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HomeMy WebLinkAboutS_5168_S' ' 1 I \ii,_,·') .if.', "!' .'•,' . '1 ~ " .... 0 - " "' I "' I ~ a ' <> I ~ "' 8: ·, -~ q -8 8 ~ ~ -.,, :r: u ..., <( "' w cc z 0 I-(.!) I;; z "' C, I-I " z 0 0 ::::, = "' :r: LL. ~ u ;:r "' .i- I§ ile ADAMS AVc. .. Cl1Y OF COSTA * '< MESA ~CTORIA 191H 0 INDICATES AREA SHOWN ON LOCATION MAP ST •. VICINITY MAP BAKER ~ Iii "' ORANGE COAST COUEGE ORANGE CO. FAIRGROUNDS = 0 "' "' ., < w I 5 = ~ • GENERAL NOTES ' 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT ftS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION," 1994 EDITION AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ftS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. 3. STATIONING REFERS TO CENTERLINE OF STREET. 4. EXISTING UNDERGROUND UTILITIES ARE SHOWN ftS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIOI-! AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACIL!llES. 5. All EXPOSED CONCRITT SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. All UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. SEWER, WATER AND STORM DRAIN UNE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN MJVANCf. OF PERFORMING ANf WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCREIE FOR CURB & GUTIER SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE AND COMPARABIUlY WITH EXISTING CONSTRUCTION. 9. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 8 ABOVE. 11. All SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-108-L , 12. WATER MAINS SHALL HAVE A MINIMUM OF 3o" OF COVER FROM SUBGRADE. 13. All CONCRETE SHALL BE 540-C-3250. 14. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 15. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC BY SPECIAL PEMISSION. . PIPE SHALL BE MANUFACTURED PER ASTM D-3034 SOR OR ASTM F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL -BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM fj BELOW THE PIPE TO 1 t ABOVE THE TOP OF PIPE AND SHALL BE CONSOLIDATED BY JETTING JETTING PRIOR TO COMPLETION OF TRENCH BACKFIUL 16. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY . OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFIER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY l/TIUTIES DEPARIMOO. THE DEVELOPER SHALL PAY THE CURROO RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TD BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTERWISE SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. • I .. ~ ~~~ e ~ R<::l sf$ ~ ' 'S f', g_.::S ,t N.T.S. , ci Cl1Y ~ OF IRVINE UM vERSI TY U.C.I. PUBLIC WORKS DEPARTMENT UTILITY PLANS FOR THE . ., IMPROVEMENT PLAZA· OF . APPROVED: APPROVED: APPROVED: CORPOR,ATE CDQJZ0i1£ . PUBLIC WORKS DIRECTOR LJt.,r A• 0 G•,t,· <o 4 • UTILITIES MANAGER • • R.C.E. 25553 •. FIRE MARSHAL FIRE/SPRINKLER SYSTEM NOTES 1. PRIOR TO INSTALLATION, ANf REQUIRED PERMITS SHALL BE SECURED FROM THE CITY BUILDING DEPARTMENT. 