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HomeMy WebLinkAboutW_5265_S"' "' " ,- a ,. ~ I ,., I :::' a 0 \, v, 5 &: -~ 4 0 ·-0 3 0 C, 0 2 " C, '.'.' I / "; NO. 12 ci > ~ Se '" :::r: ADAMS AVE. u >-' <C -¼+----lf--_c:':'.c"':.____.:c.'.'.::__,----+ w (Il :z 0 1- 0 "' :z '.s ~-I-I ~ :z g ::::J g§ :::r: LL CITY OF COSTA ~ 0 MESA m oc ~ I VICTORIA 191H ST. VICINITY MAP 13AKl:.I~ ci oc ORANGE COAST COLLEGE ORANGE CO. FAIRGROUNDS ,e w > ~ " ~ )1( I r? ~ J ' ~-~ ~~ ;i>;-rl.'5 ~;'f' "'"' rn 'S ~ a" ~ N.LS. CITY 0 :,- OF IRVINE UNI VERS1 TY PUBLIC WORKS DEPARTMENT RD. . -= UTILITY PLANS FOR THE CORPORATE APPROVED: (Z2QJ z r.Jj_/Jlf PUBLIC WORKS DIRECTOR APPROVED: UTILITIES MANAGER R.C.E. 25553 IMPROVEMENT PLAZA INDICATES AREA SHOWN ON LOCATION MAP --cc:: -......._...,__ APPROVED /,~;;,{,,'f',ae,/; f ✓ c=L.,✓ -& ' ' Oc£, , ~ 4!1; ~ Fl RE MARS\ IAL GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS 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 PUBLIC WORKS CONSTRUCTION," 1994 EDITION AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS 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 AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. AUL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHAUL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE ANO COMPARABILllY 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 FlVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. THE CDNTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION DR TRENCH WORK AS DESCRIBED IN NO. 8 ABOVE. 11 ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CllY OF NEWPORT BEACH STD-108-L. 12. WATER MAINS SHALL HAVE A MINIMUM OF 30" 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 0-3034 SOR OR ASTM F-789. ALL FITTINGS SHAUL BE PREFABRICATED FULL -BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/ t,' CRUSHED ROCK FROM fi' BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND SHALL BE CONSOLIDATED BY JETTING JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL 16. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CllY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CllY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CllY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTERWISE SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. FIRtE/SPRINKLER SYSTEM NOTES 1. PRIOR TO INSTALLATION, ANY REQJIRED PERMITS SHALL BE SECURED FROM THE CllY BUILDING DEPARTMENT. 