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HomeMy WebLinkAboutR_5545_Sa > • a • IAKEI .:::J_ _ __:;;JJ_!.•~O•~M~S!...._ ___ .,..-'•:_:v:.!(+~. OIANGl COAST CITY OF COSTA MESA VIC JOI IA . l:l :: / C' " • 0 • • • % COL ll G l t-----,,i~ 1-------lOIAHGlC ST fAIIGI 31---....,-'l ~ ; • • • C :, :: .. C: <! C, <! D UNIVElSll"( • 0 1-. ', • -. ..... __ ,-'\ ' \ I (J \ l'ACI HC Vlf U C , ,o , ... 111: ' 0 MfMOIIAI -;<--'l'l'"D".,_,.._.. \ I .. _ _. _ _, I I I 0 C . .,.,-,' IV VICINITY MAP ~ -. --°'o ' "o~'-....... "-\\_ ) ¼ ,,., ¾ 1 CilAl"HIC SCAlf IN MIU5 ,, EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER I!< WATER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT .BEACH COMMUNITY CABLEVISION NUMBER 634-3115 835-3833 999-5613 640·2221 962-2411 EXT.241 642-3260 644-4471 GENERAL NOTES OJF l_ THE CO~STRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL, EXCEPT AS OTHERl✓ISE STATE' IN THE CITY'S STANDARD SPECIAL PROVISIONS BE CITY NEWPORT PUIBLIC WORKS BEACH DEPARTMENT CONSTRUCTED IN ACCORDANCE \✓ITH THE STANDARD, SPECIFICATIONS FOR PUBLIC \\10R.KS CON- STRUCTION 1982 EDITION AND SUPPLEMENTS. 2 SEWER AND \✓ATER LINE DISTANCES SHOWN IN PROFILE ARE HORIZONTAL. 3 SEWER AND WATER P !PE SHALL BE BEDDED JN ACCORDANCE WITH CITY STD. IOG-t.. 4 EXJSTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS; THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIONS AND ELEVATIONS IN THE FIELD. IMPROVEMENT PLAt'1S FOR· STREET WIDENING & GUARD GATE 5 ALL \✓ATER MAT.NS SHALL BE DUCTILE !RON PIPE, CLASS 50 MINIMUM, UNLESS OTHERWS!E NOTED WITH 8 MIL POLYETHYLENE ENCASEMENT . 6 THE WALLS AND FACES OF ALL-EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEeT IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7 THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OW TRENCH WORK AS DESCRIBED IN NOTE NO. 9 ABOVE FROM CAL/OSHA. 8 CONTRACTOR SHALu REQUEST INSPECTION FROM PUBLIC WORKS DEPARTMENT 48 HOURS IN' ADVANCE OF PERFORMING ANY WORK, TELEPHONE 714-640-2281. 9 STATIONS REFER TO CENTERLINE OF STREET . AT SPY GLASS HILL RD. & HILLSBOROUGH RESUBDIVISON NO. 735 10 ALL CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJACENT CURBS AND WALKS. 11. ALL UNDERGROUND l✓ORK INCLUDING \✓ATER, ELECTRICAL & TELEPHONE CONDUIT SLEEVES FOR MEDIAN lSLANDS & GATE CONTROL DETECTfON LOOPS PER LANDSCAPE ARCHlTECT'S PLANS SHALL BE COMPLETED PRIOR TO PAV!NG OF STREETS & DRIVE\✓AYS, NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WR'F ~ _ -95% COMPACTe.0 ~-S0B""GBAO¢_~_ - J M75CAU: 4-" :-~ #.g_e.lG"O.C. 807/-1 WA)(S C€NIER€0 IN SLAB~ 3 TYPICAL SECTION STATION 1+00. NJ !ic;,Jtt: /l 5', ' TYPE "cu CURB DETAIL' BENCHM~RK PREPARED IN THE OFFICE OF ADAMS/STREETER CIVIL ENGINEERS, INC. 12. ALL CONCRETE SHALL BE CLASS 560-C-3250. 