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HomeMy WebLinkAboutW_5282_SI I I I I I I I I I :::r:: d > ~ u >-' j'.j5 _w-1-----11---"'A□".'.'.AM::'.S_A"_'_VE::_, ~--+ cc m z D I- C) z t;; ........ §§ l ~ s :::C m LL C) >-1--...... u CITY OF COSTA MESA VICTORIA 19TH w > <[ ~ 0 m ~ « " ST. d ~ □RANGE COAST COLLEGE 3 w ;, ~ o' "- ST. BAKER ORANGE CO, F AIRGROUN□S UNNERSIT'Y CITY OF IRVINE U.C.I. PUBLIC WORKS DEPARTMENT 0-INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND • 0 ~ D POWER POLE MANHOLE FIRE HYDRANT METER BOX -----0-----VALVE POWER POLE ANCHOR D MONUMENT -X-X-><-FENCE ==== BLOCKWALL 0 ..LLL. .LL,!, .LL£ _Lll__ TREE SHRUBBERY ASPHALT PAVEMENT BRICK.WALK CONCRETE ktt(/////j BUILDING ----EXISTING CONSTRUCTION -----PROPERTY UNE NEW CONSTRUCTION ___ q_ ___ CENTERLINE ----5----SEWER UNE ------w-WATER LINE ---G---GAS LINE --E--POWER UNE -TEL-TELEPHONE UNE -TV--CABLEVISION UNE -SP--SPRINKLER SYSTEM STREET.LIGHT ABBREVIATIONS AC AB ACP APP'D AVE BC BCR C/P CMP CONG CONST DIP DEPT D#'f DU E S'LY EC ELECT EX FE FL HOR INT !NV lF MJ N N'LY ASPHALT CONCRETE /JSREGATE BASE ASBESTOS CEMENT PIPE APPROVED AVENUE BEGIN CURVE BEGIN CURVE RETURN • CAST IRON PIPE CORRUGATED METAL PIPE CONCRETE CONSTRUCT/ON DUCTILE IRON PIPE DEPARTMENT DRNEWAY DUCT EAST SOUTHERLY END CURVE ELECTRIC EXISTING FLANGED END FLANGED END HORIZONTAL INTERSECTION INVERT UNEAR FEET MECHANICAL JOINT NORTH NORTHERLY NOT TO SCALE CONTRACTNO. 3345 INCLUDES r:JONSTRUCTION FOR WATER AND STREEt IMPROVEMENTS UNDER THIS PLAN SET W-5282-S, DRIV/fWA Y IMPRcpVEMENTS R-5782-S AND DRAINAGE IMPROVBMENTS D-5;f49-S LOCATION MAP NOT TO SCALE NTS PCC PP PROP PVC PVMT RCB RCP RT RIW PORTLAND CEMENT CONCRETE POWER POLE PROPOSED POLYVINYL CHLORIDE IP/PEJ PAVEMENT REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RING TIGHT RIGHT-OF-WAY sea SEWER CLEAN OUT SD SECT SHTS STORM DRAIN SECTION SHEETS S'LY SOUTHERLY SUH ST STL TR TYP VCP VERT w W'LY SEWER MANHOLE STREET STEEL TRACT TYPICAL VITRIFIED CU(( PIPE VERTICAL WEST WESTERLY SHEET INDEX SHEET I 2 3 4 DESCRIPTION TITLE SHEET SEAWIWD ROAD & SERRA ORNE SEAWIWD ROAD & MORNING CANYON ROAD SEAWARD RD, SERRA DR & DE ANZA DR 5 SEA~ARD ROAD, DE: ANZA ORNE, 6 7 DE 'SOLA TERRACE & MENDOZA TERRACE SE~ARD ROAD, ISN3£l1A TERRACE & RNB,RA TERRACE SER'f/A DRNE, MORNING CANYON ROAD, COLl.{MBUS CIRCLE $, CORTEZ CJRLCE SER'RA ORNE & C/i(3RILLO TERR/CE EMERGENCY TELEPHONE NUMBERS 8 9 JO DE !SOLA TERRACE & MENDOZA TERRACE SERRA ORNE, MORNING CANYON ROAD & CABlillLLO TERRACE AGENCY NUMBERS II SECTION DETAILS APPROv'ED: C-33~~/J Cf2_w~ DATE: PUBLIC WORKS DIRECTOR ·· R.C.E. 16791 APPROVED: ~.1)~ DATE: UTILITIES MANAGER R.C.E. 25553 9 SOUTHERN CALIFORNIA GAS COMPANY 1-----+-----, SOUTHERN CALIFORNIA EDISON COMPANY Underground S rvice Alert PACIFIC TELEPHONE COMPANY 634-0251 895-0221 611 644-30// 962-2411 542.fi222 REFERENCE: TRACT 1287, D-5249-S, T-5852-SAND R-5~ ~ ®Col: TOLL FREE CITY OF NEWPORT BEACH (UTILITIES DEPTJ 1-S""'' ORANGE COUNTY SANITATION DISTRICT <H'.! COMCAST CABLEVISION 4, 2-4133 COMMUNITY CABLEVISION TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE Af,ERT 542-3975 AFTER 6iJO PM 720-4040 /-80('}-422-4133 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: ~~MAb . TRANSPORTATIO~ AND RCE 22045 DEVELOPMENT S~RVICES GENERAL SERVICES "µt..ft-'7olii::_ ,s;:-z. "l-0\ BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN □cs HORIZONTAL CONTROL STATION GPS NO, 6292 BEING N35'43'21"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: □cs BM 3K-47-92 EL 142, 77 NGVD29/1995 ocs ADJUSTMENT DESCRIBED BY ORANGE COUNTY SURVEY 1992 AT THE NORTHERLY CORNER OF THE INTERSECTION OF PACIFIC COAST HIGHWAY & CAMEO HIGHLANDS DRIVE TO THE NORTH & CAMEO SHORES ROAD TO THE SOUTH, 80 FT. EASTERLY OF CENTERLINE OF PCH, SET AT A 4 FT, BY 4 FT. BEHIND CURB FACE. (j) ® 0 0 ® 0 0 ® ® GENERAL NOTES I. THE CONSTRUCTION OF ALL PUBUC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA. STANDARD DRPWINGS AND THE STNIDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1994 EDITION. 2. STATIONING REFERS TO PIPE STATIONING. 3. EXISTING UNDERGROUND UTILITIES ARE SHONN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FNE 15/ FEET IN DEPTH SHALL BE EFFECTNELY GUARDED BY A SHORING SYSTEM. SWPING OF THE GROUND OR OTHER EQUNALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FNE (5/ FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5. THE CONTRACTOR<S/ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6-ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 > SE. 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON /CL 52 MINJ UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.B OF THE STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH /0 MIL VINYL TAPE. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L 9. WATER MAINS SHALL HIWE A MINIMUM OF 36"0F CO/ER FROM FINISHED SURF/CE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT 17141 644-3106. //, THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 12. ALL FLANGE JOINTS SHALL BE JOINED UTIUZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRANSITION COUPUNGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HAR[JWME FABRICATED FROM TYPE 3/6 STAINLESS STEEL 14. PIPE HARNESS ASSEMBUES, VA!YE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTIUZING TYPE 3/6 STAINLESS STEEL ALL-THRE/JDF;D ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HAR[JWARE MAY BE CARBON STEELS OR oucrtLE IRON WHERE APPROPRIATE, BUT MUST BE COATED UBE.RALLY WITH CORROSION PROTECTNE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE ALL THREADED PARTS COATED UBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND, 16. ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO tHE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 17. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 6#-3311 FOR PUBUC WORKS, 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR UN£ AND GRADE AND COMPATIBILITY WITH EXISTING CONSTRUCTION. 18. WATER UN£ DISTANCES SHO.VN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. /9. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. • 20. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCT/ON. 21. THIS PROJECT INCLUDES CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE (/JCP/AND CUTTING AND REMOVAL OF ACP. THE CONTRACTOR IS ADVISED ASBESTOS IS A KNONN HUMAN CARCINOGEN WHEN INHA1£D AND POSES SERIOUS HEALTH RISKS. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND HANDUNG AND DISPOSAL OF /JCP IN STRICT CONFORMANCE WITH APPLICABLE CAL/OSHA E.PAAND GOVERNING HEALTH /JGENCY REQUIREMENTS. SEE THE PROJECT SPECIAL PROIISIONS FOR ADDITIONAL REQUIREMENTS. 22. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A JO GU/JS£ INSULATED TR/JC/NG WIRE PER INSTRUCTIONS FOR UTILITIES REPRESENTATNE, WREN IJJ,/£ 1949/ 718-3410. CONSTRUCT/ON NOTES REMOVE INTERFERING PORTIONS OF EXISTING PIPES AND VALVES. BULKHEAD OFF PORTIONS OF OLD PIPE LEFT EXISTING INST ALL NEW 8' P.V .C. C-900 CLASS /50 WITH SENSOR WIRE PER TRENCH DETAIL ON SHEET II INSTALL MULTIPLE SERVICE MANIFOLD. 3 SERVICES PER MANIFOLD.PER CITY OF NEWPORT BEACH STD-5/~L INST ALL I' METER SEW/CE PER CITY STD-502-L REMOIE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES AT 949 W. 16TH STREET. INST ALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R INSTALL NEW 12' P.V.C. C-900 CLASS 150 WITH SENSOR WIRE PER TRENCH DETAIL ON SHEET II INSTALL 8' X 6" OUCTILE IRON TEE IMJ X FEJ CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5/0-L-A @ INSTALL 6'/MJ X FE! DJ.P. ADAPTER @) INSTALL /'COMBINATION AIR RELEASE.AIR VICUUM VA!YE ASSEMBLY PER DETAIL ON SHEET 6 @) /N!!;r ALL NEW 12' X 8' IMJ X FE! DUCTILE IRON REDUCER @ INSTALL 8' X 8' DUCTILE IRON TEE IF£ X FEJ @) INSTALL 12' LONG BODY TRANSITION COUPUNG /PVC X PVC/ @ INSTALL 8'[)1.JCTILE IRON END CAP <@) INSTALL 8', 9Cf/)UCTILE IRON BEND (/FE X FE/. @ INST ALL 8' X B' OOCFILE IRON CROSS ( FE X FE/ @ REMCNE EXISTING AC PAVEMENT AND CONSTRUCT FULL DEPTH AC SECTION, PLUS ONE INCH MORE THAN EXISTING ® ADJUST SURVEY MONUMENT TO GRADE @ ADJUST MANHOLE TO GRADE @ INSTALL 8' X 6' DUCTILE IRON TEE (FE X FEJ @ ADJUST WATER VALVE TO GRADE @) ADJUST PCC SIDEWALK PER @ RECONSTRUCT 6-INCH THICK PCC ROLLED CURB PER ® INST ALL 8' WNG BODY TRANSfT/ON COUPUNG /PVC X ACPJ @ INSTALL NEW 6" P.V.C. C-900 CLASS /50 PER TRENCH DETAIL ON SHEET II @ INSTALL B'CLASS 150 (FE X MJJR.W.GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-510-L .C, AND STD-511-L @ INSTALL 6'CLASS 150 /FE X MJJRYf.GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-510-L .C, AND STD-511-L @ REMOVE EXISTING WATER SERVICE UN£ FROM THE EXISTING MAIN TO THE WATER METER. ® INST ALL 8', II¼' !FE X MJJ DUCTILE IRON BEND @ INSTALL 8' X 6' (FE X MJJ DUCTILE IRON REDUCER @ INST ALL 8', 22 ½' (MJ X MJ! DUCTILE IRON BEND @ INST ALL 8', 45" (MJ X MJ) DUCTILE IRON BEND @ INST ALL 6' WNG BODY TRANSITION COUPUNG ( PVC X /JCPJ @ INSTALL 8' /MJ X FEJ DJ.P. ADAPTER APPUCABLE PORTIONS OF STD-/82-L AND DETAIL ON SHEET 11 Q§,) RECONSTRUCT PCC CROSS GUTTER PER STD-185-L ® INST ALL 8', 9(f DUCTILE IRON BEND I MJ X MJJ @ RWT PRUNE EXISTING TREE PER SPECIFICATION AND INST ALL ROOT BARRIER @ CONSTRUCT 2" THICK AC 0/ERW @) VARIABLE THICKNESS EDGE, GRIND EXISTING A.G. PAVEMENT @ REMOVE INTERFERING POTIONS OF EX. 8' WATER UN~. AND INST ALL BUND FLANGE ON EX. 8' BFY. @ ABANDON EXISTING 8' WATER UNE IN PLACE @ REMOVE E:,X. 8'TEE, VALVES AND APPURTENANCES AND INSTALL NE'N 8' PVC C-900, SPOOL SEE DETAIL A SHEET 6 @ INST ALL 8' TRIWSfTION COUPUNG (PVC X DIPJ @ REMOVE GUTTER OBSTRUCTIONS OF A.G. CONCRETE OR PIPES. REPAIR ANY DAMN:;ED R0l1£D CURB Cl>IJSED BY THE REMOVAL OF OBSTRUCTIONS C-3345 1I7LE 5HEET ._o_Es_rG~NE_o--'Ac:.c1-o-RA_wN_-"A"'c f--DA_TE-'-_sv__i ______ DE_sc_RI_PT_IO_N ----~-A-PP_'□-1 CITY OF NEWPORT BEACH i--_w_-5_2_s2_-_s---1 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 11 MJS 5/ll/~l REVISJONS ..., 2 ~ c:: 0 ( -~ N . c: d .. Q w_ co 's:,. "' 2 I,, .. ::J _i;: "' 2; .,, (!)~ <>,;) 1~~ i:::( ..::s j c:: ~ . □ C: w Cl 2 ::J 2 3 "' ~ • if. >- m '" ti ffi ::, D D rr o@ er rr Cl. ~ ca ~ 0 m w z ;c; ru " ~ . ul w :; "-rr ~ ow ii .; § z~ ; • Cl. i ,. m"' ti ffi 1 ::, D l D rr OD 0: ii: Cl. B ~ <( '° ® 0 0 ® @ 0 ® CONSTRUCT/ON NOTES INST ALL NEW 8" P.V .C. C-900 CLASS /50 WfTH SENSOR WIRE PER TRENCH DETAIL ON SHEET II INST ALL MULTIPLE SERVICE MANIFOW. 3 SERVICES PER MANIFOW,PER CTTY OF NEWPORT BEACH STD-5/9-L INST ALL I' METER SERVICE PER CTTY STD-502-L REMOVE EXISTING FIRE HYDRANT AND RETURN TO UT/LfT/ES AT 949 W. 16TH STREET. INSTALL NEW FIRE HYDRANT ASSEMBLY PER CTTY OF NEWPORT BEACH STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R INST ALL 8' X 6' DUCTILE IRON TEE /MJ X FE! CONSTRUCT THRUST BLOCK PER CTTY OF NEWPORT BEACH STD-5/0-L-A @ INST ALL 8' X 6' DUCTILE IRON TEE /FE X FE! ® @ INST ALL 8' LONG BODY TRANSfT/ON COUPUNG /PVC X ACP) INST ALL NEW 6' P.V .C. C-900 CLASS /50 PER TRENCH DETAIL ON SHEET II @ INST ALL 8' CLASS /50 /FE X MJ) R.W. GATE VALVE WfTH VALVE BOX AND RISER PER CTTY OF NEWPORT BEACH STD-508-L. STD-5I0-L-C, AND STD-5//-L (j]) INST ALL 6' CLASS 150 /FE X MJ! R.W. GATE VALVE WfTH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-5I0-L-C, AND STD-5//-L @ REMOVE EXISTING WATER SERVICE UNE FROM THE EXISTING MAIN TO THE WATER METER. @ INSTALL 8', 45" /MJ X MJ! DUCTILE IRON BEND @) @ @ @J @> @ INSTALL 6" LONG BODY TRANSfT/ON COUPUNG I PVC X ACP! INST ALL 8" /MJ X FE) DJP. ADAPTER INST ALL 8' X 8" DUCTILE IRON TEE /FE X FE! INST ALL B', 9[! DUCTILE IRON BEND /FE X FE) INST ALL 8' X B" DUCTILE IRON CROSS I FE X FE) REMOVE EXISTING AC PAVEMENT AND CONSTRUCT FULL DEPTH AC SECTION, PLUS ONE INCH MORE THAN EXISTING ADJUST SURVEY MONUMENT TO GRADE ADJUST MANHOLE TO GRADE RECONSTRUCT 6-/NCH THICK PCC ROLLED CURB PER APPUCAB/£ PORTIONS OF STD-I82-L ANO DETAIL ON SHEET 11 INSTALL B', 9[! DUCTILE IRON BEND I MJ X MJ) CONSTRUCT Z THICK AC OVERLAY REMOVE GlflTER OBSTRUCTIONS OF A.G. CONCRETE OR PIPES. REPAIR ANY DAMAGED ROLLED CURB CAUSED BY THE REMOVAL OF OBSTRUCTIONS @ REPLACE SIDEWALK PER CTTY STD-/80-L @ VARIABLE THICKNESS EDGE GRIND EXISTING A.G. PAVEMENT !-"'("<'-,'S:'.1 ROADWAY RECONSTRUCTION !-~-/) VARIABLE THICKNESS COW MILL PCC ROLLED CURB. SIDEWALK OR CROSS GUTTER REPLACEMENT \ ' \ ' ' ' ' ' \ ' ' I 5 APPROVED ~---+------___, ~M ~-UTJlITIESrfNGI~EE~ VR.C.E. NO.-=~-t---+--t---------------1---1 DATE G, -o4-ol DATE BY DESCRIPTION APP'□ DESIGNED AC DRAWN AC REVISIONS CHECKED MJS DATE 5/11/BI 9 ... LO - \ 6c, ~a '7a 0 b C-3345 CORONA HIGHLANDS WATER MAIN REPLACEMENT & STREET REHABILITATION WATER MAIN PLAN SEAWARD ROAD & SERRA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRIVE W-5282-S SHEET 2 OF 11 z ~ 9 N ~ w w cc w w J u:: ~~ I • 1/; I ,_ ~ tl ffi • ::, □ i o"' ~ij!_ I 8 ~ ,a I I -----l 'i' f I I I ' I .r., ----~ I . " ~ C ;;; nl ~ :E ill ~ .. ~: ~ ~! ! i!I "11 I z Ii' " • il: I!, w >-i! -.., tl ffi I \, ::, □ .i 0~ ~ It a: a 0. I ~ "' ,a I I I I i . I ~ I,;; ffl I to z ":I ;;; OJ :e Ill !! • w 't-~ ffi R ... □"' ;, .. :i: " I ~ ~ I . .s !f ~ ~ I • ,_ ~ tl ffi I ::, □ 0 a: J a" ij!_ 0. I 1 8 ~ I I ~ ~-J r I I I I ffl I z ~ cu :E m ~ m • w w a: e, w • :i: !!! ;, ::, I z !ii t:~ ® C) LC) ~ C\J . . ·--~-«-••-.. ~-,_, _____ _ 9 20 ASPH . 10 J9 . --------------······"\.,_ I I 12 18 J7 • \ . ---------------·----------------------------·---------------CONSTRUCT/ON NOTES INST ALL NEW 8" P.V.C. C-900 CLASS /50 WITH SENSOR WIRE PER TRENCH DETAIL ON SHEET II INST ALL MULTIPLE SERVICE MANIFOLD. 3 SERVICES PER MANIFOLD.PER CITY OF NEWPORT BEACH STD-5/9-L INST ALL I' METER SERVICE PER CITY STD-502-L REMOVE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES AT 949 W. 16TH STREET. INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R INST ALL 8' X 6' DUCTILE IRON TEE (MJ X FE! @ ® @ @ CONSTRUCT THRUST BLOCK PER C/7Y OF NEWPORT BEACH STD-510-1-A INSTALL 8' X 6" DUCTILE IRON TEE !FE X FE! INST ALL (i' LONG BODY TRANSfTION COUPUNG (PVC X ACPJ INST ALL NEW 6' P.V .C. C-900 CLASS /50 PER TRENCH DET NL ON SHEET II INST ALL 8" CLASS 150 !FE X MJJ R.W. GATE VALVE WfTH VALVE BOX AND RISER PER CfTY OF NEWPORT BEACH STD-508-L. STD-510-L-C. AND STD-511-L INSTALL 6"CLASS 150 !FE X MJJR!N.GATE VALVE WfTH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-510-L-C, AND STD-511-L --------·------------ @ REMOVE EXISTING WATER SERVICE UNE FROM THE EXl6TING MAIN TO THE WATER METER. INSf ALL 8', 22 ½ • IMJ X MJJ DUCTILE IRON BEND INST ALL 8", 45' IMJ X MJJ DUCTILE IRON BEND INSTALL 6" LONG BO/JY TRANS!TION COUPUNG ! PVC X ACP! INST ALL 8' IMJ X FE! DJP. ADAPTER INSY-ALL 8' X 8" DUCTILE IRON TEE !FE X FE) INSTALL 8' X 8" DUCTILE IRON CROSS ! FE X FEJ REJjOIE EX16TING AC PAVEME/ff AND CONSTRUCT FULL DEPTH AC '6ECTION, PLUS ONE INCH MORE THAN EXISTING i ' ' i Jb ADJUST SURVEY MONUME/ff TO GRADE ADJUST MANHOLE TO GRADE ADJUST WATER VALVE TO GRADE RECONSTRUCT 6-/NCH THICK PCC ROLLED CURB PER APPUCABLE PORTIONS OF STD-/82-L AND DETAIL ON SHEET 11 INSTALL 8", 90' DUCTILE IRON BEND I MJ X MJ! CONSTRUCT 2" THICK AC OVERLAY VARIABLE THICKNESS EDGE, GRIND EXISTING AC. PAVEME/ff REMWE GUTTER OBSTRUCTIONS OF AC. CONCRETE OR PIPES. REPAIR ANY DAMAGED ROLLED CURB CAUSED BY THE REMOVAL OF OBSTRUCTIONS No. 46214 Exp. 12-31- /' -, l'f C/V 1 \.. Op CALI DATE 17 30 APPROVED R,C.E. NO. DATE (,.. -o'\-o I BY DESCRIPTIDN APP'D DESIGNED AC REVISIONS CHECKED DATE MJS Jb 46214 ~ 0 ::0 z -z G) ::0 0 )> 0 EXISTING-- 8"ACP II EXISTING 6'ACP1 E---=- J'-(f \ ' \ \ ' ' \ 14 EXISTING----, 8'ACP II DETAIL A \ NOT TO SCALE \ ' \ \ \ \ \ ' " !c2'c:\',':S,1 [./-:::: 3 ROADWAY RECONSTRUCTION VARIABLE THICKNESS COLD MILL PCC ROLLED CURB, SIDEWALK OR CROSS GUTTER REPLACEMENT C-3345 CORONA HIGHLANDS WATER MAIN REPLACEMENT & STREET REHABILITATION WATER MAIN PLAN SEAWARD ROAD & • MORNING CANYON ROAD AC CITY OF NEWPORT BEACH W-5282-S PUBLIC WORKS DEPARTMENT 5/11/61 SHEET 3 OF 11 z 0 q ~ ~ ~ w ~ z Ii' ~ • 11: ~ ~ i,; I ~ ::, ~ ~ 0 <r ~ a1 12 a. I 0 I,! iil I I I l I I I I ~ I w z ;;: ru ::; Ill ~ • Ol w <r J is ill ~ • C r :, ! II: ~~ Iii i! " . i ~ a i >-' ~ ffi .,, I " ::, □ 1 ~; a. I 411 8 f!)/ ~ 1il I I { -f I I I I ~ I ,,.. w z .. ;,: ru .. ::; t8 ~ ~-; !~ "' 'I I-.. II ~ ~ 1-., !i " I. Ii >-!! CJl Ol t3 er II a~ li t o§ II: 0: 0. I 0 I,! iil I I ,-------I I I ® 0 ® 0 SD TJJP. 3.30' !NV. 4.80' IC (0.65! AB ro.60! PH GAS T.OP. 3.55' /NV. 3.72' AC (0.65! CONSTRUCT/ON NOTES INST ALL NEW 8' P.V.C. C-900 CLASS l5fJ'W;;, SENSOR WIRE PER TRENCN DETAIL ON __ SHtET II / INST ALL r METER SERV/Cf;.-·PER CITY STD-502-L _/ REMOVE EXISTING ,Fif'IE WDRANT AND RETURN TO UTILITIES AT ~-W. 16TH STREET. INST ALL ,Nl'W FIRE WDRANT ASSEMBLY PER CITY OF /ffWPORT BE/CH STD-500-L, FIRE WDRANT S)ffil..1.. BE JONES J-3100R ., REMOVE GUTTER OBSTRUCTIONS OF A.C., CONCRETE OR PIPES. REPAIR ANY DAMAGED ROLLED CURB CAUSED BY TNE REMOVAL OF OBSTRUCTIONS 95 94 . 184 1 , \ No. 46214 Exp. 12-31 -02 "'-" ~ 41-(' C/V\\.. cl<-;~ ' \ ' \ \ ')3 \ \ \ \ , \ ' \ ' \ ' \ ' \ APPROVED \ \ \ \ \ \ ' \ ' , \ ~ _J .. 1~~-... 1----+--+------------------t---l UTr~r.;;;; 46214 ' \ \ j./ ·:.:.-j VARIABLE THICKNESS COLD MIU \ \ PCC ROLLED CURB, SIDEWALK OR CROSS GUTTER REPLACEMENT + C-3345 CORONA HIGHLANDS WATER MAIN REPLACEMENT & STREET REHABILITATION WATER MAIN PLAN SEAWARD ROAD, SERRA DRIVE & DE ANZA DRIVE ~ LDA_T_E_j___B_Y_j_ ______ DE-SCR-IP_TI_DN-----+~-p•o4 -=IE=s=iGN:-::E:::-D--Ac,:0:::RA=wN::----A-c+--C-I_TY_O_F_N_E_W_P_O_R_T_B_EA_C_H __ :===w=-~5~28~2=-s~===: i CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 11 ':iJ L __________________________________________________ ..,. _______________________________________________________________________ ...JL _________ _::RE::,V:,:I:::S::I□::.N:.:S~---------.l.----.::M:::;Js::J.. ___ .;5:_:ll;::11,::~1!.1.. _______________ ...,1 _______ ...., t.: OF" CAI..I'< !i ~ ~ ~ g >-I 5"' I :, ! ~ 1¥ C. I 8 ~ I I -------~ J I ,, I I I ~ I w z ~ . ,a: ru ::; ill ~ ~ ~~ ! r ill ! ~~ ~ J Ii z Ir I! • I< ~ l )-i & ~i I □~ al 1¥ C. I □ [2 ;j\ I I I I I I I I ~ ; I ~ . .a: "' ~ I :a ~ ~ • "' il' ~ a !f iii j! ~ ~ n ~ I, .r e !I iE h -il ,~ ,. tl;; II ~' El □ al ; C. I 6 ~ :s cli I I " ,f I I I I ~ I w z .a: Oi :a ill ill ti a ! r :, I 2 ll ® 0 ® 0 ® ® CONSTRUCT/ON NOTES INST ALL NEW 8" P.V.C. C-900 CLASS 150 WfTH SENSOR WIRE PER TRENCH DETAIL ON SHEET II INST ALL I' METER SERVICE PER CITY STD-502-L REMOVE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES AT 949 W. 16TH STREET. INSTALL NEW FIRE HYDRANT ASSEMBLY PER crrr OF NEWPORT BEJJCH STD-500-L FIRE HYDRANT SHALL BE JONES J-3100R INSTALL 8" X 6' DUCTILE IRON TEE (MJ X FE! CONSTRUCT THRUST BLOCK PER crrr OF NEWPORT BEJJCH STD-510-L-A @ INST ALL 8" X 6' DUCTILE IRON TEE (FE X FE! @ INST ALL 8' CLASS 150 (FE X M,,J! RJN. GATE VALVE WfTH VALVE BOX AND RISER PER crrr OF NEWPORT BEJJCH STD-508-L STD-510-L-C, AND STD-5/1-L fSJd>sf:l ROADWAY RECONSTRUCTION J:--------~---j VAR/ABLE THICKNESS COLD MILL PCC ROLLED CURB, SIDEWALK OR CROSS GUTTER REPUCEMENT ; ' ' i , ' I ' ' I ' ' I ' ' I , ' I ' ' I ' ' I ' I I 178 < "' -0) w _,,_ 0 0 ' ' ' ' ' I ' ' I ' ' I ' , J ' I ' I ' ' ' ' I ' ' I ' ' ; ' I ' I ' I ' ' I ' ' I ' ' 9J I ' i ' I ' i 10b EXISTING 6' C.IP. WATER TO BE ABANDONED IN PLACE EXISTING CURB AND GUTTER !77 i ' ' I I I ' i ' I ' I ' ' ' ' I ' ' I ' ' I ' ' I ' ' I I i ' I ' ' I ' I I I ' ' I ' ' I ' i ' I ' ' I ' ' 90 --1--I 1/, I OOt, I 'Go ,_ ~ J ' I ' ' I ' i ' ' I i ' ' I i ' No. 46214 Exp. 12-31- C/VI I- OF CAI-\ DATE BV DESCRIPTION IIPP'D IESIGNED AC 46214 DRAWN AC (.,Q WATER MAIN PLAN SEAWARD ROAD, DE ANZA DRIVE, DE SOLA TERRACE & MENDOZA TERRACE CITY OF NEWPORT BEACH 1--_w_-_52_a_2-_s __ j REVISJ□NS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 5 OF 1l ~ '--------------------------------------------------.----------------------------------------------------------L-------------------.....IL...--.....:M;:::J::,S1.... __ _;:5/~ll:_:/fl::_IL..--------------L------...Jfi -~ • if: 2J ,_ I ~ ~ ;· ::, I'! □~ ~~ i I I I I I I I I II Ii II II I l ,f I I I I I / 9 5 2'X2'X6" THICK CONCRETE PAD 17. MIN. SLOPE I" AIR/VACUUM DETAIL NOT TO SCALE GENERAL NOTES I. ALL COPPER FITTINGS SHALLBE SILVER SOWERED. 2. PAINT COVER INSIDE AND 0/JTS/DE WITH TWO COATS "WHITE' GLOSS ENAMEL PAINT. 3. REINFORCE CONCRETE SLAB WITH W/2 X W/2 WELD WIRE MESH. 4. ASSEMBLY SHALL BE LOCATED S(J AS TO HAVE THE MIN. IMPACT ON PEDESTRIAN TRAFFIC. USE "ALTERNATE ORIENTATION' IN SIDEWALK AREAS. WHERE SPACE PERMITS. SET IN BACK OF SIDEWALK. FOR ALTERNATE ORIENTATION. REFER TO ST0-515-L 7 k:¢s>-s3;':) ROADWAY RECONSTRUCTION ~--· ::._..---j VAR/ABLE THICKNESS COLD MILL PCC ROLLED CURB. SIDEWALK OR CROSS GUTTER REPLACEMENT No. 46214 • 12-31- C/VI \.. F CA\..\ DATE BY N 2164100 ::c 0 )> 0 ,,.. ,,.. ,,.. "' DESCRIPTION REVISIONS APP'D 9 /9 13 0 ® ® @ @ CONSTRUCTION NOTES INSTALL NEW 8' P.V.C. C-900 CLASS 150 WITH SENSOR WIRE PER TRENCH DETAIL ON SHEET II INST ALL I" METER SERVICE PER CITY ST0-502--L REMOVE EX/STING FIRE HYDRANT AND RETURN TO IJTILITIES AT 949 W. 16TH STREET. INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH ST0-500-L FIRE HYDRANT SHALL BE JONES J·3100R INST ALL NEW 12' P.V.C. C-900 CLASS 150 WITH SENSOR WIRE PER TRENCH DETAIL ON SHEET II INST ALL 8" X 6' DUCTILE IRON TEE (MJ X FE! CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH ST0-5/0·L-A INSTALL 8' X 6' DUCTILE IRON TEE (FE X FE! INSTALL NEW 6' P.V.C. C-900 CLASS 150 PER TRENCH DETAIL ON SHEET II @ INST ALL 8' CLASS /50 (FE X MJJ R.W. GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L STD-510-L-C, AND STD-511-L @ REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER. @ INST ALL 8' X 6" (FE X MJ} DUCTILE IRON REOOCER @ INSTALL B'. 22 ½" !MJ X MJ! DUCTILE IRON BEND @ INSTALL 8', 45"/MJ X MJJ OOCTILE IRON BEND @ INST ALL r COMBINATION AIR RELEASE, AIR VACUUM VALVE ASSEMBLY PER DETAIL ON SHEET 6 @ @ @) ® @ @ @ ® @ ® @ @ @ @ @ @ @ @ INST ALL NEW 12' X 8' !MJ X FE! DUCTILE IRON REDUCER INST ALL 8' X 8' DUCTILE IRON TEE !FE X FE! INST ALL 12' LONG BODY TRANSITION COUPLING (PVC X PVC! REMOVE EXISTING AC PAVEMENT AND CONSTRUCT FULL DEPTH AC SECTION. PWS ONE INCH MORE THAN EXISTING ADJUST SURVEY MONUMENT TO GRADE ADJUST MANHOLE TO GRADE ADJUST PCC SIDEWALK PER RECONSTRUCT 6-/NCH THICK PCC ROLLED CURB PER APPLICABLE PORTIONS OF STD-182-L AND DETAIL ON SHEET 11 RECONSTRUCT PCC CROSS GUTTER PER STD-185-L INST ALL 8", 9(1 DUCTILE IRON BEND ( MJ X MJJ ROOT PRUNE EXISTING TREE PER SPECIFICATION AND INST ALL ROOT BARRIER CONSTRUCT 2' THICK AC OVERLAY VARIABLE THICKNESS EDGE, GRIND EXISTING AC. PAVEMENT REMOVE INTERFERING POTIONS OF EX. 8" WATER LINE. AND INST ALL BLIND FLANGE ON EX. 8' B.F.V. ABANDON EXISTING B'WATER LINE IN PLACE REMOVE EX. 8'TEE, VALVES AND APPURTENANCES AND INSTALL NEW 8' PVC C-900, SPOOL SEE DETAIL A SHEET 6 INST ALL 8' TRANSITION COUPLING (PVC X DIP) REMWE GUTTER OBSTRUCTIONS OF AC. CONCRETE OR PIPES. REPAIR ANY DAMAGED ROLLED CURB CAUSED BY THE REMOVAL OF OBSTRUCTIONS I! I 13 24 7 I I I ---2 DETAIL B NOT TO SCALE APPROVED 46214 OOTE DESIGNED IJ!AWN AC AC CHECKED OOTE MJS 5/11/Bl DETAIL A NOT TO SCALE C-3345 CORONA HIGHLANDS WATER MAIN REPLACEMENT & STREET REHABILITATION WATER MAIN PLAN SEAWARD ROAD, !SABELLA TERRACE & RIVERA TERRACE CITY OF NEWPORT BEACH W-5282-S PUBLIC WORKS DEPARTMENT SHEET 6 OF II ~ • • ~ ~ " u -@ ~ z C .:ru :, Ill • "' l II( It' a: a ~ t 0 ill ~ ,J i! ll " I V\ "' . I ~ ,: >-il ..., ~~ii ~ ,. I i-!'