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HomeMy WebLinkAboutW_5313_S·- GENERAL NOTES: UNDERGROUND PIPE/CONDUIT NOTES L ALL WORK DETAILED ON THIS PLAN, EXCEPT AS OTHERWISE STATED, SHALL BE PERFORMED UNDER CONTRACT AND CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMCJ, THE PROJECT SOILS REPORT AND SPECIAL REOUIREMENTS OF THE PERMIT. SEE KLEINFELDER REPORT DATED 8-15-02, 12-18-02, 12-19-02 AND ANY SUBSEQUENT AMENDMENTS. I. ALL PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 306, "UNDERGROUND CONDUIT INSTALLATION" IN THE STANDARD SPEC- IFICATIONS FOR PUBLIC WORKS CONSTRUCTION (CURRENT EDITION), HEREINAFTER REFERED TO AS THE STANDARD SPECIFICATIONS. 2. AN EARNEST EFFORT HAS BEEN MADE TO DETERMINE THE EXIS- TENCE OF UTILITIES AT THE SITE OF WORK FROM RECORDS OF THE OWNERS OF KNOWN UTILITIES IN THE VICINITY OF THE WORK. THE POSITION OF THESE UTILITIES AS DERIVED FROM SUCH RECORDS 2. ALL PIPE BEDDING SHALL CONFORM TO CITY OF NEWPORT BEACH STANDARD DRAWING STD-I06-L AND KLEINFELDER REPORT DATED 6-19-01 AND ANY SUBSEQUENT AMENDMENTS, INCLUDING CORROSION PROTECTION RECOMMENDATIONS. 3. INSTALLATION OF ALL PIPE, BEDDING, AND BACKFILL SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER. 4. P .V.C. SCHEDULE 80 PIPE SHALL COMPLY WITH AND SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM PLUMBING CODE. P ARE SHOWN ON THE PLANS. THE SERVICE CONNECTIONS TO THESE UTIUTIES MAY OR MAY NOT BE SHOWN ON THE PLANS. THE CON- TRACTOR SHALL MAKE HIS OWN INVESTIGATIONS, INCLUDING EXPLOR- ATORY EXCAVATIONS TO DETERMINE THE LOCATION OF EXISTING SERVICE LATERALS OR APPURTENANCES WHEN THEIR PRESENCE CAN BE INFERRED FROM THE PRESENCE OF OTHER VISIBLE FACILITIES, SUCH AS BUILDINGS OR METER BOXES. 3. IT SHALL BE THE CONTRACTOR"S RESPONSIBILITY TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES AND SERVICE CONNECTIONS WHICH MAY BE AFFECTED BY OR AFFECT THE WORK. HE SHALL ALSO DETERMINE THE TYPE, MATERIAL, AND CONDITION OF THESE UTILITIES, IN ORDER TO PROVIDE SUFFICIENT LEAD TIME TO RESOLVE 5. WARNING TAPE TO BE INSTALLED IN TRENCHES. SEE ELECTRICAL/MECHANICAL PLANS. N M L K 4. 5. 6. 7. 8. 9. 10. II. 12. 13. UNFORSEEN CONFLICTS, ORDER MATERIAL, AND TAKE APPROPRIATE MEASURES TO ENSURE THAT THERE IS NO DELAY OF WORK. ELEVATIONS SHOWN ARE IN FEET PER U.S.C. 8 G.S. MEAN SEA LEVEL- 0.S.C. DATUM. STREETS IN CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. TRAFFIC CONTROL FOR THIS PROJECT SHALL BE PER THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H.J 1985 EDITION. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. WORK HOURS ARE LIMITED FROM 7,00 AM TO 6:30 PM MONDAY THROUGH FRIDAY: 8,00 AM TO 6,00 PM SATURDAYS: AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE (NBMCI. NOISE, EXCAVATION, DELIVERY, AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE (NBMCJ. A STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPER- ATION. 14. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM · WITH CHAPTER 15 OF THE (NBMCJ. AS PART OF THE HAUL ROUTE PERMIT, CONSTRUCTION STAGING AREAS SHALL BE IDENTIFIED FOR APPROVAL BY THE CITY TRAFFIC ENGINEER. I4A.ALL MATERIAL EXPORTED OFFSITE SHALL BE DISPOSED OF AT EITHER AN ENVIRONMENTALLY CLEARED DEVELOPMENT SITE OR A CERTIFIED LANDFILL. 15. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 16. FAILURE TO REOUEST INSPECTIONS AND/OR HAVE REMOVEABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. 17. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURB, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE PER (NBMCJ 17.32.020 18. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROJECT MITIGATION MEASURES AS REQUIRED BY CITY ORDINANCE. 19. PIPE ELEVATIONS AND BEND LOCATIONS ARE SUBJECT TO CHANGE, SEE SHOP DRAWINGS. SHOP DRAWINGS SHALL BE CONSIDERED A PART OF THESE CONSTRUCTION PLANS. ELECTRICAL/MECHANICAL ENGINEERS TO REVIEW SHOP DRAWINGS PRIOR TO FABRICATION 8 CONSTRUCTION. STATIONING REFERS TO CENTERLINE AS SHOWN ON TYPICAL SECTIONS. 20. 21. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. 22. ALL OPEN TRENCH WITHIN A STREET SHALL BE STEEL PLATED AT ALL TIMES. J EXCEPT WHEN THE CONTRACTOR IS PHYSICALLY WORKING WITHIN THE AREA AND HAS PLACED BARRICADES TO THE SATISFACTION OF THE CITY INSPECTOR. 23. ALL CONCRETE SHALL BE OF TYPE V CEMENT WITH A MAXIMUM WATER TO CEMENT RATIO OF 0.5. 24. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF NEWPORT BEACH AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE CURB B GUTTER SO THAT THE FORM .LOCATION CAN BE CHECKED TO ASSURE IT'S COMPATIBILITY WITH EXISTING CONSTRUCTION. 25. ALL MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE AFTER PLACEMENT OF SURFACE COURSE OF A.C. PAVEMENT. I-i .J a'! ~ u cl "' z "' .. "' >-"' 1:'i "' .,_ :l :1 "' H 26. A GEOTECHNICAL REPORT DATED 8-15-02, 12-18-02, 12-19-02 AND SUBSEQUENT SUPPLEMENTS BY KLEINFELDER ARE CONSIDERED TO BE A PART OF THESE PLANS. PAVING NOTES: I. ALL TRENCH RESURFACING SHALL CONFORM TO CITY OF NEWPORT BEACH STANDARD DRAWING STD-I06-L. 2. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPER- ATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR ANO SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND G LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. F 3. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER PRIOR TO SUBGRADE PREPARATION. 4. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION, AND UNYIELDING PRIOR TO PLACEMENT OF AGGREGATE BASE; APPROVED BY THE SOILS ENGINEER. 