13. CONTRACTOR SHALL VERlFY CONSTRUCT!ON PHASING OF STREET WPROVEMENTS PRIOR TO BEG!NN!NG OF CONSTRUCTION. 14, CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULING ,/!TH THE LANDSCAPE ARCHITECT TO ENSURE THAT ALL TREES TO BE PLANTED WlTHIN THE •',EDIAN AREAS ARE PLANTED PRIOR TO CONSTRUCTION OF MEDIANS'. CONSTRUCTION NOTES & QUANTITY ESTlr,qATE G)---sAWCUT & REMOVE EXISTING PAVEMENT. ©-REMOVE.EXISTING CURB & GUTTER. ©--CONSTRUCT TYPE "A" P.C.C. CURB & GUTTER PER STD. 182-L(G"CF) @-CONSTRUCT TYPE "C" P.C.C. CURB PER STD. 183-L & DETAIL ON SHEET 1. ~CONSTRUCT 4" THICK SIDEWALK PER STD. 180-1 & PLAN. @-CONSTRUCT CURB ACCESS RAMP PER STD. 181-L-l, CASE "E" t-'ODIFIED, (OMIT HERRINGBONE PATTERN). 7 CONSTRUCT TYPE "B" P.c.c. CURB PER STD. 182-L. (i)-coNSTRUCT 4" A.C./ 8" A.B. PAVEMENT WITH PRIME & SEAL COATS. @---coNSTRUCT RESIDENTAIL DRIVEWAY APPROACH TYPE II PER STD. 163-L; W=20', X:2.5' @-REMOVE EXISTING SIDEWALK, 3920 185 185 110 1320 1 85 580 260 1025 @----.:coNSTRUCT 6" THICK STAMPED CONCRETE W/#3@ 16" BOTH WAYS OVER 4" PER TYPICAL SECTION & LANDSCAPE ARCHITECT'S PLAN(SEE SHT. 4). SAND 4000 @--REPLACE PAVEMENT PER STD. 105-L. 130 @--coNSTRUCT 4" V.C.P. LATERAL PER STD. 406-L. 50 @-INSTALL l" WATER SERVICE PER STD. 502-L. 3 3 SF LF LF LF SF EA EA SF SF LF SF SF LF tA EA ~EMOVE EXISTING WATER METER & WATER SERVICE BACK TO WATER MAIN. @-C'aNSTRllCr .!j/4" .P~C SLEEVE ('SCH. 40) ©--=-coNSTRUCT 1· PVC SLEEVE <'SCH. -,,0) • @-coNSTRt/CT /Ji,' .PVC .Sl.cEVE (.SCH 4tJ) ~CONSTRUCT e' PVC SLEl=VE (sc,;: 40) -- _@-ca.vSTRUC_T ck"PVC SL.t:EVE ('SO,, -,0) • -50 t'..r. ,fO LJc ~-/G5 Lr. ~COA/ST~~CT 4" PVC SLEEVi5 ;~,tf.-40) @--coNSTRt/CT .s' PVC St.cl:Ve ('SCH. 46) e-::::--CC>NST/?t/CT LOOP DETECTORS PcA' CATc PL.AN. LOOPS TO ,ec .nACeo C),A/ TOP OF" a;x~, /0,,1o WWF //1./ l"'AVIN6'. AS-CONSTRUCTED SEPTEMBER 4., /985 (75 LF. -·eo t.F. 35 LJ es tJ 5 EA. Pm -Construction contractor acrrees that in accordance with generally accepted construction practices, construction contract~r will be·required to assume sole ·and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons California Council and property; that this requirement shall be made to apply continuously an_d not b:. limited to of(iuil Engin¢¢t/ ... :\. normal working hours, and construction contractor further agrees to defend, mdemmfy and hold _ PRIVATE EIJGINEER'S tJOTICE TO COtURACTOFI • The existence an·d location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to these lines or structures. design professional harmless from any and all liability, real or alleged, in connection with the &land5urueyoll • performance of work on this project, excepting liability arising from the sole negligence of design professional. PLAN a PROFILE -HILLSBOROUGH DR. NEv/PORT BEACH, 0. 