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Home My WebLink AboutW_5422_SW-5422-S ! INDEX OF SHEETS 2' .i,i � "1"5-...._ ;t '_.,#'.��-</:-� �"?' 14 .:,.O� 3 "'{ If,, 29 -1� 18 1...----fX/20 i:::::1 I SHEET No. DESCRIPTION TITLE SHEET 2 INDEX SHEET 3 PLAN AND PROFILE 4 PLAN AND PROFILE 5 PLAN AND PROFILE 6 PLAN AND PROFILE 7 PLAN AND PROFILE 8 PLAN AND PROFILE 9 PLAN AND PROFILE 10 PLAN AND PROFILE 11 PLAN AND PROFILE 12 PLAN AND PROFILE 13 PLAN AND PROFILE 14 PLAN AND PROFILE 15 PLAN AND PROFILE 16 PLAN AND PROFILE 17 PLAN AND PROFILE 18 PLAN AND PROFILE 19 PLAN AND PROFILE 20 PLAN AND PROFILE STA. 51+24.00 TO 60+71.00 MAC ARTHUR BLVD. STA. 10+37.00 TO 20+00.00 VON KARMAN AVE. STA. 20+00.00 TO 30+00.00 VON KARMAN AVf.. STA. 30+00.00 TO 40+00.00 VON KARMAN AVE. STA. 40+00.00 TO 49+00.00 VON KARMAN AVE. STA. 49+00.00 TO 55+05.50 VON KARMAN AVE. STA. 100+00.00 TO 109+00.00 VON KARMAN AVE. STA. 109+00.00 TO 119+00.00 VON KARMAN AVE. STA. 119+00.00 TO 129+00.00 VON KARMAN AVE. STA. 129+00.00 TO 139+00.00 VON KARMAN AVE. STA. 139+00.00 TO 149+00.00 VON KARMAN AVE. STA. 149+00.00 TO 159+00.00 VON KARMAN AVE. STA. 159+00.00 TO 169+00.00 VON KARMAN AVE. STA. 169+00.00 TO 179+00.00 VON KARMAN AVE. STA. 179+00.00 TO 189+04.80 VON KARMAN AVE. STA. 22+50.00 TO 32+00.00 BARRANCA PKWY, STA. 32+00.00 TO 41+00.00 BARRANCA PKWY. STA. 41 +00.00 TO 47+85.84 BARRANCA PKWY. AGENCY INDEX ALL INFORMATION RELATIVE TO THE LOCATION, TYPE, AND OPERATIONAL STATUS OF UTILITIES AND/OR IMPROVEMENTS WHICH APPEAR ON THESE PLANS WAS PROVIDED BY THE FOLLOW1NG RESPECTIVE OWNERS OR AGENCIES. NAME & ADDRESS CITY OF IRVINE ONE CIVIC CENTER PLAZA P.O. BOX 19575 IRVINE, CA. 92713 CITY OF NEWPORT BEACH 3300 NEWPORT BLVD. NEWPORT BEACH, CA 92658-8915 COMMUNITY CABLEVISION 1071 CAMELBACK ABBREV. CITY OF I. CITY OF NB C.C. PHONE 714/724-6500 INSPECTION 714 /644-3311 714 /721-6226 SHEET No. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 36A 37 38 39 ---RW--- ---IRR------C--- ---E--- ---wu------3"G--- ---8"S--- --48"S.D.-----T--- INDEX MAP NEWPORT BEACH, CA. 92660 ---6"W--- GENERAL NOTES 1.STATIONS SHOWN ARE HORIZONTAL PROJECTIONS ALONG PIPECENTERLINE.2.ELEVATIONS SHO'M>I ON PIPELINE PROFILE APPLY TO INVERTOF PIPE OR INVERTS AT POINTS OF SLOPE CHANGES.3.ACTUAL FIELD CONDITIONS MAY VARY FROM THOSE SHOWN ONPLAN AND PROFILE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL ABOVE GROUND CONDITIONS PRIOR TO SUBMITTAL OF HIS BID. 4.TOPOGRAPHY REPRESENTS CONDITIONS AERIAL PHOTOGRAPHEDON 4-9-92. 5.CONTACT RICK NELSON AT CITY OF IRVINE TRAFFIC SECTION(714)724-7642 AND CITY OF NEWPORT BEACH TIRAFFICSECTION 72 HOURS PRIOR START OF CONSTRUCTION.6.STREET WORK:ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS(FOR PUBLIC WORKS CONSTIRUCTION). CITY OF /RV/NE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS,AND THE CURRENT ORANGE COUNTY MANUAL OF WARNINGSIGNS, LIGHTS, AND DEVICES FOR USE IN WORK UPONHIGHWAYS, EACH OF THE MOST RECENT DATE.7.CONTRACTOR SHALL PROTECT IN PLACE ALL TRAFFIC SIGNALCONDUIT.8.CONTRACTOR SHALL REPLACE ALL LOOPS BY A QUALIFIEDSIGNAL ELECTRICAL CONTRACTOR AS PART OF THIS CONTRACTWITHIN 48 HOURS OF DAMAGE. THIS REPLACEMENT SHALL BEPER DIRECTION OF CITY OF IRVINE TIRAFFIC SYSTEMS DEVELOPMENT ENGINEER (PH #(714 )724-7642) AND CITY OF NEWPORTBEACH TRAFFIC DEPARTMENT. SEE SHEET 37 OF 57 FORFURTHER TIRAFFIC NOTES.9.WHEREVER SERVICE OR BLOW-OFF LINES CROSS EXISTINGDOMESTIC WATERLINES, THE CONTRACTOR SHALL INSTALL THESELINES UNDERNEATH THE DOMESTIC WATERLINES, IF SUCHINSTALLATION ./S-1J.NREASONABLE DUE TO ACTUAL FIELD CONDITIONS,THE SERVICE AND BLOW-OFF LINES MAY BE INSTALLED ABOVECROSSING DOMESTIC WATERLINES IF ENCASED IN CONCRETEFOR 10' ON EITHER SIDE OF THE CROSSING. SUCH INSTALLATIONSHALL BE APPROVED IN WRITiNG .BY THE DISTRICT INSPECTOR. N.T.S. EROSION CONTROL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OFTHE CITY OF IRVINE, THE RECOMMENDATIONS OF THE PROJECT SOILSREPORT, AND ANY SPECIAL REQUIREMENTS OF THE CALIFORNIAREGIONAL WATER QUALITY CONTROL BOARD, SANTA ANA REGION.2.TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCT. 15TO MAY 15. THE CONTRACTOR SHALL SUBMIT EROSION CONTROLPLANS TO THE CITY OF IRVINE FOR APPROVAL PRIOR TO SEPT. 30.3.BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTIROL MEASURESSHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVERTHE 5 DAY PROBABILITY OF RAIN EXCEEDS 30%. DURING THEREMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE ENDOF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITYEXCEEDS 50%.4.A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLEAT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALSSHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENTLOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYEROSION CONTROL DEVICES WHEN RAIN IS IMMINENT.5.EROSION CONTROL DEVICES SHALL NOT BE REMOVED OR MODIFIEDWITHOUT THE WRITTEN APPROVAL OF THE OWNER.6.AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVEDFROM CHECK BERMS AND DESIL TING BASINS. ANY GRADED SLOPESURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORMSHALL BE IMMEDIATELY REPAIRED.7.THE TOP OF ALL EXISTING DRAINAGE DITCHES AND STORM DRAINCHANNELS ADJACENT TO THE CONSTRUCTION AREA SHALL BEGRADED SO THAT STORM RUNOFF WILL DRAIN AWAY FROM THEM.THE STORM RUNOFF SHALL THEN BE CONTAINED AND DESILTEDBEFORE BEING ALLOWED TO ENTER THE FLOOD CONTROL FACILITIES.THIS MAY BE ACCOMPLISHED BY CONSTRUCTION OF A COMPACTED ORANGE COUNTY SANITATION DISTRICT P.O. BOX 8127 10844 ELLIS AVENUE FOUNTAIN VALLEY, CA. 92728 IRVINE RANCH WATER DISTRICT 15600 SANO CANYON AVENUE P.O. BOX 6025 IRVINE, CA. 92716-6025 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CIVIC CENTER DR. SANTA ANA, CA. 92702 (INCLUDES ORANGE COUNTY FLOOD CONTROL DISTRICT) PACIFIC BELL 1452 EDINGER AVE .. RM 1331 TUSTIN, CA. 92680 SOUTHERN CALIFORNIA EDISON CO. 14155 BAKE PARKWAY IRVINE, CA. 92718 SOUTHERN CALIFORNIA GAS CO. P.O. BOX 3334 1919 STATE COLLEGE BLVD. ANAHEIM, CA. 92803 UNDERGROUND SERVICE ALERT WESTERN UNION o.c.s.o. 1.R.W.D. E.M.A. P.B. S.C.E. S.C.G. U.S.A. w.u. 714/962-2411 714 / 453-5300 714 /834-2300 INFORMATION 714/259-4468 714 / 458-4439 714/634-3139 1-800-422-4133 (714)/563-4137 ------ ----- -0-0-Cl -G r--6-./r--? L.JL-1L.J 0-0-0--EARTH BERM OF MINIMUM HEIGHT 12-INCHES AND A MINIMUM SLOPE □ OF 3: 1 OR AS RECOMMENDED BY A QUALIFIED SOILS ENGINEER.BENCHMARK: 6.ANY DRAINAGE DITCH OR EARTHEN WALLED STORM DRAIN CHANNEL 1111 THAT IS ADJACENT TO A PIPELINE TRENCH OR WITHIN THE LIMITS BENCHMARK DESIGNATION: 3J-17-77, MSL ELEV. 36.434, ADJUSTMENT YEAR 1976. ON THE NORTH CORNER OF THE INTERSECTION OF AL TON AVENUE AND JAMBOREE BOULEVARD, ON THE NORTHEAST SIDE OF ALTON AVENUE, ON THE SOUTHEAST END OF A 4 BY 16 FOOT CATCH BASIN, 1 FOOT BACK OF CURB, SET WITH EPOXY. OF THE CONSTRUCTION EASEMENT IF DAMAGED OR ALTERED SHALL e-__,::i: BE RESHAPED TO THE SA Tl SF ACTION OF THE OWNER.9.IF EROSION PROBLEMS OCCUR. THE CONTRACTOR SHALL CORRECTTHE CONDITION IMMEDIATELY AND PRIOR TO RECEIVING A A CORRECTION NOTICE FROM THE OWNER. IF A NOTICE IS ISSUEDNO TE: AND THE EROSION PROBLEM IS NOT CORRECTED, THE OWNER WILL � DESCRIPTION PLAN ANO PROFILE STA. 100+00.00 TO 110+00.00 MAIN STREET PLAN AND PROFILE STA. 110+00.00 TO 121+00.00 MAIN STREET PLAN AND PROFILE STA. 121+00.00 TO 132+00.00 MAIN STREET PLAN AND PROFILE STA. 132+00,00 TO 143+00.00 MAIN STREET PLAN AND PROFILE STA. 143+00.00 TO 154+70.00 MAIN STREET PLAN AND PROFILE STA. 9+57.00 TO 16+04.19 UNION STREET PLAN AND PROFILE STA. 11+00.00 TO 21+00.00 McGAW AVE. PLAN AND PROFILE STA. 21+00.00 TO 30+00.00 McGAW AVE. PLAN AND PROFILE STA. 30+00.00 TO 39+00.00 McGAW AVE. PLAN AND PROFILE STA. 11+00.00 TO 20+00.00 ALTON AVE. PLAN AND PROFILE STA. 20+00.00 TO 30+00.00 ALTON AVE. PLAN AND PROFILE STA. 30+00.00 TO 37+60.00 ALTON AVE. PIPELINE APPURTENANCES AND MISCELLANEOUS DETAILS AIR AND VACUUM RELIEF AND CONNECTION DETAILS CATHODIC PROTECTION AND JOINTS BOND DETAIL PIPELINE THROUGH BRIDGE DETAILS. BRIDGE MANHOLE DETAILS TIRAFF/C CONTIROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN LEGEND EXISTING RECLAIMED WATER LINE (SIZE AS INDICATED) EX1S11NG IRRIGATION LINE (SIZE AS INDICATED) TRAFFIC SIGNAL CONDUIT ELECTRICAL CONDUIT EXISTING WESTERN UNION CONDUIT EXISTING GAS LINE (SIZE AS IND/CA TED) EXISTING SEWER PIPE (SIZE AS INDICATED) EXISTING STORM DRAIN (SIZE AS INDICATED) EXISTING TELEPHONE CABLE/DUCT EXISTING WATERLINE (SIZE AS INDICATED) EXISTING MANHOLE/VAULT EXISTING WATER/GAS VALVE EXISTING FENCE EXISTING CURB & GUTTER EXISTING RAILROAD EDGE OF PA VF.MEN T CITY LIMIT PERMANENT EASEMENT TEMPORARY EASEMENT RIGHT OF WAY LINE (R/W) AIR RELEASE VALVE BLOWOFF VALVE CATHODIC TEST ST A. FIRE HYDRANT LIGHT STANDOUT POWER POLE/TELEPHONE POLE TRAFFIC CONTROL BOX TRAFFIC SENSOR LOOPS TRAFFIC SENSOR MAGNETS WATER METER GAS METER TRAFFIC SIGNAL (T.S.) AERIAL CONTIROL POINT THRUST BLOCK PROCEED TO HAVE THE DEFECTS REPAIRED AT THE CONTRACTOR'S _x WHEREVER D.I.P. RESTRAINED JOINTS ARE CALLED FOR EXPENCE AND ALL COST INCURRED MAY BE DEDUCTED FROM SUMS BASIS OF BEARING: -"":::.+ ANGLE ON THESE PLANS (EXCEPT THE BRIDGE CROSSING), DUE TO THE CONTRACTOR.THE BEARING OF NORTH 68'50'59" EAST BETWEEN ORANGE COUNTY SURVEYOR'S @=1 ,_ __ DENOTES DETAIL NUMBERSECOND ORDER CONTROL STATIONS "IRV-45" AND "AIRWAY RESET 72" PER STATE �-THE CONTRACTOR HAS THE OPTION OF USING PUSH. OF CALIFORNIA LAMBERT COORDINATE SYSTEM. ZONE VI ON FILE IN THE OFFICE DENOTES SHEET NUMBER SHEET No. DESCRIPTION ABAN. A.B. A.C.A.C.P.ARV B.F. BUR.CBL. B.F. V. 8.0. C.A.B.CATV. C.B.C.F.C.C.P.C.I.P.CLC.M.L.C.S.P.C.M.B.C.M.P.(A)co. CONC. C.P.T.S.DEFL.0.1.D.I.P.DU. ELEV. EUC. EXIST. F.L.FLG. F.M.S.FUT. HOWL. H.L.H.P. INV. IRR. I.P.LT.M.C.D.M.T.D.MH,P.C.P.C.C.P.E.P.J.P.0.C.P.V.C.PVMT.R.C.B.R.C.P.R.P.J.RT.R.W.G.V.s SPEC'S STA. STD. STL T,B. TEMP. TR.C. V.C.P.v.v. 40 TRAFFIC CONTROL PLAN 41 TRAFFIC CONTROL PLAN 42 TRAFFIC CONTROL PLAN 43 TRAFFIC CONTROL PLAN 44 TRAFFIC CONTROL PLAN 45 TRAFFIC CONTROL PLAN 46 TRAFFIC CONTROL PLAN 46A TRAFFIC CONTROL PLAN 47 TRAFFIC CONTROL PLAN 48 TRAFFIC CONTROL PLAN 49 TRAFFIC CONTROL PLAN 50 TRAFFIC CONTROL PLAN 51 TRAFFIC CONTROL PLAN 52 TRAFFIC CONTROL PLAN 53 TRAFFIC CONTROL PLAN 54 TRAFFIC CONTROL PLAN 55 TIRAFFIC CONTROL PLAN 56 TIRAFFIC CONTROL PLAN 57 TRAFF1C CONTROL PLAN ABBREVIATIONS ABANDONED AGGREGATE BASE ASPHALT CONCRETE ASBESTOS CEMENT PIPE A!R RELEASE VALVE BLIND FLANGE BURIED CABLE BUTTERFLY VALVE BLOWOFF CRUSHED AGGREGATE BASE CABLE TELEVISION CATCH BASIN CURB FACE CONCRETE CYLINDER PIPE CAST IRON PIPE CLASS CEMENT MOTAR LINED & COATED STEEL PIPE CRUSHED MISCELLANEOUS BASE CORRUGATED METAL PIPE (ARCH) CLEANOUT CONCRETE CATHODIC PROTECTION TEST STATION DEFLECTION DRAIN INLET DUCTILE IRON PIPE DUCTS ELEVATION EUCALYPTUS TREE EXISTING FLOWL!NE FLANGE FORCE MAIN SEWER FUTURE HEADWALL SEWER HOUSE LATERAL HIGH PRESSURE INVERT IRRIGATION/RECLAIMED WATER IRON PIPE LEFT MULTIPLE CONCRETE DUCT MULTIPLE TILE DUCT MANHOLE PLASTIC CONDUIT PORTLAND CONCRETE CEMENT POLYETHYLENE PUSH-ON JOINT POINT OF CONNECTION POLYVNYL CHLORIDE PAVEMENT REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RESTIRAINEO PUSH-ON JOINT RIGHT RESILIENT WEDGE GATE VALVE SLOPE SPEC/FICA TIONS STATION STANDARD STEEL THRUST BLOCK TEMPORARY TRAFFIC SIGNAL CONDUIT VITRIFIED CLAY PIPE VALVE VAULT OFESS/Q �REI 1% If! No. 040797 ';; JOINTS AND THRUST BLOCKS PER DETAIL EB .OF THE ORANGE COUNTY SURVEYOR. e UTILITY PLOTTED BASED ON POTHOLE INFORMATION [;No;:. ===J�A�TE:================R�E�Vl�Sl�ON�S================�A�PP�R�OV�E�D �rDE-S-IG-NE_D _: -M-.G-. -,---I-R_V __ I_N_E __ R_A_N_C_B ___ Tr�==;:;1;:;'T----: _l(� j� -� - ,!. 7,�-�C-�E.4:0379�7 ��;;:�========:::::: N :IN:E �z/,2,�sAZ,,�Aii==-,-------,,..-_-_-_-,,--P-,e-pa-,e-d -in -th-e -◊ffl-ce_o_f ------'--�R�E:::C�O-;:..R�D�D�R�· �A�W�IN�· �G� ___ ..:::::::.::::::::::;_S:-:H-::E::E::T::-1.� WATER DISTRICT �� Z��=-----��=��z..zjl:_�-z./,3 �o�s�l��hEng��inee��i1ton1 �v:.· INDEX SHEET 2 ;:: m;tE RANCH ASSITANT DIRECTOR OF PLANNiN & �·°'1N""EE�Rl�NG� Plonners Irvine OF 1 o---+-------+----------------------+-------i DRAWN:P.LP. Irvine.. Calif'. CA 92714 �L1.�:1Q1;��iil��=�==��2=��=��I��I��·1=========r9!.�;��-;-::.1_c_H _E _cK_E_D_, __ A_._1._.J.. __________ " __________ .L:�A=TE=R=D�lS=1'=Rl=C'.'.:JL ___________________________ L _______ _:--::-::-::-::-::-::-::-:::...:.: Su .:. rv .:.•-='· _____ (:_7 _14�6.:.6 .:. 0-..:8.:.60 :.: 0 _______ _l ___ _,,..,..,,,..,.,....,...,,.,..,...,,, __ ,...._..,...,�==..l-�!.,..,,.Jz'. 04-13-"'14-ADD 2-" POii.Ji OF' COI-Jl-le;C1l01J (SH,. 2.1 -,- �,.��·.· • ' 'I ':,_,�,'. .. ,� ••. ik,.,"u�.;""�"::,:,,,,;o,t�,,JfrlfW'"'>•t,&iil.��,,;�'w11,,¼ii,IJ&,,dic.J�,.;;,1.,{i;f..S:,i�JJ,;:'&:",t •,frd,"h, .,il�tt:2::,.,,J�Lr,;;J;,{iJitlii!ill�:& ;�il�li�Jlii ill�t) .. i�"tii;�i0:jtii:r��-l;i,i� - W-5422-S -., . •➔ ··--... .{ ...... , ···--.. .... f·-·-. ; .... ·+·· .. -��1=��::L-·�:'.·� --� ·-�t '.:: :: ::��:-::. :: :: :: -·��-",. ·i " ._.._ .. 0 - .l__ -/-•····--· I-····i-··· -r ••• -�-:-::--::t-<.4:-::..:,":�:t:i;-:::::: .• >\iF=1:::-\.::::·.-.-.-:: •��••J~ • 1-:,M•: �"""•�t: • r ,�, '"""¼=, -:·-··-·-)--•--·--·-i -�, -- 50+00 BOWSPRIT DRIVE Q-·'·h··-"" • -· --1 • .,;:::.:.:,L '"---+-- ····--··· .1 .. -.............. (. ... ••••• ��t��!4r!:�!�L -· • -r::��7'•., ........ c .. 51+00 AND T.B. PER DETAIL ffi DEFL. 4 45'00'00" RT.REMOVE FULL SECTION OF EXIST. 8" A.C.P. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ADJUST THE POINT OF CONNECTION TO THE NEAREST JOINT OF EXIST. 8" A.C.P. (NO A.C.P. CUTTING IN FIELD IS ALLOWED). L_ • • ·-�. < .) 54+00 ..... r::: .. A·"'· .... -+--�·i-·"'- •• :::=·:·f·:�·:: ·j -······-'-·- ·::::::: .. ;': -':--,11 VERT: 1"� 4' -•-•i·· ....... )·- ···. • • • .•• :i.��·-' ·•··:'.··.'---'-•--(-·- • • _ -_, l ::•,•i ........... :•RVC :INST LU«\ , -,t-- l _. ••· ·······- ·;�-..• ·····�··· += ·�·· ... .. ,. +~··-r· .. (:�-::.--:r-� .··-..::::· t·· \.� __ :J· • ··t ---�--.).: .... ,:i�J:ilil�;j·�·.i��.l .. FEffi�J��1-.J .... ; ...... ··+·· 56+00 57+00 58+00 59+00 60+00 61+00 1" � 40' i 06, �r�·•. �, "�::······ ·•�······�-11 ' >"c�-�I: <t_ INTERSECllON STA. 59+24.99 MACARTHU BLVD.= STA. 10+00.00 VON KARMAN AVENUE --J_ I NEWPORT CONSTRUCTION NOTES PLACE 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL©0 WHEN CONSTRUCTION DA .MAGES OR DESTROYS TRAFFIC SIGNALLOOP DHECTORS, THE CONTRACTOR SHALL REPLACE WITH \',1 \ \ \,, . • .. •:NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST \ / . ,) 'I , ,TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. . \ .... ·,IS•\. ' • @usE RPJ FOR ffi'' USE PJ AND T.B. FOR A.C.P. AND P.V.C . � � '(.\\., \ % , @co;��:��"'-"' ,rn� '�" '"""" �L ,,� \ ' , .. I 1 • ,-;: • ,.....__ • ---1--I; ;:. � \��-�:_· �-··-�-:i·-?: '/--�0..'"-,- 1 :: \�' �\_@} ::';15! VCP f: ..... ·��: sc:::_, •. ,::-. ��T�i':�o:::-_:-:---*""'-_..,;J' -1 .:CZ�· .... �=····:·�i:..::=�, �� .. ;x-�-a�w f,� ----� ""'·-.. ---.---+-----l2' VCP S T i i I I If INTERSECTION BOWSPRIT AND MACARTHUR = STA. 50+00.00 ST. <f. STA. 51 +37.00 DEFL. 4 45'00'00" LT. ( SEE NOTE 9 ) REMOVE EXIT. AIR RELEASE VALVE AND CONNECTING PIPE • '."' 53 -.. -----y,..�t-------1 __ -r--- <D <D -'��-" . (" __:;.___ ............... '-'-..; > ,, ,M,-.....• q,·~---.., ,--STA. 51+45.00 13A.R.V. 8X8" x 4M TE€ FLG x FLG1::,, 4"-90° FLG. BEND@:::,, 4" ADAPT. FLGXGT 2-S"ADAPT. FL6x6T PROPOSED 8" RECLAIMED N 6'59' 40'' W 56 ��----- WATERLINE MACARTHUR BL VD. STA. 58+95.99 n STA. 0+37.00 VON KARMAN AVE UE .Q q p PROPOSED 8" RECLAIMED WATERLINE ill ,. 59 z CXl�00"' '9, \ r, 60 ' --...:::_ s:: -==':I:===:=== .._ ____ O�P §1 VON KARMAN AVE. a:a"xB.Tli!iFLG ( SEE SHEET 4 ) & 3-8• AVK G.V. FLG" " Z-6"AOAPT. FLG.tGT-8-X 4 Tlic FL.G JI tr 4Y8 REO!leER FLG eJ''xtJ' TEE FL6 8" BLIND FLG STA. 60+ 71.00 TEMP. B.O. No. 040797 p.3-31-94 1-N-o-. --DA-.-IE----------::RE-.V::IS-.IO:::N::S:----------:-:::;:=:-::-::-r------7-------------------r,.�==;;,;;;�r-(::,c,1'"""��-··;=--· -:r,�,:-?rJ,�r71M._;::::;;;;-.::--__ -.---------7::_;-/1,J,:s;i��;rr:3-:;-7--------r=-=-=-=-:��P,-ep_a_re_d-:-in�t�he-o�f"�:IO_e_of:-----------'-----7,-�IR�V�I N�E�B�U;S;;I N�E�S;;S�C�O�M�P�L�E;X-;--T�s;H�E�EFTil�11 -1e,-q4 REv1sEo PER RECORD o�w11VG oEsiGr,.fn M.G. IRVINE RANCH !t, ��4 A-No'it�-R-c.-E.4-07-97--�-------PROJECT ENGINEER Church Engineering, Inc. RECLAIMED WATER 3 ;:: 8" AOAPT. FLc;xGT 4'!.90• FLG BEND Z-4" SPOOL FLG4" AVX ev FL6 8" RISER' FLG RECORD DRAWING DRAWN: 0.M. \R.R. \K.P. ·--- ·----+---------------------+-----t-------7 WATER DISTRICT it� ASSISTANTD!RECTOROFPLANNING��Z ConsultingEngineers F,�i��AltonAve DISTRIBUTION SYSTEM OF � I 8 c 1 • .6'IRVINE RANCH Planners CA 92714 57 l"'Vllll89 a IJ: •ATER DISTRIC su,vey,rs (714J66o-s6oo PHASE 11 & 111 -PROJECT No. 38610 z [=Jc===1======================I::._ ____ .lc:H:E:C:K:ED:: _ __::A�.1.:....._L _________ _::_ __________ _J�=�=:=�J_ _____________________________ L _____________ .:.._ _________ :--________ L __ ____:____: ____ -;: _____ 1315SHQ:3.J;;g�7i;V9�',. 1315SH03.dwg 6/12/92.., ' ' - W-5422-S - __ ,. __ _!:------:,:-·--"'' ··---::;::.::-_.-\ __ . ---�--·- I /' 10+00 , I ._, •V•,<o• 0 , •.•• � ([:, INTERSECTION -// , ,8' STA. 10+00.00 VON .KARMAN__ AVENUE= : STA. 59+24.99 MACARTHUR St\(D. G t· -�, -• �--·t:----->-- .L �-: - C:lv No. DATE REVIS;ONS 1---r-,-1-1---IG-94 REVISED PER RECORD .ORAWINC7 ---:r-1.,"' ":·::t· 12+00 13+00 14+00 PROPOSED 15' RECLAIMED WATERLINE ST. STA. 11+70.00 X 'Jf4 TEc FLG(IGElf NPTE 8) 4" AVK GV Fl.G 4" ADAPT. FLG X GT 2·8n APAPT: FL6>fGT 4"-20' P//C CL 200 • -"· ""•· .J .. ---....:... -.__:;,, C VON KARMAN A VENUE DES GNED: M.G. DRAWN: D.M.\R.R.\K.P. -:,• VERT: !"= 4' _,, HORIZ: I"= 40' 15+00 16+00 17+00 X PROPOSED 8" RECLAIMED WATERLINE TEMP. 8.0. 4'34'' 29" LT. X ••••• ·----1----____ :�---�:,�·::._�?":�_'t::::J::��:=• •~ �--•�-.-M --. ----.......... . . . ;,;/_ - '! -,/ . ,.,-,:<., i:' / '"' ,-1/\ // /··,;:·) •1:�,- _ _ / _.'.\�;�_:·' 19+00 ' ,, , /y(---: .---. ••••• .,L .. :._.L ._ .. ----/' '" •' .; 8 � ST. (t STA. 19+25.00 A.R.V. 8•>f8'ff4' TEE FLG. 4'- 90° FLG 8/:,VI) 20+00 ill 4' AVK G.� FLO 4' AOAPT. FLOXGT 2-8" AOAPT. fi.6. x GT ,, + �-;--,e = �, CONSTRl.i:e"ItON NOTES 0 CONSTRUCT TE@-�RY BLOW OFF ASSEMBLY. SEE DETAIL i30 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL® -+-• .. rn.,·· •••• f----- 0 USE RPJxRPJxFLG. FOR D.I.P., U�PJxPJxFLG. AND T.8. FOR A.C.P. OR P.V.C. PER DETAIL W0 USE RPJ FOR 0.1.P., USE PJ AND T.B. FOR A.C.P. AND P.V.C. PER DETAIL@ @INSTALL VALVE AND VALVE BOX PER DETAIL@ @coNSTRUCT AIR & VACUUM RELIEF VALVE ASSEMBLY. PER DETAIL@ !{' FLANGE R.W.G.V. ST. (1_ STA. 10+37.00 VON KARMAN AVE = ST. (t STA. 58+95.99 MACARTHUR BLVD. g' FLANGED TEE ( SEE NOTE 11 ) '"""""-'UR 8""' ---,::----;:3iD'<li-tHl>'<JI( ""'"""'n kVU, \ � ( ca" 0.1.P., CLASS 350, \�A A.C.P. CLASS 200, ORr":'\.�IA,.,10_+45�.o=o��----� P.V.C. C-900 CLASS 200.V B.O. !!:l 8" FLANGEx(RPJ ADAPTER FOR g' D.I.P., CLASS 350, A.C.P. CLASS 200, ORP.V.C. C-900 CLASS 200. < D.I.P., P.J. FOR A.C.P.) I ( SEE NOTE 9 ) INTERSECTION DETAIL 1',0i'ESSIO :v\l.t. i I 1J,j PIPELINE / � CURVE DATA & DELTA RADIUS (FT) LENGTH (FT) @ 33'54'00" 629.00 372.16 @ 47'44'41' 627.00 522.50 © 8025'16" 600.00 905.00 TANGENT (FT) 191.70 277.50 563.65 RECORD DRAWING oe No. 040797 C/V\\.. OF Ct<\..\ SHEET 4 OF "' � "' I -.J m - W-5422-S ·······+-··· -·-==r;·��J::_d�:::�J-�-�-l=�;��--:7��r.��-�:·: ---=��:;: •• ·-·---•• --.•--·' , .. ::.�-t=-·• :-; ----- ·"::-____ 0 20+00 :r·----•-----.. -.. --\ .. ..... -., -----�- 21+00 -. -.. , ..... , ....' ....... , •,.,m:::j:' . ••i-•-· ,_ ____ 7 ' 22+00 3" G (DEPTH= 3'±) E (DEPTH= 3'± )--,\ 23+00 T (DEPTH= 3'±)----,11' 10" . •. 22, 81x 3' RCB SD (INV. ELEV.= 36.0o± 12" VCP (INV. ELEV.= 30.6o±)---_., 24+00 TEMP. B.O. 24 ---·--, :::.::;,:��-"'.; y.::-::-::-:, -�-�,,,, _ _:. ..... ·-";:j·::::::::::;:--,---·•---.--·VERT: l"= 4' HORIZ: l"= 40' --·<·----)-- 26+00 "' 40' --- �- 27+00 u o:i PROPOSED RECLAIMED WATERLINE STA,.24+40.0Q•/IV ·8.0 sreet:r""· ·":t . .-, ............ --·--··- ·,. c' .•• ,,', 12' VCP S \ \ 10' /\C? 1,1 ,_ ______ .,_ ---i\j---------_____ :···¼----K!c---l" N • • ______ ::: .. ,.,,,,,.-�- ', & •, > 1..1 ••• .•.----· '"-., ..'. ��·:.i�=t� ----�-=-�:�;z::,-:: .. :f.s.EE�t{eIE[,-----·----·--·-·--·,---.. ----· --,-- 28+00 ........ ····--,- ··-0"•.-�•,·-·�--- 29+00 30+00 ,-:::,ST;,:.A::,. ,;:2°"a +,..,t.�'8�.o:.::o_� __ 738 x8 x4 TEE Ft.G 4"FL6 AVK.G.V. i...{.,.,, j\ \-t ·-.... L_'T�E""M:.cP •c..B"'.F''--l,-,, "' � .. T (DEPTH;,, 314 '" SEE NOTE 10 4" ADAPTER FLuY6TZ-B" APA.PT. FLu)((ir 4'� 23' P YC CL ZOO - -.. _{' �.,.,__,,, ___ �, � '� { ' ,_,-,c---i, ·,. ' "' " "'"",�: •. . �·�· �---:-... • •••••••········ , .•.. ��···. - " � .. ,,,:,.;.w:r'' l.s; .. __ ,,:�--:----.. :_'. ::::":::::.',,:::::: '•,,, @J _f i / , ·', ......... -� RECORD DRAWING @ © @ ·---.• -ttWAiittS: · ·· .... •· .. ·B·-••'ie• �·· ·0 ·•1 .. t •• :,,.i.�c::;.:= ---.. ,,. 1.,, . ' it:\�' • '----1 - .. """'" • '" - ,""' --� _·-- CONSTRUCTION NOTES -·-.... ,. --·---·-····-. ___ ,,,.._ ___ _ 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL@0 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL@ @ USE RPJxRPJxFLG. FOR D.1.P., U&JxPJxFLG. AND T.B. FORA.C.P. OR P.V.C. PER DETAIL 8 @ CONSTRUCT CONCRETE ENCASEMENT TYPE "A" PER DET AIL® p.3-31-94 PIPELINE CURVE DATA DELTA RADIUS (FT) LENGTH (FT) TANGENT (FT) 3'34'34"627.00 39.14 19.57 28'19'41" 573.00 283.30 141.61 J'34'34'' 600.00 37.45 18.73 28'19'41" 600.00 296.65 151.42 ...... (J) - W-5422-S ...... i ... ---' ., ... ·--·f --/ -�J=.j;�--;--��=�.-.·� -.' .. ® -f --· -•• • ·-·-·-·� .•. --·-.. -··-, . . �--· -··----- 30+00 --. ,� -� ' , - / � • :·1::k-:::-==; PIPELINE I � CURVE DATADELTA RADIUS (FT) LENGTH (FT) TANGENT (FT) 19'18'11' 573,00 193.06 97.46 19'18'11' 600,00 202.16 102.05 .. ·········�·-·· - • · I · - - 31+00 •... :.�--;-::--:.. -· - ·i----_;;-::.-:: ... ,--� -.. -"" " " ,, ..... ,.1,.-···· ,. ...,-- ',, =, ·:mt�¾gf.�-- • 'i:....i . ...;., . ..t - m, ... _1·-:·:. --+·--·· c:·::1· _:_.__'----. ., t 32+00 Q :,: f-- {.) [;:; "' (/) -"' a, I=' 0 �� 33+00 ST. 'i_ STA 33+21.00 DEFL. 4 45'00'00" RT. ( SEE NOTE 9 ) TEMP, 8,0, INV, ELEV.= 35.60 .. , __ -.... ··-·· .. ·-- _,.--� ·-····-··· ·-. -+ - -, ----'----}- 34+00 35+00 PROPOSED 6" RECLAIMED WATERLINE / (SEE INTERSECTION DETAIL HEREON) BIRCH I r4" G (DEPTH= 3'±l STREET E (DEPTH= 3'±) T (DEPTH= 3'±) ',, r O" -� P W (DEP ,, """ .... -4 5'±) VERT: 1 "= 4' HORIZ: !"= 40' ,_____ ··--.. ->-----· -·-- ' - - - - 0�� ··:--�. ·-1-- - (-·-·-··+·-.. ····-··+··· ... ; ... ,---. -. �;��---::-__;_=:; ___ , � -··'.:'�':'-.. < - ·: � T-·�;:-:.�· - .. -t 36+00 37+00 38+00 PROPOSED 8" RECLAIMED WATERLINE 4'' G (DEPTHe. 3'±)-· -++'!-, E (DEPTH= 3'±)--;lJ,-;--4 T {DEPTH= 3'±)·-'----+--,\TEMP. B.O. l 1 O" AC.P. W �-...... -·/ -··· --·--i"· 39+00 l�,ll ' � � � ---+-------f"-� . ----·+--·-�+ --·•-i-·•· ·- --.. -.. '""' ,. +·· __ ,,,�. ·-+-.. " ·····•-.. +.---1-·-·· ......... .> . --·--!-·-•-•-,c • <-:;-·----,------( __ ..,,_,_ -: ---·+:--··-�,. --·------- ···-;·· ····· .......... ·\······" +:·-:·· .,��="--��· . " -,, •••• , _ • 2-:.:t:n , _ ;..= otJJ. 40+00 ��:¢£--:, " . ,-�kt,... . ::= .. ·�----ti�it:: ·:,:.:: ........ ·_;_:_.��:.'., ___ � ., ···.o;;·· ,·oc:.cc;:oA: .. :1:nuoc:., .. .. ·< •••• ,. •• ··� .. :::::L�-so••--••.• :'.:..f.'..::Jf.-�;:: ...... , ... " .. : .... ., ....... :.· .... CONSTRUCTION NOTES 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY, SEE DETAIL GD 0 cp2.CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL Q;!70 CONSTRUCT 1' AIR & VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL@0 WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFIC SIGNALLOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, ',. / ,.-• .,�ua,�w 'z<� ( I ;, :,•·, ? . � ' -\" .. ''·<:i>., .. '. ' ·,,_ '· -·· :·,\:,_ ... /.._,; 0 (DEPTH= ; - I ·: .... =·· __ l ,.-- �'-+= �--:=-:c----""'---•-· tr'-'--. --=1 ••••••• I © USE RPJxRPJxFLG, FOR D.LP., USE PJxPJxFLG, AND T.B. FOR A.C.P,OR P,V.C. PER DETAiL EB axax4 Tee FLe 4"-qo• FI.G BEND4" !5POOL Fla "' 4" AVK <:;V FL6 4''x B" REDUCER FlG Tz -a• ADAPTER FLt3xG B"xs• TEE fLG BIRCH TEMP. 8.0, INV. ELEV.= 35,00 -.. ��:··•.. "•.,( ' , -4 . . -,_ ·"·,.,, .. , ••. �."!1"· I , .. ��P ........ r:::.::.·_ .. ··�··::�7�"·_,._ .. ., ;-· ·"'"" ..... .h� .. , ,. "-- _ 35 8" V,C.P. (INV. ELEV.= 33.7o±) 3cf' V.C.P. (INV. ELEV,= 29,87)T (DEPTH= 3'±) C (DEPTH= 3'±) TEMP. 8,0, PROPOSED 6" RECLAIMED WATERLINE (SEE INTERSECTION DETAIL HEREON) 6"x6"x4'' TEE GTXFt.G 4" FLG.AVK.G.V. �--. 4" ADAPTER FI.GXGT 2-t:.• ADAPTER Fl.6XGT 36 i':, :, . O<,... :� f -"i--'1--L- N 4<Y38'27' E 37 STA. 37+15.00 ._,8�x8�,4�=TE=E�F.�z�e�----,3 VON KARMAN A VENUE 4" FLG. AVK,G.V. 4"ADAPTER PLGXGT 2-Bn ADAPTER FL6X 6T .----" 1 I No. 040797 0 USE RPJ FOR D.LP., USE PJ AND T.B. FOR A.C.P. AND P.V.C,PER DETAILEB @INSTALL VALVE AND VALVE BOX PER DETAIL@ 103 LF.