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JOHN WAYNE ;, AIRPORT "~ ~4' PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE t>O<l FIRE HYDRANT BLK BLOCK CA TV CABLE TV rill WATER METER Cl CAST IRON lllJ STREET LIGHT PULL BOX it CENTERLINE CNB CITY OF NEWPORT BEACH i:mJ TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR :¢E-------o STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC @ WATER VALVE EC END CURVE c-GUY WIRE ECR END CURVE RETURN EVC END VERTICAL CURVE A SURVEY MONUMENT EXIST EXISTING FLG FLANGE ~ SIGN FE FLANGED END FL FLOW LINE ~ VAULT VENT FM FORCE MAIN e TREE G GAS GV GATE VALVE £'ii IRRIGATION CONTROL VAL VE GB GRADE BREAK GE GROOVED END lll!I CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT " CORING LOCATION MAX MAXIMUM MJ MECHANICAL JOINT (E) ELECTRICAL MANHOLE MIN MINIMUM [[] ELECTRICAL PULL BOX NG NA TIURAL GROUND N NORTH t.::::.:::O::::i:::'.LLi:::'.£'.'./~ BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END -----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---it---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE S SEWER -----w-----WATER LINE SCO SEWER CLEANOUT ---G---GAS LINE SMH SEWER MANHOLE SHT SHEET --E--ELECTRICAL LINE SW SIDEWALK S SOUTH --T--TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLEVISION LINE STL STEEL T TELEPHONE --SP --SPRINKLER SYSTEM W WEST/WATER -x-x-x-FENCE W/ 'MTH WSP WELDED STEEL PIPE BLOCK WALL UNAUTHORIZED CHANGES AND USES LEGEND [ "") L I I··•.·'''] -.. ><>, ~<--~-< ~ GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", CURRENT EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE crrYs STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. PROPOSED 24" SEWER AND APPURTENANCES ARE TO BE CONSTRUCTED BY OCSD CONTRACT NO. 5-63. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 5. P.C.C. SHALL BE CLASS 560-C-3250 6. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS UNLESS NOTED OTHERWISE. 7. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. PUBLIC WORKS DEPARTMENT 8. DUE TO UNKNOWN LOCATION OF PRIVATE IRRIGATION LINES AND THEIR RESPECTIVE APPURTENANCES CONSTRUCTION NOTE 16 SHALL BE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE ITSELF WITH LOCATIONS OF LINE, VALVES, HEADS, ETC. WITHIN THE IMMEDIATE WORK AREA. NEW AC PAVEMENT NEW PCC PAVEMENT PAVEMENT GRIND & OVERLAY FORD ROAD SEE SHEET 2 -. ~---1 ~-, I..._.,_,, 0 ~~ ~ %_ h:==3V EVENING CANYON ROAD SEE SHEET 2 SEWER MAIN LINING AND REPAIRS C-6363 APPROVED:q;;JA, ~ PUBLIC WORKS DIRECTOR APPROVED: 11bl-~~'. ' DEPUT'i PUBLICWOKS DIRECTOR/ CITY ENGINEER CORPORATE YARD SEE SHEET 2 ST JAMES PLACE DATE:_L,/~--~_-J_b_ R.C.E. NO. 47961 R.C.E. NO. 61527 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS°. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERs". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHEET INDEX 1 TITLE SHEET 2 SEWER LINING -FORD ROAD, EVENING CANYON ROAD AND CORPORATE YARD 3 SEWER LINE IMPROVEMENTS-ST JAMES SEWER PLAN AND PROFILE STA. 10+00.00 TO STA. 12+76.86 EMERGENCY TELEPHONE NUMBERS DAY NIGHT 9. REMEDIATION OF INDIVIDUAL RESIDENTIAL REAR AND/OR SIDE YARD WILL NOT BE CONSIDERED COMPLETE UNTIL THE WORK MEETS THE SATISFACTION OF THE OWNER AND THE CITY OF NEWPORT BEACH REPRESENTATIVE. 1 O. IRRIGATION SHALL INCLUDE, BUT NOT BE LIMITED TO CONTROLLERS, VALVES, BOXES, SPRINKLER HEADS, PIPES, ELECTRICAL, ETC. 11. LANDSCAPING SHALL INCLUDE, BUT NOT BE LIMITED TO GROUND COVER, BUSHES, PLANTS, YARD DRAINS, RAIL ROAD TIES, DECORATIVE ROCKS, ORNAMENTAL FEATURES, STEPPING STONE, LIGHTING, ETC. 12. HARDSCAPING SHALL INCLUDE, BUT NOT BE LIMITED TO BRICK, CONCRETE (P.C.C.), STONE, ROCK, ETC. NO. 0 0 @ @ CONSTRUCTION NOTES & QUANITIES DESCRIPTION PROTECT IN PLACE CLEAN AND PROVIDE PRELIMINARY INSPECTION OF EXISTING SEWER, INCLUDING CCTV INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXISTING SEWER RE-OPEN EXISTING SERVICE LATERAL GRIND PROTRUDING LATERAL FLUSH WITH THE EXISTING SEWER'S INTERIOR PRIOR TO INSERTION OF THE LINER ABANDON EXISTING MANHOLE PER DETAIL ON SHEET 3 JOIN EXISTING SEWER PIPE 'MTH MISSION FLEX-SEAL COUPLING FURNISH AND INSTALL 41, DIA MANHOLE PER CNB STD-401-L FURNISH AND INSTALL 48" DIA DROP MANHOLE PER CNB STD-403-L INCLUDING 125 MIL THICKNESS POLYURETHANE LINING FURNISH AND INSTALL 8" HOPE (DR-17) SEWER PIPE W/ HEAT FUSED JOINTS VIA HORIZONTAL DIRECTIONAL DRILLING METHODS FURNISH AND INSTALL 8" HDPE (DR-17) SEWER PIPE W/ HEAT FUSED JOINTS VIA OPEN CUT METHODS INCLUDING NECESSARY FITTINGS, BEDDING, BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND 105-L-B, UNLESS INDICATED OTHERWISE ON THE PLAN FURNISH AND INSTALL 4" SDR-35 SEWER LATERAL AND CLEANOUT(S) VIA OPEN CUT METHODS PER CNB STD-406-L INCLUDING