00.00 C MESA DRIVE N 4514'23" -;;-E -----~FUTURE -___ _j 'i!_ IRVINE AVE .--TYPE A2-8 CURB & GUTTER (TYP.) I . I ______________ J_, --------------- 40+38.17 CHANNEL = 1 +85.62 (j;_ MESA DR. I I 3= ~ ! ,....:. a:: (0 • 0, ~ IX) (0 a:: + Oo w~ 11+00 +I . (0 ~ -+l io ~ -- 18'± n I 1'± 18'± 1'± 18'± & VAR. 8.5'± :·,• .,. ••· "" ·••· •·• •·••• • :••"'• .-,:••• -,:• •••-v,.·,..-:, ,••• ,..,:• '''-¥ ,..-:••••·•.y •..-:••••••, • :••••••. ,-,;, ,,,._,,, ,..,;, ,•"•V ,-,;, ,, ••. ,..,.;, ,: •'! •• I .,.: ... • ... ; ... : ... • .... ?.•,. . ... I,',.. . ...... •. . . ... I,•,'• ,ri.:."' , ..... ,,..~ ... , .. , ... ;. : .... I,', •.. :-.: .... ,. ..,..~.: .¥ , .•••. ,r,\: .... , ...... .'-.: ... , ... '• .,.: .. : ... , ... ·-,,.;._:-;,,.:.: 'It ••• 18'± . . . . . .. . . . .. .. . .. . . . .. . . . .. . . . .. (t CHANNEL· .. (F01) : :. .. ... .. ... . . ... ShC]ON @ 1"=6' 1'± & VAR. n I 18'± & VAR. 0.5'± 9.5'± .. ~ CHANNEL : :· (F01) • I[ 1'± 18'± EXIST. DEBRIS WALL / GRADE LINE , CONST. JT. ~1~ ! ~ <( ~ (./) EXIST. TRIPLE BOX CULVERT ECR 34' RT. o, w 1+74.81 ;1::E BCR 34' LT. ___ ----·---------_ --·-------------f~---__ ---___ 1+76.97 ___ _ --I() ~ ~-----------L ____________ ~ £t~~~==========·-·==:===-=--~is-"'-~~;==============:;s:m~ 39+72 BEGIN T.O.P. EL. CULVERT EXTENSION 25.18 t') -+--+----------------+--- in . ~ ':.t- CONST. JT. -- T.O.P. EL. 24.56 EXIST. CHANNEL WALL z 0 F T.O.P. EL. -....._ INDICATES TOP OF XX.XX PARAPET ELEVATION z vi -z (!) < ~~ (0 ...J r--: w I() z I() z +< O> :c 100 40+00 9' FUTURE ECR 34' RT. ANGLE POINT II 1+83.74 I 40+39.02 I/ N 37i2'22" W / / °'-= q;_ CHANNEL (F01) , i / FUTURE BCR 34' LT. I ! ! / 1+87.81 I I T.O.P. EL. --------- I I I i 25.11 • ; = = == = = == = = = = = = = '= = = == = = = ::: = = -= = Hf-1-_::_-_::1,t-_:::-_:::-_:::-_:::-_:::-~.;t-_:::-_:_r:-_:::-_:::-_:::-_:::-_:::-_::-_:::-_:::-_:::-_:::-_:::-_:::-_::::---. 11 t' 11 ! I " i I I I ! I I I / EXIST. TRIPLE / / I EXIST. DEBRIS WALL FLOW --------- in I() oi d in I() N I/ =I BOX CULVERT / / ~t:4 EL. ~============-:-~=======--~=tt~~~-#-==~~~==============~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ I / I I i • i 1 / I I 34' I 34' I I fl8M 1"=10' EXIST. CHANNEL WALL 9' fUSCOIE ENGINEERING = .GEtiERAL NOTES. LOAD FACTOR DESIGN LIVE LOADING: HS-20-44 REINFORCED CONCRETE: Fy = 60,000 PSI F c = 3,250 PSI EARTH DENSITY: 110 PCF +I in Si:_GTION @ 1"=6' LATERAL EARTH PRESSURE: 68 PCF BOX CULVERT 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 45 PCF CHANNEL WALLS M MOFFATT & NICHOL, ENGINEERS N SANTA ANA, CA ' .6-30-9 CIVIL OF O'c OES!GNED : fUSCOJE 16735 Von Karman, #100 IJ.Vine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 ENGINEERING 1 1/2 0 1 2 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA / BIRCH REALIGNMENT BOX CUL VERT EXTENSION GENERAL PLAN SHEET SC/\lE DAlE DRAl':lNG NO. 30 = 5 Or!Ar.11 : OiECKED : t'\S sttm'."N OF 91 ~, ell :,.. --' :::., .. ) "' (j I '" . HI l--' IU oc _J 0 ___J ~~ 5AW·CUT EXIST =============::::::'.::::===~~======~-=---=-----=------_-_-_-_-_- BAR~IER~ POP-TION EXIST CHANNEL WALL. -CUT REIi-if 211 BELOW CONC 5URFACE ~ PATCH WITH EPO~Y 6ROUT :i'-0II WALL THIC\<'.NE.55 TRANSITION ----l----~ L ____ t CHANNEL (f 01) '----=--LIMITS OF TOP SLAB REMOVAL 4 +00 _J TYP. 0 Ye")( 1e\JEOPRENe STRIP 60NDE.D -• (U TO ElAC l{.f_A: __ C E=----+--- Or WA.LL EXIST. I NTER!OR CULVERT WALLS SECTIOl--j (A) ~II: 11,,Qli --------------L---==::W-c-=-==--==----==-=i--1±:t-_-_-_- PLAN -50UT H E XTE N510N 2~011 RE\vlOVE E:X.151: TOP I SLAB $ PARAPET 4'·011 u L VARIES _J (ll lllU ZOL Zz <-II.!) u u., t----" cO 0::_J a-' ~f ~~ CHANNEL (FOi) -,,I 011 0. NE.W CUL.VERT TOP SLAB + I = lO I 0 I 'ii ~ r'7 I ,,1 (~ )leIx 12 II 1,.1e.oPRe\JE / I -5TRIP 80\.lDED I I TO CONC,~ I = \0 ~ • • I r ---~ •' I II CO\,J5T. _/, 1'' RE.1-,,fOVE PORTION EXIST. CHAN\-JEI.. WAI..I.. l ~ --NEW E;ARR PARAPET~ 11:1<. oee: 11 51 RU CTURAI.. ~4@12 1d·oII I . ----.-~ . .. .. . . .. . ..... • ·,N""'·-----·· . -. ---~6@1c: - . . -• / .. •• DETA 5HEE I 1..5 NO.,'' i 1,,.....-~ 7 )( 7@1, NEW TOP 5L.A8 4 11 FILLE.T JOlt-..JT I 2~011 41.011 • • ~6 ><C: DRILi. Al-JO @ ,e E POX.,.. BOND ~ 6 xrc@ 12 11 (EPO)(. COATED) tN 12 11 DEEP HOl..e. ts)(r @12 • :1;4@ ,, • • = 0 • I • ~ ~ ' :'l . ' • -:II: 7 I'( 7 @!~ • • 1rDRILI.. ' BONO At-JD EF'OX'f' :11:sx 3'•011 @12 11 CONST JOINT~ !;-(EPOX 2o/o T • 1211 DE -r COATED) IN EP HOl..1:5 I • EXIST. PARAPEi AND BARRIER iO BE RE\110VeD 1;911 x 1t1 NEOPRENE STRIP 80\IJDED iO COt-JC, CONST. JOINT -------s -------'. NEW TOP SLAf:> I I • • 0 • 5ECTION @ Y4 1 : 1'•011 61·011 • • • • • • • t 6@ 12 • 51-011 • WHEN EXIST. TOP SL.Ao REINF. E:XTENCIS 1..E55 THAN 61·011 FROM CUI..VERi ' WAI..L,EXiEND BARS WITH WEI..DED SPI..ICE • BAR 51?.E OF EXieNSIONS TO BE SAME AS EXISTING. EXIST. REINF. TO REMAIN NEW PARAPET AND 8Ai<RIER $EE 11 5TRUCTURAI.. DEiAll.5 NO. 2 I/ 5HEl:T i-t--CONST. JOINT I I EXIST. CULVERT I WAL.L. 1 l NOTE: FOR OTHER DETAIL 5EE SECTION@ 5ECTION ® • • • • ~ EXIST. f<,EINf. TO REMAIN *6@12. NOTE: FOR ADDITIONAL DE7AII..S • Sc.E secr10N@ '21-011 Mli'-J. -REMOVE Jw CONST. JOINT EXIST. CUI..VERT WALL;; . ex1sT. 1<E1NF. ~l n TO REMAIN 1 : SECTION © DETAIL AT EXTEN510N OF INTERIOR CULVERT WALL NO SCALE PRILL A~D EPOXY eoND ti= 6 )( 31·0 11 @ I 211 (EPOXY COAieo) IN 10 11 D~E-P HOLes COfJ5T. jolf.JT :11:sx7@1e ' •• - • 111--1 I ··----•. . •• ~ 5 x I QJ 12 ~ ~ ~ ~ w4~ 12 ( • . ' . ' J;g 11 x1t1 NEOPRENE 5TR\ P BONDED iO CONC, DRII..L AND EPOXY 80ND # 6 X 7 @ 12 11 (EPOXY COATED) \~ 12 11 Ot:'.EP HOL.ES l> ' 11411 :. l'·O" Hi?:15 \'1111 li:11111:111, 1111\ll lnln<<, C:1lllim1\:1 •n71•1 \•1111111' {711) 17-1 l')lill F,\X (71 ll •17 I 1.111 ,1 MoFrATT & NICI-IOl., ENGINEEns •. N S/IN I fl /IN/I, C/1 1 1/2 0 1 2 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA / BIRCH REALIGNMENT BOX CULVERT 0CTENSION STRUC11JRAL DETAILS NO. 1 SIIEET bi ~ ::J ...., (0 07 ,n ~ 1--X <1> f6 / FaE.MOVE EXIST PARAPET ~ ~ w~ l:iARRIER·CUT EXIST RE.lt-Jf z ~~ \V2 11 BELOW TOPOFSLAB !;, fil 25 FILL R:E.MA\l-JING DEPFI-ESS\ON lil '-'l O WITH !:PO)(.'f' GROUT _________ ___] ----------! LI tv1 IT OF TOP SLAB REMOVAL =o -• N:..i.._-\-·r-'1---r-..r E.X !ST INTERIOR CULVERT WALLS I I I I p- 41+00 't, CHANNEL. (FOi) " EXIST DEBRIS NOSING ____ LL/ ____ __, _______________ _ _J z _J v1 Ill __J d) w ':Z: IQ z ~1 PLAN -NORTH EXTEN510N 00 -z ..-.: Ill o:'.: REMOVE E)(.\ST, e~o" iOP SLAB PARAPET 4~01'. E)(..15T REINF TO REMAIN +--+--~ FINl5H GRADE\ Ye11 >< 1211 fJEOPR-ENE STRIP BONDED TO CONC,--------- I ~ I I 17 I I I I CONST JOINT --------~ I 111~@1211 I I '-,_ WHEN EXIST. TOP SLAB R.EINF, Ei<-TENDS LESS THAN G~011 FROM CULVERT WALL 1 EXTEhlD 8AR5 WITH WE'. .. DED SPLICE.. BAR SIZE Of EXTENSION TO BE: 5AME AS EX!STINCE. -- 1/ EX15i DEBRI 5 WALL ---~~1 SECTION 0) y411 :::, 1 '•QI• NEW PAR/\PEi $ BARRIER ve 11 ~xp. Jt. FILLER. '6AW CUT END OF EXIST. PARAPET· CUT ~EINF. 211 BEL.OW COt--JC, SURFACE $ PATCH WITH e POXY GROUT n I I I I l I I I REMOVE EX\Si. COi-JC. 11 PARAPET-CUT REIN~ IL 1i;zu Be LOW TOP OF SLAB 1 1 $ FILL. REMAINING I OEPRESIOf.J WITH EPOX'!' J ff 1'7 r.-' r'i I ',. L: ----1- ---------------- 31·611 ~eMOVe PORTION eXIST. WALL EXIST. REINF. TO REMAIN NEW DE61<15 WAl..l- EXTENSIOI-J (T:1211 )- SEE ac.e.M.A. STD. PL.AI-J 1 '924 EXCEPT. VERT. R.EINF. e,HALi,. BE :\I= 5@12 ELEVATION -DEBRIS WALL r NEW 6Al<.RIER $ PARAPET ___u_, EXl~T. PARAPET $ eARRIER ~ TO ee REMOVED~'7 1;911 >< 12 11 NEOPRENE STRIP I r BONDED TO CONC, t-1 I CONST. JOlf.JT-I I I 1----- !:XIST, L.ONGIT. REINF. iO REMAIN (WHEN EXIST. LONGlT. REINF: . PROJECTS MORE' THA~ 21•0\ c!iAf<.S MA'!' CUT TO PROVIDE 2'·011 LAP WITH NEW REINF. t-JEW TOP SLAB 5ECTION © ' 1TUBULAR HAND RAILl~G 51:EJULY 199E CALTR.A--NS STD PLAN 611·51 S/611 :. 1'·0' SROUT-----_____,.,...1 I ~~---r!l::i:;::;;:--.·;-l 11 CHAM FER (T'l'P) NOTE: FORDETAILS NOT SHOWN SE.E . EXIST. 5IN8LE BOX CULVERT I :I;: 6 >< _ __,, @ 1 2 :!l:4@ 12 • DRILL..$ EPOXY BONO SECTION @ * 6 x 3'•011 ( EPOX'T' COATED) @ 12 11 IN 12 11 DEEP HOLES 3/811 : 11-0 11 r , I 11 II f REMOVE PORTION EXIST 11 CHANNEL WALL rl I I I 1.9 I / ~r.-r'\ Ye'x12'1NEOPRENE STRIP I ~ BONDED TO CONC, DRILL At--JD EPO.X. Y BOND li:G x 7 (EPQ,l\Y COATED) @)12 11 IN I2 11 DEEP HOLES - <£)0 llJ ~ IX -:;i:-:s;O • fr) 0 -· l9 - ff) _, cu = cu cu I ~4"'2~011 @1811 *4 @ 1 e11--==:::::::::::= ltG x Q @1,11 -- fUSCOJE ENGINEERING 16735 Von Karman, f/100 !nine, C:illfonila 92714 Phone (71/4) /471-1960 F,U (711H7/4-5315 I I L, • '..._-fi:4 (TOT, G) *4x n@Ie11 • TOP OF PARAPET ~ I I LJ 11 DETAIL AT NEW: TOP St.ABU r--=l~Uaa.-3 -ti 8 3-:lt8 CONT, CONT, 0 • -C\.J ~. ~4@1211 --f-[--rHr-DRILL 4 EPO><-Y --t-----'--~ BOND ~G@12n IN 1r5x4'-011 @9 11 1211 DEEP HOLES • EA. FACE.. TYP. TOP 5LAB .REI NF AT NEW TOP 5LAB I I I I I I I I I II 11 ' AT E><-15 Tl NG TOP SLAB DE i A IL AT PARAPET AND BARRIER , M MOFFATT & NICHOL, ENGINEERS N SANT A ANA, CA ~ 12 A.L. ELY ·~ ~ ,i0. i8880 ~ E,p. 6-3 • 1/2 0 , 2 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA / BIRCH REALIGNMENT BOX CULVEITT EXrENSION SI RUCTURAL DIT AILS NO. 2 flCt: DATE orur,mo uo. 32 OF 91 0 • CD • # U1 ~ 0 • CD • # 0 l.,J1-0JO 40.25 TC 54t8~. 8511, 39. 58 FL 8' CF 39. 75 EG () r Ln[u, .c,. • 39.35 TC I I 54+69.R5 I 39. 27 FL I I. CF 39,58 EG ' '-"' 54•66. 85 I.· 40.00 TC 39.00 FL 12 "CF 54+63.35 CL CB •5 '[ •J w9,96 TC 12"CF 54+59.85 [ 1,. "" FL 54+53.85 n ,,, NIO co + 54+34. 85~:_50 EG l'i~· 00 TC 39.33 FL S"CF I ,1-51.06 FL 28+25. 00 1::'._l_--51. 73 TC 8" CF --~I. 23 EG "'IC v.J <: _ 1-~ _ _ ________ j ____ f / ~-· 2 3 Ef; 25(____ ___ / _ 50.93 FL_ 9"CF 28+4!.00 _ ~/ 51.68 TC 50. 76 FL , , CF _2_8•_45_._ 00 1,-/·-1 _5 I. 68 TC ' 1 1_5 I. 24 EG ,1 / 28•51.00 ,-Jt/ __ 1---59.67 FL 12 "CF ; [ 51.67 TC r 28+58. 00 II " --------H - - CL CB •IOI[:;;: I 28•65.00 IL __ J __ I _:,1.07 TC IZ"CF -7\\ 50. 66 FL n r ~•68. 00 __ I , ,1 _ _/5 I. 22 EG ~' 50.99 TC l"CF 50. 91 FL NI G> CD + --.JIO --.J "' 0 0 -< 51. 19 EG 28•89. oo_tJ ___ .,,/ 51. 69 --~-----TC 8" CF FL .. 5 I. 02 0 • 0 • CD • 52.39 TC 8"CF51.72 FL 51. 89 EG I I, CF 52. 24 TC 51.32 FL I I +04. 00 "-.I I 0•85. 00 52.07 EG # 52.24 TC A 12"CF 51.24 FL 10+79.00 0 • CD • # lO 'vJ I <-0' ,vJ r , " 10+75.50 51.24 FL 12" CF 52._24 TC --; il CB •4 c-L -10•72.00 10.69.00 ECR 51. 74 EG 52. 24 FL/ 8 " CF 5 I. 5 7 TC -::.~ _ FL 1 -- T C • 50. 75 FL I I • CF 5 I. 6 7 Ti: 5 I. 22 -------- 50. 66 FL I 2" CF-------- 5 I. 66 TC 51.66 TC 12 "CF50.66 FL 5 I. 22 EG '"' 28•32.29 28•51.29 28•57.29 CB•9 -\ -----'--r---+-------51.67 TC I I "CF --------,--~!--' 50. 75 FL 51. 70 TC 8" CF --------------, 51. ~3 FL \ __ _\ I 28' 96. 29 51. 20 EG V 0 • CD • :f:I: vJ 52.03 FL 52. 70 TC 8 " CF 30•45.85 ECR 52.20 EG 30•48.85 _ _,/ 51. 72 FL 30+52.35 ... . 52.72 Tcl2"CF Ci_ CB •3 30•55.85 30+61.85 30•80.85 45.33 FL 52. 72 TC 51.72 FL 12 "CF 52,53 EG 52. 82 TC I I "CF 38.35 FL 52.53 EG 52.82 TC 52. 90 FL 8" CF 8"CF46.00 TS l"'I 19+04_,1_3 __ 45. 00 EG_/ 1 I " CF 4 5. 0 3 F~ 45. 95 TC l 'I 45.51 EG --"-"·------ 44.94 FL 12"CF45.94 TC 19•22.13 19•28. 13 7 ' 0 i I ! I • CD • # (X) rll II 1! I 9+-Ll2. 13 -N 1·, CL-CB•S ": 1 I (vJICO 0J ! I I I i I 45.94 TC 12" CF---------·•--44. 94 FL 45. 51 ·tc;','-.___~ 45.95 TC I I" CF 45. 03 FL 0_Jj 19•56. 13 z .. i?'I A 19•81. 13 I 8" ► I 1J 22.57 TC 8" CF --• -• • '' -1 '"' I f'I/\ df I'- 3_•40.6okJ_ 21-:-90--fi: s·cF -\_??-07 EG 22.51 TC 3•59.60 l/·-1-·21.-59-FL --, \22.07 EG I ! 'CF / 22.51 TC ·1 "CF 21. 59 FL "' 3•59.60 22. 07 _IQ_/ 0 • CD • CD • 3•65._fj_O 22 ._5_() _ 7:_C_ i 2' CF l-~2cclc-. 5 O FL 22. 50 TC 1--71 12"CF 21.50 FL ' ~ [I 3•65.60 3•69. I 0 CL CB"l3 3•72.60 vJ1-· GJN, ._;:---; ::1E1s,~~ -=~-~ / • ~ "'o /l~,,;---;:r~~'---_t.\, ( ·1"-~~/ ~ ? ,,_ 'o..\\ ...... 0 ..v' ...-,'1•. Q '..-,.~ fT' "-' .,., ? li~; ~t"'_Jf ~ -"--... /,"' ., ,.,, I,)). • ... "" I! 1--~ ... H:;-rt"\]~ A; ~ ~">, 1;,4 .... --__ .,.F;!,J '·~:~~ Cl O f ~ [~ ! ~ ci I z z ! ~I ::.c:J i~ ~g ":d""'O--~ g-3. $-" " "' (P S-' Vl < .-.. -€? 0 ....... ..._.=:= :;. ~ cf ~ ---e. s ~ !::i ~ § f'-~ \.0 ... 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(f) I • --j 0 ::::0 C n ~ z --j 0 177 z 0 "'' ~"' ,-, 3+97.60 2. 57 TC 8 ... _. ---~----------L,t---2 I. 90 FL # vJ ([~ ~ ,r 22_,_2Q._ TC I ,l 12"1,,c 21.50 FL 22. 07 E_G ___ '--V---,J 3•78. 60 ll"CF22.51 TC 21.59 FL 22. 07 i:G 8' CF 22,_ 57_TC 2 I. 90 FL / 3•97,60 / 0 • CD • # O"l 0 • CD • # 48. 73 FL 40+:25,0Q kd>-__ -,-4-9.-40 TC 8' CF 40•44.00 40•50.00 40•57.00 ···Ir I r """ ---..... ·11 ·,C· " CL CB •2 --" '------· .......... . 48.90 EG 48.46 E_L_ 1 I' CF •• • 49, 38 TC '-48. 88 EG '-..,, ........... ··········-· 48.}4 EL.. 1 2" CF 49,34 TC N 40•64. oo [L_ ---~9. 34 TC 48.34 FL 12" CF 0 • CD • 40•70,00 40+89.00 I +'14. 62 ECR I. .1//48.81 EG 49.33 TC ·• ···· ········· ....... I I" CF 48.41 FL 48.93 EG _49._36_ FL 8 ., 48.69 TC /J -----TC8'CF 38.59 FL 38. 79 EG 1+47.62 _ _/¥ I 39.22 TC " -fr 38. 22 FL 12 CF . 62 39.29 TC 38. 29 FL-I 2' CF 0 • CD • # O'l 8 "CF 48.76 TC ~ 49.43 FL r 48.93 EG/ 48.49 FL I I "CF ----------• -49.41 TC ~40•44,00 48. 4 I () I 2" CF 4,3;,iT 40•50.00 71------_,., ___ _ • CD _r;;-__ 1140•57. 00 • # TC re· :;;: CL CB•I J_j 4_()•§4,0Q 1 1 "CF ;:: :; }~ _ ... H 40_•!Q· OQ_ 48.50 FL 48.9, EG 40•89.00 49.46 TC 8" CF ---------········· · 48. 79 FL 39. I 9 TC S"CF38.57 FL 38. 75 EG 39. 16 TC 12"CF38.16 FL "' 1•53.22 BCR ---r==ij_ I +56. 22 -"~l-I + 59. _7_;;:_ 12 ,, cF39. 15 Tc I _J_~ _ii ct c __ ~ •6 38.16 FL 7J=~ 38.80 EG 39. 24 TC '--f'.'.--,1 I •69. 22 I •67. 62 39.06 EG v.l1m ,GJ I l'CF-=----= 38.32 FL 39. 35 TC I I" CF 38. 44 FL I •86. 62 L / 39. 06 _l:__G_ 39. 56 TC 8 , CF 38.89 FL 8 " CF 52. 2 I TC 51. 54 FL 51.77 EG _ 52. 13 TC I 2 ,; Ci-5 I. I 3 FL 51.75 TC 12"CF 50. 75 FL EG 51.63 TC FL \ 15•45.90 BCR 15+51. 90 I I 11 i I r-I I ,, 115•62.40 r,i ! CB :it 12 I ! I u15•72.9o 15+78.90 , r 51.24~C 8 Cr 50. 57 ~•, \ j 15+97. 90 1/ 50. 74 EG --------···- 8. CF 49_._ 7_:l_ ~ L __ . . ·lJ \ 50.46 TC ', 23•38.0~ /' ------ 49.~§_ _EG ___ ,/ I 1, CF :i~-ft·J~ 1~i--~ 23< 57. 00 :i_Q.~32 ~G _I ~ ')"CF 49.86 _ _Fl __ _ 1 -• 50. 86 TC \1-23+63. 00 71----------- r . .....!!._ .c,. 23•70.00 CL CB •16 , ? ., (' F 5i I • 0 7 T_(:_ __ I-___ I --j i 2 3_, _7 7. 00 ''· • 50.09 FL /I= -" ---l 1 I I . Cf' ;;;it-it~• _(:?t 23 • 83. 00 \ :i_Q.._'17 EG --~ 8"CF 51_,~_7_ TC "'-----\/1 -~'.~~02. 00 50.80 FL • n • CD • :f:I: 38.98 EG 1+88.22 39.48 TC '-------· >--.+------- 8' CF-----------38 _ 8 1 FL 13+86.41 ----·---53.06 52.69 FL --------8" CF 53. 36 TC ~-------52.86 EG _ __ _ 5 2. 2 8 Ft,._ i I " CF _i '1_•05_,il ___ l/r-r" ~r ~g ~~ 52. 80 r--71' ~---__ _ I 4 + I I . LJ t 52.71~ __ 52.38FL l?"CF l_t'c!}•51'6 1E_ -----t~: 7L Jf_ __ 12, CF 14•1~~ 53.11 TC 52. 66 52. 61 r--+-r----'-s 52. 60 EG -------~ '-- 0 • CD • # U1 14• 17. 91 52.61 EG ", 52. 65 FS "5:i.32 re 8 cF (25. 87 EGl ·---. ·---------8•95.96 I,/ (JOIN) 9•14.20 t/ .i:.;----=<-------- 1 I ' " (25. 34 TCl (25. 67 FLl B" CF 26. 28 25. 36 TC FL I I" CF \25_. _?_I __ _ EG 26.26 TC 25.26 Fl !2'Cf- u1~ ,vJU7) 9+33.39 ------------ 9 •36. 27 ?6'-?? .I.~ 12' CF 25. 22 FL ECR 25. 75 EG 8 • CF i ' I I l f-,-----t--------+--------+----------t---------+--------+---------+-----------',r--------1-----~-+--------+-----I -41-='l::!---t--t--------------,i------------;------------------+--------+---------+--------+----------t-~ ' -34-:--+----+-----------l---c::~•---------+------------+----------+-----------+------------1---SX+S+~,NG-l'IA+ER-L+NE I ><. ,,..,----~ ~---;:--/ .,.1-~-==================~==:::,t--;:~~';':¾---1 t--t---------+--~~--------+---------+---------t----------+---------1--------_-±-,,,,,~--~~,--~~~ ........... -/~-----/ l- l------"t--t----------+1--e--,=------;----------+----------t----------+----------+-------.,,,,,,---,"---t--_,,>--¾-~~---,,,t-:,,....~----/----::;;,'-7--::·· I.Ur-,-,--------- <( / ii:-i--------+----------+-----------+----------+------------+-------,,_L---1-::;,,-C. -'·'· --3-..__:::-t---t-----------1--· 1-:\.::r=o/==-------+----------+----------+----------I----------__.Jl-------_,L/:____~._:/:_ji---"'"!,-L~==----------,/--/---l-----://.C:~<:,_,,7-Y=-----HI;.----------t---t--;.,:),-:)--j «r -/ -..,......-./ _,,, / s•,S;--, I -----r~ 1.t;j~-------+-----------+-----------+----------+----------+----.,,,,,,-,,L=----/✓-..........-.L-:7""==--+-----/--:/------,f-/-:a......-::-/--:.7--=--------+-,-.,----------+--i 7' _, --... ' ----\ -. ' " u U') w ,.... • I '~ l----+---+-------------t,----11------llt---llx ~'-11--+---H---=ct o• l----t--------------1----+----tll----itm - ...... ..... ....... t - - ~40050 C0 + . w .,.,..,.,- ..,.,~s~o-o.J..QJ / _,,,, ..--.,.,,,..,., '60) . w . ' , 7 COVER .,.,/ / ___.I.,.,/ ..--:::2\>' ___. ~ I___. . w N w "' N • o • I z • -H-5,-+--+-----------+---t-----ff--iH-.--'5--ll-+--fff--'C'°;+· -'~'4-t-+1+-------=»--«;.he A"' ,, , - • -N m I 4. 4 \ <)'o, .-.;.,-~:__S:,<::!c:._ _ _,,d--l-=----------CXl;;;·.j------------+------------+------------+------------1-i':;:cCC·)-----------+---l l----t--------------1----+----tll---·H--·· ui I S·R'C'' -;-,'-'3-~ -CX) Li'l :- I r,-, _ • \ l,) I"-0 OJ ....._ t-----t--+-----~------t----t----tt----fl--ff-t--Jt------i,1JO ~•·t+-----------~+--0 -~-----------f------------+------------+------------+------------1.1.<(-::-----------+--l----j -....... ---,.,...,w 0:::: w r--+ r--...... ~ ~..... 1-U, I • :9:. - o<t :r: ...::= l-----l---+-------------1----lf----------+-------<»'t-'--'f-g ~H--------------t-------------+-------------+-------------t--------------11--------------1-------------t---+-----i -l/)....J ~ STATION CU. EXC. YDS.F I LL 8' ~~ ~ II II II 11 11 I 56' / 48' I I I IRVINE I i j I I I +100 64'64' 54' AVENUE "'"' ro tt lf'T 2-t100 3+00 4+00 I 0' ,- l?'□Vf' f'Cl'"' r1 5+!00 6+:00 7+)0 fU§COE PLAN ENGINEERING I' =40' 8-ttOO §la· ACX FLG. ADAPTER- EXIST, 8' WET LINE~_ ' _ II - 9+00 ~ ----i"1--1t--"-,... • u ~ 16735 Von Karman, #100 ilvine, Califomla 92714 Phone (714) 474-196o FAX (714) 474-5315 DETAIL , I ' N. T. S. 41 STATION EXC. CU. FI LI YDS 12·xa'FLG.X GT. jssl ECCENTRIC REDUCER CONSTRUCTION NOTES [j] INSTALL 12' P.V.C. CL. 150 (WHITE) PIPE PER MCWD STD. NO. I 8 AND I 9, ~ INSTALL 6' R.W. FLG. & G. T. VALVE PER MCWD STD. NO. 14. [iI) INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. I 2. 8l] INSTALL BLOW-OFF HYDRANT PER MCWD STANDARD NO 4A. [g] INSTALL 12'xl2'x6' G.T. FLG. TEE. ~ INSTALL 12' TO 8' ECCENTRIC FLG. GT. REDUCER. (ii] INSTALL 8" -45' BEND FLG. x FLG. • [§:I] INSTALL 12' -45" BEND G. T. x G. T. ~ INSTALL 8' A. C. X FLG. ADAPTER. LEGENDS @ REMOVE EXIST. 8' A.C. PIPE. @ PLUG & ABANDON EXIST. 8' A.C. PIPE. ~ [[] [I] lliJ [[] IL] [TI [8J 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 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. SECTION II A-A" N. T. S. ½ 0 I 3 INCHES ON ORIGINAL DRAWING 2 I STA. 2•00.00 i ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN AND PROFILE MESA DRIVE STA. 1 +00.00 TO STA. 9+00.00 . MARK DATE DESCRIPTION PREPARED UNDER / '/ ,1 '/, . ~ //J/2,, t--~-~--------< SUPERVISION OF,/ l;lV~/,~./J/;,,-~/1:'J.I';:!-• ,, "'/tr SHEET REVISIONS DESIGNED I TS, PK, LC SCALE f-'-'--'-'~~~~---~~---t DRAWN ' DB.RR I CHECKED I LC AS SHOWN Cm:?: 2,101 • DATE DATE 3-93 DRAWING NO, 34 OF 91 -r----t-------------j--------------t-------------t------------+-------------+-------------1---------hl~:l---l--------------+--------------+------------+----; = rh 1---+--+------------+-----------+-----------+-------------l'-----------+-----------l~ei V< - -I-"' I W X . w t----t---+------------ir--------------j-------------+------------+-------------+-----------""'··--t--------+-i·t= ----~ ~ ~ C.L. PROFILE "-I'" d ,_:d N • r-EXIST 1-----+--+------------. ,,,""'jt-----------7-------------t------------j----;===-1,>R"-◊POSID-fTN-J ,FIED--SURFACE-ovEo-K----='--t--------':,~ 0 :"~->:--11---------+----+--------+-----+------------+---+------; f---+-----------t-------------l------------l------------+---11'--------lf:--OF-i--' -P-1-l"E----------o-0 ••• f----------'m -"'--3-IL...------,'--/--r==-P__f; )H-l--E---EX+S+-1-NG----~~•,.· n!"