5. AGGREGATE BASE SHALL CONFORM TO PROVISIONS FOR UNTREATED BASE AS STATED IN THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 6. AGGREGATE BASE PLACEMENT SHALL BE APPROVED BY THE SOILS ENGINEER PERTINENT_ TO COMPACTION, MINIMUM 95% RELATIVE COMPACTION, AND CONFORMANCE TO DESIGN THICKNESS(ESJ PRIOR TO PLACEMENT OF ASPHALT CONCRETE. SAWCUT NOTES I. ALL CUTS TO BE PERPENDICULAR TO SIDEWALKS AND CURBS. 2. ALL CUTS TO BE AT SCORE LINES, WHERE THEY EXIST. -I 7-9" I 4.00' l'-1· 2•!0• SEE PLAN 6"-4" 1'-0" "' .J w: 0. ~ ~~-... ~ ... /VV w u "' ... "' "' J u .• .. cc ;--·-~/;:.;~?·: ?::: i= I-0. 0. w i I'! Q z \ w • w ,. .J .J "' .... .. "' 3• @ i S!1 -°' I "' t_ ~ > & / "\ J 12"W ~, l's.' '-,I ~, 3• 3• 3" _§'.._ 6" 6" ----'4 ~ MIN. MIN. MIN. MIN. MIN. MIN. --,,.,,.___ SECTION A-A -111~ NOT TO SCALE "'t:11..ln=i!:!::' : ..... I II : • -II .~z, _· ---<-10·-2· 1·-2· -........... I cc I-. z 0. z :,: "' -w I--:,; C ,. 0. '3" 3• w w ~ 5: .J • 0 m .,. 9 ;:, I-"' w u :,; .J w "' "' "' Cl _J .. :,; "''=' 4 > "' .,_ 3" ~ ~ > ~ 5• b! 5" 5" 6" 6" 5- 3" 12· SECTidN B-B NOT TO SCALE GRADE 21 •. 3'-0" cc I-0. w z Q ,. w .J ... = N « °' .,_ > ~ 7. TACK COAT AND ASPHALT CONCRETE SHALL CONFORM TO PROVISION AS STATED IN THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR . PUBLIC WORKS CONSTRUCTION. 5• s• OR 10-PVC STORM DRAIN IDEPTH VARIESI SEE C-2 00 E D C 8. PLACEMENT OF ASPHALT CONCRETE SHALL BE INSPECTED ANO APPROVED BY EITHER A REPRESENTATIVE OF THE SOILS ENGINEER OR A QUALIFIED PAVEMENT INSPECTION SPECIALIST: RELEVANT TO EQUIPMENT USED, TEMPERATURE OF LOADS, AND DEPTH OF DENSIFIED ASPHALT CONCRETE. NOTICE TO CONTRACTOR: CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNDERGROUND STRUCTURES: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX- IMATJ': LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO- CEEDING WITH _IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXIST- ENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDER- SIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3" 3" 5" 5• 3• 3" 2· 3• 3• 12· SECTION C-J NOT TO SCALE 10·-2· 7'-2" 6" 6" SECTION ID-D NOT TO SCALE 5• 6" 12" 12· CONDUIT SWEEPS ------. ,NOTE, CONDUIT NEED NOT BE CONSTRUCTED IN CENTER OF MANHOLE, OFFSET PERMISSIBLE. TYPICAL FOR COMMUNICATION MANHOLE. CENTERLINE CONTROL FOR WATER LINES AS SHOWN ON PLAN r C r-;::==+==z:'lPOWER MANHOLE 110'-0" x 5'-6"1 I , COMMUNICATION MANHOLE l4'x4'1 5·.o· 5·.o· i::::=-4-===~ ===r=== . "' OT WATER ;,, HOT WATER PULL BOX (18"x24"1 ...... 7 N 0 :::J cc :,: I-Q 0 ;;, iii is a,- cc 1-!;, <.> .,,u z w 00 I!= ... .J zZ w _,Q .J _,,- "' o_U ~ w w"' "' w > "' -------11 -------'- CENTERLINE MANHOLE STATION PER PLAN 5• 3• MIN, MANHOLE OFFSET LOCATION(C-1'1 TYPICAL DETAIL AND SEE DETAIL '-l...1 1'-7" 0 5· 3· 3• MINJ--~-- MIN. NOT TO SCALE * 4• 3' MIN. 2· SECTION F,-~ SECTION G-G NOT TO SCALE NOT TO SCALE 0'-11" z 51/" :5 0. "' OR 2" SEE ELEC. PLAN CONSTRUCTION NOTES: CONSTRUCTION NOTES CON'T NO DESCRIPTION 0-coNSlRUCT MANHOLE (10'x5'-6") PER ELECTRICAL DRAWINGS AND lYP. DETAIL