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HomeMy WebLinkAboutR_5824_S• :r: c:..., <I: w CD z -I-(!) z i= z ::, :r: LL 1::: c:..., ..., "' t;; ~ J ~ g "' w ~ "' ADAMS AVE. CITY OF COSTA· i MESA VICTORIA PROJECT LOCATION 191" '!;! < 3 w ------. -----~ m !Ii' X ST. BAKER ci ·,c., « #f-._ ~R<:I ORANG< COAST {f COillGE ,. w " « E' ST. UNI \,:Rsl Ti' "' :::, F "' ""' '-' <( A \tF"' & Ro 0-INDICA lES AREA SHOWN ON PAc1r1c INDEX MAP VICINITY MAP NOT TO SCALE INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 CONSTRUCTION NOTES AND DETAILS 3 PLAN AND PROFILE OF 3011H STREET 4 PLAN AND PROFILE OF VILLA WAY 5 PLAN AND PROFILE OF LAFAYETTE AVENUE 6 PLAN AND PROFILE OF ALLEY #342D 7 PLAN AND PROFILE OF ALLEY #343D 8 STORM DRAIN PLAN AND PROFILE 9 STORM DRAIN PLAN AND PROFILE 10 INTERSECTION DETAIL 11 SEWER AND WAllER PLAN FOR ALLEY 342D AND DETAILS 12 SEWER AND WATER PLAN FOR ALLEY 343D AND LIGHTING PLAN 13 SEWER AND WAllER PLAN FOR LAFAYETTE 14 PUBLIC SIDEWALK IMPROVEMENTS AND DETAILS 15 SIGNING AND STRIPING PLAN SYMBOL LEGEND 0 ~ D POWER POLE MANHOLE flRE HYDRANT METER BOX . . . . . . . ... 1·· • • I . . . . . -.. ··.•; .:·. CONCRETE ~G«u«J BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE ---&-VALVf. NEW CONSTRUCTION ---t.---CENTERLINE ( POWER POLE ANCHOR MONUMENT ----S----SEWER LINE -x-x-x-FENCE ------W-WATER LINE BLOCKWALL 0 TREE ---G---GAS LINE --E-POWER LINE 0 {:J SHRUBBERY -TEL -TELEPHONE LINE .,,, _,,,,.,,, _,,,_ ASPHALT PAVEMENT -. -TV--CABLEVISION LINE ___Q_ SIGN -SP--SPRINKLER SYSTEM :a: STREET LIGHT EMERGENCY TELEPHONE NUMBERS AGENCY NUMBERS SOUTHERN CALIFORNIA GAS COMPANY 634-0251 SOUJHERN_CALll'ORNIA_EDISON_COMPANY_____ __ 895-0221 PACIFIC TELEPHONE COMPANY 611 CITY OF NEIWORT BEACH (UTILITITES DIVISION) 644-3011 COUNTY SANITATION DISTRICTS 962-2411 ADELPHIA CABLEVlSION 542-6222, U.C.I. CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 542-3975 AFTER 6: 00 PM I . ·····"·······-····- 0 PUBLIC WORKS DEPARTMENT A.C. PAVEMENT - PROJECT PLANS FOR CONSTRUCTION CANNERY LOFTS APPROVED: ?;;::-';;~ . , DIRETO!}/OF PUBLIC WORKS NOISE MITIGATION NOTES : 1. THE HOURS OF OPERATION OF EQUIPMENT lHAT PRODUCES SIGNIRCANT NOISE OR LEVELS NOTICEABLY ABO'<!: GENERAL CONSTRUCTION NOISE BE L!M!TED TO BET\11:EN THE HOURS OF 7:00 a.m. ANO 6:30 p.m. 2. ALL CONSTRUCTION EQUIPMENT SHALL BE MUFFLED AND SHALL BE MAINTAINED IN GOOD WORKING ORDtR TO REDUCE THE EQUIPMENT-RELATED NOISE GENERATION. 3. IF HEAVY CONSTRUCTION ACTIVITIES OCCUR ADJACENT TO NOISE SENSITI'<l: LAND USES, THE TEMPORARY NOISE BARRIERS SHOULD BE INSTALLED TO PROTECT THOSE LAND USES DURING THE PERIODS Of LOUDES1 CONSTRUCTION E'<l:NTS. 4. ALL CONSTRUCTION ACTIIITIES WILL COMPLY WITH APPLICABLE STATE AND LOCAL CONSTRUCTION NOISE REGULATIONS. PRIVATE ENGINEERS NOTICE TO CONTRACTOR : 1. 2. 3. 4. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT />S SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PIJ\NS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR 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 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, OR ANY PUBLIC AGENCY. THE UNDERSIGNED CIVIL ENGINEER FOES NOT WARRANT THE PROPERTY BOUNDARIES, TOPOGRAPHIC ELEVATIONS, OR LOCATION OF EXISTING IMPROVEMENTS AS SHOWN HEREON; ALL SUCH INFORMATION WAS DERIVED FROM A PLAN OF SURVEY FOR THE PROPERTY PREPARED BY ASC, INC. 3·2'1-03 DATE BENCH MARK: O.C. BM NO. J782 BRASS DISC SET IN CONCRETE AT NORTH EASTERLY CORNER OF NEWPORT BOULEVARD AND 29TH STREET. FULL DEPTH A.G. PAVEMENT UTILITY TRENCH THE TOP CURB, FINISH SURFACE, AND FLOWLINE ELEVATION FOR ALL PROPOSED CURBS AND GUTTERS AS SHOWN HEREON WERE DERIVED FROM INTERPOLATION/EXTRAPOLATION CALCULATIONS BASED UPON A TOPOGRAPHY SURVEY GRID OVER' THE EXISTING PARKING AREA. AS SUCH, THESE PROPOSED ELEVATIONS ARE APPROXIMATE (DUE TO DEVIATIONS IN THE EXISTING PAVEMENT WHICH MAY OCCUR BETWEEN OR BEYOND THE EXISTING GRID SHOTS). THUS, WHILE FORMING SAID CURBS AND GUTTERS, THE CONTRACTOR SHALL CONTINUOUSLY CHECK HIS WORK TO VERIFY THAT: ELEVATION 7.142 FEET NAV D88 YEAR OF ADJUSTMENT 1989 LIMITS OF 6" THICK CONCRETE PAVING IN SIDEWALK AREAS. 5. 6. 1. THE TOPS OF PROPOSED CURBS ARE SIX INCHES ABOVE THE NEAREST EXISTING PAVEMENT SURFACE TO REMAIN. 2. THE UPS OF PROPOSED GUTTERS ARE 3/8 INCH BELOW THE NE~REST EXISTING PAVEMENT SURFACE TO REMAIN. IN THE EVENT THAT ANY DISCREPANCIES ARE NOTED, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER PRIOR TO POURING CURBS AND GUTTERS. THE CONTRACTOR SHALL VERIFY CLEARANCE AT All. UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON PL~N. THE CONTRACTOR SH~.LL CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, THE CONTRACTOR SHALL RELOCATE UTILITY AT NO EXPENSE TO ENGINEER. THE SIZES FOR THE FIRE PROTECTION SYSTEM (DETECTOR CHECK, PIPES, ETC.) AS SHOWN • HEREON ARE ASSUMED FOR PRELIMINARY ESTIMATE AND BIDDING PURPOSES ONLY. FINAL SIZES ARE TO BE DETERMINED BY THE FIRE PROTECTION CONTRACTOR AND BASED ON FIRE FLOW DEMAND CALCULATIONS AND APPROVED BY THE APPROPRIATE GOVERNING AGENCIES. CITY OF NEWPORT BEACH BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6301 AND 6287 BEING N 35·43'52" W PER RECORDS CURRENTLY ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. 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. APPROVED: PUBLIC WORK DEPARTMENT DATE 7 6 5 3 2 1 NO. DATE REVIS!ONS APPROVED BY UTILITIES DEPARTMENT Li0t--L B~ APPROVED BY CITY TRAmC ENGINEER Q,,.., ... t4, = 4L.. 1/M -~ DATE OF DES. ENG. : R.Y. DESIGRER : R.Y. IJRAflER : R.K. <H:D<ED BY: L.G.S. ALLEY 342d I "<I-SEE SHEET NOS. 6 &-11 d z >- ~ I-LLJ 30TH STREET LLJ ~ LLJ (:;; LLJ SEE SHEtT NOS. 3 & 9 en !# <I: ::l C,j ALLEY 343d /:;:/ :s: C,j SEE SHEET NOS. 7 & 12 29TH STREET INDEX M~ I SCALE: 1" ~ 100' GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO llHE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS & THE STANDARD SPECiFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION & ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR & FINISH TO ALL ADJOINING CURBS & WALKS. EXCEPT AS APPROVED OTHERWISE. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET & DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM & SUBJECT TO REVISION & APPROVAL OF THE CITY AS REQUIRED BY SOIL TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE & BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 9. STATIONS SHOWN llHUS (0+00) ARE STORM DRAIN STATIONS & ARE INDEPENDENT OF ALL OTHER STATIONS. 10. SEWER, WATER & STORM DRAIN LINES DISTANCES SHOWN IN PROFILE & IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. ~ 11. STATIONS SHOWN [o+oo] ARE SEWER STATIONS & ARE INDEPENDENT OF ALL OllHER STATIONS. 12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM llHE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. llHE PUBLIC WORKS DEPARTMENT'S INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS & PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO llHA T llHE FORMS CAN BE CHECKED FOR LINE & GRADE & COMPARABILITY WlllH EXISTING CONSTRUCTION. . 13. llHE WALLS & FACE OF ALL EXCAVATIONS GREAllER THAN (5) FEET IN DEPllH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OllHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECllED. 14. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL/OSHA. 15. ALL STORM DRAIN, SEWER & WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L 16. llHRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WlllH CITY OF NEWPORT BEACH STANDARD 510-L. 17. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 18. ALL CONCRETE SHALL BE 560-C-3250. 19. ALL SEWER LINES TO BE OWNED, OPERA TIED AND MAINTAINED BY llHE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED A.FTER CLEANING, AIR TESTING & MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE DEFECTIVE SHALL BE REPAIRED & REINSPECTED, INCLUDING AIR TEST, MANDRILL & VIDEO, PRIOR TO ACCEPTANCE. 