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HomeMy WebLinkAboutR_5725_SEP-FQRMJ.Xl.S CITY OF NEWPORT BEACH ENCROACHMENT PERMIT (Please type or print. Press hard -make 3 copies) (1) APPLICATION FOR: (CHECK ONE) D CURB CUT • SEWER CONNECTION Permit# E.P. 9 q-7 0 D STREET EXCAVATION □ WATER CONNECTION Amount Fee Paid$ i.tJaMN-J 1------------~...;:□;....;;U.;.;N,;;.D;;:.;ER.;.;G;;;.R;,;;;O.;;.U;.:.ND;.,;;.UT;.:.IL;;,IT;.:.l;;:.;ES~--.,.,r:.~O;.:.TH;.:.E;;,R;;,;: ====-I Receipt# ________ _ 3 t oow £S r CoA&JH0 L (2) ADDRESS OF WORK: (3) APPLICANT'S NAME lf/1.o !ADDRESS: ! 825 3o Qou(dA5 sr PHONE: (.31t>(3'13-3</30 (4) OWNER'S NAME: !ADDRESS: (5) CONTRACTOR'S NAME: t.-{)(J(,t.ACi'oA M;4.lJ46C"1d'AlmRESS: Ctl (p 6;€.md'. SPECIAL CONDITIONS OF APPROVAL REQUIRED BY CITY: -. C D Locate and pothole existing City owned utilities (ie: water, sewer, or street lighting conduits) to verify locations prior to start of any work. Maintain a one (1) foot clearance over or under existing City owned utilities. To arrange for inspection of all connections to City Utilities or if a conflict should occur please contact ___________ of the Utilities Department, 48 hours prior to start of any work at (714) 644-3011 . In addition, when a sewer cleanout is required, V.C.P. or P.V.C. SDR35 shall be used with a 4TT box over the cleanout riser. •• ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR** CONTACT "UNDERGROUND SERVICE ALERT" AT LEAST 48 HOURS IN ADVANCE X. 1-~~=~~~:.:.!..!=:.:..:.:.:::..::.:.:::.:.:.:.:!..'.:~;;i;;:~O~F=.A;;;!N=Y=lEii:::X;;;;;C;;;;;A;;;.\l'._A_T_IO_N....,!;A::.!T...:1 -:.:.::8::.:.00-:.,;4~2;;..:;2.:.::,-4~1..:,:3~3~==-=;;;;;;;;;;;;;;;;;;;;;;.. __ --I (7) CONTRACTOR'S CITY BUSINESS LICENSE NO. (8) STATE LICENSE NO. (9) WORKERS COMPENSATION INSURANCE CERTIFICATE Of INSURANCE (Section 3800 Labor Code) D I certify that I have a Certificate of consent to self-insure, or Certificate of Worker's Compensation Insurance or a Certified Copy thereof. PolicyNo.: /.IWCL./755/p'{-OZ,. Company: TK/-WEST ExpirationDate:/o /t/b □ Certified Copy hereby furnished Date: _____ Applicant: _______________________________ _ (signature) (10) CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) D I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation Laws of California. If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: _____ Applicant: _____________________________ _ (signature) (11) CONTRACTOR LICENSE EXEMPTION D I am exempt from hiring a Contractor as I am the OWNER of the property and am personally performing all work within the Public right-of-way. Date: _____ Applicant:. _____________________________ _ (signature) (12) HOLD HARMLESS STATEMENT □ I understand that I am locating minor encroachments within the City right-of-way/easement. It is my responsibiltty as the property owner to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need; and I, the property owner shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date: Owner Signature: (13) <<««< 24 