4 MJLcS SE OF MAC ARTHUR BLVD.; 500 FEET I-JEST OF BONl TA CANYON ROAD; IN CULTIVATED FIELD ON NORTH EDGE OF M.H.; AT OCF STA .. 1972+80 EXTENDED. A 1. 5 m. OJA. BRASS DJSCK STAMPED: Mi✓D OCF BM 73.n ELEVATION: 56.884 17981 SKY PARK CIRCLE, SUITE M IRVl«2~~4 • PHONE 714•966•0491 DATE -BY DESCRIPTION Al'l"D. DRAWN R.t'..M. HARBOR HILLS CITY 0~ ~JEt'JPORi llEACH RESt.18. 735' __ r?'A-11.0AL L.. ST/f!&€7ER R.C.E. t?.5083 REVISIONS CHECKED q~.I{ PUBLIC WORKS DEPARTMENT SHEET / OF ,;t. ~ ~ ~ ~ ~ ...... '1 ~ ' ~ ~ \\ ~ -\.\ ~ ~ -- -- : l ., --, •---,----, ,. - . -1·-· ·-. - +-----• ' . - i L. t -' ,. ' - ' • ' -' --·•· , . ·' i - --I --- • -' • -----• - 1 • Cl 1 _, ' -7'.~~c?BZ ----1 I • e7,. ,Sc? ~0__/2'~0,60EZ'O dA TG~-te,,r /s;b,,,z,,. ··-----j___ I 5---" -~q-q=__,-,_-- -I Hc?P/Z.-///:-:?0/ --~ ~RT-·/"::-;?/ /+00 NOTE: SEE SHEET 3 OF-5 FOR CONSTRllCTION Or CONOtl/T .SLe£VeS TO MEO/ANS. .. :-- . HILLSBOROUGH -' - - = ,,. ·--i - .5-rSC7 ~ -PREPARED IN THE OFFICE OF ADAMS/STRIEIETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRZ:2~s1'.:~4 • PHONE 714•956°0491 -_ RANDAL L. SrR&E:TcR R.c.E. 250B;J -= -, ' - . . ., ! ---1 t i' I -' F= ' - ·_:-1 = - ' -! ---' -- - ! - --:---- --_; a-:::•'•- .... ,. . ; 'CONSTRUCTION NOTES 0----SAWCUT & REMOVE EXISTING PAVEMENT. ~ REMOVE EXISTING CURB & GUTTER. I- : - ···;~t-- ' • j j. ' ,_ I 0---:-CONSTRUCT TYPE "A" P. C. C. CURB & GUTTER PER STD. 182-L(G"CF) ©-coNSTRUCT TYPE "C" P.C.C. CURB PER STD. 183-L & DETAIL ON SHEET 1. ©---CONSTRUCT 4" THICK SIDEWALK PER STD. 180-1 & PLAN. ©-CONSTRUCT CURB ACCESS RAMP PER STD. I81-L-l, CASE "E" MODIFIED, (OMIT HERRINGBONE PATTERN). (D---coNSTRUCT TYPE "B" P.C.C. CURB PER STD. 182-L. (]}-CONSTRUCT 4" A.C./ 8" A.B. PAVEMENT WITH PRIME & SEAL COATS. @---c-coNSTRUCT RESIDENTAIL DRIVEWAY APPROACH TYPE II PER. STD. 163-L; . W=20', X=2.5r @-REMOVE EXISTING SIDEWALK, @---CONSTRUCT 6" THICK STl'MPED CONCRETE W/#3 @ 16" BOTH WAYS OVER 4" Sfa.~D ' PER TYPICAL SECTION & LANDSCAPE ARCHITECT'S PLAN(SEE SHT. 4). ' @-REPLACE PAVEMENT PER STD. 105-L!, @------coNSTRUCT 4" v.c.P. LATERAL PER STD. 406-L. @--INSTALL l" WATER SERVICE PER STD. 502-L • • ~REMOVE EXISTING WATER METER & WATER SERVICE BACK TO WATER MAIN. I /88/ !5-lfo NO. (D ® Q) ® ill ® ·(J) ® CURVE DATA 23°09'53" 33°00'21" 32°10' 1511 24°QQ I 0011 1808 00 I 0011 09°39'4111 09°39t41" R 25 • QQ I 230.00' 40.00' 25. DO' 200.00' 3. 