2. INSTALLATION, INSPECTION AND TESTING SHALL CONFORM WITH THE 1994 EDmON OF NFPA STANDARD 13 AND THE 1992 ADDITION OF NFPA STANDARD 24, INCLUDING ANf AMENDMENTS BY THE CITY OF NEWPORT BEACH FIRE DEPT. WHERE THE WAiEk Al/THORnY REQUIRES BACKFLOW PROTECTION THE FOLLOWING METHODS OR ASSEMBLIES ARE ACCEPTABLE: A. AN ABOVE GROUND ASSEMBLY APPROVED BY THE WATER AUTHORITY, PAINTED WHITE, AND WITH THE VALVES LOCKED IN THE OPEN posmoN. VALVES CONTROWNG MORE THAN 100 SPRINKLER HEADS SHALL BE MONITORED TO AN APPROVED LOCATION. • B. A BELOW GROUND ASSEMBLY APPROVED BY THE WATER AUTHORITY AND LOCATED IN AN APPROVED VAULT. THE LAST VALVE ON THE ASSEMBLY SHALL BE CONTROLLED BY AN APPROVED POST INDICATOR DEVICE. THE POST INDICATOR Dl:VICE SHALL BE PAINTED WHITE, LOCKED IN THE OPEN POSITION AND IF CONTROLLING MORE THAN 100 SPRINKLER HEADS MONITORED TO AN APPROVED· LOCATION. C. THE LOCATION OF CONTROL DEVICES SHALL BE APPROVED BY THE CITY FIRE DEPT. AND THE WATER AUTHORITY. 4. APPROVED FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE LOCATED WITHIN 25' OF A PUBLIC FIRE HYDRANT. THE FDC SHALL BE ORIENTED TO FACE THE FIRE DEPARTMENT ACCESS ROAD. THE FDC SHALL BE PROPERLY SUPPORTED AND SHALL BE PROTECTED FROM MECHANICAL INJURY. THE SIZE OF PIPING AND THE NUMBER OF INLETS SHALL BE APPROVED BY THE FIRE DEPT. FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED WHITE. 5. PER NEWPORT BEACH FIRE DEPARTMENT STANDARD ND. F-1, REQUIREMENTS FOR IDENTIRCATION SIGNS AT FIRE DEPARTMOO CONNECTIONS, ARE AS FOLLOWS: A. SIGNS SHALL BE CONSTRUCTED OF A DURABLE MATERIAL, PREFERABLY METAL B. SIGNS SHALL BE A MINIMUM OF FOUR INCHES HIGH BY EIGHT INCHES WIDE. C. LETTERING ON THE SIGN SHALL BE AT LEAST ONE INCH IN HEIGHT ON A CLEARLY CONTRASTING BACKGROUND. D. SIGNS ARE TO BE PERIJANENTLY MOUNTED ON THE BUILDING Af>JACOO TO THE F.D.C. OR ON THE F.D.C. AND MUST BE VISIBLE FROM THE ADJACENT ROMWAY. E. ALL SIGNS MUST STATE THE ADDRESS OF THE BUILDING BEING SERVED AND IDENTIFY THE TYPE OF SYSTEM SERVING THE BUILDING. SEE FIRE DEPT. STD. NO. F-1 FOR SIGN DETAILS. 6. EVERY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM THE. PRNATE FIRE MAIN. 7. WHERE IT IS IMPRACTICAL TO PROVIDE A POST INDICATOR VALVE, VALVES SHALL BE PERMITTED TO BE PLACED IN VALVE ROOMS ACCESSIBLE FROM· EXTERIOR, ON EXTERIOR RISERS OR ON INTERIOR RISERS WITH INDICATING POSTS ARRANGED FOR OUTSIDE OPERATIONS, OR IN PITS WITH PERMISSION OF THE AUTHORITY HAVING JURISDICTION. 8. PRIVATE FIRE HYDRANTS SHALL BE AN APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 2-1/t AND ONE 4" OUTLET. ALL OUTLEfS SHALL BE PROVIDED WITH NATIONAL STANDARD THREADS. All FIRE HYDRANTS SHALL BE INSTALLED ON A o RISER. 4" OUTLET(S) SHALL FACE TOWARD FIRE DEPARTMENT ACCESS ROADS. THE LOWEST OPERATING NUT SHALL BE LOCATED A MINIMUM OF 1 fi ABOVE GRADE AND HYDRANT FIANGE(S) A MINIMUM DF t' ABOVE GRADE. FIRE HYDRANTS SHALL BE LOCATED. A MINIMUM 40' FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION (VALVES SHALL NOT BE LOCATED IN PARKING STALLS). . • · 9. LARGE PRIVATE FIRE SERVICE MAIN SYSTEMS SHALL HAVE POST INDICATOR • lYPE SECTIONAL CONTROWNG VALVES AT APPROPRIATE POINTS IN ORDER TO PERMIT SECTIONALIZING THE SYSTEM IN IBE EVENT OF A BREAK, OR FOR THE MAKING OF REPAIRS OR EXTENSIONS. • 10. ALL PIPE SHALL BE APPROVED FOR USE IN • FIRE SERVICE SYSTEMS", CLASS 200 MINIMUM .ALL FERROUS METAL PIPE SHALL BE UN[D. ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH A L60SE 8.:.MIL POLYETHYLENE TUBE. THE ENDS OF THE TUBES SHALL BE SEALED WITH t TAPE APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINT /\CCESSORIES • •• SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AITTR ASSEMBLY AND PRIOR TO POLY-1\JBE • INSTALLATION. ' . 11. A MINIMUM OF 315' OF COVER FROM FINISHED GRADE TO TOP OF PIPE SHALL BE PROVIDED ABOVE. PIPE. 12. APPROVED PIPE,.AND FITTINGS SHALL BE INSTALLED UNDER BUILDING FOOTINGS. ADEQUATE CLEARANCE SHALL BE PROVIDED OVER PIPE AND FITIINGS THAT RUN UNDER FOOTINGS TO PREVENT DAMAGE FROM BUILDING SETTLING. A MINIMUM OF 'i' CLEARANCE SHALL BE PROVIDED WHERE PIPE PASSES THROUGH THE FLOOR OR WALL UNDERGROUND PIPING SERVING FIRE • SPRINKLER RISER SHALL TERMINATE WITHIN 111' OF AN EXTERIOR WALL AND fj ABOVE FINISHED FLOOR. 13. THRUST BLOCKS OR OTHER APPROVED METHOD OF THRUST RESTRAINT SHALL BE PRO\IIDED WHEREVER PIPE CHANGES DIRECTION (SEE SHEET 2 FOR THRUST BLOCK DETAILS). • RELD INSPECTION NOTES AND REOUIFEMENTS 1. A FINAL INSPECIDN IS REQUIRED. SCHEDULE ALL INSPECTIONS AND TESTS FORTY-EIGHT (48) HOURS IN ADVANCE BY PHONING (714) 644-3107. 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 POURING THRUST BLOCKS THAT FITIINGS AND JOINTS ARE NOT BURIED IN CONCRET£. 3. A HYDROSTATIC TEST (!WO HUNDRED PSI PRESSURE FOR !WO HOURS OR FIFlY PSI OVER THE f.tlNIMUM STATIC PRESSURE WHEN IT IS OVER ONE HUNDRED AND FIFIY PSI) SHALL BE WITNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL COMPACTION. THE TRENCH SHAU. BE BACKFILLED BElWtEN .JOINTS BEFORE • • • TESTING TO PREVENT MOVEMENT' OF Pl PE. 4. THE SYSTEM SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE • TO EXISTING SYSTEM STUB OUTS. FLOW RATE SHALL BE A MINIMUM OF 1. 0. FT /SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT SHALL BE ,PROVIDED BY THE CONTRAClPR TO ENSURE .SAFETY. -·THE FLUSH •• SHALL BE WITNESSED BY AN INSPECTOR. · • 5. PRIVATE FIRE HYDRANTS, SPRINKLER CONTROL VALVES, DCTECTOR • CHECK ASSEMBLIES POST INDICATOR VALVES, AND flRE DEPARTMENT .CONNECTIONS . SHALL BE PAINTED WITH 2 \;OATS .OF WHITE, RUSTOLEUM #2766 .PAINT. .. 6. ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT CLEARLY INDICATE THE BUILDl~G. SYSTEM AND FUNCTION THE VALVE SERVES .. . . . 7. ALL FIRE SPRINKLER SYSTEM CONTROL VALVES (INCLUDING DETECTOR CHECK ASSEMBLY VALVES), SHALL BE SUPERVISED BY A CENTRAL ALARM SYSTEM APPROVED BY THE CITY. OF NEWPORT BEACH FIRE DEPT. • DATE: 17.•I~-')7 DATE: I Z • II • f7 DATE: /,2-3-7r LOCATION MAP DR FASHION ISlAlll PROJECT LOCATION SHEET INDEX SHEET TITLE SHEET SEWER & WATER TRAFF re • CONTROL N.T.S .. NO. 1 2 3 CONSTRUCTION NOTES AND QUANTITIES NO. DES CR I PT! ON SEWER CONSTRUCTION NOlES REMOVE PLUG AND JOIN EXISTING 6" VCP LATERAL. >----< INSTALL 6" PVC LATERAL PER CITY OF N. B. STD-406-L INSTALL SEWER CLEANOUT PER CITY OF N. B. STD-406-L 1-----1 INSTALL TEMPORARY PLUG UNTIL BUILDING CONNECTION INSTALL 4" PVC LATERAL PER CITY OF N.B. STD-406-L WAlER CONS I RUCTION NOlES QUANTITY 2 321 8 4 137 UNIT EA. L. F. EA. EA. L. F. ,,~ __.,;-\ ~ '"" .\'.,;: -"'-.:\:"' , ., ~tc.; ,' .-(::}, ,.' ~.,_,;,: «51\ ~ . .l 'J;.:'f, ·" JOIN EXISTING 2" DOMESTIC WATER SERVICE PER CITY OF N. B. STD-503-L tj . 1-----lt--JN_S_T_AL_L_2_" _D_O_ME_S_T_I_C_W_A_T_ER_S_E~RV_I_C_E_P_E_R_C_I_T_Y_O_F_N_. B_._ST_D_-_5_03_-_L ______ +-~---+-----1£ If.