JOINING EXISTING, NECESSARY FITTINGS, BEDDING, BACKFILL AND RESURFACING TO MATCH EXISTING REMOVE EXISTING WELDED STEEL PIPE (WSP) DROP INLET AND BRICK DROP MANHOLE TO ALLOW NEW CONSTRUCTION SAWCUT, REMOVE AND REPLACE EXISTING TYPE A CURB AND GUTTER TO THE NEAREST JOINT AS NECESSARY FOR NEW WORK (MATCH EXISTING) PER CNB STD-182-L SAWCUT, REMOVE AND REPLACE EXISTING SIDEWALK TO THE NEAREST JOINT AS NECESSARY FOR NEW WORK (MATCH EXISTING) PER CNB STD-180-L CONSTRUCT PAVEMENT RESTORATION PER CNB STD-105-L REMOVE EXISTING WELDED STEEL PIPE (WSP) TO ALLOW NEW CONSTRUCTION PROTECT OR REMOVE AND INSTALL LANDSCAPING IN KIND AS REQUIRED PROTECT OR REMOVE AND INSTALL IRRIGATION LINES AS REQUIRED PROTECT OR REMOVE AND INSTALL HARDSCAPING IN KIND AS REQUIRED @ CUT AND PLUG ENDS OF EXISTING SEWER MAIN ~ 1-----+-------------------------------------18 @ REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF WALL IN KIND PER SSPWC STD. PLAN 601-3 co ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY <D ® 1------'-------------------------------------tZ::. RECORD DRAWINGS " ;< " .µ " " ..c: (I) " -'.;::; These Record Drawings have been prepared based on information submitted, in part, by ~ others. While this information is believed to be reliable, City of Newport Beach is not co responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated / ( ) into these plans as a result. i.... SOUTHERN CALIFORNIA GAS COMPANY (BDD) 624_8153 800 427-2200 ! SEE SHEET 3 LOCATION MAPS SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 v, THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE AT&T TELEPHONE COMPANY (800) 611 -1911 611 / NOT TO SCALE TME T (80D) 332-1321 (949) 644_3717 ~ FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE CITY OF NEWPORT BEACH UTILITIES DEPAR N ( ) T E PREPARER OF THESE 949 644-3011 (714) 388-2000 9 :~~~-MUST BE IN WRITING AND MUST BE APPROVED BY H TIME WARNER CABLE (714) 542-6222 C-6363 ~ i _ _::....._ ____________________ ,-______ J. _______ -.------------------------------,,------------------L-------------,,---------~;;;;;;:m:;:;--CCT:;;.;~mci:;:---t;;ruii~n-""------T------------:~:;:;--;:---;::;-;--;;=;:~-----------"1~ I-APPROVAL RECOMMENDED: REVIEWED: TITLE SHEET ~ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: SEE SHEET BENCHMARK: SEE SHEET ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660..0110 FAX: 660-0418 DESIGNED: DRAWN: RCE 46214 ENGINEER SEWER MAIN LINING AND REPAIRS ] ~ (() / 0 1-----------------------~--------1 0 CITY OF NEWPORT BEACH S-5281-S ]- 'JZ/ I 1-C-H-EC-KED-: """"'""SK+-DA_TE_: __ S-1K DATE: .&./.g,,-IG DATE: 4-•'!.S • I(., PUBLIC WORKS DEPARTMENT 1 3 ls. L---------------------L _____________ ..1. ____________________________ .J.. __ ....:;::.:.:.;,:;...:;;...:;;:.::::::.:,_~::.;;.:.::.::.. ____ ....;D:;:,A::,:T;.... _________ .....11.... __ ....;D:;::;B:.i......::;04=21:.J,,;;;,2::,;D1~6J.... ________ .....,_ _________ ..._ ____________________ ...__5_H_E_ET ___ 0_F __ _.;; CITY OF COSTA MESA q,4-; �c, � 0,9 CITY OF IRVINE ,;fr-, (=:) PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDlllON TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASEARV AIR RELIEF VAL VE SE'M:R CLEANOUT ACP ASBESTOS CEMENT PIPE @ SE'M:R MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE t,()<I FIRE HYDRANT BLK BLOCK CATV CABLE TV Ill WATER METER Cl CAST IRON STREET LIGHT PULL BOX Ii_ CENTERLINE CNB CITY OF NEWPORT BEACH ll!ll TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR :¢c-----o STREET LIGHT C&G CURB AND GUTTIERE EAST /ELECTRIC WATER VALVE EC END CURVE ECR END CURVE RETURN c-GUY WIRE EVC END VERTICAL CURVE A SURVEY MONUMENT EXIST EXISTING FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE .:;, VAULT VENT FM FORCE MAIN 0 G GAS TREE GV GATE VALVE Ell IRRIGATION CONTROL VALVE GB GRADE BREAKGE GROOVED END lll1I CABLE TV PULL BOX IP&T IRON PIPE AND TAGLT LEFT " CORING LOCATION MAX MAXIMUM MJ MECHANICAL JOINT® ELECTRICAL MANHOLE MIN MINIMUM ELECTRICAL PULL BOX NG NA TIURAL GROUND ID N NORTH �//l/ll/1d BUILDING NTS NOT TO SCALENO NUMBER ----EXISTING CONSTIRUCTION OG ORIGINAL GROUNDPE PLAIN END -----PROPERTY LINE PROP PROPOSED NEW CONSTIRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---Ii_---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE s SEWER -----w-----WA TIER LINE sco SEWER CLEANOUT ---G---SMH SEWER MANHOLE GAS LINE SHT SHEET --E--ELECTRICAL LINE SW SIDEWALK s SOUTH --T--TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLEVISION LINE STIL STIEEL --SP --T TELEPHONE SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ WITH BLOCK WALL UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING lHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. LEGEND -NEW AC PAVEMENT I.