-f5' D.LP., RPJ CLASS 350 OR A.C.P. CLASS 200 OR P.V.C. C-900 CLASS 200 TEMP. 8,0. �JA. J3tc'll;IiD cRoss / 6" FLANGEx(RPJ ADAPTER FDR 0.1.P., x PJ ADAPTER FOR A.C.P. ANO P.V,C.) fj' FLANGE R.W.G.V. ( SEE NOTE 9 ) ( SEE NOTE 11 ) � 8" FLANGEx(RPJ ADAPTER FOR \ v ----ff' FLANGE R.W.G.V. D.LP., PJ ADAPTER FOR AC.P. c:, ( SEE NOTE 11 ) AND P.V.C.) ( SEE NOTE 9 ) )l[XJ+ I(VON KARMAN AVf.. f5' D.I.P., CLASS 350 ) lr<l1 ·�a" D.LP., cLAss 350 OR AC.P.OR A.C,P. CLASS 200 V CLASS 200 OR P.V.C, C-900 CLASS OR P,V,C. C-900 CLASS 200 __,/c:, \ 200 fl' FLANGE R.W.G.V, ( SEE NOTE 11 ) t;; \ if FLANGEx(RPJ ADAPTER FOR D.I.P., 6" FLANGEx(RPJ ADAPTER FOR w PJ ADAPTER FOR A.C.P. AND P.V.C.) D.LP., PJ ADAPTER FOR A.C.P.� ( SEE NOTE 9 ) AND P,V,C,) ( SEE NOTE 9 ) ::r: if FLANGE R,W.G.V, ,, RPJ C' 'SS __.-- �( SEE NOTE 11 ) 127 LF.-6 D.I.P., , u-. =350 OR AC.P, CLASS 200 OR P.V.C, c�goo CLASS 200 TEMP. 8.0, 0 DETAIL INTERSECTION B" 8(.tlJO FL/3 L-----------------------------....ii:.•_ _;R�IS�E�l?�PL�e�--,----------r-----------------------,�;;;;;;;;;;;;;;;;;;;;;,7:--,7"""'.T-o-:�-.::::::c------------------=:--;�0�A�TIE:--T----------==---------------------------r--��;;-�;;-;��-;��-;;;-;;�--1��;-:;:7 VEJ M • � Z./tS/93 ---Prepared in t1e o'.fice of IRVINE BUSINESS COMPLEX SHEET � oEscNED M.c. IRVINE RANCH R PROJECT ENGINEER I Church Engineering, Inc. RECLAIMED WATER 6 � DATE REVISIO'JS //-/14 -94 REJiiSED PER RECORD DRAWING DRAWN: D,M,\R.R,\K.P, w ATER DISTRICT il'� GREG --ASSISTANT DIRECTCR OF PLANN"G �i,!;;;�E��G Consulting Engicsern ��,�� Alton Ave DI STRIBLJTIQN SYSTEM OF � I 00 C I " R IRVINE RANCH Plannecs CA 92714 5'", I A-.1' rv1ne, a IJL,e, ATER DISTRIC '----� Surveyor• (774)66D-86D0 PHASE II & Ill PROJECT No. 38610 ' / -;j_ [=J====r======================r=====cC�H�E:CK:E�D�,--=�--__ L _________ ...:.. __________ -1��=��.L------------�----------------,L-�---------------,--------------_j---:------------1i31ssi�i"t;gs;(i2��1315SH06.dwg 6f12/92 - --.J a, - W-5422-S ----------�-. , ------�- -,--s ' '---.. -:r---t-~--�---'---�w,f��-r:-;......-...w�:;:::�'j:::=· -� ---·-:-------.-----·-. --· --·f· -·---�---- . �-�'.-�J�'._�-�'.;��t:�1��t�= .;.-.-.�:) -.:..�-----+ ... ;·-----� ---+----�----➔--.. ::+ �t-.. --'.'.i� -_-_t_ .. -:-::-:-i 40+00 41+00 42+00 -----T (DEPTH= 3'±) 1 0" A.C.P. W (DEPTH= 4.5'±)T (DEPTH= 3'±) E (DEPTH= 3'±) " ---)----• - <:.::._ 43+00 TEMP. 8.0, . --• � '----·----- ·····+· -,;;;;:.::,. _, +---- 44+00 45+00 • -:·�·:·:t.": .. ".'.'.'.'..'.(-,_ .. -t----- -------' --' -------;-------1,- ---�.:..-::-- - !:..."€; -� ;:1:-::::--'--�--�: .. """'��-. - _-_-__ --' ---· 46+00 47+00 ............ ---\ , -------r ------t------ 48+00 INV. ELEV.= 37.00 E (DEPTH= 3'±) G (DEPTH= 3'±) T (DEPTH= 3'±) PROPOSED 6" STA. 40+40.00 4\-------�A.R.V. STA. 41+96.19 ff' x6" FLANGED CROSS RECLAIMED WATERLINE TEMP. B.O, INV. ELEV.= 37.DO CAMPUS DRIVE Ve:-. [ DRIVE 4z+ao. o A.R.V. END OF THE LINE 6" RECLAIMED WATERLJ E ,PROPOSED TRAFFIC CONDUIT STA. 42�00 !I.'C.�·�-� B.O. .. � __ :::.. ... �\ff�•=-·-·;-·· ---cc2";;:±i;�:. STA. 42+06.19 ST. INTERSECT VON KARMAN AVENUE AND CAMPU DRIVE i/ ·, ... .,..; ;----�_,,-,�-,-� (" ( SEE INTERSECTION DETAIL HERE70N"")� :. : rv----, :·v·, •• c:::::;. -�STA. 43+50.00 A.R.V. TEMP. 8.0. 30" V.C.P. S (INV. ELEV.= 28 .45±) E (DEPTH= 3'±) VON KARMAN AVENUE 4" G (DEPTH= 3'±) TRAFFIC CONDUIT A.R.V. PROPOSED -�,. ' '¼,,. --·!' -�:, .. • --"-.. -.• ,_,__ "�� ., --.. -.. -�---. 13" V.C.P. S (INV. ELEV.= 37.15±) 30" V.C.P. S (INV. ELEV.= 29.20±) r'Y,;\\ ___ ,_... ,. ;,< .( --x:,_- . ---• : ---- --. ... +------� RECLAIMED • ,----------<--..-+·· ,. ---+--t----- -�::;,,:.;;;_-- ,----·t- ,. --{ • • ' t---�- ----)--_· -· --� --· ;--·,.' ----4-, .. --j -- _.,_ C --· -'::- -f-·--·--\----- 49+00 CONSTRUCTION NOTES 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL © 0 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL © WATERLINE 0 CONSTRUCT 2" AIR & VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL@ X oFESS/o �£.I iOA (';\ WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFIC SIGNALV LOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ©. USE RPJxRPJxF�FOR 0.1.P., USE PJxPJxFLG. AND T.8. FOR A.C.P.•SEE DETAIL Q:;0 USE RPJ FOR CD" USE PJ AND T.B. FOR A.C.P. AND P.V.C.SEE DETAIL ; ® INSTALL VALVE AND VALVE BOX PER DETAIL® 105 LF.-6" D.I.P., RPJ CLASS� -350 OR A.C.P. CLASS 200 -..._.__OR P.V.C. C-900 CLASS 200 TEMP. 8.0. OR P.V.C. STA. 41+96.19 8'' x 6" FLANGED CROSS s• FLANGE R.W.G.V. ( SEE NOTE 11 ) � / o' FLANGEx(RPJ ADAPTER FOR 0.1.P.,PJ ADAPTER FOR A.C.P. AND P.V.C.) ( SEE NOTE 9 ) 8'' FLANGEx(RPJ ADAPTER FOR � X _.......---6" FLANGE R.W.G.V. D.I.P., PJ ADAPTER FOR A.C.P. ( SEE NOTE �� AVEAND P.V.C.) ( SEE NOTE 9 ) )l[XJJI_,l><J I/ON , f1' 0.1.P., CLASS 350 7 T OR A.C.P. CLASS 200 __.,/· V 13" D.I.P., CLASS 350 OR A.C.P. CLASS OR P.V.C. C-900 CLASS 200 _../.CS. 200 OR P.V.C. C-900 CLASS 200 ff' FLANGE R.W.G.V. ( SEE NOTE 11 ) � 6" FLANGEx(RPJ ADAPTER FOR � D.I.P., PJ ADAPTER FOR A.C.P.)AND P.V.C. ( SEE NOTE 9 )---I125 LF.-6" D.I.P., RPJ, CLASS c':3 350 OR A.C.P. CLASS 200 OR P.V.C .. C-900 CLASS 200 f1' FLANGEx(RPJ ADAPTER FOR D.1.P., PJ ADAPTER FOR A.C.P. AND P.V.C.) ( SEE NOTE 9 ) 8" FLANGE R.W.G.V . ( SEE NOTE 11 ) if! No. 040797 ';\ TEMP. B.O. *,p. 3-31-94 C/Vll OF C�c * INTERSECTION DETAIL END OF THE LINE RECORD DRAWING L---------------------------r------r----------------T:;;=;:;;;;;;;:;;;;;;,,--= -='-:rt� ,:;-l� -� -�� O�� ·=· =��;;;�:======:::::::::��;"i��Aj""ET _! E9; .. =_,------:==:--F-,e-,c-ce -d -,n--th-e --0,r--ice_o __ f _________ l_�I R�V.;l;::;N;;E�B;;U�S;IN;;;E:-;;S;;;S;--;:C�O:M;;;P;;L-;;E�X-;-7�SH�EE�Ti-7�-No. DA TE REVIS'ONS � � _,.,,-, ,,, ,,, ,. , :·, µ..,,<.�11_-1� -'14 REVISED PER--'R."":Ei=-:c.c.::�...cc'R:.:=o -=o.c...::wA...:_:W,_:_:¼_cw._.c_'G _____ +--\-.:-�--t-□-Es_1c_N_Eo_=_M_.c_. ---. IRVINE RANCH 1'lr �� ANDREI oAN 0797 P,oJ EcT ENGIN EER Church Engineering, Inc. RECLAIMED WATER 7 � 1---+---+---------------t--�---DRAWN: D.M.\R.R.\K,P, WATER DISTRICT a...=:--Con'"ll;ng Eng;neecs 2501 Alton Ave. DISTRIBLJTIQ'N SYSTEM OF -;J, --,Ull.lllW1JJIII GREG H ASSISTANT DIRECTOR CF PLANNING 1rvine IRVINE RANCH Plonnecs CA 92714 57 I---+----+------------·-·--·--�--+------j CHECKED: A.I, Irvine, Calif'" ATER DISTRIC '----� Sucveyocs (714)660-860□ PHASE II & Ill -PROJECT No. 38610 . � c=r===:1=============-=:_=:_ ____ j_ ____ _j_:.'_=-=:::_�=-_j _________ __:_ __________ J..:�=�=�'.J__ ____________________________ _j _______________________ :-,.---------...l...--------------tt.3�1i55iSSf+HOci'77..didw;,gji63,/11122/f9�2 ii�'/; l sa i � r m � � z p, 0> W-5422-S -;- . f ---,-- ; 7-· . -+--·-{ < ,-----+----·-:=-; . "'" _ _:,,... . '. ---., ;;,,,".·-�-�---�;--- 49+00 ), /' "�--" ... , ::·:·:•:�,--- __ ..:, --+---, -�-,--------�-� ,C=,-----.-=i-.-,-�-�---.--,_--.vo,.,..,.�,-.,o•~-- -•• ·-· -··-··' -· ··--+--· ....... a ... ....... >�-... ----"" � " - ��-�-----;'.-.. ----j -----;-•. : · · �::-::.7,(--. -+-------::.:::>,.--+- 50+00 51+00 PROPOSED 8" MARTIN +-, DRIVE I : +---;.--· : �:..._, ___ :;,: RECLAIMED 52+00 WATERLINE - -�,,-�----.:.,,fe::v-.,.:�S--<�A.·'·:·'/ -.. -E .• ... ·+I n --·---------------�-·"·'"-------------::....;___;;·--·;;._;;_;_;_;;:-----· --_._ ------�1�>;�,�M�·-:::::::·,-.-.��--•��--•-<:;---�-�·,·?i·"-r' STA. 50+06.19 ST. INTERSECTION VON KARMAN AVENUE ANO MARTIN DRIVE e• VCP S 0 STA. 52+ 70.00A.R.V. 4 VON KARMAN A VENUE _ .. / ... ·--···) VERT: 1 "= 4' .•= 53+00 HORIZ: !"= 40' 54+00 REMOVE EXIST. THRUST BLOCK, ff' PLUG AND 2'-8" A.C.P. AND INSTALL 8" FLANGE x (RJP ADAPTER FOR D.I.P., OR PJ FOR A.C.P. OR P.V.C.) (SEE NOTE 9) CONTRACTORSHALL TEST THE LINE PRIOR TO CONNECTION. PROVIQE 2'59'59" DEfL,.4 (LT). ' ' "<• ', e·• »'" I X /,A-.k-o<'o�.':-/-�' -�-�' .-'"-..-'-.. ,.J�-'Jj-../,e;,__,A!,.:-..,.,-.., -·'-A.,.AJ-.J,. ···@·i·" ---==_='..': 7. -J;----'- --. ··-·-'\".:-.. ····"·"·'-··-C N 4 • 40'2 " Iii L u > .. ..... � .� .c::J , :; �< � " , .. ,, . .. , ...... . SEE NOTE -�·:·--3�b .. · .. : .. -,,,.£ .. ..,,.,,-.. Iii 55+00 -'=1e��'=---'--, .J I.&. L,J VCP p ' '",, ·······�-··- ----.-------....... ······+··-·--- .. - ; EXISTING 8" R.W.G.V.( TO BE PROTECTED ) DUPONT {.�. c--- i I iX,� DRIVE xp. 3-31-94 CIVIL OF C�L * ......... ···········-···+ STA. 55+ 71.78 ST. INTERSECTION '-••----.. ···-···•·----� ... ...... •··-. --••i • , """ vo.mo>»S .. �,o •••--•• , •- < --.•• . =t=;·_�::.:L·2=::.;·+· ··-r·::--,·-� . ..:_-:J: . :·---__ , ... '-, .. ,. .. ·>·---�-,,-.--- • "·-··· . -. ·-,-::::r: :,=J)#i�r •• �... " . . . .. CONSTRUCTION NOTES 0 CONSTRUCT i' AIR & VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL@ (;\ WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFIC SIGNALV LOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITl' TRAFFIC ENGINEER. 0 USE RPJ FPR 01P., USE PJ AND T.B. FOR AC.P.PER DETAIL EB @ CONSTRUCT CONCRETE ENCASEMENT TYPE "A",PER DETAIL ffi � AND P.V.C. VON KARMAN AVENUE AND DUPONT DR!VE 8" AC.P. -VERT£!EARING SURFACE HORIZ TYPICAL BEARING SURFACE CROSS SEE NOlE 3 31-'l�SPOOL 6f'UIG L TYPICAL PROALE REDUCER TYPICAL BENO MP!9N VJ'rTICAL IINO MINIMUM SIZE OF THRUST BLOCK BEARING SURFACE PIPE 11 1 /4• BENO 22 112• BEND 10• IENO TEE SIZE HORIZ. VERT. HORIZ. VERT. HOll:JZ. V'ERT. NOaJZ. VERT. HORll. VCRT. •• 1 '-f>" 1 '-61 a• 10• 12' 4'-311 C'-'" 4'-t,,," s'-�"TEE OR VAl.l/E 4R£1AR ENO CAP NOIII. VERT, 1 • -•·3•-0• ENO CAI' --..__TYPICAL ENO OF LM® OR 111DW CFFIHSTALLATION . see;: � -'3 ' ll8ll1 I, lKIIIST ILDCl IUlld UU lilll OIi Al.LOIIIIU SOIL IEAlld VALU( OF 1100 "' PIIUsut( Ml US ps I LUE PllSSUll MITN S'--0' COVll NINI ....... FOR IUIINI • 1000 p1f, 1.1 I AIU. SNOIII FOi IEAIINI • IOO p1f, 3.0 • AliA SHOWN Z.All lHIUST ILOCKS SMALL I[ CLASS •1• CONCRETE ANDPLACID H•INST UIIOISTIIIIU SOIL. IIISIQII [HIN[ERSHALL HTllllllC SUU IDT SNCIII.3.THRUST ILOClS ON CIOSSCS SILU.l I[ USH ONLY WH[N TMUEIS A STUI-OUT ON ON[ OI NOi( snu.4.IE!NfOat!NG Sl££L SIWJ. COllflllll TD ASTM A15 AID A3D5INl[IIMOIAl[ GIIAOE. 5, AT Al.L fiTTINGS A 3'-3' llli SHALL II 1NSTALLED 11N UCH SID£ Of TN[ FITllN&. •-CONCl[T[ SIIALL IIOI un,a IIITO fWil oa AOJOINU&PIP£, I THRU5T BLOCK DETA/1.5 RECORD DRAWING L----------------------------r--------,----------------,�;;;;;;;;;;;;;;;;;;�1-:,:;�;��}0t!u; .... �;��--��::::::::::�2�/��A1�1l.E:::9i.3i_T------:::_::_:__:-:-P,-ep-ar-ed-in�t�:�o�rn-ce-o-:-f ___:_N.�. t.,;. T .::: -5 ::..., -----r...:..:. l�R�V�I N�E;:,.:B�U�S�I N�E�S�S�C�O�M�P�LE;X-;---r.s�H�EFIE;TrJ§No. DATE REVISIONS DESIGNED: M.G. IRVINE RANCH � -PROJECT ENGINEER · .; 11-1e,-94 REVISED PER RECORD DRAWIAIB !L ��4 Church Engineering, Inc. RECLAIMED WATER 8 r-: DRAWN: 0.M.\R.R.\K.P. w ATER DISTRICT it°lll"ll!lfflll" GREG ASSSTANT DIRECTOR OF PLA�SING � :C� �'NG ConsulUng Engineers ��;��Alton Ave.DJSTRJBLJTJQN SYSTEM OF �IRVINE RANCH Plo,,n ors CA 92714 Irvine, Calif'.. ATER DISTRIC Scrveyors (714)660-8600 PHASE II & Ill -PROJECT No. 38610 57 ;z; [=t===1====================---L ____ J_�c:H:E:CK:E:D�=-�A:·1�·-_1 _________ __:__ __________ J..:�===�j_ ___________________________ _j_ ____ -:-_ _:_ ______________ -;-________ ____i _______ -: _____ �1123ii"1s:sssiH«Oie8lc.df.w;gg76J/'i:12�/is9i22-, - W-5422-S - --i '"-----,:. �. ----�--.. ' • �- ----l-- .. f··-, .. 100 +00 101+00 --" ' ·-·--·---.--. . .. __ s:::.-:.=. _...:J :·. -+ ------c:':-:'·i----- -· � .:·:-::' 102+00 PROPOSED 1 O" RECLAIMED WATERLINE-"' ....__ VALVE VAULT ••••• ·j.::___::< � -f--------J::::::: '.... . ..•..•......•.... L -�-·�- . ___ ,, --__; • • " ··-<------·--- -----!---�·-·-_____ , ____ '. "-,-- 103+00 i---- 104+00 ········+·· rE ...... , ITEf-=1¢--, l·---__ ,. __ _ 105+00 ...... -.... ·+····--. VERT I"= 4' HORIZ: 1"= 40' CASING THROUGH GIRDER r------REMOVE EXIST. PLUG AND T.B. \ AND CONNECT NEW 10" D.1.P. OR AC.P. TO EXIST 1 O" A.C.P. -···· \.. RECLAIMED WATERLINE. OPENING SAN ' 101 -+----'111'---'I �-+·: +----1_9=2-' ----- .,_.::-=:- STA. 101 +42.00 A.R.V. 10• l-45°GTNND5 '---IG" AVK GVGT ffi ,o.f{+--t\hT T-- I FLG TcR·FLGxGT DUCER FLG 1-405DIEGO FWY. --- EXISTING BOX GIRDER , ... .-,0 -'"" ..,,,,.,,.,..- NEW 16'' STEEL CASING PROPOSED ff' ·.";' --','F--l--" ..• ,..---+---,-- l I I �""' "'1'2 U1 z :ftl §2 e: < 0 -C 1 5 / __ J :;i ''.4Vk' GV FLG & � � � 00 W "1 '-' - 0 ... ir + '° "' 0 u.. -o �� l 106+00 CASING THROUGH GIRDER OPENING =,'M=��••"-='="0--. ---- ---·-·---- 107+00 �-{-·-·· ----�--(- ----j -----l 108+00 �-PROPOSED 1 O" RECLAIMED WATERLINE --·-- "' 1 Q7 ---��-+�I-�---;-1 Ql'B=----i-- /-- --·· -·�;., �--..:.:..:._,.., -•,.;;:·.:,-,�: '",-°". ,-::: _'0,: :1:,:� __ {":."" �r-,1 ,�-.,. ,. l; ,� j , .. , • "'" ·· · ,,.STA. 105+65.00 A.R.V. VALVE VAULT VON KARMAN AVENUE 8"x10" REDt.lCER FLB/0° ADAPTER FLexer IA ··""''"":'.'.:''" .. ,-·• 109+00 1 .. -···<-···· .. ····•-·-···· ,. '<--· ·-I <-,�-·.: CONSTRUCTION NOTES G)CONSTRUCT 2" AIR AND VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL ffi 'QP @ PIPE SUPPORT LOCATIONS SHOWN ARE BASED ON NOT TO EXCEEDCALTRANS MINIMUM PIPE SUPPORT CENTIER TO CENTIER SPACING REQUIREMENTS OF 10'-0", AND TO AVOID INTERFERENCE BETWEEN SUPPORTS AND PIPELINE APPURTENANCES AND BRIDGE COMPONENTS. THE CONTRACTOR SHALL CHANGE THE SUPPORT LOCATIONS, IF NECESSARY, TO ACCOMODATE FABRICATION OR FIELD INSTALLATION REQUIREMENTS. TEMPORARY ROLLER SUPPORTS SHALL BE ENCASED IN CEMENT AND CONVERTED INTO PERMANENT SUPPORTS BUT AT NO TIME SHALL PERMANENT PIPE SUPPORT SPACING EXCEED 10'-o''. OffSS/ Rt.! I fl No. 040797 3-31-94p. _____ ., CIVIi. OF Ct,.\_ I • c 1 • D IRVINE RANCH Plonners CA 92714 57 Al rVlD.Si, 8 1.1. • ATER DISTRIC surveyors (114)660-aBo□ PHASE 11 & 111 -PROJECT No. 38610 z [=Jc==========================r::__ ___ ....:1-: C : H : E : C � K : E□:= _ _::· -�_L _________ .:_ __________ _J�====�.L _____________________________ L _______________________________ __JL_ _______ :--_____ 1i31ssi=ioidi;gs:112�,1315SH09.dwg 6/12/92 - W-5422-S ----·--·------+-.. " "i -- ' --- -i--• �y: ... ?.�tr ... ::�� ; 109+00 110 +00 j ~�---�•�fl•�t.··-1-· 111+00 / . . 112+00 113+00 STA. 112+64.32 ST. INTERSECTION VON KARMAN AVENUE AND MORSE A VENUE MORSE AVENUE ��\ I •I \,·-,'"'if' •--... ◊---.,_ "" l '/ 1 () MORSE AVENUE -.--·---·--""'"' ., ·<1-- .... --" :itr, .. • • . ------<-----;-.--,- ---,, :--•-----;---•-"'" r. 114+00 PROPOSED 0 LJ ,./ �}':\..I' "h:;\/ � +..., 1 o" VERT: HORIZ: 1"= 40' RECLAIMED ............ ----.. , .... 115+00 WATERLINE )�/ --------• ··----+----- . ,. --�-·-,-=----·-'-- 116+00 =-="TE='M�P�. �Bc"'.O=. c-,,cr,\ SEE GENERA L NOTE f9V ON SHEET 2 117+00 (DEPTH= 3'±) (DEPTH= 2.5±) 24• R.C.P. SD (INV. ELEV.:'. 27.�0:!:)c----48" R.C.P. SD (INV. ELEV.-13. ,0) �-3" PE G (DEPTH= 3'±) -..----1$ A.C.P. W (DEPTH; .. .4.5:±..)'° == 4�., REP S == == == == == ·-�"'''"".. -··-· --i--··- 118+00 "' 1 8 --�"r" -".'" ------1------, -·••; _..,__---- 119+00 1 0 ... _\_1.r', '= ---�;'TI]'r----.c.__;;{fY )fl'": { /_✓ '·, • '., ,J- __ , ____ _ . -; ---- .,..,,.,, �.-1,-� • ----�-)-----' CONSTRUCTION NOTES G)CONSTRUCT TEMPORARY BLOW OFF ASSEM BLY. SEE DETAIL G)CONSTRUCT BLOW OFF ASSEM BLY. SEE DETAIL <Ji) (';\ WHEN CONSTRUCTION DA MA GES OR DESTROYS TRAFFIC SIGNALV LOOP DETECTORS, THE CONTRACTOR SHA LL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFA CTION OF THE CITY TRAFFIC ENGINEER. © USE RPJxRPJxFLG. FOR 0.1.P., U,ry-/JxPJxFLG. A ND T.B. A .C.P. OR P.V.C. PER DETAIL W FOR No. 040797 xp. 3-31-94 'ST. t STA . 109+64.32 -B.C. STA . 115+40.00 L-,...-,"'==-�-----13/0 ';(/(} x TEE i---'ST:,CA::'.::--'-:-11=2-:=+8"::0-:-:. ___ oo:-:::::-:='--B.i::O,--. �----/O"Jt/O''i<.4" TEE FLG "" o FLG.AVK.G.V.o ADA PTER FLGXGT2-19" ADAPTER FLul(OTSEE GENERAL NOTE #9 4"-90° FLG 8EN0 ti ON SHEET 2 4" AVK GV FLG DELTA PIPELINE / i CURVE DATA 4';.-13" REDI/CER FLG KARMAN AVENUE RADIUS (FT) LENGTH (FT) TANGENT (FT) 400.28 200.80 DATE REVJS!ONS //-/' -q4 REVISED PER ReCORD OR.4WIAIG DESIGNED: M.G, 8'TEEFLG VON @ 11'22'55" 2015.00 �;; �iff 22 RECORD DRAWING @ 1 r22•5s• 2000.00 L-------------------,---.--------:-:==::-,-----�zl-:11�0;A;DA�-�Par.�. F.t,:.::�G1:,!K�G[ZT:_ _____________ rr==;;;.;�r--:::?7-:if'::-:----::::i=:-:-:-------------=-�DA�T�E �:-i--------===-==::::-:::-:------------r:.a...��:;;;��-rs;H�E]E�Trl �=�,' �d'i"'"1l>...,L•"'----Z.Ll'S-/"13 �-� P,epaced fc the office of IRVINE BUSINESS COMPLEX � IRVINE RANCH ,1:::�w ANDRI IDAN R.C.E.4Dil PlfOJECTENGINEER -��Church Engineering, Inc. RECLAIMED WATER 10 � 397.30 199.31 DRAWN: D.M.\R.R.\K.P. WATER DISTRICT �ffll'lfllhJ' GREG HEI .E. ASSSTANT DIRECTOR OF 0LANNING &Consulting Enginee,s ��;�� Allan Ave.DISTRIBUTION SYSTEM OF ;;'; I " C I" e IRVINE RANCH Plonnecs CA 92714 57 CHECi<ED: A.I.l"Vlne, a lx.ATER DISTRIC Sucveyo,s (714)660-8600 PHASE II & Ill -PROJECT No. 38610 z t=t===1=================:-====r=====J..:�::::__.:_::'.:_ _ _l _________ -=_ __________ ��J_------:-.:-. ----------------------1-------------------------------�--------------11:3ii'155SSIH,�100:C.df;w;gg66i//'i:122,/is9iz2-; - W-5422-S ........ -· -+··-····. --·-- ··+··· .... , .... ...... -·-·• .. -l-•-···-· � -• ·-·-�· '"-··r-·�->-- 119+00 ........... ··--.. z ---•-T"" ____ ... .,..--. 120+00 PROPOSED 1 O" RECLAIMED WATERLINE - -l ... .. ····-···--, ... +--- 121+00 122+00 --,j.:·-··-. ....... .:, .. 123+00 ........ ··········< ... ,,..,,_,, --• Vh ----)·"·-. . -, - -··-···C··-·····+· -· 124+00 WATERLINE . .. . , .... ··<··-·-·-. -·-----0-·- VERT: HORIZ: 1"= 40' -----'·�-.. ; ----1�---- - -·---·---.·---- ----.. , ....... _,_ --..... ·--·--- _i ___ -· ----' "� --:,_J::._,c:: "'" "' � -�::==:;±;;� ......... _._,,_,, . ; -. ::=�f -��----------------··-- �rn• •• � ··•= -�r �-'F"" --;�"-·-• , ....... ,....,-.;. --1· ___ .l,. .•. • ,____ .... ··-···"''·- 125+00 126+00 ---+--------,-------• --. . .. ... . ..... 4··--.. 127+00 �:�-·-· --� .. �----}. \.' (· ' 128+00 "' .......... 1 .............. .. 129+00 - ..-.j --+-.------···t ··.,-,, "· --""'"'." ·,. .. ,. ,.,. •.• ----- -·-·-·-1-···-··-+---··- CONSTRUCTION NOTES MAIN STREET �--PROPOSED 8"(SEE RECLAIMED SHEET 22) --PROPOSED 8" RECLAIMED WATERLINE G) CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL@ G)CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL @ 0 CONSTRUCT 2" AIR ANO VACUUM RELIEF VALVE ASSEMBLYSEE DETAIL@ 0 0 N40'38'11'E A.R.V;. T, . I Of50.00 ffi !OK 8' R£Ol/Ct:li't;T!iTA. /Z0-1-90-00 PROPOSED 8" RECLAIMED (SEE SHEET 22) WATERLINE STA. 120+98.92 VON KARMAN AVE . . STA. 118+35.77 l,\AIN STREET ·--- MAIN STREET ffi 8",< 8" -Gl?-055 FLG 4"x 8" AVK GV FLG 4''x 8" ADAP1€R .F1.6X6T 8"x 8"><4" Tee FLG 4" - <;o• FLG BEN 0 4" 5POOL FLG 4'' AVKvVFL(j 4 "X B' ReO!/CER FLG s• ret:: Ft.0 8" BLIND FLG 8" RISER. FLG ,'"{--.,.._;;.._ . ..;., ,;;_,··---z· ..:.. SEE INTERSECTION DETAIL HEREON FOR ANGLE POINT STATIONING STREET Cf. INTERSECTION STA. 121+15.53 VON KARMAN AVE.= STA. 116+55.85 MAIN STREET ----· .,, .. --······· - _.'->' VON KARMAN A VENUE No. 040797 Exp._3 _-3_1_-_94_ 1 "'c:: ·--,��·--�- T {DEPTH= 3'±) &ST,4. 12 f50 1 o" x fl' REDUCER �(SEE NQT£9) \ Hi" 0.I.P., CLASS 350 \ I OR A.C.P. Cl.ASS 200 OR P.V.C. C-900 CLASS 200 N 40' 38' 17" E ST. It STA. 120+82 .. 25 VON KARMAN AVf..• ST. <;_ STA. 11 B+ 29.54 MAIN STREET DEFL 4 23°19'35" RT. ( SEE NOTE 9 ) 0 WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFIC SIGNALLOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION ANO MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 0 USE RPJxRPJxFLG. FOR D.I.P., USE PJxPJxFLG. AND T.8.FOR A.C.P. OR P.V.C, PER DETAIL EB 0 USE RPJ FOR D.I.P., USE PJ AND T.B. FOR A.C.P.SEE DETAIL EB 0 INSTALL VALVE AND VALVE BOX PER DETAIL (]i) @coNSTRUCT AIR AND VACUUM RELIEF VALVE ASSEMBLY. SEE DETAIL ffi Qy ff D.I.P., Cl.ASS 350 OR A.C.P. CLASS 200 OR P.V.C. C-900 CLASS 200 ST. <;_ STA. I 2Q+98.92 VON KAAMAN AVf..= ST. 'i. STA. 118+35.77 MAJN STREET ff FLANGED CROSS ,-----"B"-".O"--. ---::-1 2SEE GENERAL NOTE #9 ON SHEET 2 S+. (l 6:r:I\ 121107.60 VQN l(tRHltf:I oq;, &"F. � s:F,P,. 118135.77 M,\:Hl SfRE□45· il6Rll. BEi�e RT. ¼' �-f Mt,, ( SEE tdME 8 ) ff FLANGE , RPJ ADAPTER ro� •�/I 11-, II 0.1.P., PJ ADAPTER FOR A.C.P. 56. ,p\.. . AND P.V.C. ( SEE NOTE 9 ) _ fl' FLANGE R.W.G.V. �'1, ,!i'-:i'·�··;·;�?a�:-:::-------.-===( SEE NOTE 11 ) \\ ''\/,.:..I /i:.'ROPfi}:,,,, ff D.I.P., CLASS 350 �"'\__ P.V.C. c-aoo CLASS 200 N40'38'17"E,v ,,,,,--OR A.C.P. CLASS 200 OR '1, - ff Fl.ANGE x RPJ ADAPTER FOR 6.J' S P.V.C. C-900 CLASS 200 ___-0.1.P., PJ ADAPTER FOR A.C.P.?• 5 :f <-AND P.V.C. ( SEE NOTE 9 ) � � ,;1' � � ,IS fl' FlANGE R.W.G.V. '' ( SEE NOTE 11 ) ST. STA. 121+15.60 VON KARMAN AVf..= fl' 0.1.P., CLASS 350 ST. <;_ STA. 120+90.25 VON KAAMAN AVE.= ST. It STA. 118+35.n WJN STREET &11�0 RT OR A.C.P. CLASS 200 OR P.V.C. C-900 CLASS 200 ST. 'I. STA. 118+41.91 MAIN STREET BErt A 25197J5" LT. ( SEE •je=F[ 9 ) ( SEE NOTE 9 ) INTERSECTION DETAIL LN-o-. --DA_T_E ___________ R-EV- I S- I O_N_S __________A _P_P_R _OV_E_D_r--------,-------------------r-:------;;;;._;:-r-(-:::;;;:,,-or A<. --;;-,--;�::,---------------z-/"f\ol'.r,A�'f;/-:'1�37--------�-=--=--=--=-�--P,-ep-a-,e-d-in-t-he_o_'f-ic_e _of-----------7r--�IR:-:V:IN�E;:-::;B;;-U::S�l:N;:E�S�S;:-;C�O�M:P;:--L;E�X;-. -7-S;;-;:H;E;E;T;:-J�3 11-1G-C/4 REV/Seo PER R..;coRo ORAWkVG cEsiGNED M.G.IRVINE RANCH f=i ANDREI I PROJEcr ENGINER Church Engineering, Inc. RECLAIMED WATER· 11 !;;; RECORD DRAWING DRAWN, D.M.\R.R.\K.P. WATER DISTRICT �� GREG ASSISTANTDIRECTORQCPLANNING&i'G�R�G ConsultingEngineers �e,��AltanAve DISTRIBUTION SYSTEM OF -;;:, Irvine, Calif'" 'm�ED�,�� .___ _ __,J :� 0,�::::. ,;,4):�;�48600 PHASE II & Ill PROJECT No. 38610 57 z[=Jc===1===================---------.:_1._ _____ Lc�H:E:C�K=ED�:--=A�.1.�-L-________ ....:._ __________ _J�====�j_ _____________________________ L ____________________ -=-__________ _;jL _____ -:-________ rri5SHi'd;g-6'ii2� , 1315SH11.dwg 6/12/92.., o1 -- W-5422-S · ....... (''" ··-·· .. ·· ··�··········\_:-.::._:·· = ... ,......... ·-·:0k�-t:.:��__;-:�-:::+:: .. :..:.�:::��:;�·---:; r . -_ _;__ .... !···-.. ----y-----,--·-·-'.--t--· 129+00 . ---·, -·-· .. .......... ··········<:- - 1·· -.. ·i- .·(--···- :.L... ... ·i--·---1 VERT: !"= 4' HORIZ: !"= 40' ...,,_ . .. ---,, ·-�-- 130+00 131+00 132+00 133+00 134+00 135 00 136+00 PROPOSED ·J,'.f 8" RECLAIMED * :;..� 3;:-f ---Y 132+10.00 x8 x4 TEE FLG.4" AVK G.V. F.t.G 4" ADAPTER FlGXGT z-8' AOAPTeR FL.6 ><GT TEMP. 8.0. g � SEE GENERAL NOTE #9 g 'b ON SHEET 2 ;j, o ,..., 8E (DEPTH= 3'±) -----. 1n � VG (DEPTH= 3'±)------.. vi 'if WATERLINE J T (DEPTH= 3'±) ---� "" ffi � 0 I I i"":_· 16" A.C.P. w (DEPTH= 6'±�)��\_..:::¢�""-4�:;: . •' ,,,.,,-=·· ·=···=·· =-� ;�� 0 �_JJ"'------,-____ ::::c__ __ ____::,,A��-+-'"-------+----t----�-4-.'":,.,,�.,.' ... "'•,,r '---.::2,½_t--�r--r��z+--......:.�•,-.·.·'·," v· ,; "· =-, I· • ..... ; -0""""'···-··-• ,S, =---,-.�.,"••".�.,�.� \�,--·· ·-··-t· ' ,_.,_:::� . ..--··· J·--· --.,.;,,-·�-·-·- ... N 40'38'17'' E 40'38'17" E 1 2. CT w '·"~�� .. ��----.. � ru � � • ru ... ?; .. <c"'W -'-- -·------c--·- • <.0 " \✓ :-• -·-+·---_...,,_"_"" '" .,. .,_,,. ,--. -\ 137+00 fodl--A.T.& S.F. R.O.W. (25') 0 0 a lli--!-----+-----10' \/CP s,4.,...--f---at----------.-+---T' ----�-1-----.lc.= .. -·· �+---�� ==== ---,,-;,-10' YCP S--.-+ ... -.. • .f_•=•·----,··· , ... ..... .,.. 1-wwI (/) ww (/) . 0 0 + w O'l :::, N z� w.> <(<( 1-(/) <( w :::; z et:: _j <( ::.:::::r: u z lo <(>:::i; . ., vJ; . .._ \µ/ 10' V.C.P. S (INV. ELEV.= 24.0o±) E {DEPTH= 3'±) DRAWN: D.M.\R.R.\K.P. --------+-------CHECKED: A.I. TEMP. 8.0. 3 STA. 134+20.00 x x4 TEEX F.tG 4' AvK G.V. F.t.G 4' ADAPTER Ft.G II GT Z-8"ADAPT€R. FLGJlGT 2-8°45°GT�)' (? :Lb,. VON KARMAN A VENUE " .. ii 8Jl8J<4 TEE GT"FLt; 4-90' FLG BENO4' AVK GV FLG4" 5POOL FLG 4"x8," REDUC!cR 11 If CTI b+ 0.."' "" 8Jl8 TE£ Fl.G 8" BLIND Ff.t; f," RISER FLG 138+00 TEMP. 8.0. SEE GENERAL NOTE #9ON SHEET 2 �-6" G (DEPTH= 3'±) �-T (DEPTH� 3'±) .............. (. .... 139+00 ••••-•~vw,m." • .,�·· .• _,_,~ v.:..:;:L.�-�•" -t ··:::...:�,-· -; .--,._...,+····· -••},-••·- j::::��.:.�..::.:.:-�: ��.i:-��.:t;::.;j::- . ···-···· .. CONSTRUCTION NOTES G)CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL EID G)coNSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL ® @ BORE OR JACK STEEL CASING PER PLAN AND PROFILEAND DETAIL@ 0 USE RPJxRPJxFLG. FOR D.1.P., U�PJxPJxFLG. AND T.8. FOR A.C.P. OR P.V.C. PER DETAIL W PROPOSED 8" RECLAIMED WATERLINE OfESSIQ ,'-\cl I STA. 137+30.00 x x4 TEEXF.t.G 4" AVK G.V. Ff. G 4" ADAPTER FLGJ< GT t-8"AOAPTER F.t.G,aJT RECORD DRAWING PHASE II & Ill /1! No. 040797 <;; xp. 3-31-94 * C1v1.\.. or c111., PROJECT No. 38610 57 � 1315SH12.dwg 6/12/92 W-5422-S No. .. ____ , __ ----·-·----)----- .......... 1'" VERT: I"= 4' HORIZ: !"= 40' -i-- ::r �.:7�-� ·::-�::_...:...;j __ . ___ _ ----+·---- • ----.. 1 ·7 -i / __ w, --., --i--. ·······+-··· 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 DATE N ,- 1-w L,J I (/) ww(/) 0 0. 0 0 + wm ::>l"l zw.