2 INSTALLATION, INSPECTION AND TE:STING SHALL CONFORM WITH THE 1994 EDITION OF NFPA STANDARD 13 AND THE 1992 ADDITION OF NFPA STANDARD 24, INCLUDING ANY AMENDMENTS llY THE CllY OF NEWPORT BEACH FIRE DEPT. WHERE THE WATER AUTHORITY REQUIRES BACKFLOW PROTECTiON THE FOLLOWING METHODS OR ASSEMBLIES ARE ACCEPTABLE: A. AN ABOVE GROUND ASSEMBLY APPROVED BY THE WATER AUTHORllY, PAINTED WHITE, AND WITH Tl-IE VALVES LOCKED IN THE OPEN POSITION. VALVES CONTROLLING MORE THAN 100 SPRINKLER HEADS SHALL BE MONITORED TO AN APPROVED LOCATION. B. A BELOW GROUND ASSEMBLY APPROVED BY THE WATER AUTHORllY AND LOCATED IN AN APPROVED Vl,ULT. THE LAST VALVE ON THE ASSEMBLY SHALL BE CONTROLLED BY AN APPROVED POST INDICATOR DEVICE. THE POST INDICATOR DEVICE SHALL BE PAINTED WHITE, LOCKED IN IHl OPEN POSITION AND IF CONTROULING MORE THAN 100 SPRINKLER HEADS MONITORED TO AN APPROVED LOCATION. C. THE LOCATION OF CONTROL DEVICES SHALL BE APPROVED BY THE CllY FIRE DEPT. AND THE WATER AUTHORllY. 4. APPROVED FlRE DEPARTMENT CONflECTIONS (FDC) SHALL BE LOCATED WITHIN 25' OF A PUBLIC FIRE HYORANT. 'iHE 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 DEPAl'ITMENT STANDARD NO. F-1, REQUIREMENTS FOR IDENTIFICATION SIGNS AT FIRE DEPARTMENT 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 SHN.L BE AT LEAST ONE INCH IN HEIGHT ON A CLEARLY CONTRASTING BACKGROUND. D. SIGNS ARE TO BE PERMANENTLY MOUNTED ON THE BUllDING ADJACENT TO THE F.D.C. OR ON THE F.D.C. AND !IUST BE VISIBLE FROM THE ADJACENT ROADWAY. E. ALL SIGNS MUST STATE THE ADDRESS OF THE BUllDING BEING SERVED AND IDENTIFY THE lYPE OF SYSTF:M SERVING THE BUILDING. SEE FIRE DEPT. STD. NO. F-1 FOR SIGN DUAILS. 6. EVERY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM THE PRIVATf FIRE MAIN. 7. WHERE IT IS IMPRACTICAL TO PfiOVIDE A POST INDICATOR VALVE, VALVES SHALL BE PERMITTED TO BE PlJ\CED 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 AUTHORllY HAVING JURISDICTION. 8. PRIVATE FIRE HYDRANTS SHALL HE AN APPROVED WET BARREL SlYLE WITH A MINIMUM OF ONE 2-1/2" AND ONE t,' OUTLET. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARD THREADS. ALL FIRE HYDRANTS SHALL BE INSTALLED ON A 6" RISER. t,' OUTLET(S) SHALL FACE TOWARD FIRE DEPARTMENT ACCESS ROADS. THE LOWEST OPERATING NUT SHALL BE LOCATED A MINIMUM OF 18'' A[lOVE GRADE AND HYDRANT FLANGE(S) A MINIMUM OF 2" ABOVE GRADE. FIRE HYDRANTS SHALL BE LOCATED A MINIMUM 40' FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT 1111 AN ACCESSIBLE LOCATION (VALVES SHALL NOT BE LOCATED IN PARKING STALLS). 9. LARGE PRIVATE FIRE SERVICE MAIN SYSTEMS SHALL HAVE POST INDICATOR lYPE SECTIONAL CONTROLLING VALVES AT APPROPRIATE POINTS IN ORDER TO PERMIT SECTIONALIZING THE SYSTEM IN THE EVENT OF A BREAK, OR FOR THE MAKING OF REPAIRS OR EXTENSIONS. 