• I NEW PCC PAVEMENT'™J PAVEMENT GRIND & OVIERLAY FORD ROAD SEE SHEET 2 GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED INACCORDANCE WllH lHE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", CURRENT EDlllONANO SUPPLEMENTS TO DATE, EXCEPT AS OlHERWISE STATED IN lHE CITY'S STANDARD SPECIAL PROVISIONS,OR IN lHIS CONTIRACT'S SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. lHE CONTIRACTOR SHALL BE RESPONSIBLE FOR VERIF'l1NG THE ACTIUAL LOCATION AND ELEVATION IN THE FlELD PRIOR TO BEGINNING CONSTRUCTION. 3.PROPOSED 24" SEWER AND APPURTENANCES ARE TO BE CONSTIRUCTED BY OCSD CONTIRACT NO. 5-63. 4.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, ANO FINISH TO ADJOININGIMPROVEMENTS. 5.P.C.C. SHALL BE CLASS 560-C-3250 6.CONTIRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER ANDSTORM DRAIN MANHOLES) FRAMES AND COVERS TO FlNISHED GRADE. ALL OlHER UTILITIES SHALL BEADJUSTED TO GRADE BY OTHERS UNLESS NOTED OlHERWISE. 7.PROPOSED PAVEMENT AND CURB AND GUTTIER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTINGIMPROVEMENTS UNLESS NOTED OlHERWISE. PUBLIC WORKS DEPARTMENT 8.DUE TO UNKNOWN LOCATION OF PRIVATE IRRIGATION LINES AND lHEIR RESPECTIVE APPURTENANCESCONSTRUCTION NOTE 16 SHALL BE CONSIDERED APPUCABLE THROUGHOUT THE WORK AREA EVEN IF NOTDIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE ITSELF WITH LOCATIONS OF LINE, VALVES, HEADS, ETC.WITHIN THE IMMEDIATE WORK AREA. � ���♦0��4.0,f>c,'i" 0 � SEWER MAIN LINING AND REPAIRS 9.REMEDIATION OF INDIVIDUAL RESIDENTIAL REAR AND/OR SIDE YARD WILL NOT BE CONSIDERED COMPLETE UNTILTHE WORK MEETS THE SATISFACTION OF THE OWNER AND THE CITY OF NEWPORT BEACH REPRESENTATIVE. 10.IRRIGATION SHALL INCLUDE, BUT NOT BE LIMITED TO CONTROLLERS, VALVES, BOXES, SPRINKLER HEADS, PIPES,ELECTRICAL, ETC. C-6363 DATE: ______ _ APPROVED: -----------------------PUBLIC WORKS DIRECTOR RC.E. NO. 47961 11.LANDSCAPING SHALL INCLUDE, BUT NOT BE LIMITED TO GROUND COVER, BUSHES, PLANTS, YARD DRAINS, RAILROAD TIES, DECORATIVE ROCKS, ORNAMENTAL FEATURES, STEPPING STONE, LIGHTING, ETC. 12. HARDSCAPING SHALL INCLUDE, BUT NOT BE LIMITED TO BRICK, CONCRETE (P.C.C.), STONE, ROCK, ETC. CONSTRUCTION NOTES & QUANITIES NO. DESCRIPTION CD PROTECT IN PLACE 0 CLEAN AND PROVIDE PRELIMINARY INSPECTION OF EXISTING SEWER, INCLUDING CCTV INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXISTING SEWER 0 RE-OPEN EXISTING SERVICE LATERAL tc-;-'\ @) ABANDON EXISTING MANHOLE PER DETAIL ON SHEET 3 APPROVED: ______________________ _ DATE: -------J 1-----1------------------=--(-"r:'-------------------I@ JOIN EXISTING SEWER PIPE WITH MISSION FLEXL'sE COUPUNG DEPUTY PUBLIC WORKS DIRECTOR/ RC.E. NO. CITY ENGINEER CORPORATE YARD SEE SHEET 2 ' -- � ' -,._ � '1 /I -S°' - PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURESSHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THEBEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ONTHESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURESTO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWNON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATEDTO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONs" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERs''. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONs" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERs". CONTRACTORFURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FORJOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALLAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THECONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEERHARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THEPERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THESOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2 3 4 SHEET INDEX TITLE SH EET SEWER LINING -FORD ROAD, EVIENING CANYON ROAD AND CORPORATE YARD SEWER LINE IMPROVIEMENTS-ST JAMES SEWER PLAN AND PROFILE STA.10+00.00 TO STA. 12+76.86 SEWER BY-PASS PLAN FOR ST JAMES @ @ FURNISH AND INSTALL 48" DIA MANHOLE PER CNB STD-401-L FURNISH AND INSTALL 48" DIA DROP MANHOLE PER CNB STID-403-L FURNISH AND INSTALL 8° VITRIFIED CLAY SEWER PIPE VIA MICROTUNNELING (JACKING) METHODS FURNISH AND INSTALL 8" VITRIFlED CLAY SEWER PIPE VIA OPEN CUT MElHODS INCLUDING NECESSARY FITTINGS, BEDDING, BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND 105-L-B, UNLESSINDICATED OTHERWISE ON THE PLAN ri/' FURNISH AND INSTALL 4" -ABS-SEWER LATERAL AND CLEANOLJT(S) PER CNB STD-406-L INCLUDING JOININGEXISTING, NECESSARY FITTINGS, BEDDING, BACKFILL AND TRENCH RESURFACING TO MATCH EXISTING REMOVE EXISTING WELDED STEEL PIPE (WSP) DROP INLET AND BRICK DROP MANHOLE TO ALLOW NEWCONSTRUCTION REMOVE AND REPLACE