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Home My WebLink AboutH_5196_SCITY OF COSTA MESA ~ ~ <f ,:,,, PROJECT LOCATION JOHN WAYNE > AIRPORT VICINITY MAP NOT TO SCALE LOCATION MAP N.T.S. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT ADELPHIA UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (800) 611-1911 611 (949) 644-3011 (714) 962-2411 (714) 542-6222 (800) 422-4133 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG C'-,,~ '°l< o' O,p CITY OF IRVINE NIGHT ~ (800) 624-8153 (800) 611-1911 611 (949) 644-3717 (714) 542-6222 (800) 422-4133 PROJECT LOCATION PROJECT ADDRESS: 610 ( D ) LIDO PARK DR NEWPORT BEACH, CA 92663 ASSOCIATED PACIFIC CONSTRUCTORS INC. 495 EMBARCADERO MORRO BAY , CA 93442 Tel : (805) 772-7472 Fax: (805) 772-5803 PUBLIC WORKS DEPARTMENT RHINE CHANNEL GUEST DOCK 610 (D) LIDO PARK DRIVE CONTRACT NO 3821 APPROVED : ---------------------DATE: _____ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 APPROVED: ____________________ _ DATE: _____ _ DEPUTY P.W. DIRECTOR / CITY ENGINEER R.C.E. NO. 47961 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. Wh ile this information ls believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. OWNER: CITY OF NEWPORT BEACH PUBLIC WORKS DEPA RTMENTS 3300 NEWPORT BLVD. P.O. BOX 1768, NEW PORT BEACH, CA TEL: (949) 644-3340 FAX: (949) 644-3308 ATTN: FRANK TRAN DOCK SUPPLIER: ATLANTIC MECCO 1501 E. ELECTRIC AVE MCALESTER, OK 74501 TEL: (9 18) 423-6833 FAX: (918) 427-6947 ATTN: ADAMS DANIEL DESIGN PROFESSIONAL IN RESPONSABLE CHARGE: TIM BAZLEY,PE BLUEWATER DESIGN GROUP 2500 V IA CABRILLO MARINA, SUITE 200 SAN PEDRO, CA 90731 TEL: (310) 548-3132 FAX: (3 10) 548-1 924 ATTN: TIM BAZLEY / PRABIN TULADHA R GANGWAY SUPPLIER: TOPPER INDUSTRIES P.O. BOX 2439 BATTLE GROUND, WA 98604 TEL: (360) 687-1232 FAX: (360) 687-0345 ATTN: DAVE LE STER / BRUCE ABRAHAM CONTRACTOR: ASSOCIATED PACIFIC CONSTRUCTORS, INC. 495 EMBARCADERO MORRO BAY , CA 93442 TEL: (310) 549-1 961 FAX: (3 10) 549-11 781 ATTN: MIKE MARCHITTO/ CAM BOYD GANGWAY STRUCTURAL ENGINEER: KPFF CONSUL TING ENGINEERS 111 SW FIFTH AVE, SUITE 2500 PORTLAND, OR 97204 TEL: (503) 227-3251 FAX: (503) 227-7980 ATTN: JORDON MESSIN GER 2500 Via Cabrillo REVIEWED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: Marina, Suite 200 San Pedro, CA 90731 TITLE BDG LDGD,br1p Tel: 310 548 3132 Fax: 310 548 1924 CHRIS MILLER MARK HARMON GEORGE MURDOCH TONY BRINE, RCE 45521 FRANK T. TRAN, RCE 62845 HARBOR RESOURCES MANAGER GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR TRAFFIC ENGINEER ASSOCIATE CIVIL ENGINEER Planning and Engineering Services DESIGNED: DRAWN: For Marinos and Waterfront Resorts MM CHECKED: DATE: DATE: DATE: DATE: DATE: DATE: 3 8 10 PROJECT DESCRIPTION: 1. INSTALL NEW 8'6" X 8'6" PLATFORM WITH 4-16" DIA. ROUND PILES 2. INSTALL NEW 80' ADA GANGWAY 3. INSTALL NEW 8'X100' PUBLIC DOCK WITH 6-16" DIA. ROUND PILES SPECIAL INSPECTION NOTES: 1. SPECIAL INSPECTIONS SHALL BE PERFORMED PER CBC CHAPTER 17 AS SUMMARIZED ON THE SPECIAL INSPECTION SUMMARY TABLE. 2. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE CITY OF NEWPORT BEACH. 3. THE TESTING LABORATORY MUST BE APPROVED BY THE CITY OF NEWPORT BEACH. SPECIAL INSPECTION: 1. SPECIAL INSPECTION REQUIRED FOR CAST IN PLACE 8'6"x8'6" CONCRETE PIER. DESIGN STRENGTH OF CONCRETE SHALL BE 5000 PSI. SHEET No. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SHEET INDEX DRAWING No. T-1 AD -1 L-1 L-2 L-3 L-4 L-5 F-1 F-2 F-3 F-4 FH-1 6016-050 6016-A100 6016-A105 6016-A106 6016-A110 6016-B100 6016-B105 DESCRIPTION TITLE SHEET AND VICINITY MAP ADA ACCESS SITE PLAN PILE DETAILS PLATFORM DETAILS DOCK DETAILS DOCK SIGN AGE AND MODIFICATION REQUEST FORM PLAN VIEW FLOAT PLAN FRAMING PLAN FLOAT SECTIONS AND DETAILS FIRE PROTECTION PLAN GANGWAY ELEVATION PLATFORM RAIL PLATFORM RAIL AND GATE GATE LATCH BOX DETAILS FOOT PAD FOR RAILING 4'-0" (CLEAR) X BO' GANGWAY WATER AND BRIDGES 20 6016-Bl 10 DETAILS 03, W1.2, W1.2.1, W1.2.2, W1.2.4 W1 .2.5, Wl.3.1 UTILITY HANGER 21 22 23 24 25 26 27 6016-Bl 12 6016-Bl 14 6016-Bl 16 6016-B120 6016-B200 CNB-STD-01 CNB-STD-02 BOSS, MIDRAIL, AND HANDRAIL WATER END TRANSITION PLATE AND DECK WELDMENT DETAILS ALUMINUM RUN OFF GUIDES RAIL STOP ON EXISTING DOCK SHORE MOUNT HARBOR DESIGN CRITERIA STANDARD DWGS TITLE SHEET AND SPECIFICATIONS DESIGN CRITERIA / GENERAL NOTES C-3821 T-1 RHINE CHANNEL GUEST DOCK TITLE SHEET CITY OF NEWPORT BEACH H-5196-S PUBLIC WORKS DEPARTMENT SHEET 1 OF 27 l/l ~ ~,----------------r-----~------ v 0 0 -0 N r S££ DETAIL 7, THIS SHEET r------- ' ~ I ::::===ti=:::::::-, I I I I I I I I I I I 610 (D) LIDO PARK DRIVE NEWPORT BEACH, CA 92663 I I I I / ADA PA TH OF TRA V£L I I I I I I I I I L I I I ' I "' I ~ I L ~ PROJECT 8' 6" -' I I " .<l " • • , . <l " " I • I d ' ~ • I "_. EXISTING BOARDWALK 17 -I I I I I I I I n l I I I I I I -- • I • • • I I ------ I I -------------== - MAX BOAT SIZE 700' THE RHINE CHANNEL RECORD DRAWINGS These Reco~d Dr~wings hav~ be:n prepared based on information submitted, in part, by others .. While t~1s information 1s believed to be reliab le, City of Newport Beach is not responsible f~r its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. SITE PLAN SCALE 7"-8' CONTRACTOR RHINE CHANNEL ASSOCIATED PACIFIC CONSTRUCTORS, INC. GUEST DOCK NEWPORT BEACH, CA NO. 7 20· REVISION .... - • ... /A ◄ -- "I BY DATE - ,\BDG TEMPLATE\TITLE BDG LDG□,BMP ,.,,,.