20. llHE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 664-3106. 21. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 22. llHAT A FIRE PROllECTION SYSTEM ACCEPTABLE TO llHE FIRE DEPARTMENT BE INSTALLED BY THE DEVELOPER & TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. 23. STORM DRAIN PIPE MUST USE TYPE 5 CEMENT TO RESIST SALT WATER UNLESS OHERWISE APPROVED BY PUBLIC WORKS DEPARTMENT. DATE 3!_02 3/02 DATE 3/_02 3/_02 PLANS PREPARED BY: TITLE SHEET: K.W. LAWLER AND ASSOCIATES CANNERY LOFTS ~~~~~~..c...J~~~SlREE."f-~IMPRGVEMEN"f-~~~1~~~~-2832 WALNUT AVENUE, SUITE A TUSTIN, CALIFORNIA 92780 • -i714) 730-0401 714) 730-0841 FAX UN~ SUPERVl:ON OF : KERRY W. LAI\UJl NO. 23927 1/28/03 DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1 OF 15 R-5824-5 100-649 ( \ TYPICAL STREET SECTIONS: NOT TO SCALE @)MODIFIED. ALLEY APPROACH NOT TO SCALE 40' TRANSITION APPROACH FROM ---""' SECTION X-X TO JOIN EXIST. ""' ----20---- . ----. /11 ---. DETAIL: - CONSTRUCTION NOTES AND QUANTITIES: REMOVALS: 0-SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER., _______ _ ,...,.,,.., ,.., • t..11'\ IV 1101 L.F 5969 S.F. """" ".,,,,, • .,-, --••••••-•••~•••• ••• ~ • • ••• _,_,., •-••os•""""""" 6' - 14' --EXISTING CONCRETE SIDEWALK (TO BE REMOVED) 14' 6' 4' " m~\---i-1".:,,.__'-.:,__,..:,.__'-_.:,,._-+~~-':..__:,,,,:'_~-:~~-"'.:,__'-..:s..__'-_.:,,.__...:'-:,,_/..;z,. ....,·_~t_· ·.::,__'-..:,.___/,~~:::...~~...:· .. ~/c:_:-:,._~ '-g_~_o~.:,~~rt_r '..:,~b'--~-f~..:ET'-AI_L...:' ©-SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. ___________ _ 0-SAWCLIT AND REMOVE EXISTING CONCRETE DRIVEWAY, __________ _ ©-SAWCLIT AND REMOVE EXISTING CONCRETE CATCH BASIN AND LOCAL DEPRESSION. - is\-SAWCLIT AND REMOVE EXISTING CONCRETE PAVING. 10411 S.F. 1089 S.F. 3 EA. 9045 S.F. -<z},-SAWCUT AND REMOVE EXISTING CONCRETE ALLEY APPROACH. ----'"-----©-REMOVE EXISTING SIGN (TYPE NOTED PER PLAN: SAVE FOR REUSE) _____ _ * 0-REMOVE EXISTING PARKING METER POST ______________ _ @--RELOCATE EXISTING STREET LIGHT (SEE DETAIL ON SHEET NO .. 12) .. _____ _ PROPOSED CONCRETE SIDEWALK. - SAWCUT AND REMOVE EXIST. __ .,,- A.C. PAVEMENT (1' MIN. WIDTH) TO FACILITATE CURB CONSTRUCTION REPLACE WITH FULL DEPTH A.C. PAVEMENT. L.......i► X @-REMOVE EXISTING TREE.-------------------- @-RELOCATE EXISTING PULL BOX (SEE DETAIL ON SHEET NO. 12). ______ _ 494 S.F. 6 EA. 17 EA. 3 EA. 3 EA. 4 EA EXISTING CONCRETE CURB AND GUTTER (TO BE REMOVED) PROPOSED CURB AND GUTTtR. LAFAYETTE AVE. ~ PROPOSED 6" THICK CONCRETE DRIVEWAY @-SAWCUT AND REMOVE EXISTING CONCRETE CURB ONLY, _________ _ e--SAWCUT AND REMOVE EXISTING CONCRETE CROSS GUTTER. ________ _ @-REMOVE EXISTING POWER POLE PER THE REQUIREMENTS OF THE UTILITY PURVEYOR ---------------------- @-REMOVE EXISTING WATER METER AND ABANDON LATERAL PER THE REQUIREMENTS 108 L.F 442 S.F 1 EA. 40' : I VARIES PER PLAN TRANSITION OF THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT .. ________ _ 3 EA. I ---- I I 5.5' - 20' 14.5' / PROPOSED O" C.F. CONC. CURB ONLY -LEVEL ~~~ I _:-=--.:::::-:_Jc_ l -0.32.!..._ PROPOSED TRENCH DRAIN EXISTING CURB AND , 20' 14.5' r EXIST. A.C. PAVEMENT I (TO BE REMOVED) I __ .-~:..:--.::: - PROPOSED CONCRETE PAVEMENT -5.51 1' MIN. TO !}. _:_::::.c__:c::_--1---1--1,..3. FACILITA1£ - GUTTER (TO BE REMOVED) 30TH ST. 2 TRENCH @NOT TO SCALE DRAIN DETAIL: INSTALL GALVANIZED STEn ANGlE FRAME (NJWjBRA FOUNDRY MODEi. NO. A2422) WITH 2' LONG TRAfflC GRATE SECTONS (AlHAMllRA FOUNDRY MODEL NO. A24()5) 30' I 15' 15' SAWCUT AND REMOVE EXIST. A.C. PAVEMENT (1' MIN. WIDTH) TO FACILITATE CURB CONSTRUCTION REPLACE WITH F'ULL DEPTH A.C. PAVEMENT. :::;3: . '-zo: I . I • - VILLA WAY 14' . I 7• 7• 0.14' ALLEY 343d 14' 7' PROPOSED CONCRETE SIDEWALK. EXISTING CONCRETE CURB AND GUTTER (TO BE REMOVED) PROPOSED CURB AND GUTTER. f-f I I IL_:-2 -Jr LJ NEW ALLEY CONSTRUCTION IS TO MATCH EXISTING GRADE AT SOUTHERLY RIGHT OF WAY. s· CONCRETE\ ;,-, . -r-:-.:c-. -•. -: 3• i r 1~ ~~~ G~TE WITH STA™lESS STEEL '.=r ; '< ,., ,. A • " PARKING METER POST NOT TO SCALE GALVANIZED POST 6" X 6: "iiisE\_ SQUARE GALVANIZED STEEL TUBE \ • • • •· , ·r ~· DETAIL: PROVIDE ATTACHMENT UECHAN51M PER REQUIREMEi'ffS OF CllY OF NEWPORT BEACH • ... .. . . .. . ' . ·• .. • ... •. • ·• • 4• UIN. NOTE: 1. CONCRETE SHALL BE 560-C-3250 r1 SECTION X-X PER PLAN CONSTRUCTION NOTES AND QUANTITIES: (CONT.) ®-INSTALL 12• P.V .. C. PIPE (SCH 80) OR APPROVED EQUAL. _______ _ ®-INSTALL 18" HOPE PIPE OR APPROVED EQUAL.------------ @-INSTALL STORMWATER TREATMENT CHAMBER (SHOP DRAWINGS OF PROPOSED CHAMBER TO BE APPROVED BY THE CITY OF NEWPORT BEACH PRIOR TO INSTALLATION).-----------------------®-SAWCUT AND REMOVE EXISTING 36" STORM DRAIN AS NECESSARY TO CONSTRUCT JUNCTION STRUCTURE. --------------- SEWER IMPROVEMENTS: @--INSTALL 6" RESIDENTIAL SEWER LATERAL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-406-L. _______________ _ ®-INSTALL 6" COMMERCIAL SEWER LATERAL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-406-L., ----------------@-CONTRACTOR TO LOCATE END OF EXISTING SEWER LATERAL AT PROPERTY LINE, CLEAN OUT LATERAL AND PREPARE FOR REUSE PER THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITY DEPARTMENT. ---------- WATER IMPROVEMENTS: * * @-INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-5DJ-L. ------------- * * QY-INSTALL 1" WATER SERVICE PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-502-L------------------- @-INSTALL 1" WATER SERVICE PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-502-L WITH 1• BACKFLOW PREVENTOR DEVICE, _____ _ @-RELOCATE EXISTING WATER MAIN PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-528-L SUBSTITUTE P.V.C. C900, CLASS 200 PIPE FOR DIP CLASS 52. _____________________ _ **NOTE: BACKFLOW PREVENTORS TO BE INSTALLED ON ALL WATERSERVICES PER DETAIL ON SHEET NO. 11. SIGNING AND STRIPING IMPROVEMENTS: @--THERMOPLASTIC PARALLEL PARKING STALL STRIPES PER DETAIL ON SHEET N0.15. _ @-PAINT ON CATCH BASIN "NO DUMPING -DRAINS TO OCEAN", ------- @-PAINT CURB RED. __ ,---------------------©-INSTALL STREET SIGN; POST PER CITY OF NEWPORT BEACH REQUIREMENTS. (TYPE PER PLAN) ____________________ _ @-INSTALL STREET SIGN AS NOTED. (TYPE PER PLAN) ----------- ®-APPLY THERMOPLASTIC STOP BAR AND LEG~ND. ------------ BULKHEAD IMPROVEMENTS: @-RAISE EXISTING BULKHEAD TO' MINIMUM ELEVATION OF 8.61 PER CONCRETE SIDEWALK EDGE DETAIL ON SHEET NO. 14. --------------®-CONSTRUCT GUARDRAIL TO MATCH EXISTING GUARD RAIL NORTHERLY. ____ _ @--CONSTRUCT CONCRETE CURB AT BULKHEAD TO MINIMUM ELEVATION OF 8.61 PER DETAIL ON SHEET NO. 14 .. ------------------- REF: 290 L.F 305 L.F 2 EA. 5 L.F. 8 EA. 22 EA. 14 EA. 18 EA. 4 EA. 1 EA. 2 EA. 10 EA. 4 EA. 16 L.F. 5 EA. 2 EA. 1 EA . 124 L.F. 124 L.F. 60 L.F. @-REMOVE EXISTING SEWER CLEANOUT AND ABANDON LATERAL PER THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT. ___ _ * NOTE: METERS TO BE REMOVED BY CITY FORCES PRIOR TO CONSTRUCTION, AND REUSED AT NEW LOCATIONS PER PLAN. EXTRA METERS ARE TO GO TO CITY YARD. SURFACE IMPROVEMENTS: 1 EA. @-GRIND PAVEMENT 0. 1' MIN. AND AC. CAP WITHIN PROJECT LIMITS TO CENTERLINE OF STREET. --------------------177 L.F QV-INSTALL PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-920-L,-------------------8 EA. @-CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A, 6" CURB FACE, WITH MODIFIED 18" GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO .. STD-182-L. _ 177 L.F @-CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A, 6" CURB FACE WITH 24" GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-182-L. __ 400 L.F @-CONSTRUCT CONCRETE CURB ONLY, TYPE B, WITH O" CURB FACE PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-182-L._______ 520 L.F @-CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-180-L. > 10054 S.F. @-CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-181-L-A. AND STD-181-L-B, THE ADA, TITLE 24 AND AS DETAILED HEREIN,_____________________ 13 EA. @-CONSTRUCT 6" THICK CONCRETE PAVEMENT PER SOILS ENGINEER'S RECOMMENDATIONS. ______________________ 15483 S.F @-CONSTRUCT 4" A.C. OVER 4" A.8. PER SOILS ENGINEER'S RECOMMENDATIONS.