-----f-------------+---1 1-1 / --o "· d __: X~ir / / 8' ATER LINE II") r:-r:- W / + _,,__./ + (-..,u. / / ',_ i---+-----------tt:·,·1--------------t------------+--------------+-r-----------t------------""":t-:;;"\<:v<:r-•• -----::':"f~-:--=--1------.:::±:.;-:,,'------1'==-:==--==:--::1-:'~---t------------,-1 1 / -/'<' -/ ---W r, ' - -VJ , =--I (56 -L.LJ _:;;::::;··'-=-----+------------+-----------;----t---......... /f-----'~r-\_-=+=:;5~(!,·.-:;:;3::::--,_--f""V) "T'",__ ___ t-------------t---t I , I ---. Cl w ----j V vi .RQEJ.I E EX LSliNG __ _ 8'WATER LINE • \ -.._ = 0 UU:> I ----I ' ' ---=-~w ---:;.-,---t------------j---j------j • I ------+------------+----+-Lf "-7----. .. ,. "2 ,_ VI~~ • ~ ~ ~ ~ ~ :.: lO f--+-------------le::_--,,,.""----------=+------------"-+------------=--+------------+-------------1--------------'+-------------:-,:--•------~ t--~-----+--------------jf-----i ,__,,,. <D "<I'. 1----+----+-------------1,....-------------,"'"-------------+--------------+------~-----t-------------+-------------+------------"'"-+-------"'-L1-·----+-------------1r---+-----i ' . , /1 -~----+------------+----; •-~"2~~'>--+----+---------~w~~=·'-----------+-----------+-----------+-----------+----------+-----------t-----------+------1-----j-----------;--t---,3c ~-z <Xl I ' W !-----+--+-----------_. -~1------------+------------+-------------+---C-O_N_S_T_R_U_C_T_7_5_9_. O_O_L_F-+-O_F_l_2_' -PV_C_C_9_0_0_,_C_L_l _50---<--------------1-------------+--------1--L ..... ---+-------------il--+--------1 \ ,~ l--------------+-------------+------------+--------------+------------1--------------+-------------+-------~----+---------------+--+-----! I-- l-----+--+-----------~l-------------1-------------+------------+------------+-------------l------------+-------------+--------hU=----+-------------l--+------I I- STATION CU. EXC. YDS. FI LL, 9:,00 --- 10·00 I I 00 12· 00 UNINCORPORATED TERRITORY --- -- - ----,-- CITY OF NEWPORT BEACH I 1 3+ oo 1 4··~0·0~-------1~5-. 0~0-------1 ~6-+--0~0,----~-~1-7 + oo sTAT I oN ;;,.__----------ii-------------+-----------+-----------+-----------+---t--,---l PROFILE HOR I z, I' =40' VERT., I' =4' I I PLAN I 11 =40' -44 ~ I I I I 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, EXC. CU. FILI YDS CONSTRUCTION NOTES [CJ INSTALL 12' P,V.C, CL. 150 (WHITE) PIPE PER MCWD STD. NO. I 8 AND I 9 ~ INSTALL 12' R.W. FLG. x G. T. VALVE PER MCWD STD. NO. 14. W INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. 12 m INSTALL I' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. I ~ 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. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[] PACIFIC BELL. [TI SOUTHERN CALIFORNIA GAS CO. []J CITY OF NEWPORT BEACH. (I] SANTA ANA HEIGHTS WATER CO. IL] COMMUN I TY CABLE. [[) METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT fUSCOlE ENGINEERING 16735 Von Karman, #100 Irvine, 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 , MARK DATE DESCRIPTION PREPARED UNDER«' /2;j / .1 /?J/, 'f/(.>:.f,, 1---~-~--------1 SUPERVISION Of,, _,,►4;,-ftt~-:~f/~f,·;J/ft,. ' "•'Ii REVISIONS "RCE 24701 DATE DESIGNED ' TS, PK, LC SCALE DATE DRAWING NO. SHEET 35 >--□-RA_w_N_,_D_B_,_R_R-~l~c-H-EC_K_EO_, _L_C__,As SHOWN 3-93 OF 91 ~ LLJ 1-----+--+------~----+--""+=~-------+----------+----------+----------+----------+-----------+-----------+-----Jr-----+-----------t--t----1 . "" . Z co X -1'0.1.,.,--------------!l-------------l------------l-----------+-----------+-----------+------------+----+------+------------t---t----j f---t----------rl.!">'1-l--.=---+<::>'_<D,---· f,,~<--------;;,,-=, ..... EX I ST I NQ_CUf:Rl;,.!E.ll ILJiCL _______ .j_ __________ .j_ __________ .j_ _________ _ji-______ _!=E~X:..!_l.=S~T~I N'!.j·~t.,_i:_PR~O::;F:__il~L:.'::E=.-----~----+------,-1-------+------------J----j 55 55 • , ------,: • / " -l----f--1------:-1--t----==""f.-;:-'....._=~-/r------t----------+------J;!::::zc-----+----------+---------+----------+-----~,;---_---:_=·+-=:::::=--r-=~----+------------t---+----1 -~ Ill < -- -'<_ +li5 1---+--+------L'J. ·i11:::----t--+--...__-"-.;;::-------+-----------+----...:"'~l'' :::c -" :c 51 1---+---+-------v-,_1---~:--':""f.s:::-::ric661---"------"._---+--=-=--,-.,,.~-=-c=--:cc-c=-~=-+-~----l'i:;: LLJ -"t '-" "-._ ,--PROPOSED FS OVER WATER .INE ;,,: 47 43 39 ~-----~ ':::::,., ,......_ X ;i :::::-... --" I "---- "' z w ::.;:;,, NO .,. u " ~ ' '-.. I • io a>' O"I ! ::I: , 'w 9. i a::: i1..a.. I ---- ,..: PROFILE EXIST. 6' ¥ATER LINE---...._ \ ' \ \ ' i. -T" ----=------- ' s=o. o 1 ~·z-w I-rt------+------------;----, . W I \ w • • .--in 0 "1"-' V '<;f' ,.. 1 --., .,,, 11 1-1Cl"Q---+-----------+-----------l------------l------------+-----t~"'-----+------------l---l . ;;: -1-----+--+-------l W • "' .,-N V) 51 47 43 39 35 Ill&-.!. .._; w l-----+--+-----~~t-·"'+-----ll-------------l------------l-----------+-----------+-----------l------------+------------+-----t~'7-------t-------------i---t----j £ _J STATION CU. EXC. YDS,F I LL t---+-------==i1-----+-----------+-----------+-----------+-----------+-----------t-----------t-------------1r-----j··-------I-----------+----< -_J -u I-CONST. 783.24 L.F. 12" P,V,C. C900, CL 150 ~ i; ' ~ l-l----l-----4----+-----------1---------+----------+-----------+----------+---------t------------jr-----j I 17+00 18 00 19+00 20+00 21 00 22+00 23+00 CURVE DATA DELTA RADIUS LENGTH TANGENT A 74• 47' 27' 580. 00' 783. 21' 458. 66' 25+00 NOTE: STATION EXC,I CU. FILLJYDS 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. 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 eTI INSTALL 6' RW, FLG & GT VALVE PER MCWD ST ANDA RD 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 EX I ST. 6' A. C. PI PE. @ PLUG & ABANDON EX I ST. 8' A, C, PI PE, @ REMOVE EX I ST. 6' A. C. PI PE. @ REMOVE EXISTING WATER VALVE, UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [E:) PACIFIC BELL. ~ SOUTHERN CALIFORNIA GAS CO. I]] CITY OF NEWPORT BEACH. IT] SANTA ANA HEIGHTS WATER CO. IL] COMMUN I TY CABLE. [QJ METROPOLITAN WATER DISTRICT [8J COSTA MESA SANITARY DISTRICT fUSCOJE ENGINEERING 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-196o FAX (714) 474-5315 '/2 0 2 I ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN AND PROFILE BIRCH STREET STA. 16+60.44 TO STA. 24+43.68 , MARK DATE DESCRIPTION PREPARED UNll,~d J.-• / f,~!1,-. T/!~{ t-------------; SUPERVISION °{_;~~(~,,;4/7 ,Jy//;,t,.. •• _., REVISIONS "RCE 24701 DATE DESJGNED I TS, PK, LC SCALE 1---=-=--c=---.----c-c=--f DRAWN ' DB,RR I CHECKED ' LC AS SHOWN DATE 3-93 DRAWING NO, SHEET 36 OF 91 --4" . I S•0,0040 I - LLJ t------j-------f1LU,r-----------t------------+--!-_J::::;"·-O- .. .,.,,-Ul---------1-----------1--........j S•0,0010 -00 ~ • r_ 0 w ~ w w w w ,.: ,~ 47.29BP 44,25 U -l~---'~.-j---------;;;t:::;.1--_J,~+-4~----------~-----------+...;~~~I-J-A/'2'il4T~~-r:>---+--!-----------l-f------l-------+-=...----------l------------+---1 I") . :g -....'. ....'. ' . 46,46TP . . ~ ,.... ·lllco N Tq" ...... ~,,_,. Lil I'-~O'l Ot.O ~ • ~W W W ~Q ,--i------------1----+~·-;,~,...~-_J::rt·;=;.~-':-l------"-'r.;---'=;-t--=':f------------t:;-J-----------.:+----------_:_+-··-··1---------·+t-----·+-----+-+-----------+------------+--! A-¢ V U ~ ~ i:::: co co r--: lO ~ -T ,-,.,q-r-c..-t--t------------+----=N"--,....-:,--="':+'"----"'--+--------l-'=-4 ·· -Sl'+-----------..-of-----------,~.,+----------.:,!:v"'~.-'"'9-1---------'"'e'-l--l------'~-t-------;;.,,,., -=f")=-----------!------------l---+--.ll"1-2- t---+------------!------11---0 ...... ----t------------j-----------+----------.,,.;'_ 1-----------'<~ •,_ _______ _.,.._•-H-----+-'-t------oof------------!1-------------+-........j I ---\!;1·1 a) V V .._,-..,. ..,. -+ - _7v~ ~ N r J~-+--+----------1-----'-1.41-----..----------t-----------t----------f-----------J-----------J-----------i-<lll----------J-----------t---t--~38- ' 1 __ NSTRUCT---SSS-;-3-z-t-F--;-t"2'f'VC-C9eo;---t;ttSO--(WH,·Tl'I ,t------------+-----------+------------+------------1----1-----! w LLJ ,,.,.;;i-------t------------+------------+-----------+-------------l------------+-----------t-z'------------1-------------1--.j.._ __ ---1 ....J ....J i---t------------t-----:..,....:'-:-;------+------------ll------------+-----------l------------+-------------1-------------l..,.......,__ __________ .j.._ __________ -+------4 UI t----+--t-------------+----t=~r------;------------j-------------f------------+------------1------------+------------lr=u __________ -+------------1---+----l t---+-------------+---~4 I r -~r------t------------j-----------+----------+---------1-----------1-----------11-'"~~---------l----------1-----l STATION 24+00 25·00 cu. lExc. YDS,iF ILL ~ 8' FIRE DEPT. CONNECTION r.=7 EXIST. L::J MA IN R/1'1 -38 I 6 ' --s,l L.:CJ Cl• <-J 12'x12'xB'--"~r TEE 't-) E i,,'1·°'~ /AB. 33 ~'<-IE DETAIL NTS w I- I "' . I"' ti\ _j 46 WATER SERVICE SCHEDULE 25•38.2 25+40.2 25+42,21 JOIN E:•IST. JOIN EXIST. PIPE AT R/WI 25+44.2 25+46.2 METERS. 26-r;00 27•00 / I ' I 37 I ~.,, 44 46 28 00 29t00 PLAN 30+00 17' ..,_!...'.. I ~-+-N-+---'----'-- ' 31 +00 32+00 ' STATION 29+93. 85 CL ST y;;---... - I 2' X6' CROSS / 2 • 50~[3 12,' R.W. \37,~~oo 6 R.W. 29+93. 85 C. L. INT. it ST. 29+81.85 MESA DR.• 10+00.00 ORCHARD DR. EX I ST. I EXC., CU. NOTE• l FILUYDS, 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. ~ JOIN EX. ACP AT NEAREST cgLLA~ W/6' A.C.x 6'G,T, 57 >-<-+-~A~A~P~T~R~-~----- -oo 5 7 .__,_,_.,__ ____ __,__U"l ' t- JOIN EX. ACP AT NEAREST I I COLLAR W/6' A. C. x 6' G. T. 6 • ACP _..,,,,1.--d ADAPT ER DETAIL / 2 \ llTS ~ CONSTRUCTION NOTES [m INSTALL 8' P.V.C. CL. 150 <WHITE) PIPE PER MCWD STD. NO, 18 AND 19 INSTALL 6' P.V.C. CL. 150 (WHITE) PIPE PER MCWD STD, NO. I 8 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 @I) INSTALL 12' R.W., FLG. & GT. VALVE PER MCWD STANDARD NO, I 4 ~ INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. I 2 @] [ill G] @] I 5ol ~ INSTALL I' COPPER SERVICE ASSEMBLY PER MCWD STANDARD NO. I INSTALL 2' COPPER SERVICE ASSEMBLY PER MCWD STANDARD 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, INSTALL 12'x6' FLG. CROSS. INSTALL 12'xl2'x6' GT. FLG. TEE 1961 INSTALL 8' RW, FLG.& GT. VALVE PER MCWD STANDARD NO. I 4 0 INSTALL 12'x12'x8' GT, FLG. TEE. LEGENDS PROTECT IN PLACE. RELOCATE EX I ST I NG ¾" OR I' OR I½' 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.G. PIPE TO NEW 6' PVC PIPE. @ REMOVE EX I ST. 6' A. C. PI PE. @ REMOVE EXISTING \'IATER VALVE, (§) REMOVE EX I ST. WATER BOX. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. I]] PAC IF IC BELL. IT] SOUTHERN CALIFORNIA GAS CO. [QJ CITY OF NEWPORT BEACH. [[J SANTA ANA HEIGHTS WATER CO. IT] COMMUN I TY CABLE. @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT fUSCOIB ENGINEERING 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 I ½ 0 2 ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN AND PROFILE BIRCH STREET STA. 24+43.68 TO STA. 31+00.00 MARK DATE DESCRIPTION PREPARED UNDE('ff_,__, f ,1,4 % SHEET 1---'-'-...::..J __ :c:..::.:...c::..c.c.::._:.__-l SUPERVISION OF 1/'ef~~"-r.?/2 pf:"!,!.!'-, •~ '? REVISIONS RCE 24701 DATE 3 7 DESIGNED 'TS, PK, LC SCALE DATE DRAWING NO. 1-"□=RA:..:.W:..:.N =, '-o'-s-, R-R--l~c-HE-C-KE_D_,_L_C-----4AS SHOWN 3-9 3 0 F 91 z z ...J I • ....J O U > 1-----li--+----------_J"":?_J_l--------:--t';=E.__ ______ --+-----"'+---+>-r __ l-~+..·1----------+""'~...J?-__ -r=Ju1------+------+c:i'-----+-------------l·~------------<f-------------+------------+---+----I r--• 0:: N'~ ~ ~ 0:: >-""' f---+----------.:;;;;;;;-}-----.~.j.,•,,_ ___ -::r--c-·-.iuc-c---<Ol;;+F-----1c;,...j,W-·--+---"'""• • -~ > • r<) I 1· I •,., ~ / t' • :::,. '-'r't. 0 H _ + LL + 0: -+ 1-<ll--------~Oc:>.j,.al----.----"'~-··r;l.Lc._ ____ -j------~,.;-l=W"-------l--------------4-L_-----------f-------------+------------+---1 t----lr--+-----------1.LJ+---··+-l ·-.=·----1''-.ff"'Al_..._ I NE-r--~-,l+ • __ __,,N"ii:i:----l-...,;,-1.;;..---------.;+.j!O::~...Jrl-----+~1--------jl-----..::"'..:+crc------+------------l·'='------------l------------+------------+---+-----l w __ V} I rri ..... t0W ~<tii: rr, u,-w f--t----------::;:..LJ-----'2+,-x-,.---l---+----+----1---1--1-=--------+::..=-----l------1-----""!2+"LL=------1/ .. -E.X.LSJJ.l'LG....CL PRQ£Jil..._ 1:i:1,-1------------+-----------+-----------+--I -5-<,~f--+---+-----------1:.IH-W • • •• / 11,~.l-----------+-------------1-------------1---+~§4- 0 0 --- 1 ----,/ Vl ,_ ---- - ·42" M-1;·. COVER - EXISTING ;• WATER LIN_ PROFILE---.... --s =-0 ,-OG-4 4---S=o:0095 LiJ LLJ v'J -4rr-:-1--+-----------.8t-c . .---..t-,---------. . .t-----.,t----.,t---.-,l---.cl----------,.,cl-----~.1-------.+-----.-,l------~.1--------------l-.-,,,·-----------l-------------+------------+---+-A~: .w w w w w w w w w w w w w 0 f----+------------_ ....... 1----_-+---------l-----+----1---~+--~t----------·+------··l-------·+------·+-----...J-------------~-+ '------------lf-------------+------------+---1 l------l--+-----------~..,.,~---~~,.+-------=+---~d---~-..1--~=-•+-,of----~·'------t-----o+-------.--l-----,n-t------,...-t------------,..--t1<;------------+------------+------------f--+----i I" I r<) V r-CO Q -,._, l!') rr1 0 CO lO ~ -f----+-------------+~co,_ __ coc,+-------~co•~----co-+----1---~4---l-----------=--il-------,~+-----~+-------cef------=f-------------l'O>-----------+------------+--------------l----l cn en en en en en co co r- l-,!)-•9---.......,--+------------:::~• i--.::"---":+-------".::.+---'--":...:... ___ ..,.::...J.. __ ~":+-".::.+--------'--":..+----.......::"_:_ _____ ~.,,.+----.......::"'+----.......::"'+------------="'.....l--------------'l------------+------------+---+-,4--;,,,_-1 ·-~ ~ - -3:~-t---t----------ii-----------t------,c...,u-nN-171 :::,C-.1 -. -tz:b::-roTIOT.-or.,T u•-TL-.7 1-=--.-TI "T)Lnr •• --rr:hVcr,l.,r--rl.,'T':jTTVTIUT,-----+----,l.,~L.-.-1, S-v ....J ,J ' I u . . . 1- l/J • I z I A I- V J"1 t----+----+-------2-1----------1--------+---------+-----------4--------l---------~.::,~;__------+---------ji---------l--+----l STATION CU. EXC. YDS,F I LL 31 • 00 32·00 33t00 34•00 ; r= 40 -52 PROFILE HORIZ, I' =40' VERT,11'=4' ~ 46 PLAN I' =40' 36+00 37·00 38 00 39•00 NOTE• STATION EXC,I cu. F ILLJYDS. 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 CWH I TE> PI PE 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 G]) 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 EX I ST I NG 2' I RR I GAT I ON 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. IT] SOUTHERN CALIFORNIA GAS CO. [QJ CITY OF NEWPORT BEACH. CI] SANTA ANA HEIGHTS WATER CO. ITJ COMMUN I TY CABLE. [QJ METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT FUSCOJE ENGINEERING 16735 Von Kannan, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 0 2 7 ' ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN BIRCH AND PROFILE STREET STA. 31+00.00 TO STA. 37+00.00 , MARK DATE DESCRIPTION PREPARED UNDER // ~/:", //?/~ ,, 1//Jl_ f--__JL__R.LE_V_IS_I_D_N_S ____ -l SUPERVISION t:1;~~~!<--/,~;A;:-'·' DESIGNED 'TS, PK, LC SCALE 0--------~-------l DRAWN , 08,RR I CHECKED , LC AS SHOWN DATE 3-93 DRAWING NO. SHEET 38 OF 91 !:: t---t-----------t-----------+-----------+-----------+------+«-S,-----+-----------+--------l·ccr----t------------t-----------t------------t----i 0:: 1 FS OVER WATER LI NE ~ ~ ti; :,11 t---t----------7'Y"lt----t---t~----+-----------+-/i----------+--------i:o-+..._----+-----------+------=,l-o-o,---+------------+-----------+------------+-----1 J:: C. ~ t'1 'q'" ~ •• 1 LL (:;J-1 -::::J ,... ~ --v·O··-+--+----------.JQ1--------'-c1~-•+r-----t------------t-1-----------t-------1•-ir------t-------------t-----+c-·---=+---=-'-'--t------------+-----------+-----------+---t---".:>.\::>----l -rr:i.w I oo >-co.a.. f---j----------r=r---"'.'· ·] ULJ:'J.l~----+------------tf-----:::c::-,-::=-:-7=-::-:-::~:::-:-:-l::----~ci',+../.------t------------t------icrrt=::C=----N-;-j-,X:i:r,:r:r----j------------j------------j------------j---j r-+ • + o:: 1 EX I ST I NG CL PROF IL:'. ~ ;::.; w ' i-----t---t----------tt:J'!-----ir-.-rl·~·f<":tltt:-----+----------+-+----------+----~! O -00QElLL£XlSIJ.NG, ____ +------"-l·""'e---•~--Z-. .f?2-----l+-----------t-------------t-------------t----+----l r----t----------""W~----t·f/--------t----------+/-t--l-/----------+-----"'--+-co---,f-/--F,c.'_W:.:.:AecT:...::E:.:.R:.....:=.L.:.:IN"-'E=--------+-----'~'-+";:;:=---~~,:..iQ..o::~:----it-----------t-----------t------------t----1 --6"> - r-4·: ::;: _ II ............... I -· I I w td •Fl -.r. S•0.0096 I S-0.0040 S-0.0040 52- iS•O. 0\00 ..,,,. __ --.;;_=-c-=--_-H· -----------+------------+-------------+----! Q. N • a. -----1-----tt◄::i:-----------+-----------+-----------+--t----l ~ " .,,r - --NS-T-.-----562..-28--Lf--+------~"90·v--n---++' 2.!.....P...-JITr.,._ ______ __,_~~ .. -·· CL -1-.SO--<l'IH-1-T-E.}--+--~no::+------+------+t·~l-.~---------+-------------+--------------t----< : • ~ f--,3-h-~-+---t------------t-~----------+-----------+-----------+-----------+-----------+-------'-"---+----+1------------+-----------+------------+---l-3: STATION CU. EXC. YDS.F I LL w _J T u 37 00 38+00 39•00 40+00 - ~ ~ ~ ~A< ~ ~ ~v 47 44 ,..., ,..., - 41 •00 PROFILE HORIZ• I' •40' VERT.•1'•4' 42+00 ,.-.. 63) )---40 5-3 .. r--, ~ I= Q O • l/1 0, z 45 .. a.. 44·•00 EX. IO" AC 54' EX. 36' WATER 38 0 45+00 ~~ I ro v, EX. 12'~1 ~ N X A. c. ' V) . w N l 8-' l.DZCO i 5' f4""il-. I~ o~ ......; r+=-- L....J \. 4 V -:lf./) --,;~ t ,--'---ro~f-E•~-.-6-'~-"\--0-1 STATION EXC,! CU. FI UJYDS, CONSTRUCTION NOTES INSTALL 6' P.V.C. PIPE PER MCWD STANDARDS NO. I 8 AND I 9 INSTALL 12' P.V.C. PIPE PER MCWD STANDARDS NO. 18 AND 19 INSTALL 6' RW, FLG & GT VALVE PER MCWD STANDARD NO. I 4 [iI) 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 INSTALL BLOW-OFF HYDRANT PER MCWD STANDARD NO 4A IN5TALL 1~•,.12,",.c.," &r: Fl--€,. TE:e, JOl"-1 ex. 12." PVC-':>'fl.lB A5 5t\OWN ON t>,PPfUN"fE:I::> C,DN'5TRUG TION PLAN 5 FOR. e,Rl'Y!""a... ~ ~~\':OD e,y e,oYl..f;. ei,Je,. LEGEND RELOCATE EXISTING 5/8' OR I' 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 6"A.C, PIPE. @ REMOVE EXISTING WATER VALVE. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. I]] PACIFIC BELL. [9 SOUTHERN CALIFORNIA GAS CO. @J CITY OF NEWPORT BEACH. [I] SANTA ANA HEIGHTS WATER CO. IL] COMMUN I TY CABLE, @J METROPOLITAN WATER DISTRICT l}!J COSTA MESA SANITARY DISTRICT 42+62.28 ~ ST. • I- V) 40 ~ ,..., _ -~ --_ -~ ~ ,5 ! ~ ;;:, 4t'.I o >-& « ~ >-) /'"f" -v, ~~ N vi 8" M o:: ,-v,. :i 40' 14 I STA. 42+62. 28 q_ ST. •~ J6 ~ ~: S : i ; ; ; ~ : /~ , 0 ~ :w .. , 27' 1 ..... , [' ~~~8v~\,~B~ Pv,c STUB 3~1 53 12"STUB PER BOYLE~ i ENG. CONST. DWGS. ' BRISTOL ST. IMPROVEMENTS. 12' VALVE\ ~ 4 I NEW I 2' \ • PLUG -__J 0 : ~~~, 2 00 •• ~ ~ i:J b~ ··c,. , -,/: STA.42+97.280:ST. 'I, -g N .ii;; sf,VL. --------·• j \ ___ -1, • ~ ,(-· ! ~ • ,_". ~---,Pi~-~ ':,W --,_. ~ -~ /; 0 / V "· '°'""' ""' -~1 •• , •• _· .·•.·····: .• ••.•.. :.· .. :,.,: t<'.) :/~ i,!,_' • ,, " ',~' • " .. :. . ';.. ' • ' • • -,, • .z . 'C. ',,. ,, ,--:.. • • . -'t::..I· " . ;~ d 41 •• " ' ,.;;:-· ---~, :_,.,+I~\ ,,··, ·;; 7 ••• ,..-"' ~v-" , :-. ~--, .. -.... ·""' ____ 1 , ... <"-_,.4,, i ... ~ ~ , ,,.:. ¼ _. ~-,.,,,.~~---.....- .... -<.. ' •,', • .C•.•••••••-=·="0•'"<'''~ ==••d-wl,=,J;,"\ ''"" ,,•;•,"":",;"• ,,.,w•• .,_....-,. 1/V•" •••~-••""" •--~~:·,'."'.:.,,. "" ",,. •• ,l&I, • ,~-:;; " -•, v", L~" ,l.ll.,~ --'~ r-,. ,-,.._,..,,,,,., .• .... , "~• .,. .... ,·:-_,-~· -~~-1-''"' 1-· [" V'f (' '-~ Y'f _,._,... ('•',1 ,. .... .,,...,_ I , •• .., ., ., • .. . • • \J -/-'-' \A,/ --" /4 ' ,Y [LIV) "'="C.' "~ =.-. ~-;:------i~-. ----/ -··-. N40' 37' 4~E --'I ------/ --JI" m I ,-~~ i\ \ 1/ --~ ~-~[~ ~: ~.•I:,;,;.-....... -...... -,;;/;•~,:~ .~ ~ '~ ~---. • --. ":. ~~oo \ -~ ~ ~1~:EET ~ -~ ~,;;oo ~ ~~ ~~: o : ' _ ..... : .. ; .. --: .. -···:.":.·c..J:tl~ :><: i .......... :.