><: <:1-(/) z <(W �z � ..J < � ::r: (.) ZIO<t >::!: 9 //-/(,-94 REVISED (-· .. I I �-�[g ·"s. .. I � ..... ��0_______. ,.,,. <:"""'--'-rr:::'====,=�FH + I 0 6" G (DEPTH= 3'±) ----� T (DEPTH= 3'±)-----� 10" A.C.P. W (DEPTH= 5'±) 10" V.C.P. S (INV. ELEV.=23.88) 6 G �-- • •---10· w -·----��--�--· _J"'f.� �l--·-��:-~,i--TS?-i.,s· w---T'_,·-t_"_·_··_-·-4�--·_- -+ __ _ . .. ---------------"--��,.-�� ,.. )::".==·r==---.::!.. .... .,,, • m- __ ,, •• •• +-�••"',J)._,,, -"""""r,�-••• � .,- • ·'+1 �--<ibs+--141 ._ ··•··· -�-7· .;...AJ.L.d'::.':'.c <\. :".'J:'.. I'\ )J:= ··-···--'--, 5 33 J '·},, -4 . .:.:::·' STA. 143+68.44 8" ADAPTER FL6 /I GT �-AVK GYFLG. lJ"x 4" TEE FL G 8" ADAPTER FLGJiGT TEMP. 8.0. SEE GENERAL NOTE #9 ON SHEET 2 i I .,., -- , ··. fl. : 1 I I •• ••• ❖,.( ,w:':.,;: . .. . . ==��□��,,.;;.;,,,;,;.:= = CJJ --( .-' -E -, � _,;/c;>, ,,. --¼-----------------.,-=··.c·c�'.s.,. ==--- ,,; '��;::�-��-=-r·· -� =�� .:,;-. f � � --�- I I �-,.•• Y"\--. -/ :.0"·,.··· ;, -,,.::Yc\:_'--_.J \,,-).\,.• • er".· -··'\ ..... l�"·.:.�-,....,�--::_ .J-..,,•,�,·v'' -. - -"T"""'"= � --� ---.,, ~-... �,. ---0------16� W --------- ···-····· ··--· .-,.--- 1 t6 ... +... �. --+- • f·;_: � .. --'-'1 t1"-7- --� ---·----_.c_ ��-�7,ri· ' 1 tB--�--1---"'· -.L7· __S• isTA 143+70.00 {}><8Ji4 TEE 4" AVK GV FLG f" ADAPTER FLG><GT 1-----' VON KARMAN A VENUE PROPOSED 8" RECLAIMED VCP S ------ WATERLINE "' N 10" VCP S -----�------- --;�--__:---E._�-;;:::;.,, -\-:r _,�=i;:.¾.c'. z,·· ---,··'·:'' ------'-·-··-. PER RECORD DRAWING DESIGNED: M.G. DRAWN: D.M.\R.R.\K.P. CHECKED: A.I. IRVINE RANCH WATER DISTRICT Irvine, Calif' .. ft ..Hll]1!!ffijf,,. IRVINE RANCH ATER DISTRIC PROJECT ENGINEER DATE -z./1t./ '13 L z. '' ASSISTANT DIRECTOR OF PLANNl�G & E RING Prepared in the office of Church Engineering, Inc. Corsultlng Engineers Planners S:..irveyors 2501 Alton Ave. :rvine CA 92714 (714)66D-8600 -----+--- -----i - • ············+ ------, ___ ,,, __ " __ <::t CONSTRUCTION ............ .,. . NOTES 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL®0 USE RPJsRPJxFLG. A.C.P. OR P.V.C. FOR PER 0.1.P., USE PJxPJxFLG. AND T.B. FORDETAIL EB 0 USE RPJ FOR D.I.P., USE PJ AND T.B. FOR AC.P. AND P.V.C.SEE DETAIL EB ::JffSS/0 i).r.\ I &ff'I °' No. 0'0797 "° i RECORD DRAWING IRVINE BUSINESS COMPLEX RECLAIMED WATER DISTRIBUTION SYSTEM SHEET 13 OF PH ASE II & Ill PROJECT No. 38610 5 7 z -; 1315sh13.dwg 6/12/92 - W-5422-S ------+ -··-· -··- ....... (. 149+00 150+00 -...... + ---- -�.-. ---· -· ,;,_ --\----l-- ��-=1::·· ·•··· -.-⇒-· :._. . \�,.. .. ,, .... ····--' .. -'•• .. � .. ,__ -1 151+00 .-+----·, ........ j. -··-· 152+00 -·-····(-·-·-·- • ·-. ---t'"�· -···-J······--�--·:;;+ --· +·--· ----·•-·..\ •• 153+00 ST. � STA. 149+55.00 VON KARMAN AVE. A.R.V. 4 • PROPOSED 8" RECLAIMED WATERLINE (SEE SHEET 27) it INTERSECTION STA. 150+16.85 VON KARMAN MCGAW AVENUE STA. 12+00.00 MCGAW AVE . 1-!,.A.li...tI U') 0 0 9 ---V/ / 0 • 17 I Z-81145'6T BENDS /;:.. �· • I I MCGAW AVENUE a"x8" CROSS FL<J 4-8'' AVK GV FLG 1.:-. 4-8" ADAPTER FLGxGT I.!..;,. PROPOSED 8" RECLAIMED WATERLINE-_:,. (SEE SHEET 27) No. DATE REVISIONS VED l-<:�--"�2:....��----,---=-_.c:=c::'.'.c='::c:::-;:c-;:-;-;-:;;------,--'-"--j��""--1 DESIGNED: M.G. II -/G-94 REV/SEO PER RECORD DRAWING DRAWN: O.M.\R.R.\K.P. AVENUE= i-·--·-•·-· -·--. -·· VERT: 1"= 4' HORIZ: 1" = 40' 154+00 STA. 154+ 15.00 x8 x4 TEE GTX FLG4" AVK G.V. FLG 4" ADAPTER FL G X GT 155+00 TEMP. 8.0. SEE GENERAL NOTE #9ON SHEET 2 A.C.P. W (DEPTH= 5'±) T (DEPTH= 3'±) 1 t' V.C.P. S (INV. ELEV.= 22.3o±) 3 Z-B"AOAPTcR FLGK/9T . ' ,.. " ., .. . .. , ..... ·- j-· ·- • -· - -- --- ---·· -i-·- -. • ,_ . . ,· ·, 156+00 157+00 PROPOSED 8" RECLAIMED WATERLINE ---·+·-·---·· ·�-. 158+00 159+00 .•. ·-···-··-···--··l-··-···. ' �---·---+--,--- CONSTRUCTION NOTES ----)--- 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. 0 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL SEE DETAIL® © r?\ CONSTRUCT t' AIR & VACUUM RELIEF VALVE ASSEMBLY. V SEE DETAIi @ � WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFIC SIGNAL\.7 LOOP DETECTORS. THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 0 USE RPJ FOR D.1.P., USE PJ AND T.B. FOR A.C.P. AND SEE DETAIL EB ® INSTALL VALVf_ ANO VALVE BOX PER DETAIL@ INTERSECTION s• FLANGE R.W.G.V. ( SEE NOTE 11 ) DETAIL P.V.C. SHEET 14 OF 1/. tli i" . . "'\:, W-5422-S - -.... ,, .. , ..... --1----�- .•-:._.::::t;j ':'� _-. .,. '.. ... . " ·······y··· ··--+······- """ .. ,. --, ____ �-- --·-,--- .. ... .. .. ..... " ......-·····-'.·- ·'?· ::+�.-·.: f . -..+ ��-:· --,--..... ��·-· '. � ·� __ --.-.-i.:::, _;..,._; . ":]::::_ .. ---, .. --•:i:::-··-J ....... .>II)'t'� ---. :t VERT: HORIZ: ----1 ·--. -t r1= 4' ---·.1 "= 40' ,, ............. -- �m,·, ....... -+-·--···+ ----·-·t' ---- .... ··.t:� �:1::::::: .. '."" ::.� -----1·· ----�----· ----• ...;:,:_:r· -,- --'---r-•• ----·----r"----+·---+·----· \ '""''"'"""-:- , ••• :...-.:.;'.·''"- . .. " -"--· ··· � --+I···-· +·· -i·---.,. -; :".::.E-.:t:-':: • --��-< -·--·· ,-·-·---··-+···--· ,._'..::.j::..:.:.�.,+..::=t��-:::::::.· ·:t:::::.:.......:t: ···ii-, = • •=•M=,-� -·---{--·=·�--�� ------..... --·-. , .. -·--, .. ...................... , ..•. ,.. . ..{ ..• .i ..... ,�, ---'--=----- - ••----:;,,•=v ---.. -{; '..••';''" 159+00 161+00 162+00 163+00 164+00 165 +00 166 +00 167+00 168+00 169+00 CONSTRUCTION NOTES ,,....._ tw LLJ I (/) w w Vl 0 0 0 0 + w er, ::, I.{) z .... w.> <(<( r-Vl z <( w::i,Z 0:: ....I <( � I uz ro <i:> ::i: PROPOSED 8" RECLAIMED (SEE SHEET WATERLINE30) i INTERSECTION STA. 163+36.09 VON KARMAN AVE.-STA. 12+00.00 ALTON PARKWAY 0 STA. 162+00.00 "·•--�--- I ALTON PARKWAY f ·; ,I\ ...... ---� "-' •• ... '""' . -- �--,---�i ��-� ---1�,-i'-· ._,>- - +=-J+-: -�-______ ··_··+-_-"_)'____.,·'�ct=·,��"='�/ "'----_,,,,"'I i' I I I (rj�:5tc;;;; ...._ _ _..._ ·::--·c7c-·---�b"' _:;-, ��. -0-'I;,: . 31: +-' .m ir=g-+� -++'·'�-,. -+-• -�¼-�o_·=--· -·_· ·-�·-c±�.c+-. �-I 1 �1_ [, " I I 15" VCP s -�-------... +-.--.-,1�-,·�., .. ---------·'"""� - (I) :JC n_ �---"c- -.�·� ----~ ---�-ZJ ��:.."' _;_:,,_,_ .m -"'.!"--S --__ ,�r_· - --3➔-:- PROPOSED 8" RECLAIMED (SEE SHEET WATERLINE 30) ·1 3 4 • , ,,8 "8 CROOS FLG 4-8' AVK GV FLG \ PARKWAY 4-8" ADAPTl:R FLGxGT .. l5"· -VCP --S ·· SEE GENERAL NOTE #9 ON SHEET 2 ST. g;_ STA. 163+53.09 VON KARMAN AVE. ST. (1_ STA. 12+26.00 ALTON PAR'r<WAY .m ( SEE INTERSECTION DETAIL ON SHEET 14 ) -------15" VCP S --------N 40"38'17'' E ST. STA. 168+00.00 PROPOSED 8" RECLAIMED WATERLINE 00 0 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL ® @coNSTRUCT 1" AIR & VACUUM RELIEF VALVE ASSEMBLY. SEE DETAIL@ 0 CONSTRUCT 2" AIR & VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL@ r.;, WHEN CONSTRUCTION DAMAGES QR DESTROYS TRAFFIC SIGNAL\'.:.) LOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. p.3-31-94CIV\VON KARMAN A VENUE L---D-A-TE__________ R_E_�-S,-O-�S---------------�=D-,------,-------,----------7-.;.,;;;;==,T:]e;;��:��f;�-��;�!;��i1Z✓�J�}Q1�T�E�9ijLT---------��:-P-,e-pa-,e-d�in-t-he-o�ff�ice-o�f-----------r-�1�R�V�I N:;;E-;;B�U�S;l�N�E�S;S;--;C�O�M�P;L�E;X-;--TsSHH;E�E7Trlg ';· 11-1• -94 Rev,sEo PtR RCco,,o DRAWING ocsc,m "·'· IR VINE RAN CH i =j '"� , ffio.cc �"'"" 1 1 Church Engineering, Inc. RE CLAIMED WATER 15 � RECORD DRAWING ---1-D�AWN: D.M.\R.R.\K.P.' WATER DISTRICT � GRFG ASSISTANT DIRECTOR OF ?LANNING &�k�:t!r� Consulting Eng:neers �ei�� Alton Ave. DISTRIBUTION SYSTEM OF "' Irvine, Calif• 1fi��Eof#fR1� ,___...,._. :�,�::::, <¢i4)�!��4a5oo PHASE 11 & 111 -PROJECT No. 38610 57 � CdECKED: A.I.1315sh15.dwg 6/12/92 -.J en -L� W-5422-S ·······'----··· . . .. -··· . -------. .:::: -,,,,.,.--�� ··-"-'°'= ·-···-' .. ·--···-·. -·--- t- •--i·:�--f--·--•-'-- ; __ -.:: __ :.J -----(---. ---l r �-�:---+ - ---1--- : ·-·-·-·-·- ------1 169+00 170+00 171+00 • 9 ' • b STA. 169+48.00 -_ _.,. 16 AC W T 17Q. ·' 111· -----12· VCf' 5 ---------.-=""";:+= "' -�-J" p __ . I�::;: � ,� """�:: ;; , ,'\- " """ · ___J •• ,"- - ;, =d;ta£il ; � � � // ):2� •. ' ' E (DEPTH= 3'±) _ _,,, 3' G (DEPTH= 3'±) T (DEPTH= 3'± 1 TEMP. B.O. -t;-=--=: !------·- ·�••• ·----t· . .'._":'.' ___ -1- ··-·-....... ···---, _ ,,_ ____ ----------· -�o -----\--- -· i ......... .s 172+00 TEMP. B.O. 1 SEE GENERAL NOTE #9 \ ON SHEET 2 T (DEPTH= 3'±) ----� Hi A.C.P. W (DEPTH= 5'±)--, 0 = T 1 ffiSTA. 172+57.00 8''x8''x4" TEE GTx FLG 4" AV/( G.V. FLG. 4" ADAPTER FLGx0T Z-811 ADAPTER FLG><�T35' 0.F 4" ¢, f'VC Ct.. 211/J ·-• 173+00 I }----.L,, ___ -+---. ····-···+- -----I f-- ·----1 ·---· : ·-.. : ---· ------· ,.. __ ., ___ --.......;.----t-- <-· • ---- -l-- •· •·--t···· • -r •• . \ .... -\----·--. VERT: HORIZ: 1 11= 4' 1"= 40' 174+00 175+00 -------> N 40-38'11' E O & PROPOSED 8" RECLAIMED WATERLINE� VON KARMAN AVENUE -c---(------.... -···· . -· --· -+··· -- 176+00 16" AC W .i-.. -----·-)--·---- ----·---+-·--- ---s-- 177+00 T (DEPTH= 3'±) Hi A.C.P. W (DEPTH= 5'±) T (DEPTH= 3'±) 12" V.C.P. S (INV. ELEV.= '.·�=r�··';__v:::::-::---:'--� ..... �- )-·--· .. '' -·--- --. -,_., - .�1��:?t-::·.==F·-·:::_:k;JC:·��--- , ·-·--� -- ; --· -- ·-·.:::.�t=···+·· .. _-��:.-.'_J __ ---:_ ·:�:�,�=--(�::� _----�.::=.: . : -, -----� =t��-,�_,;:--:��:-r==F:��-� . --:------i---" -� ------,.-----�---"· -------,---� -----)---"--------,----·· _ _,, _____ t---.. ·: .. , ..... -i · __ · ..... ·--'---·-·-·�----•----·--! "---< ' 178+00 STA. 178+00.00 -AIRIVAC ASSEMBLY SEE GENERAL NOTE #9 ON SH[ET 2 179+00 13 31.20±) ----� /. --"✓'','"y·y-·,--,-'"',, " , I -" ,,--,-,-... E·------· STA. 177+98.44 B" ADAPrt:K FLG.xFLG (SEE NOTE 61) ) if AVK GV F/.0 (SEE NOTE@J (BOTH SIDES OF VALVE) ----- E • CONSTRUCTION NOTES 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL@ @ USE RPJxRPJxFLG. FOR D.I.P., USE PJxPJxFLG. ANO T.8. FORA.C.P. OR P.V.C. PER DETAIL EB 0 USE RPJ FOR D.1.P., USE PJ AND T.8. FOR A.C.P. AND P.V.C.PER DETAIL EB @ INSTALL VALVE AND VALVE BOX PER DETAIL® @coNSTRUCT AIR ANO VACUUM RELIEF VALVE ASSEMBLY. SEE DETAIL@ RECORD DRAWING · 3-31-94 . p. _____ , C/Vl'OF Ci'- - W-5422-S \·- No. 3 -··-· -� -- -·······1 -·· t-'----·-·- -·-·--�-1-·-- ·::.:.··::::_::.:::.:·::(l�t;:· :·. =' < '-------+--·-+_:_ �::.-.. , .. ---j- -(_..:::� �-,. 1-w w :::i:: V, w w V, 179+00 � --:-� ·.::�·,·�-·-· ., -l-··· )··· 180+00 ·-.·u•·· .• ·-'• • ,� ....... -� .. r .. -----�··� :�;�. •. �5'.,, 1<&.;;r --. -'_;,. -�,--� -=---'"' REVISIONS DATE 1/-16 �94 REVISED PER RECORD .DRAWING -·--+---·. )····-·-f· - 181+00 -· -L,,,\�l": ,..-r/••,..,.r···, •• � •. 1 ? " ··3-_, ,-T / 0 .. -... -"'; -· ---�··,---v ---�· .. "---·-- DESiGI\ED: M.G. 182+00 DRAWN: D.M.\R.R.\K.P. ······�·····-· ······+· ... .:..:J 183+00 -�--·---->--··-· --'. 1 3 .N 4,9'38'17". E ., .. ; -,, N 40'38'11' E 184+00 .+ .. VERT: I"= 4' HORIZ: 1"= 40' 1 185+00 TEMP. 8.0. SEE GENERAL NOTE #9 ON SHEET 2 .. .... " . -_, ' --·~\�---+ -----'i: ... --, ...... ·- -·-. ��,--�., .··-�--�---- �-:� •...... ·-.-r:--· .. -·--·· ..... ! ... ,.. .. ..: .. .. ~---:--· 186+00 187+00 ······'i ST. il STA. 189+04.80 188+00 VON KARMAN AVE.-END CONSTRUCTION ,-3-T (DEPTH= 3'±) Hi'' A.C.P. W (DEPTH= 5'±) T (DEPTH= 3'±) -ff V.C.P. S (INV. ELEV.= 32.80±) "'>._ 16 A��,.,,.. '';.t.· .......... ► .. 0:-';_.:,.__ T -· I I ,J, =( < :'.;, \;- -----•",. STA. 185+45.00 . "' r • N 22' �-=---110 "'N ····-··:..... •··· ·- 189+00 CONSTRUCTION NOTES 0coNSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL@ 0 WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFIC SIGNALLOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 0 USE RPJxRPJxFLG. FOR D.1.P., UJf-!JxPJxFLG. AND T.8. FORA.C.P. OR P,V.C. PER DETAIL W@ CONSTRUCT CONCRETE ENCASEMENT, TYPE "A". SEE DETAIL @ I BARRANCA 71 l i1NT�RSE�lbNn ST. i' STA.}1:89+39.81 VON KARMAN AVE= 0 I )> z z 7l PARKWAY •ST .. t STA. ;23+46. 72 BARRANCA PAAKWAY l : PROPOSED 8" RECLAIMED WATERLINE x8 x4 TEE T If La 4" AVK .G.V. FI.G VON KARMAN A VENUE 4' ADAPTER Fl G " GT 2-8" ADAPTcR FLG �GT � DATE ( SEE INTERSECTION DETAIL ON SHEET 18 )--' PROPOSED RECORD DRAWING 1 6" (SEE RECLAIMED WATERLINE SHEET 18) No. 040797 h17.dwg. - W-5422-S ,:.;;;,;··y·-- t No. --· -·-_,, . .,_ - ... 1 i---- 22+00 INSTALL 16" PLUG --..___ ( SEE NOTE 9 ) DATE 1·····- REVISIONS --.. ····· . -· ······ ...... "............... ,---··,··-_.., 23+00 === ·:..7.:.;.;.u-�------.,;;__, -------+ ---··(-·· -- 24+00 t INTERSECTION STA. 23+46.72 BARRANCA PARKWAY= STA. 189+39.81 VON KARMAN AVE. ...... -····-__,_ •......... -· +--···-·+· 25+00 ST. 11_ STA. 189+04.80 VON KARMAN AVE. ST. (i_ STA. 23+72.74 BARRANCA PARKWAY ---;;:;:,t;. ·-t---· --- S ---••-----i -, ___ 26+00 .................. :35-·· -1---·· F.C.CHA. NEL ------={.····�· ··· ·--· "'"'. ..\ .. __ /--• --+�• ST. (i_ STA. 22+50.00 IN STREET 8.0. 2. -,J ., ,, / ................ , .. , ..... ,...... . ..... •• •• •• •• •• •• • ••-,--•h• • ( SEE INTERSECTION DETAIL HEREON II ff If 1----l'1Xl6X8 TEE FLG-'J' Z-N," 8FV[PRATTJ Ff.(} ST. Ii,_ STA. 26+'1/ � Z-/(," ADAPTER FLGxR.J :8"AVK GV FL.0· 8" ADAPTER F[GX6T 4.1---=--------'A.R.V. &, ST. Ii,_ STA. 27+.40.00 2.�N BOf>rA?EcT • PROPOSED 8" RECLAIMED WATERLINE .'8" 8LINO FLAN6£(SEE SHEET 17) 8'' RlfH?R FLG (-·· l6X/6X6 TE£ RJXPLOi"-90• FLG 8/?NO �-4" REDUCER FLG _. 4" SPOOL FL{J 4''AVK GV FI.G ..... 4"it8" REOt/CER FLG .8" TEE FL.G l�"BLINOFLG BARRANCA PARKWAY 11-16-94 REVISED PER RECORD DRAWIN6 DESIGNED: M.G. DRAWN: D.M.\R.R.\K.P. ···) ----+· 27+00 .q:-�--,;;.; .L,< ........ . .. ···-··· ·-· ____ , . -\ --.. ,--. __ .,_-:'.� HOR!Z: 1"= 40' 28+00 ' -s;---= i;;.;; _....,... ,.1 • i\.cc;t ..... ,,. __ ;,J. �,. .. .,""",,-,,J 125 L.F. OF 0 0 . -.�t:-- Jo" STEEL CASING .i.. ---.; "' •• - • -- -+----·------r·-----::tr=·::.:_:j __ ._:.:+: ::::�_J ____ L • �:.: --•�t. -----"'" -, __ C --,· ·i.---?t-::.""'.'::f.=---·-:-------__ ;:::�----__ �----,-------_ __ _ __ ----· -. ___ ... ; _____ . .1 . .-___ .. _;�-----r·:...... ____ -·-__--. ··--·-"' j--,----:� , �-:-·•¥••--:CN•-'"• .:• ' , •:;m:•�-t:.�=• --- -------i • -----�----. .-::::t�:;:::; 29+00 30+00 31+00 32+00 U.S.M.C. AIR STATION .&. STA. 27+. 5.00C.P.T.S.2 35 / /,._ ' .. -.'--"-"· ..........--.• ---· ---•. -----T -----==.---:---.-�,-��:= ��-�i��-��-�r�= �: ---�--�---�----· -:��---:�=-��=�=�:�:��T. �-��:-·:-·-·--��- , :,,,' --- 4" G ---1--4--'-."--L~_-_ _ __ 72• W 0 0 d !::"' a.+ �� , °' � 0(/) cc <>'Z . ci .... w Ul ID ST. (i_ STA. 29+15.21 A.R.V. PROPOSED 1 6" 4. "' E ' :.:; " .,._,..,, � =r=-�----- ----- ',. ·--- - . . r_"�- '"'·· ,, ':,, oJ'/,f'' '\..__ ' ·' ,--' .A.---.A.A.AJ�A/•�+ L RECLAIMED WATERLINE- I u I<( -- '"I -................ ::.-:r:�::-.: .. .. ----... • ·····-)---·1· -r CONSTRUCTION NOTES --~·� -�� . --� 0 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL @ 0 CONSTRUCT 2" AIR & VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL@ 0 CONSTRUCT LENGTH AND DIAMETER AS SHOWN ON PLAN .STEEL CASING PER DETAIL@0 WHEN CONSTRUCTIDN DAMAGES OR DESTROYS TRAFFIC SIGNALLOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 0 USE RPJ FOR 0.1.P., USE PJ AND T.8. FOR A.C.P. AND P.V.C .PER DETAIL EB0 INSTALL VALVE AND VALVE BOX PER DETAIL@ 16" FLANGED B.F.V . (SEE NOTE 11) ST. (i_ STA, 189+04.80 VON KARMAN AVE.= ST. (i_ STA. 23+ 72.74 BARRANCA PARKWAY 16" FLANGEx(RPJ ADAPTER \ c-16" x Hix ff' FLANGED TEE FOR D.1.P., PJ ADAPTER FOR A.C.P.)(SEE NOTE 9) , ,s.,., BARRANCA PAR.KWAY ) I f-f-1 lf°" IC SR A.€.P. 61JtSS 200 /z 16" D.I.P., CLASS Z50 1 6'' D.I.P., CLASS 2 50 __,/ 1 \: 6" FLANGED R.W.G.V. __, • SR A.S.P. CLASS 290 (SEE NOTE 11) '-" 16'' FLANGEx(RPJ ADAPTER"" FLANGE (RPJ ADAPTER i FOR D.I.P., PJ ADAPTER 0 x � FOR A.C.P.) (SEE NOTE 9) FOR 0.1.P., PJ ADAPTER � FOR A.C.P.)(SEE NOTE 9) I 16" FLANGED 8.F.V.(SEE NOTE 11) ff' s.1.P., eu.ss 3se -----SR A.6.P. 61Jt55 288 SR P.V.C. C-900 CLASS 200 ;.:: §:! INTERSECTION DETAIL GfESS/ 1>-£.I 104 No. 040797 t;; RECORD DRAWING Exp._c:3_-.:.31:...--=9..:.4_ , * SHEET 18 OF - W-5422-S -······· •••••• •-l-•• •-·- ·----.L ' --\--·· ..... . ·····-··" . ·-... .; . . . -t __ .,.::::31.. �--::+ co fw w :c (/) ww (/) -··11 ···-······.§1-···• , .... . 32+00 0 0 0 0 >-N<( I'()3: . ::.:: <(a::: f<( V) a..w<zu ...Jz <( :i:a:::U a::: f<( <(co :::!; ••••••• ••i-• ---· -f--- L ·L r .. ... .. '. 33+00 ·-, ... ·:·:· ;;:;·.::::J:::.:.:,:--l·::.::.::.......... ···-..•. ·-••••• f ,. '""F' :: ·••·g§��":�R!,r,,/ .:· i------ivN,~•"'-------l.=: ·:·· C. ·+·· . •4-•••• ····-..i ••• -· ···I .. 1---········�•--i-•- 34+00 35+00 U.S.M.C. AIR STATION X 12" W - 17 IRR! tlikNJ.) 64� RCP SD ·• · • • • .. ·�· · .. ••. ,,.-··•··--<·-· _ _, .. ,- -�::-J:::··.:: ...... ; -'-····-+ ·)·-... ). , .. ··t -······l .;. i ••• -., ... ;, .. , .. •-i-.. , .. 36+00 , ..... . 1-Z:-so- PROPOSED ···-+· 1 6" ··-'·- •. -..:::...::.t-... ,i . _;, _:_ .. J. l··-':".["'.-.�.-. · ..... --· -•1 .. , .. : ... �� , ..·----· · VER01·. 1"...... , i ... , ... " .... L HORIZ: 1" 37+00 • '---�·..-..."-c• ' ,,: , RECLAIMED -12 Sb WATERLINE 4' 40' ...•.. : __ . __ ._!, '=. -T L 38+00 BARRANCA PARKWAY A .,. ·········-· j .. J. -+-· y······ . ..... i-• . ................. .... --+ -·-··· .. -···'" . ········"; . •-'• -c 39+00 . . : ..... -·!------- . l----.. , .. -. ·+··--·---.• --"·~·-,= . ··-) .. --I·-·-.f.. ·A···· .,.. .l. iLt ■- •••• _ _-':::; .. C .. ·-·····{· .; .. , .. , .... -·'··· . ....... ; . . --, ..... . ...... ,'·+ ·+ -7 ....... ; 40+00 STA. 39+92.72-ST. G INTERSECTION BARRANCA PARKWAY AND MILLIKEN AVENUE ,� •;;;:_,.'v +-..... --r0 T I I STA. 39+4,0.00 I I lAVENUE ill 1 ft' PRATT bFV.FLG: '-.Y2-!G" ADAPTOR FLG,rf<,l (BOTH SIDES OF VALVE) -t······- . .L ... .. ... - ··.···•··'--·- •• '5 ---·; ��- . + , �_;_�: --::.-t'---" :.;....<;. _-:;:r:::'"· � ····- 41+00 ...... , .. ··-l--. ... ;, . -{---···r--·--·�" • --.-, ·--- ·\-·---···1 -........ l .... ••-l ,,_. __ I ··! , .... ., ...... ······--•I···-·· - ·--··' ••• • ••• . -··---, .. �--; ··- �:;;-·-.t:::··-. • ' .... , ... -.. ··-�··· 0 USE RPJ FOR D.LP., USE PJ AND T.B. FOR A.C.P. AND P,V.C.PER DETAIL EB *Exp. 3-31-94 , * J'..:;, tc CI VI\. .J-"cOF C/\1.11 RECORD DRAWING L--------------R-E-V-IS-IO_N_S __________ A-=P=�::::v-=E=o--:'oE-S-'G_N_E_D:----,------------------,,------,T--c:;::./r-;,./,-�-:o:--:-.-�.,v�fl1;.,:_�-... -_-----'-·-------::�=-v-;,,,_�o;:�yf.E9�:.3-:-T-------:-=-=-===-=P,=ep=o,=•o�·=,n:th�e�o=ff=ice:--:::of _______ .....:;..::_ __ 7 __ �1 R;V�IN�E;:---B�U�S;l;N;E�S;S��C�O�M;P;L;E�X�-Tss;HttE;E�Ti1� �; ,,-�;T'!94 REVISED PcR RECORD DRAWING .IVV M.G.IRVINE RANCH a� ANDRE 10·� R.C.E40797 PROJECT ENGIN'.':ER /�Church Engineering Inc RECLAIMED WATER 19 ;:: \.../ DRAWN:D.M.\R.R.\K.P. WATER DISTRICT Gr C:?(7..-.:..[,I G&7Z2.E'l4N�G ' ConsulfogEngiceern 250lAi'tonAve.• DISTRIBUTION SYSTEM OF !I GREG"'HE!ERTZ � R.C.E. 33084, ASSISTANT DIRECTOR OF PLANN!N E_N IN •I"• � Irvine JRVJNE RANCH 'V Planners CA 92714 Irvine, Calif'.. WATER DISTRIC' Surveyorn (714)660-8600 PHASE II & Ill PROJECT No. 38610 57 zt=j====r======================r=.:.... ____ L:c�H:E:CK�E=D�:--A=-�1 . __ L _________ ..::._ __________ _1�.;;====�L-----------------------------L--:--------------------:;-------------_J------:----------iiiSshii�;g-5,N�..., ., 1315sh19.dwg 6/1 2/92, W-5422-S '·---4-�·--: -�-t : .: ��··· .: .; :: .. • .. • i.· ..... -r ...... �.··f.�.�.·-·�:. -- "' •-:-;-· ---·-.. --�------.;------'·· .. ·-···--·---+--�-·-·- 41+00 4 ... G" ., ·-\-·- • '· -·--'-----�{--···-;J; ··--••. --···l·--·-i � • ,>,-..--.- .. ')::.--.c::.-·.� ' --•··-, __ 42+00 72" W ----� ·+'-' 0 0 . 00 + -E- _ ... \.. £'·�·· X -- • ·: �-·.:,·10. •• • " s:·· .. ,.,�i. ..... ••·•·O•--•-·-•........;-·-- -',,, .. v?" -;: ::::fi� .-. : ... ;. ;::· x, :.: -•w>•-•" -<•--••• '. ••-h•• •-• •-•--·••·••••--••• •·····;-···· • i- • ::::::;;::..· . --�--• -·· 43+00 44+00 45+00 U.S.M.C. AIR STATION '4-3 N 49"19'41' W 12� W 1c IRRI (A9AND.) N 49°19'47" W . .E (DEPTH= 3':l: ) /�· ! T (DEPTH= 3'±) ;i.\ • STA. 44+.!10.00 6"x16"x4" TEE RJxFLG 4" AVK G.V. FLG 4" -ADAPTER FLGtGT TEMP. 8.0. f1'\1 ---u PROPOSED 1 6" RECLAIMED WATERLINE -��:...; ---+-----·t:.::.:.;· ·)::.:_-:; ..... 1-··-VERT: 1 "=, 4' HORlZ: 1"= 40' •••••••••••••• ·:. r--···�.r:·-··--1·····--·⇒···� -·:-' .. --·+-----,-· +--,,-.-· . ........ � . .; .. ,.;.:. __ .1�:;;.... -➔----�. · --1 _)'· ---�f: �-·-;;., .. y:-.· ....... . -----··--•• �-·--. ••• • :·� ·:..�L:-:._}:;:· -;:..;. ·---,-,•·------·,. ----c -•ma,-• • ·--- _-:; __ ... _ �:�-::-.:.--.::.:.t=-•t --....,,;. - ., -·--·--t ,. • -·-----i· -·--� ···············"," . -,--··· --.. :3. -· �-�-- � _."-:._J:.. ·--\----- I ; "f --i ·-•-4-•- ··'. ' -········'-• ; ... ·-r �-. 46+00 47+00 48+00 -----==r---- 14" IRRl {ABAND.) n NOTE: CONTRACTOR SHALL TUNNEL UNDER MEDIAN-CURB AND SHALL RESTORE IN KIND MEDIAN LANDSCAPING AND IRRIGATION SYSTEM AFTER COMPLETING WORK. !6"CoUPL!NG RJ ffi 0 0 10 t,�'I0°RJ 8ENO Zw 1--z (/) -�-( SEE CONNECTION DETAIL HEREON ) � &: ----- --·/ ROAD =,-+ ; : ······--·-- ·· ''"j-•·j JAMBOREE ' ' ' ' ' '_, :o: ;�]-·· ,w, .�,,~,,�,,�, :(.)' '. ' 'N •: / I I ROAD Li.. l..i.. 00 )- >-1-- 1-u u '--'<--84 L.F.-16" RECLAIMED WATERLINE ( SEE PROFILE "A" THIS SHEET) .," ADAPTER FLG >< R.J � ;(,"- 90° FLG &IND �16" PRATT BFV FLG BARRANCA PARKWAY ----r"--r--•- • . ---·-·•···--· .. i·•··- . -\. ·-�·.t-·. � - - --------+----··'-'.<.,-. -r-< . -------___ , - STA. 49+28.84-ST. INTERSECTION BARRANCA PARKWAY AND JAMBOREE ROAD . . . ... . ..... ._.·-·---' ' '"j;'.�.-:·.·:t . .......,_ ...... - - ----�•,, :...:. . ._:+�__;:· •• -·-·--+ CONSTRUCTION NOTES 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL®0 WHEN CONSTRUCTION D.�MAGES OR DISTROYS TRAFFIC SIGNALLOOP DETECTORS THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. @usE RPJxRPJxFLG. FOR D.I.P., USE PJxPJxFLG. AND T.8. FOR A.C.P. OR P.V.C, PER DETAIL ffi 0 USE RPJ FOR D.1.P., USE PJ AND T.8. FOR A.C.P.PER DETAIL EB @coNSTRUCT CONCRETE ENCASEMENT, TYPE "Ii' SEE DETAIL ® (01NSTALL VALVE AND VALVE BOX PER DETAIL@ r---7 I I EXIST. METER VAULT�-_J I T.B. AND BLIND FLANGE. , 7 REMOVE EXIST. 2" 8.0 .. � i. EXIST. 16" BUTTERFLY VALVES 0-,( L::,."' I I ' ' , / I 1 (EXIST. 16' 1 6" FLANGED 90" BEND �-t--j t :] �----AND T.B. PER DETAIL ffi [.., \__ EXIST. 1 6" TEE INSTALL 1 6" FLANGED B.F.V. 16" D.1.P .. CLASS 250 OR A.C.P. CLASS 200 \ ( SEE NOTE 11 ) '-..._ 1 6" FLANGEx(RPJ ADAPTER FOR D.1.P., PJ ADAPTER FOR A.C.P.)( SEE NOTE 9 ) CONNECTION DETAIL \>_OfESS/ 1:)1'-£ I I §} No. 040797 RECORD DRAWING IRR. - W-5422-S ......... ,. .... 8" PLUG ( SEE NOTE //-/6-94 04-13-'34 ·)·---;_·;;,,: --:.....:·.................·-,,------........ + ··-·· ... ····· ..................... "·--·--·· .. ···-·--·····•-· ....... , ::....--::··:: .. i:,: .. ------c·--·--· --: �i=-�-=1��r�=r-�±-�1�:t� · ; • : •• ----•-r"''' ··••.;�,��ij.:•·:�-- . _,,. .. g ) --• ' ' ·--··/·· .. --··· ----·): ... :.J· �-;-->-_,,... __ � .--,../_. 100+00 z 0 1-- U o::::, 0 Cl:: • I-0 lfl Oz+ Oo Uo z Cl<{WICD lfl [ -• --f ----· ·-----.r n -----T ?ii p,: -........... , ....... t -------,-·-· .. ,,. .. -\. +-·--<---·- • , --------...... +-. '-----··-{-···-·.,. :-t: .. 1-. --� ..i ' :-. •. :,.:, ____ � ----·•-i--'.,. - !""--·-----···-. r:·. 10l+00 102+00 103+00 104+00 105+00 . 101 +48.44 8" FLG R ... 8" FLG X (RPJ D.LP.,PJ AND STA 101 +50.00 8"X ff'X 8" TEE FLG �--�';t!�J,J Elf%_ 0 )(GT I > • J STA }01+66.11 C .... -.. ···- 3.fp' ,, .• / ' •·::.��<�- 0 -,----'\-:--=i .. _ _z::____- 1ts .;,-�c+,&,C-- 4" G (INV. ELEV.= 31.0o±) : .. 1 a: V.C.P. (INV. ELEV.'.'.'. 16.23±) -."---12 A.C.P. (INV. ELEV.-26.80±) '---T (INV. ELEV.= 30.30±) '---24 R.C.P. (INV. ELEV.= 27.20±) TEMP. 8.0. 1 -· VERT: 1 "• 4' HOPJZ: 1 "= 40' INV. ELEV.= 26.50 KOLL CENTER (PRIVATE ROAD) MAIN ST. REV/SEO PER RECORD DRAWING AOO Z:' f'Ol\.l'f OF' C0Nt-16C1"101.J DRAWN: D.M.\R.R.\K.P. CHECKED: A.I. I ., C 1 • ,. IRVINE RANCH rv1:ne, & Ix• ATER D!STRIC _ --.. t -.--.l .. _ -!.---. J. ····--"L· .. -·-. ----.···1----- .. , 106+00 107+00 ... -i---........... ·<'···· }··- 108+00 PROPOSED 8" RECLAIMED WATERLINE :;).0--· ----·-· :- 3d. ':.< ASSIS".'ANT DIRECTOR OF PLANNING & EN .:: ;/--, --·!-.... .r::��.'."::f=:.'::. ----� �-,----· �--···0 --\---·--··,··- '' T �::'i.,.J·•� -�+c••·;=:J-T ' ·- ,--· ·, --·,· ·t· 4 --,-... ,- 109+00 STA. 109+30.00 -A.R.V . SEE GENERAL NOTE #9 ON SHEET 2 66' CP S «�' ..... -�---, 110+00 00 00+ 0 ,......, NN I- 1-w w w zww-� I _J I-VJ :c lfl wUzw � < lfl :':!' :':!' .,__, CONSTRUCTION NOTES 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL @ (DcoNSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL @ 0 CONSTRUCT t' AIR & VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL@ PER DETAIL 1 8 FOR D.I.P., USE PJxPJxFLG. AND T.8. 0 USE RPJxRPJx(i) 0 USE RPJ FOR D.1.P., USE PJ AND T.B. FOR A.C.P. AND P.V.C. SEE DETAtLffi @INSTALL VALVE AND VALVE BOX PER DETAIL@ 0 tONgTRUC( 2" RW Scf?V!CE PER !RWO STI). W-2. & ······+··· *xp. 3-31-94 * RECORD DRAWING Church Engineering, Inc. Consulting Er,gireers Planners Sur....eyorS 2501 Alton Ave. Irvine CA 92714 (7' 4)660-8600 PHASE II & Ill 21 OF PROJECT No. 38610 57 1315SH21.dwg· - W-5422-S ® © 11 0+00 111+00 ··-·-··· ---· --·- -.. --.. , __·--�-, ·---�---··. ---·---·-....... • .......... .. • \:.: __ • __ :.;__-,: 112+00 (----· '-·-- <-�:r� ( -·--;---:,,. 