-----, / '-. / ' / \ I \ I \ I I 5' DIA. \ r SPACE FOR / \ WHEELCHAIR TURN / \ I \ I \ / ' / '-. / , _____ ,,,.., I I ---/ ' I ' I ' I I ' I ' I ' I --- ------/ '-/ '-. / ' I \ I \ I \ I 5' DIA. \ ir----S-P_A_C_£_F_O_R ___ : \ ,--'WHEELCHAIR TURN I / \ / ~ I \ \ / / "' / / '-< / ,_ .,,,..,,,,,, -- DETAIL 1 SCALE 7" 2' EXISTING BOARDWALK TRANSITION PLATE, SEE DETAIL ON SHEET 6076-A 100 J '-6" ---/ ' I ' I ' I I ' I ' I ' I --- ..... --, I ; I ' I I I I ' I ' I , __ ..... I NOTE: EXISTING SEAWALL THERE AR£ NO UTILITIES ON THIS DECK 2500 Via Cabrillo Marina, Suite 200 San Pedro, CA 90731 Tel: 310 548 3132 Fax: 310 548 1924 DESIGNED BY PT Planning and Engineering Services DRAWN BY JH For Marinas and Waterfront Resorts CHECKED BY TB 5 1/2" ~ ~ EXIST. REMOVABLE GUARDRAIL TO BE REINSTAllEO 0 7'-6" NEW 3/8" STAJNLESS STEEL RODS. TIP V 5 PLACES. SEE@ 0 S-9 0 NEW~WHEEL STOP. SEE 1 0 S-9 0 I -NEW 4X12 T&G WOOD ' 0 I ' / ,.. ~ -, ' I \ ~ST. REMOVABLE GUARDRAIL SUPPORT BRACKElS TO BE R8NSTALLED USING NEW 5/l'i' • GALV. THRU BOLTS. TIP. TO!' AND BOTTOM DECKING. FOR CONNECTION SEE DETAIL@ S-7 EXIST. WOOD PILE CAP BEAM TO BE REINSTALLED NOTE: EXIST. \\000 NAILER (THIS PART OF PROJECT ALREADY COMPLETE) ADA ACCESS GRAPHIC SCALE 0 I 2 7" 1' SCALE DATE AS NOTED 02-18-10 JOO NO. 2298-A SHEET AD-1 511EET # • • Cf) ~ E 0 m "' 0 PROJECT @ DOCK S/GNAGE 5 INSTALL NEW CONCRETE PLATFORM W/ 4-16"¢ CONCRETTE PILES. SEE SHEET L-3 610 (D) LIDO PARK DRIVE NEWPORT BEA CH, CA 92663 EXISTING BOARDWALK INSTALL NEW @ 6-16"¢ CONCRETE GUIDE LI L2 PILES (TYP) .-----42" STOP RAIL 8'-6" @ LIFER/1/G MODEL # HS -JO USCG-APPROVAL # 160.050/154/0 20' • INSTALL so· ADA GANGWAY (BY TOPPER, SEE PAG S 6016-050 T, 6016-8714) MAX BOAT SIZE ~ 100' 100' THE RHINE CHANNEL SITE PLAN SCALE 1"~10' RECORD DRAWINGS 2'-6" DOCK LADDER 3 STEP MODEL NO. 07-71 @ These Record Drawings hove 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. CONTRACTOR RHINE CHANNEL ASSOCIATED PACIFIC CONSTRUCTORS, INC. ~io,Ess1 0/Ji cp \l'.i e/1(,:; ,::;; .,,? <> 't.'> :d ....... ("\ ~ r--+-----------t-+----11 &3 f---< ~ .\BDG TEMPLATE\TITLE BDG L□G□.BMP °" OD f----+----------1-+---ll No. C 50019 EXP.~11 * BULKHEAD EL. +9.0' 48' MIN. GANGWAY CLEAR 9 z ~ PLATFORM GUARDRAIL (E) 14-IN DIA. DOLPHIN TIMBER PILE O 12-FT O.C, (E) GUARDRAIL TO BE REMOVED AT PLA TT"ORM AP CLOSURE PLATE (SEE DETAIL) (E) 14-IN SQU ARE CONC. PILE O 12-FT O.C. ~ 34' MIN. • 38" MAX. N .... HANDRAILS L (E) BOARD WALK -------'_ '-_-_-_-_-_-_l-1»,,,.,r,;,;;;;;:;;,:~~*~~--------FtE~B-ULK-~EAD~ HIGHEST TIDE (+7.5') 2_ _ ------ ---- - -- : :1-suLKHEAD EL. +9.o' n CONC. PLATFORM CONC. PILES __ L_.+-+---i LOWEST TIDE (-2.5') _5J ----------- -_ _J___ 2500 Via Cabrillo Marina, Suite 200 San Pedro, CA 90731 Tel: 310 548 3132 Fax: 310 548 1924 DESIGNED BY PT DRA°M'l BY JH SECT/ONA-A SCALE 1 "~4' SPECIF/CATIONS ' ' ' ' I I ' ' ' ' ¥ 1. THIS DOCK STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT CITY OF NEWPORT BEACH WATERFRONT PROJECT GUIDELINES AND STANDARDS -HARBOR DESIGN CRITERIA COMMERCIAL & RESIDENTIAL FAG/LITES -2008 EDITION. 2. ALL MATERIAL SPECIF/CATION SHALL MEET SECTION 3 ON SHEET 01 OF 2008 HARBOR DESIGN CRITERIA STANDARD, CITY OF NEWPORT BEACH -BUILDING DEPT 3. PILE RECORDING AND CERT/FICA T/ON SHALL BE DONE AS PER THE SECTION J.e.6.c ON SHEET 02 OF 2008 HARBOR DESIGN CRITERIA STANDARD, CITY OF NEWPORT BEACH -BUILDING DEPT 4. CONTRACTOR SHALL REFER AND ADHERE TO GEOTECHNICAL REPORT BY ALBUS-KEEFE AND ASSOC/A TES DA TED MARCH 4, 2010. JOB NO. 1847.00 5. THE FINAL 3' TO 5' OF ALL PILES SHALL BE DRIVEN AS IND/CA TED IN THE GEO TECHNICAL REPORT GRAPHIC SCALE -.. 1 ..__.._.._~o ............ ~iiiiiiiiiiiiiiiiii~' 1"=1' SCALE DAlE AS NOTED 02-18-10 JOB NO. SITE PLAN 2298-A SHEET L-1 SHEET # GUEST DOCK NEWPORT BEACH, CA REVISION BY DATE S'J: CI VI \. v,.'-"?--Planning and Engineering Services 41£ OF CAUl:\l~ For Marinas and Waterfront Resorts CHECKED BY TB • • NOTES: 1. CONTRACTOR SHALL REFER AND ADHERE TO GEOTECHNICAL REPORT BY ALBUS-KEEFE AND ASSOC/A TES DA TED MARCH 4, 2010. JOB NO. 1847.00 2. THE FINAL 3' TO 5' OF ALL PILES SHALL BE DRIVEN AS IND/CA TED IN THE GEO TECHNICAL REPORT. PROJECT RHINE CHANNEL GUEST DOCK NEWPORT BEACH, CA ~ 7A"yi:;y>,_'S:J'~~'\: >~ ~ ~ ~ a "' - - +13 16"¢ ROU ND PILE STRANDS, CONG W/9-½"¢ 6000 PSI a.a MLLW -9 ~5-,.'-\.'v...'y>,_yX"Y %' ~ ~ « ·?,,') -2 9 RECORD DRAWINGS These Record Drawings hove 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 incorporated into these plans as a result . CONTRACTOR ASSOCIATED PACIFIC CONSTRUCTORS, INC. NO. or omissions which may hove been REVISION BY DATE No. C 50019 EXP.wQL11 LTR. REVISION DATE BY CHK L W4.0 5@ 5@ 1 " 1/3 @ 3" BALANCE @ 6" 1/3 @ 3" 1" 1" CLR. c= /'' CLR. I >---),. 11 I I! l ' ' ' ' ' 111 I 11 lll!HII I I I I I I I" I I II IIH!III " ' ' ' f-... ~-' ' 11/1/1/1111 11111111 I I I I I __,. I I I I ~ 11111111. II 111 ,I \ I \ I --...