EXISTING TYPE A CURB AND GUTTER I'S NECESSARY FOR NEW WORK (MATCHEXISTING) PER CNB STD-182-L REMOVE ANO REPLACE EXISTING SIDEWALK I'S NECESSARY FOR NEW WORK (MATCH EXISTING) PER CNBST0-180-L CONSTRUCT PAVEMENT RESTORATION PER CNB STD-105-L REMOVE EXISTING WELDED STEEL PIPE (WSP) TO ALLOW NEW CONSTRUCTION PROTECT OR REMOVE AND INSTALL LANDSCAPING IN KIND I'S REQUIRED PROTECT OR REMOVE AND INSTALL IRRIGATION LINES AS REQUIRED PROTECT OR REMOVE AND INSTALL HARDSCAPING IN KIND AS REQUIRED " > "- a. a, N N EVENING CANYON ROAD ST JAMES PLACE EMERGENCY TELEPHONE NUMBERS N ... o:J SEE SHEET 2 LOCATION MAPS NOT TO SCALE SEE SHEET 3 SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISOIN COMPANY AT&T TELEPHONE COMPANY CITY OF NEWIPORT BEACH UTILITIES DEPARTIMENT TIME WARNER CABLE DAY NIGHT / (800)624-8153 (800) 427-2200 ! (800)611-1911 (800) 611-1911 '-'}, 611 � (800)332-1321 (949) 644-3717 � (949)544-3011 (714) 388-2000 ;;, (114J 542-6222 C-6363 � l-----------------------,--------........ --------r------------------------------�----------------....... ------------�-----------,--------------t-:c--:-::c-::::--------r-------------------------------11APPROVAL RECOMMENDED: REVIEWIED: TITLE SHEET � CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: SEE SHEET BENCHMARK: SEE SHEET ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949)660-0110 FAX: 660-0418 DESIGNED: SEWER MAIN LINING AND REPAIRS � N... o:J MIKE PISANI MICHAEL SINACORI, RCE 46214 / MUNICIPAL OPER ATIONS ASSISTANT CITY ENGINEER J3 DRAWIN: DEPARTMENT 1-----------------------,--------s--1 .g SK SK CITY OF NEWPORT BEACH S-5281-l 1-C_H_E _CK_E_O_: _,;-4-D_A_TIE_: __ ....:.;.;i DA TIE:________ DATE:________1 3 "- DAVID L. BACON PE 40496 DA TE DB 01 20 2016 PUBLIC WORKS DEPARTMENT SHEET OF / ------------------------.i...--------------..L..--------------------------------L--------------------------------------L-----:;.:;J,-��,..:a;;�----------'-----------...... ---------------------..L..--------'<.'.l JOH N WAYN E 1 AIRPORT~ >-1 <s :'.1><'f'-~ -i"'-, }-<.,'<' -~ < 5 0 '!; 0-: \JR lJ fli>ffWAy \ ] 7 ~ (j '<i__ -- (_C) @ 0 @ I @ @ @ Id I /4 I !. I @ @ @ (/) E: .., 731 ..... 1 ••,-~v,r, , "' -............ ----..... RECORD b sed on informat,on surt Beach is not • gs have been prep~re! ~liable. Crt.Y of Ne"::'a~e been incorporated These Recx;rdt~;~;;~rmation is r11er~~~ ir omissions v...hrch may others. ~r~ ~o its accuracy, nor ore responsi I ns as a result into these p a DRAWINGS . bmtted. in part, by • I I 1-----11 .. 40 -- I I \ 1 \ ' -I I I !t l! \'lo , I I ,. ,, BEGIN LINING STA. 10+00.0 (l MHHO ----.,,,-�--m-�-----, 20 0 SCALE IN FEET . -t-;Jr-- TBLUFF D�IVE \ 40 1 inch = 40 ft. ••' BASIS OF BEARINGS: N/A CALL TOLL FREE 1-800-422-4133 BENCHMARK: BEFORE YOU DIG N/A -· I I .. -----___ ---r-____ _------�· ----------\ \ --..---}--- ,� 10.. I ts 2qr8" 3 . .. ±1o,; ±100' 40 20 0 1 1 1 -- SCALE IN FEET 1 inch = 40 ft. a EXISTING RESIDENCE CT IN PLACE ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 DAVID L. BACON PE 40496 DATE 40 • NO. • .. ' • ' 500, 510 AND 520 SUPERIOR AVE HOAG HEAL TH CENTER CONSTRUCTION NOTES NO. DESCRIPTION CD PROTECT IN PLACE CD CLEAN ANO PROVIDE PRELIMINARY INSPECTION OF EXISTING SEWER, INCLUDING CClV @ INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXISTING SEWER (D RE-OPEN EXISTING SERVICE LATERAL 0) DATE DESCRIPTION OF REVISIONS DESIGNED: ORA WN: SK SK APPROVED CHECKED: DATE: DB 1 20 2016 \---ii}-- -� 8" SEWER---- 40 N 20 0 1_1 SCALE IN FEET 1 inch = 40 ft. \ \ \ \ \ \ \ \ SEWER IMPROVEMENTS \ \ \ \ \ \ \ \ \ \ C-6363 SEWER LINING -FORD ROAD, EVENING CANYON ROAD AND CORPORA TE YARD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5281-S SHEET 2 OF 3 I I \ < ,• I 1 ©-\ ~ I l I I CD-I i rl ~I Bl I 'b l I -, ' I I I I I.U I -1.U I a:: , I 0 ' m I ~ I I I ' ' I I l I • I • .A ----- "' ------.-io- s· __ ;:I OPE-±0. NI =±10' 'A. 11 +oo.o HL1 5-028 a --- • 4 • \ / ., / • RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result \ 7 \ \ \ \ \ ,~ . I \ I J. l • 40 1 40 ! --� --------• BEGIN LINING STK 10+00.0ll MHH01 ----t-;7r---r, -f--�r---------------�,-------;-------- • �STBLUFF DRIVE J I I ' 1 fx' 81 "' I�, !:j I'bl-, ' I ' I', I I I I I I I I I I I� I a:: -wa::0m::E -� FORD ROAD • 'J,:: � .. , , • ��:,.� , _o/.;;rf· � •:. • f'. . .,,. , • . ' I I I ___ ,_/� • 20 0 40 l l ----!I SCALE IN FEET 1 inch = 40 ft. CALL TOLL FREE • BASIS OF BEARINGS: N/A 1-800-422-4133 BENCHMARK: BEFORE YOU DIG N/A 4 EXIST 8" SLOPE- UNi(1' LENGTH=:1:310' STA. 11 +34.0 ll MHL15_ 120,. 1 EXIS . a•-:.LUI"'-= ±30LENGTH= . I ---- -�- XIST 8" = ±10'1: 'i!t:±100' I:; • N NG RESIDENCE IN PLACE •,40 ST /I.I 10+00.0 ll tS..023 :::1 .) I i 20 0 40 l l ----,I SCALE IN FEET 1 inch = 40 f\. ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 DAVID L BACON PE 40496 DATE .. .. 592 SUPERIOR AVEN V CITY . . ION Y , ,-"'-.., �' " �.. ;'� . '� ,. .... '· ' '�' '· -� ..:--;., I �,...,. ....,.' •• 500, 510 AND 520 SUPERIOR AVEN HOAG HEAL TH CENTER CONSTRUCTION NOTES NO. DESCRIPTION CD PROTECT IN PLACE -_,K' �' � ;'', •' , • C. , . ., , ." N ,-'�; .. : L I /y 1"'. vi,! ,,. !��--"' -- t EXIST SLOPE '-EXIS 8" ' SLOP E= UN', "-..itNGlH-:b1 - r, 0 CLEAN AND PROVIDE PRELIMINARY INSPECTION OF EXISTING SEWER, INCLUDING CClV 0 INSTALL CURED-IN-PLACE PIP E LINING WITHIN EXISTING SEW ER 0 RE-OPEN EXISTING SERVICE LAT ERAL ------ • s----111--- __ .(EXISTING a• SEWER -------- END LINING STA. 12+40.0 /MHE15_00J' • • • , ).(,, ·1(*� l ·i . �-,...-. ,-l ·tr ·'�, 40 ::� N 20 0 I SCALE IN FEET 1 inch = 40 ft. • ' 40 SEWER IMPROVEMENTS • C-6363 SEWER LINING -FORD ROAD, EVENING CANYON ROAD AND CORPORA TE YARD DESIGNED: DRAWN: SK SK S-5281-S1---1-----1------------------+---->------+-CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED:D A TE: DBI 1 20 2016 SHEET 2 OF 3 I I I • :1 • 0---f f I I I I II w -, ~ ; . • ~';#'/v . ''( ' <--', XISTING 8" SEWER EXISTING 21" SO P/L . ' ~ I • ----> • I - "' ( yo • -------.... -~. -~--- I I I l t I J • \ \ ., ' \ \ \ \ \ \ \ \ \ \ \ \ ... \ _. ,, \ \ -C / / ,. RECORD DRAWINGS These Record DralNings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible torts accuracy, nor for errors or omissions 'Ml ich may have been incorporated into these plans as a result. t----t-------t--------------------+---,-- ·.• • e MH 14 e -·ise.-MH-H.ii-0---l---------"'c""='-1!c:,,....f-------------1-------------+--------------1-------- l 12+16.B6I _ 12+16.861 -(ti)-"IM=±'/-6,6-•F.tr.2' _____ _l_RIM=±(77 2) 0=±7.0' 'Y r-----.. /\ ----..__I \_J----1 I 0 gXISl�MH-#311+19.os I te,1---------l-------______ ___, ______________ ___,_ RIM=±(76.2) =± 7.0' 1----i--' �ll------1--------1-...\-----l-----------f,A\EB:F,,�NWDO�NFER6�"----H: \ ...._, � ; : � AGP,--WA=FER 1 -\1- 1 -----'+�,-,-�-----------+--------------+------------l----------------l l----f-f------l----------+-+---+-----------1·e--...../l...--j-------+' ,, ___ -�-+-"""""----------1----------------l------------l--------------l I ----1---: -+: -----+--------1--1----1-------+-._JI� r••�TV�;c;cf"'"·i4-----------l!J:t'=::::::±:::J:::O=i=::j...-'_''-:.,-,/-�LOCATION OF ANGLE f'OINT PER ------------+-------------1 1--, , [ CONDUIT-, , '/ 'fllAef-121-S---CONTRA•"'QR-T""v _______! ! 6'' f'VG _ +---+-------1!-li----1----1---�C...-A _...!V::E�Rl!:.FYc...!cLO:'.'Cec:Ac!.!Tl'°"ON':!._-1-----------1----t-,, -t-,, ------+-------+-+----t-------""w""A=T"E"R"< 1 , , 7 -,\ --+------------+---------------l 1----l---' +' ------l---------+-+-----,EX=1sr=-l:.----;-;vc"'P,...@=-c±"(s""=-co-c.occo3"J-------t--------t-l--1----l EXIS'f-8'--ws -o,--+-7-t---'.-.\--------+------------t--------------1-------------< l----fm7-U7QOJ--l�v.:�=:;j�::-:::-;-�::.-::=::--::-::_:: __ ::_::_::=::=_::_::f-_:---:=:::=-:=:=-=-:::=-:=�-=�-�-�= -=�='.f-=-.J-��-:....._S-�-:--=-:-:===c�----------·t---=-=-=-=--=-==-=-_=_=_�'f:-_ .ct: :c=_::-:±"::1�:c•s_-=D�-��-i:,,·�:._--=_j/�:======'-{1-l't-.,1�:=========�========================;===================================-7-0-�-=--=--=--=-===�:-------'�--''o>:'Cg:'-,��-,,_L --->�\\<i:§,'D"----+----...... 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'ii:1'/i8\"5's.3�3\ii' �==l=============I=====::;:�--� � ::lI--=----&--PtlB�G SEW --F--i= � -111-+-+-----------_,___ ____________ _,zUC.O ...t-...:t-zuro11 00 '<t- -"4" _ ::::::i ..- 111 I • 1-----------1-------iO-• ,m __ Lri -9-t:c1-ft'c- ci.-LJ'i_JJ.-J:'-�"3�§#>�'-'---------1-----------1 0...0:: c--1 c-..i n_0'.'.1-..- l; I\: ._1 ~ O + + + O V1 + 1 IN�-11' 1-----------l---------<= o,_ o z---lL:.....z o 1 __ ,+1-..-----,----------+------------....J o·w ..--= ..=- 0 w O � 7 1 r-�A-.16) --:im ,--�rnu 1 \ l-----------+------------+------------+------------+------------coN'.,T. 1-s:23·�--+ l-----------+------------+------------+------------+---------J.Jn£ x UBLIC-5EWE.,R�_T I 12+50 . ' -' ' ' ' ' / ..., .. .,. -. ' 'j �: '( ) 1 2+00 \ I I I I '/ ' ,- 1 1 +50 11+00 730 10+50 10+00 I I I DOVER DRIVE I . • I ' I I I I I r I I I I � f I I SCALE: HORIZ: 1 "=20' VERT: 1"=4' ' 20 :·• \_-:: .··> '":'.