113+00 �--,-��-�---' ·_:·::·f"-·-- I -"-t• " --t· :....-.� ·--��::::-::.:·-� ·--·---·::··--·�:·· LccJO! .. •.---; -1�.• i1E, 114+00 115+00 ·-./_ -. --!- VERT: 1 "= 4' HORIZ: 1"� 40' ----,..,--- 116+00 -······"?"'"" ·····+ ·····i···· ··+ .... ' --· i· 117+00 118+00 PIPELINE I (£ CURVE DATA PIPELINE / i TANGENT DATA <t INTERSECTION STA 11 B+55.85 MAIN STREET= DELTA 01'12'23" 11'49'54" 12'41'28" RADiUS (FT) � N 1-w w :c Ul w w (/) 1990.00 1990.00 2000,00 00. 0 0 + 0 • <( 1-(/) w w wz Ck: _J1- (/) I zU- I<( <( ........ � � LENGTH (FT) TANGENT (FT) BEARING LENGTH (FT) ':i STA. 121+15.53 VON KARMAN AVENUE STA. 118+35.77 MAIN ST. 41.90 20.95 N 58'50'35" E 7.06' + <D = 120+98.92 VON KARMAN AVENUE 410.94 206.20 N 76"09'25" W 19.95' PROPOSED WATERLINE 8" RECLAIMED oO o-oOOo C: 0 <X) to+ ....443.00 224.41 ·;'.';{;( GILLETTE AVE. N 31'09'25" W 7.06' STA 110+65.05 ST. ct_ INTERSECTION MAIN STREET AND GILL�TfE AVENUE 8 � � 2-a11-z2y/ar � C C :��--;--: 7 .-b1 2 ·� .... /t· • '>•n•-._,M; .o NO 00 to +..,. �'q . ...l -,: L,_ I-' w(/) 0 "' '1 ...l <( L,_ f--w (fJ 0 . cdk' ·. ' • ' ,' .' . ' ,./ .-.'.i ,; /:.' jt;::;::::;::::;::::;:::=�;..___ ,.-j -··•_ ·-, ' . �-�(�1""==:c;==:==:;f;'":'�""'��=;-c=r=:::=t""'�==ce_��===t==,c===�+t=:=tr='�··:.:•"::·;-;·;··;"�i;;�;�==�� , / --------,,-::.:::i::..c:"--t.;;_--.::_._::,.::•, I / , .. ,ww"�• :;,/.:5 \ "'-., / •,,_ V j f.:----·�� v, N 7721 '48" W --·----· ,~----•--' r--,,,, PROPOSED �ECLAIMED WATERLINESTA. 110+ 70.00 -B.O 2 STA. 111 +60.00 -A.R.V. 4 KARMANtl-,,8-;,4"1€£JIFLc-__,sEE GENERAL NOTE #9 sEE t�N��fETN�TE #9 MAIN ST. 4,!qo• FLG BENO & ON SHEET 2 (SEE"S�EET 10) AVE. 4" AVK OV FLG 8"8 CROSS FLO .. ,. -' • •�7m""'"' ...... :�::...:.:.:.-;----"':::'"�i ; __ l --4- .::j··· ., ..... .. -,..,- ,-. �---·1 : �"'-:+�i,. ....... <"·····-,. --+--+---+-------,-··""O""'··---;,--------i-----· •----.. :N::t:::.�=t.��•-,-·':•:::•_-:::(.:·::::, �=-::x-�·,wi��,,,.,,--� . ; ····-.., __ _ 119+00 120+00 121+00 (SEE SHEET 11) VON KARMAN AVE . �� CONSTRUCTION NOTES � CONSTRUCT 2• AIR & VACUUM RELIEF VALVE ASSEMBLY.V SEE DETAIL (2\Qy r,, WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFlC SIGNAL\!J LOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. � USE RPJ FOR 0.1.P., USE PJ AND T.B. FOR A.C.P, AND P.V,C, \..:) SEE DETAIL EB ® CONSTRUCT 4" RW SERVICE PER !RWD STD. W-Z. RECLAIMED 1 1 ., -- - - - - 8 � . g I- ----.. l.u O Lu Iv) 0 � {\J -1-VJ ,_ 1-. :::! ?: f:j ·1 Bi;:! V)f:J V) ,. ,>if • _,: •""-''�2c., "-811JJF4-Tl:€ FLG-'i s; ),:;'. �/3\ t:1JK'ffi7' /J:�,Wl,)�' �_ST_A_. _1 _19_+_3_0_.o_o_---<4 4''5POOL FLG · SEE GENERAL NOTE #9 4"x 8 "R€0(ICEK Fin ON SHEET 2 8'k8'' ree R. 0 8" /JI.IND FI.G SEE INTERSECTION DETAIL SHEET 11 8" RISER FLG *p, .l-.31-94 CiV\\.. 4"5POOL FLG 8"8L!ND FLG J::,.. 4-8" AVKGV FLG ,.,,_,8" !?cD/JCE� FLG 8" RJt::;£/? FLG � 4-8" AOAPTl:R FLG "6T �------------�,,.�-��.::.=....:..Js�. ·�·.r.�..,�,r�r.�E�1:�p,�z0:..===-r-------,--------------------,-;;;,;;;;;-;;:;;.;;-r--;;;�10;:--:---;-::r----------=·=---:-�f�T:.::..:...:..::.:..::.::.:. __ �===-�--:-�--:----,:--------------7---;-;;-�:;-;;�;;:;;��:;;;�-:;-7s�Trl -8" .4lJAl'TcR5 DATE �N;?c-· ,1:-:1-':�/��!-'=:--,,94c:;,--;;;Rc::E:ccVJ'.:-:S-;::ED-=---;:p.::::-'ER:;:;--;R.::-:'E:-=C��V�'=Sl'.:'.'.ON��R.-;::'A-;;v½�¼;;-;W,�,5:;-----,-�f2\.'..=.'.:_--1' DESIGNED: M.G. IRVINE RANCH � �i��;::�=====2_!PR�OJ!£EC[:Tl!:EN!£!GltJINE[BER-:.::·�=,!-=f,=ts;:!7'::f.S� �� P,epa,ed in the o'fice of IRRVIENCE LBAUISMINEEDSS WCOAMTPELREX SHEET � RECORD DRAWING OF ·c�\..\ DRAWN: D.M,\R.R.\K.P. .tl, �4¥4 Church Engineering, Inc. 22 iw ATER DISTRICT litl)lllllfflfiJ' GRE ASSISTANT DIRECTOR OF PLANNING & Consulting Enginee,s ��i�� Alton Ave DISTRIBLJTIQN SYSTEM OF Irvine, Calif" ��EnftrR1� :�:::::. ,;,4)��486□□ PHASE 11 & 111 -PROJECT No. 38610 57 z [=J====I==============-________ _L _____ Lc�H�F�cK�E=o�:-_:_A:.1. __ L _________ _:_ __________ _J��==�L ________ :.._ _____________________ L _________________________________ _.L__ ______ -,-______ 1i31"5sim;i.�5,7i2�--;1315SH22.dwg 6/12/92 - L. W-5422-S NN1-w w IV) w w V) .._, 121+00 1- 00 0 0 + -,-.<(IV) w w wz a:: -I- ....IVl I z (.) -1-<( <( �� :,, '""'·''.:\'. :-:,�_)-.. :, . ·-1;-. • ·~= -... --····+-··--·-t .• , . 1 �.�- ... ,... .. ·{·· -�---,-·-T��"'. ----.•. ·--· ·t· -"., ., -.... ·-i- ···<···- -(-. .. .. , ........ >·. -----.-w C···-···j ......• .,;. • -· � -··-··-······{ _:_:::j;_ .. 122+00 123+00 124+00 1PROPOSED 8" I WATERLINE RECLAIMED . ·• .. >-8 Cl. "' Oz0 a:: + ... as N -z�� ·-..R .,:<•· -. . • v 'v·•,,,.-,-,,..,�·-,-·-.,·,"• •• _, ._,.,, v�.\ ... ,.· ., ,-,· .....,_ . ..:..•· �-···: !'"" .. -1:;; ,; L ____ -: •. ±. --===-----: ... ::: •. ::: ... :::.=:::::: .. �'"-·t• .. "r.=·--•,.= .. _.,..::::::,...·. ·C::• .. ::::::,-; .. �=�·-:::· -:.�,_;,i,':•,cc: '· """" ·-··--,,._,:,,) •. PIPELINE / (f_ CURVE DATA DELTA RADIUS (FT) LENGTH (FT) TANGENT (FT) @ 0Z-16'08" 1990.00 78.81 39.41 DRAWN: D.M.\R.R.\K.P A T & S RAILROAD TRACKS F 125+00 ·o;::: z (/) w HORIZ: 1"= 40' 126+00 ·�---t:-:-.---: ! 127+00 'o. STA. 125+/0.00 -A.R.V. l' --------=�--.�SEE GENERAL NOTE #9 ON SHEET 2 MAIN STREET 128+00 ;::;,_. - ---[-··---.. -·-� ......... , .. .. -----··•---· .·---+·----;�- •- -��:::=r.·'+.:..:.:..::. --· CARTWRIGHT CARTWRIGHT 130+00 PROPOSED WATERLINE STA. 128+51.49 l INTERSECTION MAIN STREET AND CARTWRIGHT ROAD STA. 128+70.00 15\G.V. FLG � ADAPTOR t:L xGT (BOTH SIDES OF VALVE) -.• ,. -----r-- . . >--· +-- ·=="'~, -= ' -�-· 131+00 RECLAIMED I ·• ---+ ···-...• ,;.. . ·····-l ----; ----i-----, --' -....... ·:::·=_; ... _ ----.. :�"t-~_ -��r�".-":::r·-·----. • ::-::-:-..,�:�::-:;.-:::::�---�; • ---cl .: __ �;::-'":t�� -·--,,,,,,..l-�, -·--). -��4=7��:==��::t=r: �___ , 132+00 CONSTRUCTION NOTES G)CONSTRUCT LENGTH ANO DIAMETER AS SHOWN ON STEEL CASING PER DETAIL@ PLAN. f'0 WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFIC SIGNAL V LOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. @coNSTRUCT AIR & VACUUM RELIEF VALVE ASSEMBLY . SEE DETAIL@ 0 CONSTRUCT 2" RW SERVICE PER !RW[) .STO. W-Z. & 0 a . 00+ N I"') <( I V) I- 1-w w w z w w -0:: I....I I-V) I V> w Uzw I--V) <( <( � :::i: '-' RECORD DRAWING if? No. 040797 r;; *xp. 3-31-94 * C/V\\. OF C�l -L W-5422-S ···········'-···- ······+-· I . No. 3 •• T ••• j ······r• -t----·/2 -··· ' -----r- -•· . 11,,r =:.i:f:: ____ :�;f ____ _;__::::::-_��'.:'··• :-------l --- --------�--�-·-· �-·---· -----<�=�-\-•••••• i ((L .. ··�-··--r-·-·!:'---' _ _, ___ ···'"· ---· ,. . -. --- - --+--- . -·---·--· �- 132+00 133+00 134+00 135+00 DATE 0 0 . 0 0 + N r,,') 1/-/6-94 REV/SEO J:... ) / REVISIONS Pt:R Rt:CORO .ORAW/AIG ' I l34 . I ... ,. •• .. •· .. 0 DESIGNED: M.G. PROPOSED DRAWN: D.M.\R.R. \K.P. 8" --t---. - -___ _,,,_ __ ----{ --····t::---··" ..... (.. ······i· 136+00 137+00 RECLAIMED WATERLINE ---�-_::::;;;: 68' RC"' S 4' STL RPG Al!Af.i . .... , ·~ .. . -1· ---· --·· -, ----( ·-· . ---·-\-·- ·----·-1· • ·i· ·;-~-- , .. -·:_ .c·..::.-:) ... 2�:.. _r-·----- < _ _ _ . : . � - · - - , .... \.--__,_______ -- j VERT 1"= 4' HORIZ: !"= 40' 138+00 A � �:::, :;·� u / -�···J··- '--,�• ·--·--'.-····-----i-··-··- ···J-"'· -··l 139+00 -----;.J /\ I --"--� . I ..'�['.':"'."'- "" - .. :::-, 140+00 141+00 SlA 142+95.00 o xo x4 TEE G1X F,:G,f' AVK G.V. rLG4" ADAPTER FLGxGT4"-70'C-'iO0 CE.ASS 20() , .. i\ � rr/l -,-1-1 H+r,��· �,, ◊� '/ C 139 I t 1 -:.< · '·· '..I ,') Cc It: ,,.: _:,re '�r : .: .,,r:=J.,,:L�:-0 , rf> ..... / .. �/;" ,·t-··-}:'"LJ ! \ • ,,, A) I ; :, ....;..,,_ _,;.' .. o,.· �-�""'' I I/' MAIN ST. 1o 0 + 0:, "' g g+ <X) "' c,",.: __ _;<_:_F,1 I L,,------t-� (,) SEE NOTE @ PROJECT ENGINEER Prepared in the office of ....... :-........ ; -----� . ---___ ___,_____ -.. ·······-} _;.,,,.,..� �-· -·--·,-- '······+::..:: -{•w,_,;<"� � l ,_ -- • ' ···-+··- 142+00 143+00 CONSTRUCTION NOTES C TEMP. 8.0. -,---------,-.. G) CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL@ G)CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL (I) 0 CONSTRUCT t' AIR & VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL@ 0 WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFICSIGNAL LOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 0 USE RPJxRPJxFLG. FOR D.1.P., USE PJxPJxFLG.AND T.B. FOR A.C.P. OR P.V.C. PER DETAIL ffi @coNSTRUCT CONCRETE ENCASEMENT, TYPE "A". PER DETAIL@ 0 C0/1/STRUCT 2" RW .SERVICE PeR IRWL) fil �TJJ. W-Z. . <(IV) ,,......_ II) N I- 1-w w w zww - a:: :r:...J I- (f) ::i::: (/) J"'', wUzwI- -(/)<( <( :::ii: :::ii: .._,, Q,•,•v ,./'"', , •' , I STA. 142+ 70.00 -A.R.V. QffSSION. Rt.I /Oit SEE GENERAL NOTE #9 ON SHEET 2 0 /{! No. 040797 ,;;:, * RECORD DRAWING xp. 3-31-94 CIVIi.. or c�1..1 IRVINE BUSINESS COMPLEX RECLAIMED WATER DISTRIBUTION SYSTEM SHEET 24 OF - W-5422-S " ---,. - _,_ -·-, �-0---�:�·c:::::��::1�:_:t=1��---.-·⇒-�( :��-··-·:0 .. -�-.: -::: ---_; . t• __ --±�-�t7\ � -- ,--··l ·-; ,...,... ----�� ,-, l . . '2 ::-·."".":t-:i: . ·---· --··----� �--l=i--ccr_:. -'-'+==t=1 7 I -�-·"--: -------y ---· --·-·->--- -------+---- ---------,----': �-----·-t.;;;;:.;::�;;.�-.\-----+ ---J·· ---·-i criip�"'�- ..-------·,--s ' -··c'4 ---< ' -. -1 -� ----0----·-'·-·--- • �-� :::·+ l···--···: -. .. ,s", .:-:--· -, -_,,_ :':-�-�:f=:��t=.:J:�!::::a::� 1its" --: --I • �l ---,_ - � , -- • --, --��-;--.=. -_c-·:·=-�± ____ --.f_l ---'-- , • -r - • . , =,·· !Si· ., . ,c ��4�-=�:�-��-��;_�C:i��-: -�:�:::=t�>�:t5��,,:;::;:��---��:-� ......... ��-��:��-: . _ -�----<----"'· . + ----------------, -·-·" -__ ..,C"" ____ • _____ :" --:--- • -:-·--: ' 'a • --�------, VERT: HORIZ: 1"= 40' --RT .HM ··· ·· . .,iA_Cf.'cc -:--• • • -· =-,-=•, O'�P ... ·.·. .. _··;.; -�� F::,:.f= -. •···············i· ···,.:J·, .. ,). .. No. DATE//-/� -94 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 00 0 0 + t') STA. 145+88.40 ST. q_ INTERSECTION \ MAIN SI REIT AND JAMBOREE BLVD. A JAMBOREE BLVD. � 'o. PROPOSED 8" RECLAIMED WATERLINE •=� ':.�-, .. I ::.,_,l �--Jj-�� 4'C '�'/,,, f 2.fJ n /@J' f if L "• t<,\.--��=c-c-=f fl• •1 .•1: (-===�::tt,trl:L�_(_� . PER . L�L_li') 0 R[VISIONS RECtJRD DA¾W/11/G PIPELINE / (£ CURVE DATA DELTA RADIUS (FT)f-=-+------1-@ 03"16'50" 5210.00@ 03'16'50" 5200.00 APPROVED LENGTH (FT)TANGENT (FT) 298.31 149.19 297.73 148.91 DESIGNED: M.G. DRAWN: D.M.\R.R.\K.P. . •I C ! ---,,__ •. / .. _._·: .. ••• ,. : ... r . .----..... :,-:--: ' Tl,U /':; I -=� DATE R-tnr• ..� PROJECT ENGINEE� Z/fs-/'13 IRVINE RANCH �..-; "' w ��-�====cs.,,,o_. =�� 2SEE GENERAL NOTE #9 ON SHEET 2{SEE INTERSECTION DETAIL SHEET 26).,., . - 00-i.x 0 E Prepared in the omce of Church Engineering, Inc. ConsJl:ting Engineers �lanners 2501 Alton Ave. lrvire � (0 I STA 153+93.41 ST. t INTERSECTION MAIN STREET AND UNION STREET TEMP. B.O. ;if). .,.1:=··-� .. "1 �¼ -.:1-C : " u ., -Bx8x4 Tfili FL.G1:::,.3 4";'fO' FLG BeNi7L.E::,. 4 5PtJOL PL0 4',,AYK GV FLG 41'8"R!:D!ICER Fl.titl' fee FLG s" BL/NO FLG. 811 R!Sl:R FLO No. 040797 xp. 3-31-9' CJV',' RECORD DRAWING F GIil IRVINE BUSINESS COMPLEX RECLAIMED WATER DISTRIBUTION SYSTEM SHEET 25 OF ATER DISTRIC �---� surveyora cii•)��6�4ssoo PHASE 11 &: 111 PROJECT No. 38610 5 7 L.__l_�________ _L_ _ _j____ _L_______ _i,:��j__ __________ _j_ __ _::=::=..::=__ =:=---_L��_::.:__J; 1J15SH25.dwg 6/12/92 ClcECKED: A.I. IRVINE RANCH WATER DISTRICT Irvine, Calif'. - W-5422-S No. -., --� --· �-�--=-""r'"----.--· �. -!-----:--··-------- �-------, ----·----1--·-----'4-- --; . • ., .. :,::_· 9+00 ... ····· ··-'-·· ., .. ,.;.�•----·+ - - .i: ' --j. ·:··-r---· .• .:::..:..+=---- , ---+- 10+00 ·········-i····- ···-·+-·· 11+00 PA.RI( REMOVE EXIST. 90' BEND AND THRUST BLOCK, EXACT-�(PR/V ,4 TE DEPTH AND LOCATION OF EXISTING ff' RECL�IMED WATERLINE IS UNKNOWN. CONTRACTOR SHALL DETERMINE THE EXACT DEPTH AND LOCATION OF SAID PIP)cUNE 1 BEFORE COMMENCING THE WCRK. I STA. 10+00.00 ST. <t_ INTERSECTION UNION STREET AND PARK PLAZA f I I I � -� c,)J,:_, "· -- ', � -------------I 11 / 0 8-2Z}/z 6TBENO& 2 ST. � STA. 11 + 70.00 IN B.O. ST T (±) :5TR£eT. i S A. 10+34.00 �-�-------'-� I --.,;,,.�.--+��-·_j_, ___ .. ,�-,-'"'i,.:::J. 12+00 " " ,, 8-.8><4 TE/E GTXFLG 4''-90° FLG eevD 4" AVK GV Fi.G 4' SPtJOI.. FL G 4� 8" REDtlCER FL e8PTEli FLGff• BL/All) FLAlv'6 es•r?/$e/? FLG' ····-····t··· • -�,�•W� ----:·..:,._.,;.;_"_ ---_,_. ____ " . . ". ----: -•-j-,-,--f--- 13+00 ... -<-- -,----�--- "- ----\---,---+ ------��-�. A .L .. _",.·--- \•' \/0::;: c ····.·.·3/j·fr'--··\· .... :.'!.:. 14+00 ...... ........ , . VERT: 1"= 4' HORIZ: 1 "= 40' PROPOSED 8" RECLAIMED WATERLINE ·; ---.,. �-- . ·-.:.:..:.:..:::· . '"'--.:::::: -,..- 4 ST. i STA. 12+50.00A.R.V. X / -<�f: >< INSTALL if TEE AND CONNECT TO EXIST. I!' A.C.P. DATE l/-l�-94 8'Tt?E FLG 8'AVKGV FL.G Z-4'x8 "l?El>t/(!€1<$ FLG2-4" Al>4PT& R.Gx0TREVISIONS ReVISEI) PeR RECORD ORAW/#55 RECLAIMED WATERLINES. I_NSTALL 15' FLG, R.W,G,V, (SEE NOTE @ ) INSTALL FLG.x{RPJ ADAPTER FOR D,J.P., PJ FOR A.C.P. AND P.V.C.) (SEE NOTE (!J ). APP ED (I\;\) DESIGI\ED: M.G. DRAWN: D.M.\R.R.\K.P. UNION (PRIVATE STREETI ··---· ., ..•• f_' . i-·-... :. ............... ..). ... 15+00 \ --·-, ... ·-·--·-----·· . --.. .. ; ·-........ ·•···· - ---:.:.:=! ••• --·----?--'"-}�..........---�. -· -·-+ .. ::::::--·---. --,---- " ., .. , ... -.. ,/,,-. �"r ----··-j ·-.,, .. -· -i - . -, ----+-·-··-··}-·-··-·-' � -,-,,,---- -+··--:--..\ ,-..�,k -�-w .___ . . . -.-:---·=·'· ---.� � �-�J:��{---:� -• _ '. ___ ��:.: .�rn>: ��s��:-·:·.: .. __ . r --±------+----1,-..,=wr-��' .. ::...: . .-·: .. : .. . • '---------------r .. ··:.-r-.. ::·'.'.!·· ····-f �:-.;��0:r�:, . ..,.--·---;.-..... 16+00 17+00 ·-.. • \. ' i TEE STA. 16+04.19 UNION STREET STA. 153+83.42 MAIN STREET \\"/ i.. / \,. •" .• --4---( SEE. INTERSECTION DETAIL HEREON ) ... \.a;..·,....... . ·, i INiERSECTION STA. 16+14.19 UNION = 'I, STA. 153+93.42 MAIN STREET ��\ PIPELINE / t. CURVE DATADELTA RADIUS (FT} LENGTH (FT) TANGENT (FT) 38'44'39°250.00 169.05 87.90 @ 33'11 '42" 227.00 131.52 67.66 ···--··l··- 8" D.I.P., CLASS 350 OR A.C.P. CLASS 200 OR P.V.C. C-900 CLASS 200 •• l--• ,. -r··- -+-·-: -·+ CONSTRUCTION NOTES 0 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL GD 0 CONSTRUCT 2'' AIR & VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL@ 0 USE RPJ FOR D.1.P., USE PJ AND T.8. FOR A.C.P. ANDP.V.C. PER DETAIL EB@ INSTALL VALVE AND VALVE BOX PER DETAIL@ ,,-if 0.I.P., CLASS 350 OR A.C.P. CLASS( 200 OR P.V.C. C-900 CLASS 200 ST. (l_ STA. 16+04.19 UNION = ST. ct, STA. 153+83.42 MAIN STREET if FLANGED TEE -\/� 8" FLANGE R.W.G.V. � ( SEE NOTE 11 ) <1' ....__-==�=""8.0"",. =�-If;>, SEE GENERAL NOTE #9 ON SHEET 2 offSS/ )'-ti I 2 & f" Cle No. 040797 -;,o RECORD DRAWING INTERSECTION DETAIL SHEET 26 OF -- r m W-5422-S --+----�----,r�- __ ,-1-m•----; ---t .... r. I�=::;·.:;·;�; .. -.. �-< -- f ·)-•·--·!-. • ·1 ·-··•-: .,. .... ,., ....... "·-·i ;. ----··---l -r---� ---�--- - - - - -�--r-.J.--,_ ............. --.. ,. , .. , -····· ... . .. ..... - 11+00 0 0 .0 0 + . <( IV) 13 STA. 11 +00.00 -A,R.V.EE GENERAL NOTE# ON SHEET 2 E (DEPTH= 3'±)---- 12" A.C.P. W (DEPTH= 1 TEMP. B.O. SEE GENERAL NOTE #9 ON SHEET 2 z 0 1-u w ::) ::) 0:: z 1-w Vl >Z<( 0 u �z (.!) -u8 ::Ero : ........ -- ---1----- .. , . : ..... , ... -...... ,-·------·--··--"··--·-·-,. -----�=�:::;t,,:_,::�: . ........ T ..... .. _, .. ;. '.�'.'."::. •�•�-:::� .::••::+:,::::::{_. T' -+-.. ,,.:· --··-� .... :· ···+· .... -_;; ··-- --------··-;---·· 12+00 VON KARMAN AVENUE (SEE SHEET 14) --··( 13+00 =••---··.;,--,.---. ---r--·+ •• , ···········\"-····"-; ;•·--�1. �1 ...... ., ... ��:==j·�_::__:r--·l •�-··.-·-:;:;,;_, 14+00 -�--,-- --"---·-.;:::.:::.'.�y,--... ::::...� • .. ·, ..... .,\. • ··.(:::- -·: l ..... ··+·-... -... ·\,. ... , .... -----' �--·"'-"" --___ ,_ 15+00 16+00 -+--- � ...... -,..... . .. ., ........ --------i . - ... • -·-, ! • VERT: I"= 4' HORIZ: 1"= 40' 17+00 PROPOSED 8" RECLAIMED WATERLINE STA. 15+30,00 . 1.:,.3 x8 x4 TEE FL.G L£:, ;_"-;_.-H'---PROPOSED 8" RECLAIMED WATERLINE 4" AVK G.V. FLG 4" ADAPTER R. G >< tf{'T 2-8" AP.AP$/? PLG;t0T <l-i ) Cl) VON f.::-.. STA. 11+00.00 .N I ill--��B~l<-4�(!�R,'='0-'$5 FLGa" ADAPTER FLGxGT ' ' . 8" BLl#D_RAIV_�E Z-4" -4Vt< GVFLGZ-4" ADAPTE.R FLGxGT j X SEE INTERSECTION DETAIL HEREON PROPOSED fj' RECLAIMED WATERLINE ' 1 - TEMP. 8.0. X l 16 16 S49"21'21"E w 17 1 B" V.C.P. S (!NV. ELEV.= 18,88±) �-48" R.C.P. SD (INV. ELEV.= 26.18±) �-T (DEPTH= 3' ±) s_ /8f55.00 8 X4 Tl:£ 6iX FLG 4' EJL/tVt> FLAIVGc MCGAW AVENUE -16 W • ·C--·· --,�---· , -;,... .. ;L . .. ;� •• -·/O• ··--\·•-.... "'-f' .. ·-------1""'""'' ---- � -�-1 ... t - ; ; --� �'·�r'.·'.::t, ,� ::�r:�::·�- -·.,,_ ,,.,_ m ""'"" ,._,. ,•••-••• "''"' _,;:-,:t-·--. 18+00 - E-- +----:�� ..... J::. ., .:l:.::.·:::::t:: --J-------__ , . r----....... , ... -··· �. . ...... t" -··(······-•--;-•---·-- .":"""'.,.,..,:--""�':""''1:·'. f·· -£5 + 19+00 20+00 • LL• (/J STA. 18+40.00 ------.-----, 4A.R.V. . I-. <( t:= 0.. 5' 55 RCP S E 21+00 w z 1;'�! ��-�-::� .. ,.L •••••• • •• ·•··-·,.�!r,(�rH_.·'.:�=7.::;4�.;1;1i-?:.t-?:;;f:::\¥t��t:·:�4=�1::��, +-·· ...... ---+----.'..!----- .. -------. , ... -� ....... ,_ ... ::'. .......... ; ... .. -::::� .. -l -----· ·-+cc_•· ! �·-----�--, CONSTRUCTION NOTES 0 CONSTRUCT TEMPORARY BLOW OFF AS SEMBLY, SEE DETAIL@ CD CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL @ r;\ CONSTRUCT 2" AIR & VACUUM RELIEF VALVE ASSEMBLY.V SEE DETAIL ffi\El 0 CONSTRUCT LENGTH AND DIAMETER AS SHOWN ON PLAN. STEEL CASING PER DETAIL @ Ci) WHEN CONSTRUCTION DAMAGES OR DESTROYS TRAFFIC SIGNAL LOOP DETECTORS, THE CONTRACTOR SHALL REPLACE WITH NEW TRAFFIC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. @ USE RPJxRPJxFLG. FOR D.1.P., USE PJxPJxFLG, AND T.B.SEE DETAIL EB 0 USE RPJ FOR D.I.P., USE PJ AND T,8. FOR A,C.P. AND P.V.C . SEE DETAIL EB @ INSTALL VALVE :ND VALVE BOX PER DETAIL® @ CONSTRUCT AIR AND VACUUM RELIEF VALVE ASSEMBLY.SEE DETAIL u"i \El 8" D.I.P., CLASS 350 P.V.C. C-900 CLASS 200 FOR D1P., PJ ADAPTER OR A,C.P. CLASS 200 OR / ff FLANGExRPJ ADAPTER 8" FLANGE R.W,G.V, (SEE NOTE 11) \ FOR A.C.P. (SEE NOTE 9) B" FLANGE CROSS 8" FLANGE R,W.G.V. (SEE NOTE 11) :Z� 8.0. 2 8" FLANGEx(RPJ ADAPTER �~=I SEE GENERAL NOTE #9 FOR D.I.P., PJ ADAPTER ....-<>J_ ON SHEET 2 FOR A.C.P.) (SEE NOTE 9) + McGAW AVENUE , �----��-�--Hl><J t>:<1�1c-�---------,, 8" D.I.P., CLASS 350 � � .. OR A.C,P. CLASS 200 OR \_ 8 D.1.P,, CLASS 350 P.V.C. C-900 CLASS 200 /. OR A.C.P. CLASS 200 OR 8" FLANGE R,W,G.V. (SEE NOTE 11 )___..,-. � P,V.C. C-900 CLASS 200 8" FLANGEx(RPJ ADAPTER w ff' FLANGEx(RPJ ADAPTER FOR D I P PJ ADAPTER :::,FOR D.LP ,, PJ ADAPTER • - -, 2 FOR A.C.P.) (SEE NOTE 9) FOR A.C.P.) (SEE NOTE 9) w ::'E 8" Fu\NGE R.W.G.V. No, 040797 8" D.I.P., CLASS 350 OR A.C.P, CLASS 200 OR P .V.C. C-900 CLASS 200 :a: (SEE NOTE 11) STA. 12+26.00 McGAW AVENUE= STA. 150+28,86 VON KARMAN AVENUE INTERSECTION DETAIL * RECORD DRAWING ...... en - W-5422-S • ···--·i-·---· -·-----4 .,...._ 1-w w ::r: (/) w w (/) 21+00 a a 00+ -· 1-------,..-.- '.·····- ···, -·-····-··-. -��:·.. " ,...... ._::;::-- 5' 22+00 ,w.r-,�-'" /. ) . STA. 021'4-60.00 ..s..'. �:.-,;,-,-,. " ,, f'• 23+00 ·4§ RCP SD -····---··-'.'--+-·.... � .. 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Z8tl9.00 IN LIIV£ (?AT€ VAL� __ /1 'AYK.r:ix'.:.E?G ...... > ,.,,•,.c" .. 2·8" AOAPTE,/c' FLG fGT ' ' ,�v, ; u /2,, ----,____._---...::::_�·-.. "=•-- -�";.'",�•---~ MCGAW A VENUE TEMP. 8.0. A STA. Z/!Jr.30.OO ill / MH '-·--·····+ ...... ·······-+·· 30+00 16" AC ····T 0 0 0 0 + 0 I") ,,..._, er, N 1-w w I (/) ---·, ----·· . . . -"- ··------ _..,_. --. -·1-·--· -?-·-- =¥.�1 �=- CONSTRUCTION NOTES 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL CID 0 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL ® 0 USE RPJxRPJxFLG. FOR 0.1.P., USE PJxPJxFLG. AND T.8. FOR A.C.P. OR P.V.C. PER DETAIL ffi0 USE RPJ FOR D.I.P., USE PJ AND T.B. FOR A.C.P. AND P.V.C. SEE DETAIL EB � CONSTRUCT AIR AND VACUUM RELIEF VALVE ASSEMBLY V SEE DETAIL ffi @ RECORD DRAWING �<cRt.l I '?' {,) No. 040797 p.3-31-94 CIVIi .. �. . ... 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DRAWN: D.M.\R.R.\K.P. 8" RECLAIMED \ u u S49'21 '21" E MCGAW A VENUE / / ..1. �-_: ... : :·::r::.:.:····1:------ : - - - . . ; · . - - · :·. ;-·;· __ ·•.i••-·• -i• : -.:._"'f -�E--' c�Lc --• ---" _______ • 35+00 VERT: 1"= 4' HORIZ: !"= 40' 36+00 �--=Sl"-A-'--. ='3-"-5,"+8"-'0'-'.0'--'0'-------A3 8"x8"x4" TEE FLG � 4" AVK GV FLG 4" ADAPTER FL6X0r ?-8" ADAPT&R FL0)(0T P.V.C. C-900 CLASS 200 TEMP. B.0. 0- • ----�-- ·------0·-" "'"'""•h~"'" .. ""'"' ·---· -----·--·---•.. ------,----· -+----... -., .... 37+00 8" PLUG (SEE NOTE @) ____ .., __ . --, .. . .. --� ·-·--·--:•"-·---·· � __ ..,._ • --•">we,��"'::-' • --:---.,,,,,,..,.-•Y<H¾- ---•-0 •• ·4 -·+----t,d,,,,,� •••••• ••••• ··-l·· 38+00 JAMBOREE ROAD /, -:::.. -------ic--+-- - ................ ····"···-.. 39+00 --; -·---·--s-'•==',,,m ••••• ':.:.:::=::.). ::...:·::::-·�:-:: ___ ,. __ _ -•• ,. ' -- --·<· • -.-�: �".:-·-�-----, -•-•=-=i==··= �- . • ••• ·-·-C ._ •• ·- -J .. T ...... ,._.•--·--·. -·+--- . ...... --.. ·�··---- CONSTRUCTION NOTES G)CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL @@ USE RPJxRPJxFLG. FOR DIP, USE PJxPJxFLG. AND T.8. FOR A.C.P.OR P. v.c. PER DETAIL EB 0 USE RPJ FOR DIP, USE PJ AND T.B. FOR A.C.P. ANO P.V.C. SEE DETAIL EB @ INSTALL V&VE AND VALVE BOX PER DETAIL® @ CONSTRUCT AIR AND VACUUM RELIEF VALVE ASSEMBLY SEE DETAIL ffi Qy /:-1 ,:::,,;---;::' �71-t �f )::J===I ==l====Sl '1 u -. _,, ' _j'_:-. JAMBOREE ROAD No. 04D797 xp. 3-31-94 RECORD DRAWING ....., (J)- W-5422-S .::-:---:��."t'.'.'''.""'f'.'.":'.. .. .. . ..... -.. ·---<.·::,;;;;;;,.;;;. -........ , ..... ,--{ 'i_ INTERSEC TION 11+00 12+00 S TA. 12+00.00 AL TON AVENUE= 163+36.09 VON KARMAN AVENUE TEMP. B.O. VON KARMAN AVENUE S TA. 11 +00.004• FLG. R.W.G.V. 4" FLG ADAPTER 4'' -33' D.1.P. RPJ CLASS 350 OR P.V.C. C-900 CLASS 200 8" BLIND FLANGE AND T.8. PER DETAIL >-"'-+---�8 8" FLANGE ADAP TER (SEE NO TE 9 ) AND 8" x8" x4" x4" FLG. CROSS lo'' VCP S (INV. ELEV.=25.21) 12" AC.P. W (DEPTH= 5'±) 8" G (DEP TH= 3'±) 0 -o· 1-o•u. ::> 0 a:: 0I-+(I} ..... �-- U 1 ;(/) [> ii ... 1i---r-1·•.ChJ ) t\ 11 f \� :z< -1-(!) VIL,J KARMAN AVENUE TEMP. 8.0. STA. 11 +05.00 ��=------{ 4 A.R.V. SEE GENERAL NOTE #9 ON SHEET 2 \'8''x 4"CROSS FL ti A 8" 8L/NO FlMGE S�T.:..:A.'-...-'-'11c..:+.::.00"'."'oo',-,------' � 2-4"AVI( 6V FL64' FLG. R.W.G.V. •2-4" ADAPTER ,CLGxer4" FLG ADAPTER /-8" ADAPTl:R FL<$><'3r4" -67' 0.1.P. RPJ CLASS 350 OR P.V.C. C-900 CLASS 200 13+00 14+00 ........ .-... ···-·· -c- 15+00 ::.:...::::r --•• ••••••••••••••• ,i •• ··-+., •• -..... I -••• ·\:·· 16+00 ... VERT: HOR17.: 17+00 ........... ··f _.......;::.::..:::.t --· -, .. � -- ·-__ .,. _., -J,,-·% .. -�·········= ............... ,-... __ ..... : ...... t"" ....... ,c.::r·· · ·:.-•··: ·;i-.i��;;i�:r �;��aI� •··· �L�•= 'ffh�.::.:��:��:::��;�.::t .. ��F=��N •;�{7{�·.::.:·(;-----·j 18+00 19+00 PROPOSED 8" RECLAIMED WATERLINE (SEE SHEET 15) PROPOSED 8" RECLAIMED WATERLINE !�TA. 15+50.00•,:.8,x8 x4 TEE4·1 AVK. G.i.{; FL/9·.4". ADAP TE� FLGXGr §" ADAPTER PLG)(6r it • < ', .. .J _;_;_·E C f5 wI.,110,+---T ..;, -T 4B RCP TEMP. 8.0. SEE GENERAL NO TE #9 ON SHEET 2 S49,'21 '3J"E AL TON A VENUE SEE IN TERSEC TION DETAIL HEREON PROPOSED 8" RECLAIMED WATERLINE (SEE SHEET 15) DRAWN: D.M.\R.R.\K.P. J'- 0"' EXIS T. ENCASED GAS LINE • EXIS T . ENCASED TEL. UNE T---�=�= _.,,_ T ------.. -·-""'"'-•• 4 0 STA. 18+90.00A.R.V. 49' 1 '33''E i 2 STA. 19+10.008.0. IN ST,f'€ET -·�lJftb$8' 4$0 GT. 4 l-'s"'TA-'._1.c.c9�+-'B�5-'.o.C.o _______ � A.R.V. BARRANCA DRAINAGE CHANNEL 20+00 0 0 00+ 0 N i:, !§! * l OffSS/0 )?fl I No. 040797 CIVIi. OF C�l\ ···+ ...... (. .. ······-t"·-.. -·------�:.:.·:::J::.::: .. �� .,,,_ ·-·---··. ·-----'�--� -·-·l-.... - .�;.::· ........ _:.'·--·--·+~·-· ...... -"_ ,,_,_ ... �- ·( .. ____ '" l-···· ·······1· -·"">" CONSTRUCTION NOTES 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL@0 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL @ (7',, CONS TRUCT t' AIR & VACUUM RELIEF VALVE ASSEMBLY.V SEE DETAIL u'\ Qy 0 CONSTRUCT LENGTH AND DIAMETER AS SHOWN ON PLAN.STEEL CASING PER DETAIL LL'l Qy 0 l'IHEN CONSTRUC TION DAMAGES OR DESTROYS TRAFFIC SIGNALLOOP DETEC TORS, THE CONTRACTOR SHALL REPLACE WI TH NEW TRAFFlC SIGNAL LOOP DETECTION AND MEGGAR TEST TO THE SATISFAC T ION OF THE CITY TRAFFIC ENGINEER. ® USE RPJxRPJxFLG. FOR D.I.P., USE PJxPJxFLG. AND T.B. FORA.C.P. AND P.V.C. PER DETAIL EB0 USE RPJ FOR D.I.P., USE PJ AND T.B. FOR A.C.P. AND P.V.C .PER DETAIL EB @ CONSTRUCT CONCRETE ENCASEMENT TYPE "/!.'.SEE DETAIL ffi @ @ INSTALL VALVE AND VALVE BOX PER DETAIL® 8'' D.I.P., CLASS 350 B' FLANGExRPJ ADAPTER OR A.C.P. CLASS 200 OR / FOR 0.1.P., PJ ADAPTER P.V.C. C-900 CLASS 200 / FOR A.C.P. (SEE NOTE 9) 8" FLANGE R.W.G.V. (SEE NO TE 11) �� 8" FLANGE CROSS 8" FLANGE R.W.G.V. (SEE NOTE 11) .co./� 8.0 2 8" FLANGEx(RPJ ADAPTER�� .,..