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HomeMy WebLinkAboutR_5894_S:::c: u <( LiJ C.'.l o-IND,CAIE'.i AREA SHOWN ON LOCATlm: MA,P VICINITY MAP NO SCALE SY~vlBOL LEGEND ao POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALl. TREE SHRUBBERY ASPHALT PAVEMENT I I CONCRETE ~~~-~ EXISTING CONSTRJCTIOfJ PROPERTY LIME NEW CONSTRUCTION ---t-·-CENTERL!NE -• -S • -· -SEVIER LINE -· --W-···-WATER LINE --C --·•· GAS LINE --E--POWER UNE ---~EL --·-TELEPHONE LINE --TV--O.Bl[ViSION liNF -·-··· SP-·-·· • SPRINKLER SYSTEM STREET LIGHT SIGN AC APWA ASTM BLDG BS BW CF CIP CLR CMU CONC DBL DIA D/S E EXIST FF FG Fl FS GLV HORZ HP ID INV L CITY OF IRVl~iE STREET IMPROVEMENT~~ FOR SHEET INDEX PLANS DESCRIPTION TITLE SHEET AND NOTES PU\N AND PROFILE GENERAL NOTES: 1. All work shall conform to tr.e Ci\y of Newport Beach "Design Criteria, Standard Special Provisions & Standard Drawings for Public Works Construction" 2004 Edition, and where appiicabte, the Standard Specifications for Public Work::, Construction {"Greenbook'") !atest edition adopted by the City of Newport Beach. 2. Existing under·ground utilities are shown as per available records. The Contractor shoH be responsible for verifying the actual location, and elevation in the field. prior to beginning construction" 3. Stationing refers to centerline street stationing. 4. The Contractor shall request inspection from the Public Works and Utilities Departernent.s 48 hours In advance of any work Ir. the public R/W. The Public Works phone number is (949) 644-3311 and lhe Utilities Department phone number is (949) 644-301 ! . 5, The Contractor shall verify oil existing grades compared to propose grades prior to instding forms or pourtng concrete. If a descrepancy is apparent between fleld conditions and what is indicated on the plans, the Contractor sha!i contact the design engineer for resolution. 6, Dus\ shall be controlled by watering and/or dust palliative. 7. Sanitary facmties shali be maintained on the she durlr.g the construction period, 8. work hours are limited from 7: 00 arn to 5: 00 pm Monday through Fr\doy; 8: 00 om 1:o 5: 00 pm Saturdays; ond no work on Sundays and Holidays per section 10-28 of the NBMC, 9. Failure to request Inspections end/or have removable eros1on control devices on-site ot the appmpriate times shoH result !n forfeiture of the construction sfte dean-up deposit. 10, No point, plaster, cement, soil, or other residue shall be allowed to enter streets, curbs, gutters or storm drains, all materials and waste shall be removed from the slte per NBMC 17.32.020. STREFT CONSTRUCTION NOTES: 0 Remove ExisHng Surface !mprovemcnts. @ Protect Existing In-Place (As Indicated). GRANT STREET A~~D HIGHLAND STREET '3\ Construct Type A PCC Curb ond Gutter per \;Y Std-182-L (6" Curb Face). CNB 0 Construct Commercial Driveway Type l per CNB Std-160-L-A, "W" per Plan (Omit Sidewalk Section), ABBREVIATiONS ASPHALT CONCRETE AMERICAN PUBLIC WORKS ASSOCIATION AMERICAN SOCIETY FOR TESTING MATERIALS BUILDiNG BOTTOM OF STA.IR BOTTOM OF WALL CUBIC FOOT OR CURB FACE CAST IM pu,cE CLEARANCC