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Home My WebLink AboutR_5678_S" . • ' '. • • ' / ..... .,...,_ .. _._-._-:.,;,·ar:111· a.llll!lili!'!' __ IIIIC...,...:-'..,.,...t!!!mlllll ___________ _._..._. ____________ llll!ili_iiiiifilill_li_iili!!-•-------------------------lll!llllll!Bl-lila!l!!!ll!l!l!!lll!!all!!!!!ll.•l!!ll!ll!l!!l!!!!!l!!l!!!!ll!l!IIBl!ll!!B!!!!!!!llllll!!!!!!!!a!!!!!!l!!!l!!l!!!l!!!!l!!!l!!!!!!!!!!l!!i!II BOARD OF SUPERVISORS \ ORANGE ' CQUNTY I JOHN AIRPORt IMPROVEMENT PROJECT ROGER R. STANTON HARRIETT M. WEIDER GAD o I H. VA s·o u Ez,, vicE CHAIRMAN WILLIAM -G. STEINER. JAN MITTERMEIER, AIRPORT DIRECTOR, JOHN WAYNE AIRPORT REVISED THE IRVINE CO. LOT 14· PARKING RECONSTRUCTION, SURVEY CONlRO~, EROSION CONTROL, AND LANDSCAPING. MINOR SIGNING REVISIONS. THOMAS F .. RILEY, CHAIRMAN VICINITY MAP THE WID;ENING OF CAMPUS DRIVE CITY t,W~T ;BE~CH . ' . ,_,· / ? . }7 APPROVED:-. ... /A ;.<... ,.__ __ ;./} /; '-· A A FRWY FRWy 5 ;;I FROM BRISTO'L STREET NORTH .TO CITY ENGINEER DATE REVISION& DATE! 1-/92-BY KN 10 • 5')~ KATELLA ai ST GARDEN GARDEN GROV G,rovE • I- 500 FEE-T NORTH AND FROM 1100 FEET SOUTH OF . . I REVISED TO CONFORM TO ADA REQUIREM'ENTS AND CURRENT STANDARDS APPROVED: TV.,...,.,.,. NEWPORT ;BEACH () 1~ (;1:JH,,: ___ . .rµt./24 ·-CllY ENGINEER DATE , REVISION £ • DATE: 5}"14-BY: MM ~BEACH SEAL• BEACH EL TOro • MacARTHUR BL VD.! TO 500. FEET NORTH ' • i F.ENCH MARKS 3S-28-70 ADJ. ELEV. 1970. 47.009 IN THE NORTHWEST PART OF THE INTERSECTION OF CAMPUS DRIVE ANO DO.VE STREET; 63 FEET NORTHEAST OF THE CENTERLINE PROLONGATION OF THE STREET TO THE SOUTHEAST, 33.5 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE, SET IN THE TOP OF THE NORTHEAST CORNER OF A 4 BY 4.5 FOOT CONCRETI:: CATCH BASIN LEVEL WITH THE TOP OF CURB. AGENCY INDEX AGENCY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 400 CMG CENTER DRIVE SANTA ANA, CA 92702 FEDERAL AVIATION ADMIN/STATTON P.O. BOX 92007 WPC LOS ANGELES, CA. 90009 SOUTHERN CAUFORNIA EDISON 7333 BOLSA A\11:. WESTMINSTER, CA .•. 92683 SOUTHERN CAUFORNIA G4S COMPANY P.O. BOX 3334 - ANAHEIM, CA. 92803 PACIFIC BELL TELEPHONE 1452 EDINGER, RM. 1122 TUSTIN, CA 92680 ORANGE COUNTY SANfTATTON DISTRICT 10844 ELLIS A\11:. FOUNTAIN VALLEY, CA. 92708 MESA CONSOLIDATED WATER DISTRICT 1965 PLACENTIA AVE. COSTA MESA, CA 92627 /RV/NE RANCH WATER DISTRICT 15600 SAND CANYON !RV/NE, CA. 92718 METROPOLITAN WATER DISTRICT 1111 SUNSET BLVD. LOS ANGELES, CA. 90054 UNDERGROUND SERVICE ALERT CITY OF NEWPORT BEACH 3300 NEWPORT BL VD. JI. NEWPORT BEACH, CA. 92659 • '-····--· ... . ., . . ..... . .. - ABBREVIATTON OCEMA DAX MAGLALANG HECTOR BAEZA FM i TOM fWADELL SC£ . CHRIS CARTWRIGHT • SCG RON:REED PAC BELL .. -. DONNA SCAMINACI .. ocsD: CHARLES WINSOR I MCWD. RON BRILES, IRWD AL. HARRELL • MWD CHUCK POLING USA CNB MICHAEL S/NACORI ......... NUMBER (714) 834-3409 (714) 567-7800 (714) 557-5696 (714) 895-0246 {714} 634-3117 (714} 962-2411 • {714} 631-1291 {714) 453-5bl I (213) 250-6000 {800} 422-4133 . ' . (714) 644-3011 • 0.4 MILE U 748 RESET 1967 ADJ. ELEV. 1970.46.589 ABOUT 25 FEET WESTERLY OF THE CENTER LINE OF AIRPORT WAY SOUTH, ABOUT 200 FEET NORTHEAST OF THE MARTIN AVIATION FLIGHT CENTER, 162 FEET SOUTH OF THE AIRPORT BEACON TOWER, 15 FEET NORTH OF A FIRE HYDRANT, 8 FEET NORTH OF A LIGHT POLE NUMBER I, SET IN TOP OF THE SOUTHEAST CORNER j OF A CONCRETE SLAB AROUND A DROP INLET. NOTICE TO CONTRACTOR I. CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE PROJECT/CONSTRUCTION MANAGER ENGAGED BY THE COUNTY. TESTING LABORATORY SERVICES WILL BE FURNISHED BY AN INDEPENDENT CON- SULTANT ENGAGED BY THE PROJECT/CONSTRUCTION MANAGER TO TEST THE MATERIALS. THE CONTRACTOR SHALL CALL FOR TESTS WHEN HE BELIEVES. HE IS READY. THE CONTRACTOR SHALL GIVE THE COUNTY A MINIMUM OF 24 HOURS, NOTICE OF REQUEST FOR TESTING. TESTS WHICH FAIL, IN THE OPINION OF THE COUNTY, WILL BE RE-TESTED AND THE COST OF RE-TESTING WILL BE DEDUCTED FROM THE MONIES DUE THE CONTRACTOR. ENCROACHMENT PERMIT NO. AP :384.Z EMA APPROVED PLANS DO.NOT RELIEVE CONTRACTOR/DEVELOPER FROM ' RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE I AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN PUBLIC RIGHT OF WAY. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF RUNWAY IL-19R AS SHOWN ON THE RECORD OF SURVEY 87-1008, BOOK 117, PAGES 5-9 INCLUSIVE, RECORDS OF ORANGE COUNTY, CALIFORNIA BEING N 28' 48' OB"E ALL NEW CONSTRUCTION TO REFERENCE CONSTRUCTION CENTERLINE. PHASE 2 JW-17-86 ADJ. ELEV. 1970. 53.797 FROM CENTERLINE OF RUNWAY IL-19R, PROCEED ± 0.2 MILES SOUTHEASTERLY, TO SET CAP IN NORTHWESTERLY CORNER OF DROP INLET STRUCTURE; 74 FEET SOUTHEASTERLY OF SOUTHEASTERLY AIRPORT PERIMETER FENCE. 49 FEET FROM NORTHEASTERLY CORNER OF NEW AIRPORT MAINTENANCE BUILDING FLUSH ' WITH SURFACE OF DROP INLET STRUCTURE. OWNER AND REPRESENTATIVES OWNER: JOHN WAYNE AIRPORT COUNlY OF ORANGE 18601 AIRPORT WAY SANTA ANA, CALIFORNIA 92707 (714) 252-5283 COUNTY OF ORANGE E.M. A., REGULATION . . ' ' LOCATION MAP ~AN DIEGO FRWY. c::;-_ _y-----· I ' , ,;,· v ~v. I "Q I ~ / R AS OSTA_/,; A } /•" / ~ , I /; ' APPROVALS COUN.TY OF ORANGE ; E.M.A. TRAFFIC I . ENGINEERING-DIVISION IRVINE PROJECT LOCATION o 1000 aooo 5000 FEET '============ BY ~;c/4_ ! DATE & /9 If o ' EXP. DATE 7 /Se ff/ THIS PLAN IS SIGNED BY EMA/TED, FOR CONCEPT AND ADHERENCE TO COUNTY TRAFFIC SIGNAL, SIGNING AND STRIPING STANDARDS AND REQUIREMENTS ONLY. EMA/TED IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. IWA ENGINEERS L. 0. INCLEDON RCE 17593 DATE CITY OF NEWPORT APPROVEc\ ) , {, () (it, J;?o.(. (,( _vflL. •• CITY ENGINEER BEACH /i.-/2-, /2:c 'DATE LINSCOTT, LAW __ -__..~i'.t..c AN ENGINEERS ?tt,f _)/1,..L. i ACE 38061 t • -:l~,/t3 "MARK DIERCKS RCE 38061 I DATE " • CIJ.'y OF IRVINE APPROVE~3',- 1_943-: MC 4J{.£~ lciTY ENGINEER ff°..('>"-r C DATE ·•,, THIS PLAN IS SIGNED BY 0.C.E.M.A. REGULATION FOR CONCEPT AND ADHE-,//.; i 'i -.· REN CE TO COUNTY STANDARDS AND REQUIREMENTS ONLY. o.c.E.M-A. REGU--(.: /:\ ./, ~~,, ~· (,. J> { 5 C ~ LATION IS ~ESPONSIBLE FOr DESIGN, ASSUMPTIONS AND ACCURACY. • J. MITTERMEIER, AIRPORT' DIR .. APPROVED (ciiJ~>44,,,_!,n,.,/-~/17/10 APPROVED: ·'li'"-lS"-90 -\ ~.C.E. 1DATE --• L,). __ __i._--r......._ --------•oR•A•NaG■E nc1110111u11N1111·y•F•'R•E•Dr.;EP~Til. __________ _...,_, •• ~ __ Jl!lllr::.a~---- S. ALLEN AIRPORT ENGR. w (.'.) cc z <( a::: 0 LL 0 >-I-z --, ::, 0 0 ... E >, 0 ~ "' I <1" I I{) GI .. a - w I <I: t.!) 2 -z la.I C -~ la.I I-> \fl -('J w 0:: ..Q w C\.. :,: C I en 0 en () w N .J ::> 'I- I-Q,; I 0 I-:!!: ()J <(' "' .91 0 .. (.) ... u z i= a, l ~ l AJ?provals Plan No. '3SA 41f'00 Sheet T-1 Total Sheelo 41 7 I '"' . ' .. I / \ I I I f ' \. ..; ' •· ' ' I i I I f· I f I i i I I ' g ,JJ.f§fJ SHEET NO. T-1 G-1 G-2 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-12 C-13 · C-14. C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 C-25 · C-26 c-2q C-Jo C-31 C-32. C-33 l-:1 l-2. L-3· L-4 SHEET INDEX TITLE TITLE SHEET SHEET INDEX, ABBREVIATIONS AND SYMBOLS GENERAL. NOTES TYPICAL SECTIONS • ROADWAY PLAN AND PROFILE CAMPUS DRIVE -STA. 14+59;73 TO 19+32.22 CAMPUS DRIVE -STA. 49+26.'67. TO • 51 +oo. 00 CAMPUS DRIVE -STA. 51+00;00 TO 59+00.00 CAMPUS DRIVE -$TA. 59+00.00 TO 66+08.63 .CROSS SECTIONS CAMPUS DRIVE -STA. 15+00.00 TO 19+00.00 CAMPUS DRIVE -STA. 49+50.00 TO 53+00.00 . CAMPUS DRIVE -STA. 53+50.00 TO. 57+50.00. CAMPUS DRIVE -STA. 58+00.00 TO 63+50.00 CAMPUS DRIVE -STA. 64+00.00 TO 66+00.00 ' . I . STORM DRAIN . STORM DRAIN IMF'ROVEMENTS (CAMPUS DR. AT MACARTHUR BLVD.) . ; .-',, . ' • ' -,, ' ' • UTILITIES · . UTILITY COMPOSITE: CAMPUS FR .• STA. 11+00 TO 21+00 AND 41+00 TO 51+00 UTILITY COMPOSITE: CAMPUS DR. -STA. 51+00 TO 67+00 • • STREET LIGHTING PLAN .• DETAiLS AND •• COMMERCIAL. SITE GRADING/STRIPING LOCAL DEPRESSION AND DRAINAGE DETAILS SITE: AND PARKING LOT DETAILS COMMERCIAL SIT£ SURVEY CONTROL/STRIPING (CAMPUS STA. 51+00 TO 5.3+88) COMMERCIAL SITE GRADING (CAMPUS STA. 51+00 TO 53+88) • COMMERCIAL SITE SURVEY CONTROL/STRIPING (CAMPUS DR. AT MACARTHUR) COMMERCIAL SITE GRADING {CAMPUS DR. AT MACARTHUR BL VD.) EROSION CONTROL PLANS CAMPUS DR .. STA .. 11 +00 TO 21 +00 AND 41 +00 TO 51 +00 CAMPUS DR. STA. 51+00 TO 67+00 . COMMERCIAL SIT£ (CAMPUS STA. 51+00 TO 53+88) COMMERCIAL SITE (CAMPUS DR. AT MACARTHUR BLVD.) SIGNALIZATION AND STRIPING TRAFFIC. SIGNAL MOOIFICAT!Otif PLANS MODIFY SIGNAL AND LIGHTING • CAMPUS .DRIVE AT AIRPORT ENTRANC£ • MODIFY SIGNAL ~ND LIGHTING -CAMPUS DR. AT MACARTHUR BLVD. SIGNING AND STRIPING PLANS l'AMPUS DRIVE STA. 14+50 TO 19+35 CAMPUS DRIVE STA. 411-00 TO 691-00 STAGE 1 TRAFFIC CONTROL PLANS CAMPUS DRIVE AT BRISTOL ST. NORTH CAMPUS DRIVE STA. 41 +oo TO 69+00 STAGE 2. TRAFFIC CONTROL PLANS CAMPUS DRIVE AT BRISTOL ST. NORTH CAMPUS DRIVE STA. 41 1-00 TO 69+00 REPLACEMENT PARKING T.I.C. TENANT PARKING LOT •• . ._5-1.§J..!I/A. LiZATJ.<:iN /' C4LTP.'.t1t,f;;_j__ CAH A./5 DRtVG AT 81?/.!.,TOL STRGG-T ( NO!Z.T]/) • •. LANDSCAPING & IRRIGATION . . COMMEfftlAL SITE LANDSCAPING (AT. CAMPUS AND MACA!JTHUR) . COMMERCIAL SIT£ LANDSCAPING (CAMPUS. STA. 51 +00 .ro 53+88) COMMERCIAL SITE IRRIGATION ·(AT .. CAMPUS·AND MACARTHUR)• •... • COMMERCIAL S[TE IRRIGATION (CAMPUS STA. p1+00 TO 53+88) • ·~x--x-- 0 • SYMBOLS. •. CHAIN LJNK FENC£ EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING MANHOLE (STORM DRAIN OR SEWER) PROPOSED MANHOLE (STORM DRAIN OR SEWER) EXISTING POWER POLE EXISTING CURB LINE PROPOSED CURB UN£ ••• EXISTING RIGHT OF WAY OR PROPERTY LINE PROPOSED RIGHT OF WAY OR TEMPORARY CONS'TRUCT/ON EASEMENT EXISTING BUILDING OR SfRUCTURE ---------CENT£RUNE (PROPOSED .OR EXISTING) CONCRETE £)(!ST/NG SEWER LIN£ EXISTING WATER UN£ EXISTING STORM DRAIN PROPOSED STORM DRAIN EXISTING GAS LINE , • i' I SPECIAL SYMBOLS.· CONTINUED EXISTING TELEPHONE LJNE EXISTING EU:CTRIC UN£ ----_ill~-· ---... -. .Lil...... EX!S71NG EDGE OF PAVEMENT OR SAWCUT LJNE PROPOSED EDGE OF' PAVEMENT ...... •••· -· • PROPERTY LINE OR LEASE LINE (o I © ,.,•,•-"" s,.,.~•~--•••~"•-•-~••-• ••~••"·" ··-• ' ••••~"'""-••'·' ••• ,~ • .-.,,,.,~ .• ~.,-•••• "'" ,~w •· • ¼,~~--~• "I □ =:BJ 6. y □ m- o -.- ~ t I Fl IZJ/ CJ A ~- § I ~ I AB I 1 cc 1 [RR] I RS I EXISTING VALVE EXISTING STORM DRAIN INLET OR CATCH BASIN PROPOSED STORM DRAIN INLET OR CATCH BASIN EXISTING ffiEE OR SHRUB PROPOSED RETAINING WALL OR BLOCK WALL EXISTING RETAINING WALL OR BLOCK WALL ROADSIDE. SIGN EXISTING STREET LIGHT PROPOSED STREET LIGHT EXISTING PULL BOX OR HANDHOL£ EXISTING MITER EXISTING VAULT EXIS71NG JUNCTION STRUCTuRE PROPOSED JUNCTION smuaTURE OR MANHOLE HANDICAP ACCESS RAMP 6" PVC lEST WELL EXISTING DRAIN OUTLET EXISTING COMMERCIAL SIGN SLOPE > SIGNAL CONTROL Sox PEDESTRIAN SIGNAL PEDESTRMN PUSH BUTTON POST PEDESTRIAN BARRICADE TRAFFIC SIGNAL FACE, 3-SECTION: 8-INCH RED, YELLOW, AND GREEN SECTIONS TRAFFIC SIGNAL FACE WffH BACK PLAT£ TRAFFIC SIGNAL FACE WITH t 2~INCH RED, l'FLLOW. AND GREEN LEFT ARROW SECTIONS TRAFFIC SIGNAL FACE (5-SECTION) WITH 12-INCH l'FUOW AND GREEN RIGHT ARROWS ANO 8-INCH RED, YELLOW, AND GREEN SECTIONS TYPE 1 STANDARD ANO ATTACHED SIGNALS STANDARD WITH SIGNAL MAST.ARM ONLY AND ATTACHED SIGNALS STANDARD WITH LUM/NA/RE ANO SIGNAL MAST ARMS AND ATTACHED SIGNALS CONTROll.EfT.. CABINET DOOR INDICATES FRONT OF CAB/Nf.T JWA MONUMENT SIGN MONfrtfRING WELL SERVICE ENCLOSURE, DOOR INDICATES FRONT OF, ENCLOSURE ILLLUMINATED SIGN-TWO POST ' ILLUMINATED SIGN-MOUNTED ON STRUCTURE PULL BOX-NO. 5 UNLESS OTHERWISE INDICATED TRAFFlC SIGNAL CONDUIT ABANDON. IF APPLIED TO CONDUrr, REMOVE CONDUCTOR CONNECT NEW AND EXISTING CONDUIT. .REMO\/£ EXISTNG CONDUCTORS AND INSTALL OCNDUCTORS AS INDICATED REMOVE AND RE-USE EQUIPMENT REM/JV£ AND S4LVAGE EQUIPMENT 1 1/2"C,2/10,15/l4,2CLC,.. CONDUIT AND CONDUCTOR ID£NTIACATION '< ... ; "-~---NUMBER ANO SIZE OF CONDUCTORS AND CABLES .-·· .,· SIZE OF CONDUIT IN INCHES • #1 , /2, /3, etc. TRAFFIC PHASE IDENTIFICATION FOR SIGNAL FACES, DETECTOR AND PHASE DIAGRAMS PROJECT NOTE NUMBERS EQUIPMENT DESCRIPTION, INSTALLATION CONDUTT RUN NUMBERS SIGNAL AND UGHTING STANDARD (IYPICAL) WIND VELOCITY = 70 MPH CASE 3 ARM LOADING STANDARD TYPE . • • ABBREVIATIONS A AB AC AP APWA BC BCR BLOG BLK BLVD. BOC BOP BW CATV CB CF CL C&G CLR CNB CMP co COi CONC CONST CR CY DIA DR DWY DWG E £4 EC EL,EL£V ELEC EP EQ £CR EX, EXIST Fl FH FG FS FT FWY GB GM. GV HP HWY IN INT !NV /NV EL IP IRRIG JS JWA L lF LG LS LT MAX MH MIN MISC N N'LY NO NTS oc OGEMA 00 PB PC ;, PCC Pl PL POC pp PRC PROP PVC ~~ QTY R RCB RCP RT R/W s SCH so SF SHT S'LY SQ ST STA STD. SWR TC TEL TF . TG THK TOP 7W 1YP vc VCP VERT w W/ W'.LY WM WTR W/0 WV AREA AGGREGATE BASE ASPHALT!C CONCRETE ANGLE POINT AMERICAN PUBLIC WORKS ASSOC/A TION BEGIN CURVE BEGIN CURB RETURN BUILDING BLOCK BOULEVARD BACK OF CURB BOTTOM OF PIPE BACK OF WALK. · CABLE TELEVISION CATCH BASIN CURB FACE CENTERLINE CURB AND GUTTER CLEAR OR CLEARANCE CITY OF NEWPORT BEACH CORRUGATED METAL PIPE CLEANOUT ' CITY OF /RV/NE CONCRETE CONSTRUCT OR CONSTRUCTION CURB RETURN CUBIC YARDS DIAMETER DRIVE• ORMWAY DRAWING EAST OR ELECTRIC EACH END OF CURB El£VAnON ELECTRICAL. EDGE OF PAVEMENT EQUAL END OF CURB RETURN EXISTING FLOW LIN£. RR£ HYDRANT AN/SHED GRAD£ FINISHED SURFACE FEET OR FOOT FREEWAY GRAD£ BREAK GAS METER GATE VALVE OR GAS VALVE HIGH POINT HIGHWAY INCH INTERSECllON INVERT INVERT ELEVAnON IRON PIPE IRRIGA170N JUNCTION STRUCTURE JOHN WAl'NE AIRPORT LENGTH LINEAL FOOT LIP OF GUTTER LUMP SUM LEFT OR LIGHT MAXIMUM MANHOLE MINIMUM MISCELLANEOUS NORTH NORTHERLY NUMBER NOT TO SCALE ON CURB ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY OUTSIDE DIAMETER PULL BOX PO/Nt OF CURVATURE PORTLAND CEMENT CONCRETE POINT OF COMPOUND CURVE POINT OF INTERSECT/ON PROPERTY LINE POINT ON CURVE POWER POLE POINT OF REVERSE CURVE PROPOSED • POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT QUANTITY RADIUS OR RATE OF GRADE REINFORCED CONCRETE BOX REINFORCED CONCRETE PIP£ RIGHT RIGHT OF WAY SOUTH, SLOPE, SEWER SCHEDULE STORM DRAIN SQUARE FEET SHEET SOUTHERLY SQUARE STREET STATION STANDARD SEWER TOP OF CURB TELEPHONE TOP OF FOOTING TOP OF GRAT£ TH/CK TOP OF PIPE TOP OF WALL TYPICAL VERTICAL . CURVE VITRIRED CLAY PIPE. VERTICAL WEST WITH WESTERLY WA7FR METER WA7FR WITH our WATER VALVE ' \ J.N: 155..:.21 05/09/90 14: 16: 2f ' ' w (.!) z <( 0:: 0 LI... 0 >-1-z :::> 0 u.· \,:; ·-' . '.' l • 1, l ' i \) ' '9 0 "' 0 ~ rn ... "' P:::i ti.~ µ'.! s&i ·-IJ\ µ;;':I "' ~ 3: ~ 1-~ ., ~ o; r: ,I\' µ;;':I ~ ~ rl • I..) <~ al§ r ~ g: 0 C ..... "' ~ Nl "" (f) z 0 f-C) <( z --> z w w (f) 0 Q'.'.'. :__J -co 0 ~ co co w <( ~ > )-n:: A (f) 0 X w {J) 0 0 :::i z z Q_; <( ~ ( <( f-. ) u I w i w I (f) Plan. No. .. . ,, . 'GSA 41000-1790 G-1 :,,.. m m -0 a ~--... '. II) C ·o ·-II) > I!) Ct: • E >-(/) 0 Ol ~ ~ " li) . . Cl) -0. 0 ~ ~ .. -0 ' .--.:,e .c u z y .. i:: ~ Cl ... 0 z y .. C: Ol ·-II) (I) • C, '· i. -·" ' \ OGEMA GENERAL NOTES & 1. THIS NOTE HEREIN INCORPORATES, BY REFERENCE, THOSE GENERAL NOTES NUMBERED 1 f THROUGH 17 OF OGEMA STANDARD PLAN 1801, 1991 ED/770N. • 2. THE DEVELOPER/CONTRACTOR SHALL HA VE A COPY OF THE CURRENT OCEMA STANDARD PLANS ONE THE CONSTRUCT/ON SITE AT ALL 77MES. 3. THE DEVELOPER SHALL TELEPHONE_ EMA/PUBLIC WORKS/CONSTRUCTION AT 557-7800 AT LEAST 24-HOURS PRIOR TO STARTING CONSTRUCT/ON WORK SUBJECT TO EMA/PUBLIC WORKS' INSPECT/ON. 4. EMA ENCROACHMENT PERMIT REQUIRED. EMA APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL 8£ AVAILABLE ON 77-1£ JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT OF WAY. • 5. ALL CONCRETE CURB AND GUTTER FLOW LINES WITH LESS THAN 1% GRADE SHALL BE WATER TESTED PRIOR TO FINAL FINISHING· TO INSURE PROPER DRAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW SPOTS. . 6. ALL U77l/TY TRENCH BACKFILL AND COMPACTION INSPEC770N OUTSIDE fHE LIMITS OF DEDICATED STREET RIGHT OF WAY SHALL BE PERFORMED BY OCEMA REGULA770N. 7, ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW CUT TO 7HE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE W/71-1 THE APPLICABLE PROVISIONS OR OCEMA STANDARD PLANS. 8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST-FREE AND • SANITARY CONDITION AT ALL TIMES AND TO THE SA1/SFAC710N OF COUNTY'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS-AFFECTED BY HIS CONS7RUCTION. METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. NO STOCKPILING OF BUILDING MATERIALS WI_T/-1/N THE COUNTY RIGHT OF WAY WITHOUT THE PERMISSION OF COUNTY'S INSPECTOR. 9. PRIOR TO FINAL ACCEPTANCE OF STREET IMRPOVEMEf.JTS. ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF 7HE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEE"llNG THE APPROVAL OF THE DIRECTOR OF PUBIC WORKS. All STRIPING AND STENCILING SHALL .. BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 17. 10. TRAFFIC .SHALL BE MAINTAINED AT ALL TIMES AND SHALL 8£ PROT£CTED W/77-1 ADEQUA T£ BARRICADES, LIGHTS, SIGNS AND WARING DEVICES AS PER THE CURRENT STA TE OF CALIFORNIA, DEPARTMENT OF TRANSPORTA 770N. MANUAL OF TRAFFIC CONTROLS AND TO THE DIRECTIONS OF THE COUNTYS INSPECTOR. 11. OCEMA STANDARD PLANS SHALL TAKE PRECEDENCE OVER ANY CONFLJCTS EXCEPT FOR STANDARD PLANS AFFEC17NG UTILITY COMPANIES, OR WHEN IN JURISDICTION OF ANOTHER GOVERNING AGENCY. • 12. ANY NEW UTILITIES UNDER PA \-FD AREAS OF PR/VA TE _STREETS SHALL HA 1/£ A MINIMUM OF 30R COVER AND DEVELOPER SHALL PROVIDE PR/VAT£ LABORATORY COMPACTION CERT/FICA TION FOR ALL UNDERGROUND U77LIT/ES PRIOR TO ANY PA !ANG. DEVELOPER SHALL SET UP A MEETING wrm THE INSPECTOR AND THE PR/VA TE LABORATORY PRIOR TO ANY T£S1/NG. LOCA T/ON OF EXIS77NG UNDERGROUND U77L/TIES SHALL BE VERIFIED BY THE CONTRACTOR. AGENCY OR CONTRACTOR RELOCATING EXIS77NG UTIL/77ES SHALL BE RESPONSIBLE FOR RECONNECT/ON. 13. A.C. PAVEMENT PLACED UNDER CARPORTS/ROOFS SHALL 8£ SLURRY SEAL£D IN ACCORDANC£ WITH SECTION 302-4 •EMULSION -AGGREGATE SLURRY" OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 EDIT/OV, BEFORE FINAL ACCEPTANCE. 14. NO CONCENTRA T£D FLOWS ACROSS ASPHA/I PAVEMENT WITHOUT COUNTY INSPECTOR'S APPROVAL £ • CITY OF NEWPORT BEACH GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUC770N STANDARDS AND THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION 1988 EDITION AND SUPPLEMENTS. 