50'. 198.00' 205.00' L 39, 27' 92. 99' 23.04' 14. 04 1 83.77' 11.00 1 33.39' 34.57' PLAN Si PROFILE Hlll..,SBOROUGH HARBOR HILLS DR. T 26.59' 47 .14' 11.85' 7. 21' 42. 51 1 15. 7"51 17.32' . i-:.□-AT_E.J.__BY_JL_ ____ o_Es_c_RI_PT_1o_N ____ _j__AP_P'_D.+rDc:..HE~.~CIGf,Kl~:~~--t□iA':;ref"'Ni"'.M.':--"-._-1 _-CITY OF tJE\'i.f PORT BEACH [R6:SUB. 735 - REVISIONS q, L.. h' o sj2z/B:3 PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 Bc-/7:3 l ( \ ) I i.1 t ' ---- •. . ' . 2 \ &:~' ·' , -~~~ s H- ~ PREPARED IN THE OFFICE OF ADAMS/STRE CIVIL ENGINEERS INC ETER 17981 SKY PA ' • IR~l:OI( CIRCLE, SUITE M ' IA9 714• -~~s8::~ PHONE 714•966•0491 RAAIOAl t.. S7"R£ETER DATE BY DESCRIPTION R.C.E. 25083 REVISIONS APP'D. APPROVED • ~g)jtP.. R.E. NO. /t:, 1,1 DAT DESIGNED ,C-:.M CHECKED ~L..H DRAWN Rt:.M. DATE ~2z/tJ:3 =======--- p /fl /(38 PLAN a PROFILE HILJ,.SBOROUGH DR ~ HARBOR HILLS • CITY OF ME\:'JPO PUBLIC WORKS RT BEACH RESt/8. 73S DEPARTMENT SHEET g OF .4, Bc·/7:3 ( ) t ffi ' ' '\ ' ' ! l-'11 "· \ ) ·- □ -□ □ □ -□ □ □ □ □ □ □ -□ □ □ □ -□ □ -□ □ □ □ -□ □ □ □ -□ -□ -□ -□ -□ □ □ -□ -□ □ □ \ \ \ \ \ \ 1------------~®~9 □ PA \ \ \ ___,,------, -- fc!2 f-(_oj.j-l!P "'f'--r!-11'=' ;,. '?EL -sf-!E'-t--T G-2 i=Tl>ll--'F .EXISTING TREE (TYP.) E£) I I I PA !ELONGATED WALL IEllEVATION Tl-J 342..9 ,'f---------------------~21~<~0~•-' ---+---'1:_e,,,,_~ _ --n.J 340 5" 1 -rW 340-!> i i ' l ~~- ~--------C..,,,-__ - ~ SPY GLASS HILL ROAD .33t'..-52- Lt,. ACCESS_ CONTROLS- Access Controls shall furnish all material and perform a!! labor· to install the following , QUANTITY 2 each 2 each 1 each 1 each 1 each 1 each 2 each t set 2 each MODEL/DESCRIPTION SL 40 RO/TC/ERO Slide gate operators with radio open, timer close and their own electrcnic reversing device. 215B Electronic vehicle dCtectors with all necessary loops (P.V.C. loops) for safety. 215B ElectroniC vehicle detectors with all necessary loops for free exit. KS 20 Key switch for Fire Department use. Fire Department manual disconnect mechanism. Digital radio receiver. AccessPhone telephone entry control unit. Directories for use with above AccessPhone unit. Letters and numbers for use with above directories, 1/4" white, roman style characters. • • Steel sliding gates, approximately 18'-6" x 7' each. Gates to be constructed··with 1½" x 2" tubular steel frame, 3/4" x 3/4" tubular steel pickets, 5" on center. Gates to have spears atop each pickets and double metal ornate rings. Fixed steelpanels, sizes approximate size: CONSTRUCTION. LEGEND 0 0 0 0 0 INSTALL 4" THICK CONCRETE SIDEWALK WITH 6 x 6, 10 x 10,WW,\l WITH MEDIUM BROOM FINISH ANO EXPANSION JOINTS AT 20' O.C. AND QUICK JOINT AT 10' O.C., CENTERED BETWEEN EXPANSION JOINTS. « ., "·' INSTALL 4" THICK WITH 6 x 6, 10 x 10 WWM RETARDANT FINISH CONCRETE TO MATCH EXISTING. SEE NOTE 1120. INSTALL 6" WIDE CONCRETE BANDING WITH MEDIUM BROO!.I FINISH. SEE DETAIL ------6_, SHEET .f::l_. INSTALL BOMACRON PAVING -RANDOM ASHLAR PATTERN. COLOR SHALL BE CHARGREEN, AVAILABLE FRO.