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HomeMy WebLinkAboutR_5528_S. • • . 11· ,·-10· 4-'-8' & \ AIR\ ~ 10" u,w = ~-8 r-o· ~--~-1--f-C-----=--t__c..:..'--F:.....c:+'--"-+--+--1----t------'-----1 ,I , EXISTING PUMP STATION I 1/2 "'.: 1 '-0'' PL.AN 1. 2. 3 . 4. 5. 6. 7. 8. 9. /0. GENERAL NOTES THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS, EXCEPT THE WATER SYSTEM, SHALL. CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPROPRIATE STANDARD DRAWINGS OF THE CII'Y OF NEWPORT BEACH. THE WATER SYSTEM IMPROVEMENTS SHALL CONFORM TO THE REOUIREMENTS OF THE COSTA MESA COUNTY WATER DISTRICT. CURB DATA REFERS TO FACE OF CURB. ALL CONCRETE CURBS, GUTTERS, SIDEWALKS, CROSS-GUTTERS AND DRIVEWAYS SHALL BE CONSTRUCTED OF CLASS 564-C-3000 P.C.C. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REOUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF THE ROUGH GRADING. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY- ING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. ALL EXPOSED FERROUS METAL PARTS TO BE GALVANIZED PER ASTM A 123 AFTER FABRICATION. THE SEAL COAT SHALL CONSIST OF SS-lH ASPHALTIC EMULSION (PAVING GRADE ASPHALT 60-70) AND SHALL BE APPLIED A MINIMUM OF 30 DAYS AFTER A.C. PAVEMENT CONSTRUCTION (AS PART OF THE CLEANUP OPERATION) AT THE RATE OF 0.10 GAL./SQ. YD. CONTACT ur/.CJT/65 AT ~5AST 4-8 h'Oo'-(5 Plf/0,<: ro ~TAJfT//VC I/NY WORK ON sewe,e ?V,YP STAT/ON 50-co. C,45 CO ,!,38-0211 855-383.3 G 73·004-G G-1-?-3011 COUNTY ,5,4N. DIST. COMMU,V/ TY C/1/JLc oasr,; ,y~s,4 CO,;,,vTr 9G2-l?<'II ,!-A'T38 .5¢5-SSSb SO. C,'/L, eDISON 0,. /'AC-re,;.. Co. crry N-P-o.(sewt:'w,1r; -, 2 D•ET[R,CH·POST CLEJlRPRINT II' WAr. 0/ST. 4Z' 0./6' . ' . 0 TYPICAL I I I 5SG·52l0 SECTION .. - #XIST.M.H.P~AN Yz ... ;'.oq I . . , 1,1 /0 ,_ 011 '"---',.- ;N.STAtt:.. 8~CJ"','(/()!ouur/,~.1rY YAV~ T Qt//K56T P V S50 0~ Al"l"KOY6'D Gt'i' VI v A i.t?N T, WIT/I ,4 carss MANk'ot:5 F/rAl..t&ANO cove,'{ 0t//KS6T PYCN#48 0-'C r-11"?,eoveo c!Ot//v'AL&N'T. FV-'cNISN ANO /NST-'l"-L G'ALV. M6TAL RvN65, r'~ CITr' Or Nr' 8 . .STD. f'Of'-C. EXIST. M.1-1. ScC.A-A .... , ·.• •· . I I J I ~ ~ >---+--·----· ---------+-----------·--+----< 0- ©- ®--- ©-- ®- C0N.57RUCTION /TeMS CON.ST. ,3°,4 C OY<!',f 4-u,4 6. WIT.N ,..~IM'i!f AND 5<f'AG C0,4TS, CONST. T YP5 ":4° CONC. CU,ft:, AND ut/TTt!'I(', G°C.,,C, l'I!"~ CITY OP I✓• P. tJ. sro. ldZ·L, Mo!JO/P/e'D TO 16' <;vrre;,: . CONST-CPAIMe,<;C/,4&, 011/;/VeWAY AP.P,fOACN, l"e,f CIT r' Or NP.tJ. STD. _1c;1-,L, ,IS -?IWN ON ,"~,IN. (Ztf.1/,) CONST. cavo.,:_ere s1oe;v,4,,._ 1 .PeR Cl Ty OF N.P. ~. sro. /80-L S,tWCVT "1NO ,fcMtf)V,!i 1"-"RTIONS OP c'~ISTI/V<," Cv,fe, ,'JNO cvrreA:,., TO '4CC0-Mtf)OAT,!i ,V,5'1, CON5T,fVC T/ON ®--:5"1WCUT, ,feMOV6 eT/5T. ?AVc'M6NT A,VC) Rt!?CONST-evcr IN K/NO Ar NeJ.V' O,tf/Vt[i',V,;tlly ~OCA7/0,V Lt©--/N5TA'-L f2•AtJS-SOR35 Pl~ OR ,4,P,O,f¾J~O &?.V/VAL4"#T ®--tr/fa7VC/I l:JACKFl~L.E-0 WIT# C,t:Wc~erc 5LV,f'/f'.>') COHST. /NL6T TYr'6' O<'.., ,"'cK C/TY Or N.P.8. sro. 306-L, ANO 304·,L; /.. ~ /5''. @--co,vsr. ,ooAt:. DGP,f55SION Pt!'/? CIT'(' OF N.Pe,. sro. so~-,t. I ( :, /0 S.F. .3eo s.F. 10/0,:; F. SOL-F 720 s.F. 50 C,E I e-4. t,6 C,F. • ( , s -E C ( 1, /;/ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ·ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILI'lY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. I CATCII ,-,,11 S/N ·L OC. Oc'P,f, Dc'TAIL I"~ 10' SALKIN ENGINEERING CORPORATinN 12115 E. CHAPMAN AVENUE ORANGE, CALIFORNIA 92666 17141 633•7261 - ....