__ 1367 S.F @--CONSTRUCT FULL DEPTH A.C. PAVEMENT._______________ 535 S.F @-CONSTRUCT ALLEY APPROACH PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-142-L AS MODIFIED PER DETAIL HEREON.___________ 494 S.F @-CONSTRUCT CONCRETE ALLEY PAVING (6" THICK CONCRETE) PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-140-L AND STD-141-L AS MODIFIED PER TYPICAL SECTION HEREON, ______________ 7597 S.F @-CONSTRUCT TREE WELL AND CONCRETE BANDING PER DETAIL ON SHEET NO. 11. _ 8 EA. @-CONSTRUCT BOLLARD (SHOP DRAWING OF PROPOSED BOLLARD TO BE APPROVED BY CITY OF NEWPORT BEACH PRIOR TO INSTALLATION). __________ 22 EA. @-INSTALL PARKING METER POST PER DETAIL HEREON. __________ _ @-INSTALL STREET UGHT PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-202-L-A (REUSE EXISTING POLES). ------------- @-A.DJUST EXISTING W.~TER VALVE TO GRADE,, _____________ _ @-ADJUST EXISTING MANHOLE TO GRACE. ______________ _ @-ADJUST EXISTING WATER METER TO GRADE.--------------®-ADJUST EXISTING SEWER CLEANOUT TO GRADE. ___________ _ @--CONSTRUCT UTILITY TRENCHING PER CITY OF NEWPORT BEACH STANDARD DRAWINGS NO. STD. NO. STD-105-L THRU STD-105-L-E. -------- @-ADJUST EXISTING SURVEY MONUMENT TO GRADE. ___________ _ STORM DRAIN IMPROVEMENTS: @-CONSTRUCT CURB OPENING CATCH BASIN, TYPE OS, PER CITY OF NEWPORT BEACH STANDARD STD-306-L, _________________ _ @-CONSTRUCT .LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STANDARD STD-304-L. ___________________ _ @-INSTALL TRENCH DRAIN PER DETAIL HEREON. ____________ _ @-INSTALL 18" R.C.P'. (D-LOAD PER PLAN).-------------- @-INSTALL "FLOWGARD PLUS" PER MANUFACTURER'S SPECIFICATIONS _____ _ OR APPROVED EQUAL. @-CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH ,STANDARD DRAWING NO. STD-310-L. ------------~--- @-SAWCUT AND REMOVE EXISTING 15" S.D. AS NECESSARY TO CONSTRUCT JUNCTION STRUCTURE. ____________________ _ @-SAWCUT AND REMOVE EXISTING 18" S.D. AS NECESSARY TO CONSTRUCT JUNCTION STRUCTURE. ____________________ _ ~ INSTALL CLEANOUT PER DETAIL ON SHEET NO. 11. ________ • ___ _ @-INSTALL 12" ATRIUM GRAT£. __________________ _ ®-INSTALL 6" P .. V.C. PIPE (SCH 80) OR APPROVED EQUAL. ________ _ ®-INSTALL 8" P.V.C. PIPE (SCH 80) OR APPROVED EQUAL. ________ _ 8 EA. 3 EA. 3 EA. 7 EA. 21 EA. 25 EA. 920 S.F .. 2 EA. 3 EA. 3 EA. 241 L.F. 11 L.F. 4 EA. 7 EA. 1D L.F 5 L.F 10 EA . 3 EA. 213 L.F 185 L.F ~,,_~,Ess1~-t'.,. CONSTRUCTION NOTES #❖~•-11t.k -~···· ---t=':====:1=:::::::::1==================================::::::1:====::::1=""---"-'-=-"-'-'-.=cc."'-'-"=+' -~~· :A-NB ~BA"N-'FI-'FI-E-s,~-~~-_,,.,___. -----~:::: ~~ • -HO.ll"" * EXPIRES: 12-31--05 * DATE TYPICAL STREET SECTIONS ~Ir o?~~~\\t-.~ DATE BY DESCRIPTION APP'o. DESIGN~y_sY: DRAw\s/' CITY OF NEWPORT BEACH l--PR-o..E_c__,~'---N-o. __ ---1 CHECKED BY: DA TE L.G.S. 1128/03 RE\ISIONS PUBLIC WORKS DEPARTMENT SHEET 2 OF 15 649st02.DWG 100-649 ._ 0 CONSTRUCTION NOTES: REMOVALS: 0-SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. ©-SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. 0-SAWCUT AND REMOVE EXISTING AC. PAVEMENT. 0-. SAWCUT AND REMOVE EXISTING CONCRETE DRNEWAY. 6 C 10 6 10 6 ©-SAWCUT AND REMOVE EXISTING CONCRETE CATCH BASIN AND LOCAL DEPRESSION. ©-S1>.WCUT AND REMOVE EXISTING CONCRETE PAVING. ©-REMOVE EXISTING SIGN. 0-REMOVE EXISTING PARKING METER POST. @-RELOCATE EXISTING STREET LIGHT (SEE DETAIL ON SHEET NO. 12). @-REMOVE EXISTING TREE. @-RELOCATE EXISTING PULL BOX SEE DETAIL ON SHEET NO. 12) @--SAWCUT AND REMOVE EXISTING CONCRETE CURB ONLY. SURFACE IMPROVEMENTS: ~ CONSTRUCT CONCRETE CURB AND GUTTER, TIPE A, 6" CURB FACE WITH 24" GUTTER PER CIT/ OF NEWPORT BEACH STANDARD DRAWING NO. STD-182-L. @-CONSTRUCT CONCRETE CURB ONLY, TIPE B, WITH o• CURB FACE PER CrTY OF NEWPORT BEACH STANDARD DRAWING NO. STD 182-L. @-CONSTRUCT CONCRETE SIDEWALK PER CllY OF NEWPORT BEACH STANDARD DRAWING NO. STD-180-l. • @-CONSTRUCT CURB ACCESS RAMP PER CIT/ OF NEWPORT BEACH STANDARD DRAWING NO. STD 181-LA. @--CONSTRUCT 6" THICK CONCRETE PAVEMENT PER SOILS ENGINEER'S RECOMMENDATIONS. ®-CONSTRUCT TREE WELL AND CONCRETE BANDING PER DETAIL ON SHEET ND. 11. @-CONSTRUCT BOLLARD ( ~~OP ORAWIN& OF THE PROPOSED BOLLARD TO BE APPROVED BV Tl1E CITY OF NEWPOIIT BEACH PRIOR iD IN5TALLATIOhll. @-INSTALL PARKING METER POST PER DETAIL ON SHEET NO. 2. @-INSTALL STREET LIGHT PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-202-L-A REUSE EXISTING POLES). ®-ADJUST EXISTING MANHOLE TO GRADE. @-INSTALL TRENCH DRAIN PER DETAIL ON SHEET NO. 2. --1----------I- !I ,.., l,i~ ~ ~ g5 "" "" "' "' q~ 0 "' 0 ,-.. + + "'K: 50' v.c. 1r:-----:;',L-~1~5.,i,59T," ·:::C·:::::~ ____.. Lt::4. 03' O.C. L=3.35' -~Lt::3.36' O.C. o.c. P.l.=7.58 L=7.85' o.c. .....: .....: ,. PR0P01 ED TOP OF CURB .....: .....: .....: .....: j -j j j '~ -0.86' • .... :z: 0 t; Q ..... . "' en o.c. 5+00 _1 .,_; _; VILLA WAY , SEE SHEET NO. 4 .,. o:i d ~ ....; u u . ' 0..0,·o :::E . c2 l C 2 o ...... o,u ,:0 0....: • a-: No_O 1 ~ + o9, • . U") ..... t--, r----. 30 33 31 0,40% 0.40% 0 40% ---------- -·,-----•!----------· ---------- •••• \_EX STl~G TOP OF CURB @ 15' NORTH OF ft <.!) 0 tc; c::,o + . <O ..... u > o:i \_EX STING FINI~ H SURFACE @ rt I/ I ----· -- \_ EX STING TOP OF CURB @ 15' SOUTH OF t . u u, > 0 o:i I gu U")~ N 6+00 31 31 30 30 31 32 3D 31 50' v.c. P.I. = 7.26' 0.: ::c - 0 <.!> iA..,.:. ,_ <D +-: <D ..... OF CURB nc-,. --------- '-' o.... b ::i:: I gu o>-' "' ,.,, 50' V.C. P.l.=7.58' 30 31 u u. ;>:O .., I 0 . oU ~I~ 30th CURVE DATA : @--t;= 89' 58' 57" R = 5.00' L ·= 7.85' T = 5.00' @-t;= 90· oo· 54" R = 5.00' L = 7;85' T = 5.00' I 30 • 0.40% ---------------------- PRO 0SED TOP OF GRATE @t <.!) 0 ,-.: 0 <D +O ,_ ,-.. ----- ..... ,-:: 7+00 30 -0.40% -- ------- 31 31 STREET REF: :z; 0 G ...... VI Vl --- ~o ... -~.......__ __ ....., o1=b a:::I ........... + ..-+ 0-0...-.... co • o...cc r-,.. r-,.. ..... o,_--·-=>~ o""? '-? o~ 1-.... •·, Qu> CltO W 1---W L=5.77' =4.04' I =5.' 'R' ------------------------------------ 0 10 lr" 6 10 -... --------_._ __ ------------------------l-----6 ._-'-'o.7C.,=---t-,-',o.c. o.c -~ ~=n•,.,__1. ____ ...L ____ _1_ ___ _JL_ ___ _j_ ____ ...L ____ L_ ___ _j ____ ~ 8+00 9+00 NOTE: 1. SEE SHEET NO. 9 FOR STORM DRAIN IMPROVEMEITTS. 31 2. SEE SHEET NO. 15 FOR STRIPING IMPROVEMENTS. 30TH STREET PARK SEE DETAIL ON SHEET NO. 10 ., IJ' SEE INTERSECTION DETAIL ON SHEET NO. 10 33 NOTE: ALL PARKWAY STREET TREES SHALL BE APPROVED BY THE CITY AND CONFORM TO THE CITY DESIGNATED STREET TREE LIST. ALL PARKWAY TREES SHALL HAVE ROOT BARRIERS WHEN PLANTED AND BE 36" BOX SIZED TREES. APPROVED I EXISTING VAULT {PROTECT IN PLA ) -0 N II DRAWN BY: R.K. CITY OF NEWPORT BEACH 1-PR-O.E-'c~'-No_. ----l PUBLIC WORKS DEPARTMENT SHEET 3 OF 15 DATE 1128103 I \, .1---------,f------+----+-----1-------,-------,-----,------,----+----+-~--+---~--+~----,-----+---,---+----,--,--,--,--.+-,------,--,--,--+-.,--,--.---f------+---.-+---.. -.-+---.. --+----+----.-----,'------+-.------1--.---.-+--.-.--l,-----+----+-----+------+-----+----+-----f-,-----+,----+-----j 6 10 6 10 6 3+00 4+00 CONSTRUCTION NOTES: REMOVALS: 0-SAWCUT ANO REMOVE EXISTING CONCRETE CURB ANO GUTTER. 0-SAWCUT ANO REMOVE EXISTING CONCRETE SIDEWALK. 0--SAWCUT ANO REMOVE EXISTING A.C. PAVEMENT. 