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HomeMy WebLinkAboutR_5731_S:c § ~ 25 _ti+---1/--...'.:'.'.:~___:_'.'.'.::__,------t- CE m ADAMS AVf._ rn z f:2 (!) i;; z §s ~ F= ~ ' z ~ => "' :c Li... CITY OF COSTA ~ 0 MESA m ~ ~ ~ VICTORIA w > <( 19TH ST. VICINITY MAP BAKER / ci ~ ~ ~{,f;- ORANGE -R~ COAST r!'$' \) COLLEGE ,::,½ ORANGE CO. -% FAIRGROUNDS 'l' "' w ,, ~ a, ~ PP EWPORI, BAY/, 52. )CITY CONSTRUCTION NOTES AND QUANTITIES Cl '3 co er :::, :i:: ;- De: <( 1 ~ i N.T.S. CITY OF IRVINE ,t· UNI VERSl TY (l? U.C.I. NO. DES CR I PT! ON QUANTITY UNIT SEWER CONSTRUCTION NOTES 1 1----< CONSTRUCT 8" V. C. P. REGULAR STREN-~GT=H~S=Ew=E=R~LI~N"'EccP=E=Rc--ccDE=TccAcc-lLc-,;"-,-A"" -cOccN~SHc-cE:=E=T-4,------,---ccc--,-------l AND CITY OF N. B. SPECIFICATIONS 74 L. F. CONSTRUCT 48" SEWER MANHOLE PER C !TY OF N. B. STD-401-L 3 EA. }2:~c~RE~M~O~VE[~P~LU~G[~AN~DCJ~O~IEN~E~XJIS~T~I~NG~~V~. C~-~P:. :~::~=====================------+--~l --+--=E~A·_-1 INSTALL B"x 12" V. C. P. ECCENTRIC INCREASER 1 EA. PLUG PVC SEWER FOR FUTURE CONNECT! ON EA. SAWCUT, REMOVE AND DISPOSE OF EXISTING A. C. PAVING AS NEEDED 114 S. F. CONSTRUCT A. C. PAVING & AGGREGATE BASE PER DETAIL A ON~S~HEccE~T~4---------l--,'-11,...4'-----l-----:CS'--. F='_'---l REMOVE AND REPLACE SIDEWALK PER CITY OF N. B. -'-S--'TD'----"1-"-80'----=L-~~~------+-~8_0 __ -+-_S.-'F-'-.--I }--=:__ CONSTRUCT 4" PVC (SDR 35) SEWER PE_~R_C_IT_Y_O_F ___ N-~B~·-S=P=E~Cl=F-"1--'CA=T=l=ON~S ______ +-_5_1_0 __ +-_L_.=F_. -I CONSTRUCT 6" PVC (SDR 35) SEWER PER CITY OF N. B. SPECIFICATIONS L. F. CONSTRUCT 8" PVC (SDR 35) SEWER PER CITY OF N. B. SPECIFICATIONS 512 L. F. CONSTRUCT SEWER LATERAL CONNECTION PER CITY OF N. B. STD 405-L 5 EA. CONSTRUCT SEWER CLEANOUT PER CITY OF N. B. STD 406-L 4 EA. u _ _, OF BISON <( WP AV[ EA t-PUBLIC WORKS DEPARTMENT INSTALL TEMPORARY PLUG UNTIL BUILDING CONNECTION 6 EA. _ INSTALL ONE ( 1) 24" LENGTH OF 12" V. C. P. 1 EA. LINE EXISTING C.S.D.O.C. MANHOLE PER SECTION 33-4200 C.S.D.0.C. STD. SPECS. 1 EA. WATER CONSTRUC11ON NOTES RD. c,~ Ro_ IMPROVEMENT PLAN FOR WEST CORPORATE PLAZA APPROVED: (fJwJi PUBLIC W6'RKsoJRECTOR DATE: ..., INDICATES AREA SHOWN ON LOCATION MAP PAc1r1c ~ APPROVED: GENERAL NOTES f. Ml. WORK DETAllED ON THESE PWIS TO BE PERFORMED UNDER CONTRACT SHALL. EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECl.\l. PROVISIONS, OR IN THIS CONTRAcrs SPECW. PRO'IISIONS, BE CONSTRUCITO IN ACCORDANCE l'/ITH THE "STANDARD SPECIACATIONS FOR PUBLIC l'/ORKS CONSTRUCTION; 1994 EDffiON mo SUPPLEMENTS TO DA TE. 2. EXISTING UNOERGROUND l/llUTIES ARE SHOWN AS PER AVNIABLE RECORDS. THE CONTRACTOR SHAll BE RESPONSIBl£ FOR VERIFYING THE ACTUAL LOCATION, AND lll\lATION IN THE FlELD, PRIOR TO BEGINNING OF CONSTRUCTION. 3. STATIONING REFERS TO CENTERLINE OF STREET. 4. EXISTING UNDERGROUND UTLITIES ARE SHOWN AS PER AVNIABLE RECORDS. IBE CONTRACTOR SHAll BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO lll\lATION IN THE FlELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 5. All EXPOSED CONCRffi SURFACES SHAll CONFORM IN GRADE, COLOR AND FlNJSH TO AU. AllJOINING CURBS ANO VIAi.KS. 6. AU. UNDERGROUND "ORK SHAll BE COMPLETED PRIOR TO PA'IING OF STREET AND DRIVEl'IAYS. 7. SEVIER, WATER IUD STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMAITO QUANTITIES ARE HORIZONTAL DISTIUCES. 8. THE CON"TRACTOR SHAll REQUEST INSPECllON FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING /oll'f WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHAU. AlSO BE NOTIFIED AFTER PLAC£MENT OF FORMS AND PRIOR TO PL\CEMENT OF /oll'f CONCRffi FOR CURB & GLITTER SO THAT THE FORMS CAN BE CHECKED FOR LINE mo GRADE AND COMPARNJILJJY WITH EXISTING CONSTRUCTION. 9. THE WAUS ANO FACE OF All EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHAU. BE EFFECTIVa. Y GUARDED 8Y A SHORING SYSTEM; SLOPING OF THE GROUND DR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHAll AfSO BE GUARIJ!JJ "llEII EXAIIINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECITO. 10. THE CONTRACTOR(S) SHAll OBTAIN A PERMIT TO PERFORM EXCAVATION OR lRENCH WORK IS DESCRIBED IN NO. B AllOVE. 11. AU. SEl'IER PIPES SHAll BE BEDDED IN ACCORD l'IITH CITY OF NEl'IPORT BEACH STD-108-L 12. WATER MAINS SHAll HAVE A MINIMUM OF 3rl' OF COVER FROM SUBGRADE. 13. Ml. CONCRETE SH.'U. BE 540-C-3250. 14. THE FlRE DEPARTII.El/T SHAll BE NOTIFIED 48 HOURS IN ADVANCE OF ALI. LANE CLOSURES. 