\ ' 2 EA. 2 EA. INSTALL 2 1/2" TYPE "K" COPPER TUBING TO WITHIN 5' OF BUILDING. f{, , ;-"<, ,,-,, ,. 77 L. F. ,____, INST ALL FIRE HYDRANT ASSEMBLY PER CI TY OF N. 8. STD-500-L f[, ,'; HOT TAP & JOIN EXISTING WATER MAIN PER CITY OF N. 8. STD-507-L tt( ·;,: 2 EA. 4 EA. 1-----1 INSTALL THRUST BLOCK PER CITY OF N. 8. STD-510-L-A £ It. t--::-,1 N-::S-::Tc-:AL-:-L---=-R=ED:-:-U-::C=ER::--:A-:-:N=D-::T:-:-H=R:-:-US::-:T:--::'BL_O_C_K_P_E_R_C_I T-Y-OF_N __ 8-.-S-TD ___ 5_1_0--L---8------+-----t------l "! \ ; 1! EA. 2 EA. ,,,... ~· INSTALL 4" PVC WATER LINE, SDR-14 ( CLASS 200) PER CITY OF N. 8. STD' S. t.' :·, 110 L F. INSTALL 6" PVC WATER LINE, SDR-14 (CLASS 200) PER CITY OF N.8. STD'S. 1----1 INSTALL 6" DUCTILE IRON FIRE RISER CONNECTION PER DETAIL ON SHEET 2 INSTALL 6" DOUBLE CHECK DETECTOR PER CITY OF N.8. STD-517-L 1-----1 INSTALL 2" BACKFLOW PREVENTOR PER CITY OF N.8. ~TD-520-L INSTALL 2 1/2" SIAMESE FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2. 1----1 JOIN EXISTING 8" _WATER· PER DETAIL ON SHEET 2 NOlE TO CONTRACTOR 302 2 2 2 2 2 QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITIES INVOLVED. SYMBOL LEGEND • POWER POLE 0 TREE ---Ci.---CENTERLINE 0 MANHOLE co SHRUBBERY ----s----SEWER LINE ~ FIRE HYDRANT .La. .LLL ..LLL ...LLL. ASPHALT PAVEMENT -----',/-----WATER LINE D METER BOX iii""" : ::;:::;:;:;:: BRICKWALK ---G---GAS LINE -'-0--VALVE 1·-·_.:_..-.• :.-:1 CONCRETE -. . . . . . . . . . --E--POWER LINE ' POWER POLE ANCHOR ~/////////a BUILDING L. F. EA. EA. EA. EA. EA. /j, -TEL-TELEPHONE LINE MONUMENT EXISTING CONSTRUCTION ---- -TV--CABLEVISION LINE -x-x-x-FENCE PROPERTY LINE ----- BLOCKWALL -SP--SPRINKLER SYSTEM NEW CONSTRUCTION :a: STREET LIGHT EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY . PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION ·. IMPORTANT NOTICE · SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION !-!UMBER BE ISSUED BEFORE A "PERMIT TO . EXCAVATE" . WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. • , NUMBERS ( 800) 427-2000 895-0221 611 644-3311 962-2411 542-6222 (AFTER 6:00 PM) 542-3975 DIAL TOLL fREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUtll SERVICE ALERT OF SOUTHERN CAUFORN~ -" y_ \. . •. i--~r--ir---,------------------------------------r;:;CITY;::;-::;:OF~NE:WPORT=::::-:BEACH:;;::;;::;-,---::~~";c~~-----•-=.F=re:=AAED==-BY!=-, -. --,----,--....:...-:-:----------....:...---;---:_::------....,.~---.------.--'-....:...---------------,---....,.-....:...------TITLE--s-H_E_ET ___________ ----ff!-: BENCHMARK: • 1 o. c. s .• 3S-18-70 BASIS OF BEARINGS: ;SY' 5 4 3 c.,/{8/5'8 A'Ev. LCJCA?lO#S OF /7t7t/J3LE C/IEC/f FETECTCJflS. AP/7£/7 :z• WATEfl METER f 5£fl//lCE- ' I/ 15/~8 .Fi'Ef/lSEP SEWEli'0L/ITERAt. TO EJ/CL.OS{lfi'E/ ,5(1/i.PYNG I/ PELETEI? CONST. //17T6' G ("M.11)/ AFPEP 71'f'Aff7C Ct7.W.--O:,JIT4 NO. DATE Kt THE KEITH COMPANIES· Ji~c¥i6~sotL~~~ Pt~¥t~iH~~A~~v~WY ~~gM THE THE BEARINGS SHOWN HEREON ARE BASED oN THE CORPORA TE PLAZA " - MACARTHUR BLVD., 52. 0 FT. WEST OF THE (;ENTERLINE OF FARALLON DRIVE SHOWN AS SEWER AND WATER PLAN Civil Engineering• Land Surveying ► 2955 Red Hill Avenue • Mapping• Environmen ta/ Services Wa • Resources• Land Plannin·g ✓ ·. Costa Mesa, CA 92626 .