HOUR ADVANCE NOTICE IS REQUIRED FOR ALL INSPECTIONS>»»» CALL (714) 644-3311 The terms and conditions of this permit are printed on both sides of this form. Applicant hereby acknowledges that he has read and understan s said terms and conditions and that he agrees to abide by them. Uklu&U CH~ OWNERS OR AUTHORIZED AGENTS SIGNATURE (DATE) SPACE BELOW THIS LINE FOR OFFICE USE White -Permit Pink• Temporary Office Copy I u < CD z 0 ,- Cl z ,- z ::) :r: 0 >- CITY OF COSTA MESA ~ . ·'~--"-'."-----t,,.,.-----t-;« , ·- c .v ··-.•. -.. -,,.._ .... i,_ ... ' (:..-?- ,._ ~- r··l·\r:;'c :.:>,,,_-:,...,-... ~ ..;_~- . \c (./• F C ~;' t)1c:·r r Ii . _,,,},\ ,, \ ,,- r !'-~_-· ,~1 ,;._;,- ("II CITY !ill OF !RVINE U.C.I. 1. 2. 3. GENERAL NOTES SURVEY PROVIDED BY COORY ENGINEERING, DATED JULY 24,1997. ALL ELEVATIONS ARE BASED UPON BENCH MARK NO. 15-52-73 LOCATED AT S/W COR C.B. 185'± E/0 S'LY END OF NEWPORT AVENUE BRIDGE CROSS WEST COAST HIGHWAY 70'± S/0 CENTERLINE OF WEST COAST HIGHWAY WITH AN ELEVATION OF 9,316. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPE OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSUL TING ENGINEERS AT 1-800-227-3251 EXT. 362 FOR GREGG HOHMAN, OR EXT 342 FOR STU CATO, 72 HOURS PRIOR TO START OF CONSTRUCTION. NEW M ,/ ,BE ,-; PUBLIC WORKS DEPARTMENT 4. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFE1Y OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING NECESSARY DUST CONTROL WHERE REQUIRED. PROJECT SITE 3100 \/,£ST COAST HWY NEWPORT BEACH VICINITY MAP NOT TO SCALE ~ .:; '.: "" . I PAC • IF;c WEST COAST HIGHWAY REFER TO WEST COAST HIGHWAY SIDEWALK IMPROVEMENT PLANS PROJECT AREA I I ,ii 0 0:: EMERGENCY TELEPHONE NUMBERS ' --( ;., h ~-!' ' . ,_' "\ ·:-7. -• I _, - AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY : PACIFIC TELEPHONE COMPANY ' CITY OF NEWPORT BEACH (UTiLiTIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222. 542-.3975 AFTER 6: OD PM DIRECTOR OF PUBLIC WORKS [w-/4£?~ UTILITIES MANAGER 4' 24" 1• BATTER #4 @ 12· o.c. NOTE: REBAR TO HAVE A TENSILE YIELD SRENGTH OF 60,000 PSI. VALLEY GUTTER DETAIL 20' 20· 15' 20· C&G "TYPE c• PER Cl1Y STD. 183-L 15' 20· COMPACTED SUBGRADE A VON STREET SECTION STA: STA: 13+39.23 JO STA: 14+42.30 TO STA: 13+49.78 14+58.32 NOTE: SECTION TRANSITIONING FROM 13+49.78 TO 13+58.44 AND FROM 14+33.60 TO 14+42.30 20' 20· COMPACTED SUBGRADE 4 • AC OVER 8" AB. AVON STREET SECTION STA: 13+58.44 TO STA; 114+33.60 NOTE; SECTION TRANSITIONING FROM 13+49.78 TO 13+58.44 AND FROM 14+33.60 TO 14+42.30 5' 5' IMPROVEMENTS 5. 6. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH, CONTRACTOR TO REFERENCE SOILS REPORT BY SOILS AND GEOLOGY INC. DATED SEPT. 2, 1997. FOR THE SITE SOILS CONDITIONS. DATE TD. 182-L 4"AC OVER • 18.' 