2. STA TION!NG REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILl77ES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR I/ER/FY/NG THE ACTUAL LOCA 710N AND ELEVATION IN TH£ FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE 'NEW FACIL/77ES. 4, CURB DA TA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRAD£, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALK$. 6. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEWA l'S. 7. PA l/EMENT S£CnONS SHOWN ARE MINIMUM AND SUBJECT TO REVISIONS AND APPROVAL • OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLEnON or ROUGH GRADING. 8. SEWER MANHOLES SHALL BE I.EFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 9. STA 110NS SHOWN THUS 0+00 ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF AI.L OTHERS STATIONS. 10. SEWER, WATER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN 71-/E EST/MA TED QUANTITIES Af?E HORIZONTAL DISTANCES. 11. THE CONTRACTOR SHALL NOTIFY TH£ PUBLIC WORKS INSPECTOR AT 644-.3311 AFTER PLACEMENT OF FORMS AND PRIOR· TO PLACING ANY CONCRETE FOR CURB AND GUTTER SO THAT Tl-IE FORM. LOCATION CAN BE CHECKED TO ASSURE ITS COMPA 71BILITY WITH EXISTING CONSTRUCTION.· 12. THE WALLS AND FACES OF ALL EXCAVA 770NS GREATER n-lAN '{5) FEET IN DEPTH SHALL BE EFFEC77VEL Y GUARDED BY A SHORING SYSTEM: SLOPING OF 7HE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCA VA 770NS ~ss THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAM/NATION IND/CA TES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVA T/ON OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL/OSHA. 14. ALL STORM DRAIN, SE:WER AND WATER PIPE SHALL BE BEDDED PER .CITY OF NEWPORT BEACH sm. 106-L. 15. P. V.C. SEVER MAY BE USED IN LIEU OF V.C.P. THE P. 11.C. PIPE MUST BE MANUFACTURED PER A.S. T.M. 03034 SDR35. ALL FlmNGS SHALL BE PREFABR/CA TED FULL-BODY FITTINGS. THE P. V.C. SEWER PIPE BEDDING SHALL BE. 3/4• .CRUSHED ROCK FROM 4• BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLIDATED BY JETTING PRIOR TO COMPL£110N TO TRENCH BACKFILL. 16. THE CONTRACTORS SHALL REQUEST.INSPECT/ON FROM PUBLIC WORKS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. (644-3311). 17. ALL DUCTILE IRON PIPE SHALL HA VE A 8 Mil LOOS£ POLYETHYLENE ENCASEMENT AS PER SEC770N 207-9.6.2. OF THE STANDARD SPEC/RCA TIONS. 18. THRUST BLOCKS SHAU BE INSTALLED ON ALL WATER MAINS IN ACCORDANCE W/7H CITY OF NEWPORT BEACH sm.:..510-L 19. THE WATER MAINS SHALL HAVE A MINIMUM OF JO" OF COVER FROM SUBGRAD£; 20. ALL CONCRETE SHALL BE 560-C-3250. 21. SLOPE ANCHORS SHALL 8£ PROVIDED ON ALL· LINES IN ACCORDANCE Willi DRAWING NO. STANDARD 314-l. 22. A.C.P. WITH A D-LOAD ONE: AND ON£ HALF GREATER THAN REQUIRED FOR R.C.P. MAY , BE USED FOR STORM DRAINS. 23. ALL A.C.P. WATER MAINS AND LATERALS SHALL BE CLASS 200. ' i CITY OF NEWPORT BEACH GRADING NOTES i . • ' 1. ALL WORK SHALL CONFORM ro CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OR THE PERM/7: • 2. DUST SHALL BE CONTROLLED BY WA TER!NG AND/OR DUST PALL/A 771/E. ·, 3. SANITARY FACIU11ES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD.· 4. WORK HOURS ARE LIMITED FROM 7: 00 AM TO 6: 30 PM MONDAY THROUGH FRIDA )'Z 8: 00 PM TO 6:00 PM SATURDAYS; AND 10:00 AM TO 6:00 PM SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. • • • 5. NOISE. EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. mE STAMPED ~ET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERM/TT££ AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. •• 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING T/1£ GRADING OPERATION. . 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH TH£ UNIFORM PLUMBING COD£ AND APPROVED BY TH£ BUILDING omCIAL 10. HAUL ROUT£S FOR IMPORT OR EXPORT OF MATERIALS SHALL 8£ APPROVED BY 77-IE CITY TRAFRC ENGINEER AND PROCEDURES SHAU CONFORM WITH CHAPTER 15 OF 7HE NBMC. 11. POSITIVE DRAINAGE SHAU BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12, FAILURE TO REQUEST INSPECTIONS AND/OR HA VE REMOVABLE EROSION CONTROL DEVICES ON-SIT£ AT THE APPROP/A T£ TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SIT£ CLEAN-UP DEPOSIT. 13. ALL PLASTIC DRAINAGE: PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM 01527. AS™ 3034, OR ASTM 01785. EROSION CONTROL NOTES 1. T£MPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEi/iCES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY. 15, EROSION CONTROL MEASURES SHALL 8E IN PLACE AT THE END OF EACH WORKING DAY WHtNEVER THE FIIIE-DAY PROBABILITY OF RAIN EXCEEDS JO PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL 8£ IN PLACE AT THE £ND OF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND CERT/FICA TE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. 5. TEMPORARY D£SIL77NG BASINS, WHEN REQUIRED, SHALL 8£ INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. • REQUIRED INSPECTIONS 1. A PRE-GRADE MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN C/\IIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS "1LL BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEE77NG SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARA 770N FOR THE PAVING. Win-I THE FOLLOWING PEOPLE PRESENT: O'MVER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTA 771/ES. REQUIRED FIELD INSPEC710NS WILL BE oun.lNED AT THE MEE11NG. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELA TIVI': COMPAC110N OUT TO FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VER77CAL HEIGHT<AND OF sumclENT QUANTITY TO ATTEST TO 71-/E OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL \/EGETA TION AND DE]3RIS, SCARIFIED AND APPROVED BY THE SOILS',ENGINEER PRIOR TO THE PLACING OF FILL. 5, FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXIS77NG FILLS SHALL BE APPROVED BY 77-1£ SOILS ENGINEER OR REMOVED BEFORE ANY ADDl770NAL FILLS ARE ADD£D. 7. ANY EXIS71NG /RR/GA TION UNES AND CISTERNS SHALL BE .REMOVED, OR CRUSHED IN PLACE AND BACKFILLED, AND APPROVED BY 77-IE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DET£RMINE THE PRESENCE OF, OR POSS/BL/TY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCA710N OF THE SUBDRAINS SHALL BE SURVEYED ·IN Tl-IE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO 'A MINIMUM OF 90 PERCENT RELA TTVE COMPAC770N, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED 01/ER UNTESTED BACKFILLS TO FACILITATE TESTING 11. n-lE STOCKPILING OF EXCESS MA TER!AL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF TH£ NBMC. 13. ALL CUT SLOPES GREATER THAN 5 FEET SHALL BE INVEST/GA T£D BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVA 1/0N DISCLOSE ANY GEOLOGICAL HAZARDS, 7HE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR'APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULA 710NS FROM 77-!E CITY GRADING ENGINEER PRIOR TO CONSTRUC110N. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCJTON OF ALL BUTTRESS FILLS AND ATTEST .TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. . .. . 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULT£D AND WILL READILY TRANSMIT WA7ER. IF CONSIDERED NECESSARY BY THE,tNGINEERING GEOLOGIST AND SOILS £NG/NEER, A COMPAC770N ALL BLANKET WILL BE PLACED. . • 17. .THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. N077FICATION OF; NONCOMPLIANCE: IF IN 77-1£: COURSE OF FULF1LUNG THEIR RESPONSBIUTY, TH£ CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH 7HE APPROVED GRADING PLANS, THE DISCREPENCIES SHALL BE REPORTED IMMEDIATELY IN WR!l/NG TO THE PERSON IN CHARGE OF THE GRADING WORK 'AND TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORREC77VE MEASURES, IF N£CESSARY. SHALL BE SUBMITTED TO THE CITY G.RADING ENGINEER FOR APPROVAL. . . . ' ' . ' CITY OF NEWPORT BEACH CONTINUED DOCUMENTATION ' ' 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVA 770NS. AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS PATTERNS AND LOCATIONS, AND ELEVA77DNS OF ALL SURFACE AND SUB-SURFACE DRAINAGE FACILITIES. HE SHALL PROViDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STA TE THE NUMBER. OF YARDS OF CUT AND/OR FILL MOIIED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED_ BY THE SOILS ENGINEER, INCLUDING LOCA 770NS AND ELEVATION OF • FIELD DENSITY TESTS, SUMMARIES OF FIEW AND LABORATORY RESULTS AND OTHER SUBSTAN71AL DA TA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND 7HEIR EFFECT OR THE RECOMMENDATIONS MADE IN 77-IE SOILS ENGINEERING INVEST/GA 770N REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO TH£ ADEQUANCY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE 'MTH THE NBMC. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE £NG/NEERING GEOLOGIST, INCLUDING A FINAL DESCRIP770N OF THE GEOLOGY OF _THE SITE. INCLUDING ANY NEW INFORMA 770N DISCLOSED DURING 71-IE GRADING. AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF 77-IE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FAC7VRS. CITY OF /RV/NE GENERAL NOTES · 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIF/CATIONS (STANDARD, SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION), CITY OF /RV/NE STANDARD DRAWINGS, CITY OF /RV/NE STiNDARD SPECIFICATIONS, AND THE CURRENT ORANGE COUNTY MANUAL OF WARNING SIGNS. LIGHTS, AND DEVICES FOR USE IN WORK UPON HIGH WA Ys; EACH OF THE MOST RECENT DA TE. • 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF /RV'NE,r,11 T LEAS_ T TWO WORKING DAYS (48 HOURS) PRIOR TO STAR77NG CONSTRUCTION, (714} 724-7502 I!:!,, • •• 3. ALL UNDERGROUND FACIL/77ES SHAU BE INSTALLED PRIOR TO SURFACING OF STREETS, THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXIS17NG ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF /RV/NE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY ro ARRANGE FOR AND COORDINATE THE RELOCA170N OF ANY EXIS71NG UTILITIES DEEMED NECESSARY BY 71-/E PROPOSED IMPROVEMENT. • 6. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXIS77NG IMPROVEMENTS, TH£ CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH 77-fE CITY OF/RV/NE STANDARD DRAWINGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP lHE CURB WITH AN •s• ABOVE 7HE NEW LATERAL. INDIIADUAL SEWER AND WATER SERVICES SHALL NOT BE LOCATED UNDER A DRI\IEWA Y. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP THE CURB ON EACH SIDE. OF THE STREET VATH THE APPROPIA T£ LETTER, "E' FOR EDISON, "T" FOR TELEPHONE, ETC., WHEREEVER UNDERGROUND FAC/Lll/ES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND U11L/77ES THE LOCATION OF ALL UNDERGROUND FACILITTES (ELECTRICAL, TELEPHONE, CABLE T\I, GAS, ETC.) SHALL BE ADDED TO IMPROVEMENT PLANS. 10. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM. DRAIN PIPE MANHOLES. SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRET£ WfT/-1 7 SACK TYPE II CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULPHATE CONT£NT TESTS AS APPROVED BY THE CITY OF !RIAN£ 11. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO CONSTRUCTION OF UNDERGROUND FACIL77ES. 12. THE FOLLOWING SIGN SHALL° BE POSTED AT All STREET INTERSECTIONS AND TRACT ENTRANCES: ,,MAINTENANCE OF THIS STREET AND RIGHT-OF-WAY ARE DEVELOPER RESPONSIBILITY.· / ~ DEVELOPER: NA HONE: NJl L1=!:. I THE SIGNS SHALL HA VE 3• _HIGH (MINIMUM) LETTERING AND MUST BE INSTALLED PRIOR TO ANY • OCCUPANCY. DEVELOPER SHALL REMOVE SIGNS AT THE, 77M£ OF CITY ACCEPTANCE OF STREET IMPROVEMENTS. • 13. STREET CONSTRUC110N AND 1MPROVEMENT SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY THE CITY COUNCIL, UNLESS A PROPERLY EXECUTED AGREEMENT AND INDEMNICA 170N IS APPROVED BY THE CITY ATTORNEY AND MANAGER OF INSP£C770N SERVICES. 14. ALL. GRADING ON PR/VA TE PROPERTY WllHIN THE CITY OF /RV/NE SHALL CONFORM TO THE CURRENT CITY OF /RV/NE GRADING ORDINANCE AND GRADING MANUAL. • ·' STORM DRAIN NOTES 1. STATIONS SHOWN THUS 0+00 ARE STORM DRAIN STA 770NS, AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. 2. ALL OORK SHALL CONFORM TO THE STANDARD SPECIF/CA 770NS FOR PUBLIC WORKS CONSTRUCITON, CITY OF /RV/NE STANDARD DRAWINGS, CITY OF IR\1/NE STANDARD SPECIF/CA 770NS OR THE STA TE OF CALIFORNIA. . ~ ALL TRENCH EXCA VA 710NS SHALL CONFORM TO STA TE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. 4. All PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY OF /RV/NE; STANDARD PLAN NO. 318 UNLESS OTHERWISE SHOWN, ; 5. THE CITY OF /RV/NE INSPECTTON DEPARTMENT SHALL BE NOl/FIED AT LEAST TWO WORKING DA l'S (48 HOURS) PRIOR TO THE START OF WORK AT 660-3676. A PRE-CONSTRUC710N CONFERENCE IS REQUIRED PRIOR_ TO START OF CONSTRUCTION. 5. R.C.P. SHALL CONFORM TO APPLICABLE A.S. T.M .. STANDARDS, 7. SUBSTITUTION OF A.C.P. FOR R.C.P. MUST HAVE PRIOR APPROVAL 'BY CITY ENGINEER. 8. ALL FILL MA TE:RIAL SHALL BE COMPACTED TO 90% RELA 77VE COMPACTION AS DETERMINED BY CALIFORNIA T£ST METHOD 216F. 9. ALL MATERIALS TESTING FOR THE DRAINAGE FAC/LllES SHALL BE PROVIDED BY THE CONTT?ACTOR OR DEVELOPER IN ACCORDANCE WIT/1 mE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY mE CITY INSPECTOR. J.N. 166--21 05/10/90 ' ' [fl ~ .. C), z (/) w w 0 I- :s: 0 z w > _J O:'.'. <( 0 0:::: (/) w :::) z Q_ w ~ (,.'.)· <:( u Aperovals '<I' «- \ii " >-CD (!) -0 C , E >-VI ,. il) -.o 0 z ~ u C ~ e C sfact-9ry To: 2/lt. • ... Plan No~ GSA 41000-,1790 Sheet ' of· 41 \ fi. /,,./ ' • !. I L I I r ! ' i. ' I t • I ,_ I • I • • r - & 5&4 4 -fir j &ft .... t .. . ) \ i J ¥ i !iii i £i,Ji%£44J , i 2 44-,?/Z#W, I Z.-%\i b!l!Ld!~"l!L .. Jll£1:.:i% 6"'JL!!!!llib'!£:"'A ---z,_~.-""--'·£-·'!'fr .,. -,*ll\it.,.,,f~.,, ·•---J'!f?. -•-§'tc::CL""'"'"~:,,i':'Iilc,,;~,gfr:;:lz_t{,§.:.'tic '-"Wz.c',3;!\.~.d!.::t!::':?J!f;~;.'l'M.?<~i"'.:l,cc:s1f.§t., .. :;;:;;;;1;;:1',•2:;,:.d\-_,,',.:.c,,,;;el-;:L:.i:} -•• ,·J .. :i-, '•~.::p ·• ~:c,;;.~.,\ .. !L .. ~!:':ct:.::•.,.:,::.L:=~,:;,2c:,=: • ""·•,0:;=:=:.:.::.=.;:;;.;;;:;;«;;"-=s,.;;zC'.:..";;· ·.l,ki;~~;•.< • ,___ c,>,,,.-, ... ~-<±.•: ---'-<--~:..;;,;..:.:~--- 50+81.90 TO 51 CAMPUS DR. STA. 50+82.00 TO STA. 54+50.25 R/W I I ~fJl-"-'-''-1 lS VARIES 13.5'-2' 51 +30.00 TO 54+91.25 I ' EX. AC DIKES I AND SLAB (PHASE I IMPROVEMENTS)------,,......~:- VARIES 63'-49' 51" RCP I VARIES 28'-30' TEL.&GAS VARIES 10'-14' ~CL 1/JJ r® CAMPUS DR, EX. R/W SAWCUT & JOIN 27' GAS VARIES 39'-59' VARIESB'-27'--lff&";l--..;.. I'--VARIES 7.5'-2' VARIES 38'-0' SWR. , 37' TEL j WTR. VARIES FROM 43 LT. TO 25 RT. OF CL. ~ CL CAMPUS DR. COMMERCIAL IMPROVEMENTS SEE SHEETS C-17 THROUGH C-20 PROP. R/W ----SLOPE AX, VARIES @ 2% JYP. COMMERCIAi,. IMPROVEMENTS SEE SHEET C-3 CONSTRUCTION NOTES CD----TO BE REMOVED (l1EM AS INDICATED) @ _ CONST. 8" CURB ONLY PER OCEMA SID, PLAN 104-0·-0C, Al-8. 0-----CONST. 8" CURB AND GUTTER PER OCEMA SID. PLAN 104-0-0C, A2-8. @e----CONST. 4" THICK P.C.C. SIDEWALK PER OGEMA STD. PLAN 1205. (f_D--coNST. 6" AC. OVER 22.5" AGGREGATE BASE OR 15" AC. DEEP LIFT AT • THE CONTRACTOR'S OPTION. @1---PROTECT IN PLACE (ITEM AS INDICATED) @}-CONST. 7• AC OVER 25" AGGREGATE BASE OR 1s· AC. DEEP LIFT AT -THE CONTRACTOR'S OPTION. @---REMOVE ALL CONSTRUCTION DEBRIS WITHIN NEW 0MEDIAN AND PLACE FILL, SUITABLE FOR LANDSCAPING, 1" BELOW TOP OF CURB., @-,-PRO\llDE 2.0 MIL SHEETING PER DET. 71. ON SHEET C-1. SHEETING SHALL EXTEND FROM STA. 14+60.01 TO STA. 18+85.00 EAST SIDE ONLY. SECURE PLASTIC SHEETING TO PREVENT SAGGING DURING BACKFILLING. @------CONST. MEDIAN UNDERGROUND DRAIN PER OGEMA STD. PLAN 1114 ALT. II AND AS -MODIFIED PER DETAIL 72 HEREON. @1----coNST. STAMPED CONC. BETWEEN CURBS. PROP. R/W VARIES 59' -52' t----CL CAMPUS DR. EX. R/W 52' ' ---------==--------I EX.~ R/W . SAWCUT & JOIN , PROP.R/W ~ : l I -VARIES • R/W EX. AC DIKES(/ AND SLAB '/J) 1 r® SAWCUT & JOIN EX. IR/W l PROP. R/W 3: 1 MAX. ~<!i:f V~lts \ - ~-VARIES 46' SIGNAL CONDUIT CAMPUS DR. STA. 49+26.67 TO 50+82 SAWCUT & JOIN . , ·"" (PHASE I IMPROVEMENTS)---L,,,....-- 2' MIN.-! ~ VARIES 66' -63' I 20' 11 I 51" RCP 1-1 25' TEL • 28' TEL & GAS 16+50.00 TO 18+85.00 R/W I EX. AC DIKE rt (PHASE I .. IMPROVEMENTS) ' CAMPUS DR. STA. 16+50.00 TO 19+32.22 80' VARIES 2'-11' VARIES 18'-12' R/W (PHASE I .... IMPROVEMENTS) ' CAMPUS DR. STA. 14+60.00TO 16+50.00 80' 4:1 MAX. 2' BENCH @ 2% TYP. 10 33'-39 CAMPUS DR. i---VARIES 7'-2' 32' GAS 36' ELEC. 40'-44' SWR. 48' WTR. ST A. 56+ 14 TD 58+85 50' TEL STA, 64+15 TO END VARIES 15'-2' VARIES 4'-9'--til~jr,:;:;- f 8' I STA. 61+60.53 BCR RT. TO 50' TEL VARIES 59,_44, STA. 66+08.63 RT. ,;,_.,.::_-_-_-_-_-_-_>_.:.cVTAAjRjlE~S=--!=-5i1_1':_-=3_4il4r~----_-_-_-_-_-J---~-~~:!_i:~~:__ ____ ,LJ I'--VARIES 12'-5' r---1 AND STA. 62+08.18 LT. TO 65+23.73 LT. , 38' SWR. , 43' WTR,, TEL. I 1--CL. CAMPUS DR. COMMERCIAL IMPROVEMENTS I EX. SEE DETAIL 4, SHEET C-16 R/W I 11 I PROP. R/W R/W 11 , s-:won l - 4:1 MAX. 2' BENCH @ 2% TYP. 27' GAS VARIES 41'-32' VARIES 9'-2' CAMPUS DR. (PHASE I IM?ROVEMENTS) STA. 56+ 14.15 TO 59+39.86 BCR j,.. •----'·3=s_· s=WR-"--"--'---i, I .I 1 , 43' WTR., TEL __ i----CL CAMPUS DR. 27' GAS EX. R/W 1 VARIES 43'-41' ;.....,.__j VARIES 2'-11' : l_V~RIES COMMERCIAL IMPROVEMENTS SEE DETAIL 4, SHEET C-16 VARIES '--4: 1 MAX. . 2' BENCH @ 2% TYP. CAMPUS DR. ' R/W 75 VARIABLE WIDTH MEDIAN STA. 5501.23 TO STA. 56+12.15 0oR~ I 18 SAWCUT &-JOIN- • i , '• (PHASE I IM,PROVEMENTS)----.,.,_..- 2' MIN- 12' SWR. 38' SWR. STA. 54+90.25 TO STA. 56+14.15 ,7 CURB FACE VARIES FROM 13' RT. OF CL_/ 43' \'/TR., TEL TO 5' LT. OF CL , SAWCUT &: JOIN- •• sty,,: 1t~111e-s 27' GAS 34' ELEC. STA. 56+14 TO 58+85 36' TEL. STA. 58+14 TO 58+00 59' i----CL CAMPUS DR. PROP. R/W l r~¼ . ' . ! .. ! .. -VARIES --•' . i 27' 8' ' r SLOPE VARIES EX-r . 40' , R/W ,____,_ _______ / PROP. R/W~ 34' SWR. VARIES O' -36' TEL ' ' ' ! VAR.!~ s-2.oon-, I MEDIAN v.lDTH VARIES TERRA COTTA COLORED. STAMPED PCC / !RUNNING BONOJ. (MATC~_/cXISTJNC,) t-PHASE 1 IMPROVEMENTS ' -_::..._,,..,. TIPE 111-8 CURB ; ! ------7 l r AC PVMT. _____ --1----l I I l I . , 2.0 MIL PLAS11C SHEEllNG ~...i STA, 14+60.01 TO 18+85.00 S\JBGRAflE I MEDIAN/ PLASTIC SHEETING-DETAIL N.T.S COMMERCIAL IMPROVEMENTS BY OTHERS VARIES I0'-13' TERRA COTTA COLORED,~. STAMPED PCC IRUNNING BONDI. lMA•GH o,snt-10) .-, ; =-;o TIPE 1\1-8 CURB AC PVMT. 3 CUBIC FEET OF GRAvR.----1~ p~iiict'-"-"~~4~ PER LINEAL FOOT, \\RAPPED /l~ , • ..,_"'j:i: IN FILTER FABRIC 1) ~ rl ~$?&&. ~;;: 4• PERFORATED ABS PIPE ---dfJr. "'l ~ ~ CONNECT TO STORM DRAJN Q ~<>V ,er- ' "'L___?--'----'! SUBGRADE-~ MEDIAN DRAIN DETAIL N.T.S COMMERCIAL IMPROVEMENTS • SEE SHEETS C-17 -C-20 VARIES I SLOPE VARIES MAX. CH @ 2% TYP. COMMERCIAL IMPROVEMENTS SEE SHEETS C-19 & C-20 I· VARIES ·I SLOPE VARIES '--2 1/2: 1 MAX. -2• BENCH @ 2% TYP. NOTE: TYPICAi.. SECTIONS ARE NOT DRAWN TO SCALE. PHASE 1 IMPROVEMENTS CONSTRUCTED UNDER SEPARATE CONTRACT. J.N. 166-21 • 05/16/90 13: 58: 42 I. 71 w (!) z <( 0:: 0 LI... 0 >-1-z :::) 0 (..) I -- 0 0 Cl'.l ,.. m ~ ii:2 µ::J 1ll µ::J ~ ZP;i. -~~ ~ O> µ::J ffi ! < g § ~ .,o ~r,. (..'