0-SAWCUT AND REMOVE EXISTING CONCRETE ALLEY APPROACH. ©-REMOVE EXISTING SIGN. 0-REMOVE EXISTING PARKING METER POST. SURFACE IMPROVEMENTS: @--GRIND PAVEMENT 0.1' MIN. AND A.C. CAP WITHIN PROJECT LIMITS TO CENTERLINE OF STREET. @-INSTALL PARKING METER POST PER Cl1Y OF NEWPORT BEACH STANDARD DRAWING NO. STD-920-L. @-CONSTRUCT CONCRETE CURB AND GUillR, TYPE A, 6" CURB FACE, WITH MODIFIED 18" GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 182-L. @--CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 180-L. @-CONSTRUCT CURB ACCESS RAMP PER Cl1Y OF NEWPORT BEACH STANDARD DRAWING NO. STD 181-LA. @-CONSTRUCT 4" A.C. OVER 4" A.B. PER SOILS ENGINEER'S RECOMMENDATIONS. @-CONSTRUCT FULL DEPTH A.C. PAVEMENT. @-CONSTRUCT ALLEY APPROACH PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 142-L AS MODIFIED PER DETAIL ON SHEET NO. 2. @-ADJUST EXISTING WATER VALVE TO GRADE. @-ADJUST EXISTING MANHOLE TO GRADE. @-ADJUST EXISTING SURVEY MONUMENT TO GRADE. -----------------· ------------------------------------- . ~ ~ .. H L II ' ,11nr-41'[' "9 10 . " " • \ ~ 00 ,._ + Ii. <0 .,., ...: "" ·~ ~'f:;:m "" = 00 L------•• -----------------• ---------________ .., ---------~--------- ;!: i,,..e, -----------------_ Jl _ ----------------------------------------------_.,. _ -------- ---------+----------6 EXISTII G TOP OF CURB -• •' r-«:-T ,_,-• -~ • -•-' I -'1 1 ---------r--------- 5+00 II I:;, "' ~ "" "' " ,.,, ~ ,.,, z i I "" a I . . CL :1t "" .... C) -1.0~ 0.75~ 1~%~6.1x . ' ' • ,u I • .,._! ·8: ' ,-.:: 6+00 .,., 00 cci ..... + <0 SEE INTERSECTION DETAIL ON SHEET NO. 10 ' ..., -CL ::,s < C> "" z. ..... z: . 0 ~ -0 00 I-:,:: . co uu U') ,_ . N < ,_ uoo U') .,, + ""'° <0 "" -. 00 cj 00 U") 5 00 U") + ,; <0 q "1 a ,.._ a ---------<181\------~-' ~ + C 0 "' -----··----- ------ ---··-----·· l;)(ISTING FlRE HYDRANT (PROTECT IN PLACE) :---~-;~ _'--:@ ; !1:\> R20A CURVE DATA : @-t:,= 89' 58' 57" R = 5.00' L = 7.85' T = 5.00' '. b, • '?0,--- , i:z:: I . _ i, 7' 7' 14' ALLEY NO. 343d SEE SHEET NO. 7. ®-/::,= go· oo' 54" R = 5.00' L = 7.85' T = 5.00' PARKING METER NOTE : NEW METER POSTS TO BE CONSTRUCTED AS CLOSE TO CURB FACE AS POSSIBLE. I . {9l'19) VILLA CL ::E QC '""' -..... .,_; 0 :.su co U") 0 • 1=lo ,-.... 0, o""! + C:,<Q <0 I CL ::E ,:'.'< .... 0 :.su 0 • I= lo o""! "'"' PROPOSED TOP OF Cl RB 10 @11'EA! OFt, ;;d,l~-+----F=o=.42=%=--+\..1-_--1r:'6~.·~:t-:..:-~-~o~i~~-------~--------- T 6 Q: ¼-1.Q% y ; 7 T L_ 0... 0... "' :z ::,s < CL a:: 2 < .... "" 0 < "" C) :z: ..... 0 z: ~ c i...u "' 2<. "' 0, "' ~ 0 • ~~ I-"' 00 Q..00 00 0 r' c,CT! + &l« + 1-<0 ,-.... 00 ~ ~ al ~ J~ :,:: . uu l3 ~ . ,_ . :, ~ .., ,_ '-' ,,., + .; ;!: LO ,._ ""''° 7+00 8+00 II I:;, "' tii ~ § ,.,, I I . "" .., . ., "' q q 1----------i,sn------+-~ ........... ' ., a ,.._ 0 + + "' "' WAY REF: ~-V) 1-c, . o>< • uu.J .h,, oZ~ zow ..,~~ = "' II ..,. ,.,, ?;, z: "' ~ ~ 5 .., .., C, ,r, q Ol 0 ,.._ 0 a, 6 ,:t 9+00 -z, NOTE: 1. SEE SHEET NO. 8 FOR STORM DRAIN IMPROVEMENTS. 2. SEE SHEET NO. 15 FOR STRIPING IMPROVEMENTS. 3. SEE INTERSECTION DETAILS ON SHEET NO. 10 FOR LOCAL DEPRESSION DETAILS. SCALE: 1 ,, -20' APPROVED PLAN & PRO FILE 7- ~~=-=1~~==~=~~~===~··=· ~=~=~~======~~=~==~~~===~~~~=~~~=~=~~~~~==~=~~~~~~~~~~4=·=· ·'4···=·~===~===····=--·=····+=4======~==~~-~1/.c..I-1,L,.4.~W-A¥~-~=~1--~~~~ VERT. HORIZ. 1 "= 1 "= 4' 20' STA. 5+46.96 TO STA. 8+08.95 DATE f-D_A_TE~_BY_~---□-Es_c_R1P_TI_oN _____ _._A_PP_'D-1. '°"DE""'S-=,-IGN=~"-'\:7~Y,...: --tD,,-R..,,AWN,....-":"'.;~'. ---i CI TY OF N EWP ORT BE A CH \...PR_o_..E-'c~'-N-o. __ __, REVISIONS CHECKED BY: DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 15 L.G.S. 1128103 649st04.DWG 100-649 . ....: 10 6 0 C 50' v.c. 10 [0.40 ~, 6 ------------------_____ ,.. ___ ------------------- 10 6 ------------------0.. ) -0.23'i_ i ~-----+--l--'---+---+----+---+---f-------1~--l-~~a,. a:: u co Li... ~ • "'? o-uJ:::;.. 5+00 6+00 CONSTRUCTION NOTES: REMOVALS: 0--SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. 0-SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. ©-SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. ©-SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY. 0--SAWCUT AND REMOVE EXISTING CONCRETE ALLEY APPROACH. 0-REMOVE EXISTING PARKING METER POST. @-RELOCATE EXISTING PULL BOX (SEE DETAIL ON SHEET ND. 12). @-SAWCUT AND REMOVE EXISTING CONCRETE CROSS GUTTER. @-REMOVE EXISTING POWER POLE PER THE REQUIREMENTS OF THE UTILITY PURVEYOR @-REMOVE EXISTING WATER METER AND ABANDON LATERAL PER THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT. SURFACE IMPROVEMENTS: @-GRIND PAVEMENT 0.1' MIN. ANO A.C. CAP WrTHIN PROJECT LIMITS TD CENTERLINE OF STREET. @-INSTALL PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD DRAWING NO, ST0-920-L, @-CONSTRUCT CONCRETE CURB AND GUTTER, 6" CURB FACE WITH 24" GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 182-L @-CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWING NO, STD 180-L. @-CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 181-L-A. @-CONSTRUCT 6" THICK CONCRETE PAVEMENT PER SOILS ENGINEER'S RECOMMENDATIONS, @-CONSTRUCT 4" AC. OVER 4" A.8. PER SOILS ENGINEER'S RECOMMENDATIONS. @-CONSTRUCT FULL DEPTH AC. PAVEMENT. @-CONSTRUCT ALLEY APPROACH PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 142-L AS MODIFIED PER DETAIL ON SHEET NO. 2. @-ADJUST EXISTING MANHOLE TO GRADE. @-ADJUST EXISTING WATER METER TO GRADE. ®-ADJUST EXISTING SEWER CLEANOUT TO GRADE. 7+00 RAMP DETAIL: SCALE: 1 =4 . "" -0, N c..i~ >-O + 0 :-' r-: r-,... I-w..._.. ®-CONSTRUCT UTILITY TRENCHING PER CITY OF NEWPORT BEACH STANDARD DRAWINGS JOIN EX (7.09)T.C. 6.66T. 1 •112.C F NO. STD-105-L THRU STD-105-L-E. '(6.63)F.L 1---=0=a.2==,j=c%_-+-'6-'.6"-2F-i. __ ._· --,- @-ADJUST EXISTING SURVEY MONUMENT TO GRADE. ~ ,--1-. _ , 9.6% I v--10~ MA:<, "' 0 0 :z: a, 0 l ....: \ Elli iTING TOP OF CURB ' ! \ p !OPOSED T p O~ CUR 8 1A.., _r,11• V nr Ii" !:::: ""= A of I'.. ... -,,.. - ..L...l..lJL--.c~ --+-+----+-----+----~ .~~l--:V,z----+--------1~ " I 1 ••--'I •••-I -• "'" ~ ~~ t nn' \I (' f\k.l t;' 10 ----------6 10 (1.32 ) ---- (-0.40%) - --------r------------------... \ --o---..,__+-1-----1---0-----1----------~--·~ ---------.,_ ___ ------------------~---------~---------~-------6 "" <n r---..... r---.,., 0:, .,., +.., ""~ \ EXISTING n ilSH ! . ~I IDl:'Al'r:' jj _f1''!------l---":g~1Q~~:a· ___ --l----+-----+----+-----+----+--------+-----t ,,., ..... -en :z: "! + ,,; 0, .,,.. <=- 1 P1 OPOSED TC D-v-O-'rFirC--riUR,-B+---t---t---11-----t---+---+---+---+---+---+----r-----t-----t----t----t---t--10_---; v 14 t.A:>lt. [l Ut It. 0.40'L 5.Bl -0.40% 7 -.sL , ,s.: ~ >-0.40'1: ~ ------ 8+00 9+00 w" ~ C1. LAFAYETTE 10+00 NOTE: 1. SEE SHEET NO. 9 FOR STORM DRAIN IMPROVEMENTS. 2. SEE SHEET NO. 15 FOR STRIPING IMPROVEMENTS. 3. SEE INTERSECTION DETAILS ON SHEET NO. 10 FOR LOCAL DEPRESSION DETAILS. 4. SEE SHEET NO. 13 FOR SEWER AND WATER IMPROVEMENTS. 11 +00 i'::, .. -----.. -----.. ----"'+--.. -----·. ---r-□..--.. SEE INTERSECTION DETAIL ON SHEET NO. 10 AVENUE CURVE DATA : @-l:,,= R = L = T= 111'37'47" 8.00' 15.59' 11.78' @--l:,,= 68'21'21 ·: R = 9.00' L = 10.74' T = 6.11' 6 ,., .... ~:o~s~:~~T :~:R~:~l~::T:~ BASIN, TYPE os. PER CITY OF NEWPORT JOIN EX.-~' -Ci~ -7.2% -~It-~ tt--'-~~ --REF: APPROVED ~~~~~-~ ~;;;;;;;;~~;:::i~~~PEfLCl1'COLNEWPORLBEACu -··--;~~~J2~-~~0~~~~_,,,--\ ;~~[;] : ~',,~ =~=•~..,l~=~==~===~~========~~=~~====================~~~~=c.cJi==~==l=============J==::=:j--~-------j!="-~==p~Tbi::::¥~~~-:~~~.~--==~,,~~~~~~~~ @-INSTALL "FLOWGARD PLUS" PER MANUFACTURER'S SPECIFICATIONS OR APPROVED EQUAL NO. l1. • • • \ \_R/W DATE FROM 7 + 16.89 TO ALLEY 10+01 .35 @--INSTALL CLEANOUT PER DETAIL ON SHEET NO. 11. (J.26) PRO.ECT NO. Q__ F.S. VERT 1 " --4' DATE BY DESCRIP110N APP'D. >ESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH &-INSTALL _6" P.V.C. PIPE (SCH 80) OR APPROVED EQUAL , R.Y. R.K. >--~•------1 ~ • ( ) HQRIZ, 1" 20' REVISIONS cHECKED BY: DATE PUBLIC WORKS DEPARTMENT SHEET 5 OF 15 &-INSTALL 8 P.V.C. PIPE SCH 80 OR APPROVED EQUAL. L.G.S. 1/28/03 649s\05.DWG 100-649 .. 