CONCRETE MASONRY UNIT CONCRETE DOUBLE DIAMETER DOWNSTREA.M EAST EXIST\t,JG FINISHED FLOOR FINISHED GRADE FLOWUNE FINISHED SURF ACE GALVANIZED HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT LEFT BASIS OF BEARINGS: MlN N NO NTS PCC PLCS PVC PVMT Rt,D REINF RET s s = SD ss STD STL ST TC T~ I 'J TS TW TYP STL ST UBC VERT V'i W/ MINIMUM NORTH NUMBER NOT TO SCALE ON CE~HER or ON CURVE PORTLAl,D CEMENT CONCRETE PLACES POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCEMENT RETAINlNG SOUTH SLOPE STORM DRP.lN SANITARY SEWER STANDARD STEEL STREET TOP OF CURB TOP OF GRATE TOP OF STAIR TOP OF WALL TYPICAL STEEL STREET UN!FORM BUILD!NG CODE VERTICAL WEST WITH BEARlNGS SHOWN HEREON ARE BASED ON A DIRECT INVERSE BETWEEN OCS, GPS POINTS #6259 TO #5003 BEING N55"52'38"W, PER RECORDS OF ORANGE COUNTY SURVEY OFFICE, BFNCH MARK: BENCH MARK: 1eJ-58-60 ELEVATION ~ 9,365 (NAVD 88) 3-f' OCS ALUMINUM BENCHMARK DISK SET ON SOUTHERLY SIDEWALK OF PACIFIC COAST HWY., 192 fT. NORTHWEST OF CENTERUNE OF ORANGE ST,, 0,3 MILE SOUTHWEST OF THE SANTA ANA RIVER, ON THE WEST CORNER OF A 5 FL BY 6 FT. CATCH BASIN OR OROP INLET WITH MANHOLE COVER MARKED "SO", 4,7 FT. BAC!( OF CURB FACE. AT APPROVED: LOCAT!O~~ EMERGENCY TELFPHONE NUMBERS NO SCt<tE SEW~~- CiTY OF NEWPORT BEACH UTILITIES DEPARTMENT 33D0 Newport Blvd Newport Beach 949-644-3011 WATER: C!TY OF NEWPORT BEACH UTil!TlES DEPARTMENT 3300 Newport Blvd Newport Beach 949-644--3011 .GAS;_ THE GAS CO. 714-634-3267 ELECTRIC: SCE- 714--895-0242 TELEPHONE: SBC 714-237-6156 CABLE Adelphia 714-854-!962 >'i< RESPONSIBILITY OF OWNER Responsibi!lty for construction ond cost of the lmprovcrnenls indicated on these plans is the owner o-f Newport Sands Mobile Home Park, 7000 through 7012 West Coast Highway. Newport Beach, CA. 921$63 Signature of Owner: VVEST COAST DATE: 1u· "C: '"'-~ COc; ..._/ j\l,._, \✓1 L-. ✓ / PREPARED BY : NO. DATE BY APPROVED N C I !Mol;an Consulting, 11111,:;; { 26901 Cam;~o de [strello1 Suite D \' Cap;strono Be_ach, ColJornia 9262_4 ~ Ph 91,9.2{0.7555 fox: 949,240 075~ @ Construct Residential Driveway Type I per Ctm S\d-162-l, "W" per Pian (Omit Sidewalk Section). @ Extend Ex;sting 3" Oroin to Proposed Curb with 3'' PVC Pipe, (D Grind Exist AC Surface Min 2" and Overlay Min 2" AC • (Type III-C2-AR-4000) to Join Existing, ,'ij'\ Construct 5" Asphalt Concrete over Compacted Subgrade, 0 Adj'accnt. to New Gutter Edge, Nominal Width 1 •. @ Adjust to Grade (Item os lndiacted). @ Sawed Existin9 AC or PCC Surface t.o Join Existing improvement. @ Construct 4" PCC Sidewalk per CNB Std-180-i.. TVl?llCAIL S!ECTflO!Nl !Xl HG IHl lLD:.N [l) ST ~IE !ET No Scale il"Vf?BCAIL SIEC"!i'UO!Nl -------~··----. -------~-- G ~ !Nl"!i' ST IRl,[E ET No Scale Unc: APPROVED Street Improvement Plans !For OAT[: O[SIGNrn BY: rn~AWN ff:': GRANT ST. AND HIGHLAND ST. if Il '1i' rL!E SIX! IE !ET PRQji::CT NO. Civil engineering ;:,r.d Project f'.J1anagement ,---i----+--+-----------------,-----< KN KN CITY OF NE\VPORT BEACH PUBLIC WORKS DEPARTMENT R-5894-S SHEET 1 cc 2 • ' IJ' ::i: IT IT r I I I I I --_, - i -. ! ! 