. ~ " " 8 I 0 ~ V I I I ,f I I I I @ I ~ z .: '" :, Ill ~ • "' ~ ~ ffi • "' It !!] i" ~ OQ • ~2 I ,~ z Ii: • 11 ~ ->-i cl .. ~ "' ~ ::J ~ I " . ( o§ v ~ ~ ..... a. I 1 i I I .. -. I I ·-I I I I i'l I lil ill z .: '" :, ~ ~ uJ "' a. a: ! □ ill I ::, ~ ;; L~ IY) -..!l COLUMBUS CIRCLE , , \ i ' i I ! , l • . I ' , ' \ . . \ . \ . \ w > - ' \ ' \ ' I 31 KS"A:";"s:::1 ROADNAY RECONSTRUCTION [::::;:::.~j VARIABLE THICKNESS COLD MILL PCC ROLL£D CURB, SIDEWALK OR CROSS GUTTER REPLACEMENT 34 29 35 2"1 ; 0 ® 2b MORNING CANYON No. 46214 Exp. 12-31 -02 u). "" 4r~ C/V\\.. &;"" Op C/\1..1~ DATE BY 3b ,, I . ' ! ' I ROAD I ' i ' ' I DESCRIPTIIJI REVISIONS APP'□ 37 APPROVED DATE DESIGNED CHECKED (jj) INST All. 8' X 6" (FE X MJ/ DUCT//£ IRON REDUCER @ INSTAll. 8", 22 ½· (MJ X MJ/ DUCT//£ IRON BEND @ INSTALL 8' X 8' DUCT//£ IRON TEE (FE X FE/ @ INST ALL 12" LONG 80{]( TRANSITION COUPUNG (PVC X PVC/ @ INST ALL 8" DUCT//£ IRON END CAP I@) INSTAll. 8", 90"DUCT/1£ IRON BEND (FE X FE! @ REMOVE EXISTING AC PAVEMENT AND CONSTRUCT FULL DEPTH AC SECTION, PWS ONE INCH MORE THAN EXISTING 24 46214 DRAWN AC AC DATE MJS 5/11/01 38 23 C-3345 CORONA HIGHLANDS WATER MAIN REPLACEMENT & STREET REHABILITATION WATER MAIN PLAN SERRA DRIVE, MORNING CANYON ROAD, COLUMBUS CIRCLE & CORTEZ CIRCLE CITY OF NEWPORT BEACH W-5282-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 11 , ' ' ' ' ' \ ' ' ' ' . • 0 '! ~ " "' J ~ ' ." -I d \'.) ~ w z ~"' :;; ill • "' w"' e, w J: "' ~! z I, • 11: >-~ .. :, ~ ~~ a. ~ iii I I I f :f I I I I I -l INST ALL 8' X 6' DUCT//£ IRON TEE !MJ X FE! CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5I0-L-A @ INSTALL 8' X 6" DUCT//£ IRON TEE (FE X FE! @ INST ALL 8' CLASS 150 !FE X MJ! RJN. GATE VALVE WrTH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-5I0-L-C, AND ST~5I/-L @ REMOVE EXISTING WATER SERVICE UNE FROM THE EXISTING MAIN TO THE WATER METER. @ INSTALL 8', II¼" !FE X MJJDUCTI/£ IRON BEND @ INST ALL 8', 45" (MJ X MJ/ DUCT//£ IRON BEND @ INSTALL 6' LONG BOD'f TRANSrT/ON COUPUNG ( ?IC X ACPJ @ INST ALL I' COMBINATION AIR RELEASE, NR VACUUM VALVE ASSEMBLY PER DETAIL ON SHEET 6 " @ REMOVE EXISTING AC PAVEMENT AND CONSTRUCT FULL DEPTH AC SECTION, PLUS ONE INCH MORE THAN EXISTING ADJUST SURVEY MONUMENT TO GRADE ADJUST MANHOLE TO GRADE RECONSTRUCT 6-INCH THICK PCC ROLLED CURB PER APPLICABLE PORTIONS OF ST~l82-L AND DfTA/L ON SHEET 11 INST ALL 8', 9a DUCT//£ IRON BENO I MJ X MJJ ROOT PRUNE EXISTING TREE PER SPECIFICATION ANO INST ALL ROOT BARRIER CONSTRUCT 2'THICK AC OVERLAY VAR/AB/£ THICKNESS EDGE, GRIND EXISTING A.C. PAVEMENT REMOVE GUTTER OBSTRUCTIONS OF A.C. CONCRETE OR PIPES. REPNR ANY DAMAGED ROLLED CURB CNJSED BY THE REMOVAL OF OBSTRUCTIONS 55 54 ' i I i L 4J -z a:: rn No. 46214 p. 12-3I- C,V\\.. F C/1.1..\ Pl ;o 53 lf;:'S;;'s::,'.:J ROADWAY RECONSTRUCTION [.----::-j VAR/ABLE THICKNESS COW MILL ·-PCC ROLLED CURB, SIDEWALK OR CROSS GUTTER REPLACEMENT \ \ ' I I ' \ I ' ' I ' \ I ' ' I \ ' 52 APPROVED i I '' ' I t-----+---+-------+-----t ~:JAER4.• urrp~E£. NO.-=~ DATE G,-04-oi \ ' \ ' \ ' \ ' \ ' \ . ' I \ \ ' \~ ' \~ \ (") I 82 POOL 5J ~ ")> • \ CT'l \ \ ' ' 1 a a IV) 0) 0) - + U"\ 0 C-3345 CORONA HIGHLANDS WATER MAIN REPLACEMENT & STREET REHABILITATION WATER MAIN PLAN SERRA DRIVE & CABRILLO TERRACE ~ ' J--+---+--------------+----4----~------11----------------r--------t CITY OF NEWPORT BEACH W"5282-S [ I---------' DATE BY DESCRIPT!l)I APP'D DESIG~ DRAWN AC AC CfECKED DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF I • REVISIONS MJS 5/11/BI 1 ' ,_ _________________________________________ ....., _____________________________________________________________ ......_ ___________________ __,,..._ __ """""""'",..._ ____________________ ___. ______ _.r ,.---- / ', ., ~ ~ en w ! z la: ru " ::; "' "" "' -"' ~ rr ., 0 w 0 I §! J ~:ii z I; • '3_ >- G ~::: N ::, l!I i □ rr ~~ CL " ~ ~ ,Ii l ,f I I I I I w , ! ! ~ ~ I ~ i! I I I l :f : I I I I I \ . \ \ 0 0 ® @ @ 0 CONSTRUCT/ON NOTES INST ALL NEW 8' P.V ,C. C-900 CLASS 150 WITH SENSOR WIRE PER TRENCH DETAIL ON SHEET II INST ALL /' METER SERVICE PER CITY STD-502-L REMOVE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES AT 949 W. 16TH STREET. INSTALL NEW FIRE HYDRA/vT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L, FIRE HYDRA/vT SHALL BE JONES J-3100R INST ALL 8' X 6' DUCTILE IRON TEE /MJ X FEJ CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5I0-L-A @ INSTALL 8' X 6' DUCTILE IRON TEE /FE X FEJ @ INST ALL 8' CLASS 150 /FE X MJJ R.W. GATE V Al.VE WITH VALVE BOX AND RISER PER CrTY OF NEWPORT BEACH STD-508-L, STD-5I0-L-C, AND STD-511-L @ INSTALL 6'CLASS 150 /FE X MJJR.W.GATE VALVE WITH VMVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-5I0-L-C, AND STD-511-L @ REMOVE EXISTING WATER SERVICE UNE FROM THE EXISTING MAIN TO THE WATER METER. @ INST ALL 8' X 6" !FE X MJJ DUCTILE IRON REDUCER @ INST ALL 8', 45' !MJ X MJJ DUCTILE IRON BEND @) INST ALL 8' {MJ X FEJ D.I.P. ADAPTER @ INST ALL I" COMBINATION AIR RELEASE, AIR VACUUM VMVE ASSEMBLY PER DETAIL ON SHEET 6 INST ALL 8', 9(f DUCTILE IRON BEND !FE X FEJ ADJUST SURVEY MONUMENT TO GRADE ADJUST MANHOLE TO GRADE RECONSTRUCT 6-INCH THICK PCC ROLLED CURB PER + APPLICABLE PORTIONS OF STD-I82-L AND DETAIL ON SHEET 11 INST ALL 8', 90' DUCTILE IRON BEND !MJ X MJ) ROOT PRUNE EXISTING T/iiEE PER SPECIFICATION AND INSTALL ROOT BARRIER - CONSTRUCT 2' THICK AC OVERLAY REMOVE GUTTER OBSTRUCTIONS OF A.G. CONCRETE OR PIPES. REPAIR ANY DAMAGED ROLLED CURB CNJSED BY THE REMOVM OF OBSTRUCTIONS @ CONSTRUCT MASONRY RETAJNING WALL PER CITY STD-228-L-A TYPE B b\:S/-?:--;;'l RONJN AY RECONSTRUCTION [--~__:-~-J VARIABLE THICKNESS COW MILL PCC ROLLED CURB, SIDEWALK OR CROSS GUTTER REPLACEMENT / N_o. 46214 . I 2-31 -02 ~ IV\\.. \ APPROVED 1----+---+---------+----1~;;;· DATE _ __..'2e.::-:..,¢?4=.:..,•o,"'-I.__ __ DATE BY IESCRIPT!Cll APP'□ DESIGIED AC DRAWN AC REVISIONS CHECKED DATE MJS 5/ll/Ul \ . • \ . . • \ 38 J' I /K.IY '-;--ii ;J ~>J',. . I , 38 \ "'-\ --..,_ \ ~" \ . \ . • \ \ ' \ \ \ . . \ • \ \ C-3345 CORONA HIGHLANDS WATER MAIN REPLACEMENT & STREET REHABILITATION WATER MAIN PLAN DE SOLA TERRACE & MENDOZA TERRACE CITY OF NEWPORT BEACH W-5282-S PUBLIC WORKS DEPARTMENT SHEET 9 OF II ' -Y\ MORNING CANYON ! 39 40 4J 23 22 21 \ SERRA DAJVE \ 83 '·,\, /_/_/_/- + 0) - \ EXISTING CURB \(- AND GUTTER RIW EXISTING SIDEWALJ<. L '"'=e"<;=do~. UTILITY TREES ! --r,r, G ,-BOX 40 J 5] 50 49 I ASPH. CONG, i ' ' TREES !r • lr ' ir I ' i EXISTING 6' C~.P. WATER TO BE ABANDONE.D IN PLACE I ' i 20 84 48 ROAD 42 150. 7 -+-1=======1=5=0=1. 0 47 + (\J (\J ~ V) "-:;I- 1---li.J li.J ~ li.J li.J V) li.J 5 ROADNAY RECONSTRUCTION k/-~~--j VARIABLE THICKNESS COLD MIU. PCC ROLLED CURB. SIDEWALK OR CROSS GUTTER REPLACEMENT . ! • I ' i , , f i , ' ' ! \ \ \ \ \ ' \ ' \ ' \ \ \ . \ . \ \ ' S'LY ff_ 6'-0' 2'-6' \ \ \ . \ ' ' \ \ \ \ \ #, __.,::,:;_,,.. ' i ' ' I ' i • ' I . • I . ' I ' ' ! 3'-(Y' 0 ~....-s. \ -:is'<- \ ---~~ '<;,°0 ' • s: \ )( ,", 35 ►, o."v,SY'< .' ··, / ~ ._,i\._ "· .• A (") )(/2,, I / '/ • V)' =--\ z. ►"' • (J) V) . .<c-y; + "' />,:' ~V) U'\ I 0 456 UJ ,,,.... z a:: rn No. 46214 p. I 2-3 I - CiV\\- Op CA\...I !:rJ DATE BY 16'-6' /6'-6' ' 2'-6" N'LY ff_ I i--------------139>-----~-------<391------------.....i l PROPOSED AC PAVEMENT !8'-6' RIW EXISTING SIDEWALK DESCRIPTION REVISIONS 5'-{J' REMWAL & REPLACEMENT I 40 0 9'-6' SECTION SERRA ORNE ST A. 10 • 0950 NOT TO SCALE APPROVED APP'D DESIGNED CHECKED I 4' -(J' I f'-(J' .. ..1 I~ 1 m I \9' ~ I L _J '----SEE TRENCH DE.TAIL 35 0 0 ® 9'-{J' CONSTRUCTION NOTES INST All. NEW 8' P.V.C. C-900 CLASS /50 WITH SENSOR WIRE PER TRENCH OCT AIL ON SHEET II INSTAil. f' METER SERVICE PER CrrY STD-502-L REMOVE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES AT 949 W. !6TH STREET. INSTAil. NEW FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L, FIRE HYDRANT SHAil. BE JONES J-3TOOR INSTAil. B' X 6' DUCTILE IRON TEE IMJ X FE! CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5I0-L-A 2'-6' @ INSTALL B' CLASS /50 /FE X MJJ R.W. GATE VALVE WITH VALVE BOX AND RISER PER CrrY OF NEWPORT BEACH STD-508-L, STD-5/0-L-C, AND STD-511-L @ REMOVE EXISTING WATER SERVICE UN£ FROM THE EXISTING MAIN TO THE WATER METER. @ INSTAil. 8', 22 ½' IMJ X MJJ DUCTILE IRON BEND @ INST All. B', 45' (MJ X MJJ DUCTILE IRON BEND @ INST All. B' (MJ X FE! DJP. ADAPTER @ REMOVE EXISTING AC PAVEMENT AND CONSTRUCT FUil. DEPTH AC SECTION, PWS ONE INCH MORE THAN EXISTING ADJUST MANHOLE TO GRADE RECONSTRUCT 6-/NCH THICK PCC ROil.ED CURB PER APPUCABLE PORTIONS OF STD-I82-L AND DETAIL ON SHEET 11 ® INSTAil. B', 9(J DUCTILE IRON BEND I MJ X MJJ @ ROOT PRUNE EXISTING TREE PER SPECIFICATION AND INST All. ROOT BARRIER @ CONSTRUCT 2' THICK AC OVERLAY @ VARIABLE THICKNESS EDGE, GRIND EXISTING A£. PAVEMENT @) REMOVE GUTTER OBSTRUCTIONS OF A.C. CONCRETE OR PIPES. REPAIR ANY DAMAGED ROLLED CURB CAUSED BY THE REMOVAL OF OBSTRUCTIONS 46214 DRAWN AC AC DATE C-3345 CORONA HIGHLANDS WATER MAIN REPLACEMENT & STREET REHABILITATION WATER MAIN PtAN SERRA DRIVE, MORNING CANYON ROAD & CABRILLO TERRACE CITY OF NEWPORT BEACH W-5282-S PUBLIC WORKS DEPARTMENT MJS 5/11/81 SHEET 10 OF 11 @ z ie: "' :. [! !I ~ ffi !! I rn ~ ~~ i!! la z 6' a ~ • 1t ,. >-ii co "' t, a: I ::, I!! • 8 ~ ... II: a: i I I I I I I I I ~ I ~ I ~ ~ ' i ~ • .J-ti ~ ,. ~ I:,; ! ::, " I;; . I m ~ ,.. ~ ~ i! I ~ ~ I 1 I I I ,f ,,I I I I I @ I z ,; "' :; ~ • ~ ~ • a 0 ~ !i! • I :,; ~ ::, • _;a,; S'LY Ff. S'LY ff_ I ' I 4'-0' 2'-6' <.!J llJ ~ ~ 35 30'-(l' 9'-6' 9'-6' i.--------------i39r----~--------139i---------------i l 5'-(J' * /'-0' 0 0 3'-0" PROPOSED AC PAVEMENT REM(}IAL & REPLACEMENT I I IL: I 4' --(J' I r-o· .. • 1 I I I I ~ !--SEE TRENCH L _j DETAIL SECTION A ISABEUA TERRACE 6 ST A. 31 • 90.00 NOT TO SCALE 30'-(J' 5'-(l' ~ ~ * ~ 0 0 3'-[f /'-0' 0..: ~ 2 ~ ~ ~ ~ ~ "'1 0 2'-6' 2'-6" ~ 35 6"-ou N'LY ff_ N'LY ff_ : 2' -6' 2' -6' IQ'-{! 10'-{J' 2'-6' 2'-6' S'LY tr. I 5'-{J' 6'-(f i---------39/-----------j-------39 2'-0" PROPOSED AC PAVEMENT REM(}IAL & REPLACEMENT ' J, I : «r : I. c<r~ i.-----... • ,;.I .... ~__, .. --ii I ~ ~ SEE TRENCH 0 2'-6' ~ _ J DETAIL 3'-(J' I0'-6' SECTION DE SOLA TERRACE ST A. 16 • /OfJO NOT TO SCALE 16'-6' * 0..: c::i 0 f.'. ~ ~ 1.5' 0 50'-(f (,;J ' ~ 1\J 2 to C\I ~ 4'-(J' 5'-[f '< 40 •CJ :a, 1C) .., ~ * ~ 0 35 0 3'-(J' 3'-(f a.; 2 ~ ~ ~ ~ ",l . 1\J o..J C\J C\J 2'-6' i------------,391}------+---------(39}------------- ~ 5'-0' "' CJ ~ ~ CD * PROPOSED AC PAVEMENT REMOV/Jl & REPLACEMENT j :a,: c5 <.!l .., llJ 0 35 t'@ ; ~1 f-oi ,.r-4'_-rr_,,.,.,..] ,.,.___r-_6'_>1• I 35 SEE TRENCH--: ~ I DETAIL L _J 4'-0' 15'-0' 0 SECTION SERRA ORNE ST A. 18 • 42.50 NOT TO SCALE 12'-6' 9'-0' S'LY Ff. ' ' ' I ' ' I ' ' I ' ' 6'-G' 0 CONSTRUCTION NOTES RECONSTRUCT 6-INCH THICK PCC ROLLED CURB PER APPLICABLE PORTIONS OF ST0-182-L AND DETAIL ON SHEET II !TYPICAL, SEE PLAN FOR LOCATION! CONSTRUCT 2"THICK AC OVERLAY VARIABLE THICKNESS EDGE, GRIND EXISTING AC. PAVEMENT 50'-0" -' 6'-0' 2'-6' 16' 6' C>J 0 ~ '< CJ ~ I -' I 35 _j I 4'-0" I SEE TRENCH_JI DET/JJL 9'-(f .. S'LY If'_ I ' 39 ' : I PROPOSED AC PAVEMENT ' I REMOVAL & REPLACEMENT ' I - keii~ ' I I .. I t®** 0 SECTION MORNING CANYON RD ST A. II• 0350 NOT TO SCALE - 39 * ~ /4'-()' D 7 50'-0' (,;J 5'-0~ 40 NOTES: ~-OVERLAY ENTIRE STREET SECTION WfTH 2' AC. I. TRENCH WIDTH SHALL BE O.D. • 12' MINIMUM.OR O.D. • 20' MAXIMUM.INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. I' MIN. (AT PAVEMENT SURFACE! REPLACE WITH I' THICKER AC.SECTIONS.THAN EX.AC. SECTION (COMPACTION 90Z MIN.I REPLACE P.C.C.SECTIONS WfTH MINIMUM OF 8-INCH SECTION. 6'MJN. -- 0.D.(PIPE BARREL! -- TRENCH SHEETING OR SHORING _/ / IF USED ~ UNDISTURBED SOIL. TYPICAL ~ 2'-6' j :a, -<.!J ,;: CJ _/ -6' O" N'LY ff_ S'LY tr. 6'-6" GRIND EXISTING AREAS WHERE SHOWN ON PLANS AND ON THIS DET/JJL SHEET TRENCH WIDTH 0.4 OJJ. TRENCH DETAIL NOT TO SCALE :Z:-6' EX.PAVEMENT NOTE 6 I' MIN. (AT PAVEMENT SURFACE! ~--6'MIN. 16'-3' (,;J 2 3 4. 5. 6. 7. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-/.3,EXCEPT THAT RELATIVE COMPACTION SHAU BE 90 PERCENT MINIMUM. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMfT TO THE ENGINEER FOR APPROVAL.DRAWINGS WITH SUBST ANT/AT/NG ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WIU PROVIDE AN IN-PLACE FACTOR OF SAFETY EOUNALENT TO THAT PROVIDED IN THE CONTRACT. BEDDING SHAU BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.I, EXCEPT THAT: !AJ CLASS 100-E-/OO SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. !BJ HAUNCH BEDDING SHALL BE HAND TAMPED TO 90X RELATNE COMPACTION MINIMUM FOR PVC. RPM, HOPE.AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING !ABOVE- SPRINGUNE! MAY BE COMPACTED CONCURRENTLY WfTH THE BACKFILL. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SH/JlL BE PER STANDARD SPECIFICATIONS SECTION 306-I.5.EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250. IF MAIN LINE TRENCHES RESULTS IN PAVEMENT WIDTH OF 5'0R LESS.PAVEMENT SHALL BE REMOVED TO EDGE OF GUTTER. TRENCH RESURFACING IN ASPUALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-15, EXCEPT THAT: (A) ASPHALT CONCRETE SHALL BE PLACED IN UFTS NOT TO EXCEED 4' THICK. (BJ APPLY TACK COAT ANO FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WfTHIN ONE FOOT OF THE CONTACT JOINT. /6'-3' 2'-6' 6' -G' N'LY tr. i-------------1391}-----l------,~l}-------------i [;'j 5✓--0~ PROPOSED AC PAVEMENT 5'-0' (@--, REMOVAL & REPLACEMENT I c;:j :,;: CD ~ ~ [d a.; CJ~ ~~ @ 5'-6" 0 4'-6" 2'-6' 0 J'-{J' 6'-0' ,;: 35 ~ N'LY tr. * ~ 22'-(J' 0 SECTION SEAWARD ROAD ST A 16 • 77.00 NOT TO SCALE 8'-(J' I 4'-G' : I r-o· * ~ I'" .. I ~ o 1 1 ~ k--sEE TRENCH I DETAIL 0 35 0 3' -{J' 5' -6' N'LY ff_ -------------139•r-----i-----------t391---------------i 0 3'-0' PROPOSED AC PAVEMENT REMOI /Jl & REPLACEMENT I I I 4'-(J' I 35 ~ I'" "I I SEE TRENCH~ ~ I DETAIL L_ _J 9'-0' 13'-6" 0 SECTION MORNING CANYON RO STA. 11•0350 NOT TO SCALE 5'-0' 40 (X) /4'-0' 0.FEss" J. St, '->~ '.!')S Lu -z er rn gJ No. 46214 D, 12-31- C/V I I.. OF CA\. 35 5'-6' DATE ¾'RAD. 0 4✓-6" BY DESCRIPTll»J REVISIONS l(J' EDGE OF RONJNAY 8' Pt;. CONCRETE ROLLED CURB & GUTTER DETAIL NOT TO SC/JlE APPROVED APP'D rESIGNED DRAWN AC llECKID DATE MJS 5/11/0] C-3345 CORONA HIGHLANDS WATER MAIN REPLACEMENT & STfliET REHABILITATION STREET SECTIONS AND pETAILS CITY OF NEWPORT BEACH W-5282-S PUBLIC WORKS DEPARTMENT SHEET 11 OF II PR/VA TE ENG/l'EER'S GENERAL NOTES CITY OF NEWPORT BEACH CORONA HIGHLANDS DRIVEWAY IMPROVEMENTS INDEX AND NOTICE TO CONTRACTOR 1. lT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO GUIDE THE CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, FACILITIES AND APPURTENANCES NECESSARY FOR OR INCIDENT Al TO THE CONSTRUCTION OF A COMPLETED DRIVE APPROACH ANO THOSE ITEMS SPECIFlCAU. Y MENTIONED IN THE CONSTRUCTION NOTES AND ESTIMATED QUANTITIES AND IN ACCORDANCE WITH THESE SPECIFICATIONS. 2. THE SPECIFICATIONS AND DRA\\INGS ARE INTENDED TO BE COMPLIMENT ARY AND ANYTHING MENTIONED OR SH01M,1 IN ONE BUT NOT IN THE OTHERS SHAUL BE OF LIKE EFFECT AS IF SHOllt< AND MENTIONED IN EACH. IN CASES OF APPARENT CONFLICT BETM:EN SPECIFICATIONS AND DRAWINGS, THE SPECIFICATIONS SHALL GOVERN OVER THE DRAWINGS. OMISSION FROM THE DRAWINGS OR SPECIFICATIONS OF DETAJLS OF WORK WHICH IS EVIDENTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR 'MilCH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM THE OBLIGATION TO PERFORM THE WORK, BUT IT SHALL BE AS IF FULLY AND CORRECll Y SET FORTH ANO DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. TI-lE COl'HRACTOR SHALL CHECK All. DRAWINGS AND SPECIFICATIONS FURNISHED HIM IMMEDIAffiY UPON THEIR RECEIPT, AND SHALL PROMPTLY NOTIFY THE OWNERS OF ANY DISCREPANCIES HEREIN. SHOULD ANY ERRORS, OMISSIONS, AMBIGUITIES OR DISCREPANCIES BE FOUND ON THE DRA\\INGS OR IN THE SPECIFICATIONS TO WHICH THE CONlRACTOR FAILED TO CALL ATTENTION BEFORE SUBMITTING HIS BID, THEN THE CITY ENGINEER WILL INTERPRET THE INTENT OF THE DRA\\INGS OR SPECIFICATIONS AND THE CONTRACTOR \\ILL PERFORM THE WORK IN ACCORDANCE WITH SUCH INTERPRETATION. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TI·IIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; ANO THAT THE CONlRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND THE ENGINEER HARMUESS FROM ANY AND AUL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER. 5. THE EXISTENCE AND LOCATION Of ANY UNDERGROUND UTILITY PIPES OR STRUClURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNO'M..£DGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS PLAN. THE CONlRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROlECT THE UTILITIES ANO SlRUCTURES SHOWN AND ANY OTHER LINES OR SlRUClURES NOT OF RECORD, OR NOT SHOV!N ON THIS PLAN. 6. IT SHAUL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY All DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND CROSS-CHECK DETAILS AND DIMENSIONS SHOWN ON THE DRAWING. THE ENGINEER SHALL BE NOTIFIED IMMEDIAffiY OF ANY DISCREPANCIES FOUND. ' ISA§!..tllA TfRR R!.':!_tRA 1£RR g- 'V < "" if \ & & ~ ,:J u, SHEET NO. 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 STREET ADDRESS GENERAL NOTES DETAILS 511 SEAWARD ROAD 515 SEAWARD ROAD 520 SEA WARD ROAD 524 SEA WARD ROAD 541 SEAWARD ROAD 544 SEA WARD ROAD 548 SEA WARD ROAi) 549 SEA WARD ROAD 564 SEA WARD ROAD 604 SEA WARD ROAD 456 MENDOZA TERRACE 420 MENDOZA TERRACE 400 DE SOLA TERRACE 536 DE ANZA DRIVE 524 DE ANZA DRIVE 428 CABRILLO TERRACE 421 CABRILLO TERRACE 420 SERRA DRIVE 416 SERRA DRIVE 400 CORTEZ CIRCLE 400 SERRA DRIVE 425 MORNING CANYON 432 MORNING CANYON 436 MORNING CANYON 456 MORNING CANYON 465 SEA WARD ROAO 449 SEA WARD ROAD SHEET NO. 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 STREET ADDRESS 600 SEA WARD ROAD 532 DE ANZA DRIVE 557 SEAWARD ROAD 609 SEAWARD ROAD 448 MENDOZA TERRACE 405 SERRA DRIVE 409 COLUMBUS CIRCLE 409 CORTEZ CIRCLE 424 Rlvf:RA TU?RACE 432 CABRILW TERRACE 452 DE SO(A TERRACE 544 DE ANZA DRIVE 445 /SABELLA TERRACE 620 SEAWARD ROAD 418 MORNING CANYON 7. IN All CASES WHERE CONFLICT MAY OCCUR BETWEEN GENERAL NOTES AND SPECIAC DETAILS, THEN THE CITY ENGINEER SHALL BE LEGEND NOTIAED AND HE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS. 8. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, DETAILS OR SECTIONS ON DRA\\INGS. 9. All CONSTRUCTION SHALL CONFORM TO THE CITY OF NEWPORT BEACH BUIUDING CODE OF THE LA TEST EDITIONS, AS AMENDED TO DA TE, UNLESS OTHERWISE NOlED. 10. FORTY-EIGHT ( 48) HOURS PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL NOTIFY "UNDERGROUND SERVICE ALERT" AT 1-800-422-4133 11. CONlRACTOR SHALL PROTECT IN PLACE All EXISTING PIPELINES. 12. WAlER MUST BE AVAILABLE ON TH( SllE AT All TIMES DURING GRADING OPERATIONS TO PROPERLY MAINTAIN DUST CONTROL. 13. ALL lMPROvt:MENTS MUST BE CONSTRUCTED PER CITY OF NEWPORT BEACH STANDARDS. REVISIONS REFERENCES DATE DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: O.C.E.M.A. O.C.T.A. Utility Plans: SCALE: NONE CAPB EMH £PB FH FL FS GM GV HP sco CABLE PULLBOX ELECTRIC MANHOLE ELECTRIC PULLBOX FIRE HYDRANT FLOWLINE FINISHED SURFACE GAS METER GAS VAL VE HIGH POINT SEWER CLEANOUT Prepared unde~ s~ ;J;I 16 R.C.E. No. 21005 EXPIRES 09/30/01 / Drawn by. 0. W. Checked by. R.H.C Recommended: APPROVED t-----+---t---t------------+----t---------------------1 R.C.E. NO. BILL PATAPOFF, P.E. 24967 f-----+---+---l------------+---+---------------------IEXPIRES ON Sewer Plans: 12/31 /01 \'\ , () I) { k "\f)--.-n , ~ ~- CITY ENGINEER' Rt.E. No. 24967 SMH TELEMH TELEPB TSPB VR W,11 WV --s-- --G-- --w-- --£- SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER WATER METER WATER VALVE SEWER LINE GAS LINE WATER LINE ELECTRICAL LINE CITY OF NEWPORT BEACH DRA WWiG Mll"'8£R 00-1269 CORONA HIGHLANDS DRIVEWAY IMPROVEMENTS SHEET NUMBER CITY OF NEWPORT BEACH _1 or -4.4._ M£N fEWNlNG EXISTING SIOOR.K, a.RB mD QJTTER SRtWr rND IIDtJI£ ro llll'id:Si EXIS'f1Ma lJIRGl:Nl. Fl.llfE JOINT '.fr MlTHlN S FT. .!El'!:Wl1 fP£NIJI., flff(J,:S SKM# ~~ ~f. _________________ p___ -----· {HJ R£PlPiI IF 5' f1l I.E5S (TYPJ ~~ PLAN msrn,; JOINT, am<, (Rl!Rm( Z'-6" Jr a.RB DPENlfli Flf'R<B11 llJTT(JI (MJ W11ER SCEPUW r.L. 2'-6" I rT(p(FCI.RJ Fl/2" IR<PmIN.J '~GUmR fl I ...J:~ ELEVATION ##4° MITH £M;lA£fR'S Fff'RO'tlfl. FOR NON-STFf!lR{IJ PfMRS J. CC1CR£TE 9fl.l. IE 560-C-3250. 2. SL<l'£D ·x· fflfRS lflll SLOPE:D lRlVDlll'S 9fl.l. lfM 11 ccmsc lRO(}ff FINISH, CITY OF NEWPORT BERCH PUBLIC WORKS DEPARTMENT RESIDENTIAL DRIVEWAY APPROACH TYPE III (MODIFIED) fff'ROVEJJ: REV, S/93 {lfLU· JJ1R£.Cf<ll f1F PfB.IC e,mcs R.C,£. /ID. 12806 llffr zs s,;p 1ss3 sau N. r.s. lfflff ft. R S"JI"D= JI. ~41-= Il., BACK OF EXISTING CURB --·., -., VARIES 2'± VARIES SECTION A-A CASE I (EXISTING DRIVE HIGHER THAN TOP OF CURB) It BACK OF EXISTING CURB 2'± VARIES VARIES I VARIES MATCH EXISTING 0 "'"' 'bs, (' -?1' (SEE PLAN) FS ELEVATION SEE PLAN :,, 0 C) 01 l(SEE PLAN} ~ ~ Q I I EXISTING ROLLED CURB ~-1,i, ,>-S, 1/2" OR AS SPECIFIED ON PLAN /-- _£__LEVEL LINE ,-,-__ - - - --c;-~---L I -"' ,1 I ~ l. 6 y/ 1/2" --i'=;====-,r-='~ 4 SECTION A-A CASE II (EXISTING DRIVE LOWER THAN TOP OF CURB) 01 X iii :::! z C) DRAWING NUMBER Prepared un~HL S)J; /dJ f-D-A-TE----,-----,-----,-------------,-----+----------------1 l...,,R.C.E. No. 21005 EXPIRES 09/30/01 REVISIONS REFERENCES CITY OF NEWPORT BEACH oo-1269 OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: 0.C.E.M.A. Drown by: D. W. O.C.T.A. Checked by: R.H.C Utility Plans: Recommended: APPROVED BILL PATAPOFF, P.E. f----+--+---+---------+---+----------------IR.C.E. NO. 24967 f-----l----+---1----------1----+------------------IEXPIRES ON 12/31/01 Sewer Plans: J)J.~~~~- CORONA HIGHLANDS DRIVEWAY IMPROVEMENTS DETAILS SHE:£T NUMBER CITY OF NEWPORT BEACH _2__ OF -11- BRUSH ------------- SCALE: 1"=10' REVISIONS DATE OWN. BY NO. DESCRIPTION CONC STEP$ MATCH EXISTING EAVE CONC. S/W 511 ff:44-02 rn // ////// . \ \ <I> SEAWARD RD. 143.6 ______ l ;r-------._-l><'),_q,.,,'.l,-..,.1./------- 1/-I:: G 1/- REFERENCES APPR. BY Standard Plans: Utility Plans: 1t0FESs; RD /f • C' '? 0. 