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HomeMy WebLinkAboutH_5168_SCITY OF COSTA MESA PROJECT LOCATION VICINITY MAP SYMBOL -0-POWER POLE OSCO SANITARY SEWER CLEA,NOUT ® SANITARY SEWER MANHOLE (Q) STORM DRAIN MANHOLE a FIRE HYDRANT DWM WATER METER BOX & SER~CE DPB PULL BOX □GM GAS ME1ER ©WV WATER VALVE POWER POLE ANCHOR D, MONUMENT -·x-x,-x-FENCE BLOCKWALL ~ TTlEE {J{J SHRUBBERY = = "'" = ASPHALT PAVEMENT f®W BRiCKWALK I:. ·.: ' • . . i CONCRETE ~LL./L/.LLLLj BUILDING ----· ---EXISTING CONSTRUCTION ---------PROPERTY LINE ----NEW CONSTRUCTION ---~---CENTERLINE ----S----SEVIER LINE -----W-·---WATER LINE ---G---GAS LINE ----E --ELECTRICAL LINE --T--TELEPHONE LINE ---CATV--CABLEVISION UNE --SP--SPRINKLER SYSTEM -:¢: STREET UGHT -a-SIGN NOT 10 SCALE NOTES: l. FOR BID PURPOSES ONLY, ASSUME THE FOLLOWING UNLESS A GEOTECHNICAL REPORT AND STRUCTURAL ENGINEERING CALCULATIONS ARE OBTAINED IN PREPARATION OF THIS BID. A. GANGWAY PLATFORM AND PILES 1. STRUCTURE TO CONSIST OF A 4-PILE SUPPORTED PLATFORM. 2. PILES TO BE 16" DIA PRESTRESSED CONCRETE, fc = 6000 psi @28 DAYS, ASTM C-94, TYPE V CEMENT, W/C RATIO= 0.38 MAX, 4 gal OF DCI PER CY, 9 1/2" 270 KIP LOW RELAXATION STRANDS, MINIMUM EMBEDMENT INTO MUDLINE = 25 FT. 3. PRE-CAST OR POURED-IN-PLACE DECK fc = 5000 psi @ 28 DAYS, ASTM C-94, TYPE V CEMENT, W/C RATIO= 0.45 MAX. 4 INCH SLUMP, 2 gal OF DC! PER CY, REBAR -ASTM A-615 GRADE 60, EPOXY COATED PER ASTM A-934 & D-3963, PLATFORM THICKNESS 14 INCHES, #7 BARS @ 8" OC, TOP & BOTTOM, REBAR 2 INCHES CLEAR ON TOP SURFACE, 3 INCHES CLEAR SIDES & BOTTOM B. GUIDEPILES FOR DOCKS 1. SAME SIZE, REINFORCING AND CONCRETE MATERIAL SPECIFICATIONS AS FOR GANGWAY PLATFORM AND PILES, WITH 25 FT. MIN. EMBEDMENT PER EACH. !I. CONTRACTOR TO PROTECT EXISTING PALM TREES & IRRIGATION. llL EMERGENCY TELEPHONE NUMBERS ALL COSTS FOR REMOVAL AND RECONSTRUCTION OF THE EXISTING IMPROVEMENTS THAT ARE REQUIRED FOR THE DOCK CONSTRUCTION, INCLUDING THE FIRE DEPARTMENT CONNECTION, SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE. SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NE'M'ORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT ADELPHIA UNDERGROUND SER~CE ALERT DAY (800) 624-8153 (800) 611-1911 611 1949) 644-3011 714) 962-2411 714) 542--6222 (800) 422-4133 NIGHT (800) 624-8153 (800) 611--1911 611 (949) 644-3717 (714) 542-6222 (800) 422-4133 I ____ .. • , cil JO , n ::r:: PUBLJIC WORI<.S DEPARTMENT RHINE CHANNEL GUEST DOCK CONTRACT NO 3821 DATE:~ DATE: <Cf-1f'-d / UDO CHANNEL ~-·, SE.E. ft .. 