-�t:-=,. •• _: •. _:·:._; > ; ·:<'."; ·-�. '. " '-�----------'-..._�SEAL WI TH A WALL OFCONCRETE 6 INCHES REMOVE P ORTION OFEXISTING SEWER MAIN TOALLOW CONNECTION T O EXISTING HOUSE LATER AL [::::::::::JiJ� [-:�::::: ] NEW 6" VCP ---------�-SEAL WITl--1 A WALL OFLATERALCONCRETE 6 INCHES ABANDON EXISTING MANHOLE ABANDON EXISTING SEWER MAIN NO SCALE \ 10 20 SCALE IN FEET 1 inch = 20 ft. NO SCALE CONSTRUCTION NOTES NO. (i) @) @ @ @ @ DESCRIPTION PROTEC T IN PLACEABANDON EXISTING MANHOLE PER DETAIL HEREON 5£A JOIN EXISTING SEWER PIPE WITH MISSI ON FLEX SE COUPLINGFURNISH AND INSTA LL 48" DIA MANHOLE PER CNB STD-401-LFURNISH AND INSTALL 48"' DIA DROP MANHOLE PER CNB STD-403-LFURNISH AND INSTALL 8" VITRIFIED CLAY SEWER PIPE VIA MICROTUNNELING (JACKING) METHODS @ FURNISH AND INSTALL 8" VITRIFIED CLAY SEWER PIPE VIA OPEN CU T METHODS INCLUDING NECESSARY FITTINGS,BEDDING, BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND 105-L-B, UNLESS INDICATED OTHERW ISEON THE PLAN @ @ @ @ ® @ FURNISH AND INSTALL 4" ABS-SEWER LATERAL AND CLEANOUT(S) PER CNB STD-406-L INCLUDING JOINING EXISTING,NECESSARY FITTINGS, BEDDING. BACKFILL AND TRENCH RESURFACING TO MATCH EXISTINGREMOVE EXISTING WELDED STEEL PIPE {WSP) DROP INLET AND BRICK DROP MA NHOLE TO ALLOW NEW CONSTRUCTIONREMOVE AND REPLACE EXISTING 1YPE A CURB AND GUTTER />S NECESSARY FOR NEW WORK (MATCH EXIST ING) PERCNB STD-182-L REMOVE AND REPLACE EXISTING SIDEWALK AS NECESSARY F OR NEW WORK {MATCH EXISTING) PER CNB ST D-180-L @ @ ® C ONSTRUCT PAVEMENT RESTORATION PER CN B STD-105-LREMOVE EX ISTING WELDED STEEL PIPE (WSP) TO ALLOW NEW CONSTRUCTIONPROTECT OR REMOVE AND INSTALL LANDSCAPING IN KIND />S REQUIREDPROTECT OR REMOVE AND INSTALL IRRIGATION LINES />S REQUIREDPROTECT OR REMOVE AND INSTALL HARDS CAP ING IN KIND AS REQU IRED � P OSSIBLE PIT LOCAT ION NOTES • THIS SHEET 1. C ONTRACTOR TO VERIFY J OIN P OINT WITH EXIS TING SEWERS AND NOTIFY ENGINEER OF ANY DISCREPANC IES OR CONFLICTSBEFORE START ING CONSTRUCT ION.2.CONTRACTOR SHALL C OORDINATE WITl--1 OWNER/RES IDENT TO FACILITATE SEWER CONSTRUCTION.3.CONSTRUCTION NOTES 22. 23, & 24 SHALL BE CONSIDERED APPLICABLE THR OUGH OUT Tl-IE WORK AREA EVE N IF NOTDIRECTLY CALLED OUT. CONTRACT OR SHALL FAMILIARIZE ITSELF WITH THE IMMED IATE WORK AREA.4.EXIST. SEWER, WATER AND GAS LATERALS (SERVICES) ARE TO BE PROTECTED IN PLACE AT ALL TIMES, NO INTERRUPTION OFSERVICE W ILL BE ALLOWED UNLESS OTHERWISE NOTED ON THE PLANS.5.UNLESS OTHERWISE NOTED ON THE PL.AN ALL CURB. GUTTERS AND DRIVEWAYS ARE TO BE PROTECTED AT ALL TIMES ANDBECOME THE S OLE RESPONSIBILITY OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION. 6.UNLESS DTl--lERWISE NOTED ON THE PLANS Tl-IE C ONTR ACTOR IS RESP ONSIBLE FOR Tl-IE PROTECTION, RESTORATI ON ANDRELOCATION OF ALL WALLS, TREES, LAWNS. SHRUBBERY AND IRRIGATION FACILITIE S ADJACENT TO OR AFFECTED BY ITSWORK AND SH ALL RESTORE OR REPLACE IN AS NE ARLY THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLYPOSSIBLE AT Tl-IE C OMPLETION OF Tl-IE WORK AND TO THE SATISFACTION OF THE PUBLIC WORKS INSPECTOR.7.CONTRACTOR SHALL REMOVE ROOTS WITHIN PROJECT LIMITS TO ALLOW FOR NEW CONSTRUCTION.8.CONTR ACTOR TO REM OVE AND C ONSTRUC T S IDEWALK AND CURB AND GUTTER FROM JOIN T-TO-JOINT PER CITY STANDARDS.FINAL LIMITS TO BE DETERM INED BY THE PU BLIC WORKS INSPECTOR. C-6363 a. N N I") ID N ........ 0 "'.,,:, ., "" 0 L a. ,:, C □ C □ a. ;:., U\ ,,,.,E2, -,,,N v IX) L ., ;: ., � � ;9-CD z 1----------------------�----------------------------=------------.-------------------------------r----,--------------=----------�---�-----------.-------------------------------�IST JAMES PLACE SEWER PLAN AND PROFILE ST JAMES SEWER REPAIR = • CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: CENTERLINE OF DOVER DRIVE PER TRACT NO. 1218 BEING N 25"21 '50" E BENCHMARK: NB6-13-7 0 EL=79.26B NAVO 88 LEVELED 1992DESCRIBED BY DCS 2001 FOUND 3 3/4" OCS ALUM INUM BEN CHMARK DISK STAMPED "NBB-13-70", SET IN THE SOUTHEASTCORNER OF A 4 FT. BY 4.5 FT. CONCRETE CATCH BASIN. M ONUMENT IS LOCATED IN THE NORTHWEST CORNER OF THEINTERSECTION OF D OVER DRIVE AND WESTCLIFF DRIVE, 33 FT. NORTHEASTERLY OF THE CENTERLINE OF WESTCLIFF DRIVE AND 55 FT. NDRTHWESTERL Y OF THE CENTERLINE OF DOVER DR IVE. M ONUMENT IS SET LEVEL WITH SIDEWA LK. ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 FROM STA. 10+00.00 TO STA. 12+76.86 "" ;:"' "' N v IX) l----l-------l-------------------------l-------l-:-===---..==----,------------------------.---------10DESIGNED: SK DRA'MII: SK CITY OF NEWPORT BEACH S-5251-S e' 1---------1 DAVID L. BACON PE 40496 DATE NO.DATE DESCR IPTION OF REVIS IONS APPROVED CHECKED: DB DA1Ji'12o/2016 PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 .?L..--------------------...L--------------------------------------L------;..,;;....;.; ______ ;;...;.;.;.;.;_ _____ ;,_;;,:_ __________ _.