15. VCP SEVIER PIPE MAY BE USED IN llEIJ OF PVC BY SPECIAL PERMISSION PIPE SHAll BE MANUFACTURED PER AST\.I 0-303+ SOR OR AST\.I F-789. All. flTllNGS SHAll BE PREFABRICATED FULL-BODY flTllNGS. Pl'C SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM (j BELOW THE PIPE TO 12" A8Wf. THE TOP OF PIPE mo SHAll BE CONSOUDAITO 8Y JITTING JITTING PRIOR TD COMPL.EllON OF TRENCH BACKAlL 16. All. SEVIER LINES TO BE 01\'NED, OPERATED AND MAINTNNED BY THE CITY OF N!:WPORT BEACH SHAU. BE 'IIDEO INSPEC!ID AFTER CLEANING, AIR TESTNG mo MANDRIWNG. All VIOEO INSPECTION SHAll BE PERFORMED 8Y THE COY l/TllJTIES DEPARTII.El/T. THE DE.'IELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE COY FOR VIDEO INSPECTION. /oll'f SEWER LINE FOUND TO BE INSTAIJ.ED INCORRECTLY, DEFECll'IE, DAMAGED OR OTHERWISE SHAll BE REPAIRED/REPL\CED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL ANO 'IIDEO, PRIOR TO ACCEPTANCE. 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 FI. LOWER THAN BLVD., IN A CONCRETE CULVERT, SET IN THE TOP OF THE HEADWALL. 1995 ADJ. ELEV. = 180.597 Dcr-44' ~ APPROVED: FIRE/SPRINKLER SYSTEM NOTES 1. PRIOR TO INSTAUATION, /oll'f REQUIRED PERMITS SHAll BE SECURED FROM IBE CITY BUILDING DEPARTMENT. 2. INSTAUATION, INSPECTION mo TESTNG SHAU. CONFORM l'/ITH THE 1994 EDITION Of NFPA STANDARD 13 AIID THE 1992 ADDmON OF NFPA STANDARD 24, INCLUDING /oll'f AMENDMENTS BY THE CITY OF NEWPORT BFACH FIRE DEPf. WHERE IBE \'/ATER AUTHORITY REQUIRES BACKFLOl'I PROTECTION THE FOLLOWING METHODS OR ASSEMBLIES ARE ACCEPTABLE: A. AN ABfNf. GROUND ASSEMBLY APPROVED BY THE WATER AUTHORITY, PAINIED WHITE, AND WITH THE VALVES LOCKED IN IBE OPEN POSITTON. VALVES CONTROWNG MORE THAN 100 SPRINKLER HEADS SHAll BE MONITORED TO AN APPROVED LOCATION. B. A BELOW GROUND ASSEMBLY APPROVED 8Y THE \'/ATER AUTHORITY ANO LOCATED IN IU APPROVED VAULT. THE LAST VALVE ON THE ASSEMBLY SHAll BE CONTROll.ED 8Y IU APPROVED POST INDICATOR DEvlCE. THE POST INDICATOR OEvlCE SHAll BE PIJNTED WHITE. LOCKED IN THE OPEN POSITION AND IF CONTRDWNG MORE THAN 1 DD SPRINKLER HEADS MONITORED TO AN APPROVED LOCATION. C. THE LOCATION OF CONTROL DEVICES SHAU. BE APPROVED 8Y THE CITY FIRE DEPT. AND THE WATER AUTHORITY. 4. APPROVED ARE DEPARTMENT CONNECTIONS (FDC) SHAll BE LOCAITO l'IITHIN 25' OF A PUBLIC FlRE HYDRANT. THE FDC SHAll BE ORIENTEJ TO FACE THE ARE DEPARTMENT ACCESS ROAD. THE FDC SHALL BE PROPERLY SUPPORTED ANO SHAll BE PROTEC!ID FROM MECHANICAL INJURY. THE SIZE OF PIPING AND IBE NUMBER OF INLETS SHAll BE APPROVED BY THE ARE DEPT. FIRE DEPARTMENT CONNECTIONS SH.'U. BE PNNTED WHfTE. 5. PER N!:WPORT BFACH ARE DEPARTMENT STANDARD NO. F-1, REQUIREMENTS FOR IDENTIACATION SIGNS AT FIRE DEPARTMENT CONNECTIONS, ARE AS FOLLOl'/S: A. SIGNS SHAll BE CONSTRUCTED OF A DURABLE MATERIAL, PREFERABLY METAL B. SIGNS SHAU. BE A MINIMUM OF FOUR INCHES HIGH 8Y EIGHT INCHES WIDE. C. L.EITERING ON THE SIGN SHALL BE AT l£AST ONE INCH IN HEIGHT ON A CL.EARLY CONTilASTING BACKGROUND. D. SIGNS ARE TO BE PERMANENll.Y MOUNTED ON IBE BUILDING ADJACENT TO THE F.D.C. OR ON lttE F.O.C. AND MUST BE VISIBLE FROM THE ADJACENT ROADWAY. E. AU. SIGNS MUST STATE THE ADDRESS OF IBE BUILDING BEING SERVED AND IDENTIFY THE lYPE OF SYSTEM SERVING THE BUILDING. SEE ARE DEPT. STD. NO. F-1 FOR SIGN DETNL5. 6. EVERY SPRINKLER S1S1EM SHAll HAYE A SEPAAATE CONNECllON FROM THE PRIVATE ARE W.JN. 7. WHERE IT IS IMPRACTICAL TO PROVIDE A POST INDICATOR VALVE, VALVES SHAll BE PERMITTED TO BE PL\CED IN VALvE ROOMS ACCESS1BLE FROM EXTERIOR, ON EXTERIOR RISERS OR ON INTERIOR RISERS WITH INDICATING POSTS AARANGED FOR Ol/TSIDE OPERATIONS, OR IN PITS WITH PERMISSION OF THE AUTHORITY HA'IING JURISDICTION. 8. PRIVATE ARE HYilRAllfS SHAll BE AN APPROVED \'/Er BARREL S1YL.E \'/ITH A MINIMUM OF ONE 2-1 /2" AND ONE 4' OUTUJ. All Ol/11.ETS SHAll BE PRO'IIDED WITH NATIOIW. STANDARD IBREADS. Ml. FlRE HYDRANTS SHAll BE INSTALLED ON A (j RISER. 4" OUT.ET(S) SH.'U. FACE TOWARD FlRE DEPARTMENT ACC£SS ROADS. THE LDl'/EST OPERATING NUT SHAll BE LOCATED A MINIMUM OF 111" ABOVE GRADE IUD HYDRANT FL\NGE(S) A MINIMUM OF 2" ABOVE GRADE. FIRE HYilRAllfS SHAU. BE LOCAITO A MINIMUM 40' FROM AU. STRUCTURES. A KEYED GATE VALVE SHAll BE PROVIDED FOR fACH HYDRANT IN AN ACC£SSIBLE LOCATION (VALVES SHAll NOT BE LOCATED IN PARKING STAU5). 9. LARGE PRIVATE FIRE SERVICE !MIN SISJEMS SHAU. HAVE POST INDICATOR lYPE SECTIONAL CONTROWNG VALVES AT APPROPRIATE POINTS IN ORDER TO PERMIT SECTIONALIZING THE SISJEM IN IBE EVENT OF A BREAK, OR FOR IBE MAKING OF REPIJRS OR EXIDlSIONS. 10. All PIPE SHAll BE APPROVED FOR USE IN "ARE SERVICE SISIEMs", CLASS 200 MINIMUM .ALL FERROUS METAL PIPE SHALL BE LINED. Ml. FERROUS PIPE AND flTllNGS SHAll BE PROTEC!ID l'/ITH A LOOSE 8-MIL POL\'EIHYI.ENE TUBE. THE ENOS OF THE TUBES SHAU. BE SrALED \'/ITH 2" TAPE APPROVED FDR UNDERGROUND USE. Ml. SOLITO JOINT ACCESSORIES SHAll BE CLEANED mo THOROUGHLY COATED l'IITH ASPtw.T OR OTHER CORROSION RETARDING M'.TERW. AFTER ISSEMBLY AND PRIOR TD POLY-TUBE INSTAUATION. 