10. ALL PIPE SHALL BE APPROVED FOR lJSE IN "FIRE SERVICE SYSTEMs'', CLASS ZOO MINIMUM .ALL FERROUS METAL PIPE SHALL BE LINED. ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE TUBE. THE ENDS OF THE TUBES SHALL BE SEALED WITH 1.' TAPE APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE lflSTALLATION. 11. A MINIMUM OF 36" 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 FITTINGS THAT RUN UNDER FOOTINGS TO PREVENT DAMAGE FROM BUILDING SETTLING. A MINIMUM OF z" CLEARANCE SHALL BE PROVIDED WHERE PIPE PASSES THROUGH THE FLOOR OR WALL UNDERGROUND PIPING SERVING FIRE SPRINKLER RISER SHALL TERMINATE WITHIN HJ" OF AN EXTERIOR WALL AND 6" ABOVE FlNISHED FLOOR. 13. THRUST BLOCKS OR OTHER APPRO'IED METHOD OF THRUST RESTRAINT SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION (SEE SHEET 2 FOR THRUST BLOCK DETAILS). FIELD INSPECTION NOTES AND REQUIREMENTS 1. A FINAL INSPECTION IS REQUIRED. SCHEDULE ALL INSPECTIONS AND TESTS FORlY-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 FITTINGS AND JOINTS ARE NOT BURIED IN CONCRETE. 3. A HYDROSTATIC TEST (TWO HUNDRED PSI PRESSURE FOR TWO HOURS OR FIFTY PSI OVER THE MINIMUM STATIC PRESSURE WHEN IT IS OVER ONE HUNDRED AND FIFTY PSI) SHALL BE WITNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL COMPACTION. THE TRENCH SHALL BE BACKFILLED BETWEEN JOINTS BEFORE TESTING TO PREVENT MOVEMENT OF PIPE. 4. THE SYSTEM SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUB OUTS. FLOW RATE SHALL BE A MINIMUM OF 10 FT/SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR TO ENSURE SAFETY. THE FLUSH SHALL BE WITNESSED BY AN INSPECTOR. 5. PRIVATE FIRE HYDRANTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES POST INDICATOR VALVES, AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED WITH 2 COATS OF WHITE, RUSTOLEUM #2766 PAINT. 6. ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT CLEARLY INDICATE THE BUILDING, 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 CllY OF NEWPORT BEACH FIRE DEPT. LOCATION MAP DR FASHION ISL,\ND PROJECT LOCATIOl'J SHEET INDEX SHEET TITLE SHEET SEWER & WATER TRAFFIC CONTROL OF N.T.S. --- NO. 1 2 3 CONSTRUCTION NOTES AND QUANTITIES NO. DES CR I PT! ON QUANTITY UNIT SEWER CONSTRUCTION NOTES --0-REMOVE PLUG AND JOIN EXISTING 6" VCP LATERAL. 2 EA. 2 INSTALL 6" PVC LATERAL PER CITY OF N. B. STD-406-L 321 L. F. 0-INSTALL SEWER CLEANOUT PER CITY OF N. B. STD-406-L 8 EA. . 4 INSTALL TEMPORARY PLUG UNTIL BUILDING CONNECTION 4 EA. ©-INSTALL 4" PVC LATERAL PER CITY OF N. B. STD-406-L 137 L. F. 6 (j)--,_ -- -- 8 -- ©--- WATER CONSTRUCTION NOTES ®-JOIN EXISTING 2" DOMESTIC WATER SERVICE PER CITY OF N. B. STD-503-L 2 EA. 11 INST ALL 2" DOMESTIC WATER SERVI CE PER C !TY OF N. B. STD-503-L 2 EA. ®-lNSTALL 2 1/2" TYPE "K" COPPER TUBING TO WITHIN 5' OF BUILDING. 