___ < \ I \ I \ I ii 11 i, r I ' ' ' ' PI I I 2"¢ NIPPLE ~ 3'-o" PLAN VIEW 16'¢ (9) 1/2"¢ STRANDS SPREAD THE TOP TWO TO CLEAR JET TUBE ~~ 2" PVC JET TUBE ~--W4.0 AS SHOWN IN PLAN VIEW SECTION A-A NOTE: LAPPED SPLICES IN SPIRAL PILE REINFORCEMENT SHALL BE LAPPED 80 WIRE DIAMETERS MINIMUM. SPIRAL SPLICES AND ENDS SHALL BE TERMINATED BY A 135 DEGREE HOOK WITH 6" HOOKED AROUND STRAND e-------------t---------------,16" ROUND PILE e-------------t---------------,RHINE WHARF PRE-POUR xxxx DATE xxxx POST-POUR xxxx DATE xxxx Fl DRAWN DATE 12 14 09 NOTES, 1. CONCRETE f'c ~ 4000 PSI @ TRANSFER f'c ~ 6000 PSI @ 28 DAYS & TIME OF DRIVING MIX# UV-205 2. REINFORCING PRESTRESSING STEEL SHALL CONFORM TO ASTM A-416 GRADE 270 SPIRALS ASTM A-82 REBAR ASTM A615 OR A706, GRADE 60 3 EFFECTIVE PRESTRESS INITIAL TRANSFER FORCE/STRAND ~ 28.9k (70%} EFFECTIVE PRESTRESS IN STRAND 157.5 ksi EFFECTIVE PRESTRESS IN CONCRETE ~ 1079 psi 4. SECTION PROPERTIES 16" ROUND PILE. AREA ~ 201 SQ.IN. AREA STRAND ~ 9 STRANDS X .153 SQ.IN. -1.377 SQ.IN. WEIGHT ~ 210 POUNDS PER FOOT 5. PILE PICKUP POINTS .35L .35L t 15L ! 3 POINT PICKUP .263L t .263L t .263L t105L! 4 POINT PICKUP CHECKED xx SCALE 1 1/2"=1'-0" NEWPORT BEACH, CA SALESPERSON GT PAGE 1 OF 1 DWF VIEW OPTION WEIGHT SEE TABLE +---------+s_.0~#~1_03_5_83 __ ~L_1N~E#~_x_xx_x_------j DWG NO. Pl LE DET Al LS ( 2 __ 9 GUST. ASSOCIATED PACIFIC CONSTRUCTION THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. 0 ® Oldcastle Precast P.O. Box 310039 Fontana, CA 92337 (800) 626-3860 Fox (909) 428-3737 COPYRIGHT ©2□08 Oldcastle Precast, Inc. All Rights Reserved Auburn.WA/ Wilsonville.OR/ Chandler.AZ/ Pleasanton * Livermore * Fontana * San Diego * Stockton * Santa Paula.CA Planning and Engineering Services For Marinas and Waterfront Resorts 16" PRESTRESSED PILE DETAIL (GUIDE PILES) 2500 Via Cabrillo Marina, Suite 200 San Pedro, CA 90731 Tel: 310 548 3132 Fax: 310 548 1924 DESIGNED BY PT DRA'AN BY JH CHECKED BY TB PILE DETAILS -f GRAPHIC SCALE -4 l"""""iiiiiiil""''"iiiiiiiil"""""'""""""""""'iiiiiii..iiiiii.iiiiiiiil 0 4 8 1"=4' SCALE DAlE AS NOTED 02-18-10 JOB NO. 2298-A SHEET L-2 SHEET f Cl ;:: "C! .., ...I ~ t w c.: ~ .!!! I§ ~ "C C: "' C: B Q) V) E ~ g "' 0. " • z X C • • #7 EPOXY GOA TED REBAR @ 8" TOP /( & BOTTOM IN BOTH DIRECTIONS W/ 3" CLR COVER 6-#7 REBAR £0 SPACED. GROUT IN 7f'¢ DRILLED OR PREFORMED HOLES ' (0 . I co ' a, . I - . lr) l ------------- ' a, I . - \ ~ \~ / 'I I) ~ ,\ \ It" ~ 1 !l 1'-9" I l'l / I \ II ~ =---7A ~\ i\ I ' ' " J I/ \ ~ ~, v ;/ ~ \ I I \ V ~ .j ~ ~\ I\ I f"'1 " I V \ ~ r;J,0' =--w ~ ~ /! 5' CONCRETE PLATFORM -TOP VIEW SCALE 7"=7' RECORD DRAW NGS Tnese Record Drawings nave been prepared based on information submitted, in port, by otners. Wnile tnis information is believed to be reliable, City of Newport Beocn is not responsible for its accuracy, nor for errors or omissions wnicn may nave been incorporated into tnese plans as a result. PROJECT CONTRACTOR RHINE CHANNEL GUEST DOCK NEWPORT BEACH, CA ASSOCIATED PACIFIC CONSTRUCTORS, INC. NO. I II ~ r: J; \ ~ 0 ? II I ~\ ' rt:J \\ \ 1'-9" REVISION 1' • ' / • • • • 1'-9" / 80' ADA GANGWAY BY OTHERS 6-#7 REBAR £0 SP GROUT IN 7¾"¢ DR OR PREFORMED H ACED. ILLED / ...... ... A a,. BY DATE OLES UR RE\/ISION DATE BY CHK W4.0 BALANCE ti 6" /" CIR. 2"1'1 NIPPLE ~ :J'-o" ,. ,· /" CLR. PLAN VIEW SECTION A-A NOTE: LAPPED SPLJCES IN SPIRAL PILE REINFORCEMENT SHALL BE LAPPED 80 WIRE DIAMETERS MINIMUM. SPIRAL SPLICES AND ENDS SHALL BE TERMINATED BY A 135 DEGREE HOOK WITH 6" HOOKED AROUND STRAND (9) 1/2"11 STRANDS SPREAD THE TOP TWO TO CLEAR JET TUBE 2" PVC JET WBE f'-=-~-~---+=~-~----,16" ROUND PILE PRE-POUR xxxx om """ POST-POUR xxxx o,n: ,m DRAWN Fl o,n: " • NOT£S. I. CONCRETE t'~ = 4000 PSI !fl TRANSFER f'~ = 6000 PSI @ 28 DAYS &-TIME OF DRIVING It/IX# UV-205 2. RF/NFQRCING PRESTf?ESS/NG srEEL SHAU CONFORM TO ASTM A-416 GRADE 270 SPIRALS ASTM A-82 REBAR ASTM A/315 OR Al(}/j, GRADE 60 J EFFECTIVE PRESmESS INITIAL mANSFER FORCE/SmAND = 28.9k (lox) EFFECTIVE PRESmESS IN STRAND = 157.5 i<si EFFECTIVE PRESmcSS IN CONCRETE = 1079 psi 4. 5FGTIQN PROPFRDFS 113 • ROUND PILE AREA = 20/ SQ.IN. AREA smAND = 9 smANDS X .153 SQ.IN. -1.377 SQ.IN. ~GHT = 210 POUNDS PER FOOT 5. PILE PICl(UP POJNTS 3 POINT PICKUP ,.105Li .263L i .263L i .263L 1;10~1 4 POINT PICKUP ~;t:"""=tE"':=W::;t:::=~'oi:=::=::jRHlt£ 'M-IARF NE'M'ORT BEAa-1, CA CHECKED .. SCALE 1 1/2"=1'-o" SALESPERSON o, PAGE 1 <F 1 Dl'IF VIEW OPTION WEIGHT SEE TABLE Tl-HS DOCUl.4ENT IS TI-,[ PROPERTY OF OLDCASTl.E PRECAST, INC. IT IS SUBl.41TTED FOR REFERENCE PURPOSES CNL Y AND SHAU.. NOT BE USED IN ANY WAY INJURIOUS m Tl7E INTERESTS OF SAID COMPANY. COPYRIGHT @2008 Oldcastle Precast, Inc. All Rights Reserwd 0 9.~~-~~~le Precasi (800) s,a--,i Fo, (•o•) 425-37'7 AIJbum.WA/ WiO<H1'1ille.0R/ Chandler.AZ/ Plecillnlan • li,ermare • Fonlano • Sen Diego• Stocklnn • S,,,b, Pwla.CA 16" PRESTRESSED PILE DETAIL ~---~ 2500 Via Cabrillo Marina, Suite 200 San Pedro, CA 90731 No. C 50019 EXP,WQLll CI Vil Planning and Engineering Services For Marinas and Waterfront Resorts Tel: 310 548 3132 Fax: 310 548 1924 DESIGNED BY PT DRA'liN BY JH CHECKED BY TB 8'-6" #7 EPOXY GOA TED REBAR @ 8" TOP 1'-6" 11r & BOTTOM IN BOTH DIRECTIONS W/ 3" CLR COVER / I. }, • , . ' / • • • • • • • • 5' 7 '-9" ,.., -9.00 MLLW (MUDLINE) CAST IN PLACE H ING£ BRACKET AS ANUFACTURER PER GANGWAY M PLATFORM £LEVA TION Ti 0 MATCH EXISTING WHARF £LEVA TION ' C\J I . - 76"¢ CONG. PILE £MB£0£D 2" IN TO TH£ PLATFORM -24 MLLW (MIN) -24 MLLW (MIN) ~---~ SECTION A SCALE 7 "= 7' NOTES: 1. CONTRACTOR SHALL REFER AND ADHERE TO GEOTECHNICAL REPORT BY ALBUS-KEEF£ AND ASSOC/A TES DA TED MARCH 4, 2070. JOB NO. 7847.00 2. TH£ FINAL 3' TO 5' OF ALL PILES SHALL 8£ DRIVEN AS IND/CA TED IN TH£ GEO TECHNICAL REPORT. SPECIF/CATION: CONCRETE: (FOR PLATFORM} 7. CONCRETE SHALL 8£ POURED IN PLACE AFTER TH£ PILES AR£ DRIVEN IN PLACE. 