~-\ SULLIVAN CONCRETE TEXTURES, (714) 556-7633. SEE DETAIL~• SHEET~. INSTALL 12" WIDE CONCRETE BANDING WITH ~'IEDIUM BROOM FINISH. SEE DETAIL _____f2_, SHEET C;/ . @ INSTALL 5' -&• HIGH ENTRY WALL, \. • SHEET £b-. RETAINING, PER DETAIL ___6_, /j\ 0 0 '-'i INSTALL? HIGH ENTRY WALL, FREESTANDING, PER DETAIL --12_, SHEET C-2-AH'7 i?E-Tt>JL-I?-,Sf-j•= C,-1 ---{~ • ~I • CONSTRUCT CURB ACCESS RA~1P PER STD 181-L-l, CASE"£" MODIFIED. (OMIT HERRINGBONE PATTERN.)crrv OF NEWPORT ~CH STANDARDS 0 ENTRY SIGN WALL, SEE DETAILS GO{;. f' {..,-, ,~ , SHEET C-·;2.-. ~------~ ~t? ~~~w~=. ,,.,i-----i=-lf-! 1-::Jlt ~~ 4-2'x7' ~ -<'i \.\~ Panels to be constructed same as steij slich;:ig tes. @ INST ALL ENTRY SIGN TO t-.1ATCH EXISTING, CONTRACTOR TO SUSMIT SHOP DRAWL\IGS, @ CONSTRUCT 7' HIGH COLUMN, PER DETAIL __j:f__, SHEET C...-Z. A SIDIEWAlK-CONCRIETIE BAND ~'"' ?-e.: • .- Bezel to frame phone all.d direct • s. v~v•- coNTRAcroR SHALL PROVIDE ACCESS CONTROLS: 1. Concrete ~-On which to mount gate operators and concrete strip on whic mOtfnt gate track. er to location of gate operators. ,--1-c_.-""''-Active phone line and power to location of AccessPhonE; installation. Empty 1" conduit run ·between AccessPhone location and gate operator location. - Two days notice prior to paving to allow for installation of P.V.C, loops @ INSTALL TUBULAR STEEL GATE, PER DETAIL ....I_, SHEET_ G-Z. _@ INSTALL ACCESS CONTROL, MODEL SL-40 MOTOR AND GEAR DRIVE FOR GATE. INSTALL PER MANUFACTURER"S RECO/i.·lMENDATIONS- AVAILABLE FROM: ACCESS CONTROLS, 1360 EAST EDINGER :;ANTA ANA, CA 92705. CONTACT GEOFF SZABO, (714.) 547-7417.11,.lotiof"oP,t:,~ ® , CURB ANO GUTTER SEE ENGINEERS PLANS under driveway. ' 0"i ,-.... / ~ , _ , I ~ t1ct-:>JF, ~,t,Tl~ W-U: 61'£ Flc-T;,IL,'C: <>1-11:£-T 6-I. - . The contractor shall be responsible for the coordination of the installation with Access Controls. E-!, M'D CAULK AGAINST All. CURBS AND GU11cRS ._.,. ___ pf'j-lC l-jl.-1 -~!=H(, f'LJ-1-i,:., If'_ I, "' l-----7.'-11/, ., ., 'I • @·RE~OC,~.-TE IRRIGATION CONTROLLER LOCATION. @ EXISTING WATER METER TO RE/1.IAJN. BOX. CHECK ALL PLANS FOR @ INSTALL TELEPHONE AND DIRECTORY, .!'