(714)540::-0800 • 12/,/'?? DOUGLAS J. JOH SON R.C.E; 47447 (EXP. 12/31/99) CENTERLINE OF THE BLVD:, 9B:6 FT. NORTH OF -.N87'30'00" ON PARCEL MAP 27-17, RECORDS A POWER LINE POLE (1551458E), 6 FT. LOWER THAN OF ORANGE COUNTY. • PARCELS 3, 9-11 AND A PORTION OF PARCEL 1 OF NBLLA 90-2 BLVD., IN A CONCRETE CULVERT, SET. IN THE • TOP OF THE HEADWALL. 1995 ADJ. ELEV. ~ 180.597 CITY OF NEWPORT BEACH PU8UC WORKS DEPARTMENT . . .,, . SHEET 1 OF 4 • , ::? il "' :g I ~ I ~ 1i Q I il' ~-2 1/2' S/AMES[ FIR[ D[PT. CONN[CTION POTT£R-ROEMER BRASS MODEL 5761 OR APPROV£D [QUNALENT ~-~ SIGN SHALL READ: • T':.,:;,--r~v SPRINKLER SYSTEM .,. :;; BUILDING ADDRESS 126- 124- 122- 120- 118- 116- 5 4 J Et MIN. METAL SIGN WITH 1" HIGH LETTERING ON A CLEARLY CONTRASTING BACKGROUND; PERMANENTLY MOUNTED FIRE DEPT. CONNECTION NOT TO SCALE "'- ~\ ;, \ -' \ I • Ji' I \ I I I I -1 I I I I? I I -f--. I I 4i .c. I I I I I I I 1 1 B ~ARCELcd LLA 97-sl w2, I e I I I I I I I I I I I I I I I I (1) 4~ C.O. -TEL. . (1) 4! c.o. -...-'/Y (2)[ C.O. FIJ'(;_,USE -f::. >?" / / I ;; tu \ F. G, = 122.50 It:> I I I 1~1 ~--'iE-""1'..:\---CH 1 ... • .. -.. -,., · .. -. .• ,-_ 11 1::-::1 • : 4• PVC PERF. PIPE WALL SUBDRAIN 121.50 T.F. 120.50 B.F. F.F.=125.50 REI.IOV[ AND REPLACE Fi WA AND S£WER CONSTRUCTIO . -PER -6/FY -fl N.8. STD, -0-L. 134 - 132 - 128 - 126 - #' 1~~ 6' S£WER RETAINING WALL PER PRECISE GRADING PLAN -SHEET C9 5' ... 8' S . .. \\':) c,'iJ· CEE PLUMBING PLANS ~--_::._...::::.:.:::;_..:::.._ _____ 1_ --- \ ,.O-~· FOR CONTINUATION 124 _V---.....;:S==0;:=_0c:2~00:------~-\ -- 0 S£WER \ \ 1 -~ 124. 08 /NV. #_. '-... SEE PLUMBING PLANS _____ _:_::.:::..__:~-.:::--"--, ---0 s ~~~ FOR CONTINUATION U.------=~=-----\-- - -.&~ C, S=0,0200 '<> 116.58 /NV. oS 116.74 /NV. ff s BLDG NO. 1 SEWER LATERAL DETAIL NOT TO SCALE BLDG NO. 2 SEWER LATERAL DETAIL NOT TO SCALE CITY OF NEWPOIIT BEACH APF'RO'IE) , 6/18/98 REVISED LOCATIONS OF DOUBLE CHECK DETECTORS. ADDED 2' WATER SERVICE CONNECTION (BULLETIN 2 -2/23/98) 1/15/98 NO. DATE 1-.=;=;a--+-''=""'=+-R_EVI_S_£_D _S_Ell'._ER_LA_TE,_RA_L_c_O_E_N_CL_O_SU_R_E._AD_D_ED_SEW£=R~LA"'TERA"'L"'P'RO_FI_L_E--"-(B_U_LL_ETi_lN_2_-_2-'-'/_23-'-1/_9B.,_) ____ -i_ __......_ __ _, I ,.2 -4 • ,, REVISIONS 1-1PP. DATE DAT£ I 0 a f''i'I----IMI 4• C,O, -TE, 0 F.G. DUCTILE IRON, CL52\ c= ~ 6" PVC PIPE PRESSURE CLASS 200 NOTFS: • C,O, - C,O. FUT ~.,, 4' MIN. + 'AR~DD LLA~B I "6' .. BUILDING' SYSTEM RISER SEE BUILDING PLANS DUCTILE IRON FLANGE AND SPIGOT PIPE DUCTILE IRON B[LL ANO SPIGOT PIPE THRUST BLOCK PER DETAILS AT RIGHT. e 1, PIPE FITTINGS SHALL 8[ WRAPPED WITH TWO LAYERS OF 90-LB TAR P/JPER OR FELT 2, ALL BUR/[D BOLTS SHALL BE COATED WITH "DEVWRAP 1425" OR APPROV£D EQUAL J, THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UND/STIJRB[D SOIL. APPROVED COMPACTED BACKFILL OR Cl.ASS 100-E-100 SLURRY 4. THRUST BLOCK SHALL B[ CLASS 560-C-3250 CONCRETE. FIRE SERVICE CONNECTION TO RISER NOT TO SCALE CITY OF NEWPORT BEACH R.C.£. 46214 THIS PLAN SIGNED BY THE CITY OF· NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS. NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED 2£~..--t-:::..