•li·\•. . .. ,.. . ' ' • .. '?,,. " < '"<? • ./ •.. ~ ff , L • . . , :· ...... > I I -=~----_ -• : ·"'-~ . ~ . ; I • • -~--~ , -u ,--" -~o, __ ~ '~··t~~~-,---- -- ~ ~ ... , i ' ., >-' ti; "" ~. -\':::.,'-' • •• "'" R/W ' '"'"'"' lO ~ + I'- ~ 40 1-- • ~ ~ ~ ': 0 d II )~ . ~ ~ I,, ~ ~ ~ ~ --~ I ···\\.c\~ ;0 ~ § ~ °! II 42 ~ 44 1-- 52 53 63 ~ ~ ~ ~ BIRCH STREET I 0 1 PLAN I' -40' UNINCORPORATED TERRITORY CITY OF NEWPORT BEACH 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. fU§COJE ENGINEERING 16735 Von Karman, #100 Itvine, california 92714 Phone (714) 474-1960 FAX (714) 474-5315 12'xl2'x6' TEE---~ CONNECT EX I ST 6' v- 6'X6'XIO' TEE___,/' 35' & THRUST BLOCK !o-----'=--------i NOTE I• IF BRISTOL ST. STUB BY BOYLE ENG. IS NOT COMPLETED AT TIME OF CONSTRUCTION, CONNECT NEW 12' PIPE TO EXISTING 10' PIPE PER DETAIL ABOVE. DETAIL /I' N.T.S. 39 '-'.) ½ 0 3 INCHES ON ORIGINAL DRAWING I- V) o:::-- (0 • V) 2 ' ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT WATER LINE PLAN BIRCH AND PROFILE STREET STA. 37+00.00 TO STA. 43+02.28 . MARK DATE DESCR[PTION PREPARED UND~'l-./-e ✓ // ,z Y/A/-, 1----~-~---------1 suPrnvismN o , Cb!c:.,.,~/.:,,,,-'f'Uf.!:.z' • ·'10 REVISIONS ·ttCE 2470[ ' DATE DES]GNED I TS, PK, LC SCALE DATE DRAWING NO. SHEET 39 •-□-RA_W_N_, -□-B-,R-R--1-cH_E_CK_ED_, _L_C___.AS SHOWN 3-93 OF 91 II 55 t-a. ft")• r,.. oc r-, EXIST. C.L. PROFILE ---=-u. / ----,I --- __.. -,--PROF I LE EX I ST. ./ 6' WATER LINE -u ---+-. ' :, / z w ~ I "-~PROPOSED FINISHED SURFACE OVER C.L. PIPE ' S•0.0075 flN • XJSL_C., I . PJ30fJL.E ~ ·• n • ;., • 10•--.-. ---I • W r,.. i.....1· ....., ,.,.-_.,.,,.,. ,,. z i-----r----i--------------t----f-,r---W,,;'j---=~r---------C ·"'-,+-f~+------------+-------------1----------~~t.;--• _,"',..'~jl N,:'.• ___ ___,-;g;_·i-,-;:;•-7"/'.:.._,,_,,_"',,,4-----.,.-<c:::::;; /~1/::· _-_-_ /~W~• ------=-!=: ,j~:l,•. ~.ji:~----+------------+---1-----1 >----+-------------+----1--_.,(_ ,n -f\ • ~ 0 ,-=:t.n ~ .. ~~ / ~ ~ ~ -o w :::c: r---~-T-----------~---r~~~"~Z;.·_3~c"'~·r-~~~---7~A74~6~-=a~ __ "'~~ii·~-----------~-----------+--------~-~·+==---~~----~"'------+/~~-~/--------~"'~·---~-~-~~:,,_____~¼ \ ~ :;,. / l:.X. S t;:i ~ _ / / ... ~ ,,., ,,., J:i~'--'-, ----1-----------~-+---+----l STATION cu. lExc. YDS.[F I LL 1-----+-------------+---,r ---t------t-----:7'-------"7:.t?cni/------------+------------+-----------H----------,cr--r":::_+------------+-----1---1"' ~ . \. TO BE ABANDC NED/ ~ Gi • / / ~----+-----------+---; <( . :£:z. _ _,,,, 1----i---------------t--~-H-'~--------t-----------:!':ti:inii------------+-------------1-----------+-l----=-""'---:;,.:":::: ·"-----+-------------l------l---l~-----+-------------+----1 I o NUllJ W# -----~ + 1+00 SEE SHEET 35 • co rr ---ft") (X) <":J -• , CONST. 157.00 L.lt. 12' PVC CL 150 2+00 3+00 4+00 PROFILE HOR I z, I' =40' VERT., I' =4' PLAN I' =40' I+ 0 MESA DRIVE. SEE SHEET. 41 \ \__PROFILE EXI T. 6' WATER LINE 2+00 3+00 4+00 fU§COJE ENGINEERING STATION I EXC.1 CU. FILUYDS 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-196o FAX (714) 474-5315 CONSTRUCTION NOTES IN0TAL-l---Ct," 11 1/4-0 E,.T. e,EcNQ. 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 19 ~ INSTALL 6' RW, FLG & GT VALVE PER MCWD STANDARD NO. 14 ~ INSTALL IE' R.W., FLG. & GT. VALVE PER MCWD STANDARD NO. I 4 @I) .INSTALL-CONCRETE THRUST BLOCK PER MCWD STANDARD NO. I 2 (§] rNSTALL I ' COPPER SERVI CE ASSEMBLY PER MCWD STANDARD NO. I @] INSTALL STANDARD BLOW-OFF HYDRANT PER MCWD STA--NDARD N0.4A. INSTALL 12' G. T. TO 6' G.T. REDUCER (ECCENTRIC) AND JOIN EX. 6' A.C. AT NEAREST COLLAR WITH 6' PVC x A.C. ADAPTER. INSTALL 12" xi 2" x6' GT. FLG, TEE, I NS TALL 6' PLUG. INSTALL J:2." 11 1/4' 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?E-MOVE.. f_)(.16T. NATBF< VAL.VE.. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. [[J PACIFIC BELL. IT] SOUTHERN CALIFORNIA GAS CO. [[J CITY OF NEWPORT BEACH. ID SANTA ANA HEIGHTS WATER co. IT] COMMUN I TY CABLE. [QJ METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT NOTE• ALL STATIONS SHOWN ARE CENTERLINE STREET STATIONING. CONTRACTOR SHALL LOCATE ALL EXISTING WATER. ½ 0 3 INCHES ON ORIGINAL DRAWING 2 l 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 MARK DATE DESCRlPTIDN PREPARED UNDEB~~ /"7/"/. \"/4,_/, >--~~-~---------< SUPERVISION 9F' 1'f.!Uf<!U.(,r ,-r::t:,~((}~ • .,/'f SHEET REVISIONS l-RCE 2470[ ' DATE DESIGNED 'TS, PK, LC SCALE 1===-=-----------l DRAWN , 08,RR I CHECKED , LC AS SHOWN DATE 3-93 DRAWING NO. 40 OF 91 -I ! STATION CU. EXC. YDS. IL 51+ 0,9 MESA DR. N2 I 0 \o8' 5' E RAD \ I I \ I/; \ -· • - • I.LI -.., .,. '° • I.LI ... .., ... 51 00 t INT. 7+24.62 BIRC • • - '° • ,n . I.LI • - '° "' • ... • • • I-- 0 I.LI . . "' .., • I'-,,, • + ... .,, • 52 00 PROPOSED FINISH SURFACE OVER C.L. PIPE • • EXIST. C. L. 53 00 I'-• • I.LI • ,,, - • • • >-Ill ,n ... ,n I.LI • I- • • 11. CO • •0.0032 • • I.LI • • • --UJ • N 0 - • a, ,n ,n "' . ... • • ----- ---------- 54 00 • • • I-I.LI • • "' -- u .., .., I'-a, ,,, • • • -"' + ,n 55 00 PROFILE HORIZ• I '=40' VERT,1I'=4' PLAN I ' =40' Q 45 PROF I LE E I ST. 6" f/ATER L I NE 0 45 56 00 A B 40 ffi " ;:: • Ill _ ... 57 00 I 1,/ ,, CURVE DATA DELTA RADIUS LENGTH 48" 07' 50' 258. 00' 216.73' 07" 17' 32' 258. 00' 32. 84' - \ TO EXIST 6' LINE I \ \ \ \ \ TANGENT 115.22' 16. 44' EXIST. 6"ACP • 6'FLG.SPOOL 0 1 ~&'BLIND FLG. • 1-111 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~ &'BLIND FLG.~ &'PLUG 6'FLG TO ACP ADAPTER 6'FLG. TEE~ s· -o· REMOVE EXIST. DETAIL I NTS 41 flJ§COJE ENGINEERING 16735 Von Karman, #100 !nine, callfomla 92714 Phone (714) 474-1%0 FAX (714) 474-5315 CONSTRUCTION NOTES !40 ! INSTALL 6" P. v.c. CL. 150 (WHITE) PIPE PER MCWD STD. NO. 18 AND 19. lil] INSTALL 12' P,v.c. CL. 150 (WHITE) PIPE PER MCl1D STD. NO. 18 AND 19. ~ INSTALL 6' RI'/, FLG. & GT. VALVE PER MCl1D STD. NO. 14 . !44! INSTALL CONCRETE THRUST BLOCK PER MCWD STANDARD NO. 12. ! 45 ! INST ALL I ' COPPER SERVI CE ASSEMBLY PER MCWD STANDARD NO. I . INSTALL BLO\'/-OFF HYDRANT PER MCWD STANDARD NO 4A . INSTALL STANDARD 2' AIR AND VACUUM RELEASE VALVE ASSEMBLY PER MCWD STANDARD NO. 8. !52! INSTALL 12'xl2'x6' G.T. FLG. TEE . ! 54! INSTALL 6' x6' x6' FLG. TEE . !58! INSTALL 6' BLIND FLG . Issi INSTALL e· 45• GT. BEND. LEGENDS RELOCATE EXISTING 5/8' OR I' DOMESTIC \'/ATER METER BEHIND NE\'/ SIDEWALK PER MESA CONSOLIDATED \'/ATER DISTRICT STANDARD NO. 3 REW.OVE EXISTING WATER METER AND SERVICE LINE AND DELIVER TO SAHl'/C YARD. PLUG AND ABANDON EXIST. 6' A.C. PIPE. REMOVE EXIST. 6' A.C, PIPE ONLY AT CONFLICTS. UTILITIES ~ SOUTHERN CALIFORNIA EDISON CO. ~ PACIFIC BELL. @;) SOUTHERN CALIFORNIA GAS CO. ~ CITY OF NEWPORT BEACH. l]J SANTA ANA HEIGHTS WATER CO. (IJ COMMUN I TY CABLE. j]J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT ½ 0 3 INCHES ON ORIGINAL DRAWING 2 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY • MESA/ BIRCH REALIGNMENT t"JA TER l I NE PLAN AND PROFILE ~v1ESA DR I VE STA. 51+00.00 TO STA. 56+82.00 ,_MAR_K~DA_T_E ~-O_E_SC_RJ_PT_JO_N _ __, ~,f~~l\llo\\N~R;x, .(¼t,/f, 17,1,;c!.'.!--I. 3 t '· RCE 24701 CATE SHEET REVISIONS OESJGNEO I TS, PK, LC SCALE CATE DRAWING NO. CRAWN I DB,RR CHECKED I LC AS SHOWN 3-"13 OF 91 ' ' / / / / / / / / -CD . liO SCALE / / / / / / <4' ~ C " / 4 , / ¾,,,,4 , (D . , / ' «. . . 'v / ~ , / ./ / ' / / / / / MESA DRIVE CLOSED AHEAD USE ORCHARD DRIVE / / BLACK ON ORANGE. 60' X 30' / , . , :,, :,, ' ', ' .• \_ ' ' :,, ,\ " ~\:", ./ / / ' ' ' / /'-. / . / '< ' _/ ·.©· / I ' ROAD CLOSED TO THROUGH TRAFFIC C3A / / / / / ' / / / 'y / ' " ' ' /', / ' ' / ' ' ~~ ' / / / / / / / ' ' ' ' ,...._ ' / / ' "- ' ' '~ f,, ' ' ' ROAD CLOSED C2 ON-TYPE BARRICADE ---z::.._ ' ' / ---- - -, ' ' ' ' ' ~. "' :I?-/ / . <:,_, /. 00 ,' . ~ / ' 4,/ • / . '(, ' ' ' ' ' ' ' ·, ' ' ' ' ----- Ill -= .. •. NO RIGHT TURN NO LEFT. TURN MESA DR. I z I ·® ( N. T.S .. ) Rl6B Rl7B ON I IRVINE TYPE Ill BARRICADE ·.· '. AV" DETOUR C5· Rt DETOUR C5 Lt I ½ 0 2 3 inches on original drawing • .ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY MESA DRIVE DETOUR PLAN SHEET DAlE •. D E S C R I P T I O N • PR£P!RID UWER. ,· ~.It' A,--f-J lf---.l---,-R..LE-V-:,,..,· --S-I_O_N_S----l·_SU?rnvt~ct< OF :t"JI/,-:-( ' /,., -\.,~- !f-..:..;.,-.....;...;;....:..;.;,.,:...:..;.::...:.,:..:;. __ ....;.+..,,.,,-:,-::-i------,-'--/1.:;/Wl:::.J), Ll-,;L~D~AT~•-1 41 A G ANDERSOII . . • SCALE DATE , 11. 0, NO, l,IARX 01:.SICNED OF 91 ~=' No. I 2 3 4 5 (6 7 8 (E) CRJ (NJ • t:,. "' - NOTIFICATION: NOTIFY THE CITY OF NEWPORT BEACH TRAFFIC ENGINEERING (714 644-3344) 48 HRS. PRIOR TO THE SIGNAL TURN ON. STANDARD NOTES AND ABBREVIATIONS IABI ABANDON. IF APPLIED TO CONDUIT REMOVE CONDUCTORS. lcBI INSTALL CONDUIT INTO EXISTING PULLBOx. IBcl INSTALL PULLBOX IN EXISTING CONDUIT RUN. IRRI REMOVE AND REUSE EQUIPMENT. IRsl REMOVE AND SALVAGE EQUIPMENT To THE coNTRACTOR. lscl SPLICE NEW To EXISTING coNDucToRs. PHASE DIAGRAM GROUP A GROUP B -( cO\ l l '-' z IX V ... I> SEE SHEET 46 FOR THIS SIGNAL GENERAL NOTES □ INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR CHANNEL DETECTOR "I I (!) I-02 2 A I-02 [!] "2 3 0 2-02 4 A 2-02 0 "3 I 3-02 2 1-05 III "4 3 G) 1-06 4 A 1-06 0 "5 10 2-06 2 A 2-06 m "5 3 3-06 4 I-01 0 "7 10 1-04 2 J,. 1-04 III "8 3 2-04 4 J-07 0 "9 Io J-08 2 A J-08 ~ "10 3 0 2-08 4 A 2-08 ~ "11 I 3-08 2 4-08 "12 3 1-03 (11 4 - - i::J ALL DETECTOR UNITS (!DC MODEL 262FCJ 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. 0 CALL HOLD A SYSTEM SAMPLING-NO OUTPUT TO PHASE ["] VEHICLE COUNTING SYSTEM INPUT NUMBER R/W :c >- u ' N _J _J u <( _J >-Cl l/) z:::: EXIST. TELPHONE--+--~ SERVICE . '-? IX CL 0 IX CL Lf1 r-- .., Q) ._,. a... 6' IS) ' 0 >-0:: u is, Q) U) 30' 20' ._,. 0 ' N 10' ' r-- 0 ' \ I I I I • w > - 20' . 0 Lf1 X U) 30' 01 02 03 04 "' I>- l l N ti ~I>- '-' _) z EVP I "13 EVP 2 - EVP 3 -"14 EVP 4 - CR=35' BCR I CC) ,r,,;==---;c-=c-tiriU--j --/-----i 2 IX 05 06 07 MAST ARM INSTALLATION DETAIL FOR EMERGENCY VEHICLE ,OPTICAL SENSOR DETAIL II ell N. T.S 08 R/W EXIST. Wz'' CONDUIT WITH 6PR"l9~ -------- SHIELDED INTERCONNECT CABLE TO SIGNAL AT IRVINE AVE. AND UNIVERSITY DR. (1,320'•) ,-7 --] ,-7 -1 -7:-::, l ----=-- ,-7 -] ,--, - 1 -<=I w z <( _J N .,_--.:;;-tSl ' N I ----------- f== 1"= I l !/(' I· ,0 l() . "' "' co . N ----- co EX. R2C45J 2"C. /As)-_,,,-3-02 3-02 COi lNTY OF ORANGE 15' / CONSTRUCT 6" P.C.C. MEDIAN ISLAND NOSE <TYPE B-ll 0-- w a: u al >-0:: <( V) 0:: w > z z <( R/W -EX. R66, G93 4' --REMOVE EXISTING MEDIAN ISLAND CONSTRUCT 4" A.C. PAVEMENT OVER 17" C.A.B. DETAIL "B" (No Scale) ' w ECR C, DETAIL "A" INST ALL (2) NEW DLC'S TO THE CONTROLLER I LEGEND EVP SENSOR POLE SCHEDULE __ P_o_L_E_DA_T_A_-1 SIGNAL 1--=Lc=~cc;!,,_1J""i.-"-YR"'.E'-----+-----s~1G_N_A_L_Mo_u_N_T_I~NG ____ +-P_E_D_P_u_s_H_B_u_T_To_N-+B_I_K_E_P_u_s_H_B_u_T_To_N+---F-o_u~N-D_A_T_1o_N_--1 TYPE HEIGHT M.A. M.A. WATTS VEH. M.A. PED. 26-4-70CEJ 30' b.40'(NJ 15'(EJ 250WCNJ SV-I-T<t,) (2)MAS(!N)(!RJ SP-1-CSCNJ --------+----+----+----+------+---J-A(E) 10' TV-1-T(N) SP-1-CSCNJ I9-4-70CNJ 30' 25'CNJ l2'(NJ 250\V(N) SV-1-T(N) (2) MAS(NJ SP-1-CS<NJ !-ACE) 10' TV-1-T(N) SP-1-CS(NJ 26-4-70(RJ 30' 40'CN) 15'(EJ 250W(N) SV-1-T(N) (2)MAS(INHIR) SP-1-CS(NJ 1-A<R) 10' TV-t-T(N) SP-1-CS(NJ 24-4-70(NJ 30' 35'(N) 12'(Nl 250W(Nl SV-I-TCN) (2) MASCNJ SP-1-CS(NJ I-A<R) 10' TV-1-T(N) SP-1-CS(N) EXISTING EQUIPMENT OR POLE TO BE REUSED PHASE POLE QUAD. PHASE POLE QUAD. 6 8 8 2 2 4 N(NI ECNI E<NJ S<NJ S(NJ WCNI WCNI N(NJ 4 6 8 2 NCN) E<N> S<NJ W(N) C = C.I.D.H. S = SQUARE TYPE CCE> SCE) C(NJ S<El C(N) S(NI CCNl S(Nl SIZE 2'-6":k8'-0" 2'-0":k3'-0" 2'-0"~3'-0" 2'-0"~3'-0" 3'-0";k8'-0" 2'-0":k3'-0" TYPE !-A POLE I.S.N.S. Mesa Dr CNI Irvine Ave (NJ Mesa Dr CNI Irvine Ave (N) ECR a:: CR=35' u Q) FOUNDATION LOC. * (SEE DETAIL "A"I E B (E) (E) 17' (El 13' 12' 15' 15' C CEJ CEJ 2.5' <El 2.5' 2.5' 2.5' 2.5' w _J 0 CL Lf1 w CL >->- RELOCATE TO NEW LOCATION (IF POLE> OR POLE (IF EQUIPMENT) NEW EQUIPMENT OR POLE R/W EXACT POLE LOCATIONS TO BE APPROVED BY ENGINEER IN THE FIELD. POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. (SEE CAL TRANS STD. ES-3C.J CONTRACTOR TO VERIFY EXISTING SOLT PATTERN OF MAST ARM SADDLE PLATE BEFORE ORDERING NEW MAST ARM. 6 I 3 6 RS 08 X. 2"C. WITH 6PR•I9-~~ .. 9' • • • ,.I 43' ~- INSTALL R73-3 INSTALL R73-3 0 Lf1 X . U) ,, co co X 0 '"' ' 10 12' 12' I ' 12' ----+t-<· ' I • ' 05 co 0 ' 10 43' 12' 3: ... IX \{) 10 -N IX X w 06P 9' . u IX . CL 0 IX CL 0 U) 0::: u co AWG "14 CR=35' ECR **CONDUCTOR SCHEDULE CIRCUIT ffi & & 01 3 3 3 02 --- 03 --- 04 -3 3 05 --- 06 --- 07 -3 3 08 --- 02P 2 2 2 04P -2 2 06P --- 08P --2 02PPB -I I 04PPB I I I 06PPB --- 08PPB --- 02BPB I I I 04BPB . --- 06BPB --- 08BPB --I PPB COMMON I I I !SNS -I I SPARES 3 3 3 TOTAL II 21 24 -INSTALL 2" CONDUIT WITH (2) DLC ffi 3 3 - 3 3 - 3 - 2 2 - 2 I I - I I - - I I I 3 31 ' RUN & & IA £ & 3 3 3 3 6 3 ---3 --3 3 3 3 ---3 3 ---3 -3 3 3 3 3 ---3 ---3 3 2 ---2 2 -2 2 4 2 2 2 2 4 2 --2 4 I ---I I I I I 2 --I I I I ---I I ---I --I I I I ---I I ---I I I I I 2 I I I I 2 3 3 3 3 6 34 14 21 26 60 1 R/W ** CONDUCTOR SCHEDULE AWG CIRCUIT 3•20 EVP CABLE SIGNAL COMMON •10 LUMINAIRE TOTAL 01 02 03 04 DLC 05 4•18 06 07 08 TOTAL CONDUIT SIZE SCALE: 1"=20' RUN /,\ & & ffi & & IA £ & ~ - I - I - 3 - - I - - - 4 2" N CE> = CN) = * I I 2 2 I I 2 4 I I I 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" 2\li' 2" 2vi' 2Vi' ·* N N N E E E E E EXISTING CONDUIT NEW CONDUIT t-3"C,, 3-2"C. •• ALL'CONDUCTORS SHALL BE NOTE: EXISTING INTERCONNECT REUSED OR REPLACED IF NEW MAY BE DAMAGED. ~--EXIST. lvz" CONDUIT WITH 6PR•19 SHIELDED INTERCONNECT CABLE TO CONTROLLER AT IRVINE AVE. AND ORCHARD DR. (1,850' ,) -·--------- ' ~ I • ,02' ' I ' I • I 4 3-06 3-06 -~IX BCR u -RIB R/W w Lf1 10 " IX u N 6'x50',, , ,, ,· J. "' N 0 Lf1 EX. R34, R34A R7, TYPE "N" <( l/) > w IX ------<( > R/W 26 POLE [I] @ [TI 0 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 (ll TWO CHANNEL EMERGENCY VEHICLE PREEMPTION MODULE. FURNISH AND INSTALL (I) MODEL TLS-1 TRAFFIC LOGGING SYSTEM (IDCJ, 02) TWO CHANNEL ILD SENSOR UNITS, (I) TWO CHANNEL 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. INSTALL NEW PULLBOX IN SAME LOCATION AS EXISTING PULLBOX. REMOVE EXISTING ISLAND AND CONSTRUCT 4" A.C. PAVEMEflT 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.) 1"=20' --- 20 40 . Jlt.r'A£k··l GRAPHIC SCALE MAINTAINED BY CITY OF NEWPORT BEACH APPROVED, ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY --INSTALL 2" C. WITH <2JDLC CITY OF NEWPORT BEACH RJ8 (J.,W,"'11il'f'r?,1,H"M'\~ TRA FIC ENGINEER RCE 22045 3·?.4 ·92 OATE PLANS PREPARED BY: --• 3Vz P.B. MESA DRIVE AT IRVINE AVENUE TRAFFIC SIGNAL PLAN (D Gl '1- -tj-M \ R/W POLE SCHEDULE POLE DATA SIGNAL H.PNSAV. LUMI IRE FOUNDATION NO. TYPE HEIGHT M.A. M.A. WATTS TYPE SIZE CD 24-4-70 30' 35' (F) 15' 120 C 2'-6"x8'-0" 0 1-A 10' s 2'-0"x3'-0" G) 19-3-70 30' 30' (Fl 12' 120 C 2'-6"x8'-0" 0 1-A 10' s 2'-0"x3'-0" ® 24-4-70 30' 35' (F) 15' 120 C 2'--6"x8'-0" Tu 1-A 10' s 2'-0"x3'-0" I 0 19--3--70 30' 30' (F) 12' 120 C 2'-6"x8'-0" @ 1-A 10' I s 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 MASTARM SADDLE PLA;I"E. -PROVIDE REMOVABLE CAPS FOR 1-A POLES. ---_______________________________________________________________________________________________________________ x __________________________________________ _ w ' I R/W ~ 2"C. 3 .. ,. ·,.r_ ----------------------------~=--~----------------------------------=====' - _ i:_ = ~ ~ = --~ =-~ ~--_: =---_: =--:_ ~-~ ~--~ ""-~ ~ -_ -----_:;cf;~ -~ ~ -=--~ ~ -=-· ~ ~ -_ = :._-_: = _-_: = ._-_: = _-_:-::_ _:_: . :_: :_---~--_ :._ ~ ~{1--•· ·;fL - N .-'· 155' TO ----------------------------------cc -c.-~----EX. 4 -4~ C P __c ------------·-_;'.-~·-c.· ---:·_:·_, ,.-~C _Re -cc ·.c ---------------cc-~.'_;;::''·· ---------c: -.c -:_EX. 7 -4" C PC_ -c.· cc -----------:c'"; ·.c ·.c ------------EX. _'l-4 "_[PC-=·::.c.; ,~:-=·= -'--' =·-= -·--", ------ [TI CONSTRUCTION NOTES I FURNISH AND INSTALL #6 P.B. FOR FUTURE INSTALLATION OF NEMA TRAFFIC CONTROLLER AND I ALUMINUM CABINET PER THIS PLAN AND SPECIAL PROVISIONS, AND INSTALL TYPE Ill ELECTRICAL SERVICE AND FOUNDATION. FUTURE TYPE "P" FURNISH FURNISH & INSTALL CONDUIT, #5 PULL BOXES (UNLESS OTHERWISE NOTED) AND CONDUCTORS AS INDICATED. 6' 11 11 35' 11' 24' 11 z. II 11 : , 11 I I I I I I I I . I I I I I I f-- 35' 29' 35' 24' 35' 29' 29' Iii II . ,•" 111 Iii II 111 l1I H 111 111 11 i1 II II Ii-. :11 II !11 m I 11 11 11' 11 11 11 r-R/W 11 11 I I I I CONDUCTOR I I I I I I I I I I I I I I I I I I I 11 11 11 11 I I \ I AWG CIRCUIT & * 10 LUMINAIRE 2 CONDUIT SIZE 2" I I I I 1, I 6' I I I I I I \ I \ \ SCHEDULE RUN 12'_, A & & Lfu 2 2 2 -2 3" 3" 3" 2" 3" 3 2"C, &IA 2 I - 3" 2-3" "'i I I ----------------------------------------------------------~----~----- lD ~-----------------------------------------------------------------------------------------------------------------------------------------r- 8 ~~w J STREET I I I • I I -SCE HANDHOLE #HH-6974 I "',,-.__,.__, I ' 2"C, WITH PULL ROPE \ I • 3 (FOR FUTURE TELPHONE \ I I SERVICE CONN.) I • \ 6' '--------PP#4268493E I -R/W I ½ 0 3 inches on original drawing MARK DATE DESCRIPTION 2 R EV I S I O N S DESIGNED 0, WEAVER/ D. CANDELARIA DRAWN T' PHAM CHECKED I. G' OCHOA ORANGE COUNTY PUBLIC FACILITIES & RESOURCES DEPARTMENT BIRCH STREET AT ORCHARD DRIVE TRAFFIC SIGNAL PLAN UNDERGlj(OUND CONDUITS AND S~Fi.ETY LIGHTING SCALE DATE W, 0, NO, AS SHOWN OF 91 DETAIL A 4 -SECTION SIGNAL HEAD 12" LENSES >-SIMULTANEOUS DETAIL E 5 -SECTION SIGNAL HEAD 12" LENSES / . ,,,_ ., • : ~ ~.. -~ .. ·: .. . ~ •.. ,i:. .-·. ~- . ., i_ ... _.. :-_.,. 18" ' r--1') INTERCONNECT SPLICE CABINET / , _.,,,--PAD LOCK V) HASP .. " ...... ·- . ·" ..• :.i . . . . . . ~-.. ., .. . ~ '=: -: .• ~ . .,, . . .,_ 1. 18" • I • CX) - NUMBER OF CONDUITS AND SIZE MAY VARY TYPICAL ' >'t. <D ' ;£:! <D - I " -:...0, 16" -<?;-..... .,--, ~l~,E I \ I I I I L / t / \ I ... __ ,, , ___ ,, ... ___ ,, ,--,--LOAD f ' I \ i\ )1 ) ,..-.... , ...__,, , ___ ... ( \ ' ' __ , 4 FRONT 14¼" 1. FOUNDATION TO BE 18" X 18". BOLT CIRCLE PER MFG. TEMPLATE. 2. ENCLOSURE SHALL BE FURNISHED WITH A DETACHABLE MOUNTING BASE. 3. ALL FACTORY INSTALLED COMPONENTS SHALL BE U.L. LISTED OR PER PUBLISHED N.E.C. STANDARDS. 4. A t4" CONSTRUCTION GRADE PLYWOOD PANEL SHALL BE FASTENED TO ' >'t. T 4 , __ ' $1: N - 4 -'-- 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. 5. ENCLOSURE FINISH SHALL CONFORM TO A.S.T.M. 8-117. COLOR SHALL BE PROCELAIN WHITE 6. PROVIDE 1 ½" CONDUIT FOR FUTURE 115 VAC SERVICE. DETAIL B INTERSECTIONS RAISED MEDIAN ' --G:. --+-=====-+-\,!)--------+ 00 B -<I- TYPICAL INTERSECTION VARIABLE o.~ trl • 4' • 1 •1 0.5' _f~A~~!3-i:_q__~~l~!ING L f:J--;;-;R~s-=-=-1:~:.J J ___ FEA THER_ To ~J.5~~"D~G , ----, ~ r-----w jg "''---j0<)• ci SECTION B -B CONSTRUCTION NOTES -DETAILS A & B 1. SAWCUT AND JOIN EXISTING 2. CONSTRUCT SIDEWALK ACCESS RAMP 3. REMOVE8CONCRETE 4. CONSTR CT 0.85' AC OVER NATIVE SOIL 5. CONSTR ,CT TYPE C1-8 CONCRETE CURB PER APWA STD. 104-0 DETAIL G ffi ' CONTROLLER CABINET WIRING I ! ' ' I ¼AMP -~0AM 1 I o\J : 10_ AMP AUTO FLASH~ ~coNF./ST . FAN DUPLEX OUTLET CABINET LIGHT DETECTOR POWER ----STOP TIME POWER --A.C. CONTROLLER AUXILIARY PANEL ,,__---,1 ......... ~N~ Sl~INAL r---~---.-.' )oNM i BLACK ---0.&1---◄ ---+-+-J, Lr-,1 .oFU 60 A. BRE~KER L----e / _,\ ----~~----AUXILIARY EQUIP. WHITE ---A V OFF ~ (PWR. ON T.B.) VOLTAGE ~ • STO~N' ME i -ON-~ .-, .,;-~--7 ~ CONTROLLER POWER _ i OFF -... , • - • ~ AU TOMA TIC FLASH EQUIP. , L ,~--PrucrP~a SURGE _ _,, I••••• •I L--r----_____ ,__....., _______ ....r--STOP TIME OUT PROTECTION GND. BUS I '-----------FLASH RELAY SIGNAL LIGHT ---if-' '----jr---,====:::;-----FLASH POWER '------A.C. + LIGHTS , A.C. COMMON ••••••• MC 60 A. MIN. BUS DETAIL C STREET NAME SIGN COMPONENTS 2" X 3/8" HANGER -~-- w (.) z <( et:: <( '::f (.) ' 0 I r--- ~PHOTOCELL -0'-3" CLEARANCE ~ , ---::::_~')--..___ C ., is , G 1rf5~ SJT CABLE AND ELBOW FITTING SHOWING DRIP LOOP B CONDULET ON BACKSIDE SECTION C -C r NOTES -DETAIL C A 1'-6" MINIMUM B 1 O' -6" CENTERLINE OF SIGN TO FACE OF POLE DETAIL H RAISED MEDIAN MARKING ~ 3 \ ~ 1 NOTES -DET All H PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. INSTALL FLEXIBLE VERTICAL TYPE K MARKER, R7, RIO 0 0 0 OR TYPE N-1 ON TELESPAR POST AS INDICATED ON PLAN 0 INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2' C.C. SPACING (MINIMUM 5 MARKERS). PLACE REFLECTIVE SURFACE OF MARKERS PARALLEL TO G:_ OF ROADWAY. fU§COJE ENGINEERING 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 DETAIL D TELEPHONE SERVICE BOX ~--POWER COMPANY ,.,,,, SECURELY ANCHOR 1/2" PLYWOOD TO BASE OF TELEPHONE BOX ,-SERVICE PANEL 8" X 10" X 4" TELEPHONE BOX TYPE NEMA 3R STAMP "TELEPHONE" ON BOX _./ ;"'"""" ' ' 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 I 1 .