.::2_. PER DETAILSMJ.11_, SHEET @ EXISTING CONCRETE SIDEWALK TO REMAIN. @·EXISTING CONCRETE SIDEWALK WITH RETARDANT FINISH TO REMAIN. hi°', FIRE DEPARTMENT ACCESS KEY LOCATION, SEE DETAIL ri SHEET ~ £:b. --->.-L__> _@_ ~TOP SIGN PAIN1:~D ON PAVEMENT, PERCITYSTAKDARDS • ( _6 @ STOP SIGN: CONSTRUCT PER DETAIL _J_, SHEET C..-2., -• -- @ INST ALL PERIMETER RETAINING WALL, PER DETAIL ____K__, SHEET. C:: "2..,. NOTE: BOMACROM MUST CURE FOR A'rmN1r.,uM OF 10 "r\ OAYS PRIOR TO ANY VEHICULAR TRAFFIC-CARS & SMAil. TRUCKS u.:. B0.MACROM 11:UST CURE FOR A r:.ll\llMUM OF 21 oAvs PRIOR TO ANY LARGE TRUCK TRAFFIC D~IVSv-1A,' CNZ- ~W&f"12-i,J IIZe'c:> -~ ENGINise~c, fl.AN• ~-----CO[-jC.12-~ t:'Af-lD ---@ ~ALL BOX -m::ae:s IN TI-t; f,,~IAN ISL.Arms PRCOR TO STREET AND cu:;a CONSTRUC110N ( /J:,..@ lfbT;,u, q,&.Tt, 112k'-f'-Fl:'.P-'5Hl:Ef Ge. [8 DRIVIEWAV-CONCRIETIE BAND /PAVING :ro vfJJrE¥::: v\l lie-fic1"- FK1P v- THIS PLAN FOR INFORMATION ONLY \ \ ,P -0 -0 • =:i -~---- EXISTING IRRIGATION. t)\I CONTROLLER TO BE 0\0\ ~S ••Loc•TEo ~,o, c-t \.11i1 EXISTmG UTILITY PAD• VAULT +}"" :I' 11;011 11 '-z.11 ovfloJ~ ~ ,\1-0 - PA J "' EXISTING CURB 111-0 11 11'-2-" / ----'-'-------,f---------r~---- '--,.-.-• ·--·., .~---·--------,/ ',, ) I B.C.R. F.G. P.A. R T.W. BEGl'°·"-lNG OF CURB RADIUS Fl:'\!SH GRADE PLA:\TL'\'G AREA RADIUS • TOP OF WALL \ -- , / /,' ·~---' I. CONSTRUCTION NOTES, J. co;,,;TR:\CTOR !\\UST CH:":.CK ALL DJ'.1E:\'SJONS, FR:'-.'.,1JNG co:-.;DJTJONS AND sn=. co:,,mn10N.S-BEI70R::. STARTING WORK. THE f.KCHITECT/ENGINEER SHALL BE. NOTIFIED IMMEDIATELY OF ANY DJSCREP.-\l~CIES OR POSSIBLE DEFICIENCIES. 2. THE DRA',\'lNGS AND SPECIFICATIONS REPRESE~T THE FINISHED STRUCT\...;l\::.. ALL BRACING, TEMPORARY SUPPORTS. SHORING, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 03SER--VATION VISITS TO TIE .J·:::iB SITE-BY THE ARCHITECT/ENGH~EER DO NOT INCLUDE 1:-,:s:1EC!lV:-i OF CONSTRUCTIO:'\ PROCEDURES. T!--iE CONTRACTOR JS 5:)LELY RESPONSloLE FOR ALL CO'.\lSTRUCTION .'.'.ETHODS AND FOR 9.FETY CONDITIONS AT THE '.rORK SlTC.. THESE VISITS SH,\LL NOT BE CO'.\'.STRUED AS CONTINUOUS /d\D DET/-.lLED !!':SPECTION.5. 3. REINFORCING STEEL SHALL CONFOR/J TO ASTM A6;5, GRADE !10 FOR 4. 5. ,_ SIZES #3 AND //4 AND GRADE 60 FOR SIZES 115 AND L..l.SGER. ALL BARS IN MASONRY SHi·,LL BE LAPPED A M!\:!'.n.:.\: OF !.Ci 6.A.R DIAMETER (2'-0" MINJMUM) AT ALL SPLICES UNLESS ~OJi:;J CTr-!EKWISE. ALL BARS IN CONCRETE SHALL BE LAPPED A ;.\l'<l\iUM OF 36 BAR DIM,\ETER (2'-0" /1,tJNJ:\-\Ui,\) AT ALL SPLICES UN!..ESS <':O!CD CTl--iERWISE.. SPLICES OF i!ORIZONTAL REBAR IN WALLS AND f(.·.)T!~GS ~HAL;.. BE STAGGERED AT 4'-0" MlNL\\UM .. 7. DOWELS FOR WALLS AND COLUMNS SHALL BE Tr.:: Sf.:ME SIZE AND SPACING AS THE WALL/COLUMN REI.