__J SEE GENERAL NOTE #9 FOR D.I.P., PJ ADAPTER � ON SHEET 2 FOR A.C.P.) (SEE NOTE 9) i>.<l ( ALTON AVENUE , ( if D.I.P •• CLASS 350 / ) I IXI -I I � ; 8" D.LP .. CLASS 350 ' OR A.C.P. CLASS 200 OR V '-- OR A.C.P. CLASS 200 OR P.V.C. C-900 CLASS 200 __/.6. P.V.C. C-900 CLASS 2008" FLANGE R.W.G.V. (SEE NO TE 11 ) 8" FLANGEx(RPJ ADAPTER Lu 8" FLANGEx(RPJ ADAPTER FOR D.LP., PJ ADAPTER ::::, FOR D.I.P., PJ ADAPTER FOR A.C.P.) (SEE NO TE 9) � FOR A.C.P.) (SEE NOTE 9) .. SS 350 -� � 8" FLANGE R.W.G.V. 8 D.1.P., CLA :,: (SEE NOTE 11) OR A.C.P. CLASS 200 OR 1 P.V.C. C-900 CLASS 200 � "" INTERSECTION \ S TA. 12+26.00 AL TON AVENUE= STA. 163+53.09 VON KARMAN AVENUE DETAIL 1-· W-5422-S No. DATE //-/(,-94 ········'·--··· ·--,'---�---:-� - ·1 .J :::��L ········-·······+ . . >···- ...... '"·-.. _ .. ; - ... -• -·-·-··-··--4 --·--\-·-· -·· \-.. +- ······· .... ··-r---+----------e- . -'."'""':., ·• ---·--. . +·--. __ --···":-· -· --)-·--•I --·-- ___ ,___ i --- "' ····f ... :. --, ... � .... -·····!·· ,-;--1::.'�:t:=----="�--=�'.��:�.r-. . ·-.,z-.-:,·;�:=::�' . f--·-·-)-·-··- :-::j.-:-_ .... .::;.:;:.:;.:.�··�;::.;;.::. ..... . . = � --·-::::re:. -� -:;-::.. , __ -_:} :: ----- --,,� ( .·=•fr'-• •·· ,, r . I,, -.r:::: :: .r .. + ...... ,. ... ""'···-·-·i-"· --"'t"'" ·-·�-·--- ... ·:;·";'.::t,--��-� --- ._;. .. -... , ....... , ............. .... , ·-·-·----,_, ----i-•' VERT: 1 "= 4' HORIZ: 1"� 40' -r-�---- - ---- --i--__ .,_ ·········i· ········· .............. , ......... , .. . ·---·-\ -·--+· � .... -----...... . ._ ::---1·--:---·1--· ; ��.-.::L- . -·,---; --�..:::�.:� ' ___ _ ..... ·-{,;;:..··>+·"'"· ' .. - ·�·····+····:,: . .("_.;---+�---\ ........... .,,. ..... , ....... • ..... ·· 1··- ---4-- �-�-�>� ' . ....... Y···· s,..-.-�-� --4---' ---\·-·"'" --·y-- --�--../4----..... L•-:f •••••• ·····�:L . -�--,,·--·-··-····-·- ' ... , -�-r-· _.,_ -.. ,. -· ..... -·-·-,···--·- .t::..::.:� _, __ _ t{iPr r=···.,,,,,,,=•t·- 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 CONSTRUCTION NOTES PROPOSED 8" RECLAIMED WATERLINE ........ 0 0 0 0 + 0 N --� .-----.. ·-': RE:VISiONS REV/S€D P,/;R RECORD DRAWING ., .... N 2 ""<>------------ -.-.. - ,-},.' d�, I DESIGNED: M.G. DRAWN: D.M.\R.R.\K.P. t:. +83.44 8" R.W.G.V. rLli.8" FLG.xPJ ES X STA. 27+85.00 A�-----ili' \ · . 8"x8''x4' TEE FL6 8."AYI< .G.V .. FL. q 2-8' ADAPTER R.Gx6T4" AY.K.iJ1.Pt.G . \4.' ADAPTE/f FLGXGT MILLIKEN AVENUE I (-�� ••• -.>i"-,��:..·.-·::_;:;.;;;· ,✓4/. �/ / E+---'- T T S49"21 '33" E 6 G S49"21 '33"[ \ �'- S" VCP S -==--""f'c,,.;_""'.:"-------(}"----------..,.,:<f .. ----"-=--B" VCP S w "1� ,.) ------------------12" ACP W-------------'f\1.----------_.;,': 12� ACfl W l- ru 11 ,0'1' AL TON A VENUE D fJ' V.C.P. S (INV. ELEV.= 27.60.l:) 12" A.C.P. W (DEPTH= 4.5'±)--J ff' G (DEPTH= 3'±)-----� DATE Z/ir/'13 PROJ::c-ENGINEER , 5" G •.·"rr,. ) ,. ' I TEMP. B.O. SEE GENERAL NOTE #9 ON SHEET 2 I 0 s49·21·3J"E w " 12" ACP W -.��---··�--··�--- Prepared in the office of 0 0 0 0 + 0 Ii) 0 CONSTRUCT TEMPORARY BLOW OFF ASSEMBLY. SEE DETAIL©0 CONSTRUCT BLOW OFF ASSEMBLY. SEE DETAIL @ 0 CONSTRUCT 2" AIR AND VACUUM RELIEF VALVE ASSEMBLY.SEE DETAll ® 0 USE RPJxRPJxFLG. FOR D.1.P., U�PJxP.JxFLG. AND T.B. FORA.C.P. OR P.V.C. PER DETAIL ti-j= 0 USE RPJ FOR D.I.P., USE PJ AND T.B. FOR A.C.P. AND P.V.C.PER DETAIL EB @INSTALL VALVE AND VALVE BOX PER DETAIL © RECORD DRAWING [f} No. 040797 G *p. 3-31·94 * CiVll CF c�•,\ IRVINE BUSINESS COMPLEX RECLAIMED WATER DISTRIBUTION SYSTEM SHEET 31 OF W-5422-S ,.; ... - ---... -·--··+ -·._ ·-··-·-.. ····-... ··-·�··· 1 ·-. ::;,; . .;.,:··-··· .... / ... , .. ·~·............. -·--<-···---.. ................ + ......... ,. -. .J.--·--···l-.. -., , .. ·+······+· + ' 30+00 0 0 0 0 + 0 I") .. --.. ., .. -----·-4 • .. -,, .... -·-•i,-•--- i - - -· l::::d:e··\---··-·-·----t -••• (. ---.----f.-.---.• ·- ___ , ....... ·······•f.· �- �,-•·== -~ ·1 ................ •. . ........ ,:.·.-.. -�:-r. ··�•·'� . -······\ . < 4 ---,--. ., . .,.... ·-- ···--··--··+ ···• �· -s=' <,w.�,-,.,= • • ·-z--cc-: . .... � .. ,. . . ...... ( ...... ,./ .. _.:.;_ -·--. --·-·-··+. .. -t ··t· ····-· ••••• ·---·--·-. -.. ::;:: ...... --,--·-·· ... --............ ·······-l······ -. , ,. ' =i=:2= •• • -� .. ···!······ .. ···<· ... : . .... . ..... •. .. ..... • . . .,. r -...... ,. :.:t .. , ...•.c=t�,:ffi --r--·-· . ·'--· C •• -�. -__J ···+ .:� ·;f� �-:.:l:" :-:+........... ; ......... -\--•·- ·t-·····-·(······ .. .. ... ' -• -----+ . ·--�·---.. ;... --..... ·t·--......... . . . ......... ,, .... . ,�;:: ... ,.➔ .............. r·-- ...!,:"'; �--· -.;. ' ' " '----··+--..... , ..... , .. .... ,: . /., ..... ,,<-.. ·:: '.: :} "" ··)· -·/· ' ···i-·-l-...... ----·+ ••. 4.. '. • �{'. .. ..::;.:j. i -..... " - ... ! ....... .i .. --,· ..... -(··-! • -->----··--- . ... • ........ (.. ...... ,---·----... �- . ..................... ... , .. ;. ..... { ..i. ....... 3 ·- -------;--.. ·-• ··---f-- - \······· ··•· . �··'· ·:, ·1 ' •• ' ·----·--:::...:: .!--l. -f:--� ..0 -... , ... (-···- •••• , •• -0 --1 .. ..:---...... .....•.... .... ;... ............ ,. ... -·-... -' ----,--·-·' ... ., . .... , ..... , .. ,-..... ' ., .. - ·····•,···· \ -1-···r.-::·· ..-t-�-: . -+ --->--+--! i"'-·'·"t ----� . ... .. - -. . .. -.. , . ··-t--·-·_,,,,. .. ....... , .. _ .. '. . . {---· -{-·r· , ... ·i .... · ./. ..... ·· 1 . c· .. ,_·. ..... l. :-':. .... ,.�4.·.· ... .. ··--··-,·· - -.. , .. --+ . . t t-·--f :§� -. ______ _, __ ---··-):::.: ..... , .. , ,'••·····-J····· ' ......... , .. ,.,_ -.... ' ..... . ··-/., • • • • : : , . : : . . ' .••• • • : .,.-..... ,, .. -�:---......... ···-?-"""'�----. ,. ·/ ··-. 31+00 �,.�-,,,--.. 1 ·.-~ f .·., 32+00 ,__,s�TAc,,.,-,,3;,.1,,,.+,.,00,.,,.0,.,,0'-{ 3 A,R.V. ,-�-·-,··-· ' ···!· ., cg =:t- --�----"... ,, ·-. . .. - 33+00 ·+··· . '7":-� . � .. ,.. ,-.. -J--, -·+�..-..-i-.--r 1::-.../ ---" .. ,,;_, __ ,,. w," ·�---,.,..., .:=r:: -.;1 -·-a .. f-· J. ·T ••••• ··l-. -, .. .. % 34+00 35+00 VERT: 1" HORIZ: 1" PROPOSED 8" RECLAIMED WATERLINE ;.-...:S;,;T:.cA,:..,;;;35"-+'-'8,,0cc.O.,□-=�-----, irx s·x 4'' 1£1= FL6Zc-8" AMPTc/i' FLtSXGT �"AVK l?'V 8.G I cb TEMP. ,10. ,E -T S TA 33+32,0 0 '-',;,;;..:bx:a.B . .,".;:cxj"''.-c:J;,;;t:;;;_ .. E_.::. .... 8"'�r(i,,-.. -.. ---t-34'' nVK .G.V. Fl,G 4" ADAPTER FLGx6T ..... 2-8' Al>APTfR EL.GXG'T. (DEPJH.;;, 3'±) ,:.,, (DE"fiiH= 3'±) (DEPTH,-"', 3'±) '�✓-- 4''AVK GV FLG '4' AD.APTER FLt!ixGT AL TON A VENUE TEMP. 8.0. SEE GENERAL NOTE #9ON SHEET 2 ..... , -...,--••• ·�-··· 36+00 ADAPTER x ANO Tn -• NOTE ' . ..... /. ..... 37+00 •ND 8" FA.C.P.11).I.P., PJ r,, PE� ·y--· l --··· :t:·· - ., "· --. <"··· ' •. --+·-.. . ··+ • ····i ···-··I ... ,-. ....... .......... ------! .. -•-·-l --�-::-t::::: -··.,.�-·-: ------::::�::::L ---y _._ ... ·1· ...... �.,cc,·" -········· i--·� •••• :·.·.:.: .... ::-··• ......... :: ..... . .... ~ ' -·· :··:(" 1· ....... ··r --�.·.¼-::::-.. : .. ·: . M,,,..,.,,...._ •'-==o -·---1•-.:. ·)·· --··i-······ + -.... ' ..... . .,-.., ..... ,...:.J:-... :.t<. ) .... -····+·-,... ' . . ---�·-·· , .. , .. -; .... ····1······· . . ..... " •• -i ·--'··· .:..:.:.t.: ,-...,.:_�;;_;;..:.,:: .. ,.L:..:::.: \ •----.J., .... "":.':: \. •-•o• -, ....... ;, .. 1--.... . ="f'=-·.~,--wc�----··'------�---•.. 38+00 JAMBOREE JAMBOREE ROAD ROAD ----�- 39+00 CB -----YT--r ... � - ...- "+- -M =·,,fl�i,._..,.w.-,, --•;t�:.�,:+,.;:;.:::::;;;:.:.fl� ' f . ·-+. ·- . ... , .. , .. "'t: ·::·:1. ·--L •• "'" ;; .......... ·-r------·+-------+ -.. .i "'�J==r ::·�--:-w .. ·-··· .,., -\-. -., •i-•---• -+·· _ _,_ __ ..... ' ':::::c t,i != .. _--·-·t·---.... -• j .• )--··· ·r:···--··:_::··L·..:::::.f:·::··::: 4�---� ., \----,--. � ..... ,. --... � -.. l ..... . ..... / .. _C. -'··· ..... ..... 1 ... CONSTRUCTION NOTES ...• -.. 1 ...... ;. ... --l., .. , ':""':'-� 1-- 0 CONSTRUCT TEMPORARY BLOW OFF. SEE DETAIL @ 0 CONSTRUCT 1" AIR & VACUUM RELIEF VALVE ASSEMBLY.SEE DCTAIL@ 0 USE RPJxRPJxFLG, FOR D.l,P,, U�PJxPJxFLG. AND T.8, FORA.C.P.OR P.V,C. PER DETAIL W @ INSTALL VALVE AND VALVE BOX PER DETAIL@ * * . .-+ ........ " .. -·- • : � :t: ::.:: l---------------------:-=-=�-r------r--------------,-:;;-;;=;;;;;;;-,7�,,,ro-.:n.-:----:,'J,=�---------=-:�0,ii'.ETE-=-:-T-------==--=--:----------------,-��;;--;-;;�;;-;-��P;-;;E�-G;"sH�E�E�Tl No. DATE REVISIONS AP l!ZQVED f✓ ':..�p.,,c-,• v., -z,/IS-/'13 --�\ Prepared in the office of IRVINE BUSINESS COM L X • � /4\ ,1-1to-'34 REv1sED PER REcoRD DRAWING �, □c:s1GNE□ M.G. IRVINE RANCH C ANDRE1;0AN, R.c.:4:7� ' /PROJc.c, ENGINEER J J""' i,�-Church Engineering, Inc.RECLAIMED WATER 32 � RECORD DRAWING �--!-----+-----------------------jf------j DRAWN: O,M,\R.R.\K,P, w ATER DISTRICT GREG R-E./IE ·,,···,;:: CE 33D8�-"\ ASSISTANT DIRECTOR OF 0LANNING &2�N!;<ERING I�� Consulting Engineecs ��•,0n1e Alton Ave. DISTRIBUTION SYSTEM OF 1 I • C 1 • f IRVINE RANCH ,. • • , -Planners CA 92714 rVID8p & l • rwATER DISTRIC' . = surveyors c114Jsso-asoo PHASE 11 & 111 -PROJECT No. 38610 5 7 z t=J====r======-================r _____ L:c�H:E:C:,<E:D�:-...::.A:.l.�-L---------_:_ __________ _J_:ll�"===��------------------------------1------:------------------:---------L---------:-----,T1!5stiTz"Twt's;�m-;., 1315sh32.dwg 6/12/92 ...., en W-5422-S SAW CUT - ---.... r:---------_:..,._;__ ____ .....;;::,,�-EXISTING REPLACEMENT PAVEMENT PAVEMENT A.C. OR P.C.C.zy�"'=/,,�,::, "=( S�Er-E _N_o_i_E _N_o_.l,;_2-;'r,3.;_, _8_4 _)-r=�=STREET ZONE • I'-. � c3 I-Lu tu ��:::,;C> s:i:"' CL f" THICKE5R· THAN EXISTING BUT" NOT LESS THAN ,4,i·roR LOCAL AND LOCAL INDUSTRIAL STREETS OR 6'" FOR COLLECTOR AND.ARTERIAL STREETS. PAVEMENT THICKNESS SHALL BE 1.20" THICK IN THE CITY OF TUSTIN. PROPOSED OR EXIST. STREET SURFACE LO CATED WITHIN STREET PA VEMENT, SEE DETAIL B FOR TRAFFIC COVER � f'-9" EXIST. CURB •t--°-';;:zj--,{_8 GUTTER 2 I /2" BRASS FIRE HOSE NOZZLE WITH CAP AND CHAIN TRENCH WDTH WHERE PAVEMENT REPLACEMENT IS REQUIRED, REPLACE SUBGRADE WITH C.A.B. TO THE SAME DEPTH AS THE EXISTING BUT NOT LESS THAN 0.65" MIN. C.A.B. @ 95% COMPACTION FOR COLLECTOR AND ARTERIAL STREETS WHICHE VER TEE (SEE NOTE 4 BELOW) __ TYP. SIDEWALK (SEE NOTE NO. 3) BRASS HOSE ADAPTER POTTER ROMA 2830 OR APPROVED EQUAL FOR A.C. 9" MIN.FOR P.C.C 12" MIN. � IS GREATER {SEE NOTES NO. /, 2, 8 4 BELOW). � �t---77�----TO 90% RELATI VE COMPACTION FROM TOP OF PIPE-I NATI VE OR IMPORTED BACKFILL MATERIAL COMPACTED � ZONE TO BOTTOM OF PAVEMENT SUBGRADE OR TO � FINISH GRADE IF THERE IS NO PAVEMENT. i/;_ OF PIPETO UNDISTURBED EARTH OF PIPELINE TRENCH OR 6" MIN WHICHEVER IS GREATER. CONC. SUPPORT OF SAME WIDTH AS LATERAL TRENCH """--... 6" TYP. 8" D.I. PIPE� -, �2-#4 REBARS .,. COATED WITH EC-244. 8" BLIND FLANGE WITH 3" TAPAND 3"x2·f· INSUL ATING BUSHING. 32"x32" CONC. BASE PEA GRAVEL �-8" D.I. FLANGED TEE 61/ O.D.6" MIN -------18"MA _· l B"MAX WARNING TAPE (EXCEPT PURPLE P.V.C. PIPE) .!....--1---,,-,c:L-�-� IMPORTED SAND BACKFILL MATERIAL COMPACTED TO 90% RELATI VE COMPACTION. 24" PRECAST CONCRETE MANHOLE NECK WITH TRAFFIC CAST IRON LID. BROOKS 360 MCN SERIES OR APPROVED EQUAL, TRAFFIC COVER TO BE MARKED IR WD-IRRIG. FLANGE INSULATING K1T·-__J�At��::::ill::::;=;:SEE DETAIL ON � r. (OMIT FOR ACP MAilfJ.JJ ;;·, .• e: .: :.. , ,>: .. ·"/·.' (: ._'� \,.·>;>.li-.'�--CLASS B CONC. SUPPORT FOR4·· D.I. LONG RADIUS,90' ELBOW . -...· --��;.,t---...\�ENTIRE WIDTH OF LATERAL ACP CLASS 200 OR P. V.C C-900 CLASS 200 OR DUCTILE IRON PIPE . WITH POLYETHYLENE ENCASEMENT PER SPECIFICATION SECTION l515L 3 /4" CRUSHED ROCK BACKFILL FOR UNSTABLE SOIL CONDITIONS. DISTRICT TO DETERMINE DEPTH OF REMOVAL. : • . ·: ,·:· _/2 :. : •• ·; . ;- ' ·.. . . ' ; .. . . . . ... ,. •. .·1.r.·.-:;: ', ' � ': . . ... • 1· .. _ :·,; \_PIPE BASE ( 6� MIN.! FINISH GRADE - STREET PAVEMENT SEE NOTE NO. 3- SEE DETAIL A FOR PIPING DETAILS 4· DETAIL B FOR 12·· PIPE OR LESS(6" D.I. LONG RADIUS,90' TRENCH ELBOW 8 6"x4" D.I. FLANGED CONCENTRIC REDUCER FOR 16"" PIPE.) 8"x4" D.I. REDUCER FxF 4" D.!. SPOOL FxF LENGTH-....... -✓ \ 4" FLANGE COUPLING ADAPTER AS REQ"D. {SEE NOTE NO. 2). -I 4" FxF RESILIENT WEDGE {FOR 200 psi WORKING PRESSURE).__/ NOTES: DETAIL A PEA GRAVEL /. SEE PLANS FOR WA TERLINE BLOW-OFF ASSEMBLY LOCATIONS. 4" D.I. SPOOL FxPE LENGTHAS REQUIRED 2.THE 4" D.I. SPOOL !FxF -LENGTH AS REQ'D.! MAY BE ELIMINATED IF ACTUALSITE CONDITIONS WARRANT IT. 3.IF SIDEWALK OR STREET PA VEMENT IS EXIST/STING, THE CONTRACTORSHALL REMOVE AND REPLACE THE SIDEWALK OR STREET PAVEMENT TO MATCHEXISTING. 4.FOR IN-LINE BLOW-OFF, THE TEE SHALL BE RPJxRPJxFLG. FORD.IP. 1211 3 NOTES: OR PJxPJxFLG. FOR A.C.P. AND P.V.C. AT INTERSECTION THE TEESHALL BE FLG xFLG xFLG.24"MIN. I.FOR PERMANENT RESURFACING, SUBGRADE SHALL CONFORM TO SECTION 30/ ANDPAVEMENT RECONSTRUCT/ON SHALL COMPLY WITH APPLICABLE PROVISIONS. OF SECTION 302 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON. 2. TEMPORARY RESURFACING SHALL COMPLY WITH SECTION 306-/.5.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, .3. THE SAW.-GUTOF THE A.C. PAVEMENT SHALL BE A STRAIGHT CLEAN LINE ACCEPTABLE TO THE OWNER'S REPRESENTATI VE. 4.CRUSHED AGGREGATE BASE(C.A.B.) 8 CRUSHED MISCELLANEOUS BASE(C.M.B.) SHALL CONFORM TO SUBSECTION 200-2 OF THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. I TYPICAL BEDDING DETAIL SCALE: I'"= I' -O" 2 BLOW-OFF ASSEMBLY DETAIL VALVE ENDS AS SPECIFIED --- NOT TO SCALE -----VALVE BOX PER @ GEAR OPERATOR 1 • I ! I ,-, , I ' 6 26" DIA. A.C. PAVEMENT No. TRENCH WIDTH WARNING TAPE 1/2 O.D. � UNDISTURBED SOil"------VARIABLE, DEPENDING UPON PIPE SIZE AND SOIL CONDITIONS. CARRIER PIPE· (TYP.J (SEE NOTE NO. 4 BELOW) ·---UNDISTURBED SOILCLASS "B" CONCRETE DATE TYPE A .4 CONCRETE ENCASEMENT DETAILS SCALE: /" = I' -0" NOTES: I.CONCRETE ENCASEMENT SHALL BE USED WHEN COVER IS UNDER 4' OR OVER 20.2.ENCASEMENT TO BE PLACED AG AINST UNDISTURBED NATURAL GROUND OR FILLCOMPACTED TO 90% RELATIVE DENSITY.3.TYPE OF CONCRETE ENCASEMENT TO BE USED IS SHOWN ON PLANS OR WILL BESPECIFIED BY DISTRICT REPRESENTATIVE TO MEET UNFORESEEN FIELD CONDITIONS. 4.WHERE SLOPE TRENCHES ARE USED , WALLS WILL NOT BEGIN TO SLOPE CLOSERTHAN 12" FROM THE TOP OP THE PIPE. REVISIONS APPROVED DESIGNED.· M.G. l--+-----+---------------------11---------1 DRAWN: D.M l--+----+----------------------11--------1 CHECKED: A.I. < IRYINE RANCH WATER BISTRICT Irw,iae, Calif'. 5 ,. WIDTH OF TRENCH+ 2x PIPE DIA. IN-L INE VALVE SETTING NOT TO SCALE .. � QrESSl ti � 0 N0.40797 � w ,.,, cc EXP. 3-31 ::o , C/VI\.. OF CALIY l A 10 P, P.V.C. OR 3 D.I. RECLAIMED WATER LINE WITH 4 LEGEND OF MATERIALS I.D.I.P. BELL OR SPIGOT END OR ACP COUPLING2.C.I. PLUG OR A CP COUPLING TAPPED 2 112"'3.2" x 6" BRASS NIPPLE.4.2" BRASS 90 • ELL.5.2" x 12" BRASS NIPPLE6.2" BRASS GATE VALVE.7.2" RISER MATERIAL IPVC,GALV. OR BRASS-LENGTH AS REQUIRED)8, 2" M.LP. x PVC ADAPTOR FOR PVC RISER.9.CONCRETEI THRUST BLOCK.(SEE NOTE 3)10.2 I/?"r 2.'.' RIGID SCHEDULE 80PVC REDUCING BUSHING. ; ,, I , . NOTES: ' ' I.TEMPORARY BLOW-OFF ASSEMBLY REQUIRED AT ALL DEA D ENDLINES. 2.REMOVE RISER MATERIAL AFTER FLUSHING AND 4NSTALL 2" BRASSPLUG IN VALVE. LEAVE VALVE CLOSED.3.PROVIDE CONCRETE THRUST BLOCK IF RESTRAINED JOINTS ARENOT PRO VIDED RESTRAINED. JOINTS. SEE PLANS AND SPECIFICATIONS FOR DETAILS/SEE NOTE 3:J CONSTRUCT/ON. TEMPORARY BLOW-OFF NOT TO SCALE CAP SCREW,-.,vs' A.W.W.A. 2" SQUARE OPERATING NUT WELD ,.,-"'-' 6)f' DIA. X W16" SPACER PLATE 12" BELOW TOP OF OPERATING NUT I¼" SOL ID, ROLL OR SQUARE STOCK (PINNED COUPLERS ARE UNACCEPTABLE) /8 • WE LD. SOCKET FOR 2" SQUARE OPERATING NUT VALVE STEM EXTENSION NOT TO SCALE 2." li:JLES, I" DIA .. 6�' DIA. SPACER PLATEPLAN 1.PROVIDE VALVE STEM EXTENSION WHEN DEPTH TOOPERATING NUT EXCEEDS 48' (FABRICATE EXTENSION TO FIELD MEASUREMENT -SEE NOTE 2).2.NO VALVE STEM EXTENSION SHALL BE LESS THAN 2FEET IN LENGTH. TERMINATE EXTENSION 24" TO 36° FROM FINISHED GRADE.3 .. PROVIDE ADDITIONAL SPACER PLATE WHEN DISTANCE TO BOTTOM SOCKET EXCEEDS 5 FEET. STREET � PIPE (TYP.) VALVE (TIP.I OPERATOR TYP.)-SEENOTE 4 �--CLASS "B" CONCRETE COLLAR (TYP.l ....__.__:._ �ON COVER WITH WORO WATER" CAST THEREON '--�+--VALVE BOX B" PVC DR 35 SEWER PIPE FOR VALVE WELL MATERIAL BACKF ILL AROUND VALVE WITH SAND, SEE CONTRACTSPECIFICJU'I.ONSc VALVE WELL Fal DOMESTIC WATER LINES al "IRRIG" FOR RECLAIMED WATER UIES. .TYPICAL BUTTERFLY VALVEOPERATOR POSITI ON ,----. . ' . c=;:,.:� NOTES:l. P . ROVIOE VA .. LVE S.T. E.H. EX . T .. ENSIQN I�H. TO VALVE .NUT EXCEEDS + FEEJ. !iiEE ; DETAIL � . . . . .. 2, BUTTEIIFLY VALVE OPERATORS SHALL BE LOCATED ON THE LEFT-HAND SIDE OF THE VALVE (AT .TI!E TEE OR CROSS) AN9 LOOKING THROUGH THE VALVE TOWARD THEPIPE END. F•.J .\.. �-1 .,.,,-,,, I• f'-•""1 'I ,l'-' I.'.&, :,u:::::1:�i; VALVE--f-4"'-;:i---C:: 3.WHERE CONCRETE CROSS GUTTERS WILL EXIST AT STREET INTERSECTIONS WHICH WILL INTERFERE WITHVALVE BOXES, THE PIPELINE SHALL BE MOVED TO APOSITION Ot 7 FEET OFF THE CURB'FACE TO CLEARWATER MAIN CLASS "B" CONCRETE ANCHOR BLOCK ,. 4 STEEL REINFORCING BARS COATED WITH MINN. MINING B MANUFACTURING EC-244, KOPPERS CO. BITUMASTIC N0.505 OR APPROVED EQUAL ONLY m EXPOSED PART OFREINFORCING BARS ,; ...., \ I 8 VA LVE AND VALVE BOX INSTALLATION -NOT TO SCALE CROSS GUTTER. 4.VALVES TO BE LOCATED ADJACENT TO FITTINGSWHEREVER POSSIBLE USING FLG X RT VALVES. 5, VALVES BOLTED TO FITTINGS WILL NOT REOUIREANCHOR BLOCKS. . ' VALVE SIZE DIMENSION A .!!. '6" OR SMALLER ------12" 12" 8" ----------'--13" l4" 10" -----------14'" 1611 12;:·•14" 18" illMENSION ''c"= TRENCH WIDTH PLUS ,�·x PIP�,,DIAMETER RECORD DRAWING Church Engfrieel'ins, Inc. Consullin!:J Engirwrcm 2501 ,Hmn ,lw,mw, /n•in,• IRVINE BUSINESS COMPLEX RECLAIMED W�TER. DISTRIBUTION SYSTEM PHASE II 8 Ill -PROJECT No. 386 I 0 -SHEET 33 Pl1mncrs CaliF1n1ia 9271'1 Surveyurs Telephone. (714) r;r;/J-1,Jri(JIJ PIPELINE APPURTENANCES AND MISCELLANFOUS DETAILS 57 •RECTOR OF E, ::.,.,;__., _________________ '--------------------------- .......... -½_,,,,j!! ,. W-5422-S • 2" STANDARD STEEL PIPE HALF COUPLING 2" CAST IRON PLUG----- STEEL CASING 3/16 REMOVE PO RTION OF EXIST. SIDEWALK AND REPLACE AS SHOWN--.__ I SEE DETAIL ® GROUT COUPLING NOT TO SCALE 6 '" OR MATCH THICKNESS OF EXISTING SIDEWALK }' ': :: ': �•. , .. � .. }'· < GROUT CONNECTION HOLES SPACED 96" ON CENTER IN EACH ROW AND STAGGERED 48" SO AS TO OCCUR ON ALTERNATE SIDES OF CROWN, FOR GROUT COUPLING, SEE DETAIL ABOVE. (ON 30" CASING ONLY) VOIDS BETWEEN THE CASING AND SURROUND/NG EARTH SHALL BE PRESSURE GROUTED FROM WITHIN CASING OR FROM THE TOP OF GROUND. GROUT CONNECTION HOLES SPACED 240" ON CEN'l"ER IN EACH ROW AND STAGGERED 120" SO AS TO OCCUR ON ALTERNATE SIDES . FOR GROUT COUPLING, SEE DETAIL !. / ABOVE. (ON 30" CASING ONL 'fl 1.CASING PIPE _/ 'it_ CARRIER PIPE----' ---STEEL CASING SHALL HAVE A FULL CIRCUMFERENCE WELD __--BELL --$TEEL CASING OF 35,000 p.s.i. MINIMUM YIELD STRENGTH -� CARRIER PIPE il��-NON-COATED STEEL CASING PIPE �-====;==It' (SEE SCHEDULE FOR SIZE AND WALL THICKNESS} ;:,'---AIR BLOWN SAND .:)t;,zy""}i;,6�-4"x4" UNFINISHED REDWOOD SKIDS. 3'-0" LONGBEVELED BOTH ENDS, 4-SK/DS AND 2 BLOCKS PER LENGTH OF PIPE TO BE STRAPPED IN PLACE 2'-0" AND 4'-0" FROM EACH END OF CARRIER PIPE CR C.4SING PIPE, WITH FLAT STAINLESS STEEL STRAPS. NOTCH SKID AND BLOCK l/2" DEEP AND 8 TYPICAL . CROSS S£CTJONNOT TO SCALE THE WIDTH OF THE STRAP TO SEAT EACH STRAP AND TO PREVENT THE STRAP FROM CONTACTING THE STEEL CASING DURING AND AFTER INSTALLATION OF THE CARRIER PIPE. GENERAL NOTES: I.CASING SHALL BE INSTALLED BY BORING ORJACKING. (SEE NOTE NO. 8).2.REDWOOD SKIDS SHALL BE PROVIDED AS PERDETAIL ABOVE.3.SIZE AND THICKNESS OF CASING SHALL BEAS SHOWN IN SCHEDULE.4.ALL CASING SECTONS TO BE JOINED BYCONTINUOUS WELD. SEAL E:NDS OF CASING WITH 2000# CONCRE MORTAR GROUT AND B TE URLAP 6" 5.STEEL CASING SHALL BE MANUFACTURED FROM ASTM-A283,GRADES C OR D, OR ASTM-A36 STEEL (UNCOATED}.6.EACH E:ND OF CASING SHALL BE SEALED WITH CONCRE:TEOR APPROVED FLE:XIBLE SEAL (SE:E: DE:TAIL THIS St:r-TJ.7.CASING TO BE FILLED WITH AIR BLOWN SAND.8.USE: OF A JACKING BAND TO REINFORCE THE END OF PIPE.RECEIVING THE JACKING THRUST WILL BE REQUIRED. STEEL CASING PIPE: 7 2 /0" i I X/S T I /2 -i ; ' E • � I • CONG. CURB f : •t--= It ___ _JSLOP£ /" PER FOOT 9 /0 6" MIN. ALL AROUND "L" (SEE PLANS) NOTES: I.PAINT PIPE COVE:R 8 AIR RELIEF VALVE WITH ONE COAT OFPRIMER 8 TWO COATS OF FINISH PAINT (SE:£ PAINTING SPECIFICATIONS).2.SEE CONTRACT SPEC/FICATIONSFOR ADDITIONAL DE:TAILS.(SEC. 09900) AIR 8 VACUUM RELIEF VALVE DETAIL fl" 8 2") NOT TO SCALE BACK-UP OR APPROVED FLEXIBLE SEAL;----.. MIN. 2'-0" 2'-0" ARR/ER PIPt. ,,,.-DJ. C REMO VE PORTION OF EXIST, SIDEWALK AND REPLACE AS SHOWN. 1-.., \, / ··-�··,.11 I I \ \• '' I,. .. ; .-: .i:,,_ - : I 11 11 ITEM NO, 0 0 0 0 (ji) I I I - I '� ,, I FLAT STAINLESS I (1. CASlrf PIPE ( STEEL, fTRAP 1.CARR1i7 Pl;E J I , _1,1 1.CASING PIPE� FLAT TAINLESS ll �TEE�, STRA,0 �... II I I I I I I i I I - , . ', . . ,-.6" CONG. CURB---/ I • '� .• ' J-_j I r-P_J ' I I 11 I I CARRIER PIPE I I I' \ ... -,.-... -1•-.: r1 ,, ' .... ' I~ �7 'T<-------ca:. ?/ ""--\ \r , __ ='"s-----, \....4 "x4" REDWOOD SK7v--2'-0" 2'-0" FILL CASING WITH AIR BLOWN SAND LONGITUDINAL SEC1"/ON -i I 11 I I I I I I I 111 --\ <__ -=•,, 4 "x4" REDWOOD SKID 112" DEEP NOTCH £QUA 6" MIN. __ ,/ ALL AROUND ', 4" RWGV AND VALVE@ BOX PER DETAIL .-fl_ 33 4" x 2" SERVICE SADDLE PIPING DESCRIPTION GALVANIZED STEEL VENT(i) PIPE COVER, SEE DETAIL A HEREON COMBINATION AIR AND VACUUM RELIE:F VALVE BRASS CLOSE NIPPLE BRONZE GATE VALVE CRANE FIG. 438, STOCKHAM /03 OR EQUAL M I P THREAD AND SWEAT ADAPTER COLD JOINT STRIP 90° LO NG RADIUS BEND CORPORATION STOP JONES J-I930, FORD FB-700 OR EQUAL BRONZE SERVICE SADDLE COPPER TUBING TYPE "K" PVC SLEEVE GAL VAN/ZED CLOSE NIPPLE AND RETURN BEND PIPE. FITTING OR VALVE SIZES FOR I" A 8 VRV ASStMBLIES /8" O.D. l"APCO NO. l43C OR EQUAL /" /" '/" I" I" I .. 2" I" * 27" FOR 2" SLEEVE28" FOR 3" SLEEVE * PIPE, FITTING OR VALVE SIZES FOR 2" A 8 VRV ASSEMBLIES 20" O.D. 2" A PC 0 NO. l45C OR EQUAL 2" 2" 2" 2" 2" 2" 2" 3" 2" /SYMMETRICA L ABOUT 1. ...----DRAIN HOLES--''--�-.-.;,---- + --¥', -�--.--CD--t : ; 1-\ !; V_ -3/8" THICK STE:EL PLATEj= � 0 .--1. ( �.· ..ANCHOR BOLTS 1 • , '. • ,, -...,_ • i---CONCRETE PAD 21/2.. I> • & • • .--...., CLR. "-.__ HANDLE PLAN 3/16" GALVANIZED \ 18" 0.D. OR STEEL PLATE 20" 0.D. NOM 3116 V 2-/ /2" ¢ HANDLES 180 '--....._ I\ • 6".. APART WELD�D TO PIPE ----..... I • .,;.. �2 . ' -1.i--([)--., [ ___..:----5 ROWS WI 8-3/4''¢ V . HOLlf_S STAGGERED ai �-+----• o : o !� o : o I ____..--:�� :2� JO GAUGE C\J O O O O � STE EL PIPE. C\J 0 0 I �4-112''¢ DRAIN V,.---,____ _ . HOLES @ 90� , '/ / pr+----:3cc/l,-c,6.,-..,. V-/ ---318" STEEL PLATE io-r---1..-,--").J..1//-,�--_ .... 1_,•.,...·•·�""'·_:·_ 4�� .. ;:::.;:::. =;i:;I�;:::::;:::· _=ff�f!4..·.� --., ·h=== �• ,. ·,_. ,-·,_, F!Vffe�"<1/ � KWIK-BOLTS )) • 1 .,·,. 5'18" ¢ x2 3/4" LONG S.S .. CLASS B •,CONC. PAD ]_:;.,' 1 •.CONSTRUCT PVC SLEEVE ---� • / 1 •·· CONCRETE PAD ••6 " MIN. CLASS "B" ........___1 ICONC. FILL ALL AROUNDM SLEEVE ., .•IN UNDEVELOPED AREAS SECTION /'A' AIR 8 VACUUM RELIEF VALVE COVER DETAILS NOT TO SCALE 3' OR WIDER -----:,----FACE OF EXISTING CURB PARKWAY \ \:: ..... ; ,--18" MIN: ·,: .c-�.. ' .. '. .. . .. ' . ' .. " -. . . -*I ..EXISTING SIDE:WALK WIDER THAN 6' _.__ __ 0 -18" O.D. OR , EXISTING SIDEWALK 6' WIDE OR LESS --"o"' 328".. . .. , ... , 20" O.D. CASE I CASE 2 EXISTING SIDEWALK ADJACENT TO CURB SIDEWALK • "' • � '·.' .· -'.'.'.__..128·!-'\�:·�tt_ PVC SLEEVE EXISTING ��--SIDEWALK-........,",,·· ....* .. .. FF 27 FOR 2 SL __ VE28" FOR 3" SLEEVE CASE 3 ' "• , . ," ' ... .. ,: ... . (NO SIDEWALK PLANNED) OR SIDEWALK NOT ADJACENT TO CURB B AIR 8 VACUUM RELIEF VALVE ASSEMBLY PLACEMENT DETAILS 2" COPPER TUBING TYPE "K''. ,,,....-2 .. CORP. STOP NOT TO SCALE NOT TO SCAL£ CASING PIPE DAT A TABLE L TO THE WIDTH OF THE STRAP (TYP.) 4" DI FLANGE:D 90° ELBOW,CML ------(:�:Jl---flf� ;��-SE:E: DETAIL® PIPELINE SIZE: AND SERVICE B" R£CLA/MED WATERLINE /6" RECLAIMED WATERLINE STEEL CASING PIPE MINIMUM MINIMUM OUTSIDE WALL DIAMETER THICKNESS /8" 114" 30" 5/16" LINE SIZE x 4" TEE WITH FLANGED SIDE OUTLET. + I RECLAIMED WATERLINE ENCASEMENT DETAIL NOT TO SCALE 1-'-'N,:..:oc... ,y-..:D.;;.:�.:.;TE.::-;__.--______ ...:..R.:.:'E:..:V...:.Z=.Sl:..:O;.:.N.:.;S;;._ _______ ,--A_P._'P._'R;.;;O...;.V...;c'E..;;.O-t OESIGNEO M. G 1--+----+--------------------+-----t DRAWN.· D.M.IRYINE RANCH f=1 WATER BISTRICT e 1 4" FLANGE ADAPTOR .THRUST BLOCK VARIES IMtflWOI t::1:::::1::::::::::::::::::::::::::::::t:::::::lL::C:HE::CK.:E.:O:..:A:./· _ _J __ ....::L:r:.:"::•:•=e:,!.....:C:•=·=•:'-�·:..._..JL,!Ttlll'IJ:::::llffll'f::::::��m��;;;;;;;;;;;;;;;;;;J A TANT (}IR�CTOR • •• 4"CAP 4" LATERAL FOR FUTURE US£ 2.00' MIN. r:hwY:I, ,... •T':r,. ''"' Crmsulting Eng,inef'r.