2. PORTLAND CEMENT SHALL 8£ TYPE I OR II MODIFIED AND LOW ALKALI. 3, CONCRETE SHALL HA VE MINIMUM 28 DAY COMPRESS/VE STRENGTH OF 5000 PSI. 4. MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 4". 5. WATER RA TIO SHALL NOT EXCEED 0. 45. 6. 2 GAL OF DC/ (CORROSION INHIBITOR ASTM C494 TYPE C ADMIXTURE.) PER CY SHALL 8£ ADDED TO CONCRETE. 7. REBAR SHALL B£ ASTM A-675 GRAD£ 60. 8. REBAR SHALL 8£ EPOXY GOA TED PER ASTM A-934 & 0-3963. 9. FORMS MAY 8£ STRIPPED ONLY AFTER TH£ CONCRETE HAS REACHED A MINIMUM COMPRESS/VE STRENGTH OF 3000 PSI. CONCRETE: (FOR PILE) 7. PILE SHALL 8£ SUPPLIED BY OLDCASTLE PRECAST. 2. PORTLAND CEMENT SHALL 8£ TYPE II 3. CONCRETE SHALL HA VE MINIMUM 28 DAY COMPRESS/VE STRENGTH OF 6000 PSI. 4. WATER RA TIO SHALL NOT EXCEED 0. 38. 5. 4 GAL OF DC/ (CORROSION INHIBITOR ASTM C494 TYPE C ADMIXTURE.) PER CY SHALL 8£ ADDED TO CONCRETE . PLATFORM DETAILS -1 GRAPHIC SCALE 0 SCALE DAlE 2 AS NOTED 02-18-10 JOB NO. 2298-A SHEET L-3 SHEET f Vl ::::J I- i== Vl E 0 m "' 0 0 "' .. ' 1.175 .1$5WAI.L . 165 l'i'IIL~ Henderson 'H' Series Dock Bumper ,..,,. 3.000 , .... 1, ... '·""' ;:..-•"t ' H290 HENDERSON BUMPER ITEM NO. 03-H290 For commercial or private docks, the Model H290 dock bumper offers exceptional performance combined with a streamlined profile. Made of resilient PVC compound engineered to be both weather and fungus- resistant, this tough, affordable dock bumper stands the test of time without deteriorating. Its unique 4+3 design provides four angled columns and three air-cushioned chambers to absorb heavy impacts. Easy to install on dock or pilings, the Model H290 bumper is available in white in a standard length ol 8 feet, packaged ten per carton. Can be special ordered in other lengths {minimum order applies). H290A HENDERSON BUMPER ITEM NO. 03-H290A For commercial or private docks, the Model H290A, is a smaller version of the H290 Model. This dock bumper offers exceptional performance combined with a streamlined profile. Made of resilient PVC compound engineered lo be both weather and fungus-resistant, this tough, affordable dock bumper stands the test of time without deteriorating. Its unique 4+3 design provides four angled columns and three air-cushioned chambers to absorb heavy impacts. Easy to install on dock or pilings, the Model H290A bumper is available in white in a standard length of 8 feet, packaged ten per carton. Can be special ordered in other lengths (minimum order applies). H300A HENDERSON BUMPER ITEM NO. 03-H300A With its exclusive 5+4 design, the Model H300A dock bumper offers the superior impact resistance that makes it the first choice in today's marine applications. Five heavy-duty solid columns and four spacious vertical air chambers give the Model H300A its strength -and tis specially formulated PVC compound gives it exceptional flexibility and resistance to weather and fungus attack. The end resurl is bumper \hat's tough enough to stand the test of time -and affordable as well. H300A is available in white in a standard length of 8 feet, packaged eight per carton. Gan be special ordered in other lengths (minimum order applies). H390A HENDERSON BUMPER ITEM NO. 03-H390A This heavy-duty dock bumper is designed to safeguard both watercraft and docks from damaging effects of repeated impacts. The Model H390A dock bumper features an exclusive 5+4 design that protects larger boats, with five solid columns and four air-cushioned chambers. Made of resilient. fungus-resistant PVC compound, the Model H390A withstands even the harshest weather for years to come. Easy to install on docks or pilings. it is available in white in a standard length of 8 feet, packaged eight per carton. Can be special ordered in other lengths (minimum order applies). For orders less than full cases. a 25% •split casa"charge will apply. HENDERSON MARINE SUPPLY, INC. 800-523-1586 www.hendersonma,;ne.com P,1ge 05.1 Last Updated: 4/812003 1:40 PM Specifications subjoct to cl1a,ige wifllour r!Ollce. Nol respons!bla for n.,s/. Liability limited to producl replacamant el lha option of Har1<Jarsor1 Marina Supply, Inc. Nor responsible for any irmccuracios in specificali01Js. Corner Bumper Designed and molded from Non-Yellowing, Very Tough, Marine Grade Vinyl For attachment to wood structures, use large headed non-staining aluminum or stainless steel nails as described in our catalog Section 08. On metal structures, use stainless steel or aluminum sheet metal screw and washer. UNIVERSAL 10" CORNER DOCK BUMPER ITEM NO. 03-06A Designed with a flat end to mate with most dock bumper extrusions. It offers 10 inches of protection on two sides of the dock comer. The side height is 4 inches. REGULAR 10" CORNER DOCK BUMPER ITEM NO. 03-06B Offers 10 inches of protection on two sides of the dock comer. side height is 3 ½ inches . MINI-CORNER DOCK BUMPER ITEM NO. 03-07M Designed to give a continuous look to our 301 and 302 extrnded dock bumper. It provides a molded-in cushion of air at the dock comer. This comer offers 5 inches of protection on two sides of the dock comer. II is easily installed, simply plug the comer into the 302 bumper extrusion