\lFORClNG U.\;LESS .~OTED OTHER WISS. S. ALL EXISTJNG FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY CO'.,~?ACTED J---7.LL. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS TO BE ACCo:.,?USHED ONLY UNDER THE SUPERVISION OF A SOILS ESG!NEER. 9. ALL EXC.,:.,\'AT!ONS ARE TO BE INSPECTED AND AP?ROVED BY A SOILS. ENGINEER PRJOR TO THE PLACEMENT OF A~Y Cot-.JCRETE OR RElNFORCI'\G S"J;EEL. JO. RELATl\'ELY NON-EXP.-\:-:SiVE FILL SHOULD BE USED IN BACKFILLING BEHi:>,:D \:."ALLS. ALL Rt:T,.;1:,-,;ING \\"ALLS SHALL BE ADEQUATELY Sr.0RE:'.I DURING T!--!S G.'\Cr:FJLL OPERATION. 11. STAM?CONC. BAND AND PAW.'GCANm::UONOUTH:CPOrn .,,,------jef'l/ltt:J? ~q-J.W--1-- --:v~Her f-P"!E:. "f"HPl-l- ,.__,_.,,.. __ Hq1c-, H'4-f1Hlco!--I ?tit>-L--1-- HOf ~ ~ UHe- !EXISTING WALL MODIFICATION ~ c::.:~U:.AL cm~sn~UCTJON NOTES J. :\LL D!\1E.NSlONS ARE TAKEN FRO.\', CURB FACE OR EDGE OF PAVING, U:\'LESS OTHER'J.'ISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOK APPROXJ:\1:\TE LINE AND ALL WALL RADII AND CURVES ARE TO HAVE CONTINUOUS AND S\100TH TRANSITIONS WITHOUT ABRUPT CHN'-:GES OR BENDS. 2. ALL FOR'.,\S AND ALIGN!1.1ENT OF PAVING AND WALLS SHALL BE l'\5fJE,:T2) AND APPROVED BY THE LANDSCAPE ARCHJTECT PRJOR TO P.JL-,z:·-..:c (GIVE A ~\JNIMUM OF 48 HOURS NOTICE). 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION Al\'D SHALL BE HELD LIABLE FOR ALL DAMAGES Jt',;CURRED. 4. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN ON JRRIGA TION PLAN AND CO~STRUCTION PLANS. NOTE: ALL JOINTS BETWEEN STONE MASONRY SHALL MATCH EXISTING WALL. ( 'GENERAL NOTES LG. I, All construction and workmanship shall conform to the 1979 Uniform Building - Code. 2. These notes shall be us.ed in conjuntion with the plans and any discrepancies shall be brought to the attention of the Architect/Engineers. 3. 4. 5. 6. Contractor must check all dimensions, frarning_i;:onditions, and site conditions before starting work. Architect/Engineer shall be notified immediately of any discrepancies or possible deficiencies. Conditions not specifically shown shall be contructed similar to the details for the respective materials, The drawings and specifications represent the finished structure. All bracing, temporary supports, shoring, etc. is the sole responsibility of the Contractor. Observation visits to the job site by the Architect/Engineeer do not include inspection of construction procedures. The Contractor is solely responsible for all construction methods and for safety conditions at the worksite. These visits shall not be construed as continuous and detailed inspections. 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