~-TELEPHONE GROUND ROD ~-----:/ ..-1 /2" X 8' __________ ,.,. GENERAL NOTES: & 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 DA TE. 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 3 INCHES ON ORIGINAL DRAWING 2 ffi 3-29-88 ADDED NOTE 17. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY fil 4-4-88 DELETED TYPE 11 SERVICE. ADDED INTERCONNECT /\.. SPLICE CABINET. L.l::. 12-8-88 MODIFIED INTERCONNECT r.==================e;\ SPLICE CABINET. ffi 11-18-91 MODIFIED CONTROLLER CABINET \\1RING. PLANS PREPARED BY: DETAIL SHEET X X >< ~ A fi< r/1 > fi< ~ fi< co ~<;' A co ,: Q 21 ~ fi< ~A ..:l fi< ~s OH ~ ~ oA 0:: w µa z ii~.., • CJ X X z w E-< (.) µa >, 0 0:: 0. :z: 0 f- <CJ: f-= 0 o._ V) :z: <CJ: = f- L,_ 0 f-:z: LL.I :a;, f-= <CJ: o._ LL.I = <CJ: :z: = 0 L,_ __J <CJ: '---' L,_ 0 LL.I f- <CJ: f- V) A fi< r/1 > fi< ~ i co 0, ' co u ...:, Q ~ A fi< ~ 0 fi< ~ 0 i @ CONSTRUCTION NOTES: . 12 PAIR #22 l..!J SHIELDED INTERCONNECT CABLE TO CONTROLLER AT BRISTOL ST. AND IRVINE AVE. (±1000') OJ --RELOCATE EXISTING TYPE 170 CONTROLLER AND CABINET AND INSTALL ON NEW CABINET FOUNDATION AS SHOWN ON PLAN. []] -FURNISH & INSTALL CONDUIT ANOOR CONDUCTORS AS INDICATED ON PLAN AND IN SCHEDULE. [] 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. ~ --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. [§] -FURNISH & INSTALL SIGN AS SHOWN PER PLAN. [zJ --RELOCATE EXISTING SIGNS ON SIGNAL POLE TO NEW POLE (UNLESS OTHERWISE NOTED). EXIST.111.2 "C.; 4 DLClzl 8 -PROVIDE NEW MOUNTING HARDWARE FOR ALL RELOCATED FACILITIES INCLUDING SIGNAL HEADS, PED HEADS, PUSH BUTTONS 12 PAIR #22L'...l AND AS DIRECTED BY ENGINEER IN FIELD. I : I I I ' I I I I I I ' I I ! I I I I I ' ' I : I I : I I : I I,!-{ 1-7 I -j I L :_J L _J LJ j I :, ' ' ' 7 IL j I 416U 9 --PROTECT IN PLACE ALL TRAFFIC FACILITIES EXCEPT FOR THOSE TO BE RELOCATED, MODIFIED OR. SALVAGED. ' ! : --~~~~ ~---+--;-~-.,__ 10 -INSTALL TEMPORARY SIGNAL FOR OPERATION DURING SIGNAL MODIFICATION. PHASE DI/JERM1 <I-- - -I> <J----1> <J----1> 01+06 02+06 04 PNI~ CAL TRANS -ELECTRICAL PERMIT No. 1296-NSN-0521 SUBMITTED BY REVIEWED BY • ' • d::::n, l",n,_d, tJ 9', 0 POLE SCHEDULE POLE DATA SIGNAL H.P.S.V. LUMINAIRE SIGNAL MOUNTING NO. TYPE HEIGHT M.A. M.A. WATTS VEH. M.A. PED. 0 26A-4-70 35' 45' 15' 250 SV-1-T I 2-MAS (SP-1-CS)RL (13) (!A) RL (7') (SP-1-T) RL © REMOVE & sv-2-TA * (17-2-70) (30') CAP OFF (15') RL (250) RL 0 RL (SP-1-CS) RL @ 24A-4-70 35' 35' (15') RL (250) RL (SV-1-T) RL (2-MAS) (SP-1-CS) RL SV-1_:T RL © 26A-4-70 ** 35' 45' 15' 250 SV-1-T 2-MAS (SP-1-CS)RL 0 IA 10' . TV-1-T (SP-1-CS)RL 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. D BY DATE ' / ,1\ / LI ! -, ~-,____ ---<' 7 /--/0 - I PED PUSH BUTTON, POLE FOUNDATION PHASE POLE QUAD TYPE SIZE 4 E C 3'-0"x8'-0" ~6) ((~) RL(4), RL (E) s 2'-0"x3'-0" ' (6) RL (N) RL C 2'-6"x6'-0" 2 s C 2'-6"x8'-0" ---~---·~--- 2 N C 3'-0"x8'-0" 4 E s 2'-0"x3'-0" ( l • EXISTING BOLD • NEW RL • RELOCATE ISNS TYPE "A" ' ' <DOUBLE FACE l RL (Bristol St) . . '.RL (Bristol Street) 7-- ,RL (Birch Street) C • C.I.D.H. S -SQUARE. ' : I PNI 11 11 11 11 11 I I 11 12· 11 11 II . f lDLC : ~18U / --~ I . 11 11 11 11 ...J § Cl w w <f) E=i r:i:l r:i:l ~ E=i 00. 2 2" C. SCC-3 SCC-12 c:::::::>- A REPLACE SIGN PLATES WITH INTERNATIONAL SYMBOL PLATES. 0 • PROVIDE NEW LENS WITH GREEN UP ARROW PER DETAIL D ANI D NEW HARDWARE FOR SIDE MOUNTING. NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 2 3 FORM DC·OE-92-PF rnEV. 3/88) ORIGINAL SCALE IS IN. INCHES~-~-~-~-~-~~ AWG SCC-3 SCC-12 # 10 # 14 # 12 DLC CONDUCTOR. CIRCUIT LUMINAIRE !SNS 1I 21 41 6J TOTAL CONDUIT SIZE SCHEDULE RUN . I 3 -6 2 3 2 8 2 2 2 2 2 2 2 2 ~ 2 4 5 5 3 3 3 5 10 1--14 3• 3• 3• 2-3" = SIGNAL CONDUCTOR CABLE (3-"14) = SIGNAL CONDUCTOR CABLE (11-"14 , 1-"12l • (PER CAL TRANS STD. SPECIFICATIONS JULY 1992) DIST COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 00 00000 45 71 1 '2.-°S l -9e, ~ DATE APPROVED\j!Y COUNTY TRAFFIC ENGINEER DATE PLANS APPROVED Red Yellow Green Green Arrow 0 0 0 s DETAIL "A" (No Scale) 12" 12" 12" 12" DATE Red 0 12" Yellow 0 12" Green (!) Arrow 12" DETAIL "D" (No Scale) 2 2 DLC. ___.~(EXIST. 1 l,2 "C.) STREET LEGEND ABANDON INST ALL PULL BOX IN EXISTING CONDUIT RUN. CONNECT NEW AND EXISTING CONDUIT. REMOVE AND REUSE EQUIPMENT = EXISTING HEAD = RELOCATED HEAD = NEW HEAD = EXISTING PED HEAD = RELOCATED PED HEAD -c:-EX. CONG. BRIDGE DECK?c #5 P.B. ~'-, I -----~------1 ___ ,__ ----~" ------0 2 DLC ~---~ 2 • ~. I I 1 1/.2" C. --2...+-. 1--+- 305' TO ! 1 ..... =~--.-J.~ 6J2L SIGNAL MODIFICATION PLAN BRISTOL STREET AT BIRCH STREET SCALE: 1" = 20' 45-91 cu 00000 EA 000000 z 2 O 2' 0 > I :;: 0 E--< 0 en ' "' 0 "' 0 GENERAL NOTES 1. Traffic Signs Stripes, and Legends per Caltrans Traffic Sign Specificatjons, Standard Plans, and Standard Specifications. Reflectorize all Signs, Stripes and Legends. 2. Painting Procedures for striping per Standard Specificatjons For Public Works Construction 1991 Edition. SCALE: 1"=40' CONSTRUCTION NOTES OJ REMOVE CONFLICTING MARKINGS BY WET SANDBLASTING. [I] PAINT WHITE ARROW OR LEGEND AS SHOWN. [TI INSTALL SIGN AND POST AS SHOWN. 8J PAINT 12" WHITE LINE. (THERMOPLASTIC FOR THIS SHEET ONLY.) [I] PAINT 4" WHITE SKIP STRIPE PER CALTRANS STD. PLAN A20A, DETAIL 9. IT] PAINT DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. 0 PAINT 4" YELLOW LINE PER CALTRANS STD. PLAN A20B, DETAIL 24. IT] 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 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. (B} PAINT 4" WHITE LANE LINE EXTENTION THROUGH INTERSECTIONS PER CALTRANS STD. PLAN A20D, DETAIL 40. IRVINE AVENUE ~ PAINT RED CURB. I I I CR=35' n:: I MESA DRIVE BCR [;3 : 230' :/ l+------------P-R-O~P~.~R-ED_C_U_R_B ________ ---1/; / .,..."""T'" ____ - --r--------- ---------- - -------1' / ~=t---------L__-----=c-;=-c::-::--;-,.-;:--------,c------.-=---==~,;-,:=,----'--,10' 0 ~ \.r,5] TYPE IV(L) ~ i---o "' o "' ~ TYPE IV(L) '2 io l ~ ~ ·~ - "--0 o "' "' --.r -60' ~ 90' ' --1'--16-" LO ~ • [Di 150 ~ @}-/ ....,.,~ ,-;-i • 1 I I I 1 1 I I \ I I I I I I I I I I I I ,,~ ,. Ill, ' \t. I n:: CR 35 1 o· =,, \ 50'--.. ~R18 2.1 I .1 f:_ I I 250' _j_ - 90' ~ J -- -- -- MESA DRIVE ---- ----- ~ - ~ ------ 0 ~ (!) z 0.. g: ---- '4-------.L..-+-----------f----'-------L----~-----~ -+--2-25-.----------~~ \~~"I---, PROP. RED CURB \ l\. ECR : : ii I I I a ~r I b ~ I \ \.tnr I ~-1p~\-----·~--.l.-k_;m~_J_,r-:,-'-----',------ / / ~ R26(S) ml 2 TYPE Iv(L) I / BCR "BIKE"."LANE","-" -\ ------ VJ (!) z ;:: VJ X w z 150' TRANSITION 0 ---, 30': 1' TAPER ,...,,. Ir If" I.'-I I l I CR=35' a5 I / : : f I I I I ! l I I I I I / I I J r I a l I I I I I J I I I I I I I I I : tu: : l : : I ' I ' • I i I i I " I r I ' ' I I I I "' I I f-:J ~ I I I I ,1 I a::: [;3 CR=35' 2>---~--~-- 2 TYPE IV(L) 3 R81 GENERAL NOTES: I. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO TRAFFIC SIGNAL ANO HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992, AS SHOWN HEREON AND IN SPECIAL PROVISIONS. 2. LOCATE . ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION <AT CONTRACTOR'S EXPENSE). 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 LA Your. LOOP DETECTORS SHALL BE 6' X 6' OR CIRCULAR (6' IN DIAMETER) WITH 10' SPACING BETWEEN ADJACENT LOOPS IN THE SAME 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 EST ABL!SHED IN THE FIELD AND VERIFIED BY THE ENGINEER. 9.IXXX) IND I CA TES LOOP ASSIGNMENT IN THE CONTROLLER. EACH LOOP ASSIGNMENT SHALL HAVE A SEPARATE LEAD-IN CABLE TO THE CONTROLLER. 10. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE SIGNAL PHASE DIAGRAM AND DETECTOR SCHEDULE. 11. ALL WIRING SHALL BE MARKED (T AGGEDl WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 12. CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED. 13. PULL BOXES SHALL BE SIZE No. 5 UNLESS OTHERWISE SPECIFIED. 14. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOUND APPLIED. 15. REMOVE ABANDONED POLE FOUNDATIONS. C/y\\. - ~ ~ - 540' TO BCR W74 3 (LEFT) --; -· _} -----==-=--= • --= --' -\----\ -" -- 9 APPROVED: CITY OF NEW PORT BEACH /Jt. t' .. /✓te,,if·'.~t ~-~ -~~-,~ L~---3-~-, -"Jw.} TRAFFIC ENGINEER RCE 22045 DATE PLANS PREPARED BY: lransiech 20505 E. VALLEY BLVD., #110 WALNUT, CA 91789 ( 909) 595-8599 "j ~/ ;J'/i/11:t' ;,( ~17;/)-t/3 DATE I \ ~ ----=- ~ ---= ----= ---- 5 20 10 0 20 .., 1•--k!' GRAPHIC SCALE (1) c.P I \.l-0 ~ hi w ~ -\.l.l -'tA --\.l.l -.l -z. ' ...l :J --:i: -0 ---~ ~ \ - FUSCOJE 16735 Von Karman, #100 Imne, Cal!fomla 92714 Phone (714) 474-1960 FAX (714) 474-5315 ENGINEERING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA DRIVE AT IRVINE AVENUE SIGNING AND STRIPING PLAN MARK DA TE DESCRIPTION PREPARED UNDEJl~;{;l ,t ~,>/1,, II--.Jc__C...,---------7 SUPERVISION Ot J1y!('-'.:. >/...-;,/J<:?J;t.-7 SHEET REVISIONS '-'=-'RcE ' DATE 46 DESIGNED : SCALE DATE DRAWING NO. OF 11-D-R_A_W_N_: ____ C_H_E_CK_E_D_:_---JAs SHOWN 91 "' .ec. u , '- 0"' ~~ ID a) 0"' m i.o I 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 ~ MESA ACACIA->-I --- Q) lO u-0 lO -.I" -------·--· ,>- 'O:'. Io u I- <( -w O:'. en ffi I-,1- 0:'. I 0 Ow Q_ 1- 3 <( w~ z,o_ LL IO:'. 00 u >-z I--_z u ::) - I -I ti -'"-.=--~ ~~-=--=-~~;=r=~~~- ~ ~ c.----;c':7 ::i DETAIL "A" (NO SCALE) 6" FACE FOR ARTERIAL HIGHWAY -~ BIRCH MESA (.,1-.... DETAIL "B" (NO SCALE) :::,- "BIKE", "LANE", 11---- R26(S) --- <( 0 <( 0 <( ,. I I I I I I I I I I ,.. 20' 20' I I I I I I I I ,. SCALE: 1"=40' 6 ◊ ~0, ~~, / c,~ _./~ / , ~ r 0~ / / /, /# / rl I I 5' SEE DETAIL "A" CR=35' SEE DETAIL "A" ------,16t---, R=2' CR=25' EE DETAIL "B" OJ 0 [I] 0 0 0 0 0 0 ~ [DJ @] @] B @] ~ 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 CALTRANS STD. PLAN A20B, DETAIL 24. 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 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. PAINT RED CURB. INSTALL STREET NAME SIGNS AND POST PER OCEMA STANDARD PLAN 1407. ,, / / r,, ,, f-I (/) I :c 0 a::: -en I I I I ,._. Gil ~ I" EXP. 3-31-96 HO. 42156 C/VI'- I I I I -------- APPROVED: CITY OF NEW PORT BEACH TRAFFlC ENGINEER RCE 22045 PLANS PREPARED BY: lranslech 20505 E. VALLEY BLVD., WALNUT, CA 91789 (909) 595-8599 #110 DATE fUSCOJE ENGINEERING 20 10 0 ,· .. 40' 16735 Von Karman, #100 Irvine, california 92714 Phone (714) 474-1960 FAX (714) 474-5315 ,a "' <RN'HC SCALE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA DRIVE / BIRCH STREET SIGNING AND STRIPING PLAN SHEET 47 , , DESIGNED : S~ALE DATE DRA~NG NO. JON,..cA~: =G1L-L~Es~p1=E -R~.c~.E~42=,s=s____ -~o-A TE~ '"D_R_A_WN-,--~-CH_E_C_K-ED-, --< AS SH0\1,1',/ OF 91 <D "'-u , ' N 0 ,,_"' """ <O ' ~~ OHO 0) co f5 GENERAL NOTES 1. Traffic Signs Stripes, and Legends per Caltrans Traffic Sign Specifications, Standard Plans and Standard Specifications, Refiectarize all Signs, Stripes and Legends. 2. Painting Procedures for striping per Standard Specifications For Public Works Construction 1991 Edition. /-.. --BIRCH /;j 0 tJ VJ r -../ i5 ,-::.. § DJ 0 [I] 0 0 [I] 0 0 0 ~ @] @] @] ~ @] --<D ----0 --a, -,,_ --~ ,,_ ---------- <D 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 CAL TRANS SID. 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 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 SID. PLAN A20D, DETAIL 38. PAINT 6" WHITE BIKE LANE LINE PER CAL TIRANS SID. PLAN A20D, DETAIL 39. PAINT 6" WHITE BIKE LANE INTERSECTION LINE PER CAL TRANS SID. PLAN A20D, DETAIL 39A. PAINT 4" WHITE LANE LINE EXTENTION THROUGH INTERSECTIONS PER CAL TIRANS STD. PLAN A20D, DETAIL 40. PAINT RED CURB. N N I- I (.'.) O:'. ~ 0 en <l:: w w (/1 w z _J I ~ <l:: ~ r- - "BIKE","LANE","_." 90' TYPE IV (L) ~ --:;ij -- - ;;. n - - - -;;. n --;1 ~" 1:,-,;- R26(S 150' 200' BIRCH -- -- - - A I --@J--1 I ,, CR=35' w > 0::: 0 "' (') BCR ;o 50' TYP. ECR CR=35' r@J -- Ct'. 0 CD 0 0::: <( I 0 0::: 0 -- - - - ' I -\-/- \ I \ I ----B-1' I I 35' 11' 24' 35' 24' 11 6' I 29' 29' -'--' 1-o--"-'--+--"-'-+i 6' 29' 29' I 0 I n ~ 35' 35' 19' 16' 16' 19' -- - - - -r - I I --0---1 I 6' "'-'- I I I I 6' -- - - -- CR=35' er 0 OJ ECR CR=35' -- I -1 -- - - -] I -- 13 rill I - - 200' - - - -- - - ----- SCALE: 1 "=40' STREET I-LL w _J STREET CX) N -- L{) N ~ --N ~ . ~ N ~ --•N ~ --::::. -------- <Dj -- ~ -~ --n ~ ~ -- .::'>\ --.-----'°T APPROVED: TRAFFlC ENGINEER . Na, 0 tO + 0 LL -tj-0 • CJ> i=!: -tj- (/1 I- . w WW ZI _J (/1 IW 0W I-(/1 <l:: ~ RCE 22045 PLANS PREPARED BY: iranslech 20505 E. VALLEY BLVD., #110 WALNUT, CA 91789 (909) 595-8599 DATE 20 10 0 20 GIW'HIC stm fU§COJE ENGINEERING 16735 Von Karman, #100 Irvine, California 92714 Phone (714) 474-1960 FAX (714) 474-5315 ORANGE COUNTY EN~RONMENTAL MANAGEMENT AGENCY BIRCH STREET SIGNING AND STRIP~NG PLAN ! MARK DA TE DESCRIPTION PREPARED UNDE 1--4 '/ /l. / ~ 1 SHEET 11---~--~-------< SUPERVISION O ,;,W!U'!,r;~,'f!/'f::'~ ,.l o REVISIONS -RCE DATE 48 ~ ,. , / • ,•. _. DESIGNED : SCAL£ DATE DRAWNG NO. OF :l, ~ JON A=. '"Gt"'LUE""S""P"'tE'"""'R..;_.c~.E~4=21""5""s ____ -~D=ATE~ ll------~C-H-EC_K_E_D ___ --<As SHOl',!,I 91 :g gj ============================================================================================-===================================i!~DR=A~WN==='===~======'=============="====dm~ STRIPING NOTES: NOTE: rn-- l:3l [2] - . Gl-· ffil - . IBJ-. ®-· @-· [5] [] CD @ @ (J) ® ®- @-· ®- 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 ST ATE R/W, EXCEPT FOR DETAILS THAT INCLUDE INSTALLATION OF RPM's. ~ #/ . SCALE = 1"=40' t--~---,1'-----j 2 REMOVE INTERFERING PAVEMENT MARKINGS -----,1~~- (!) z BIRCH r.57R26(S) ~R61 . ITXzl. I }>, ~y I EX. R26A R61 --~~-----;~ REMOVE INTERFERING PAVEMENT MARKINGS ----~1~-,.-( (!) z a.. f"3l RR2616(S) t }> r} r> ~EX. R18 'S'EX. RGl(Special) 1 1 rg,EX. Rl8(Speclal) ~ ONLY ONLY f-1.£.1 • ,_... __ • ~ EX. R29 -1 RGl EX. R29 ~ 9 ___ 9_ ___________ ~---------9 1 1 · !§Jex. R28(S)Lt 0::: -I ti; ~ ------------------------~ u:: 4 PEYII ------ fj -----------------------~ ~4TYPEI ' m ----<( ~---------.g:j:~ __ ----------5oito _-___ -_ -____ 51t:_-- VARIES ----r: ~ -------------F--------------~---'c (..)<(f-p -----'\ ----=:-.. ffiltx. R26A •• • • rg,EX.W41 ~ llil EX. R26A 12.1 EX. R26A • l 1 • • 11 • BIRCH ,__ ------, 250'iRANSITION 52+00 ------------- --------- STREET -= --...-.. ----ro-:-- z LLJ I 8' I I --.: I I I I I ! I I I ! I I I I I I I I : ~ e; " z z ~ II ~ ~ ;" ~ 11 ~ is 11 :z w i I ::, <' 8 ,to 11 ' 11 11 EX. R26, R81, 7~ I I ·~ ~2· ' I v I' I I I I I I 30' I I I I I I I I I I / / I I I I I I I I II I~ II 3 R61 II II II II II Ii II I! \ .,., -TYPE IV " 4 ti t• 0 N 17 :co II 11 II II Ii II 11-('EX. TYPE "N", RIO 11 EX. R26(S) II 11 II II 11 ii ~ ~ ONLY I ONLY R61 E-t ~ ~ ~ E-t Ul ~ ~ ONLY I ONLY ::C1 b 0 Ul R61 ([]R26(SJ -I ------------ i I . 1 STREET • 1 3 • \ \ ! \ ' \ ___________ , ' ' ' N - N -1 □ N ~ 1 4 · 0 E-t Ul 1--1 ~ i:Q ::C1 E-t ~ 0 z ' I \ ·, ' ' I I I I I ' ' - / • . '• ~ f"3l R61 ~R28{Rt) 1 -..i _: L..=..l'O' l])R26{S) t LLJ _J ~ LLJ m LLJ LLJ en LLJ z :J I 1/2 0 2 3 inches on original drawing ., MARK DATE DESCRIPTION REVISIONS OESICl<ED G ANDERSON RA T.LE . CHECKED G ANDERSON ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENC BIRCH STREET AT SOUTH BRISTOL STREET SIGNING & STRIPING PLAN . ~ .,J;- SCALE DATE W. d.'NO. 1"'40'. 6-96 OF 91 '• , . 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 I I >-0::: I 0 f--u 0::: <( w es,m f--If-- 0 0::: wO f--D... <( ~ 0::: 0 w D... z 0::: LL 0 0 u z >-z f-- ::) u N -N N N ------- N ------""N N ,,., -<D 0~ OVl ti) . I"-f-+~ ox -w ·z <(_ f-Q V)-, SCALE: 1 "= 40' BRISTOL R18(SPECIAL) & R26(S) STREET TYPE . 0 0 0 <D + ~ 0 0 ;::: -I'.) -------<( 0) :..+-+------=---------~....-lf+-------==-----11--~ -------=c=:::==1 (/) f-- N 0 ----______________________ ,:-: . w ·-===I w w ZI =-a-==1 _J (/) --,-+--,.---1 I W ~~ 150' O -----+-------------0 1' TRANSITION tri >-0::: <( :::,;; 0:: (.) w LEFT 2 LANES MUST TURN LEFT R18(SPECIAL) N + N ~23 0::: <( 0::: w wm f--f-- 0::: o,o ~ 10... <( ~ 0::: w fr z 0::: LL Oo u z >-z f--::) u CONSTRUCTION NOTES [2J REMOVE CONFLICTING MARKINGS BY WET SANDBLASTING. 0 PAINT WHITE ARROW OR LEGEND AS SHOWN. 0 INSTALL SIGN AND POST AS SHOWN. 8J PAINT 12" WHITE LINE. [I] PAINT 4" WHITE SKIP STRIPE PER CALTRANS STD, 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 A208, DETAIL 29. 0 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. 02) PAINT 8" WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. O] 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. [BJ PAINT 4" WHITE LANE LINE EXTENTION THROUGH INTERSECTIONS PER CALTRANS STD. PLAN A20D, DETAIL 40. ~ PAINT RED CURB. APPROVED: CITY OF NEW PORT BEACH /),1 ,1,1,·· ,, [ ;: -;4:e,,r -..,'.;" .. , .. :::t li -, z:.:rh~> J"N(, 1•,.~----:;i, .. ?~--1 ~) 7 TRAmc ENGINEER RCE 22045 DA TE PLANS PREPARED BY: iransiech 20 10 0 20 GRAPHIC SCALE f1U§COJE ENGINEERING 16735 Von Karman, #100 Il'line, california 92714 Phone (714) 474-1960 FAX (714) 474-5315 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY BRISTOL STREET SIGNING AND STRIPING PLAN ~-GIL ~ ~ 20505 E. VALLEY BLVD., #110 WALNUT, CA 91789 E»'. 3-31-96 NO. 421$ (909) 595-8599 10M_A_R_K ~D_A_T_E~_D_E_S_CR_IP_Tl_O_N _ ___, ~~~~~~~~0 ~N9~~-~(,t, /✓/_,;-.;, ~-~l t SHEET t REVISIONS ·--RCE • DATE 50 2~ DESIGNED : SCALE DATE DRAl'l1NG NO. OF il; ~ JO~! A. GILLESPIE R.C.E 42156 ~DA~.TE~ '"o_R_A_WN_,---~C_H_E-CK_E_D_: _ __,AS SHOl'.N 91 :g gj -======================================================================================================~~====~============================;;;,;.;=='=="'=======""'"===-============~w \ . "' ~ "' "' N N .,. "' "' "' "' N N N COCO ., "' I ~N O ~IOU,'-'! t-----t-----t---------t-----j-----1-----+----t-----+----+------l----+-----l-----+----+------J.-------l------l----+----l------+----+------J.---..'.l-.-lJ.--~U'lr~,...g1----+------l----;:;'°11----+-----!------+-N~;:i; -~·H.Nl----- sa-I ~ N ' "' ... "' ... "' .; ... .; .; N N N "" "' "' "" "" ' "' ' / "' <O N 0 "' .; N N ... "' .; N ... "' "' ... "' .; .; .; "' N 0 "" .,. "' ... ... .; N I N ' .,. "' "' 0 N <O .,. ' "' ' 0 '\,__ .,. 0 N .,. .,. :g "'ll---1""1 N N N "' :ll; '--PROPOSED FIN I SHED ~ "' :g N I SURFACE ~ ~ 0 0 N N N N 10 , -N "'O I <:~ ~2 .1------t----+------!-:-----l-+--¥t----l-----+----+-----t----+------l-----+-p!l-f----l--\-----+__:__---+------+-----+-----iL---+-----l---------+------i------l----l---l--: ~ ~ ~ ~ 1 "',:J-1'-+-----+----+-----l-----l-••----l-----+---'-"-----+-------t.l ,i--1'------l-----1 ~,,, "' ... ... ... "' -"' .; - "' N N N /1/ . N -g: .; "' N N ---- "' "' 0 .,. ' "' "' .; "' "' ' ' / 0 "' "' "' "' ,,; "' :> I M L JV- ! 3~,5J) I ~TA I ~ :,_----0 N "' ... "" :;--J I ----~ -... "' .; -"' "' N .; .; 0 N N "' "' ' .. ,v I / .; ' -"' . ' 1 I / N "' "' 0 .; .; N N -"' "' 0 .; "' "' "' ' ' . I I 0 0 .; - N <O ' • -(X) N 0 / "' '-PROPO ED FIN I SHE D / :g N ---------------.___ SURF AC E ;;; ~ --------+-----,jri-----J. _ _/".------N "' "' " .; 1:i "' .; N "' ... .; .; 0 "' - 7 o,,, '":'' I.,., GRQ"f''"--rl---+-----l------1-----1--"'---f-+~----l-------~----...+-----'------'----~ 0 .; N N "' STA 2 .. 00 ' :'--TOP OF ~XIST. RCB - ,l; I - "' 0 "' "' "' "' N N .,. "' "' .; ' "' / ' - ., ... ORIG! AL ; ' / ! GROUND 1 I "' "' . N N 0 / / - r---t------t---_,_1----'"--7---7----t----t-----t--t---:-----t---t--t·----j----:---j----f----t-~--t----+-t-----f·----+-----j----j----µ"'~-/--+--~~i-+---+---=~P;f;R~O~POSED FI~ I SHED • -mr~~ .,. "' N "' N "' "' "' "' ,,; N 0 ,,; "' "' 0 N "' ,,; ,,; N ,,; 0 N ~-N !::' .,. N ... ~-"' ' .. "' ,,; N / / .; ' .; N "' / "' ' 0 ' -- / ..,./ ,,, "' STA "' "' I ., .; .; N N "' 0 ., "' .; ,., ' "50 .,. "' '° N ~ "' = "' "' "' "' ,,; "' N "' N .,. 0 .,. N "'LI---r 0 -,,; N ,., "' ... "' . .,, .,. ., N • "' -N 0 . "' N ro ,., . "' "' /RCB SOFFIT 0 ,., ,,; N "' "' "' "" r--- N .,, "" ' N " "' .; "' ' 0 N "' ' 01 I GI NAL GR( UND- II / , / I i--_ ---+------+----+---,2""-f-,,-+----1-----+----+-----i-----;;;-+-------!---'----+-·-----f------+-----1-------1-------+--~--_,.-·-----1------+---';~,-i-"'-1 .. -:1-;:;h.f---+17-~,__-1-------1-·----+-----+l ____ --!l-----1 ~-= ,1 / t------+----+-------+---i~-'"h-_~1------.+----·-r-----j--------1----~ol-----'----t-----t-----t---c--+------l-----+----:--f-----+----+-------+----+:,l_--~l-----l------+-----+----+-----!