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HomeMy WebLinkAboutR_5782_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 ~~ 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:._