.) z z w 0 3: w > ~ 0 (f) :J ~ 2 <( u PE • l , I \,, , , \ ·-, \ . • t ' (J) z 0 -I-u w (J) _J <( u 0.. >-I- rovals Chief Plan No. GSA 41000-1790 of 41 >, m (I) -0 0 (I) C: 0 -(I) -> 0 0:: 0 en '-... v ' U1 " II) .... !J Cl .. '1J .:it. .c: u z :::,:: .. C: 01 ·-(/) Q) 0 . / j .;: .. 40 20 2 1 .... ., . ., .; 11 +00 CONSTRUCTION 12+00 NOTES CD . TO BE REMOVED (ITEM AS INDICATED). @--JOIN EXISTING (ITEM AS INDICATED). ©---SAWCUT EXISTING I l . .,. ,. .... ' 13+00 @}--FEATHER TO JOIN @-=--CONST. 8" CURB ONLY PER OCEMA STD. PLAN 104-0-0C, A1-8. ; a••• t• • J"'"""j••"'-"'1 L __ l • 55.oo r . . •,-, -•>-'. •-, A , .•, ~• . .,;, ... . . ...... ' .... ··•··· 14+00 (j)--CONST. a· CURB AND GUTTER PER CITY OF NEWPORT BEACH sm. 182-L TYPE A. @~--CONST. 4" THICK P.C.C. SIDEWAU< PER OCEMA STD. PLAN 1205. @-CONST. 6" AC OVER 22.5" AGGREGATE BASE OR 15" AC DEEP LIFT AT CONTRACTOR'S OPTI ~- @~--PROTECT IN PLACE (ITEM AS INDICATED) · . 0 @--coNST. MODIFIED DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STD. 166-L AND DIMENSION SHOWN HEREON. . • @ • REMOVE ALL CONSTRUCTION DEBRIS WITHIN NEW MEDIAN AND Pl:ACE FILL, SUITABLE FOR LANDSCAPING, 1• BELOW TOP OF CURB. @r--PROVIDE 2.0 MIL SHEETING PER DE:T. 71. ON SHEET C-1. SHEETING SHALL EXTEND FROM STA. 14+60.01 TO STA. 18+85.00 EAST SIDE ONLY. SECURE PLASTIC SHEETING TO PREVENT SAGGING DURING BACKFILLING. (@)-VERIFY LOCATION OF EX. MANHOLE WITH RESPECT TO PROPOSED CURB FACE. g ' 0 IF MANHOLE INTERFERES WITH NEW CURB, OMIT INTERFERING PORTION OF NEW CURB FACE 12" EACH SIDE OF EX. MANHOLE AND INSTALL STEEL ANGLE CURE! FACE (12 GA. MIN.) TO B BOLTED IN PLACE. ADJUST MANHOLE TO GRADE PER UTJLlli' COMPOSITE SHEETS. ! 0 +1 .... 1----COUNTY OF 1 ORANGE 13 ··-1----....... CITY OF NEWPORT BEACH I • i CURVE DATA ( ) DELTA RADIUS LENGTH TANGENT 1 05•44•44• 35.00' 4.12' 2.06' -- 2 181 •49•17• 9.00' 28.56' ---- 40 80 (HORIZONTAL) 0 2 4 (VERTICAL) I . ;!: a:: 0 z 1-w w g: (/'J __J - ~ (/'J a:: co r ~ ,. ~ .,ON .. CURB ·-i • . i l ~. T'.,;135:07• : : . : ' ' ' I : . gt-.•,f:1-+--,,--·;;,0"N-'-;Ci;iUF;;Ri;';.B""··-,-. _,...~-,---1--1 . q.sTER4Y MEDJAN TOP OF ,CU~B PROFlLE g. . .... ' ...... L .. ' . . ········•····•· ·'··· .. ! ;t g+ "'"'n i : ,·;,; C'j• .. , : ;:: '<t ' •,.wm~t•{/) Ill-~~--,;·, 18 ' ·-· --~-,· ..... , .. ,_""' ····- .c:: .. :::::;:%·c ... ::cc .. cc,cc .. ,-,,.-.-=·"-0;_:_' .. : . ,, ' ..... t ,,, • "-,(),8'1% 15+00 V, / . : in . . "f ' ~ -,--~--¥ ---·-;4' ~---·, """ -,,(0. -~--· -"" . -,, 50.01 •: vc 16+00 PROFILE SCALE VERT: HORZ: 1 in - 1 • in - 2 ft 40 ft SURFACE ALONG CENTERLINE . . . . .. , ... : ....... f0.J5%.. ... ; 17+00 18+00 •·· .... ~ ... • ' .......... ·•·· - ' • . .. .. ' ... ---•-- 19+00 20+00 21 +00 ; .... ., ~~•-• "'-~-,-•••-w• '"···:·.::c:::.;;~'::;:~~;~~r-::?l;,=.,k;: . : .... ,,Z:7::~.~. ---·"-,:_·_-_· .. . .. -~ t .. •• .,_·_·. _ 5 _· _.:: ••• -. :· _:_:_····_• --·-<·:~ r-:_ •• _ .. _·•---~_:_··_-_-_.:_··~_/-: •• _. ·_•·~_=_?_·:.._· __ ;:_·~_:_.~_-._-~~;·:_ .. _"~=::c..~-;-:~/·_:z_~',..~',~1.;,;·~co•·•F .. _:::·-;::: ·.:c~c:~:::·•·;::: -:::-::c··.c·!s;;F 1 i~~c;;:.:.,:~ .. ~.:, · · ·· ccf7" -~:-/ ,-/ [::;. ===/:::·=··=·•=;,::·::·:::"':::"·::; .. ::;.~::::·~:::":::j•. 'C·p;-Kif--p::.tr~ D R I V E ~ ~ 2 CURB & AC [ .... ! 0 0 • 0 0 SEE EX. SURFACE IMPROVEMENTS ~ lfJ DETAIL 4, UT SHEET C-16 FOR ON -;~r•::';•"'·;·"·,..T:.:-b:) . cY ; w Cr'. 0 0 1Il co + a) ~ SITE CONSTRUCTION z 0 ti :::, ~ z 8 EX i MEDIAN CURB • 1 20 + J.N. 166-21 06/28/94 10:35:31 FILE = l: \ACADDATA\166.21\REV2\C02 ,. ... j. .... : I : ........ ·f w ('.) z <( O::'. 0 LL 0 >-1-z ::) 0 0 Cl z z w 0 s: w > Ct: Cl (/) ::::> £L ~ <( 0 w _J LL 0 (Y ()_ 0 z <( z :s ()_ I :rovals IA. >, "' m sl-41) "' -ti Ill 0 • E >, tn •• (II -ti 0 •• C 3: e C •• C Cl -VI 41) 0 \ Plan No. GSA 41000-1790 Sheet C-2 of 41 40 2 , - -i. ' j ! . __ _, , " ,· '""''•~ -41+00 PROFILE SCALE VERT: 1 HORZ: 1 20 0 . In - in - • ~ (/) 2 ft 40 ft 40 (HORIZONTAL) 1 0 2 (VERTICAL) ---·. --) .. 0 4 5 6 --- 80 4 '. ! • ····-·-> ---•. '. i ' ' i_ _,_., . : ' i ,.~ ... : ->- ! : -~-------· --_,_ .:__ _ _;_ _;_ ........ .,.,,_ r-'-~ _t_ -:--,---·----:-. ~ -/ .. "· ·-·-·' • l " --43+00 44+00 DELTA RADIUS LENGTH TANGENT 20-14'45" 157&.01' 557.60' 281.74' 04"06'29" ' 1622.98' 116.36' 58.21' 19°42'20" 1474.89' 507.25' 256.16' ) --.. , . '----+-~--'------i-----•----------i-----•---;------1 ' --,.:; 45+00 46+00 ~ -WESTERLY MEDIAN :r6P OF!CURB'PROFILE : . . . ' -. . . --(-~ _:. -:~~-: .. :--~---:::1:-:-:_J _______ : __ ,_,j..,......~•-~-•-. ___ '+--~·cc.,.-,"-'\ 4o/+d6-- • f -- r-,. <P ci "·-I")-,-+ f-: m oo • vr--., ,f') "'v • __ , ¼•-·-,----->-- 49+00 0 #46 -SURVEY MONUMENT (FOUND R/R SPIKE) CL STA. 50+81.81 B.C. 550,988.529 N 1508,355.569 E -j 0.28%. . ' 4a'.60 1 +--1 .... ,,_ .. ,., ... ,,.,v ,_. •. ,,_., w•--~~••, """"·•-• ' ' i • t,k,1 t6,36' ; - ' 'L=557.60' --,ON, CURB,- E'LY i TOP OF CURB -PROFILE 50+00 EX. AC DIKE, AC SLAB AND SURFACE IMPROVEMENTS ...i- i (.) w w (/) .o 0 • N 49"20'33" W 42.87' -i---- TEMPORARY CONSTRUCTION EASEMENT SEE SHEETS C-17 TO C-20 FOR ON SITE CONSTRUCTION AND CONTINUATION OF TEMPORARY CONSTRUCTION EASEMENT w (.'.) z <( ll:'.: 0 LL 0 ~ z ::) 0 (.) (.'.) z z w 0 :s: w > ll:'.: 0 i • I I w _j LL 0 0:: Q_ 0 z <( z :s Q_ ~ z w ::;;, w l'.t'. ::, :3 0:: Approvals Plan No, GSA 41000-1790 Sheet C-3 of 41 J.N. 166-21 03/03/94 15:56:58 FILE = l:\ACADDATA\ 166.21\REV2\C03 . E >-Vl 0 0) ~ ..- '--(!) .. CD -C 0 •• "C .:,,. ..c (.) •• C 3: e 0 •• C ti> ·-II) Cl) C . ,.. '--·-' j 40 20 2 1 .j •• -. -t--· · 1--- :j···-' LiJ z 51+00 PROFILE SCALE .... l . . ! . . ! ... , , .. ,, ,,, VERT: 1 HORZ: 1 1n - 2 ft in -40 ft FORMER CL AIRPORT WAY • 0 40 80 (HORIZONTAL) 0 2 4 (VERTICAL) ' I I .... ) .. .L . .. J,. ' • i. ··1, .. ••. l------' ·--; . L=i41 6.33' i I ' . . } .. . l 52+00 53+00 54+00 \' . ~ l·· j J ·-I I ' ' ' _. ·t. \ ... ··1}···· ! ; ' •-n .. ' ,~"--' .,, ,. -·-• ~L~-~)-.,,~· ; ... ",,_,.~ ., .. ,.~ ... , .. ,., , ..... + ., .,,,,,,, ,;, ,, ,, ...... , ,, .... . i --~r ---:-----···t -· i . ; ... ~ •• c; . r ... i .... "f ' -'---- I ' l :---1.j 56+00 STA. 55+16.24 CL CAMPUS CONST. = STA. 0+5.46 CL. AIRPORT WAY STA. 55+65.28 57+00 58+00 SEE SHEET C-33 CONSTRUCTION FOR Cl. MEDIAN CURB OPENING IN T)ilS AREA I I I Jr-f""TEMPORARY / CONSTRUCTION • EASEMENT ffi S 06"59'32": 116.48', TEMPORARY CONSTRUCTION EASEMENT ffi I . .; ... I i ••+-M• •;• •' +••,• ...... / I ... j - . i '"" ! ( . ··r. ·lfl··-r ........ ···( · i i J t,J ... ,· ...... ,1 ... , .... , ...... , ........... , ..... + .. ···.· ... , ..... , ....... i ; ' ( i -; .... I ~!. ., .I w i 1 .. L ·:r I .. cn.l. ······-·i·· l.J r',· '······+ • ... 1. w l ' ' .... ti) . i 1 i -j .. l. !. ' ' . -_ ;-.. ,·. ·f .. .'·.: .. j.· -· <-~~~' i ... ·"'····--··r . . l,.' ' ...... f - ' I. i . • 1 • I ! i I ' l . ' ' ., ' ·' , ; ' ' r i ' I ! ---i' l. "'"" \ ... ;.. ; ....... L ...... , . ' \-· -- i . ··+··-· i -.J 144.bo iE'LY TC .• r • i ...... ; ........ , ....... <., .. , ... ·'•··· ' " .... "' . J ' " ·" , ... ~, •••• 59+00 60+00 CURVE DATA 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 DELTA RADIUS 19·42•20· 1474.89' 09"44'17" 1470.89' 1eo·oo'oo· 1.00' 150'24'58" 1.00' 00-07'43" 1622.01' 07'45'31" 300.00' 31"36'08" 50.00" 00"33'48" 1205.00' 16715'54" 2.00' 20"14'45" 1578.01' 20'43'0, 1141.00' 06'49'57" 335.04' 09"58'25" 266.90' 01'52'1 d' 1205.00' 89"35'0S' . 1.00' 90"59'42" 1.00' 80"07'11' 1.00' 99"52'13" 1.00' RADIAL POINT STA 55+59.04 RADIAL POINT STA 55+71.00 RADIAL POINT STA 55+59.13 RADIAL POINT STA 55+71.17 CONSTRUCTION NOTES ~ TO BE REMOVED (ITEM AS INDICATED) @-TO BE RELOCATED (ITEM AS INDICATED) LENGTH . .. 507.25' 250.00' 3.14' 2.63' '3.65' 40.62' 27.58' 11.85' 5.84' 557.60' . 412.60' 39.95' 46.46' 39,32' 1.56' 1.59' 1.40' 1.74' 4.00' LT 4.00' LT 8.40' RT 6.16' RT TANGENT 256.16' 125.30' ----- 3.80' 1.83' 20.34' 14.15' 5.92' 17.92' 281.74' 208.60' 20.00' 23.29' 19.66' 0.99' 1.02' . 0.84' 1.19' ~· SAWCUT EXISTING , r,;\@-FEATHER TO JOIN TO THE SATISFACTION OF FIELD INSPECTOR. ~CONST. 8" CURB ONLY PER OCEMA STD. PLAN NO. 104-0-0C, A1-8 ~ CONST. 8" C&G PER CITY OF NEWPORT BEACH STD. 182-L lYPE A. ~ CONST. 4" THICK PCC SIDEWALK PER OCEMA STD. PLAN 1205 .G\@-CONST. ACCESS RAMP PER CllY OF NEWPORT BEACH STD-1 B 1-l \!31"~ PROTECT IN PLACE (ITEM AS INDICATED) \!_gl CONST. 1' AC OVER 25" AGGREGATE BASE OR 18" AC DEEP LIFT AT THE CONTRACTOR'S OPTION. i ........ !. .. w (.!) z <( a::: 0 Li.. 0 ~ z :J 0 u C) z z w 0 3:: w > 0::: 0 w _J LL 0 0::: CL 0 z <:( z ::s CL N 0 0 ci 0 + m ry To: i N 83'00'06" E 3'5.57' STA. 57+95.50 RADIAL BEARING CL. N 15"16'14 W 77.00' RIGHT @-·-CONST. ft' THK. PCC DRIVEWAY APPROACH PER CITY OF • NEWPORT BEACH STD. Pl.AN NO. 166-L f W' PER Pl.AN) @--REMOVE ALL CONSTRUCTION DEBRIS WITHIN NEW MEDIAN AND PLACE FILL, SUITABLE FOR LANDSCAPING, 1" BELOW TOP OF CURB. Plan No. GSA 41000-1790 I l ' ' i N; 06"59'32" /" 24.68' N 76"52'08" W 153.00' ·' N 76"52'08" W 119.04' @-CONST. MEDIAN UNDERGROUND DRAIN PER OCEMA STD. PLAN 1114 ALT .. II AND AS MODIFIED PER DETAIL 72, SHT. C-1. ~ CONST. STAMPED CONC. BETWEEN CURBS. Sheet C-4 of 41 J.N. 166-21 02/22/94 •• 14: 35: 03 , FILE = I: \ACADDATA\166.21\REV2\C04 0 Ol '<t l() .. CII .,_ C 0 .. -c, ~ ..c u z ~ •• C: Cl -Ill CII 0 -..,-, I I ' ' i ! -.¼- I <.) i • i ' ' ...... 1,0 i i I 40 2 j·--.. 20 1 j. i . 0 I i ..j,.,. i i i 40 (HORIZONTAL) 0 2 (VERTICAL) 48.00 80 4 ! / S #47 -SURVEY MONUMENT (PN. B&W) STA. 60+57.68 CAMPUS DR.= STA. 21+06.45 MACARTHUR BL 551 ,405.335 N 1509,208.363 E EXISTING SURFACE IMPROVEMENTS • ·z w w J: (./) w w (/) . I ; b o. 'o a + a, It') j (/) I . •. i I . . -. . i--- ' ,L=403.60' . ' . 77.12 ON CURS ON CURS L ....... , . 59+00 ,·~1 EXIST. R/W, ~t MIN. SAWCUT, C&G C & SDWK R/W I a:: u w. Ii,.! g (/) . a 60+00 i i '" I C&G AC 2 i. - ' . ------: i j :--;--:._ 61 +00 0 a,: !:::i n. IY.0 uo O'.l ..: 0::, lf) . ' --·.,~··-'~-----· ,c,. CAMPUS. ,, ,, . !If 62+00 j ! . . . 1 .. ' X . EXISTING FINISl-j SURFACE AT CENTERLINE ,OP, CAMPUS ' ' . \ ' ( . . ' . --- 63+00 . --. ~ -----·~ i -----1 i I ' 64+00 PROFILE SCALE VERT: HORZ: 1 in - 1 in = ··"'.:;,.__, .... • 63 I DRIVE ._.,-~- 16' TEMPORARY CONSTRUCTION .EASEMENT ::i ;rol !! i FROM R=1200' 8' CLR. FROM C.F. TO FRONT OF 10 EX. R/W BUS SHELTER ·,.~ w w "' 1- 1 0 9 ~ 11) ~ R "' I") + ~ <SJ 77 2 ft 40 ft u a, 0 0 oi 0, .;j: <O i .. .-.\. !:::i :. ' . -~ . '"'' , .. -----,--. ' s6uTl-lERLY 1ToP OF CURB ~RdFILE 65+00 CURVE 66+00 DATA ( ) DELTA RADIUS LENGTH 1 100"52'5()" 50.00' ' 88.03' 2 10"46'09" 1251.00' 235.13' . 3 08'33'05" 227.30' 33.92' 4 04'15'15" 345.92' 25.68' 5 20" 43'01' 1141.00' 412.60' 6 111"30'33" 35.00' 68.12' 7 79"01 '38" 35.00' 48.28' 8 04"42'13" 1141.00' 93.67' 9 16'41 '29" 800.00" -233.06' f / { I . .. ,--· i ' (0.10%):. TANGENT 60.53' 117.91' 16.99' 12.85' 208.58' 51.41' 28.87' 46.86' 117.36' / / • / I i ; . I ~....;.._;;_;:..;,,;. i I l I . i i 48.,00 ~/----~-•.,, I I ' ' I ' I I . -i I i I i i i I . . ···--1 I ' i i ; . , .. ;; l i I i i I ! i ... ·•--1 ' j I --1 .... i .... L ' ···· l . l ' i ,,,,.,., .. ,, ....... ,., .,.,.,, .. ~ ,J~ ... 67+00 CONSTRUCTION NOTES ~TO BE REMOVED (ITEM AS INDICATED) ®-JOIN EXISTING (ITEM AS INDICATED) ~TO BE RELOCATED (ITEM AS INDICATED). ~SAWCUT EXISTING ~FEATHER TO JOIN TO THE SATISFACTION OF FIELD INSPECTOR 0--CONST. 8" C&G PER CrTY OF NEWPORT OF BEACH STD. 182-L TYPE A. • ©---coNST. 8" C&G PER CITY OF IRVINE STD. PLAN NO. 200 TYPE A-2. ©-CONST. 4• PCC SIDEWALK PER CITY OF IRVINE STD. C,;\_ ___ PLAN NO. 201. ~ .. -CONST. 4" PCC SIDEWALi< PER OGEMA STD. . ' /':,,_ PLAN NO. 1205 ~ @-coNST. ACCESS RAMP PER CrTY OF NEWPORT BEACH STD-181-L ~ PROTECT IN PLACE (ITEM AS INDICATED) @-CONST. 1' AC OVER 25" AGGREGATE BASE OR 18" AC DEEP UFT AT CONTRACTOR'S OPTION. @--sEE SHEET DETAIL 12, SHEET C-15 FOR ON SITE CONSTRUCTION. @--RELOCATE EXISTING CURB DRAIN THROUGH NEW CURB FACE. @--RESTORE LANDSCAPING AND IRRIGATION IN A MANNER SIMILAR TO ORIGINAL CONDmONS OR TO THE SATISFACTION OF THE ENGINEER. FLOAT GRADE AS NECESSARY TO PROVIDE A SMOOTH TRANSITION ANO ~ MAXIMUM ~1 SLOPE TO JOIN EX. LANDSCAPE. USE MARATHON L SOD FOR TURF REPLACEMENT. ®-coNST. COMMERCIAL DRIVEWAY (FOR FIRE ACCESS) PER CITY OF IRVINE STD. PLAN NO. 204. W= 20', X,.,4', CONSTRUCT 4" CURB FACE WITHIN 'W' DIMENSION. @-CONST. ACCESS RAMP PER TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE §-DEMOLITION BEYOND PROPOSED R/W BY OTHERS. w C) z ~ 0 LL 0 ~ z ::J 0 u -- (.') z z w 0 s: w > 0:::: 0 (J) ::J Q_ 2 <( u w _J -LL 0 n::: 0... 0 z <( z :s 0... ~ s: 0 <( 0 0::: I") <.O a, 0 + .,, <D Chief • E ;;i 0 OJ ~ ..- --...... I.() •• c:: ;:: e C C: en ·-Ill Q) C u5Jafl;\;o: •' Plan No. . GSA 41000-,-1790 Sheet C-5 of 41 J.N. 166-21 03/03/94 14:56:19 FlLE = l:\ACADDATA\ 166.21\REV2\C05 '.j ····-~ - "-·, f- ;z. -"' "' I "> - 0 ~-o· ~ 0 ~ :'!- ~ 0 : ID ·<'t \;", >-~-~ S" -,_. . ...-· ----. ...:;:-.: a ► I .. o< ;;o fTl -;;o N-l o_. zo -l)> ►r r (./) (./) 0 O)> ►r r-177 JT] "" _.,_ (I) Ul. 0 _,,. r:C · .. -· oEJ -·::; -::,. 0 rr o .:y-Zz =, rrlf'Tl •. II II 11 • II . 'Tl -171 . ,, .. ., 0 ..., -'-I>-·- ZX-· N Ul(/l N :r:::.::1 0 -z· -·.:.+. §6 G) .(1) ► G) -1, (!) Cl ::0 (I) rt- 111 ► (I) 0 r+ fTl / ' ' . . ·• 0 1· O)· u, ,::::r (I) .. a, .... G') U) J> "ti' ,I,. 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CL. 0.00 30.00. 40,50 42.50. so:so (/) 0 ;j;!> . :;:: -7J ~c --J (/) + 01 □ • 0 ;u -. -. ~ :ox ':J' ""!(I filo z=' c,O !"" mo 0 0 -90.00 ~86.00 -82.00 -80.00 -78,00 i;;;;; ;< :-1 II ;J cri " ~H gz ;;j e1 z l'1 ;ox ill~ 01:j z- "0 "'z f;;~ :<~ ' "' "' ~ "(') !"2 8 .... ~ z "" -18.50 -6,50 CL. 0.00 30.00 35.50 37.50 45.50 ff) 0 -l ► ► s::: • 7J ~c <O (/) + oo 0 ;u 0 0 -90.00 -86,00 -82,00 -80.00 -78.00 -2s:oo • -,11.00 .CL. 0.00 30.00 31.00 33.00 41.00 < --1------ 54.18 ;:o ~ ' ' 52.59·. 3;\ • ::E 52,76 \ l ' / , /' r-·--\ \ \ \ ' \ ' 54.33 \--r,,,-55.0() r ~ ·1_·-.-· -e:: 54.111 J,. 54.05 ~54.78, • i I ,1r .rf'. { I>..) ., - £&:, ;JJ ! 52.95 52.78._L...-. /;' I, ~ ,. -If) ' ·.·~ "' "' II I t!· ;·_~ ;u ----'-. '~ "'. ft:, ro -~ :r; £ l< 0 Si ·~ _:~,2;2.65 ;o , \ . ,_ 52.29 . . · T 52.96 :!: 52.46 ~ 52.96 \ l \ \ \ l ' .~ I l 53.93 \__,.54.60 \ \ 53,55 54,23 y~ I Ir.,, 11 !t' /N "' :~ f~ /f' I !', if .. IJ> .-v J'., :2 2:: ~ -~_93 ~ 52.26 .,,......-----c' 'ti' \ !--' ,., ~ -••"-:J -::u ' t ~ '° ( .. -!': "" -'" . z ,:: Q ~ Ill " .. ~ ;ti . - \ . 51.99 52.16 --;o f' ..,-' 52.70 ,;:z. <" . 53,65 .:! 52.66 -\ \ ' ,' \ l . \ "\' \ SJ.47 \ , \ 52.66 ! i lu, • ft' !f; . ,o --~ I 52.64 I r, I E 0 ... 54.14 •. j 51.90 2.40 51,73 . Al 5.2.16 ~ ' \ \ • ' \ ' . ",--•-,-_ . ,,, ,~,._ ~!B~=e~.00.,. , ..•.• -u~ ... • ... , t\···• COUNTY OF.ORANGE . -. . FOUNTAIN ·VALLEY CA: 92~'..,.." . • •• . -.. , -•• ' /,; ' -~i__.~--.... .,-~-· ------=== ,( ,,, a, ·-- Design: KN Drawn: KN Chkd: MM Date:5/14/90 Syo,. ..Revisions Date By • ' ' a ,• _w<o-.._ ·r ,.-,:~.,~\c---'--~--•-·-::t--- • ,' __ . '' \ \/ --... , ··- • \ >_ ' \ :,. .," .. , ti ~.; ~: !I•/• • It;, ' • }' 'Ji'' it !;- 1:' •'ii 1·1 I ! l' h, ' ,-,.,,- l • ! I, ' '/,, \;.. ··,· '; •.) '!° • l . . -~ ., ·,\" :;r, :j 'I· cf ii-.. ·'1 \ i l • ' ' ' ~-r-: ~~ _,_, i .. j I • I ·11 ,, ' '-'"" ... - '• v,j ,._ ,_·.' <;_ -~. ~ II 1: ,1 , l ~l 1 ' !~ . ti -,•. • ' I ')} , ' ·1- i_,, ·_ . .,., __ r'-~ , l ) • :·, ' ; .) I . I 1 '",',- •· I -' ! - 1 ! i \ C -i CAMF?US DR. STA. 51 +00.00 CAMPUS DR. -STA. 50+50.00 -CAMPUS DR. STA. 50+00.00 CAMPUS DR. STA. 49+50.00 VERTlCAL SCALE: 1 inch HORIZONTAL SCALE: inch DASHED.LINE - SOLID, LINE - 1 R/W 1~ ~-- ~ _ 1tf . ~ ~ 0 q 0 0 '0 0 o q 9: a £'roNci g ,~ w t0 ro I 1 I I I X-SECTION DIST. FROM -CENTERLINE REFERENCE ELEV,= -43.00 R/W f:; !! ~ - 11) "'t" (,I') ,... __,_ '.~---r--- ~""i . .1,,_...,_ ----· I I §1 g c,O o"l ui "' "' "' I l I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 R/W I X-SECTION DIST, FROM CENTERLINE REFERENCE EUEV.= 42.00 0 oO oO (0 ..; ,-.0 ci "' I ,a "' I l X-SECTION DIST, FROM CEITTERLINE REFERENCE El.£\/.= 43.00 2 20 feet feet EXISTING GRADE .FINISH GRADE 0 0 -~ I g "1 "' ' -"' q ro o· 0 "1 -I. "' "' ~ , S=2.00% :;i ':i 0 q 0 0 0 0 d r S=-1.83% OJ "' g ci ' S=l.22% 2.00% ' > -·o o qq -"' ~ .,., "" I I I R/W I I I -- 1 R/W I I I I R/W - I I s~~.38;. _PROPOSED ·owv. -PROPOSED DWY. PROPOSED DW. ' ' -CAMPUS DR. • STA, 53+00.00 CAMPUS DR. STA. 52+50.00 CAMPUS DR. STA. 52+00.00 ' ' CAMPUS DR. STA. 51 +50.00 8 .,; 0 -j \- X-SECTJdN DIST. FROM CENTERLINE _ REFERENCE ELEV.= 43.00 0 0 .,; 0 ~ I 0 ~ I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 0 N ;;i I R/W I I I ~I .,; I ,,_ I g ,-; "' I f I 8 g g m ~:g I I I R/W I -I I I l J \ X·-SECTION DIST._ FROM CENTERLINE 00-0U'.> cl co 1?~ REFERENCE EUEV.~ 43.00 R/W -· .o 00 q ~q "' '"" "' ,0,0 I l l 0 0 .,; -I 0 q oo C. st ,d g 0 ..J 0 ~ ~ ~ 0 to "?' ·..J ! I <.> g 0 cl q -"' t I _, (.) S=1.87% ----S=-3.00% -, g 6 ,,, Rf' COMMERC!At -IMPROVEMENTS -SEE SHEETS _C-17 & C-i-8 I I -1, .. ~ .. -;. ·--.. . ... - I --' . SLOPE VARIES R/W 00 00 le) co .,. .,. l(j I "' I I I 0 0 tci -u, ' gg N .,; "' "' I I I R/W 1-._- 2 1/2:1 MAX. 2~ BENCH ·@ 2% TYP. COMMERCIAL --IMPROVEMENTS SEE SHEETS C'-17 & C"18 w 2 1 /2: 1 MAJ<. 2' BENCH C 2% 1YP. .. . _ 2 1/2;1 MAX, _ \_ 2' BENCH_ 0 2%.TYP: - I COMMERCIAL IMPROVEMENTS ---: SEE SHEETS .C-17 & C-:18 I 2 1/2:1_ MAX. SI.OPE VARIES 2' BENCH O 2% T'/P, . - .. SLOPE VARIES i +>+•--==-,-•=-<:•c!•=,-..,=====--------->----+• -i-------,---,-...----+•~•--------~---~----~---<1 -X-SECTION DIST. FROM CENTERLINE REFERENCE· ELEV.= 43.00 ; J.N. 166-21 05/08/so· 14:51:32 _ w 0 z <( - D:::'. 0 LL 0. 0 z z w 0 --_3: w > ---0:::'. 0 (/) z 0 -1-u w (/J (/J (/J 0 0::: 0 Approval$. --PE Chief --Plan No .. _ GSA 41 000-' 1790 - c-_ 7 of 4-1 . E >, (f) .. Q) .... 0 Cl. .. C .2' CJ'.l Ql Cl J \ . - CAMPUS DR. STA. 55+50.00 CAMPUS DR. STA. 54+50.00 CAMPUS DR. STA. 54+00.00 CAMPUS DR. STA. 53+50.00 8 8 -I R/W X-SECTION msr. FROM CENTERLINE REFERENCE El.EV.= 43.00 g \9 -I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 C, q -"' I )(-SECTION DISf. FROM CENTERLINE REFERENCE El.EV.= 43.00 X-SECTION DIST. FROM CEIITTRUNE REFERENCE El.El/.