--1_.1 l'{/'l 7 PUC WORKS ENGINEER ~ DATE Ill NOTES TO CONTRACTOR I. EIECTR/00, G4S, TELEPHONE AND T. V. CABLE SERVICES ARE SHOWN FOR Rm:RfNCE ONLY AND ARE SUBJECT 10 CHANGE. AC7tW. INSTA/1A710N OF THESE f"ACILmES SHALL BE ACCORDING TO THE FINAL ENGINEE:RO) PLANS PLANS OF EACH U11lJ1Y COMPANY. 2. CONm4CTOR TO VERIFY LOCATION OF ALL fXISTING UT1l.lTl[S AND POINrS OF CONNECTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. J. ALL U11lJ1Y Tl?ENCH BACKFILL /JUST BE CI.EAN AND Ff/ff OF ANY ROCK OR DEBRIS FOR A IJINIIJUIJ DEPTH OF 1 :t' BB.OW AND 1 tf ABOVE: THE PIPE. ANY Tl?ENCH BACKFILL WHICH DOES NOT um TH[ SA17SFACTION OF TH[ CITY INSPECTOR SHALL BE: RE:PLACE:D AT THE CONTRACTOR'S EXPENS£ I JI If ~' /! . >?" 11 , ___ ""~ --....: .1 ~0-- "' ,, . I I • SEWER CONS I RIJCTION. NOTES CD-REMOVE PLUG AND JOIN EXISTING 6" VCP LATERAL. ~ INSTALL 6" PVC LATERAL PER CITY OF N.B. STD-406-L 0-INSTALL SEWER CLEANOUT PER CITY OF N.B. STD-406-L ~ INSTALL TEMPORARY PLUG UNTIL BUILDING CONNECTION ©-INSTALL 4" SEWER LATERAL PER CITY OF N. B. STD-406-l WATER CONSTRUCTION NOTES ®-JOIN EXISTING 2" DOMESTIC WATER SERVICE PER CITY OF N.B. STD-503-L ~ INSTALL 2" DOMESTIC WATER SERVICE PER CITY OF N.B. STD-503-L @-INSTA~L 2 1/2" TYPE "K" COPPER TUBING TO WITHIN 5' OF BUILDING. ®--=--INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N.B. STD-500-L ®-HOT TAP & JOIN EXISTING WATER MAIN PER CITY OF N.B. STD-507-L ®--=-INSTALL THRUST BLOCK PER CITY OF N.B. STD-510-l-A @-INSTALL REDUCER AND THRUST BLOCK PER CITY OF N.B. STD-510-L-B ®------INSTALL 4" PVC WATER LINE, SDR-14 (CLASS 200) PER CITY OF N. B. STD' S. ®-INSTALL 6" PVC WATER LINE, SDR-14 (CLASS 200) PER CITY OF N. B. STD' S. @-:--INSTALL 6" DUCTILE IRON FIRE RISER CONNECTION PER DETAIL ON SHEET 2 @-INSTALL 6" DOUBLE CHECK DETECTOR PER CITY OF N.B. STD-517-L @-:--INSTALL 2" BACKFLOW PREVENTOR PER CITY OF ·N,B. STD-52O-L · _.,,, @-INSTALL 2 1/2" SIAMESE FIRE DEPARTMENT CONNECTION PER DETAIL AT UPPER LEFT. -.,..:c,,._::;,,'S.~ ~ JOIN EXISTING 8" WATER MAIN PER DETAIL BELOW. T.O.P. \ \ \ I I / ' 0 ~ m;Jtt~~~ir-=9~"'-< 4 I. . .. ~ -~---~· ~--. ·-· •. ----~ -=-.. -\ ----\ ... :::::.... _--\ -=--\ R[MOV[ DN[ LEGNfH OF EXISTING ACP AND • INSTALL 6" PVC SDR-14 (CL 200) INSTALL AC X PVC ADAPTOR AT NEAREST JOINT Et'xftxff TEE (MJ X FE) 6" R.W. GATE VAI.V[ (FE X MJ) _J EX/STING Et ACP INSTALL AC X PVC ADAPTOR AT NEARffi JOINT 8" WATER MAIN CONNECTION DETAIL NOT TO SCALE !a:;! ::::; -,-... ~ £2 FINISHED SURFACE ~ ~ (VER f OF PIP[ '-' a:l ~ \;;::: ~"? x .__ •'-°' <;:, l..i -Ii '-~ -120 -118 =====-------,.., i-=== •NOTE: • -------o..~ CONTRACTOR MUST POTHOLE AND V[R/FY LOCATION OF ALL D!ISTING UT/UT/ES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO OWN[R AND ENGINEER IMMEDIATELY. S£WER LATERAL CONNECTION PER CITY OF N.B. STD-405-L. EXTEND R/SF:R BETWE[N WYE AND ELBOW AS SHOWN. CATV• ELEC, * Cr Cl' ,,.,; ,,..,. "" ~6 /'fl, ,!; -q,,, ;,' -- -114 -110 -Ii ±34LFOF --106 PIEPAFED BY< 6" P,V.C. @ 2,00% SEWER LATERAL SCAL£: HORIZ.: 1'=20' V£RT. : 1" =4' L1 [g THE KEITH COMPANIES Civil Engineering• Land Surveying ► 2955 Red Hill Avenue Mapping• Environmental Services Costa Mesa, CA 92626 Wat Resources• Land Planning (714)540-0800 C z, R,C.L 47447 (EXP. 12/31/99) I 14 .0 B.OP. - L