1 n 6 0 10 6 10 6 • 8+00 9+00 CONSTRUCTION NOTES: REMOVALS: ©-SAWCUT AND REMOVE EXISTING CONCRETE PAVING. @--REMOVE EXISTING WATER METER AND ABANDON LATERAL PER THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT. SURFACE IMPROVEMENTS: @-CONSTRUCT CONCRETE ALLEY PAVING (6" THICK CONCRETE) PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 140-L AND STD 141-L AS MODIFIED PER TYPICAL SECTION ON SHEET NO. 2. @-ADJUST EXISTING WATER VALVE TO GRADE. @-ADJUST EXISTING MANHOLE TO GRADE. @---ADJUST EXISTING WATER METER TO GRADE. @-ADJUST EXISTING SEWER CLEANOUT TO GRADE. ' 5•+ --'-+ . ~ _...,.; 0 0 <...: .,., :z-:=--+ 5-0 u.J • -..,t::, .... 2= >- 0 I :::I -. ,-..,.; .,., :z:...: -_..., + C!>u:, 0 ..... -... .., 10+00 9'± 11' 4' ~ 15' 15' VILlA WAY SEE SHEET NO. 4 crl Cl CD c:i --. "" N + C, - ~[ s V, .,, ... C, N ..... (0.81%} --------- !STING FINI RFACE ,. "·-·-· . ru11H:.I\LI • ... c:i i5 en ...: N ~ ,.._ ,.._ + .,., 0 ,-..: -- ------e---· --------- crl c:i 0 (0.47%) 0.. :::c en C, . ...: 00 ~ .... "' + O? -..... -- '--E ~!STING AN PROPOSE F NISH SURF ,CE @ 7' • I ORTHERLY F (t / EXISTI G FINISH , URFACE @{ ,,,-PROPOSED FINISH S RFACE -_, --·-· ·--· . . -- iH CD ' c:i -- 't. ~ vi ..... ... lri + C, -,-.. 11 +00 • ALLEY "-PROPOSED F NISH SURF CE I (l c.. :::c: --vi DO • ....... +..., -0? -r-- NO. ' Ii ' J,j • V, ...: ..., ! ~ "l ..... ,c . <i:i .~ • V, ...: ..., : .,., ,-..: 12+00 342d REF: 0 crl . .· 0 0 ,.;1, -+,, "'1' .; CD Cl --. ~ co -+ .,, ' -~ 13+00 u., "' 3' >-::, "' to 0 => C ::;; z: 0 cu '-' 15 w' ,;lw' o,_ ::5 g~ "' G "- ~ "- as :'.l as o,_ ""' ~ ,_ "' "' '-' z z I=! ~ 5io "' -"' X "-XO-u., -..... - r 6 34 >-29 :::; '-"' w . 5 g ~ 6' ---,., ,,, +o ,., z -w :::; :z: -' V, <D -' . <D <~ .,, "' + c::, en .,, :z: ~ -u.J --------,,------- '=" >-a, u.J DO :::J l ti ~ ::· + .,, c5di - :::; V) >--.... . I ::., U') -< . .,, ... c::, 00 + ..., :z"'l -u.Ju> :z: 2, I;--: ~-i; ""': .,., ~-~ .,, + :z: .,, - -------- 14+00 NOTE: 1. SEE SHEET NO. 11 FOR SEWER AND WATER IMPROVEMENTS. I I 13+55.41 11_ ALLEY N'342d = 9+95.30 11_ LAFAYETTE AVE. 10 6 10 6 10 6 ~ I APPROVED PLAN & PROFILE --.,. I <.c Q ? -I v . 0 N II = --• ~ ~ .. w -= _) ~ <( ~ 0 (/) .. ~ 7-:-> -"' ~~=1==~=~===~===~~~=~~=~~~=~==~==~~~=~~~==~··=·· ·=· ~=-·=· ·=·· ==~~==· ~=~===· =· =~~~==~==l=::==!=======:::::±=I-=--........... =--==· .. ···+~~·~· ··AtbE:-Y-~Ne. 34£-d~·· =~~~~~~ VERT. 1 "= 4' HORIZ. 1 "= 20' DATE FROM 10+15.00 TO 13+36.67 DATE BY DESCRIPTION APP'O. DESIGNED BY: DRAWN BY: R.Y. R.K. CHECKED BY: DATE 1----'----'--------------'---J--"'-'-'--!----"',,,__~ CITY OF NEWPORT BEACH 1-PR_M:_,C~'--NO_. ---I REVISIONS L.G.S. 1 /28/03 PUBLIC WORKS DEPARTMENT SHEET 6 OF 15 649s!06.DWG 1D0-649 1n 6 10 6 10 6 C 8+00 9+00 CONSTRUCTION NOTES: REMOVALS: ©-SAWCUT AND REMOVE EXISTING CONCRETE PAVING. @-REMOVE EXISTING WATER METER AND ABANDON LATERAL PER THE REQUIREMENTS OF THE CllY OF NEWPORT BEACH UTILITIES DEPARTMENT. @-REMOVE EXISTING SEWER CLEANOUT AND ABANDON LATERAL PER THE REQUIREMENTS OF THE CllY OF NEWPORT BEACH UTILITIES DEPARlliENT. SURFACE IMPROVEMENTS: @-CONSTRUCT CONCRETE ALLEY PAVING {6" THICK CONCRETE) PER CllY OF NEWPORT BEACH STANDARD DRAWING NO. STD 140-L AND STD 141-L AS MODIFIED PER TYPICAL SECTION ON SHEET NO. 2. @--ADJUST EXISTING WATER METER TO GRADE. ®-ADJUST EXISTING SEWER CLEANOUT TO GRADE. ---- ----- 'Gj 0 ::l 0 «v; .,; z...: -+ -.,., """' 0 ...... -C:O<O ~----......_...."' i:; 0 ::l. 0 < .,., :z -+ c3 0 w -a, 10+00 CD '-" 0 9 <n .... ~ N + c:, ,-.: - ------ vl 1 ':::, r .XISTING Fl ISH SURFACE ! 7' NORT ERLY or t ai (.!) c:, 0 <l .,; Ii r--+ -0 -co 0 ai (.!) c:, 0 .....l ~ ....: + N c:, 0 -XISTING Al D PROPOSED INISH SUR ACE @ 7' OUTHERLY or fl 0.: ::c c:, 0 <n 00 ...: 0 + "' N --cc a; ::c c:, c:, .....l gg ...: + "' --. 0.39% . I ------- (0.39%) ---- - --e-----.. - - - - - - ------0--- - ------- ai 0.: ci ::,: 0 <n 0 <n 0 0 "' ~ co ~ r--<O 0 0, + -+ N c:, ~ -00 --~ 11 +00 • 5Y29) EXISTING CABLE T.V. CONDUIT {PROTECT IN PlACE) cc "" 0 LO u:; V) ...: .,, + :2 --,.._ "--PRO OSED FINt H SURFACI @ 7 NORTHER " or l EXISTIN~ FINISH S RFACE @t \_ PROPO ED FINISH SURFACE @t (-0.72%) ---------+-------. ----------- - - ----e--r--- a:i (.!) c:, "! "' "' 0, .,, + "' -,.t: - 12+00 37 ~-16, C, :l:' '-EXISTING 8' P.V.C. SEWERUNE {PROTECT IN PLACE) L EXISTING 2" GASUNE {PROTECT IN PLACE) CD <.!> 0 9 V) .,., ...: N .:!:i "' "l -,.._ a, ci 0 c:, .....l .,; N ...: .;!:; "' - (-1.11% -------L ____ _ c::i 85 5 g '-EXISTING 8" A.C.P. WATERLINE {PROTECT IN PlACE) EXISTING ELECTRICAL CONDUIT {PROTECT IN PLACE) - ALLEY NO. 343d ::::; >-: u.J ...J ..... <n : <(...: 0 .... ~ :z: r-; "-'"' 10 6 0 lei>' , R ]v; ,,, N ..;, . d :, i ,...: <O ; ~~ + 10 N 6 10 --..... ,,...-------6 ::::; V) >-N !::J "! a, :l:i .... 0 + C N N :z: t:, -w -,r 13+00 14+00 ' J : <:; ' • .JI ' - NOTE: I 1. SEE SHEET NO. 12 FOR SEWER AND WATER IMPROVEMENTS. . V 0 N Ii' II 0 ~ ~ -- "" w ...( _J ~ <l'. ~ (.) ; (f) ... ~ I ~ -" REF: APPROVED PLAN & PROFILE -~~~~+---·•••·~~~~~•·•cc•~~~~~•••·••••~~~~~~~~•~~~~'""--•••~~~~~~~~~~~,.-,·~~~~~~~•~~~~~~~·~~~~~~~~·~~~~~~ ~~~~·~~·~~~~~~· ----••~~~~~~-~~~~~~~·1==:==l-==l============l==r~~~-~--j~~···~· · .. c· A-bbE¥ NG, 34-ad~~ --·-·--·-·l--·---·-·---- VERT. HORIZ. 1 "= 1 "= 4' 20' FROM 10+15.00 TO 12+41.48 DA1E f-D_A_TE....c.._BY_,__ ___ D_Es_c_R1P_11_0N_' _____ c..AP_P_'D-1. l,:;DE-:-:cSl.,,,GN;!!::•,'-'~-""BY:-: -+::cDRc-=AWN=-'R"".~"'-Y-: --I CI TY OF N EWP ORT BE A CH ,_PR_o_.1c...cc~'-N-o. __ ___, REVISIONS CHECKED BY: DATE PUBLIC WORKS DEPARTMENT SHEET 7 OF 15 LG.S. 1128 /03 649st07.DWG 100-649 N 0 6 EXIS' NG 1~· S,fl, -.,_~ 1 \ I/ ---"'~ '\ I/ EXIS ING 18" S.D---....._,_ (:> I/ -----.l'\ ,,-H.G.L. EXIS ING 15" S.D1-._ [7'--H.G.L. --l'\ 1,,-H.G.L. kj PROPO ED JUNCTIO I~ ~~ I ./v-PROPOSE CATCH ---..11:1·.•--' I _.,,..v-PROPOSE CATCH PROPOS~D JUNCTION 1----...,, I/,....-PROPOSE CATCH STRUC URE #2 ~ L.,,d" BASIN #: PROPO: ED JUNCTION1------..: L.,,d" BASIN # f--4:__ __ f------t----+--s_T_RU_C_Tt-R_E__:#::,__1 __ 1-I-"'__:~H+-:;;:,,'.j,.lj---j--B-A_s1_N_#_1+------ll------+----+---+---+---+----+---~l-h,...4,lJ---l-----+----+-----l-----l------l------l--S-T_RU_C-IT-'R_E_:#:_3_-J,___ -' ~ : ,_,v-7_x!sT1~~ ~~~CI~CAL ON~~!~ -.... C 1 I~ I I'~-'-~ .__ ["\ AND REL CATE IF NE( SSARY}. 2 0 _..._ / ::::: '--S= .0338 i,.0,-,,~ r--~ S=0.0423 ~ -41 "..._ -,-oy ,._,._ ~ -~+--~ r-S=0.0360 46 , ~- -------r---- -z . -"' <( (!) ..... I-,.., . u, CD ,,., INS ALL 3.55 L. . 18' RCP 2000 D) Lll~E A (10+00) 30TH STREET ~ I ST. STA. 6+48.83 ,4_, .~ " '-----. .-;, 0141.l44j LINE A (1, CATCH BASIN NO. 1 (W=3.5'; H=3.10') . S 45·1,., .. W '--~--<43 . CONSTRUCTION NOTES : STORM DRAIN IMPROVEMENTS: (11 +00) 0 ~ II a ~ .. w _J <( u (/) -z • -I') <( C!) I.() I-,.., . "' co"' ------ INS ALL 3.55 L. , 18" RCP 2000 1\ LINE (10+00) LINE B ,-"'"-'° . • <.) I.() • On,: + . Oa > • Cl 00 < z'° I-• "' ,.., I"') B ~ S C ALE HORIZONTAL: 1" = 20' VERTICAL: 1" -2' (11 +00) 0 ~ II C ~ .. w _J <( u (/) REF: -------- INS ALL 3.89 L. . 18" RCP (2000 ) (10+00) <: Cl a, l-::z O? V> ,.., "' C •, LINE C EXISTING ELECTRICAL CONDUIT (CONTRACTOR TO VERIFY CLEARANCE AND RELOCATE IF" NECESSARY). (11+00) PUBLIC WORKS DEPARTMENT 10 6 4 2 0 SHEET 8 OF 15 649st08.DWG 100-649 ~V\ -~ .. ~ -+ ? ':? d ~ ~ ,• ~ ,. ~ $ .J O' ,.. I v .. 1------l------l-------1-----1------+----+------1----+----+----+------11----+----+----+----1----+----+~---+---~1----+----+-----+-~--r~~--t-~-~+~-~--t~~--r~~~-t---~-i-----i----r----i----1------i 0 0 co 0 0 z ::i; w ....J a:: 0 0 'z ,-.. < .,; :::E 10 2 STRUCTURE ¥6 2 EXISTING 1: A.C.P. WAT RUNE---.! (TO BE REL CATED @) ' .. (C NTRACTOR T VERIFY CL,ARANCE ANI RELOCATE IF NECESSARY) P iOPOSED T P Of GRA E l 0 ,-... 