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HomeMy WebLinkAboutR_6041_SVICINITY MAP BAKER :c § ~ Q tt u ,.., "' m <( m ADAMS AVf.. w ORANGE CD COAST COLLEGE z CITY OF ORANGE CO. ::2 COSTA F AIRGROUNOS 0 ~ 11§ m MESA m z "' ~ "' ~ => < I-I " I 5 i's "' z ~ ~ ::::) m :c VICTORIA LL. ~ w > u <C 191H ST. <C i$ f-z & w u <C _J (L INDICATES AREA SHOWN ON LOCATION MAP PAc1r1c GENERAL NOTES 1. ALL WORK DETAILED ON ITHESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT IS OITHERWISE STATED IN ITHE CllY'S STANDARO SPECIAL PROVISIONS, OR IN THIS CONlRACTS SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH ITHE "STANOARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUC1l0N." 2006 EDmON AND IN ACCORDANCE TO ITHE LATEST EDmON OF THE CllY OF NEWPORT BEACH STANDARDS. 2. EXISllNG UNDERGROUND ll1lLI1lES ARE SHOWN IS PER AVAILABLE RECORDS. ITHE CONTRACTOR SHALL BE RESPONSIBLE FOR VIERIFYING ITHE ACTUAL LOCATION, AND ELEVAllON IN ITHE FlELD, PRIOR TO BEGINNING OF CONSTRUCllDN. 3. STAllONING REFERS TO CENTERLINE OF STREET. 4. EXISllNG UNDERGROUND U1lLmES ARE SHOWN IS PER AVAILABLE RECORDS. ITHE CONTRACTOR SHALL BE RESPONSIBLE FOR VIERIFYING ITHE ACTUAL LOCAllON ,IND ELEVATION IN ITHE FlELD PRIOR TO BEGINNING CONSTRUCllON OF THE NEW FACILmES. 5. ALL EXPOS£□ CONCRffi SURFACES SHALL CONFORM IN GRADE, COLOR ,INQ FlNISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETEO PRIOR TO PAVING OF STREET AND OR~AYS. 7. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFlLE AND IN ESTIMATED QUANTmES ARE HORIZONTAL DISTANCES. 8. ITHE CONTRACTOR SHALL REQUEST INSPECTION FROM ITHE PUBLIC WORKS DEPARTMENT 48 HOURS IN AOVAINCE OF PERFORMING 1W WORK AT 644-3311. ITHE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOllFlED AFTER PLACEMENT OF FORMS ,IND PRIOR TO PLACEMENT OF 1W CONCRffi FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AIND COMPARABILllY WITH EXISllNG CONSTRUCllON. 9. THE WALLS ,IND FACE OF ALL EXCAVAllONS GREATER ITHAIN Fll'E (5) FEET IN DEPITH SHALL BE EFlFECTl'IELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OITHER EQUIVALENT MEANS. TRENCHES OR EXCAVAllONS LIESS ITHAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINAllON INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. ITHE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK IS OESCRIBED IN NO. 8 ABOVE 11. ALL SEWER PIPES SHALL BE BEDD£D IN ACCORD WITH CllY OF NEWPORT BEACH STD-108-L 12. WATER MAINS SHALL HAVE A MINIMUM OF 36' OF COVER FROM SUBGRADE. 13. ALL CONCRffi SHALL BE 540-C-3250. 14. ITHE FIRE DEPARTMENT SHALL BE NOllFlED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 15. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC BY SPECIAL PERMISSION PIPE SHALL BE MANUFACTURED PER ISTM D-30.14 SOR OR ASTM F-789. ALL FITTINGS SHALL BE PREFABRICATED FlULL-BDDY ITTTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/ 4" CRUSHED ROCK FROM 6' BELOW THE PIPE TO 1 t' ABOVE THE TOP OF PIPE ,IND SHALL BE CONSOLIDATED BY JETTING JETTING PRIOR TO COMPLETION OF TRENCH BACKFlLL 16. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CllY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AIFTER CUEANING, AIR TESTING AIND MANDRIWNG. ALL VIDEO INSPECllDN SHALL BE PERFORMED BY ITHE C11Y U1lU1lES DEPARTMENT. THE DEVELOPER SHALL PAY ITHE CURRENT RATE ESTABLISHED BY THE CllY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWSE SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. 17. ALL PRIVATE WATER, SEWER, AND STORM DRAIN LINES WILL BE OWNED, OPERATED, AND MAINTAINED BY ITHE OWNER. CITY OF IRVINE UNI VERSI JY 1 ~ ~ N.T.S. U.C.I. PUBLIC WO-RKS DEPARTMENT IMPROVEMENT PLAN FOR WEST CORPORATE PLAZA YARD &: _J RESER. $" RD. 8'; FIRE/SPRINKLER SYSTEM NOTES 1. PRIOR TO INSTALLAllON, ANY REQUIRED PERMITS SHALL BE SECURED FROM ITHE CllY BUILDING DEPARTMENT. 2. INSTALLATION, INSPEC1l0N AIND TESllNG SHALL CONFORM WITH THE 1999 EDfTlON OF NFlPA STANDAAO 13 AND THE 1995 ADDmON OF NFlPA STANDARD 24, AND ITHE CllY OF NEWPORT BEACH FlRE DEPT. STAINDARDS, 2004 EDfTlON. WHERE ITHE WATER AUITHORllY REQUIRES BACKflOW PROTECTION ITHE FOLLOWING METHODS OR ASSEMBLIES ARE ACCEPTABLE: A. AN ABlM. GROUND ISSEMBLY APPROVED BY ITHE WATER AIUTHORllY, PAINTED WHITE, AND WITH THE VALVES LOCKED IN ITHE WEN POSmON. VALVES CONTROWNG MORE ITHAIN 100 SPRINKLER HEADS SHALL BE MONITORED TO AN APPRO>/EO LOCAllON. 8. DELmD C. DELETED 4. APPROVED FlRE DEPARTMENT CONNECTIONS (FlDC) SHALL BE LOCATED WITHIN 25' OF A PUBLIC FlRE HYDRANT. THE FlDC SHALL BE ORIENTED TO FACE THE FlRE DEPARTMENT ACCESS ROAD. ITHE FDC SHALL BE PROPERLY SUPPORTED AND SHALL BE PROTECTED FlROM MECHANICAL INJURY. THE SIZE OF PIPING AND THE NUMBER OF INLETS SHALL BE AIPPROVEO BY ITHE FlRE DEPT. FlRE DEPARTMENT CONNECllONS SHALL BE PAINTED WHITE. 5. PER NEWPORT BEACH FIRE DEPARTMENT STANDARD NO. F-1, REQUIREMENTS FOR IOENTIFlCAllON SIGNS AT FlRE DEPARTMENT CONNECTIONS, ARE IS FOLLOWS: A. SIGNS SHAIJ. BE CONSTRUCTED OF A DURABLE MATERIAL. PREFERABLY METAL. 8. SIGNS SHAil. BE A MINIMUM OF FOUR INCHES HIGH BY EIGHT INCHES WIDE. C. LETTERING ON ITHE SIGN SHALL BE AT LEASI' ONE INCH IN HEIGHT ON A 11. A MINIMUM OF 36' OF COVER FROM FlNISHED GRADE TO TOP OF PIPE SHALL BE PROVIDED ABOVE PIPE. 12. DELETED 13. THRUST BLOCKS OR OITHER Af>PROVED METHOD OF THRUST RESTRAINT SHALL BE PROVIDED WHEREVER PIPE CHAINGES DIRECTION (SEE SHEET 2 FOR THRUST BLOCK DETAILS). FELD INSPECTION NOTES AND REOUIREMENTS 1. A FINAL INSPECllON IS REQUIRED. SCHEDULE ALL INSPECTIONS AND TESTS FORli'-EICHT (48) HOURS IN ADVANCE BY PHONING (949) 644-3255. 2. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. CARE SHALL BE TAKEN WHEN FORMING AND POIJRING THRUST BLOCKS ITHAT FIT11NGS AND JOINTS ARE NOT BURIED IN CONCRETE. 