SHEEf C-1. @-CONSTRUCT MANHOLE ( 4'x4') PER ELECTRICAL DRAWINGS AND lYPICAL DETAIL ON SHEET C-1. @)--CONSTRUCT PULL BOX (18"x24") F.A. CONDUIT. ®--CONSTRUCT SPLIT lYPE VAULT (6'x12') PER ELEC. DRWGS. @-coNSlRUCT MANHOLE (4'x6'-6") PER MECHANICAL DRAWINGS ®-GAS TRENCH AND PIPE BY GAS CO., INCLUDING PAVEMENT. NO DESCRIPTION ** @-INSTAil 3" D.I.P. 90" (MJxMJ) BEND. ** @--CONSlRUCT REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (3") PER CllY OF NEWPORT BEACH DRAWING SlD-520-L (SEE DETAIL 'B") . * * @-INSTALL 3" D.I.P. 90" LON!,. RADIUS {MJxFE) BEND. ,_,. * * @-CONSTRUCT FIRE HYDRANT ,S.SEMBLY PER CITY DF NEWPORT BEACH DRAWING STD. 500-L * CONSTRUCT SYSTEM FEED TRENCH PER SECTION B-B SHEEf C-1. @-CONSlRUCT THRUST ijLOCK PER CllY DRAWING.,-$TD-510-L • ./200L!Q::,. * * @-CONSTRUCT 12" PVC C-900 Cu\SS )"U WATER LJNE WITH TRACING WIRE, SEE SECT. A-A SHT. C-1. * * * * * * * * * CONSTRUCT SYSIEM FEED TRENCH PER SECTION B,B, SHEET C-10. CONSlRUCT SYSTEM FEED TRENCH PER SECTION C-C SHEET C-1. CONSTRUCT SYSTEM FEED TRENCH PER SECTION D-D SHEET C-1. CONSTRUCT SYSTEM FEED TRENCH PER SECTION E-E SHEET C-11. CONSTRUCT SYSTEM FEED TRENCH PER SECTION F-F SHEET C-1. * * @-CONSlRUCT DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY (6") PER CllY OF NEWPORT BEACH DRAWING STD-517-L (SEE DETAIL "A") * * @--INSTALL 6" D.I.P. 90" LONG RADIUS (MJxFE) BEND. * * @--CONSlRUCT PO.ST INDICATOR VAf.VE WJiH TAMPER SWITCH INCLUDING RED STRIPING; 31:E AAGI 1111:SI 3 Fttll,IBIIIG I t,JI. L!_Q., CONSTRUCT SYSTEM FEED TRENCH PER SECTION F,-F, SHEET C-1. * * @--CONSlRUCT CAST IRON FIRE DEPARTMENT CONNECTION 2-2 t/2" OUTLETS; CONSTRUCT SYSTEM FEED TRENCH PER SECTION G-G SHEEf C-1. SEE AR@l lilWr'!i J>l,lJMIJllill J>t/JI.& 200 & CONSlRUCT WATER LINES PER MECHANICAL DRAWINGS. * * @--CONSlRUCT 6' PVC C-900 CLASS ~ WATER LINE WITH TRACING WIRE. PROTECT IN PLACE, REPLACE ANY DAMAGED FACILJTlES. @--C:ONSlRUCT 12" x 18" INLET CATCH BASIN BROOKS DWG NO. 1218 WITH PAfl.KW/\Y GRATE. CONSTRUCT SYSTEM FEED TRENCH PER SECTION D,D, SHEEf C-10. @-CONSTRUCT 6" SDR-35 PVC STORM DRAIN @ 1% MIN. 12 CONSTRUCT 6" CONCRETE CURB PER CllY STD. 182-L lYPE "B" ~ CONSlRUCT 4• SDR-35 PVC STORM DRAIN @ 2% MIN . @--CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CllY STD. 182-L lYPE "A". CONSTRUCT a• SDR-35 PVC STORM DRAIN @ 1 % MIN. @--CONSTRUCT B" CONCRETE CURB PER CllY STD. 182-L lYPE "B'. @- 9 CONSlRUCT 1 o• SDR-35 PVC STORM DRAIN @ 1 % MIN. @-SAWCUT, REMOVE AND REPLACE EXISTING CONCRETE OR A.C. ,s. REQUIRED OR MATCH EXISTING IMPROVEMENT WHICH EVER IS GREATER. ~CONSTRUCT 12" SDR-35 PVC STORM DRAIN @ 1% MIN. REPIACE STRIPING WHERE DAMAGED BY CONSTRUCTION. @-cONSlRUCT />£0 CHANNEL BRUlI-2 EACH S110, S120, S130 AND FITTINGS REMOVE EXISTING STRIPING (BLACK PAINT). INSTALLED PER MANUFACTIJRERS RECOMMENDATIONS INCLUDING CONCRETE BASE. CONSTRUCT 