2100 ES ~Vil CAL\fu R.C .. Drawn by. D. W. Checked by: R.H.C Recommended: EST/MA TED COSTS CONS7FIUCTION NOTES ESTMATED OUANTTrES 0 DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 153 S.F. ASPHALTIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA fES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 58 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 23 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill P~R 130 S.F. CITY STD-164-L, X;2.5' (MODIAED PER SHEET 2 CASE I @CONSTRUCT CURB AND GUTTER PER SECTION 23 L.F. A-A SHEET 2 -S.F. (!) REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE SEWER CLEANOUT --w--WATER LINE sco --E-ELECTRICAL LINE CITY OF NEWPORT BEACH 511 SEAWARD ROAD PREPARED BY; DRAMfNGM.Jl,llfJ/£JK i-----,----i----it------------t----+---------------------IAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES CAHL & ASSOC/A TES /fi}g{) BEACH fJ.ffJ. S/Jflf 12 I/IJNTU/Cl(J{ BEACH, C4 92618 Pl/(M: (114) 818-D566 00-1269 t-----+---+---l-------------+----1--------------------_J EXPIRES ON : 12/31/01 Sewer Plans: SHE:eT NUMBER 24967 FAX (114) 818-6J22 _J_ OF __1:s._ It I 515 7i:isTING SCALE: 1''=10' REVISIONS REFERENCES DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: ,.,,....,,... ..,..,,..., .09 FS ,----- ,, STRUCT SMH-0 vROFESs1 ~RD It :--.'" • <;;, -'la' '"' ~ No. 21 . ~ AES11.'31\.M l'fVIL Or CALI Drawn by. o. W. Checked by. R.H.C Recommended: ,. EESTIMA TE:D COSTS CONSTRUCTION NOTES ESTNATED OUANTTT1ES (j) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 511 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLArEs, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH (D SAWCUT 108 L.F. © PATCH WITH ASPHALTIC CONCRETE MINIMUM SECTION 46 S.F. ® OF J" A.C. OVER 4" A.8. CONSTRUCT RESIDENT/AL DRIVE-WAY APPROACH TYPE Ill PER -S.F. CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER PER SECTION 46 L.F. A-A SHEET 2 483 S.F. (z) SALVAGE AND REPLACE ALL BRICK LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALv!c --s-SEWER LINE HP HIGH POINT --G-GAS LINE --w--WATER LINE sco SEWER CLEANOUT --E-ELECTRICAL LINE CITY OF NEWPORT BEACH 515 SEAWARD ROAD PREPARED BY: ORA ~NG NUMBER r-----t----r-----t-----------+---+----------------------lAPPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONE$ CAHL & ASSOCIATES 00-1269 18090 fJEA(J/ fJ. /0. 51)/1[ 12 t------t----t---t------------+---+----------------------1 EXPIRES ON : 12/31/01 Sewer Plans: 24967 H/JNT!NCTON BEA/)/, CA 92618 SHE:E:T NUMBE:R Pl/ONE: (711) 8/8-0566 FAX: (114) 818-6322 _A_ OF ....4.4._ DATE I I I I I I I I I I I i II SCALE: OWN. BY REVISIONS NO. DESCRIPTION EAV / 520 REFERENCES APPR. BY Standard Plans: Utility Plans: TREES ---------- I I \ I I F • R- . . '"' • w 0. 210 °" ES • Vil OFCA Drown by. D. W. Checked by. R.H.C Recommended: EST/MA TED COSTS CONSTRUCTION NOTES ESTMATED 0/JANTTTES (D DEMO EXISllNG CURB & GUTTER. DRIVE APPROACH 178 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCllONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH (D SAWCUT 64 L.F. © PATCH WITH ASPHALllC CONCRETE MINIMUM SECllON 26 S.F. ® OF 3• A.G. OVER 4" A.B. CONSTRUCT RESIDENl/AL DRl~WAY APPROACH TYPE Ill PER 152 S.F. CITY STD-164-L, X-2.5' (MOD/RED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECllON 26 L.F. A-A SHEET 2 29 S.F. 0 SALVAGE AND REPLACE GROUTED STONE LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECmtc MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB mAFFIC SIGNAL PULLBOX -L FLOWL/NE VR VENT RISER FS FINISHED SURFACE Ml WATER METER GM GAS METER WV WATER VALVE GV GAS VAL v£ --s--SEWER LINE HP HIGH POINT --G--GAS LINE --w--WATER LINE sco SEWER CLEANOUT --£-ELECmlCAL LINE CITY OF NEWPORT BEACH 520 SEAWARD ROAD PREPARED BY; ORA WING NVMI/JER r-----+----r----;------------+----+--------------------_J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TES 00-1269 /ffJg(J BEACH 8/.W. 5/11/E 12 t-----+---t----t------------+---4----------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 !KJI/T!I/CT(}/ BEACH, CA 92618 Pl/(J/[: (J/4) B/8-{Y.;65 SHl'XT NUMBER FAX: (111) 818-5322 -5._ OF ~ DATE ASPH. -···-- TREE.s ------- CONC. SCALE: 1"=10' I I \ I I ::,\ \ \;\ I I \ I I I REVISIONS U> __ .. --· ·- ----- 524 REFERENCES DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: '-" "' "" ~ -I Al rn rn U) I I \ I I \ I I \ I I \ ,;,~RD If. C' . <i;' ._,, No. 2100 ES C/Vil ~OFCAU I If> \ R. C.E. No. 21005 Drawn by. 0. W. Checked by. R.H. C Recommended: ES77MA TED COSTS CONSTRUC770N NOTES ESTNATED OUANTTTES (j) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 223 ASPHALTIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA rEs, CONCRETE COVERED PIPES. PROTECT IN PLACE Q) SAWCUT 67 © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 26 f2\ OF J" A.C. OVER 4" A.B. l.:V CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 197 CITY STD-164-L, X=2.5' (MODIAED PER SHEET 2 CASE ) @CONSTRUCT CURB ANO GUTTER PER SECTION II 26 A-A SHEET 2 0REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH EMH ELECTRIC MANHOLE TELEMH £PB ELECTRIC PULLBOX TELEPB FH FIRE HYDRANT TSPB FL FLOWLINE VR FS FINISHED SURFACE WM GM GAS METER GV GAS VAL VE HP HIGH POINT sea SEWER CLEANOUT WV --s- --G- --w-- --£- S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER WATER METER WATER VALVE SEWER LINE GAS LINE WATER LINE ELECTRICAL LINE Date: s/;;;~ CITY OF NEWPORT BEACH EXPIRES 09/30 V1 524 SEAWARD ROAD PREPARED Br. ORA WING NUMBER t------t----1---,------------t----+----------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TFS 18090 BEA/JI Bl. VO. 9.!11£ 12 1//JNT!NCT/JI BEA/JI, CA 92648 Pl/{}/{[: (714) 848-0566 00-1269 J------j----t----t-----------+---+--------------------~ EXPIRES ON : 12/31/01 Sewer Plans: SHEET NUMBER 24967 FAX: (114) 848-6322 __6___ OF ....1:.4._ DATE I I I I I I I I I I I I ------- \ ASPH. TREES REVISIONS DWN. BY NO. DESCRIPTION EAVE \ 541 REFERENCES APPR. BY Standard Plans: Utility Plans: . I \ I I \ BRUSH EST/MA TED COSTS CONSTRUCTION NOTES ESTMATED OUANTTTES (]) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 142 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA rEs, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH 0 SAWCUT 56 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 23 S.F. OF 3" A.C. OVER 4" A.B. ® CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 179 S.F. CITY STD-164-L, X~2.5' (MODIFIED PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER PER SECTION 23 L.F. A-A SHEET 2 S.F. (?)REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE V,'? VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALYF --s-SEWER LINE HP HIGH POINT --G-GAS LINE sea SEWER CLEANOUT --w--WATER LINE --E-ELECTRICAL LINE Prepared under SUfJ..ervision of R.H. CAHL Date: < ,,£!.,~ ~/;,J~J CITY OF NEWPORT BEACH R.C.E. No. 21005 EXPIRES 09/30/0( f Drown by: D. W Checked by: R.H.C Recommended: 541 SEAWARD ROAD PREPARED BY: DRA WfNG NUMBER i--------t----i-----1r-----------+---+---------------------lAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TFS /8()g0 B[A()/ Bl. W. SIJ/1[ /2 f//JNTINCT(J{ BEA/JI, CA 92618 P//{J/[ (711} 818-0566 00-1269 1 -----t---t---t-------------+---+--------------------1 EXPIRES ON : 12/31/01 Sewer Plans: SHEET NUMBER 24967 FAX: (711} 818-6322 152. 6 ---~SEA WARD-RD.-;;,-1---7 'I::.. '?' '?' 152.30 FL ---···--··· 3 RELOCATE EXISTING LIGHT TREES I I CONC. \ GPROTECT EXISTING I SIDEWALK IN PLACE 1152.15 F Fl I \ 544 I EAVE \ I I SCALE: 1 "=10' \ 153, 4 \~ I (fl I \ I I \ I I \ ~ROfEss, ,:J-'<.,"> ~\l. D Ii_ /;; <i;-" ~-c_; -< w No. 21005 ~ IRES CIVIL OF CAL\£ EST/MA TED COSTS CONSTRUCTION NOTES ESTMA7ED OUANTTTES (j) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 416 S.F. ASPHALTIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA 'its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 95 LF. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 30 S.F. ® OF 3" A.C. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE /II P~R 386 S.F. CITY STD-164-L, X=2.5' (MODIFIED PER SHEET 2 CASE I @ CONSTRUCT CURB AND GUTTER PER SECTION 30 L.F. A-A SHEET 2 S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE SEWER CLEANOUT --w--WATER LINE sea --[-ELECTRICAL LINE t-----r----r--R--rE_V._l_S_I_O_N_s _____ ,----+----R_E_F_E_R_E_N_C_E_S ______ -JPrepare: un~AL, $ /;/o/ DA TE DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.C.E. No. 21005 EXPIRES 09/30/01 QTY OF NEWPORT BEACH 544 SEAWARD ROAD Drawn by. D. W. Checked by. R.H.C Utility Plans: Recommended: PR£PARW BY: t-----j----jt-----t-----------+---+---------------------.JAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 ORA WTNG NUMBER JONES, CAHL & ASSOC/A 1£S 00-1269 /&')90 /EA()/ !J.IV. :)j/T[ 12 t-----t------t--+----------+-----f------------------_j EXPIRES ON : 12/31/01 Sewer Plans: 24967 HIJNTII/Cl(}/ BEA(}/, CA 92.i/8 Pf/(j/[: (l/1) 848_0566 SHEE:T NUMBER FAX. (111) 818-6322 _J3.__ OF -4.1_ , ____ _ SEAWARD RD. TREES I EAVE I 548 \ e--',z.~ I I SCALE: 1''=10' \ REVISIONS REFERENCES DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: ---=---- \ "' I \ \ \ \ \ \ \\ \ l(OFESs \ \ \ "~RD ff, C' <,:, ~ '? ~ ~ ~ No. 21005 • -tc ES!l-.'4rl.m /Vil OFCAL\f E:ST7MA TED COSTS CONSTRUCTION NOTES ESTIMTED OUANTTTES (j) DEMO EXISnNG CURB & GUTTER, DRIVE APPROACH 185 S.F. ASPHAL nc CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PLA fE:S, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Cl) SAWCUT 73 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECnON 32 S.F. ® OF 3" A.C. OVER 4" A.B. CONSIIWCT RESIDENnAL DRll'E'WAY APPROACH T'fPE iii PER 153 S.F. CITY STD-164-L, X=2.5' (MOD/RED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECnON 32 L.F. A-A SHEET 2 -S.F. (!)REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALvf.' --s--SEWER LINE HP HIGH POINT --G--GAS LINE SEWER CLEANOUT --w--WATER LINE sco --£-ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: CITY OF NEWPORT BEACH ~E.~,I i~RES 09~~; /IJJ Drown by: D. W. Checked by: R.H.C Recommended: 548 SEAWARD ROAD PREPARED BY: ORA WfNG NUMBER t------j----t---11-----------+---+--------------------JAPPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TES 00-J 269 18090 [J[A(J/ Pi. IV. SIJ/1[ 12 i-----t-----t-----j------------+----1--------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 1//JNTIIICT(J{ BEA/JI, CA 92618 SHEET NUMBER Pf//J/[: (114) 848-o566 FAX: (714) 848-6322 _9_ OF _.H • I EAVE \ I 549 BRUSH -- V> I 0-, ,,{ --154. 5 ~ ~~:---=--t---"t;- SCALE: 1"=10' I REVISIONS REFERENCES DATE OWN. BY NO. DESCRIPllON APPR. BY Standard Plans: Utility Plans: Sewer Plans: FS OfESs \l.D If. 0. 2100 ES9- c1v1L F CALII' R.C .. Drown by: Checked by: Recommended: - \ \ D.W. R.H.C ES77MA TED COSTS CONSTRUCTION NOTES ESTMATED OUANT17ES CD DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 143 S.F. ASPHALTIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLArEs, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 50 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECTION 16 S.F. OF 3" A.C. OVER 4" A.8. @) CONSTRUCT RESIDENTIAL DRllf'WAY APPROACH TYPE Ill P~R 128 S.F. CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE I @CONSTRUCT CURB AND GUTTER PER SECTION 16 L.F. A-A SHEET 2 S.F. (j)REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s--SEWER LINE HP HIGH POINT --G--GAS LINE SEWER CLEANOUT --w--WATER LINE sco --E-ELECTRICAL LINE Date: CITY OF NEWPORT BEACH .!iJ /1 t)/ 549 SEAWARD ROAD PREPARED BY: DRAv.fNG NUMBER APPROVED : BILL PATAPOFF, P.E. JONES, CAHL & ASSOC/A TES 00-1269 lfl!90 8EA(Jf B/JfJ. :)JJT[ 12 R.C.E. NO. :24967 EXPIRES ON : 12/31 /01 HIJIITINCT(J{ BEAil/ C4 92648 Pl/(J/[; (11~ 848-o565 SHEET NUMBER . No. 24967 FAX (114 848-6322 ...1Q_ OF _i/:,4._ SCALE: 1'' = O' ,REES I I I \ I I \ I I \ I --t::~- 1 ----x L-------- ------.-----ij _______ RAIN ---__ +- ----~-'---[___J CONC. ------- --· ---·-· -· \ <f' \ _____ _ ~--- 564 U11Li1Y BOX ------ 164.16 FL <I) EST/MA TED COSTS CONSTRUCTION NOTES ESTIMATBJ OIJANTTTES (j) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 580 S.F. ASPHAL TIC CONCRETE. ANO ANY OBSTRUCTIONS ® SUCH AS STffL PLA its, CONCRETE COVEREO PIPES. PROTECT IN PLACE -EACH (D SAWCUT 100 L.F. 0 PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 28 S.F. OF J" A. C. OVER 4" A.8. ® CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill A~il 499 S.F. CITY STD-164-L,-X=2.5' (MODIFIED PER SHEET 2 CASE I @ CONSTRUCT CURB AND GUTTER PER SECTION 28 L.F. A-A SHffT 2 -S.F. 0R£PLAC£ BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE ~ WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE SEWER CLEANOUT --w--WATER LINE sco --[-ELECTRICAL LINE i---------,--------.--R--,E_V:_I_S_I_O_N_S _____ ~---1-------R_E_F_E_R_E_N_C_E_S ______ __J Prepare; un11Jm~ $ /;;/;; DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: RJ:1./~ EXPIRES 09}iO/f)1 CITY OF NEWPORT BEACH 564 SEAWARD ROAD Drown by: O. W. Checked by: R.H. C Utility Plans: Recommended: r-------t----r-----t-----------+---+----------------------1 APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 r---------i------t-------11-------------+------+------------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOC/A TES 18090 BEAC/1 El_ lfJ. SIJITE 12 11/JNIWCTIJI 8£ACH, C-4 92618 P//0/f, (111) 818-0566 FAX: (711) 848-6322 ORA WING NUMBER 00-1269 SHEET NUMBER __ll_ OF _.5:± NC. ---- 190, 5 (/) w w f'= I I I l_ 604 MATCH ···--···--···--·· . --... --... REVISIONS REFERENCES DATE DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: SCALE: 1"=10' Drawn by: 0. W. Checked by: R.H. C Recommended: EST/MA TE!D COSTS CONSTRUCTION NOTE!S E81M4TED OUANTTTES (j) DEMO EXISnNG CURB & GUTTER, DRIVE APPROACH 79 S.F. ASPHAL nc CONCRETE AND ANY OBSTRUCnONS ® SUCH AS STEEL PLA fES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH (D SAWCUT 38 L.F. © PATCH WITH ASPHAL nc CONCRETE MINIMUM SECTION 15 S.F. ® OF 3" A.C. OVER 4" A.B. CONSTRUCT RESIDENTIAL ORII-FWA Y APPROACH TYPE Ill PER 35 S.F. CITY STV-164-L, X;2.5' (MODIFIED PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER PER SECnON 15 L.F. A-A SHEET 2 -S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWUNE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VAL VE --s-SEWER LINE HP HIGH POINT --G-GAS LINE SEWER CLEANOUT --w--WATER LINE sco --E-ELECTRICAL LINE CITY OF NEWPORT BEACH 604 SEAWARD ROAD PREPARED BY: ORA tMNG NUMBER r--,------t----t---r----------+---+----------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TES 1809D /£AC/I fl.If)_ !l}/1[ 12 f/JJNTHiCT(J{ BrAI)/, CA 926(8 Pf/{J/[; (114) 848-0566 00-1269 t-----+---t---t------------+---+----------------------1 EXPIRES ON : 12/31/01 Sewer Plans: 24967 (Al: (114) 848-6322 SHEE:'T NUMBER ..12_ OF _-1± --··--·------------- MATCH EXtSnNG / AT GARA456 EAVE J I I SCALE: 1''=10' EST/MA TEO COSTS CONSTRUCTION NOTES ESTNATED OUANTTTES (D DEMO EX!SnNG CURB & GUTTER, DRIVE APPROACH 288 S.F. ASPHAL nc CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PLA fES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 77 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECnON 28 S.F. ® OF J" A.C. OVER 4" A.8. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH T'fPE Ill PER 260 S.F. CITY STD-164-L, X=2.5' {MOD/RED PER SHEET 2 CASE II) @CONSTRUCT CURB AND GUTTER PER SECnON 28 L.F. A-A SHffT 2 -S.F. ®REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE flM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s--SEWER LINE HP HIGH POINT --G-GAS LINE --w--WATER LINE sco SEWER CLEANOUT --E-ELECTRICAL LINE i------r---.--R--.£_v._1_s_1_o_N_s _____ ~---+------R_£_F_£_R_£_N_C_£_s ______ .JPrepar~AL ~-)!~}di R.C.E. No. 21005 EXPIRES 09/30/011 CITY OF NEWPORT BEACH 456 MENDOZA TERRACE DATE OWN. BY NO. DESCRIPllON APPR. BY Standard Plans: Drawn by: D. W. Checked by: R.H.C Utility Plans: Recommended: f------+----f------i------------+-----l---------------------_JAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 t-----i----t---f-------------+----+----------------------1 EXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOCIATES 18090 B[A(J/ 8/. lfJ. S/J/1[ 12 f//JNTI/ICT(JI BEA/11, CA 92618 Pl/(J/[: (714) 818-0566 FAX: (714) 848-6322 DRAWING NUMBER 00-1269 SHEET NUMBER .J...,l_ OF _±1._ "'--2'.r .C:--G?;;i( SCALE: 1 "=1 O' 420 \ EBTIMA TED COSTS CONSTRUCTION NOTES ESTMATED OUANTTTES CD DEMO EXISTING CURB & GUTTER. DRIVE APPROACH 311 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 77 L.F. (j) PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 22 S.F. ® OF 3" A.C. OVER 4• A.8. CONSTRUCT RESIDENTIAL DRllifWAY APPROACH TYPE Ill PER 288 S.F. ®CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE I) 22 CONSTRUCT CURB AND GUTTER PER SECTION L.F. A-A SHEET 2 S.F. (!)REPLACE BRICK OR BRICK RIBBON IN KINO - LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE sea SEWER CLEANOUT --w--WATER LINE --[-ELECTRICAL LINE r-:-::=--~-:-:---::---.----:-R--,£r-V._,_s_, o_N_s _____ -.----+----R_E_F"_E_R_E_N_C_E_s ______ JPrepared u~RL 5 ;,:%~ DATE DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.C.£. No. 21005 EXPIRES 09/30/01 CITY OF NEWPORT BEACH 420 MENDOZA TERRACE Drown by: 0.11' Checked by: R.H.C Utility Plans: Recommended: PRePARED BY: i-------t----t------j-----------+----1---------------------JAPPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 DRAWING NUMBER JONES, CAHL & ASSOCIATES 00-1269 18090 fFA(J/ 81.rfJ. :1///[ 12 ___ 1 ___ 1 _----j-------------f---+--------------------1 EXPIRES ON : 12/31/01 Sewer Plans: 24967 Hi/Nl/NCT0/1 BEAil/, CA 92648 SHffT NUM8£:R Pf/OIi[: (7U} 848-1)$6 FAX (71.f} 848-5322 _14_ OF ~ DATE /ADJUST EXISTING (VAULTS TO GRADE / , , , / , , ,' WALL / AVE REVISIONS OWN. BY NO. DESCRIPTION REFERENCES APPR. BY Standard Plans: Utility Plans: Sewer Plans: C.i cf (j I I SCALE: 1''=10' l(OFEss, RD fl • C' ~ "' r---0. 21005 ~ • RES ;;; Cty1L F CAUt Drawn by: D.W. Checked by: R.H.C Recommended: EST/MA TED COSTS CONSTRUCTION NOTES ES71.IA1ED OUANTTTES (j) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 137 S.F. ASPHAL TIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA fES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 61 LF. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 24 S.F. ® OF J" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH T'fPE Ill PER 113 S.F. CITY STD-164-L, X=2.5' (MODIFIED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECTION 24 L.F. A-A SHEET 2 6 S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECmlC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB mAFFIC SIGNAL PULLBOX l•L FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE CV GAS VAL\,£' --s-SEWER LINE HP HIGH POINT --G--GAS LINE SEWER CLEANOUT --w--WATER LINE sco --E--ELECmlCAL LINE CITY OF NEWPORT BEACH Pl 400 DE SOLA TERRACE PREPARED BY: ORA WING NUMBER APPROVED : BILL PATAPOFF, P.E. JONES, CAHL & ASSOC/A TES 00-1269 /8{Jg0 BEACH f.iJfJ. 9//TE 12 R.C.E. NO. : 24967 EXPIRES ON : 12/31 /01 HIJNTINCT(JI BEACH, CA 926#1 PHONE: (711} 8#J-lf.J66 SHEET NUMBER 24967 FAX: (711) 8#1-6122 _15__ OF _H i. 163,5 0 z 0 u I I \ I I \ I \ I I \ I I 536 0 ---- --------~~ 160.73 FS I I I I --- ---ZS-~~ SCALE: 1"=10' I\OFES I\D /2'. o. 2100 ES C'/VJL 'CAUi' ESTIMATED COSTS CONSTRUCTION NOTES ESTMATED 0/JANTTTES CJ) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 205 S.F. ASPHAL TIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA rEs, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH <1) SAWCUT 64 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 26 S.F. OF J" A.C. OVER 4" A.B. @CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 179 S.F. CITY STD-164-L, X:2.5' {MOD/RED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECTION 26 L.F. A-A SHEET 2 5 S.F. (z)REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VAL VE --s--SEWER LINE HP HIGH POINT --G--GAS LINE SEWER CLEANOUT --w--WATER LINE sco --E--ELECTRICAL LINE i----:----r----r--R--rE_V._'f_S_I_O_N_s _____ --,---+------R_E_F_E_R_E_N_C_E_s ______ JPrepared untr ~AL fi/11 OJ DATE DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.CE No. 21005 EXPIRES 09/30/01 Ii CITY OF NEWPORT BEACH 536 Drown by. D. W. Checked by: R.H.C DE ANZA DRIVE Utility Plans: Recommended: PREPARED BY-: r-----;----r----j-----------+---+---------------------1APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 ORA .WNG NUMBER JONES, CAHL & ASSOCIATES 00-1269 18090 B[A(){ 81.10. $//[ 12 r-----t------t---t-----------+-----1-------------------IEXPIRES ON : 12/31/01 Sewer Plans: 24967 f/lJNlll/CT0/1 BEA/11, CA 92618 Pl/()//[ (714) 848-0:)66 SHEET NUMBER {AX: (714) 8{8-6J22 ...16_ OF _H i. .. 150.88 FL 151.40 FL :::::::----=::: ... .. -··· -CONc. ·- DATE --------- 152.08 FS v--.......s!:==---~v 7 152.63 FS ,' ___ ,__--- '~s-<?6' --------------,- ~~ I SAWCUT MATCH £ 1snNG ,--++-- ' I I I I I I I ~////////// MS$ .,7 fFi h$5 42 EE I 524 I I z:::s :z: SCALE: 1"=10' OFESSt RD I-/ • C' '? s 0. 2100 ;:'; ES I; C/ViL FCALl'i REVISIONS REFERENCES DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Drown by: D. W. Checked by: R.H. C Utility Plans: Recommended: EST/MA TED COSTS CONSTRUCTION NOTES ESTIMATED OUANTTTES (}) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 177 S.F. ASPHAL TIC CONCRETE. ANO ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH 0 SAWCUT 56 L.F. © PATCH WITH ASPHALTIC CONCRETE MINIMUM SECTION 21 5.F. ® OF J" A.G. OVER 4' A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 156 S.F. CITY STD-164-L, X=2.5' {MOD/RED PER SHEET 2 CASE I) @ CONSTRUCT CURB ANO GUTTER PER SECTION 21 L.F. A-A SHEET 2 J S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TE:LEMH TE:LEPHONE MANHOLE EPB ELECTRIC PULLBOX TE:LEPB TE:LEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWL!NE VR VENT RISER FS FINISHED SURFACE 141,/ WA TE:R METE:R GM GAS METE:R WV WA TER VAL \.£ GV GAS VAL\.£ --s-SEWER LINE HP HIGH POINT --G--GAS LINE SEWER CLEANOUT --w-WATER LINE sea --E-ELECTRICAL LINE CITY OF NEWPORT BEACH 524 DE ANZA DRIVE PREPARED BY: ORA WfNG NUMBER r-----i-------1r----t-----------+---+---------------------I APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/Al£S 18090 BEACH Bl. fil S/JITE 12 11/JNTWCT(J{ BEACH, CA 92648 Pl/{)/[; (111} 848-0565 00-1269 EXPIRES ON: 12/31/01 Dk ~~ r---t---1---t----------+----+-Se_w_er_P_lo_n_s: _____________ ___j !..tL.!..JJ!(cO~m!-c:Jl'..l,ill,U.C\~~ll=+'---=------ CITY ENGINEER f C. . o. 24967 FAX: (111) 848-6322 SHEET NUMBER J.]__ OF ...4.4... TREES 428 EA E I SCALE: 1"=10' I I \ REVISIONS REFERENCES DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: OFEss, RD It . (' ~ "' C"' -0. 21005 ;:'; S9-I;; CIVIL F GALI~ ESTIMATED COSTS CONSTRUCTION NOTES ESTNATED OUANTTTES (D DEMO EXtSnNG CURB & GUTTER, DRIVE APPROACH 541 S.F. ASPHAL nc CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 101 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM S[CnON 25 S.F. ® OF J" A.C. OVER 4• A.B. CONSTRUCT R£SIO£NnAL DRIVEWAY APPROACH TYPE Ill P.5R 516 S.F. CITY STD-164-L, X=2.5' (MOOIAED PER SHEET 2 CASE I @CONSTRUCT CURB AND GUTTER PER SEcnoN 25 L.F. A-A SHEET 2 -S.F. (z) REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIR£ HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWL!NE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALi-£ GV GAS VALi-£ --s-SEWER LIN£ HP HIGH POINT --G-GAS LIN£ SEWER CLEANOUT --w--WATER LINE sco --E-ELECTRICAL UN[ Prepared under supervision of R.H. GAHL Date: CITY OF NEWPORT BEACH (, ~11.,I-, s-/11 lov R.C.£ No. 21005 EXPIRES 09/.30/0I Drown by: D. W. Checked by: R.H. C Recommended: 428 CABRILLO TERRACE PR£PARED BY.· ORA WING NUMBER r----+-----'r---!-----------+---+---------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOCIATES 00-1269 18090 !J[A(J/ fJ. W. !JJ/1[ 12 1-------t----t---t------------+---+----------------------" EXPIRES ON : 12/31/01 Sewer Plans: 24967 11/JNT!I/Cl(l/ !J[A(J{, C4 92648 SH£IT NUMB£R Pfl(J/[ (111) 818-/li65 FAX: (711) 818-6]22 ...1.8.... OF ...±1:_ \ DATE \ \ \ \ \ \ \ \ \ 1:-~'"\:, MA TCH EXISTING AT GARAGE OWN. BY E{lftlNCf!, ',I~ 11'\:- "~\,\, l'oct,1:-I' l''--r,c 2 .,.0 -- 'H EXISTING £Es VAGE ANO REPLAC ...