-----l I I \ ----"' "' " "' 0 .; N "' N -'° 0 "' .; .; N "' "' "' N N 0 "' "' / " 0 "' -,t-121:b--t"""t--4+------lf------+------ "' N N "' 0 "' ·"' N • "' "' ,., ½ ' N N "' <O "' SCALED HOR I Z• I '= I 0' VERT. I I • = I ' 0 ' LEGEND PROPOSED EXISTING 2 ' 3 INCHES ON ORIGINAL DRAWING , ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT CROSS SECTIONS STA. 1+37.00 TO STA. 3+50.00 . . MARK DATE DESCRIPTION PREPARED UN\),1lfl~~ / f#Z.'.'·'-'·• l'j,13/f~ f-----'------'--------1 SUPERVISION t.fftt,(~:!J,/t,-I~ REVISIONS RCE 24701 DATE SHEET 51 DESIGNED ,TS,PK,LC SCALE <-----'--'---'------'-------' DRAWN ,DB CHECKED 'LC AS SHOWN DATE 3-'l3 DRAWING NO. OF 91 / r • / . - ' ' N .,; "' 0 "' 0 "' ' V . ... -... -N <O .,. ' '-.._ "' ... 0 N <O .,. ' 'J ... -._ "' . ... N 0 N ,,; .,. ' N ' "' v .; "' ' J "' "' ,,; ·N "' "' ,,; "' ' "' ... ,,; "' N "' N ,,; .,. ' N ' "' .; "' ' - .,. "' .; "' "' ,,; "' -· ' .,. 0 ,,; N .,. "' ' L,, -"' ,,; ., 0 ,,; "' ' g ,,; N .,. ' ... 0 ,,; N -0 ,,; "' ' / -·- ( / ---------------l-------- ~ "' N 0 !STA 4 .. 50 $TA ~ ORI( INAL GROUtDy~ I . I I .,. "' N N N "' .,. 0 ,,; N .,. "' 6 .,. . "' N N -N 0 "' . "' N • ,., "' "' ,,; N 0 "' 0 .; .; "' N 0 V "' .; "' - I I u ... "' -3-r· ri "' "' N ,,; "' ' 3-j -- ~- ~~ --- .,; .,; N N .,. "' "' .; ' ,., ' - M 0 "' ,,; . "' :;: ' ' ; ; : / 1 \ -- "' N .; "' "' ... .,; N "' ' \~ ' Ii: ' STA . !STA "' ... .,; N .,. "' ' / I 5 11-,50 --.,; N .,. M <O N N M ... INISHED "' "' .,. .; .,. N ;; .. 0 M ,,; "' . M .; M "' .; M / "' ... .,; N ,., "' ... .; .,; N "' ½ ' ' "' "' .,. "' .,. "' .., "' -" ~ SCALEu HORIZi 1'=10' VERT. I I ' = I ' LEGEND ' I PROPOSED EXISTING 0 ' 2 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT CROSS SECTIONS STA. 4+00.00 TO STA. 6+00.00 MARK DATE DESCRIPTION PREPARED UNDER..J.'k '//f/7 _ !W-•l 1----'---R--'-E-V-IS_I_O_N_S _ __:__-'" SUPERVISION °l. ff{U«, '/<-~/&.'.!. 'J;;r SHEET i-=D=ES::;IG:::N=:E□~•:c-T.::.S:::.,P.::.Kc:c;L:;.:C=-------1 SCALE DRAWN I DB I CHECKED I LC AS SHOWN I ' -'RCE 24701' DATE DATE 3-<!3 DRAWING NO. _52 OF 91 ( I L A 0 ' ' A~ V ,- .; N N ... ' ,-,- .; \ N "' .; ' " 0 .; N "' " ,.; "' , ... ,- .; N ... . ,,, ' ' / 1 / ., N .; N 0 .; "' ,.L " 3TA 6·50 "' ,- " N 0 '--P OPOSED F 11 I SHED SI RFACE ,-,- .; N ... "' ,-.; .; ,,, N ;:; ,.-... N .; N N ,,, " N oo .o "' . N 00 N 0 ., . "' N • "' ., "' . . ·-"TV . 0 "' "' -. ci -.,. .,. N "' -~ . ,.; ~ "I '-' ' 2• I . ' / /-----OR I GI NAl GROUND~ ~ O> N ... "' 0 ci ,,, "' " 0 "' ol ,,, "' ' ' •n ·~ ,, ,v STA 7 ·00 0 N "' 0 P OPOSED Fl ISH£D S RFACE 0 0 ,.. .,. " .; "' ' "' --., ... "' ., "' -· N ., r-... N "' "' ci ... ., 0 ., 0 "' ol "' ., ,.; ., ,-. "' " "' N .; -., ., 0 .. - " N . ;;; N ... 0 0 "' ORI INAL GROU DP"-A "'/ \ STA 7 g .. ., 0 -1-----1------1 " '-50 m ,.; ., " "' "' 0 m .; .; ,.; ., ., "' 0 .,. .. "' "' ,.; ., N ., "' ., ... m ,.; N "' "' -0 "' .; " "' ,.; ,,, fU§ ~IB 10735 Von Karman #100 Irvine, Cali£ornia 92714 Phone (714) 47<-1960 FAX (714) 47'-5315 ENGINE RING I r ·----'--'-'----'------I SCALEo HORIZ• 1'=10' VERT. I I • = l , LEGEND PROPOSED EXISTING ½ 0 I 2 ' 3 INCHES ON ORIGINAL DRAWING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT CROSS SECTIONS STA. 6+50.00 TO STA. 7+50.00 . 1-M_A_RK...,__D_AT_E...,__ __ D_Es_cR_IP_T_IO_N ---I :n~t~Vl'!llol/ri~d't0111...-:i. Y//.:14 ,, SHEET REVISIONS RCE 24701 • DATE 5 3 DESIGNED I TS,PK,LC SCALE DATE DRAWING ND, 1----D--'-B--'--'-1------' 3-93 DRAWN I CHECKED I LC AS SHOWN OF 91. . ' "' ,., ~ ·-" "' ,c . --·-·--' -,; "' ..._____, I ' \ ~ "' A ,1 . r:-~ "' ·-·-------w-------·--' ~v ., ~o IGINAL GR UND~ "' \ -,., "' "' -----' ' , ,.., I"\ -48 . ' ·-~:--, ··-·-I-· ·-~ " ~ STA 8 .. 50 "' ORIGIN VIL GROUND-~ I 0 " "' 0 "' 'o '" ~ "' "' "' I'---.. '" '" '" "' ,., 0 . ' "' ,., ' N "' "' ,.-I N ~ "' ------" '" "' . J " "' '" .,; \ ~ N 1--------' .,; "' "' "' "' \\;w ·i'); ·--!\ll~ • "' ' "' Ar -"'-----"' ,, ···-,,, f- ----o -,,.. ,,,.,, -· .,; "' I "' ,., --' " ,u -------- -!.; ..;. ,.;. " "' .,; ,., "' " "' I \ \ " ; : ~ "' ~ "' "' N "' .,; --,., .,; .,; .,; "' N .,. " V V -": . ,., "' "' ,n ~ I ;}; I 0 --\ ~ ' ,.-0 ,; :,; .--"' 0 -0 " m ~ '" '" ·~ ,., ,., PlOPOSED Fl ~ I SHED ,., N I ,., ---,., . .. .-CE ---·· ---· ' V "' '~ \ 0 "' ~'"" ~ r<i N N ,; ~ "' ~ ,., ,., ,., ,., rtl r<i i ,; ' ' " .,. '--PROPOS! D FIN I SHE[ V ' ~l-,., - "' 0 SURFACE M N ,., ,., ' ' . sc, LE• \ I HORIZ I ' =IO' ( TA 9· 50 VERT. , I• =2' .. , ___ ,, __ -••H•••w . ' ' ' ,., ._ .. --· r----' .. ,~ r·-. --.. \ '' \ ' \ . seAcE . -·---- \ HOR I z, I '• I 0' I VERT. I I • ~2' N ,., ~ ,., "' --- \ ~ ~ ' \ ' \ ' ' 0 N ,.: . .,. ' --·-4 '. 0 ·-48----· ·--·--· ----~---. ,. \ ., _ _.m_ ---··-·--· ·--; '" -" "' ' ' I "' I~ ,; .,, \ "' ' I G. -- A -, " --" -. . "iv ~ ,J ORIGINA .,. GROUND- ''" ~ ,,, ----I i ----------- I --------STA ~ +00 t I~ ' l ) : 4-2-' ' - I 16735 Von Kan \ ~ I ..., ..., ~ 0 I "' -' ~ an, #100 N "' '" ,., I I ' --'" ' '" V ,., Irvine, Californ)a 92714 '" "' I OR GINAL GROI ND~ .,. -'" .,. " ' ,., "' Phone (714) b4-1960 "' N ''s. '" .,; " N I ~ .,. '" .,. .,; ,., .,. "' 0 V } . ,, FAX_,, (?I4l.b4-5315 ,.,, ,., ' •. ' .:I\" --' .,. ' ----' \t\ ' ·--·· ----···· . ... I ---....._ ,--~ ,., I\ "'' "-' N°i,, "' "' I -~-,n "' ' . . -;; " PROPOSED ~INISHED " " SCALEa I SURFACE ' -,., \ ' "' -0"' "' 0 . . i,.:; N N ,., HOR I Z• I'= IO' • ..n \ ' ' I ~f3_~-~'"""-:" VERT. I I ' = I , ' A,,;:,,·,,i•~·•,,{. j,.t ';--;;./().;,~-"'· .. , SCALEa ' r.,. ,.,,.....,,i ....... -• ..., .'j' -. "-" _,; :, )H.Eo t;<,:\~'·, fl,<,;i. V ,~ , " '\ LEGEND ~ORIZ• I'=, 0' lt'c'j .-~ r, '· •.-~ I {'f/c i' _p. --:. '/:· \ VERT. I I " ' I , " }'""~ ~-fr, ;'.\'.f!) ,, !i PROPOSED 1.-,v-• -·---11 i1 , : 11./31 /1'1 I ; ,_ ,.: \ EXISTING "' "•:<· \_ / /' $TA 8 ·00 ~ ' '~ '.~-'::~~;;i} ::: " "' '" \ I ~ I ½ 0 I 2 . SCALED I ' ,n 0 '--.............. ·--.. -______ .. _ ~ "' HI ,RIZ,1'=11' "' "' 3 INCHES ON ORIGINAL DRAWING N .,; \ N "' "' V .RT. , I ' =2 " "' .,; "' "' "' ' .,; "' "' "' 0 0 I ,., ~ "' ,.: ,.: ;,; ! "' .,; .,; I "' .,; ,., ,., "' . ORANGE COUNTY "' I .,; ' ,., 0 N r- ,., / ~ " " ENVIRONMENTAL MANAGEMENT AGENCY ' 0 ,., ' . " ' ·-.,. .,; BIRCH REALIGNMENT "' MESA I / ~ N l NI SHED "' ,,, I ,.r-.. "' PROPOSED ,., "' "' ,., ' 'N CROSS SECTIONS N • SURFACE: --,.A ·-· ! "' ' "' ,., I O~ "' "' 0 . "' "' ' :;' . • N ' ::: ,., ,., STA. 8+00.00 TO STA. 9+50.00 "' ' ' / . --· - \ MARK DATE DESCRIPTION PREPARED UND~~fd{~ ,1, I>' {'.7J::,/2:is SHEET SUPERVISION 't)i ~ .,,-1•1., :. Uj...,.P REVISIONS • RCE 24701 DATE 54 DESIGNED ,TS,PK,LC SCALE DATE DRAWING NO. I I DRAWN ,DB CHECKED I LC AS SHOWN 3-93 OF 91-• ',, ., ) • ~ I .~ . ! ' -· ·---· -. . . -' ·. -· -----! ' ' . I 0 "' , , ----··-·-5-3-:;; I 0 I .; -V 0 ' 0 I ,~---, "' :ll ~ r--.., I V ..., ' -~-·= ,. --, '" '" "' 0 ! . '" ., .; I ..; I \j ., ,i, ,i, '" N V ., "' ... .. ~ '" ... -' 0 ... V "' ,i, "' V "' V 0 '" .,. N I N ' N .,. V \; "' N .,. ~ .,; "' -V ..J-V "' 0 "' I "' I~ M ~ V N "' ' M _.-V -j .,; "' "' ., ~ 0 -V .,, .,; ---· IN \: . -. . -.,. V -N "' "\ "" .., "I :::, "' V ·~ \] 0 "' __., -.,. V ; ---• V V N I •ffi ---··"·--· .J. .,, V V ,J "' I ~ ·-·· V '" V .-, "' -0 ~ ".' .> .~ 0 "' ·"-PROPO ED 1 I ,e .,, ---V " FINISH~D ,i, • .,. I "' '! V ~ ---N .~ 1,1 SURFA,E -~ I -"' .., 0"' -;, '\ "' -~ N ~ V "' "' ... "' "' ··-· -~-----..;7---"' . "' '" '" ... -ROPOSED FINI SHED ' .,. ... .. -----, . ~-\ ·----"' 0 , URFACE 0 "' I "' " . ., ,,; N • STA I I +0C ,., M ,_, ,., ' ,., ,; I ' '\( ' STJ I 0+~ 0 I I \ _I_ . I I \ ·1 I -· I --J _____ \ -·-·-· . --.... , .. . .... ---I ,, , ·-··--···---··----... ·-·--·· ........ ·--··" --•·----.----·-ORIG! AL GROUND _/ 0 '" --... I\ Jv 0 .; _/ \ -V ORIG NAL GROUN ' \ N ~ "' .,; \ ,., , ~ V '" '" ... '" ,e ·~ \J -"' .; .,. .,; .; -----.; '" "' V "' "' "' .; -... ... V ---.....__ V V "' w V 0 V : w "' .; "' "' \ .; .,. N .,. "' V "' .,. .; "' .J. "' ' ~ V ' ---0 <O V M 0 w .. . .. M -- ,., . ----N ~ N "' ,., '" "' ,~ "' ,e -:::; ""' \ ... \! ··-· --~---------~ "' N ----<O <O "' ., V V ~PROPOSE b FINISHED <O '" \ ... "' ,., -SURFACE -.. ., 0 0 M ,' ,,; N " "' ,., M ' ,., . ' ,., "' \ -~"' , •--•-~-·--1"1 -- \ STA I 0+0( .. , . \ ' ·-----_.:.:, \ -. ·-·-------. -\ Ol=IIGI AL_fil!OUND I - \ . . -\ --\ L ___ \ I \ I\ ,-··" . • I "' I _J_ __ . I I ·, SCALE• ' ' I -;tJ!f---:-,/f"·"·~-:,... I . HOR I z, I'= I 0' ' I \ I E·.,v,.H,,., .. -~ -~ I J, .. (J ·.~#'_.., ___ -:..: 1.r >z~ VERT.•1"=2' I ,~ ~~,-.,, \ttfD tS,•:~ ·.\ ' ---I! .. ""'½. -.,•,.;1·. • ..-',,"-1,.'"t,_' ' I . ',I, • '(•> \ :~ \\ ff}f' "-,' ·,:)~'r'", \ ' If,::; i :,,~-. ...-. r,~; \; LEGEND I .~ ~1 ~o ·:,:"!"J" • !! __ ., ' 1---~-'•\ ' ... 1i/•1/'l1 ! : --), .. _,\ t)'..; ~' --/'i'•f PROPOSED \ 'I,\ . • ~~:. ···-.. ;• ... \, /_--:"'r" _./i EXISTING \,.:._:"~o'.:--..-.:.'.,.:.~ ~-:::~-_/ I I '~.:~: .;;:._~--~--~1; ~/ I I ½ 0 I 2 , . ' -' . . ' ' 3 INCHES ON ORIGINAL DRAWING ., " I I ORANGE COUNTY --.. ENVIRONMENTAL MANAGEMENT AGENCY MESA I BIRCH REALIGNMENT i1 I ~-, ' •• rusooE-:::,t=:.·1 -· , CROSS SECT IONS I~ ENG:INEERJN: G Phone f714) 474-1960 ! STA. 10+00.00 TO STA.11+00.00 _ _ ! FAX _J714) 474-5315 I ~ .. i I ! .. , i I MARK CATE DESCRIPTION PREPARED uNDE",,., --:-,,;;,~/..~'l.ru· if.~•11,gA , SHEET i SUPERVISION. 9F -'"""-~"""' • ~ REVISIONS -RCE 24701 DATE 55 DESIGNED I TS,PK,LC SCALE CATE ORAWINO NO, CRAWN ,OB I CHECKED ' LC AS SHOWN 3-93 OF 91 ( ! ' ' ' - 0 ... • l .; . 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BRISTO_ ORII INAL GROU D~ STA s. ORIGINAL GROUN,.-~~ STA s. .. 0 0 "' ,.; "' N "' - "' "' I 1+25.00 BRISTO_ "' ... . 0 .. -N N . "' N N "' "' - 0 ol "' "' I I +00~ 00 BRISTO_ 0 ,.; "' 1:l / 0 :i "' te .. .,; N N "' "' ,.; "' g) .. :i "' ::i -."' ·- , I 0 :i 0 " SURFACE .u r ll't I ..... v SUR' ACE LL , r rr ..,_ , r - , r rr _,_ I '• "' .. N ' 0 . "' N N • R I G I NAL G OUND:....., 0 0 "' "' 0 'a, ... " ' ,, ,' . , .. . '' - , ;, . SURFA"' E 0 ,;, -~ : .. 0 'N STA 52+00.00 MES~, DR I IE,· .. ol .ORI INAL GROWD~.'o ' VI\ I -' I l"ML.. - STA s. .STA s. OR I GI jAL GROUND I~ STA s. "' ol "' ol 0 .. ol ORIGINA_ GROUND-~,, .. o STA ,, s· ,• . . ·, • PROPOSED 16+00.00 3R I ST )L "' ,.; "' "' PROPOSED FIN I SHED c-v SURFACE 15+00; 00 3R I ST )L · ROPOSED FINISHED_/ ,, . 14+00.00 3R I ST )L. "' "' "' 0 N V PROPOSED.FIN;SHED-v • 13+00.00 3R I STDL "' N C0 ..; , ..;. . M in in "' -"' co • N "' ,.; "' 0 " "' .; 0 LO " " -"' J "' " .. ' ,.; "' 0 "' N _, "' ,.; "' :il "' " . .; M u, "' "' ,.; "' 0 "' .. 'f, O· " "' 'f, 0 ... , " -, r -v , " ,v -, r N 0 " ' "' " ,, 0 0 ~ LO , -9? 0 -· -~ 0:, ' "' en ., ORI INAL GROU D-0 N ------------ ... i 0 " ' ---- "' 0 ... 0 "' ' fU~C0.1 ENGJ \JEERIN(~ ' ... .; " "' -.; ... :,:i .. ' - 16735 Von arman, #100 Irvine, Cali prnla 92714 Phone (7 4) 474-1960 FAX (7 4) 474-5315 0 ci' ... 0 PROP( SEO FINI Sf ED SURF/CE STA .35+00. 00 MES~, DR I 'IE N ... 0 0 0 "' ... en -"' ' CD 2 - N 1--LO ~ ~ oi ., "' - co O 0 - N N \ -'o " 0 "' "' ~ 0 " "' .; "' ' ~p OPOSED Fl Sl RFACE 0 ,.; N ISHED STA 64+00. 00 \. lArcr. nn1•1r "' ol " -PROP SEO FIN I S ED .. SURF CE ... .. ... 0 S'TA 63+00.00 MES~ DR I 'IE ... . ... N • . ' ... - " ! 0 .. .. 0 • "' ½ SCALEa HORIZ• I'= 10' VERT, I I ' = 5' 0 LEGEND PROPOSED EXISTING 2 3 INCHES ON ORIGINAL DRAWING .ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA/ BIRCH REALIGNMENT CROSS SECTIONS STA.11 +oo.oo TO STA.16+00.00 s. BRISTOL STA.52+00.00 TO STA.55+00:00 MESA DR. - 1--~-~--------l SUPERVISION .. ~~,i:,, 1 rs,~...,. • ~t' MARK ,DATE DESCRIPTION. PREPARED UNl~E .-. ,,,~,f,{/!Z,,,,,;,..,'//."t,i, SHEET REVISIONS ' RCE 24101 • ' DATE 6 7 CESIGNEO 'TS,PK,LC ,, SCALE DATE ' DRAWING NO. ' >-D-RA_W_N -,0-B-~~-CH-EC-K-ED-,-L-C--tAS SHOWN 3-93 ' OF 91 ' ' ' ' ' ' -, ,-•--T"" Ill ·-··--,J "' " .. " SUI FACE ., . ' ci d ., "' ,... ... d ., d 0 .. -; . -... .. d ... "' .; N .,. -... " "' "' 0 .; ., ' ' N .. "' ,., "' ' ----·~ ,v -d d . ... ' ' ... > ... • "' ., ' ------, ,- ORIGIN, L GROUND-' __,_, -STA :, +00. I •O BIR ~H ST . " , ,,. '' ' . ;; ,... "' "' '" ,... ,o ' ' '" " ' -,., .. ; .,. "' I ' N "' 0 o m "' -N ' ' ~ ~ -----..:_ N "' '" d ·~ ,, ., ·9.· ., N ,v -----' --V•'• HED_/ . ' r----. 0 ,, '" O· ,, . m . . ' ., r----. ., . ' ,, ' . 0 IGINAL GR _UND~ 0 N 0 -' PRO OSED FINI: N '' I--, ,------' ·~ ' ' ' . ' ,,..,_, '\ 1 / ••. ' . ' ' / .. ' -·~ ' ' ' '. ' . . . I --, " ,-..,v STA :z +00. I >O :'.:H ' BRI ST ' I .. .. O? ., • "' ., . ., '" ., .. OD M "' 0 -"' .; ., ·~ . . .-•--,v .,. 'l' OD • .. ' ; -0 0 ~· 0 N ., ' ED_/ N "' .; ., ~ "' "" 0 PROP PSED FINIS N 0 --, ,-. ' "' " ~. N J~ ~ OR GINAL GRO ND~ ~ . ' --,-'""' ' ·, ' _,_ "' -~ "' STA +50. I ,o '"'I,.... "" I I ,.. -r . ' . ' LJ I I \ _, I I vi ' v.; ., \ ~" "" / . "' '\. ., 0 "' "' --. -~ V ,.: N '""' i/: N ' ,,, ' PROPO ,ED FINISH SURFA :E / -" l'I ~ V V -------V 0 .. ORIGIN, L GROUND-/ g ' v,OIESS10,i, ~ ~ •< "' , .:!'\; ,;,'Is REED 'v l{:, SCALEa ( ,--=~ •f:!-/ .,. ~ ·-.;;:_ i:? ~ : s~ . ~"' 'HORIZ• I'= 10' -1,-/ ' ' "' No. ~II I "' -,_, :,/__ \. Exp./2 ' .. VERT, 1 / ' = 5' • J'.1: Ci·ii\ ~'"' ' -<tl ,:,'I-LEGEND Or CP.l\~ ' ' PROPOSED -" C V ' EXISTING s· ~ORM I ·ACCE~ RA~ . RAIN .s p ' ' I '• I ½ 0 I .2 . " ' . ' • ' ' • ' ' 3 INCHES ON • ORIGINAL DRAWING ' ' ., ... I ,-PROPOSED FINISHED ORANGE COUNTY ,.; "' N ' ,.; SURFACE "' .,. .,. ·N ,.; , ,-"' ' . __:_ p ROPOSED Fl ~/SHED ENVIRONMENTAL MANAGEMENT AGENCY ,,--.,. "' . ,_, "' d 0 I "' '_, . I SJRFACE . ' "' ... "' ' N -,.; .,. 0 0 .,.,. MESA I BIRCH REALIGNMENT ' 0 ' "' -. " . d-' "' ' d .,. ' :; ... .,. . 0 0 N ., ' ., 0 N ,.; I ' ' C N 1"'-' / .,. ,... • .. !:l o· CROSS SECTIONS ,~ .,. ,~ ~ ' ,_ l/ d ,v ·~~-• V FU~ §CO~ 16735 Von! trman,#100 . ', 0 ' ' N ' ... ORIGIN ~L GROUND ' Irvine, Calif, mia 92714 STA.L+5.0.00 TO STA.3+50.00 BIRCH ST ORIGIN L GROUND-.. .,. "' - ·ENGi IEERIN( Phone (71 ) 474-1960 •. STA.56+00.00 MESA DRIVE ' . ' . ,. FAX (71 ) 474-5315 STORM ADRAIN ACCl':S$ RAMP --,---, ,-' J -_,_, .. DATE PREPARED'UND~~~ \'!~'{A:rti , .. ,,;-._7•~.1r"; ~ SHEET . ' DESCRIPTION if A p ' ,._STA . +50.1 00 MARK s 56 +00. 0 SUPERVISION , ........ -,,,_....,-' . " REVISIONS 68 • RCE.24701. DATE , ~ESA DRIVE • . BI ~CH s· ... DESIGNED ,TS,PK,LC SCALE . DATE . DRAWING NO. : . • DRAWN ,OB CHECKED • LC . AS 'SHOWN 3-93 OF 91· ... ,, . ' ' ', ' ' ' • "· • ' " ' ' . ' ' ,. } Elev. 44' •40 Elev. ·39' -30. ~ Elev. ,25'' 20 10 Elev.·· • 35.1 66,5 110.9' • ® 110.9 6.4 44 DRIVE SAMPLE DATA 2.5 89 50.7 :60.1' ·-· .. .. • SILTY SAND, BROWN' : .~O!STIJflE=4.~.4% .. ' . ·-- - '.--· - ·a-1 a •., GRAVELLY. CLAYEY SAND.' . MOIS11.JRE'9,6'./, • , ' • ·, • SHELLS FOUND FROM. • @ELEV. 38'-37 CLAM COQU:NA LAYER .• !APPROX: 75% CLAM SHELLS) , , • I ' • ., • EJ;EV. 39'.-26' •· . .,. _;· .. . , -· --· a.. .... :· -~ ·I • • -, I ·12 .. ,:..,. •, -·-· - •, ' • . .'_ ,.· •., •• , ~~,· • PEt-lETl/ort.ETER Ar aev. a9' . --' " '· ,. ' t ,.·_. " 'i' '. ' •. ' .. , .. ,•. • pl· c:psf. 'td=pcf 45.8 -20f 98.6 98.6 3.6 ,r ,· DRIVE SAMPLE DATA 97.5 3.7 2.5' 90 • Jd" , • c:psf .'$ d:pcf • I 7-2~9f ,. 42.3 .98.1 5JZE 0 •.oc s~-...o.r-SILT 97,5 Q..i:SSF,~77C!' !YrO,¥/V C).',' GEOLOGICAl MAP UNIT 0-· TEllRACE DEPSITS TOTAL DEPTH 41.5' SAND, BROWN !@ELEV. 34') M01S11.JRE=3.4-4.0"1' @17' El.EV, SA~'D TURNS YELLOW/SH BROWN, CLEAN; , • ' 'NON-CEMENTED • •. • • ' • @14' ELEV: SAN(? 11.JRNS LIGHT G~AY, .CLEAN :ciNED Ar 1· NO GROUNDWATER . '. • ' '. 7-2-9f: . TOTAt DEP_TH 32'. ' . ' . •• !Elev.: : 8.5';, ~a:o· .. ' . , ~ ·,:. '' .' ·, ·, > ' '' .,, -:-·T"""'·'"::'"--;""'~___,.,...,.....,.._.,.._~7~-~,:-,, _, ,~ ----... -~:-;~w:--:=·; ... --.. ~~ -'":7"'"":"""' =r-7-,""~~~~-;,-7~':;"'-;._~~.,-~:~1.1.;-,,-,~:"'-~,-:."""~ ~~,:7-:-,;r..: ::-:~-:::-:-~~-~_..,.,.-•'.,. 1. Ot .. _7 -/t~/; . ' . ;- .,. --c• ,..._ :: ':,:~·-.,, , ' '· "'' '· DRIVE SAMPLE DATA rr:"' ____ c:pst' ., ~<i=pct j·• ..38. .';. ''□RIVE SAMPLE DATA '·48 .42 ,, . ' ' ':',(> 42 , 218 , 473 •,· ' '. -. 1,· Et..EVATION 28.5': . ',,. • . , ' ' >~,-; ,!; , ' ' , ' . '. ""• l -·<' :•,'~-, ' :-' ,i-·:· ,-C ''I\-••. ,· '..,..C.-'-',--~.,.,-,,;-:. ; ~ <--:'. -:~::\.· ::? ··.' ._,~;~_:-~:_,.:,_ .. -:~ , . \,. '• ,. ... '·:·.1., ,,:, , ', ;,<,. ,., ~ TC/' ) '\ . ' ·•: ..· '' ·-., :-1 . • \. \ .. , ·•· ~. 'P1..ISHt: ,_·,w),.~IYr.~ • 'ti_ /v;:J T'.!CN" q RC.t!hl'.:\ ::. DA.TT, ME~:su~c E:...:=:,y s, ,:;:-i ?_ rC'q t-· -1 rt.;S'M,J , A' 1'40 -l S. ~iMY;_z, wi:--H .t, :·, .' ' ' . ,_ J;?--i..-.~J.·, .'." ·_,,' ,_ ·G.:.rAPH,c: ~EPR£.srNr..:T_io"tV, ·,oF {);f;v,/VG R.t:T£.. •• ., ' ' 'C , , .I . . . .. -~_·:· . . . .. ,., ''.' ;\", ";'; , .. • .. J .", .. ·\·\;:~.:''-: ·.' -BLOWS 1/2· . . ( ,· • i.6735 Von razh_, il!OO • . fui~;, California 92714 Phone (714) 474-1560. . . . ' : :F,IX (714) 474'.5315 \ ·-- ... . '· . ·' ; ;: i ', ' .. ' ' '. '· • .·' 10 ; ' • i 1 -I !I 250' 400 d ' ~: • '· ,, •, ; • ' ( . . , 0 A. . , . . ' . . . . , . '· . ,. ' \' . j ' .0 2 . ORANGE ,,co UN TY/ . ENVIRONME.}iTAU:, MAflAGEMENT.AGENCY . '' ' . • ..... ·, , ' ' , . . • . • ', I /• • • :LOG OF ,TES"( BORINGS/ ' . .,. ' ' ' , PROf>OSED, RETAINING WALL '. ",A_I. , .· ·,::, M "', .. ' ~ulE$A !D~~~[E .> '. ' • 51-213 ® • • • •• • • • • • •• . . . ' . . • • . . • •• • • @ f.lGURE> 3 ' . . ' BORING LOCATIONS FOR EET AND STORM DRAIN IMPROVEMEN . . COUNTY OF ORANGE MATERIALS LAB PROJECT Sft.NTA ANA HEIGHTS STREE'r HIDENINGS AND STORM ·ORA IN @ IMPROVEMENTS -,'' ·,'. BY DEW Sh-2._~t..& .. DATE 5-23-91 . • ~~- TEST BORING NQ._B_-_3 • ___ LOCATION ....... 2.,.Q ... 35.ul....u.B .ui c ... cJJ.b.c.S.uto.1.c:iee::..t~---~-·SURF. EL.-'"'---- PENETROMETER NO. ___ _ 18. '· W/CL ..J"q,: • R q,~ .. Q<,; . DESCRIPTION. MOISTURE % S04 (ppm) SE . 91-0 0.52 'AC with petromat/NS -- 338 -Clayey Sand 9.6 <2000 10 - ·5_1_ 339 -Sandy Glay -12.4 -- -. ' -. 341 -Clayey Sand 13.3 <.2000 • 10 ' 10 1~ . - No Ground Water. . ' --. -- -.. -- ._ . -- - .. -. -. .. -. ' -.. -. -.. -. -.. ' ---·-Drive Sample Data . .. -., Depth 00= C=psf ·o, =pcf -.. " -5.' 25 •' 97 102;8. .. .. -.. -.. . . . -.. -' -. . - . . / •, . ' 0: " ' . . . ',• : ·, ' . ') .' ~.--. <. _ _., . ..-.. :." ·: . ' • ' . ; --, . .::,-·-· ,,_ . '. --;, , • ; • • ·•' • '<"-, .. ·DY('C"/' -•{t•'; LlJl.: .-· <;;JJYNTYC>F ORJ\N(;jE nn~TERIALS.L~B .. • • _·. oA~~22;-;° • "'· PROJECT: SA)ffA ANA. HEIGHTS STREET. WIDEN IN GS ,ANO STORM ORALN IMPROVEMENTS ',~s; 13C>RiNG NC>; B-1 Loc'AndN Mesa Ori ve . •• : 3.ClO' Eftr?ine. Avenu~ si S/CL _!~ .•• d·;8 327 .'Cl a e Sand 328 . , Ci~yey Sand 18.0 -3:il 10' , Si]ty Clay 115.1 .-No Ground Water •. i: .-<2000 17. . ' < ,_. < < 2000 C • .. ,. ' . . . . ,::_;;. ' .• '.·':/·-"· .. -., i'. :.~i;~..;!.:•i.;<i::~~'.\••'~: ,. ..... ~;,';..\,: 01 ·.\JIii Drive Sample Data, . Depth ~o= C=psf . t. =pcf. ' s.·· ':is 156 104.3 ' _., ,. ; COUNTY OF=. ORAl\!GIE MAT~RIJ\~S ,LAB . . . . ,, . ..._, . PROJECT SANTA.AM HEIGHTS .STREET WIOEMINGS. Mi□ :STORMOAAIN. IMPROVEMENTS TES,; SORING NO.~B~''-~4_· ~~LOCATION_'~a,_'r_t_h_S_tr~·e_e_f_.=""·,·_. ----',.a-~··,_· •• suRF. EL: 75' S/Or,cfiard Ori ve 6 : ' .Al. W/CL • • • .{. ·• Ei"i Drn sh . ..±..o,:..m.: : ••• D_Al'E': 5c23l91 • ;,/~;, 91-o~~~ 0.62'AC with petromat/NS 342 Silty sand_· 6.i <2000 16. .5' 343 & 344 10, 7 · (2000. 8 ' 345 Cla. e Sand . a. 7 .,.,. (2000,. . . 356' 10' Clay . 19;6 (200,9. • No Groun.dwaJer. DP,IVE S~MPLE DATA , Depth C=psf 'ol'd=pcf' .• ,:: 400 <121,.0: . ·. - ··-: -.·: .. ;.-"· :,, ' . ' ,-w,. . ( -. COUNTY OF ORANG.I: MATERIALS.· LAB.-·· . . BY DE\J She.Lot io' • DA.TE 5~22~9! · DESCRIPTION • tlOIST~RE % . S04 (ppm) . SE • 91-0 332. Silty Sand 10.3 5' No Ground Water . ' ··IJ.Wt: . DATE DE $ C R. I~-T IO N RE VIS IOtl S, ,'_r ·PREPARED' Lt«R, ~RVJSIQft·of• • 16735 V6n Kanrirul, #lQO -. hvine, California .92714 • Phone' (714) 474"1960 · FAX (7i4) 474-53;5 .MAY-.•1991 J ,_.. :DATE,."' _ ORANGE COUNTY . . . ENVIRONMENT AL MANAGEMENT AGENCY. . . . ' . MESA/BIRCH • ·•··.REALlGNMENT . . . . 'LOG OF TEST BORINGS DATE,• • DRAtllNG .NO •• - SHEET '";:ID)\ . . OF.;'91 •. '' ' • COUNTY OF -ORANGE "MATERIALS·LAB· . . ' •-, . PROJECT SANTA AN( HE,IGHTS STREET 1/IDENINGS AND STOR~! DRAIN I~iPROVEMENTS BY DEW Sh . .Lor-1JL ,_: DATE 5-22~9! ,_.•TEST BORING NO. B-5 LOCA~ON 20152 Birch Street - PENETRQMETER NO'. l2'E/CL. • f<,~ .. .,.c}·0o. o~"-~----'--'-----~·--'------'----'-....