4"A.C. OVER 7"A.B. PER SOILS ENGINEER RECOMMENDATION. ~NSTRUCT ACO CHANNEL BRUTE S110 AND FITTINGS INSTALLED PER MANUFACTURERS RECOMMENDATIONS INCWDING CONCRETE BASE. CONSlRUCT CONCRETE VEE DITCH PER DETAIL ffi . \]7 ** @--CONSTRUCT 12"{FExMJ) GATE VAf.VE PER CllY OF NEWPORT BEACH ~ co EB DRAWING STD-508-L ~ NSlRUCT CONCROE VEE DITCH PER DETAIL 6 @-CONSTRUCT 4" ADS PERFORATED PIPE PER GAS MmGATION SHEET MG 2.10 @---CONSTRUCT DRAIN INLET AND SPlASH WALL PER DETAIL EB DETAIL 1 AND 11. @-CONSlRUCT 7" CONCRETE OVER 4 • A.8-PER SOILS ENGINEER RECOMMENDATION. @--CONSTRUCT GRAVEL BAGS, 2 BAGS HIGH Af.ONG NORTH SIDE OF EXISTING CONCRETE SWALE AND ACROSS SWALE 20' EAST PROPOSED METERING YAfl.D. @-CONSTRUCT SYSTEM FEED TRENCH PER SECTION H-H SHEET C-10. @--coNSTRUCT GRAVEL BAGS, 2 BAGS HIGH AROUND CATCH BASIN OPENING. )I( @--CONSTRUCT SYSTEM FEED TRENCH PER SECTION I-I SHEET C-1. OMIT ONE BAG AT UPSTREAM SIDE ON TOP ROW FOR INFLOW ~ CONSlRUCT 6" OR a· SDR-35 PVC SEWER MAIN AND MANHOLES PER CllY STD-401-L. @rcoNSTRUCT CANTILEVER RETAINING WALL; SEE STRUCTURAL PLANS. CONSTRUCT SEWER IATERAL PER Cl1Y STD-40G-L @-CONSTRUCT KEYSTONE lYPE RETAINING WALL; SEE STRUCTIJRAL Pl.ft.NS. @-coNSTRUCT STANDARD SlREEf BARRICADE PER CllY OF NEWPORT BEACH * CONSTRUCT CONDUIT BANK PER ELECTRICAL DRAWINGS. DRAWING STD-900-L SEE SECTIONS A-A AND G-G ON SHEET C-l @-REMOVE EXISTING FILL AND REP!ACE WITH 4 SACK SAND CEMENT @--EXISTING SUB-DRAIN SYSTEM TO BE REPIACED WHERE REMOVED. SLURRY (2000psi) PER SOILS ENGINEER RECOMME~DATION. - SEE MECHANICAL AND STRUCTIJRAL DRAWINGS. r.;i._ • @)-EXISTING GAS COLLECTION SYSIEM TO BE PROTECTED IN PIACE OR REPIACED. &-CONSlRUCT CONCRETE CROSS GllITER PER CllY STD-lBS-L. * SEE MECHANICAL DRAWINGS. 200l'.1Q..:,. @-CONSTRUCT MANI-IDLE SEE PWMBJNG DRAWING. * * @--coNSlRUCT 4" PVC C-900 ClASS )86 WATER IJNE wm-1 TRACING WIRE. * @-CONSTRUCT SYSTEM FEED TRENCH PER SECTION J-J SHEET C-10 . * "' " ;,, ~ GRADE i= Q. w Q 1"-7" w .J m :,; l'-4M "' "" > 21 0 5• 5" 3• 3" 3• ~ 11,y IEWGilNIEIEim!NG 3- MIN. 3" MIN. SECTION F-F NOT TO SCALE 8"-8" 5'-6" s·-o· SECTION I-I NOT TO SCALE BENCH MARK, & DELETE 0 0 ,__ z .J w .J " -w ... u~ ,u c< z "' .. = >-"' "" "' u :> .,_ .J ~ u, 1"-7" 1"-4" 21 5· 5• ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER 2076 S. GRAND Avr..t, SANTA AllJ\ CA B2705 PH: 714-1l57--81+l FAI:714-957--13489 ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERIOR AVENUE} ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN. THE CAP BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPOXY. ADJUSTED 1986, ELEVATIONa 6.551 @--CONSTRUCT WATER METER ASSEMBLY PER CITY OF NEWPORT BEACH DRAWING SlD-524-L MODIFlED. 