1 f. A MINIMUM OF 3(j OF COVER FROM ANISHED GRADE TO TOP OF PIPE SHAll BE PROVIDED ABfNf. PIPE. 12. APPROVED PIPE AND flTllNGS SH.'U. BE INSTAIJ.ED UNDER BUILDING FOOTINGS. ADEQUATE CLEARANCE SHAll BE PROVIDED OVER PIPE AND flTllNGS THAT RUN UNDER FOOTINGS TO PREVENT 0/>MAGE FROM BUILDING SETIUNG. A MINIMUM OF 'l' CLEARANCE SHAll BE PROVIDED WHERE PIPE PASSES THROUGH THE FLOOR OR WN.L UNDERGROUND PIPING SERVING FIRE SPRINKLER RISER SHAll TERMINATE l'IITHIN 111" or AN EXTERIOR \'/ALL AND (j ABOVE FINISHED FLOOR. 13. THRUST BLOCKS OR OTHER APPROVED MElllOO OF THRUST RESTRAINT SHAll BE PROVIDED WHEREVER PIPE CHANGES DIRECTION (SEE SHEET 2 FOR THRUST BLOCX DEfNLS). FIELD INSPECTION NOTES AND REQUIREMENTS 1. A ANAL INSPECTION IS REQUIRED. SCHEDULE AU. INSPECTIONS IUD TESTS FOR1Y-EIGHT (48) HOURS IN ADVANCE BY PHONING (714) 644-3107. 2. THE lRENCH SHAll BE EXCAVATED FOR IBRUST BLOCKS AND INSPEC!ID PRIOR TO POUR. All CORROSION PROTECTION SHAll BE IN PL\CE. CARE SHAU. BE TAKEN i/HEN FORMING AND POURING THRUST BLOCKS THAT flTllNGS mo 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 AFIY PSI) SHAU. BE WTTNESSED 8Y IU INSPECTOR BEFORE BACKFlll AND SOIL COMPACTION. THE TRENCH SHAU. BE BACKFlll.ED BE1WEEN JOINTS BEFORE TESTNG TO PREVENT MOVEMENT OF PIPE. 4. THE SYSTEM SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUB OUlS. FLOW RATE SHAll BE A MINIMUM OF 10 FT /SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT SHAll BE PROVIDED 8Y IBE CONTRACTOR TO ENSURE SAFETY. THE FLUSH SHALL BE ~TINESSED 8Y AN INSPECTOR. 5. PRIVATE ARE HYDRANTS, SPRINKLER COmROL VALVES, DffiCJOR CHECK ASSEMBLIES POST INDICATOR VALVES, AND FIRE DEPARTMENT CONNECTIONS SHAll BE PNNTED l'IIIH 2 COATS OF WHITE, RUSTOLEUM #2766 PNNT. 6. Ml. CONTROL VN.VES SHAll BE PROVIDED WITH PERMANENT SIGNS THAT Cl.EARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VALVE SERVES. 7. Ml. FlRE SPRINKLER SISJEM CONTROL VALVES (INCWDING DETECTOR CHECK ASSEMBLY VALVES), SHAll BE SUPERVISED BY A CENTRAL AIARM SYSTEM APPROVED 8Y THE CITY OF NEWPORT BEACH FIRE DEPT. BASIS OF BEARINGS/COORDINATES: IMPORTANT INIOTICIE THE BEARINGS SHOWN HEREON ARE BASED- ON THE CENTER LI NE OF EAST COAST HIGHWAY, SHOWN AS "N49'27' 27"W" ON A MAP FILED IN BOOK 10, PAGE 20 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. 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 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST T/10 DAYS BEFORE YOU DIG UNDERGROUND SERVICE AL£RT OF SOUTI-fERN CALIFORNIA CITY OF NEWPORT 9£ACH CITY OF NEWPORT BEACH ~ 11-----t----+------------------------------+---+-----t-TH-IS_P_LA_N_IS_S_I_GN_E_D_B_Y_TH-E-CI_TY_O_F_N_f)II_PO_R_T_B_EA_C_H-FO_R_C_O_NC_E_P_T ___ -1 ~11-----t----+------------------------------+-----f-----t t;j AND ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED /?.J ~,._,._ l'~eL<1la DATE ii: "' ~ D--"""""'1"'--+--11_,_/2-"-'f---'--'98 REVISED WATER CONNECTION (DITA/L "A") AT EAST COAST HIGHWAY -NO. DATE REY/S/ONS APP. DATE •~-\ •"It!. DATE DATE: DATE: (FOR PRIVATE UNDERGROUND FIRE SYSTEM) EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY NUMBERS (800)427-2000 895-0221 PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS 611 644-3311 962-2411 COMCAST CABLEVISION 542-6222 (AFTER 6: 00 PM) 542-3975 PROJECT LOCATION LOCATION MAP FASHION ISLAND FMALLON DR SHEET INDEX N.T.S. SHEET TITLE SHEET WATER NO. SEWER EAST COAST HIGHWAY SEWER CONNECTION PRIVATE STORM DRAIN NEWPORT CENTER DRIVE MEDIAN MODIFICATION TRAFFIC CONTROL PLAN (MEDIAN AT N. C. D.) TRAFFIC CONTROL PLAN (WATER) PH. I TRAFFIC CONTROL PLAN ~ WATER) PH. I I TRAFFIC CONTROL PLAN SEWER ATE. C.H.) TRAFFIC CONTROL PLAN WATER ATE. C.H.) PREPARED BY: 1 2 3 4 5 6 7 8 9 10 11 jg THE KEITH COMPANIES Civil [ngincering • Land Surveying I> 2955 Red Hill Avenue Mapping• E"nvironmen tat Services Costa Meso, CA 92626 Wate Resources• Land Planning (714)540-0800 C'd 'efa~---fl I ,r R.C.E. 47447 (EXP. 12/31 /99) DEVELOPER, INSTALL 2 1/2" TYPE "K" COPPER TUBING TO IVITHccIN~5,.------cOcc-F---cBccU--cclL--:Dcol,.,-NG=-.--------.--1:-c2c-=O---,---,L-.=F-. -I _ ___, INSTALL 4" PVC WATER LINE, SDR-14 ( CLASS 200) PER CITY OF N. B. STD' S. 250 L. F. NOT US[D )------1 INSTALL 8" PVC WATER LINE, SDR-14 ( CLASS 200) PER CITY OF N. B. STD' S. 2870 L. F. INSTALL 8" DOUBLE CHECK DETECTOR PER CITY OF N. B. STD-517-L 2 EA. INSTALL 2 1/2" SIAMESE FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 2 EA. INSTALL-8" DUCTILE IRON FIRE RISER CONNECTION PER DETAIL ON SHEET 2 2 EA. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N. B. STD-500-L 4 EA. INSTALL 2" DOMESTIC WATER SERVICE AND METER PER CITY OF N. B. STD-503-L 2 EA. INSTALL 2" BACKFLOW PREVENTOR PER CITY OF N. B. STD-520-L 2 EA. INSTALL THRUST BLOCK PER CITY OF N. B. STD-510-L-A EA. J---HOT TAP & JOIN EXISTING WATER MAIN PER CITY OF N. B. STD-507-L 1 EA .. --------+--~--t--~---1 INSTALL 8" GATE VALVE (FExMJ) PER CITY OF N.B. STD-508-L 6 EA. }----1 NOT USED ---------+-----+-----! CONSTRUCT BLOW-OFF ASSEMBLY PER C !TY OF N. B. STD-525-L EA. _ ___, REMOVE AND REPLACE EXIST. A. C. PAVEMENT PER-=--CI_T_Y_O_F------'N'--. B:..c·~ST~D~-...:.1_05.:...----=L...:.-...:.A ____ -+-__ 99_9 __ -+-....::S:.:.·.:...F.:.... ---1 CONSTRUCT 8"x 8" DUCTILE IRON TEE, MJxFE WITH RETAINER GLANDS AND THRUST BLOCK PER CITY OF N.B. STD-510-L-A CONSTRUCT 8", 4" DUCTILE IRON TEE, MJxMJ WITH RETAINER GLANDS AND THRUST BLOCK PER CITY OF N.B. STD-510-L-A 4 EA. 2 EA. CONSTRUCT DUCTILE IRON BEND, (FITTING TYPE PER PLANS) AND THRUST BLOCK PER CI TY OF N. B. STD-510-L -A 23 EA. CONSTRUCT 12" DUCTILE IRON TEE, FExFE WITH RETAINER GLANDS AND THRUST BLOCK PER CITY OF N. 8. STD-510-L-A 1 EA. CONSTRUCT 12"x 8" DUCTILE IRON REDUCER, FExFE.---ccWcc!TccH~RE=TccA-c-lN"'Ec;:R;--;cGL,--,Ac:-N:::-DS::-------+-------1----l AND REDUCER THRUST BLOCK PER CITY OF N. B. STD-510-L-B 1 EA. _ ___, CONSTRUCT 12" TRANSITIONAL COUPLING FOR TIE-IN TO EXISTING 12" A.C.P. WITH 12" DUCTILE IRON PIPE 1 EA. INSTALL ADAPTER FOR 8" D. I. P. FLANGE TO MECHANICAL JOINT 3 EA. REMOVE AND REPLACE 8" R. W. BUTTERFLY VALVE -----------+----1,------+-~EA=.--t SLURRY SEAL PAVEMENT TO SATISFACTION OF CITY OF N. B. INSPECTOR 15340 S. F. ---~---------------1-----+--_c...:.--'-'---1 REMOVE & REPLACE DAMAGED PAVEMENT TO SATISFACTION OF CITY OF N. B. INSPECTOR 988 S.F. REMOVE & REPLACE DAMAGED EXISTING CURB TO SATISFACTION OF CITY OF N. 8. INSPECTOR 15 L. F. _ INSTALL MJxFE D. I. P. ADAPTER 1 EA. STREET CONSTRUCTION NOTES CONSTRUCT 8" CURB & GUTTER TYPE "A" PER CITY OF N. B. STD-182-L 284 L. F. 1-----, CONSTRUCT 6" CURB ONLY "B" PER CITY OF N. B. STD-182-L 43 L. F. CONSTRUCT AC PAVING OVER AGGREGATE BASE TO MATCH EXISTING PAVEMENT .::.:SE_C_T:..._IO-'-N'----+--3'-'5-"3-"-3 __ +-_S_._F,--t 1-----, SAWCUT & REMOVE EXISTING AC PAVING 420 S. F. REMOVE EXISTING CURB AND GUTTER 373 L. F. }----j REMOVE & RELOCATE EXISTING LIGHT POLE AND ELECTRICAL BOX 1 EA. REMOVE EX I ST! NG LIGHT POLE & ELEC. BOX, REPLACE WITH TRAFFIC SIGNAL & LIGHT FIXTURE PER TRAFF! C SIGNAL PLANS 1 EA. 1-----J CONSTRUCT ACCESS RAMP ( CASE E) PER CITY OF N. B. STD-181-L 2 EA. REMOVE EX! STING SIDEWALK 320 S. F. CONSTRUCT SIDEWALK PER 'cC7IT"'Y~OF=-ccN-c. Bc-.---=-sT=oc-_-:-;18:-::0c--L;---------------+---=a"'3-=-o--+---osc'--. ='F.'-----1 STORM DRAIN CONS I RUCTION NOTES INSTALL 12" PVC-SDR 35, TRENCH PER DETA[L B/5 35 L. F. )-2::::'.....t~I N~S~T A~L!L~1~8;" 1R~CP~-~2~00~0~D.~JT~RE~N~CH~!PE~R~~DE~T~A~IL;:::~B/~5~=====================--,-140 L. F. INSTALL 24" RCP-2000D, TRENCH PER DETAIL B/5 -+--2=5=0--+--L-_-F-. -I :}.."::::::'.....{]_coioccN~S[TRiR=U~c:rT~3s.15•:1c:uu~R~B[_]1N~LlE'fT~,:lTYiY=P~ECo:o=s~.~PIP--CE~RC_fc--;:1UTYYJO~F:N~.!BC. J_s;!_TDD=-~3~0~6=-c-L=i_~-:_~-~------+-----,2;-----+---=EA.,...._-1 CONSTRUCT 7' OR 10' CURB INLET, TYPE OS; PER C !TY OF N. 8. STD-306-L 2 EA. _--c-=~------i---~--+------1 l----1 CONSTRUCT JUNCTION STRUCTURE, TYPE 1, PER CITY OF N. B. STD-_3::__:lccO_-L=---------+-----'2=-----+--=E::.A::_. --1 JOIN EXISTING PIPE WITH REINFORCED CONCRETE COLLAR PER CITY OF N. B. STD-313-L 1 EA. _ ___, REMOVE AND DISPOSE OF EXISTING C.S. P. RISER 1 EA. ~--------------+-----+---="'--~ INSTALL 4" PVC-SOR 35, TRENCH PER DETAIL 8/5 176 L. F. INSTALL 12" SQUARE NDS AREA DRAIN PE_R_D-'E'-AT'--'l___cL_C.,.../=5-------------+---l--+--E--A-. --1 NOTE 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. --9-- 0 'tJ D --0-- -x-x-x- SYMBOL LEGEND POWER POLE 0 TREE MANHOLE CJO SHRUBBERY ---1---- FlRE HYDRANT ..LLL .L-" ..LU .L.tL... ASPHALT PAVEMENT ----s---- ; ; ; I ; I ; II -----',/----- METER BOX [: :;: i;: i;:; BRICKWALK ---G--- VALVE 1·, --: -- · -· I CONCRETE . . . . . . --E-- POWER POLE ANCHOR ~//////zu-J BUILDING -TEL-- MONUMENT ----EXISTING CONSTRUCTION -TV-- FENCE -----PROPERTY LINE -SP-- BLOCKWALL NEW CONSTRUCTION ti TITLE SHEET CENTERLINE SEWER LJNE WATER UNE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LJGHT THE IRVINE COMPANY CORPORATE PLAZA WEST· IMPROVEMENT PLAN 550 NEWPORT CENTER ORNE NEWPORT BEACH, CA 92660 (714) 720-2200 ASSESSOR PARCEL NO. 442-011-54 (<3 ;-731. 