5!9<o-S WEST LIDO CHANNEL PROJECT LOCATION LOCATION MAP NOT TO SCALE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. --------------------------------------------------------------------- -----~c ~: c~--::~-~=-~-==·~ -,:=ff;~-;. -F-= ;· -:-·~ ~--,==,-• ,= ·, =;=·::::·;-=~ ~-~-F~--: =~---..,.--T=~,----~ ·=;-~°" • ,=· ==.--~ -~::·•-:;;:· ;=c ....,....;:_:::--· ---:::::-.. -i I ,? _,,.,,. -----.,,--~ ·« 0) / ~ / ,/ _..-, j I N .,,.,,,-.....-_,.,--------/~>-\--,.,--.Y . J / ,_:/., / -;:-; • ,-:... \ .1 1 LI D 0 ,.-,...-....-,., ·" I I ,,, ,,.,•' __ ,,,. _,---\ " ' ,,~.;,;;;::~;::;: CO~CRETE PLATFORM, SUPP;RT~~-•Y--"j"J ·-·--. ···-------· -------------------·------------------· -·-... --·-----------.. ------. ----·-· .. -.. --··---------. ., / /;;,;>' BY PRESTRESSED GONCRETE:.PfLE ____ ' ..... _, ~--1--•--•-•--•----,-, ---•·-·•---E,<1-&T,-BOARO-WAl:K·•·-• • , __ ' ,. -•· ' -·-·• -l"tiK!S-T:•80NG: fJlk:E' ---•--• -•---•---•.;:,:: -• --•--, -•---•· •---• -•-• --• --....... -- PARK DRIVE /,, ,/;:.,<:.,/ //. \ · --\ 'i :,I [(--""°"'·"· EXIST. C&G t=-¾,.,,._ ·EXIST. DOLPHIN "' (=''¾, / / \ ."i \ l-,, '' ,, ,._ / ::/ ,, , .. ,,..-"\ ... • ____ ..... -----"\~-or"~f 1 6" , ''t \. ,f .. ''-,. TIMBER PILING /!~_ ",,,'- .. • ~-------! I I I / / / I I I / ./ I / / I / / ,. --_, -:· ,;..> -· / THE CANNERY ' Ut' 11i.ill!1;!!'!lhll11 l1lllil1!lii!lhll1,11,!!tlll,,,1!,l111lll!1l,i:':1ill1,1!!1,1:1h!ill11'il;i,1:1lli:lli1 ;i!l1Jl1.1 'i' '1----8' x 20' FLOAT ; 1111,. 1,:1.:.11 .. '• 1 IP.ii , ,' ''9' Af.Li.: 'i'i, 1IJb!· li.1 '! ai.''U:1: aililm., BLUEJATER GRliLE · I ,··,., -• !~ •.,µ, .,, I • V,, I~· ··1 !Ii! · ·, '·'' , I.•; i ,I i , , i ill.\, I • l L, ;: ii , ii,!, i: ; t•, EXIST. BULKHEAD PROPOSED BO' 1 ADA-COMPLIANT GANGWAY j SITE PLAN SCALE: 1'' = 20' 100' THE ' .,--·---··-·"··-l 1--~-8' x 100' FLOAT r~··--_,, ___ .. ________ , ' -------~---. -------------------~ I I L----·-1 RHINE E 0 ~ 0 0 m z N ' ro 0 .:,: 0 0 0 ., ,,;; JC n:; U) I 1') '° ~ 1/) I ? -"' " 0 0 I "' '" C: -~ E: 0 / .Y 0 0 0 " C 0 " -0 'O 0. =, C-3821 -----------------------....----------------~-----------------------~---------~----------.----------.---------~----------r----------.-----------------------------1~ REViEVIED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: N CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 0 a> 1 I ~ H57u7n2t'1n8g0t1o5n8 BAevaec.h80cit:19°2°s491134 i /i / ---------:Ch,~ M~, JV,J"-f.,,''f:'_ ~& ~/.'L/1-~~~ re~ ? Tel (?l4) 89i_2072 ,~ -/. l)';J,; 4 l;> ~ BLAKE ECKERLE 6-J CHRIS M!LLER MARK HARMON (/ OC'ORGf'. MURDOCH TO~R~21 FRANK T. TRAN, RCE 62845 ~ RHINE CHANNEL GUEST DOCK ERAL DESIGN/BUILD PARAMETERS) Fax: (ll4J 895_12.91 /!) PRINCIPAL ENGINEER KARBOR RESOURCES MANAGER GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR TRAFFIC ENGINEER ASSOCIATE Cl~L ENGINEER t----------------------,--------;t; c \\. DESIGNED: DRAWN: • .I I c O O H 5168 S "' t,c'I-_ C-H-EC-KE-D:_B"-R-'-iE -DA-TE--: __ J-IK DATE:_'7_/_'ii~'o~'--DATE: ~1 •':f J v4 DATE: ,/4--1 /07 DATE: /j -rJ-f.J9 DATE: B-14--09 ITY F NEWP RT BEACH --------Ir .