• 43.00 8 00 00 " g~ "' I I I R/W >{ "' "' "! "! r.: -IT "' _w,.~~,._~ ~ "' i "' ,..: ~ .,. ~, 0 q a 0 .., .... l " fj g: 8 8°8 0 ~...:....I...: J I lo! 8 "' 8 gci ID ·'f re N ...1 I IO o. 0 00 go "!o c,. ro'i-..J _,.. I I lo VERTICAL SCALE: 1 HORIZONTAL SCALE:. 1 feet feet DASHED LINE = EXISTING GRADi:: inch inch 2 20 SOLID LINE = FINISH GRADE "' "' ,.; .. .... ,, 0 q - 8 0 n ~ "' " r~ :f ;-·-·· N ,o .., ,,, ~ ~ 00 qq .... "' """ 5=2.00,: ··-\ .... ' "' COMMERCIAL IMPROVEMENTS SEE SHEETS C-1 & --C-20 ~,•-~>- -~••>-' SLOPE VARIES \_VARIES, 2-1/2:1 MAX • :2' BENCH 0 " 8 ~ q '" a -"' COMMERCIAL IMf'ROVEMENTS .. SEE SHEETS C-1 & C-20,-· ·-VARIES, 2-1/2:1 W.X. -· 2' BENCH R/W COMMERCIAL IMPROVEMENTS I SEE SHEETS C-19 & C-20 "' 1 . _ _,_,._ VARIES, 2-1/2:1 MAX. 2' BENCH 8 ~ 8 .; ol """ "' -- R/W COMMERCIAL IMPROVEMENTS 88 ~ -1,(b "' "' "' R/W '•· CAMPUS DR. ~ ~~ ;~~ 8 STA. 57+50.00 0 0" ci .... """ '?· ' ' I I I l • X-SECTION 01ST. FROM CENTERLINE REITRENCE El.EV.-42.00 R/W EX. 4' HIGH ffNCE CAMPUS DR. STA. 57+00.00 CAMPUS DR. STA. 56+50.00 CAMPUS OR. STA. 56+00.00 8 g I X-SECTION DIST. FROM CENTERLINE REFERENCE El.EV.• '4-3:00 R/W X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= -13.00 R/W ,_ .... ·"l "' .... \ i;l ~ -;ti q ,,; ~ ... g ~~ 00 C!C: ci i~ " U">ill ' ' I I ' X-SECTION DIST. FROM CENTERUNE REFERENCE ELEV.• 43.00 a q 0 ..I <J ~ 8 6 .. " "! -I ti) 0 q 0 ,.., 8 0 "' ; "' "' ~ 00 qq ... "' ., "' R/W fil " <P COMMERCIAL IMPROVEMENTS SEE SHEETS C-19 & C·-20 i SLOPE VARIES LJ .. ~ 0 0 ,.; ., R/W I COMMERCIAL IMPROVEMENTS • I SEE SHEETS C-19 & C-20 ~ I rL. 5;;;2'.00:17 /~ SLOPE VARIES ., OI :;l <D .,. ... ~ "' ,,; "i ... "' ... ~8 C, 00 0 "'0 ... . ,-.: Fi tri "' fll "' .... ,... R/W I COMMERCIAL IMPROVEMENTS .. SEE SHEETS C-19 &: C-20 I ~ ~·--a:::: ·-~r· fl:: . .,_, N ~ SLOPE VARIES I I '-__ PROPOSED DWY. ~ ~ 5=9.38% trl ~ ... ~ COMMERCIAL IMPROVEMENTS SEE SHEETS C-19 & C-20 St.OPE VARIES, 2-1/2,1 IMX. 0 -2' BENCH Cl 2X lYI', ·,-..__ ' ·, '· '"=,--,.. q .. "' q g-. - J.N. 166-2110/28/91 11:44:43 Fil F = H'.AU?r.R w (:) z <( O:'.'. 0 LL 0 -~ z :::J 0 0 i -- C) z z w 0 s: w > 0:::: 0 (f) :::J 0.... 2 <( u (f) z 0 f- 0 w (f) (f) (f) 0 fr: 0 :z. ~ -0, <O 0 Ill + f,.. Ill 0 0 + I'-Ill 0 Ill + "' Ill U'.l z 0 ~ !i'l iii "' - 0 Ill + r---"' 0 r 0 Ill + I') "' ~ (f) 0,: 0 If) ::, ~- t3 Approvals >, [I) Q) ...... .a Cl (/) . c:· 0 (/) ·-> <l) a:: . E >, VJ 0 en '--,;j- ~ '--l[) Q) ... 0 Cl ] .c: u z (.'.) z (.'.) ·C en "' (I) Cl .11:::.-:--Chief n,e..., s Plan No. GSA 41000-'1790 Sheet C-8 of 41 I • ! -. i . I I ' l CAMPUS DR .• STA. 59+50.00 CAMPUS DR, • STA. 59+00.00 ·. CAMPUS DR. STA. 58+50.00 CAMPUS DR. STA. 58+00.00 X-SECTION DIST; FROM CENTERLINE REFERENCE ELEV.• 42.00 fl./W I X-SECTION DIST. FROM CENTERLINE REFERENCE El.EV... 42.00 R/W I )(-SECTION DIST. FROM CENTERLINE REFERENCE El.EV.• 42.00 R/W I • X-SEC110N DIST, FROM CENIERUNE REFERENCE Eli\/.• 42.00 VERTICAL SCALE: l inch 2 feet HORIZONTAL SCALE: 1· inch 20 feet DASHED 'LINE -EXISTING GRADE SOLID LINE = FiNISH GRADE ..J " Sw2.00JI: R/W I 2:1 MAX· TO DAYLIGHT. • 2' BENCH O 2S 1YP. 2:1 MAX TO DA'tl.!GHT 2' BENCH O 2lC 1'11'. 2'1 MAX TO DAYLIGHT 2' BENCH O 2ll TYi'. 2:1 MAX TO DAYUGHT ~ ..• • •• "' I. . • . 2' BENCH O 27. Tl'P. ~~ ) ' 3:1 MAX. CAMPUS DR. STA. 63+50.00 CAMPUS DR. STA. 63+00,00 CAMPUS DR. STA. 62+50.00 CAMPUS DR. STA. 62+00.00 . . . ' ' ' _,; , : •" ;·. .'' . ·.:.ra!:~........,""'=-·~.t:: .. :r' .-. ,. --... -,_ , __ ··.;,;·,,_._ -"''2;*.*4:¥ ,i..;:!:. ,..~ g •··-_·_.;,.;;..,:.J,;,.,:-:::-,~~~~..:.:....,,.:;;J-,;,t;.;,.,~- )(-SECTION DIST. FROM CENTERLINE REFERENCE El.EV.-42.00 R/W t S=2.00ll X-SECl!ON DIST. FROM CENTERLINE REFERENCE El.EV.-41.00 ' , ft " ' • f • '< ., :g ., :;· ~ 88. & 8.8. . ~ ~19 lil _,. .,,.. T I I . I X-SEC110N OlSf. FROM CENTERLINE REFERENCE El£V.• -. '41.00 X-SECT!ON DIST. FROM CENTER!JNE REFERENCE ELEV.• 41.00 0 0 d ...l ':I ...I 0 , ' ti: 1 & ~ o. ; I-S=2,1~ i:1 "' •Q ;1'. ;t Iii fi! :;i .; "' -.~~ .~ 8.8. mm R/W I I I I ·if t I 0 "' ,.; ., R/W I I I I • I / ) I I •• COMMERCIAL··· IMPROVEMENTS BY Ol'HERS • COMMERCIAL IMPROVEMENTS BY OTHERS .. 2'1 MAX TO. DAYLIGHT 'f COMMERCIAL IMPROVEMENTS BY OTHERS· .. n ., l ' f I f. / • I / I • f I I I & 8.. I;; •. ~ R/W COMMERCIAL IMPROVEMENTS BY OTHERS J.N. 166-21 05/08/90. 14:57144 ,. \ .. • w (:) z <( 0:::: 0 LL 0 ~ z ::) 0 u (:) z z w 0 -s LJ > 0:::: 0 (/). ::) (L ·2 <( u s (/) z 0 __ ·.;__- I- 0 w (f). if) (/) 0 a:::: 0 0 If) +· "' "' 12 0 a + ro If) < • · In . ii a (/) ::, C. ~' .. E J; .. . (I.) ..... .0 0 ~ ~· "O :.0,: .c:: u z ~ .. C: . 3:: 0 ... 0 z ~ Chieffli3 . _, -""'""" ~~ .. ' -·-----~--,., ;-T"·. ·: ,, ' , .·.•· · Pion :No. .•• .. . GSA .41000-1790 •• ·, \ ... :'_:·_-.-:.,70:-:~,,.--; .. ·_,,:;_:,_,.,.-.. e7---,---.. -.. cc.: --.-,---~ .. ---.. ------- -:-;:,~~~~~: \ i l CAMPUS DR. STA. 65+00.00 CAMPUS DR. STA. 64+50.00 CAMPUS DR. STA. 64+00.00 X-SECTIOW DIST. FROM CENTERLINE REFERENCE El.EV.= 42.00 X-SECTION DIST. FROM CENTERLINE R£FERENCE £!.EV.= -42.00 , X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.• 42.00 VERTICAL. SCALE: 1 .1 inch inch HORIZONTAL SCALE: DASHED SOLID LINE LINE R/W R/W I S•1.38X 5-tz-~:~) ;. ·----~ ·"''"" S=2,14lll s-z.2~~-.c:,. --· ,..~-' .-· 2 feet 20 feet EXISTIN~~ GRADE. FINISH ·GRADE. .., u d ~ 0. .., u 5=2.00,C ., "' "' "i-i ~ ~~ N .. -... .. "' i ,. fa / R/W ~ 0 "' \ ' ,' CAMPUS DR. STA. 66+00.00 CAMPUS DR. STA. 65+50.00 l ' . · ~;;;5~:._,,~;~.;;-._;_;:~:;,-:,:.J,:_;.~:, --, .· , _ .~;;,;.:,::~ /. ~:t_} 1-• _,:___-: :-~ )Jh4bf iC .,_ 0 q ., --I )(-SECTION DIST. FROM CENTERLINE REFERENCE El.Ell,= 42.00 X-SECTION DIST. FROM CENTERLINE REFERENCE Ei.£V.= 42.00 ' ' 0 ~ ..J • " .., " R/W . . 8!:(-::~.1~ --·~.,. .ggg ~ § & • ~fi."i-ie. "' R/W ~---------~~-,-·~~~"~~~,~ '' w 0 z <( 0:::: 0 LL. 0 0 z z w 0 --.. s:. w ·>· .. 0:::: 0 CJ) (J) z 0 .;....., .p·· ' 0 w (JJ (J) (J) .. QJ· -0 a 0 0 + (0 (0 0 I-, 0 0 + ,v (0. ~ cl Cl z 0 ·tf"i I COMMERCIAL IMPROVE!.!ENTS 1 BY OTj:JIBS . • .·• . :::) 0 :::, 0..' o_ n::: ·~· 'Q ... C '?::• .CJ --✓ -• ' I / • • J.N. 166,-21 05/08/90 15:01:10 8 le 2 (.;) <( u Approvois· Chie F'lan No. >. GSA 41000"-1790 .,Sheet ' of .41 L.· 0 z C, ,' .. 0 C C Cl> ·-(II QJ Cl •· l I STA. 62+08.18 BCR 716 EX. R/W EX. CURB FACE C!lY OF IRVINE 0 \ Q 1018 STA. 59+39.86 BCR 40 20 0 40 80 SCALE IN FEET CONSTRUCTION NOTES • • ~::::5:... REMOVE INTERFERING PORTION OF EXIST. 1 f5' RCP. 1 i REMOVE EXIST. C.8. '11::=:'._ CONST. CATCH BASIN lYPE ll PER CllY. OF IRVINE STD. PLAN 301 . 1 t INSTALL .1 f5' RCP, SEE PROFILE FOR D-LOAD. CONST. J. S. lYPE I PER CllY OF NEWPORT BEACl-:I STD; 310-L 1161::=:'._ CONST. INLET lYPE Ol PER CllY OF NEWPORT BEACH STD. PLAN 306-L. CONST. CONC. COLLAR PER CllY OF IRVINE STD. PLAN 310 CONC. ENCASEMENT CLASS 420 C 2000. , CONST. BRICK AND MORTAR SEAL. • PROTECT EXISTING IMPROVEMENT IN PLACE. CONST. LOCAL DEPRESSION PER CllY OF IRVINE STD. PLAN 303 AND . PER DETAIL 16, SHT. C-15 [z}-CONST. LOCAL DEPRESSION PER CllY OF NEWPORT BEACH STD. PLAN 304-L AND PER DETAIL 17, SHT. C-15 [m-CONST. LOCAL DEPRESSION PER CllY OF NEWPORT BEACH STD. PLAN 304-L AND B]- PER DETAIL 18, SHT. C-15 • EXPOSE EXISTING 1 'L' ACP WATER LINE. PLACE CLEAN IMPORTED SAND, HAVING A SAND EQUIVALENT OF 30, OVER EX. 1 t.' ACP WATER LINE PRIOR TO STORM DRAIN LTERAL ENCASEMENT. INSTALL 24" RCP, SEE PROFILE FOR D-LOAD. "STUB-OUi TWO 4" PVC SCH. 40 DRAIN PIPES INTO BACK OF PROPOSED CATCH BASIN. SET INVERT EL. 42.50. J.N. 16621 10/31/91 FlLE = CAM2C11 w (!) z ~ 0 LI.... 0 ~ z ::, 0 (.) C) z z w 0 :!.;:, w > O::'. 0 (I') :) 0.. 2 <( u z <( 0::: 0 2 0::: 0 1- (J) (fl ::> D.. ~ LL o· z 0 i:: fd (I} ~ Approvals >-m G) -0 0 111 C 0 'iii > QJ 0:: E :,,.. (/) •• 2 0 0 •• ,, .:.t .c u z ~ . .. C en -111 QJ C . Chief~ lsfac.~o To: . . I? • . A· Plan No. GSA 41000-1790 Sheet C-11 I 0 0 • 0 0 + • 4: !-- (/) I ·"--· J I I-n:: 0 z !--w w n::: !-- (/) ./'_,:, . 1 w (.:) z ~ 0 lL 0 ~ z :J 0 0 43 44 ------I 7 --------I -+----• i . s-,£, 1----··-L---sf----•·+··,,·•--,,-·--,,--,.-,,_,,,_ •--w-•--~~~• _,,, ..... ___ .J,,.. ___ ,, •··-l>'-·----·-----·· •-··•-· ...... ···• _,,_ • 40 20 0 40 SCALE IN FEET BO ::r: ~ ro l-a:: 0 a.. ~ z lL 0 i?:= u •' 45 CAMPUS "' w !Jl fi _J 0 ::c c,: (!) ~I o. u,.. ~ 5 >::l ; ,,.::, 0.. fj v; 15 16 ffi t;:; ::. 2 16 15 16 13 ' 16 w cc: LL 2 7 16 <;' ~ uz t;:;~ WO ::i:~ (fl w w !Z!-0 WO U1 u..Z I • ; ' , 1::; ::, "' ~ w r.n O! "' w .J !;;; :1 3: 1 ® TEMP. CONSTRUCTION EASEMENT (15') --.. -... :'\,__ _____ _ ..... J. ___ 0· t, ---··-··-···Si""~·--;""-'!._.\,_'·, ·------·""'" •-.. -----------~--!,,: =-=,-~•>•----··-·•-<•--------•--·•-M ···--~-::----~·--~--·.-·-·,.· ""'_•::.L ____ • ••-•••• ,_,,._,_, •,•--•-<¥"""_,.• ___ _,. __ .. _• __ •.,•.,••.,• ---;J,v-~-•--•••' -T•; • -"•-••• -•~•~ .;,~: •--••~--••: UTILm' NOTES ' . ' ' EX. CURB FACE (IYP.) 0-PROTECT EXISTING UTIUlY. @-·---RELOCATE EXISTING UTIUTY AND APPURTENANCES BEHIND NEW CURB FACE. ~ RELOCATE PER TRAFFIC SIGNAL PLANS. ®-EXISTING UTIUlY TO BE RELOCATED BY OTHERS. (j)-ADJUST MANHOLE TO GRADE. ~ RELOCATE PER STREET LIGHTING PLANS. @-ADJUST EXISTING UTILITY TO PROPOSED GRADE. @-=-INSTALL NEW STREET LIGHT PULL BOX BEHIND PROPOSED CURB AND INSTALL NEW CONDUIT & CONDUCTORS PER STREET LIGHTING PLAN SHEET C-14. @-UTIUlY TO BE INSTALLED OR ADJUSTED TO GRADE (AS INDICATED) PER Cm' OF NEWPORT BEACH STDS., UTIUTY DEPT. EX. R/W (IYP.) !::i ::, ~ ~ 5 w "' ,3 ~ •n. :::. 5: ~ c., :::i tii 8 :r: ~ I') ui a:: w t;:; :::; ~ (:) 5 2 16 I ~ rn ~ 0 0.. ~ z Le. 0 · I PROP .. CURB FACE----- (TYP.) PROP. R/W (IYP.) "' w t;:; :::; ~ 13 16 20 0 X 0 CD ::l w ~ ..J ::, 0 0 a.. :r: :r: I z :i ~ !ii _j 0:: le:! 3: (fl 5 SEE SHEET C-3 7 FOR ADDmONAL NOTE 16 a:: t} :::. O! ;a;; 2 16 ..- N • 4: !-- (/) I u !--w w I (/) w w (/) 0 0 • 0 0 + -I[) • 4: !-- (/) w z .....I I ~ 4: ~ w (.!) z <( 0:: 0 I.J.. 0 ~ z :::, 0 u i 111111111111 l'.) z z .w 0 -~ w > n::: 0 (/) =:J (L 2 <( u a 0 + -I.fl w f2: 0 I-0 + --U) .... 0 ~ (/) (1_ 0 z 2 . < 0 0 0 + u ~ N i:2 ~ 0 a + ~ _J ~ I-g ::::) 0:: C, (/J ::) 0.. ~ Approvals p Plan No. t.,. r.n 'V en l<'i r.:l ::I: 0. -' 0 F" :z 8 :;;! :z <!) 1i! '-' ~ ~ le::! ~ "" GSA 49000-1790 Sheet C-12 of .41 >,. m Cl) -0 0 ~ , C: .o ·-~ -> Q) er. . E >-VI 0 O'l "<t' .,.... If) Q) -0 C 'U .:.: .c 0 C: OI .iii Cl) Cl FORMER Cl. AIRPORT WAY '-, .,. ... --' X . ' ' -0 . _,.,.,,, •"" ~ ' ID ' n: '"" ~•--' -' w ...J w :::, :::;; a. _j i ~-w I-' ·-'. ; 'l ', i , 5 ' ,,.-~·-·' ' 15 16 ' ' ' ' t ' ! • ' I ' I I I FORMER CL. AIRPORT WAY / ' I I ' ' / '' i i ' I I I ' I ' ' I I ' I I ! ' ' I ' i ' I ' ' I ' ' ' I • ' 1 l ' i . ' I ' I ' ! ' J.N. 16521 02/22/94 14: 52: 45 -· -. \ ~-~·~-~-&\. .. ,,., ........ , ..... -, ..... \. ...... ..., I 1 I ' I ' l I --ffi w 0.. -' 0 ! a. ~ 52 <., :r: :::! --~--- w e:: G::: , __ .,,,-~, 2 6 I I I') N • 0 ::j m a::: ::::) I I-a::: <( u N N <( ~ ix i 0 OJ ::I ' ::, i 11. ~ I ' ' _Ji' ~ 6 \ :>< iO ! Ill ..J i 2 • I ! ' i i ' l --t··-•------,~7 i' fl:: ~ :::. ~\ 2 16 ' I 1 I '. ! : ; i I Ii --~-.JJ I ls1G em E AND 0 PULL BOXES (2) l 4 SIG. PULL BOX I 4 0 N ·--"~- --- ' 5 0 ~ _J ' u I <i ,!; <n 6 4 AIRPORT WAY ~ --t;:; ffi ~ . / -e:: ow z--en e::z ~ 12 03:; oo·, c:, (.) '- w ~ ~~ w u -' ~ :; 0 "'z :r: n: ::, z w ~ /20 ~ !z ~~ w _j C, (.) 1-0 w ~ Z...J vi ow I-u a:: i / I 5 5 / J i i ;--S=l~G-~P~U=LL~B~O~X--< 4 ~ ,.---- st:.UGHT'Pi5LE 8 -' 63, ____ _ -I- CAMPUS DRIVE 9.j 16 ; I I l I CATCH BASIN 11 / -EX. CURB FACE/ (lYP.) i ~o J# / . ~' {' PROP. R/W (TYP.) r 13 . ,,5 6 BOX ! / I I ./ X g; f 4 f I ...J I g a:i z d w a,: G::: 2 16 ST. LIGHT ~p=u~LL-s=o=x-< 2 rS=l=G.'-'--P=UlL~~B=O=X--0 . _/ ·-·-··-- ;--._ - 5 -· ~ tii 15 16 40 0 40 80 SCALE IN FEET UTIUTY NOTES -G)--PROTECT EXISTING UTILITY. ~ RELOCATE EXISTING UTILITY AND APPURTENANCES BEHIND NEW CURB FACE. 0-ADJl:JST EXISTING WATER VALVE TO GRADE. 0--RELOCATE PER TRAFFIC SIGNAL PLANS. @-EXISTING UTlll1Y TO BE RELOCATED BY OTHERS. -~ REMOVE AND DISPOSE EXISTING UTILITY PER THE DIRECTION OF THE OWNER. (j)-ADJUST MANHOLE TO GRADE. ~ RELOCATE PER STREET LIGHTING Pl.ANS. 0!.J· ADJUST SEWER CLEANOUT TO GRADE. @-REFER TO STORM DRAIN IMPROVEMENT PLANS. @-ADJUST EXISTING UTILl1Y TO PROPOSED GRADE. (E}-RELOCATE EX. GROUND LIGHT AND APPURTENANCES BEHIND - PROPOSED BACK OF WALK PER THE OWNERS DIRECTION. @-INSTALL NEW STREET LIGHT PULL BOX BEHIND PROPOSED CURB AND INSTALL . NEW CONDUIT & CONDUCTORS PER STREET LIGHTING PLAN SHEET C-14. @-UTILllY TO BE INSTALLED OR ADJUSTED TO GRADE (AS INDICATED) PER CITY OF NEWPORT BEACH STDS., UTILl1Y DEPT. R/W (lYP.) w (!) z <( a:::: 0 LL 0 ~ z ::.) 0 0 ('.) z -z w 0 -s: w > er:: 0 (/) ::::J 0... ~ <( u f:!! ffi 2i ~ cr w "' < ~ g ::,a "' e z 8 12 !l'l 1;:; "' w I-0 (/) 0 + r--0 <O R 0... ~ 0 0 + 0 -IO 0 g ~ a,: Cl Cl) :::, -' a. -~ I- :::) Approvals Plan No. GSA 41000-1790 Sheet C-13 of 41 en C 0 -(I) ·-> Q) ~ • E >-VJ 0 01 " ...-j-..- " lf) •• m .... C D z ~ .. C ~ e C z Y'. •• C: O'l -Cl) q) 0 ' _J !>I') ~ ' i l ' ,U'l ' r-., ' • I 10::: H-1 ,, I ', '• 1 i rW l'X ! ' ,---EXISTING CURB -:+-(I) + 1 " I 1ZI ct ,· CAMPUS DR. 13-5 --~-,_,., ---,.,,, -~· -~-..,,,,,, """"""'"""""''~""'''·' "''"" -p·<e, .,_.,_,~ P"" ' . SYMBOLS • i LEGEND DESCRIPTION HPSV LUMINAIRE, MEDIUM CUTOFF, TYPE 3 • DISTRIBUTION, WIRED 240 V, 1 lo, 200 W • . -' . EXISTING HPSV LUMINA!RE TO REMAIN UNLESS NOTED OTHERWISE. 1 1/'L' C WITH 2#8, 1 #1 OG . EXISTING INTERCONNECT EXISTING POWER SERVICE PEDESTAL EXISTING 's.C.E. HANDHOLE PROPOSED-CURB (PHASE. 2) PROPOSED .CURB ,(PHASE 1) • ''" ···~ ..• . '. ,_ . : !'· •• ~ -".'', ,, l l + FORMER ~ AIRPORT WAY CAMPUS DR. INSTALLATION • NOTES 0-MOUNT LUMINAIRE ON TRAFFIC _SIGNAL POLE. SEE SIGNAL, PLANS ._· • FOR EXACT LOCATIONS OF FACILITIES ON SIGNAL STANDARDS. • . . • @-INSTAU. LI GliTIING STANDARD TYPE II PER _CITY OF NEWPORT BEACH . • . STD. 201-1.; MOUNTING .. HEIGHT 29'-9" WITH 8' BRACKET ARM. · ' . •• ·-~ ~~~A~~~~NgA~JHfET LIGHT _BEHIND NEW CURB PER CITY OF . ~-• -. RELOCATE EXIST. STREET LIGHT & PULL BOX 24" .BEHIND NEW CURB FACE. • SALVAGE AND UTILIZE EXISTING ST. LIGHT WIRING. PROPOSED CURB (PHASE 1) I I I I al a/ ~I I @ PROPOSED CURB (PHASE 1) ' 'EXISTING CURB - ; GENERAL.NOTES 1. CONDUIT TO BE LOCATED BEHIND CURB & CUTTER, 24" BELOW FINISH GRADE. - ' ' · i· 1 FORMER . -. • . . ·•. . . ,, . ,. ~ •· , ~.-. ~-r"' -~ . "~, • ···-, ~ AIRPORT WAY. /-PROPOSED CURB / . · (PHASE 2) ? _. . 3 ' \ ' \ \ \ ' \ \ '\ \' ' ' w l!J z :<C ,Q!'. □ ti.. □ )- 1---:z ::J □ u :,.. a:r 0 Ol ~ -~ ~ .. "ti .Y. . .s: U, z •• ~ .. C: ~ Cl .... Cl Approvals , Pr_.._.__,..., Chieffi o: Plan. No. GSA 41000-1790 . sheet • -_-' \ •• .. , • :·.\ \ C\ /. " . I-: .. .. . . 44.48 TC 43.65 FL n,: 11' <..l t-----,----,---i ID (1YP) iXl ~i--....:s=--·-...---", o~·--1-o-.....:6::...'--1 IN "' 44.50 TC 43.67 FL ~'-------+---'--2_' ---'~ ~ 44.49 rel ~ 43.66 FL Cl CATCH BASIN STA. 62+15.87 LOCAL DEPRESSION DETAIL 1" = 8' ,,-...,--.__ WALKWAY 2 4!------ MATCH FS ELEV. '--'-----'-'-; . . . . CONSTRUCTION NOTES : 0-To BE REMOVED (ITEM AS INDICATED) 0-:::--JOIN EXISTING (ITEM AS INDICATED) 0-SAWCUT EXISTING CD-:::--CONST. 4• PCC SIDEWALK PER CITY OF IRVINE STD .• PLAN NO. 201. @)-PROTECT IN PLACE (ITEM AS INDICATED) @-:=-CONST. RIBBON GUTTER PER DETAIL 26, SHEET C-20. ®-RESTORE LANDSCAPE ANO IRRIGATION IN A MANNER SIMILAR 3:1 MAX. p,~~~-" TO ORIGINAL CONDITIONS OR TO THE SATISFACTION OF THE ENGINEER FLOAT GRADE AS NECESSARY TO PROVIDE A SMOOTH TRANSITION AND A MAXIMUM 3:1 SLOPE-TO JOIN EX. LANDSCAPE. USE "MARATHON 'Z' SOD FOR TURF REPLACEMENT. "'""'O ~ ••-~MOC • 0 _,___ ,_,.--• ..-. ...... to + N c.o . '• . ~-VARIES 0'-5' CAMPUS 63 DRIVE 62 -1---- WALKWAY AND SITE DETAIL 1" = 20' ,.,.... "' ~ \ 45.59 TC 44.76 FL 45.57 TC 44.74 FL 9' (1YP) 4' 45.58 TC 44.75 FL CL OF CATCH BASIN STA. 59+30.86 9' (lYP) 14' 44.25 TC 44.25 TC ~ 43.42 FL ~~.44.26TC /,....:;;--~-2-.~~~~~L 43.59 FL . 44.24 TC 43.43 FL CL CATCH BASIN STA. 61 + 76.33 LOCAL DEPRESSION DETAIL • LOCAL DEPRESSION DETAIL 1" = 8' 4 @ 3' +/-= 12' +/- PROP. R/W ~ · o (TYP.) 4" PCC (TYP.) SECTI.ON A-A N.T.S. n,: w ;z ~ (.!) 0 ~ 0 :c ~ ~ 0 Cl. :,:: (.!) :5 l;l ...J I ~ z<oe: Ill c21:1:::, ~ i ~ w .o Lt..1xw °"Wll'. z w 13 ~ ~~ DAYLITE 6 x . -, w LJNE FLUSH - 64 Ill [11~ U II (.)• 0 < "-: "'w I'..?. + Q'. "" ~ r;:: II X ~~&,- U'.) 0 -II ..J il: (.) Cl!: I:! :::, C> z 0 ID <ll °" 4 ffi t'j I= ::, a :1: QC/lW m-' ::iz <ll LL °" z ;;i: -0 i'.5 0-' -, "- 2 Ji iJ • " -~----- UTILIZE EXIST!~~ G;viL --~ AND PLACE FLUSH WITH PROPOSED IMPROVEMENTS (BW, 5' WALK, 3' RIB. GUT.) AS IN EXISTING CONDITION. . . 11 ' 1" = 8' CL CATCH BASIN STA. 62+19.18 aJ /0 ,.--s ---~,-10 -ff-'-----~ PROTECT EX. 4" TEL DUCT LOCATION TO BE FIELD VERIFIED --/// 18" RCP 8 ~ 0::: a:i (.) 0 <ll + ~ 3'-0" 0 ;. I ' 6 MODIFIED R.C.8. DETAIL 1" = 4' __f7l-CON . CH BASIN TYPE II PER CITY OF IRVJNE l_§F-REMOVE EX:J'S"!lilitll.C. CATCH BASIN. ~CONG.ENCASEMENT C ~ LOCATE AND EXPOSE NE. IF TOP OF PIPE IS GREATER THAN 1' FROM BOTTOM OF PROP DO NOT E. IF LESS THAN 1 ', CONCRETE ENCASE 12" ACP (20 LF. MIN.) PER I.R.W.D . DWG. S-10 TYPE ' . • CO ODIFIED RCB PER CALTRANS STD. P AND AS MODIFIED ..,....,..., R DETAJL 2, HEREON (5=3',H VARIES 1 '-0" TO 1 '-v..,..._ PROTECT EX. 4" TEL DUCT VERIFY DEPTH AND LOCATION 12" WTR. BEFORE CON 3'-0" OF BOX CULVERT. SECTION 1"=4' PROP. CURB FACE PROP. LIP OF GUTTER PROPOSED AC B-8 ) 18" RCP IN THE FIELD PROP. RCB. ' ; w (!) z ~ 0 1.1... 0 ~ z ::, 0 (.) ('.) z -z w 0 -~ w > a::: 0 (I) :::, 0.... 2 <( u 0 (f) z-1 <(-~ zW 00 (f) (f) (f) ::, WO 0::: w o._z ~5 _J -1w <Co 0 (f) o-_J ::':;? Approvals :,... m Ill C· 0 -Ill > CD et:: • E :,,.. VI •• CD -0 Cl •• "O ,::,i, ..c: u •• C 3: e 0 •• C CD -Ill CD 0 ChiefRf,' Plan No. GSA 41000-1790 Sheet C-15 of 41 J.N. 166-21 03/03/94 15: 01: 50 FILE = l:\ACADDATA\ 166.21\REV2\C15 CONSTRUCTION NOTES (D--TO BE REMOVED (ITEM AS INDICATED) @---JOIN EXISTING (ITEM AS INDICATED) · (]}-TO BE RELOCATED (ITEM AS INDICATED) G)---SAWCUT EXISTING (ITEM AS INDICATED) @--CONST. 4• THICK P.C.C. SIDEWALl< PER CITY OF NEWPORT BEACH STD. 180-L UNLESS NOTED OTHERWISE. @-PROTECT IN PLACE (ITEM AS INDICATED). @--CONST. j AC OVER 9" AGGREGATE BASE. @ ear.Err. Ff OUR□ 0t4LY PER A.P.Wa~~ S=FB. NO. 10 4 0 (=FY-PE A1 6) @-RELOCATE EXISTING CURB DRAIN THROUGH NEW CURB FACE .