3. A HYDROSTAllC TEST (TWO HUNDRED PSI PRESSURE FOR TWO HOURS OR FIFTY PSI OVER THE MINIMUM STAllC PRESSURE WHEN IT IS OVER ONE HUNDRED AND FlFTY PSI) SHALL BE WITNESSED BY AN tlSPECTOR BEFORE BACKFlll AND SOIL COMPACTION. ITHE TRENCH SHAIJ. BE BACKFIU.ED BETWEEN JOINIS BEFORE TESllNG TO PREVENT MOVIEMENT OF PIPE. +. THE SYSTEM SHAil. BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUB OUTS. FLOW RATE SHALL BE A MINIMUM OF 1D FT /SEC ITHROUGH NOT LESS THAIN 4 INCH PIPE OR HOSE. Af>PROVED EQUIPMENT SHALL BE PROVIDED BY ITHE CONTRACTOR TO ENSURE SAFETY. ITHE FLUSH SHALL BE WITNESSEC BY AN INSPECTOR. CLEARLY CONTRASllNG BACKGROUND. D. SIGNS ARE TO BE PERMANENTLY MOUNTED ON ITHE BUILDING ADJACENT TO ITHE S. DELETEC F.D.C. OR ON ITHE F.D.C. AIND MUST BE VISIBLE FlROM THE ADJACENT ROADWAY. 6. ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS ITHAT E. ALL SIGNS MUST STATE ITHE ADDRESS OF ITHE BUn.JJING BEING SEIMD ,IND CLEARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VALVE SERVES. IDENTIFY THE lYPE OF SYSTEM SERVING ITHE BUILDING. SEE FlRE DEPT. STD. NO. F-1 FOR SIGN DETAILS. 6. EVERY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM ITHE PRIVM£ F1ffE VMI: 7. DELETEC 8. PRIVATE FlRE HYDRANTS SHALL BE AN Af>PRCMD WET BARREL STYLE WITH A MINIMUM OF ONE 2-1/t" AND ONE 4" OUTUET. ALL OUTLETS SHALL BE PROVIDED WITH NAllONAL STAINOARO THREADS. ALL FlRE HYDRANTS SHAIJ. BE INSTALLED ON A 6' RISER. 4• OUTLET(S) SHAIJ. FACE TOWARD FlRE DEPARTMENT ACCESS ROADS. THE LOWEST OPERAllNG NUT SHALL BE LOCATED A MINIMUM OF 18" ABOVE GRADE AND HYDRANT FLANGE(S) A MINIMUM OF t' ABOVE GRADE. FlRE HYDRANTS SHALL BE LOCATED A MINIMUM 40' FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCAllON (VALVES SHALL NOT BE LOCATED IN PARKING STALLS), 9. DIELffiD 10. ALL PIPE SHAil. BE APPROVED FOR USE IN "FlRE SERVICE SYSTEM>°, CLASS 200 MINIMUM ALL FERROUS METAL PIPE SHALL BE LINED. ALL FERROUS PIPE AND FIT11NGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE TUBE. THE ENOS OF THE TUBES SHALL BE SEALED WITH t' TAIPE APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINT ACCESSORIES SHALL BE CLEANED ,IND THOROUGHLY COATED WITH ASPHALT OR DITHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLAllON. 7. ALL FIRE SPRINKLER SYSTEM CONTROL VALVES (INCLUDING DETECTOR CHECK ASSEMBLY VALVES), SHALL BE SUPERVISED BY A CENTRAL ALARM SYSTEM APPROVED BY THE CllY OF NEWPORT BEACH FRE DEPT. A ALL CONTROL VALVES SHALL BE LOCKED IN ITHE OPEN POSITION. VALVES SHALL BE MONITORED IF ITHEY SERVE 100 OR MORE SPRINKLER HEADS. 8. ALL BOLTS US£□ FOR UNDERGROUND CONNECTIONS SHALL BE STMUSS STEEL 9. FIRE HYDRANT MARKERS SHALL BE INSTALi.ED PER CIIY STAllllo\RDS (STD-902-L). 10. CONTRACTOR SHALL PROVIDE TO FlRE DEPARIIIENT A COIIPI.ETED "CONTRACTOR'S MATERIAL AND TEST CERTIACATION FOR UNDERGROUND PIPING". AT THE TIME OF FlNAL INSPECTION IN ACCORDANCE WITH CHAIPTER 10 OF Nf'PA 13, 1999 EomON. 11. ITHE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS ITHAIN 1 B INCHES AIND NOT MORE THAN + FEET ABOVE GRAD[. 12. BACKFlLL SAND SHALL BE WELL TAMPERED IN LAYERS AND WETTED UNDER AND AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFlll SHALL CONSIST OF CUEAN Flll SAND TO A MINIMUM 12-INCHES BELOW AND 12-INCHES ABlM. ITHE PIPE 13. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUILDINGS SHALL TERMINATE A MAXIMUM OF 18-INCHES FROM THE EXTERIOR WALL ANO 6-INCHES ABlM. ITHE FlNISHED FLOOR. A MINIMUM OF 2-INCH CLEARANCE (INTERSTTTIAL SPACE) SHALL BE PROVIDED WHERE ITHE PIPE PASSES THROUGH ITHE FLOOR WALL Ell:RGENCY TE• EPi iotE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY NUMBERS ( 800) 427-2000 895-0221 611 CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS 644-3311 962-2411 542-6222 542-3975 COMCAST CABLEVISION ( AFTER 6: 00 PM) LOCATION MAP FASHION &..\I ISLAND PROJECT LOCATION -~ FAfWi.or,i DR ~ 1/,.\Glj(l RU ~ :b N.T.S. SHEET TITLE SHEET SIEET INDEX .N.Q. 1 CONSTRUCTION NOTES AND QUANTITIES SEWER. . I, --1 :-" .. NOTES 1 NOT USED - 0-CONSTRUCT 48" SEWER MANHOLE PER CITY OF N. B. STD-401-L I J,0-REMOVE PLUG AND JOIN EXISTING PVC I NOT USED - 5 ©-NOT USED - REMOVE AND REPLACE EXIST. A.C. PAVEMENT PER CITY OF N.B. STD-105-L-A 120 7 ©-NOT USED - NOT USED - CONSTRUCT 4" PVC ( SDR 35) 11 ®-SEWER PER CITY OF N. B. SPECIFICATIONS 191 12 NOT USED - 1J @-CONSTRUCT a• PVC ( SDR 35) SEWER PER C !TY OF N. B. SPEC IF l CA Tl ONS 195 14 NOT USED - 75 ®-CONSTRUCT SEWER CLEANOUT PER CITY OF N. B. STD 406 L 2 16 NOT USED - -· 17 NOT USED - @-NOT USED - WAIER • . I • -fJON NOTES 20@-INSTALL 2 1/2" TYPE "K" COPPER TUBING TO WITHIN 5' OF BUILDING. 20D 21 NOT USED - 22 @-NOT USED - 2J INSTALL a• PVC WATER LINE, SDR-14 (CLASS 200) PER CITY OF N. B. STD' S. 530 24 @-INSTALL 8° DOUBLE CHECK DETECTOR PER CITY OF N.B. STD-517-L & DETAIL C/2 1 25 INSTALL 2 1/2" SIAMESE FIRE DEPARTMENT CONNECTION PER DETAIL C/2 1 26 ®-INSTALL 8" DUCTILE IRON FIRE RISER CONNECTION PER DETAIL A/2 1 27 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N.B. STD-500-L I --- 28@-INSTALL 2" DOMESTIC WATER SERVICE AND METER PER CITY OF N.B. STD-5D3-L I 29 INSTALL 2" BACKFLOW PREVENTOR PER CITY OF N. B. STD-520-L 1 JO ®-NOT USED - JI NOT USED - 32 (.m--l NST ALL 8" RESIL!!;JiL'/IEDGE GATE VALVE ( FExMJ) PER CITY OF N. B. STD-508-L 2 JJ . NOT USED . --. . ---. - ~ NOT USED - @--j NOT USED - 36 ®-NOT USED 37 INSTALL 8"x8"x8" DUCTILE IRON TEE (FE TEE WITH 2 MJ ADAPTORS) ANO THRUST BLOCK PER CITY OF N. B. STD-510-L-A 6 38 CONSTRUCT DUCTILE IRON BEND, (FITTING TYPE PER PLANS) AND THRUST BLOCK PER CITY OF N. B. ST0-510-L-A 6 ®-INSTALL AN 8" RESILIENT WEDGE GATE VALVE (MJ x MJ) WITH VALVE ANCHOR ON OPPOSITE SIDE OF EXISTING HYDRANT. 1 50 ®-NOT USED - 51 NOT USED - 52 ®-NOT USED 53 NOT USED 54 ®--NOT USED - 55 NOT USED - 56 NOT USED --®-NOT USED STORM DRAIN CONSTRUCllON NOTES 63 @-INSTALL 15" PVC-SDR 35, TRENCH PER DETAIL D/4 148 64 INSTALL 18" RCP-2000D, TRENCH PER CITY OF N.B. STD-106-L 27 65 ®--CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL E/4 2 66 CONSTRUCT 3. 5' CURB INLET, TYPE OS, PER CITY OF N. B. STD-306-L 1 67 ®-CONSTRUCT 7' CURB INLET, TYPE OS, PER CITY OF N.B. STD-306-L 1 CONSTRUCT CONNECTION ASSEMBLY PER CITY OF N.B. STD-312-L CASE 2 1 j-------------•~-- 69 JOIN EXISTING PIPE WITH REINFORCED CONCRETE COLLAR PER CITY OF N. B. ---·----~-STD-313-L 1 N01E TO CONTRACTOR QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITIES INVOLVED .