0 z ~~ 0 :,: .z • <[ %- --1-----~ "-J PR JPOSED JUN, TION STRUCT RE fp ~ -~ ~ ~ "" co 0 !a ,,__ ~ a, "' c:, 0 w ..-; .,; :::c <.O "-a, "' <.O <.O N Cl w + a.. + + " N :,: w + ,,.,-----EXISTING C ,BLE T.V. co murr / (PROTECT I~ PLACE) \ -- :,.,-----EXISTING GAS LINE (PROTEC IN PLACE) / ~ w 0 CL.. ,n 0 0 :,: N PR( POSED JUNG ION, STR JCTURE #5 y / 1-z w ~ - = ' I ' I ' ' ' ' ' _,_ --........_ t::: ro L,.J ~ ~ 0 ~ r--.. o N :c 0 a: ~ . 0 0 co a.. -• --· O• > += ---. z:Z z z z ~ ---z: <.O ~ :,: . 0 h:> +:;_. 1-------l-----l-----l-----l-----l------l------l------l------l------l-----+,_,..·~2~~~--+-----+-----+-----+-----l-----l-----l-----l------t------:~;;-T----t__;~~T--t---~rzl"%----;:::;f.~~r--------j~~~=---J ...... ::;t~-~~--t-----~".c-~-~z"' (/') w "' ~--u, :z CONSTRUCTION NOTES: STORM DRAIN IMPROVEMENTS: ~ INSTALL TRENCH DRAIN PER DETAIL ON SHEET NO. 2. ®-CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-310-L. @-SAWCUT AND REMOVE EXISTING 18" S.D. AS NECESSARY TO CONSTRUCT JUNCTION STRUCTURE. @--INSTALL CLEANOUT PER DETAIL ON SHEET NO. 11. @-INSTALL 12" ATRIUM GRATE. ®--INSTALL 6" P.V.C. PIPE (SCH 80) OR APPROVED EQUAL. @-INSTALL 8" P.V.C. PIPE (SCH 80) OR APPROVED EQUAL. @--INSTALL 12" P.V.C. PIPE (SCH 80) OR APPROVED EQUAL. ®--INSTALL 18" HOPE PIPE OR APPROVED EQUAL. ®-INSTALL VORTECHS STORMWATER TREATMENT CHAMBER OR APPROVED EQUAL (SIZE PER PLAN) @--SAWCUT AND REMOVE EXISTING 36" STORM DRAIN AS NECESSARY TO CONSTRUCT JUNCTION STRUCTURE. @--RELOCATE EXISTING WATER MAIN PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-528-L SUBSTITUTE P.V.C. C900, CLASS 20D PIPE FOR DIP CLASS SL. 14+00 45 oi m <O N "' + 0 "' z ;::: -.. J g c,i -; d :>.:o .....=~o oo cod l':f"'-;.u "' ")V) 50 13+00 --48 ""' 50 ,~ -~~~ ,-, 0-, "'-o ...., a, t'ld ;/; """:"'"": II ,... ..,.v, g ...., ; 00 <D "°"" ~ ~~~ ci >o +-.-= ~~ "'"' "' "'-o 0 ~ er., N ci al al?, j5q ~ -:-: II v,r--...., r--..-v, "' "'V) -~ 48 48 50 >--~ • I STALL 269.6 L.F. .inll 11r.nr- 12+00 --48) 48 ... .... 50 50) ,~ ,~ "' ::,~· 00 :::: > -0 -0-, °" :Q "-2 0-, i:2~~ I"') c.o d N "'~ • ;/; + t..1 .?i "'1:C"-! II "' ,.....,. "' r--... V) ;:! g "' ... ,._ ,.., :;:i og "" 0-, <O + 2> ~ ~!:? <!i ~~ N ::,,,; ,..,,. ~ ;J; +-52:~~· >-' er~~ ="' "' >--c, -c, ::i "'o LO $0d .... .... 0 "'~ • g! g ~ . <"'i II qq II -:-:11 g i.q . ?i ,-....,.v, ,-.. "'"' ,-.. .... V) ,._ ... "' .,; -~ 48 50 50 '4ai 48 .... >--50 501 '-' 30th < 0-< w"! I-I-(/') CON (/') 48) 48 >-->-- ~OJ 50 '~ 00 ~>"'Q' ; "'"" og fi'l 52:~$;! c2~::= mod ....., 0::, ci + = ~~J!, = -.t:.<=!11 ,._ ... "' g ;:! V) ,... ..,. og 0 = "' "' ::,,,; = ::,,,; ;J; ci;;:,: + i:i::Z!;::; c2 z: 0 .z:.,, "' -~ a>Oci >--~ t0 rod ~ i.q~ 11 ........ r---ci g """:911 ,-..,.v, S-:--; II ,._ ""' ,-.. ... V) '4a 50 '48 >--,.. 50 50 ~ 50 ~ • STREET o-<[ <.!) c:,1---z "! -<i. I-w . z~ WN V, CD N ,_ (/') WN S= .005 INSTAL 28.63 L. . IN 18" OPE 11 +00 REF: '-' <i. I- S=0.005 (/') . TALL 2.00 L. . 8" HOPE z -,o <.!)o w . ClN ..... • -r,,') z:~ ~ ~q VJ LLJN 1.H CON S= 0.005 INSTAI 5. 75 L.F. 18" HDPE 10+00 EXlsnNG ELECTRICAL CONDUIT 7 (PROTECT IN PIJ\CE) -0 N II 10 2 2 :;:; I I \. STORM DRAIN ------l-----------------------------~---------------~-------------------------1:===l=====l==========l===l------f---'-~--JT,~-bAN--&-PRGF-I-b~Jvto.· --1~-~-~----- APPROVED VERT. HORIZ. 1 "= 4' 1 "= 20' DATE BY DESCRIPTION REVISIONS DATE APP'D. DESIGNED BY: R.Y. CHECKED BY: L.G.S. DRAWN BY: R.K. DATE 1/28/03 30TH STREET FROM VILLA WAY TO LAFAYETTE AVE. CITY OF NEWPORT BEACH PROJEC~ NO. PUBLIC WORKS DEPARTMENT t-----,----:--=--1 SHEET 9 OF 15 649st09.DWG 100-649 INTERSECTION DETAIL 30TH AND LAFAYETTE: SCALE: 1' = 10' SEE CURB DETAIL "A" RAMP HEREON / / 23 \u' -- ·~~ \'1' "''" \,.-\ . ' >;p -' --- b', '»: ' ... "\ ,.. ... o,. -:I. SCALE: 1" -1 o· SEE CURB RAMP\ DETAIL "B" HEREON \ 30TH STREET PARK DETAIL: \ \ I \ ----,--<"- sL::._,_~_""_~_-:..c_, ...... ,!-~f-:-:-...l~-,: ~r.,-,-,,::___~--"'",+-_-1,-r:· ~-~-!;:;-_--~ ', •· ;: f _. __ -~•\•j, . · .• ;,~-r-: __ ~~;:~=~:;;:~=r_:;::t 1 _:s:4=l~3-;:/=4;'C~f;N,=G~._B:s: 0 _~-,=.;_=_=_;;_~:::::_=c:L: __ !_!_ ~;-~-~r:J~:----l-::~-:i:-1-=_:_ =~ =~ • (0 cci t0 u:I l ·/ J ' ' ' c:i, I <.O LL..'. (:_ I ~~~~ ~ ~ 6.55 F.S, .....L--,-~--------- A e:rt, s1.· -----~ -La.'. -ti: ~--------~ -~ I -;-- 21 ' .ci ,:; ,~ -·:0 -~ I ', ~ ~ V ' ~ t~ '. I';,;. ~ =:S:=f.f ;:;= ~=~~ == '!;:_= -;:j= ~~-;;;_~ ~~ ;:i=--~-~--t-=-::::j: ~-~t==~~i~;J',~,,!~;~~~~;;~~~~~~~~~~,-l".:_::~:~~•~=F=~•:0.:40:i===~~~;;•=-=-=N:~;-~~~=:~~=~~---~------• '6.21F., ' \ 2 \ EXISTING POV,,:R POLE 111TH SlREET LIGHT (PROTECT IN PLACE) ,, 30TH STREET PARK SEE RIGHT HEREON INTERSECTION DETAIL 30TH AND VILLA WAY: SCALE: 1' = 10' . --1. EXISTING CURB AND GUffiR (PROTECT IN PLACE) __ : _ _J I 1- IJJ L&J fl:: 1- (/) SCALE: 1" -1 O' 3 2 CONSTRUCT GROOVING PER DETAIL ON SHEET NO. 11. BACK OF WALK (WARP CONCRETE JO MATCH RAMP) •· R=10' c.: u i.; ~ I ., I I !; G-Ti_,_ 20 6 CJ. 40 41 BACK OF WALK {WARP CONCRETE TO MATCH RAMP) R=to' ...__.-> CONSTRUCT GROOVING PER DETAIL QN SHEET NO. 11 .• 2 • 0 \ \ I \ \ ... .... f --, ............ CURB RAMP DETAIL "A" : CONS1RUCT GROOVING PER DETAIL ON SHEET NO, 11. BACK OF WALK R=10' I .' • ·1 ,. I· / 6.SOT.c.11-4•c F • 6:4Bf.L '' I / CURB RAMP DETAIL "B" : • 6 41T O CJ. 6.4IF,L • I • ~/ /~ ,A_ ; ' ;:~ . ":, " 6 41 •• .,. / -..i G,B,N1/4':F,5:22F: CONSTRUCT GROOVING PER DETAIL ON SHEET NO. 11. .. 0 I / I I _I ~---0 CONSlRUCT GROOVING PER DETAIL ---oN SHEET NO. 11. PROPOSED PLANTERS PER LANDSCAPE DRA'MNGS AND DETAILS. , -. , EXISTING ELECTRICAL CONDUIT-· - 1 ----• --(RRO.TECT IN PLACE) /\l~-2 ~· / ./ -e,. 49 . ;\, te/ ------. L. __ _ EXISTING CONTROLER • PEDISTA~JTO 13£ REL()CA TED ' ' ~ ••s . .,.j 8.61 F.S. 8,61 F.S . '71' ,-- ~ • 1_1• 0 A • ~ I 47 ,' \"' I 1---11--'-EXISTING VAULT EXISTING WOOD DECK {PROTECT IN PLACE). {PR01ECT IN PLACE) 0 ~ II = ~ w _J <l'. 0 ' (/) 8,68 F.S. "' -'-""e.7"::::-:"":::::pj=='\:~==:-:-!:~----=;,_.._:•f'1-='1-=1'-,,--.L.,~=\'=e:=c!,===:~_-":°21~, ,\;,; /~ EXISTING BULKHEAD /#~~~~b=\d:::=~~======::::!;:b===='==!:=~====~======¼=d.====;;!;,b==~-.!j-vL~~--£.S., ·-·-, (PR01ECT IN PLACE) 30TH CURVE DATA : @-b.= 89" 58' 57" R = 5.00' L = 7.85' T = 5,00' @--b.= 111"37'47" .R =.8.00'. L = 15.59' T = 11.78' PROPOSED PARK LIGHTING PER LANDSCAPE DRA\\1NGS (TYP) ST. PEDESTRIAN CONSTRUCTION NOTES: REMOVALS: 0-SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. ®-SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. 0-SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 0-SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY. 33 AR 0-SAWCUT AND REMOVE EXISTING CONCRETE CATCH BASIN AND LOCAL DEPRESSION. ©-SAWCUT AND REMOVE EXISTING CONCRETE PAVING. ©-REMOVE EXISTING SIGN. @-RELOCATE EXISTING STREET LIGHT (SEE DETAIL ON SHEET NO, 12). @-RELOCATE EXISTING PULL BOX (SEE DETAIL ON SHEET NO. 12). @-SAWCUT AND REMOVE EXISTING CONCRETE CURB ONLY. e-SAWCUT AND REMOVE EXISTING CONCRETE CROSS GUTTER SURFACE IMPROVEMENTS: @-CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A, 6" CURB FACE, WITH MODIFIED 18" GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 182-L @-CONSTRUCT CONCRETE CURB AND GUTTER, 6" CURB FACE WITH 24" GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 182-L. @-CONSTRUCT CONCRETE CURB ONLY, TYPE B, WITH o• CURB FACE PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 182-L. @-CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 180-L. ®--CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD 181-LA. @-CONSTRUCT 6" THICK CONCRETE PAVEMENT PER SOILS ENGINEER'S RECOMMENDATIONS. ' ' @-CONSTRUCT 4" A.C. OVER 4" A.B. PER SOILS ENGINEER'S RECOMMENDATIONS. @-CONSTRUCT FULL DEPTH A.C. PAVEMENT. @-CONSTRUCT TREE WELL AND CONCRETE BANDING PER DETAIL ON SHEET NO. 11. -' @-b.