� 2,;01 i\}tnn A•·<'n11f', Irvine Planners _ CalijOmia 92714 Sun'cyors • 1clcphonc(7141660...'3600 RECORD DRAWING lRVJNE BUSINESS COMPLEX RECLAIMED WATER DISTRIBUTION SYSTEM PHASE II 8 Ill -PROJECT No. 3861 0 AIR 8, VACUUM RELIEF AND COf\JNECTION DETAILS SHEET 34 OF 57 - W-5422-S No. STEEL CASING PIPE, TYP .. SEE TABLEt FO,'? LOCATION i,-, 4 DATE 24" MIN. VALVE BOX AND COVER, PER SPECIFICATIONS CONNECT WIRE TO MACHINE SCREW TERMINAL. ALLOW SUFFICIENT SLACK IN TEST LEADS TO EXTEND /2" ABOVE GRADE SEE DETAIL@ 2" PVC SCH. 40 PIPE -... --------- -OPEN BOTH ENDS AWG NO. 8 HWM/PE\ -------3/4'; CRUSHED ROCK TEST LEADS � OMIT FOR ACP MAINU.--t�,,___ AWG NO. 12 THWN OR PVC. TEST LEADS --1----THERMJTE WELDWITH CAP, TYP. ---CLEAN PIPE SURFACE AS SPECIFIED, TYP. ---SEE NOTE 2 PIPE OR FITTING, TYP. I 6" DETAIL NOT TO SCALE / LABEL PIPELINE STATION THERM/TE WELD WITH CAP, TYP. SEE NOTE 2. STEEL CASING PIPE TO TEST BO�, I SEE DETAIL SEE NOTE1 - ,,.--�,AWG NO. 8 HWM/PE -------� TEST LEADS ,,,----,AWG NO. 12 THWN ---�----� TEST LEADS OMIT FOR ACP MAIN OR PVC. TO TEST BOX D.I. RECLAIMED WATERLINE(SIZE VARIES) D.I. CARRIER PIPE TYPICAL END OF CASING TEST STATION (4 WIRES) TYPICAL PIPELINE TEST STATION (2 WIRES) (DIP MAIN ONLY) 2 DETAIL 3 DETAIL NOT TO SCALE NOT TO SCALE THERM/TE WELD CAP, TYP. •1 .,,,--TERMINAL BOARD WITH CLEAN PIPE SURFACE PER SPEC. TYP. K THERM/TE WELD CAP, TYP. f 1 f I I J I I _ _.,. )) -� ) __ _./_/ TERMINAL PLATE DETAIL NOT TO SCALE REVISIONS BRASS MACHINE SCREW TERMINAL, TYP. 2 OR 4 PLACES, AS REQUIRED. APPROVED -�·· DES!GNEO. M.G. DRAWN: O.M CHECKED: A./, AWG NO, 8 If/AW /PE .I.P. BONDING STRAP, TWO FOR EACH JOINT. THERM/TE WELD CONNECTION, CLEAN PIPE SURFACE PER SPEC. TYP. TYP. SEE NOTE 2 NOTE :FOR RPJ USE SIMILAR BONDING PROCEDURE DIP PUSH-ON JOINT BOND 5 DETAIL NOT TO SCALE IllYINE llANCB WATEll JJISTllICT e ' C•lir. mt: ILOOI1\llllln,'I AWG NO. 8 '-/MW /PE S EEL OR D.J.P. BONDING STRAP, TWO FOR EACH JOINT. THERM/TE WELD CONNECTION , TYP. SEE NOTE 2 DIP FLANGED JOINT BOND 6 DETAIL NOT TO SCALE . TEST STA. NO. _I_, 2 3 4 5 6 .. 7 ' 8 9 10 .. ' ' ti 12 TABLE 1 CATHODIC PROTECTION TEST STATION (CPTS) (OMIT FOR ACP OR PVC MAINS) TEST STATION LOCATION •STREET NAME MoCARTl:IUR BLVD. VON KARMAN AVE VON KARMAN AVE. VON.KARMAN AVE VON KARMAN. AVE. ' . VON KARMAN AVE. BARRANCA PARKWAY MAIN STREET MAIN STREET MAIN. S.TREET McGAWAVE. ALTON AVE. D, I. = DUCTILE IRON STL. = STEEL R. W. = RECLAIMED WATER STREET q;_ STATION 51+ 50.00 3/ • 70,00 128 + 23.00 /36 • 18.00 156 • 00.00 175 • 00.00 28 • 72,00 100 + 10.00 124 + /8.00 146+ 82.00 18 + 40.00 19 + /8.00 ' PIPELINE TO BE TESTED SIZE 8" 8" ,,, 8" 8" IB"CASING 8" 8" /6'' 9AM '8" 9• """ 8" B"C4SrA'G' 8" 8•CAIIINB " 1s•r.ASfNG " , . TYPE OF MATER/Al SERVICE D,I. R.W. D.L R.W. D,L R.W. D.L R.W,sn.. D,I. R.W. D.l R.W. 8:f R.W. D.l ( R.W. :'h R.W. DJ. R.W. sn.. D.L R.W. sn. fJJ. R,W. sn ' .: ;;�·: •. /, "i; �::�: .. ,'7,, . ,' ' ' J·,;,,;.v -✓\>S,, \' · NUMBER OF WIRES PER TEST STATION 2 2 2 4 2 2 4 2 4 4 4 4 '" •,,(\. / ·"'··' GENERAL CORROSION MONITORING NOTES: /fl::'/ ' l/ ( c~a ' I.PROVIDE TERMINAL PLATE WITH FOUR TERMINALS. IDENTIFY CASING TfST· Wrff,j •• , 'STAMPED SS TAGS IN TEST BOX. \ •• • ,. • "X"· •.•· , ' 2.USE (CA) WELD METAL FOR STEEL AND CA(XF-/9) WELD METAL FOR DUQ.I'll,,.E ••• '·�······•·, IRON, TYP. I I ' RECORD DRAWING Church Engineering, fnr. I d 6-0 IRVIN E RANCH WATER DISTRICT ff1I RECLAIMED WATER PIPELINE PROJECT 'i;'.-�'Mlli'ill ""'""' RECYCLING 400 MILLION GALLO NS OF WATER PER YEAR FOR LANDSCAPE IRRIGATION, COMMERCIAL, AND INDUSTRIAL USE CONTRACTORS ABC LOGO CONSTRUCTl(lN COMPLETION COMPANY AUGUSTl993 /0 NOTICE OF CONSTRUCTION SIGN NOT TO SCALE • NOT�s:coNTRACTOR SHALL PROVIDE NOTICE OF CONS TRUCT/ON SIGN AS SHOWN � �iorESS/04',1, ABOVE. ONE SIGN IS TO PLACED ON EACH END OF EACH CONSTRUCT/ON HEADINGS. ,� !''N..!,j IQ �(<:: SIGNS SHALL NOT BE REMOVED UNTIL JOB IS COMPLETE. I:} �-� 2.CONTRACTOR SHALL PROVIDE THE DISTRICT WITH FINAL ARTWORK AND c,, :z. PROPOSED LOCATIONS OF THE "NOTICE OF CONSTRUCTION" SIGN FOR i3 NO. 40797 fT1 APPROVAL PRIOR TO CONSTRUCTING THE SIGN.' "-' M 3.SIGN SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE "WORK *EXP,3-31•94; AREA TRAFFIC CONTROL HANDBOOK" (WATCH), LATEST EDITION AND AS ..r,. C � REQUIRED BY THE CITY OF /RV/NE. ,.1,. /VI\. � 4. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM THE CIT Y OF IRVINE FOR 'f' OF CAl\\<;)� THE. CONSTRUCT/ON OF THE SIGN, IF REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. 5.SIGNS SHALL BE BLACK ON WHITE BACKGROUND fJ'CEPT"RECYCLING, .. US E" AND OUTSIDE BORDER WHICH SHALL BE PANTONE 241. ARTWORK FOR IRWD LOGO WILL BE PROVIDED BY IRWD. lRVINE· BUSINESS COMPLEX .. SHEET 35 Consulting E1igineers 2501 4./ton A�·tmue-, Irvi11e RECLAIMED WATER DISTRIBUTION SYSTEM PHASE II 8 Ill . -PROJECT No. 3861 0 Plam1en; Ca/ifernill 92.714 SurveyDrs Teiephr�rrn (714) 660-8600 CATHODIC PROTECTION AND JOINTS BOND DETAILS 57 Ir-.,iae, ASSJ.STANT 0 �-�..;;;;;;;;;;;�-----------L----------_;. ___ ......i,._,,._ ' ' • ' ' - I W-5422-S •• • ·o· ••• . ' . ---+--16"¢x 1/4" M.L. & C. STEEL CASING PIPE t------''"''"':.,_-jr-t.<'"''"'"---''----:;::-j� ff D.I.P. CARRIER PIPE WITHRESTRAINED JOINTS. TYPE TR FLEX OR EQUAL. • 4 35'± .__,__ __ -+_ EXISTING KNOCKOUT INGIRDER END WALL. ' ' . '• '• �-BRIDGE GIRDER (TYP.) t------BRIDGE PIER CAP DETAIL SCALE: 3/4" =1 '-::o" .,,---/\ \ 5 36 2'-9 1 /2" -..,.,.,_ -,/ ---- \ ' 8" D.I.P. CARRIER PIPE WITH /I I RESTRAINED JOINT.S, TYPE -.� .. I--,- ,..... ..... ,-----'I-----. I r /TR FLEX OR EJlUAL. 1 / \ / ,/; ,· ,/ /'· / /I \ // I , I I I I STEEl/ CASING b / \ // I 7'€--"-'='-'-'.c.=c.",---�--_.:,..\--'c\Bi----«-+•iz:c,:;1\--H -+--+�,-�,-�"-----·\I • I • j ,/ i I/ v---�--�-w-L - - - - - ,,_ ,.J OPENING IN ABUTMENT WALL -� v ... 2' -6" I I I i I SECTION "A-A" SPACE BETWEEN CASING AND OPENING IN ABUTMENT TO BE FILLED WITH MORTAR. SPACE BETWEEN CASING AND OPENING IN GIRDER TO BE FILLED WITH MORTAR. HQJI; CASING TO BE COATED WITH ASPHALT AND WRAPPED PER SPEC'S. SCALE: 3/4" =1 '-0" .. A•-.., CASING THROUGH GIRDER OPENING SCALE 3/4"=1'-0" I 1 36 .'. . . I• ---· . . -------- ' . 2'-9"± ... 2'-6 "± . .. ' . . t t----------i I \ • • ·-1 y /. I ' . . I• ----------------- 16"¢x 1/4" M.L. & C. STEEL CASING PIPE --++-----24" ACCESS MANHOLE, ONE PER SPAN..------_,_'r-- - - --,,,_,_ ____ __, SEE SHEET 36A FOR MANHOLE DETAILS. -----+---,...-�-----------'---,, ---� GIRDER OPENING -.,-�+--TWO 1 /2"¢x 3" L STAINLESS STEELBOLTS, W/ WASHER AND NUT. ..-r--+--1/4"T x 4"W STAINLESS STEEL STRAP • • ... 24" ACCESS MANHOLE, ONE PER SPAN. .------......_.,._ - - - - • _,,_,_ ____ � SEE SHEET 36A FOR MANHOLE DETAILS .• �-- GIRDER OPENING�----.,,-�+--TWO 1/2"¢x 3'L STAINLESS STEEL BOLTS, W/ WASHER AND NUT. ...-t---+--1/4"T x 4"W STAINLESS STEEL STRAP• y, . I I -1, I J • b EXISTING OPENING IN GIRDER SECTION WALL FOR CARRIER PIPE. //---/--16''¢x 1/4" STEEL CASING PIPE ,.,----t---:-t-··· .... 15' 0.1.P. CARRIER PIPE WITH RESTRAINED CONCRETE ENCASEMENT LEVEL • ... ·•• SEE NOTE BELOW. _,,.,,�.....,f--16''¢x 1/4" STEEL CASING PIPE .,,--t---c-t--15' D.I.P. CARRIER PIPE WITH RESTRAINED -1, I ' N . I I " I w ' . I I ,-' I -I ' . I 'I • I I o2I I . ,;: . . I I ' ' I I L_ - ----W . ' . . 'I . 1'-1'± 1'-11"± SECTION ·o-o·SCALE: 3/4"=1'-0" H;''Qlx 1/4" STEEL CASING OF ............... ---.35,000 P.S.I. MINIMUM YEILD STRENGTH g' 0.1.P. CARRIER PIPE WITH RESTRAINED----... JOINTS, 1YPE TR FLEX OR EQUAL. STEEL CASING SHALL HAVE A FULL --- -CIRCUMFERENCE WELD t CASING PIPE _/ £ CARRIER PIPE (f) LW o2< > JOINTS, TYPE TR FLEX OR EQUAL. '\��=JC��--r�--COVER PIPE CASING WITH 1/4"-EXPANSION JOINT MATERIAL. TWO 1/2"0x 3"L ANCHOR BOLTS W/ 2" HOOK, W/ WASHER AND NUT. •. • I .• • /.J. . • • • • •• •. Q• • • . : . . . • •• . . --+---1---1 '-0" LONG CONCRETE PAD (TO BE EPOXIED TO: �-. • : . •. • SOFFIT PER STATE SPEC.'S) BLAST CLEAN . i • .0. �. ·.. SURFACE BEFORE AFFIXING CONCRETE PAD.. . . �--��-+----TWO 2"0 DRAIN HOLES, 1 O" APART. 1 '-1 1" PERMANENT PIPE SUPPORT DETAIL 3 SCALE: 1"=1'-0" 36 �-----3/4"¢ PVC SLEEVES AT END OF CASING (2 REQ'D) . 4"x 4" UNFINISHED REDWOOD SKIDS, 3'-<J' LONG ANO BEVELED _L __ __,, ON BOTH ENDS. 4 SKIDS AND 2 BLOCKS PER LENGTH OF PIPE, STRAPPED IN PLACE 2' AND 4' FROM EACH END OF THE CARRIER PIPE WITH FLAT STAINLESS STEEL STRAPS. NOTCH BOTH THE BLOCK AND THE SKIDS 1 /2" D x THE STRAP WiDTH TO SEAT EACH STRAP ANO TO PREVENT THE STRAP FROM CONTACTING THE STEEL CASING DURING ANO AFTER iNSTALLATION OF THE CARRIER PIPE. NOTE: TYPICAL CROSS SECTION NTS CD "B' ------36' DIA. C.I. FRAME AND COVER ALHAMBRA't_ MANHOLE COVER .......................... --+---.. ·- ._ ....... -........ __ .... BE SET TO GRADE BY CONTRACTOR IN FIELD. / PLATE No. A-1134 OR EQUAL. COVER TO BE I 2'-B" 3'-6" (lYP.) (TYP.) INSTALL PIPE BEFORE INSTALUNG MANHOLE FILL ANNULAR SPACE BETWEEN CARRIER PIPE AND CASING FRAME AND COVER. WITH NON-SHRINK GROUT. PROVIDE TWO 3/4"� PVC i .'¾.___...--DRY PACK GROUT __/ SLEEVES AT THE BOTTOM FOR DRAINAGE. PVC SLEEVES , � ::;; hn=====j:=====;=:i",=}-""...-SHALL PENETRATE THROUGH GROUT SEAL TO ALLOW 1 • :,;36,, DA. • :. t-----LEVELING RING, HEIGHT TO BE DETERMINED BYMONITORING OF POSSIBLE LEAKS.-----------,..-_-...,�--_-_-_-_-_-_-_-_-..,.-:_ ___ .....,. __ ��.., ',..��;=;::=j:::�;==�1-; CONTRACTOR. I . ' ' . fr' R.W.G.V. W/ HANDWHEEL OPERATOR.----. :·• . ·/. . ' � ' i . . ALL OPENINGS SHALL BE CORE DRILLED IN FIELD. SIZE AND LOCATION OF WALL OPENINGS SHALL BE DETERMINED BY CONTRACTOR AND SHALL FIT VERTICAL AND HORIZONTAL ALIGNMENT OF WATER MAIN AND CASING SHOWN ON PLANS. AFTER CASING AND PIPE INSTALLATION IS COMPLETED, FILL REMAINING OPENINGS BETWEEN CASING AND WALL WITH NON-SHRINK GROUT. (1YP.) 8" D.1.P. CARRIER PIPE WITH RESTRAINED--� JOINTS, TYPE TR FLEX OR EQUAL. 8" FLANGED x GROOVED END D.I.P. . K . . . . . . . ' ' . .. I ' . I" i ' 3" I (TYP.) i 'I I' . ' . 8'-0" (TYP.) . -· [o ' ____ ALHAMBRA FOUNDARY GALVANIZED STEEL LADDERTYPE A-3400, FASTENED TO WALL AND FLOOR RUNGS @ 1 '-0" O.C. (MAX.) n: fl. f..,._+---t=-..::..J----1 • � r NON-SHRINK GROUT (TYP.) o::>I I3'-0" 0 "' LL Cl'. 0 �:....c.. . r / • • • --.. � 3'x 3'x 1' POURED-IN-PLACE I • . CONCRETE BLOCK . • ' I I I ·• r----1-L 1(]" CARRIER PIPE -- 1(j FLANGE x SLEEVE ADAPTOR �---1 o" x f5' ECCENTRIC FLANGED REDUCER MIN. 6" THICK PEA GRAVEL BASE BENEATH VAULT T CLIPS, ANGLES, BOLTS AND NUTS FOR FASTENING OF LADDER SHALL BE OF GALVANIZED STEEL ONLY ONE VAULT IS DETAILED ON THIS SHEET. VALVE VAULTS AT EITHER END OF THE BRIDGE VALVE VAULT 4 ARE MIRRORED. THE CONTRACTOR SHALL SEPERATELY SUBMIT SHOP DRAWINGS FOR EACH VAULT FOR APPROVAL. ASSOCIATED CONCRETE PRODUCTS QUICKSET VAULT 6'-o"W x 8'-0"L x 6'-<J'D SERIES No. 450 SCALE 3/4"=1'-<J' 36 1/) w o2,;: •JOINTS, 1YPE TR FLEX OR EQUAL.l.��.t�=+= .. ·::::·:..:· .. 1· � ........... COVER PIPE CASING WITH 1/4"--t----\----l-+-f:f-,7 EXPANSION JOINT MATERIAL. 7'-::.±::�I '11-....-c:7"'-f---f---GRINNEL ADJUSTABLE PIPE ROLL STAND• FIG. 274 OR APPROVED EQUAL (TO BE •• • • • .. Q ,! INSTALLED AT 20' ON CENTER). ,----BASE MUST BE PAINTED ACCORDINGTO SPECIFICATIONS . TWO 1/2"�x 3"L ANCHOR BOLTS W/ 2" HOOK, W/ WASHER AND NUT. ................ 1' -0" LONG CONCRETE PAD (TO BE EPOXIED TO SOFFIT PER STATE SPEC.'S) BLAST CLEAN SURFACE BEFORE AFFIXING CONCRETE PAD. A '-'---->---+----TWO 2"0 DRAIN HOLES, 10" APART.1'-11'' NOTE: TEMPORARY ADJUSTABLE PIPE SUPPORTS SHALL BE CONVERTED INTO PERMANENT SUPPORTS BY ENCASING THE PIPE SUPPORT IN CONCRETE. (20' O.C. SPACING) TEMPORARY ADJUST ABLE PIPE SUPPORT DETAIL 2 ' ' • . ' �o � I a. . r= '° � SCALE: 1" � 1 '-o" • • f, • ' . TO BE DETERMINED IN FIELD ' 17.5000 • A ' , 36 APPROXIMATE FINISH FLOOR ELEV. OF MANHOLE LOCATED = FINISH FLOOR ELEV. OF MANHOLE LOCATED = CONTRACTOR SHALL VERIFY ABOVE F.F. ELEV. IN FIELD PRIOR TO INSTALLATION OF MANHOLES AND SHALL MAKE ALL ADJUSTMENTS REQUIRED FOR PROPER INSTALLATION OF THESE MANHOLES WITHOUT ANY ADDITIONAL COSTS. , ' , • •. :• :.•• : i-,a-..-..-'---,,+-i-1 '-o"¢ FLOOR OPENING FOR SUMP!o:--,,...,,,.--,,--------,,-,..-,-.,,....-+o Cl oo -----,;..--' <:l e,<' o o i;, <:l0o o o o .," ,;i 0 <1.,c,Clc, ().Clo e>",;, 0 O ,c;,o _,0 O c,Q O O O c, Q O p o " o o o "' c O O O O c, ,;,e.1-----+b,___•�•-•�• 90 0 0ci " c, o"o• • • ,;:, D (l C> MIN. ff THICK PEA GRAVEL BASE BENEATH VAULT T GRAVEL FILLED SUMP SECTION "B-B" SCALE 3/4"=1'-o" RECORD DRAWING No. DATE REVISIONS APPROVED 1---�---�---------------------�------1 DESIGNED: M.G.!�ti Prepared in the office of IRVINE BUSINESS COMPLEX PIPELINE THROUGH BRIDGE DETAILS SHEET -�--�--�----+---------------------+--------1 DRAvVN:P.L.P. ASSITANT DIRECTO� OF PLANNING Church Engineering, Inc. Consulting Engineers Plonliers 2501 Alton Ave. Irvine CA 92714 36 OF "' .... ... It')· 1---+----�----------------------+------1 CHECKED:A.I. IRVINE RANCH WATER DISTRICT Irvine, Calif' .. lali:rrm:4" IRVINE RANCH ATER DISTRIC (714 )660--8600,PHASE II & Ill PROJECT No. 38610 57 ·,· � 1315D11.1.dwg 10/21/92 - W-5422-S BEGINNING OF BRIDGE 40'-0" ' I +--+---+---- - -------------------__ I ___ _ ' I2I'-I" -120'-6" I r· 13ENT 2 i 40'-011 134'-7V2 11 ' !t. 13ENT 3 I 45'-0" END OF BRIDGE (il <l) LU l) q -+----------------------------------�------------------------------------------ -I--------- -··------------------------------··-·------�---------------------------------------------------------------------r 11.. <l) r --1-----------------------------------� L ---------------- ---------� -------------------------1- +-----1---------------------------------------------------------------------------------------------------------� '---!----------'-----------------'-------------------------------�-------------�---+------------�---------------·---------GENERAL NOTE5 1 5FACE5 @ l0'-011 = 10'-0" 15'-(2)" □□ □□ I • .J __ / I " '' 26'-(2)" □ 2 5-1 GIRDER LAYOUT SECTION A-A SCALE, l/811 =I'-0 11 411 l'-811 l'-811 4" l3'-0" -------.... --1 I 404 <i) 18" c T �lll.;,;:::==@=12+" ��---=, ,;, i8"1 �-:t:�==:::i:===1 __.!_ � i+--�H¼-:��=:t�lf/--'1-�1_ I t-13RIDGE \_":, <i) 12 II r--, I 6 11 Fl�LET5_j I NOTE: REMOVE CONCRETE. LEAVE REINF (CUTONL 'r' A5 REQUIREDTO PROVIDE I" CLEAR AROUND NEW MAN!-iOLE 4 , 12" 5-1 GIRDER LAYOUT FLAN SCALE, 1/16"=1'-0" f · MAN!-iOLE 1211 1211 12" 3 5-1 15'-0" t.BRIDGE DEMOLITION SECTION 1 NEW UTILITY MAN�OLE 2 5-1 SCALE: "'2 "=1'-011 No. DATE REVISIONS APPROVED 1--------�-------------------'-"-"-'-'"--'-"� DESIGNED: RAE 1---1------+-------------------1--------< DRAWN:MAR ' 5-1 • = � ax-' l!.l N f· MAN!-iOLE2'-011 j 21-i::2:)II EXTENT 5AWCUT ___ l 2'-011 GENE!s.AL CONDITIONS ALL DEBRIS AND TRASH SHALL BE REMOVED FROM THE SITE. ALL FERMIT5 SHALL BE OBTAINED AND PAID B'r' T!-iE CONTRACTOR. 5AWCUTTING OF EXISTING CONCRETE SLAB SHALL COMFL 'r' WITI-I CAL-OSHA. THE CONTRACTOR SHALL KEEF PUST TO A MINIMUM ANDSHALL BE RESPONSIBLE FOR DAMAGE TO AND REPLACEMENT OFADJACENT MATERIALS AND FINIS!-iE5. CONCRETE REINFORCEMENT REINFORCING STEEL S!-iALL BE ASTM DESIGNATION A-6I5, GRADE 60 OR BETTER WITH MINIMUM 45 DIAMETER LAP, Wl-lERE 5FLICED. CAST-IN-PLACE CONCRETE CONCRETE Sl-lALL DEVELOP 4,000 P.5.I. MINIMUM COMPRESSIVE 5TRENGTI-I AT 28 DA'r'S. READ'r'-Ml><ED CONCRETE SHALL CONFORM TO A5TM C-':14.FINISH SURFACE TO MATC!-l EXISTINC:i. GROUT EFOX'r' GROUT TO BE 11CONCRE5IVE LIQUID (LFL)11 A5 MANUFACTURED B'r' MASTER BUILDERS TECHNOLOGIES. .. -------+---+----l-----1-----'----MANHOLE NOTE 4 5-1SIM. 4 5-1 i----t ----�-�.-2-115 TOP 2-404 BOTT.(EFOX'r' GROUT 611 INTO EXISTING) MANHOLE B'r' ALHAMBRA FOUNDR'r' (STOCK •A-I254-6) OR APPROVED EQUAL. FRAME AND COVER SHOULD BE MADE OF GRA'r' CAST IRON. COVER SHALL FIT T!-lE FRAME SNUGLY BUT NOT TIGl-lTL Y AND S!-lALL BEAR THE LETTER II IRWP-IRRIC:i. "FOR UTILITY LINES. i,....--tc+-----+-4-14 '\ (FLACE IN 2 LA'r'ER5 -ONE LA'r'ER 2v2" BELOW--TOP SURFACE 4 ONE LA 'r'ER 2 V2 11 ABOVE BOTTOM SURFACE FOR DOWELS 115xl'-011 LG. <i> 811 EFOX'r' GROUT INTO EXISTING � ADDITIONAL REINFORCEMENT INFORMATION SEE� 6LA6 (3 EA SIDE)'-� >-----' r<\ � • 6" I• • l'-0" CLR. l'-011 -•3 STIFqRUFS '-' <i> 5" MAN!-i':tLE FRAMEI I I �-•3 5TIRRUF5 �e 511 ·2-14 TYF MAN�OLE FLAN 3 DETAIL 5-1 RECORD DRAWING S-1 ' ..., Ol- W-5422-S SIGN LEGEND= C18 C20 C13 C30 OA STRUCT HEA RIGHT LAN CLOSED AHEAD EN D CONSTRUCTION 0 ®\. > < z < "' <C "" 0 > BARRANCA PKWY ALTON AV I' � MCG�.W AV 0 "' w "' 0 "' <( ..., 11,�\� s, BIKE RO UTE [ii_ETOU� csA I�] G34 © No. DA TE REVISIONS © © BIKE ROUTE DETOUR NOT TO SCALE BARRANCA PKWY r-@ I ALTON AV cc MCGAW AV "" 0 >°' BB "' z "' <( 0 "' "' ... � "' z � ----0 -> -\,\�,� s,f I -----I -'t:, §-I "'-9 40'5 f'lfl -l � � BIKE ROUTE DETOUR LEGEND cl10 G93 BIKE ROUTE [��URf C5A [IJG36 cl10 G93 _. -� BIKE ROUTE cl10 � DETOURJ c5A BIKE ROUTE G93 [E}! G34 �-en d ·� GJoo APPROVED R1 STOP R41 RIGHT TURN ONLY 0 BARRANCA PKWY ;r-@ ALTON AV MCGAW AV BIKE ROUTE DETOUR � WORK ZONE -------T·---------------------- ----------------·----------- ---------. 11-19-93 i REVISEMENT OF TRAFFIC DETOUR PLANS. 1--f-----f---------------------+------1 DRA/4:A/:H.C. ----------- ------------------------------------+------+----------< 1--f-----f---------------------+------1 CHECKED.· S.F. IRVINE RANCH WATER DISTRICT Irvine� Cali.I'. R16 0 !�I.I� IRVINE RANCH ATER DISTRICT R17 C21 SINGLE LANE AHEAD R49 NO PED CROSSING +USE CROSSWALK © W57 © R13 NO TURN ON RED TYPE N-1 0 TYPICAL METHOD FOR CONSTRUCTION OF LATERALS AND BLOWOFFS TYPICAL STREET ,-Pf!E'i10US CONSTRUCTION IN PLACE� �I . I -- \ 1--I -- ±-.,;;-.=-::_ ___ = -= �-9 _ ::::�- ___ j _ WORK ZONE� _ 8 _ -----________ :--- f I 600' PER TRAVEL LANE ) ·•--*. CLOSURE TA!c<:R . /,._/j ·, ,r, . ..,.. / -----/ -,' LEFT TURN DRIVEWAY ACCESS SHALLBE MAINTAINED AT ALL TIMES TYPICAL STREET TYPICAL LANE CLOSURE PER CONSTRUCTION ST AGE TYPICAL STREET 5 o· ------� [II GENERAL NOTES: & ALL TRAFFIC CONTROL WORK AND DEv1CES SHALL BE IN ACCORDANCE WITH THE WORKAREA TRAFFIC CONTROL HANDBOOK(WATCH), 1990 EDITION, AND THE STATE OF CALIFORNIA TRAFFIC MANUAL CHAPTER 5, LA TEST EDITION. & CONSTRUCTION SHALL PROCEED IN STAGED WORK ZONE SEGMEt.TS. THE ACTUAL LENGTHIN PLACE DURING ANY PERIOD OF CONSTRUCTION SHALL BE AT THE DISCRETION OFAND AGREED TO BETWEEN THE CITY ENGINEER AND THE CONTRACTOR. AFFECTED DRIVEWAYS MUST BE ACCESSIBLE BETWEEN 9:30 A.M. AND 3:00 P.M. EACH DAY. BUSINESS/ PROPERTY OWNERS SHALL BE NOTIFIED 72 HOURS PRIOR TO CONSTRUCTION. &, 1F THE EXTENT OF RECONSTRUCTION DOES NOT ALLOW SUFFICIENT SAFE LANE WIDTH TOPRO'i1DE TWO LANES IN EACH DIRECTION AGREEMENT BETWEEN THE CITY ENGINEER AND THE CONTRACTOR TO PROv1DE FLAGMAN OPERATION WILL BE NECESSARY. & FOR TRAFFIC SIGNAL INTERSECTIONS, THE CONTRACTOR SHALL COORDINATE WITH CITYSENIOR TRAFFIC ENGINEER, ROB HUGHES AT (714)724-7649 FOR ANY SIGNAL OPERATION CHANGES REQUIRED TO FACILITATIE THE CONSTRUCTION PROCESS WHICH SHALL BE PROVIDED BY A LICENCE□ SIGNAL MAINTENANCE COMPANY. NOTlFY THE CITY 72 HOURS IN ADVANCE. & THE CONTRACTOR SHALL MAINTAIN TRAFFIC SIGNALIZATION DURING ALL PHASES OfCONSTRUCTION. & AFITR A CONSTRUCTION STAGE IS COMPLETE AND STREET WORK FINISHED, THECONTRACTOR SHALL RESTRIPE AS ORIGINAL ALL LANE STRIPING, MARKINGS, AND LEGENDS. ALSO REMOVE ALL TEMPORARY SIGNS AND REPLACE ALL SIGNS EXISITNG PRIOR TO CONSTRUCTION. WHERE LOOP DETECTORS ARE DESTROYED, THE CONTRACTOR SHALL HAVE THEM REPLACED BY A QUALIFIED ELECTRICAL CONTRACTOR AS PART OF THIS CONTRACT WITHIN 48 HOURS. & PROTECT IN PLACE ALL TRAFFIC SIGNAL CONDUIT. THE CONTRACTOR SHALL CONTACTTRAFFIC SIGNAL SYSTEMS DEVELOPMENT, DAN RICHARDS, AT (714)724-7649 TO LOCATE CONDUIT PRIOR TO STARTING CONSTRUCTION. CONSTRUCTION NOTES= Cl] INSTALL TEMPORARY SIGN(S) AND POST.11]INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN. 0 PLACE TYPE II BARRICADE WITH FLASHER UNIT AS SHOWN, [!] PLACE TYPE Ill BARRICADE AS SHOWN.II)PLACE WEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN. 0 HANG CONSTRUCTION SIGN ON EXISTING SIGN. 0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN. 0 INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFT TURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD. � MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. LEGEND: o 36" DELINEATOR :I: TYPE II BARRICADE 'MTH FLASHER:i: TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN Im FLASHING ARROW SIGN BOARD =P-DIRECTION OF TRAVEL 0 CONSTRUCTION STAGE123 WORK AREA DAT£ PR()JFCT FNG!NFFR 2 /ISM:9 /!.SSISTANT D!Pt:CTOR rJFPLANN/NG &ENGINE'E.RiNG Prepared in the office of C.hureh .Engineering, Inc. Consulting Engineers 2501 Alton Ave. Irvine CA 92714 (714)660-8600 IRVINE BUSINESS COMPLEX RECLAIMED WATERLINE DISTRIBUTION SYSTEM PHASE 2 -PROJECT No. 38610 TRAFFIC CONTROL PLANS DETAIL SHEET SH££T 37 OF .... '"' � i.n ,, 57 � TRAFDET.dwg W-5422-S ' ' LEGEND: e 36" OEUNEA TOR :t TYPE II BARRICADE WITH FLASHER :I: TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN m FLASHING ARROW SIGN BOARD -i> DIRECTION OF TRAVEL © CONSTRUCTION STAGE � WORK AREA SIGN LEGEND (THIS SHEET)= C18 ROAD �ONSTRUCTION �EAD "' 0 C20 RIGHT LANE CLOS�R/AHEA7"�� © CONSTRUCTION NOTES: IJ] INSTALL TEMPORARY SIGN(S) AND POST. [I) INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN. 0 PLACE TYPE II BARRICADE WITH FLASHER UNIT AS SHOWN. CD PLACE TYPE Ill BARRICADE AS SHOWN. 0 PLACE WEIGHTED BASE TRAFFIC DELINEA TOR AS SHOWN. 0 HANG CONSTRUCTION SIGN ON EXISTING SIGN. 0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN. 0 INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFT TURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD. 0 MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. C30 C13 END ' CONSTRUCTION CLOSE © © GENERAL NOTES: & CONSlRUCTION SHALL PROCEED IN STAGED WORK ZONE SEGUOITS. lHE AC1UAL lENGllfIN PLACE DURING ANY PERIOD (F CONSlRUCTION SHAU. BE AT THE DISCRETQI (FANO AGREED TO BETEN THE QlY ENGINEER ANO lHE CONlRACTOR. AFFEClED ORI\IEWAYSMUST BE AtCESSIAI E BETVeN 9: JO A.II. ANO l: 00 P.ll EACH DAY. BUSINESS/ H<O'ER I Y O'IWERS SHALL BE N011flEI) 72 HOURS PRIOR TO C0NS1RUC110t..&. AF1ER A CONSlRUCTION STACE IS COIIPLaE ANO SlREET WORK FINISHED, 1IIECONIRACTOR SHAlL REStRIPE AS ORIGINAL AU LANE SlRIPINC, 11ARK1NCS. AND1£GENOS. ALSO RDIO\IE All mtPORARY SIGNS ANO REPlACE AU SIGNS EXISllNGPRIOR TO CONSlRUCTION. VI-IERE LOOP DElECTORS ARE DESlROYED, 1HE CONIRACTORSHAU. HAVE lHEM REPU.CED BY A OUAUflm B!ClRICAL CONIRACTOR AS PARTCF llflS CONlRACT WITHIN 43 HOURS. R13 NO TURN ON RED / /' !(L I� I I I _..,, I 1 / \60u I : II I I � LQ):D 500' v BARRANCA 6 0 I I 1200' LANE CLOSURE TAPFR BARRANCA No. DATE REVISIONS APPROVED DESIGNED. A.E. 'l---+----1-----------------------+------J DRAW.'\/: R.B. ----------------f--------ff-----------t 20J'-30C' cCNSnJCTICN PER ST.��E & SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. PARKWAY PARKWAY 280'-300' CONSFWCTON F'R STAGE ��&� ---- ' '� STAGE 2 -----,I ' ) I C SHEET 38 � OF i r m D $ z JTI W-5422-S No. DATE GENERAL NOTES: BARRANCA PARKWAY 200' -300' CONSTRUCTION PER STAGE & - -------_____________________ ___. ...... .._ _________________________________________ -;� � --fsYs\� I o.,,,.,J.-_-_-_-I ________ ________\ � -� � --� �--�'-_-: --: �--� �-�-� �--� �-� �-� � -� �-� � � �:: �-� �-�,�� -_----=---_-_-_-_-_-+-/---� �� ;: � ------·----:--· .. -----,�� - ·• -------� ----------------.-----�-�---�-: r- 1 -----�-�-----�-----1 � � 4'=- --37 ------==38 ---- _-:- -__ ;��-:�R�I� �-i �0--:� 11 1-•,= -& ;, 1 � -,.. 1 �-� • -::--,,==--··�.<. • •• ---:- -, •• • \ •• �-! � � ---______ , _______ 'iii-�-,_ '",;,.i _____ _/ r � -=I),/ � ==---------�-----� ·: 3lliWORK ZONE I WORK ZONE I W \ \ --U--7J I 1-STAGE 1 I I � �w _L_______ -----------��00 Nio r /( �---// // I "' w ....._____ ;5 �� ----'r\--------------------/+--M--�-�-��--------:/----i� L STAGE 3 PROPOSED RECLAIMED WATER LJNE --' I I I � I le--;-'/ /+-II ----JH��:;----j�i l, � /_'" CONSTRUCTION NOTES: QJ INSTALL TEMPORARY SIGN(S) AND POST.LEGEND= e 36" OELINEA TOR & CONSlRUCTION SHAU PROCEED IN STAGED WORK ZONE SEGMENTS. 1HE AClUAL 1£NGTHIll PLACE DURING ANY PERIOD f:K CONSlRUCTION SHAU BE AT TI£ DISCRETION f:K ANO AGREED TO BETWEEN 1HE CITY ENGINEER AND TI£ CONTRACTOR. AFlt:ClED DRIVEWAYS MUST 8E ACCESSIBlE BEllfiN 9: 30 A.II. AND J: 00 P.M. EACH DAY. BUSINESS/ \\ �1 Ii�� 0 INSTALL TYPE Ill BARRICADE WITH SIGN(S) PS SHOWN.0 PLACE TYPE II BARRICADE WITI-l FLASHER UNIT AS SHOWN.[!] PLACE TYPE Ill BARRICADE AS SHOWN. :t TYPE II BARRICADE WITH FLASHER :E TYPE Ill BARRICADEPROPERTY OWNERS SHAU. BE NOTIAEO 72 HOURS PRIOR TO CONSTRUCTION. & AFTER A CONSTRUCTION STAGE IS COMPLETIE AND STREET WORK FINISHED, TI£CONTRACTOR SHALL RESTRIPE AS lll!GINAL AU LANE STRIPING, MARKINGS, AND LEGENDS. ALSO REMO',£ ALL TEMPORARY SIGNS AND REPLACE ALL SIGNS EXISITNG PRIOR TO CONSlRUCTION. \IKRE LOOP DETIECTORS ARE DESlROYED, THE CONTRACTOR SHAU. HAVE lHEII REPLACED 8Y A OOAl.lflED EI.EClRICAL CONTRACTOR AS PART f:K THIS CONTRACT 'MTHIII 48 HOURS. BARRANCA 2GD'-30G' CONSnUCTION PER STAGc &. 600' -ANE 0 �----�, CLOSURE TAPER _____ i�?f:�v7=S�/O'-'-N�S ________ �_A_PP_R_O_"1_'ED-------I DESIGNED. A.E. MILLIKEN AVENUE JAMBOREE ROAD II --ll;tt---)..