--:::: TING FLAGSTONE QNS• JOIN• R NE\/JR ------R I L l ' ----------, SAIH --~AA,~, REVISIONS REFERENCES NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: SCALE: 1"=10' EST1MA TED COSTS CONBTRUCT10N NOTES ESTMA7ED OUANTTTES (}) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 714 S.F. ASPHALTIC CONCRETE. ANO ANY OBSTRUCTIONS ® SUCH AS STEEL PLA lt'S, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 116 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 30 S.F. ® OF 3• A.C. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH T'fPE Ill PER 121 S.F. CITY STD-164-L, X:2.5' (MODIAED PER SHEET 2 CASE II} @ CONSTRUCT CURB ANO GUTTER PER SECTION 30 l.F. A-A SHEET 2 563 S.F. 0SALVAGE AND REPLACE All FLAGSTONE LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE W1vl WATER METER GM GAS METER WV WATER VALVE GV GAS VAL ii[' --s--SEWER LINE HP HIGH POINT --G--GAS LINE sea SEWER CLEANOUT --w--WATER LINE --E-ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: ( ~;/J_~ 5 );; /()/ CITY OF NEWPORT BEACH R.C.E. No. 21005 EXPIRES 09/30/011 Drown by. O. W. Checked by. R.H. C Recommended: 421 CABRILLO TERRACE PREPARED BY.: ORA WING NUMBER t----+---r------1-----------+---+--------------------_J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOCIATES 00-1269 18090 BEACH 8/.'lfJ. $/1[ 12 ,----t----t----t-----------+-----11------------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 111/NTUICT(J{ BEA()/, CA 92648 SHE<T NUMBffi Pfl/J/E. (111) 848-()566 FA!: (111) 848-6322 ...19_ OF -4:..1._ 1-----) ) ff SCALE: 1''=10' 'DRAIN I I I I I I SWALE 1138.8□ EEi 420 --._ . ..,, .. , -- T ·-... ----------.. ~RD H. C' <:j -?o/ ;:; < u., o. 21005 "" IRES9-30-~ CIVIi.. caFcA EST/MA TED COSTS CONSTRUCTION NOTES ESTIMATED OOANTTTES (J) DEMO EXISnNG CURB & GUTTER, DRIVE APPROACH 102 S.F. ASPHAL nc CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PLA rrs, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 51 L.F. © PATCH WITH ASPHALTIC CONCRETE MINIMUM SECnON 22 S.F. ® OF 3" A.G. OVER 4" A.8. CONSTRUCT RESIDENTIAL DRlli"WAY APPROACH TYPE Ill PER 80 S.F. CITY STD-164-L, X=2.5' (MOO/RED PER SHEET 2 CASE I} @ CONSTRUCT CURB AND GUTTER PER SECTION 22 L.F. A-A SHEET 2 -S.F. (!)REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT FLOWL/NE FL TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VALVE HP HIGH POINT sco SEWER CLEANOUT WV WATER VALVE --s-SEWER LINE --G-GAS LINE --w--WATER LINE --[-ELECTRICAL LINE 1----r---.--R----,£_v:_,_s_1_o_N_s _____ .----l-----R-£_F_£_R_£_N_C_£_s ______ _JPrepared under~ ;;;/cl DATE DWN. BY NO. DESCR\PllON APPR. BY Standard Plans: R.C.E. No. 21005 EXPIRES 09/30/011 CITY OF NEWPORT BEACH 420 SERRA DRIVE Drown by: O. W. Checked by: R.H.C Utility Plans: Recommended: i------+---t----,J-------------+----+--------------------...JAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 J-----+---t---t------------+----+---------------------1 EXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOC/A TES l!'iJ90 BEA/JI El. lfJ. 9J/1E 12 IKJNT/NCT(J{ BEA/JI, CA 92648 P/l(J(: (114) 848-0566 !AX: (114) 848-6322 DRAWING NUMBER 00-1269 SHEET NUMBER 2Q_ OF ....14._ --=-----= ------- 139.22 FL MA TCH EXISTING ----· ------·· --------- _.----------- ----- EAVE RED CONC 1140 ,so FFI 416 -8 -c;__ SERRA OR- I V, / ----- I I I N I 0 I I I SCALE: 1"=10' E=STIMA TE:D COSTS CONSTRUCTION NOTES ESTIMATED OIJANTITES (}) DEMO EXISTING CURB &-GUTTER, DRIVE APPROACH 125 S.F. ASPHAL TIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLATES. CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH (}) SAWCUT 52 L.F. © PATCH WI TH ASPHAL TIC CONCRETE MINIMUM SECTION 21 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRl\,TWAY APPROACH TYPE Ill PER 704 S.F. CITY SID-164-L. X=2.5' {MODIFIED PER SHEET 2 CASE I} @CONSTRUCT CURB ANO GUTTER PER SECTION 21 L.F. A-A SHEET 2 -S.F. (])REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE SEWER CLEANOUT --w--WATER LINE sea --E--ELECTRICAL LINE 1----,---,--R--,E_~_,_s_1_o_N_s _____ --,----+----R_E_F_E_R_E_N_C_E_s ______ --1Prepared u nd er~ €'fa~ /oJ R.C.E. No. 21005 EXPIRES 09/30/01 CITY OF NEWPORT BEACH 416 SERRA DRIVE DATE OWN. BY NO. OESCRIPllON APPR. BY Standard Plans: Drown by: D. W. Checked by: R.H.C Utility Plans: Recommended: f----+---,f----t------------1-----1----------------------IAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 t------t----t-----i-----------+-----1---------------------J EXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOC/A lES l&JffO B£A{J{ fJ. ',fJ, S/JI/E 12 I/IJNT!NCT/JI BEA/11, CA 926!8 Pl/(}/[; (111) 8/8-0566 [AX: (114) 848-6122 DRAWING NUMBER 00-1269 SHEET NUMBER .2L OF _H --- SAWC T & MA TCH EXISTING 400 r--···--···-- I I I 11 ------- TREES 0 ES77MA TEJO COSTS CONSTRUC770N NOTEJS ESTNATED OUANTTTES (j) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 116 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA fES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 56 L.F. © PATCH WIT/I ASPHAL TIC CONCRETE MINIMUM SECTION 24 S.F. OF 3" A.C. OVER 4" A.8. @ CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 92 S.F. CITY ST0-164-L, X=2.5' (MODIFIED PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER PER SECTION 24 L.F. A-A SHEET 2 -S.F. <l)REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE 11,1,( WATER METER GM GAS METER WV WATER VALVE GV GAS VAL VE --s--SEWER LINE HP HIGH POINT --G--GAS LINE --w--WATER LINE sco SEWER CLEANOUT --£-ELECTRICAL LINE f-----r----.--R-.E_v:_1_s_1_o_N_s _____ -,-----+----R_E_F_E_R_E_N_C_E_s ______ _jPrepared under s~/t_g_ t:J;; )~! CITY OF NEWPORT BEACH 400 SERRA DRIVE DATIE D\\N. BY NO. DESCRIPTION APPR. BY Standard Plans: R. C.£ No. 21005 EXPIRES 09/30/01 Drown by: D. W. Checked by: R.H. C Utility Plans: Recommended: 1-----+----1---+-----------+-----1---------------------...lAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 f----+---f-----i-----------+---.J.----------------------lEXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOC/A T£S 1/lJ!J/J BEACH fJ.'tV. 9Jll[ 12 I/IJ//1/NCTCII BEAi)/, Of 92618 PIICIIE: (111) 818-0566 FAX: (111} 818-6322 DRA WfNG NUMBER 00-1269 SHEE:T NUMBER 23._ OF ....4..1.. I I I I I I -------- 425 u z 0 .. - .. ---.. --... --... --... --••• --... ?' ASPH. ~ <.!)V, SCALE: 1 "=1 o· BRUSH u z 0 0 \lOfESSt RD /-f • C' '? s o. 2100 ;;;'; ES9-f;; c,v,L F CALI~ ADJUST EXISTIN' UT/l/TY VAUL75 TO GRADE ;J!ffAMIC EST/MA TED COSTS CONSTRUCTION NOTES ESTMATED OUAN11TES (!) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 222 S.F. ASPHAL TIC CONCRETE. ANO ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 69 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 14 S.F. ® OF J" A.C. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 208 S.F. arr STD-164-l, X=2.5' (MOD/RED PER SHEET 2 CASE I} @ CONSTRUCT CURB AND GUTTER PER SECTION 14 L.F. A-A SHEET 2 13 S.F. (z) REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TS.PB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALi,£ --s-SEWER LINE HP HIGH POINT --G-GAS LINE --w--WATER LINE sco SEWER CLEANOUT --£-ELECTRICAL LINE 1-----.---.----R--,E_v._1_s_1_o_N_s _____ .--------+----R-E_F_E_R_E_N_C_E_S ______ _JPrepored u nd e: ~ 1J;i/~ I R.C.E. No. 21005 EXPIRES 09/30/011 CITY OF NEWPORT BEACH 425 \ 427 MORNING CANYON DATE DWN. BY NO. DESCRIP110N APPR. BY Standard Plans: Drawn by: 0. W. Checked by: R.H.C Utility Plans: Recommended: t------t----t-----,-----------+---+---------------------IAPPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 l----+----+--+----------+-----1--------------------lEXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOC/A 1£S 1/fJ!JO fJEA()/ (J.'lf}_ S/J/1[ 12 HIIIITWCTCI/ BEA{J/, C4 92618 Pl/IN: (111) 848--()566 FAX: (114) 848-6322 ORA WTNG NUMBER 00-1269 SHEET NUMBER 2±..0F..H ----------------------- ASPH. MORNING CAN I I I 125.70 FL ----12.5 0 ~ 3 ----------------~ (j 432 <o·0 126.14 FS , '-'V ?' ~Ge, MATCH EXISTING ()0 <i:,· \> \:'V 112528 EEi 726.04 FL SCALE: 1 "=1 O' EST/MA TED COSTS CONSTRUCTION NOTES ESTIMATED 0/JANTTTES (]) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 588 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 111 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 20 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRll-f"WAY APPROACH TYPE Ill PER 568 S.F. ®CITY STD-164-L, X=2.5' (MODIFIED PER SHEET 2 CASE I) 20 L.F. CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 S.F. (!) REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE ~ WATER METER GM GAS METER WV WATER VALVE CV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE --w--WATER LINE sea SEWER CLEANOUT --E-ELECTRICAL LINE REVISIONS REFERENCES Prepared und~ofR.H. GAHL Date: i--:--::::---.---.-----r--------,----+----------------l \ ~,J.,L-5/11 /01 CITY OF NEWPORT BEACH 432 MORNING CANYON DA TE DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.C.E. No. 27005 EXPIRES 09/30/01 Drown by. D. w. Checked by. R.H.C Utility Plans: Recommended: !----+---1---t-----------+---+--------------------J APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 '-----+-----+--+----------+-------+-=::.::__:__:_:::::::_ ______________ _j EXPIRES ON : 12/31/01 , / , \ ~ Ji.~:t,~=-;j_ ~..__..., 1 Sewer Plans: \....).._) A ..... 24967 PREPARED BY: JONES, CAHL & ASSOC/A T[S 18090 BEACH 8/JfJ. SUI/£ 12 HIJNTINCTON BEACH, CA 92618 Pl/{W[ (114) 848-0:.66 FAX: (714} 818-6322 ORA WING NUMBER 00-1269 SHEET NUMBER 25.._ OF~ BRUSH 112908 EEi 436 REVISIONS REFERENCES DATE DWN. BY NO. DESCRIPTION APPR. BY Stondard Plans: Utility Plans: 128.71 FL ~ f4DJUST EXISllNG unuTY\ VAULTS TO GRADE J 129.14 S ESTIMATED COSTS CONSTRUCTION NOTES &TNATED SCALE: 1"=10' ROFEss ~RD ft ,c.; • (;,, -'lo ':5-' ~ No. 21005 ..... ~ RES l'/VJL OF CALI< OUANTTTES CD DEMO EXISllNG CURB & GUTTER, DRIVE APPROACH 465 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCllONS ® SUCH AS STEEL PLA 'its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 95 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECTION 21 S.F. OF J" A. C. OVER 4" A.B. @) CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH T'fPE Ill P.~R 445 S.F. ®CITY STD-164-L, X;2.5' (MODIFIED PER SHEET 2 CASE I CONSTRUCT CURB AND GUTTER PER SECllON 21 L.F. A-A SHEET 2 S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CA.PB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE w.\{ WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE --w--WATER LINE sco SEWER CLEANOUT --[-ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: C ~AM~ S/Jf/01 CITY OF NEWPORT BEACH R.C.E. No. 21005 EXPIRES 09/30/m Drawn by: D. W. Checked by: R.H.C Recommended: 436 MORNING CANYON PR£PARED BY: DRAWING NUMBER i-------t----t----j-----------+---+----------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 t----+---+--+-----------1-----1-------------------1 EXPIRES ON : 12/31/01 JONES, CAHL & ASSOC/A TES /IJ()gO BEA/JI fl. VO. 5/JITE 12 11/JNT/NCT(J/ !FACH, wl 926(8 PilOI/£: (111) 848-0565 00-1269 SHEET NUMBER Sewer Plans: 24967 FAY: (714) 818-6322 ..26._ OF ....4.4._ DATE I If) ::, (>' m DWN. BY 133.97 FL CONC. REVISIONS NO. DESCRIPTION 456 REFERENCES APPR. BY Standard Plans: Utility Plans: , I I oFEss1 \l.O I/ . (' . 1' s 0. 21 ~ ES9-..111-1Y1!; /Vil OF CAL\'iO,.: Drown by. D. II'. Checked by. R.H. C Recommended: ESTIMATED COSTS CONSTRUCTION NOTES E81M4TED OUANTrrES Q) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 79 S.F. ASPHALTIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 38 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 14 S.F. ® OF J" AC. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH T'fPE Ill PER 65 S.F. CITY STD-164-L, X=2.5' (MOD/RED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECTION 14 L.F. A-A SHEET 2 -S.F. ®REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALll!c --s-SEWER LINE HP HIGH POINT --G-GAS LINE --w--WATER LINE sea SEWER CLEANOUT --E-ELECTRICAL LINE CITY OF NEWPORT BEACH 456 MORNING CANYON PREPARED Br,, ORA M1NG NI.JMI/JIER i------;----i-----t------------;----+----------------------1APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL &-ASSOC/A TES 18090 B[A(Jf fJ. JO. :1)/T[ 12 IHJNllNCT[J/ BEAi)/, C4 92618 fH{J/[: (711} 848-0566 00-1269 f-----+---+---f-------------+----1----------------------'EXPIRES ON : 12/31/01 Sewer Plans: SHEET NUMBER 24967 FAX (714} 818-6322 ..n._ OF--11_ --- EAVE n31.21 Ffl h31.30 EEi 465 / ' BEAWARDRD- ---------- / u z 0 u -- ··--. ···-···- ------------ TREES SCALE: 1''=10' EST/MA TED COSTS CONSTRUCTION NOTES ESTMA7ED 0/JANTTTES (I) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 323 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 87 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECTION 37 S.F. ® OF 3" A.C. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVfWAY APPROACH TYPE Ill PER 286 S.F. CITY STD-164-L, x~2.s· {MODIFIED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECTION 37 L.F. A-A SHEET 2 -S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LIN£ --w--WATER LINE sea SEWER CLEANOUT --£-ELECTRICAL UN£ i------,----,--R--,E_V._1_s_1_o_N_s _____ -.------+-----R_E_F_E_R_E_N_C_E_s ______ ..JPrepared u nd ·~ lJ;~ 0 / DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.C.E. No. 21005 EXPIRES 09/30/01 1/i CITY OF NEWPORT BEACH 465 SEAWARD ROAD Drawn by: D. W. Checked by: R.H.C Utility Plans: Recommended: f-----t----f-----,,------------+---+---------------------..J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 EXPIRES ON : 12/31/01 ('I~ f----+------+--+----------+-----+--'S-'-ew__:•__:r_P__:la__:ns:::.: ______________ _j ,.,U"-'.J-"ru'"""-rnLI.....,,==-----<.!$"-P<l'---------- CITY ENGINEE C .. Na. 24967 PREPARED BY: JONE~ CAHL & ASSOC/A TES 18090 BEACH 8/JfJ. :1111£ 12 11/JNTH/CT(J/ [J[A!JI, CA 926#1 fH(J{[; (114) 8#1-0565 FAX: (114) 848-6321 ORA 'MNG NUNBER 00-1269 I SHEIT NUMBER 28._ OF~ SCALE: 1"=10' -------"'ti '\,'\,· C," \: C, '?- 449 n24 21 FFI ~11"24~2'3~- EAVE REVISIONS REFERENCES DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: CONC EPB EST/MA TED COSTS CONSTRUCTION NOTES ESTIMATED OUANTTTES CD DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 191 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA rrs, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 63 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 28 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 163 S.F. ®CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE I) 28 CONSTRUCT CURB AND GUTTER PER SECTION L.F. A-A SHEET 2 79 S.F. 0R£PLAC£ BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE [MH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TEL£PB TELEPHONE PULLBOX FH FIR£ HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALi,£ --s--SEWER LIN£ HP HIGH POINT --G--GAS LIN£ --w--WATER LINE sea SEWER CL£ANOUT --£--ELECTRICAL LIN[ Prepared under supervision of R.H. GAHL Date: ~ 5/11/01 CITY OF NEWPORT BEACH R.C.E. No. 21()()5 EXPIRES 09/30/01 ' Drown by. o. W. Checked by. R.H.C Recommended: 449 SEAWARD ROAD PREPARED BY: ORA WING NUMBER t------t----t---t-----------+----J---------------------_j APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 j----+---+--+----------+-----ii--------------------1 EXPIRES ON : 12/31/01 JONES, CAHL & ASSOCIATES 00-1269 18090 BEA/JI fl. W. :JJ/1[ 12 1/1/Nl/NCTIJI BEA/JI, C4 92648 Sewer Plans: 24967 Pf//JI[: (1/4) 848_0566 SHEET NUMBER FAX: (714) 848-6322 _29_ OF --4.4_ DATE I I I I __ _l_ 532 --------- REVISIONS 0s co 'Vo 6' 0 cos& 'Ve ·s CONST JOINT REFERENCES OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: I I I I I I I I I i ~«?~ SCALE: 1"=10' CONC -------. -- ROFEss RD ,s, • C' ',;. "' o. 21005 r z ES 9-30-0 f!} IV/L CAL\r Drawn by: D. W Checked by: R.H.C Recommended: EST/MA TED COSTS CONSTRUCTION NOTES Ei8TM47ED 0/.JANTTTES (J) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 85 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA fES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH 0 SAWCUT 40 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 16 S.F. ® OF 3" A.C. OVER 4" A.B. CONST/?UCT RESIDENTIAL DRIJ!fWAY APPROACH TYPE Ill PER 69 S.F. CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECTION 16 L.F. A-A SHEET 2 S.F. {J) REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE fW.f WATER METER GM GAS METER WV WATER VALVE GV GAS VAL \IE" --s-SEWER LINE HP HIGH POINT --G-GAS LINE sea SEWER CLEANOUT --w--WATER LINE --E-ELECTRICAL LINE R.H. GAHL Da e: 5 11 lo, EXPIRES 09/30 01 /' CITY OF NEWPORT BEACH 532 DE ANZA DRIVE PREPARED BY: ORA WING NUMBER t-----t----t-----j-----------+---+----------------------lAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TFS 18090 BEACH Bl. VD. 9J/1E 12 HIJNTINCT/JII BEA(}/, CA 92618 Pl/()//[ (714) 8/8-o566 00-1269 t------t----t-----J-----------+---+--------------------JEXPIRES ON : 12/31/01 Sewer Plans: 24967 f Al (714} 84/J-6122 SHEET NUMBER _Jj_ OF ....4.4._ -- --- 1c. ... --· 2 ---,- ' I I I I 10""' I ,c, I I I REVISIONS DATE DWN. BY NO. DESCRIPllON SCALE: 1 "= 10' r ---------_-_-__ -_,___-_ __,----- I I TREES I I I I I I I I I 557 I I REFERENCES APPR. BY Standard Plans: R.C.E. No. 21005 Drown by. D. W. Checked by. R.H.C Utility Plans: Recommended: EST/MA TED COSTS CONSTRUCTION NOTES ESTMA7ED OUANTTTES (j_) DEMO EXISllNG CURB & GUTTER, DRIVE APPROACH 466 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCllONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 93 L.F. (j) PATCH WITH ASPHALnC CONCRETE MINIMUM SECllON 22 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill P:o/R 444 S.F. CITY SID-164-L, X=2.5' (MODIAEO PER SHEET 2 CASE I @ CONSTRUCT CURB AND GUTTER PER SECllON 22 L.F. A-A SHEET 2 35 S.F. 0SALVAGE AND REPLACE BRICK RIBBON LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE SEWER CLEANOUT --w--WATER LINE sco --E-ELECTRICAL LINE Date: CITY OF NEWPORT BEACH 557 SEAWARD ROAD PREPARF:0 BY: ORA .-.JNG NUMBER l-----+----11---,--J-----------+---+-----------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOCIATES 18090 B[A{)/ EJ.rfJ. :11//[ 12 IKJNT!!ICTfJ/ BEA{)/, C4 92648 PHO/IE: (114) 848-/J$6 00-1269 t------t----t----lr-------------t----+----------------------1 EXPIRES ON : 12/31/01 Sewer Plans: 24967 FAX: (114} 848-6322 SHITT NUMBER _32_ OF -1::.1-_ \ \ \ DATE OWN. BY REVISIONS 6"CURB 192.85 FS TREES 609 REFERENCES NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: ASPH. EXISTING STAIRS ------ ~~...;_- 194.17 FL f2 "" "' O< ~ z:::s z c:- SCALE: 1''=10' y\l.OFESS/ ~\\D' If ,-.; • c:;., -;, e. 0. 2100 :z m IRES m "" 01vIL OFCAL\~ EST1MATED COSTS CONS7RUCT10N NOTES E87JIIATED OUANTIT1ES (}) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH ASPHALTIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STE.EL PLA 'its, CONCRETE. COVERED PIPES. PROTECT IN PLACE Q) SAWCUT (i) PATCH WITH ASPHAL TIC CONCRETE. MINIMUM SECTION ® OF 3" A.C. OVER 4" A.B. CONSTRUCT RESIOENTIAL DRll-£WA Y APPROACH TYPE Ill P~R CITY STD-164-L, X=2.5' (MOD/RED PER SHEET 2 CASE II @ CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 (}) REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX EMH ELECTRIC MANHOLE EPB ELECTRIC PULLBOX FH FIRE HYDRANT 'FL FLOWLINE FS FINISHED SURFACE GAS METER SMH TELEMH TELEPB TSPB VR WM WV 429 - 95 32 395 32 4 GM GV GAS VALi-£ --s- HP HIGH POINT sco SEWER CLEANOUT --G- --w-- --E- S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER WATER METER WATER VALVE SEWER LINE GAS LINE WATER LINE ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: CITY OF NEWPORT BEACH ~ !; /11 )J; R.C.£ No. 21005 EXPIRES 09/30/01 Drown by. 0. W. Checked by. R.H. C Recommended: 609 SEAWARD ROAD PREPARED B~ ORA 1+1NG NUMBER t------+----t-----i------------+-----1--------------------...JAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOCIATES 00-1269 /8{}9/) !EACH Bl. W. $/TE 12 t-----t------t-----t-------------t------,1--------------------IEXPIRES ON : 12/31/01 Sewer Plans: 24967 lflJ//T!l{Gl/JI !EACH, CA 92.ifB SHE:IT NUMBffi P/1{1{; (114) 848-()566 FAX-(114/ 848-6322 ...,13..._ OF ~ ----·--.. ·-. --------------- EAVE REVISIONS DATE DWN. BY NO. DESCRIPTION -----· --·· --·· ------------------ 196.21 FS IFF 196.261 448 I REFERENCES APPR. BY Standard Plans: SCALE: 1''=10' ROFEss, RD /t • C' ~ c, 0. 21005 ..... z AES 9-30-0 fE C'/VJL ,c-CA lit EST/MA TED COSTS CONSTRUCTION NOTES ES7M4TED OUANTTTES Q) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 109 S.F. ASPHALT/C CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH (D SAWCUT 54 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 24 S.F. ® OF 3• A.G. OVER 4" A.8. CONSTRUCT RESIDENT/AL DRIVEWAY APPROACH TYPE Ill PER 85 S.F. ®CITY STD-164-L, X=2.5' (MOD/RED PER SHEET 2 CASE I) 23 CONSTRUCT CURB AND GUTTER PER SECTION L.F. A-A SHEET 2 S.F. ([}REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX "L FLOWUNE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE --w--WATER LINE sco SEWER CLEANOUT --E--ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: -5);/r;; CITY OF NEWPORT BEACH ~AM R.C.£ No. 21005 EXPIRES 09/3D/D1 Drown by: D. W. Checked by: R.H. C 448 MENDOZA TERRACE Utility Plans: Recommended: PREPARED BY': i-----i---i------t------+--F::...:....:.::.:::__ _______ ~~~~--------l JONES, CAHL & ASSOC/A TES 1aogo BEAC/111. w. :11/1[ 12 /HJNTINCT{J/ BEACH, CA g2519 Pl/(!/{[ (714} 818-0565 t------t----t------j-----------+---+--------------------...1 APPROVED : BILL PATAPOFF, P.E. DRAWING NUMBER 00-1269 R.C.E. NO. : 24967 i----+-----t--+----------+----11----------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 !Al: (71/) 848-5322 SHE~T NUMBER _.,3A_ OF _4± I I I I I I I I I TREES I I ------~0860) 110.34 FS 110.26 FL ______ Cf_ SERRA DR ~_! ~ 110. 8 ' s 1---EAVE (108.26) FS SCALE: 1''=10' 114. : ------ OFE RD If ·c '-7 s 0. 21005 ;;; ES9-I:J /Vil CAL\f EST/MA TED COSTS CONSTRUCTION NOTES ESTIMATED OUANTITES (]) DEMO EXISnNG CURB & GUTTER, DRIVE APPROACH 379 S.F. ASPHAL nc CONCRETE. AND ANY OBSTRUCnDNS ® SUCH AS STEEL PLATES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH (D SAWCUT 87 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECnON 24 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENnAL DRllt'WA Y APPROACH TYPE iii PER 355 S.F. CITY STD-164-L, X=2.5' (MOD/RED PER SHEET 2 CASE/I} @CONSTRUCT CURB AND GUTTER PER SECnON 24 L.F. A-A SHEET 2 -S.F. (!)REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s--SEWER LIN£ HP HIGH POINT --G--GAS LIN£ SEWER CL£ANOUT --w--WATER LINE sea --[-ELECTRICAL LIN£ t------r---.---R---,-£_v:_1_s_r_o_N_s _____ -.-----+----R_£_F._£_R_£_N_C_£_s ______ _jPrepared under superv~ °;;1;1 /01 DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.C.£ No. 21D05 EXPIRES 09/30/01 CITY OF NEWPORT BEACH 4031405 SERRA DRIVE Drawn by. D. W. Checked by: R.H. C Utility Plans: Recommended: t------t----t----t-----------+---+----------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 t------t----t---i-------------t----+----------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JON[~ CAHL & ASSOC/A TES /809{} 8£ACH Bl. ffJ. :lJ/1£ 12 H/JNTINCT/JI BEACH, CA 92648 Pf/(M. (111) 848-0566 [Al: (111) 818-6122 ORA WING NUMBER 00-1269 SHEET NUMBER _.3_5__ OF _11:... EAVE SCALE: f'=10' REVISIONS DATE DWN. BY NO. DESCRIP11ON lf) uJ uJ (le \- 409 \ I I \ I I I I I I TCH XISllNG REFERENCES APPR. BY Standard Plans: Utility Plans: m "'-\s m -:n -:n )> Q -:n ' < m ROfESS/ RD // ·c,_ 11 "' • 0. 