and attach same as above. UNIVERSAL 6" CORNER DOCK BUMPER ITEM NO. 03-07U Designed with a flat end to mate with most extrusions. It offers 6 inches of protection on two sides of the dock comer. The side height is4 inches. For orders less than fllll cases, a 25% "split case" charge will apply. HENDERSON MARINE SUPPLY, INC. 800-523-1586 www.hendersonmadne.com Speciflcerlons subject to change withoot norica. Not responsible for rost. Page 03-5 Last Updated: 112812003 11:54 AM Liability limited to product replacement at lha option of Hendersoro Marina Supply, Inc. Not resoonsible for anv inaccuracies in specifications. BUMPER STRIP DETAIL ~-------------~BUMPER CORNER DETAIL 2 SCALE: NTS PROJECT RHINE CHANNEL GUEST DOCK NEWPORT BEACH, CA L2 F4 .. CONTRACTOR A1A Aluminum Dock Ladders I I I • i ' ! . • • • I • II •II - A1A Heavy-duty Aluminum Dock Ladders provide a safe and convenient access in and out of !he water. The ladders are a uni- welded aluminum cons1rudion. They are fabricated of Marine Grade Aluminum alloy. All steps have a non-skid surface for added safety. The ladders are easy to mount using 4 stainless s1eel bolts. The length of each ladder is based on the distance from the dock or bulkhead to the bottom Sl8p. (Example: 5 step ladder., 5 feel from dock lo last s1ep) ITEM NO. 01.1, 07·72 07·73 --07·74 07-75 07•76 --------------07-77 ------- U.OOERTYPE STANDARO STANDARO STANOARO STANDARD STANDARD LIFT UFC UFC LIFT LIFT sv,,o SWlNG sv,,o 5"',G 5"',G FINGER PIER -STANOARO FINGER PIER -STANDARD FINGER PIER -STANDARD FINGER PIER -STANDARD FINGER PIER · STANDARO FINGER PIER -LIFT FINGER PIER -LIFT FINGER PIER -LIFT FINGER PIER -LIFT FINGER PIER• Ll""7 FLOATING DOCK -LIFT l=LOATINGDOCII.-LI~ FLOATING DOCK -LIFT FLOATINGWCK -LIFT FLOATING DOCK -Ll""7 HENDERSON MARINE SUPPLY, INC. 800-523-1586 www.hendersonmarine.com Specif1CBtiorls subject fo change wilhoul notice. Not responsible forrosl. $TEP# ' ' ' 6 -Available by Special Ort!er 7 -Available bv S • I Order ' ' ' 6 -Available by Speci.11 oroer 7-Avellableb S -'•IOrck!r 3 -Available by Special Orcler 4 -Availeble by Special Or<ler S -Available by Special Order 6 -Aveilable by Special Order 7 -Available bv S-"'al Order a -Available by Special Orcler 4 -Available by Special Orcler S -Available by Special Order 5 -AYBilable by Special Order 7 -Available bv S • I Dr<l!!r 3 -Available by Speeial Orcklr 4 -Available by Speciill oroe, ' 5-Available by Speci•I Order 7 -Available ,,;, S I Or<ler J -Available oy Special Orc!er 4 -Av.all~ble by Sp,,cl~I Or<ll>r S -Available by Special Or<l!!r 5 -AYBilable by Specifll Orc!er T -Ava11;t;,1i bv s~•~1 oroe, Page 07-8 LilSt Updated: 312112003 10:18 AM Liability limtted lo product replacement at the option of Henderson Marine Supply. Inc. Not responsible for any inaccuracies in specifications. ALUMINUM DOCK LADDER 4 SCALE: NTS L4 L1 ASSOCIATED PACIFIC CONSTRUCTORS, INC. REVISION SY OAIT SCALE: NTS L2 Fl ef/5',~~8 1'c !:) .,, Cj ''°< 'to * ' "' ~ -< No. C 50019 EXP . .§,QQL11 Planning and Engineering Services Jim Buoy Life Rings and Racks Thi ROUGHNECK offers t>Olh v•rtlcal ~nd horiumta1 mountlngl 11 & 12 -Ve<1icaol -·-IJ ,,._ @ '"""'"" @ - a)' ";;3-X " ~ JIM SUOY LIFE RING -HARD SHELL 30"5 SERIE5 Designed for erueme rou9h usage. fea!ures an orange. rock hard. cross-linked polye1hy!ene outer shell w~h molded-in rope holes. Will not rot or mildew and is unaffeeted by harsh weather aKtremes and carries a limited 5 year warranty. Complete with black, vinyl coated polypropylene ropa. Model #HS-30 USCG•Approval #160.050/15410 ◄•-•-- Model #HS0-30 SOLAS-Approval #160.0501155/0 and #160.150/1110 Both available in bright, lnternaUonal Orange only. THE ROUGHNECK PREMIUM LIFE RING RACK Commercial Quality -Features heavy-duty. welded stainless steel construction throughout for a lifetime of maintenance-tree use, Available in three standard sizes with pre-drilled holas for stanchion and life line mountin9 (see sketch). as well as cabin wall installations. #1123-20 -20" dia .. ship wt. 4 lbs., 1/carton #1123-24 -24" dia .. ship wt. 10 lbs .. 2/carton #1123-30 -30" dla., ship wt. 14 ll)s., 2/carton #11 23-X -Stainless s!eel U bolts and nuts for stanchion and life line mounting. HENDERSON MARINE SUPPLY, INC. 800-523-1586 www.hendersonmarine.com Page 18-8 LilSt Updated: 3/2412003 10:32 AM Specif1CBtiorls subject ro change wilhoul notice. Not responsible for rusl. Liability limited to produr:t replacement al Iha option of Ha!!dersoo Marina Supply. lt!c. Nol rosoonsib/9 for anv lnaccvracies In sooclfica/i011s. LIFE RING 5 SCALE: NTS L4 L1 2500 Via Cabrillo Marina, Suite 200 San Pedro, CA 90731 Tel: 310 548 3132 Fax: 310 548 1924 OESlGNED BY PT DRAYIN BY JH For Marinas and Waterfront Resorts CHECKEO BY TB Henderson 503H Cleats HENDERSON 503H CLEAT CAST DUCTILE IRON -HOT DIPPED GALVANIZED Dock cleats are the key to safely mooring a vessel to a dock: therefore, the cleat should always be bolted completely through the main structure of the dock. Lag screws are not recommended. Henderson cleats are cast iron and hot dipped galvanized. We strongly recommend that pre-drilling is not done as the dimensions below may vary durlng the casting process. ITEM NO. NAME A B C Holes for Bolt Weight 05-01 05-02 05·03N 05-04N 05-0SN 0~05RN 05-06N 05-072N Diame1cr . s· 1' 1 1/16" #12 Round Countersunk .29 lbs. . 