----"---'---~--~ _ "'~~ ,-DESCRIPTION l'OISTURE % • 564 (ppm) SE •. 91-0 333 Sandy Silt_ -<. 2000 5-' • COUNTY OF ORANGE MATERIALS LAB PROJECT SANTA A~A HEIGHTS STREET l!IOEtHNGS AIID STORM DRAIN IMPROVEfiENTS BY Qf!i..sh.,Lot.l.Q_ DATE 5-23-91 ' . . , TEST BORING NO._B_-_9 ___ LOCATION~2=0=22~0r~c'-"h=ar~d~Dr~i~v~e ~--------SIJflF. EL._~~5_1! __ PENETROMETER NO. ___ _ 18' M/CL ,,,-s • q 6' i\O ,,,~os,-------,---,----.,---,-,,--------,-,---,-~-,...,.---, ~"f , DESCRIPTION t10ISTURE % <SO {ppm) SE 91--~~0.42'AC/NS . ·.· 336 . CLf.YEY SAND 10.4 < 2000 '' • No. Ground Wat_er COUNTYOFJORANGE MATERIALS LAB --- -PROJECT 0SANIA ANA fJEI~~;s :;;REEJ \,1IDENi~~sAMo\To~~ ~~AIN . . . IMPROVEMENTS -TEST BORING Nb; B-6:. ' . ' ... LOCATION.,.--~-2=0=0~71=,,c,-S=i r~c~h-• S~t_,r_ee_t~-,'-'-:--~ _;:_. zoof S/Br'istol Street ·_ PENETROMETI;R No:_~-,--'- .334 ,.-. ' ,. ·,,'1.-,_,,.·c'.· ' 0. 75 'AC/NS ,---,,+-•--'. , .. , ... <No Grriund liater-• ·.f ,:// 5' ~ic1:'.' . ;_ . , :s.· .,. '· .... ,i,\' , . -:~. ~', '·: ;,:, •. -.~;. ~' - 1,, ; ., , J ,• i·- ·c, o'UNTv·. OF 'ORAN. GE MATER1·A-LS'-L-AB BY oEi< sti;ro· ~i..l.01.-~~-te-7°23-91. ,· PROJE~T_-_· S,cae,n~t"'a~' ·"A"~a~'~H~;e'-'i~g"h"-t=,s,~•-s~t~r~e~e"-t~le.•ii'-'d"'e~~~'""~9Scc••c,•~nc;d_-"-St~o'-'r~m~D-'-fa~,"·n"''~l~in-,.o~ro~v~e~in~·e"n"-t"-s_· • .. : :\ ·'. > , LOCA TION _ __,_Ine,t~•~rc's':'e'c-c"-t','-c' o~n'-;' .·,','o,',f'-'. l'c,:e~s"'a'--"D-'-r-'-i v'-'e~·~'-'--SUR·,,; EL, '-~ 3!' and Birch Street ·-· ,' -, ).,, ~ . ~-·,. ' . . " ., . 5' ; ),. . -.- ~' ( .- COUNTY OF ORANGE• MATERIALS LAB··.·••-: e'v oE\/ Sli • .i:::ot io • ·-' ' ' ' ci~T{,'.5c'23s.91 ' ' • PROJECT;,sANTA ANA' HE·iGHTS, STREET wrnEi!ir1Gs AN~ STORr, '□RA_)ri IMPROVEMENTS . __ , _ , :;: ·:rE5:'I;'aoR_ING ~o0 i3:: j; ·LC>CATION_'_:. 2_0_36'-_'i_-_Ac_a_c-'-ia_'..cs,;;_tr_;ec:,e,;;,_t "'---'--·~· -'---'-'-'---' .SUf:!F; EL. .,;. >7 ' PENETROME'r'i:R_,:Nci_-,-,---.,..--""--'-,'--: B')1(cL: •• / '. :~"'~" ,, . ~~,_oo, ,, ' 9 "'•~''-, -~--'----'-----+-~-'--'--'--'--'-,---"----'-~~-'------,, ,,,,~~. • ~DESCRIP,:rtiN MOISTURE % SE .,,r ·;-... ~---.-,,----,.---,---,-,,--~ ... ..,...,..-~--',,--... ---~-,t------,,..,.---+-,-,-~~~-~+----f ·. . . Q;35'AC'with petromat/MS :-,, ' . 91.- .SANDY SILT'.· <,2000 ' ~ .,, ' " ,;,- -~ : .,, . \·· , ... • ' ':: . ~ . ' ', ... '' ; ~c•,•---• -• •-•--"f" •• • • '.-:;--., ' .•. , IB1U§C01E '.-ENGINEERING· ' . ' . . 16735 Von llllrinan, i1100 . . . ' -· -- • Irvine, Callfornla 92714 Phone (7i 4) 47i 196o • • -FAX , (7t4}41isi1s . . . . . .. •;•, '- ··"' i ~- ' ' ' I. ,,MARK 8'E/CL . . . No Grou~dwater· DATE D E S C R"I ~ T I O N REVISIONS MAY [991 6.9 ~. . . -. • .. . BY L£iL.Sh.Lo,..!Q_ 5-22-9! , SURF. EL~~-c,_3 __ (2000 ., \ · . . .. , _ ORANGE COUNTY • - ENVIRONMENT AL MANAGEMENT AGENCY MESA/BIRCH•· ,, • • ', • ~,: • ' 'e • • REALIGNMENT LOG OF TEST BORINGS ' ... · -• ' _ DESllll<EJf SHEET ORAffN------~,, CHECKED-~-----, -~ ... 11 ' t-,"'s"'c.,..AL'"'E'",--..-_-o_A_T_E ...... --, -D,-RA_r_11_NG'"'·'"N-o-. -. -,-1 I{•· --• o{-gf· AS ,SHOmt. ' . . . I . ' • . ,· UTILITfi=S: •• ' < NO. 3. 4 .. • ~-· -.,..-,-~.,...··-' / / . / / '. ' - · CONSTRUCTION NOT/ES . . IT/=M. • CONSTRUCT 12" V.C.P. SEWER CONSTRUCT 8" V.C.'P, SEWER CONSTRUCT SEWER.MANHO/£ PER'CMSD STD._S-100 .. • . ·- ,. ... . ' ',56 . 37.': _.,19_ 7. CUT ANO PLUG EXIST . .'SEWER·. LINE·. .LS/ 8. 'REMOVE MANHOLE·,-ANO BACKF;JtL PER OGEMA REQUIREMENTS·" • • 4· • 9. ABANDON EXIST.. 8" VCP' SEWER-I .. S. • . ,.L.S .. 10, RE CHANNEL MANHOLE BOTTOM.,· ,., EA. 5, 11: . CONNECT, EXIST. 6." SEWER 'cATERAl• TO NEV/ SEWl:Rc' ,: .1.EA.. i ~~------~--------" ·12. RECONSTRUCT. EXiST. MANHOLE.. INSTALL NEW .. PRECAST' SECTIONS.-., ;' ~:,. ..:,· :.7 '13. COAT 'RAISED PORTION op· MANHOLE· PER SPECS. EA.~.~ ... +'~~~..., . GENERljL NQTES 1. THE SEWER sYsfEM-'sHALL-CONFORM'-ro THE'STANDARDS oF·n-iE. cosfl\ 'MESA SAN/Tf\RY-DISTf!IC.T .. ·:.f • •• ,.' ,, . ·,: .'·.' _ . . . 2. CONTRACTOR SHALL ·REQUEST'•JNSPECTION FROM THE'OFFICE.:OF' THE" DISTRICT E,'IG/NEER• '48 HOURS 'PRioR··,ro>coMMENCEMENT, OF. wof'iK. (714) 631-1731., • • • • • ' 3._ ANY-· WORK PERFORMED W/Tl;lOUT INSPECTION FROM r.YE DISTfllCT .• ' SHALL BE· CONSIDERED UNACCEPTABLE., • " , ... , ·4. • coNTRAcToR SHALL OBTAIN ·c.M,s.o.-SEWER· PERMIT PR,oR· To· coMMENCEMEi-lT oi: ·woRK :FROM '.rHE'DEPT. OF STRfErsiAND . SANiTAT/OfL .01r'r. oF< cos·r,,;_ .MESA, :h-tA)R ·oRIVE. • • • 'r714) 754-5323, . •. ' • • ' • ' •• ' ·s. -CONTRACTOR SHALL OBTAIN 'ALL NECESSAF(Y· :PERM/Ts·· THAT' ,,;,/A y'· BE RE.QUIRED FROM' THE LOCAL ,GOVERNING ,AGENCY..' . _ 6. CONTRACTOR• TO HAVE. A COPY -OF APPROVED SEVi':R PLAN'' AND • c.1.1.s.6. STANDARD PLANS ,AND sPECIFICA Tror-is ON ·)oB•;sini. Ai. ALL TIMES.' • . : -•• • • , • • · : ,. · 7. -~~~:r;iPF~~o:::it:{,~;.L~::tE;,'.P~~~~---~~c:;;z~~LB{i:::i~~si: APPROV,ED EQUAL, ARE APPROVED FOR LATERALS ANO, REPAIR WORK· ONLY • • ' • -• : ' · · -· • • .' · 8 .. 6' LATERALS SHALL BE 'coivs TR UC TED. FROM TH~ $EWER i~AIN. TO EVERY LOT. -9. AL.L,'LA TERALs· SHALL BE CONSTRUCTED. PRIOR TO SURFACING'·oi: srREETs:, , .. . 10.· STAMP "S". ON GURB. AT' SEWER· LATERAL. L'OCA TIONS. · -, - 11.'. SEWER MAIN SHALL BE AiR-OR··WATER TESTED·ME£3TJNG OISTRJC/ • ENGINEER'$·APPROVAL ' ' • • .. ,, , • • -•• 12. .PRIOR TO ASPHAL i-. CONCRETE· PAVING,. MANHOLE·· FRA/.1E$ ·AND ··coVERS, .. -.: .' •, SHALL BE: LEFT 6'. BELOW FINISH GRADE: AFTER STREET' SU-RF'ACING.,. / -rs· co'MPLETEO; FRAMES. A'ND'·COVERS .SHALL' BE RAISED' ro ·ciRAOE .PER '· 's'ro. DWG .• 'NO:S-1os.·-" • • • ·' -'. 13. SEWER:·MANHOLE FRAME. ANO COVER SHALL BF ALHAl4BRA FOUNDRY ·A- 1270, OR. AP.PROVED EQUAL. '.COVER TO. BE STAMPED 'SEWER',. 14. • '.SEWER MAiN SHA.LL BE BALLED AFTER AL/.· MANHOLE FRAMES_ AND: · '-, .. COVERS.HAVE'BEEN·RAISEp ro·GRADE.· ·,": •.• ,-._· . _·.· .• : , 15: Pvc. PIPE MAY Bi usEo ·aNLy' wiTH PRIOR APPRovAL' FROM .·THE·. DISTRICT. ENGiNEER. ' •. . '-~ . ' ' ,,-,,) , ' .. ; . '' 16 .. CONTR.ACTOR SHALL ·BE RESPONSIBLE FOR MA/NTAIN/NG·WARNJNG DEVICES·.·. FLASHING 'AR.ROW BOARDS. LIGHTS AND-'FL:AGMEN. JN ACCORDANCE. wiTH··'' • • • "'(v'ORK AREA TRAFFIC CONTROL HANDBOOK" PUBLISHED By BU/L,DING ' ' -ivliws,· INC., LATEST EDITiON, • ' ' •' ' . • . "•. , ,_. • ' > • ' .. . • :CALL:-TOLL FREE:· ' ' . . • 1-800-422-4133 . . - ••'rwo. woRKJNG. DAYS ·aEFOAE You ·o,i3 ; '. ' ~ ':/. ;I ·•:1•1·,:~.~•· '~,-:;, ,'•t• \-:~.7;~:• .~<~i ".':••: "',. ~:',•: ~~:••:_:,'.I_.,:! < "~ ( ;; . ' ',' . ; ' ••• -< . ,"-·: ,,y : : • ... . ' ., .'--·, t.'. . . ., " . ' .. -. ', ' . . ' ' ' - , ' ' ~ ,; . . ' • ? • ,. ' ', ,·.· . ' ,. .•-. ,. , ''/: ••. . ", ·" ' . ',: ", ,·: t ' .. , .... ,.~.,~•-,;•~· .; . ' .. , ~ .... "". -~,.~·,· : . ' . <" ~~-.•· ,,.,..,.,.,._,"\"•· ',' ~.••: .. "' ,"'" , ••• ,.,., "• ~;:•· "•~•c {' •, •. "' .-:·,'t"f', '·":/':",-i.'~ • • .'' I' ,• -~-----, ..,. .. :··,,,: '' '·> ,• . , . , ... _ ·," :' . :,::,:iv',.•••.'":,,'. C . ~ ' ,. ·, '> '< ·." . . • ,! ;l,. •,, t, .._, • , , .. 1 ' ' . . ' .. . ,• •,' .•' .. ' ' ',;I , • •" I , ', ... , •, "· . •, ,, ' -' . -, ' ' ' -NOTi"CE TO CONTRACTORS '.: ,, ... . . ' . ·, ,. ' .' .. t f . , -· ,, . . •,• \ :. ':, . ;\·. ' \ '' • .,. ' ' , ' ' '' ' ,' , ' ' '. ' '' ' ' '• ' . -' ' , ' .. .. ' .. ,• ' ,, . ' '. • •• _, .-ALL CONTRACTORS ·AND ·suBCONTRAOTORS ·RERFORMING WORK SHOWN, ON OR ··•.', • •.· • • ... • ·:/( • • . _ ·:··: .RELATED. io::THESE PLANS $HALL ·c6tilbuc;r: THEIR OPERATIONS· so THA r' ALL: . ,. .. •, '<-: ..:-:,_ • • ·' ;'-;· ,. : PERSONS, ARE PROVIDED_ A SAFE P,CAci ·TO WORK. AN6. THE PUBLib IS :, • , ·: ' • ,, ; .. _,· •• PROTECTED/ .• ALL-'co'NTRACTORS-ANO -SC!BCONTRACTORS SHiLL COMPL y·wJTH • ,, •• THE .. ,STATE OF, CALiFQRNiA DEPARTl,/ENT' Of. INOUSTRiAt RE.LA-TiONS, : , '. , ,, ' ' ' ._ . . , • ' • • ' • • , ' • ' ' 1 . -_: • :· Of.VISION. 9F; INDUSTRi8L SAFETY AND HEAL TH,. "C:ON~TRUCTION •_SAfE=T_Y-_ , . '..::.ORDERS." :•THE .DISTRICT ENGINEER·.·SHAL'L NOT BE Ri=SP,ONSIBLE JN'AivY. , : ••. WA.Y FOR. TH1i'coNTR,ACToR:§, ~ND.:suBb,O('ITRACTOR'S COMPtlANC,E wiiH . . THE:SE,'Ol;WERS. • ., -1 ,·, ·--· .--., • ·" : , , ,,,··' , • . L a r :•: ' ~. J .:, '\' ' ,', '; ·, ':,'~; • •' .! : I ' : , •, , ' ' " : <: ., -.... • .• c·oNTRAcioR."FuFiTHER AGREES tHAT'HE·SHAfL"AssuME·•sOLE ANo· doMPLE.TE .. • :;.:··, < ,_:: :·:.' ;, • RESpON_S/Blp°fY f0f(J68 SITE C:ONDlti6Ns. DURING. TH~ /oURS,E OF·. . :, • ' • .• ',: ·". • ••. ,. ··: , ... CONSTRUCTION OF THIS PROJEOT; INCLUO}NG:· SAFETY·. OF :ALL.'·PERSONS ANO·.· ' • • • ., • ' ., •• '•"' • , ., ' •• , ' '•1'· ' •• ',, ··:-' • -. , • • --.PROPERTY: Tl1A T :THIS', REQUIRl=MENT SHALL 'APPLY. CONTINVOUSi. Y AND NOT ... '. ::_.. : : ',Bf 1'1iA1r.Eo To'NORMAL'. WO.fli-flNG. HOURS: ;,:r-io· :Tl1AT .THE (;ONTRACTO,R SHALL ·; :•·,,. :, : ·-: ••• ,'DEFEND,, INDEMNIFY, :'AND. ·HoL·o· -THE"'COSTA-MESA' 'sANITARV° 'DIS TR/Ct' AND -. • • • ' : '.'' THE 0/STRl,CT.' ENGINEER '!-iAR.MLESS fROl'f ANY, AND, ALL-/1ABIL\'T:Y,'REAL', : OR: ALLEGi=D;-' JN, CONNECTION ·WITH ,THE:P,ERFORMANCE.OF_ WORK ON ·THIS '-; PROJ!:ic t. EXCEP.fiN·0·:F'oR LiABJLITY ·ARISING· FROM THE· sdC:E.,NEGL!GENCE -• OF THE-COSTAJMESA SANITARY DISTRICT: OR-THE .DISTRICT-ENGINEER,.'':.'., . •.•. :,·-:",': :. \'·'-'-,". ·~'·;·,,, ,_-:.:~·:,_:<::~~.·•· ,·:.,::;<~•.:',,'' :··.::-.... '.:,,'_· -·:· '--:.·,_·. ·:~-_\·,_.:··.-.-'.:,, •THE. EXISTENCE:, ·'APPROX/MA TE LOCATION"AND E-XTE/\/T, OF '.ANY'. UNDERGROUND ur11Jn1:s·.0F1' STFlUCTURES SHOWN flEREor.J:HiVE 'BEEN.OBTAINED BY, A·'. ' .. •• •• s·EARCH';oi= THE-AVAILABLE REc6Fios. • . THE doNi:RAo'roFi' 1s -REciuiRED ro . ; . , .:. TAKE 6uE PRECAU_TIONAR,Y,-'MEASUREs :fo PR'OT'ECT: THE, l,JT!Lll:Y 'LINES , ' .. 'sH_owfl l!N_D, l\f:JY OTHER· Ll~ES NOT ·or; 'RECORD .09 Nor,;sHOWN:« fF tHE -,-_ 'CONTRAC.TOR,: WH/lE PERFORMING THE CONTRACT,.:DISCOVERS UTILITY '· • FAGILITIE,S. ·N'or SHOWN HEREON,' HE" SHALL· IMMEDIA T:EL'Y, NOTIF'Y' THE .. ,; y DISTFll'cT .ENGINEER IN.',WRITING. ·. ,.. • --,, • • • • .... :.· • .' ·,,_,.·,~-·.l.···· , , ·',,•:.~·: ·\ , . : ,-r • ' . . ' . ' > 1 ' ' '.: ' : ,:, ·/: •• ' , • 1 •.. ~. " .• ·'. ::._;:·~·::. ,,.--,...,..,, ,.-,;·,:·· .' .>,: •,•',.•.·-,' '· ·.• :·. •, , \. -->~fE'~: qf G_?NS~RUCTIQN , ,, ' , .. ". ' ,., ' •. \;'.~, . \~--- ,,~ .., ' . ,,, ,' ', ·•:.' ' ,. .. . ··,· .. "-' ·, -. ,. ;'. • ,' L <' : : > '• ' ', ', -l '' • •: No .. c· -CE 31i20· ·:; ,i' f>: ,. 12i31/ ' • ' ':,~/::. <> t-'t ,, : ' •' " .. ,• ' '.-· •, 1'' --· • A/MO " • · ·· ' ,, .• ' ,, ••• ' 1, ' ', NGINE .. • < • !' ·,. ·: . ; ' ' : . . ' '' ., ' ., ,. • ' ' ' J ' • ~ '.· •: -,,_ -. ' ! ' , • •' ''; ' -., i \ . ': COSTA: MlESA Stii'.C\'JDiTAIF£V bos·t~ncv • .}'::::,,::.'.: ::r, • .. _, ~.::: . ~Vlc;>..JI=CT;~J(): • 11,t:i?:0~~1~a,:,:r • MIES A;J7St OtriCffell. :s IE W!Etri .' : 0 ' ' < • • : • • • . , . . ORANGE COUNTY'· ' - ENVIRONMENTAL:. MANAGEMENT AGENCY • • , . • ', ', [ I .,-MESA./ BIRCH REALIGNR1ENT ': _, ' ' <~ >.< ' , ~· , -~ . -. . .. .. ... ' , , ' . '. ,I '' . ; •. ' ' . : ' , : "' 0, ' '': <O • o·. '-• O') .. 0 ' • . , .. 1· ,': ' . ' •l-, • . . ". ' ' . ' . ·: "• .CONSTRUCT/ON NOTES. @i ·.CONSTRUCT 12''.. VOP SEWER. (s) CONSTRUCT 8"' vcp SE'WE1 ': @. CONSTRUCT SEWER 'MANHOLE. • • PER CMSD 'sTD. S-100. ,.• POTHOLE SEWER LATERAL BETWEEN OLD' R/W . ,; ., . ,240 .&.F, ' " 3·EA, ',. 56 EA.· AND NEW· R/W TO DETERMINE SIZE AND ELEVATION. . .. , A. iF,EXiSTING LATERAL ELE-vAi10N·coNFbc·rs, WITH •!!7 EA, NEW. STREET ELEVATION: LOWE:R LA TEFIAL• (lS _DIREC-TE[)· ·, , : BY CMSD f/'JS(:ECTOR.' • •• B. • REP.LACE· AL'L 4" LATERAL BETWEEN AND. NEW 'R/W WITH 6" ,VCP.· ·,, OLD' R/W . ' . ' {~?) MANHOLE .. REHABILITA T!ON,. REPAIR, 0AND. COATING, @ ADJUST EXIST, SEWER MAN~OLE TO GFiADk /A.OJUSTMENTS ·re' BE i;ADE.1N:24" 10 .sEci10NJ ' • ' ' ' ~~). CUT -& PLUG EXIST. S(WER ·LINE @ 'ABANDON ,EXIST.·:SEWER MANHOLE •. /xi,. REMOVE MANHOLE . . ANO BACKFILL, PER OGEMA. REQUIREMb'ITS .. •• '. • ' @· A,BAND(!N EX;ST-8". VCP SEWER.,·. § RECHANNE{L MANHdLE(Bo TT.OM. €i) ~ csNNEc 'r 'Ex1s ~-~:, :sEwER i:A rE,RA~ r_o rvJ,":' sEWER. @ RECONSTRucr.Cr:x1ir.-MANHOLE B'f Krifoc'i<iNG our .. '·· .. {x} 'ALL. BRICK TO BA Sf ELEVATION,• INSTALL NEW PRECAST •. SECTIONS FROM BASE TO NEW STREET ELEVA T/ON .. • ••• PER CMSD STD, s:100.-.· '· ••• , •• FRAME & ··co VER TO 'BE o'ELiVERED. TO:" CITY. CORPORATION YARD •.' '' ·2'300:PLACENJ/A AVE, •• , ,•. COST A, MESA. ' ! . , n·••••' ) (, ' .. ' . . ,·, L.S .. (.s. s EA.· 1:,EA .. ,. • " " . ' ': . , . . . ' • ' C , Ir, ·.: ... --:; .. ':,~\.Cl .;:;:,:_ .•· °:x~ ~ ,,;;\~ .o:i~. , , . rv !\., . . •. 5 2.,9~, _ Rlf.1 ',(55.9?1 f,11 ':(46,531-IN . . . . . . < •, • >' ', • j' • i C . t', • ,._ . . . I \ d : '· '' - - . '. ~-.' · -· .: se·' ~ ' -' ,., s . ' ' ' ,, .. · CONTRACT,OR'TO PROTECT: THiS LINE IN, PLACE· ; . -OR 'INSTALCTEMPORARY,.B'(~P.AS's: SYSTEM .: < . ·. IF( THERE' IS. CONFLICT JN ,ELEVATIONS WITH, PROPOSED CRIB:WALL-·UNTIL NEW, SEWER:_.: JN-MESA:DRIVE·'/S INSTALLED.': .. •/ '1 .-,_. • . ,, ', 'B\'.-f'ASS. SYSTEM· TO' MEET APP.RO.VAL ::o_p:· :,:. ' : , .. ',, COSTA': MESA, SANITARY. D/STRiCT; 'INSPECTOR, · @ ~gciJzif~ITr ;t;S§.~12Z@:rxr • ··~.· • •· .••. · .• ..• •· •• ~ .. · z:1! • .,. . "' , l, ' ' • ,, , ' . , ,. • ~• , ' • • ' ,, ,' ,. • , <. • •• '·, •' -·, .,, .,.,, ,,.• "1·"<•··• .. • ,'. ,,, .• .~, •• , ~ .' :,, SEE SHEETS :s;-., ANo:'.s4 7i=tiR "i,t.:.AN,:"AND. PROFILE; ' :'· -:~ !• -,.·,/,;.,· ~ ' • ,··-\; ·p, ,' -: . -. - • ' • \~•.r,;, '. ,. '' '\ \,. ',', ' • < ..,_, .. ' ',> 1 . ''•;.' ., --'\ . :\, :--. ' ,, . ''"/? ," RIGHT:· P:28,'RIM 52.-11 <RIM' 43,9) !NV.'±:· :• . ) ". . ' , '.\ . '' ,.- • •e ':,> ',<,.,. ,. ,;, , ~ c· .\ ,. .. ~ ,,, ' ' J .. \~·f .. : ,' , I ' . ,, ~ ' -.. _,, . , ' . ,. ' ' •' . '. '/8+69/. ' ' ,, ·+ .. '(0+09)-Ex:sMH (61.2)RIM (46,6) !NV,± ~:+'9 I::_ . . I .·_· 1-: .. ,. r - \ - _., , ... '.• • 1 ' • ,. -1 • •• " . . ,-. ,, ' . .'' . . • ✓ , .• ,. " . ::.·: :.:~. . ·,' . ., . > 1-, . ' . . ' 'I . ;· , ',, •. • d ·4 . . r ' . ' . ' ~ ' /8+ 79) 52:20· RIM._; i'sf2.o)Rlt,i • ·, {J.\.oo) INV't. _,' I. ,• (9+93)~EX.SMH: ,54.08 • RIM.•· {63,20)RIM.'· ',-. : (4.5,31 ·:1Nv.,;:::·. · •" • ; ! I ' ·:•· •. ' .' , . ' ,,' ,.,. ' . ' . ' .- , .. , '. ' . . " I -· .\',, :i' ; ·\( ::: 2o~'cfUJJ/Rh _. '.' : , ·.'• --, ' ., ._ - • . • • • 'l -" . ;'": '' ;cosr11t MIES/Ji, SAAflTAl!l'l· DIS"JTRICT' ':'•,' • •.•: : , • • " 1 ' , < • • ' , •)' '' •: , , •• • • '" •• ' PlriOJIECT NO. 1112100-128·. ' • ,. 'MIESA/!8D~CC=3 .• SIEYI/E~. t ,•• •" '·::,.·: 1_, ,· ••• ,,,· ,·,· .... • . ,,, 0°•·"GE · COUNTY • • · ·-· • -. . . .. . -, --cJ • NVIRONMENTAL' MANAGEMENT•AGEN • '• . . , . ' 'rJJlESA. / .• DllrlCN Rl=A!.IGC'Jll.'JIENY • " -·'. ' ',,' ~,., ''' '. ,. " .• .. . '· • I ' ' • ' ' .. STATION CU. EXC. YDS. FILL • ., . - -· 8' .. ,· II II II ,)) I ·~ so• II ,/ ·IJ. II 42'1 ' . ' ., ' . 1+00 ,. JOIN : E\AC \ \ ' ' .. . n o+69.o3· , ECR • \.' . ' 42' '. ' ·.z 0 T II if/ tr . . I , ' 2 00 EX-. CONG, CHANNEL ·:/.D, . . ·' . NEWPORT BEACH • RADIUS . ' , ·.35.00· ' .\ ·35,00' 3595,00 3629 .. oo:, ·366j,OO ., ' ... CURVE .. TABLE. 90•01•39",· 86;02:6'.l- 15•11'39" . 15'11'39." • • 15'11'39" . ,_,. 54.99·: 52.56· .953.36 962,38 '971.39, ··~ ,•. ·,t:'~-\ ~-," ,• 4i9,49· • 484.'os.' 4·aa,56 ., . ' ... '. t . !· • i ':;_ ':'{ (,' ·:,--~ "'::" ·. -r: .. l_<~·-}t ,--;,t • :'.. -~· i ➔ :, •"<, -', ' '. ' • ;? ,,.- ,_.' ,· ><\ '·' ' \~-\' ~ ' . .•,.~~ ·: "' ~, . . . XO. c· . . ,. FILL YD . . " ;/. , ' ~·-,~--:~~-:-: ' ' . , . • '. ,, .LE) @ CONSTRUCTION NOTES -coNsrRucf: 12:·; vcP :sEw_EF! . ' . . . ' . . . CONSTF/Uc1"a; VCP SEWEf'!: I s:iJ.' •GoNsTi=wcf. SEWER.MANHOLE: ... • PER ·cMso sTd: s-100: " I S51 'c9i\ r. /N~iori MANHOLE PER SPECS ' ' . ,. -: l·s5J '.'ADJU$'r· EXl$_r." SEWER MANHOLE ,ro GRADE , • · .. '(ADJUSTMENTS ,-TO,BE MADE IN 24" ID SECTION}. : I s7l 'cJT & ~LU~-Ex1s{ SE~ER LiNE • ' ; • :, ', I 591 _ ABANDON. /:;<)s-r: 'a\ :vap SEWER ' . §g'_RE?HANNfL.;MAN~OL~ BOTTQM .. ' " •TO iJEW'.SEWER. · ...• :. fwl· ~ONNEc/r EXJST:>6''. $EWER L;,TER\~ • •• ~, 66;i·r: RA1sEo PORTION oF MANHo~E·· PER. 'sPE.cs. ' ... -~ ·. -~-:-,: ••;,•'' .,· '~.,. "\' • ·~. -~·-.·, •• . . . ,.',': .. , • • • ' • ' ' ' -. "·:. , j • • '. t;. ;•' ' ' ..• [~J.sour~_E.RN. C_AliFORNIA .EDISON. CO.~:'' ' , • • • I • • • ,, • []]· PACIF:IC _BE[L:. 'i •;. :., •• • • • C i O • • > • :':\, [£.} SOUTHERN CALlfO,RNIA ~AS CO. ) @8' CITY ()~ NEWPORT tlc'ACH:' EEi SAN.TA 'ANA HEIGHTS WATER co. [TI]:' COMMU_NITY CABLE. • ' @J •• MET~OPOLIT~ WATER DISTRICT: ,:H. j COSTA, MES~ SANITARY, DISTRIST· '•j_ ' . 1. ? 0 ' ' . 1.'. . .. ' .;2 . •. 3: 1NcHli:s:·oN • o'RtG1NAL DRAWING• , ,/, . " . ' . .. " . ORANGE COUNTY . .'.- • ENVIRONMENTAi, MANAGEMENT 'AGENCY ' -/,·:, .. "'~~··>::~,'•" i._ ·:·.•\~·-, .•• :, • .• MESA' /:'BiRCH, REALIGNMENT° f •• DA_ TE'. DESCRIPTION ""PREPARED UNDER. r--:---'-"..,.C.-,-.,__-'--=-,-,"':-,-..;._-~,; SUPERVISION, 0:.-F-'-, .,..,,-,,-,..-~-'--,,--,,..,-='c REVISIONS' '. • ROE DATE SCALE 1,-,-'------,--r,--,-~-~,-rl '. i QATE DRAWING NO. OF 4 • .•. • .. ··.:J /l \ ·, .\ '. ' • . ' • ~.~-.--,.--c--. -~ .-,,-,,,,. .. -,J·"'·-~ -· ,-. . -'•. . l • " '.: • ~ ',} ': ~\ ~ ' .. ; •' ,, '••• M •~ ~~~~~~-~· ~~·· ~~~~~~~~~~~~~.:c~~~~~~4~~~~~::.~-I>'.• : •· • '' f '\' , ' -'. :, '. ' ·, C, ' ' ', ' '; •:: :+','Ca..C.--"--'-"---"-""-'=~=;_..:...c~;_.;.....4,.="-'-;__ < ···<,j• '., .• . . . ' '.' :~~~-'-+-'-,""'\'; ,'.:·1· . ' .. •'" .. , . STATION 1·1101{ • • ,,; '. .. • 12'S',"··.:t,a.~77'~-s .. _':'-·~.""'..::~;-"':_•,.....'.'.C:.,: .. ~7:.:1~_0.,:_f·l-'co""' __ o:_. -.~:-'-.~'-'-'-c;_...:.;_'-'~"c':;:::!::::;:::-:!~.~-'-'-"1.:C",-:., 1-c~ou_~_. L~_:_~_ .. _ L,_,c.__J__:._~_:._ ____ ;.....c___:._ce:_.cc_._:._;_._·,.,,;"-''--'----'--'---~~==...:' 'c___:._...:...:...:'c:" _:.__:_:c__.:.:._:c:.:'--.:::~.J.:·-'-.. ,~:-',-_-..:.~ -~~-._ .•• ~,cc'-'...:-_: _ _:,;__, --,c._:,c_:;__:_.:.:._c..,.:'.:.,li;+:.....,+,.;+c'.':'=-··~.c· T:''c ... :",. +' ::: • ~t_:_,:_ .. _.,-,::-· ·-r---'-"'-'-'--'~-=-1.,._;_;_· .. ' j ·s-:-A-Tlct_,: < , , •. , •• 1.., ·;cxc .. ~.ct:f!>· I.D, ' r: , ., RADIUS 35.00 3595.00 3629.00 '3663:oo ' •. ' CURVE TABLE .. • DEFLECTIQN. 90•00·00· 15"11'39~- 15'11'39" 15'11'39". • . · , .. . .• • 'PROFIL[ ,. .. LENGTH 54.98 . 953.36 ·962,38 971,39' ·TANGENT 479.49-, . 484,03 488,56::. . , . . . ' ,;'"' '' ·,-:,·- -NEWPORT 'BEACH • . ' . '• ,GOLF. COURSE ' ' ' . ,, ' '· ',· . ' ,";: ;_':HORIZi1•,40:·i VERT.,1•;4• ' ' . ., ,' •= • I,,•: ;' ,r,' • ' ' _:_...:c_:__:_:-;:,....c.;, • .;...:,~...:.,_:_-'-+;.1,.'-"7 .c:."c_:_.c-:.c-c:,;:-'--'-'-'-c:+:;;'c,c..:.'-'.L,-:.c.c.::..,0 ,-:._:_-'--'-'-'-'-'-'~.,.-.~::....=Lc.-'-'-',-'-,,.,.-"""'~"----'----,-~~==="--.:;.:..c-'"'-'-"-'-'+-... "'1-F-'!~-l...:.;· h_P_·:,s_._~ '. ', "~ ·,' '' .' ', ' • \..',l-/1 :·:: ·:·:. ·', , ~ -. . '. '. :t :': ' .. ' ,, ,, .• "' , .. ' '. ,' ' C ..... < ', . ,), ' ' J ' ' ' " CONSTRUCTION NOTES ,; ,· ' CONS_TRUCT 8~ vcp' SEWER·/ ' • ' ! ' ' ,. ~ : ',' • \ . , .. , .. ~· CONSTRUCT' SEWER MANHOLE .,, : ,.-r, ' '. .. RER,:cMsD:STD: s.'100. . ... , :.. .. ,, .; llil co~ t INSiDE MANH,OLr P~ff,SPf=D~::, ' . ' . ' -~ ADJusi ExisT. sEwEri MANHOLE To. GRADE • • · [AD.JUSTME,NTS.-TO BE MADE· 1N 24'..:lD SECTION} i ,,, ls71 cUT:i'"PLil~ ~;i:s:,.: sE~ER ~INE • :•:, • .. ': Js8), ABANDON E'x1sr. SEWER MANHOCEi;i, REMOVE-MANHOLE • :,,AND·'BACKFILL'.PER OCEMA REQUIREMENTS.:; .••. • .... '. ' ' ' • > ' \ L , • • •''" < : ' , 's, ,\ , • • ' • L " I ss! ABANDQf'! j~x1sr. 8' VCP; SEWER, .. B •'.§]" , . RECHANNEL :MANHOLE· BOTTOM . .''' ' ' ' • t • ,•• \.,. > ;, , ,, , 1 , > C ' RECONSTRUCT-EXIST. ·.MANHOLE 'BY' KNOCKING OUT·. AtL BRICK. TO, BASE:ELEVA TION.· INSTALL NEW :PRECAST s_EcboNs FROM BA'st: . .,ro 'NE,'(STREEr· ELEVA noN . PER CMSD· STD,· S-100, •, '., ',, ."· • • . ' • • . •• I < , ,' : I I •' , ~ ,' ' ' ' ' ,' /x} a • • > • • ... •• < • • ', ' ' '' • L •' • ,-I • ·t:RAME & , covER--rb BE DELIVEREr:i'iTO', : • CITY· CORPORATION . .YARD . '. ' . ., -':,2300 PLA'CENTIA 'AVE.. COSTA MESA.' ' • _, •' ', 0 •, • '• C > • , ,, ' •. :.UTILITIES 1B • '' SOUTHERN , CALIFORNIA. EDISQN· Cd. I B. L PACIFiC BELL .. ·1.c: I SOUTHERN [fil: c,'rY .or. NEWPORT BEACH: . CALIFORNIA: GAS co:: . . ' . ·. j E,, I SANT~:~~ HEiGH1S WATEfl ,CO;, [[] to~M;N1~'.cABLE. • • .. "•@] ,, . METROPOLITAN WATER DIST_RICT .. ' • [BJ . CO;>TA M,ESA .