77 L. F. 1.3 lNSTALL FIRE HYDRANT ASSEMBLY PER Cl TY OF N. B. STD-500-L 2 EA. @-HOT TAP & JOIN EXISTING WATER MAIN PER CITY OF N. B. STD-507-L 4 EA. 15 INSTALL THRUST BLOCK PER CITY OF N. B. STD-510-L-A 11 EA. ·- ®-INSTALL REDUCER AND THRUST BLOCK PER CITY OF N. B. STD-510-L-B 2 EA. 17 INSTALL 4" PVC WATER UNE, SDR-14 (CLASS 200) PER C !TY OF N. B. STD' S. 110 L. F. ®-INSTALL 6" PVC WATER LINE, SDR-14 (CLASS 200) PER CITY OF N. B. STD' S. 302 L. F. 19 INSTALL 6" DUCTILE IRON FIRE RISER CONNECTION PER DETAIL ON SHEET 2 2 E~ .. ®-INSTALL 6" DOURIF CHECK DETECTOR PER C !TY OF N. B. STD-517-L 2 EA. 21 INSTALL 2" BACKFLOW PREVENTOR PER CITY OF N. B. STD-520-L 2 EA. @-INSTALL 2 1/2" SIAMESE FIRE DEPARTMENT CONNECTION PER DCTA[L ON SHEET 2. 2 EA 23 JOIN EXISTING 8" WATER PER DETAIL ON SHEET 2 2 EA. @---- 25 - ~--- ®-:::::-. -- ®7. -- @ '. NOTE TO CONTRACTOR QUANT[TIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK. THF CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITIES INVOLVED. SYMBOL LEGEND • 0 ----0-- POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL 0 00 .LLL. ..LL£. ..LL£. ..LLL. :;;';"" : : : :: :::::::'. I . . . ~ .. •. _. : .•. _· .• • :I ~/UZ/d ---- ----- TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERlY LINE NEW CONSTRUCTION --Ii.--- ---s - -----'vi---·- G-- - --E-- -TEL- -TV-- -SP-- b: CENTERLINE SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM 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 NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-B00-422-4131 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 1-800-227-2500 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA - CITY OF NEWPORT BEACH PREPARED BY, BENCHMARK= 0. C. S. 3S-18-70 BASIS OF BEARING8' TTTLE SHEET [B THE KEITH COMPANIES . 45 MILES ALONG MACARTHUR BLVD., FROM THE JUNCTION OF THE PACIFIC COAST HWY AND MACARTHUR BLVD., 52. 0 FT. WEST OF THE CORPORA TE PLAZA SEWER AND WATER PLAN IA IA Civil Engineering• Land Surveying ► 2955 Red Hill Avenue CENTERLINE OF THE BLVD., 98. 6 FT. NORTH OF Mapping• Environmental Services Cosio Mesa, CA 92626 A POWER LINE POLE (155145BE), 6 FT. LOWER THAN THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF FARALLON DRIVE SHOWN AS N87'30' 00" ON PARCEL MAP 27-17, RECORDS OF ORANGE COUNTY. PARCELS 3, 9-11 AND A PORTION OF PARCEL 1 OF NBLLA 90-2 t;,/18/98 REV. LOCA770-VS OF PCVJ3L.E Cl/4"'Clf /7ETECTOl'fS, APP&P ::? "WATER' METER { 9el'f VICE, Wa. Resources• Land Planning (714)540-0800 BLVD., IN A CONCRETE CULVERT, SET IN THE • . / TOP OF THE HEADWALL. CITY OF NEWPORT BEACH 5_;, '·~ c;. I/ 15/'e'B REWSEP GE/YEM' LArcrrAL TO cl,/CLOSt/RE / ev1LP/NG I/ PEZETEP CONST. ;VOTE & (MIi)/ APPEP Tff/lFF/C ccNT.