CONDITlONI ,J CONDITlONf-1 CONDITlON D 1/4' B[NT ROD L 1/4• Bfo"iIL~ft#' CONDITION V 45' LATERAL OR ELBOW CONDITION VD "--..,_ I CONDITlON ID CONDITlON VI CONDITlON VII l'K)7ES 1. PIPE FlmNG SHALL 8£ WRAPPED WIIH TWO LA\'ERS OF 90-LB TAR PAPER OR FELT 2. ALL BURIED BOLTS SHALL BE GOA TED WITH "D[VWl?AP 142S" OR APPROVE:D EQUAL J. Tf/RUST BLOCK AREAS BAS[D ON 225 PSI PRESSURE AND 2,000 PSF ALLOWABLE SOIL PRESSURE WITH 2)2 FEET OF COV£R MINIMUM. ADDITTONAL BEARING AREA REQUIRED FOR SPECIAL CONDITIONS SHALL BE APPROVE:D BY THE DISTRICT ENGINEER. 4. THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFILL OR CLASS 100-E-100 SLURRY. 5. IHRUST BLOCKS SHALL B[ CLASS 560-C-3250 CONCRETE. UNL£SS SP[CIFIED OTHERWIS[. 6. TO FAG/LITA TE FUTURE R£MOVAL OF IHRUST BLOCK AND LINE EXTENSIONS: A. INSTALL ¼" B[NT ROD HANDLES 8, USE CARDBOARD SEPARATORS BETWEEN BLOCKS, IF NEEDED. Pl'ESIZE I 4• 2.0 d' 4.J d' 7.4 f(f 12. I ft' 17,2 14" 20.7 Id' 26.7 THIIJST IJ..OCK EIEAIW3 AReA ti BOONE FEET coraTION n Ill N V VI 2.9 2.0 2 0 2.0 2 0 2.0 4 0 1.6 6.fJ 4.J 2 0 4.J 2 0 4.J 4 0 3.3 10.5 7,4 2 0 7.4 2 0 7.4 4 0 5.7 17.1 12.f 2 0 12.1 2 0 12.1 4 0 9.3 24.J 17.2 2 II 17.2 2 0 17,2 4 0 13.2 29.3 20.7 2 II 20.7 2 II 20.7 4 0 15.8 37.8 26.7 2 II 26.7 2 II 26.7 4 0 20.5 ll-lRUST BLOCK DETAILS NOT TO SCALE VII 2.0 4.3 7.4 12, I 17.2 2a1 2~7 VIU 2 0 1.6 2. 3.3 2. 5.7 2 0 9.3 2 0 13.2 2 0 15.8 2 0 20.5 CORPORA TE PLAZA SEWER AND WATER PLAN PARCELS 3, 9-11 AND A PORTION OF PARCEL 1 OF NBLLA 90-2 CITY OF NEWPORT BEACH .S-5/&,8-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 • * . . • -, ,-. ' . ___ ,. -.. -,· - \~11-111Tr,1-11111111-171 J'l Ti-,-~-r 1,-,-· 11 ·-I ='-;"¢=========~:'-=: ~--7~. _· ~ ~ /. 'f' . l'~ ! /'. ( I I---.._ I . (' I -i.. l ! I ~Q i, --• : : vi ! ~ ·r= / : /{ ! ? I 1+( ~--6'1. /--+-l "'9.--+-I I ~+---1-·~·-1-1 I I I i I } 'P I C ~ I ➔ ~ \ • ? \ :0 ) -f-.6' ' ; ' . ' I I . ~F""="LJ'---t--~--, I I I ., I i <\·~~:;:;;~~~~~~~~~~~T~=2::=:t===t:=~Llb~K~:::::1~5 f, ! -j,v~ -=~ "-\~ --+·v -)----_ --l____rr-=---~~~d I ----~· - I t I I AVOCADO AVE .. -_J A \ I \ . ./'( : I . . ' . . -:.---:--'-;-,; ' A 1 . ' ) ' ,. I . '· NOTES: 1) TRAFRC CONTROL TO BE PLACED IN CONFORMANCE wm-, WAICH MAM/AL SPECRCATIONS. I 2) WORK HOURS SHALL BE BETWEEN 900 AM AND 3:(J() PM ONLY. 3) CON7RACTOR MUST PLATE OR TEMPORARILY BACKRLL WORK AREAS DURING NON-CONSTRUC110N HOURS. 4) ALL TRAFRC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3:(J() PM EACH DAY OF OPERATION. Cl :;u C23 ' ' ;: • . . : . , , -· ; \ '-,~. : -t ' : --~.J '-:t-: :-~-; ' :'.£, ,' ~ -' .: -/··: '.:;] : ;I? ;jt ' ,,, ., i ••• __ ... ' ',N ,, " ~-;; ~ .:}':;, : {~;:. .. , ' ' ' ,_ ;.; ' ' ' •t ' ' . ,, . •' --". ' ·:--~ \ ~ . .,. . i' ·.{ , ; : .J: ' '-., . ,,;.._ ,.,· , ·f' "' -~ --,I _., , -' ' i ' \. ,.- 1, \ •• I ,_,-,· r--,---,--------------------------------"T"'::~~=~:::-,0-........ -.;...~--------"T"-------,------...;..----------,--------------------------..ilr .,, • ,.,;, ''.