• SANITAR'( DISTRJCT 1. 0 ·2 3 INCHES ON, ORIGINAL DRA'7ING.. • cosrA: M!ESA 'SAPJITARV DIS,Y:ffellCT • •• • .. : PriqJ~cr rJo. ,1112,00~120:, ' • •• ·, •• MIESA/f8JURCf3 'S'rEWlEffeJ , ,; > >, , ' \ c , ' .. '··ORANGE 'coUNTY ENlitROrJMEfjTAL MANAGEMENT ' . ' ' . c I' • • ' \ ' ' •.' • ' • ' • '( Il.111:SA I BIRCH l'lE:ALIGNMENT .,' MESA iri~U'VIB' SlEWfE[g rPiL~ru AiNJ[[] IP~oc=un..IE- <. , ••• , ' •• ~· ': SHEET .'DATE DATE'. DRAWING ND. . : • .'S~ •,,, .' .1 , • ·J ' ' ... I· '.: ' / ; / ' / / / ~ .... .,_4: • o>'..,, ~ / ~-o>'..,, • <}"" ,Q" / / ; NEW POLE .. ·• # 4268488(·, P!<,W. . · .. TRAN'.: MI:'-'.. 101-J P(U TO •-6t8 /lsSCJf PCR uei-ll!it • (,/0.ilc $11) ';' '· / A$!tJOAOcca:ctt """"" "' 4.D • u: LUut r:uo. ~TA ~ CMIQ":SA ~104 ~\~ \i .·. o::=, IXA"'°'""""" ~U:".J!02'1~Cl£P, •y~cr ~ nt()I~ ru~ ~O'Dl 11· t.mr.:u1 -.1 PIJa.S ', . • ml C'O'O 'alN PO,l A o::oc>:sAmJCT>K 1422'1 ~ ~ A',( rcfft#A. CIU. l2UJ rt2Stfatl«AT eono:, rs P~ "'° cu~ - OJU·~ eo,:j·•r· UllJTY \IILI.T CO. ,C:.,Otftt.OCKAW: fO:OJ:aA, CifSa:=,, t2lli = ~ rJ:a.t::n) AT .ll:ns. 1 ,:[(QtM:kfSP$10ct ~ Yl! '".li'1"J r. ~ffi"'" 6' X 'll 8' SLAB-BOX DETAIL "A"' RETAINING ""'' Q.[AAAHCTS ff.Wl su.e eo, IALT[RNAT[j \ 0.0 "' _l I L,--. sa:Oli.l.' I i I LIST OF MATERIALS [EDISON co.] S(t VCS S(CTIOH lfol()(X rc,i RU'[RCNCt ORAWfCS w ... "'"""'""" I [AO! HAI.Oi(l[ • [1,Qt HAIOi(l[ I [1,Qt HAl:oHO.E I [1,Qt l'LU. BOX ~ [AO< Plll BOX I [AO< l'LU. BOX • [AO! PW. BOX 1 [AO< PAO I [1,Qt SLIB BOX • [1,Qt • V/J.ll • [AO< VAt.l T COl{R {l'l<llllT) • [1,Qt • TR,mc COll:R • [1,Qt '· LAOOER 8 [AO< S.P \{NT IIO' [1,Qt 11:Nl PIP! "'"" 1. rootc,,;i,. qua,,t,1., or• ,:,pp;o.imo1• 2 ~• r,teono rs 10 on 11em "oi,Nto..,CI. -~Olt .,..,,,pl,on ! .. t . • l fh.t r.1t Pf°""°'" c -.ory ot fTlO,o, •l•n'II 1TtM ,-.0 0)',0 x 1r. 12 HH-1 VCS-200 tJ"x 2f1 24° ' 1r1 y:ti 2•· lti-4 UCS-200 2'1' J PB-I vcs-210.2. 2'-6" -.. PB-l ,lJCS-210.2 2'-6"••··. PB-l uc~-210.2 Tx !'i PB-I UGS-210 2 '' ,r, ~-P-1 UC'S-500 6'1 8' ' 58'2. UCS-500 ~·• 10'-6"i T 't.ilO UGS-400 2. • 4't ~-UGS-660 I JO'ttlA UCS-621 AS REW.RED UCS-742 1 10· . UGS-153 lO'ttl• ,, UCS-758 ' 1. . ,. ,· ... ... CONCRE_TE PRODUCTS ' ' ' PrKost co,-,crete ,te,m co,rnptete w,11'1 fie,:~ covef. and ,n~t, maY De ootomed lro,rn 0'nv at tl'le loUo-inq 1,s1e<1 ond oppro~ monuloctur'e<es PllKWY-NT[RU:Pl ASSOCtATEo·ca-iCRe:rE· Pfl:OOucrs 1Nc, ·4J-01 W MocArlhur 81,,c1', Sonia ,Ano .. Coi.t 927D4 Phone (213) 626-4-653 Plll(lff-NT[RU:Pl (71◄) ·M7-7470 ·' eRO()Ks PROOucTS. rNC 450!, Llllle John St.. Bolo.'>n Po,k: Coi,t ·91706,. Ph<:ir')e (71◄) 551-)500 -(2i))" 44)-3019 .Jll(ITY irAU(1 CO 106~ r<~IO!=~ A...e, .rontono. <.;o111 .9il5~ .Ph°':'e {714) 350-2675 F·.1~[ • ,. "" • ~·ROOSRf~. ! IN'l[l(tPl U. 1-4• DlOIOO!;D COIOJIT con:u,cn;a TO !CIC a.n CCISll.n AT EACH [st, NU. MCI ld:Q.( ct ten. ' • Eisnl:NT Rta.r:::o;i ' INTERC[Pi ("-l-4" '(ENERGJZED) ,.;TH PULL BOX • x:.. 5454689. • .•• TRAfflCalNT(RC[PT .,: ·:, Pll£CAST. aM!l(T( PU.L tax 111TH D((P R(C(SS£S: • ',t, 51!:J'X-B' CCFPCRCL,t,0 :'. THl GRD.MJ ROD •14:N $1fl)Jfl{D.: IS . • flJINIS>CD L INSU11,.'ltD. BY ~T~ACT~ . (2'X J'. OR 2:-.6'.X 4'. OR 3·x S'l • • .TRENO! INST"l.LEO ~OINC :AT POI.E RlSl:R • SfNll>l,iD i~tOC t{;.,~- lll.CS'S OTKINJU. SKCJFICD n ·1·~t-." ,.. • • 21/tX,f'-Jltc'. -. 3'X ~·-4·. ' ... , ' C ,·: .,..,. •, r ' ,• . . , .... I' ii ·•, ~:,.,''·. ' ' ':.i • PLAN SHbw1,jc PROPOSED .c:'LECTR:C. <JNOERG.ROUND. LAYOUT >C•R --~·,_,s~oMER' 1NSTALLA TiQN • I I , .THIS PLA°fJ APPROVED AS TO. ~OCA TION ANO .TYPE .OF ELECTRIC SUBS muc TURES. ' • > -• -.i Develop_er --'--'-~-------~'-'----~ Addre·ss Dote ,-.,j Ot191~0[_ • • • Reiv. Rev '' I CHANGES IN .THESE PLAN$ l\1LL PEOUIRE , .•• .• •. AN, ~DD\ilQNA~ 4 TO 6 WEEK.$ A.ND.. • I ·cuSTOMER',l\1LL,BE ,CHARGED IN ADVANCE 1 . FOR R.EOUESTED. CHANGES ii ,, ii i EXIST SLAEl BOX PULL BOX No • Ill. ~n: c:c=:ut ·eifO: UCIICtl -.-.-:c,.._ ....... COOI-.C-tCII . rt .. CCMU'1 2cc=:uTI~ P-5123153 -::UST. Xc-5454688 PRKWY w'AkNlNG 1,£ (l(AVAT~ ,UST I.V( 111.L Sl(PS i.(((SSA,R1 IQ AVOID ~~\~~=~~~t=:~1 ~1~51l~c~ ;:;;:C/" •• ~t< ,:;f:c'~D ~OCA~:~vc! -,~DI~~ ;,r:~~~~;_i,r:~~ .• flM. [(ltl!M]H,11.T!l)I CJ' (Xoll(T lOCATJ(J(S AKI! Ht: tml ~ i(P,1,]R I□ !WW:£0 rA(]LllllS IS l~ Rf:~ltlL]f1 r, Tit: (l(AY,t,T[ll I I. NOTE CAP .•ll HANPHOLE R1S£RS ·PER uGs-zo, :I ;_ CAl?'All STREET L'<:;Ht :RISERS PER ~IG:--:-17~ 1 ,' •?52 & '7,3 : ·I\ II '' ' ' . . LEGEND OF CONDUIT SYMBOLS (COHIIENTIONAl U.G.J. '. '".··-~O: =·~o1"~. --~\___. . ,' ,'. , Cc>NS !RUCTION NOTlS cirenl ~ ,p«,hl,cl· on \11,e ~ di.,....., .r!,o:11 fo,m,_., P(l'l .,, , ... 11P9'(,fw;:,:J1-. ·1.114 (.,:w,1,0,:to,~ , ~ i......... tlW ~ •ltl'M al "O•~! le 17w (~ Canoo,,y I rr,i G(H[lAt 9"1:Cn::Afl()cS SU 1)(,:5-1·: """'' a. -....... ,o-. ... ,,.,..,. ,,, ~-o, • JO' t4k>-. i,,,u .. ,, __ .;,_ t>ClWllttd ~- Cont,oclor" ■ le ...,,_.,. .-.d Nl(II 1q,,.,_, c(lfl{MI lo l .... ...-,fota!OOftl ~ UCS-100 1,. 110 N()c 120 .,,·• ror tht 1,.,.-ol_cDf'QOII ta U.:. 1JO s..\,c.5.1101. • , -·: 1n11,:,1 <II,..., i,. IJGS-160, 1e1, !fl o,,o PO C.ai:, (II~ ccr4;olJ ~ u(;';-1~ c,,,(I. -♦ ,o,,,c:1.,,:, P"' UGS-1~ <,, 1ri11o:a -oo,w:t,,,~ plolgl, ., al /on.:t,,11 1..-,ol~ ,,11,:, V,:ut9, 16onr1(11,fJ..'Pwi·J. SOC, a: OIi t-, IO«JI....., pe, UCS-Ito I I I.ICS· ltlO 1 -' ' h , r,Jtal ~ tDPf fl al. l;'(lfd,,,1 -....,, N '0Pt lo W 1 /◄-. po!JP'gp-,,... Of, pol)'WI,._ ,., 0blcmi,cl . 01 , ... 1.., 1(/l .«tlotot-. Cl'Of'~ fTIGft,' Qrod 11.ffN'L, -IJGS-40 11, ~ ~ w ff'IGno:t-■-:1 •If! 1i.t ~ mcnttl UCS-1~7 CCJ0.111 RADLI!. qw:nvrrs , • .(I: 1111, ,._ tdlkn .. ....,. Olf '6" fcr,-c~t )'"' ..... I .. Of ~ ..s° lot -~, •• o,,o· ~-"' o.:.n.1..- t.(l" kir 6' Ola'T'Ot!• conduol . ·1>. n.. rrwwTVn ,!dul 1« m1 -...pl ol (II .a ror>4io•t • 1:r-11· CAllll-~-Co,t).11 (OC) • a ~ t,""(fl .-dll:I! 11 ?◄"· ~ -~a.. ,s •1" <'>("" • ~r rs ABO'-,( s~s -• • • *. · ' . tC..LO\IICD ev A ----_\ • ' . . ,•' Cffl1r,x11:11 ,s 19 p,OIGI .~ condu,I ......, ,t '""" .. -cl. C><Jcia. ~ ,(DfflPl?l'h:•••-_'ls.ten .-in.g .,end\ (,;;ntocl U•"" ~tor !Of OC ""1.-oi~ ~~-I [...,.., _. tmal OC " trancti Cl (_,:r,lrCl(tor 1fld P,O'IUl'a.lf,c,.,t r.alll) Clulr,Q p( .... !GklU'II 10 ma,1-•o d,l,cr,, 1,-111 "" ol <«I. !hi', otl..-Oltw• I ' ·"•' .NOTICE ·; . . . DENOTES THE rOLLO\=G ,\• De Cc»iOVIT aTHQI.JT tNC.a.SCw1:'i,11 ,s ~~:/~yr~ ~1::\~~HCH. 5' .... cNC.a.scwt~T ~ RCOUIR£o' r~- ?ORTIONS or TRD•Dt a TH CM. 'I'. Tl-«( Of! F()..111 CONOUITS " • n:i...L lHC~scwon 1s ~OUIRE:.O 'rciR i.tORC fl.Im fOUR c~rs, • t!JolCM rs JIUcS Alt£ IO·CA"S rs .Sltuell.'I(<; ' ' ' . '. . . ~ £~(A,VATIOJ( Ill() BAO<fl.l , • •, .• -. . .• o 'IIDo'o <Yt'O 1fld be decl'.o and.'"""" ljll'odloel •;,· .,,r.., lo,,r ""'" of i... .,am ,pro to 111ldlel-of ~ °"°" ,~. or ,.,..c,.... - -~ • M nco,,o10'0S 1fld ti.-., _,xco,o,y,.:1 .. 1,. 1M .:a.larr\O:l ',.lot• u:an,1.....:,ICWI 'SotafJ 9ro., (.,_ l:l'fk(tilit). (dlecr, IC)klfcot,0,,1. N -~ local "'~ . • ,, [o,;r, ti.-,ct, lo ~ Q .......... --Ito -fnlll 900. Jll'• 10 ...,.cl!lolo'I of fdlloli ~ o, '4M::\,HI. • Cl So,:t,l•·'lflal. W jlro.ot(I bJ U."_Conlt,x\a, lo,,,.. fM:O'fOI'°"' _.., 1iNII n,;11.tdf ~-rod. «inel'tll. , ', ~,,,.. mei,::,r•~ eodoldt, ._ , ... .., . • . -' ' • . ' • ·., 8oet.fl' llltll II~ o1 Otlf 10C1t p,i,i' ~O ·pd ~I...,.,, or__, OM -QIIII QM~ fM" l.!CS·-,o l.· Pi..-6 4' Qll4 /jf..,C, Nh .tlwl OM loot ol ,.._,.., ~--,-UCS-~ I I Bc;,,;lfA, ~ (...,.._--=--1-. --·lffll'l'INIOtlllr ,..,_,ex (JI abl(ru,:"" l'llt'611-. At iio. ,_ _...acw~•~-2411eut. • . . , '-'• IIO tOO.S Cl'•~...,,... I} l'W;hM o1 IJl'ec:l~N.cl totM-1 o, my c_,.. ..,_1 ~• ~I , "lot,. lloOdofl =---ol ~ 1hr°"4' o -IWII ndl .,.._. .,..., lflc,I 1>1 ~ lo.,_ ••Cl(t: .,... II -1,W, bcldltl .. /IOI ,-tfW~ o 1/1' _,..,_ p60('a .....,,1.0 ..W j° ....... 12" -.0... [~ (OCIH Atl., '""" P<lWII. no rOdiS icr991 ~ 12-do;ma-1..-(Jl,t ~ltd . , . , ' " M llaclhl tflOII boJ [.,..,.., to ffiNt Of ~ l(ll;GI ~ or .... •~ll 11 ..... M ptaC-.cl ft o nw;n.., l!'.cJI .. r.ot ~ •~ (,:itldyl or M>Wwelur,·or Cllow lvlvr• ~ ef 11M ~ • dru<1..-ft ' ' -·, • • ' • ' - 6.PII-...G._ ·.,-·., ,' •',. ,'. ,• R~ .._. •~"1. "IOI! W Qle«iO fl "'""" f ~ 111(11 •I•*~ ..., ~ ~ ,,.._.. 111,nc .... M ._.too~ ·.""-(.olit,«tor.,... "~ 11,,...._" ~ ooc'ap(.,. •~ 1M ~ci,oM:)I.. C-11,. or ~-_,.,,.", ~ ..,..:k1-Cftll. """° • «apibe le(.,_ , . o _.. ..,.,,,.;t.,.., ...-W ("Oll"$1t~lt<I o, flll...., to (CIIIOol ~ D -.tol 11"olKhor1. ~ ,-UCS-!30 .,.. •~.O l'I •-_...., to _t,oik, ,._ [.,._ ~kif c NI ~ .... ~ --4t loored '""'1\,,ch•et _.,. be ..... l,QIII ~ Aol ........... ~ ...... .,._ M ....,....,_ ..cl ~6,d 1, U.. C(r,1tec:.l<0f _:; Jl£TANNC -.US. . , , . , , ._, •~ rt'IOl'Wltjl .-, tfd ba fl",oo,,diM 117 uw, ~ lklltl (If• reo!P' .. .,,._ 9' .. ,_ , -• 1to, 18 l'ld-.. ~ V.. rlNclwt or 24-.,_ rlle pod Mlon ot • ~-ol !t '"' lrDfrl 11w -· >1 ft or-,..Jl(I to •-• °"9" N ...., .. ,.... ,_, ~, ...,; lt«II ~ or..-c .. IQ'-lo CNIOII IIIIPf,etor for t,..:a ~ ;__._,~ • i l'Ollilt:,. ' . ' . 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C~lllo.0:~ _(LOCArw:..1 1--+~---+~-+---+--+-~., ' ' -?-~_c ) • A (.Lr AO(! Yn 9< B/R['i/ . ''TR£FT-A/£.:,"'A lJ!?///1', Bw' • • Aki.IN'. 211~ 3 Nf.1.f:'~.l B[AOI' ~--·~ ~-c,,f:oca, •· --~--., ~-s»c:u, 1-'--'--..C.Cc.;_-'--'---L-'-....C_.___._ __ _._ __ -l 01'.'G NO ."' _±_ OCR'-'060-1 SOUTH(RN CALIF'o:&IIA [DfSON ~AHY. I I &/' &' ..._ ... ~ ,, HANDHOLE No. HH-690A (CONCRET[) '· i" *' B •. B' • ' " . . . NEWPOLE .. ,I 426848.8E ·._·_ •• .VAULT N'o, v.:..5454594 5'x"io•~s·, 7' PR1<1'1Y' 'w/30" TR,~ITIC COVER -• ' ·_ W/2~rn•· S.P. 'VENTS - r,-_, 5-~~~-r_C·~~i,\. 2 5· · = m a,a ' ' SHT I 1 'Chef• C~I <Ye pocl.cl up or a<1te,c.ptt,d, C'CWlt,oelor -to mondr .. or,d nat• ,,..-• '°'" from termnal lo. ttttn"'.-ol 6 ,._gm 10 Y HANDHOLE No. HH-690B (CIJNCRET[) - • " "-, •, I • ' ~ • -..._ ......_~ .____ , C / .7 -.l.15'. \1-e::I to,cu. •/0 lt..(ffll / • Ill C SIA. t4+CUO 1:UA Cd: etT CJ\. SIA Ot+cl.00 .ICMJA ST . r-r--, * .'I 4• 10 '152' 't-ffl 10 Cl# . NEW. 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STRUCT RETAINING ffALL \ •• (.J'·HIGH) SEE DETAIL .'"A-' -' 2 J" * \ J6 270' 26 -5' M-04A,l0 CJ# 27 20)54 I 4• * 5' 20302 2 )" * )7 122· ex.,~ JO •-s:t HANDHOLE No. HH-694A (CONCRET[) 20292 . HANDHOLE No. HH-692A (CONCRET[) SHEET 2 OF 4 Southern -California Edison Com1>any I J" * )5 75' x-m to P-ffl£ NEW POLE # 4268491[ HANDHOLE No. HH~6948 · .1J"x 24", 24" (CONCRETE) EX POLE. # 931793[ D $CAL£; l •• ~n DISTRICT--ORANGE COAST 8//rCH ST/r££T/ll£SA 1J/r///£ (!:[tPCl!T &A~) Ot"G. NO. oCR-060-1 • ~1-4 __ _,* 175' v-at7 TO P-492£ PULL .r. 5'. BOX No. X 5454696 PRK'<I\' a:) t::llDS q:QC[D. tfm:t(F'1' u. ..... D::D:l2tlD cc:ul ~mtc:;: ~cc:'~.:r- lNTUlctPT Ex ~-4• (ENERCllED) 1':1IH PULL BOX No. X-5454699 2'-6·, '4' 'mAl'nc-1NTERCEPT CUST. 0Oll:li VAULT No V-,5454697 5', 10'-6", 7' -. PRKl'IY, '<I/ JO" TRAFFIC . COVER • .'<1/2-10" S.P VENTS " r IC-59& fO c» · I C liEUO ·sa:MfJ? . ~T I 1' [: i;. . i VAULT No.: v..::545.4 706 . 5't 10'-6',-7'.':'. ~RKl'IY·. ':.,l :io• TRAfF,IC·COVER NO VENIS - EXIST SLAB.BOX P-'-5337171 SLAB· BOX No .. p:..5454698 ,' ,1 •.125'" •. i; • ~.:.&97_ TO ~-;-gt3 .. ·, .. · .• \.•·<Y '. ~ '--·~--··.!> ' : 41 i' j• * -· 142' ._'! ' .. .":' . . . ' -. -,-.-. ~.;.. .. v~ 1·.·· .• ==--<:I. '6 '185' • K-707 TO [X. K-762 • ' C -•, 59 218'. '. Y-70S TO, X-707 . . ... ·,<: ' . , ,. ,.,., , :·v-M7 ·ro P-♦9X· .. -. HANOHOLEiNo HH'.:..696A 13•, 14"• 2•· ,:.:'(SON~RE_TE). ; '. -2-· -4.-• :j<: - 62 408' V-706,TO X-70! . ,.,,, ~---::::':.:..__ 2 ,· IO 193·. V:-697_ TO H-159:7'8 3• * .... 2"T'"4"..,* 56 9; V-70& TO N-706A HANDHdLE No. HH-697B . HANOHOLE No: HH-697A (CONC1!£TE) E•l~ia,g siruch.wft sn'O"!' on lh,S dfowin9 cor'l10tn ff'l.,.9,zed coble • ono•~ip,n..-,t. [ntwng 11truc- . tvr• or br"eo1<1n9. thru • won_ to be don• ONLY ul'ldfl' .....,..,lotffOI'\ ot Editot'I Co o«tonnel EXIST. PULL BOX X-5107762 2··x 3' ·x 3· • PKm' REPLACE OET COVER 3• * 60 X-707· TO CAP H-70&A 10 CJI> = ,as tlo.c:.D ee'ID':CIPT Cll 4-4", DD:QZ[]) co:::uT c:catUCTca ltn:::c DJT COOU1 Al tAOtO:,CUl::)t:Mlll~tal. INTERC£PT EX. 5-4• (ENCRCIZEO) l':1TH· PULL BOX No. x..:.5454705 PRKm' -INTERCEPT SHEET HANDHdLE 3 OF PULL BOX No. X-5454707 PRKm' No. HH-706A (CONCRETE) } ~-rr·- SCALE: I••·~ r1 01S.TRICT~ ORANGE 'COAST 4 lJJRCH SiR££i/ll£SA iJR//1£ • • ' • \ •• e • • • • Southern Col1forriio Edison Company OCR-060:..1 • PULL·BOX • ' ' .. PULL BOX No. X-5454710. J'x 5' PR1<1'1Y No. X-5454709 PRK\'IY EutlinQ struehHH shown on tl'lili dl'OWing CCWll(S.n' ener9i%ed ccf>k, -on4 equipffl..,t [ntenrw~ tlr1.1c- . ho1t• Ot' t,reol(lf'l9 thr'\.I we&! to tl-9 dM• ONLY 1.1n4• wp«"YlsiOn Of • (OIIOI'\ Co -pef'sonnei EXIST. SLAB .BOX P-5303101 66 5'. V-109 TOC>P J" * 65 5' V-7CO TOW 2 •• 6< x-703 JO x-709 ,· * i6J ,.:. 709 TO (JC P-1CI ,. ' ' . ' ,, . .. -. • VAULT No: IJ..c5454713 -5·.-·10·-:6 .• -x'1'... . , PRKm:·- • W/ 30". TllAfrlC .COVEil • ' w/_2~10'. SP yEijTS ; ' rXitt~·g· .• ,iu~,\#'~.~-~-,~-- , :· i 0'~9. cont~ ~.,~-ied • e~ . ,, , __ . ano equ~t. ,£ntwinq slruc--· • -i tut•. or·· tli.ctmo thru d to k_ cton, Ott\.Y und«-supwvisi(ln''ol'•·-·' £~ -Co, pet",otiri.i" ". EXIST • , SLAB' BOX P-51.91310 67 126' X-709 ·TO·X'."710 ; '·.···· •• ·'--· .... \ . \ ' ,,. ' ' -"",-.~:t· 22'· X:-?l0_T0 (l_P-)10 ••• .. •• .•. \•· .. . ~-. • :_ ·. " ' ' . ' ' ':. '; ,· 'PULL BbX Nei, X5454708 I,.. .NEWPOLE ' . . . • . # 4262348[, ' ~ . / • • ·"' <t - .. ,' .. , • '; ,, ."!t, 1 J" ;, v-_713 JO H-71.lA- •. 76 74 i«l' V-TIJ TO 1-712 \ PULL Box No. X-5454 711 PRKwY 75 r . . V-713 10 CJi' 1 3• 7J 75' X-712 JO P-3-46£ ArS(ft J{R ~-160 • NEW POLE" J 4262346[· 78 ,..,--,-3•"' * ·55•.: NEW POLE # 4262347[ HANDHOLE No. HH'-713A PULL BOX No. X-5454712 PRl<WY ,. ,, SHEET 4 OF 4 Southern California Edison Company ,-. I OR ANGE . COAST ll/l?CH STl?l'l'T/Ul'SA f)f?/Y.l' ' • • (t:£1'J'oal BEAC>t) Or:G. NO. • i I I ' i ' •,. '· . ' '~ ', / / . ·, ~>--"'. . ;/ ,/ >' . ' "'· •. ~"""'-:' ~.' •. ' / / .·"' .·~ / ),;/, /·· ;/ // I .· ~'-'. / ~"" '~ /, ._// /I .. jt / "' \' • '. /' / \.,/· ..... :Y-·' /, • \ / I :; :· .. . , I sl" ';"·· \ ', { //_,..,. •V,;; \ .• · .. '~ ',. 1 ••• , / -~ ; ", . ' ' • ~'·': • •• • • ', ' ) "' ' .\j -~·----..___. <.; > . ·. ·.•.· . ··r,, • • / . .. . " \ Ii' ' ' ' , .... ' ' . ' '"" . -••• > , .. J, // ' .. , / •·~// / ., \ ,~.y / •• ,' ' • /':-:__,:·-,<, '-C~. '"~-,>' ,:.: · .. ~\, ~ ' ,, ', ' ✓ ,, ' ' ' ·, X("x:·:. ?<.. •• ,, . • .. · . . . . • -..; . . / -r.i· P.. - • ' iRANS. • \/AUL! ~j _ 8'xl6'K9'4 -' OVER ·w; 3fJ' c.1 .. c . NO 1/(NlS NO LAOOfR , SEE DETAIL' 1 ·SHT.i·. ~ _·. -~:····. ,. .•• ·•,~ ' ' ··:-~ ••• , .:.·,,. < • ''~·-. ' ·.' -'~~··• .. · "'•;;,/· ,· . •• '~·♦1r-' • • • ' ' ''~ ,f:; ./ • ' ~¾~'<·.~-._/, ., .. . i s VAULT 48114 --'-'~~ • .. i' L/E 5 L/W. 1N N (i)© (i)@ a>® © @ ® @(i) @Q) © ® I ®· ,,' ··~N··,;· '"'A•·-A" , SECTIO • sEcTio.N ... "if~ ' 'DETAIL ' • •• 5155728. 8 .FOR, SEE DWG •. ••• DETAILS: CONSTRUCTION . : .. , .. . ·., '-~ ' ' . '•._ < . "'"<:.__ ' • ",, . ' ' •, " '" ,',. ' • . " . '.·· •• ·' ... <·,· .... ,··.·~ "-::: ' .... ·, • • • .; ~~ ; . ,,> ' ' \ .'"':.;.;:; ... '' ~.-'-'<:.,;:,;:~.' ·~··~··· ... \...... ... . -., " ' ,.,,_ . '-~ ·, ·., ." • ..... ·.... ·:. ',,·· .... :._, ·,, ' . ' ·- • ''/·.... . -~ • :, ':.;, • . • "-·-.· "•.. .. .. •• ·, • . ·' •. ~ ' ' ... , ..•..• <<·.,··.'~~ i .·, '.·.·, •• • •• •· ••• •• __ ~~:.~~ : .• :•~~-~·:·: :: : • ... ~~-~~· ·. '' : •• • ' • ' . '·. ... . . . -.. ·-~----, .-. ..... • :.• .. , •. "· '~·. . .• ' ;..,.._ --..._, .·:-~ C •• _ "· .. .... , ,-. ... ... -.......... __ . ....___ . ., '° ~ /'/": . ~ :. . :~ ::.::....:.:..~ < r;,-fe_., .... -.. __ ,------- ;;f> -..,,, ., • ···--. . ' .._, ___ "'·>.:~:.::·~---. ~-• ·-.· '. ' ··. . ' ' ., .. . , _- . , .·_, . '. ,. .., ~ . • "-'ifornlo. Editon Southern ~ . . SC•L£• • • ·, RUN TO 39' o;i CE,TE< LINE ·METPO T/$·.· fORD.V,H ' --.-· ! c,o ,.o . --- BW\. -J.M. J.M. 6'22 94 5 17 9◄ BYtt , ·· l;H[,o,;r.t-r, ~9Y. i:i.."Pt • ,.,.,_, couPANY '$6JTH(RN CAllf"ORNIA ED<S-. .., '""' 1 OWG: NO. 111'0. ~305_4q51,)' ~Nq., ~1l~ •• Ill. TO~ 6 5 ** 201' W/ 1-4/0 BC TRANS 1""'5 VAULT~ 6'ic16'd'4 - W/ 30" CJ CCM:R NO VENTS NO LAl)(](R SEE_OCTAlL 1, SHU s ___ , L/W CD (i) (j) © ® ® VAULT 48115 L/E N N SECTION SECTION DETAIL 1 SEE DWG. 5155728-8 FOR CONSTRUCTION. DETAILS s mI1S: 1012. 6 5 ** 357· W/ 1-4/0 Bf, TRANS.· I .. ',· 1♦00.00 8CROt ~T. l ., I - - ----;-,• -• • ' C I J \' '' I ' • 6' .. I \ \ . --. ' . • ... --~• '·"' •• ~' x·-, ' 20371 • '~ ' "--."-·, ' ' ',"' # ' -... ._'.', •·--.--~ ',. ' • '"' . -~ ' :,,--;: ·' ._; ";;-...._. ... ~ . ,., -\ ~,·, ,,,,/ • ':-' -,··, .. Pit(f' 46·,~·p,t,0 .*'_,-, . _· ,~-. '. _·_.· .' . • ........ ,,; • ' ,,.,,; ~ '· .• ",,:·; ,' •• -rif.~A, Htfl'ii-5 P9 ---,,.,,,. '· ..:... -·-' -~~,;1_ .---· / ., l.-----/ .-• . '>_, --· ✓-,.-. .... •• :--'·a -----<-~--• ~: cc,>' ,_ '-,_'' " .. · . -20 . ca---/;:r;::~:--::.c<:>·. ' -~ • :.: :.,~-::.::::::·.:.::.c::_::---;:.. • ', • -~" 20362 ,' " ,J . '' . ~ . ' . Sc:,,,Jlhern ~olifor.,,o Ec,;sor, •. I SCALE: , .,. '!' -40_ n ·, SHEET ,,:,.~'\ t, . ¥/' '., . . ' ' . ' . . ,·.\_.},::. -_, •• '. _':~-, .; _· . ' . . . • ' /". '. . . : ~ '. • '. : ." .. . , . ,' ... • I • • •• ,~_ • ... , 20292 6-.· ·_ ... ~ .. ., ' ' -~- 20302 ·, ' METRO T/S 2 OF 2 UffSA 1)/?//1£ . (tnro!T BEAC!l) Southern. California Edison Company o~. NO .. OCR-:-226-1 t • \ '':' ~· .\ • . .\\.,. ) : I I I I I -I I I I I: I --11 . I IRVINE -11 w z ~ I I 9+36.27 •. BCR I 8+95,96 JOIN 'EX C & G .• 8+51,54 ·PRC AVENUE (D ., ''. ·PLACE 135' _2 -;i: DUCT ·JYPE-·---'-----'-------'--'----~ PLACE 707'; 2 _4· DUCT • TYPE ---,-'-'----'--'--'----c--'--'- • ABANDON EXISTING BURIED CABLE . . . . ' . ' -' . ' . ,..:--= _-__ ,_ -,_-__ ,. .:i:1 • ' ' I •. I I • I -I .u ,_ n.. ·w-·, . . ' ' . . .• . . . . . . ' ' ' : . '. -, i I . ' I i . . ,. . ' .. 'J ' '·'· '.,.' ,,_"· (· ,-. ,o· ··-::··,o ··.' t{), :,~ -co ' ,' +. -:·~ ~ er (D MESA•·' '-~ . ·-~ ~ t,,' ' . • ... ; --;:i· ' ' :, ... I ,_.,' ,. ·' .-.. ·,·.· ,,:__,, ·' . ' A B C . ~ = .., G . _·r- 1 ':, '•;..-: ,," -!, " '. -I ',.:· ._.,· CURVE. 6 R 90' 00' 00" ' :12.50' 28' 21' 27" · 12.50' 5' 22' 53" 3591.00': 16"c"08' 56'. 25.00' 16' 22' 20'' 25.00'• 0'.,09' 28" 3593.00'· 3': 43'· 25" 3591.00' ,,,. -.-. ' • ' --• DATA· L 19.63' 6.19'" 337.28' 7.05:. 7.14'. -9,59• 233.38' . ' .,·_ .. . " DRIVE -.. ,:: '. ' : ., -, \,' '' .. ·· "" .. ,, : . . "T 3.16' 168.76: . ,_3.55· 3.60' .·4.95'· 116.73' -- r,., 114-465. I \ ,._ , . .j . CONSTRUCTION NOTES I..· MINIMUM-COVER· FOR STRUCTURE 30" BELOW GUTTER FLOWLINE. ' . . . . ' ' : ' . • • 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM • RECORDS AVAILABLE AND IS APROXiMATE. VERIFY,·LOCATE, AND PROTECT AS REOUIRED. • • -• • • • 3. BEF09E EXCA VA 7:ING CALL.• ' U.G:. $ERVICE ALERT -. I <800) 422-4133 4. All ,TRAFFIC CONTROL TO 8E IN '.A°CCORDANCE WITI-I CALTRANS MANUAL.'OF TRAFFIC CONTROLS AND WATCl'-I MANUAL, • ' • . , '• ;, 1.,' Iv\. 8 ANDREWS. 66605712 UG.DESiGN ,ENGR,. CONTRACT' __ ENGR. CASC ENGINEERING GROUP, INC. . . . , . EXCHANGE ENGR. "·SUBWAY .INSPECTOR SEG.- DATE. ',,. • T.G.M. Mt,P SCALE REVISIONS- ; _,· . ' -' . D .. L. SCAMNACI .K. REED . . ·. . • 1434-7654 . ' 1::\89-DI -,666-5718 669-2'.'34 . ' ROUTE I LE(l9) SHEET 138, C. D. RECO~CILED --'-'~----'~- PACIFIC BELL EXCI-IANGE• IRYINE' C: O. AREA, AIRPORT INSPECT £ ACOUiRE • RO~T1NE .DATE OFFICE PREPARED CHECKED·. APPROVED APPROVED Q W G LC(39)1561R "DWG. I ·OF.,·,~:.-. FIELD'. ., .. -• C • r PROTECT BURi~o. CABLE IN PLACE . A •' "' J_ I f<1W 0 '--"' ;fl BUR CA' ABANDON. -· - ......:.:::...: ·- - ,,, ' ' . '' ... ' .. ' '' ' '' ,, I ~ .- . ' " ,, ' ' _I· :,1 • .• .-.. '• / :. ' ., I C ' ',· ! .:··· , ,_ .... ,, V •'/ .· ·.-. ' ' -' ' ' ' ..... . \ . . ' ' , I . ., ••' ' ., I,., ,, I' • ':' ,/: .\, . ',{ ., ·(- ''' ,, . ',. ·v, ,,, " ~-"i • c> ' ' ,, -~ ' ,· . ' ,' .. ,, ,,·• \, ' ' ,, C • ' ••. { ,·,•··. <..i J . ,\· .-:,, .. ,:, "i'· .. '1' , .. \'' ' ' ;·, i : ' ' ' . :;.• . s\ : .i ,.;, <'" , ' .. -.·~ ., ., ' ,-: ... ' ''. ._,,-',. ,. '' J '•' • .