____--l-J JAMBOREE ROAD 600' o '-------------------�v-�--g DAT£ PRaJt:cr 1:_NG!Nfi:R z�.shs• 0 PLACE WEIGHTED BASE TRAFFIC DELINEA TOR AS SHOWN.0 HANG CONSTRUCTION SIGN ON EXISTING SIGN.11] PLACE SUPPLEMENTAL TO DEUNEATOR AS SHOWN ON PLAN.III INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD.[221 MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. SIGN LEGEND (THIS SHEET): C18 0 RI STOP C20 RIGHT LAN CLOSED AHEA D R41 R17 q PROPOSED TEMPORARY SIGN m FLASHING ARROW SIGN BOARD � DIRECTION OF TRAVEL © CONSTRUCTION STAGEE3 WORK AREA C13 I EN D I CONSTRUCTION� © TYPE N-1 RIGHT TURN ONLY --- -----------�· 0 © SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. Prepared ir,1. lhe vffioe uf Church Eng1'neering, Inc . C30 © 1------1-------+--------------------+-------J DR/' WN:J.F. IRVINE RANCH WATER DISTRICT Irvine, Calif". � �� Consulting Engineers Planners 2501 Alton Ave. Irvine IRVINE BUSINESS CO MPLEX RECLAIMED WATERLINE DISTRIBUTION SYSTEM PHASE 2 -PROJECT No. 38610 TRAFFIC CONTROL PLAN 1----1-------+--------------------+-------J CHFCKFD_ S.r. IRVINE RANCH WATER DISTRICT ASS/STANT DIRECTOR or: PLANNING' & i:NGJNt.ERING CA 9!d711 (711)66/J-BBOO STA. 36+00.00 TO STA. 48+00.00 SHEET 39 OF 57 ' BARR-CS2.dwg "' I � ---J � en � ii - L _, __ ; W-5422-S CONSTRUCTION NOTES:____ , "" -Q]INSTALL 1EMPORARY SIGN(S) ANO POST.[II INSTALL TYPE Ill BARRICADE l',m-1 SIGN{S) AS SHOWN.0 PLACE TYPE II BARRICADE WITH FLASHER UNIT AS SHOWN.IJ] PLACE TYPE Ill BARRICADE AS SHOWN.[}] PLACE WEIGH1ED BASE TRAFFIC DEUNEATOR AS SHOWN. 0 HANG CONSTRUCTION SIGN ON EXISTING SIGN.0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN.[il INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD.[!Ii MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. SIGN LEGEND (THIS SHEET): C16 C20 OA GHT LA ONSTRUC LOSE AHEA � 0 © C13 END LEGEND= e 36" DEUNEA TOR :2: TYPE II BARRICADE WITH FLASHER :!: TYPE Ill BARRICADE q PROPOSED TEMPORARY SiGNlrnl FLASHING ARROW SIGN BOARD='I> DIRECllON OF TRAVEL 0 CONSTRUCTION STAGE� WORK AREA C30 AN CONSTRUCTION LOSE • " © © TYPE N-1 R17 '1157 (( ' [ I:] ' ·7-ti". © I--N"'o·�__cDc...Ac:.:TE��---------'R_cc£-'-V,cc'S!ccOccNJ=-r--------,-A-P_P _R_0_1/�_D--; DtS!GWEU· A.E. ---------· ----------------,-----.------, 1---+-----+-----------------------,-------J DFIA W,V: D.R. ALTON 600' g VON KARMAN AVENUE "' 'tr SEE SHEET 54 OF 57 I 11 11 ! ' 1111 ' I-If·. : : 11 11 I 1 1 �8 I I i 1 11 11 I "' "-, 1 i 1 1111 ....--I , I ALTON �-._____ 1 � /. fH;m1(I I � \ ; �- ! 1111 I � � ' . :11 11 •-w"' / '1 _....--� w�,�-1<'<'.i -�f��;� o o'-' � I I �f1111 ,--g w I\ I / i II II "' 's I \ I J I 1111 � I \ 1'1' e Ii II\ I 11/ +++" , \ 'I L--i- ..-'lL-_j_I � I .. 1 I l.;. : II I�- 1 STAGE 1 � \-.c-r --- ---�1 -�---------=='t=\=--,-� I+ \ 4=\ I I 1 WORK ONE I I I�::: = = = = = = ➔ - I --➔/-t----------I 400', 5 1 2 3 STAGE 2 JSTAGE 3 I I I I I --W i-1-lf' ::-1\ 7-1-, ---7111. I I I I II ,: I I I � I I II Ii / I I I w � I L-J..-ff t I I ' I j �-t J.---if;!.rl.....l.¥ -;•�1 :1 � --f-' I llj h.1 '�STAGE 4 (D[B---1 �-I�-�}- I l--� --i� � I II 1\1 � t,-,--1111 I ---i.-� -I 1 1111 I § I II II I I 11 11 I J: I II II I I 11 11 11I L AVENUE 200°-300' CONSTRUCTION PER STAGE I LPROPOSED RECLAIMED WA 1ER UNE I 1111 l VON KARMAN AVENUE § SEE SHEET 54 OF 57 IJJG)0@0X 200' -300' CONSTRUCTION PER STAGE GENERAL NOTES: .&. CO'fSlRUCllON SHAU. PROCEED IN STAGED WORK ZONE SEGUENlS. THE ACllJAI. LENGTHIN Pl.ACE DURING NiY PERIOD CE CONSTRUCTION SHAU. BE AT THE DISCREllON CE ANO AGREED TO BE1WEEM THE ClY DIQNEER ANO THE CONlRACTOR. AFFECT[D ORIYEWA lS MUST BE ACCESSIBtE BETl£EN 9:JO A.II. ANO 3:00 P.11. EACH DAY, BUSINESS/ H!(ffRTY OWNERS SHAU. 8E N011FE) 72 HOURS PRIOR TO CONSTRUC1ION. & AFTER A CONS1RUC110N STAGE IS COIIPI..ElE ANO SmEET WORK FlllSHED, THECO'flRACTOR SHAI.L RESlRIPE AS ORICINAL AU. LANE SlRIPING, MARKINGS, AN) LEGENDS. Al.SO RDl<M: AU. lDIPORARY SIGNS ANO REPLACE AU. SIGNS ElOSITNG PRIOR TO CONSlRUCllON. \1H£RE LOOP DETECTORS ARE DESlROYED, 11£ CONlRACTOR SHAU. HA\'E THEM REPLACED BY A CIUAUAID El.£C1RICAL CONlRACTOR .AS PART CE 1HtS CONTRACT Y1'1HIN 48 HOURS. AVENUE SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. SHEET 40 OF W-5422-S ALTON u "' w !MILLIKEN AVENUE "-' Q_ z <( <( >-� I , IJ � C /.Y "' _, �g;--l--1 u AVENUE I � I 1/ � ,;---ST AGE 5 11 STAGE 6 ,-STAGE 1 -\ STAGE 2 STAGE 3 \, 11 L.:2:...i\.:;...�.:..JP'.:::'-8L-A � STAGE 4 �-�� I I / ;::�=--===c::....::::::+�-==--==--c=:...;:::::::--==..=:--\,;==:...;:::::::--=::::::J10" ,___ __ __,I - ---------- -'\,----------_/ I I ' � � \ ' J V \ \ 0 g � i:====\�='1=-,,,["--=--- ==,,.. -===_------_ ---..:.,1;-;c-,=��=�-==,_�� .._,_ -----" I �--------+---+1 ---:;;:::::---,-"';-. __ -==�-=-=---\-=-''---LI---'----�� /l�====;i;:;;;:;;:-:,�\�,,;,,;,,;,,;,;;�;,��;;:,;;,,;,,;�g;;;::::� 0� 0 <1-= I -----------r-- - -�--,-------\ - -- - ---- -----r -- - - ---- --------� - � � � 0 1:'.".7'::-::-::;"'.:'.:"":H-:-7'./?-: --:-:-� -;z-:--::--= -2:Ji�f� -;17��7'::-.-2;-::-----7 '1z_ -_ --,-7::_ -_ -7-;,z_ -_ --,-,z-_-_ -_ -7' -;c:._-_ 11# -, ..,;:.L'.:::.-""' "�#,v�i+1 "Zs.\:O�N"-EZ::::_ -r'lfl(_ -_ -...,-,t--_ -_:--,,,.-;_:--_ -_ -'"7 -:z_ -.:..·-:-,Z:J7'1!!2o!ltr� -:z.;.�'!!i"L -l;;,,_· -_ -_ -..,.-;zrt--_ -....,-z,_-_ -_ ..,;:,t-_ -_ -..., -z:...iu. r-_ -..,,. -:::_:-_ ----, -z-_-_-_ -.,.:."':... t;.!!.-_ -..., --z_ -_ -_ -,.:.7-:_-_ -_ -_,,-:z.J.fL-_ -,.:.7:.J-::_:::::::--r.:=--,,---;�-.,.---,--rr--r-t....:,---11!) .J""" (') ::,. Zww� == wo> ------1-- .J W ➔=J> Zill GENERAL NO I ES: & CONSIRUCTION SHAU. PROCEED IN STAGED WORK ZON[ SEQEl'l'l. 1HE ACllJAL LENGTHIN PLACE DURING ANY P£RKlO CF CO.SlRUC'IION SHAU. BE AT 1HE lllSCRE1ION CF AND AGREED TO llE1WEEN THE QlY ENGINEER AND 1HE CONlRACTOR. AFFECTED DRl\£WAYS MUST BE ACC£SSl8'.E BElWEEN 9:JO A.ll ANO 3:00 P.U. EAOI DAY. IIUSINESS/ H«J'l:JuY OINERS SHAU. BE N011fE> 72 HOURS PRIOR TO CCNS1RUC110N. A Af"IER A CONSlRUCTION STAGE IS C<lll'l£1E ANl1 Stilt.El OK FNSHED, 1HECONlRAClO! SHAU. RESIRIPE AS ORIGINAL AU. LANE STRIPING, MARKINGS, ANO LEGENDS. Al.SO REIIO'IE All. lDIPORARY SIGNS ANO REPLACE All. SIGNS EXISITNG PRIOR TO CONSlRUCTION. WHERE LOOP OElECTORS ARE OESlROYED, 11£ C0NlRACTOR SHAU. HAIIE THEM REPlACEO BY A OJALIFIED ElEClRICAL CONlRACTOR AS PART CE 1HIS C0NTRACT lllHIN 48 HOURS. ALTON ------- 0 \ +-=�µl:::_;z��---�-� -�-�� - --- -- -- ---- ----1------...,_ -/-=-i==-1��;:,,;;__ --",-------::ii I jjl I � lJ l.___, I u / \J-�'PROPOSED RECLAIMED WATER LINE _J I JAMBOREE ROAD I AVENUE CONSTRUCTION NOTES: DJ INSTALL TEMPORARY SIGN(S) AND POST,0 INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN.0 PLACE TYPE II BARRICADE 1'11TH FLASHER UNIT AS SHOWN.[!] PLACE TYPE Ill BARRICADE AS SHOWN,[}] PLACE WEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN. I]] HANG CONSTRUCTION SIGN ON EXISTING SIGN,0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN,[I] INSTALL SIGN ON TRAFFIC SIGNAL �AST ARM. COVER LEFTTURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD,OE) MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER, SIGN LEGEND (THIS SHEET): C18 C20 LEGEND: o 36" DELINEATOR" TYPE II BARRICADE WITH FLASHER:I: l'IPE Ill BARRICADEcj PROPOSED TEMPORARY SIGN rn FLASHING ARROW SIGN BOARD -I> DIRECTION OF TRAVEL 0 CONSTRUCTION STAGE� WORK AREA C30 R41 " RIGHT No. DA TE l/EVISIONS APPRO'IED i---,-----,------------'-=---'-="'----'--=---------------'-''---'-'-'--"--'--""----l DFo!GNFD--A.E.-----------=----------------------------1---------------------- ----------- -F-----+-�--+----------------------1--------l DRAWN-J.R,i---+-------c-----+----------------------1-----------l CHECKED:S.F, IRVINE RANCH WATER DISTRICT I:rvin e, Calif'. fft �OOMT IR\�KE RAKCH WATER DISTRICT r11 : I I : I I LIJ SEE SHEET 37 FOR GENERAL NOTES AND DETAILS, ( -r7 I -"1.-'<-' ___ ,_ - ., ... DATF PRO.JFCT FNCINITR_ 2//SA:.s'• ASSISTANT DIRECTQR OF Pl.ANNING & FNCINEERING Prepared in the office of C.hureh .Engineering, Inc . Consulting Engineers f'-��':.J PlanI1ers 2501 Alton Ave. Irvine CA 92714 {714)860-8600 0 R17 GHT LALOSE W57 © TYPE N-1 IRVINE BUSINESS COMPLEX RECLAIMED WATERLINE DISTRIBUTION SYSTEMPHASE 2 -PROJECT No. 38610 TRAFFIC CONTROL PLAN STA. 25+00.00 TO STA. 38+00.00 TURN ' ONLY ! i 0 I ') SHEET "' 41 � OF l 57 x "ii AL rp-CS2.dwg - W-5422-S CONSTRUCTION NOTES= Ci] INSTALL TEMPORARY SIGN(S) AND POST. 0 INSTALL TYPE Ill BARRICADE l'llTH SIGN(S) AS SHOWN. 0 PLACE TYPE II BARRICADE l'llTH FLASHER UNIT AS SHOWN, [!] PLACE TYPE 111 BARRICADE AS SHOWN. w PLACE WEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN. m HANG CONSTRUCTION SIGN ON EXISTING SIGN. 0 PLACE SUPPLEMENTAL TO DEUNEA TOR AS SHOWN ON PLAN. 0 INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFT TURN SIGNAL HEAD. II]PLACE TYPE II FLASHING ARROW SIGN BOARD.li§] MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. SIGN LEGEND (THIS SHEET): C18 / /ROAD CONSTRUCTIONAHEAD 0 C20 RIGHT LANECLOSED AHEAD © C30 LEGEND: •36" DELINEATOR :t TYPE II BARRICADE 'MTH FLASHERt TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN 1ro FLASHING ARROW SIGN BOARD ➔DIRECTION OF TRAVEL© CONSTRUCTION STAGE E3 WORK AREA R17 LANE" CLOSED/ v�r,1/ © 1--1-------1--------------------j------1 DR/ WN S.N. 1---_j_---+-----------------,-------------l---'-------1--------------------j------1 CHECKED: S.f. W57 I MCGAW TYPE N-1 MCGAW I -4 0 <D VON KARMAN AVENUE SEE SHEET 53 OF 57 � ��-1-0-5-�-+--i 1:� � 1 ,1 : : � : � -�� :1� /t 11 I 1 5 3 De'. w w c· z <C <C r-" w us0 U) <D 0 -" 0 200' 300' CONSTRUCTION PER STAGE &. I I I I I I AVENUE SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. " AVENUE 200'-300' CONSTilUCTION PER STAGE GENERAL NOlES= & CONSTRUCTION SHALL PROCEED IN STAGED WORK ZONE SEGMENTS. 1HE AClUAL LENGTHIN PLACE DURING ANY PERIOD or CONSTRUC1JON SHALL BE AT THE DISCREb or AND AGREED TO BETll£EN 1HE CITY ENGINEER AND THE CONlRACTOR. AFFEClEO DRIOAYSIIUST BE ACCESSIBLE BETYIEEN 9: 30 A.U. AN> 3: 00 P.U. EACH DAY. BUSINESS/ PROPERTY OWNERS SHAU. BE NOllFlEO n HOURS PRIOR TO CONSlRUCTION.&. AflER A CONSTRUCTION STAGE IS COUPI.ETE ANO SlREET WORK FNSHED, 1HE CONlRACTOR SHALL RESlRIPE AS ORIGINAL AU LANE SlRIPING, MARKINGS, ANO LEGENDS. Al.SO REMO\£ AU 1EUPORARY SIGNS ANO REPLACE AU. SIGNS ElOSllNG PRl(R TO CONSTRUCTION. l'f£RE LOOP DETECTORS ARE OESIROYEO, THE CONIRACTORSHALL HAIi[ 1HEU R£PLACEO BY A QUALIF1£D El.£ClRICAL CONlRACTOR AS PART OF THIS CONTRACT WITHIN 48 HOURS. Ii'' : ...., I a,- W-5422-S MCGAW AVENUE 1-----------------------,;:-----------------------"-20_,_..0._' _-_--30""0.,__' _.,_CO_,,N._-,S_.,TR""U.,_.CTI._.,O:--_N_._P-='ER.__--_ST ... AG ... E'---'/2\ ... 2=----------------------------------------_ ------------1 tr- I rSTAGE 4 --------� �--1 <= / <= o I O <= lO C\I -::-f-----I --17alj::::::;z:::::;z-::/.1=-;z:=:;:=::+t2::::!9=::;z:::::::;z::::Jlt:;Z::Z::;z;i::;:=;z;z=:::;:=::::;;z:=;z=�==:;z=:;:==;z:=:;:=::::;;z:=:;::==;z::=:;z=:;:2r=:;z==:;:=::::;;z::::7'z:7;z:=�=7Z!f:7:::=7:=:=:;:z:==3 C') s:C\I""--.--I ' I 2 ----------- ---------WO � 1-w -."'-------,,c..;'--7"�----c,,__--7'---/ ➔ --;/----,/.-,r'-----7"--z .Jw➔ \ -J> ..J ..J W ________________________________________ -- - -�·- - - - --- - - --- - - -- - -- - -- - -- - - - - --,-- - --,' - - - - - - - - -- -, ID II ='I> � / -+ IW �; o ·�7::-,-;: ,-----------------==(l)l}]--tj= 4 =:... 5 :::�\-!-L-_l_-__ 'f_----,,¢_/i_\lf:-,-='-==-==---=-==-=_:c-:__=::::=:::::::::;¢::::::::::::=c.,=:_ =_PR ::: O _P= O :: S _ ED� R � E _C=L_A=I-ME --D--W-A-=TIE=-R L-I_ N - E�-/-t- -'"--- - - --- -- - - ---�-- � � � ! I I I I \ I X I \ 11 DERIAN AVENUE b GENERAL NOTES: A cmslRUCllON SHA1.L PROCEED IN STAGED MAC ZONE SECUENTS. DIE AClUAL I.ENC1lle;i IN PLACE DURING NfY PERIOD <F CONSlRUCTION SHALL BE AT DIE DISCRETION fE AND AGREED TO BE1WEEN 1HE QTY ENGINEER AND !HE CONlRACTIJR. AFFEClm DRIVEWAYSMUST 8E ACCESS181 E Bf:lVIEEN 9:JO A.II. AND J:00 P.ll EACH DAY. BUSINESS/ PktffRlY 0N'lERS SHALL BE NOllFlED 72 HOOltS PIIIOR TO catSlRUC1lON-CONSTRUCTION NOTES: LEGEND= Q]INSTALL TE MPORARY SIGN(S) AND POST.@ 36" DELINEA TOR A AF1ER A COIISlRUCnON STACE IS COIIPl£1E AND STREET WORK FNSHED, 1IIECl, CONlRACTOR SHAU. RESlRIPE AS MICINAL AU. WE SlRIPING. MARl<lllGS. ANDLECENOS ALSO REIIOVE AU. lDIPORARY SIGNS AND REPLACE AU. SIGNS EXISllNG PRIOR TO CONSlRUCTION. YfiERE LOOP DElECTORS ARE OES'IRO'ID>, 1HE CONlRACTORSHAU. HAVE TIIEY R£PLAaD BY A QUALIFIED El.EClRICAL CONlRACTOO AS PART IJ] INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN.0 PLACE TYPE II BARRICADE WITH FLASHER UNIT AS SHOWN.0 PLACE TYPE Ill BARRICADE AS SHOWN. :i: TYPE II BARRICADE l'llTH FLASHER a: TYPE Ill BARRICADE MCGAW i I I I I I , I I I , I I I JAMBOREE ROAD (F 1H1S CONlRACT 'MlHIN 48 HOURS. AVENUE 550' ==r= 42 SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. [II PLACE WEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN.[I] HANG CONSTRUCTION SIGN ON EXISTING SIGN.III PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN.[I) INSTALL SIGN ON TRAFFIC SIGNAL MAST AR M. COVER LEFT TURN SIGNAL HEAD. [II PLACE TYPE II FLASHING ARROW SIGN BOARD.!ill MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. SIGN LEGEND (THIS SHEET)= C18 C30 © © R41 RIGHT TURN ONLY 0 q PROPOSED TEMPORARY SIGN !ill FLASHING ARROW SIGN BOARD -i), DIRECTION OF iRA \/EL © CONSTRUCTION STAGE[:;3 WORK AREA R17 W57 © II No. DA TE REVISIONS APPROVED 1--=-�-=.:.:.:=.-�----�--��--------,-------i DESIGNED: A.E. /,/J • DAT�-Prepared in the ofhce of IRVINE BUSINESS COMPLEX IR VINE RANCH � l.::::d�?«�,��=-,t!��c-�.a,�======-=E!.PRo�JE�c:r �ENG.�,NE.�rn �.2.��:s-/r.s� �:--H C.hurch l'ngjneerjng, Inc.RECLAIMED WATERLINE DISTRIBUTION SYSTEM WATEB DIS'J.'BIC'J.' it� Consul/Jng Engineers ::::,/ltnn Ave PHASE 2 -PROJECT NO. 3861 Q1---+----+--------------------i-------i Di/AWN:V.T. TYPE N-1 SHEET 43 OF Izvlne, Caliz,, IRVINE RANCH /ASS!5TANTOIRFCTOR OF Planners l:4 92711 TRAFFIC CONTROL PLAN t=t===1=================I===�LC�H:£�C:K.�£.�D:-�S.F�-_J_ ___ =��=-=-=-�=-===----J_�W=A1='ER=O=IS='T=RIC�'T�====::::��-±.��=:§�=========P=1.A=N==NIN=G=&:=f.;=NG=/N,=EE.::Rl::NG�2�'[3}_��=====-::-su_r•-•Y_0"_,· ____ r_71 _1)_ 66 _ 0 -_ 06 _ 00_Jl._ ___ �S�T.f:.A�.�2�5�+�0�0!.:;,·�0�0�T�O:!._S�Tt:_A�. _!:13:s8�+�0�0�. o�o� ___ _JM<MC:GGA-i:��c��2::.i.dw�g �' W-5422-S CONSTRUCTION NOTES: Ci] INSTALL TEMPORARY SIGN(S) AND POST. IJ] INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN. 0 PLACE TYPE II BARRICADE WITH FLASHER UNIT AS SHOWN. [!] PLACE TYPE Ill BARRICADE AS SHOWN. !}] PLACE WEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN. [!) HANG CONSTRUCTION SIGN ON EXISTING SIGN. 0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN. [II INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEH TURN SIGNAL HEAD. Ii] PLACE TYPE !I FLASHING ARROW SIGN BOARD. � MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. SIGN LEGEND (THIS SHEET): C18 C20 RIGHT LANE '\ CL O SED AHEAD R41 RIGHT TURN ONLY 0 R17 LEGEND= @ 36" DELINEA TOR :t TYPE 11 BARRICADE WITH FLASHER :I: TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN rn FLASHING ARROW SIGN SOARD =t>-DIRECTION OF TRAVEL 0 CONSTRUCTION STAGEE3 WORK AREA C13 END CONSTRUCTION © '1157 < TYPE N-1 /" ,� © C30 © MAIN I ... MAIN ... STREET 200' -300' PER CONSTRUCTION STAGE 1'-� � m _, f--.-1------------l------------------------------------------------------------- GENERAL NOTES: .& CONSlRUCOON SHAl.l PROCEED IN STAGED WORK ZONE SEGMENTS. lHE AClUAI. l.ENGlHIN Pl.ACE DURING ANY PERIOD Of CONSTRUCllON SHALL BE AT THE DISCREllON Of AND AGREED TO BETWEEN THE CITY ENGINEER ANO 1HE CONTRACTOR. AFFEClED DRIVEWAYS MUST BE ACCESSIBLE BElYIEEN 9:30 A.II. AND 3:00 P.11. EACH DAY. BUSINESS/ PROPERTY OWNERS SHAU. BE NOTIFIED n HOURS PRIOR TO CONSTRUCllON. & N'TER A CONSTRUCTION STAGE IS COIIPLETE AND STREET v«JRK FINISHED, THE CONTRACTOR SHALL RESTRIPE AS ORICINAL All L.ME STRIPING. MARKINGS. AND LEGENDS. ALSO REIIOVE All TEMPORARY SIGNS AND REPLACE All SIGNS EXISITNG PRIOR TO CONSTRUCTION. IHERE LOOP DETECTORS ARE DESlROYED. THE CONTRACTOR SHAU HAVE THEIi REPLACED BY A QUALIFIED El.£CTRICAI. CONlRACTOR AS PART Of lHIS CONlRACT WllHIN 48 HOURS. ' / 0·'0. DA Tc R'c"JS'O''J<; APPRC VED 1--"'""-�..:C:.:...'-'-n=----�---------'-'='Lcc"==' cc' cc_------------�--i DE5'!GNED: A.E. DRAWN: H.C, SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. STREET 200'-300' PER CONSTRUCTION STAGE GILLETTE AVENUE ---------------- �� 0 UJ W-5422-S CONSTRUCTION NOTES: Q]INSTALL TEMPORARY SIGN(S) AND POST.[II INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN.0 PLACE TYPE II B�RRICADE WITH FLASHER UNIT AS SHOWN.G PLACE TYPE Ill BARRICADE AS SHOWN.0 PLACE W8GHTED ,�ASE TRAFFIC DELINEATOR AS SHOWN.0 HANG CONSTRUCTION SIGN ON EXISTING SIGN.11]PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON. PLAN.0 INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD. •· 0 PLACE TYPE II FLASHING ARROW SIGN BOARD.l3!l MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. LEGEND: et 36" DELINEATOR :t TYPE II BARRICADE WITH FLASHER :i: TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN lii:ll FLASHING ARROW SIGN BOARD � DIRECTION OF TRAVEL © CONSTRUCTION STAGE � WORK AREA SIGN LEGEND (THIS SHEET): C18 ROAD � CONSTRUCTION ", AHEAD No. DATC 0 R17 C20 W57 © RE'v/5/0NS TYPE N-1 C30 © STAGE 81 APPROVED MAIN STAGE&. ----� ---, '00' CONSTRIJC110N p�----- 200__:_ .,_ --- OENCRAL NOTES: .&. CfflSlRUCTION SHALL PROUID IN STACE!) 1110RK ZONE SEGMENTS. lHE ACllJAL I.ENGlll, 1H Pl.ACE DURING ANY P£RIOD CF CONSTRUCTION SHAU. BE AT THE DISCRETION CF ANO AGREED TO BE!l11EEN 1IIE ClY ENGINEER ANO 11£ CONlRACTOR. AFFEClED DRIVEWAYS MUST BE ACCESSIBLE BElWEEN 9: JO A.M. ANO l: 00 P .U. EAQf DAY. BUSINESS/ PRtftlfN O\INERS SHAU. BE N011Fl£D n HOORS PRIOR TO CONSTRUClK»l A AF1ER A CONSlRUCTION STACE IS COIIPl.ElE ANu SlREE I WORK FINISHED, TH[C()ITRAClllR SHALL RESTRIPE AS ORiQNAL All LANE STRtPING. IIARKINGS, ANO l£GDIDS. Al.SO REIIO'tf: All l!MPORARY SIGNS AND REPLACE AU. � EXISllNG PRIOR TO CONSTRUCTION. 'MIER[ LOOP DETECTORS ARE DESTROYED, 1HE CONlRACTOR SHAU. HAVE 1HEM REPLACED BY A QUAUAED El£CTRICAL CONlRACTOR AS PART CF lHS CONlRACT llllHIII 48 HOURS. SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. ----------------------------------------------------------..0 I STREET 200' -JOO' CONSTRUCTION PER STAGE & ------ ��--- - ------ - - DCS!GNCD: A.E. DATE Prepared fo Uw offfre 0.f IRVINE BUSINESS COMPLEX IR VINE RANCH � d;S,. �PRO.JFCTFNGJNFFR .e,k/n Church Engineering, Inc. RECLAIMED WATERLINE DISTRIBUTION SYSTEM SHEET 45 1----+--------1----------------------t--------i DRAM✓.R.8.WATER DISTRICT �� ConsultingEngineers 250JAltonAve PHASE 2 - PROJECT NO. 38610 iOF IRVINE RANCH ,.,-----, f=�� Planners t•n:2714 TRAFFIC CON TRQL PLAN CHECKED. S.f'. Irvl.11.e, Call.I". WATERDISTRIC ::1z:!�1:1:ii;s:+i:c z-i.�i '----�surveyors (?l4)B60-B600 STA.-113+00.00 TO STA. 133+00.00 57 � t=t===t-----=================1====i�'.:.:_�_J_ ___ __:::=�-==-=-=�-=--=-=------J_�===�l:::::::z::::::::��=======:s::::::::::::::::::::::::::=:.:::=:::::::::=::='t='a�------:-, _________ _JL ___ _.;::�+ �.:..:....!...!..:::::'...!��;_.!.::;:'......:�!..l:.___!�:::..!.�::.:..::::.:::'.. ____ 7M1:i:AiNIN-=ic:ss[2.r.dw�g "' - W-5422-S MAIN MAIN 150' J.--.:..'.N.'.'.:o·-,--�D'.!::A'..'.:TE=---,----------'-R'-=E-"V/.:c:5,c.:c:'C:.:.:NS"--------------,-i!P_P_R_C_Vtc_Di DESIGNED: A.E. ------------"--------1 Di?AWN: J.f. JAMBOREE ROAD CENTURY CENTRE ENTRANCE GENERAL NOTES: & CONSlRIJClKlN SHAU. PROCEED IN STAGED WORK ZONE SECUEN'IS. 1HE ACTUAL LENC1HIN Pl.I.CE DURING IMY PERIOD c:E' CONS1RUC11Clf SHAU. BE AT 1HE DISCIIEllON c:E' ANO AGREED TO 8E'IYE£H 1HE QTY ENGINEER ANO Tl£ CONlRACTOR. AFFECTED DRl\£WA lS MUST BE ACC£SSIBI.£ 8E1YE£H 9:30 A.IL ANO J:00 P.M. EAOl DAY. SUSINESS/ PRQ>ERTY OWNERS SHAU. BE N011FlEl) n HOURS PRIOR TO COfSTRUC1ION. .& AfT£R A CONSTRUClKlN STACE IS <XllilPl.£1£ AN0 SIRE.El 'MlRK FINISHED, Tl£ CONlRACTOR SHAU. RESlR!PE AS <111C1NA1. ALL LANE S1R1P111G. MARKINCS. AN0 L£GENDS. ALSO ROIO'JE AU. � SIGNS ANO REPlACE AU. SIGNS EXISl1NG PRIOR TO CONSlRUCDClf. lll!ERE LOOP DE1ECTORS ARE DESlRO'IED, lllE CONlRACTORSHAU. HA\'£ THEM R£PlACED 8Y A QUAIJFlED El.£C1RICAI.. CONTRACTOR AS PART c:E' THIS CONlRACT 'MlHIN 48 HOURS. 200' 300' AS PER CONSTRUCTION STAGE SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. STREET STREET SIGN LEGEND (THIS SHEET): C18 0 STAGE 57 C20 RIGHT LAN CLOSED AHEAD C30 R41 �ANE ;; " R17 RIGHT TURN CLOSED ONLY " � © 0 © TYPE N-1 W57 CONSTRUCTION NOTES: QJ INSTALL TEMPORARY SIGN(S) AND POST. [I] INSTALL TYPE 111 BARRICADE l'.1TH SIGN(S) AS SHOWN. 0 PLACE TYPE II BARRICADE 'MTH FLASHER UNIT AS SHOWN. [!] PLACE TYPE Ill BARRICADE AS SHOWN. IT] PLACE WEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN. [}] HANG CONSTRUCTION SIGN ON EXISTING SIGN. 0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN. [I] INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFT TURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD. @) MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. LEGEND: 11 36" DELINEA TOR :r: TYPE II BARRICADE WITH FLASHER :l: TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN ra FLASHING ARROW SIGN BOARD � DIRECTION OF TRAVEL 0 CONSTRUCTION STAGE [2d WORK AREA SHEET 46 OF �,,. W-5422-S LEGEND: e 36" DEL!NEATOR :I: TYPE II BARRICADE WITH FLASHER :I: TYPE Ill BARRICADE cl PROPOSED TEMPORARY SIGN It!] FLASHING ARROW SIGN SOARD � DIRECllON OF TRAVEL © CONSTRUCTION STAGE E2 WORK AREA MAIN CONSTRUCTION NOTES: IJ] INSTALL TEMPORARY SIGN(S) AND POST. [I) INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN. I}] PLACE 'liBGHTED BASE TRAFFIC DELINEATOR AS SHOWN. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD. IE) INSTALL CAL TRANS DETAIL 8. !ill PAINT 4" SOLID WHITE LINE. En REMOVE CONFLICTING EXISTING STRIPING OR PAVEMENT MARKING. B INSTALL TYPE 1.11 PA\1EMENT ARROW LEGEND. @ INSTALL CALTRANS DETAIL 38A. GENERAL NOlES: & CONSlRUCllON SHALL PROCEED IN STAGED \WlRK 2M SEGMENTS. !HE ACIUAL LENGlli IN Pl.ACE DURING ANY P£RIOD OF CONSTRUCTION SHALL BE AT THE DISCRETION OF AND AGREED TO BE MEN !HE CITY ENGINEER AND 1HE CONTRACTOR. AFFEClED IJRIVEWA YS MUST BE ACCESSIBI.E BETllEEN 9: 30 A.M. AND 3: 00 P.M. EACH DAY. BUSINESS/PROPERTY OWNERS SHAU. BE NOTIAEO 72 HOURS PRIOR TO CONSTRUCTION . .& AFTER A CONSTRUCTION STAGE IS COMPI.ETE ANO STREET WORK FINISHED, lHE CONTRACTOR SHALL RESTRIPE AS ORIGINAL ALL LANE STRIPING. MARKINGS. ANO l£GENOS. Al.SO REMOVE All TEMPORARY SIGNS ANO REPLACE ALL SIGNS EXISITNG PRIOR TO CONSTRUCTION. II-ERE LOOP DETECT<JlS ARE DESTROYED, 1HE CONTRACTOR SHALL HAVE lHEM REPLACED BY A QUALIFIED ELECTRICAL CONTRAC� AS PART OF lHIS CONlRACT MlHIN 48 HOURS. 1-----+------+-----------------------t-------J DRAWN:J.F. GENERAL NOTES: ( THIS SHEET ) J, PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH CITY SENIOR TRAFFIC ENGINEER ROB HUGHES AT (714) 724-7649 TO CHANGE MAIN STREET PHASING TO SPLIT PHASE. THIS SHALL BE DONE BY A LICENSED SIGNAL MAINTENANCE COMPANY. NOTIFY THE CITY 72 HRS. IN ADVANCE. JAMBOREE ROAD SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. SIGN LEGEND (THIS SHEET): C18 R61 C13 END CONSTRUCTION © W57 © C30 R17 © © TYPE N-1 STREET - 1000' SH££T 46A OF W-5422-S No. CONSTRUCTION NOTES: [II INSTALL TEMPORARY SIGN(S) AND POST. 0 INSTALL TYPE Ill BARRICADE V�TH SIGN(S) AS SHOWN. 0 PL.�CE; TYPE II BARRICADE WITH fLASHER UNIT AS SHOWN. (I] PLACE TYPE Ill BARRICADE AS SHOl'!N. [II PLACE WEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN. [fl HANG CONSTRUCTION SIGN ON EXISTING SIGN. [I} PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN. [i] INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD. !ill MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. LEGEND= It 36" DEUNEATOR :t TYPE II BARRICADE WITH FLASHER :E TYPE Ill BARRiCADE q PROPOSED TEMPORARY SIGN lrnl FlASHING ARROW SIGN BOARD =¢-DIRECT!ON OF TRAVEL 0 CONSTRUCTION STAGE E3 WORK AREA SIGN LEGEND (THIS SHEET): C18 0 R17 ® DATE C20 GHT LA LOSE HEA REVISIONS '1157 ® GENERAL NOTES: &. CQCSlRUCllON SHALL PROCEED IN STACED WORK Z()N[ SEGMfNT5. 1HE AClUAI. LENGJH IN PLACE DURING #MY PERIOD OF camRUClla. SHALL BE AT 1HE DISCRE1KlN OF ANO AGREED TO BETYtEEN lHE QTY ENGINEER ANO n£ CONlRACroR. AFFECTED DRIIIEWA'tS MUST BE ACCESSIBI.E BEneN 9:30 A.II. ANO 3:00 P.U. £AO! DAY. BUSINESS/ Pk(ffRlY OWNERS SHAU. BE NOllflED 72 HOURS PRIOR TO CONSlRUClKK&. Af1ER A CONS'IRUCTION STACE IS COMPl£1t ANO SlREET WORK FINISHED, lHE CCNTRACTOR SHAU. RESlRIPE AS 1RC1NAL AU. LANE S'IRIPING. IIARl<lHGS. AHO LEGENDS, AlSO RDIOVE All lEMPORARY SIGNS ANO REPLACE AU. SIGNS EXISllNG PRIOR TO CONSlRIJCTION. \tltERE LOOP DETECTORS ARE DESlRO'IED, lHE CffllRACTOR SHAU. HAVE lHEll REPLACED BY A QUAUAEO El.EClRICAI. C(JllRACTOR AS PART OF lHIS CONTRACT 'MlHIN 48 HOURS. C30 © TYPE N-1 APPROVED R41 RIGHT TURN ONLY 0 DESIGNED A.E. ---+---+-----------------__j_ ___ _J _____ --r-t---------t---------------------1-----------l ORA WN: D.R. MAIN STREET - UNION SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. SHEET 47 �--� W-5422-S No. LEGEND: • 36' DELINEA TOR :i: TYPE II BARRICADE '111TH FLASHER!TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN m FLASHING ARROW SIGN BOARD -I> DIRECTION OF TRAVEL 0 CONSTRUCTION STAGE E:3 WORK AREA SIGN LEGEND (THIS SHEET): DATt 11-19-93 C18 0 C20 GHT LA LOSE © RtVIS/ONS REVISEMENT OF TRAFFIC DETOUR PLANS. ill STAGE 5 C30 R16 ® © 0 APP/10/CC LJtS!G'lvtD: A.E. t---+-----+---------------------j___ ___ __J DRAY!,'✓:J.R. '� C21 fl::, ! � SINGLE I LANE I I, AHEAD 48 W-5422-S CONSTRUCTION NOTES= QJ INSTALL TEMPORARY SIGN(S) AND POST.