3,5' 10.0-· 3.50' 8.0-- . Grant Street Curb l?ro'lile 10+00 11 +00 ! 12+00 Gllil',li\lN!il" SY!R!E!EY PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EX!STENCE AND LOCA T!ON OF UNDERGROUND UTILITY PIPES, LINES OR STRUCTURES SHOWN ON THIS PLAN WERE OBTAINE.D BY A SEARCH OF AVAILABLE RECORDS. 10 THE BEST OF OUfl KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER UNES OR STRUCTURES NOT SHOWN ON THESE PLANS. All CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR REL/, TED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK Al~D THE PUBLIC !S PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULi',TIONS" OF THE U.S. DEPARH,lENT OF LABOR AND, WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE !N ANY WAY FOR THE CONTRACTORS' ,\ND SUBCONTRACTORS' COMPLIANCE WITH THE ·ocCUPA110NAL SAFETY f,ND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH STATE OF CALIFORNIA- DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF Tf-\lS PROJECT, INCLUDIMG SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMEtH SH.4LL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IDEMNIFY AND HOLD THE OWNER AND THE CIVIL EMGINEER 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 NEGLILGENCE OF THE OWNER OR CIVIL ENGINEER. STREET CONSTRUCTiOl'J NOTES: 0 Remove Existing Surface Improvements. @ Protect Existing In-Place (As indicated). (3' Construct Type A PCC Curb and Gutter per :::'J Std-182-L (6" Curb Face). CNB © Construct Commercial Driveway Type ! per CNB Std-160-l-A. "'W" per Plan (Omit Sidewalk Section). @ Conslruc\ Residential Driveway Type I per CNB Std-162-L. "W" per Pion (Omit Sidewalk Section). (i} Extend Existing 3" Drain to Proposed Curb with 3" PVC Pipe, ,?, Grind Exist AC Surface Min 2" and OverJoy Min 2" AC '.!. • .I (Type lil-C2-AR-40DO) to Join Existing. ® Construct 6" Asphalt Concrete over Corr.pacted Subgrode, Adjacent to New Gutter Edge, Nominal Width 1 '. @ Adjust lo Grode (!tern as lndiacled)- @ Sawcut Exlsfrig AC or PCC Surface to Join Existing !rnprovement. (1]) Construct 4" PCC Sidewalk per CNEl Std-180-L. Lef.: -8:0- " 0 ---b. --- PREPARED BY : 10+00 > ; :E: I.!} -:&: ' ' 1 l----'-__ --«-,-- irn~ • 0 • ~5 5·7 rcR 1 • • c' R 1 ·r· I , , C. ~· -.:.L_-~:~~----, (,) ;\ ~ \ Beo Proposed C&G, Sdwk cloirl f:::xistirig • U. \_Sta. 10+00.00 Hfchland St = -t) Int CL Const PCH ~ N 2176fL\1.D992 I)... E 6O429:'iO.5617 p C 0 [L 1 i+OO REVISIONS -.------,--------------· - hiO.' DATE BY N ~ I !Molan Consulting, Inc (I! ., 26901 Ccm:no de Estrello, Su,t,, D ~ Capistrnno Beach, Co:fornia 92624 ~ Ph: 949.240.7555 fax: 949.240 0755 Highland Street Curb lll'rofile I 12+00 APPROVf:D ------·---E-- [PPROVED DATF: u:::s1GNED SY: DRPW~~ BY: Civil /Eng.ineering and Project l'.t7an£'lgement 1--+-----+--t----------------t-------i KN KN __ _,CHECKED BY: D/\TE : KN 06/'i 4/1)5 7 C ·o -, ~ ~~ '~ u ..-_ !-- " c,a, .!. 0 N ro ~~· , r 0 --,U. S n .u PROFILE SCALE Horz: Vert: Street Bmprovement llllians !For GRANT ST. AND HIGHLAND ST, IF'tl..Ali\lJ AINID !P!ROIFDtL!E CITY OF NEv\lPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO, R-5894-S SHECT 2 OF 2 '