21005 ~ RES9-~ l'/VJL F CA Lit \ \ ESTIMATED COSTS CONSTRUCTION NOTES ESTM4TED OIJANTTTES CD DEMO EXISllNG CURB & GUTTER, DRIVE APPROACH 504 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCllONS ® SUCH AS STEEL PLA fES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 97 L.F. © PATCH WITH ASPHALTIC CONCRETE MINIMUM SECTION 35 S.F. OF 3" A.C. OVER 4" A.8. 0) CONSTRUCT RESIOENllAL DRIVEWAY APPROACH TYPE Ill PER 470 S.F. CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECllON 35 L.F. A-A SHEET 2 2 S.F. ®REPLACE BRICK OR BRICK RIBBON IN KING LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TEL.EPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE ml WATER METER GM GAS METER WV WATER VALVE GV GAS VAL VE --s-SEWER LINE HP HIGH POINT --G-GAS LINE sea SEWER CLEANOUT --w-WATER LINE --E-ELECTRICAL LINE Prepared under supervision of R.H. GAHL Dote: ~ S/;1/41 CITY OF NEWPORT BEACH R. C.E. No. 21005 EXPIRES 09/30/01 Drown by. D. W. Checked by. R.H.C Recommended: 409 SERRA DRIVE PREPARED BY.· DRAWING NUMBER ,----t-----jr-----t-----------+---f---------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 r------t-----t----t-----------+----1--------------------lEXPIRES ON : 12/31/01 JONES, CAHL & ASSOC/A TES 18090 fEACH Bl.IV. SIJ!lE 12 HIJNTINCTON BEACH, CA 92618 PHONE: (714) /118~ 00-1269 SHEET NUMBER Sewer Plans: 24967 FAX: (114) 848-6322 _..3_6_ OF~ ------ BRUSH DATE OWN. BY '" 409~ REVISIONS 143.85 UP 143.68 Fl I I I I I REFERENCES NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: I V) ::i [l'. CD SCALE: \',.OFESs ~RD It ,s:.; • '? -'l;- "' ~ No. 2100 ~ AES • C/VJL OFCAL\f 1''=10' ( EST/MA TED COSTS CONSTRUCTION NOTES ESTIMATfD OUANT1TES (I) OEMO EXISnNG CURB & GUTTER, DRIVE APPROACH 103 S.F. ASPHAL nc CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STE.EL PLATES, CONCRETE. COVERED PIPES. PROTECT IN PLACE -EACH Cl) SAWCUT 52 L.F. © PATCH WITH ASPHALnC CONCRETE. MINIMUM SECnON 19 S.F. ® OF 3" A.C. OVER 4" A.8. CONSmUCT RESIDENnAL DRIVEWAY APPROACH TYPE Ill PER 84 S.F. CITY STD-164-l, X=2.5' {MODIFIED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECnON 19 L.F. A-A SHEET 2 4 S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TEL.EPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE SEWER CLEANOUT --w--WATER LINE sea --E-ELECTRICAL LINE Prepared under supervision of R.H. CAHL Dote: OTY OF NEWPORT BEACH l ~ 5/t,/bf R.C.E. No. 21005 EXPIRES 09/30/01 Drown by. D. W Checked by. R.H. C Recommended: 409 CORTES CIRCLE PREPARED BY: DRAWING NUMBER i------t-----'.J----j-----------+---+----------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONE$ CAHL & ASS0C/ATfS 00-1269 18090 /EA{J/ 8/. lfJ. 91/T[ 12 t----+--~t---t------------+----+---------------------lEXPIRES ON : 12/31/01 Sewer Plans: 24967 /1/JNTINCTIJI BEA/JI, C4 926!8 Pl/{J/[; (lll) 818_0566 SHEET NUMBER FAX: (111) 848-6322 .JL OF _H 424 SCALE: .... , .... ............. (ADJUST EXISnNG unu \ VAULTS TO GRADE ,R((S REVISIONS DATE OWN. BY NO. DESCRIPllON REFERENCES APPR. BY Stondord Plans: Utility Plans: vROfESs (Y~ ~I\D If. ,..;: ,.,_'.i :::? "" Iii No. 2100 ~ IRES CIVIL OFCALl'i I I I I I I I , - I " I I I I ES17MA TED COSTS CONSTRUCTION NOTES EBTMATED OUANTTTES (]) DEMO EXISnNG CURB & GUTTER, DRIVE APPROACH 115 S.F. ASPHAL nc CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PLA7FS, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH <1) SAWCUT 54 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECnON 21 S.F. ® OF J" A.G. OVER 4" A.B. CONSTRUCT RESIDENnAL DRll-f"WAY APPROACH TYPE Ill PER 94 S.F. CITY STD-164-L, X;2.5' (MODIAEO PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECnON 21 L.F. A-A SHEET 2 -S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE flU WATER METER GM GAS METER WV WATER VALVE GV • GAS VALVE --s--SEWER LINE HP HIGH POINT --G-GAS LINE --w--WATER LINE sea SEWER CLEANOUT --E-ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: ~ 5/11/01 CITY OF NEWPORT BEACH R.C.E. No. 21005 EXPIRES 09/JO/o1 424 Drown by: D. W. Checked by: R.H.C RIVERA TERRACE Recommended: PREPARED BY: DRAWING NUMBER t----+---t----J-----------+---+----------------------lAPPROVED : BILL PATAPOFF. P.E. R.C.E. NO. : 24967 t-----t----t---f------------+---+---------------------IEXPIRES ON : 12/31/01 JONES, CAHL & ASSOC/A TES 00-1269 /8()g() B£A/1/ [J.10. :1}/l[ 12 Sewer Plans: No. 24967 1//J/11/NCT(J{ 8£A/1/, CA 92618 PH/JI[; (71/) 848-0566 SHEET NUMBER [Al {lU} 818-6322 _.3_8__ OF ~ SCALE: DATE -- 1"=10' ------ I I \ I \ I I ' REVISIONS DWN. BY NO. DESCRIPllON APPR. BY ----------------···--·· EAVE~ ~ 432 J' REFERENCES Standard Plans: Utility Plans: I I \ I I \ I I \ I I \ I I \ (/) w w n: I-- EST/MA TED COSTS CONSTRUCTION NOTES ESTM4TED OUANTTTES (D DEMO EXISTING CURB & GUTTER. DRIVE APPROACH 727 SF. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLATES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 53 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 20 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 707 S.F. CITY STD-164-L, X:2.5' {MOD/RED PER SHEET 2 CASE II) @CONSTRUCT CURB AND GUTTER PER SECTION 20 L.F. A-A SHEET 2 3.2 S.F. ([)REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE CV GAS VAL\1£' --s--SEWER LINE HP HIGH POINT --G--GAS LINE SEWER CLEANOUT --w--WATER LINE sco --E--ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: CITY OF NEWPORT BEACH '-~ ~ /,/_ 5' /11 /01 No.2f § , EXPIRES 09/30/01 Drown by. 0. W. Checked by. R.H.C Recommended: 432 CABRILLO TERRACE PREPARED BY: DRA KfNG NUMBER '-----+---,r----t-----------+---+----------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TES 00-1269 1809{) BEACH 81. W. SIJ/1£ 12 ----t-----+---+------------1-------+-------------------_JEXPIRES ON : 12/31/01 Sewer Plans: . No. 24967 I/IJNTINCT/JI BEACH, CA 926#1 PI//JI[ (l/4) B#J-0565 SHUT NUMBER [Al: (1/4) 8#1-5}22 A OF 3:..i. ASPH. DATE OWN. BY - I I I I I I -------181. 9 -- --------- BRUSH EAVE 452 0 REVISIONS REFERENCES NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: I I I I -"" u.J "' --le ,REES E:STIMA TED COSTS CONSTRUCTION NOTES ESTP.IATED OUANTTTES \ SCALE: 1"=10' 0 DEMO EXISnNG CURB & GUTTER, DRIVE APPROACH 243 SF. ASPHAL nc CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH 0 SAWCUT 74 LF. © PATCH WITH ASPHAL nc CONCRETE MINIMUM SECTION 27 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 276 S.F. CITY STD-164-L, X=2.5' {MOO/RED PER SHEET 2 CASE II) @CONSTRUCT CURB AND GUTTER PER SECTION 27 L.F. A-A SHEET 2 -5.F. ([)REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND v.oFESs CAPB CABLE PULLBOX SMH SEWER MANHOLE ~RD If. EMH ELECTRIC MANHOLE ,.,_(J • c:;,, EPB ELECTRIC PULLBOX 'l;- No. 21 FH FIRE HYDRANT IRES F.L FLOWL/NE FS FINISHED SURFACE TELEMH TELEPHONE MANHOLE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER WM WATER METER CJVJL GM GAS METER OF CALI~ GV GAS VALYF HP HIGH POINT sea SEWER CLEANOUT WV WATER VALVE --s-SEWER LINE --G-GAS LINE --w--WATER LINE --E--ELECTRICAL LINE Prepared under Date: =~~Y1~~=,....,,~5>,,[!J~; :/30/01 CITY OF NEWPORT BEACH 452 Drown by. D. W. Checked by. R.H. C DE SOLA TERRACE Recommended: PREPARED BY: DRAWING NUMBER r-----+----r------1------------+----+--------------------...JAPPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A lES 00-126 g /IJ()gO fEA{)f IH./IJ. SU/1£ 12 t-----+---t---f------------+---+----------------------IEXPIRES ON : 12/31/01 Sewer Plans: 24967 H/JNTINCT0// 8£A()/, CA 92618 fl/(}//[; (1//) 818_0566 SHE:E:T NUMBER FAX: (711} 818-6322 _AD._ OF _!/_1_ ....... ........... ..... --... .. -----~~~ SCALE: 1 "=1 O' REVISIONS DATE OWN. BY NO. DESCRIPTION MA TCH EXISTING ff GARAGE ,c-, 6'6' s ·0,9 1 .1 544EAVE R£F£R£NC£S APPR. BY Standard Plans: Utility Plans: ---- --··· I \ L) '2 ( - EBT1MA TED COSTS CONBTRUCT10N NOTES ESTIMATED OIIANTTTES (]) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 492 S.F. ASPHAL TIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA rEs, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 96 LF. 0 PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 20 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 473 S.F. CITY STD-164-l, X=25' {MOD/RED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECTION 20 LF. A-A SHEET 2 -S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE 14M WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE SEWER CLEANOUT --w-WATER LINE sea --E-ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: CITY OF NEWPORT BEACH ~.,l,,,L. 5/11/01 R.~ EXPIRES 09/3D/D1 ' 544 Drawn by. D. W. Checked by. R.H. C DE ANZA DRIVE Recommended: PREPARED BY: DRA MfNG NUMBER f-----+---t----f-----------+----+----------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A 1£S 1/1J9fJ BEA(J{ /1110. S/J/1[ 12 I//JNTINCT!11 BEA/)/, C4 92618 P//011[; (711) 818-0$6 00-1269 l-----+---t---t-------------+----f----------------------1 EXPIRES ON : 12/31/01 Sewer Plans: SHEET NUMBER 24967 FAX (111) 818-6122 --1.l_OF_M SCALE: 1''=10' ---MATCH- ----EX/Sll --.--- REVISIONS DATE OWN. BY NO. DESCRIPTION 445 BRICK WAU .--·· REFERENCES APPR. BY Standard Plans: Utility Plans: .- I I I I I I I I I I I I OFESs RD If ·c o. 2100 ES9' ~\//L fJF CALl'i EST1MA TED COSTS CONSTRUCT10N NOTES ESTM4TED OUANTTTES (}) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 131 S.F. ASPHALTIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA YES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 61 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECTION 27 S.F OF J" A.C. OVER 4" A.B. ® CONSTRUCT RESIDENTIAL DRll-fWA y APPROACH TYPE Ill AYR 104 S.F. CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE I @CONSTRUCT CURB AND GUTTER PER SECTION 27 L.F A-A SHEET 2 3 S.F. (!)REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VALVE --s-SEWER LINE HP HIGH POINT --G-GAS LINE SEWER CLEANOUT --w--WATER LINE sea --E-ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: ~ /IA& £ /11 Ji)/ aTY OF NEWPORT BEACH R.LN-0.21005 EXPIRES 09/30/01 Drawn by. D. W. Checked by. R.H.C Recommended: 445 /SABELLA TERRACE PREPARED BY: ORA WING NUMBER t------t------1t---J-----------+---+----------------------lAPPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 J0N[S, CAHL & ASS0CIAT[S 00-1269 18090 PEACH EJ. /0. SIJIIE 12 t----+---t-----lf-----------+---+---------------------IEXPIRES ON : 12/31/01 Sewer Plans: 24967 11/JNl!NCT(J{ BEACH, CA 92618 Pl/()//[; (7/4) Bl8-0:J66 SHffT NUMBE:R [AX: (1/1) 8/8-6JJ2 .A2._ OF _±l ASPH. ES EPB I I I a, "' C V) :r E ------ 0 0 2 0 -------- I211..so FFi 620 EAVE z=-s z-------- ROF£ss1 RD It • C' -r. ~ 0. 2100 ::z ,,., RESS-,,, "O c,v,L FCAL\f ES77MA TED COSTS CONSTRUCTION NOTES ES1M47EO OUANTTTES (]) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA rEs, CONCRETE COVERED PIPES. PROTECT IN PLACE (D SAWCUT (j) PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION fc\ OF 3" A.C. OVER 4" A.B. \:V CONSTRUCT RESIDENTIAL DRll-fWAY APPROACH TYPE Ill P[R CITY STD-164-L, X~2.5' {MODIFIED PER SHEET 2 CASE ) @ CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 (j) REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX £MH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIR£ HYDRANT FL FLOWLIN£ FS FINISHED SURFACE GAS METER SMH T£L£MH TELEPB TSPB VR fW,/ WV 83 38 14 69 14 GM GV GAS VALVE --s- HP HIGH POINT sco SEWER CLEANOUT --G- --w- --£- S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER WATER METER WATER VALVE SEWER LIN£ GAS LIN£ WATER LIN£ ELECTRICAL LIN£ i-----,---,--R---,E_v._1_s_1_o_N_s _____ .------+----R_E_F_E_R_E_N_C_E_s ______ ...JPrepare~m: 1 ;-H-:AHL s /;:;;) DATE DWN. BY NO. DESCRIPTION APPR. BY Standord Plons: R~ EXPIRES 09/30/oi CITY OF NEWPORT BEACH 620 SEAWARD ROAD Drawn by: O. W. Checked by: R.H. C Utility Plans: Recommended: t-----+----t-----lf-----------+---+--------------------...J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 i--------t----t---t------------+---+----------------------lEXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOC/A TfS 18090 /EACH fl. ifl Sl}//E 12 I//JNTINCT/JI BEACH, Of 92618 P/1/Jlf: (114) 848-0565 [AX: (114} 848-6]22 ORA "1NG NUMBER 00-1269 SHEET NUMBER -4..3_ OF _H DATE 0 z 0 0 DWN. BY REVISIONS NO. DESCRIPTION <.!> --------1,.,.(· EAVE n22 47 EEi 418 REFERENCES APPR. BY Standard Plans: Utility Plans: z 0 0 SCALE: 1"=10' T EST1MATED COSTS CONSTRUCTION NOTES ESTM4TED OIJANT171ES Q) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 217 S.F. ASPHAL TIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 67 L.F. (D PATCH WITH ASPHALTIC CONCRETE MINIMUM SECTION 28 S.F. ® OF 3" A.G. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill PER 189 S.F. CITY STD-164-L, X;2.5' {MODIFIED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECTION 28 L.F. A-A SHEET 2 -S.F. (j) REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX TEL.EPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER WV WATER VALVE GV GAS VAL It£' --s-SEWER LINE HP HIGH POINT --G-GAS LINE sea SEWER CLEANOUT --w--WATER LINE --E--ELECTRICAL LINE Prepared under supe(Wsion of R.H. GAHL Date: CITY OF NEWPORT BEACH ~Alll 5/11/01 R.C.E. No. 21005 'TXPIRES 09/Jo/o'i Drawn by: D. W. Checked by: R.H.C Recommended: 418 1420 MORNING CANYON PREPARED BY: DRAWING NUMBER i-------j----j-----i,------------+---+---------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TES llfJ90 BEACH El.ID. :11/lE 12 I/UNTINCT/1/ BEACH, DI 92618 Pl/Oil: (114) 848-0$6 00-1269 i-------j----J---+-----------+----+-------------------J EXPIRES ON : 12/31/01 Sewer Plans: 24967 FAX: (714) 848-5322 SHEET NUMBER A±_ OF --1J:._ PFWA TE ENG#EER'S CEIERALNOTES MD NOT1CE TO CONTRACTOR 1. IT IS THE INTENT Of TH ESE PLANS AND SPECIFlCA TIONS TO GUIOE THE CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, FACILITIES ANO APPURTENANCES NECESSARY FOR OR INCIDENTAL TO THE CONSTRUCTION OF A COMPLETED DRIVE APPROACH ANO THOSE ITEMS SPEOFlCALL Y t,j[NTIONED IN THE CONSTRUCTION NOTES AND ESTIMATED QUANTITIES AND IN ACCORDANCE WITH THESE SPEOFlCATIONS. 2. THE SPEOFICATIONS AND DRAIIIINGS ARE INTENDED TO BE COMPLIMENTARY ANO ANYTHING MENTIONED OR SHO'ltN IN ONE BUT NOT IN THE OTHERS SHALL BE Of Ul<E EFFECT AS IF SHOWN AND t,jENTIONED IN EACH. IN CASES Of APPARENT CONFLICT BETv.t:EN SPEaFICATIONS AND DRAWINGS, THE SPECIFICATIONS SHALL GOVERN OVER THE DRA'IW'lGS. OMISSION FROM THE DRAWINGS OR SPEaFICA TIONS Of DETAILS Of WORK WHICH IS EVIDENTLY NECESSARY TO CARRY OUT THE INTENT Of THE DRAWINGS AND SPECIFlCATIONS. OR 'M-IICH IS CUSTOMARILY PERFORl,jED, SHALL NOT REUE'.£ THE CONTRACTOR FROM THE OBLIGATION TO PERFORM THE WORK, BUT IT SHALL BE AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRA'MNGS ANO SPECIFlCATIONS. 3. THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND SPECFICATIONS FURNISHED HIM lt,jM[DIA TEL Y UPON THEIR RECEIPT. AND SHALL PROMPTLY NOTIFY THE OWNERS Of ANY DISCREPANCIES HEROO. SHOULD ANY ERRORS, OMISSIONS. AMBIGUITIES OR DISCREPANOES BE FOUND ON THE DRAWINGS OR IN THE SPECIFICATIONS TO WHICH THE CONTRACTOR FAILED TO CALL ATTENTION BEFORE SUBt,jlTTlNG HIS BID. THEN THE OTY ENGINEER WILL INTERPRET THE INTENT Of THE DRAWINGS OR SPECIFICATIONS AND THE CONTRACTOR WILL PERFORt,j THE WORK IN ACCORDANCE WITH SUCH INTERPRETATION. -4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Of CONSTRUCTION Of THIS PRO.ECT, INCLUDING SAFETY Of ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEl,jNIFY AND HOUD TliE CITY AND THE ENGINEER HARMLESS FROM ANY ANO All LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE Of WORK ON THIS PRO.ECT, EXCEPTING fOR LIABILITY ARISING FROM TliE SOLE NEGLIGENCE Of lHE OTY OR THE ENGINEER. 5. THE EXISTENCE ANO LOCATION Of ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOVIN ON THIS PLAN ARE OBTAINED BY A SEARCH Of THE AVAILABLE RECORDS. TO THE BEST Of OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES ANO STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT Of RECORD, OR NOT SHOWN ON THIS PLAN. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY All DIMENSIONS AND CONDITIONS AT THE JOB SITE. AND CROSS-CHECK DETAILS AND DIMENSIONS SHOWN ON THE DRAWING. THE ENGINEER SHALL BE NOTIFIED lt,jM[QIATELY Of ANY OISCREPANOES FOUND. 7. IN ALL CASES VttlERE CONFLICT MAY OCCUR BETWEEN GENERAL NOTES ANO SPEOFIC DETAILS, THEN THE OTY ENGIIEER SHALL BE NOTIFIED AND HE Will INTERPRET THE INTENT Of THE CONTRACT DOCUMENTS. 8. IN NO CASE SHALL Dlt.lENSIONS BE SCALED FROM PLANS, DETAILS OR SECTIONS ON DRAWINGS. 9. ALL CONSTRUCTION SHALL CONFORM TO THE OTY Of NEWPORT BEACH BUil.DiNG COO£ Of THE LATEST EDITIONS, AS AMENDED TO DATE, UNLESS OTHERWISE NOTED. 10. FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL NOTIFY "UNDERGROUND SERVICE ALERi AT 1-800-422-4133 11. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PIPELINES. 12. WATER ~ST BE AVAILABI..£ ON THE SITE AT ALL TIMES DURING GRADING OPERATIONS TD PROPERLY MAINTAIN DUST CONTROL. 13. ALL IMPROVEMENTS MUST BE CONSTRUCTED PER CITY or NEWPORT BEACH STANDARDS. CITY OF NEWPORT BEACH CORONA HIGHLANDS DRIVEWAY IMPROVEMENTS ISAB[LLA TERR TERR SHffl NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 CAPB EMH EPB FH FL FS GM GV HP sco INDEX STREET ADDRESS SHEET NO. STREET ADDRESS GENERAL NO TES 30 600 SEA WARD ROAD DETA/_$ 31 532 DE ANZA DRIVE 5 11 SEAWARD ROAD 32 557 SEAWARD ROAD 515 SEAWARD ROAD 33 609 SEA WARD ROAD 520 SEA WARD ROAD 34 448 MENDOZA TERRACE 524 SEA WARD ROAD 35 405 SERRA DRIVE 541 SEAWARD ROAD 35 409 COLUMBUS CIRCLE 544 SEA WARD ROAD 37 4 09 CORTEZ CJRCLE 548 SEA WARD ROAD 38 424 RI VERA TERRACE 549 SEA WARD ROAD 39 1#32 CABR1Ll0 TERRACE 564 SEA WARD ROAD 40 452 DE SO!A TERRACE 604 SEA WARD ROAD 41 544 DE ANZA DRIVE 456 MENDOZA TERRACE 42 445 /SABEUA TERRACE 420 MENDOZA TERRACE 43 620 SEA WARD ROAD 400 DE SOLA TERRACE 44 418 MORNING CANYON 536 DE ANZA DRIVE 524 DE ANZA DRIVE 428 CABRILLO TERRACE 421 CABRILLO TERRACE 420 SERRA DRIVE 476 SERRA DRIVE 400 COR TEZ CIRCLE 400 SERRA DRIVE 425 MORNING CAN YON 432 MORNING CAN YON 436 MORNING CANYON 456 MORNING CANYON 465 SEA WARD ROAD 449 SEA WARD ROAD LEGE~ CABLE PULLBOX SMH SEWER MANHOLE ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FLOWLINE VR VENT RISER FINISHED SURFACE I™ WATER METER GAS METER WV WATER VALVE GAS VALVE --s --SEWER LINE HIGH Pa T --c -GAS LINE --w--WATER LINE SEWcR CLEANOUT --E --ELECTRICAL LINE RE VIS IONS REFERENCES Prepared unde~ ~ ;7;, /a R.C.E. No. 21005 EXPIRES 09/30/01 / CITY OF NEWPORT BEACH oo-1269 DRAWI/\1.G MJMBER DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: O.C.E.M.A. Drown by: D. W. O.C.T.A. Checked by: R.H.C Utility Plans: Recommended: APPROVED BILL PATAPOFF, P.E. t------+----t----t-------------t-----+-----------------------1 R.C.E. NO. 24967 i-------t-----t----+--------------+------+----------------------~ EXPIRES ON 12/31 /01 Sewer Plans: CORONA HIGHLANDS DRIVEWAY IMPROVEMENTS SHE:E:T NUMBE:R CITY OF NEWPORT BEACH _L OF M ~ R£Jf)VD¥; DaSTN SilERX, aRB FHJ QJTTER, S1MllT FN7 IEIOIC ro IDflCSi CX1S11NG DIIKff)tR. FUIIE JOINT U MI1HIN 5 n . lEl1N1 OPENDli. m RS SH<1M ~4==, l _________________ £ -- Ill) R£PUa IF 5' fR L.E55 <TYPJ £XISTDG JOINT, CRFCK, (RIRR( 2'-Ga z ORB tP£N1lli ' II f JlXH IIJTTat (NJ Q/TTER 2'-6· l \ 16-I * 14' IF '1£ wrt [T(p (Ta.RB f M'" ll1ll'OIINJ i2?jGll11m C } _]~ ELEVATION NO'l'f!3; l. COICRCTE 911.L IE 560-C-3250. 2. Sl..(ffl] "X" FIERS IHJ SLOF£D lRI1IEJIIYS SIIU. IIIV£ R caR!E llROOH F1HI9'. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RESIDENTIAL DRIVEWAY APPROACH TYPE III (MODIFIED) DIR£C'TrR rT IUUC 60ll(S R. C. £. II). J2fJOS '/BTF 2B Sep 1993 ~ N. T.S. IRNf S'lrJD>-i~~-L BACK OF EXISTING CURB 2'± VARI ES VARIES I I (SEE PLAN) c_ 0 FS ELEVATION z SEE PLAN ! [ EXISTING-DRI~ ----t -· --I - ------·· ------ 1 I I I I I SECTION A-A CASE I (EXI STING DRIVE HIGHER THAN TOP OF CURB) t BACK OF EXISTING CURB 2'± VARIES VARIES I VARIES _ ... -- MATCH EXISTING 0 S'«:: -1?-..s-~ ,?~ {SEE PLAN) FS ELEVATION SEE PLAN :::0 6 G') fTl r SEE PLAN) ~ i-C' EXISTING ROLLED CURB ~--<11, 'SJ 1/2" OR AS SPECIFIED ON PLAN -• 6 1/2" /. / SECTION A-A CASE 11 I I (EXISTING DR IVE LOWER THAN TOP OF CURB) fTl X vi -i z G') --- DRAWING NUMBER Prepared un~HL S)J; 141 1--D-A-TE-""'T"""D_WN ___ B_Y-r---N-O-. ""'T"'""---D-ES-C-RI-PTI_O_N __ ----rA-P-PR-. -8-Y +-S-ta-n-do-rd_P_la-n-s: ---------------1 l__..,.R.C.E. No. 21005 EXPIRES 09 /30/01 RE VIS IONS REF ERENCES CITY OF NEWPORT BEACH oo -1269 O.C.E.M.A. Drown by: D. W. O.C.T.A. Checked by: R.H.C Utility Plans: Recommended: APPROVED BILL PATAPOFF, P.E. 1------+----------------------+-----------------1R.C.E. NO. 24967 t-----t----+----+---------+----+-------------------1 EXPIRES ON 12/31 /01 Sewer Plans: CORONA HIGHLANDS DRIVEWAY IMPROVEMENTS DETAILS SHEET NUMBER CITY OF NEWPORT BEACH _2_ or _A±_ . L BR S-1 ------------------- ....__ ___ -- EAVE O~,C s 'N --------- 511 .,. [54 02 rn SEAWARD RD. 143. 6 SCALE: 1 "=10' --~-- - -----~.1----- - --~-J b-l (, (. -~ ~ REVISIONS R EFER ENCE S DATE OWN. BY NO. DESCRIPTION APPR. BY Stondord Plons: Utility Plans: \ 1./"l \_ ---- Drown by. D. W. Checked by. R.H.C Recommended: ESTIMATED COSTS CONSTRUCTION NOTES ES1MATED OU4NTTTES CD DEMO EXISllNG CURB 4( GUTTER, DRIVE APPROACH ASPHAL nc CONCRETE. AND ANY OBSTRUCllONS ® SUCH AS STEEL Pl.A;ts, CONCRETE COVERED PIPES. PROTECT IN PLACE (D SAWCUT © PATCH WITH ASPHA1 nc CONCRETE MINIMUM SECTION ® OF 3· A.C. OVER r A.8. CCWSTRUCT RESIDENT/Al [ll?IY[WA Y APPROACH TYPE Ill Pr CITY STD-164-L, X=25' {U(X}/Flll} PER SHEET 2 CASE I @CONSTRUCT CURB AND GUTTER PER SECllON A-A SHEET 2 0 REPLACE BRICK OR BRICK RIBBON IN KIND CAPB EMH £PB FH IFL FS CABLE PULLBOX ELECTRIC MANHOLE ELECTRIC PULLBOX FIRE HYDRANT FLOWL/NE LEGE~ SMH TELEMH TELEPB TSPB VR ~ WV 153 - 58 23 130 23 - GM GV HP sea FINISHED SURFACE GAS METER GAS VALVE --s - HIGH POINT SEWER CLEANOUT --G - --w-- --E- S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PUUBOX VENT RISER WATER METER WATER VALVE SEWER LINE GAS LINE WATER LINE ELECTRICAL LINE CITY OF NEWPORT BEACH 511 SEAWARD ROAD PREPARED BY: DRA'MNG HIAltJER t-------t----+---t------------+---+---------------------1 APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 t-----t----t---+-----------+---+---------------------l EXPIRES ON : 12/31 /01 DIE~ CAHL & ASSOC/A TES 00-J 269 f lf»J E£ACII 9. lfJ. !ll1£ I 2 Sewer Plans: 24967 IIJl!NCTfJI IUll, C4 926/8 ffKH: (JU) 8/8--«£6 SHEET NUAIIJER [Al: (JU} 8/8-6J22 __l_ OF ~ -· -I -1 ~-' j SCALE: 1 "=10' REVISIONS DA TE OWN. BY NO. DESCRIPTION 515 ----------------iSTING r C 148.09 FS _ __,- ---CONSTRUCT ONC. FLARE R EFER E NCES APPR. BY Standard Plans: Utility Plans: , , .,.,,,,,,,,. _.,,,, ,- Drawn by: D. W. Checked by: R.H.C Recommended; ESTIMATED COSTS CONSTRUCTION NOTES ESTMATED CJU4NTTTES (]) DEMO EXISTING CURB & GUTTER, DRIVE APPROACH 511 S.F. ASPHAL TIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA ;ts, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 108 L.F. © PATCH WITH ASPHAl TIC CONCRETE MINIMUM SECTION 46 S.F. ® OF J" A.C OVER 4• A.B. CONSTRUCT R[SIOENn~ DRIVE-WA Y APPROACH TYPE Ill PER -S.F. CJTY STD-164-L, X=2. (MODIFIED PER SHEET 2 CASE I} @CONSTRUCT CURB ANO GUTTER PER SECTION 46 L.F A-A SHEET 2 483 S.F. <z) SALVAGE AND REPLACE ALL BRICK LEGEND CAPB GABL£ PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE H YORAN T IFL FLOWLINE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VAL VF HP HIGH POINT SCO SEWER CLEANOUT WV WATER VALVE --s -SEWER LINE --G --GAS LINE --w--WATER LINE --E --ELECTRICAL LINE CITY OF NEWPORT BEACH 515 SEAWARD ROAD PRE:PARED BY: DRAWING NUMBF:R r-----r---t-----1t------------t----+--------------------~ APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL tf ASSOCIATES 00-1269 /8fJj{) /EA(){ EJJfJ. !JJTE 12 i-----,------t----t------------+---+--------------------J EXPIRES ON : 12/31/01 Sewer Plans: 24967 ltWTIK)T(JI BEACH, C4 92648 SHffT NUMBER PIO£: (11~ ~-()566 FAX: (711} IJ/8-5J22 _3-_ OF ~ DATE -------... I ' I I ' 0/. I I J I I SCALE: ------- R E VISIONS D'MII. BY NO. DESCRIPTION ;,. 