• @-RESTORE LANDSCAPING AND IRRIGATION IN A MANNER SIMILJAR • TO ORIGINAL CONDmONS OR TO THE SATISFACTION OF THE ENGINEER. (z}--RECONSTRUCT PORTION OF EXISTING CONCRETE SWALE WITH ff PCC TO MATCH FLOW LINE AT PCC JOINS. ADJUST TOP OF GRATE FLUSH WITH FLOW LINE. REMOVE EXISTING PVC PIPE AND INSTALL NEW 4" PVC PIPE, SCH. 40, TO OUTLET THROUGH NEW CURB FACE. @-RECONSTRUCT 3' OF EXISTING 2' PCC SWALE WITH fl' PCC TO MATCH. SET. FLOW LINE AT SIDEWALK CULVERT CONNECTION A MINIMUM OF 15' BELOW PROPOSED BW. Elf.VATION. @-CONSTRUCT PARKWAY CULVERT TYPE 'B' PER CITY OF NEWPORT BEACH STD. 319-L. -- ---~,~--~ TR ,-;\EXIST. COMMERCIAL SIGN TO BE -- \::'.JRELOCATED AT OWNERS DIRECTION I-- I ('.) Ct:'.'. w > 0 m <( (0 en • 15' CONSTRUCTION EASEMENT CAMPUS DRIVE 19 38 t w _J ' ~ (I) w z _J I u ~ 2 ' '-~13 OWNE~'S SIGNS w z _J I u ~ 2 / / SITE DETAIL SCALE: 1" = 20' SEE SHEETS C-19 & C-20 FOR CONTINUATION, GRADING &: SURVEY CONTROL RELOCATION POINT FOR U.S. MAIL BOX. CONST. 3'X3'X4" PCC PAD AND MOUNT AS IN PREVIOUS LOCATION, (SEE BELOW RIGHT). PROP, Y RIBBON GUTTER SEE SHEET C-20 PROP. RETAINING WALL SEE SHEET C-20 FUJSH (TYP,) 14.0' PCC PAD SEE SHT. C-20 END• CURB\ 1,,.---EX. SURFACE~ \ IMPROVEMENTS \ \ j ,\ EX. LIGHT POLE DISPOSE PER . 1 OWNERS DIRECTION -. ;. TREE (D----\t." 11111 PROPOSED AC SEE SHEET C-20 11111 6' HIGH TRASH ENCLO BLOCK TO MATCH 8 FOR TRASH ENCLO STD. PLAN 1414 'T ✓T-77] . / /1 E. USE ff CONC. SPLIT FACE NG. SEE SHEET L-1 DETAILS AND OCEMA MATERIAL SPECIFICATIONS. PROPOSED LOCATION FOR R CONSTRUCT 6' PCC P ITO VENTILATION EQUIPMENT. D MOUNT UNIT ON PAD t.s fL 3.0' CLR IN PRE.VlOUS LOCATIO ~it=::::r---:ir--::::::---i,,, ,_ __ _ _-1,,:_' ·--1, 1 GROUND LIGHT -/ z: .... --+~,.£---(, METER OCATED BY GAS CO. AC ...,;., ~ \ 1YP. \ ADJUST EXISTING SEWER CLEANOUT TO PROPOSED FINISHED SURFACE \ ~ SEWER MANHOLE ~ r:-..r--. EX. CURB ;;,'-.;,, & AC RELO BEHIND EXISTING VENTILATION UNIT AND APPURTENANCES POSED TRASH ENCLOSURE. REMOVE EXISTING REPLACE WITH LANDSCAPING TO MATCH ONDmONS. PCC PAD SURROUND! EXISTING U.S. BE. RE.LOCATED 3 Af', SHOWN ON -A E LEFT PORTION OF DETAIL: 1 COLUMN • PARKING LOT DETAIL SCALE: 1" =1 O' C-20 1 BRICK & TILE O STEP STEP DETAIL • SCALE: 1" =5' @ w (!) z ~ 0 u.. 0 ~ z ::::, 0 (.) ·tt 1:1 - Cl 0 UJ ... "' ~ ~12 ril 8l ril l7l t3 z· ~I~ r:r::i O ?'. o· ~ ~\ < al§ 1.3:; Ee I ('.) z -z w 0 -:s: .w > Ct:'.'. 0 (I) =:) (L 2 <( u LI.. (/) v a, N ~ i':'i "' :::, s "' ~ g ii! f2 :z 0 <..> g w U) ci:l "" I- 0 _j c., z -~ V) Cl:'.:: _j <C<i: o._ I-w oO z <( w I--V) A provals z >-:,,: m ..! -a, 0 00 C 1/) C -' 0 ~ -1/) -0 > 13 CD Cl:: ...., <.> :z "" ~. B "-' Q -• E :,.. VI ~ O'l ' CX) .. II) -0 0 •• "O _:,e .c 0 •• C ;c: e 0 z ~ •• C: tll -Ill ID 0 PE.........,::v Chief~ S To: Plan No. GSA 41000-1790 Sheet C-16 of 41 J.N. 166-21 06/28/94 10:05:55 FlLE = l:\ACADDATA\ 166.21\RE.V2\C16 L~i 1 O' TEMPORARY CONSTRUCTION EASEMENT 51 S49"20'33"E 60.29' -----:---.,... I i l I I -' i 8' .& CAMPUS DRIVE EARING CL) EX CURB FACE i'}~t,:·i~~'~"f., ~l~T ~. •. ·-p~~ cu: FA'' . /-°'" -: ,-a:.' --1:;:: ?> • • PR-OP. R/,< .. . .. .. . . ... - w 20.57'-' 0)--' __,,.,. ·--ri E 13.~~ LOT 18 E 19.51' ' 11.25, - TEMPO~ARY CONSTRUCTION EASEMENT , 16.57 ;N51"50'77• , , i' :., STRIPE (TYP.) • ' I _,-' i J -s1s,uTY AND i SYMBOL OF ~fs~z'SIGNS _ _ _ ; "VAN-ACCES OF CAL. A'DMIN; CODI:: ... -----STRIPING AND i SYMBOL PE~ TITLE 24 I & INTERNAi10NALTY (TYP.) f 2 OF ACCESS2IB4IU OF CAL 1 PER ll1LE • ' AOMIN. CODE 4570 CAMPus DRIVE: LOT 17 i j I i I i f I l -i ' .. I i I l f i ' i I I i i ' I ' ' ' I I i i I j~~ ¥-·-~ --~ -- i i i ' I ADIAL BEARING CL. • ·srA, 53+ 78.24 R 65.21' RIGHT 1•35• W AT BW ---... "-N 35"1 I B• i I i~- 1 ! ' t I ! 8 STD A-248 & A-24D USE CALTRANS W • 16.95' i() _ ,' ui 4, SPACING -STRIPING, 1YP. FOR 'BLO~UT' ------- ---------- -7'08,48.W 239.50' -N2PROPERTY LINE cu RVE DATA 0 DELTA RADIUS LENGTH TANGENT 1 84"15'15" 1.00' 1.47' 0.90' 2 135'00'0o" 1.00' 2.36' 2.41' ' S ER CITY OF GENERAL NOTE • REQUIRMENTS p CIFICATIONS. - ALL STRIPING ~DE:tl~~iN~',INCLUDED IN S~EWIDE AND CONFORM TO NEWPORT BEAC 8" WHITE PAINT), 4SEC 310-5.6. PES SHALL " (1991 , · PARKING STRI PUBLIC WORKS. STD. SPECS. FOR ·-----~-, ---·~ ~,~ -----' ,,_ - 20 10 0 20 40 SCALE IN FEET 09: 37: 19 J N 166-21 04/15/92 FlLE = I: CAM2C17 w (.!) z <( 0::: 0 lJ.. 0 ~ z :::) 0 (.) 0 z CL w n::: • c., z z w 0 I-I-::li: -(/) ::li: ~ w > Cl:'.: 0 (/) '-.... _J _J <( 0 -n::: 0 l-o:::: z Wo ~o ~ O>-ow ' -> 0:::: ::) (/) Plan No. GSA 41000-1790 Sheet C-17 of 41 .. •• C ~ e C •• C Cl ·-Ill (I) 0 ,s ' ' I I r I ,, \ • " I ) -- TRASH BIN AC CURB 47.50 BW i i ' I f J ( ! I ! ' i ; 13 j j i I LOT 18 ' I j i f -52 +- ~ - CAMPUS DRIVE j 48.20 1TC 47.70 TG CURB & RAISED PLANTER f I . BOMANITE CONC. 1 ALONG ;EX. BACK OF CURB µNE. BOMANITE CONC. LANDING j ! f J LOT I ' ' ' i I l i EX. SURFACE IMPROVEMENTS 17 I ! ,I i i ' ,-.,.,_ • i I ~ ... _4 ! i I ' ' I I I I 1 - I ' J I I . I I ! I l ' • AC • i / I i ' I I I I ! ' I ?5 t: z .:::i 0 () / i I ' ' 1 i tf z g ~ ~i.'5 CJ iJ: ··,~~--f;; (D 21 ,t:;:,, i I .. , .. / 46.81., BW / CONSTRUCTION NOTES (!}-To BE REMOVED (ITEM AS INDICATED) , @r---JOIN EXIS11NG (ITEM AS INDICATED). ' ' 20 10 0 20 SCALE IN FEET i j\ 0-SAWCUT EXISTING , ! ~ @--CONST. 4" THICK P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L : @--PROTECT IN PLACE (ITEM AS INDICATED). @--INSTALL 12" SQ. GRATE INLET PER BROOKS PRODUCTS NO. 1212. 40 SET INVERTS TO DRAIN AS SHOWN ON THE PLAN. @---INSTALL 4" PVC SCH. 40 DRAIN PIPE. @--CONST. 6" CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L, TYPE A @ CONST. 3" AC OVER 9" AGGREGATE BASE , @--CONST. 6" CURB ONLY PER CITY OF NEWPORT BEACH SID. 182-L, TYPE B @ CONSTRUCT 4' WIDE AC HANDICAP ACCESS RAMP TO JOIN FLUSH WITH TOP OF CURB. LENGTH SHALL BE APPROX. 8'. SLOPE SHALL NOT EXCEED 8.33%, SIDE SLOPES SHALL NOT EXCEED 1 0.00%, AND CROSS SLOPE SHALL NOT EXCEED 1 :50. @--HOLD TOP OF CURB ELEVATION AND SET AC FINISH SURFACE TO OBTAIN A UNIFORM ff' CURB FACE EXPOSURE. @t----RESTORE LANDSCAPING AND IRRIGATION IN A MANNER SIMILAR TO ORIGINAL CONDITIONS OR TO THE SATISFACTION OF THE ENGINEER. GENERAL NOTES DIMENSIONS ARE SHOWN ON COMMERCIAL SITE SURVEY CONTROL PLANS, SHEETS C-17 AND C-19. REFER TO SHEETS L-1 THROUGH L-4 FOR LANDSCAPE AND IRRIGATION PLANS. REMOVE AND DISPOSE INTERFERING SURFACE IMPROVEMENTS WITHIN NEW CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. JII-CAM2C18 p4/15/92 09: 44: 08 w C) z <( 0:: 0 LL 0 ~ z ::) 0 (.) ~ 0 0 l."f.l ... «I ~ ~~ 17:il 8l 17:il l'f.\ < zlu ~ 0~ 17:il ffi ~ ~< g~ ~e C) z z w 0 :s:: w > 0:: 0 (/) ::) 0... 2 <( 0 ~ z :ll! " N a, "' ;;;-~ ~ i5 . ~ 0,:: ~ a:: < ~ I:< "' ~ :z z 0 C) '-' (I) I:< ~ w "' ~ _, w "' c:, 0 z 0 <( et: 0 w I--(/) _J <( -u et: w ::'2 ::'2 0 0 provals :,... en Q) -C Cl !II C 0' -!II ·-> Cl) a: . E :,... Ill 0 01 '-. -tj- ~ '-. I.() •• Cl) -a 0 :a; :a; •• "O ::,e; .s::. u z '.Y'. .. C 3: C ... Cl z ::.:: •• i:: C> -!II CD Cl PE ChiefW8 foe~ To: ,2 Plan No. GSA 41000-1790 Sheet C-18 of 41 = - __ ,_,-,~•••""'""~--·r =--~~•><··-"" -- I 0 w w if) l ' 1 1 ' ' ' ' ' I I ' \ 1 ' I \ \ • ; ' ' \ • l ; \ I "'O 8 ' ' ' ' ' ' ' ' ' I ' ' PROP. CURB FACE N27"98' 49"W __ 5.82 --....,..-- TEMPORARY CONSTRUCTION EASEMENT ·~·"' ------· 2 :::::::::-:, 55 . ' .,. . ,~ . ., ... ,--, EX. R/w SffilPE (TYP.) so· ····;2ii40'1·: =-----~ 8' 3 • "•· • '··~ "'··-·,. SYMBOL OF ·,ACCESSIBILITY AND- "VAN-ACCESSIBLE" SIGNS PER TITLE ;14 OF CAL ADMIN. CODE LOT 15 LOT 16 l ' I \ \ ~---',-----,-------,~--N27'08' 48"W 239.50' ' I \ I ! l \ ' I • \ i ; ' ' l • ' ' ; - t 0 DELTA 1 96°13'48" 2 04'16'48" 3 06"47'26" 4 74•41•10· 5 121'05'14" 15 108'32'21" 7 15'33'46" 8 60'42'15" 9 15"23' 48" 10 104"47'32" 11 105'01'09" ·-. ' • ·---. CURVE DATA RADIUS LENGTH TANGENT 2.DO' 3.36' 2.23' 1562.01' 116.68' 58.37' 1125.00' 133.33' 66. 74' 2.00' 2.151' 1.53' 2.00' 4.23' 3.54' 5.00' 9.47' 6.95' 100.00' 27.16' 13.67' 5.00' 5.30' 2.93' 20.00' 5.37' 2.70' 6.00' 10.97' 7.79' 4.00' 7.33' 5.21' -• -• -· .,. _,., --·· •• -· . •" -~ CAMPUS b STA. 56+52.08 RADIAL BEARING (CL) N 22'07'06" W AT BW 67.00' RIGHT r--co ·st A.·· 56+37.01, • OUTLET DRAIN 'lrlROUGH CURB '·• .. 7• ....... ..._.,__,._...._,..._ --------,-.--11 STRIPING AND INTERNATIONAL SYMBOL OF ACCESSIBILITY (TYP.) • N 65"16'05" PER TITLE 24 OF CAL 9)36' •. ADMIN. CODE " ......... \ .... . N 55"49'09" W N62"35'14"E 18.59' 18.05' J ' i ! I ' •' f ! i J I . ! ; ' j I ' I ' I ' ,. ' ' • 8' ,..__;..,_MAINTAIN EXISTING STRIPING ', •, .. • • . , '• . •. • ' 57 :-+-------- CL DWY. STA. 56+67.97 STA. 56+83.85 RADIAL BEARING CL N 20"36'05" W AT BW 67.00' RIGHT STA. 57+07.00 OUTLET DRAIN THROUhl;J, CURB -----! ' ' ! N 83'3:t°il4" E 23.92' 0 0 -- 0 -----------.... [J ---- 0 LOT 19 0 0 0 - 0 0 -------- -------- ...... f /' J \ w C) z <( a:: 0 La.. 0 >--..... z :::) 0 0 Ill -0 0 •• Ill •. '• I < f-'}: }., ''L 0 / -ti 0 0 ~:R< t Tl>4, .,.,,.,,1, •-· '"'-' -· ~,.;;-,, , .• ,, '· '· '. ,.<> ,'/>" ,. ' / / / ""· :7::" / LOT 14 TEMPORARY -,------;r·· CONSTRUCTION EASEMENT I~::' ',I,./ • ;, ;'' ,..., "• ", ·,. ,, .. , / 7 "'4 ,.,__. ,> M"k '/ ., ,"'\~(>·,,, ,,,,,.;:," •»'-•'' •1i~ ·Ju ~I).. , ... ·• /'V'.'"•-···,·'··-,,:, 7 ~~Q Op ,::;-;,., ~ >,. /.,:" ; • •;;",, A • ~<' o,,, <9.,.._ N)·°1!1 -~~~/ <..~ / / / / ~-'"<4 ;~ .-~ 2 .• SYMBOL OF ACCESSIBILITY AND "VAN-ACCESSIBLE" SIGNS . • I STRIPING AND --=:----,<.._ INTERNATIONAL SYMBOL OF ACCESSIBILITY (TYP.) PER TITLE 24 OF CAL. {\t!lMIN. CODE '•.,_ ·, N 63'01'56~ E • 26.51' 23.82' 7o "' .., •• !:>' . 6' • ·Oo, ' . ~ 1 ./ / .,_ .,_'15 ,/~/ 7..9 / ·O• ,· '\• ~ " • 1J,, PER TITLE 24 OF CAL. ADMIN. CODE SYMBOL OF ACCESSIBILITY SIGN PER TITLE 24 OF CAL ADMIN. 'CODE GENERAL NOTES ALL STRIPING AND PARKING REQUIREMENTS PER CITY OF NEWPORT BEACH EXHIBIT 'A', INCLUDED IN SPECIFlCAllONS • PARKING STRIPES SHALL BE 4" WIDE AND CONFORM TO STD. SPECS. (GREEN BOOK) FOR PUBLIC WORKS CONST., ·1991, SEC. 310-5.6 REMOVE AND SALVAGE EXISTING CONCRETE WHEEL STOPS IN AREAS TO BE RESTRIPED AND INSTALL IN RE-STRIPED PARKING STALLS, CENTERED BETWEEN STRIPES AND 2.5' OFF CURB FACE. EXISTING STRIPING, OUTSIDE TEMPORARY CONSTRUCTION EASEMENTS, SHALL REMAIN AS IS UNLESS DISTURBED DURING CONSTRUCTION OPERATIONS. IN WHICH CASE, CONTRACTOR SHALL RESTRIPE EXISTING STRIPING TO THE SATISFACTION OF THE ENGINEER EXISTING STRIPING TO BE RESTRIPED SHALL FlRST BE REMOVED BY THE SANDBLAST METHOD AS DIRECTED IN THE CONTRACT SPECIFICATIONS UNDER "TRAFFIC STRIPES AND PAVEMENT MARKINGS". 20 10 0 20 40 SCALE IN FEET Plan No. GSA 41000-1790 Sheet C-19 of 41 •• -0 .::it .s:::. u z ~ •• C ti) -fl! (I) a J.N. 166-21 06/26/92 14:10:29 FILE = l:CAM2C19 i . ! OC) ..- I 0 I-w w I (/) w w (/) I • I - 48.50 TC 48.do FL l . ic I ---------SLOPE VARIES\. 21/2 :1 MAX 47.59 Fl -=-41:l,10 TC, H.P. 1.00% . \48.60 Fl 60' ---\ -~-- 18..50 TC, 48.00 FL 1.00% EX. SURFACE IMPROVEMENTS . / .EX. CURB FACE, • . . i L PROP. R/W --____ ,_ 1 47.07 TC 46:57 TG 48.26'·,TC -47.76 FS ,. ~ rn •,c t. i,.9.07-) ---------------- 57 CAMPus ---+---- / ~, ROUND END-OK CURB W/ 9" RADIUS •• J 46.17 BW 46.09 BW 47.00 TC 46.50 FS 46.38 FS /. ~ -~c. ----~J~o~ , 47.51 TC 48115 C 47.01 fS 47:65. FS , 1 .EX. ·su RF ACE IMPROVEMENTS, ' . ,,...._...,. 47,74 TC /48.50 T 47. 24 'fS 48.00 FS • V 48.50 TC 48.00 FS 48.50 TC j__::::::~:--1-t:_:=--i< 4a.oo Fs ---- 45.99 BW --' • --- ---(48.00) TC~ CURB --- 47-SO FS ~ -_ 0 ~~-. ~-7 --...... TYP. ...._ ------- -' CURB 4 2 4s.o2 I' CURB 1 / 48.50 TC 48.00 FS J..4'.'2'A_Q__ 48.50 TC 48.00 FS EX/ SURF E __ IMPROVEMENTS G \ \_ SEE DETAIL 2 SHEET C-16 LOT 16 1 ' I CONSTRUCTION NOTES G)>----TO BE REMOVED (ITEM AS INDICATED) r;-, (3}-JOIN EXISTING (ITEM AS INDICATED). . • i ~---SAWCUT EXISTING ' @--CONST. 4• THICK PCC SIDEWALK PER O.C.E.M.A. sm' PLAN 1205. UNLESS NOTED OTHERWISE. • @---PROTECT IN PLACE (ITEM AS INDICATED). _ - @-ADJUST EXISTING UTILITY TO GRADE, (ITEM AS INDICATED). @c----lNSTALL 12" SQ. GRATE INLET PER BROOKS PRODUCTS NO. 1212. SET INVERTS TO DRAIN AS SHOWN ON THE PLAN. @---INSTALL 4" PVC SCH. 40 DRAIN PIPE. PROVlDE PROTECTION FOR PIPE LYING WITHIN STRUCTURAL SECTION DURING COMPACTION PROCEDURES. LOT 15 @-·CONST. s• CURB AND GUTTER PER APWA STD. PLAN NO. 104-0 (TYPE A2-6),W=18". ~CONST. 3" AC OVER g• AGGREGATE BASE @--CONST. 6" CURB ONLY PER A.P.W.A. STD. NO. 104-0 (TYPE A1-6) @ eerji:JT. P.e.e. RIBB61l OUHER PER BETAIL 2e I IEREElft @--CONSTRUCT 4' WIDE AC HANDICAP ACCESS RAMP TO JOIN FLUSH WITH TOP OF CURB. LENGTH SHALL BE APPROX. 8'. SLOPE SHALL NOT EXCEED 8.33%, SIDE & SLOPES SHALL NOT EXCEED 1 0.00%, AND CROSS SLOPE SHALL NOT EXCEED 1 :50. MA90UR¥ □LOGIC :Sl!ALL DE '"OPUT F~tOE" 7Fe M7'ffll I EMl9-FIN8 WALLS o,~ SFFL @---CONST. 6" PCC PAD OVER 12" AGGREGATE BASE. PLACE #4 BARS AT 24" CENTERS, EACH WAY. @>----EXISTING MONITORING/TEST WELL TO BE ABANDONED IN PLACE BY OTHERS. @---EXISTING MONITORING/TEST WELL TO BE ADJUSTED TO GRADE BY OTHERS. 9 lfd9i:f}tl± MFFAL llfl«UBRAIL PER AP'N,ii 9TB. FLA!• see 6 ('FYFE A) AL8'46 l8P SF Wl,LL. @f----l!lf't!JO.'!T;lo,1.l,,llli,--1,1 A'B":..Ssee,-. ,1,e~R-;,{'ff'-F[,j!,U~H,Lf"ET.-f'P'EE~R ... B'lfR'l,S'll'S!Ml (,!s§..;f!"IR .. e'IEBl!,l:iM38>'1'1'S-P41f'8!--. -11-f'l84j1 a:;,.,---- SET IWzJERTS ffi DRfdU ;l(S SIIO'NU 814 "fl IE PLA!t @) RE801◄SffiUOT BRilllli PIPE, BAM>'<f.lEB BURIP◄S BEM8LITISN, TO BRAIN i!,S IN El!l9T!Pi0 08!iBl'l'ISN. • @,__ __ CONST. 6' HIGH TRASH ENCLOSURE. USE 8" SPLIT FACE TYPE C.M.U. TO MATCH EXISTING WALLS ON SITE. SEE SHEET L-1 FOR TRASH ENCLOSURE DETAILS AND O.C.E.M.A. sm. 1414 FOR MATERIAL SPECIFICATIONS. GENERAL NOTES: DIMENSIONS ARE SHOWN ON COMMERCIAL SITE SURVEY CONTROL PLANS; SHTS. C-17 AND C-19. REFER TO SHEETS L-1 THROUGH L-4 FOR LANDSCAPE AND IRRIGATION PLANS. REMOVE AND DISPOSE INTERFERING SURFACE IMPROVEMENTS WITHIN NEW CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. REMOVE ALL CONSTRUCTION DEBRIS WITHIN PROPOSED LANDSCAPING AREAS AND PLACE FlLL, SUITABLE FOR LANDSCAPING, TO 1" BELOW PROPOSED TOP OF CURB. • ··-• ...GJ.,IR6. 4 2 & AC '-''= • ' I J :!__A t ' ...• "-. .. , ~· , ; W PER PLAN W 2 W 2 1" PER FT • RIBBON GUTTER DETAIL N.T.S. i EXISTING RAISED 13 WALKWAY . . '·· J 3,000 PSI CONC. '·~, 49,52 FS i J l 48.64 /T9~_2 c; CUURRBB 4!L14FS~ 49.17 T 4 2 CURB 48.67 FS 1 LOT 14 EX. AC & CURBS I AT FRONT CORNER 49.76 FS EX. SURFACE 1 IMPROVEMENTS 26 C-15 04 1 I I G CURB (So.:.::~; ··,, .. , J4ft,-5i'i TC PROTECT~--1~7,'ir:f ···-;Z4°5:72fF:'r LANDSCAPING , SAWCUT .. & REMOVE INTERFERRING CURB (TYP) ./ 0 0 0 / ' PROP. BACK OF WALK, FlNISH SURFAGE OR EXISTING GRADE 0 TOP OF FOOTING 6" MIN. • #4BAR@ • 24" o.c . LOT 19 0 0 0 0 0 WALL DETAIL N. T.S. 0 C . GRAVEL i ED IN GEOTEXTILE BEHIND WEEP OMIT MOR / I / / / N.A.P. COURSE ABO OUND LINE AT 32" CENTERS FOR WEEP HOLE . FILL ALL CELLS WI CRETE. ALL HORIZONTAL BARS NTINUOUS, AS SHOWN. J.N. 166-21 04/16/92 08:19:59 FILE = I: CAM2C20 w (!) z <( 0-:: 0 LL. 0 ~ z :::> 0 u ~ - 0. 0 rf.l ... Cl) P:::!!i: µ;l ~ ~f ~o~ !:ii i ~ :<~g~ Ef C) z z w 0 s: w > O::'. 0 (/) ::::> [L 2 <( 0 p u. z z Ill ~ :)<'. fE i!: as 0 i3 lE >-!!;; i ::::, ~ ::J !!;! Cl< i2 ~ 3!i C !::: ~ g ~ I;; >' :z ~ < ~ ~ 8 ~ "" c:, S2 g .... ~ -"' 9 a. :z .... ~ -w 9 5! ::,: ffi Gi L,.J "" "' er (.? z -0 <( et:: (.? w I--(f) _J <( -u et:: w ~ ~ 0 u rovals Chief :,,. m Ill -0 0 Ill C 0 • "iii ·;: CD a,:: • E >, 1/) 0 Ol '--'Sj- ~ '--i.O .. CD. -0 0 ~ ~ •• i::, .::I. ..c u z ~ .. C 3: 0 L. 0 z Y'. •• C Ol ·-Ill CD 0 c~To: Plan No. Sheet of 41 ' ' I l I ! I I I t l i [ . I ' ' I I I I I ---~·.---------.:-------_ ---------,~===-===-----,----------,=-------------------~----------------------------------------------------'------------"'"'-="'-'-'--'-'""c;.;.="'-.;::."'":...:"""-"'"--""'--'-""''-""""'c.c;__..c.:...:.cc=c:.;c...c=c.c-""'-'"'----'---------------,--------------------,-.-.--.=.-------.~--r=··,------.,,.--~------·~,-,~--------------------·~7 .. -: .. S~?~ • \ . ' ·,":-:,.;;:_· ', 0 0 • 0 0 + ..--..-- • <( I- (/) 0 0 • 0 0 + • i (/) I"') r--. . 1 I I 0:::: (/) 0 42 " D ( ' j i-• i_ • !3 COUNTY OF ORANGE =~---+---CI TY OF NEWPORT BEACH 0 () 43 I CJ 0 CJ 14 I I- 0:::: 0 z • I- (/) ..;..J 0 I- (/) -0:::: m . 44 -· I 0 CAMPUS DRIVE 9 15 16 PROP. CURB FACE I • • • :;,-:'.lr:, ;UQ COUNTY OF ORANGE 45 46 .CITY OF NEWPORT BEACH CAMPUS DR. Cl R/W 47 I 18 I 48 --1 .l 19 -I 49 LEX. CURB FACE ,.J , " ~d C ,. '-····-·--.,, EROSION CQNJBOL NOTES PROVIDE GRAVELBAG VELOCITY REDUCER PER O.C.E.M.A. STANDARD PLAN .NO. 1328 PROVIDE DRAINAGE.JNLET PROTECTION PER DETAIL ON SHEET C-""23 DOUBLE ROW GRAVELBAG 40 20 PROP. CURB FACE ' ' 0 l I-I i I ! 40 SCAL£ IN FEET I ) . 20 ~ ""=-~--~ - - ! ! ..------,! I PROP. R/W ; ' I !! ~ i f 80 o_ -,-,i,- I I r·/ L.i / I I I I 0 0 • 0 0 + . ..-- .N • <( 1- (/) N N I 0 1-. w w I U1 w w U1 0 0 • 0 0 + .- I.() w z ..;..J I 0 I-< ~ J.N. 166:...21 05/07/90 09:11:26 ., Li.. 0 ('.) z --z w 0 ·s:.· w > 0:::: 0 U1 :::::i 0.. 2 <( 0 p (/) z <( __J 0.. __J 0 0::: ~ z 0 0 z 0 .·(/)· 0 0::: LLI o· 0 +. ~ ti') g 0 0 + :.i= < I-' .tn 0 z < 0 0 + c;;j f? 0 0 + ~ ~. < I-' . tn ti CL Ul :::) a. :::;; -< (.) Chief . Plan. No. ;GSA 41000:.17gc:f • Ill C 0 'iii -> (I) ~ • E >-VI 0 0) IO • • m -0 Cl ... 1J ::.t. .c u •• C: Cl -!II CD 0 -----------------------.,-----,------ FORMER • CL AIRPORT WAY. J I ! } ' r ... 'I I l • 0 > _j m 0::: ::, I I- 0::: <( u <( ~ \'.l I I I N "' I ·" / j ' \ FORMER CL AIRPORT WAY .. ' ••" ' :,,,,.. .. __.,, , ' i -~---~'~ ' -.,,.,- 0 \ ";. • ···>~<.< .. .c " ., ... ~-- .· . .· ...... ;//· " ··"' -J, -~ • '0.t,~'--~-----• I I l I ... •:, .... " ' , .,., . ./. - CAMPUS: OR, PROP. R/W . (TYP.) • " . i -- . ' 100' TYP. 65 - ! f ---·-·""'"~" • --~•>"'·< , I ' " r t i' • " . r-~•d•~•~ 0" "" ~-•• -,~ • I ----,... -''<::·:__:•:,."-··~~;:-::_:·,~.. . . . • / / --... ' ' ! J / . / { It 0:: / ~ ' i [} EROSION CONJBQL NOTES ! i : i i I I f' _/ ~ .... \ I / i PROVIDE GRAVELBAG VELOCITY REDUCER PER O.C.E.M.A. STANDARD PLAN NO. 1328 PROVIDE DRAINAGE INLET PROTECTION PER DETAIL ON SHEET C-23 DOUBLE ROW GRAVELBAG . • ' ! I i ! ! / I I ' ! ' / 40 - 20 0 40 80 ·, SCALE IN FtET J.N. 166-21 • 05/07 /90 09: 13: 21 • 0 Z. z w 0 :s: w > .. n::: 0 (f) ::, o._· ~ <( 0 t 1. _j z <:( _J (L _J 0 0::: f-'-:-z 0 O·. z 0 (I) 0 ~ w u.. V, T ,,- I,, p: .~ ~ ;:{ 0 0 + ,.._ . • "' I:! 0 0 + -· I() i5 U) • ct: 0 U'I ::, a. ::. < (.) :>,, m. GI -0 0 • E :>,, U') ·o Ol tj- .,- l{) •• GI -0 0, '.2: ~ •• -0 ~ cc u z :::,;:: •• C ~ 0 ... C z ~ •• C Cl -f/1 Q) Cl PE~ • • ·.