48"xB4" METER VAf.VE, BROOKS 700 SERIES . SYMBOL LEGEND NOTE: PIPE ELEVATIONS AND BEND LOCATIONS ARE SUBJECT TO CHANGE, SEE SHOP DRAWINGS. SHOP DRAWINGS SHALL BE CONSIDERED A PART OF THE CONSTRUCTION PLANS. ELECTRICAL/MECHANICAL ENGINEERS TO REVIEW SHOP DRAWINGS PRIOR TO FABRICATION 8 CONSTRUCTION. * ALL PAVING OVER TRENCHES IN PAVED AREAS TO BE 5" A.C. OVER SLURRY. ALL TRENCHES IN LANDSCAPE AREAS TO BE 18" COMPACTED BACKFILL OVER SLURRY. TRENCH IN SIDEWALK TO BE 4" P.C.C. OVER SLURRY. * * PROTECT ALL BURIED MATERIALS PER M.J. SCHIFF REPORT DA TEO 12-3-02 AND 12-13-02 AS PRESENTED BY KLEINFELDER, INC. NOTE: TRENCHES TO BE PATCHED PER TYPICAL SECTIONS ON 0 , -' II U ~ .... , --- .0.. = = = -SP- :a: POWER POLE EXIST. MANHOLE FIRE HYDRANT WATER VALVE EXIST. BLOCKWALL (RETAINING AND/OR SCREEN WALLI SPRINKLER SYSTEM STREET LIGHT -------- PROPERTY LINE EXIST. CURB ---l.---CENTERLINE -EX e·s-EXIST SEWER LINE -EX s·w -EXIST WATER LINE ---G-- -GAS LINE --E--POWER LINE I:::::::: :::::::::::::::1 SYSTEM FEED 1RENCH SHEET C-1, C-10, C-11 IMMEDIATELY AFTER BACKFILL COMPLETION. SEE KLEINFELDER SPECIFICATIONS AND REPORT DATED 8-15-02. -TEL--TELEPHONE LINE POST INDICATOR VAL VE ------<( FIRE DEPT CONNECTION FDC * _ffi LS. _ffi LS. REV BY ABBREVIATIONS FS TC FL GB FG EXIST EX FH INV pp C.Y. T.S. T.W. MTR BKFL POTHOLE REVSION D.A.B. ~ ELEC. REVSION D.A.B. 6 DESCRIPTION APP'O REV REVISIONS Finished Surface Top Of curb Flowline Grode Break Finished Ground E,isllng E•isling Fire Hydrant Invert Power Pole Cubic Yord Top of Slope Top of Woll Meler Back llow A~sembly BY OESCRIPllON NTS D/L LP HP EP CONC. MH CB s w SD E C.L. PL PIV ~ PAVEMENT CAP LIMITS Nol To Scole Daylight Line Low Point High Point Edge Of Pavement Concrete Manhole C<Jlch Basin Sewer Waler Storm Drain Underground Electric • Centerline Properly Line APP'D CITY OF NEWPORT BEACH THIS Pl.AN IS SIGNEO BY THE CITY OF NEWPORT BEACH FOIi COIICEPT Al/fJ AOHE/1£NCE TO CITY STANDARCS AND R£0/f/R£M£NTS ONl ~ lH£ CITY fS NOT !1£SPON- SIBL£ FOIi ll£Sl6N ASS T/ONS ACCl/RACY. APPROVED SHEET INDEX C-1 TITLE SHEET ANO NOTES C-2 TRENCH PIAN AND PROFlLE C-3 TRENCH PIAN ANO PROFILE C--4 TRENCH PIAN AND PROFILE C-5 TRENCH PIAN AND PROFILE C-6 PRECISE GRADING & DRAINAGE PlAN C-7 TRENCH PlAN AND PROFlLE C-8 TRENCH PLAN AND PROFlLE C-9 TRENCH PLAN AND PROFILE C-10 TRENCH PLAN AND PROFILE C-11 TRENCH PLAN AND PROFILE C-12 EROSION CONTROL PLAN HOAG HOSPITAL COGEN 12" WATER EXTENSION SEWER/WATER CONNECTIONS CITY OF NEWPO_RT BEACH -· PUBLIC WORKS DEPARTMENT v/..5313. -~ ',' SHEET 1 OF 3 , DATE OF DWG. SFPTFMAFR 4 ,~oo, p M L K J H ( G F '. ' E D C S:a O. 10 "' w + XITIN GA .00 • ---------,----,---,-.---r-.--.-----.---,----.----.--,----,---,---,.---r-,---,--.--,--,--,::-,-::::cr---c,_ - 0 6 EXI N ET. WAil A +7 .9 SE A 1.1 SALE 1-t-t-t-t-t-t-t-t-t-t-1-1-HHHHHHH---t---t---t---t---t---t---t---t--t---t---t--t--t--t--t-t-t--t--t-+-+--+--+--+--+--t---+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+---I HORI • 1•=20' t----t----t-----'hc"i"l'--'-+--+--+-+-+-+-+-+--+--+--+--+--+--t--+--+--+-+--+--+--:-+--:-+--:-+--:-+---t---t---t---t-+-+-+-+-+-+-+--l VER . 