__ ___________________ _.._ _______________ _,_ ______________ #_3_09_9_02_09 ___ =_-_.,..,_, __ ,,,,_, __ _,__ __ __;:B:.:.;R::.JEL--_ _:8"-/'-'7/-'C0.::.9c_ ________ .,__ ________ _,_ ____ ' ____ _._ ________ _,__ ________ _,_ _____ P_U_B_L_lc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ __._s_H_EE_T_1 __ oF_2 _ _,~ //c-. --F"'l--·'-'--"--r--t---' CONCRQE PLATFORM_// CONCRETE PILES ----------------- GANGWAY-". "-. 4ll" MIN. CLEAR .1:!QIE: NEW PLATFORM GUARDRAILS, GANGWAY RAILINGS ANO STOP RAIL SHALL BE ALUMINUM RAILINGS W/ CLEAR ANODIZED MARINE GRADE FINISHED. L-- c-_ 'o ""-,-,,--,--/'_,; -f F--:c ·,---, /: ___ >-_,, .. ,__ ·;f•i---·-·•·... I :;;,,:, l 24" MAX. D.L ONLY DOCK SYSTEM 1 o• MIN. D.L. + LL SECTION N.T.S. TOP OF CONCRETE /\ 1 ____ 5_• _ PLATFORM I , 11-\ I . I .. 3 B RADIUS -" FLAT H,AD ALUMINUM NAILS @ 4" O.C. WP.-·-·\ i I ' t \. ~---3/8• 11l!CK x 10" WIDE x 5'-8" LONG (APPHOX.) ALUMINUM PLATE W/ THERMAL METAL SPRAY NON-SLIP COATING BY SLJPNOT METAL SAFETY flOORING (800) 754-7668, OR APPROVED EQUAL _--t_ --~~;~~s::-~ t::::.::=::::··::::-·::::\.:,;_::::c__c...::...:=====1 ~, ••• __ WHARF DECK HENDERSON 310 OR EQUAL HENDERSON H300A OR EQUAL EMBEDDED 316 S.S. UNISTRUT Pl 000, W/ 316 S.S. HANGERS & I BOLTS @ 6'-o· o.c.__J i ' I 1/, -" . _,_ -- =-c--c,=--7'- 4"¢ 304 S.S. PIPE \ \ SCH 10---~ \ GANGWAY----~' L315 S.S. UNISTRUl P1000, HANGERS & BOLTS @ 6'-0' O.C. GOODYEAR, PETROLEUM AIRCRAFT FUEIJNG, WINGCRAFT HOSE, 300psi PRESSURE RAllNG. 'a FIREHOSE CABINET ' ____ 31 1/2" ____ /-1 1/2" BRASS ANGLE VALVE I / 26" _ 1 ,/· ,..--1 1/2"\lx100' LONG --------~, / HOSE W/ NOZZLE ' : V/ / 2 1 /2" MALE HOSE VALVE / 10# ABC FIRE EXTINGUISKER _/ 4"1 304 S.S. PIPE SCH 10---~ 316 S.S. UNISTRUT ~ P 1000, HANGERS & BOLTS.--_--~ \"'-/~ GOODYEAR, PETROLEUM =::;--_,.- AIRCRAFT FUEIJNG, ;=~ WINGCRAFT HOSE, 300psi / PRESSURE RATING.