520 I . " R E F ER ENCE S APPR. BY Standard Plans: Drawn by: 0. W. Checked by: R.H.C Utility Plans: Recommended: ESTlMA TED COSTS CONSTRUCTION NOTES EBTMATED OUANTTTES (]) DEMO EXISllNG CURB.!' GUTTER, DRIVE APPROACH 178 S.F. ASPHAL TIC CONCRETE. AND ANY 08STRUCnONS ® SUCH AS STEEL PLA;t"S, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 64 L.F. © PATCH WITH ASPHAL "C CONCRETE MINIMUM SEC"ON 26 S.F. ® OF 3• A.C. OVER 4• A.8. CONSTRUCT RESIDEN"Al. DR/1-!"WA Y APPROACH TYPE Ill PER 152 S.F. ©CITY STD-164-L, X,,.2.5' (MODIFIED PER SHEET 2 CASE I) 26 L.F. CONSTRUCT CURB AND GUTTE.R PER SECllON A-A SHEET 2 29 S.F. <z) SALVAGE AND REPLACE GROUTED STONE LEGEND CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX FH FIRE HYDRANT TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX LL FLOWLINE VR VENT RISER FS FINISHED SURFACE HM WATER METER GM GAS METER GV GAS VAL\if" HP HIGH POINT sco SEWER CLEANOUT WV WATER VALVE --s -SEWER LINE --G -GAS LINE --w-WATER LINE --E -ELECTRICAL LINE CITY OF NEWPORT BEACH 52 0 SEAWARD ROAD PR£P,M~ED B Y: DR A WING N I.RMJEI'? r----;-----+---+------------+---+--------------------J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JJN[S, CAHL if ASSOC/A TES 1/llKJ 1£).(Jf IJ. ifJ. $fl[ 12 HJITNC!(}/ E£ACH. C4 926~ PIKH: {JU) 8/8-/N;o 00-1269 1 ---r---t------t------------+---;--------------------l EXPIRES ON : 12/31/01 Sewer Plans: SHEET NUMEJER 24967 FAX: (111) 818-6322 I if> \ -151.49 FS DATE SCALE: 1''=10' I I § \ ":; I I \ I I I REVISIONS OWN. BY NO. DESCRIPTION -· ) ) --- V .,.) 524 R E FERENCE S APPR. BY Standard Plans: Utility Plans: ' ' \ I ' \ ' I \ \ \ I --- R. C.E. No. 21005 Drawn by: D. W. Checked by: R.H.C Recommended: EST/MA TED COSTS CONSTRUCTION NOTES ESTMATED OUANTTTES (f) DEMO EXISnNG CURB & GUTTER, DRIVE APPROACH 223 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLAlFS, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 67 L.F. © PATCH 'MTH ASPHAL nc CONCRETE MINIMUM SECnON 26 SF ® OF Jn A.C. OVER 4• A.B. CONSTRUCT RESIDENTIAL DRlvf"WA Y APPROACH TYPE Ill PER 197 S.F. CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE f 26 L.F @CONSTRUCT CURB AND GUTTER PER SECTION I A-A SHEET 2 S.F. (z) REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEt-0 CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT IFL FLOWLINE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VALV£ HP HIGH POINT sco SEWER CLEANOUT WV WATER VALVE --s -SEWER LINE --G -GAS LINE --w-WATER LINE --E -ELECTRICAL LINE Dote: 5 /;;;~ CfTY OF NEWPORT BEACH EXPIRES 09/JlJ VI 524 SEAWARD ROAD PREPARED BY': ORA 'MNG NUMBER t------+-----t---t-------------+----+---------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TfS 00-1269 //f19(} FEAOI !JJfJ. :lJTE 11 r------i-----t------r-----------;-----+-----------------------l EXPIRES ON : 12/31 /01 Sewer Plans: 24967 llllfllCl(JI BEAOI, CA 926/8 SHEET NUMBER PHIH: (lll} 8/8-0!ii5 fAJ: {l/1) IJ#J-6J1J _6_ OF __4A_ -_J ....... .,.. .j _;-J ---- \ DATE OWN. BY I I ,. I ... I ( I \ ,> I ,. I '> ~ I ..,. ..... ---- 541 [570fDl1 . I \ ~ I , I \ \ \ I \ -------- ESTIMATED COSTS CONSTRUCTION NOTES ESTMA1ED OUANTTTES (j) DEMO EXISTING CURB Je GUTTER, DRIVE APPROACH 142 S.F. ASPHAL TIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STffL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLA CE -EACH Q) SAWCUT So L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECTION 23 S.F. ® OF 3" A.C. OVER r A B. CONSTRUCT RESJDENTIA1:. 00\,f'WA Y APPROACH TYPE Ill Ar 119 S.F. CITY STD-164-L. X=25 (MOOtnED PER SHEU 2 CASE I 23 L.F. I 152, 6 Cf_ SEA WARD f!D. ~I ---------'b ,--------~ • ----------- • ..;,. • "'.)1, @CONSTRUCT CURB ANO GUTTER PER SECTION A-A SHEET 2 -S.F. ®REPLACE BRICK OR BRICK RIBBON IN KIND '-c.., Cc, ~ ~ CAPB CABLE PUUBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT IFL FLOWLINE FS FINISHED SURFACE GM GAS METER GV GAS VALVE HP HIGH POINT sea SEWER CLEANOUT REVISIONS R EFERENCES NO. DESCRIP110N APPR. BY Standard Plans: Prepared under sup_ervision of R.H. CAHL Dote: < ~~ ~/;,J~J R. C.£.~005 EXPIRES 09/JO/O{ f Drown by. O. W Checked by. R.H. C Utility Plans: Recommended: LEGEI\O SMH SEWER MANHOLE TELEMH TELEPHONE MANHOLE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER 14M WATER METER WV WATER VALVE --s-SEWER LINE --G-GAS LINE --w-WATER LINE --E-ELECTRICAL LINE CITY OF NEWPORT BEACH 541 SEAWARD ROAD PREP,1,,RED BY: DRA ltlNG NUMBER t----+-----+---+-----------+-----1-------------------_J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 i-----+---t---t------------+----+-----------------------l EXPIRES ON : 12/31/01 JON[~ CAHL & ASSOC/A l£S 1/JlJO EmH fl. W. :}Jl[ 12 HJ(TIK;f(J{ 8£AOI, C4 926/8 PIKH: (111) ~-o566 00-1269 SHEET NUMB£R Sewer Plans: 24967 FAX (11{} 8/8-6J22 _]_OF~ --_,s~-_S_E_A_W._'AR_D_Ro=-=-=. (=/--}--~r •-\--'~=- 4 ---- r ' ,_,_. ____ _ .,. CONC \_ SCALE: 1"=10' I I \ I \ I I \ "( < s' ~-r---t r ~Vf. '-..,.-(., ..: ---,- ~ J 544 (/l \ < {-➔----------­ -I I ESTIMATED COSTS CONSTRUCTION NOTES EtfTMATB:) OUANTTTES (D DEMO EXISnNG CURB & GUTTER, DRIVE APPROACH 416 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PLAlFS. CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 95 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 30 S.F. ® OF 3" A. C. OVER r A.8. CONSTRUCT RESIDENTIAL 00\f"WA Y APPROACH T'rPE Ill PER 386 S.F. ®CITY STD-164-L, X=25' (MODIFIED P[R SHEET 2 CASE I) 30 CONSTRUCT CURB ANO GUTTER PER SECnON L.F. A-A SHEET 2 S.F. ®REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEI\O CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX FH FIRE H YDRANT TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX l~L FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VAL \if" HP HIGH POINT sea SEWER CLEANOU T WV WATER VALVE --s-SEWER LINE --G-GAS LINE --w-WATER LINE --E -ELECTRICAL LINE i----r-----.--R_£r-V:_I s_1_o_N_s ___ ----,---+----R_£_F_£_R_£_N_C_£_s ____ _J Prepare::~ $ b?o1 DA TE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R. C.E. No. 21005 EXPIRES 09/J0/01 CITY OF NEWPORT BEACH 544 SEAWARD ROAD Drown by: D. W. Checked by: R.H. c Utility Plans: Recommended: ,-----t---------t-----t------------+---+------------------_J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 1 -----t---------t-----t------------+---+------------------_J EXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOC/A TES llf»J /£AUi 9. lfJ. Jll[ 12 llli!NCTrB fIA(){, ~ 926M PH(X: (71{} 8/8-Q$6 FAX: (m) ~-6J2J ORA ',t!NG NUMBER 00-1269 SHEET NUMBER _B_ OF 3:..1_ DATE ' :-tt• ..,., 'i::: "· ,,.. 154. 5 I --------· .-,-1 5 3. 4 • <r, ,_ ------;__ -------- 2------ ==-=---------------==~---I I ~ SEAWARD RD. Ill \ -- fR[[S ------------\.. --------I 548 t::£!!'-z.~ SCALE: 1"=1 O' RE VIS IONS R EFER ENCES DVYN. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: \ Ill \ \ \ \ \ \ i,-·----·-,,-- \ \ \ \ \ \ \ EST/MA TED COSTS CONSTRUCTION NOTES CD DEMO EXISTlNG CURB &-GUTTER, DRIVE APPROACH ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PlA its, CONCRETE COVERED PIPES. PROTECT IN PLACE Q) SAWCUT © PATCH WITH ASPHALTIC CONCRETE MINIMUM SECTION ® OF 3• A. C. OVER 4. A.B. CONSTRUCT RESID£NllAL DRIVEWA Y APPROACH T'rPE Ill PER ®CITY SW-164-L, X=2.5' {UOOIFIED PER SHEET 2 CASE I) CONSTRUCT CURB ANO GUTTER PER SECTION A-A SHEET 2 (z) REPLACE 8RfCK OR BRICK RfBBON IN KIND LEGEt-0 CAPB CABLE PULLBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FfRE HYDRANT IFL FLOWUNE SMH TELEMH TELEPB TSPB VR EBTMA.TED OUANT1TES 185 - 7J 32 153 J2 - S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RfSER FS FfNISHED SURFACE WM WATER METER GM GAS METER GV GAS VALi,£" HP HIGH POINT sea SEWER CLEA.NOV T WV WATER VAL VE --S -SEWER LINE --G -GAS LINE --W -WATER LINE --£ -ELECTRfCAL LINE Prepared under supervision of R.H. CAHL Dote: ~E~, '1x~R£s 09~~( lo/ CITY OF NEWPORT BEACH Drawn by: O. W. Checked by: R.H.C Recommended: 548 SEAWARD ROAD PREPARED BY: ORA IWNG NUNBER r-----t-------t---+-----------+---+-------------------_J APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JON[~ CAHL & ASSOCIATES 00-1269 /IJ)9{) /£A()f fl. If). !1/TE 12 ,----t-------t---t------------+---+------------------_J EXPIRES ON : 12/31/01 Sewer Plans: 24967 JIJITNCT(JI 8EAOI, C.f 926#1 SHEET NUMBDl Pfl{Jf: (11{} 818-o566 FAX: (111) B#J-6321 _9_ OF _AA__ ------.. I . -I "' g -0 I co I I > '()' ' t· u ..,., .,,, --• J"-l2s1--.t 55.54 FL \ ..., ---~ °'' \ .~ ,;-.. \ .,..,. ~Gj <I' '-')" \ \.:l ~ ~ ::.: 154. 5 ----------=-= --_I -£2>Z---I ---- Cf_ SCALE: 1"=10' REVISIONS R E FERE NCE S DATE DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Drown by: O. W. Checked by: R.H.C Utility Plans: Recommended: ESTIMATED COSTS CONSTRUCTION NOTES ESTMATED OUANTTTES (]) DEMO EXISnNG CURB &r GUTTER, DRIVE APPROACH 143 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL Pl.A its, CONCRETE COVcRED PIPES. PROTECT IN PLACE -EACH 0 SAWCUT 50 L.F. © PATCH WITH ASPHAL nc CONCRETE MINIMUM SECTION 16 S.F. ® OF J" A.C. OVcR 4 • A.8. CONSTRUCT RESIDENTIAL_. OR/\,FWA Y APPROACH TYPE Ill P.~'R 128 S.F. CITY STD-164-L, X=2.5 (MOOIFIEO PER SHEET 2 CASE I @CONSTRUCT CURB AND GUTTER PER SECTION 16 L.F. A-A SHEET 2 S.F. (!)REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB EMH £PB FH IFL CABLE PULL.BOX ELECTRIC MANHOLE ELECTRIC PULLBOX FIRE HYDRANT FLOWLINE SMH TELEMH TELEPB TSPB VR SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER FS FINISHED SURFACE GM GAS METER GV GAS VALVE HP HIGH POINT sco SEWER CLEANOUT Dote: JiJJ, {)/ 11M WATER METER WV WATER VAL VE --S --SEWER LINE --G --GAS LINE --W -WATER LINE --E --ELECTRICAL LINE CITY OF NEWPORT BEACH 5 4 9 SEAWARD ROAD PREPARED BY: DRAtt.fNG NUMBER r------r---t----1r------------+---+--------------------~ APPROVED : BILL PATAPOfF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TES /Im) flA(}{ El. ~ 9)1[ 12 H.NTNCTCW BEA(}{, C4 9~ Pfl(H.· (111) 8/8-0$6 00-1269 1 ----r----t----t------------+---+-----------------------l EXPIRES ON : 12/31 /01 Sewer Plans: 24967 FAX (11/) 8/fr6J22 SHEET NUMBER _j_Q__ OF 3:..1_ --- I I \ I ' ----L---------------d ------ 165.93 FL 2.:,'l;.- 6;, ~~j ESTIMATED COSTS CONSTRUCTION NOTES ESTMA1ED OUANTTTES (j) DEMO EXISnNG CURB cl-GUTTER, DRIVE APPROACH 580 S.F. ASPHAL TIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH 0 SAWCUT 100 L.F. G) PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECnON 28 S.F. ® OF 3• A.C. OVER 4• A.8. CONSTRUCT RESIDENT/A DRll-f"WA Y APPROACH T'rPE Ill P.~R 499 S.F. CITY STD-164-L. • X=25' {UOOIFIED PER SHEU 2 CASE I @ CONSTRUCT CURB AND GUTTER PER SECnON 28 L.F. A-A SHEET 2 S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX h FLO'M.INE VR VENT RISER FS FINISHED SURFACE I™ WATER METER GM GAS METER GV GAS VAL~ HP HIGH POINT sco SEWER CLEANOUT WV WATER VALVE --s -SEWER LINE --G -GAS LINE --w--WATER LINE --E--ELECTRICAL LIN£ .----y-----,----R----,E_V._,_s_t_O_N_S _____ .-----+----R_E_F_E_R_E_N_C_E_s _____ --.J Prepare; un~ S /;~/;/ DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: RY£.~ EXPIRES 09}'Jo)b1 CITY OF NEWPORT BEACH 564 SEAWARD ROAD Drown by: D. W. Checked by: R.H.C Utility Plans: Recommended: t-------t----t-------ir------------t-----+---------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 i-------t----t----1i-------------+---+---------------------I EXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOC/A TES Im} fEA(){ fl. ',fJ. :1111[ 12 111/TM f (J{ EEAfll, C4 92618 PHO!{; (JU} ~8-(};fj6 FAX: (111} 8!8-6322 ORA WING NUMBER 00-1269 SHE:£: T NUMBER _Jj_ OF _A± .190. 5 I ;,-I - I = --1 604 CONST. JOINT (TYP.) 12.5'~ . . &,. V ...-c <; ~ C · SCALE: 1 "=10' ,.__>,.....J'--" '-A~ • , • -✓ "\..._ .40FL -,f I --------Cf._§EAWARD RD. I --------"-'6>6' ..> -186. r&---r-,-+:::::-::;_"'c::---====-==~=====-=-::::: --;<~' -1 ✓ ESTIMATED COSTS CONSTRUCTION NOTES ES7M4TED OUANTTTES (j) DEMO EXISnNG CURB &-GUTTER, DRIVE APPROACH 79 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLAltS, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 38 L.F © PATCH mTH ASPHALnC CONCRETE MINIMUM SECnON 15 S.F. ® OF JH A.c. OVER 4• A.a CONSTRUCT RESIDENTIAJ.. DRl ~WA Y APPROACH TYPE Ill PER 35 S.F. CITY STD-164-l, X=2.S (JJOOIFIED PER SHEET 2 CASE I) @CONSTRUCT CURB ANO GUTTER PER SECTION 15 l.F. A-A SHEET 2 S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT In FLOWLINE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER FS FINISHED SURFACE ~ WATER METER GM GAS METER GV GAS VAL IIE" HP HIGH POINT sco SEWER CLEANOU T WV WATER VALVE --s -SEWER LINE --G -GAS LINE --w -WATER UN£ --£-ELECTRICAL LINE r------,r---r---R_Er--Vi_l_S_I o_N_s _____ .----+-----R_E_F_E_R_E_N_C_E_s ______ ...J Prepared( unrn~ U HL .s /;1Da/~1 DA TE D~. BY NO. DESCRIPTION APPR. BY Standard Plans: R. CL No. 21005 -... EXPIRES ~/J0/01 a TY OF NEWPORT BEACH 604 Drown by: D. W. Checked by: R.H.C Utility Plans: Recommended: r----;-----+---t------------+---+-----------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 r----;-----+---t------------+---+-----------------------1 EXPIRES ON : 12/31/01 Sewer Plans: 24967 ' ' SEA WARD ROAD PREP,.,R£D BY: JONES, CAHL & ASSOC/A ![5 fllJ!}() /£A{){ fl.If}. 911[ 12 flHTIICT(J{ 8£A(}{, ~ 92618 fll/X.· {lU} 8-{8-0$6 FAX (711) 8-{8-6J2J OR,.,WING NUMBER 00-7269 SHEET NUMBER J.2._ OF _H ASPi-l --------~ " • V l' r ~. ---------- GM q L- I I ' .4 I UA TCH EXISTING -----~-- :.,_1'-.. ...... --------- r AT GARA456 v-[AVE I ' ----- ,--__________ _ ------ SCALE: 1''=10' ESTIMATED COSTS CONSTRUCTION NOTES EB11ilATED OUANTTTES 0 DEMO EXISTING CURB &-GUTTER, DRIVE APPROACH 288 S.F. ASPHAL TIC CONCRETr. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLAitS, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 77 L.F. © PATCH WITH ASPHAl nC CONCRETE MINIMUM SECTION 28 S.F. ® OF Jn A.C. OVER 4• A.8. CONSTRUCT RESIDENTIAL ORtl,fWA Y APPROACH T'fPE Ill P.~R 260 S.F. CITY STD-164-L, X=2.5' {UODIFfED P[R SHEET 2 CASE II @CONSTRUCT CURB AND GUTTER PER SECTION 28 L.F. A-A SHEET 2 S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT L FLOWLINE TELEPB TELEPHONE PUUBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER FS FINISHED SURFACE WU WATER METER GM GAS METER GV GAS VALVE" HP HIGH POINT sea SEWER CLEANOUT WV WATER VALVE --s -SEWER LINE --G -GAS LINE --w -WATER LIN£ --E-ELECTRICAL LINE r-------,-----,---R,E_V._,_S_I_O_N_S ____ ---.----t----R_£_F_£_R_£_N_C_£_S _____ ----.1 Prepar~~ ~-j;;)d 1 I?. C.E. No. 21005 EXPIRES 09/J0/()1 ' CITY OF NEWPORT BEACH 456 MENDOZA TERRA CE DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Drown by. D. W. Checked by. R.H.C Utility Plans: Recommended: t----+-----+---+-----------+---+----------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 i-----;-----;-----t------------+----+--------------------J EXPIRES ON : 12/.31 /01 Sewer Plans: 24967 PREPARED BY: JONES, CAHL & ASSOC/A TES llfl!A? ID.fJl !lJO. 9JTE 12 II.JI !NCT(J{ BEA(){, C4 9~ PllfH: {lU) MB-o!Jo f AX-(711) 8!fr6J22 ORA WING NUMBER 00-1269 SHEET NUMBER _Ll__ OF~ -, ---· -·'-..,/ ...__ ~------ ----------------- f ·,ti i -201. .4 -----------------~- ------·· -------,· I -----------L.----- C. NC, SCALE: 1 "=10' .) I ) EBTIMA TED COSTS CONSTRUCTJON NOTES E8TM4TED OUANTTTES CD DEMO £XISllNC CURB &r CUTTER, ORI\/£ APPROACH J11 S.F. ASPHALnC CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 77 L.F. © PATCH 'MTH ASPHAL nc CONCRETE MINIMUM SECnON 22 S.F. ® OF .JH A.C. OVER 4• A.8. CONSTRUCT RES/DENTlA!. ORll!fWA Y APPROACH TYPE Ill PER 288 S.F. CITY STD-164-L, X=2.5' {UaJIAED PER SHEET 2 CASE I) @CONSTRUCT CURB AND CUTTER PER S£CnON 22 L.F A-A SHEET 2 S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEN:> CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX IFL FLOWLINE VR VENT RISER FS FINISHED SURFACE Ml WATER METER GM GAS METER GV GAS VAL\1£ HP HIGH POINT sea SEWER CLE. OU T WV WATER VALVE --s -SEWfR LINE --c -GAS LINE --w--WATER LINE --E -ELECTRICAL LIN£ i--------r----.--R----,E_v:_1_s_1 o_N_s _____ .----+-----R_E_F_E_R_E_N_C_E_s _____ ----1 Prepared u~L Ji !11/o~ DATE DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R. C.E. No. 21005 EXPIRES 09/.J0/01 CITY OF NEWPORT BEACH 420 MENDOZA TERRACE Drown by: D. W. Checked by: R.H.C Utility Plans: Recommended: PREPARED BY: DR,t, '.+ING NUMBER ,------r---t---t------------+---+-------------------_j APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 r------r---t---t------------+---+--------------------l EXPIRES ON : 12/31 /01 Sewer Plans: 24967 JONE£ CAHL & ASSOCIATES 00-J 269 l&lJO ElACH El. KJ. :JJTE 12 ll.NTMJ!(JI BEA()/, C4 925/8 P!-KH: (111} 8/8-0566 SHEET NUMBER f Al: (11/) 8m-5JJJ -1..1_ or --14._ DA TE ..,.... J /ADJUST EXISTING unu l VAUL TS TO GRADE / , , , ,,._ REVISIONS D'M'l. BY NO. DESCRIPTION 176.78 FS REFERENCES APPR. BY Standard Plans: Utility Plans: \ \ I I SCALE: 1 ":::::1 O' Drown by: 0. W. Checked by: R.H.C Recommended: ESTIMATED COSTS CONSTRUCTION NOTES 0 DEMO EXtSnNG CURB .ct CUTTER, DRIVE APPROACH ASPHAL TIC CONCRETE, AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLATES, CONCRETE COVERED PIPES. PROTECT IN PLACE Q) SAWCUT © PATCH WITH ASPHALnc CONCRETE MINIMUM SECTION ® OF J" A.C. OVER 4• A.B. CONSTRUCT RESIOENTIAL OR/1,f'WA Y APPROACH T'tPE Ill PER CITY ST0-164-L, X•2.5' {MOOIFIEO PER SHEET 2 CASE I} @ CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 0 REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT IFL FLOM /NE FS FINISHED SURFACE SMH TELEMH TELEPB TSPB VR ~ WV S1M4TED OUANTTTES 137 - 61 24 113 24 6 S.F. EACH L.F. S.F S.F. L.F S.F SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER WATER METER WATER VALVE GM GAS METER GV GAS VALVE --s -SEWER LINE HP HIGH POINT sea SEWER CLEANOUT --G --GAS LINE --W --WATER LINE --E --ELECTRICAL LINE CITY OF NEWPORT BEACH 400 DE SOLA TERRA CE PREPARED BY: ,------r---t---t-----------+----+--------------------_J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JJNES, CAHL & ASSOC/A !ES IIJ'JJ fEA()f El.WJ. ~1[ 12 ll/N!IICT(J{ EEAOI, C4 926f8 Pll(J[-{JU) 8/8--()$5 00-1269 ,----t------t----t------------+---+--------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 FM: (711) 818-6122 SHEET NUMBER -15__ OF ....4..1_ --- 163,5 z 0 _) I I \ I I \ :I 1 ' 536 SAi.cuT &-MATCH EXISTING ' ~ 160.73 FS --- 159.37 FL ESTIMATED COSTS CONSTRUCTION NOTES ESTMA. TED OUANTTTES (j) DEMO EXISTING CIJRB &-GUTTER, ORIVf APPROACH 205 S.F. ASPHAL TIC CONCRE~ AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA Tts, CONCRETE COVfRED PIPES. PROTECT IN PLACE -EACH 0 SAWCUT 64 l.F. © PATCH 'MTH ASPHAL nc CONCRETE MINIMUM SECTION 26 S.F ® OF J " AC. OVfR 4• A.B. CONSTRUCT RESIDENTIA1, ORIVEWA Y APPROACH TYPE Ill P.5R 179 S.F. CITY STD-164-L, X=2.5 (UODIF/£0 PER SHEU 2 CASE I @ CONSTRUCT CURB ANO GUTTER PER SECTION 26 l.F A-A SHEET 2 5 S.F. 0 REPLACE BRICK OR BRfCK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE T£LEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX FH FIRE HYDRANT l FLOWLINE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER FS FINISHED SURFACE WM WA T£R METER GM GAS METER GV GAS VALY(" HP HIGH POINT sea SEWER CLEANOUT WV WA T£R VAL \If' --S --SEWER UNE --G --GAS LINE --W --WA T£R LINE --E --ELECTRICAL LINE r-::-:-----,----r--R7Er-V,-1/_S_1_o_N_s ____ -,-----1----R_E_F_E_R_E_N_C_E_s _____ ___J Prepared untr ™~L ;711 0 J DA TE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R. CE No. 21005 EXPIRES 09/30/01 } CITY OF NEWPORT BEACH 536 Drown by o. W. Checked by R.H.C Utility Plans: Recommended: t-----t----t---1-----------+---+--------------------_J APPROVED : BILL PATAPOff, P.E. R.C.E. NO. : 24967 1 ---,---t---t------------+---+--------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 DE ANZA DRIVE PREPARED BY: JON[S, CAHL & ASSOC/A TES fffJ!J() f.fACII El. ID. 9JT[ 12 fllt/lKJTCH BEACH, C4 926~ fll(H.· (11/) ~-OJM {AX (711} 8/8-6322 DRA'i',fNG NUMBER 00-1269 SHEE:T NUMBER ..lfi__ OF~ ------151. 9 q_t t., -----;;----c[-5EANZA DR ---~\------ -S ~,-r' I>_ A;,r ,--1 ✓·z ·-~ - / - ·--J2.s~ ~,.. "' -.. -----· .- ----------i r= vr-------=.:=.~--v --------, I I I I I I I ----- I I I ......-_ ___,,. -----r--~ ~-r--- ~ 1155,:51 EFl 0$$.42 EEJ 524 REVIS IONS R EFERENCES DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: I I E.!-3 z --- SCALE: 1 "=10' Drown by: D. W Checked by: R.H.C Recommended: E:STIMA TE:D COSTS CONSTRUCTION NOTE:S EtTTMATED OUANTTTES (D DEMO Ex1snNc CURB &-CUTTER, DRIVE APPROACH 177 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRucnONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 56 L.F. © PATCH 'lt1TH ASPHAL TTC CONCRETE MINIMUM SECTION 21 S.F ® OF J" A.C. OVER ,r A.B. CONSTRUCT R£SIOEN71AL DRIVEWAY APPROACH rrP£ Ill PER 156 S.F CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CA~ I) @ CONSTRUCT CURB AND GUTTER PER SECTION 21 l.F. A-A SHEET 2 3 S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB EMH £PB FH li:-L CABLE PULLBOX ELECTRIC MANHOLE ELECTRIC PULLBOX FIRE HYDRANT FLOWLINE SMH TELEMH TELEPB TSPB VR SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VALVE HP HIGH POINT sea SEWER CLEANOUT WV WATER VAL VE --S --SEWER LINE --G --GAS LINE --W --WATER LINE --E --ELEC TR/CAL LINE CITY OF NEWPORT BEACH 524 DE ANZA DRIVE PREPARED BY: ORA WING NUMBER r--------r---t---t------------+---+--------------------_J APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JJN[S, CAHL & ASSOC/A TES lflY:KJ ID,()I EJJO. !}JI![ 12 lllr!NCTCN EEACII, C4 926/8 PIKN.· (711) 8/8-W 00-1269 r-------i----t-----t-------------t---+------------------____j EXPIRES ON : 12/31/01 Sewer Plans: SHEET NUMBER 24967 fl.X: (111) 8/8-6122 _lL OF _1:_4_ SCALE: 1"=10' DA1E DVYN. BY -:{- ' •. ,;_·~-~-- ~ ~1 C l,A [ ------. '--, 157.05 FL MATCH tXISTING .---• t,, ' _., TREES ---1 h$4,89 EEi cii J, IJ5486 EEl 1 MATCH EXISTING I AT GARAGE '7 428 '--EA I I R E VISIONS R EFERENCES NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: ' I \ t ....._ ~ h -< C. "" ~ r, b p -<._ B "' µ ESTIMATED COSTS CONSTRUCTION NOTES (]) DEMO EXISTING CURB &-GUTTER, DRIVE APPROACH ASPHAL TIC CONCRETE AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA lf.