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HomeMy WebLinkAboutH_5162_SCITY OF cosrA ME;SA VICTORIA ST PROJECT LOCATION PACtFJc VICINITY ·MAP NOT TO SCALE SYMBOL LEGEND • POl'.£R POLE ~ Cll OSCO SANITARY SEWER CLEANOUT QSMH SANITARY SE\'vER MANHOLE <tj FIRE HYDRANT IWM WATER METER BOX &: SERVICE □GM GAS METER VALVE c· POM:R POLE ANCHOR -MONl)MENT t'>66661-FENCE === BLOCKWALL Gj TREE Q {:I SHRUBBERY .;,,. .m..,,,, JU.. ASPHALT PAVEMENT :'.:'.:'.\:\'.:;\:;:·: BRICKWALK I . . . I ·,.-:: -'.::: :·,:: CONCRETE Lfl'.d BUILDING . __ ;.__ EXISTING CONSTRUCTION ----PROPERTY LINE ---NEW CONSlRUCTION ---t.---CEN1ERl,INE .,. .. ...S----SEl'rER LINE ----W,--WAlER LINE __ ..r; ___ GAS LINE -E • . POWER LINE -r·--lEI..EPHONE LINE --CATV--CABLEVISION LINE -.-SP-SPRINKLER SYS1EM 3J: STREET LIGHT ----u-S1GN I= ==! GARAGE OPENING t="--==' WINDOW JOHN WAYNE -~ AIRl>ORT ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VllRIFlED CLAY PIPE RWI/ RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT N1S NOT TO SCALE RT RING TIGHT SlL S1EEL ASANO ABANDONEI) • IP&:T _ IRON PIPE AND TAG MON MONUMENT CA TV CABLE TV DWY DRIVEWAY CO CLEANOUT (SEWER) ARV AIR RELIEF VALVF. ~ti (S' '°-? CITY OF IRVINE B/APPR BACK OF All£Y APPROACH EV SW WWF ELECTRICAL VAL\/f. S1DEWALK WElDED l'ITREFABRIC MLCCSP MORTAR LINED CEMENT COA1ED S1EEL PIPE RCSCP REINFORCED CONCRETE STEEL C'\1..JNOER PIPE ~ 4"A.C. CORING INFORMATION MCWD MESA CCNSCUDA1ED V/A1ER DISTRICT * SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY .. ' . . ' PUBLIC W_ORKS DEPARTMENT --· . AMERICAN LE :\ION GROIN WALL COPING-REPLACEMENT ' c-31101· c) ---------' -~--------------~----- --------r···-••·. ~-~--------------------7-1 I • • I I r--..::t-=-::.:-J;.,-,::;i..--1--.,..1.l:,8 I . 8 t ___ J -~--6" EX. 1 ~-DIA. CORRODED TIE ROOS TO DEADMEN @ 12'.0.C. + r(2_ BEACH i-f 18" 18" 18" 7'-6" DETAIL 1 SCALE: ~" = 1 • -0" JOIN ,-~·:..~~---~----_____ ~----l _____ l_~-~-J_=t=-===+============================I=~~ . §"=------------------~------------------, r-------------------------------• I I I I l l . EX. GROIN ~EX.COPING r----------------~-------------~-- 1 I ,v:-,,v-::-,.v'::'-...V ---~----------------------------- ,y>,::y).::y),.,~---:----------------------,---------- 1 I I I ' PLAN ' SCAlrE: 1 "= 1 0' ! j ~-JOIN f--z_ MARINA i-f SEE DETAIL 1 18" 18" ...---,,1 4 11 EXISTING GROIN WITH · d , .. , · ._ • • •· -·-· ·-· · • .. · • · · • · ·• .• •· · ·• !· ll GOOD COPING ~ ! 1... r::i ., •• ···ct.