= eo· oo· 54" R = 5.00' L = 7.85' T = 5.00' REF: 90 @-CONSTRUCT BOLlARD C SHOP DRAWING OF PROe05ED BOLLARD 10 HE _ APPROVED BY THE CllY Of NEWPORT BEACH PRIOR TO INSTALUITIONJ. @-INSTALL PARKING METER POST PER DETAIL ON SHEET NO. 2. @-INSTALL STREET LIGHT PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-202-L-A (REUSE EXISTING POLES). @-ADJUST EXISTING MANHOLE TO GRADE. ®-ADJUST EXISTING SEWER CLEANOUT TO GRADE. STORM DRAIN IMPROVEMENTS: @--CONSTRUCT CURB OPENING CATCH BASIN, TYPE OS, PER CITY OF NEWPORT BEACH STANDARD STD-306-L. @---CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STANDARD STD-304-L. @-INSTALL CLEANOUT PER DETAIL ON SHEET NO, 11. @-INSTALL t 2" ATRIUM GRATE. @-INSTALL 6" P.V.C. PIPE (SCH 80) OR APPROVED EQUAL ®--INSTALL 8" P.V.C. PIPE (SCH 80) OR APPROVED EQUAL BULKHEAD IMPROVEMENTS: @--RAISE EXISTING BULKHEAD TO MINIMUM ELEVATION OF 8.61 PER CONCRETE SIDEWALK EDGE DETAIL ON SHEET NO. 14. @-CONSTRUCT CONCRETE CURB AT BULKHEAD TO MINIMUM ELEVATION OF 8.61 PER DETAIL ON SHEET NO. 14. APPROVED 7- Cl 9 \, @-b.= ss·2r21" ------------r :: (6°J~s-,=---=-~~7"="===1==1=========*"'==1------~-1~r-N-'f-E-RSE-€ T-I-0-N--BET--A-I-I:.S----_,_ ~~~~~ T = 6,11' VERT. HORIZ. 1 "= 1 "= 4' DATE BY 20' DATE DESCRIPTION APP'D, DESIGNED BY: R.Y. REVISIONS CHECKED BY: LG.S. DRAWN BY: R.K. DATE 1 28 03 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PRO.ECT NO. >--~-----I SHEET 1 QOF 15 649st1 O.DWG 100-649 GROOVING DETAIL : NOT TO SCALE BANDING DETAIL : ;-@ PROPOSED TRENCH / DRAIN 2.0% ------~25~------i -14.5' ,2.3% CQNCRffi CURB 22 0 C.F. CONSTRUCT 4' WIDE BAND OF DECDRATNE 6" THICK CONCRETE PAVING, REFER TO LANDSCAPE DRAWINGS FOR TEXTURE AND FlNISH, 5.5' TREE GRATE 4' SQUARE SHOP PROPOSED HANDICAP ACC~SIBUE DRAWINGS OF( PROPOSEJ EE GRATE TO BE APPROVED BY THE CITY OF NEWPORT BEACH PRIOR TO INSTALLATION). NOTES: 1. OMIT TREE GRATES AT STATION 5+17.00 2. OFF-SET TREE GRATE ON THE SOUTH SIDE OF BANDING AT STATION 7 +73.95 TO AVOID HANDICAP ACCESS RAMP 3. OMIT TREE GRATE AT NORTH SIDE OF BANDING AT STATION 6+46.00 CONSTRUCTION NOTES: REMOVALS: @-REMOVE EXISTING WATER METER AND ABANDON LATERAL PER THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT. SURFACE IMPROVEMENTS: @-ADJUST EXISTING WATER VALVE TO GRADE. ®---ADJUST EXISTING MANHOLE TO GRADE. ®-ADJUST EXISTING WATER METER TO GRADE. ®-ADJUST EXISTING SEWER CLEANOUT TO GRADE. SEWER IMPROVEMENTS: @--INSTALL 6" RESIDENTIAL SEWER LATERAL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-406-l. @-INSTALL 6" COMMERCIAL SEWER LATERAL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-406-L. @-CONTRACTOR TO LOCATE END OF EXISTING SEWER LATERAL AT PROPERTY LINE, CLEAN OUT LATERAL AND PREPARE FOR REUSE PER THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITY DEPARTMENT. WATER IMPROVEMENTS: * * @-INSTALL 2" WATER • SERVICE PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-503-l. ' * * NOTE: BACKFLOW PREVENTO RS TO BE INSTALLED ON All WATERSERVICES PER DETAIL HEREON. BACKF"LOW PREVENTOR LOCATION DETAIL : NOT TO SCALE OR _,_ __ DRIVEWAY / ' . ., ,,_. t'·· ., '. • " ~ ' . •• • • _..,. . .. •• WATE R MffiR --------------' 10+00.00 11. ALLEY N'342d = 7+97.95 11. VILLA WAY [10+00.00] EXISTING SEWER MANHOUE VIUA PROPOSED STRUCTURE ,, ON-SITE WATERLIN E Q TO BUILDING --·----··- 6 4,'. . ORI • VEWAY ------i' "' z !1;; '--' c.r, 0 ~ " ~ .. • •' ~J WAY • ' • .. . • .-.. • •. ·-i· • . •· .. . -~l-. ,• .ON-SITE WATERLINE NECTIONS) •' • • .. .. • • .. • • . ' • • ', ,. ... , •. " • • (NO CON • • •: •• .• . .. .- . " . .. , ,. f .• ~ .. _'1 .. _.1,._ · ,RIGHT- • • • • •• • • ,-• < " .,,,,·_ .: OF-WAY "' "' 15 "' "' ~ "' u, ..., 'N' ~ N "' ca :a' "! '"" 00 (!) = ~ -u~ g Z: N + r= + "' + 6 0 V, 0 w C, Bi ---,. -~ -,. -w 8 w 70 62 61 70 62 16 "' 15 ~ "" "'"' V, .,., :a' :3 :Ii u -c,, ~ r:g 6 6 ::,-,. 0 8 0 61 60 "' 15 "' u, C, ~ cl; ~ + 0 ~ ::, 8 61 C 70 ..., C, <D C, + 70 ALLE·Y SEWER LATERAL NOTES : .... ..., !:; + @.CLEANOUT DETAIL : NOT TO SCALE "' "" l,;1 C, ~ "' 3= r-, 0 (!) ,-. "' <!> z:o z: Bi :! ... Bi -x X w w 4S BEND,_--11--- TRAmC COVER AND FRAUE 0 FINISHED SURFACE RISER PIPE (LENGTH V/>RIES) (SIZE TO MATCH GRATE) (P.V.C., SCH. 40). P.V.C. WYI S = PER PlAN 4S BEND FOR END OF LINE INST,>UATION EXISTING GAS LINE {PROTECT IN PLACE) ~ u, ~ u 85 ::s :,; 0 u EXISTNG 8' P.V.C. SEWERLINE (PROTECT IN Pl.ACE) EXISTING 8" A.C.P. WATERLINE (PROTECT IN PLACE) 36 S 89'4ll 49 E "' "' "' 15 "' "' ~ "' 'I,;' ~ [,;! 15 "' ~~ c,, "'""' "' "' -"'ro "' :a' ..., "' a, = =a' :::! V, '"" <D r;; '-' :(! "'<D ,,, ,= -u~ g 13 13 "" z= + V, ... 85 ;t + + "' + Bi ;t -w -r= -uJ --:as -::, -V, -2 ,. -0 :.~ ~ 0 -' ~ i:j -C, 0 C, 0. u '-" 37 G --- - / "' "' "' 15 [,;! ii! "' "' w..-, V, ..., "' ... :a' ~ -c..,..; r=-13 + v,+ 85 "' w"' ::, -:,;-::,; g 0 ::s C, 0 u 16 62 61 70 61 62 70 61 62 70 60 61 62 70 61 16 NO. 342d 62 70 61 16 36 70 60 61 LAFAYETTE AVENUE I I 13+55.41 11. ALLEY N'342d = 1 _. 9+95.30 11. LAFAYETTE AVE. . 0 N II HO. 23927 • 12-31--05 C/V\\. 1. All NEW WYES AND LATERALS SHALL BE INSTALLED USING V.C.P. ONLY. APPROVED SEWER & WATER PLAN 2. MISSION REPAIR COUPLINGS SHALL BE USED CONNECTING NEW PIPE TO OLD. ~~~~~~~~~~~~~~~~~~~=~~~~~~~~~-~~";J3~-AALUL~LALATITEiRAIAL~SIA~N~DCC~LEA~Nornu~TSSSS~HOJLUiLDDBB~E66~"~WlijTHHCCiiLEA~NOJLUTrnSSAATTF'PRR<OJPP~ERITTTYYLLmlNE.E.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~i==::::+::=+:::::::::::::::::::::::::::::::=::::=::::==!====ll==============1~-~--:Jt.p' -tI::;EY-Nu.~-zi.-Za VERT. HORIZ. 1 "= 4' 1 "= 20' DATE BY DESCRIPTION REVISIONS DATE APP'D, DESIGNED BY: -R.Y. CHECKED BY: LG.S. FROM VILLA WAY TO LAFAYETTE AVE. DRAWN BY: R.K. DATE 1 28 03 CITY OF NEWPORT BEACH PRO.EC~ NO. l----'--------1 PUBLIC WORKS DEPARTMENT SHEET 11 OF 15 10 6 10 6 10 6 8+00 9+00 CONSTRUCTION NOTES: REMOVALS: @-REMOVE EXISTING WATER METER AND ABANDON LATERAL PER THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT. ®-REMOVE EXISTING SEWER CLEANOUT ANO ABANDON LATERAL PER THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT. SURFACE IMPROVEMENTS: ®-ADJUST EXISTING MANHOLE TO GRADE. @-ADJUST EXISTING WATER METER TO GRADE. @-ADJUST EXISTING SEWER CLEANOUT TO GRADE. SEWER IMPROVEMENTS: @-INSTALL 6" RESIDENTIAL SEWER LATIERAL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-406-L. @-INSTALL 6" COMMERCIAL SEWER LATERAL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-406-L. @-CONTRACTOR TO LOCATE END OF EXISTING SEWER LATERAL AT PROPERTY LINE, CLEAN OUT LATERAL ANO PREPARE FOR REUSE PER THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITY DEPARTMENT. WATER IMPROVEMENTS: ** @-INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STANDARD DRAWING NO'. STD-503-L. * * NOTE: BACK FLOW PREVENTORS TO BE INSTALLED ON ALL ---WATERSERVICES PER DETAIL ON SHEET NO. 11. 10+00 I I Vil.Ill WAY 8 oc5 2, ' 36 37 EXISTING a• P.V.C. Sf.WERLINE (PROTECT IN PLACE) EXISTING GAS LINE (PROTECT IN PLACE) ALLEY 11 +00 0 12+00 EXISTING CABLE T.V. CONDUIT (PROTECT IN PLACE) ~ EXISTING s• A.C.P. WATERLINE (PROTECT IN PLACE) 37 NO. 343d STREET LIGHTING PLAN : --··-----··-·; .-----·· -----·. -------, /, ;..:: 0 -•• ---~ 3:: ~--•• --..,,.,. """'•·•,---.,,, -··---~ I I --~ j 8l NOTE: CONTRACTOR TO RELOCATE AND REPLACE EXISTING CONDUIT l>S NECESSARY. CONSTRUCTION NOTES: @-RELOCATE EXISTING STREET LIGHT (SEE DETAIL ON SHEET NO. 12). @--RELOCATE EXISTING PULL BOX (SEE DETAIL ON SHEET NO. 12). I @-INSTALL STREET LIGHT PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-202-L-A (REUSE EXISTING POLES). -0 N II : ~ w _J <l'. ~ u V1 I -0 0 ~ II a ~ . ' w _J <l'. u ~ (J) I LAFAYETTE AVENUE SEWER LATERAL NOTES : 1, ALL NEW WYES AND LATERALS SHALL BE INSTALLED USING V.C.P. ONLY. 2. MISSION REPAIR COUPLINGS SHALL BE USED CONNECTING NEW PIPE TO OLD. 3. ALL LATERALS AND CLEANOUTS SHOULD BE 6" WITH CLEANOUTS AT PROPER1Y LINE. REF: APPROVED SEWER & WATER PLAN ' / I -C ' - I \, v') (" ( ,<) \\ ~ I' + f C. t ------..cj---~~-----~~~~----~----~-~-~~------~-~~~~-~-----~-~----~~-~~-~-~-----l==l==="i="='"="-=· =··===~~=+=-=~~=======j----A~A~,L1.EY-N0~4.3ci~--1~--~~~ VERT. HORIZ. 