5 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT NO. X)OO(XXX- SHEET 1 OF 11 t) s; z I 0 r 0 ~ " 0 0 ·~ ~ ~ -D ! 0 < ~ 0 < z m • D 0 ~ ~ > D z "' ll C c3 ll z ;;; -- t) I \; z I 0 5 D " ~ 0 D ll 0 t) m D D ~ ~ " 5 C z < m • D 0 ' 'n ~ > :s D z m " ,. C ~ ll z ;;; 8" MIN. METAL SIGN WITH 1" HIGH LillERING ON A CLEARLY CONTRASTING BACKGROUND; PERMANENTLY MOUNTED FIRE DEPT. CONNECTION NOT TO SCALE EXTERIOR BU/LO/NG WALL F.G\ DUCTILE IRON, CL52\ i;::::--~ 8" PVC, C900 PIPE PRESSURE Cl.ASS 200 NOTES: 4' MIN. DUCTILE IRON BELL AND SPIGOT PIPE THRUST BLOCK PER DETAILS AT RIGHT. 1. PIPE FITTINGS SHALL BE WRAPPED WITH 7WO I.AYERS OF 90-LB TAR PAPER OR FELT 2. ALL BURIED BOLTS SHALL BE COATED WITH "DE\/IVRAP 1425" OR APPROVED EQUAL 3. THRUST BLOCK BEARING FACES SHALL BE Pl.ACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFILL OR Cl.ASS 100-E-100 SLURRY 4. THRUST BLOCK SHALL BE Cl.ASS 560-C-3250 CONCRETE. FIRE SERVICE CONNECTION TO RISER NOT TO SCALE LEGEND @--INSTALL 8" PVC, C900 WATER LINE, SDR-14 ( CLASS 200) PER CITY OF N. 8. STD' S. @-INSTALL 8" DOUBLE CHECK DETECTOR PER CITY _OF N. 8. STD-517-L @---INSTALL 2 1/2" SIAMESE FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 ®-INSTALL 8" DUCTILE IRON FIRE RISER CONNECTION PER DETAIL AT LEFT ®---INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N. B. STD-500-L, WITH RESILIENT WEDGE GATE VALVE CITY OF NENPOIIT BE:ACH DETAIL A SCALE: 1" = 10' ®-REMOVE AND REPLACE EXIST. A. C. PAVEMENT PER CITY OF N. B. ®----CONSTRUCT B"x 8" DUCTILE IRON TEE, MJxFE WITH RETAINER GLANDS AND THRUST BLOCK PER CITY OF N. B. STD-510-L-A. CITY OF NEWPORT BEACH THIS PLAN IS 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. STD-105-L -A -...___ DETAIL B _ SCALE: 1" = 1 O' PREPARED BY: ' I I I I I I I I I I I lg THIE KEITH COMPANIES S=0.0100 TRANSITION COUPLING 8" PVC G-900 PIP F.H. CONNECTTON: CEMENT MORTAR LINED MJ DUCTILE IRON TEE WITH ._--_--' 6" FE OUTLET PER STD-500-L ' . ' ::,;\' g 1.0.P-:z: 6. s S=0.0100 90.67 !NV. go· BEND MJxMJ WI RETAINER GI.ANDS ;,,., s s I a;l'h:, APPROX. 1 2 7' 7' 6' ~ 14.5' -------'---~·1-----'--~'------''---l a" cl.Ass 52 ducTILE IRON PIPE DETAIL C NOT TO SCALE ' ', 0' _XISTING 12" D.W. ~ SLURRY SEAL PAVEMENT TO SATISFACTION ~ OF C !TY OF N. B. INSPECTOR ~ REMOVE & REPLACE DAMAGED PAVEMENT TO ~ SATISFACTION OF CITY OF N. B. INSPECTOR M__ REMOVE & REPLACE DAMAGED EXISTING CURB TO ~ SA TI SF A CTI ON OF C !TY OF N. B. INSPECTOR " l L • 0 m • . TI ~ 0 ' ~ u. C > • " z m 0 )> C I ll 2 " I I I I j > !i • i 0 0 ? ~ I I ~ ~ !i • . . ~ a a ~ I I ll 0 " 0 m TI ~ ~ m D 0 ' " ~ ~ 0 ~ '!l ~ z ~ m D 0 ' " ► D -- TI \; z J: 0 r 0 n 0 'l! 0 D l'i 5 z 5 < 2' m 0 )> c; TI \l ~ 4 .. ... u \; z :c D r D 0 D 'l! D ~ 0 z . ~ z .m n > C TI D D z ;; § §1~1,--_~:-~~~~~=~~~ -"" ----- I ill Is .t - - _. - 10+00 .. _, ·-----.:.... ___ -·--- _. ~ _....,,.....-,,--=m= ·--~ -----...... _~ ~ =-==·- ~ NO. DATE .. - L ~ tJ I .. -E - - - ~~ ,:.. =~~ :•11· .. REVISIONS NO . APP. ffi - - -:.. - . - HORIZ. 1" VERT. 1" PREPARED BY: 40' 4' [g THE KEITH COMPANIES • ► 2955 Red Hill A venue Civil Engineering• Land Surve'(1ng Casto Mesa, CA 92626 • n ta/ Serwces Mapping• Env,ronme . (714)540 0800 Water esources • Land Planning 'bi.'JJ!... ,Z ~~~LR CE 47447 (EX~~ 12/31/99) DOUGLAS J. J_<:/"_HN~uN . • • CONSTRUC1lON I\Oi ES SEWER TY OF NB STD 401-L ®-CONSTRUCT 48" DIA. STD. MANHOL[ p~~/ICIIY OF .N .. B. SPECIFICATIONS ~CONSTRUCT 4" PVC (SOR 35) SEW~~ PER CITY OF N.B. SPECIFICATIONS ~ CONSTRUCT 8" PVC (SOR z5~ot~CTION PER CfTY OF N.B. STD 405-L r;;;-., '--:'::'_ CONSTRUCT SEWER LAlfRA PER CITY OF N.B. STD 406-L ~ CONSTRUCT SEWER CLEANOi~TIL BUILDING CONNECTION. 16r-V::.,--INSTALL TEMPORARY PLUG CORPORATE PLAZA WEST IMPROVEMENT PLAN ONSITE SEWER 442 011 54 ASSESSOR PARCEL NO. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5731-S SHEET 3 OF 11 ------------- i; z 6 6 g C i'l I 8,. -- REMOVE AND REP/ACE EXISTING PAVEMENT. JOIN FLUSH WITH EX. STREET PAVEMENT AND RESTRIPE TRAFFIC /ANES/MARKINGS DAMAGED DURING CONSTRUCT/ON " ' EXTEND UPPER LEVEL RESUFACING TO CURB AND GUTTER FOR WATER LINE CONSTRUCT/ON ON EAST COAST HIGHWAY 2' (MIN.) ( 18' MIN. WIDTH TRENCH THRU A. C. SECTION 2' (MIN.) r; JOIN FLUSH EX. PAVEME, 1 ' 1 f EX. PAVEMENT 11 r EX. CURB & GUTTER l.i' -1-_j ~~ ---JI/' Qx,:1Jr 6<>< Xi:X,.,J,/1/;;v vi. , xl<t~ -j .,,,.,~i;~V//>. '/////_///(((//(////)., //,./-}·1 ~;/: ,,;% :7✓,;,)t • '· ........•....... ! • ~-?~ 7 I I I _J ·---· ... _ -----.... --------·--__ ---~ -=-•---· ad!Jfiif;,"". ·•c,;,..l'li'l/t __ " •• " ... c-,·"'" __ .,_,. ·"·: .. _ " .. __ ~~=---,E.~s--=·'~--·•----· ------· .. ,. •w•~-1················1 v•' 1 1/2' MIN.!'