-CITY OF lf[WPORT EJE:ACH Af'PROVB:I 1 · 5 4 J 2 1 NO. DATE REVISIONS APP., DATE '., I me ENGINEER • . • ,~/4/97 DAT£' FfEPAIED sr, ID THE KEITH • COMPANIES Civil Engineering• Land Surveying ► 2955 Red Hill Avenue Mapping• Environmental Services Costa Mesa, CA 92628 Wa Resources• Land Planning (714)540-0800 rz.1~1,1 R.C.E. 47447 (EXP. 12/31/99) CORPORATE PLAZA TRAFFIC CONTROL PLAN PARCELS 3, 9-11 AND A PORTION OF PARCEL 1 OF NBLLA 90-2 CITY OF NEWPORT BEACH ENCROACHMENT PE:l:A:T • • S-5lb8-S PUBUC WORKS DEPARTMENT SHEET 3 OF 4 i . I ' ' , l \ ' , ~ \ i ~' ~ ' i f l , ! • ,, • ' • ' • . I ~ " ~ :, ill ,J:, .!. • I . • •• ! ~ 5'-§ ~ -..,, ' . I" ,-+ I I I I I I I I I --I --7 LBWrf PARKNG i :c ~ t5 ~I (.) t5 <( w --------------------------------------------------------------------------------------------------------- ~ ,. ·-,, i r ,, :ff ',-] ,;, v' 0 @ "' -+·6' --f-'<5' '6' 7 ,'.:i 0 -+ 6' CO POR ,:0 -+,,, ... • ,_ --- ' y I 0 I I I I I I Nh:4£1"~1/sl ---~ I C23 fBWrf~,l=Nl'RY ~~~4----------------------550'1RJ.WSfT1CW--------------=-~~~~~-:.;__:___.J-_____________________ t600'---------------------------------1--=550'=.. _, b' "° .,> \ i-0 . .,.., • I i I I I I ! ' I , /. PHASE ONE TRAFFIC CONTROL -SOUTH BOUND R42 • ------------• • • - ----------- • • --· 20' 20' 80' LEFT 11ffl CZ, --f,!J ---,,___ __ ~~ A=T-=--====-=-~=-==-===-=--=:C.:OPENING=---=='--=.:~-=-=-=-=--=~r-=:..::, l:t:w.=-==--ATOOS='1LS=-=A:::..:T=--=\L~~v=-==-==="--=-c=.:=y==-==~ \ ,--·" .~ ~ 7!1 I»"" '. ?, v',:5> '?-9 ? 1----------------------,550' TRANSIT10llf------------------~--i > ·x-7 '?ov X PHASE ONE TRAFFIC CONTROL -NORTH BOUND I ) N07ES= V 1RAFRC CONTROL TO BE PLACED IN CONFORMANCE WITH WAT.CH MANUAL SPECIFICATIONS. 2) WORK HOURS SHALL BE BETWEEN 9()() AM AND 3:00 p .M. ONLY. 3) CONTRACTOR MUST Pl.ATE OR 1EMPORARII..Y BACKRLL WORK AREAS DURING NON-<XJNfilRUCT/ON HOURS. 4) ALL 1RAFRC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3:00 PM EACH DAY OF , OPERATION. .,:, • ' ,:r. "' : 'i ' ;1, ; ~ ~~ ' r '--' ) ' ,; ., ,, t ,~ : ~ .,c • ( :, ' . ·1 f ·;; . ' '~- ' . . ~I. ~ i-' . :' _f ;:. •_l ,(!' ' < . ', ', t _______________________________________________ ....,;_...;... _________ ...;... _________________________________________________________________ ...J. ' ' ,, ' ' I } I I f w.. I : l: I ~ I ,, .\ 1+ I I I I I I ., I I " - 'i Ii) I I J t_,- / \~ ) µ 1\ I I Cf-1 I \ \ ' I II(\ u' I +·"° I I ii I ! '0'~ I I I I I . I ~ , I /1-: I I I . . I I L CJ! -+ <5' 0 C23 --- \ I 1/ / 55(}' l-----------------------fii50'TIWI/SfT70l',ll---_:_ _________ :__-c-_:__:__ ____ -J. ______ ~---------------t600'---------------------------------+---=~ / PHASE 1WO TRAFFIC CONTROL SOUTH BOUND RIGHT LANE CLOSURE CITY OF IIEWPOl?T BEACH APPROVED, 5 4 1----+---+----''-----------------------1----1----l e .. , ~~~ TRAFFIC ENGINEER 3 2 1 15 98 ADDED THIS SHEET FOR SEWER CONSTRUCTION TRAFFIC CONTROL. NO. DAT£ REVISIONS APP. DAT£ DATE \, o. 4744 17/31/9 CIVIL PREPARED BY, [g THE KEITH COMPANIES Civil Engineering• Land Surveying ► 2955 Red Hill Avenue Mapping•Environmental Services Costa Mesa, CA 92626 Water/Resources• Land Planning (714)540-0800 /_,, I f..1 ' ,,.,.. .,.,, _.,,. ' ~ <'''''t'.'<,,., ,1 ·:_ i i •• ---?../!t'cll)fr DOUGLAS '.J. JOH,NSON R.C.E. 47447 (EXP. 12/31/99) CORPORATE PLAZA TRAFFIC CONTROL PLAN FOR SEWER LATERAL CONSTRUCTION IN AVOCADO AVE. CITY OF NEWPORT BEACH ENCROACHMENT~-, S-5/b'e,-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 4