3i' ~ SEE ARCH. DWGS FOR T.L.A. PLANS 3.5' LEGEND PROPOSED w FP s SD BUILDING ELECTRICAL LINE WATERLINE FIRE PROTECTION LINE SANITARY SEWER LINE FORCE MAIN --ELEV--- STORM DRAIN LINE RETAINING WALL PROPERTY LINE CURB AND GUTTER CONTOUR • 1111 ➔ AC AD BF BW BVC COTG CONN. CONG, C&G D DC ELEV EVC EXIST. FP FG G IE K LF LT. MIN. MAX. PVI PVM'T PCR PCH PP R TREE TV CABLE BOX POWER POLE & ANCHOR SIGN MONITOR WELL GAS. METER PARKING METER ELECTRICAL MANHOLE SEWER MANHOLE CLEAN OUT CATCH BASIN FIRE DEPARTMENT CONNECTION WATER METER WATER VALVE FIRE HYDRANT ABBREVIATIONS ASPHALT CONCRETE ALGEBRAIC SLOPE DIFFERENCE BOTTOM OF FOOTING BACK OF WALK BEGIN VERTICAL CURVE CLEAN OUT TO GRADE CONNECT CONCRETE CURB & GUTTER DIAMETER DOUBLE CHECK ELEVATION END VERTICAL CURVE EXISTING FIRE PROTECTION FINISH GRADE GUTTER ELEVATION INVERT ELEVATION RA TE OF VERTICAL CURVATURE LINEAL FEET LEFT MINIMUM MAXIMUM POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF CURVE RETURN PACIFIC COAST HIGHWAY POWER POLE RADIUS RT. REINF. s SD SHT. STD S/W STA. STD S= TP TC TOW TB V.G. w W/ Cm' OF NEWPORT BEACH EXISTING \\\\\\\\\\~'\\\ ---w--- ---s--- -----FM ----- -------- u :=]GM 0 Pt·,;. ©ED Mh ,;::, '0SMH /). Q WM (Xlwv UH RIGHT REINFORCED SANITARY SEWER STORM DRAIN SHEET STANDARD SIDEWALK STATION STANDARD SLOPE EQUALS TOP OF PAVEMENT TOP OF CURB TOP OF WALL THRUST BLOCK VALLEY GUTTER WATER WITH 7. 8. 9, 10. 11. 12. 13, CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC,) IF CONFLICT OCCURS. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. BEFORE COMMENCING CONSTRUCTION, THE CON1RACTOR SHALL NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA SO THAT SAID UTILITIES MAY BE ACCURATELY LOCATED. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLD LIDS, VALVE BOXES, ETC. TO GRADE. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCllON," 1994 EDITION AND SUPPLEMENTS TO DATE, THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND SUPPLEMENTS, 14. STATIONING REFERS TO CENTERLINE OF STREET UNLESS OTHERWISE NOTED. 15. 16. 17. 18., 19, 20. 21. 22. 23, 24. 25. 26. 27. CURB DATA REFERS TO FACE OF CURB. AL,L EXP,OSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FlNISH ro ALL ADJOINING CURBS AND WALKS. ALL UNDERGROUND WORK SHALL 8[ COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLEllON OF ROUGH GRADING. THE CONTRACTOR SHALL REQUEST INSPECllON FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE COMPARABILITY WITH EXISTING CONSTRUCTION. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GOUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 20 ABOVE FROM CAL/OSHA, ALL STORM DRAIN, SEWER, AND WATER PIPE SHALL BE BEDDED PER Cl1Y OF NEWPORT BEACH STD DETAIL 106-L. P.V.C. SEWER PIPE MAY BE USED IN LIEU OF V.C.P .. PIPE MUST BE MANUFACTURED PER A. S. T.M. D3034 SDR35 OR A.S. T.M, F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEWER PIPE BEDDING SHALL BE ¾" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. ALL CONCRETE SHALL BE 560-C-3250. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DIVISION, THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED, INCLUDING AIR TEST, MANDRILLING AND VIDEO, PRIOR TO ACCEPTANCE. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTEMENT BE INSTALLED BY DEVELOPER AND TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSllBLE MATERIALS OR START OF ANY STRUCTURE FRAMING. PLANS PREPARED BY Consulting Engml!HNB flt SW F1lf/J M!lfUt; ~a,w ~ CR~ iq.,,.._,,.. "" --J/lcriJtad ...,... ,._. MFIIOw MM~ SD._ ...._. 411ii1i11 BENCHMARK AVON STREET !MPROVBAENTS 1HIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO Cl1Y STANDARDS AND REQUIREMENTS ONLY, THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. 1----+---'--------------i---i NO, 15-52-73 ELEVATION 1----+--+-------------t----;OF 9.316 SEE GENERAL NOTE 1 FOR LOCATION, COVER SHEET AND DETAILS STA 13+00.23 TO 14+56.32 Al"f'flO\IED ?:'. V::.,.o /::;> 8' -----------+----l SUB DI DATE APPROVED~~~~~q~------f. 24>-l'f i U ITI DATE DATE BY DESCRIPTION APP'D, GGH DRAWN BPT REVISIONS CHECKED DATE 5/15/98 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DWG. NO. 96094-02 SHT10F 2 0 '~ • -. --s 76 ·1 :,'oo·· E -----------...;....,..,_ 13+00 -·-I R.O.W. s . MATCH EXIST. GRADEi ,fQ;17.0 -·• -209 • I L s 76'1:,oo· E 99.96' -· ' •• 13+.39.23 G ;16.13 TC;16.6.3 -- '·~······ • 400 __ ;;'-, ..... . -•.... , ·-·-~-.. --. : ------. "'"--., L -I -· -··=----,. • ,-,\ -, ,....._,' 10P or Dlf~:T S\_OPF" <✓-1 \ ('~ -"T\o otsr-.---=~··--____ •• ., • ., ~· !12:;;_; ";,~-~ --/-~--< -~-: fk--- •• = -·_ , =---~0!! !J]l _([ {_ ·-·-------·-----------~- ----., .. ·-·-------- ;_: __ , , . ,~)199,9.6' • _· _R,..;._Q, __ .w::: ..... ·_:.::_·.:._:_·.··--·--· __ ·--· -·--· ..,...__ ·--·-,-.--::::.------.. ---.. -··----~----·~ ·"'--·=,.,....~ .-----· ~------~------~ Nil.IL L __ _ - .. ~::~.--: "io :"" :.:.':'~J.i.+tS;.17.::Lr~• 302 .:::c-:::~---: :~-.::"::::.::::: r.:._;i'f513. 75 LT.4.92' • • ····-.::.:---••• · -•• __ ./. MATCH.EXIST. AVON ST. -... ----··----------·--. j .-.~.--.-::·: -: .. ~:----=--=-····_-:_---: ... ~. ;;~.-~.~:-:.::::::.::.::.:---~-.. ~-•--:,cc..:::::. ~~~ --~.: ... -~-:.~--.-:-. =-·-_:::::._:--.::~::.A. .:::::_ --·=---.. N _\:'t-f:: .. __;, ... ------- .-··«-c•,;;1~·, ~!-":U:'l:_.U,!_1:/,/,C/-'fl·'.'"'is<:=;•,;;,;c,; "!-"',~' I . . - . -., - 22+69.98 AVON STREET 15+33.64 RIVERSIDE AVENUE 14+00· . ;:-.i;=- 1T-t93.58 L T.5 -,..,..,},_.., --"'.._---+-..,..-i~-j---'""'-'-"':;;...::: 1ST. ' r i , •••• 1<;;6,52 100.00' vc > 0.. 14+00 ... ··-·-.. . ...... ,01 .. , ,,,___+- ~-DRAINAGE CIUTTER1 ~ 9 1 7 . rr,i.q FINlpH GR,;pE @t "' ' ' PLAN 1"=10' --·----------·----------------t--- ---t 14+49.33 G=14.24 TC=14 . .34 BW=14.44 .15.15' , _R._O.W. _ _ --...; ---------_,,_ . ., __ ---.. URE TOW=AS SHOWN ON PLANS --~---L--!,!.!o~}~\~~;J;El;;-c .·'"':• 0:cJ• C::o:;:,•;:•o ;;:;;'.;~~l;'J, 8f,..A5 SHQW!,l'.~0 0•u"o;,cill ;;"0 00 ';,,. ON PL NS o:: . < -------0 · -··-·· ''' ,, ' 30 @ 24" o.c. ·,,, f 1.5' '2' 4 @ 18" o.c. --i----t-t-~--,-::-;--,c:---r:~-= -1---'-+-~~--'--f~~--'---t·c/J 2 x CONT; 20 CURVE DATA(i) R=5.00' .6=90"03'1 9" L=7.86' CURVE DATA@ R=5.00' i:,=89°57'14" L=7.90' GENERAL NOTES 1. ACTUAL LINES AND GRADES SHALL BE STAKED BY QUALIFIED SURVEYOR, BASED ON DIMENSIONS AND BEARINGS AS SHOWN ON THE PLANS. CONTRACTOR SHALL RETAIN A SURVEYOR IN THE STATE OF CALIFORNIA 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING A.C., CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA. ALL LANDSCAPING, CURBS AND SIDEWALKS SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 3. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. 4. FILLS SHALL BE PLACED IN 9"-12" LOOSE LIFTS AND COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTMD-698) WITHIN BUILDING ANO WITHIN 2' DEPTH OF ANY PAVEMENT SECTION. 5. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. 6. COTG TO BE CONST. PER CITY OF NEWPORT BEACH STD DETAIL 406-L. CONSTRUCTION NOTES SEWER LINE TRENCH EXCAVATION, SHORING, BEDDING AND BACKFILL BY OWNERS CONTRACTOR. REMOVE EXIST. CO @ SAWCUT LINE. § CONST. COTG PER CITY STD 406-L . a.201. CONST. CONCRETE S/W AND CURB RAMPS PER CITY STD 180-L & \J 181-l, CASE "H". § CONST. 4' VALLEY GUTTER PER DETAIL • (~~) CONST. 6" CURB AND GUTTER, TYPE "C" PER CITY STD. 183-L. 8 , O" CURB EXPOSURE. Q CONST. 125 lF -B" PVC SEWER LINE. S=0.0100 MIN. PER CITY STD 406-L V TO BE FURNISHED BY THE PUBLIC WORKS DEPARTMENT AND INSTALLED BY THE OWNERS CONTRACTOR. Q CONST. 14 LF-6" SEWER LINE. S=0.0100 MINIMUM. TO BE FURNISHED BY ~ THE PUBLIC WORKS DEPARTMENT AND INSTALLED BY YHE OWNERS CONTRACTOR. @ CONST. 6" CURB AND GUTTER, TYPE "D" PER CITY STD 183-L. 9 GRADE TO MATCH EXISTING Q CONST. SMH PER CITY STD-401-l. ~ TO BE FURNISHED AND INSTALLED BY THE PUBLIC WORKS DEPARTMENT. Q CONST. S LATERAL PER CITY STD-405-l. TO BE FURNISHED BY THE PUBLIC ~ WORKS DEPARTMENT AND INSTALLED BY THE OWNERS CONTRACTOR. @ CONST. CMU RETAINING WALL PER DETAIL THIS SHEET. 8 BEGIN RETAINING WALL. 8 END RETAINING WALL. 4" PERFERATED DRAIN PIPE. DRAIN TO CURB PER CITY STD-184-L CONST. CONG. GUffiR FOR DRAINAGE PER DETAIL THIS SHEET. INSTALL 4" NEENAH R-4921 SERIES DRAIN OR APPROVED EQUAL. --~........;:,..r=.rt~~:;:::=En~~~~~ CONTRACTOR TO INSTALL 6" SCH. 40 PVC PIPE FOR 100'± TO DRAIN TO DITCH EXISTING POWER POLE TO REMAIN. "' "' IX) U> aiai I I • • EXIST, 8" S • -o.o 00 MIN. 0 · --·-~ :;: ~-:itl---~+---+--+-~+---+----t--F---+--+--t---·-'---+---,··lt'-,1-::,--t-1·---t- gl ll ~ ~ + 3: II II -i-U.. Ill PROFILE SACLE: 1"=10'H, 1"=5'V ,II II !:,!.W CITf OF NEWPOOT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APf'flOVl3j ,'7.) ~~-· -,/.1.o/9<9 SU DI E GINEER DATE Ai'PFIOVEO ~~~~Y.~~-=----.,._ t" -'I' f. DATE @ CONTRACTOR TO PROVIDE LANDSCAPING ALONG WALL. 10 BENCHMARK t---+---+-----~-~-~--~t--~-JNO. 15-52-73 ELEVATION 1----+---+-------~-~---+----1 OF 9.316 SEE GENERAL NOTE 1 FOR LOCATION. 1---+----+-------------t----i DATE BY DESCRIPTION APP'D. GGH BPT REVISIONS CHECKED DATE 5 15 98 GRAPHIC SCALE i_r---i~-~-----'r ( JN FElilT ) • h=10 ft. PLANS PREPARED BY Con1111!tlrt11 EnalnHrs 'lllmit:FiPI,,__ ~air"~Ol!I~ • ...., Rl1f '1[dflll9-11i!W1 ~ ~ ;... A--, ... ~ _, ~ ~ Cdla AVON STREET IMPRO't,IBENTS PLAN AND PROFILE ST A: 13+oo TO Wf52.32 cm' OF NEWPORT BEACH DWG. NO. 96094-0.3 PUBLIC WORKS DEPARTMENT SHTZOF 2