.',.'.'.'.'.'.· • .'.'.'.'.'.'.'.j \_ ( .' .' .' .' .' .' .' .' • .' .' .' .' .' .' .'. j 1 1/2' MIN. REP/ACE WITH 1• THICKER ·mfflg.. " -----... ---.. · . ------··- I'.'.'.'.'.'.'.'.' • .' .' .' .' .' .' .' ,1 A. C. THAN A. C. EXIST. A. C. 1· .' .' .' .' .' .' .' .' .' .' .'.'.'.'.'.'.I SECTION (COMPACTION 95%) 1·.·.·.·.·.·.·.·.·1.·.·.·.·.·.··.·.1 I··············~! ::·:·:·:·:~·::_-j;_(S:::::::::~1/SE ONE SACK SLURRY CEMENT I.'.'.'.';/' \ \ • .' .' .' J BACKF'ILL, UNLESS OTHERWISE 07>-J.'.'.'.lf , 11·.'.'.'] APPROVED BY THE CITY INSPECTOR ,(_'('./~ .. • \\ 11· • • ·J >>$:,,'-0 . . . . . .. "'.~--zl · · · .,, /I··· ·I ?;!,1/Y, . . . . . . ....... ........ ,-....... / . . . . . . ;,; ~~·::.·::::.·:.•.':•::. "::.·::::::::::::-::I]-= );;V..(>)1-.... • ........ • ........ •........ n " " :<<<-'~;:::.:_ ·::.:::::,:,:::::,::::::.:::::,:,:::::-:::,:,:.::J GRANUIAR MATERIAL (MIN. S.E. JO) "<~%~ AND SHALL BE COMPACTED TO NOT ¼ ~ ~~-~y:::)'::::~·: ·:.·:::::::. ·::::::.·:::::::.·.·l H"UNCH/NG WITH SAND OR OTH£R ✓, ;<.0· L£SS THAN 90% Rli:LA T/Vf D£NSITY NOTE: SAND OR #4 MAX. Sff CITY OF N.B. STD 105 L A CRUSHED ROCK FOR ADDITIONAL NOTES/DETAILS. TRENCH DETAIL N.T.S. NO. DATE ED CONSTRUCTION NOTES 0-CONSTRUCT 8" V.C.P. REGULAR STRENGTH SEWER LINE PER DETAIL A HEREON AND CITY OF N.B. SPECIFICATIONS 0-coNSTRUCT 48" SEWER MANHOLE PER CITY OF N.B. STD-401-L 0-REMOVE PLUG AND JOIN EXISTING V.C.P. ©-INSTALL 8"x 12" V.C.P. ECCENTRIC INCREASER ©-PLUG PVC S(W[R FOR FUTURE CONNECTION (D-SAWCUT, REMOVE AND DISPOSE OF EXISTING A.G. PAVING AS NEEDED @-coNSTRUCT A.G. PAVING AND AGGREGATE BASE PER DETAIL A HEREON 0--REMOVE & REPLACE SIDEWALK PER CITY OF N.B. STD-180-L @-coNSTRUCT 8" PVC (SOR 35) SEWER PER CITY OF N.B. SPECIFICATIONS @-INSTALL ONE (1) 24" LENGTH OF 12" V.C.P. @-LINE EXIST. C.S.D.0.C. MANHOLE PER SECTION 33-4200 C.S.D.O.C. STD. SPECIFICATIONS r REVISIONS DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CITY OF ND/PORT BEACH NO. APP. DATE ( CITY OF NEWPORT BEACH THIS PLAN IS 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. '7 . ~ ~✓~~----Al'PROYED / C ~ . 'C., •1 PU .. 0 S ENGINEER Al'PROYED ....A 'VJ ./ / r' U11UTIES ENGINEER _..;..,. ·- FREPARl:D BY: ~ THE KEITH COMPANIES Civil Engineering• Land Surveying I> 2955 Red Hill Avenue Mapping• Environmental Services Costa Mesa, CA 92626 Watresources• Land Planning (714)540-0800 1.A/ I J ✓J-,t.,...--I 'l./ "1 J 6J 9 DOUGLAS 'J. JOHNSflN R.C.E. 47447 (EXP. 1·2/31/99) --='-' ---=<><=F~ ._. -~~ ---• -. - SCALE: HORIZ. 1" 20' VERT. 1" 4' CORPORATE PLAZA WEST IMPROVEMENT PLAN E.C.H. SEWER CONNECTION ASSESSOR PARCEL NO. 442-011-54 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R,-5731-S • SHEET 4 OF 11 " m 0 ~ lJl "1 z ~ ~ " 0 " . ~ " -I i i ' - 'O \; z I 0 ~ 0 n i " !'i a z • ;ii ~ n ,. C ~ \l 2 " J -... cc 0, I t ~¥,~.ff?i;,¥~~ 0"~"''t: ~~~"f,,!f Y:,£,. -~fi;;,w--:tt;~'_:,· ~,t; ~~ •:¥~-J._O,~ _#ff_:_:~--· --~----• -t-~,. ~~ " ~---• ~= -~~--:-:~~ ~ -~ •~;~~~ 10+00 NO. . ,. ~ ---= = • ···= = -- DATE, ~- -"'.: :' _ -~: :"''" ... _~•; ~-< .. CC c· ''':~k- ---·-... =--'F~= 11+00 12+00 REVISIONS a: -+ 13+00 CITY OF NEJIPORT BEACH NO. APP. DATE Off -~e, o-• -_,,.~~ • e: -~ ~O> ~--~-£;;;.... .. ;..:.__ . --• t--· " ~-~- 14+00 CITY OF NEWPORT BEACH THIS PLAN IS 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. ENGINEER /•-f:128 ,. ATE IO•\•'\ 'I!, DATE SCALE: HORIZ. 1" 40' VERT. 1'' 4' PREPARED BY: MIN. TRENCH WIDTH PER RECOMMENDED PVC SPECIFICATION 90% RElATIVE COMPACTION IN PAVEMENT AREAS INITW BACKFILL ,;J;~~;,;:;;;,;::;~~~g;,;~--+~HAUNCHING WITH SAND OR FINISH. GRADE z ::i: 4" MIN. P.V.C. BEDDING NOT TO SCALE 12'' SQUARE 1% MIN. - OTHER GRANUlAR MATERIAL (MIN. S.E.=30) AND SHALL BE COMPACTED TO NOT ,LESS THAN 90% RElA TIVE DENSllY B 5 NOS GRATE NO. 1212 1% MIN. - P. V. C. -SIZE PER PLAN 12" DRAIN BOX NDS DRAIN C NOT TO SCALE 5 STORM DRAIN CONSTRUCTION NOTES @----INSTALL 12" PVC-SOR 35, TRENCH AND BEDDING PER DETAIL 8/5 ABOVE ®-INSTALL 18" RCP-2000D, TRENCH PER DETAIL B/5 ABOVE ~ INSTALL 24" RCP -2000D, TRENCH PER DETAIL 8/5 ABOVE @-CONSTRUCT 3.5' CURB INLET TYPE OS PER CITY OF N.B. STD-306-L @-CONSTRUCT 7' OR 10' CURB INLET TYPE OS PER CITY OF N. B. STD-306-L ®-CONSTRUCT JUNCTION STRUCTURE TYPE 1 PER CITY OF N.B. STD-310-L ~ JOIN EXISTING PIPE WITH ·REINFORCED CONC. COLLAR PER CITY OF N.B. STD-313-L @--REMOVE AND DISPOSE OF EXISTING C. S.P. RISER . @=-INSTALL 4" PVC-SOR 35, TRENCH AND BEDDING PER DETAIL 8/5 ABOVE @-INSTALL 12" SQUARE NOS AREA DRAIN PER DETAIL C/5 ABOVE CURVE I RADIUS I LENGTH I TANGENT I DELTA (]) 22.50' 17.17' 9.03' 43·43•39• (j) 22.50' 18.90' 10.05' 48'07'09" Q) 90.00' 19.46' 9.77' 12"23'1o • { 4) 22.50' 17.67' 9.32' 45·00·00" lg THE KEITH COMPANIES CORPORATE PLAZA WEST IMPROVEMENT PLAN PRIVATE STORM DRAIN Civil Engineering• Land Surveying ► 2955 Red Hill Avenue Mapping•Environmental Services Costa Meso, CA 92626 Waterfesources• Land Planning (714)540-0800 Id.I~~ 11.1,1,~ NS R.C.E. 47447 (EXP. 12/31/99) ASSESSOR PARCEL NO. 442-011-54 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-573/•S SHEET 5 OF 11 ,. .. ... £XIS1,r/NG :g EXPAN N :g _,)fJI T :!. ......... ........