~ CONCRETE COVERED PIPES. PROTECT IN PLACE 0 SAWCUT © PATCH WITH ASPHAL nc CONCRETE MINIMUM SECTION ® OF J" A.C. OVER 4· A.B. CONSTRUCT RESIDENTIAL DRlvfWA Y APPROACH T'fPE Ill PER CITY STD-164-L, X=2.5' (JJODIFIED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 0 REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX EMH ELECTRIC UANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT v=-L FLOWLINE SMH TELEMH TELEPB TSPB VR ES7M4TED OUANTTTES 541 - 101 25 516 25 - S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER FS FINISHED SURFACE WU WATER METER GM GAS METER GV GAS VAL\,!" HP HIGH POINT sea SEWER CLEANOUT WV WATER VALvf" --S -SEWER LINE --G -GAS LINE --W-WATER LINE --£ -ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: CITY OF NEWPORT BEACH R.C.E.~IJ./..~XPIRES oW/4/oJ Drown by: D. W. Checked by: R.H.C Recommended: 428 CABRILLO TERRACE PREPARED BY: DRAWING NUMB£R t------t-----t---+-----------+---+-------------------l APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/AT[S 00-1269 fffi)() /£A(}{ El. W. !JJ![ 12 r------r------t---;------------t----+--------------------l EXPIRES ON : 12/31 /01 Sewer Plans: 24967 11/NTHC!IJ/ f£AOI, C4 926/8 5H££T NUMB£R MN: (JU) 8l8-f1i.i f AX: (lt/) M8-6J2J J.B._ OF __14_ ~ i"' ----/ ,,, ,,. / ,,, REVI SION S REFERENCE S DATE D~. BY NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: ESTIMATED COSTS CONSTRUCTION NOTES ESTMATB} OUANTTTES CD DEMO ExIsnNG CURB & GUTTER, DRIVE APPROACH 714 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS 0 SUCH AS STEEL PLA IFS, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 116 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION JO s.r. ® OF Jn A.C. OVER 4• A.8. CONSTRUCT RESIDENTIAL DRMWAY APPROACH TYPE Ill PYR 121 s.r. CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE II @ CONSTRUCT CURB AND CUTTER PER SECTION JO L.F. A-A SHEET 2 563 s.r. ®SALVAGE AND REPLACE ALL FLAGSTONE LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE EPB ELECTRIC PULLBOX FH FIRE HYDRANT fl FLO'M..INE FS FINISHED SURFACE GM GAS METER CV GAS VALVE HP HIGH POINT sco SEWER CLEANOUT TELEMH TELEPHONE MANHOLE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER ~ WATER METER WV WATER VALVE --s -SEWER LINE --G -GAS LINE --w--WATER LINE --E-ELECTRICAL LINE Prepared under supervision of R.H. CAHL Dote: ( ~/4,L, 5' /;; /01 CITY OF NEWPORT BEACH R.C.E. No. 21005 EXPIRES 09/J{)/Or Drown by: D. W. Checked by: R.H.C Recommended: 421 CABRILLO TERRACE PREPl<RE:D BY: ORA WING NUMBER ,-----r------t----t-------------t---+------------------_j APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 1 -----r------t----t-------------t---+------------------_j EXPIRES ON : 12/31/01 JONES, CAHL if ASSOC/A 1[S 00-1269 1/KJ!KJ /IA(J/ fl W. 9111£ 12 llHTNCra; IE_Afll. ~ 926m SHEET NUMBER Sewer Plans: 24967 Pf/IX: (lU} 818-0:ii6 FAX: (lU} 8/8-6122 .1iL OF -1A_ Cf --- • ---:----!... .. -----:------ E:STIMA TED COSTS ------- I -----------_..,r-------·-7 "-------------------1------------1138 ao EEi 420 CONSTRUCTION NOTES ESTMATED OUANTTTES 0 DEMO EXISTING CURB .t GUTTER, DRIVE APPROACH 102 S.F. ASPHAL TlC CONCRE~ ANO ANY OBSTRUCTIONS 0 SUCH AS STEEL PLAi'ES, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 51 L.F. SCALE: 1 "=10' (D PATCH WITH ASPHAWC CONCRETE MINIMUM SECTION 22 S.F. ® OF J" A.C. OVER ,r A.B. CONSTF?UCT RESIDENTIAL DR/vfWA Y APPROACH TYPE Ill A~R 80 S.F. CITY STD-164-l , X=2.5' {UOOIF!ED PER SHEET 2 CASE I @CONSTRUCT CURB AND GUTTER PER SECTION 22 L.F. A-A SHEET 2 S.F. ®REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT IFL FLOWLINE TEL£P8 TELEPHONE PUUBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VAL\lf: HP HIGH POINT sco SEWER CLEANOU T WV WATER VALVE --s --SEWER LINE --c -GAS LINE --w--WATER LINE --£-ELECTRICAL LINE r----~r---r--_R_£r--V._Y_s_1o_N_s _____ r----+-----R_£_F_£_R_£_N_C_£_s ______ -l Prepared under~ 5/~/41 DA TE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R. C.E. No. 21005 EXPfRES 09/J0/011 CITY OF NEWPORT BEACH 420 SERRA DRIVE Drown by. 0. W Checked by. R.H.C Utility Plans: Recommended: i-------t----t------it------------+----+---------------------J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 r------r----;----;--------------+----+-------------------_J EXPIRES ON : 12/31/01 Sewer Plans: 24967 PR£PARE:D B Y: IJN[S, CAHL & ASSOC/A TES /11}() f£ACH El. ID. 9)![ 12 llllTNCT(J{ BEA(}{, C4 9m PIKK.· (lU} ~-0566 f AX (11/) ~6Jl2 DRA ltfNG NUMBER 00-1269 SH££T NUMBE:R 2.Q_ OF ~ -~ ------ ,.,'0~ 4 ~ ,. . t '---"'..__,,,_, --f2. ---··· 416 ,8 --------------(f_ SERRADR- I I I ' I I I 1 ESTIMATED COSTS CONSTRUCTION NOTES ESTMA.TED OUANTTTES (j) DEMO [XISnNG CURB &: GUTTER, DRIVE APPROACH 125 S.F. ASPHALTIC CONCRETE. ANO ANY OBSTRUCTIONS ® SUCH AS STEEL PlAiFS. CONCRETE COVERED PIPES. PROTECT IN PLACE -EA CH Q) SAWCUT 52 L.F. © PATCH 'MTH ASPHA nc CONCRETE MINIMUM SECnON 21 S.F ® OF 3M A.C. OVER 4• A.B. CONSTRUCT RESIDtNTIAJ. DRM'WA Y APPROACH TYPE Ill PER 704 S.F ©CITY STD--164--L, X=25 {UOOIFTED PER SHEET 2 CASE I) 21 L.F CONSTRUCT CURB ANO GUTTER PER SECnON A-A SHEU 2 S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEf-0 CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT FL FLOWLINE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX \.1? VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VAL\if' HP HIGH POINT sea SEWER CLEANOUT WV WATER VALVE --s -SEWER LINE --G -GAS LINE --w -WATER LINE --E -ELECTRICAL LINE r---=-,----r--R--.-E_Vi_,_s_1_o_N_s ____ .---f----R_E_F_E_R_E_N_C_E_s ____ _j Prepared unde~ F);~ /oJ DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.CE No. 21005 EXPIRES 09/JO/VT C:ITY OF NEWPORT BEACH 416 SERRA DRIVE Drown by: O. W. Checked by: R.H. C Utility Plans: Recommended: PREPARED BY': ,-----t-----t---t------------+---+------------------____j APPROVED :BILL PATAPOFF. P.E. R.C.E. NO. : 24967 ,-----t-----t---t------------+---+------------------____j EXPIRES ON : 12/31 /01 Sewer Plans: 24967 DRAWING NUMBE::R JONES, CAHL & ASSOC/AT£S 00-7269 /Im) flA(){ El. WJ. ~l[ 12 IJJl!NCT(J{ BEA(){, C4 92618 SHEU NUMBER Pl/IX: (lU) 818--o566 f Al: {lU} 8/8--6321 _2L OF ....1..4:._ ---- . .,,,::.):...------ ----•· T EXJSTING UTILITY) ___ rs_ro _ Gf1A~ _ ~ - - VJ I w 0::: ~) ---<'. .______ r-f''• EBTIMA TED COSTS SCALE: 1"=10' \ ~) r 31~ "'> f ~-..... ~ ......._J , -'--.------..._ ~ .... I .1, \ <100 I (,_ "') ,1 (_ ) CONSTRUCT70N NOTES EBTMATED OUANTTTES (f) DEMO EXISTTNG CURB &-GUTTER, DRIVE APPROACH 212 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTTONS ® SUCH AS STEEL PLA ;ts, CONCRETE COV[RED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 66 L.F. © PATCH 'MTH ASPH TIC CONCRETE MINIMUM SECTION 26 S.F. ® OF 3• A.C. OV[R 4• A B. CONSTRUCT RESIDENllAJ.. DRl'vfWA Y APPROACH TYPE Ill P.~R 186 S.F. CITY STD-164-L, X=2.5' {MODIFIED PER SHEET 2 CASE I @CONSTRUCT CURB AND GUTTER PER SECTTON 26 L.F. A-A SHffT 2 4 S.F. ®REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIR£ HYDRAN T TSPB TRAFFIC SIGNAL PULLBOX FLOWLINE VR VENT RISER FS FINISHED SURFACE Ml WATER METER GM GAS METER GV GAS VAL\!£" WV WATER VAL VE --S -SEWER LINE HP HIGH POINT sea SEWER CLEANOUT --G -GAS LIN£ --W-WATER LINE --£ -ELECTRICAL UN£ ~:-:--==---~-=--:-:-:--:----"-T--R-Er-V._1_s_1_o_N_s ____ ----,----1----R-E_F_E_R_E_N_C_E_s _____ ___j Prepared u nd er~ S-)l;/()1 DA TE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.C.E. No. 21005 EXPIRES 09/J0/01 1 CITY OF NEWPORT BEACH 400 CORTES CIRCLE Drown by: D. W Checked by: R.H.C Utility Plans: Recommended: ,-----t----t----t-----------+---+------------------_j APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 1 ---1 --,-----r-----------+---+------------------_J EXPIRES ON : 12/31 /01 Sewer Plans: 24967 PREPARED BY: JON[S, CAHL & ASSOC/A TES !If)!}() fD/JI OJfJ. 9Jll[ 12 llNTNCl(}I /£A{)/, CA 9U PHU£: {lU} 818-fM6 f Al: {711) 818-6322 ORA ~NG NUMBER 00-1269 SH£E"T NUMBE"R 22._ OF _H -, . :~, V) -- --- J__ EA~~ CONCl-- S/W ~~~ SCALE: 1"=10' Cf_ SERRA DR -----------11 ------- ' , .,.. -------t;!!_,--.~ ---.L -- --.j ( ... ..,. 400 ESTIMATED COSTS CONSTRUCTION NOTES ESTMATED OUANTTTES 0 DEMO EXISTING CURB &-GUTTER, DRIVE APPROACH ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PlA its, CONCRETE COVERED PIPES. PROTECT IN PLACE 0 SAWCUT © PATCH WTTH ASPHALTIC CONCRETE MINIMUM SECTION ® OF J" A.C. OVER 4• A.B. CONSTT?UCT RESIDENTIAL DRl~WA Y APPROACH TYPE Ill PER CITY STD-164--L, X=2.5' (MODIFIED PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 0REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE H YDRANT FL FLOWLINE FS FINISHED SURFACE GAS METER SMH TELEMH TELEPB TSPB VR "™ WV 116 - 56 24 92 24 - GM CV GAS VAL V[ --s- HIGH POINT --G- S.F. EACH l.F. S.F. S.F. L.F S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAmc SIGNAL PULLBOX VENT RISER WATER METER WATER VALVE SEWER LINE GAS LINE HP sco SEWER CLEANOUT --W --WA TER LINE --E --ELECTRICAL LINE i-----r----,--R~E_v._,_s_1_o_N_s ____ -.-----i1------R-E_F_E_R_E_N_C_E_s ____ __.j Prepared under s~M !1/i1)()J DA TE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R. C.E. No. 21005 [XP:RES 09/J0/01 CITY OF NEWPORT BEACH 400 SERRA DRIVE Drown by. D. W. Checked by. R.H. C Utility Plans: Recommended: i--------r---t---t-------------+----t---------------------J APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 i------t----t---t------------t----t--------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 PREPARED B Y: .lJN[S, CAHL & ASSOC/A TES !!».JO 1£Af11 fl. la :1Jl[ 12 llNTNCTfJI 8£Af11. ~ 926M PH(X: (lU) 8/8--();;66 FAX (lH) 8/8-6J22 DR,t,, WING NUMBER 00-1269 SHEET NUMB£R .2.l_ OF _li. ---,.. __ ---· ·--· ---· ---· ·--· 425 _J -----------0..D.JJST EXISnNG unuTY lVAUL TS TO GRAD£ ( '-' 7 u u I 12-, . .JB • t,. L • r, " I A It~ ~:, "I, .,.6 S~c j ~ ADJUST EXISnNJ unuTY VAULTS TO GRADE ESTIMATED COSTS CONSTRUCT70N NOTES ESTMA7ED OUANTTTES (j) DEMO EXISnNG CURB &-CUTTER, DRIVE APPROACH 222 S.F. ASPHALnC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL Pt.A its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH SCALE: 1 "=1 O' MORN/N(I; CANYON RD,./'~ I c:/'\c l_(/) ---------------------------~-------. Cf_ Q) SAWCUT 69 l.F. © PATCH WITH ASPHAlnC CONCRETE MINIMUM SECnON 14 S.F. ® OF JH A.C. OVER 4• A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH rrPE Ill PER 208 S.F. CITY STD-164-L, X.-2.5' {UOOIFIED PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER P[R SECTION 14 l.F A-A SHEET 2 (!)REPLACE BRICK OR BRICK RIBBON IN KIND 13 S.F CAPB CABLE PUUBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT IFL FLOWLINE FS FINISHED SURFACE GM GAS METER GV GAS VALtif" HP HIGH POINT sea SEWER CLEANOUT r----,---r-_R_Er-Vi_,_s_,_o_N_s _____ r---+-----R_£_F_£_R_£_N_C_£_s _____ --l Prepared unde~ sp;/1) I R.C.E. No. 21005 EXPIRES 09/J0/011 DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: Drown by: 0. W. Checked by: R.H.C Utility Plans: Recommended: APPROVED : BILL PATAPOfF, P.E. r------;----1-----t-------------;-----+----------------------l R.C.E. NO. : 24967 i--------r---t---t--------------r---+----------------------l EXPIRES ON : 12/31/01 Sewer Plans: 24967 LEGE~ SMH SEWER MANHOLE TELEMH TELEPHONE MANHOLE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER M.,{ WATER METER WV WATER VAL VE --s -SEWER LINE --c -GAS LINE --w--WATER LINE --£-ELECTRICAL LINE CITY OF NEWPORT BEACH 425 \ 427 MORNING CANYON PRE.P,._RW B Y: XJN[S, CAHL if ASSOC/A 1£S !Im? ED£11 !DfJ. !DTE 12 IIJITNC TfJI fD(}I, C4 92618 fllfH: {lU} 8/8-{f,,66 f Al: (71!) 818-6322 DR,._ WING NUMBER 00-1269 SH££T N UMBER 24_ OF _M -----------------Cf_ MORNING CAN (J) NRQ ---;,;=y-- .. rL''. ~$, s~ ej---· t. p 126.04 FL (J) f----------------~' V 126.14 FS .'\." -:, ~,t0 I I I ---7 432 MATCH EX/SllNG : ~ I ) fY I I "'· LAT~ £.fsn c < c I <' .~ I "'- ;V-.> ."~ ' I : "'":~ sw-; ~--, , ...,y ----__L -\ I r _/ _ __,,__-,-~,...,.......· --,-..,.,-..,...-7"""""-.......-:,-----',' ~,A.•,,: '-J .-r MATCH EXtSnNc n 25 28 EEi AT GARAGE I SCALE: 1"=10' -. ESTIMATED COSTS CONSTRUCTION NOTES ESTMATED OUANTTTES 0 DEMO EXISllNG CURB «!' CUTTER, DRIVE APPROACH 588 S.F. ASPHAL TIC CONCRETE, AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLAlt'S, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 111 L.F. © PATCH 'MTH ASPHAL TIC CONCRETE MINIMUM SECTION 20 S.F. ® OF J n A.C. OVER 4n A.B. CONSTRUCT RESIDENTIAL DRl~WA Y APPROACH TYPE Ill PER 568 S.F. CITY STD-164-L, X=25' (U(){)IFIED PER SHEET 2 CASE I) @CONSTRUCT CURB AND CUTTER PER SECTION 20 l.F. A-A SHEET 2 S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE THEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX FH FIRE HYDRANT TELEPB T£LEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX I.C-L FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VALVE HP HIGH POINT sco SEWER CLEANOUT WV WATER VA L VE --S -SEWER LINE --G -GAS LINE --W -WATER LINE --E -ELECTRICAL LINE r-----,-----,--R--,£_v._1_s_1_o_N_s _____ .-----+----R_E_F_E_R_E_N_C_E_s _____ __J Prepared lu~d~l 5/2~/~, DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.C.E. No. 21005 EXPIRES 09/J0/01 CITY OF NEWPORT BEACH 432 MORNING CANYON Drown by: {). W Checked by: R.H.C Utility Plans: Recommended: PRE:P,-,RED BY: r------r---t-----t-------------t---+-------------------_J APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 1 -----r---t-----t-------------t---+-------------------_J EXPIRES ON : 12/31/01 Sewer Plans: 24967 DRAWING NUMBE:R JJN[S, CAHL & ASSOCIAT£5 00-1269 ffllK) !£AO/ fl.If/. :11/lE 12 IIJITJICT(J( llAOI, ~ 926/8 Pf/()£: (11{} 818-fliJ6 SHEE:T NUMBER f Al: (JU) 818-6J2J 2.5... OF _AA_ 'J DATE OWN. BY I I -1--" / ) I 1 J' I .,. I ,~~ REVI SIONS NO. DESCRIPTION ~· ----d2.s·L-- • ::i ~') <s.-. ; • GROU TED ROCK BORDERS 1129 QS EEi 436 REFERE NCES APPR. BY Standard Plans: Utility Plans: ST EXISnNG unuTY) TS TO GRADE J C.ONC; SCALE: 1''=10' ESTIMATED COSTS CONSTRUCTION NOTES ESTMATED OUANTTrES (j) DEMO EXISTING CURB &-GUTTER, DRIVE APPROACH ASPHAL TIC CONCRE~ AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE Q) SAWCUT © PATCH WITH ASPHAl TIC CONCRETE MINIMUM SECTION ® OF J" A.C. OVER 4• A.8. CONSTRUCT RESIDENTIAL DRllf'WA Y APPROACH TYPE Ill P,~R CITY STD-164-L, X::2.5' (M(){)IF/ED PER SHEET 2 CASE I @ CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 0 REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX EMH ELECTRIC MANHOLE £PB HECTRIC PULLBOX FH FIRE HYDRANT IFL FLOWLINE FS FINISHED SURFACE GAS METER SMH TELEMH TELEPB TSPB VR M.{ WV 465 - 95 21 445 21 - GM GV GAS VALV£ --s - --G - S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULL80X VENT RISER WATER METER WATER VALVE SEWER LINE GAS LINE HP HIGH POINT SEWER CLEANOUT --W-WATER LINE sco --E -ELECTRICAL LINE Prepared under supervision of R.H. CAHL Dote: C ~J.j.J___ S/21/01 CITY OF NEWPORT BEACH R.C.E. N<>. 21005 [XPIRES 09/JQ/oi ' Drown by. O. W. Checked by. R.HC Recommended: 438 MORNING CANYON PREPARED BY: CHU WING NUMBER i------1-----t-----t------------+---+------------------____j APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 i------1-----t-----t------------+---+------------------____j EXPIRES ON : 12/31/01 JONES, CAHL & ASSOC/A ffS /{f]!/(} flA(}I [IJf). $!![ 12 HJITNCTCH Ill,{)/, C4 92.iM ffl(J{: (111) 818-0565 00-1269 Sewer Plans: 24967 f Al: (111) 818-6322 SHEET NUM~R 26_ OF -11_ --t-, •: : I· ~g f s f 1 i I Vi ;; l m ) ESTIMATED COSTS CONSTRUCTION NOTES B!ml.'4TED OUANT1TES 0 DEMO EXISTING CURB &-GUTTER, DRIVE APPROACH ASPHAL TIC CONCRETE.it AND ANY OBSTRUCTIONS 79 S.F. ® SUCH AS STEEL PLA S, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT J8 L.F. © PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION 14 S.F. ® OF J" A.C. OVER 4 • A B. CONSTRUCT RESIDENT1A1. DRIVEWAY APPROACH TYPE Ill PER CITY STD-164-L. X=2S (J.IODIF1£0 PER SHffT 2 CASE I) 65 S.F. @ CONSTRUCT CURB AND GUTTER PER SECTION 14 L.F. A-A SHEU 2 ®REPLACE BRICK OR BRICK RIBBON IN KIND -S.F. CAPB CABLE PUUBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT lcL FLOWUNE FS FINISHED SURFACE GM GAS METER GV GAS VAL ~ HP HIGH POINT sea SEWER CLEANOUT LEGEND SMH TELEMH TELEPB SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER WM WATER METER ~ WATER VAL V£ --S -SEWER UN£ --G -GAS LINE --W -WATER LINE --E -ELEC TR/CAL LINE r-----,-----,---R----,E_Vi_l_S_I_O_N_S _____ .----+----R_E_F_E_R_E_N_C_E_s _____ __j Prepared un~ S j;;/01 DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.C.f . No. 21005 EXPfRES 09/30/01 1 CITY OF NEWPORT BEACH 456 MORNING CANYO.N Drown by: D. W. Checked by: R.H.C Utility Plans: Recommended: PRE:PARf:D BY.· 1 ___ 1 __ 7 __ ---r------------+---+-----------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 DRAWJNG WUIIIBER JONES, CAHL &-ASSOC/A TES 00-1269 IEmJ 1£AOI fl.'tfJ. 911[ 12 ,---,----t-----r------------+---+-----------------------lEXPIRES ON : 12/31/01 Sewer Plans: 24967 11./NTIICT(J{ [£),Of, C4 926~ SHEET NUMBER PHoc-(111) 848-o565 FAX: (111)8/8-6322 .n_ OF ~ SEAWARD Ro -- -------~--r~-- ---------------------- Ir'~ ES EAVE I EST1MA TED COSTS CONSTRUCT70N NOTES EB7MATED OIJANTTTES (]) DEMO EXISllNG CURB &., GUTTER, DRl'vf: APPROACH 323 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCllONS ® SUCH AS STEEL Pi.A its, CONCRETE CO'vf:RED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 87 L.F. SCALE: 1''=10' © PATCH 'MTH ASPHAL TIC CONCRETE MINIMUM SECnON 37 S.F. ® OF J" A. C. OVER 4 . A.B. CONSTRUCT RESIDENT/Al.. DRIVfWA Y APPROACH rrPE Ill PER 286 S.F. CITY STD-164-L, X=2.5' (MOOIFTED PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER PER SECllON 37 L.F. A-A SHEET 2 S.F. (j)REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEI\O CAPB CABLE PUUBOX SMH 5£W[R MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX L FLOWLINE VR VENT RISER FS FINISHED SURFACE 11,1,.f WATER METER GM GAS METER GV GAS VAL~ HP HIGH POINT sco SEWER CLEANOUT WV WATER VALVE --s -SEWER LINE --c -GAS LINE --w-WATER LINE --E -ELECTRICAL LINE i--------,-----,,--R----,E_v._1_s_1_o_N_S ____ .-----1-----R-E_F_E_R_E_N_C_E_S _____ ____j Prepared u nd e~ ./11 0 I DA TE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R. C.E. No. 21005 EXPIRES 09/JO/t)t 1/i CITY OF NEWPORT BEACH 465 Drown by: D. W. Checked by: R.H.C Utility Plans: Recommended: r------t----t------t------------t----+----------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 EXPIRES ON: 12/31/01 (')~ i------r-----t---t--------------+----t-S_ew_e_r _P_la_ns_: ______________ __j (...,_A.,._J"-'ill-<><..lrnu. .... =:::_=, '""'"'~------ CITY ENGINEE C. . o. 24967 SEA WA RD ROAD PREPARED BY: JJl[S, CAHL & ASSOC/A TES /fflJ{) /El,{}{ fl. If)_ !}Jl[ 12 JIJITIICT(J{ B[Afll, ~ 926/8 fl/{Jf: (11{} 8{8-0$6 FAX: (711} 818-6322 ORA lfl,fNG NUt#I:R 00-1269 SHEE:T NUMBER _2E__ OF~ SCALE: 1"=10' DATE OWN. BY 449 1124_ 21 EFI ~u 2~4~2=3-r-r1 -..9 I _,. -<; __, ;.:.C' :.0 V'l _J ----===---=' =---=- REVISIONS NO. DESCRIPllON REFER ENCES APPR. BY Standard Plans: Utility Plans: J C C EPB ESTIMATED COSTS CONSTRUCTION NOTES (_j) DEMO EXISnNG CURB &-GUTTER, DRIVE APPROACH ASPHAL nc CONCRETE. AND ANY 08S TRUCllONS ® SUCH AS STEEL PLA TFS, CONCRETE COVERED PIPES. PROTECT IN PLACE Q) SAWCUT © PATCH WITH ASPHAJ. 11C CONCRETE: MINIMUM SECnON ® OF J# A.C. OVER 4• A.8. CONSTRUCT RESIDENT/Al DRIV[WA Y APPROACH TYPE Ill PER arr STD-164-L, X=2.5' (MCOIFIED P[R SHffT 2 CASE I ) @ CONSTRUCT CURB AND GUTTER PER SECnON A-A SHEET 2 0 REPLACE BRICK OR BRICK RIBBON IN KIND LEGEro CAPB CABLE PUUBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT lr:-L FLOWLINE SMH TELEMH TELEPB TSPB VR ES1MA. TED OUANTTTES 191 - 63 28 163 28 19 S.F. EACH L.F S.F. S.F. L.F. S.F SEW[R MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER FS FINISHED SURFACE WU WATER METER GM GAS METER GV GAS VALVE HP HIGH POINT sea SEWER CLEANOUT WV WATER VAL VE --S -SEWER LINE --G -GAS LINE --W -WATER LINE --E -ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: ~ 5 /21/01 CITY OF NEWPORT BEACH R.C.[. No. 21005 EXPIRES 09/J0/01 ' Drawn by: O. W. Checked by: R.H. C Recommended: 449 SEAWARD ROAD PREPARED BY: ORA WING NUMBER ,-----t-----t----t-------------t---+-------------------l APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JJN[S, CAHL if ASSOCIAT£S 00-1269 fff}!}/) [E),fll fl.',(). !UT[ 12 ,-----t-----t----t-------------t---+-------------------l EXPIRES ON : 12/31 /01 Sewer Plans: 0. 24967 IIJITNC!(JI BEACH, Cf 92518 f'lffJC: (lU) 818-()566 SHEET NUMBER f AJ: (JI/) M8-6J2J -2.9_ OF _AA_ ~ -A ~-- ,I ~ .,..n 8,...,3 ..... -1 4,---EE~I IIATCH £X1SllNG 5 I . .. ,,, I "(.:::, ~ l.iJ ,~~ : ~ ' CALa:: 1 "= 1 O' I I } __ 1~ _ ___ [ t=r-1==--===:f_~===S====E~A:::::::::W:====-=:4~:":::::::R~D===~R==D ~·:a_~~,a~~-,2 ~,o~':b--:r ==~~ 1 -___ _ -> ·o, -1p -1~ ESTIMATED COSTS CONSTRUCTION NOTES ESTMATED OUANTTTES CD DEMO EXISllNG CURB ~ GUTTER, DRl\lf: APPROACH 549 S.F ASPHAL TIC CONCRETt. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE CO\lf:RED PIPES. PROTECT IN PLACE -EACH Q) SAWGUT 112 L.F. © PATCH 'MTH ASPHALTTC CONCRETE MINIMUM SECTION 15 S.F. ® OF J" A.C. OVER 4· AB. CONSTRUCT R£S/0£NTIAJ, DRIYFWA Y APPROACH TYPE Ill P.1R 534 S.F. CITY STD-164-L, X=2.5 {U(X)IF/£0 PER SHEET 2 CASE I @ CONSTRUCT CURB ANO CUTTER PER SECTION 15 L.F. A-A SHEET 2 S.F. (?)REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEf\D CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT FL FLOWLIN£ TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER FS FINISHED SURFACE GM GAS METER GV GAS VAL\if: HP HIGH POINT sea SEWER CLEANOUT WM WATER METER WV WATER VALVE --s -SEWER LIN£ --G -GAS LIN£ --w-WA TER LIN£ --£-ELEC TR/CAL LIN£ r-·---,-----,--R--,£_v._,_s_1_o_N_s _____ -.------+----R_£_F_£_R_£_N_C_£_S _____ ____J Prepared und~L !:) (i,e) 6 / DA TI DWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R.C.E. No. 21005 EXPIRES 09/JOfiJ1 ' CITY OF NEWPORT BEACH 600 SEAWARD ROAD Drown by. D. W Checked by: R.H.C Utility Plans: Recommended: i-------t----t-----t------------+----+--------------------J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 i---------t----t-----t------------+----+--------------------J EXPIRES ON : 12/31 /01 Sewer Plans: CI TY ENGINEER R.C.E. No. 24967 PRE:PAReD B Y: JON[~ CAHL &-ASSOC/A Tf S lffJ!JO fEA(J{ EDfJ !lll[ 12 llNfllCT(J{ BEA()/, C4 926~ PfllH: (JU) 8~-D$6 FAX: (JU) 818-6321 DRA'MNG NUMBER 00-1269 SHE:E:T NUMBER _3.Q_ OF __44_ (_ DATE OWN. BY 532 CONST JOINT ---------- RE VISIONS REFERENCES NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: I I I I ~~~ SCALE: 1"=10' ,,-)..,,~ ~ , }=_- r I . -------------- ~ ,, ' I I ~ R.C.f. No. 21005 Drown by. D. W. Checked by. R.H.C Recommended: EST/MA TED COSTS CONSTRUCT70N NOTES E6TMATS:) OUAN1TTES (J) DEMO EXISnNG CURB &-CUTTER, DRIVE APPROACH 85 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCnONs ® SUCH AS STEEL PLA ll""S, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 40 L.F. © PATCH WITH ASPHALT!C CONCRETE MINIMUM SECnON 16 S.F. ® OF 3n A.C. OVER 4• A.B. CONSTRUCT RESIDENTIAL DRllifWA Y APPROACH TYPE Ill PER 69 S.F. CITY STD-164-L. Xz2.5' {MCOIF/£0 PER SHEET 2 CASE I) @ CONSTRUCT CURB AND CUTTER PER SECnON 16 L.F. A-A SHEET 2 S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEt-0 CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX FH FIRE HYDRANT TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX L FLOWLINE VR VENT RISER FS FINISHED SURFACE WU WATER METER GM GAS METER GV GAS VALVE HP HIGH POINT sco SHYER CLEANOUT WV WATER VALVE --s -SEWER LINE --G-GAS LINE --w--WA TER LINE --E-ELECTRICAL LINE f R.H. CAHL Date: 5 11 10 J tXPIRES 09/JO '01 f' CITY OF NEWPORT BEACH 532 DE ANZA DRIVE PRf:P,O.Rro B'r. OR,o. 