-., 'ia -·--·, .-• ..... ·-• -·· · •· ·--• -• 1 3 1 i-1 --------------=SZ='f=--------=EX'--"1-=cS~Tl-'--'N-=G_G-',-R'--'-O=l-'-'N__:--_ --._._:_=-,.------.=-iiM;.;;:;---'-:::=tt==::::::--tr--- 11 _ I EXISTING 11 SOLDIER PILE·---1 11 ~SAND LINE (VARIES) AMERICAN LEGION BLDG. --18'; • PRO~ILE SCALE: h "-1 o' GENERAL NOTES 1. THE CONSlRUCTION OF AU. PU8UC IMPROVEMENTS SHALL CONFORM TO lHE REQUIREMENlS OF 1HE NE\\PORT BEACH COflSTRUCTION STANDARDS. STANDARD SPECIAL PROVISIONS. DES!GN CRITERIA, STANDARD N ORAWI_NGS llND THE "STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION". 2003 EDITION 0 ANO SUPPI.EMENlS N 2. THE CON1RACTOR SHAl.l SUBMIT A BEST MANAGEMENT PRACTICE (SMP) PLAN FOR CONTAINING DEBRIS CX) FROM lHE PROJE'.CT INCLUDING, BUT NOT LIMITl;D TO 1HE FOLLOWING: • .J\ A. NO Pl..ACEl,IENT OF CONSTRUCTION MA lERIALS \1,1-!ERE lHE'f" COULi) OITER STORM DRAIN 'r;::, B. =NG CONSlRUCTION VEHICLES F~R. LEAKING ~l~S. -• -.;I~ • ~-g: :i~:i~GA ~i~WN&l~J~ING"OR RINSE-DOWN ACTIVITIES. ~. E. MINIMIZING USAGE 01' WATER WHEN SAWCUTTING. . I" f. PROVIDING MEASURES TO CAPnJRE OR VACUUM-UP WATER CONTAMINATED 111TH "-' CONSlRUCTIOM DEBRIS. G. . REMOVING ANY CONSTRUCTION RaATED DEBRIS ON A DAILY BASIS. THE BMP WILL BE APPROVED BY THE ENGINEER PRIOR TO ANY WORK .. FAILURE OF THE CONTRACTOR TO FOLLOW lHE BMP PLAN WILL ~LT IN IMMEDIAlE CLEANUP BY CllY FORCES AND THE BACK CHARGING OF i: . THE CONTRACTOR FOR ALL COSTS PLUS 15 PERCENT. • • • ~ CONSTRUCTION NOTES . . G) REMOVE EX!SllNG CL FENCE, POST ANO llBNFORCED PCC COPING. @ CONST. NEW REINFORCED PCC. COPING WITH FENCE POST Bl.1lC\(OUTS @ 9' O.C. · MAX & 1 j" CHAMFERS. @ INSTALL NEW GALV. CL FENCE WllH 2" DIA. P.OSTS @ 9' MAX.AND NON-SHRINK GROUT. © CLEAN SEAY/ALL PANEL REINF. (IF EX!SlS) AND SPLICE W/ 18" MIN. I.ENGTH OF COPING REINF. AT JOIN AND TIE TO NEW COPING REINFORCEMENT. FENCE 6'-0" 1'-8" u . Iv') -n { ./) c,;i;i \~ ~-· _,,--._ ~ ~~ Lr' i)__ \.__) #3 U @ 18" W/ 3" COVER g" 1 1 /2" CHAMFERS \J) ~ 3" DIA. X9" BLOCKOUTS@ 8' O.C. MAX ~? ~~ Ph SCALE: 1 ll = 2· -0" c:te ~ c; t -I SEE DETAIL 2 lil sz: t·l =- f.l;.,. '""'""'""""'.,,,,,,...,. EXISTING r~~~~~ BUL~~ SECTION@ N. T.C. ~-EMBEDMENT TO MATCH ADJOIMNG EMBEDMENT Q) 0 E • "' .c I= Jtjvfae1c,f}-N' ifbl()N fo,y;-' ;z..q / 611<01 J\J w'4LL Ml.flt Dowel-i)e77r11- li'E-<---lb" :!: I½. ,, CH/t/11 ffEle ._ IJ! l ~----1----/ "p //1~€Ai>£'1? K 61> X 31) " LtJN4 ___ ; Ii. 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