~ • .. .. . Plan No .. ·• • GSA 41000-1790. Sheet·· . of 41 . ._-, -"--------;, . ., .. J . ' '. I /. -- ! • ., I .' \. ·-] i. , / • y_ '" -. " ... ,,....._~:------. [r i,. "!. . ,"' ' . . •.· '· • i: L !~~·.,~. ' '-' ' '' '1,' ' :·' . " • ,_,,. \ ' . GRAVEL aAGS 1' MIN. • F.S. C.8 .• ' SECTION A-A N.T.S. ' I i ! l l ·1 I I ' 1- I ' I I I i I ' ' I ! ' - CAMPUS 52 DRIVE . • . • .... . EX. CURB FACE' . •·· , •. ,· .•. EX. R/W. . . • . . O.,,.,_ . ·---""'' ~ : --.,, • ~, __ _ PROP: CURB FACE ----=··~"--•-'"-"• -~---- LEAVE OPENING FOR WATER INLET A ----'-+-----",- ·ES.· PROVIDE OPENING SUBGRAOE FLOW DRAINAGE INLET PROTECT· DETAIL " . -. . . . -. . . •. . . . . .... . . . . . . . . .... . . . . . . . . . . . . . . .· . . . . . ~ . . . . . .... . 0 . ' ...... ...... ....... . . . . . . . . . . . . . . A RLAN N.T.S. .. . . ' ' ' / I I ., CURB FACE PROVIDE OPENING I I I / I I . I I / / I J / / I ., T. r I . EROSION CONTROL NOTES . f':'\__ PROVIDE GRAVEL BAG VELOCITY REDUCER· PER O.C£.M . .A: ~ STD. PLAN NO. 1328. · · ·, ·. ·. 0-DOUBLE ROW GRAVEL BAGS.. • • . • ..• 0-PROVIDE TEMPORARY ACCESS RAMP PER O.C.E.M.A. . . STD. PLAN NO. 1329. • 05/07/90 • • 09: 38: 38 . :::C:::"'<,-----,,,,:,--,-,.-·:~:·,\ ( ''\ LL 0 >-1-z ::::, 0 u I 11111111 I, \ ., p j ., . ., . ,Plan No; GSA '49000'--: 1790 ... . cf:::23 _, .. ' . . 0 Ol .... '"' .... ,, ,I.() . -· •. .el 0. 0 ~ '::iE •• "O .x L C z '.le:: •• c· 3' ti .. 0 z '.le:: •• C OI -.. Ill " 0 "'.·\ ~1 • --~ " ·, .. - i ' ' ' i l ' - i .t ! l . f - /~· ' "~-•-·'"'' LOT 16 55" I LOT 15 ' .l • t ! ~ ! i / ' ' CAMPUS ! --• 3 . ALL AROUND EACH INLET J ' / 0 LOT 14 ~- ... AT BACK OF WALK ....-- .·, __.--f I ! ! I / .o : . ' PROP. CURB FACE 0 PROP. ryw 0 --------- 0 LOT 19 0 C EROSION CONTROL NOTES 0 0 59 0 0 0-PROVIDE GRAVEL BAG VELOCITY REDUCER PER O.C.E.M.A. ~-. STD. PLAN NO. 1328. \..:/-· DOUBLE ROW GRAVEL BAGS. 0-PROVIDE TEMPORARY ACCESS RAMP PER O.C.E.M.A. STD. PLAN NO. 1329. 0 / ' i / / ,.7'- i i \ \ ' J i / / / J!CAM2C24 04/15/92 10:03:26 w C) z <( Q:'. 0 LL. 0 ~ z :::> 0 0 "-!fl ... ~ Ir, f!1 z w ::.: w er :::, 0 w cr < Cl < g :::. cr 0 "-:z 0 u g ::,: w 0:: z <( _J Cl 0... z w z I-_J w U) 0 0 ~ _j O:'.: w. <( I- > 0 z 0::: Q:'. 0 0 w 0 (f) ~ ::::i !1. ~ z ::;;; 0 0 ~ 0 0 (f) 0 O:'.: w Approvals :z ::.: N ~ v v -I-0 J > w er >-en Q) -0 0 If) C: 0 -. (I! ·-> CD 0:: •• .l!! 0 0 .. 1:11 .Y. .c .(.) .. C: ~ e 0 z ~ •• C: OI -(II Q) 0 PE Chief~ So· y~ry To: Plan No. GSA 41000-1790 Sheet C-24 of 41 CONDUCTOR SCHEDULE AWG #14 #10 EX. DLC 4-#18 NEW DLC CIRCUIT ¢2 ¢4 ¢5 ¢6 ¢4P ¢6P ¢2 PPB ¢4 PPB 6 PPB PPB COMMON !SNS SPARES TOTAL SIG. COMMON LUMINAIRE TOTAL ¢2 ¢4 ¢5 ¢6 ill & 3 3 3 2 1 1 1 2 3 3 8 15 1 2 2 3 3 1 CONDUIT RUN ,&, & & &, L 3 3 6 6 6 2 4 (1) 4 1 CD CD 2 1 3 2 CD CD @ @ 3 6 Q) Q) 10 43 13 2 CD 4 1 6 @ CD CD CD 3 TOTAL 2 2 5 2-#16 l-------+---l---+--+--+---1,---t---i TYPE ·s· ·-1-------+---1---+- - INTERCONNECT 2 12 PR. #22 • N CONDUIT SIZE ......_ • -N N @ = DENOTES NEW CONDUCTORS ~ I • N E 2 • I') 3: 3:~ I w, w-N z I') Zc-, -- 10 - DETECTOR • SCHEDULE 3ENSOR NO CHANNEL DETECTOR . . 1 1-02 2 1 2-fl2 3 3-fl2 4 1-05 1 1-06 2 2-fl6 2 3 3-fl6 4 1-04 11 ALL CHANNELS HAVE DUAL SYSTEM SAMPLING/ CALL HOLD CAPABILITIES VEHICLli AND PEDESTRIAN MOVEMENT PER FUNCTION NEMA PHASE DESIGNATION COORDINATED FUNCTION • DETERMINED BY MASTER COMPUTER DURING COOR DINA TED OPERATION PHASE -FUNCTION DIAGRAM _J~ _J <l-··-!> ~J! ~ • ~ . 02 ¢2+¢5 OLA ¢5 ¢6 ¢4+¢5 OLB * * * * * i 2 + 51 I 2 + e I 14 + 5 OLI SEQUENCE WITH CALLS ON ALL PHASES 'AIRPORT ENTRANCE DETAIL "A" CAMPUS ----- -- -·- -- ---- filjEXISTING R34 INSTALL R41(RT) f- .1' I _J 0 "' '6)_ 16' -- 14' i 14' 16' \ . ' ·u,L .. ~-"' ---_.-s=- --"t01=-41~1\\ ----------= #3 1/2 -- T.C. [Tl 0 ;;u ..--- ---OT C 0~ I / / i--E.--,..---E......\. /"'-. BCR I o 1 . I t I I a:i I I -l ____ _J ' t NOTE: I 'f "c" shall be 2'-6" unless 6 _J_ otherwise noted .. ~c PQLE LQCA]QN DETAIL (No Scale) -- "o:, - ---- -- POLE NO. (1) ® Q) (4) @ @ (J) (8) - - "----- ' SIGNAL STANDARD LUMINAIRE MAST ARM TYP'"t SIZE/TYPE SIG. LUM. 19-2-70 30' 15' 250W HPSV 15 -12· 250W HPSV 1-A-7' --- 15 -15' 250W HPSV (E) 29-5-70(N 55'(N) 15' (N) 250W HPSV • (R) 18-3-70(R) 20' -- PPB POST N = NEW R = RELOCATE EX. HARDWARE M = MODIFY ·EX. HARDWARE 2 1 /2" C, 3DLC PULLBOXES @ 175' MAX. POLE SCHEDULE SIGNAL MOUNTING 1.S.N.S. VEHICLE PEDESTRIAN POLE MT'G MAST ARM • SV-1-T MAS SP-1-CS -SV-1-T -- ---TP-1 -SV-1-T -SP-1-CS ** (R) SV-2-T (M) 2-MAS /R) 1-MAS N) SP-1-CS(N) * SV-2-T MAS - • = Campus Dr •• = John Wa)'Cle Airport POLE LOCATION PEDESTRIAN PUSH BUTTON REMARKS. E • B PHASE .TYPE· QUAD.' . .. ---EXISTING -TO REMAIN 12' 6 B s EXISTING -COMPLETE 12· • 6 B s INSTAL,L PED. HEAD -~ 12' ' 6 (E) e B s EXISTING -TD REMAIN 4'. 4 B (N) E NEW POLE DJ ~ AS SHOWN . ze B N RELOCATE COMPLETE AS SHOWN 4 B(N) w NEW ~ 14' . e BIKE PPB J" ~ 20' --. -- co --- £ C ~ 1. 2. 3. 4. 5. 6. 7. 8. 9 . GENERAL NOTES ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE . SHALL CONFORM TO SECTION 86 "SIGNALS AND LIGHTING" OF THE STATE OF CALIFORNIA, STANDARD SPECIFICATION DATED JANUARY, 19~1. AND STANDARD PLANS DATED JANUARY, 1S02. AND MOST RECENTLY REVISED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY • OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE MADE BY A SEARCH OF THE RECORDS; HOWEVER, NO GUARANTEE IS MADE • THAT ALL SUBSTRUCTURES OR THAT THE LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT SHOWN OR THOSE NOT OF RECORD. CALL "UNDERGROUND SERVICE ALERT" 1-800-422-4133. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE. PRECISE FIELD LOCATIONS FOR ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. NO PULL BOXES SHALL BE LOCATED IN OR WITHIN 1' OF ANY WHEELCHAIR RAMP. ALL PULLBOXES SHALL BE NO. 5, UNLESS OTHERWISE NOTED ON THE PLAN. ALL NEW VEHICLE HEADS SHALL USE 12" LENSES. GLASS EXCEPT FOR PV HEADS. ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL. LENSES SHALL BE ALL DETECTOR LOOPS SHALL BE 6'X 6' SPACED 1 O' IN DIRECTION .OF FLOW OF TRAFFIC. FRONT DETECTOR SHALL BE 3' INTO CROSSWALK UNLESS OTHERWISE NOTED ON PLAN. ALL CONDUIT SHALL BE 2 1/2" UNLESS OTHERWISE NOTED ON THE PLAN. 3 DLC, . I DR/VE .-EXISTING \ I -• 2• '. C, 12 PR. #22 ,-........__ -::::--_ • ·_(TO MAC ARTHUR '/ - I --------• ------,___ ----.:_______--~ : -- ----- ABANDON EX. LOOPS (3) -- ------ CONSTRUCTION NOTES r..7 REMOVE AND SALVAGE EX. TYPE 19 POLE L!..J TO EMA YARD. • REMOVE AND REUSE SIGNAL HARDWARE. FURNISH AND INSTALL 1 VEH. HEAD (MAS). [Ij EXISTING MULTISONICS TYPE 820A CONTIROLLER ASSEMBLY IN TYPE "p" CABINET. IT] EXISTING TYPE Ill-BF SERVICE ENCLOSURE COMPLETE. INTERIM PEDE.STR~ CROSSING :------. CONTRACTOR SHALL FURNISH AND INSTALL PED HEADS, PPBS, PPB POST AT LOC (z) , CONDUCTORS AND MODIFY CONTROLLER OPERATION TO PROVIDE FOR INTERIM ¢4 PED CROSSING PRIOR TO COMPLETION OF T.I.C. TENANT PARKING LOT. N (f) • f- l "' <( w (.9 z <( O:'.'. 0 LL. .o >-f-z :) 0 0 ~ ~ ~ IL "' + ~ \rs ~ ii ~-. ! ~ f ~ i=,. ~ "5 ~ \\) ij ..., ~ ~ <:s I.II -.f\ ~ Q,I <:SJ ~ z 0 F <( u LL D 0 :iE .....I <( z c., tr) u LL LL <( g:. w u .Z <( 0::: f-z w f- 0::: 0 o_ 0::: -<( "' • 0::: 0 (/) =:) o_ 2 <( u ~f9,cto% To: u /, ff (.... ( of Plan No. \ Sheet C-25 4J Q) -0 Cl f/) C 0 ·-f/) > (I) a:: . E >,. Vl .. C!l -0 Cl Cl (/) :::;: 0 -, (/) .. C 3': 0 .... Cl Cl (/) :::;: .. C Ol ·-f/) (I) Cl CONDUCTOR SCHEDULE* RUNS AWG ClRCUfT /1\ /~ /}.. /~ 1/s\ ls\ I/A i/\ /\ ¢1 3 6 . . ¢2 3 3 3 ¢3 3 3 3 . ¢4 3 3 6 3 3 . ¢5 3 3 6 3 3 3 ¢6 6 3 3 3 ¢7 3 3 6 6 #14 ¢8 3 3 6. 3 3 ¢2P 2 2 2 i;/4P 2 2 4 2 i;/6P 4 2 2 2 j;/8P 2 2 4 2 2 j;/2 PPB & BPB 1 1 3 3 j;/4 PPB 8e BPB 1 J 1 ¢6 PPB & BPB 2 2 2 1 I * = INSTALL NEW CONDUCTORS • -COMPtETI:: T.C. c o/~---i ---oT /(~~E : Ej ; I I ' • 0 ' \ s;(B PPB & BPS 2 2 3 1 1 1 .I 1 I I I I m I I--l _______ J 2 1/2"C, 3 DLS's--~, PPB COMMON 1 1 I.S.N.S. 1 1 SPARES 3 3 TOTAL 24 14 SIG COMMON 1 1 #10 LUMINAIRE 2 2 TOTAL 3 3 ¢1 ¢2 ¢3 2 DLC ¢4 l?.PR. ¢5 #16 ¢6 ¢7 j,B 5 TOTAL 7 12PR #22 INTERCON. 2 CONOUlT S!ZE ... ~ N r,7 I I .!-l : ~ 8 r,7 I 1 I I IJ ! I ... '-' '-)} // // 1 1 J 38 1 2 3 6 2 1 5 14 3 r~ ...,_ I~ -, 2 1 1 2 1 1 6 3 J 77 30 27 2 1 1 2 2 2 3 3 1 1 1 6 2 5 5 1 6 6 6 2 2 5 28 14 7 4 1 1 ~~ • • 1-..., ..., . ~ "'.L 1 1 1 3 15 1 1 1 . I 6 I 7 . . N ' -N . BCR I i NOTE: I '? "c" shall be 2'-6" unless ci __j_ · otherwise noted. l--c POLE LOCATION DETAIL (No Scale) MAC ARTHUR N EX. 1 1 /2"C, INSTALL NEW 12 PR. #22 LC. TO BIRCH. ST. II V ;,. INSTALL 2 1/2"C, 4-DLC'S, 2 PR. #22 I.C. 1. 2. ... I. C GENERAL NOTES ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO SECTION 86 "SIGNALS AND LIGHTING" OF THE STATE OF CALIFORNIA, STANDARD SPECIFICATION DATED JANUARY, .. 19'\Z. AND STANDARD PLANS DATED JANUARY, 19"11. AND MOST RECENTLY REVISED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION. --- . . DETECTOR IT SHALL BE THE RESPONSIBILITY OF •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llON. NO PULL BOXES SHALL BE LOCATED IN OR WITHIN 1' OF ANY WHEELCHAIR RAMP. ALL PULLBOXES SHALL BE NO. 5, UNLESS OTHERWISE NOTED ON. THE PLAN. ALL NEW VEHICLE HEADS SHALL USE 12". LENSES. LENSES SHALL BE GLASS EXCEPT FOR PV HEADS. ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL. 1 2 1 3 4 1 2 2 3 4 l 2 3 3 4 1 2 4 3 4 1 -i,'2+ 1 1 -¢2• 2 6 -¢2 5 3 1 -¢5 4 1 -¢6+ 1 1 -¢6 • 2 6 -¢6 6 3 . 1 -¢1 4 1 -¢4+ 1 1 -¢4, 2 4 -))4 7 3 2 -,07 4 1 -,08 + l 1 -¢a. 2 5 -¢8 8 3 2 -_ej3 4 SCHEDULE 1111 DETECTOR SENSOR NO CHANNEL DETECTOR 2 -¢2+ 1 4 -¢2+ 2 -¢2• 2 4 -¢2* 2 -¢6 + 9 3 4 -¢6 + 2-/16* 4 4 -¢6* . 2 -,04 + 1 5 -))4 oc, ,v 2 -,04• 2 2 -,07 2 -,08+ 10 3 5 -)lB 2 -))8' 4 2 -,03 3 -¢2+ 1 5 -jl2 3 -,02• 2 5 -))6 . 3 -¢6+ 11 3 SPARE 3 -¢6 • 4 SPARE 3 -li4+ 3 -¢4• • ~ SYSTEM SAMPLING, NO OUTP 3 -!fa+ TO PHASE +. ~ CALL· EXTENSION CAPABILITY 3-¢8• ALL DETECTOR LOOPS SHALL BE 6'X 6' SPACED 1 O' IN DIRECTION OF FLOW OF TRAFFIC. FRONT DETECTOR SHALL BE 3' INTO CROSSWALK UNLESS OTHERWISE NOTED ON PLAN. 1111 SENSOR UNITS SHALL BE RACKED MOUNTED WITH INTEGRAL TIMING CAPABILITIES PER CHANNEL ( CALL HOLD: 0-5 SEC. MINIMUM, CALL DELAY: 0-30 SEC. MINIMUM). 9. ALL CONDUIT SHALL BE 2 1/2" UNLESS OTHERWISE NOTED ON THE PLANi \ SERVICE POINT. Gl STD. NO. CD . ' . ' . POLE' SCHEDULE SIGNAL STANDARD LUMINAIRE SIGNAL MOUNTINGS PEDESTRIAN POLE LOCATION TYPE MAST ARM SIZE/TYPE .S.N.S VEHICLE PUSH BUTTON SIG. LUM. POLE MT'GMAST ARM EDESTRIANI-P_H_A_S~TY_P_E~Q-U_A_D+--E~-B--C---J A 40' 26-4-?0(E) 15' 250W HPSV * 1-A-1 O'(E) ... 55' 15' 250W HPSV •• 2 SV-1-T 2 -MAS SP-1-T 6 B • SE 8' "TV-2 SP-1-T SV-3-: TB 3 -MAS SP-2-T· 6111 8 Bo SE Ill B SW 8' 811 8111 SWIii AS S OWN 2.5' REMARKS ~\\ \ ,>t \ '\ \ \\· \ ~ \ \ \ \ 0 29-5-?0(E) 26-4-?0(R) 45' 15' 250W HPSV • SV-1-T ' 2 8 B B SE SW 2 -MAS SP-1-T 2 B NW 2111 8111 (N) NW• 8' RELOCATE COMPLETE SEE NOTE Gl NEW POLE UT 15 (N) \\~, \ \ EX. 2"C, 12 PR. \\ \\ \ \ #22 I.C. TO AIRPORT \~\\ \ \ \ \. \\\\ENTRANCE 0 29-5-?0(N) 55' 15 (N) \\\\ \ \ \ \\\\ \ \ \ \ \\: \ E = EXISTING R = RELOCATE RR= REMOVE AND REUSE A = SPECIAL BASE 3 #6 EDISON SERVICE ONLY EX. TYPE Ill SERVICE,(1] 15' 15' 15' 250W HPSV SV-1-T N N 250W HPSV •• SV-1-T 3 -MAS (RR) (RR) (RR) (RR) 250W HPSV SV-2-T (N) (N) • -Mac Arthur ** -Campus PHASE VEHICLE AND I .. PEDESTRIAN MOVEMENT ◄•► PER FUNC110N NEMA PHASE ¢1 ¢2 DESIGNATION COORDINATED • • SP-1-T RR 4 B (N) NE 6'. SEE NOTE II] SP-1-T (RR) 4 B (N) NE 19' NEW POLE SEE NOTE II] SP-1-T (RR) 4111 Blll(N) NE 6 B (N) SE 21' NEW POLE SEE NOTE II] o = BIKE PUSH BUTTON/SIGN -FUNCTION DIAGRAM ~ +.i J ◄•► ·t+ '► • .. • ¢3 j14 ¢5 ¢6 ¢7 f!B • • • • • • FUNC110N 2"<;.._ 12 PR. #22 J.C. TO AIRPORT ~-::::::==-=--:==-~--~---;:::::==,---_c_ __ _.. __ ~'-;=::=::;--'-----j I r<ANCE I • DElERMINED BY MASTI'R \ \ \ \ \ -;-\ \ \ \ . LOOPS ·\ \ \ \ \ \ \ \ \ ---w ___ __,__ \ I I I I I 02 SERVICE 1 • E LOOP COMPUTER, DURING CODRDlNATED OPERATION 1 + 5 CITY OF IR\/NE 2 + Bl-----13 + 7 4 + 8 SEQUENCE \llllH CALLS ON ALL PHASES BLVD. -- A ----- - - ------• - - .::::::: ::::::: --------= --------- --- -·---:::=--;;:ILaS~=-J STALL, NEW 12 PR. #22 I.C. ------ • TO DOUGLAS , STOP BAR·'--1}--' DIRECTION OF TRAFFIC LOOP DETAIL 1...----2 1/2"C, 3 DLC'S NEW 12 PR. #22 • ~ EX. 1 2 PR. #19 ,--....._.__,2 1/2"C, 12.PR #22 (NEW). TO MARTIN I}) CONSTRUCTION NOTES IT] FURNISH AND INSTALL NEW MULITSONICS 820A SYSTEM CONTROLLER ASSEMBLY INCLUDING 44 LOOP DETECTOR CHANNELS, COORDINATION TELEMETRY, INTERCONNECT CABLE TERMINAL BLOCK (4-12 PR. CABLES), AND TELEPHONE UNIT COMPLETE IN TYPE "p" CABINET. REMOVE AND SALVAGE EXISTING CONTROLLER/CABINET TO APPROPRIATE AGENCY AND. REMOVE EXIST. CONTROLLER FOUNDATION • COMPLETE. (1] RELOCATE & REUSE EXIST. TYPE Ill SERVICE. REPULL WIRES. NO SPLICES ALLOWED. I}] INSTALL 2 1/2" INTERCONNECT CONDUIT AND INTERCEPT EXIST. INTERCONNECT CONDUIT 100' WEST OF MARTIN. REPULL NEW 12 PR. #22 CABLE. II] REMOVE AND RELOCATE EX. POLE COMPLETE. REMOVE EX. FOUNDATION. II] REMOVE AND SALVAGE EX. POLE COMPLETE. REMOVE EX. FOUNDATION. DELIVER SALVAGED EQUIPMENT TO APPROPRIATE .. AGENCY, • REUSE EQUIPMENT FROM SALVAGED POLE AS SHOWN IN POLE SCHEDULE. w C) ,Z <( ct:: 0 LL.. 0 ~ z ::::> 0 u z 0 I-<( u LL. 0 0 ~ .....J <( z (.!) (/) u LL LL. <( er: I- • 0 > .....I CD ct:: ::::> I I- ct:: <( u <( ::iE @) • ct:: 0 (/) ::::> (L ::iE <( u Plan No. . Sheet C-26 of 41 >-ID Ol -+- 0 c::, {I) C 0 {I) > Ol a:: .. Ol -+-0 c::, Cl . (/) ::;;_ 0 ul " Cl (/) ::;;_ .. C ~ 0 ,._ c::, Cl (/) ::;;_ .. C 0) ·-., Ol c::, I _,., I co I ui I _I_ _I -- I • co I z I I I I I I I z • I-- (/) I L J_ _ ---1- --- --------1 ------;--------------4-I ===-===-======== -----~=--=--=---7r ___ zJI ----------·----- -r = I"; f'.. . O:'.'. . (J) @ fill @) r I I I I I I -----:-------_------rn - - ---- - T - LEGEND INSTALL SIGN ON NEW POST UNLESS OTHERWISE NOTED. INSTALL PAVEMENT MARKING I I I PER CALTRANS DETAIL NUMBER, SANDBLAST/REM0OVE CONFLICTING NOT REMOVED BY IMPROVEMENTS RELOCATE SIGNS AS SHOWN CA TTRACK 1' WITH 1 O' GAP 4" WHITE I"; f'.. . O:'.'. . (J) -, I I ------7 1- 1 I ------71 =-= I j__== :i-~ _j 0 I-- (/) er: (I] I I. I I I I ! 14 / I t I I I I I. I I '° co + v ,!: (/J co w rx: <O W(/J '° "--w + <ez "-f" 1-.::J -Zw <i:, c.5'Z f-W<( (/J Q)_j CAMPUS 26 --·--·-··-·-·-·'' ---· .. ,, -, .. , ,, -· .. , ·-.. ~-· ,~·-·•--•'" REMOVE TEMP, . STRIPING RL , Pt-INT 4 SOLID WHITE . ' __ , -,,__ " . ' w c., z <( a::: 0 Li_ 0 >-1-:-z ::) 0 C) z < _J a.. 0 z a.. I:!: C/l .:is (!) z z (!) Vi PE s ) w > er: 0 (/) :::> o_ ~ <( 0 Chief >-co "' C: 0 ·-"' ·-> ID 0::: . E >-(/) ID .,_ 0, Cl 0. 01 ::E 'CJ .::,:. .c: (._) 0 ,., (/) C: 3: 0 L. Cl 0 (/J ::E C: CD ' (/1 (l) ·o . 1ja/»ry To: Plan No. -· Sheet C-27 47 22 IN IN V R28 I' J CAMPUS / / / . / / INSTALL R28 SIGNS AT 200' (APPROX.) INTERVALS TO BRISTOL ST. NO. TYPICAL IN -R28 I 48 I COUNTY OF ORANGE 49 CITY OF NEWPORT BEACH . -1- ' j i / .•· / / .. / -~-~~-··"" / ®-Jo @ ,. @ ~ fill @) 38 AHEAD SIGNAL ® @ \ I 38 CAM~us • / LEGEND INSTALL SIGN ON NEW POST UNLESS OTHERWISE NOTED. INSTALL PAVEMENT MARKING PER CALTRANS DETAIL NUMBER. INSTALL PAVEMENT ARROW AS SHOWN. SANDBLAST/REMOVE REMOVE AND SALVAGE RELOCATE SIGNS AS SHOWN CA TTRACK 1' WITH 1 O' GAP 4" WHITE INSTALL PAVEMENT LEGEND 12" WHITE CROSSWALK OR LIMIT LINE. 4" WHITE EDGE STRIPE. -- ' ' CAMPUS ---------------------- 42 43 + '!.--~--~-. ,' 1:,: g STRIPE NEW LANE LINES T~ BACK OF ~X. CROSSWALK. 0) END REMOVAL OF EX. STRIPING J . ,%' 0 "' N ~ . ~ IN 44 AIRPORT PKG. INFO. SIGNS DR. --------~ 0 0 0 0 + If) st- <i:. f- U) w z .J I (.) f-<I'. ::;; ES ') w C) z <( 0::: 0 LL 0 >-I-z :::, 0 u -- w 0 0 > 0 0 z -+ :s 0:::: O> CL <.O. (!) 0 <i:. z f- 0: <I) ~ (J) 0 f-U) ::) 0 ,lj D (!) (L 0 0 z ~ . +. z ~ (!) <{ st- vi <i:. u f-(/) Sa ·.sfactory ;{. /l?.., Plan No. Sheet C-28 of 41 >-co <l} ..... 0 Cl Ill C 0 Ill > <l} 0,: . E >-(J1 • o· "' '-. "' <:::.. " • .. (l) .... 0 Cl .. "Cl .:;{. ' ..c: u 0 ..., (/) .. C 3= 0 ... Cl .. C Ol Ill (l) Cl I I I I I I I I I I -1- 1 ---- (D (.() • 0::: . U) ==========~-==== = = = (D :z •. U) I I I I I I I I I z . 1-- U) LO L _L ___ I_ -- ---------1 LO == I L I I I I LEGEND INSTALL SIGN ON, NEW PO'.:iT UNLESS OTHERWISE NOTED. INSTALL PAVEMENT MARKING PER CALTRANS DETAIL NUMBER. INSTALL PAVEMENT ARROW AS SHOWN. SANDBLAST/REMOVE RELOCATE SIGNS AS SHOWN CA TTRACK 1' WITH 1 O' GAP 4" WHITE DELINEA TOR -SPACED AT 50' UNLESS OTHERWISE NOTED. I D _J z <(-> O.. o o"- ..;-:;; a:'. + WI-..,-, a:'. (/J _J 0 1-- U) 0::: (D _j 14 I I I I I { ; ' ' CAMPUS DRIVE \ ~r~A '---. R41 ______ry_--.L --=:c-='C i._ ---1' R28----=:y -. -i._--::_:y--:::Y +R61(s)-~ -,. I ~ ----. -~-h --_-------~ k28 ---,_J ~ :__: =-:.:t __ ---+-~- . ~ ~-----------------------,------------"'t----------;-----------------,-----4t -----,-+--:L ~ -~-----------------------------------------------------------------------------------1 r------ 1 r------ 1 -----------------------------------------14 . 4 ,-+------ - - ------------ --------'----'-15-----1.r 20 COUNTY OF ORANGE N CITY OF NEWPORT BEACH . ---= 1/-::f;:::::::::: ..-11:_~:=---?i=-◄;:r-=::~~~~~~~~:~~:~z=i~~~::-1 ~::~=..J1r=:];,_~:::~_ ~::0~tf~~:,:~?i~~~~~1p~~~~~~1s~~~~~~~~~~%~~~~~~~;~~~~~~~t~~=: :..:~~~~~~--"'-----_-_--_---------==--_----C-17(-BA-~~~ \_@ INST~LL TEMP. 220' TAPER 0 (0 + LO Q REMOVE EX.-/ ~ STRIPING. STRIPING 3 EB TRAVEL LANES REQ'D • BETWEEN 7-9 AM & 3-7 PM WEEKDAYS. #3 EB LANE MAY BE CLOSED AT OTHER TIMES AS REQ'D FOR CONSTRUCTION . 375' TAPER TO JOIN EXIST. STRIPING "" CLOSE LANE PER CAL TRANS ~ STD. PLAN MODIFIED T-11 FOR CONSTRUCTION OF CORNER 1. 2. 3. 4. 5, ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDITION. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND /OR. WHERE THE TRAFFIC DETOUR WILL BE IN. EXISTENCE DURING NIGHT HOURS, DELINE:ATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. • THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMA TIE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. NO TRAVEL LANE SHALL BE LESS THAN TIEN FEET (10'). TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50:1. • NOTES ! . . 6. EXISTING TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL· PHASES PLACED ON RECALL AT LOCATIONS WHERE LOOP DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. 7. , V.EHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT WHEN CONSTRUCTION PRECLUDES SUCH ACCESS.FOR REASONABLE PERIOQS OF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED (l\,T LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURATION OF SUCH RESTRICTIONS. 8. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS. PRIOR TO POSTING SIGNS. : IN ' ··,-- ~ g:: 0 I (D I u w C) z <( et: 0 Li.. 0 >-1-z ::, 0 u z <I'. -1 IL • .J 0 0:: I-z. 0 (..) (..) G: LI.. <I'. ~ of r w > 0::: w 0 z 0 w (/) C, ~ ::) en o._ 2 <( 0 rovals Plan No. Sheet C-29 .· 41 •. >-Ill CIJ ..... 0 a !/l C: 0 • rn > CIJ 0::: , E >,. Vl 0 ·O) .....__ .0 '-LO 0 (/J ::. .. -0 _::,_ ..c: u 0 , (/J .. C: ~ 0 I.. Cl 0 Cl) :::;; . . C: en Ill CIJ Cl ;1, \ \ \ CAMPUS 49 • 9 9 9 8 . ~ ~ ,✓• / ·' • ' --------- 42 DR. . 0 ~ 0 "" ci 0 + "' "' <t ~ ----------------------<i. 0 - I') 43 + N ~ ---. ~ z.::7 -------------OC) --- C1Br • · · --C17(25) ~ - ® .... U) --------====------==== • 44 .w z -' I 0 .... «: ::;: -------------------~ REMOVE EXIST. STRIPING INSTALL TEMP. STRIPING STA. 55+60 TO STA. 66+25 p---'-~ __ L __ ~~]{ __ ~1--~v~ --------~ .... --~----~ ------. " t• / / ---~ ... --~-=v=-1 J -===----- I 8 21 - CLOSE LANE, PER CAL TRANS STD. PLAN MODIFIED T-11, FOR CONSTRUCTION OF ~ SW CORNER. & CLOSE LANE, PER CAL TRANS STD. PLAN r-..• f~ }f1 f rMODIFIED T-11, FOR CONSTRUCTION OF REMOVE EXIST. STRIPING INSTALL ·TEMP. STRIPING STA. 55+60 TO STA. 66+25 ~ /15 s• / 1 CORNER. ~ rt::! • I 1 11 'r l.f!s;;:1 / ,Ii II cif i; L ; / l ti' I I I / • /~ar I ~ I l' / ./ / / / / I I 1 1111 / j I I I ,.j I I 11I! I / f e it -, I l'b ii I! I I I / 1~~ ------------/ --~(. ~C3 L----:: ---~ I I I I. ~ ------t ,---/..;::_ ------~ I - I ,.----_::-::-~ -:::::::=.! f -_ 11 f~ IN -· -..:_:_ --;....---f I ~ --------I -I --,.--[-=-~ • • REMOVE EXIST, STRIPING - - __ = "ZY ====If,,, ko 61 I ~ -,? ==="iii'== -:::: :::: :::: :::: __ ----,-CT I,_ ""C>'~ -".""""-:::::-:::-:;--~::=:==='--' ':,-..____ :::; I ~ -=--=--=--=-"=--=---=..-----~=,._-=--- --• ---- 8 -- ------.-- AIRPORT PKG. INFO SIGNS PLACE .ON TEMP. POST IN -- -... TWO EB TRAVEL LANES REQ'D BE~: 7-9 AM & 3-7 PM WEEKDAYS. #2 EB ' LANE MAY BE CLOSED AT OTHER TIMES AS REQ'D FOR CONSTRUCTION. INSTALL TEMP. STRIPING STA. 55+60 TO STA. .66+25 .THREE WB TRAVEL LANES REQ'D BETWEEN 7-9 AM & 3-7 PM WEEKDAYS. #3 WB LANE MAY BE CLOSED AT OTHER TIMES • AS REQ'D FOR CONSTRUCTION. ..... .... AIRPORT PKG. INFO SIGNS PLACE ON TEMP. POST ~ --__,~:;:,::; ---......:;;;.. f .,, 1---=--=-~--=--~-=..-=-----==--=--=.-=---~="""- ------------I SB / 11 !5? --.=== -:::-=.::.:..::-._-:-_i-=-----"'-:::... __ ..:,----' ------.::_------~ --1 I I /---------=-~..::::...-~-=..-.._ ....._ ----..,.__, --I ~,.., --~-=---~-=--$A :._•~ -~ " I . ..J -------~----~-,_;,~•..,,, I I ----=-~-c... -=~ "'-.. I I / ~,-,...---__ --=-,,,,,..,,,_ --~"":::_..,_,..,_,_ -e ~ _ ..---,. I ,_-,r -Tr?"-.:::..t1e I 8 -7 ,____/,__::_,,e::.. -----""'""~"'--~ -,--~-~ --/ 11 I ,,. • {a ei 8 ~~;:"'~::,,-... ---....... / II \L_-Y---:/_?\l __ / •" -----------e/4' \/i/1A1:>1,,.); --= --' ~-/\ \ ---------~:::::~-~~~===r=c:/A~=~~~-~~;~~~~~==2'.i~:'.:::~ ------,,,,;:Jl.S~,,;'S> -~ -,-~ _..../"'-----/ / I / ---7-7-7--7n,-,-T-r-1-r9 ___ r\ _ _,,.... -----~-::::.;:~.,,,,, ........., 'O I 1...-·--., '-.f... // J ·(· I J / I //JJ'itl •. I I I I 1/ _ _ ---.J ---"""" "'"' • '"'---I '-.... iz ; • • I I I //II I j I I I ., ----"""'~"" ---:._ -, ........ _! fl ..... '..... ----1.. I I I fl II J I I I I ----.r-------=::::::,_.;::~ -......., ....... .......... --f f f / // 1 I I f I -·---------.................... , --3:::::~~l:::: ..... ~! 11 ',, '--.\ /1--I I I Ii 11 I I I I I 1 ! ----· "' ;:,,_,, ; I -....,5 f"v-I I ). • If 11 I I I I I ---::;~~~✓ ---~~,::,"' I ~ I I 'Ii // II i I I I I -EXIST. STRIPING TO REMAIN --------• --, v / -..J I I Ii fl / I /. I / 1 I .._ .._ , '-,.r C'f:,.._ / ~ ...,_ fl ff ... '-.... _I II C'fl), ' r o~ . . I II r:::· fl II I I I '-I O,<:-r,1, I I II II I I I I I I ..__ f / 1\1€: ~11,ve-I • I~ • CJ::: 11 fl ,' • • j ../f ....__ -..._,__ • / / Ofrr, " 6> / /f,.....,,._ '-..,_ • ~ u? ; .., I / ---..._ t ct,t-'la,, t •. --...-...._ '-..... ~---=::;:;;. --- r _, ,-.._,.,.., --~ ", I f:::,~ ',, \.....;,) ·J -..... I I ~~, -...:.. ~ ~ 28 TWO EB TRAVEL LANES REQ'D BETWEEN 7-9 AM & 3-7 PM WEEKDAYS. #2 EB LANE MAY BE CLOSED AT OTHER TIMES AS REQ'D FOR CONSTRUCTION. ' ~ . J;:? ·;;,-I (IN) IN \\ / •~I 1',...,, '-...., ~ -.:::7"" G .§ ---..... • I z.... ¾ "'--.... "'-.. ~ , • . CLOSE LANES, PER CAL TRANS ()~ No TES ---..... 1 1 • "'¾'¾ ........ • "'<;:--✓---./ STD. PLAN MODIFIED T-11, FOR r... -----------------------------,======--------------------------........, ; I "'~s, ' < (!!::!) CONSTRUCTION OF CORNERS. u -........,.......,.-1 ~I '-...., "'~"' ', "' L ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, , , 6. EXISTING TRAFFIC .SIGNALS SHALL OPERAll:: WITHOUT. INTERRUPTION --.._ ,,.--. • ¾¾~¾ '..., DELINEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE ~ • · . ¾ ¾ ' LEGEND INSTALL SIGN AS NOTED. DELINEATOR ~ SPACED AT 50' UNLESS OTHERWISE NOTED. INSTALL PAVEMENT ARROW AS SHOWN. SANDBLAST CONFLICTING STRIPING NOT REMOVED BY IMPROVEMENTS. PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL-PHASES PLACED ON • •• '-..._ ...._ • ¾¾¾¾ '. ', , FORTH IN CALTRAN'S "MANUAL OF TRAFFIC CONTROLS" RECALL.AT LOCATIONS WHERE LOOP DETECTORS WILL BE DAMAGED DUE ~ , ¾ ¾ , ' MOST RECENT EDITION. TO CONSTRUCTION WORK. AUll-lORIZAllON TO PLACE SIGNALS ON '-..,_ ¾¾¾¾ '-, FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ~ ¾~~"-'-, 2. AT ALL APPROACHES TO CONSTRUCTION AREAS WHER.E AN OPEN TRENCH ENGINEER OR POLICE DEPARTMENT. "'--'--. ~¾ , '--. EXISTS AND/OR WHERE THE TRAFFlC DETOUR WILL BE IN EXISTENCE '-..,_ °"~s,, ..__', . DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE 7. VEHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT ~ ">.,;;>s,, ~, EQUIPPED WITH LIGHTING DEVICES. WHEN CONSTRUCTION PRECLUDES SUCH /iCCESS FOR REASONABLE • ¾ -s: '-. PERIODS OF TIME. IF CONSTRUCTION. RESTRICTS VEHICULAR ACCESS ~ '--. ¾¾¾¾ ',. ~-. . 3. THE LOCATION OF All SIGNS SHOWN ARE ONLY APPROXIMATE AND THE TO PRIVATE PROPERTY, RESIDENTS AND BUSINESSES AFFECTED SHALL ¾~¾ '-, EXACT LOCATION SHALL BE DETERMINED IN THE FlELD BY THE BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO TI-IE llME, ¾ s,, , ENGINEER IN CONJUNCTION Will-I THE CONTRACTOR. DATE AND DURATION OF SUCH RESTRICTIONS. ......_,_ . • , · ¾¾¾¾ '-..__ 07 '"'--· ........ ~~ '-4. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (10'). 8. IN AREAS WHERE TRAFFIC ·CONTROL NECESSITATES OR AT 'THE >/<,> C'7<1;:,...,.. °"s,,">s,, '- REQUEST OF TI-IE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST '1of-,1 ~ ¾_,,-,, 5. TRANSl110N AND TAPERS SHALL BE A MINIMUM OF 50: 1. AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY 'THE ENGINEER. ''., RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED BY THE • ......_,_ '-.., CONTRACTOR AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. IN ......_,_ . -~ w (_') z <( O:::'. 0 LL.. 0 r I-z :) 0 u i ( z :5 a. -' "' 0 z f:: 0 z w 0 c., 0 «: u In t::: «: f:: ,, w 0 0 > 0 0 + IX Ol. <D. 0 ~ U) (/)' 0 .... :::) 0 0 (l_ 0 0 2 + -<( "' <i. 0 .... en ·rovals . Plan No. Sheet G-30 of. 41 >-CD Q) +- 0 . Cl rll C 0 rll ·-> Q) 11': . E >-V) 0 m ....... .... '~ .. Q) ..,_ 0 Cl 0 -, en .. C )l: 0 .... Cl Cl en ::;: .. C O') ·-rll Q) Cl I ro (.f) I ~ I ci I vi _[ ____ I __ - _I __ ================ C18L~--= = == = C17(25) _--r -I-_---- I I IN I . I I I I I I I I I _____ I_ L[) - ------0 - . - ---=-==============-============= 0 -------------·-----~--------------______ o_ --·-------------------------- I I I I I ro z • O:::'. • (.f) I - I I I z r'. (.f) I ___ L _L -. .-_· 1-_- == I ------1 I I I I _ INSTALL TEMP.@ I I I- I I I I I I __L _L =,=-1=. ---------' ---------1 -- -----------------------I 41 ---------------:rr--~fr'J I =---------------------.fr~[ . ll I , - _J 0 1-(.f) a:: ro z • I-en i _) I I I I _j _ _150 TAPER----------jOi- --------: --::. -------_!L ~ =r=,==== ==,=--,== = T ~► @ @) fill @ I ffi I I I I n I I r--: a:: • (.f) LEGEND INSTALL SIGN ON NEW POST UNLESS OTHERWISE NOTED. INSTALL PAVEMENT MARKING PER CALTRANS DETAIL NUMBER. SANDBLAST/REMOVE RELOCATE SIGNS AS SHOWN CA TTRACK 1' WITH 10' GAP' 4" WHITE DELINEATOR -SPACED AT 50' UNLESS OTHERWISE NOTED.' FLASHING ARROW SIGN I I CD z I I") I r--: O:::'. • en I I I I I I __J I o I I- en I a:: rn I. l4 -' I ,. I CLOSE LANE PER CALTRANS STD. ~-PLAN MODIFIED T-11 FOR CONSTRUCTION OF MEDIAN NOSE. ~ CAMPUS __ DRIVE \ L:\ ':~ -_ ~""-_-_ -~--'[ -~-i-~---x-·R28 _---=.y~ -~~--_--_-_-_-y --_ ~-◄!~1(s)_ =--=-=:s..,._·____,_=-=-~:.__;__y ~-I Y..: - - -- I t I I _[ I \ / t I I I I ~ ~ -------_____ -__ ------------------~ -__ -----------------------------~ ----:=----=-=--I i-------:- 1 -r------ 1 ---------------------------------------:;;-' :::::-..... / 3 EB TRAVEL LANES REQ'D BETWEEN 7-9 AM & 3-7 PM WEEKDAYS. #1• LANE MAY BE CLOSED AT OTHER TIMES AS REQ'D FOR CONSTRUCTION. N , ~ -= ~ / ----- 0 OJ + U) i (fl DETAIL FOR -~ -. CLOSURE OF --- 20 -COUNTY OF ORANGE N CITY OF NEWPORT BEACH -. ::: ~B·· --- --r--: ~i;-=-----=-~=sJ __ -_-"" ___ , -~v4'--==---_-_--_-_-----==---------c,T ____ ,i_',--c---C.17(BACK) -\ ,. \_ REMOVE TEMP. STRIPING INSTALL 4" -IN SOLID WHITE TEMP. STRIPE ; 355' TAPER TO JOIN EXIST. STRIPING -I I 355' TAPER TO JOIN EXIST. STRIPING #1 E~B. LANE 1. ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION, PHASE' OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CALTRAN'S "MANUAL OF•TRAFFIC CONTROLS" MOST RECENT EDITION. 2. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DEUNEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. 3. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. 4. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (1 O'). 5. TRANS!llON AND TAPERS SHALL BE A MINIMUM OF 50: 1. DRIVE NOTES 6. EXISTING TRAFFIC SIGNALS SHALL OPERATE WITHOUT_ INTERRUPTION AT ALL TIMES. _PRIOR TO THE START OF CONSTRUCTION, THE . , CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL PHASES PLACED ON RECALL AT LOCATIONS WHERE LOOP DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. 7. VEHICULAR ACCESS TO DRII/EWAYS SHALL BE MAINTAINED EXCEPT - WHEN CONSTRUCTION PRECCUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOllFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE llME, DATE AND DURATION OF SUCH RESTRICTIONS. - 8. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEE_R._ RESIDENTS AND BUSINESSES AFFEC.TED _ SHALL BE' NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIO_R TO POSTING SIGNS. N f': Cl I m I 0 w (.') z <( . ir• 0 LL 0 r 1-z :::> 0 u z <( ...J a.. ...J 0 0:: f-z 0 u u LL. LL. <( ~- PE 0 ~ w Cl <( f-. (/) - AP, w > O::'.: 0 (I). :) ()_ 2 <( u ·- / rovals. Chief >-CD (l) -0 Cl !I) C 0 Ill > (l) 0::: '. E >-(/) 0 ~ 0 '-LO .. (l) +- 0 Cl Cl V1 :;;, .. '1J .:L ..c: u 0 ..., V1 .. C ~- 0 ,_ Cl Cl V1 :::; -.. C 0) rn (l) Cl _ ff~ac~~~: Plan No: C-'-31. .. CAMPUS 21 TEMP. STRIPING TO REMAIN - AHEAD SIGNAL -8 REMOVE TEMP. STRIPING LEGEND INSTALL SIGN ON NEW POST UNLESS OTHERWISE NOTED. INSTALL PAVEMENT MARKING PER CALTRANS DETAIL NUMBER. INSTALL PAVEMENT ARROW AS SHOWN. SANDBLAST/REMOVE RELOCATE SIGNS AS SHOWN CA TTRACK 1' WITH 1 O' GAP 4" WHITE DELINEATOR -SPACED AT 50' UNLESS OTHERWISE NOTED. INSTALL PAVEMENT LEGEND AS SHOWN. -C13 IN C17(BACK) Q:: .::::) iS Q:: ~ (_) ~· ~ 1. 2. . 3. 4. 5. <DC:, ...l 0 OOz <o:z +->- OJ 0.. 0 0.. -.i-(!= :::,: f!= . (/) ll! (/) <( f--t-' z~ (/) (/) X 0 w ..:I w en z en w 0 -, < R26 -,-------,-------------------------~"'-·-• _T· __ •. ---------------. ------ -I • • • -' -----------'----------------------------- 0 42 43 I') -------=---,I------+ -"' -;:-i -----------======---. 44 -----------+-=-==-----------,--r-----------i ro ------------------------~ ES .... ... 0 0 0 0 + tO -.j- ~ Ur w z _, :r: ,U f--<( ::. 21 IN 8 INSTALL TEMP. STRIPING STA. 43+15 TO STA. 66+25 TWO. EB TRAVEL LANES REQ'D BETWEEN; 7-9 AM & 11 AM - 1 PM WEEKDAYS. #1 EB LANE .MAY BE CLOSED AT OTHER TIMES AS REQ'D FOR CONSTRUCTION. I I I f RR ) I I I I I I I I I /- ! / I I I I ! / 1 I I I I I I I I ALL TRAFFlC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CALTRAN'S "MANUAL OF TRAffiC CONTROLS" MOST RECENT EDITION. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE ·THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FJELD BY THE ENGINEER IN CONJUNCTION WITft THE CONTRACTOR. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (10'). TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: 1. - REMOVE. EXIST. _/ STRIPING I 8 NOTES 6. 7. 8. EXISTING TRAFFIC SIGNALS SHALL OPERA TE WITI-!OUT INTERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL PHASES PLACED ON RECALL AT LOCATIONS WHERE LOOP DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERA 110N SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTIMENT. VEHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT WHEN CONSTRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME~ IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURATION OF SUCH RESTRICTIONS. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. REMOVE TEMP. STRIPING 8 ' ' w (.') z <( et: 0 LL 0 >-I-z ::> 0 0 w 0 0 > 0 0 z + <( n::: OJ _, (0 n. 0 ~ _, ~ 0 (/) g, U) g z w 0 (!) :::) (.) ~ 0 0 (.) (/) Q_ 0 r;: 0 "-2 + <( -g, <( -.j- ~ u (/) Plan·No. Sheet of 41 >-co (J} .... 0 Cl . E >- (/)_ .. "' -0 Cl D (/) :::,: -7:J .:,,_ .c u 0 -, ·(/) D If) ::. .. C: Ol ·-1/1 (J} 0 ! : ' • 1 ·: . f 1.-.• ' ' .. 1,.,, ~ .. f· !> .-~-- I . 1\i··.~ • - 20 0 20 ·SCALE· 1N FEET· • J.N .. 166-32,,05/06/94 .10:52:06 • •• FILE = l:\ACADOATA\166.21\REV2\C33. -' . ' ---. . . ;, :· '-\ ,' -. -. i ;i • -0·~·~ '""'~ ..... ---~ ... 46.20 FS . ✓ i) ' ,;;;;; ' 1%<~1 ~ '::-,,.°" ~~ /.• / /'-"5 ' I """ / ,, / .. ~,-,. - . ~;:-"::::t :::::·:··:. / r--. \ .:JJ· ~~· ' ' -,,.~·-,--_, I, -·•:" ' ;. .> \' -· ,, . A.\,? • y \ >·....,__~}::\;'" -~ _, > ' -. -: ✓' \,,(""-., .. 4'iCot sw 57.06' \£ff ,'./: JOIN .FLUSH • 'STA, 56+45.00 /73.00' LEFT CORNER PT. AC PAVEMENT, ., \ . ' \ -, .. ' ,,, ~ .. \ ' • . PROTECT EXIST LIGHT . / , ... , .,,,, ., . o•= ,.,,,. - -.. -"ff .. ___ .,... '-', ; LEGEND 'BLOCK OUT' STRIPING LIMIT OF AC PAVEMENT AND STRIPING "' , v:;,,:;:;.: '" ,- ~-,.;(, .,.,-·• :, __ ;_,.-·. '' j f _, - ' :...."-~.-~-•-"" i L • / i GENERAL NOTES . . . . f .. J ! -- • I ' • i i ' FOR EARTHWORK AND QUANmlES CORRESPONDING TO THE T.I.C. PARKING LOT, USE CONTOURS LOCATED. HEREON. MINOR ELEVATION DISCREPANCIES MAY BE PRESENT BETWEEN THE CONTOURS HEREON AND THE CROSS-SECTIONS (SHEETS C-8 AND C-9) DUE TO RECENT GRADING ACTMTES AT THIS ~~oo: ... · ....... · .· .. CONSTRUCTION NOTES 0-REMOVE EXISTING AC PAVEMENT ~ CONSTRUCT S' AC OVER 9" AGGREGATE BASE CONST. 4" THICK.AC WALK (10' WIDE) TO CONNECT PARKING . AREA TO BACK OF WALK. MAXIMUM SLOPE NOT TO EXCEED 8.33%. ALL PARKING STRIPES SHALL BE 4• WIDE WHITIE PAINT AND CONFORM TO A.P.W.A. STD. SPECS.· FOR PUBLIC. WORKS CONST. (GREEN BOOK) ! / f· ! I"'.:"\ 1988, SEC. 310-5.6. • • •. • . •. • • · • ··•··· . ~_,,r---,-'BLOCK OUT' STRIPING SHALL. BE AT EVEN 3' SPACING, 4• WIDE WHITE PAINT. 0-REMOVE AND SALVAGE EXISTING CONCRETE WHEEL. STOPS AND PERIMETER PARKING STALLS· AS SHOWN 'ON. THE PLAN. • INSTALL IN 0-~ST~wtxgN ~~iw~EfN,HE'ADER AROUND PERIMET~R OF: PARKING LOT w > •.• Cl'.:'. 0 (JJ 3 .(L 2 < u (..) -· rovals· ·•·•Pian N~. • • LL .lfl. Li.: (/l • •.. GSA 41000..:.1790 •.. ' . . -Sheet· l X X : X X 0 6:i w (/) ~ 0 w Cl'. (/) ~ ~ Cl'. ,O w "' "' ~f I "' -0 .l. I - ::,c: ::,c: l) 0. -:, -:, ""-·· I >-1 >-om CD w ~8 D w ::> z I :it:: 0 c.,; (J ..J (/) ' w <(Wi I 00' (.) 0::: w (!) "' Z· w w .en z '3 (/) z -w ~ t • w u ..., 0 0:: CL z ::r: 0 J z 0 ~ f-a::: 0 a_ V) z. c?. I-. u.. 0 f--z w ~ I-a::: <: Q... w 0 • 0 EQUIPMENT SCHEDULE STANDARD STANDARD SIGNAL MOUNTING AND PLACEMENT 1-------~-~PLACEMENTi----------~----'---l PPB/ LOC. TYPE MASTARM DIMENSIONS VEHICLE PED. DIRECTION SIG. LUM. A. 8. POLE · MASTARM SIGNAL ® © 24-4-70 (E) 17-2-70 (E) 1-,A. ( 1 O') E 35' (E) I 15' (E) 20· 1 ,s· (E) . (E) 7' 2.5' 20' 1 o· 6' 3.5' SV-2-TB (E) SV-1-T (E) TV-1-T (E) MAS (E) MAS (E) MAS (E) REMARKS 250W HPS LUMINAIRE (E) 1.1.S.N.S. 250W HPS LUMINAIRE (E) LI.S.N.S. (E) @ 29-5-70 55' (N) (N) 15, 1 2.5' (N) 7' SV-1-T (R) MAS !Rl. MAS R ¢2 MAS N SP-1-T (N) 250W. HPS LUMINAIRE (R) --W-(R) 1.1.S.N.S. (R) m [}J . © ® 1-A (1 o') (E 1-/\ ( 1 O') 'E · 16' 7'. 2.5' TV-2-T (E) -w-(E) SP-1-UM ·-W-(E) (E) © EXISTlt~G MODEL 170 CONTROLLER ASSEMBLY IN TYPE 332 CABINET. i~~ -- (E) - NEW EQUIPMENT REUSE EXISTING EQUIPMENT EXISTING EQUIPMENT CONDUIT NOTES /~\\ EXISTING 2 l~~CH C. MT & /\ /g\ & /4'\ ~\ 1 12\ & EXISTli~G 2 INCH C. 9-DLC EXISTING 2 INCH C. 4·-DLC c,c ,)J EXISTlhlG 2 INCH C. S!(' . '-' EXISTING 2 INCH C. 2-DLC EXISTING 2 INCH C. 3-DLC EXISTING 2 INCH C. 4-DLC EXISTING 2 INCH C, 2-DLC 3--~6 (SERVICE) • 2-# 10 (SIGN ILLUM.) EXISTING 2 li'JCH C. 2-DLC 3--#6 (SERVICE) [I) POLE LOCATION @ · . . !Rsj EXISTING 26-4-70, jFAj QJ NEW FOUNDATION DETAILS ES-4B • JRRj MAS~5), MAS(.02), SV-1-T(¢2), 1.1.S.N.S., PPB(,02), 250W HPS LUMINAIRE EVPE~2) [R"s] SP-1 ~UM(,02P) INSTALL NEW 29-5-70, 55' MA, 15' LMA, MAS(¢2), SP-1-T(¢2P, TYPE A PEDESTRIAN HEAD) SIGN MOUNTING DETAIL, DETAIL U, ES-6T [I} SLIP FITTERS FOR MAST ARM MOUNTED SIGNAL . HEADS SHALL BE THE BRASS OR STEEL TYPE. 11 ' 1 1 ' 11 ' 1 1 ' PLACE SERVICE CONDUCTORS • IN 11/t• INCH CONDUIT. FORM DC-OE-90-PF (REV. 1/811) ., ""' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 . ' . .,,,--EXISTING FENCE J • AWG SIZE OR CABLE SIZE 10 6 b. CONDUCTOR .SCHEDULE P CONDUIT SIZE AND RUN ~ CIRCUIT 2" 3" 3" 3" ~ ~ ~ &ffi&&&& 2 SIGNAL 3 5 SIGNAL 3 6 SIGNAL 3 3 3 6 8 SIGNAL 3 3 3 2 PED SIGNAL 2 2 2 PPB 1 1 2 PPB COMMON 1 1 2 SPARE 3 3 3 6 TOTAL 9 9 10 2 27 LUMINAIRES 2 2 SIGNAL COM. 1 1 1 2 TOTAL 3 3 1 2 2 SERVICE 3 3 2 LOOP 3 3 '01ST COUNTY ROUTE 12 ·ORA· 73 4.8 . ~ ,-~-:'3/'7/l?ftf- REGISTERED CIVIL .. ENGINEER PLANS APPROVAL DATE 1 1 oFESS/ C. KISSINGER ~ . 47482 " p 12/31/95 *,~ CML • OF Cf>.\,' LINSCOTT, LAW . & GREENSPAN, ENGINEERS .8989 Rio Son Diego Drive, Suite 1'35 San Diego, .ca 92108 SIG:-6058.DWG •• ¢5_J ¢2 ... TYPE "B" 5 LOOP 2 2 DLC >----+------+-----+--1----+------+--1---+---+---6C LOOP 4 4 <}----!