1"=4' w Ll , , , 0 :z f--'. :r: if) w w 1+00 / ----~-2+00 13 • • Cotv, _ .,.,o C. c 6· ------------~ 7 . 5 ~ x----.___ ---=~--~ p~C! --------~ 1-1 ------...... ---------=:::-:::----.... ~ ---------------- ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX- IMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO- CEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXIST- ENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDER· SIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ~55-------.J. qo ~:-+-4 5 <1-0 35 PCH .----EX. 12" HPG EX. 24" SD1----- 3+0 ~ 6 0-,'f---/:::;-L---,t,,.,... ... .,., s CE EX1sr_ . co ------- -------------- 0 \ EX_-6' SEWER NOTE: 4+00 SEE SHT. NO. C-7 --- 0 --------.:::'-_ _ 19 ~ ----------::: ------I B -- ,,..______ -------------- ---------------------------------------= tx. \ -------------------~=====---:=::::::::,,___J ----7_:4• 1-?--@'@) / I B"PV ASPH C (SCH 40 • NON-P[RFOR I ATE ------.:::: ----- 24" SFM ~-HP GAS I I -DEPTH OF EX. UllLJTIES NOT VERIFIED TYPICAL SECTION-GAS CO. 5+00 0 t 2"x6" FE TEE -----1«0 :z :z ::s 0 c.. ~ t:> ::::, :z ~ a5 ,_ ;:;; z::::, 6" FExMJ RW 8 a: ~ GATE V/>J..VE @5 1:::J V \ \__ "-"' --i--()",.-~2 -'ftff;} 30 CllY-OWNED PIPING METER BOX I-BROOKS 700 SERIES DETAIL "A" 1-3" METER IN 25,l-....// NOT TO SCALE 6+00 3 19.0± C (18.5±) 20 12. , -- , ' , / ' ' , FS 0 6" 5.69 I STORM DRAIN PROFILE 4•x3• FE REDUCER IN VAULT ----------t!~_& :,__ .I.J'/10 1---:?,-.r-FExMJ RW GATE V/>J..VE SCALE HORIZ. 1"=20' VERT. 1"=8' 12"x4" MJxFE TEE CONSTRUCTION NOTES: DESCRIPTION @-CONSTRUCT PUil BOX (18"x24") F.A. CONDUIT. ©-GAS TRENCH AND PIPE BY GAS CO., INCLUDING PAVEMENT * 4 CONSTRUCT SYSTEM FEED TRENCH PER SECTION C-C SHEET C-1. NOT TO SCALE * 7 CONSTRUCT SYSTEM. FEED TRENCH PER SECTION F-F SHEET C-1. SCALE: I" = 20' SC-.... -------- -------------------------= ~----....L --- 2+00 NTS SHEET 2 OF 3 l"\ATr nr-nu,n ,-.....-n-rr-o,,..,-n A ,. ... ,..., p M L K J H G F E D C gJ 3: • 0 -0 . 0 0 "' w 6: + ,.._ CXJ .... w t; "' -~ a, SCALE o 1 -J.-H-----l-----l--+--+--+-+-+++++++--+-+-+-t-HH-l-l--+-t---+---+-++++++-+-+-t-i-t-t-t-HH-----t--t-t-t-117 HORIZ. 1·=20• l--t--l-W---t--t-l--l--l-+-1--l-+-t--+-+--l--.µ_.j!nJ;J-t--H~-tt-+-+-+-+--l-++++++-+-+-+-l---'H-/-t-t--t-t-+-+-+-t---J---j--t-t-trt~-=-t-9--t--t--t--t---t-1t-111HH11111' ,-VERT. J",.4' 6+00 7+00 8+00 I I X I I I I 40 3o ________ _____ . 0 :z w 15.4 17.5 X 25--'--------------- 2 0 ------- I I I bl;'-,:.