• • 0 'l:f D ---0-- POWER POLE MANHOLE FIRE HYDRANT METER BOX V&VE SYMBOL LEGEND 0 TREE 00 SHRUBBERY ---'i.---CENTERLINE ----s----SEWER LINE .J'LL_ .LLL .LLL ..LLL.. ASPHALT PAVEMENT ;:;:;:\:'.;:';:):\:) -----',/-----WATER LINE BRICKWALK ---G---GAS LINE 1 · • . : . • .. • ..... _· .· ·_. I CONCRETE --E--POWER LINE - EA. EA. - - S. F. - - L. F. - L. F. - EA. - - - L. F. - - L. F. EA. EA. EA. EA. EA. EA. - EA. - - EA. EA. EA. - - - L. F. L. F. EA. EA. EA. EA. EA. BASIS OF BEARINGS/COORDINATES: WATER IMPROVEMENTS SEWER IMPROVEMENTS 2 POWER POLE ANCHOR ~////////l'.j BUILDING -TEL-TELEPHONE LINE m • " 8 0 • BENCHMARK, o. c. s. 3S-18-70 . 45 MILES ALONG MACARTHUR BLVD., FROM THE JUNCTION OF THE PACIFIC COAST HWY AND MACARTHUR BLVD., 52. 0 FT. WEST OF THE CENTERLINE OF THE BLVD., 98.6 FT. NORTH OF A POWER LINE POLE (1551458E), 6 FT. LOWER THAN BLVD., IN A CONCRETE CULVERT, SET IN THE TOP OF THE HEADWALL. 1995 ADJ. ELEV. ~ 180. 597 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF EAST COAST HIGHWAY, SHOWN AS • N49" 27' 27" W " ON A MAP Fl LED IN BOOK 10, PAGE 20 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY. CALIFORNIA. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO fY.CAVATF: WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STORM DRAIN IMPROVEMENTS 3 4 MONUMENT EXISTING CONSTRUCTION -TV--CABLEVISION LINE ---- -x-x-x-FENCE -----PROPERlY LINE -SP--SPRINKLER SYSTEM BLOCKWALL NEW CONSTRUCTION u STREET LIGHT i ,;;; • ~ CORPORA TE PLAZA WEST ~ 0 IMPROVEMENT PLAN CITY OF M PREPARED BY1 DEVELOPER, ~ STANTEC CONSULTING INC. THE IRVINE COMPANY 1600 NEWPORT CENTER DRIVE i 1rfk/d! 19 TECHNOLOGY DRIVE ·§' , ' -~-IRVINE, CA 92618 550 NEWPORT CENTER DRIVE ASSESSOR PARCEL NO. 442-011-54 ! /7_:x/_f.,,~_-\ ___ /J.~. ·, /~!~ 00 .·'li,;1')'~~/-= NEWPORT BEACH, CALIFORNIA CITY OF NEWPORT BEACH ENCROACHMENT PERMIT NO. xxxxxxx ~ 04/19/07 UPDATED CONSTRUCTION NOTE 27 QUANTIIY. SEE R[VIS/ONS ON SHEET 2. ---•• ~ f/,jliV(/ '/;le•, ...:.--:v', I u_M:.:,;O~·...L...;;D,~M:.,:;.TE;..1.. _______ .:.;Ri.;;.'E,:;.:,Vl.;;;;:'.5~.:;;;,0:.:;'NS;;;_ ________ ...J..~AP.;...:'P....;,.~D,;;,;.~;.;.:TE~-----------------...i.-----...... -M_ARio,,K...;B;,;. • ...;M,_CL-EL_,LA_,~_..;,R...;.c ... E.;., 5;,,;1.;;,;03;.;.1~(E;;,,;;XP..;.·.;;;9/:.;.;;,;0/~0~7).....1, _____ ...;.(9_4...;9)_7_2o_2_20_0 _____ ..1... __ PU...:.:,B:.LIC:..;.;W.:OAK~S:..:D:;E~PA~Rr"=wr _____ ----i~s ... H...;E;;;;;ET~..;;;;;;;1~...;0~F;_,;;;4~;..J -----~ ,·-. ,/ \/ / 1< '•. • '\. \ \ \ 15' PVC p DOMESTTC WATER LINE ",,--·• " N6(!45'()(fW 2J 147.26 L.F. FLOW _ - WATER (PUBLIC} 1 UNDE:RGROUND F1RE (PRNATE) APPROX. 4 '-o" 1 '-6" DOUBLE CHECK DETECTOR ASSEMBLY FfBCO MODEL 876 -15' (U.S. C. APPROVED) 6"x 2}f' FOUR-WAY FIRE DEPT. CONNECTTON POTTER-ROEMER MODEL 5761 OR APPROVED EQUNALENT ROTATED TO FACE DRIVE AISLE CHECK VALVE SIGN SHAU READ: SPRINKLER SYSTEM "BU/LO/NG ADDRESs" ~ct:=1:;;~-:--= METAL SIGN WITH 1• HIGH , LETTERING ON A CLEARLY CONTRASTTNG BACKGROUND; PERMANENTLY MOUNTED -....