1 "= 1 "= 4' 20' FROM VILLA WAY TO LAFAYETTE AVE. DATE DATE BY DESCRIPTION APP'D. JESIGNEO BY: DRAWN BY: CITY OF NEWPORT BEACH l---'---'-------~----------'------ll,:;;;,;:;;;R#,..Y";.s;;:---t;;-;-:;;:--'R~.K~.-----1 1---~· ____ __, REVISIONS .HECKED BY: DATE PUBLIC WORKS DEPARTMENT SHEET120F 15 L. G.S. 1 /28103 PRO.ECT NO. r::; A A ~ 649s112.DWG I'll =£Ji >G'@..-/-~ 100-649 10 10 6 6 . ........ ,., ......... r:: ... = .. = ... = .. ··=·· .. =t====t: .. ===t====t:===····:t====t:====t=====t====-t=========t===·=·=t====t====t:===t====t:===:t:.===::t====t====t====t====t==========t====t====t====t====:t:===:t===·=:t:====t====t====t====I-··· ... .. 10 6 10 6 0 5+00 6+00 CONSTRUCTION NOTES : SURF'ACE IMPROVEMENTS: @-ADJUST EXISTING SEWER CLEANOUT TO GRADE. ®-CONSTRUCT UTILIT!' TRENCHING PER CITY OF NEWPORT BEACH STANDARD DRAWINGS NO. STD. NO. srn .. ,os .. L THRU STD-105 .. L .. E. SEWER IMPROVEMENTS: @-INSTALL 6" RESIDENTIAL SEWER LATERAL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD .. 406 .. L. @-INSTALL 6" COMMERCIAL SEWER LATERAL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-406-L. WATER IMPROVEMENTS: * * QY-INSTALL 1" WATER SERVICE PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-502-L. @--INSTALL 1" WATER SERVICE PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-5D2-L WITH 1" BACKFLOW PREVENTOR DEVICE. **NOTE: BACKFLOW PREVENTORS TO BE INSTALLED ON ALL WATERSERVICES PER DETAIL ON SHEET NO. 11. 0 7+00 EXISTING 8' V.C.P. SEWERLINE (PROTECT IN Pu\CE) -, EXISTING 1 B" STORM ORAIN (PROTECT IN Pu\CE) EXISTING 12" A.C.P. WATERLINE (PROTECT IN Pu\CE)~ ---"-----·. ---+--I--+ 0 61 \ • I O• LAFAYETTE 8+00 9+00 60 37 \ "" ~ 2 "' w ~~ ,-.. 0 + V, 00 C, ~ 72 AVENUE VERT. 1 "= HORIZ. 1 "= I ~--------- 4' 20' 10 6 10 6 10+00 11 +00 SEWER LATERAL NOTES: 1. ALL NEW WYES AND LATERALS SHALL BE INSTALLED USING V.C.P. ONLY. 2. MISSION REPAIR COUPL!NGS SHALL BE USED CONNECTING NEW PIPE TO OLD. 3. ALL LATERALS AND CLEANOUTS SHOULD BE 6" WITH CLEANOUTS AT PROPERTY LINE. • • . REF: APPROVED SEWER & WATER PLAN -t===l===lc====='============l====l------+-"-~~ThA·FA-Y.£·'1''I'-E-~c.A-VE:·~"~ ... ~~ ......... . DATE FROM ALLEY NO. D343d TO 30th STREET DATE BY DESCRIPTION APP'D. DESIGNED BY: DRAWN BY: R.Y. R.K. CHECKED BY: l-----'---'-------------'---+,.=~-1--___.:.::;"'--------1 CITY OF NEWPORT BEACH >-PR-o.E~c:_No_. _ __, RE'.1SIONS DATE L.G.S. 1/28/03 PUBLIC WORKS DEPARTMENT SHEET 130F 15 649s113.DWG 100-649 I ... 0 ,. v @SIDEWALK EDGE DETAIL : NOT TO SCAI.£ PROPOSED SIDEWALK I 0 SLOPE PER PIAN COMPACT EARTH BACKFILL TO MIN. 90% RElATM DENSITY. VOU<EM OR APPRCVED EQUAL ElASTIC SEAlANT EPOXY NEW CAP TO EXISTING BULKHEAD __ _,,. ( OR ADAKA OR APPROVED EQUAL). CORE DRILL 7 /8' DIAMETER HOLE IN EXISTING CAP BEAM, FILL HOLE WITH HIGH STRENGTH GROUT, AND PlACE REBAR. NOTE: DO NOT CUT EXISTING STEEU RELOCATE PROPOSED REBAR ± J". WIDTH TO MATCH EXISTING 2· CLEAR • a, ONE NO. 4 BAR CONTNUOUS (EPOXY COATED) NO. 4 BAR AT 24" ON CENTER (EPOXY COAT PRIOR TO INSTALLATION) .,., "" VOLKEM OR APPROVED EQUAL ElASTIC SEAlANT SIIND BlAST TOP OF EXISTING BUUKHEAD TO FACILITATE EPOXY ADHERENCE EXISTING BULKHEAD @)CONCRETE CURB AT BULKHEAD DETAIL : NOT TO SCALE 1/2" RAD. EXISTING WOOD DECK (PROTECT IN PlACE) CONCRffi CURB CONSTRUCTION NOTES: SURFACE IMPROVEMENTS: @-CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWING NO, STD-180-L. BULKHEAD IMPROVEMENTS: @--RAISE EXISTING BULKHEAD TO MINIMUM ELEVATION OF 8.61 PER CONCRETE SIDEWALK EDGE DETAIL HEREON. @-CONSTRUCT GUARDRAIL TO MATCH EXISTING GUARD RAIL NORTHERLY. @--CONSTRUCT CONCRETE CURB AT BULKHEAD TO MINIMUM ELEVATION OF 8.61 PER DETAIL HEREON. EXISTING BULKHEAD (PROTECT IN PlACE) FINISH FLOOR = 8.73 0 PRWATE GRADING, REFER TO PRECISE 3 GRADING PLANS AS PREPARED BY K.W. LAWLER AND ASSOCIATES, INC, -\ 0 FINISH FLOOR fil/lSH FLOOR = 8.73 V 8.73 r A 0 . \ . * • 1 2% 8.11i lN \Jill \.J) TYPICAL SECTIONS : NOT TO SCAI.£ ----- 6' WIDE PEDESTRIAN ACCESS EASEMENT TO THE CllY OF NEWPORT BEACH GUARD RAL ------- --------l-,-::.,-::J / -----" W! ..--I I ffi (TO BE REMOVED) 1 7 _ - -- /1 l)~ EXISTING BUU<HEAD ...,/ I a.. I I L _J (PROTECT IN PlACE) I EXISTING BULKHEAD ANCHOR (PROTECT IN PlACE) SECTION A-A CONCRETE CURB PER DETAIL HEREON -1 7 -- --I I L ..J EXISTING BULKHEAD ANCHOR (PROTECT IN PlACE) FlNISH FLOOR = 8.Z3 · .• •• I I EXISTING BULKHEAD ./i I (PROTECT IN PlACE) I I I I I I = I ' SECTION B-B \' \ : : I 'iZ I I = I I r7 I I EXISTING WOOD DECK (PROTECT IN PlACE) 30TH STREET PARK SEE SHEET NO. 10 SIDEWALK EDGE PER DETAIL HEREON 0 . \ 8.71 1;: F,S, ' F.S,.i,.--------,------'-----+F·:?',S,.,------,,.-----'----,,-,,.,c:----,-----..,--------,.c-.,---,-~:,;;,----;~--+.:-a~ l~ 8.68 1~ B.6B d 8.68 ,~ F.S, j, _____ .. F_.s_. ~---"~'----23--------~r, .... s·--!•·-....---•~-'. ___ ,. ______ ;..__ /\\\:;/ 90 91 i _/ ~-~ -----------t-• WOOD DE.ct:_A PROPOSED 6' WIDE PEDESTRW>I ACCESS EASEMENT TO THE CllY OF NEWPORT BEACH. EXISTING DOCK AND RAMPS TO BE RECCNSTRUCTED PER SEPARATE IMPROVEMENT PlANS PREPARED BY OTHERS. REF: DATE BY DESCRIPTION \ 92 WOOD E.CI< APPROVED DATE APP'D, DESIGNED BY: 8.61 F.S. EXISTING WOOD DECK (PROTECT IN PLACE) DRAWN BY: ,,' HO, 23927 • 12-lHlS t/V\\ IMPROVEMENT PLAN FOR p OB:crc~· SIDEWA.l~K FROM 12 4' S'L Y OF 30th ST. TO 30th ST. VERT. 1 "= 4' R.Y. R.K. 1 "= 20' CHECKED BY: DATE CITY OF NEWPORT BEACH PRO.ECT NO, 1--L--J__ ___________ _j__--f ==.~,---+.:-:-=--"""----1 f---'------l SHEET 140F 15 HORIZ. REVISIONS LG.S. 1 28 03 PUBLIC WORKS DEPARTMENT 649st14.DWG 100-649 -;- • \ r . CONSTRUCTION NOTES : SIGNING AND STRIPING IMPROVEMENTS: ----@--THERMOPLASTIC--PARALLEL -PARKING STALL STRIPES PER DETAIL HEREON. @--PAINT ON CATCH BASIN "NO DUMPING -DRAINS TO OCEAN". @--PAINT CURB RED. @-INSTALL STREET SIGN; POST PER CITY OF NEWPORT BEACH REQUIREMENTS. -(TYPE PER PLAN) @)-INSTALL STREET SIGN AS NOTED. (TYPE PER PLAN) @---APPLY THERMOPLASTIC STOP BAR AND LEGEND. I ! ----·---~ i ~-~,--. L:J _ 1r-~ \ ,,, D 84 EXISTING R20A (ON STREET LIGHT RELOCATE WITH LIGHT) '~'Cl __ ......,..,.__o 0 ,n- { A L L ~ ,:' I I I I I 0 E y J 4 J d I □ -,-, -------~' ------,.--I ---'-'-I ' / ...., ____ o __ .._..._ __ I I @)PARALLEL PARKING STALL STRIPE DETAIL : '>-'< ----~ \i,!·~£~~~~=~=~=""c=>:icrm-'-'f'·====•~;• -~-·-_c:--__,.:~,,,-~c:_c~-~~~-,•--jrm!> ,,,,,,,.· ••• ,_ ... ~~\c\:c;, ----~..L~.: ..... -·•·-•-·:m:c.::••T:-c. --••:c:--:c.:0:•:f.Liz:t -~•· : .!.~ .... -~~"--• -_j _, __ ,_. -i~ ·_ • ___ ._ --~'~ I CURB FACE 7' 4" WIDE Wl-fffE STRIPE (THERMOPLASTIC) (TYPICAL) 1:, "' ! i : i : I I; 84 R20A (WALL MOUNT) --------------------------~----------------------~~------------------------------~---------~-~---- STREET • • • • ALLEY 3 4 2 d / : \ • EXISTING R17 ON STREET UGI-IT (PROTECT IN PLACE) I 0 I I I J 83 R16 REF: I I I I APPROVED j I I _i I I I I / I I _I I I I I I I I / I I I I T7 I I I -0 N II = ~ w _J <( u ' Cf) SIGNING & STRIPING PLAN ~~-1-==J..c=l-========'=""'"'==='-"-'=+"-~-------11~-~~~-----------f'FOR--"~~~ VERT. HORIZ. 1 "= 1 "= 4' 20' CANNERY LOFTS DATE DATE BY DESCRIPTION APP'D. DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH f---'--~.,_ ______________ __,c__+==='R.'-'cYcc. ~-+==-~R~K~·---a 1--~-----t REVISIONS CHECKED BY: DATE PUBLIC WORKS DEPARTMENT SHEET 150F 15 LG.S. 1 28 03 PRD.ECT NO. VI -, ...., ?~ ~ (- f "'"O, -> .... -<::) p r ~