- " -=---;;:-__ ~.;_'.'"' ·---~"'---'. '"'= -= --~~ - =-,,,,,,,.,,. ="-- ~ -----·-- ----~=------~·- CURB RETURN DETAIL R&R EXISTING _...-::_ TURF AND IRRIGATION AS NffDED -::-.:,~-=--~ -~~-2-::'.:-e: ..;;;.;,_ -. -":Mc'. ~~ • ~~-~~ _'.":i·!ti-~-~'. ~~~~~~~E-~--:~~-· :1;::~~ ;:._.;'~-=-~_$~ -·:'--"c -• ~-·--;~t=~: REMOVE & REP/AC£ WALK AT EXIST EXPANSION JOINT PROTECT EXIST CURB DEPRESSIONS SEE DETAIL AT LEFT - \ L- SCALE: HORIZ. 1'' 40' VERT. 1" 4' PROPOSED TRAFFIC SIGNAL MAINTENANCE EASEMENT CITY OF NE»PORT BEACH CITY OF NEWPORT BEACH r::=J..::;;J;.:-:NUM£ Iii SIGN EXISTIN :.,. SIG \ A \·,N. EEDED \ 11------+----+-------------------------t-----+-----1 PROTfCT IN PU ~IF ' \ , NO. DATE REVISIONS No. APP. DATE THIS PLAN IS SIGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIEll.E FOR DESIGN ASSUMPTIONS AND ACCURACY.~ ,,, / /_./ -./ -........... AFl'IIOVED ../ .,,.._ ~ A~-~"'-~::...:z,, APPROVED _ _,., ~ iRj ENGINEER • DATE rl"/, 10.1-"lll, / S ENGINEER DATE ' CURB LINE~ SEE NOTE i r ~ ~ I "" .f "' ~~ I ~ 'i 1 - I CURB LINE _/ '-0.16' '-0.62' l 1.41' L2.50' L 6.00' L9.50' l/0.59' U1.J8' L/ 1.84' \_BASE f5 LINE ~ ~ "' 40' 56' 40' 138' 136 FEET TAPER DETAIL N.T.S. NOTES: (MODIFIED FROM CITY OF N.B. STD 107 L) 1. WHEN STREU BASE LINE IS STRAIGHT USE TANGENT SECTION. CURB LINE--.. J5' FlARE 10' 5' 5' 5' 2. WHEN BASE LINE IS ON A CURVE, NEITHER BASELINE NOR TANGENT WILL BE A TANGENT. USE PROPORTIONAL OFFSET. r O.'JJ' -1.00' 11.62' 1 2.90' BASE LINE "' ~,._....-2.5' R ,r NOSE FLARE DETAIL I . 10· • I N.T.S. CURVE DATA D£LTA RADIUS LENGTH TANGENT 10'36'37" 7.98' 147.78' 74.10' 2 164'59'31" 2.50' 7.20' 18.98' PREPARED BY: lg THE KEITH COMPANIES C/v/1 l!'ngln@erlng • Umd !'iurv@ylng I> 29S/i R@d HIii Av,mu@ Mapping• Environmental Services Costa Mosa, CA 92626 WaterAesources • Land Planning (714)540-0B00 id.I~✓~ 1v,11r r6Jso R.C.E. 47447 (EXP. 12/31/99) SI REEi CONSTRUCTION NOIES ®=-CONSTRUCT 8" CURB & GUTTER, TYPE "A" PER CITY OF N.B. STD-182-L (±])-CONSTRUCT 8" CURB ONLY, TYPf "B" PER CITY OF N.B. STD-182-L ®-CONSTRUCT A.C PAVING ovm AGGREGATf: BASf TO MATCH fXISTING PAV.Mf:NT SfCTION @-SAWCUT AND REMOVE EXISTING A.G. PAVING ®-REMOVE EXISTING CURB & GUTTER @-REMOVE AND RELOCATE EXISTING LIGHT POLE AND ELECTRICAL BOX @--REMOVE EXISTING LIGHT POL£ AND ELECTRICAL BOX, REPlACE WITH TRAFFIC SIGNAL AND LIGHT FIXTURE PER TRAFFIC SIGNAL PLANS . . @-CONSTRUCT ACCESS RAMP (CASE E) PER CITY OF N.B. STD-181-L @--REMOVE AND DISPOSE OF EXISTING SIDEWALK & RAMP @--CONSTRUCT SIDEWALK PER CITY OF N.B. STD-180-L CORPORATE PLAZA WEST IMPROVEMENT PLAN N.C.D. MEDIAN MODIFICATION ASSESSOR PARCEL NO, 442-011-54 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARlMENT R-s 7 3 1-S SHEET 6 OF 11 l: £ -Ii! ~ • 0 g ~ ~ 2 rn 0 ,, % 0 " i i .I -- I \ __\---- \ PHASE II TRAFFIC CONTROL CffY OF NEWPOHT BEACH CITY OF NEWPORT BEACH ~ ' ' \ I ' I I I PREPARED BY: / / / ---- -~ \ NOTES: 1) TRAFFIC CONTROL TO BE PLACED IN CONFORMANCE= WITH W.A.T.C.H. MANUAL SPECIFICATIONS. 2) WORK HOURS SHALL BE BETWEEN 9:00 A.M. AND 3:00 P.M. ONLY. 3) CONTRACTOR MUST PLATE OR TEMPORARILY BACKFILL WORK AREAS DURING NON-CONSTRUCTION HOURS. 4) ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3:00 P.M. EACH DAY OF OPERATION. ..J ' '. 3. -- ~ \; z :r 0 r 0 ~ n 0 0 ll 1l m 0 " :0 '! ', z 0 C z ~ 0 m • " 0 ' ; w ; " !" \; C ~ ll z l> • • "\ I \ / / 1. I ~ .. ~ ( j • • : • ( . • ( • ( [ C ::r: ~ < 2 _Jj" I \ \ NO. DATE REVISIONS NO. 150' PHASE I TRAFFIC CONTROL CITY OF NEWPORT BEACH APP. DATE CITY OF NEWPORT BEACH THIS PLAN IS 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. -~~6-~ PUORZENGhER /~I ATE APPROVED dlflr ~ ""' FIC ENGINEER /t).t,-1$ DATE . 47447 12/31/9 CIVIL r Cl\. I ~ ~ ~ ~ PREPARED BY: ~ THE KERTH COMPANIES Civil Engineering• Land Surveying ► 2955 Red Hill Avenue Mapping• Environmental Services Costa Mesa, CA 92626 Water. Resources• Land Planning (714)540-0800 /l. DOUGLAS J. J R.C.E. 47447 (EXP. 12/31/99) NOTES= _J_---- \ 1) TRAFFIC CONTROL TO BE PLACED IN CONFORMANCE WITH WA.T.C.H. MANUAL SPECIFICATIONS. 