> ¢2P 6P LOOP. 5 5 BC 2 3 5 8P 2 3 5 DLCM EVPE 12 1.1.S.N.S. 2 2 2 INTERCONNECT CABLE 6 PR 19 2 TOTAL CONDUCTORS CABLES 14 23 20 15 58 I C) . I . ' CALTRANS -ELECTRICAL SUBMITTED BY REVIEWED BY I REVIEWED BY t-I ~--~- . . . . • . . cu . DATE • PHASE DESIGNATIONS. EMERGENCY OPERATION FLASH ALL PHASES RED MODIFY ·SIGNAL AND LIGHTING EA ~ ~· l \ } j j' 0 ! . , 0 1~""-=-' •' ~"-i••••.Mv~->'~-''""A~'''" LOT 16 0 0 0 J ~~-,--.. =-.,..,, I lOT 15 I l 'ii ~ . ' , ,?1()~ p;fAI U#l!i' .q671/fq o/~ f~ . . /M?V' I . ~ ~ ~~xz~' p,:,f?l'7N1 w/ ;2 •/II ,f CPN1f • ---~--=~-=--v• -_,_..-----. --"----: ..L.----~,-:-;_::.::.:_.:-.=-~~:~~ At wnvs mm11. 1.c---•• P>:111'!' ,m ,1111SH mM( /,Hf) . ~~:"',-i•e.:~~~\'v4-_ • ,.,.. ~ • ••' -• > •••• , -,. " • »~CAP ,~) -+ c,,µr.-- "" 8 r1 Ct>Ne. IIU<%1i' IPA" a,!lQIJnn>(J, 6-~---M c,eu,i, c,N"-Y ,;t,, v.e;,,,r _,.,.)11'1,. (P 4-f!J' ,;/.::, t, ,f;. ,;PW/It:<. ; .,i.· ""' --~,-~. ~--~- ' j • ' / CAMPUS DR/Vf ~-ncu:s, r,:,.6~/r,l,:J,§',S' .c.'.t{,J.2t'.'~.X v1j 1J.1:.e:P ~r /N .zi4' c,:,,r.tNr _:,p,9,::e ~ ;,;;; 'ti.ii. m,n. f. . • ' I I I f I i , ! I I I I / / I l I / ' I LOT 14 57 +-- ' ' --- ;· , / I ----- 0 0 . • --------Xq /4..,;;.ms c-,;,/7/;g /;.,;m c,:,H!";;,c/,;;,. f-'!;) ,f;f,,,,//,p,1 1<1/ fPz;;,,,va O/ 3•,1c • r---f/14-t'.._L..-,,l.,,-'fv.i#-V~),9.,a::,,,;/ce ~c?dl/#1 ' .. { / 8) "f.;1 e 7 /dn o/ n/'f ~/ a a; :2.,11e1c-: LOT 19 . ' 20 10 0 20 40 SCALE IN FEET - 59 +-- .. *·, '·",~ ~ ..____ -~ . .. ,,.-., •• ·,.I .. / / PETER .BEAUDETTE MILES LANDSCAPE ARCHITECT 22831 BELQUEST DRIVE / EL TORO CALIFORNIA 92830 (714)77<r'143S J.N. 166-21 x/x/x w (..!) z <( oc 0 LL. 0 >-I-z :::, 0 u ~ - (.? z z w 0 3: w > 0:::: 0 (/) ::) 0.. ~ <( u w 1- (J) _j <[ u n::: w ~ ~ 0 u t "- "' ,__ . '1-- I I i ' i ~ I ~ 'Ii * §_ "' ~ ~ ~ ~ "' \I)· ~ z :5 a.. w a.. >-CD CD .... 0 C Ill C 0 ·-Ill -> CD 0:: . E >-(/) 0 en ' <;f" ' l(") •• CD -" 0 <( ~ Oc u, ~ co z z . ~ C en ·-Ill (I) Cl rovals Plan No. GSA 41000-1790 Sheet L-1- . j. LANDSCAPE NOTES f .. MiDSCAPE SF-ECIFICA1'10NS Tha work ~overed by this section eonsi&t$ of furni!h!ng all labor, materials, e i ent, tools ~nd perfor'l':Un; all oper~tions required for p;a~ting. ~n . ~e~L the work includes furnishing soil for aarth benn.s, fl.nuh grading, ~oil preparation, soil amend!rents, planting of trees, shrubs, ground cover, installation of red~ood headers and maintenance of all planted materials, during installation and maintenance period. Landsca~o Contractor sh~ll furnish and install sandy loam topsoil to bring ' 'ii• d Fi·l•h g~•d• of qround cover areas shall plantable areas to~ n Su gra e. ~ ~ be 2• below adjacent curb or sidevalk~ FINISH GRhOES Finish grades shall slope uniformly to dr.ain Without wat~r poCkets or. ir- 1 <ti ~nd shall conform to the intent of the drawing. _All ~esLgned -~!b~ fI~e~e!nall be roaintalned and modeled as required to allow unLm?eded flow of surf~c~ waters to drainage structures or outfalls and a~ay from structure. Ft.Mr!' LIST FOR co:NVEN!ENCS. OF CO?JTAACTOR All plant material shall ba guaranteed for a period of six months. ~,84!:,'70 /;JS. d'j.V,11,.~lfTe1:' ~ .,,,.,,_,, ...,P,Ai'?W-"N,-J.e. ~.,,>t ..iH&Vr.tV~ • . IruuGATJON SYSTEX. The system "shall be fully gua~a~teed for a period of one year. Any defective material or poor wod: .. "l'.ansh1p shall be replaced 0 ~ corrected by c.,e irrigation contractor ~t no cost to ~e QI.Iner. ~pan cow.pletion of instaH.ation provide °"1ner w1.th a repr:oduc1.ble _wt of as built dra~ings~w Contractor shall maintain landscape installation for a period of 13r;(TV d3yS after final approval by the Ow'ner- SOIL PPLPARATION SPECIFICATIONS All .u;eas to be t\lrfed or planted shall be thoro:Jghly cultivated to a depth of not less than (6} inches. Incorporate into the top (4} inches of ~11 areas to be planted: All Purpo~e Plant Food 16-1£-6 at the rate of 30 lbs. per l~OOO sq'-l<u;e feet. th t suoer 1:ron Plant Food 6-6-2, 15'1 Ix:on, 22\ Sul"fur at e xa e of.20 lbs. per 1,000 square feet. ~GRO-POWE.RR organic Fertilizer at the rate of 100 lbs,. per 1,000 sr,. ft. Nitrified Sawdugt at tne rate of 3 cubic yards per 1,000 squa~e feec, Backfill for all trees and shrubs shall cPnsist of three p,i.rts of.soil:1 one part of organic fertilizer (Kellog9's Nitrohumus or equal) thoroug., Y mixed. :Each ::;h:rub and. tree shall have llgr!.form,Planting Tablets, 21 gra..rci, porated into the backfill at the follow1ng rates; 1 gallon .5 gallon 15 9a:llon 20" box 24.'" box ····································••,·· ···············--········-···-·········· ---·-··········;···················-····· 2 tablets 4 tablets 6 tablets a tableta •••·•··••·•·••••·••·••••··••••··•••·••••10 tablets .... -·~·· -~-.......... ···-·· .......... . incor- In addition to the &bove, 10 days before end of "!Jt)f.,Y DAY HkINTE!.ANCE: PERIOD, epply commercial fertili~er ~Best~ All Purpose Plant Foo~ to all Ground Cover areas at t,l.e rate of B lbs. per l,000 sq. ft.; apply •B~STD TUrt Supreme 16-6-8 t.o all turfed areas at the rate of 10 H~s. per 1,000 t.q. ft. Pt.ANTING Shrubs l!.nd trees _shall be planted in pits at }.east. l'-D"' _greater in dia- meter than their ball of earth and at least 6~ below t..he bottom cf the ball. When the plant has been properlY set, the pit shall be filled to the required grade with prepared soil, thoroughly settled by t~~ping and watering. In 9r~1.1nd cover areas a mound of earth shall be formed around out.s.icle. edg:e as to produce a shallo,,.. water basin. TURF-SODDI t;G After preparing soil per specific~tian~, level areas smoothly with a drag or rake~ Prior to sodding, apply water· to the. areas to be sodded approxim1'1tely four {-0 days prior to the_ sodc'ling or as required to produce opt:i.r.:= ~iature content tot.he bed~ Follow-sod grower,s specifications for laying sod. TREE STAKING SPECIFICATIONS For 15 gl!illcn or Luger tree:s, provide a 1-3/4" .(minir-,uro diaroet;.er Lodge Pole Pine st.ake with a rninirnum of two (2) trun .. 'lc ties p,:,,x:; tree. The t.r~e tie wire shall ;be 9 gauge with a hose 'tree t,:-unk. protect.or. Tae stake shall he 12" ~•,1ay fI"Orn the treetrunk .and exter,d fro::n t-.;,o feet below root ball of tree to one foot into head of tree. Stakes sh~ll ~c full treated with copper napthanat.e; G?.EEN COLOR, minim= of 10' in l_ength~ _ _ _ . _ W.'INT.CNMCE DURING INSTALLATION AND '5rxry .DA.~ HArnTEtlANC:E FEil:IOD 'l"he Contr1'1Ctor £hall continuously maint~in all areas included ~n Contra~t during the progress. of the "10rk and until. final acceptance of installati.on. During the progiess of the landscape developrnen~ in!ta.llation and .Day p.z. intenance Period, the Contractor shall :r,,ainta:i.o ~11 planted. areas by means of continuous -..ratering~ 1-'_eeding, rolling, rr.ow1.ng, _resodOi..ng,. cultivation. (weed free), spraying (insects~, mulchiag, tr1.mmin9, ed?i..ng, rodent. control, and/or any other operatior. nec:ess"'ri' for the pr-otect1on, health and .:pkeep of any-material instal!ed by t.he,Lar.dscape Contracto.c. GENERAL REQUlREP.E.flTS Contractor shall contact City prior to doing ~fll' wort: as to St.an~ard Pl1::ns and Specifications 1rnd Pe~its: .requii:c-a. Appr0v~l shall be ob~1un~d; f.x:om City of llll proposed Public Street. 1<1ght-uf-Wa.y ir:i,?:ro,•e;r.ents, __ lr,clud_ng, but not li.nited to lanclsc-apir,g and i:rrigtition syste.m ?1ans of t .. hc pi!Z'k""<!Y. -,- • . . " F ~ (/) UJ . UJ ' a: \.. I- -' --' • ~ CJ (") (/) -0-ID ::::> a: i,i (/) UJ z > ~~ . (.) ci I I! I 1 \ Ii 111 I I[--. ' I I •. . ' . . rtJ ..J <( :::J z z <( z ~ . -- 51 52 ;--- CAMPUS -DRIVE - 0 :1--__ ,,,, q • __:.0::..---·c;;rO •• 6/RJ!fWA/.IL f <-'<~,, ',,. ~%" -- . I •' LOT 18 LOT 17 t I i I ' I i I ! f " I • _.,,,. i I • ' ; 1 ' INVE'NTORY " .; ' PILANT (QUANTITIES FOR THE CONVEfllENCE OF THE CONTRACTOR ONLV,,IVERIFY ALL PLANT COUNTS, SQUARE FOOTAGES AND SITE ;CONDITIONS IIV PLAN CHECK AND flTE INSPECTION,) ' ' . . ' i' ' ' H QUANTITY HEIGHT SUPPORT. . . . ii BOTANICAL NAME, .. COMMON NAME WIDTH REMARKS s1ie l'LANT , ~«-~,' ~•_.~ . .;ALI PIT! I' • -., .. , . , ,,,, '''-' F ' , ... ,.,, .. I --. ----£,,;,,,;,8. C 3n1 :;:,/ A .-'f?/1 $1 !;!, ,KEO .--UM rA /f?<M.t-?, ,~-: . .z::--.,aL•....:r l'V,b,1.-...... ,!;15.::, -"'"6(K~ P/.:!'-, :t r?.it?"e,,Jt :r; I •Z . . n , i i . i I f " ' , ' -" ' ' . ' i ' A .. ~~.;;_;4;.,, , " L,/t,Y-,1P•-'t, N/'4 -i /6Rt-! :51"t1T -,,v·s,r,s- .U' ., ',11-, , .. ,,.,, ... W/l.· • -P,r</V/r ,~: 5:Vtc, : ! . 'j_,:J::iil "'~d.1n.,,g -ddmeJS Ii oili' //£A"=•,:,,./ "-P.Mo ~ • • .,., -•-., J /'J,, ,_,,_ 6',6,,.-.,, -""h.-.-;..,,,, a,,.,. ,t:,w,,q,e,,:: ·me/RA ,4,.5, '5<5;/fZ,, . ~ /7,M'1VHBZJ t? 2':I" ' . .',;..._,,t,lt"".DIS ) •.• '5,1;/!Z, ' .-'?-A/£: ,;,vp,-., #,"lrvT,W);{JA.J ' f i 'x. " ;g c,..,.,...-sf,v,.,· tJont/7,,,,+A' , .... :,' ,$,ff, . -f. -I , ~ ;> i ' --• .. ' . ' I• -.,., . i ' ' ' J .. ,,...,,.._ . .. i i . . ! . . . ·' ~,. __ . " i i . f : ·•. ! ' ' ' .. .. ! ...... . ""'"" . rc:r//JR/J/7C/$1'P5 7,rJ, C'~.,P";?,';, /;,_ ~?,!!!.<✓ /VY' -/4,.l!t.,. {;r 57?1nT ,/. 0/,0 WcvAa. •••••· . . •' ... .. ! i . . ..... , SQ. FT . &.nRM. SPACING {//a.. ~ -ur.:i a:t,,6172 ~ m .. --·· .. •ss••• •-•-•-•----••-•-• .. • ----.. . , ... !l!§P' ;....'." 7'>,Zb'!net:J (<)/ 2',PP/>-" . eij,;,;z-a,-,,a H?tT:i'P~A //t'/linc.,J .,,,,_e,'/,0/if,/t:i A:A~t/iJ I t!llJO D-"'lli?7.J Cliff/,,,_ /:2~~c. ! ' ,i ' ,-.,Jfed'er:a .n.,p/,,,\L ~ h/,J,; _,./.,q,4",i/'5 I J/ 1/ ·""" ,, .,. -~"'&/: ' ... ,, . ._. ' "'"-· ~; f . ,,., . QUAN SIZE COLOR SEA,,.nN .. .... , . ~-·· ... , . . . . ·-. v_, ·-....... . . - . Ila. FT, FORII ... . APPLIC .. RATE •. , .. ' ~ "71-/t:' ,A../ ,r; .,.,,.a -·-,r;:;~00 ~,:;,o -. f / 1' • • ' ., .. r --nev~ rvb~/dt?:r;a -C/7Y 5T.,Ai:,:ET ~e ••• (t;,) !Z+" .l!k:')( W j P44? AaJT SN~..s;,:z. C~ ·/N. __ fi!·'X-'I" CUT17UT 6 ~ ;:;,,c-g,1/J ~✓PA:WAL.it ,.~.-~ •' .---,/ /11.AMjt/P~.,?T -1?PP •• r .tlJHr.,PnF z~ •/ scc>PE -,see err/?) ; . I J I ! i l C SECTION ; MINIMUM OF TWO ne:s /TOP a BOTTOM) USE TH[RO Tlf ~r-~w~~~'.,_ ___ WHEN' NECESSAR)' fO HOLD TREE !N STRAIGHT UPRIGHT A POS!TiON, ~CINCH 'f/E~ WRAPPED AROUNO TREE 6 ST/I.KE" TO FORM A FIGURE EIGHT Tlf. ONE FURRING Nt.il DR!\/EN IN SACK OF STAKE Ir-I MANNER TO LOCK TIE 6 HOLO IT UP TO STAKE. LODGE POLE" P!~E STAl<E COPPER NAPHTHENATE IMPREGNA.TEO 12 LONG FOR 24~ SO~ SJZ:E CONTAINER, --jf--~l'f"'ii,,#----Pt.ANT ffi WIDTl--1•2.XROOTBALL WIDTH r"t!-1;,,--3"'HIGH BASIN ( SEE SPECS) BAOOU M• TAMPED 8AO<FU B£W.V ROOTBALL NO'TE1 TES TO BE SEOJRED TO AVCCD SLIPPAGE Pflf.vAUiG W'.'ID, ~ l"Ct..EAR FIGURE EIGHT 0 TYPICAL ~;AKING DETAIL a.r.s. 20 10 0 20 SCALE IN FEET 40 I . I ' LANDSCAPE DETAILS 0 DEEP ROOT CONTROL BARRIER-PLANTE~ FOR 5 GAL.•IS GAL TO 20"' ROOT BAtL {TREE WELL APPL!CATJDN) 1 __ SPECIFY UBP24-6 onr"OCTIXM'R<lt --0, • \/aP~l./) PLANT PJT DIMENSIONS CONTAINER SIZE A • C ' GALLON ... ,.. 5' 2 GALLON ,.. ,.. ,. ' GALLON ,.. , .. •• 7 GALLON ••• ... •• 15 GALLON , .. ... ., , .. BOX .,. 24' •• 24• BOX .,. , .. •• ,o· BOX ,.. ,.. •• ,., Box ' .. ... / .. 12· .,. BOX 78' ••• ,,. 48' BOX ,o• 48~. ,,. 5-4. BOX 102• ••• ,z• • 60" BOX 108' 54' ., . 72 • BOX ' llO~ ••• ,.. ~ TYPICAL STAKE -SEE STAKING DETAIL FOR SPECS. r*!!H "CINCH TIE" WRAPPED AROUND TREE AND STAKE TO FOAM A. FIGURE ElGHT ilE. NOTE: ONE FURRING NAIL' DRtVEN IN TIE AT BACK OF STAKE IN MANNER TO LOCK TIE ANO AVOID SLIPPAGE. FURRING NAIL TO SECURE TIE. TYPICAL STAKE TYING DETAIL N.T.s. J.N. 166-21 x/x/x PETER BEAUDETTE MILES LANDSCAPE ARCHITECT 22831 BELOUEST DRIVE EL TORO CAl.!!'ORHtA Q2630 (71"}770-1436 w (!) z <( et.: 0 I.J... 0 ~ z :::, 0 (.) i ~ <\; ii:; '::;-- C) z z w 0 5 w > 0::: 0 (/) ::J ()_ ~ <( u w f--' (J) _J <{ -u a::: LLJ 2 2 0 u z :3 a.. UJ .....,, -(/) w a.. <( u Cl) Cl z j Approvals PE Chief ( Plan No. GSA 49000-1790 Sheet L-2 >-CD II). -C Cl Ill C 0 -Ill > II) a: • E >-(/) •• II) -0 Cl .. C: 0) ·-1/1 CD 0 ·oz:.1•" aM'" 0 0 0 rh - ------~--i r '~•· •• ,·~··-----. ""w' •-'•••,••">,;,,v.,., /&--,., JO I" f . J!Q,;fo/ UICAl7l)N ,< ~ C,k(. i ; tQl"PI t?f/,'N elZ-,:_ _ ··~--~ \ \ ! ! \ LOT 16 0 0 .Q. i f 0 0 9:1 LOT 15 l I ! ' ' ' ! I I ! ' I ; i CAMPUS -· r(-:. , -_;_.---:"'.'.:~----~' - I • AIP7,:: SAL. W4 G'.G CONT/? o // G ;i? 19 G'Z..O //61<:/rY ,,(,zia,qT/e>,V . . I DRIVE - LOT 14 • / ~ ------- ·LOT 19 -- J,J / .,, ,; 59 +- i / /~~ ~l).- ~Q 0/:' // ~l' . 0, "-• o'~ -<le'>' /';- ~<-::,·/ <:o'v 0/:' ~i-J, q,,<t PETER BEAUDETTE MILES LANDSCAPE ARCHITECT· 2283 t BEL QUEST DRIVE EL TORO CALIFORNIA ll21!30 (714)770-1436 J.N. 166-21 x/x/x . • w (.!) z <( 0::: 0 LI.. 0 ~ z :::, 0 u s: w > 0:: 0 (/) :::::J (l_ 2 <( u _J <( -0 n:::: ·w. 2 2 0 0 z If( . ....J CL • E >-VI UJ 2 .}-2 U) z 0~ -a: a: .. C: ,: e 0 .. C Cl ·---'(fl (I) 0 Plan No . • GSA.41000-.1790 Sheet ·L-3 of 4 l H 18" MIN, urn. , .. #!Jc ?.?::-EAi1. LRD?:11 ::.:::~ :;r.c, !'>;;'"".:""•'!;-:'::'~ ,:;~-- OUICK COUPLING VALVE SET YUJSH IN LAWN A~A AND 1" ABOVE FINISH GRADE Hi SHRL"S FINISH CRAOE 12" JUN. CUR3 1 SIDEWALK, ~C RECTANCUUR PUSl'IC VA'I.VE BCJ. _ WT'I' /" <" V'"' 1 .. DIA UP? .,___,_ ______ _,__. ____ lOOP COMMON 'rlIRE AT EACH VHV!: lOCATICU. MAl::Z. AU. COWiEC':lONS J"iSiD';; BOX 7==1-'i'.'I .C, FIT~IrK:; SXZxS AUTOMATIC VALVE .wm l!i!~ kOlfC.m.J!ASLAS.. Ff'.B IIUNlrfACT-lffil;:'BS Bfi:;UMMFNQ&TJPHS DIRECT" BURIAL WIRES TO AUTOMATIC +---=~1 ...... _____ _ -=I--6" !UDE At.!, 4 su::res r MIN SLO E EXTEND P.Y.C. SlZnE AS P.EQUift'!D 'fO • ClZAR SLAB, l'OOTHIL ETC, CONTROLLER . - . . LEGEND . SYMBOL MANUFACTIJRER MODEL# DESCRIPTION . 0 .Q. .DI .d T,::., ,,._,,, ' ?7l!P-i1-LG /'t!JP-LIP '5PIU<'I-U.WN l 5 '7' i,p --"~ F" l 1 .STi(EA:l 3;:EELL1 ... rU -,:,.D-';;lv-u l • 570 6?-sb-18O-? * ,,;14-;zo "'"-..,. - -i... ' F --- -;2,,.jo 0 :JJD-LVC QUICK COUPLING VALVE-J/4" SIZE . 51 ; i ' 1 ! ; . I . ;' ' f ! . i G,D.M., TQ ' H T a ' ' : ·~50 ,26 i --' ; ' .50[ -' -i ' -I -.so -,· '' >y ! jf ""-i ---' - ' ' ' • I SUPERIOR I 950 ELECTRIC SOLENOID VALVE, SIZE INDICATED. ii k C.HAMP I OJJ JP AIJT0/\1,&.Tl e, GO 1-1 Tri. 0 U..eit.. _______ ..., __ lcc?P~\0XL-:.AT1: LOCA'IICN OF i:.XICTII'\G ?I?:: -MAINLINE PIPING~SCHEDULE lfO . . P .V. C . LATERAL PIPING~CLASS 200 F.V,C. --= = = == SLEEVING-SCHEDULE 40 P.V.C. B= VALVE SEQUE.NCE APPROX. G.P.i¼. . VAL'fE SIZE. -. .. . , .. -v:.tri.FY ii " ,; '; ~ • --1 r;' L•U:.Idl Ji" ii n i[ i ' '' ; i L ....... "• . ",-.,. L:!l.-.CLITION ~-' . -·-r • ·~ srn:iWAL E'l'C "f'IiHS~ GRADE SxT ~IC FITTING ,J.AR -,:X ST:U::ET EL!, TxT ; . ,,.-.·.· j_ SCH. 60_ P.V .c .k jlIPPlE. -!2iG'1"4' S RE' p-;;> P~'V.C.-STP.EET ELL TxT ?-11\R!.ZX STREET ==tt TxT POP-.UP . . . Hl-:POP SPRINKLER CAMPUS ~ " LOT 18 .. ' • ' RAD. P.S.I. '7' J 30·,c I ' •• 6' .. i-40 i l;--_1 I, r,_ -~,., I -30 .. "--~.~"" DRIVE <• .. , 52 -----· t-,... __ c- LOT t 17 ,ilE_ ..._.:;/-----'-----El/BEIER SF:UUKH?,j fs~:t SCH 80 V ,C • NiffIE vr .., .. ..xn_f ce Bo P v .c -rlFFL::: P. '-I .C, LATERAL fa;.r: } 't'"'2IA • ~ERFCRP.hs,.-;;p1::/: :.1~.:2 V '• C ••s,V<~ ,.~ r-r :;-,,..-r .,,. CAVT'r'Y w·T+~ ?/L;~ C;-J/Sl--!'E7 RQr;;v J:AL - . · ,_ -----=:::: . ?5 O::::z:: Oo t: iw ;::; ~ (j §#CO ' ' i / ' NOTES e 00 NOT Wl:i,,U'ULL'l lNSTALI, THE SY:TEM AS OESIC~D. 'n'/-'Zfl IT !S' oavrnus THAT OBSTRUCTIONS OR·GRADE D!FfEREi';cE5 EXIST THAT 'tt'ERZ NOT KNOWN DliRVIG. D;:'.SIGN1NG. 5UCH cotrtHTIONS, SHALL BS EROIJGHT 70 ·':'f~. AT'I'J::NT.!ON OF Tl-£ OWKERS AUTHOR!Z~D REFRE~EN'l'ATIVt, OTHERWISE.~ THL IRRIGATION COi"l'RhCTOR )llJ3T. ASSG€ FULL RESFQNjIBlLTY "FOR Alfi F..E'IIS::::ON:; M'.:CESSARY. e THIS DESIGN !S D!AGR,\:•Jt\ATlC: 2Ql':!:f!,XNT SHCi>fN" IN ~"'YEO AREAS IS FOR CLARIFICATION ONLY', AND IS -;o EE INSTALLED IN PLAl'n!lt: AREA 'riHEH.EVER POSSIBLE. • , . . . 8 ·u!'ftESS QT}E?.WISE liDTED1 120 VOLT EI.ECTR:iCAL POWER r'.;R CON"I'ROL~R (S) 't"O SE FROYlDED EY O?r::::Rs. '!'!-:=: IR:j'IGATTON CONT?.ACTCR 'fri!LL MAKE FINAL ELECTRICAL GONNECTlOli _1'0 AUI'Or.lATlC CO.rl'RO!J1:2{S) fii:C1 OVllZ'!' PROYIDLD BY OTHE.~S. e &.LL WPE.:::; fROf.l CtlN'TROLU:R ':'O ftUTOW1TIC '!AT.YES TO JE COFFER, iHRECT BURIAL. :>iUf, /14 GAl}i:'.. INS':A!.l. I:! SAME. TRENCH AS :itAJ:ILINE PIFING tllti:F<.!::: FOSSIEL::. Mm. CO'i"E~A:",3 OVER \1!RE :-c 2E rn~. c~·.,::,.:o:I' ,c:.z 70 BE WfU'l'E IN COLGR. CO:i'l"ROL WIRES TO BE A .JU'E"EREYl' ';CLOR f'CR Z:ACK cn:,""rP.OLLEP. '.:SED. BUrmrz Af:'D 'ZAFE. WIRES TOGZTHER ~IN. 20' ON CEOTER, e FINAL LOCATIONS fOR 2ACKPLO~f FREYENTS:R{ S) Ar/0 cm7l'ROL1ER{ S) TO 'ar; DETERJ.II:;ED B'f O'.i/NE.F.S Atr.F.OiHZ~D REFRESEfff,'\T [YE. e HIST ALL EQUIPMENT AS FER mT,HL3 . • • • P!'!OV!DE ~IN. 16" covr;;.AG£. ovrn-ALL FP..ESSViG LWES, AND MIN. L2'" COVi::.:l>.C:£ O'/ER ALL tlDri~F?..::SSURE: u:c:: ALL FlPIMi UNDER PAVIm TO EE: mr,r, SCKEDUIB i.o p;l,C. MCD TO HAVE. MIN, 24n COVEit OVER PlF!i~. IR.'UG,\Tlorl CONTRACTO~ TO FLUSH A11 LE-iES AUD ADJUST ALL H.E"ADS f'OFI: :.1Axrn1.m PE.RFCR:>'.ANCE, A'N:J TO -FREVENT EXCESSI'IE O~ESF-RAY Of ITC \"lALKS; l)R.IVE.S, 3UILDINCS AS MliCH' AS cOS::j,I?.IB •. THIS SHALL UiCLt"::E CTII'C THE BEST DEG-REE. Of ARC TD FIT ACT~AL SU'E CONOIT.IOl'iS. • - LL S RY :HEADS A-P.iAcr!lr TO FARXING IDT OR .u.om WAlXS OR ROACS ~It!. a;; li'iSTALI.ED WITH H1Cn ;:'cp~ IES. 19.SIGATlO !.ACT . • LL U:STALL-SWING CiiEC'K 'IALV'l::S OR SHU:;t; LOADED CaECY. VAL'!ES AS :rr::::.:un~;, .0 ELIMINATE EXCE-,.::. ROM lOW STR!HKI.ERS. THIS ~ILL.£.E IN ADOITIO~I TO ANY CRECX 'IALY"f.S ~Cif1/ ot_PI>.N~ 8 t1PON COMPU:TION. UiRlC.ATION CONTRACT SUFPU 't'O .. CWNER, A COMP!.ETE: SET Of REPiiOOUCBr.E RAS 31.fIL'!'" . DR;:WH-ICS. ClPAIH~CS WtLL SHC\'; LOCATION OF LL VA.LYES, CfiOSS!r-.cS, QUICK COlJr"LWC '/ALVEJ , tTC. tACH. ccr,'TROLI.ER TO HAVE ITS OWN CONTROLt:R CHART. CP.AF:T WlLL CIEARL'l ~HOW EACH AREA s:nz:,iKUD !:-1 A D!fff:Rt!tT·COtDR AND ,'liHLL BE LAMWA'i:'"ED JJ£.Tl'JEEN 2 LAYER3 Or' 10 MIL Cl.EAR Ft.AST!C. • tn:: lR"ICATlON $Y::Tt~ :;¥,ALL;'.£ FU!.l,..Y Gl';i,RANTE.En r:rn: .... rtRI•JD:Cf' 'Jf,,'E "!ZAP. i'RC?I. OAT!: or ACC:ru;::2 BT OWNLR. A~l' OEECTI'IE MATI:1'.lAW OR FOOR ~-/OK½.U,:iiIP SHALL at i\EPLACtO OR CORRECTED J't rn:1:rc;i.r:;:c~t CC:trRAC'INI-AT NO cost TO tl-U: OWtir.R~ , . ' PETER BEAUDETTE MILES LANDSCAPE ARCHITECT • 22831 BELQUEST DRIVE • EL TORO CALIFORNIA ll2630 (714)770-1436 J.N. 166-21 x/x/x • w (.!) z <( ~ 0 LL 0 ~ z :::> 0 u w 1- (J) ..;.._J <( u 0:::: w ~ ~ 0 u z ··~ ·._J a.. .w 1- -· (J) ·-a: a: Plan No. GSA 49000-1790 Sheet L-4. of 41 >-CCI (I) .... 0 0 Ill C 0 -Ill > (I) a:: • E >-VI 0 (J) ., 'd" ..... tO .. (I) .... 0 0 •• ,:, .:,t. .c u C Cl ·-Ill (I) 0