6" 11/8" 1 ¼" ¼" Round Countersunk. .50 HOLLY ,. 1 ¾" 1 ¾" 5116" Garriane or Lan 1.50 MAX 10" 2 1/8" 2 3/8" 3/8" Hex Recessed 2.25 BOB 12" 2 3/8" 3 ¼" 3/8" Hex Recessed 3.25 RUTH 12" 2 3/8-3 ¼" ½" Hex Recessed 3.50 BRODIE 14" 3" 3 518-½" Hex Recessed 6.25 DOUGLAS 18" ,. 4W 5/8" Hex Recessed 14.50 HENDERSON MARINE SUPPLY, INC. 800-523-1586 www.hendersonmarine.com Page 05-1 Last Updated: 712/200310:17 AM Specillc1:111r:ms subjecr ro ch1:111ge without notice. Nol respoos/ble for rust. Liability limited to product replacement at lrle option of Henderson Marine Supply. Inc. Not resoonsible for anv inaccuracies in soecifications. DECK CLEAT DETAIL SCALE: NTS 3 L2 L1 RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, 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. GRAPHIC SCALE -6 0 6 12 ------ AS NOTED 02-18-10 JOe NO. DOCK DETAILS 2298-A L-4 SHEET # ~ "C ? "' a, N N ~ E ~ 0 LL t; Q) ::, CJ" g/ C: :8 l'l -= ii 0 :.: "C C: "' Q) Cl "' C: .2' V) " • z X C • • ' "' I . - 1'-9" 1½" 1½" ~ 1-I 2" TALL LETTERS ' ") ! FONT: ARIAL I MAX. DOCK OCCLRANCY L PERttNS ' ~---COLOR: BLACK ALUMINUM SUBSTRATE COLOR: WHITE MOUNTING TYPE: POLE MOUNT WITH BRACKETS ") '----t GALV. STEEL HEX NUT_ WITH WASHER ~ LOCATION: START OF PIER QTY: 1 MULTI-GRIP RIVET AS MANUFACTORED BY UNISTRUT, MODEL# P9010 1 ½"x 1 ½" TELESTRUT TUBING AS MANUFACTORED BY UNISTRUT, MODEL P9200 MULTI-GRIP RIVET AS MANUFACTORED BY UNISTRUT, .,,__ __ MODEL# P901 l _ POST BASE (TELESTRUT) MANUFACTORED BY UNISTRUT, MODEL# P9010 RECORD DRAWINGS These Record others. While Drawings hove been this information 1s responsible incorporated for its a cc u r a c y, nor plans as prepared based believed to be on information submitted, reliable, City of Newport om1ss1ons which may hove been 1n Beach for errors a result. or into these PROJECT RHINE CHANNEL GUEST DOCK NEWPORT BEACH, CA CONTRACTOR ASSOCIATED PACIFIC CONSTRUCTORS, INC. NO. REVISION port, by 1s not BY DATE No. C 50019 EXP.ffiQLl1 Planning and Engineering Services For Marinas and Waterfront Resorts CI TY OF NEWPORT BEACH 13UJLorNGofPAArMcrn- BU ILDING DEPARTMENT MA1· :. ij 201 3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92658-8!l,1~0F& [J ,----~--,,-----..,,....--"-· -I CAt-1llllEAc1: I CASENO., io ,o -?20 0 REQUEST FOR MODIFICATION TO PROVISIONS FOR STAFF USE ONLY OF Tl"FL!: 13 9F l'IIE NEWPO~UNICIPAL Plan Check# 0'>f2f±· 2010 --GOOf'fl,ubor Col1Wvc/ioN . ~ # of Stories (See Reverse for Basis for Approval) ~C It;\) (F 250) Occupancy Classification ex □ REQUEST FOR. AL TEil.NATE MATE al', Use or Buildinfl~Q.:AL.. # orUnfts - OR METHOD OF CONSTRUCTION Project Status • m.. p;;:,..,;,; D (See Revarsa for Basis for Approval) (Fee $250) Con$truction Type -· D REQUEST FOR EXEMPTION FROM DISABLED Verified by TT ~Jo. of ltf!lms I ACCESS DUE TO PHYSICAL OR LEGAL Fee due ,il -Z51J CONSTRAINT (Fee $6,230) ,, b!ISTRIBUTION: (Ratification by lhe Boil rd of Appeals will be required.) D Owner i Plan Check For above requests, complete Sections 1, 2 & 3 ~ Peti tionec L Inspector El Fire Bl Other H..,, ,,,.,., -LI\~•'> below by printing In ink or typing, °17 JOB ADDRESS (.o IO (_v) L rc>:;, Y~ "vi,_, PETITIONER ADDRESS: SITE ADDRESS: i.z lO (D) I l!icfo :2t;i (~ JJ ~i'i" '-Palilioner 6 !iia,~'ls:l.k.r:: De~tJl fTr,.,f {Jj/ll:l ~"~ "\. =~~,~n~~tach (PtJritlo11erl'Dbs 8tdri tor,mgtn w) \.; Address 2 ti.00. ~Lic.j; Cobvillo marinoJ Sw',/t,,ZO Day1ime Phone ('/'f'/ ) i;,~-;fi 'iQ tt: r..,,_,,,) 1:/Cln P-t dt:o CA Zip ~12l Daytime Phone (31D) ,H'8 -3i~iil, 2 IR~QUEST: Sut>mit plans if necessary to Illustrate r=uest. Additional sheets or data mav be attached. 1. ,I,~. 1--i1 ,.1 1 t:.. •. l .L~ 1n11 .. ,1.i /b--\,1.1 hr...-,'i71\ 11,1,,,,1,; ...... e (c:;'11 ..,,.,i ,,r\ 1. n. L .. \ Jv,, l ....... ....l .1~ :;1.,1;; Oct=' /,1 ... L -~I'-. A,. ... ,• .. ,, .... r:."1> .O C"c\ 3 I-JUSTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS: Harbor Des~,i ~ S..dr'DY"J 2.H.i.A i:G10 I 1,,i::.I ... ,[ II\~ ... ,.. 1 :-!p.11( LJ ,., h_.,.., .l....'T"-D-.,._ ./,.,,,r B 11 _ _,.,nl'i 1'1 I;:,. 'n ,~ 1-:; ,A t'-1, r~ • :i.. =: -::i'G' ()_c_;: ... l ,--,.. ' ' , /\I ~--. .,,,.,.,.._.J....,_L lllu I ~. IIA.,./. (/J,-,_ ... , .... ,,.. ,. -, _J -1 • • .. J •--.. .J-.1.J .......... 1, ,_ .,. ...... / ___ ... . , , ,,-/<ffJ. \ ' u . ' ·1 / Pelltione~✓-J[;r• f Position St,b /DC fvo'"' e p V ..,-1,~1~~,~ Signature CA Professional Lio,# C Soot 'I Date u I / FOR STAFF USE ONLY DEPARTMENT ACTION: In acGordance with: 0 CBC Appendix 104,11 ~ CBC Appendix 104.10 ~ ~ ...... C'.'..(..d (Alternate materials & mslhods) (CBC Modification) /lJ... Concurrence from i11c Fire r1arsACW Is requlrad. J2I Approved Jr] ' By~~,,.,., I -'N isapproved D Written Comments Attached Date 5/.1/10 D Request (DOES) (DOES NOT) lessen any fire protection requJrements. 0 Request [DOES) (DOES NOT) lessen the slructural intag;ty I The Request Is fil. Granted (,J!( k U;i,d ,"fL<l\<.S, • 0 Denied (See revers.e for D Granted (Ratification required) appeaJ information) Conditions of Approval: 0: . ,J_. ·-. ,l I --d ' . --....... -1.t_u;JJ.....1 •• , • __.,.,..J •--..L . I ----rl,.._t.. ' -• / I ' . --.-:;_ .,,.·.7 ! ,_ -n-,,,.,.. . , ..,..... Ii r ,. '\ f -----' ,I • ~ r=.,...._,a ...... I -. ~ , , -. -,.,_ u~--........ , • -~ I • I ~--·-" _,_ -L ... fJU , __ -"""- Signature Prinl Name- >,,, [\ ~-1-• .;;! ..-,,-..,., • Date {a/24/< 0 , PosiUon )'-.. ..-':., ,-n/PN I • ":,-• {) I , . . APPEAL OF DEPARTMENT ACTION TO THE-BUILDING BOARD OF APPEALS (See Re'!erse) (Signature, statement of owner or applicant, statement of reasons for appeal and filing fees are required.} cAsH1ER REcErPr NUMBER: __ _.r~•'u.1 l-_,,,·c)l\-cJ-1-'o"'n"-. _-_!JYJ""'o~till--'#u..--Forms\reqmociif 02/15/10 MOD/FICA TION REQUEST FORM SCALE: NOT TO SCALE 2500 Via Cabrillo Marina, Suite 200 San Pedro, CA 90731 DOCK SIGNAGE AND MODIFICATION REQUEST FORM Tel: 310 548 3132 Fax: 310 548 1924 DESIGNED BY PT DRA'AN BY JH CHECKED BY TB GRAPHIC SCALE -1 0 2 """""iii_...."'iiioiil ........................ ____ ~ 1"=1' SCALE DAlE AS NOTED 02-18-10 JOB NO. 2298-A SHEET L-5 SHEET f 1 o' 15' 20' , , TOPPER INDUSTRIES, SEE PAGES 6016-050 TO 6016-B114 INSTALL NEW 6-16"0 CONCRETE GUIDE PILES (TYP), SEE DETAIL 1 ON SHEET L -2 20' 18' , \ CONCRETE PLATFORM _\ ,---80' ALUMINUM GANGWAY BY f-------;-----'<-----~ • " '\ • GANGWAY TO ROLL ON 4' x 8' ALUMINUM PLATE ATTACHED TO DECKING 20' 1 ROLLER~ AND HINGEPLATE 14' , V 42" HIGH STOP RAIL ·• • \. · • • • •. FOR DETAILS -\J· ~ • • , • ., •• ,,.._.. =;=;=;l=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;j=;=;=;ct;=;=;=;c=;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;j=;=;=;c=;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;j=;=;=;c=;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;=;==;=;=;I=;==;=;=;=;=·=;=;=· ==~ I <I " . ;; '----1" b .6 <I A .• · .. 4 ._..,_ . 4 . " • 4· <I . . • .t:l "" :o : I .... .,, . • " .4 <I • .4 . 4 • ,q· • • • 4 • • .• ~· •• . .4 -~-· j=p. ~-o='===='=='='========'======='==============='===='=='==p .~-r '===='=='='==============='==============='===='=='==='='='===='=='='===,:::;:. ;::;.:;:r========'==============='===='=='==='='='===='=='='========'======='=====,:;~. ;':;:-r ='=='==='='======='='========'======'='===============,=============='===='=='==='='='=====±=-----../ ~" ~· ·~· _·. ~·' :o : :o : :o : :o : ■ I - -r--- CD J -~ ~ ~ I -/ 1,Y j -·, --.-..-..-. .-.-,,..... -.-..-..-. .-LI / .-..-..-. .-..-..-.. .-..-..-. .-..-.,..... --h ----.. r"""'----------'='""='._------'="-"'=---------------"~-------'=""'='.__----"'¥"'---------'='"'='._----~"--'--'---'--'-''P-'-L_L_L'--------"'----------"'""'"'--------------'~--------'=""'='-------'='-"='------------'=-..,.,J - 1> , 7'-6" 7'-6" 7'-6" , , , RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, 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. 7'-6" 7'-6" , NO REVISION DESCRIPTION BY DATE Note: This document contains proprietary information of >---· +--------------------+-----+----, Atlantic-Meeco, Inc. Its receipt or possession does not convey any rights to reproduce, disclose its contents, or e--------t--------------------j------j----------j to manufacture, use, or sell anything it may describe. f-------t--------------------j------j----------j Reproduction, disclosure, or use, without specific written f-------t--------------------j------j----------j authorization is strictly forbidden. 7'-6" 7' -6" 7' -6" 7' -6" 7'-6" 7'-6" • , , • , , 1 oo' DECKING 14" HENDERSON 503H CLEAT MODEL NO. 05-06N OR EQUALLY APPROVED, DETAIL 3 ON SHEET L -4 (TYP.) PLAN VIEW Atlantic 8 Meeco THE MARINA COMPANY 1501 E. ELECTRIC AVE. Phone: (918) 423-6833 McALESTER, OKLAHOMA, USA 74501 Fax: (918) 423-3215 DRAWN BY: J.D.W. FILE NAME: 7595-1. CHECKED BY: JOB# PLAN# 7595 SCALE: 1./8" = 1.'-0" DATE: 01/22/10 SHEET F-1. 7'-6" 7'-6" 1 , CORNER BUMPER UNIVERSAL 1 O" CORNER DOCK BUMPER NO. 03-06A, COLOR WHITE OR EQUALLY APPROVED • SEE DETAIL 2 , SHEET L -4 ~ NOTES: 1. 7.5" GLU-LAM TIMBER, ATLANTIC SYSTEM BEAM. 2. TRANSVERSE 2" X 6" COMPOSITE DECKING. BY MOISTURE SHIELD COMPOSITE DECKING, COLOR GREY. DECK SHALL BE SPACED 1 /8" APART 3. PERMACASE POLYETHYLENE FLOAT w/ POLYSTYRENE FLOTATION MOLDED INSIDE. (NOMINAL 1 /8" WALL) 4. PILE ANCHORAGE -PILE BY OTHERS, BRACKETS BY ATLANTIC-MEECO INC. 5. DECK FLOTATION LIVELOAD -35 P.S.F. 6. DEAD LOAD FREEBOARD: 18"-19" RHINE WHARF NEWPORT HARBOR, CA 15' 20' 20' 18' •.. • • . .., " . • • • •. 4 ._..,_ . 4 . • . • . . •. ·4 4 <I . .Q • 4 ,(J. ~- • . .,· . • ~~~======='=='='=========='==='=='='===='======'==='==='====p!:;:;:r============='=='=========='=='==='=='='=========='==='=='='===='======'==='==j:;:;:;;~=='======'===='=='==='=='=========='=='==='=='='=========='==='=='='=========,;~o=='=========='==='===='=========='========'=='==='=='======== • • • :o : :o : :o : :o : . . , 3 3 3 3 3 3 3 3 3 3 3 ,. ,. ,. ,. ,. . . . . . . . 50' , • RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newpart Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 3 ,. . NO REVISION DESCRIPTION BY DATE Note: This document contains proprietary information of 3 ,. . 3 3 3 1 3 3 3 ,. ,. . , . . . . . . ~ ·1 100' FLOAT PLAN ~ THERE ARE 66 3x4x12 FLOATS TOTAL ffi THERE ARE 6 3x4x16 FLOATS TOTAL -THERE ARE 6 3x4x20 FLOATS TOTAL 3 3 3 3 3 3 3 3 , . ,. . , . . . . . . 50' DRAWN BY: W.B.H. FILE NAME: 7595-1-SD2 3 , . >---·-+---------------------+----+--------, Atlantic-Meeco, Inc. Its receipt or possession does not convey any rights to reproduce, disclose its contents, or c-------t-------------------------t----t-------j to manufacture, use, or sell anything it may describe. Atlantic 8 Meeco CHECKED BY: JOB# PLAN# 7595 THE MARINA COMPANY f-------j-------------------------t----t-------j Reproduction, disclosure, or use, without specific written f-------j-------------------------t----t-------1 authorization is strictly forbidden. 