[I) INSTALL TYPE Ill BARRICADE 1'1111-1 SIGN(S) AS SHOWN. 0 PLACE TYPE II BARRICADE 1'111H FLASHER UNIT AS SHOWN. 0 PLACE TYPE Ill BARRICADE AS SHOWN.12)PLACE WEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN.I}] HANG CONSTRUCTION SIGN ON EXISTING SIGN.12]PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN.I]] INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD. 0 PLACE TWE II FLASHING ARROW SIGN BOARD. � MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. LEGEND= 9 36' DELINEA TOR :!: TYPE II BARRICADE WITH FLASHER :E TYPE Ill BARRICADE cj PROPOSED TEMPORARY SIGN m FLASHING ARROW SIGN BOARD -I>, DIRECTION OF TRAVEL · 0 CONSTRUCTION STAGE Ea WORK AREA SIGN LEGEND (THIS SHEET)= C18 C20 / /4HT LANE CLOSED plAHEAD � C30 VON KARMAN / o�l ��r, • "0"'& 0 w w 0.. z ;"' < © VON KARMAN TYPE N-1 R17 W57 © ,_lv_·o_, __ DA_Ti_E ___________ R_E_VIS:_i_ON_S ________ �_A_P_P_R_O_Vt_-o__, DESIGNED. A.E.11-19-93 REVISEMENT OF TRAFFIC DETOUR PLANS, t--+----+----------------------+------1 Of<!" WN:S.N. CHECKED: S.F. w 'o ::, 0 IRVINE RANCH WATER DISTRICT I?vine, Cali:!'. R -t.J-.Ifll;IDl'ID"WJ' IRVINE RAN CH WATER DlSTRICT ....,°' ,,_w w""' z � "'<( ... � _, <\'<:, w � :g :, "' ,,, o- \ I ·----, -� wz< _, 'i::,"' "' b"' "' ,· -�------- -.. ... _ -. , • ,; •I I ., Ii ,,,, I' ,,LT ,,I � ,I 'I ', ,: ,, ,,",, �"' 1--"' :,.,, 0 � V "' :,_"' 0 1;; 0 <n "'" "'"',." 'T ,!, " t AVENUE TT Cl/ \ I I I ' I i , I 36 -+ ,, - -+- / �··<:..· '\ .r·-.. ,• /\ ( NEWPORT BEACH GENERAL NOTES•'-& CONSTRUCTION SHALL PROCEED IN STAGED WORK ZONE SEGMENTS. THE ACTUAL LENGTH,r IN PLACE DURING ANY PERIOD OF CONSTRUCTION SHALL BE AT THE DISCRETION OF AND AGREED TO BET'M:EN THE CITY ENGINEER AND THE CONTRACTOR. AFFECTED BUSINESSES MUST BE ACCESSIBLE AT ALL TIMES. BUSINESS/PROPERTY OWNERS SHALL BE NOTIFIED 72 HOURS PRIOR TO CONSTRUCTION. � ) i ) & AFTER A CONSTRUCTION STAGE IS COMPLETIE AND STREET WORK FINISHED, THE < • CONTRACTOR SHALL RESTRIPE AS ORIGINAL ALL LANE STRIPING, MARKINGS, AND [ LEGENDS, AND SHALL REPLACE AUL PAVEMENT MARKERS REMOVED BY THE CONSTRUCTION. i ALL TEMPORARY SIGNS SHAUL BE REMOVED AND THE EXISITNG SIGNS REPLACED. <' 1 WHERE LOOP DETIECTORS ARE DESTROYED, THE CONTRACTOR SHALL; AT HIS EXPENCE, f HAVE THEM REPLACED BY S.M.I. VflTHIN 72 HOURS AFTIER THE LOOPS HAVE BEEN DAMAGED. ) I ALL REPAIR WORK SHALL BE INSPECTIED BY THE CITY TRAmC ENGINEER PRIOR TO / I '. ACCEPTANCE OF THE WORK. y" ; ""' / / AVENUE -¾-....,,'"-,../·•'\.__....,,,,, ,�,..,, /,\ /'\...___...,,•·'--....--·5(__ _ _.,>--// ce=------·"" '---- 'v � ',� / 0 sso' LEFT LANE CLOSURE TAPeR ffi 0.. < I- w ::, _, DAT£ PROJECT £NGINFFR Z/(.5' m ASS/STt.NT DIRECTOR OF PLANNING & FNGINFERING Prepared in the office of Church .Engineering, Inc. Consulting En�ineers Plunru,rs 2501 Alton AYe. Irvine CA 92'714 {714)660-8600 IRVINE BUSINESS COMPLEX RECLAIMED WATERLINE DISTRIBUTION SYSTEM PHASF 2 -PROJECT No. 38610 TRAFFIC CONTROL PLAN SHEET 49 -� - � OF ,;. STA. 28+00.00 TO STA. 48+00.00 57 z i.__..1.... ___ ..J_ ___________________ __,1 _____ .L-, ______ ...1.. ___________________ .J.-_____ .._ _________ ,.,_ _____________ _._--+-_.__ ________________ .._ ____________________________ __.,ViiiowNit'.K-:;C:.;S2'.d�wg-; C W-5422-S No. VON -'-' 0.. z < < \-_; 0 :::, 0 co N 0 0 MARTIN I;' I;. II I 11 -�---r;·.,· I •• I :·111 I I I I I I 11�.111I I j I 11-<-I 17 II 1 \ I / I 11 I \ I I I 11 I 0 I $ I II I I I I e-------, � ---------f-----�-'"'o- KARMAN . � I i- � /':�, \I ·- • I I \__:_ j_ _I 1:._ _J _ 4 :f STAGE 3 STAGE 4& I �;··� -----I ---STAGE 5 /___ s_TA_G _E -6+-7 ___ -b-....,_ ___ /_,-STAGE _2_ _ � STAGE 8 GENERAL NOTES: A C0NSTRUC1ION SHAU. PROCEED IN STAGED WORK ZONE SEGIIENlS. 1HE AClllAL LENClH� IN Pl.ACE DURING MIY P£RI()[) CF CONSlRUCllON SHAU. BE AT 1HE DISCREllON CF ANO AQlEED TO BETYIEEH THE QTY ENGINEER AND Tl£ CONlRAClOR. AfftCTED DRIIIEWAYS IIUST BE ACCESSIBI£ BETYIEEH 9:30 A.II. AND l:00 P.11. EACH DAY. BUSINESS/ PkCffRTl" OWNERS SHAU. BE N011FlED 72 HOURS PRIOR TO CONS1RUC110N. A AflER A CONSlRUC'!ION STACE !S COIIPl.£1E AND STREET WORK FNSHED, THEC(Jlll'IACTOR SHAl.l RES'IRIPE AS <RCIHAL AU. LNtE STRIPING. IIARKlNGS, AND LEGENDS. Al.SO ROIOIIE AU. lBIPORARY SIGNS ANO REPLACE AU. SIGNS EXISl'ING PRIOR TO CONSlRUCllON. 'tlHERE LOOP DETECTORS ARE DESTRO'IED, lHE CONlRACTOR SHAl.l HAIIE lHEl,I REPI.ACEO BY A OOAU'IID El.ECIRICAL CONTRACTOR AS PART CF lHIS CON'IRACT \111HIN 48 HOORS. CONSTRUCTION NOTES: LEGEND= . Q]INSTALL TEMPORARY SIGN(S) AND POST.@ 36' DELINEA TOR 0 INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN.0 PLACE TYPE II BARRICADE WITH FLASHER UNIT AS SHOWN.I}] PLACE TYPE Ill BARRICADE AS SHOWN. :t TYPE II BARRICADE WITH FLASHER :I: TYPE Ill BARRICADE [I) PLACE '//£IGHTED BASE TRAFFIC DELINEA TOR AS SHOWN.0 HANG CONSTRUCTION SIGN ON EXISTING SIGN.0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN.III INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN S!GNAL HEAD. (TI PLACE TYPE II FLASHING ARROW SIGN BOARD.l1I) MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. DATE REVISIONS q PROPOSED TEMPORARY SIGN m FLASHING ARROW SIGN BOARD -I> DIRECTION OF TRAVEL 0 CONSTRUCTION STAGE[:3 WORK AREA IPPRO'IED DESIGNED: A.E. CHECKED.· S.F. �--r---,�---:l.'-� --t----I - - - - -I L._ '( I T O �. /I I � 55 <' l --� -------,,:., SIGN LEGEND (THIS SHEET): C18 C20 OA GHT LA STRUCT LOSE HEA -\---,' \'IQRK ONE -. . . \:, C30 AN LOSE © R17 " ' •. •� \ TYPE N-1 W57 © SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. IB VINE RANCH WATER DISTRICT Irvine, Calif",. !9W1.. � IR\�NE RANCH WATER DISTRICT DAT£ PR0.1Fcr FNGIA/FFR 2qrh..1 ASS/STANT DIRECTOR OF Pt ANNING & ENGINEER/NC � _ � DUPONT DRIVE 0 en Prepared in the office of Churc.h Eng1neer1ng, fne. Consulting Engineers !3501 Alton Ave. Irvine CA 92714 (714 }660-8600 Ct. w [L <c- w CY ::, 1/1 () _; 0 AVENUE IRVINE BUSINESS COMPLEX RECLAIMED WATERLINE DISTRIBUTION SYSTEM PHASE 2 -PROJECT No. 38610 TRAFFIC CONTROL PLAN STA. 48+00.00 TO STA. 56+00.00 B - SHEET 50 OF 57 VONK-CS3.dwg W-5422-S ,: I VON SIGN LEGEND (THIS SHEET): KARMAN LJ SAN DIEGO FWY \ _----- � -----I --I ---: -------- ----------- - - ---- -- -----=P --l-I ---------�-C18 C20 C30 ---------------� --+ ---- ----- ---------------------- --------- - - - I !------��, -.---.-Tl-----,-,--, - I T -----�� I I ' ' I II II I I -�I ii II ROAD CONS TRUCTION AHEAD RIGHT LA NE CLOSED AHEAD � I 11 11 11:_ � CALTRANS RW PROPOSED RECLAIMED WATER UNE J I I I i 48"X48" 48"X48" 30'X30" 0 © © TYPE N-1 R17 W57 " •-� I �1124"X24" 48"X24" 18"X18" VON © © © GENERAL NOTI:S: A CONSTRUCTION SHAl.l PROCEED IN STAGED WORK ZONE SEGMENlS. 1HE ACTUAL l.ENClHIN PlAC£ DURING NlY PERIOO OF C()NSTRUCTION SHALL BE AT 1HE DlsalETION OF AND AGREED TO BETWEEN lHE QTY ENGINEER ANO THE C()NlRACTOR. AfFEClED DRIOA YSIIUST BE ACCESSIEU BETVIEEN 9: JO A.It AND J:00 P.U. EAOf DAY. BUSINESS/FROFER, Y OVitlERS SHAU BE NOllFIED n HOURS PRIOR TO CONSlRUCTION.& AFTER A CONSTRUCllON STAGE IS COIIPLElE ANO STREET WORK FINISHED. 1HECCfilRACTOR SHALL RESlRIPE AS ORIGINAL ALL LANE SlRIPINC. MARKINGS. ANDLEGENDS. ALSO REIIOIIE ALL lEMPORARY SIGNS ANO REPLACE All SIGNS EXISITNGPRIOR TO CONSTRUCTION. llHERE LOOP DE1ECTORS ARE DESTROYED, 1l£ C()NlRACTOR SHAU HAVE 1HEll REPlACED BY A QUAUFlED EI..EClRICAL C()NlRACTOR AS PART OF lHIS CCNTRACT 1111-IIN 48 HOURS. KARMAN 11 11 I I I I SAN DIEGO FWY CALTRANS RW SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. ,__N_o_. __ D_A_T,_E __________ Rt_-w_s_!O_A_'S ________ �_A_P_PR_, D_Vi_'ED___, DES!GNFD. AE. 1---+------+-----------------------,-------1 DRAWN:H.C. >---+------+---�-------------------,--------, Ci-fE:CKED: S.F. IRVINE RANCH WATER DISTRICT I.rvJD.e1 Ce.JJ:f,, !� 11.llWWilfJ' IRVINE RAN CH WATER DISTRICT DATE PROJECT ENGINEER Z/?S/3/1-?• ASSISTANT DIRECTOR OF PLANNING & ENGINEERING AVENUE AVENUE Prepared in thu office of Church £11gi11eer1'ng, ·111e . Consulting Engineers Planners 2501 Alton Ave. /ri;,ine CA 92714 (714)880-8600 CONSTRUCTION NOTES: IJ] INSTALL TEMPORARY SIGN(S) AND POST.0 INSTALL TYPE Ill BARRICADE 'MTH SIGN(S) AS SHOWN.0 PLACE TYPE II BARRICADE 'MTH FLASHER UNIT AS SHOWN.8 PLACE TYPE III BARRICADE AS SHOWN.(I] PLACE WEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN.[I] HANG CONSTRUCllON SIGN ON EXISTING SIGN. III PLACE SUPPLEMENTAL TO DEUNEATOR AS SHOWN ON PLAN.[il INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTlURN SIGNAL HEAD. [I) PLACE TYPE II FLASHING ARROW SIGN BOARD.� MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. I!!} INSTALL CALTRANS DETAIL 22, SUPPLEMENT WITH EPOXIED PERMANENT TYPE CHANNELIZERS /IS SHOWN. LEGEND: •36" DELINEA TOR:t TYPE II BARRICADE WITH FLASHER :i; TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN lrn FLASHING ARROW SIGN BOARD � DIRECTION OF TRAVEL 0 CONSTRUCTION STAGE � WORK AREA GENERAL NOTES (THIS SHEET): 1.ALL WCRK WITHIN THE STATE R/W SHALL CONFORM TOCALTRANS STANDARD PLANS 1992 EDITION, STANDARDSPECIFICATIONS 1992 EDITION AND MANUAL OF TRAFFICCONTROLS 1990 EDlllON.2..DURING STAGE 2 ALL CONFLICTING STRIPING SHALL BEREMOVED BY SANDBLASTING. AND TEMPORARY STRIPING INSTALLED.3, AFTER CONSTRUCTION 15 COMPLETE AND STREET -WORK FINISHED THE CONTRACTOR SHALL RESTRIPE AS ORIGINAL ALL LANE STRIPING, MARKINGS AND LEGENDS . ALSO REMOVE ALL TEMPORARY SIGNS. SANDBLAST ALL CONFLICTING CONSTRUCTION sretl"IN<b, 4, STAGE 2 ACCESS RAILING TYPE 'K'. PITS SHALL BE PROTECTED WITH TEMPORARY IRVINE BUSINESS COMPLEX RECLAIMED WATERLINE DISTRIBUTION SYSTEM PHASE 2 -PROJECT No. 38610 TRAFFIC CONTROL PLAN SHEET 51 OF ,; STA. 100+00.00 TO STA. 117+00.00 57 ,,, L,__1,_ ___ 1,_ __________________ _J.. ____ ....1.. ______ .....1.. __________________ _._ _____ ,.._ ________ _._ ____________ _..,_.___._ ____________________________________________ iivrnoNji,K::'.i-cecs74_a.dw:;;:9-; s ·• - en- W-5422-S VON STAGE 1--�-- ---------------- VON GENERAL NOTES: & CCWSlRUCllON SHALL PROCEED IN STAGED WllRK ZONE SEGMENTS. 1HE ACTUAL I.ENGlH IN Pl.ACE DURING ANY P£RIOD OF CONSlRUCllON SHALL BE AT DIE DISCRETlON OF ANO Ar.REED TO BE111EEH 1HE QTY ENGINEER All> 1HE CONlRACTOR. AFFEClED DRIVEWA'IS lilJST BE ACCESSIBLE BETWEEN 9:JO A.IL All> 3:00 P.11. E.Aat DAY. BUSINESS/ FRtHR, Y O't1INERS SHAU. BE NOllFIED 72 HOURS PRIOR TO CONSlRUCTlON. &. AFTER A CONSlRUCOON STAGE IS COIIPLETE ANO STREET Y«lRK FINISHED, 1HE cetllRACTOR SHALL RESIMPE AS ORIGINAL All LANE SlRIPING, MARKINGS. AND U:GENOS. Al.SO REMOVE All lDIPORARY SIGNS AND REPt.Aa: AU. SIGNS ElCISllNG PRIOR TO CONSTRUCTION. '1HERE LOOP DETECTORS ARE DESlRO'IED, 1HE CONlRAC� SHAU. HAVE lHEM REPLACED BY A QUAl.lflED El.EClRICAL CONIRACTOR AS PART OF 1HIS CONTRACT NlHIN 48 HOURS. "o. DA TE REVISIONS APPRO '/ED 1-..'.:"'.c:'.c.._ ....!c::.!.2.'...=_�--------'-'=-"--='-""-"'-----------,��----f DESlGNED: i---+----+---------------------t--------1 DR/, WIV: A.E. R.B. MAIN STREET SEE SHEET 45 OF 57 \\ \ SIGN LEGEND (THIS SHEET): C18 ROAD CONSTRUCTION AHEAD © C20 GHT LA LOSE C30 © KARMAN TYPE N-1 R16 0 AVENUE AVENUE CONSTRUCTION NOTES: IJ] INSTALL TEMPORARY SIGN(S) AND POST. 0 INSTALL TYPE Ill BARRICADE 'MTH SIGN(S) AS SHOWN. [I) PLACE TYPE II BARRICADE WITH FLASHER UNIT AS SHOWN. [!] PLACE TYPE Ill BARR!CADE AS SHOWN. III PLACE WEIGHTED 8.�SE TRAFFIC DEUNEATOR AS SHOWN.0 HANG CONSTRUCTION SIGN ON EXISTING SIGN. (I] PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN. 0 INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFT TURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD. 0 MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. LEGEND: e 36" DELINEATOR : TYPE II BARRICADE WITH FLASHER :l: TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN liD FLASHING ARROW SIGN BOARD � DIRECTION OF TRAVEL 0 CONSTRUCTION STAGE E2 WORK AREA SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. . . W-5422-S CONSTRUCTION NOTES: Q]INSTALL TEMPORARY SIGN(S) AND POST.0 INSTALL TYPE Ill BARRICADE '111TH SIGN(S) AS SHOWN.0 PLACE TYPE II BARRICADE �TH FLASHER UNIT AS SHOWN.Q]PLACE TYPE Ill BARRICADE AS SHOl'R-I.0 PLACE WEIGHTED BASE TRAFFIC DELINEA TOR AS SHOWN.0 HANG CONSTRUCTION SIGN ON EXISTING SIGN.0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN.0 INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD. [il PLACE TYPE II FLASHING ARROW SIGN BOARD. � MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. LEGEND: •36" OELINEA TOR :l: TYPE II BARRICADE IMTH FLASHER !TYPE Ill BARRICADE cl PROPOSED TEMPORARY SIGN rn FLASHING ARROW SIGN BOARD ➔DIRECTION OF TIRA VEL© CONSTRUCTION STAGE � WORK AREA GENERAL NOTES: � CONSlRIJCllON SHAU PROCEED IN STAGED WORK Z<M SEGMENTS. THE AClUAL LENGTHIN PLACE DURl<IG NlY PERIOD Cf' CONS'IRUCllON SHALL BE AT THE DISCRETION Cf' ANO AGREED TO BEMEN 1HE QTY ENGINEER ANO THE CONTRACTOR. AFFECTED DRl\£WAYSMUST BE ACCESSIBLE BElllEEN 9:JO A.M. AND 3:00 P.lol. EACH DAY. BUSINESS/ PROPERTY OM'IERS SHAU BE N01JflEO 72 HOURS PRIOR TO COIISlRUCllON..&. AFTER A CONSlRUCllON STAGE IS COIIPlE1E AND SlREET WORK FINISHED, THE CONlRACTOR SHALL RESTRIPE AS ORIGINAL ALL LANE SlRIPING, MARKINGS, ANO 1£GENDS. Al.SO REMOIIE ALL lEMPORARY SIGNS ANO REPLACE ALL SIGNS EXISllNG PRIOR TO CONSlRUCllON. WHERE LOOP DETECTORS ARE DESTROYED, THE CONTRACTORSHALL HAIIE THEM R£PLACED BY A 0UAl.lflEO ELECTRICAL CONTRACTOR AS PART Cf' THIS CONTRACT YIITHIN 48 HOORS. VON l---t----¥----'----------------1----1 DR/1,WV:J.F VON KARMAN KARMAN w n.. z � < ..J w • _., a,: 0 ::, "' VJ "' 0 0 MCGAW AVENUE SEE SHEET 42 OF 57 � � "' z < _; 0 U'l "' �t �ls. Q. <( .... uJ if) 0 200'-300' PER CONSTRUCTION STAGE fil 200'-300' PER CONSTRUCTION STAGE SIGN LEGEND (THIS SHEET): C18 C20 OA RIGHT LANE STRUC CLOSED HEA AHEAD 0 © SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. AVENUE WOR ZONE LsTAGE 1 - AVENUE - CJO TYPE N-1 R16 R17 © 0 W-5422-S SIGN LEGEND (THIS SHEET): C18 C20 0 TYPE N-1 R17 r, ----·--·-·-··---··---I \ PROPOSED RECLAIMED WATER LINE Ii No. CA TE REVISIONS APPROVED A E j_:::C".'.'._�_.c::::.:'..'..=__� _______ _:..cc�.:c:::.c::._ _______ --,---'-'--�=--1 DESIGNED: .. 200'-300' CONSTRUCTION PER STAGE & VON KARMAN C30 © 0 VON KARMAN IIJ�I J -·-·--.. ---------+------..--------. l--+-------------------------+-----1 Df!/.WN: D.R. ALTON PKWY SEE SHEET 40 OF 57 200'-300'CONSTRUCTION PER STAGE & . STAGE 5 SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. GENERAL NCJ I ES: & CONSlRUCTION SHAU. PROCEED II STAGED WORK ZONE SEGIIENlS. llfE ACTUAL LDIGlH IN Pl.ACE DURING ANY PERIOD <F CONSTRUCTION SHAU. BE AT 1HE DISCl£110N <F ANO AGREED TO BElYot8I 1HE CiTY ENGINEER NI) 1l£ CONlRACTOR. N'FEClED DRM:WA 'IS MUST BE ACC£SS1lll.£ BETWEEN 9:.30 A.I.I. ANO 3:00 P.M. EACH DAY. BUSINESS/ PROPERTY OlWERS SHAU. BE N011FJEO 72 HOURS l'RIOR TO CONSTRUCllON. & AFTER A CffiSlRIJCTION STAGE IS C011P1nE ANO STREET WORK FINISHED, 1HECOllRACTOR SHAU. RESiRIPE AS ORIGINAL AU. LANE STRIPING. MARKlllGS, AND LEGENDS. ALSO REMOVE AU. 'IEMPORARY SICNS NI) REPLACE AU. SICNS EXISITNG PRIOR 10 CONSlRUCTION. 'i1HERE LOOP OElECTORS AA£. DESlRO"l'ED, lHE CONTRACTOR SHAU. HAVE 1HOI REPLACED BY A QUAUAEO ll.ECTRICAL <XlNlRACTOR AS PART <F lHIS CONTRACT 'MllilN 48 HOURS. CONSTRUCTION NOTES= [l] INSTALL TEMPORARY SIGN(S) AND POST.0 INSTALL T'r'PE Ill BARRICADE WITH SIGN(S) AS SHOWN.0 PLACE TYPE II BARRICADE WITH FLASHER UNIT l>.S SHOWN.II)PLACE T'r'PE Ill BARRICADE AS SHOWN. [}] PLACE WEIGHTED BASE TRAFFIC DELINEA TOR AS SHOWN.[I) HANG CONSTRUCTION SIGN ON EXISTING SIGN.ll]PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN.[!) INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD.0 PLACE T'r'PE II FLASHING ARROW SIGN BOARD.13 MAINTAIN •• A 75' TURN OPENING IN LANE CLOSURE TAPER. LEGEND: e 36" DELINEA TOR ::t TYPE II BARRICADE 1'11TH FLASHERI TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN m FLASHING ARROW SIGN BOARD -«> DIRECTION OF TRAVEL0 CONSTRUCTION STAGEE3 WORK AREA SHEET 54 OF W-5422-S No. llrV!'i!ON.'i ------ I )) II I ;/ �� -�+--�BARRANCA PKWY VON KARMAN AVENUE APPROVf"D . -" .. ___ _, - ·-"------- ' DESICNED: A.E. DRA W/V: J.R. CHECKED: S.F. IRVINE RANCH !iiWATER DISTRICT lirjfiJfITilll!4 I.rvine, Csli:r. IR\�KE RAN CH WATER DISTRIC ., 200'-300' PER CONSTRUCTION STAGE fil AVENUE _n CONSTRUCTION NOTES: CD INSTALL TEMPORARY SIGN(S) AND POST. [II INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN.III PLACE TYPE II BARRICADE WITH FLASHER UNIT AS SHOWN.Q]PLACE TYPE Ill BARRICADE AS SHOWN. � PLACE WIEIGHTED BASE TRAFFIC DELINEATOR AS SHOWN.[I] HANG CONSTRUCTION SIGN ON EXISTING SIGN.0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN.[I] INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD.122)MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. LEGEND= e 36" DELINEA TOR :i: TYPE II BARRICADE WITH FLASHER :J: TYPE Ill BARRICADE q PROPOSED llEMPORARY SIGN rn FLASHING ARROW SIGN BOARD -=i> DIRECTION OF TRA \/EL © CONSTRUCTION STAGEE3 WORK AREA SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. GENERAL NOTES: & CQfSlRUCTION SHALL PROCEED N STAGED WORK ZOf£ SEGMENlS. THE AClUAl LENGlHIN Pt.ACE DURING ANY PERIOD a: COfSlRIJCTION SHAU. BE AT THE DISCRETION CF ANO AGREED TO BETIEEN THE QlY a«;INEER MD 11£ COH1RAC10R. AFFEClID DRIVEWAYS MUST BE ACCESSllllE BET\IEEN 9: 30 A.ti. ANO J:00 P JI. EA0I DAY. BUSINESS/ PRCffRlY OWNERS SHAU. BE N011f1El) n HOURS � TO CONS1RUC11CN. A AFTER A COHSlRUCTION STAGE IS C0IIPl£1E ANO STREE I WORK FlNISHEO. 1HECOllRACTOR SHAU. RESTRIPE AS ORIGINAL AU. LANE STRIPING. MARKINGS. ANO LECOIOS. ALSO REMOi.£ AU. lEMPORARY SIGNS AND R£PI.ACE AU. SIGNS EXISllNG PRIOR TO CONSlRIJCllON. IWIERE LOOP OETECTa!S ARE OESTRO'IED, 1HE CXJITRACTOR �AU. HAIIE 1HEU REl'lACED BY A OUAIJFIEO W:ClRICAl CONTRACTOR AS PART <J' lHIS CONTRACT 'MTHIN 48 HOURS. SIGN LEGEND (THIS SHEET)= C18 OA STRUCT HEA 0 C20 GHT LA LOSE ffi, &,e•;,-,. DAT, PRoJ,cr ,Nc1NffR «fr A:r • Prepared in the office t:Jf IRVINE BUSINESS COMPLEX RECLAIMED WATERLINE DISTRIBUTION SYSTEM ) L---;;: ASSISTANT 0/R/CCTOR OF PLANNING & ENC/NF.ER/NC Church E:ngineering, Inc .. Consulting 'Engineers r"'�,� PlarJners 2501 Alton Ave. Irvine CA lJ2714 (714)660-8600 PHASE 2 -PROJECT No. 38610 TRAFFIC CONTROL PLAN SHEET 55 OF 57 STA. 177+OO.OO TO STA. 189+OO.OO --�--------------------------------------....... ---------------------------�=,..,,,,,,,...,._, . ..., V0NK-CS8.dwg - W-5422-S s o· No. DATE REVISIONS .. & APPROVED DESIGNED: A.E. 11-19-93 REVISEMENT OF TRAFFIC DETOUR PLANS. ................... ·-----------1-------ii---------1 . DRAWN: S.N � b wS-' IRVINE RANCH WATER DISTRICT MACARTHUR r III II . I i I I I ' I iBOWSPRIT DRIVE BOULEVARD SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. u !Ri1'1E RANCH #-H' / ',e..J � DATF PRGJFCT FNC/1/FFR z./4/2:r CONSTRUCTION NOTES: 11]INSTALL TEMPORARY SIGN(S) AND POST.LEGEND= 9 36" DELINEA TOR 0 INSTALL TYPE Ill BARRICADE l'f1TH SIGN(S) AS SHOWN.:t TYPE II BARRICADE 111TH FLASHER J TYPE Ill BARRICADE 0 PLACE TYPE II BARRICADE 'MTH FLASHER UNIT AS SHOWN.[!] PLACE TYPE Ill BARRICADE AS SHOWN.q PROPOSED TEMPORARY SIGN rn FLASHING ARROW SIGN BOARD-=i> DIRECTION OF TRA I/EL m PLACE .. \IEIGHTED BASE TRAFFIC DELINEA TOR AS SHOWN. 0 HANG CONSTRUCTION SIGN ON EXISTING SIGN.0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN.[II INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD. 0 CONSTRUCTION STAGEEa WORK AREA II)PLACE TYPE II FLASHING ARROW SIGN BOARD.IJ2) MAINTAIN A 75' T\JRN OPENING IN LANE CLOSURE TAPER. SIGN LEGEND (THIS SHEET): C18 R17 © ,'1/,, j 1 ¾,.," C20 RIGHT LANE CLOSED AHEAD C13 END CONSTRUCTION © TYPE N-1 W57 _I �I , •···• ,, CJO AN LOSE © &. ALL TRAFFIC CONTROL WORK AND DEVICES SHALL BE IN ACCORDANCE WITH THE WORK•AREA TRAFFIC CONTROL HANDBOOK{WATCH), 1990 EDITION, AND THE STATE OF CALIFORNIA TRAFFIC MANUAL CHAPTER 5, LA TEST EDITION . .&, CONSTRUCTION SHALL PROCEED IN STAGED WORK ZONE SEGMENTS. THE ACTIJAL LENGTHIN PLACE DURING ANY PERIOD OF CONSTRUCTION SHALL BE AT THE DISCRETION OF AND AGREED TO BETl'iEEN THE CITY ENGINEER AND THE CONTRACTOR. AFFECTED BUSINESSES MUST BE ACCESSIBLE AT ALL TIMES. BUSINESS/PROPERTY OWNERS SHALL BE NOTIFIED 72 HOURS PRIOR TO CONSTRUCTION. &. IF THE EXTENT OF RECONSTRUCTION DOES NOT ALLOW A MINIMUM 10' TRAVEL LANEIN EACH DIRECTION, FLAGMEN SHALL BE PORVIDED TO DIRECT TRAFFIC AROUND THE C-ONSTRUCTION AREA. &. FOR TRAFFIC SIGNAL TIMING OR OPERATIONAL CHANGES, THE CONTRACTOR SHALL COORDINATEWITH CITY OF NEWPORT BEACH TRAFFIC ENGINEERING, RON GARRETT OR RICH EDMONSTON AT (714)644-3344 FOR ANY SIGNAL MODIFICATIONS 72 HOURS PRIOR TD THE CHANGE INOPERATION.La THE CONTRACTOR SHALL MAINTAIN TRAFFIC SIGNALIZATION DURING ALL PHASES OFCONSTRUCTION. & AFTER A CONSTRUCTION STAGE IS COMl1LE'.'TE AND STREET WORK FINISHED, THECONTRACTOR SHALL RESTRIPE AS ORIGINAL ALL LANE STRIPING, MARKINGS, AND LEGENDS, AND SHALL REPLACE ALL PAVEMENT MARKERS REMOVED BY THE CONSTRUCTION. ALL TEMPORARY SIGNS SHALL BE REMOVED AND THE EXISITNG SIGNS REPLACED. WHERE LOOP DETECTORS ARE DESTROYED, THE CONTRACTOR SHALL, AT HIS EXPENCE, HAVE THEM REPLACED BY S.M.I. WITHIN 72° HOURS AFTER THE LOOPS HAVE BEEN DAMAGED. ALL REPAIR WORK SHALL BE INSPECTED BY THE CITY TRAFFIC ENGINEER PRIOR TO ACCEPTANCE OF THE WORK . .&. PRO�CT IN PLACE ALL TRAFflC SIGNAL CONDUIT. THE CONTRACTOR SHALL CONTACT • RON GARRETT, TRAFFIC ENGINEERING FOR iHE CITY OF NEWPORT BEACH, AT (71�) 644-3344 . TO LOCATE CONDUIT 48 HOURS PRIOR TO STARTING GONSTRUCTION. Prepared in the office of IRVINE BU INE OM LEX RECLAIMED WATERLINE DISTRIBUTION SYSTEM PHASE 2 -PROJECT No, 38610 Churc.h J:ngineeri11g, Inc. Consulting Enl(ineers 2501 Alton Ave. �vin;,nu TRAFFIC CONTROL PLAN SHEET "'56 - OF ASSISTI-NT [;,!RECTOR QF '------' Survr:yors (714)660 8600 T QQ QQ 5 7 tj===:!==========:....._· • ___ .. ___ ... _. ___ • ___ .... •• ... • • ___ .............. __ ••• ___ -J· __:__ _______ :....._��'.:__j ___ _:.=..�==-=::_-=-===�---�===::..1===�=��===========n::.:1.A�N=N1N="::&::F:.:Nc::,11✓=,,=R,=wc'::!1.z =!�L---:-_:_ ________ .. _ _JL __ :;-, _ _;;S�T!_!A�.�5::!..1!..:+�00_:0!.;_.�0�0!__T!..:0,!__:;2S..!..!:A�.�6:�.J+��· �· -!.::!...----�MiNACCAA:::::-ccss�1-d�wg �I:rvlne, CaJJ:r. Ci-i£CK£D: S.F. WATER DISTRICT - W-5422-S i CONSTRUCTION NOTES: m INSTALL TEMPORARY SIGN(S) AND POST. 0 INSTALL TYPE Ill BARRICADE WITH SIGN(S) AS SHOWN.0 PLACE TYPE II BARRICADE WITH FLASHER UNIT AS SHOWN. [!] PLACE TYPE Ill BARRICADE AS SHOWN.Ill PLACE WEIGHTED BASE TRAFFIC DELINEA TOR AS SHOWN.11)HANG CONSTRUCTION SIGN ON EXISTING SIGN.0 PLACE SUPPLEMENTAL TO DELINEATOR AS SHOWN ON PLAN. [!] INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM. COVER LEFTTURN SIGNAL HEAD. 0 PLACE TYPE II FLASHING ARROW SIGN BOARD.!ill MAINTAIN A 75' TURN OPENING IN LANE CLOSURE TAPER. / / LEGEND= SIGN LEGEND (THIS SHEET): •36" DELINEA TOR :I: TYPE II BARRICADE 'MTH FLASHER C18 C20 :E TYPE Ill BARRICADE q PROPOSED TEMPORARY SIGN ROA RIGHT LANE rn FLASHING ARROW SIGN BOARD STRUC � DIRECTION OF TRAVEL HEA 0 CONSTRUCTION STAGEt:3 WORK AREA 0 No. DA TE RE'/1S/ONS J.PPROVEDi-.:_:c:.:__ _ __:o.:_:c..:c.. _________ -'-"''-'-"'-"'-'-"------------,--------1 DESIGNED. A.E. CLOSED AHEAD © ----------- --------, 1---+-----------------------------j-------J URA/Viv': V.T. MAIN STREET SEE SHEET 47 OF 57 w ' I ..... C30 TYPE N-1 R16 R17 .�•· .•� © 0 © © SEE SHEET 37 FOR GENERAL NOTES AND DETAILS. 0 "' ------------- GENERAL NOTES: & CONSTRUCTION SHAU PROCEED IN STAGED WORK ZONE SEGMENTS. THE ACTIJAL LENGTH IN PLACE DURING NfY PERIOD Of CONSTRUCTION SHALL BE AT THE DISCRETION Of ANO AGREED TO BETWEEN THE CITY ENGINEER AND THE CONlRACTOR. AFFECTED DRl\£WA 'IS MUST BE ACCESSIBLE BETWEEN 9:30 A.M. AND 3:00 P.M. EACH DAY. BUSINESS/ PROPERTY OWNERS SHAU BE NOTIAEO 72 HOORS PRIOR TO CONSTRUCTION. & AFTER A CONSTRUCTION STAGE IS COMPLETE AND STREET WORK FINSHED, THE CONlRACTOR SHAU RESTRIPE AS <IOOINAL All LANE STRIPING. MARKINGS, ANO LEGENDS. ALSO REMOVE ALL TEMPORARY SIGNS AND REPLACE ALL SIGNS EXISilNG PRIOR TO CONSTRUCTION. WHERE LOOP DETECTORS ARE DESlROYED, THE CONTRACTOR SHAU HA VE THEM REPLACED BY A QIJALFIED ElEClRICAI. CONTRACTOR AS PART OF lHIS CONTRACT I\ITHIN 48 HOURS. I ....... O'> - SHEET "' 57 I'>, � r-: OF 1 W-5422-S