2) WORK HOURS SHALL BE BETWEEN 9:00 A.M. AND 3=00 P.M. ONLY. 3) CONTRACTOR MUST PLATE OR TEMPORARILY BACKFILL WORK AREAS DURING NON-CONSTRUCTION HOURS. 4) ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3:00 P.M. EACH DAY OF OPERATION. CORPORA TE PLAZA WEST IMPROVEMENT PLAN TRAFFIC CONTROL FOR WATER o N.C.D. -PHASE I ASSESSOR PARCEL NO. 442-011-54 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 8 OF 11 ~ z ~ . □ ~ ~ ::0 z "' ~ ~ I~-- \ I \ ~ I ' ~ \ NO. ,J I I I I I DATE REVISIONS NO. PHASE II TRAFFIC CONTROL cnr OF NEJYPORT BEACH APP. DATE CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY TI-IE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ~ / APFROVED ~ ~ ~ /.~:-.e>~~~ 0 PUm;~INEp< APFROVED ',Ki&../ p, ,(/M ~ 'J>,..,..___ It' •6 • 98 TRAffic ENGINEER DATE \ i ~ \ 7 ~ ~ ~ PREPARED BY: lilJ THE l{EITH COMPANIES Civil Engineering• Land Surveying I> 2955 Red Hill Avenue Mapping• Environmental Services Costa Mesa, CA 92626 Watf11Resources• Lond Planning (714)540-0800 M ~-I ~ NOTES= 1) TRAFFIC CONTROL TO BE PLACED IN CONFORMANCE WITH WA.T.C.H. MANUAL SPECIF/CATIONS. 2) WORK HOURS SHALL BE BETWEEN 9=00 A.M. AND 3=00 PM ONLY. 3) CONTRACTOR MUST PLATE OR TEMPORARILY BACKFILL WORK AREAS DURING NON-CONSTRUCTION HOURS. 4) ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3:00 PM. EACH DAY OF OPERATION. CORPORA TE PLAZA WEST IMPROVEMENT PLAN TRAFFIC CONTROL FOR WA TEA O N.C.D. -PHASE II ASSESSOR PARCEL NO. 442-011-54 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 9 OF 11 < ~ m ~ . 0 ' -~ I m ~ i._ __ " ~ 2 I a { r 0 " 0 m ll 0 ~ " m 0 " ~ ~ z 6 ~ 2 .ill • " 0 ' ~ ~ " z !" 0 ,. C: 2l l,/ ,. ,.;, • ' ----~-\I 1 ! ' ' 1 ', ' ◄ ' " J\ -- ~ z I 0 ~ r 0 RI 0 j ~ 0 co < " m a < " ~ = w < • z Q _ _( ~ 0 NO. DATE REVISIONS NO. CITY OF N£WPORT BEACH APP DATE ' / V CITY OF NEWPORT BEACH THIS PLAN IS 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 Lc2~~~,:{_...L~~~~:Z<~· ~-72'.__ __ _ APPROVED .... ~_...,:J..,.,w,.J=,..,Pi1,t.£,;'-"u~-=-=r:""'-'0R"'"'K""s""E ... G"'1N==EE'--R------ TRAFFIC ENGINEER ftJ-6 ·'IB DATE PREPARED BY: >< INSTACL R.ASHING ARROW BOARD (AT BTAFrf OF TAPER) INSTALLS/GNB C20 (RIGHr) INSTALL SIGN C23 500' 500' L LEAVE 90' OPENING IN TAPER FOR RIGHT" TURN LANE NOTES: 500' TRAFFIC CONTROL TO BE PLACED IN CONFORMANCE WfTH CAL TRANS STD. PLAN T11. 2) WORK HOURS SHALL BE BETWEEN 9:00 A.M. AND 3:00 P.M. ONLY. 3) CONTRACTOR MUST PLATE OR TEMPORARILY BACKFILL WORK AREAS DURING NON-CONSTRUCTION HOURS. ALL TRAFFIO'kiONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3=00 P.M. EACH DAY OF OPERATION. X INSTALL R.ASHING ARROW BOARD (AT BTAFrf OF TAPER) INSTALL SIGN C23 500' 500' LLEAVE 90' OPENING IN TAPER FOR RIGHT TURN LANE 500' lift THE t<EITH COMPA!NBES CORPORATE PLAZA WEST IMPROVEMENT PLAN TRAFFIC CONTROL FOR SEWER AT E.C.H. Civil Engineering• Land Surveying t> 2955 Red Hill Avenue Mapping•Environmental Services Costo Mesa, CA 92626 Water. esources• Land Planning (714)540-0800 R.C.E. 47447 (EXP. 12/31/99) ASSESSOR PARCEL NO. 442-011-54 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARlMENT SHEET 10 OF 11 8 ; , , ' -0 ~ -- ' \ I • / C!Tr OF NE/iPOJIT BEACH CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. PREPARED BY: [g THE KEITH COMPANIES ~ THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND l;i ACCURACY. Civil Engineering• Land Surveying I> 2955 Red Hill Avenue NOTES: 1) TRAFFIC CONTROL TO BE PLACED IN CONFORMANCE WITH CAL TRANS STD. PLAN TT1. 2) WORK HOURS SHALL BE BETWEEN 9:00 A.M. AND 3:00 P.M. ONLY. 3) CONTRACTOR MUST PLATE OR TEMPORARILY BACKFILL WORK AREAS DURING NON-CONSTRUCTION HOURS. 4) ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3:00 P.M. EACH DAY OF OPERATION. CORPORA TE PLAZA WEST IMPROVEMENT PLAN TRAFFIC CONTROL FOR WATER AT E.C.H. ASSESSOR PARCEL NO. 442-011-54 300' ~ /? / ~ _.,,, --~".:A Mapping•[nvironmental Services Costa Mesa, CA 92626 "6 APPROVED /// /..-:; ?> ► /"7Jf'I Water ;rysources • Land Planning (714)540-0800 i w. P.U~r!NEER ATE !&'10-~ CITY OF NEWPORT BEACH R -s 7 3 , -s ~ APPROVED ~t11,,JJIA/-~ --10 • 6-711 ~t.., ~ /1.,/'il ~I' SHEET 11 OF 11 -NO DA TE REV JS JONS APP DATE DATE DOUGLAS J. JOHNS N R.C.E. 47447 (EXP." 12/31/99) PUBLIC WORKS DEPARTMENT • u._ ___________________ .,;.:.;;;;;.· ..,1.:;;;;;.:,,;.;.,1-_____ ,,.,..:,~.;,.;;;;.:.,:;;;;.::,;;;;, ____ _,i;;N~0,:,.. __ ....1,~.:.;.· .~:....Jb.-------~re;:;:111~F,,~,y;;:;;,c;;,i;f.:;::NG~IN;;i,iEER~------~::,:;._--1,, ______ .,,i_;=~~==;:;,;:_..;,:;,;;;;,;;;;,,.;;.;.;;;;,,;.,~:,,;_;~~~.l--------------'-,_;;;.;.,;.;;;;;;;;;.;_;;;;;;;;;;;:;;;;;,_,;;;,,;,..;;;;;;;:;;;:;;;;;;-11 I • l 1 , I I • " "