-~1 EB FIRE HOSE CABINET T.O. DOCK ---+-"1~--'\,--------------1 ___ l_1,, \\ \----1/4"¢ x 3• ALUMINUM rti\T HEAD SCRE\'I @ 12" O.C. COUNTERSINK FLUSH f 5/8"0 THRU ___./ BOLTS, 1YP. CONC. PLATFORM / CONG. PILES __ /_ -- M.l.l.W. (O.O') ---------------- 8' DOCK LOWEST TIDE (-2.5') SECTION SCALE: 1/4" = 1'-o• ~---PROVIDE AN ALUMINUM GATE MOUNTED ON ,"' NEW PLAITORM. HEIGHT, MATERIAL AND / CONflGURATION TO MATCH PLATFORM /" GUARDRAIL. SUBMff SHOP DWGS FOR .,,,.,.. ENGINEER'S REVIEW A~D APPROVAL. / r----REPLACE EXISTING TOP RAIL • •v/ (E) GUARDRAIL TO BE / WITH 6'-5"± NEW RAIL TO / / / REMOVIED (E) WHEEL STOP ___ 1 ALIGN WITH EXIS"llNG POST /// ;-------(E) GUARDRAIL POST TO EXISTING ' / / I /, GAP CLOSURE PLATE ---1 / REMAIN (fYP) REMOVABLE ~ ~~M~~~~l POST TO \ .-I/ / ;-- ( G_u_M_D_RA_I_LS_ii+,--~'~-i-+/--",,~~~ ~~ ~r-vt';'-;F-=-\~.-~="-=,==--=-=-=-c=-==-='--'_/_=-==-;(=,\:s;-;t:l:',~~/1/1 //-·----· -. -------~- _.,,_ ___ k:S) t~ _ ----1 M,\ ,-·-'-_ 8~ _ :... _ _ _ ___M ~~~ ---~-----____ ;;;,.;,;~~:+,,.::;.::::.::.:::.::..;;;;,;::..::..:;:.=.:::.;::..::.::;.;t::::;;.;,;;;;=;_;, I r -------j---, , (E) FENDEfl PILE __ / - I / -I l \ \ 5'-0" MIN. CLEAR -----\ I I . I i ' ' ' ' ; i ! i ' ' I ' i FRONT VIEW SIDE VIEW CLOSURE PLATE DETAIL N.T.S. CB FIRE HOSE CABINET DETAIL N.T.S. -.. -·----------0--·-· ----------. _____ ' --------/------;~~~;~_IST-IN-G ----------------------------_ --_ ---__________ -€t--_______ -.,..----.---________________ _ ; Ir / 4" GATE VALVE I I w I STRffi COVIER PER ' / CITY STANDARDS // Q_ ----□ _F_j____ _;;;_. --0 0 --'/< --,, PLAN SCALE: 1• = 10' -8' x 100' DOCK DECKING MATERIAL: TREX WITH HEAVY DUTY S.S. SCREWS i<l ---EXIST. DOLPHIN TIMBER PIIJNG C-3821 E ➔ C: .,:: .2, E Ji If) 0 - ..L-..-f--1_1.c__ __ ._ ________ , ___ -__ -___ '_'· _-__ --_--------~ -· __ '__,''\., / { ,,_. IBLE 24 ---------------------------------------~---------~-~---~-------------------~--~-------------------------------1"' ?;"! /'/ -~ 4" MAX, GAP BETWEEN GANGWAY MIN. CLEAR DISTANCE FROM / _____ .---..----_________ A_S_RE_Q_U_IR_E_D _______ , AND PLATFORM PLATFORM TO DEVELOP 1 .----(B' -6" MIN.) RAIUNGS (lYP.) REINFORCING PER CODE __ ___1.__..---- PLATFORM PLAN SCALE: 1 /2" = 1'-o• 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649--1134 Tel: (714) 895-2072 Fax: (7"14) 895-1291 REVIE\',1:D: 0 RHINE CHANNEL GUEST DOCK g: 0 f / (GENERAL DESIGN/BUILD PARAMETERS) 'f _(!,. 3~ BLAKE ECKERLE ,. /", {.. ';(;~ ,, PRINCIPAL ENGINEER ., /p r=::==:c---cr::::::-:-::-:::------je--+-------i--------------------+----l----------------------.--------10 DESIGNED: BRE DRAWN: JK CITY OF NEWPORT BEACH H-5168-S -~ #30990209 ,,,,_ --• ,,,p'j' CHECKED: DA1E: 09 NO. DATE DESCRIPTION OF REVlS!ONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 ~ '----------------------------------------------------''--------------------------------------'-----"B""R""E"---"B'-'""'-""-'---'------'---------------------...._ ___ .__ ____________________ __. _______ _,,:;