·I : _-,;,•.,\. ;, . _i;, . . ~' ,,~ "'' ' '' "' I ,., " •. "~., ·" r,;:,:N~JP~u~-4~26· · ·z•··.· 8~::E ' ' : : ~ , ' ,, '·< DRIYE ' ' ' ' . E ..:.:..: ..::;... ' ' i .. -,-• . .. . ' " - I I . r• ..• ·- :"....:..I __J iJ .-en • ' ti: (6 ""' '., .. CURVE '' DATA ' 't,' ,, R . L A•··_ -1' 31' 09" ' ·3591.00' 95.21' ,-. " 32' 48·'. 21" ·• 1250'· .. · 7,1,s·.· ' ' 3'' 44' 57" ,· 3591.00' 234.98' . 5' 43' 55» -. 100.00: -·10.00' -• 15·, 12·. 13". 100.00'' . ,26.54'.. ~ 23· 08' 46" c: 50.00' .20.20: l: :-19· 47' 12"' _,50.00' ·'· 17.27'.- : 3". •11' 36" 562.00' 31.32' " I. 32· 3 r 12" . 1250'· . 7.09' J ·-.. 2" 39'_.34'.' 562:00' 26:09· K • ·32". 30' 41" 12.50' ' ' 7.09'.' 13'• 55' 31'' .. -562.00' 136.59':· ,v 15" 12' ·19:• 217.00'.-· · 57.59•,: ' ,, 34' 06' 09'~ ·, ·12'.50,·· ,. ·7.44' 0 go· oo· oo·; ·25.00' • ·39.27' ·,' i " :,· ", _,,,_, . " / ' . . T 47.61' 3.68' 117.53' 5.01'· · -13.35' ,, 10.24' 8.72.' • " 15.67' •.'3.65' 13.05''. .3,64''·· I :68;63'• I 28.96' ·3:83'' ' " " ·" ., ., ' ' ., ' ., ' . ' ·:, f, ·-. ', •r~·• ·1r··' ' ' ' ' ' ' ' •. '_ ' . ,' ~ .' I '-::'.!· .. ... '' :·'· ,•• ~··. i: '" ·--- •,, '. I ·'' ,. ''' CONSTRUCTtON .• N.QTEs· '' uG:DESIGN ENGR .••. CONTRACT ENGR. EXC~ANGE ENGR. SUBWAY INSPECTOR. SEG .. T.G.M: MAR SCALE . COMMENCE0 ____ 19_COMPLETED. DATE REVISIONS 3-11-91 ., (D ([j 4'DUCT PLACE 105' 2 TYPE--~_,.-,--~ 812' CLSR. -CLSR. 3 -4· DUCT PLACE 388' TYPE--,-·,--~~-- PLACE 223' 1,-,1: .DUCT TYPE_~----,--- 56j• • CLSR. POLE PLACE 22i' 2 -, 4· DUCT TYPE--,-----~··· 650' CLSR. ".CLSR. ' ' ' ·PLACE 41' 2 • 4· DUCT + • 41' I : 2·· DUCT .TYPE----~-- T·DUCT PLACE 33·.,1 ·.TYPE--,-----~ ·74' CLSR. CAP PLACE 147' I -4", DUCT ·' ' TYPE _______ _ , . PLACE 135'. 2 :4· DUCT • TYPE __ • ___ •. _. __ ABAND; EXIST. ~URIEb CABl:.E M. B. ANDREWS 666-5712 ' ' ' CASC: ENGINEERING. GROUP. INC. D. L. SC,AMNACI .K. REED 1434-7654 889-bl 669-2234 ROUTE I LE<l9) I" • 40' 51'1EET 13B. C, D ---~19 RECONCILED ____ _ PACIF!C BELL EXC~ANGE• IRVINE C. 0. AREA• AIRPORT INSPECT E ACQUIRE ROUTINE DATE OFFICE· FIELD PREPARED CHECKED APPROVED APPROVED '' , ' ... . '' . , f '; • ,,, ,, . 'j .• ,I"• ' . • \' " ' . . . . . ' ' • ' . : ', . . . • • ·, I .. ,_. I 1 I f30· ' ,. ·, ' .. r " -~--"' .. 'ci •. '.-. J;.-..'~JT 9' ,, .. , y. .. 2~56.97' . ;·.; ' . PL: CAO • 12 cLSk .. 2+47.48 • • BC CONDUI.T • . . -·'' • ,, ' 'I·,,, . ' ' :·~,. • ';,. .. . C-' PL:ACE:40'..>2.-4'.DUCT-·' '-• TYPE • • • • • • · , 44$' CL$R: ·c • Cl.SR: . . CAP·: : :: ,.: : . . . . . . PLACE•247' ·2·.-4· DLiGT + • • • • .• ·•1 •-· 2".•DLICT TYPE_·•----·--~---,- • PLACE 62'.• I .4" DUCT TYPE .•. •·· •• • ' •• ~ 88' ·.POLE c CLSR. ,, • '. ' ·. : ; ' ., ' PLACE 2'.3 ·• 4 ~ 4' olicr• .+ . ··• '·. i' 2"-DUCT' ··TYPE.-··-~--·_. __ :_.' '.~ ,.·· .180.26'' -7 ;;i;... .. ..:..:_~ ~?/-G:::.-=-~~-·-_._._._. ·: .·· 1-i ----t-,-...,i.,...~· 'i r: \ I • 1 I -----.--2-6•·w--·- E • I . -2:: s ~ tc.,_' -·~/ +--1 .56+00 '' 57+ ~ . :.'.: MESA ··,\',(·,, .. ,-, .. , . • :':-~·, ' . . (' . 'I ' ... -,:·' ' ·! .·'.' \,:- . . J . I I . .. .,.•,' PLACE 227' 3 TYPE • • :Pl.ACE 8', /'~: 4'. DUCT: 'TYPE. • ••••• 235' CLSR. •0 . POLE· -· • ' PLACE 8' I 4;.DUCT . :. TYPE-+~--',---- . lqO'.:_CLSR, .': CLSR,. • PLACE 092'·. 3· 'TYPE •• ' PLACE 115'· I.'... 4" DUCT • .. • ·TYPE • • • : • ..13~.' .: CLS-~.: ,.. : GLSR:. . ' -~--.. ;-,_. :· ' ' . . ·"' . . . I • w , &'~ f. <( B '-Oh~ •r .• ~a <t. . 'f 6, I in8. Ht • <(· F8 9 ----·--. --·EP•-.• :. .·. ,' ' . 8+00 ..... '1,. . . I .. ,,: . ,' ;(':· .. i~--' ... . ,-,.· @· J ,, @ •·<]&·• 59+00 I PLACE 59' I TYPE •• ZDUC'f-CONSTRUCTION. NOTES PLACEclO'••I >2'.QLJG'f TYPE.-~---~~ PLA(:;E ' 8' TRENt~ FE:E~ OF i ~~RIED· CABLE AElANDON •EXISTI_N~; BURIED· CABLE . ..... "' .,-. J' ·cuRB Q . j"""< R/W UG.DESiGN ENGR: • • CONTRACT. ENGR. . • ' . ' .. ti. B D ~ F G ~ I ' ·CURVE . • DATA . • . t, ... R .. ··I· T 32" 51' 36'' 12.50' 7:17' 3.69' 55' 25' 22" 226.00' 218.61' 118.71' 90· oo· oo" 12.50' 19.63' 89' 59' 58" 21.00' 32,99•·· 21.00' · 11' 28' 42" 50.00' 10.02'·· 5.03' 23' 04' 26" 12.50' 5.03' 2.55' • 90' 00' 00" 25.00' 39.27' 5· .·40' 20" 96.00' 9.50' • 4.76' 30' 14' 43" 12.50' 6.60' 3.38' . M. 8. ANDREWS 666-5712 • CASO. ENGINEERING GROUP, INC. • • < ' D.RIVE. EXCHANGE; ENGR. ·• • D. L ... SCAMNACI 666-5718 669-223.4. .. ., ',. 114-465' .' j .' '· ' . ' •. : . $UBWA Y INSPEC_TOR · . (. SEG, T.G:M.' MAP SCALE COMMENCED_~~ccrn·_· ·coMPLETED bATE REVISIONS K. REED. 1434-7654 889'DI . • ' ' ,, . . ROUTE 1··LE<l9) SHEET .13D ' ,, ' I" 40' PACIFIC BELL EXCHANGE, • IRVINE • C. b: AREA' ... AIRPORT . . . INSPECT. E<ACOUIRE •• ROUTINE'. DATE OFFICE PREPARED CHECKED' APPROVED APPROVED DWG. LC<39Jl56IR DWG.-3 OF FIELD·· ' '' . • . . . • ' . . ' , " ., .' .·, ' : . •.• , .. .• ./ ,;· 1 I. J --. -.-··-: ---------- ·.• . 1 -·s-,-. ' . . ' ' ' ., ·,.!. ;, ' , -. I • • I • ' 'P ' ' ' ' I ' I . ·. 20412.; • ' ' r ,. ' 1• •·:' I PLAcE J2:. 4. c,4: ouci'. TYPE ., PLACE 53' 2.C'4' DUCT TYPE,· •• ' 65' PICKUP -CLSR. ·', ' . PLACE 48'.I 4",DUCT • TYPE~,~~--"-----" 48' CLSR POLE PLACE 82'. 2 -'4· DUCT TYPE~~---~_;, 158''GLSR CLSR 4 -4' ,DUCT PLACE ·7' TYPE~-~--~- . PLACE 22' 2 >4' Duci.; TYPE .. 161' CLSR " , CLSR PlACE 81' T,.4'.DUCT TYPE • • 81'. CLSR POLE: ,·. , . "· ' ' , . 20402 ,. ' y . ' I •, ... 20392 ' ' ., . ®: 'PtAci::'20' 2 , 4~ t:iuct •• TYPE' · • , • ·•· •• •· . 230' '.Ct.SR ~-CLSR •• • ,' -: . ',, ' -. ~. ,-...... . ~ @: PLACE '.sr'4 c_.4-'.DUCT . . TYPE • • ·' PL:ACE 7' I 2: DUCT· TYPE_·-~~~-- ; ' ', ' PLACE·20'. 2 4'. DUCT '-TYPE ,. • '' 158'. 'CLSR. ABANDON.2 .. ' CLSR. •, .. , I: • .... ... ' •. .. •., ., I .. 1·, •. '·. , •1"•. ' . ' :,, ..• . .,., .. t • •. • ,., , .. ,.. ,· ,. ' ,' ' ' . • • •, ·,; l .. ~· . •. '·' : \ ·'' ', . < ., '-t - ,, . ,._, ,·.: • .. ' .. "· ·., . " .. ( .· _: ;-,, . . , )._ ' " , ,· ,, ··" :.~•,/:r ". •. ' <.:BIRCH .... •. . ,. •,. ,• ,, ., ' ."• . . : :< • fi!_&,'J,'5• ,if!~"' ~() • ·'· .. . .. .. ·' ;-;' ,·.,. I,', • '· ',.. ._,_.· , .. ., ' . ' . ' .. ." ' .. .. , ,. ,, . .',.• ... ,, •' , ' .. ' . \ ·./l~•,,:!- ... ~.',- ,· :,/ .. . ,;, . ·' ., ., ' •, f ·DUCT, . , • : '·.··· • <jg: • PLACE: 5:,{ 1 . ' TYPE·.c.· :"'--·"'-• _.__e,"'-"'-~'"""'- @ '.. ·•,,; 1''.· LI .,.,, . '1_. ,; 'v,·, ·_: "' • FLA6E 42: I . 4" .. buor: + :,\, •. lo·2'.DUCT TYRE··-'·"'-"'-~_.:._:......._.:.__.:._ . ·.'• ,. ·', . , ... I,., ~-·, (. ,. ' .. , ... ... . . : ,, I• '..-,,• ' •• :., \,.~ •. /. : ... , .. . ' ., J .,. ,,,,._ ., ·' . . , . , '·· • e .. • .. .. ' ... ' . ' CO!>JSTRLJCTION NOTES "· ) ,' ;. ' '<: ·, , • .~ ··PLACE~i" I -2''oucr •.· . ;. ·:@ 'PLACl:::'.4' 1.>2: oucr'. · · ••• .TYPE • .. • •• ·' . , ' ·, • ·" T.:YPE .. • · • , ... ' •• , • 56' • CL$R. · R/W ' ., • 92"'' CLSR. CAP' -·,','~--, .. , : .. ;@. "·.Pt.AC1;140' l'::'4"DUCj; ••. @:. P.Ltl.C!:;71' 2 4" DUCT+. ' TYPE· · · ,:•: ••• • · • , • '· · • I •·•2" DUCT 302' CL.SR. CL.SR. -,.,,,. ·',TYPE~··~:•~· ~·~c,-....'-;-""'• •• 1:~ ~ucr @; ~LAci si., • 2· i •. 4• ouc.r ~ . PLAcE:'.'85 • 1 ,TYPE:· • ·205· CLSR. -CLSR; . -, .. . . . ,@' ·PLACE'IO' 1.-,2:,DUCT '. •"':-oJypcc; .·, • · .. · ,.• .. • •.. ~'" • • I-- • @ ,. PLA~E r 'r-2" DUCT, ·.:TYPE··'•. ' .. , .. . . . ' •• •• • • • 2 2" DUCT . • .'f''J'PE. -.~ ', • •• . . ' • R/W' PL.ACEY:' 2"DUCT TYPE"'-"'-~-~~-'-- @ ''\PLACE 68' 2 4" DUCT TYPE • .. . ,·,. 'f-• 80' CLSR: -'CLSR. • ,• •' • • r . • ,,< . ., . ... • r., . . .. . . ,' . ,' . .. . . ~ . ' , '' . SEE DRAWING >U· . . . . ' .... . .. ··-CURVE ·, ,• DATA ... , .6_;··< ,. ; R l'. ' :6' 51' 35: 100.00' 11.97' --4·, '47' -20" 100.00' 8,36' C 3' 41', 04' 561.00'. ,"36.08' . D 5··· 1Q'. 39~·-. 562.00' 50.78' ~ ' 17' '•25' 01" .25.00'. 7.60' • ·19'·00','.23". 25.00' 8.29' . 88', 45' 30". • 12.50'. 19.36' • ·,O' •48'· 07'· 564.00' .. 7.89'' I 1' 45' 10" ,. .564,00' . 17,25' ,J ,·49···:42•: 54" 12.50.' . .10.85' • 32', 31' 12" i2.50' 7,09•·:. , 4Q''.'34' 35" : 12.50' 8:85' '" '32'·04' 42'.'. 12,50' . 7.00': 57" 21''.52".•. 12.50' ,, 12.51' •. ''93' 44' 06" -• •• 12.50' 20.45' ~ ,.• 30'.:13·'46" 80.00' 42.21' 89' 52'>19"· • 12.50' 19.61' R 70',24" 59" .. 3.00' 3.69':: s 33' .12•,.32" . : 12.50' '7.25' T ·: 30· 50• • oo" • • . 12.50' 6.73' U • 32', 51'· 36" • 12.50'· '7.17' IJ.. • 88' 45' 11 " ' >12.50' : 19.36" •. A .• 22" 28'' 31" ,so.ob' 19.61' x ,25•.4,:·oo:'. 50.00'. 23.29' y 2' 47'. 30"· • ·571.00' 27.82' / •. 79' 30'· 40'~. 3.00'. 4.16'"· a 64' • 2s· ·:13• • . 12.50' '·'14.07' b • 31' 02'. 27" .. 12.so•·. '. 6:77' •. 0 38' ,·22' • 18' 12.50' · ·. 8.37',· d • 40: • 35,,. ·32" 12.50' '8.86' e . 85' 22'' 33" • 12.50' 18.63' f 3" 09', 51" 617.00' 34.07'· g 3·.:05• 35", 1no.oo· 14,15'. h • 90" 00' 00"· 12.50' 19.63' i •. • 63' 53' 46 ": ··12.50' • . 5.03' j ··:•18' 59' 35" • 12.so·.· 4.14' k ·,0'·,.33' 04" ·562.00' 5.41' rn,·,··46''32'.· ss"· ,· 3.00',.• :·2.44''• n . l4'".H'' 16''.·. 562.00' 140.15' O ·•,,:3,.,17' 51 ~. C .562.00' 32.34"· p ·70'· 39'·.38". ·3.00', . ,3,70" q .•4: 05'. 05'.: 638.00' . 45.48' r .;·•,5•:.:45,· 1'1'.'·. ,, 638.00'· 75.20'' S· •. '.3'·16' 21" 662.00' \32.10''. ... ·,, '.\~ . . . '!;JG.DESIGN ENGR: ··, -•• ,' • '• • • ' •• , ,_ • ¾. .• . ' ·T " 5.99' '4:18' ,18.04' 28:22' '., . 3.83'· 4.19' 12.23' 3.95' . . : 8.63' . ··s:79' . 3.65' '· • ,4,62' 3.59' 6.84' • 13'.34"· .21.61' ·' '12.47' • ·2.12' 3.73' '''3'.45''. • 3.69'·', 12.23' ·. •• 9.93' ·.11.86' . 13.91' , .. 2.50' . . 7,88' ·. 3.47' 4.35' .. ' • 4.62' . . 11.53' . ,17.04' .• ,· 7.09' '12,50' 2.55' 2.09' ' ;:.:2.10·: 1.29' •• 70.44' .. 16.18'' •· 2.13' '·'22.75' • 37.64' 16.05'. .. . .'',;f~'· •• .... ' . .., . ·CONTRACT ENG~: -.... ,_ 'el' • , ' -', .:··. i _ _. .• CASC .ENGINEERING .GROUP; INC: . . . . . . . . • . . .·. •. -. EXCirANGE ENGR. I ~ • ' . SUB~A '( INSP,ECTOR; .; . . . . ·,.. .. . , . 666'5718 ' 669~22'34 ,:STREE'T .,. •', SEG. .. ·.T.G.M. D .• L: SCAMNACI k:RE;ED 1434~7654 889~DI' ··' . , . . . ,' . c• ' .. ' . .. , .. .... •,• ·, ... " ·., , I .. .. MAP, SCALE • .. co'MMENCED __ ~_,19_. ·COMPLETED ... DATE 3-17-97 .·,.. ' .. ... ',· ·REVISIONS·. . , ' . •, ·., ... '.· • ' "·' ; . '' .• ., . SHEET 3305A ., RECONCILED ·-C....::~-C,. PACIFIC BELL . E:<CHANG.E:, ,.IRVINE . ·c, o .. AREA' AIRPORT iNSPECT c ACQUIRE.· • ROUTINE· DATE· OFFICE PREPARED CHECKED' APPROVED .APPROVED OWG. LC(39l1561R · OWG.' .4 OF;' FIELD· / '.• • ' ., ·.' ' .. . \ . .,. ... ; . ;, A B C ~ ~ G ~ I J I< 0 0 + ,.__ N . ' _9' 2-4'. PC .'91 • . -.-.- . I • --=-· 1· 80' 3-4· PC :.9-1 ~~;-,...·, -+ 140' SD I .1 . 4-4· PC ll1,1> • ' -1-. c..:Q>_ . ·-·· 32'. 7-4", PC '91 134.68' BlRC·H . ' . CURVE·•.· . ' . DATA ' • . 6 R •-· .• L T 32· 51' 3&" 1250' 7.17'' • 3.69'' 23" 04' '26" . 12.50" 5.03' ,'.2.55'' 90• oo' • oo". 12.50' 19.64'-.· . 50' 12· 29"· 12.50' • 10.95' 5.86' ., 29' 12' 22" 12.50' 6.37' 3.26' 22· 39' 13" 12.50' 4.94' ·2.50' 40' 32' 09" 12.50' 8.84': '4.62' BT 36' 24" 12.50' . 19.11'. 11.99'·' 14' 04' 20" •. 50.00' 12.28' . 6.17' 13' 41' 08", 52.83' 12.62' '6.34' . 50' 35•:51" 1250' .. 11.04' 5.91' .· .. .· 60.34"·· .• .. -:-;r-.• ., ,.' .. I 11•14.60' INTER EPT I DU. • PL, WYE COUPLING . 11•05.00' · .. • .;;,; P~4268492-E \:....°' .-·-•• 10•95.40': , .. . 0, INTERCEPT·. I DU. • PL \"/YE 'COUPLING 21 0.2. ORCHARD< •• 132.25' . '. ' ,· • --~-.~:,:,-..,--,,-..,,.-,-',:::_ "-'; _ _:.·, ORCHARD 202'. 1-4· PC ·91·...,_'-"' • ~ C '' ' ' • _,__:..• __ ---·-.-·-· _, ·---··--.:..:...:.. __ ._ 4 @'2·4.:.£,Q.' I RICK-UP 2 CA .. DRIVE > ' .. • ;-.. .~. . ' .. ,, .. ,,, ,,, : ', ... ·-,~-. . '- ,,, ' PLACE;79··1" 2· DUCT , TYPE;__~~.2--, .. c'-· ~ ... • .. .... '.' / . '. ""' (; . ~·- ... , ., • 29•81.85 BIRci:i·: -• · 1 ' _ORCHARD· 9,00:00 ·,.P,.4268493.£.' . "E": ., , ., ", .. '.,, ,. -~ • t:,· ~ •,,: . ,· .',~ • ~~· ' " ' • I,. .. , , '0 'm I I I • ,'<,. .,, . • I, ·' '·',: M .. CLSR. @ •.• PtAc~ ,,4.· , 0 4·,o\..JcT • • TYPE • •. t (j) '' PLACE 82' 2, -4: DUCT • .. TYPE ' .: '. 198'· .. WALL' -POLE i Pl:ACE 29' 3 L•4'. DUCT . TYPE_.-c..-'-----'--'-"---'- : ~~-~-,, ' . •, • I ,l • 0,1.: . OJ • 0, N·•. ' PLACE. 32<_1 :-•·.~···DucT': TYPE: • ,. •61', WALL:. "'.C:LSR.' PLACE .o: I.· 2·· DUCT ·:•TYPE -,';-;c;__;__,_,.,.;__ PLACE 7' ,. '. 2"' DUCT 'TYPE.....c...c..:...;+-,c-·..;.,...~·~· ,:. ; .. ' '.' ;\ : • ' : .l " , 1 . ' . . ·. . . . ,, . ,_ . . PLACE '10· I'" 4" DUCT TYPE' .• ,, • . . · ,. 123'• WALL.-CLSR. • '' -: :· .. .,. . . ' . .@. PLACE 8' I 2' DUCT ,TYPE;__'_·•~: --.~·-"--,'--"--· .. · . . , : '. ·.@ PLACE 107· 3 c f".DUCT' • .• ; TYl;'E ···• ' ' ' PLACE 89' 2 -4" DUCT· 'T)'PE. : •• Pl'.ACE 23' .TYPE. 157' 4-4' Pl'.ACE .·3' 2 4'. out\ TYPE~.-c..~~.-c..;__ PLACE 60' 10-4" D.UCT TYPE~~---'--'----~ 285' WALL. <CLSR.. '. F'LAc'i!: 25" -TYPE ' . • • . / . . . • .. ===·..!._....-,.__L._ c:: --. •, . • . . 4 ·---.· '·-;i _·_. -_ .. _· . ~--. ---. '---"--,-·--, ,_ --·-.-·-.-._-. :, 20' ' ""'-----'--" ·-· .. uo··.6-4: PC-'91 34+00• ··, .. . 6 . ,, 5 ' •. ' ' . ';;\ ti :::, 0 .STREET r I I ... 4" DLJQT -: . : ' ~ :: -o., N " ,,, '° u (!) z 's: <( Ct .0 w w (j) • ' CQNSTl<UCTION NOTES· St::E DRAWING;" I PLACE JO' 2 4" DUCT TYPE----'---- 258' WALL CL,SR. @ ,PLACE T 2" DUCT .,: TYPE~--~'--~--'-- PLACE 8', I 0 ,2··.ouCT TYPE • •'' Pt.cACE II' .J 4" DUCT, TYPE~~-~-~- @ REMOVE 6' 2 4" PC '91 ('-'--_:_.): 4X _PM '®•· CHG,'04CPM 7"2 4• PC '91. T0<==)4C PM 7' l.c.4" PC ··91 T0c:=J4C PM 7' :I -;4". PC •91· • CJ4X P,M .7',I O 4" PC -'91 •. · . ABANDON -T· OF I PC '91 • -<ii?·. CI-IG: c::::)4C PM 20' 2 -4" PC '91 •• TOc=:)4C PM 20 I -4"·PC '91 -:roc==)4C PM. 2'0" I -4"PC-·'91 ··., c=:)4X. PM 20.' I .-4". PC '9i ABANDON. 20.· OF' I PC. '91 @' REMO;;E 6' 2'4" PC '.91 ( •. ) 4X.PM •· PLACE 20' 2 4· DUCT TYPE , 230' CLSR CLSR M.' 8. ANDREWS UG.DESIGN Er:,JGR,· CONTRACl: .ENGR;: CASC ENGINEERING GROUf:', INC. .N/E WALL· ·LOOK NIE , .. ._\ : (. ,. ,-..., ' EXCHANGE ENGR, ; ' . . . • • SUBW A y INSPECTOR ::· ~": ', ... "·'-.· • . . . ''. ' SEG. MAP: .... SCALE;°' DATE-' REVISIONS ' .. D. L .. SCAMNACI • $66;5 718 _K. REED 1434-7654 669-2234. ·'. 3305, 3305A, --'--c~-19 REC9NCILED ~~_c__.;c.. : PACIFIC· BELL EXCHANGE• iR)IINE C. ci: AREA: AIRPORT INSPECT I: ACQUIRE. ROUTINE· DATE • OFFICE ··PREPARED .CHECKED APPROVED APPROVED· DW.G FIELD . ' ' • (j) PLACE ,9' I -4· DUCT TYPE--~'----- 84' WALL -CLSR. PLACE. 8' I· -2'. DUCT TYPE----'-'----- PLACE 12' a 2" DUCT TYPE-'-----'-"-'---"'-· PLACE. 14' I 4" DUCT TYPE PLACE 100' f -2" DUCT TYPE'-------'----'--- ' ' PLACE 20: I -4" DUCT TYPE 170' CLSR. CLSR, 20' 0 4" DUCT PLAC,E TYPE_-'-~--'--'--- PLACE 12' 2 4" DUCT TYPE __ _:___:_......c___,__;_ PLACE 20' I -4" DUCT TYPE-----'--- 112' CLSR, CLSR. L() tt U) z s <( [l( D w w (j) N, U) ·o N -, ,.· I --__ , ,-- ' ' ' ------- 7 ,_. __ PLACE 20'. ,I -4· DUCT ,TYPE --'----_c_'--'-' PLACE TYPE--'-'-------'--"-• 10' 2 4" DUCT PLACE 20' I TYPE 192' CLSR. CLSR. PLACE TYPE 20' I -4" DUCT 130' WALL -CLSR .. PLACE ,TYPE 10'. 2, 4'. DUCT. 9' 2 -4· DUCT ·,PLACE TYPE·'-'--~----'-- 42' CLSR. I/VALL PLACE • 7' 2" DUCT • TYPE_·--'---'---- PLACE 8' 2" DUCT , TYPE___:.~.c_.c_-·_-'-, '- 0 4". DUCT PLACE', 34' TYPE_'_c__c__"-'-~ 190' .WALL -QLSR .. . 'l ,, __ ,,.,. " ' ·'' ' . ' ,, ', ,.-. .. ' "' .. ,. , . ; ' ' ,' ; i; • .• \. I " ' ':', ,·· • :1 ' " ',/ ·' ,,,,. ,-:-x~,\· '.' . ' '· ,. . '.\' ~:./1,· . " CURB •. ( . ,. .. ' 1 , .. ' - ,, I:•· •. 4 ', REM: EXIST,. CLSR. INTERCEPT I_DUCT . ' . ' ·DETAIL 'A" SCALE I" • 10' t'· '' ·, I· I ·. .. . , : •. .. -· . ,, __ ,, ,. .. , : , . 176,85\ ,--. .. , ,· . "". ---_,...~-~~~it:-:".,~ .-•.i-7~.,: •. >---::-;-. .,, CURB ', :· ABAND DU, " ' ' ,· .132'.:,, , . , (368') 6-4". PC '91 37, 00' CURB DELETED· ' ' , 1 0 ,.., PLACE '91' ,J 4" DUCT. TYPE·------~ 91' CLSR. POLE DELETED BIRCH ·.o·· '.'.'\o·-•.• ~\ ' - . . , , , , ce,P AT37•48.15 ~(:0 • TO CLSR'S AT 37+41.50; 35~84.2~9,7Vi':: .• 35+08,96 AND 33+74.21 . , , • ·, .,.· • • ' . . ·• • , I ' ' ' • .• , " .' •, . • ' , :To MH 3228'INT: ,iq :33+86.71 ,'. '. , 0., ~o· .: '.''· ' < ' , (.. ' .,, .ooo OC@ 'si,_;, WALL: ·: LOOK, $/W ", ,~,, ·: • , • , • • • " 3·• w :, .. __ -·. -~._:_~G...1.: -•. 11,,1_:4-PC •9j",. '" '•, .,IO ,-· ;,i_ 2~4. PC ;917'. • 145' 8-4" PC,'91 2D062' Mc1·3229 ' . • . . . . • l . ' .. TO ,CLSR AT ,39+03.ee-'-c--022-· TO CLSR AT,40+36,28·~0~.'TO CLSR AT 39,+03'.29 .. • · • :· · ·oo~ INTERCEPT AT 40•'25.40 • ' ', ~; ~~- ' '' "' ' :,. ·'. ' , • ' ,EXTEND TO CLSR AT ,'40+39.14 ' . ' ~ . ' ' NIE.'WAL~ LOOK 'NIE; , '" < · ·, ' " ' ""~ ·• "';::; -,-- ,-'---- 358' 6-4" PC •91 • -'--P•l680632E ' -REM, EXIST CLSR. ·263.141 P•4262346-E ' ' STREET: CHG TO TO ' ' ' c::::)' 48. PM 25" '6 4" Du.· '91. c:=) • 4C PM 25' 5. 4" OU. '91 c=) ;, 4C PM 25' ·I O 4" DU, '91 ·:; C2l 4X PM 25' I-, 4" DU '91. ABANDON 25' • I -::4'. PC '91 CI-IG ,c.=J 4,C PM' 25' 6 -4'.0 ,DU. '91 TO c:::::) AC PM 25' .5, 4" D,U. '91,' TO C=::J ·4C PM,.25! I -.4" DU: :91', : G:::) AX PM 25'"1 -4· DU .. '91, , .ABANDON 2!")' I ~ 4" PC '91 @.,·Cl-I~ · 0 ,(4C PM 25' '6 ·-,' 4" DU: '91 ° • , TO c:::J) , 40 PM, 25: 5: -4· DU.; '91 TO c:=),.'·4C PM 25' I.-, 4", DU. '.91 . c::::) ·4X' PM 25' l.".C i:," DU •'91 •. • AB.ANDON:25' ,1::4•' PC ··91. . ' . -. @.: c1-1G c:=i, 40 PM 36', 1 -4"_ bu./91 • ·To·. c::=, ., 4.C-PM 36'. 6 -4: 0u: .'..91 TO c=J. 4C PM.36', I 0_,4" DU '91 ', C=::J 4x;pM 36'. I c 4' OU. '91,, , ABAND,ON':36' 1 •-4" PC "9i " ' ·,, ,' f • • ' • ' •' C ~: " ! '' /': • 1,14-465, ,<· ~· . ', ', ~' ' . '., .. ' ••,:CONSTRUCTION 'NOTES ', SEE DRAWING " I BRISTOL 0 ', o,· CT) ,;o ,'·· ·~ 'r -·-· I I I I '_,_, STREET. I I I I ' CURVE • 63" 53' 46" 90· oo· oo" 32' 51' 36" 75' 42' 36" .zr 24' oo" 9' 18' 48" 4' 46' 49" 22' 30', 21" 95' 40' 41" 47" 09' 23" -· R 12.50' 12.50', 12.50' 3.00' '12.50' 12.50' 6.00' 12.50' 12.50' 12.50' 12.50' --, DATA L 13,94'' 19,64' 7.17'· 3, 6' 4.67' 2.03' 0.50', 4,91' 8.84' 20,87'' 10.29' 7,80' 12,50'• 3,64' 2.33' 2.36'. 1.02' 0,25' 4.62' 13,80' 5.46' 43+02,28 BIRC~ STREET I UG.DESIGN ENGR,' ' ' ' ·, CONTRACT ENGR. • EXCi-lANGE ENGR'.' '' SUBWAY, INSPEC']'.O[< :,SEG, T,G,M. . : -, MAP SCALE: ,. I I I ' ' : C_OMMENCE0_>~ __ 19_COMPLETED ',r DATE'· 301)-97 ', , ' REVISIONS , , ", M. 8. ANDREWS 666'-5712 CASC ENGINEERING GROUP, INC. . , . ' D. L SCAMNACI K. REED 1434°7654' ' ' . .889-DI ,3305. 3303 40', 666-5718 ' ' ',669"2234 19" RECONCILED --c_.,_;. ,~---~ PACIFIC BELL EXQI-IANGE; IRVINE C, o. AREA' AIRPORT iNSPECT-E ACQUIRE ROUTINE DATE OFFICE PREPARED CHECKED - APPROVED APPROVED FIELD',; ,, j ,, • ' 7 • • ' ' ' SYM DESCRIPTION· SYM DESCRIPTION -, . '·· ' -' """"-'-~~ _==:, """""= -""~~-~--~-~=------=..,,;_"":I:..:-o,.:;:c::_,;,,,;,.=~..:aw==-•===··-·-~=~azec '-"' • L FIBER 1 ,·TRUNK . 1 FEEDER,,: ·1:··· .· .· -. . · .. , ' ' ' ' ' EXISTING AERIAL FIBER. OPTIC CABLE TO BE LOWERED, iNTO JOINT TRENCH WITH SPUf, DUCT AND SPLIT ·SWEEPS: . . . . ' . . . ,,. ,. ' -, .r ,, I ·, .... ! .... ' ' FEEDER ':.: •. '' . ., ',' .• __ • --~ ' : :·, .. • ' . . ,, ... . ' ,:·, '.,_ '' .,_., ' ' ' ' ' •. ' . i ', ·" . t,., • , '' . -. ' .1,,, . , . ' ' " " ' ,, ' . -. -"J ' .. ·, Clf)': HtWPORT BEACH I i ,i . ' . . SYM DESCRIPTION I SYM @ HEADEND □ \'., 0 HOT TAP /LEG 6 ,. '' {>-TRu'.?K AMPLIFIER ~~ =t:E BRIDGER AMPLIFIER -s ----[>-LINE EXTENDER ¢> r DESCRIPTION POWER SUPPLY POWER INSERTER SYM - • ·•••-·• - I TRUNK FEEDER FIBER SYMBOL 11>01 192l121 OPTICAL· OPTICAL TRANSf!liITR RECEIVERf:lODE .. 0 OPTICAL H\J8 LOCATIW --01--OPTIC,,L 'CArJLE l'.Hl-1 l<LiM~ER-or "Fl8ER [>(]-·_!'--,,~ ' ,_ 2 WAY L--~---J l'/AY .• ~~'1. ~-.JTWAY . . I . -. • • -~✓"' -[z'lJ"' '. z ·=-~·J JJPll9A\. SPU(E LOCA_nON~ {D?XJ ' FLl~IO~t [PLICE -:.&,-=~-'- I TRUNK I ·FEEDER fi 2·.·· , , , , ', ' , ' , ,, , , ., , , ' ~ ';' ' ·o,· ... • .. •· . ' ' ' ', ·MATRIX AOX. ACTIVE NAW: . DESIGN FREQ's--..__ HI/Low H,;PUT---< FREQ's Hi/low/ OUTPUT rnrn's EQ PLUG-Ins , INPUT / FOOTAG:: 'AMP102 1000· PA D ' ~r;i ~20 . FC!'i'.l'IA'.lJ'/ I 22.7 PAO I 2 47.C 3 N 24 9 £0 I 4, 42,Q T C 34.0 0 I PAD 12 0 I " 34.0 4 \ EQ 16.0 N T Pl UG / I F -ll/Low OUTPUT REQ'5, ,.__,. Ht/1..0w NPUT REO's . F _.,,...fsEVERSE. • !f~>---0Es1GN FREQ's p~~ PS101\' THR\J PAO , '-.POWER P(.UC-!ns .D'RECTC~ . .•. . ···---''""---="=C"= .·.1 DESCRIPTION ----- , , ·./·-.· , ' ' . . -~-( •• 2o;,a< . I TRUNK i' FEEDER \,~ : . - ;: TRUNK' FEEDER· 2· ,' ' : ,·,· -i .' - J .½. ·•.·· : ·re.·, . • ; C _, ,"i • r; :',I I CITY; ._--·-I i I i I I