-(}/IT4 DA TE REVISIONS '°7. , Y'~ ; z./,/¢J? 1995 ADJ. ELEV. = 180. 597 DOUGLAS J. JOH SON R.C.E. 4744 7_ (E~X~P-~1 ?a!../~3:l.1 /~9:.::_9)~ _______________ _L _______________ L __ P...:.U=-BL=IC..:.._W.:..O:..:RK..::..:..:S __ D=-E=P...:.A...:.RTM.:..:..:.:.:E:..:NT.:...... __ l__:S:H:....::E::E:T.:.....::::::1=--0=-F-==4=-_J ~r ii C"~ " n m D 0 " ~ 0 " m D " ~ a ~ 1'; z 0 C z < . • C m • " ' 8 ~ " C p < " 2 !" n ~ I d ; ~L .----------------------------------------------··,,------------------------------------------------------------------------------------------------------------------------, 2 1 /2" SIAMESE FIRE DEPT. CONNECTION POTTER-ROEMER BRASS MODEL 5761 OR APPROVED EOUIVAL[NT ---------SIGN SHAU READ: , ~,r-~v SPRINKLER SYSTEM ""13.__1 BUILDING ADDRESS 126 - 124 - 122- 120 - 118 - 116 - I 8" MIN. METAL SIGN WITH /" HIGH LETTERING ON A CLEARLY CONTRASTING BACKGROUND; PERMANENTLY MOUNTED FIRE DEPT. CONNECTION NOT TO SC',LE F.G.= 122.50 1-11=-:::1 .. -.. , 8" 'II -, --'-I TT-" I-,' _ _.__~--, 4" PVC PERF. PIPE WALL SUBDRAIN ""---'1:;21:.:·;50 T.F. ' ' 120.50 B.F ~-l- a .. ~ F.F.=125.50 \I' \) \ " c,. • Sff PLUMBING PLANS 6" SEWER \ 11 ?. • •S \'i , 0.r. coR CONTINUATION CL=======~~~~=::::::=:'.'.==\ --- S=0.0200 ---- 116.58 /NV. 6"s 116.74 /NV. 6" S BLDG NO. 1 SEWER LATERAL DETAIL NOT TO SCALE 134 - 132 - 130 - 128 - 126 - 4" PVC PERF. PIPE WALL SUBDRAIN (/' SEWER RITA/NING WALL PER pf:/ECISE GRADING Pl AN -SHEET C9 fo'b V . , 5' -, ~~~-----'-111-1 1-,-, ~----.......,_------,-- -- BLDG NO. 2 SEWER LATERAL DETAIL NOT TO SCALE F'.F.=129.75 ".-----;-----;----------------------------------CITY OF NEWPORT BEACH APPROVED, ~ ,r-----t----+--------------------- 5 ~-------+----+----------------{ 4 ' -------+-----j--- 0 J ~ /A-t-6/-;-1-8/-;-9-8-t-R-EVI_S_E_D_L_OC-~-TI-ON_S_O_F_D_O_U_BL_E_C_H_EC_K_D_ET_E_C_TO_RS-.-AD_D_ED_2-:-,, -WA_T._ER-SE_R_VI_CE-CO_N_N-EC_T/_ON-(B-U-LL_ET_/N-2---2/-2-3/-9-8)--+ ,,i\.'1,:j;;.;:;:::::/7~;-;.<:,)fe•l\i'lrj ~ .--/1\-,1--i---1/-c-1-5/_9_8--t-----------------------------'------'---'--'---h.l~..,-~+~-.cr......-l ~ REVISED SEWER LATERAL TO ENCLOSURE. ADDED SEWER LATERAL PROFILE. {BULLETIN 2 -2/23/98) ~_N_o __ m_Ti_£ __________ R._E_~-~-~-~-----~~~~~~~~~: .. ,~AP,=P.~.-D,~~-~~ ,.t-4-1? DATE PARCEL BB LLA 97-8 EXTERIOR BU/LO/NG WALL 6" PVC PIPE PRESSURE CLASS 200 NOTES: 4' MIN. SYSTEM RISER SEE BUILDING PLANS DUCTILE IRON FLANGE AND SPIGOT PIPE DUCTILE IRON BELL AND SPIGOT PIPE THRUST BLOCK PER DETAILS AT RIGHT. 