__:.:.__:_:;;,~~---:,... 6" THICK CONCRETE PAD FLOW 15' x/5' X6" VERTTCAL TEE FOR IN-LINE INSTALLATTON OR 6" -90' ELBOW FOR END-OF-LINE INSTALLATTON • ' ----~:::::::=:_-:::::.=,.-THRUST BLOCK PER CITY OF NB STD. 510-L-A FEBCO MODEL 816V DOUBLE CHECK ASSEMBLY . AND RRE DEPARTMENT 4-WAY CONNECTION DETAIL C ,, .... NOT TO SCALE EXTERIOR BUILDING WALL---.......Y F.G.', DUCTILE IRON, CL52 15' PVC, C900 PIPE PRESSURE CLASS 200 !!.QID; 4' MIN. 2 SYSTEM RISER SEE BUILDING PLANS DUCTILE IRON Fl.ANG[ AND SPIGOT PIP[ -DUCTTLE IRON BELL AND SPIGOT PIPE RODS THRUST BLOCK PER DETAILS AT RIGHT. 1. Pf PE FITTINGS SHALL BE WRAPPED WITH TWO LAYERS OF 90-LB TAR PAPER OR FELT 2. ALL BURIED BOLTS SHALL 8[ COATED WITH 'DEVWRAP 1425" OR APPROVED EQUAL f"' DEAD END J~ 90°BEND 22½0 BEND ~ 11¼0 BEND CROSS TYPICAL 1HRUST BLOCK GRNRRAL NOTES: t. Poree m2ln """"'"" test sholl be pe,lbru.ed in accord with oonmte curing n,qumnents. Concrete ohall be 560-(;.~. 2. Tluu8t blades shall bear against undisturbed SOIi, baddlll """1pacted 10 100!!, reladve rompactton, orclass I00 B tOOolurry . 3. Bearinl! """" L x H""' <:Qlllpu<ed forre<t-d 225 PSI In mains laid In• ooheslonl ... soU (c-0) with Internal angle of frlctlond 37", a unll weJghl of 110 PCP, and at least a(;• d oover. 4. Bearinll .,.., L x H shall be approved by the englnee, where mains, (A) beor against weaker SOil than detcrtbed above, (B) ha""._ than 36" of...,..,, (C) wW be teoled at more than 225 PSI o, (DJ an, not rq,resemed by• fitting or sl!e sbown hereon. 5. L Is approximately equal 10 H for Slllllller tlwst blocka. L ls greater than H fcir larger tbruel blocks. H shaD not exceed trendl helsf>t. See S'TD-106-L £or atancbrd trench dlmffl!.k>ns. / · THRUST BLOCK BEARING AREA Lx H INS UAREFEET flTl1NG & SIZE Dl!ADBNO TllEORCROSS 90'BEND .f5°BEND 221,i•BBND ll¾'BBND 4• 1.7 2. 2.4 1.3 0.7 OJ 3.7 5.3 5.3 1.5 0.7 8' .7 9.4 9.4 5.1 2. 1.3 12" 15.0 21.2 21.2 11.5 ,.s 2,9 I • .6 :f'/. 37, 20.◄ IM 5.2 18' 33,7 47.6 47.6 25,3 13.1 6.6 24• 59,9 IH.6 IH. 23.3 11.7 30" 93.6 132.2 132.2 71.5 36.5 18.3 CITY OF NEWPORI' BEACH Drawn: a. Tacbr JvlJ'H,ml PUmJCwomt.S DEPARTMBNT 1--------------------1 nPPROVED: lt! . .NO. l?ID6 Thrust Blocks R.E. NO, ""9 tmlll1!8 """"""" DRAWINONC'J. STD-510-L·fl TRENCH PER CITY STDS. I '!::, til c::, ~ ~~ <.> c::i ~ c5 c::, ::I ~ ~ ..J C: a.: ;'.!'~ a:: :2 -1- ~ <.> "' - FIRE LINE BEDDING 8 NOT TO SCALE 2 WATER CONSTRUCTION NOTES @-INSTALL 2 1 /2" TYPE "I(' COPPER TUBING TO WITHIN 5' OF BU/LO/NG. ®--INSTALL 15' PVC WATER UNE, SDR-14 (CLASS 200) PER CITY OF N.B. STD'S. ®-INSTALL 15' DOUBLE CHECK DETECTOR PER CITY OF N.B. STD-517-L & DETAIL C/2 @----INSTALL 2%° SIAMESE FIRE DEPARTMENT CONNECTION PER DETAIL C/2 @-INSTALL 15' DUCTILE IRON F1RE RISER CONNECTTON PER DETAIL A/2 T 3. THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFILL OR CLASS 100-E-100 SLURRY ®--INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N.B. STD-500-L @-INSTALL 2' DOMESTIC WATER SERVICE AND METER PER CITY OF N.B. STD-503-L @-IIISTALL 2• BACKFLOW PREVENTOR PER CITY OF N.B. STD-520-L :, "' ~ ~ ~ ~ I \ \ \ I I, I I 4. THRUST BLOCK SHALL BE CLASS 560-C-3250 CONCRETE. FIRE SERVICE CONNECTION TO RISER NOT TO SCALE i ~ PREPARED BY: i CITY OF NEWPORT BEACH \p,\\'t_f~Sl0,11 ! ;;1;: • STANlEC CONSUmNG INC. A 2 ®-INSTALL If' GATE VALVE (FExMJ) PER CITY OF N.B. STD-508-L ®--INSTALL lf'xir'x/5' DUCTILE IRON TEE (FE TEE WITH 2 MJ ADAPTORS) AND THRUST BLOCK PER CITY OF N.B. STD-510-L-A ®-CONSTRUCT DUCTTLE IRON BENO, (FlmNG TYP[ PER PLANS) AND THRUST BLOCK PER CITY OF N.B. STD-510-L-A ®---INSTALL AN 15' RWGV (MJxMJ) WITH VALVE ANCHOR ON OPPOSITE SID[ OF EXISTING HYDRANT CORPORATE PLAZA WEST WATER IMPROVEMENT PLAN 1600 NEWPORT CENTER DRIVE ASSESSOR PARCEL NO. 442-011-54 ! !f~\,\ ,,';ft-,dcfJI .·' ' iR~~fH~A0~~~{8DRIVE -l 04/19/07 REVISED DDC, FDC, FIRE HYDRANT, AND WATER SERVICE METER LOCATTONS. •. ',, :,(~/ Stantec 949.923.6000 ; R[MOVED FIRE HYDRANT. t.'f!J~;;?~r<dlC¾q 0J;■l7 CITY OF NEWPORT BEACH ~L-------------------...1...:M.;.;i'.?;.;.·....1..;;;D.;.;i,4.;.TE;;;;.i. ______ ,;,;,R.;..'E,;.,V;,.;IS_I_O_'N.~'.5--------.i..;..;;AP...:'P..:·...i.;D;.;.1,4.;.;T,.;;;E_._ __________________ ,.__ _____ ....1.,,:::M~::::;,:,;.K.:;:B;... :;Mc;;:;:LE~L:;:;;LA::,:.N_..;,R;,;,;;.c;;,:;.E;;..· ;,,:s1~03;;.;1~cE;;,;x;.;,P·..;' 9;,:,./'3;,;;o~/o;;.;,7~) -'---PU_BUC __ w_ORK_s_oe_P.;.ARTMENT.;,;,;_;;;;;;,;,;__..J....:S~H;:E::E:.;l;_,;;;;;;2;;;;;...,:0:.;F..;;;4;;;;;;;;..J ' \\\ \ \ \ ' \,/ / • \ \ \ \ \ \ \ \ \ ' \ \ \\ ' ' • \ \ \ ~ \ ~ ·\\ (5) \ ~ \, \ 0 \ 0 \ \' • ' ~ '\ \ ~ •. \ \ \ \ \ \ \ \ \ \ \ CITY OF NElfPORT BEACH \ \ U00NEWPORTCENTER T . i L .. 1,---·➔ l_ -. --· -- o+o3 _50_ J,JNE '.S-1" 3 . NECT 8 Pvl . -... :: ·tp--rx1sr:,1J".=¥1C\srua,-c0:=:=:• R[MOVLP.LUG ------ 0-+()(M}() ~s~ -. -.. ·-. -.. " ---- I --~--~-· "--·➔ ,,-, '' 1 ' • ' • - PR6PoSED ~kt; 1 i -~ UilFACE Ol'ER i i ~ I SEWER: I ,Jc-·-i__ ~ ;-~--r~--. ; -l--+-H--t--1---,··· • -~·•-'--'TI!. =i·.-.--~_Ir: "-· '------·"',. .. . •. ·• 1----1---l---l-'--l-&.ll-l-!'-!:~l-l---c-iH--+-;----'-!--'-l-;-!---,-t-+-t--+-tl--+-t--t--t--t--t-8"'-+--+--+--+----'--'--'--'+---l--ll , .... •i-l---+-+-+·· .... . --+--+--~-~ .-------L-----' EXIS +--+--+--+-~m~-.. ,1-1-++-~-+-t-+--+t-+---'--.,-· + ++· !. ft /lf-Txrsr ·r · 69' RCP ······ ,····· .· ~J i .. 1 ... + •• ,j,., .... ~ ... ~.➔l-1 .. c;c .......... c..+-'--"--+--'-..j. +~.·-,+---, r·-i·· f--.;--+---+-.. ,-......... -,..-,..-+-····•····I ~ .. ~ •. ~.~~-;..... .......... H---+--+~---,-:.i-ft7~ .L L-..