__.....1 ____ ...L. ___________________ ..1... ___ J.... ___ ..:;:.:;:.L.....::.:...:a:::..aa:.:.:: ... _____________________ .J.. __ ...,;; ____ ..;;....,.1e> -------___ --~I-.. ~------¢-----------1~- --~ ----~-- r --=----t _o+-----1------+ I I I I '- I --• . -~ I • I • 1 I I p I -- --If- I I F, I ~ --·---- '-----------r----~~,· ~--+----------+-----=-=---- ~l------------------~~--~---,----r 'I -- i -~w --- - t ----+--------1----+-------------i------------iir------" -------I -l h V ---J "'+ lrl \ --l-------+----+---------+-----------1-------~~-1---t-~--t~o ,, __ 1-------l------l---l-------+-------+------------J-~'l"l-'----t----j~«> I ---I I . ± 77.1 RIM . .±tti9.7)· 1NV .8" _ - s ' ' ' I ' \ l I .----c-'i-=2~+~16~-~8~6~---111 I ±(76.8) RIM ±(69.5) INV 8" 69.4 IN V 8" " "'· .. \ \ 1 ! . I ---! I J r 1+19.05 10 ±(176.2) RIM ±(159.2) INV 8" I I ' 724 - EXIST. WALL Cl:'. w 3: w Cf) If) f-z w ::!' w Cf) <( w EXIST. PIPE SIZE AND LOCATION ' UNKN. ~ --.... --- .J!Qt!S 111 I-, II I -I ... --· I . --I 10' SEWER 13 1 16 "' w ::;; -.:t:<_..., o, ' r--, 4-f-' 0"' -o ' "' ' '. ·s· · WSP SEWER , ABANDON PER I •Ic-3022 -, ,,. ) 1 I I • ' .,. ' ' N r ~ "SEWE~PER "-' C-3022 / • .-s ----' 4" LATERAL I PER C-3022 {, --~ "\; 718 j., I ~ I- "' •() "' r I I t -- I t ~ -- N 1-t ----,,-----!--------- / 2 .• 22_ •', o.o · ' 40.6) INV (31.4) IN " (3f-2) IN 4" "' ) '/ I /. -- ' "-0 ""t:; w ~f.5 " V o:: en e, ~)E _, 0"' ---' "' I "' i . . ·. . . ... .-. -•. . . . . . .-., . ·.:: ·---. -. . . . · .. -.. . :, ·: ·. . ,,-. ·;;.;,;:.·.· . . -.• ··. -~' ,,_ . : .... -•\" :-.. ·; .. ' :·-. .. . . REMOVE AND DISPOSE OF EXISTING MANHOLE RING(S), CONE, FRAME AND COVER. IF NO CONE REMOVE SHAFT TO A DEPTH OF 3' BELOW GRADE. ···-•• . --.,; _ .• .·: i-:H; -~--~. ---,,.,+-CLEAN NATIVE MA TERIAL COMPACT TO 90% RELATIVE COMPACTION. r-----'-'8\l!--THE BOTTOM OF MANHOLE SHALL BE PERFORATED OR BROKEN TO PREVENT THE ENTRAPMENT OF WATER. RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or om issions which may have been incorporated into these plans as a result. 0 I L=2' MIN r I Q) > Q) +' Cf) E ~ --... ~ L Q) :;;- ., L :;;- 0 I -- ' ' --l J ' ' ' ' 1------------<1 -I' ' t ----:-: ' ' -�---------~-l �� I-���:�=\�---------� -3t------ (j:_ EXIST�MH-#3 -, 11 1+19.051 I @ -,; , -J _'.'.'�--±(76.2) 0=±7.o'0-__ A_B_A,_.N_D_O_N_6�" ----/ \--, rGP-WATE f -t-'\---�i.,�,-�--- 1 '--:1:30• �-�TV""'ac,{-4---------i:-J:+====i==t--..:'.'Te/ CONDUIT l' : 6" PVC ,. --1 WATER LOCATION OF ANGLE fOINT PER TRACT--t2t8-eONTRA TOR--'f""----VERIFY LOCATION EXIST FINISH -SUR"FACE 13 17 3.4 ' ---- �'i!l;ll-�,-.-\.-1------150 1-----+----------t---t-------- t------- - / 12+50 12+76.8 ±(77.1) RIM _±(�"----s I I z _i5 0.. _________ z \ I -+--- 12+00 ------ \, \ �'i-1=-2+=--"16c-'''c86"'-c--{11 ±(76.8) RIM ±(69.5) INV 8" ::,-± 69.4 INV 8" '· '\. I \/ I ! I '-, I ST JAMES PLACE \ I I I I I I t- ONST. 1 .33' 1 OF 8 Pt!BllC SEWER + 11 +50 ,,,. ,,,. 1+19.05 lO ±(176.2) RIM ±(159.2) INV 8" I 724 730 ' .:... ' ---·- 718 11+00 EXIST. WALL 14 >--� z w w :::E (/) w (/) lf1 <{ w EXIST. PIPE SIZE AND LOCATION UNKN. 16 .,. ::;;'<( 0� ,.... f--+ Vl 0 -o'n -CONST. 15.23' OF 8 PUBLIC SEWER 10+50 8" WSP SEWER / , ABANDON PER\ C-3022 J I " , I C-30224" L:.E�Ljf•,·•• --� ---, --PER C-3022 --,-lII I ----+ -+-----------+--------j 7D 1-----� r I t '"' I I I r I DOVER DRIVE I r + + r ----1 60 f-----� ----,--------, 401-------l SCALE: I • HORIZ: 1 "=2D' VERT: 1''=4' J () .,,.(2. 20 > ..... -. -•.REMOVE ANO DISPOSE OF EXISTING MANHOLE RING(S), CONE, FRAME AND COVER. IF NO CONE REMOVE SHAFT TO A DEPTH OF 3' BELOW GRADE. -'"P.8--CLEAN NATIVE MATERIAL•.•• ·r;�'.' COMPACT TO 90% RELA TIVE ·. ' til COMPACTION. THE BOTTOM OF MANHOLE SH ALL BE PER FOR A TED OR BROKEN TO PREVENT THE ENTRAPMENT OF WATER. , . . ' .. .. . -.-·�.' • ...SEAL WITH A WALL OF �----------�CONCRETE 6 INCHES L=2' MIN REMOVE PORTION OF EXISTING SEWER MAIN TO ALLOW CONNECTICN TO EXISTING HOUSE LATERAL [:::::::::::r��S<o [�::::::::i NEW 6" VCP -�---------� SEAL WITH A WALL OFLATERAL CONCRETE 6 INCHES ABANDON EXISTING MANHOLE ABANDON EXISTING SEWER MAIN NO SCALE -..Q_ I,, " .... f f ,wr £_7 10 0 20 SCALE I FEET 1 inch � 20 ft. CONSTRUCTION NOTES NO. CD DESCRIPTION PROTECT IN Pl.ACE NO SCALE V @ ABANDON EXISTING MANHOLE PER DETAIL HEREON @ ,... ' v ._; v @ @ @ @ @ @ @ ® ® @ @ @ JOIN EXISTING SEWER PIPE WITH MISSION FLEX-SEL COUPLING FURNISH AND INSTALL 48'' DIA MANHOLE PER CNB STD-401-L FURNISH AND INSTALL 48'' DIA DROP MANHOLE PER CNS STD-403-L FURNISH AND INSTALL 8" VITRIFIED CLAY SEWER PIPE VIA MICROTUNNELING (JACKING) METHODS FURNISH AND INSTALL 8" VITRIFIED CLAY SEWER PIPE VIA OPEN CUT METHODS INCLUDING NECESSARY FITTINGS, BEDDING, BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND 105-L-B, UNLESS INDICATED OTHERWISE ON THE Pl.AN � _ \FURNISH AND INSTALL 4" "'8S SEWER LATERAL AND CLEANOUT(S) PER CNB STD-406-L INCLUDING JOINING EXISTING, NECESSARY FITTINGS, BEDDING, BACKFILL AND TRENCH RESURFACING TO MATCH EXISTING