1. PIPE FITTINGS SHALL BE WRAPPED WITH TWO LAYERS OF 90-LB TAR PAPER OR FELT 2. ALL BURIED BOLTS SHALL BE COATED WITH "DEYWRAP 1425" OR APPROVED EQUAL 3. THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFILL OR CLASS 1 OO-E-100 SLURRY 4. THRUST BLOCK SHALL BE CLASS 560-C-3250 CONCRETE. R.C.E. 46214 FIRE SERVICE CONNECTION TO RISER NOT TO SCALE CITY OF NEWPORT BEACH 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 ~~=EER // /¥_/9., , DATE NOTES TO CONTRACTOR INSTALL AC X PVC ADAPTOR AT NEAREST JOINT 6" R.W. GATE VALVE (FE X MJ) _( EXISTING 8" ACP INSTALL AC X PVC ADAPTOR AT NEAREST JOINT a• WATER MAIN CONNECTION DETAIL •NOTE: CONTRACTOR MUST POTHOLE AND VERIFY LOCA T/ON OF ALL EXISTING UTILITTES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO OWNER AND ENG/NffR IMMEOIA TEL Y. NOT TO SCALE J CAN• ELEC• -120 -118 -114 L CONTINUATION ,.,-=-=-=-:;:-;:::::_::__:::_:::~_:::-=f:::: -] ?Irttlf.ATE SEWER LATERAL CONNECTION--...._ /) PER CITY OF N.B. STD-405-L. ---..._ ic,°'';, . EXTEND RISER BETWffN WYE , ' ~' ~.,,-* €. -110 AND ELBOW AS SHOWN. Cl' 7; 7,2• ::,; ~6 /'~ : . 474L/ 12/3' /9g CIVIL ~"<t- r rn.11 ~ - +i'!o ± 34 LF OF -1D6 6" P. V.C. @ 2.00% SEWER LATERAL PREPARED BY• SCALE: HOR/Z.: 1"=20' VERT. : 1"=4' [gj THE KEITH COMPANIES Civil Engineering• Land Surveying Mapping• [n vironmental Services Wot Resources• Land Planning ► 2955 Red HIii A venue Cos/a Mesa, CA 92626 (714)540-0800 (, Z, R.C.E. 47447 (EXP. 12/31 /99) SEWER CONS I RuCTION NOTES 0-REMOVE PLUG AND JOIN EXISTING 6" VCP LATERAL, 0---INSTALL 6" PVC LATERAL PER CITY OF N.B. STD--406-L 0-INSTALL SEWER CLEANOUT PER CITY OF N.B. STD--406-L ~ 0- INSTALL TEMPORARY PLUG UNTIL BUILDING CONNECTION INSTALL 4" SEWER LATERAL PER CITY OF N.B. STD-406-L ( ' ( . ,' ' ,, ' / ,,, ' _1......, ___ L--!--~; -..._/ \i I I \ ' .' -.. ~! --' ,1 • -: EIEC. PEDESTAL 145.0 B.O.P. -4 ' C.O. ELEC. • Sff ELEG>PLANS 14 .6 T.O.P. -1 S.D. • ; i \ ' -I ·-------, ~ :,,,-, -,, \-v·.,-<~:--,.--,-v~, CONDITION IV CONDITION VI 45' LATERAL . OR ELBOW CONDITION VII CONDmON VIII NOTES 1. PIPE FITTING SHALL BE WRAPPED WITH TWO LAYERS OF 90-LB TAR PAPER OR FELT 2. ALL BURIED BOLTS SHALL BE COATED WITH "DEV'NRAP 1425" OR APPROVED EQUAL J. THRUST BLOCK AREAS BASED ON 225 PSI PRESSURE AND 2,000 PSF ALLOWABLE SOIL PRESSURE WITH 2½ FEET OF COVER MINIMUM. ADDITIONAL BEARING AREA REQUIRED FOR SPECIAL CONDITIONS SHALL BE APPROVED BY THE DISTRICT ENGINEER. 4. THRUST BLOCK BEARING FACES SHALL 8[ PLACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFILL OR CLASS 100-E-100 SLURRY. 5. THRUST BLOCKS SHAU BE CLASS 560-C-3250 CONCRETE, UNLESS SPECIFIED OTHERWISE. 