~_,___, '\u' i2)1~ Qc -.. ~ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX- IMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO- CEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME _LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXIST- ENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDER- SIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 18.6 X 19.5 X P_yoR A\RY -J TRACTOR'S 9+00 41.3 XIIV~-t-H4+++H~++-J ----:::a I / I .4 ~ 1hiy IEl:\RGRWIEIEffilli\!CG 0 '7 0 c::i <Cf ' 2076 3. GRAlill AVE.,, SANTA ANA CA 9!2705 PH, ?14-957-8144 FAXC..,14-95?-8499 I 0 c::i <Cf ' sj- I I BENCH MARK, ffi LS. ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2-7-77 & C.H. ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC D, COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD D, IOR SUPERIOR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK REV BY OF THE CURB FACE. SET WITH EPOXY. ADJUSTED 1986, ELEVATION~ 6.551 10+00 36.5 ~ "" 36.5 "" ~ \\ = 20' .&,_AS-B LOCATION ----.. f"W 2-2"[ f I x-. "'?"o L,~. -C • vi c::i <Cf sj- 11+00 3f.~~ . I • 0 I 0 'b I in • 0 I "' ,. , I \ I .,.; .,., 5'-0"± FLARE SYSTEM TRENCH EXISTING PIPE TRENCH SECTION NOT m SCALE 3/4" CRUSHED GRAVa \ II ,,..,---.-::::J!l~~H~~~ CONSTRUCTION NOTES: NO DESCRIPTION _e:..-'-IC\~ 1 0 ~· G lj'5 _ 7 \V ~ ,,,,,-~ xi 1 11 • POTHOLE REVISION D.A.B. 6 ELECTRICAL D.A.B. D, REVISION D, D DESCRIPTION APP'D REV BY DESCRIPTION APP"D REVISIONS { 0--CONSTRUCT MANHOLE ( 1 O' x 5' -6"} PER ELECTRICAL DRAWINGS AND lYP. DETAIL SHEET C-1. @-coNSTRUCT PULL BOX (18"x24") FA CONDUIT. * ©-CONSTRUCT SYSTEM FEED TRENCH PER SECTION G--G SHEET C-1. @-PRDlECT IN PLACE, REPLACE Al,f( DAMAGED FIICILITIES. ""'--SAWCUT, REMOVE AND REPLACE EXISTING CONCREIE OR A.C. AS 1.:::1 REQUIRED OR MATCH EXISTING IMPROVEMENT WHICH EVER IS GRfAlER REPLACE STRIPING WHERE DIIMAGED BY CONSTRUCTION. @--CONSTRUCT CONDUIT BANK PER ELECTRICAL DRAWINGS. SEE SECTIONS A-A ANP .. G::G SHEET C-1. • * * .@-CDN~UCT c.l'IRE:l'IJD]WiI ASSEMBLY PER CIT( OF NEW PORT BEACH -DRAWING SID. 500'-L ** @-CONSTRUCT 12" PVC C-900 CLASS 150 WAlER LINE WITH TRACING WIRE, . SEE SECTION A-A SHEET C-1. * * @--CONSTRUCT 12"(FExMJ) GAlE VALVE PER CITY OF NEWPORT BEACH DRAWING SID-508-L NOTE: 1 / PIPE ELEVATIONS ANO BENO LOCATIONS ARE SUBJECT TO CHANGE, SEE / SHOP DRAWINGS. SHOP DRAWINGS SHALL BE CONSIDERED A PART OF '-,<ll/'-/i-/ THESE CONSTRUCTION PLANS. ELECTRICAL/MECHJ!..NICAL ENGINEERS TO t.,_, • REVIEW SHOP DRAWINGS PRIOR TO FABRICATION 8 CONSTRUCTION. // ~: "'"""' NOTE: TRENCHES TO BE PATCHED PER TYPICAL SECTIONS ON SHEET C-1, C-10, C-11 IMMEDIATELY AFTER BACKFILL COMPLETION. SEE KLEINFELDER SPECIFICATIONS AND REPORT DATED 8-15-02. CITY OF NEWPORT BEACH HOAG HOSPITAL Tl/IS PLAN IS SIGNEO BY THE CITY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO CITY STANOAROS COGEN 12" WATER EXTENSION SEWER/WATER CONNECTIONS APPROVED-;:;;~~~=-~~~~ 1-------=--------.--------1 /Ill[) REO!JfREMENTS ONl Y. THE CITY IS NOT RESPON- SIBLE FOR OESIGN ASSUMPTIONS A ACCU/?ACY. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT APPROVED DATE SHEET 3 OF 3