'MNG NUMBER r----;----t---,i-------------+---+-----------------------1 APPROVED : BILL PATAPOff, P.E. R.C.E. NO. : 24967 JJl[S, CAHL & ASSOCIATES 00-1269 f l1JJ() f£ACH [JJfJ. :111£ 12 i-----;----t---,i-------------+---+-----------------------1 EXPIRES ON : 12/31 /01 Sewer Plans: 24967 llJITNClfJI BEA(){, ~ 92618 SHEET NUMBER f1KN: (711) 8/8-0$6 f M: (711) 8/8-6J22 _..31_ OF ~ DATE OWN. BY ' r I REVISIONS NO. DESCRIPTION MATCH EXISTlNG r SCALE: 1 "= 10' _____ .__.------------- 557 REFERENCES APPR. BY Standard Plans: Utility Plans: ' r I -<' I j f ESTIMATED COSTS CONSTRUCTION NOTES 0 DEMO EXISTlNG CURB Jc GUTTER, DRIVE APPROACH ASPHALTlC CONCRETE. AND ANY OBSTRUCTlONS ® SUCH AS STEEL PlA lFS, CONCRETE COVERED PIPES. PROTECT IN PLACE Q) SAWCUT © PATCH WITH ASPHAL nc CONCRETE MINIMUM SECTlON ® OF J" A.C. OVER 4• A.8. CONSTRUCT RESIDENllA!. ORtl-fWA Y APPROACH TYPE Ill PER CITY STD-164-L, X=Z5' (MOD!Fl[O PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER PER SECTlON A-A SHEET 2 0SAL VAGE AND REPLACE BRICK RIBBON LEGEl'O CAPB CABLE PULlBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PUUBOX FH FIRE HYDRANT IFL FLOWLINE SMH TELEMH TELEPB TSPB VR ESTMATED OUANTTTES 456 - 93 22 444 22 35 S.F. EACH L.F S.F S.F. L.F. S.F SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER FS FINISHED SURFACE l¾-f WATER METER GM GAS METER GV GAS VALVE' HP HIGH POINT sea SEWER CLEANOUT WV WATER VAL VE --S -SEWER LINE --G -GAS LINE --W -WATER LINE --E -ELECTRICAL LINE te: ~~----'!"'-~'--""<:L.L"-~;__---=:-,.~~1 I CITY OF NEWPORT BEACH 557 Drown by. D. W. Checked by: R.H.C SEA WARD ROAD Recommended: PREP,.,RED BY: DR"' WING NUMBE:R i-------t------t---+-----------+---+-------------------_J APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JON[£ CAHL & ASSOC/A TES 00-1269 /tm) Ell,()/ ll. KJ. !JJ![ 12 i------t----t-----t-------------+---+------------------_J EXPIRES ON : 12/31/01 Sewer Plans: 24967 HJITNC!(Jf B[AOI, C4 92618 SHEET NUMBER PIKJl: (lU) 818-0566 f AX-(lU} 8m-6J22 _.32_ OF -14_ \ \ \ \ \ DATE ,JI \ OWN. BY ----- 609 EAVE MATCH EXISnNG AT GARAGE ... r...,-r-___ __ -~- \ \ -------\ ------d. _,...1- R E VISIONS REFER E NCE S NO. DESCRIPTION APPR. BY Standard Plans: Utility Plans: EXISTING STAIRS ------ ~-SCALE: 1 "=1 o· l=S'TIMA TED COSTS CONSTRUCT70N NOTES CD DEMO EXISTING CURB ct GUTTER, DRIVE APPROACH ASPHAL TIC CONCRET[ AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA 1FS, CONCRETE COVERED PIPES. PROTECT IN PLACE Q) SAWCUT G) PATCH WITH ASPHAL TIC CONCRETE MINIMUM SECTION ® OF 3" A.C. OVER 4" A.B. CONSTRUCT RESIDENTIAL DRlvfWA Y APPROACH T'rPE Ill PER CITY STD-164-L, X=Z5' (UOOIFIED PER SHEET 2 CASE II) @CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 0 REPLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PUUBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT h FLOWLINE FS FINISHED SURFACE GAS METER SMH TELEMH TELEPB TSPB \IR WM WV EST&IATB:> OUANTTTE5 429 - 95 32 395 32 4 S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER WATER METER WATER VALVE GM GV GAS VALV£ --s -SEWER UN£ HP HIGH POINT sea SEWER CLEANOUT --G --GAS LINE --W --WATER LINE --E --ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: CITY OF NEWPORT BEACH ~ ~/ltjo/ R.C.E. No. 21005 EXPIRES 09/JOjt)t' Drown by. O. W. Checked by. R.H.C Recommended: 609 SEA .WARD ROAD PREPARED BY: DRAWING NUMBER ,-----r---r-----,i-------------+---+---------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JJN[S, CAHL J ASSOC/A TES 00-1269 llllJO !£AO/ El. W. !JJ/1[ 12 r--------r----t-----r-----------+----t---------------------1 EXPIRES ON : 12/31 /01 Sewer Plans: 24967 IIJl!NCT(JI l£ACII, C4 926!8 Pll{N.: (lU) 8/8-0$6 SHEET NUMBER f Al: (111} 818-6122 ..,13_ OF _H_ f2-~~-----~ ME/;jf?OZ~63TE[j,:'""" ________ _ 196.59 -----------_ --...,;,-;------ - y ', ',- t -, .,, ,>--< ,,. DATE OWN. BY EAVE~' I I REVISIO N S NO. DESCRIPTION !FF 196.26! 448 I i REFEREN CES APPR. BY Standard Plans: Utility Plans: E:STIMA TED COSTS CONSTRUC770N NOTES ESTMATED OUANTITES (j) DEMO EXISTING CURB &-CUTTER, DRIVE APPROACH 109 S.F ASPHAL TIC CONCRETE, AND ANY OBSTRUCnONS 0 SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EA CH \ ----~\ ---r Q) SAWCUT 54 L.F. \ SCALE: 1''=10' © PATCH 'MTH ASPHAL TIC CONCRETE MINIMUM SECTION 24 S.F. ® OF r A.G. OVER r A.B. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH T'IPE Ill PER 85 S.F. ®CITY STD-164-l, X=Z 5' (MODIFIED PER SHEET 2 CA~ I) 23 l.F. CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 S.F. (!)REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEND CAPB GABL.£ PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX FH FIRE HYDRANT TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX n FLOWL.INE VR VENT RISER FS FINISHED SURFACE ~ WATER METER GM GAS METER GV GAS VAL\lf' HP HIGH POINT sea SEWER CL.EANOUT WV WATER VALVE --s -· SEWER LINE --G -GAS LINE --w-WATER LINE --E-ELECTRICAL LINE Prepared under supervision of R.H. CAHL Dote.· ~A!v< < 5 /t ,/41 CITY OF NEWPORT BEACH R.C.£ No. 21005 EXPIRES 09/30/01 Drown by: D. W. Checked by: R.H. C Recommended: 448 MENDOZA TERRACE PREPARED BY: DRAWING NUMBER ~-----t----+---+------------+----+---------------------1 APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 .f)l[S, CAHL & ASSOC/A 1£S 00-J269 /ll1l{} /£A()! FJ. lfJ. !1/ITE I 2 r-------t-------t----t------------+----t----------------------1 EXPIRES ON : 12/31/01 w Sewer Plans: 24967 IUITNC!(JI !EA(}/, C4 926!8 PH(H: (111) 8/8-0566 SHEET NUM8£R [AX: {71!) 8/8-6Jl2 _J_1__ OF _H r1 I I I ( I _._ I --;i:---~ I j /'.· ~ Ck ... .... I I I r Q: r s ' I ------ s_/' ~ •J~r_;_,~j=-,~- -· -• ----r · -~·- -<.. --- >t-:&. . ~ -',, ~ 4 403 ,,.. r o.s.: -✓, ~ r ~·r---t----=~"~. ~--L_~-----,-- FS 110.34-FS 110.26 FL . --· ··--···-- 112.00 FS <. ;, 111. 91 FL ---Jz,?-~ MATCH '2,_...,.., £XISnNG ,_____ -1 r,~ ~ ~ ------ _____ Cf. SERRA DR -- -----.( °-'? SCALE: 1''=10' 11 4. ../!,} ------ ESTIMATED COSTS CONSTRUCTION NOTES EBTMATED OUAN11TES 0 DEMO £XISnNG CURB&., GUTTER, DRIVE APPROACH 379 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLAits, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 87 L.F. © PATC,,H WITH ASPHA_LnC CONCRETE MINIMUM SECnON 24 S.F. ® OF J A. C. OVER 4-A.B. CONSTRUCT RESIDENTIAJ.. DRl~WA Y APPROACH TYPE Ill PER 355 S.F. CITY STD-164--L, X=2.5 (UOOIFIED PER SHffT 2 CASE/I) @ CONSTRUCT CURB AND GUTTER PER SECnON 24 L.F. A-A SHEET 2 -S.F. 0R£PLACE BRICK OR BRICK RIBBON IN KIND LEGEND CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TEL£MH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX l~L FLOWLINE VR VENT RISER FS FINISHED SURFACE m,{ WATER METER GM GAS METER GV GAS VAL\IF HP HIGH POINT sea SEWER CLEANOUT WV WATER VALVE --s --SEWER LINE --G -GAS LINE --w--WATER LINE --£-ELECTRICAL LINE r-----,---,---R--,E_v._1_s_1_o_N_s _____ ,-__ -+ ____ R_E_F_E_R_E_N_C_E_s _____ ___j Prepared under superw~ °cJ;; ;~1 DA TE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: R. C.E. No. 21005 EXPIRES 09/30/01 CITY OF NEWPORT BEACH 403 I 405 SERRA DRIVE Drown by: D. W. Checked by: R.H.C Utility Plans: Recommended: t----,----t---t------------+---+----------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 r------.----t---i----------------t----+-----------------------1 EXPIRES ON : 12/31/01 Sewer Plans: 24967 ,fJN[S, CAHL if ASSOC/A TES /llJ!)() EfA(}{ El. W. !11![ 12 IIJ{TNJT(JI BEAi}{, C4 92618 PllfJf: {111) Bl8-o566 FAX: (11{} 8{8-6322 ORA WING NUMBER 00-1269 SHEET NUMBER _li OF _.H ,,--EAVE SCALE: 1''=10' R E VISI ONS DATE DWN. BY NO. DESCRIPTION 409 MATCH EXISnNG AT GARAGE -· ---------------- 1 5 ." ( \ \ \ \ I I I I I I I I R EFEREN CES APPR. BY Standard Plans: Utility Plans: ll I ' ~ • I • ""-\s m m \ 9ll \ 9ll \ 1> Q -:n -< m EST/MA TED COSTS CONSTRUCTION NOTES ESTMATED OUAN1TTES CD DEMO ExtsnNG CURB & GUTTER, DRIVE APPROACH ASPHAL nc CONCRETE. AND ANY OBSTRUCnONS 504 S.F. ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 97 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECnON 35 S.F. ® OF J N A.C. ovrn 4• A.B. CONSTRUCT R£SIDENT1Ab DRllifWA Y APPROACH TYPE Ill P.JR 470 S.F. ®CITY STD-164-L. X=2.5 (MODIA£D PER SHEET 2 CASE / 35 L.F. CONSTRUCT CURB ANO GUTTER PER SECnON A-A SHEET 2 (f) REPLACE BRICK OR BRICK RIBBON IN KIND 2 S.F. CAPB CABLE PUUBOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT L FLOWLINE FS FINISHED SURFACE GM GAS METER GV GAS VALi,£ HP HIGH POINT sco SEWER CLEANOU T LEGEND SMH TELEMH TELEPB SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER WM WATER METER WV WATER VAL VE --S -SEWER LINE --G -GAS LINE --W -WATER LINE --E -ELEC TR/CAL LINE Prepared under supervision of R.H. CAHL Dote: ~ S"/;1/41 CITY OF NEWPORT BEACH R. C.£. No. 21005 EXPIRES 09/30/01 Drawn by: D. W Checked by: R.H.C Recommended: 409 SERRA DRIVE PREPARED B Y: DRAMIING NUMBER 1------t-----t---+-----------+---+------------------_J APPROVED :BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JJN[S, CAHL &-ASSOC/A TES t/fJ!KJ EDCH OJO. !WE 12 IIJITNCTCW BUOi, C4 92618 PllfJ£: (lU) 8/8-0566 00-1269 r------r-----t-----t------------t----+-------------------_J EXPIRES ON : 12/31 /01 Sewer Plans: 24967 f AX (111) 818-6J22 SHEET NUMBER _36_ OF _H REVISION S DATE DWl'I. BY NO. DESCRIPTION s 143.85 143.68 I I I REFERENCES APPR. BY Standard Plans: Utility Plans: -:::: SCALE: t"=10' < EBT1MA TED COSTS CONSTRUCT70N NOTES EBTMATED OUANTTTES (j) DEMO EXISnNG CURB &-GUTTER, DRIVE APPROACH 103 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PLA ll"S, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 52 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECnON 19 S.F. ® OF 3" A.C. OVER 4• A.8. CONSTRUCT RESIDENTIAL 00\lcWA 'f APPROACH TYPE Ill PER 84 S.F. CITY STD-164-L, X=2 5' {UCOIFTED PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER PER SECnON 19 l.F. A-A SHEET 2 4 S.F. (f)REPLACE BRICK OR BRICK RIBBON IN KIND LEGEf\D CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX IFL FLOWLINE VR VENT RISER FS FINISHED SURFACE ~ WATER METER GM GAS METER GV GAS VALVE HP HIGH POINT sea SEWER CLEANOUT WV WATER VAL VE --S --SEWER LINE --G --GAS LINE --W --WATER LINE --£ -ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: l ~ S / 11/ b / CITY OF NEWPORT BEACH R. C.E. No. 21005 EXPIR£S 09/30/01 Drown by. O. W Checked by. R.H.C Recommended: -409 COR.TES CIRCLE PREPARED BY: DRAltlNG NUM8CR i---------t----t-----1r------------+-----+----------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 J:JV[S, CAHL & ASS{XfA TES l&JKJ /EA(}{ IUJ. 911[ 12 ltNTNCT(J( BEACH, ~ 92648 fWl: (lU) BfB-0566 00-1269 r------t----t-----1r------------+-----+----------------------l EXPIRES ON : 12/31 /01 Sewer Plans: 24967 f AX: (JU) 818-6]22 SHEET NUM8£R ..J]_ OF ~ ~ N t SCALE: 1''=10' ' ... ' \ .,...,__ ,, -y ... , ... ... \ ' 424 ... /ADJUST EXISnNG unuT l VAULTS TO GRADE ,p[(':, , ----,. - \ ~~ ~ .6!--~. t ,.. r ~ ~ \._RAISED ~ ~ ~ _ ~ PLANTER'\.. ,, ~,Q_.~~----~~ 0J? ~~ tsC, V -A c._·· 211.84 FS ..... .. ,.,_. ,if --r ~ -1 --...... ... ... ~ A TCH n• 1 6 '___:-_. EXISnNC -~C REVISIONS R EFERENCES DATE OWN. BY NO. DESCRIPllON APPR. BY Standard Plans: Utility Plans: ' ' f I f I I ( I ( I > I I I '. I .... ,,.. > w '"' I : .... ;, --~ 7 i ~ ',- ~ ESTIMATED COSTS CONSTRUCTION NOTES EflTMA TED OUANTTTES -. 0 DEMO EXISnNC CUKB & GUTTER, DRIV[ APPROACH 115 S.F. ASPHAL TIC CONCRETE, AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLATES, CONCRETE COV[REO PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 54 L.F. © PATCH WITH ASPHAl nc CONCRETE MINIMUM SECnON 21 S.F. ® OF J" A.C. OV[R 4• A.B. CONSTRUCT RESIDENTIAJ. DRlll[WA Y APPROACH TYPE Ill Pf 94 S.F. CITY STD-164-L, X•25 {UOOIFl[D PER SHEET 2 CASE I @CONSTRUCT CURB AND GUTTER PER SECnON 21 L.F. A-A SHEET 2 S.F. 0R£PLAC£ BRICK OR BRICK RIBBON IN KIND - LEGEt-0 CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX IFL FLOWLINE VR VENT RISER FS FINISHED SURFACE w WATER METER GM GAS METER GV GAS VAL\£ HP HIGH POINT sco SEWER CLEANOUT WV WATER VALVE --s -SEWER LINE --c -GAS LINE --w--WATE:R LINE --[-ELECTRICAL LINE Prepared under supervision of R.H. CAHl Dote: ~ 5 /11 /D1 R. C.E. No. 21005 [XPIR[S 09/JOJ'iit CITY OF NEWPORT BEACH 424 Drown by. D. W. Checked by: R.H.C RIVERA TERRA CE Recommended: PREPARED Br. ORA !+ING NU""8£il APPROVED : BILL PATAPOfF, P.E. r---------r---r---r----------------r---+---------------------" R.C.E. NO. : 24967 JJN[S, CAHL & ASSDaA TES ll»JIJ fEA()l flJfJ. 917[ 12 llJ{fNlT(J{ BEA{){, C4 926M PIKN: (JU) Bm-a566 00-1269 r------r---t---r-------------r---+--------------------~ EXPIRES ON : 12/31 /01 Sewer Plans: SHEF:T NUMBER 24967 f AX (JU} Bm-6}22 157.64 LIP 15756 FL · ,·.,, -----~~------*---->"',-~~ r·v, r : l l I '-, ~-1 '--' i_,, \. ( ?' ;,- '- SCALE: 1 »::;:1 O' I I \ \ l .\ \: \ I I I R E VISIONS DATE DWN. BY NO. DESCRIPTION ·-. --···----• • • --. . . --. . --__,_ __ ___ REFE RENCES APPR. BY Standard Plans: Utility Plans: I I \ I I \ I I \ ,..J rL ) ESTIMATED COSTS CONSTRUCTION NOTES (j) DEMO EXISnNG CURB cfc GUTTER, DRIVE APPROACH ASPHAL nc CONCRElf. AND ANY OBSTRUCTIONS 0 SUCH AS STEEL PLAitS, CONCRETE COVERED PIPES. PROTECT IN PLACE Q) SAWCUT © PATCH 'MTH ASPHALTIC CONCRETE MINIMUM SECTION ® OF 3" A.C. OVER 4• A.B. CONSTRUCT RESIDENTIAL DRlllfWA Y APPROACH T'rPE Ill PER arr STD-164-L, X=2.5' (MOOIFIED PER SHEET 2 CASE If) @CONSTRUCT CURB AND GUTTER PER SECTION A-A SHEET 2 0R£PLAC£ BRICK OR BRICK RIBBON IN KIND LEGEr-o CAPB CABLE PUU BOX EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT l FLOWLINE SMH TELEMH TELEPB TSPB VR EBTMATE> OUANTITES 127 - 53 20 107 20 3.2 S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VALVF HP HIGH POINT sea SEWER CLEANOU T WV WATER VAL VE --S -SEWER LINE --G -GAS LINE --W -WATER LINE --E -ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: CITY OF NEWPORT BEACH ~A./. < EXP~{;~~' Drawn by: D. W. Checked by: R.H.C Recommended: 432 CABRILLO TERRACE PREPARED BY: DRA W,NG NUMBER r----;----t---t-------------t----+-------------------__J APPROVED :BILL PATAPOFF. P.E. R.C.E. NO. : 24967 DIES, CAHL & ASSOCIATES f /f)!}() [£},(}/ 9.lfl. :}JT[ 12 IIJITlfCT~ BEA{}{,~~ fl/(1£: (111) 8!8-()566 00-1269 i-----;----t---t-------------t----+-------------------__J EXPIRES ON : 12/31/01 Sewer Plans: f Al: (lU} 8!8-6J2J SHEET NUMBER _3_9__ OF ....11._ 180, 4 I I -- EA VE--.._ 452 \ IEBTIMA TED COSTS CONSTRUCTION NOTES EBTMATED OUAN1TTES Q) DEMO EXISnNG CURB ~ GUTTER, DRIVE APPROACH 243 S.F. ASPHALnC CONCRETE. AND ANY OBSTRUCnONS ® SUCH AS STEEL PlA lFS. CONCRETE CO',,FREO PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 74 L.F. I I I © PATCH WITH ASPHALnc CONCRETE MINIMUM SECnON 27 S.F. ® OF 3" A.C. 01,,FR 4• A.8. CONSTRUCT RESJDENll DRIVEWA Y APPROACH TYPE Ill PER 216 S.F arr STD-164-L, X•25' (MOO/RED PER SHEET 2 CASE II) @ CONSTRUCT CURB ANO GUTTER PER SECnON 27 L.F. A-A SHEET 2 S.F. 0REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEt-0 CAPB CABLE PUUBOX SMH SEWcR MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX l FLOWLINE VR VENT RISER FS FINISHED SURFACE WM WATER METER GM GAS METER GV GAS VAL\/f HP HIGH POINT sco SE'NER CLEANOUT WV WATER VALVE --s -SEWER LINE --G -GAS LINE --w--WATER LINE --[-ELECTRICAL LINE REVISIONS REFERENCES DATE OWN. BY NO. DESCRIPTION APPR. BY Standard Plans: f R.H. CAHL Date: ~~~~~-=---=~-5~/tfai R. C.E. No. 21005 EXPIRES 09/J0/01 CITY OF NEWPORT BEACH 452 Drown by. D. W. Checked by. R.H.C DE SOLA TERRACE Utility Plans: Recommended: PRE:P;J?fJJ BY: DRA-,C NUMBER i-------t----t---t------------+---+---------------------1 APPROVED : BILL PATAPOFF. P.E. R.C.E. NO. : 24967 ,-----r----t-----t-------------t---+--------------------J EXPIRES ON : 12/31 /01 Sewer Plans: 24967 IJN[S, CAHL & ASSOCIA![S 00-1269 1/flJIJ [£ACJI [J.',f). !}Jl[ 12 llltTJ/Cf(JI B[A(}I, r.4 92618 PfKJ{: (lU) 8/8-D666 SHE:ET NUMBER f Af: (11/) IJ/8-6J2J AQ_ OF ....4..4_ --~~~ SCALE: 1 "=1 O' R E VISIONS DATE DWN. BY NO. DESCRIPTION MATCH EXISTING 544 EA VE--..... 1~GARAGE ,...__ :)' '- I I ' f J --~ _. ,, -, -r. ,-, -... .., r ,~ . L __ ----~- > STING EST/MA TED COSTS CONSTRUCTION NOTES ESTMATED OUANTTTES lo5, o ---- (j) DEMO EXISTING CURB &-GUTTER, DRIVE APPROACH 492 S.F ASPHAL TIC CONCRETf AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 96 L.F. -- I \ © PATCH WITH ASPHAWC CONCRETE MINIMUM SECTTON 20 S.F. ® OF 3" A.C. OVER r A.B. CONSTT?UCT RESIDENTIAL. DR/lf"WA Y APPROACH TYPE Ill PER 473 S.F. CITY STD-164-L, X=2.5' {U(X)IRm PER SHEET 2 CASE I) @CONSTRUCT CURB AND GUTTER PER SECTION 20 l.F. A-A SHEET 2 S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEt-0 CAPB CABLE PULLBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE £PB ELECTRIC PUUBOX TELEPB TELEPHONE PULLBOX FH FIRE HYDRANT TSPB TRAFFIC SIGNAL PULLBOX FL FLOWLIN[ V,I? VENT RISER FS FINISHED SURFACE MM WATER METER GM GAS METER CV GAS VAL\.if' HP HIGH POINT sco SEWf:R CLEANOUT WV WATER VALVE --s -SEWER UN[ --c --GAS LINE --w--WATER LINE --E -ELECTRICAL LINE REFERENCES APPR. BY Standard Plans: Prepared under supervision of R.H. GAHL Date: R.~~ 09/;~/ /OJ CITY OF NEWPORT BEACH 544 Drown by. D. W. Checked by: R.H.C DE ANZA DRIVE Utility Plans: Recommended: PRU'ARED BY: ORA"4NG NUMBf:R r-------r----t---it------------+---+----------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOCIATFS 00-1269 IIJ!KJ IEAlll fl. ID. !JJTE 12 i------t-----+---+-----------+---+-------------------_J EXPIRES ON : 12/31/01 Sewer Plans: 24967 11.J{fNCT{JI IH1I, C4 92618 PIO{: {lU} INB-0566 SH!aH NVMS!aR FAJ: {11/) 818-5322 _AL OF _AA_ SCALE: 1''=10' . . --~ I I I 445 I I I I I I I I I I ESTIMATED COSTS CONSTRUCTION NOTES ESTMATED OUANTTTES (D DEMO Ex1snNG CURB &-GUTTER, DRIVE APPROACH 131 S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTIONS ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH Q) SAWCUT 61 L.F. © PATCH 'MTH ASPHAL nc CONCRETE MINIMUM SECTION 27 S.F ® OF 3N A.C. OVER 4• A.8. CONSTRUCT RESIDENTIAL ORll.f"WA Y APPROACH TYPE Ill PER 104 S.F. CITY STD-164-L, X:.2.5' (MODIFIED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECnON 27 L.F. A-A SHEET 2 3 S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND LEGEl'O CAPB CABLE PUUBOX SMH SEWER MANHOLE EMH ELECTRIC MANHOLE TELEMH TELEPHONE MANHOLE EPB ELECTRIC PULLBOX FH FIRE HYDRANT IFL FLOWLINE TELEPB TELEPHONE PULLBOX TSPB TRAFFIC SIGNAL PULLBOX VR VENT RISER FS FINISHED SURFACE Ml WATER METER GM GAS METER GV GAS VALVE HP HIGH POINT sco SEWER CLEANOUT WV WATER VAL VE --s -SEWER LINE --G -GAS LINE --w-WATER LINE --E -ELECTRICAL LINE i-----,-----.---R-----,-E_V,_,_s_1_o_N_s _____ ---r ___ +--____ R_E_F_E_R_E_N_C_E_s ______ --J Prep~ M;;J;: CAHL~ /11 /<>~te: DA TE D'M'-1. BY NO. DESCRIPTION APPR. BY Standard Plans: ~-0.21005 fXPIRES 09/30/1)1 CjTY OF NEWPORT BEACH 445 /SABELLA TERRACE Drown by: D. W. Checked by: R.H.C Utility Plans: Recommended: t-----+---t-----1------------+---+----------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 i-------+----t-------,,----------------+----+----------------------' EXPIRES ON : 12/31/01 Sewer Plans: 24967 PREP.A.RED BY: JON[~ CAHL & ASSOC/A 1[5 //J1l) /£Al)/ Fl. ID. 9)1[ 12 ltN!IKlT(J( BEA(}{, C-4 9m fll(Jl:(7U)818-o566 FAX (JU} 818-6}22 OR.Ao WING NUMBER 00-1269 SHEET NUMBER -42_ OF 3:.5_ A:PI EPB -0- I • I I REVIS IONS DATE DWN. BY NO. DESCRIPTION T --••• --• • • --• .. -..._~..,r,t T ,.-..'I'_,--.·.,,-~. ~.....,.-v""">r-r,.r,.-- C z () REFERENCES APPR. BY Standard Plans: Utility Plans: L2S z C>= 1"=10' 2.51--- "',,. ~ ¥7'77...,-;~r-r-.-r-r-~..;f Drown by. D. W. Checked by. R.H.C Recommended: ESTIMATED COSTS CONSTRUCTION NOTES ESTMATB:> OUANTTTES (}) DEMO EXISTING CURB &-GUTTER, DRIVE APPROACH 8:J S.F. ASPHAL TIC CONCRETE. AND ANY OBSTRUCTlONS ® SUCH AS STEEL PLAitS, CONCRETE COVERED PIPES. PROTECT IN PLACE -EACH 0 SAWCUT 38 L.F. © PATCH WITH ASPHALnC CONCRETE MINIMUM SECTION 14 S.F. ® OF J" A.C. OVER 4• A.B. CONSTRUCT RESIDENTlA 001-f"WA Y APPROACH TYPE Ill PER 69 S.F. CITY STD-164-L. X=2.5 (JJOOIFIED PER SHEET 2 CASE ) @ CONSTRUCT CURB AND GUTTER PER SECTION 14 L.F. A-A SHEET 2 S.F. 0 REPLACE BRICK OR BRICK RIBBON IN KIND - LEGEt-0 CAPB £MH £PB CABLE PULL.BOX ELECTRIC J.IANHOLE ELECTRIC PULL.BOX FIRE HYDRANT FLOWLINE SMH TELEMH TELEPB TSPB VR SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER HP sea FINISHED SURFACE GAS METER GAS VAL\.£ HIGH POINT SEWER CLEANOUT Dote: 6 /) {)J WM WATER METER ~ WATER VAL VE --S --SEWER LINE --G --GAS LINE --W --WATER LIN£ --E -ELECTRICAL LINE CITY OF NEWPORT BEACH 620 SEAWARD ROAD PREPARED BY: DRAttfHG NUMBER i--------t------t---t------------+---+-------------------_J APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 i--------t------t---t------------+---+-------------------_J EXPIRES ON : 12/31/01 ~ JONES, CAHL & ASSOC/A TES 1/liKJ ElACH flJfJ. :111[ 12 llNTNCf(J; BEA(){, C-4 926/8 PIKH: (lU) 8!8-o566 00-1269 Sewer Plans: ( l ')~ 0miENGINEER . c.. 24967 f AX {lU) 818-6122 SHEET NUMBER ..1.3_ OF.A4_ ~2_. s _____ cp ' .r ~ MA TCH' EXISnN(J--, --~------- z V V R E VISIONS I~ ---l2. si-- DATE DWN. BY NO. DESCRIPTION ~ ~EAVE 418 R EFERENCES APPR. BY Standard Plans: Utility Plans: '__,__,__,,~ "-' SCALE: 1''=1 Q' ESTIMATED COSTS CONSTRUCTION NOTES (j) DEMO EXISnNG CURB &-GUTTER, DRIVE APPROACH ASPHAL nc CONCRETE AND ANY OBSTRUCnONs ® SUCH AS STEEL PLA its, CONCRETE COVERED PIPES. PROTECT IN PLACE 0 SAWCUT © PATCH WITH ASPHAUIC CONCRETE MINIMUM SECnON ® OF J" A.C. OVER 4• A.B. CONSTRUCT RESIDENTIAL 001-fWA Y APPROACH TYPE Ill PER CITY STD-164-L, X=2.5' {U(X)IF/ED PER SHEET 2 CASE I) @ CONSTRUCT CURB AND GUTTER PER SECnON A-A SHEET 2 0 REPLACE BRICK OR BRICK RIBBON IN KIND LEGE~ CAP8 CA BLE PUU8 0X EMH ELECTRIC MANHOLE £PB ELECTRIC PULLBOX FH FIRE HYDRANT IFL FLOWUNE FS FINISHED SURFACE GAS METER SMH TELEMH TELEPB TSPB VR WM WV ESTM4TED OUANTITES 217 - 67 28 189 28 - S.F. EACH L.F. S.F. S.F. L.F. S.F. SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE PULLBOX TRAFFIC SIGNAL PULLBOX VENT RISER WATER METER WATER VALVE GM GV GAS VALVE --s -SEWER LINE HP HIGH POINT sco SEWER CLEANOUT --G --GAS LINE --W --WATER LINE --E --ELECTRICAL LINE Prepared under supervision of R.H. CAHL Date: CITY OF NEWPORT BEACH ~ll 5/11/01 R.C.[. No. 21005 ~IRES 09/Jojr/i Drawn by: D. W. Checked by: R.H. c Recommended: 418 I 420 MORNING CANYON PREPARED BY: ORA !MNG NUMBER ,---,----t----t------------+---+---------------------l APPROVED : BILL PATAPOFF, P.E. R.C.E. NO. : 24967 JONES, CAHL & ASSOC/A TES IWIJ f£A()I 11. ID. JJTE 12 llJfTNCT(J( En{}{, C4 926~ flfJ(: (JU) ~-0566 00-1269 ,---,----t----t------------+---+---------------------l EXPIRES ON : 12/31/01 Sewer Plans: SHEE T NUMBER 24967 FAX: (711} ~-5322 _4A__ OF~