6. TO FACIUTA TE FUTURE REMOVAL OF THRUST BLOCK AND LINE EXTENSIONS: A. INSTALL ¼" BENT ROD HANDLES B. USE CARDBOARD SEPARATORS BETWffN BLOCKS, IF NffDED. TIRJ8T BLOCK BEARN'.l ARS4 N SOOAIE FEET' Pf'E/JZE cotDT1CN I " m I,' V VI VII VIII 4• 2.0 2.9 2.0 2 II 2.0 2 II 2.0 4 II f.6 2.0 2 ti 1.6 6" 4.J 6.0 4.3 2 II 4.3 2 II 4.J 4 II J.J 4.J 2 0 J.J If 1.4 10.5 7.4 2 0 7.4 2 II 7.4 4 II 5.7 7.4 2 0 5.7 Jo" 12.1 17. 1 12.1 2 0 12. 1 2 II 12.1 4 0 9.J 12.1 2 0 9.3 12" 17.2 24.3 17.2 2 0 17.2 2 ti 17.2 4 0 1J.2 17.2 2 II !J.2 14' 20.7 29.3 20.7 2 0 20.7 2 0 20.7 4 0 15.8 20.7 2 0 15.8 16" 26.7 37.B 26.7 2 0 26.7 2 ti 26.7 4 0 20.5 26.7 2 II 20.5 THRUST BLOCK DETAILS NOT TO SCALE CORPORATE PLAZA SEWER AND WATER PLAN PARCELS 3, 9-11 AND A PORTION OF PARCEL 1 OF NBLLA 90-2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 "' j; ., ~ ~ ~ "' ~ a ~ ~ ! ~ a -a a ~ a 8 ~ ,' ______________________________________________ ,,,,----------========------------------------------------===-----------------~--------------------------=----------------------==-----, y y . -~--- 5 4 3 2 I NO. -i 'I!:·,' ,:..:__•_, • • DATE REVISIONS '" ' 'i '""""'' -. • ,rvru-. ··, AREA ' , , TYPE.I OR I( BARRICADES--, !' I i; I •-• I--I r--t. AVOCADO AVENUE CITY OF NEWPORT BEACH APPllOVED' /,-<"-) , .• • • · •• ~DEUEATORS . ' •• • • ' I. ' / f:i/;, "'i JtJ'fl, 'ld1--{.,.__ FF/C ENGINEER APP. DAil. ' DATE ', ' = e •· • \-_'.•.' .-!_" -.>, .. /....:.- :_' J ' i - ' ~50L' --t-~'-'--'-75'--'---il ~· TRANSmON -. .. . . . - NOTES: 1) TRAFFIC CONTROL TO BE PLACED IN CONFORMANCE wm-1 WA.T.C.H MANUAL SPECIFICAT10NS 2) WORK HOURS SHALL BE BETWEEN 900 AM. AND 3:00 P.M ONLY. 3) CONTRACTOR MUST PLATE OR TEMPORARILY BACKRLL WORK AREAS DURING NON-CONSTRUCTTON HOURS. 4) ALL mAFFJC CONTROL DEVICES SHALL BE REMOVED FROM 1HE ROADWAY BY 3:()() P.M EACH DAY OF Or-"ERA 110N. PFEPARED sr, [g THE KEITH COMPANIES , ___ :' " INSTP,L.L SKm 550' C1o (FfT) CORPORATE PLAZA TRAFFIC CONTROL PLAN C23 Civil Engineering• Land Surveying Mopping• Environmental Services Wo Resources• Land Planning ► 2955 Red Hill Avenue Costa Mesa, CA 92626 (714)540-0800 PARCELS 3, 9-11 AND A PORTION OF PARCEL 1 OF NBLLA 90-2 12.1~1,1 DOUGLAS J, R.C.E. 47447 (EXP. 12/31/99) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ENCROACHt.tENi SHEET 3 OF 4 ~, Z' ii sl " ol ' m 0 u " D D u m D C " l) '" !; < > 0 ;;: C 7 < " ro m • " ' D ' ~ " t z "' D ~, O• IL f1 Z' II 0 r 0 " D m 0 0 . " 1J 0 " m D u ~ ro < > 0 C z 7 1il J, :I ~ 0 00 Ol Hj (f.j I ' 1 i j f'-1 i • -~, r\t ' " i , _ _j i' 01 i .~f ·-''-1 - . • ' k .W.WTAIJI 10~ MIN. LEFr · TURN LANE. I \: ' i , " .