- i . , ... , .. PREPAIED BY: 0 0 11 00 • 12 0~ SEWER CONSTRUCTION NOTES 0-CONSTRUCT 48" SEWER MANHOLE PER CITY OF N.B. STD-401-L 0--REMOVE PLUG AND JOIN £XISTING PVC ©-REMOVE AND REPLACE EXIST. A.C. PAVEMENT PER CITY OF N.B. STD-105-L -A ®--CONSTRUCT 4" PVC (SOR 35) SEWER PER CITY OF N.8. SPECIFICATIONS @-CONSTRUCT 8" PVC (SOR 35) SEWER PER CITY OF N.B. SPECIF/CATIONS @--CONSTRUCT SEWER CLEANOUT PER CITY OF N.8. STD 406-L PIPELINE CROSSING SEPARATION CHART ID ~ STOIM DRAII SEPARATION A 87.4 BOT (81.7) TOP 5.7' 8 87.6 BOT (79.6) TOP 8.0' C 89.4 TOP (93.0) BOT 3.6' 0 90.4 TOP 92.4 BOT 2.0' E 91.4 TOP 93.1 BOT 1. 7' PROFILE HORIZ. 1" 30' VERT. 1'' 3' STANTEC CONSULTING INC. CORPORA TE PLAZA WEST (PRIVATE) SEWER IMPROVEMENT PLAN 1600 NEWPORT CENTER DRIVE J ?l-_ .~/=-{, 7.. 19 TECHNOLOGY DRIVE :f // rye; IRVINE, CA 92618 J ' Stantec 949.9 3.6000 ~ ASSESSOR PARCEL NO. 442-011-54 f ~YI CITY OF NEWPORT BEACH IL.. _________________ ...1..,;M:.:,:0;;;.·...1..:;;.DA;.;.:.;;TE;;.J.. _____ ..;R.~'£..;V~f,:;;;,S~IO;;,;.W.;,;;;;'S _______ ..,1.A;.::P...;.'P.;. . ...L.:;;;D.:.:,'A,:.:TE;;...L. ________________ --JL....-----i....::;=..~=;:;:;::,;,-..:.;R;;,;;.c;;;.E·;..;;s;.;.10:;;;;3.;..1 ...;C~EX;;..P·~;;.;;,;.;o;.;.1);..i. __ PUBU __ c_w_OAK_s_oe_P_ARTM __ ENT __ ....1......:;S:..:H=E=ET:.;_;;;;;;3;;;;;._;O:;F~4;;;;;;;;;;..J ..._..--"-I! i .. ,,_ .. __ _ cnr OF 1/EIPORT BEACH NO. DATE REVISIONS APP. DATE 10 00 1045(1) 1 11 Odl 11 +so -· I ' • -J---·-l-- -+-+---1-1---'--+-··1•••• +t+ 0. ' = i'.2.~-4-4__,; ..... + .. + ... , .. .,j,._-+--+---+-+ -+---+ I···•· 1 •• ··-•• , .. ·• VMfx =I 7.8, fp , ~st ;f7·-··.···l' ·······'H·,1·.· .... ,;c·, 1 .. ,;,' +,+=t1 .. + .. 1!14,,,cj-~-~i --~-4-l--+-' ,-~-c -f--'-. --. C'l,, ••• f:X/Sf. MIN. TRENCH WIDTH PER RECOMMENDED PVC SPECIFICATION 90% RELATIVE COMPACTION IN PAVEMENT AREAS SAND OR #4 MAX. CRUSHED ROCK 4• MIN. P.V.C. BEDDING NOT TO SCALE STORM DRAIN CONSTRUCTION NOTES @-'-INSTALL 15" PVC-SDR 35, TRENCH PER DETAIL D/4 INITIAL BACKFILL HAUNCHING WITH SAND OR OTHER GRANULAR MATERIAL (MIN. S.E.=30) AND SHALL BE COMPACTED TO NOT LESS Tl/AN 90% RELATIVE DENSITY D 4 ®--INSTALL Tlf RCP-2000D, TRENCH PER CITY OF N.B. STD-106-L ®--CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL E/4 @--CONSTRUCT J.5' CURB INLET, TYPE OS, PER CITY OF N.B. STD-306-L ®-CONSTRUCT 7' CURB INLET, TYPE OS, PER CITY OF N.B. STD-306-L ®--CONSTRUCT CONNECTION ASSEMBLY PER CITY OF N.B. STD-312-L CASE 2 @-JOIN EXISTING PIPE WITH REfNFORCED CONCRETE COLLAR PER CITY OF N.B. STD-313-L PREPARED BY: PVC SIZE PER PLAN 4 -3/4" DIA. HOLES AC. PAVEMENT CLASS "B" CONCRETE COLLAR (ROUND) STANTEC CONSULTING INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 949.923 000 .m v:/ {77 MA. K B. 4• PVC LENGTH AS REQUIRED TO EXTEND TO FS MIN. REQUIRED J/4" ROCK SUPPORT BACKFILL AREA 'i,t'~),l '""~ _,,---c4• PVC 45' BEND DRAIN PIPE PER PLAN i, ~~,.,.,--1---,,_,.,,.,,.:..;c;'!:,f-----~,,;·'7c,,.':'f<_,_,:./uNDfSTIJRBED SOIL PAVED AREA N.T.S. L PVC WYE FlTTING UNE SIZE X 4" CAST IRON COVER WITH "so" MARKING /NV. PER PLAN SECTION A-A N.T.S. STORM DRAIN CLEANOUT E NOT TO SCALE 4 CORPORATE PLAZA WEST STORM DRAIN IMPROVEMENT PLAN 1600 NEWPORT CENTER DRIVE ASSESSOR PARCEL NO. 442-011-54 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARThENT SHEET 4 OF 4