REMOVE EXISTING WELDED STEEL PIPE (WSP) DROP INLET AND BRICK DROP MANHOLE TO ALLOW NEW CONSTRUCTION REMOVE AND REPLACE EXISTING TYPE A CURB AND GUTTER AS NECESSARY FOR NEW WORK (MATCH EXISTING) PER CNB SID-182-L REMOVE AND REPLACE EXISTING SIDEWALK AS NECESSARY FOR NEW WORK (MATCH EXISTING) PER CNB STD-180-L CONSTRUCT PAVEMENT RESTORATION PER CNB STD-1 05-L REMOVE EXISTING WELDED STEEL PIPE (WSP) TO ALLOW NEW CONSTRUCTION PROTECT OR REMOVE AND INSTALL LANDSCAPING IN KIND AS REQUIRED PROTECT OR REMOVE AND INSTALL IRRIGATION LINES AS REQUIRED PROTECT OR REMOVE AND INSTALL HARDSCAPING IN KIND AS REQUIRED � POSSIBLE PIT LOCATION NOTES -THIS SHEET 1.CONTRACTOR TO VERIFY JOIN POINT WITH EXISTING SEWERS AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTSBEFORE STARTING CONSTRUCTION2.CONTRACTOR SHALL COORDINATE WITH OWNER/RESIDENT TO FACILITATE SEWER CONSTRUCTION.3.CONSTRUCTION NOTES 22, 23, & 24 SHALL BE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOTDIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE ITSELF WITH THE IMMEDIATE WORK AREA.4.EXIST. SEWER, WATER AND GAS LATERALS (SERVICES) ARE TO BE PROTECTED IN Pl.ACE AT ALL TIMES, NO INTERRUPTION OFSERVICE WILL BE ALLOWED UNLESS OTHERWISE NOTED ON THE Pl.ANS .5.UNLESS OTHERWISE NOTED ON THE PLAN ALL CURB, GUTTERS AND DRIVEWAYS ARE TO BE PROTECTED AT ALL TIMES ANDBECOME THE SOLE RESPONSIBILl1Y OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION.6.UNLESS OTHERWISE NOTED ON THE PLANS THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION ANDRELOCATION OF ALL WALLS, TREES, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJACENT TO OR AFFECTED BY ITSWORK AND SHALL RESTORE OR REPLACE IN AS NEARLY THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLYPOSSIBLE AT THE COMPLETION OF THE WORK AND TO THE SA TISFACTION OF THE PUBLIC WORKS INSPECTOR.7.CONTRACTOR SHALL REMOVE ROOTS WITHIN PROJECT LIMITS TO ALLOW FOR NEW CONSTRUCTION.8.CONTRACTOR TO REMOVE AND CONSTRUCT SIDEWALK AND CURB AND GUTTER FROM JOINT-TO-JOINT PER CITY STANDARDS,FINAL LIMITS TO BE DETERMINED BY THE PUBLIC WORKS INSPECTOR. C-6363 Q. N N n C 0 C " Q. � " N..,. '< (l) (/) / ('.) [D z 1---------------------.-----------------------------------,--------L-------------------r--r----,--------------------,------,-----------r----------------------------ll "L CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: CENTERLINE OF DOVER DRIVE PER TRACT NO. 1218 BEING N 25"21'50" E BENCHMARK: NB6-13-70 EL=79.268 NAVO 88 LEVELED 1992 DESCRIBED BY OCS 2001 FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB5-13-70", SET IN THE SOUTHEAST CORNER OF A 4 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF DOVER DRIVE AND WESTCLIFF DRIVE, 33 FT. NORTHEASTERLY OF THE CENTERLINE OF WESTCLIFF DRIVE AND 55 FT. NORTHWESTERLY OF THE CENTERLINE OF DOVER DRIVE MONUMENT IS SE T LEVEL WITH SIDEWALK. ALDE & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949)660-0110 1 I FAX:660-0418 DAVID L. B.ACON PE 40496 SEWER PLAN AND PROFILE ST JAMES SEWER REPAIR FROM STA. 10+00.00 TO STA. 12+76.86 (l) '< (l) (/) N..,. 1---+---+-----------------+-----t::-::DE-:;:;;si=-GN:;:::rn:--, -s-Kr.::0-;;--:RA:;;:\\N::--,--sK-r----c-1_T_Y_o_F_N_E_w_P_o_R_T_B_E_A_c_H __ --._s ___ 5_2_s_1 ___ s--1! CHECKED DATE: ,_ _______ _, 2iDATE NO. DATE DESCRIPTION OF REVISIONS APPROVED : DB 01 20 2016 PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 / L... ____________________ ...,_ __________________________________________________________________ _._ _ _. ________________________ _._ __ ___. _______ ,._.....,...,...., ......... _____________________ .._ ______ __.('.) (, EXIST. MH-#5 + 12+76.B6 J I -"-- / I r I r I I I 60 40 /- 1/ \ I C, ~ s/ I I ' ' ' ' \ , I Ii. MH 4 I 12+16.86 -,--r--. -- ,-t- + • I • 'f,--, I -· ,·. ----,_- CONST. 167.33' OF B-P.IJBLIG SEWER BY MICROTINN ELING METHODS L q; • I 10' Sf:WER _EASEMENT l~ I / I / t I V) I , I I I I it . , 10+00 I "" ,....,____ B l - I \ I N 72'29 EXIST 8" JJ ~ 7 ----~1 ... --• ,, 16 WSP SEWER EX IST. __,.---: •. , • _ , EXIST ROOF OVERHA G GRATED • 14 1 • EXIST. WOOD EXIST PCC EDGE C.B. FENCE ~ , , ,, EXIST BUILD! G 16 10+67.4 N 5 · J1 21 24 ST JAMES 1 EXIST. I WALL/ ,-, . FOOTIN G 'd, tiJ ~ ---~-I ...r_· SEWER PER/ I "' 50. (40.6 ) .INV S" (3~.4) INV (3f.2) INV 4" XIST. B"VCP I + -/------~---~ I ... "· .• ' . ' " • >., .. -. These Record Dra""'ngs have bRECORD DRAWINGS others. ~h1le this information is ~:7i::=~~~eg ba~~tlon information submitted, in part by :~t'::';:~~le io its accuracy, nor for errors or oen:i~~fon~ ~t_y if Newport Beach is not , Pans as a result ic may have 1:een in corporated N l r ) I I E "' ;:. 'O v :.:: 0 L c,_ 'O L " " " u, u, " E 0 ·- a) ;:- L " a) ;:- 0 ~ I ..