-~ i"S.-,, : ·-., . .,. +< ., • i --.p, .•. -r---( - --,----- 10' MIN. LEFp / • , .. ' . • ~ Rl7 }. •• i I ;< -,.t \ ' __ \,~---,-,,<'.\ 'i{ I ' -·--~--------' .. \ . ' \ . -~---~--'-'~ ,// ' " i \ ' ' ,:_ ;(.,, I,·<-, 'I ,-_. . --H _.:-, < C30 C23 -==--,- I , /..BRARY PARKING i(l 1 20' TURN l.ANE LIBRARY SERVICE ENTRY f-==-1--,c;;,~=-1-------------------------550'TRANSITION--------------=:::::::.:..::::::.:::::::.'.:::'..'.~-----1------------------------:t600'--------------------------------------+-~cc.551J'c.c... I--' Cl) <( W! I : \. i I ~c=c.-.. c_ ______ , AVOCADO AVENUE :cl! ... ·cC20 (LTJ 1\?:------- '' ----\- DEUEATORS AT ~--40' NTERVALS ! \ ------ NSTALL C228 Ba-I WITH FLASHNG i __ ..,Affi'OW BOAHJ_L ------ PHASE ONE TRAFFIC CONTROL HIC1f LEIB.. WARNING DEVICE WITH C228 ._ ___ ------. --------- --------_,,_ """' ---=-.::::-_, ___________ ---,----·=~~= _____ ~::-~------·--1 ·----=e.c~•::-cc--::c • --------•------•- • 1t • DELJNEATORS AT 20' INTERVALS • • _____ J,_ ' --~1- ---·:r+::-~---·-----, / ,;- --~6'-• • ---550'TAANS/TTOIN-------------------------i PHASE ONE TRAFFIC CONTROL / ' i --{------>- ----·---! \ -,---- ----·-----------·"'-· / SOUTHBOUND NORTHBOUND / / --/( __ ' , ·-------·--------,...--------'-----··-- I ---------------"\-- ' ' ' ------,, --·-----· ---j ---',;----- / ! >--------------------------550'TRANSmON---------------~---------1--~--------------------- 5 4 3 2 1 NO, 1 15 98 DATE PHASE TWO TRAFFIC CONTROL SOUTH BOUND RIGHT LANE CLOSURE CITY OF NEWPORT BE4CH APPROVllD, TRAFFIC ENGINEER ADDED THIS SHEET FOR SEWER CONSTRUCTION TRAFFIC CONTROL. ~-1.-~-9i ~RE=11;~1s,=1o~w=s ______ c.__ _________ __.j...::C.A-"'PP"-. -1-C.D,-'-!4 ri-'-r--l DATE a,, 0 D ( 5;.:c, ;1(" 12/31/ CIVIL ~1\IP 550' TflANSITI< PR/!l'ARl!D BV, [lj]THE KEITH COMPANIES Civil Engineering• Land Surveying Mapping• Environmental Services Water Resources• Land Planning ► 2955 Red Hill A venue Costa Mesa. CA 92626 (714 )540-0800 DOUGLAS J, JOHNSON R.C.E, 47447 (EXP. 12/31/99) 1) 1RAFRC CONTROL TO BE PLACED IN CONFORMANCE WfTH WA T.C.H. MANUAL SPEC/RCA T10NS. 2) WORK HOURS SHALL BE BETWEEN 9:()() A.M. AND 3--00 PM ONLY. ::J) CONTRACTOR MUST PLA1E OR TEUPORARILY BACKRLL WORK AREAS DURING NON-COf-BTRUCTlON HOURS. 4) ALL 1RAFRC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3--00 P.M. EACH DAY OF OPERATION. \ \ \ i \!. /-+'-----/ \ ',: l F' I i :I: C20 ,{RT) ' ' ' C23, ------ ----------'"-------~--'~---/~-------T / ./' / CORPORATE PLAZA TRAFFIC CONTROL PLAN FOR SEWER LATERAL CONSTRUCTION IN AVOCADO AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ENCROACHt.tEN"' SHEET 4 OF 4 l I :1 I!' z m