1501 E. ELECTRIC AVE. Phone: (918) 423-6833 McALESTER, OKLAHOMA, USA 74501 Fax: (918) 423-3215 SCALE: 1./8" = 1.'-0" DATE: 01/22/10 SHEET F-2 . 14' -CXJ _,.,__ l.O -CD 3 3 3 3 3 ,. ,. ,. . . I, , . , RHINE WHARF NEWPORT HARBOR, CA 15' 20' .,, " . ' . 4 ._..,_ . 4 . • • , <J4 . , A -.., 701 700 "" ,.. -0-J -.., = ,.. = "" = "" = ,.. 3 1 /2" x 7 1 /2" GLU-LAM WALERS 3 1/8" X 4 1/2" LONGITUDINAL DECK SUPPORTS LAGGED TO TRANSVERSE BEAMS RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. NO REVISION DESCRIPTION BY DATE Note: This document contains proprietary information of >----·-+---------------------+-------,--_____, Atlantic-Meeco, Inc. Its receipt or possession does not convey any rights to reproduce, disclose its contents, or e-------t----------------------j-------j--------j to manufacture, use, or sell anything it may describe. f-----+----------------------j-------j--------j Reproduction, disclosure, or use, without specific written f-----+----------------------j-------j--------j authorization is strictly forbidden. 20' . . . "' ,.. 700 >' 701 - - - - - - -- = 709 I ,., . = ,.. F 701 3" x 4 1 /2" TRANSVERSE w/ 709 CLIP AT EACH END - I, , FRAMING PLAN Atlantic 8 Meeco DRAWN BY: W.B.H. CHECKED BY: THE MARINA COMPANY 18' ,.. ,.. .. \_ 50' I, , -.., F ,.. 700 700 F ,.. F ,.. 2" x 6" BOTTOM SKIN NAILER AT PLY WOOD JOINTS FILE NAME: 7595-1-SDi JOB# PLAN# 7595 20' I, 14' , 701 -CXJ F 701 ... f-_,.,__ l.O "' -CD F 701 ... f- I, , 1501 E. ELECTRIC AVE. Phone: (918) 423-6833 McALESTER, OKLAHOMA, USA 74501 Fax: (918) 423-3215 SCALE: 1./8" = 1.'-0" DATE: 01/22/10 SHEET F-3 RHINE WHARF NEWPORT HARBOR, CA , , 8' 5/8" DIA. X 7 1 /2" CARRIAGE BOLTS ' , ' 5/8" X 4 1 /2" PED LONGITUDINALS LAGGED TO CARRIAGE BOLT \ TRA~SVERSES WITH 3/8" x 8" LAG ~ ~ C / WI ~ OMPOSITE DECKING ATTACHED TH #12 x 2 1 /2" SS SCREWS NUTS & FLAT WASHERS, SHIP LOOSE ( 32 BOLTS, 32 NUTS WASHERS REQ'D PER CONNE & 24 CTION ) 1 /2" FLAT NUTS DIA X 7 1 /2" HEX. HD. BOLTS, NUTS & WASHERS, SHIPPED LOOSE ( 8 BOLTS, 8 & 8 WASHERS FOR 8' WIDE STRUCTURE ) ' .?"'-C .?"'-.?"'-.?"'- >< ,. 709 co >< >< >< >< ....,.,,. ....,.,,. ....,.,,. . >< .. ®@ C 3,, X 4 1 /2" TRANSVERSE >< f'-'J / / / ,, / ,, ,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, \_ ALL CLIPS AR[ I/ 4" I IOT -ROLLCD ST[[L ~ 1 /2" x 4 1 /2" HH BOLT BAR ASTM A36 BENT ACROSS GRAIN HOT DIPPED GALV. AFTER FABRICATION PERMACASE FLOAT \. 8' MAINWALK SECTION RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. 0 0 6" STRAP w/ 11/16\ZJ HOLES FOR MOUNTING 0 0 / ROLLER BRACKET 3" X 3" X 3/16" TYP. ANGLE SIZE Pl LE BRACKET NO REVISION DESCRIPTION BY DATE Note: This document contains proprietary information of >----+. -------------------+-----+-------, Atlantic-Meeco, Inc. Its receipt or possession does not convey any rights to reproduce, disclose its contents, or e------j-------------------t---t--------j to manufacture, use, or sell anything it may describe. f------j-------------------t---t--------i Reproduction, disclosure, or use, without specific written f------j-------------------t---t--------i authorization is strictly forbidden. \ .?"'- ~ >< 709 ....,.,,. @@ .. >< >< / / / / / / / ..__ :0,.. ) ~ 2"x 12" SYP. SIDEWOOD 3/ 4" BOTTOM SKIN GLUED WITH TWO PART EPOXY AND NAILED WITH 2" SS NAILS TO LONGITUDINAL AND TRANSVERSES 3 1/8" 3 1/8" 3 1 /8" X 7 1 /2" GLULAM SPLICE BLOCKS GLUED & BOLTED, SHIPPED LOOSE ( 2 REQ'D PER CONNECTION ) I V ' ' I I ' ~ / / ' ~ GLULAM WOOD TRANSVERSES SHIPPED ATTACHED TO THE STRUCTURE ~ GLULAM WOOD CENTER JOISTS ,,,/ (3" X 4 1 /2") -, - i~/ V BOLTS, NUTS & CLIPS, SHIPPED LOOSE ( 4 REQ'D PER CONNECTION ) I ' 3 1/8" X 7 1/2" GLULAM WALERS SPLICE CONNECTION GLU-LAM BEAMS 14" HENDERSON 5O3H CLEAT MODEL NO. O5-O6N OR EQUALLY APPROVED, DETAIL 3 ON SHEET L -4 HERDERSON 'H' SERIES DOCK BUMPER MODEL NO. O3-H39OA, COLOR WHITE OR EQUALLY APPROVED ON CLEAT SIDE ONLY 2"x 12" SYP. SIDEWOOD I I I I I I SIDE VIEW 2 1/2" X 3 1/2" X 1/4" ANGLE TYPICAL DECK CLEAT MOUNT Atlantic 8 Meeco DRAWN BY: J.D.W. CHECKED BY: THE MARINA COMPANY 1501 E. ELECTRIC AVE. Phone: (918) 423-6833 McALESTER, OKLAHOMA, USA 74501 Fax: (918) 423-3215 SCALE: N.T.S. FILE NAME: 7595-2 JOB# PLAN # 7 595 DATE: 01/22/10 SHEET F-4 RHINE WHARF NEWPORT HARBOR, CA 0 -al i T.O. PLATFORM TO MATCH EXIST. BOARDWALK ELEV. \_ BULKHEAD El.EV. +9.0 CONCRETE PLATFORM _... CONCRETE PILES -----1 EXISTING BOARDWALK:::::::::--,,,_ _JL__ EXISTING BULKHEAD WALL NOTE: 4 •• 304 S.S. PIPE SCH 10---~ GANGWAY--------' 316 S.S. UNISTRUT P1000, HANGERS & 4•• BOLTS O 6' -o• O.C. GOODYEAR, PETROLEUM AJRCRAFT FUELING, WINGCRAFT HOSE, 300psi PRESSURE RATING. WEIGHT OF 4" SCH 10 PIPE FULL OF WATER = 23.28 LBS./FT. TOTAL WEIGHT PER ATTACHMENT POINT = 140 LBS. SECTION N.T.S. 3/f[x! LAG SCREW;;:,--.....__ (2 AT EACHGA-=~--- 4 •• 304 S.S. PIPE SCH 10 316 S.S. UNISTRUT P1000, HANGERS & BOLTS:_:.:;~==---' , 2 1/2"f GOODYEAR, PETROLEUM AIRCRAFT FUELING, WINGCRAFT HOSE, 300psi PRESSURE RATING.-~ FIRE HOSE CABINET T.O. DOCK 42" HIGH STOP RAJL DOCK SYSTEM FIRE HOSE CABINET POTTER-ROEMER FIG. 1991 10# ABC FlRE EXTINGUISHER 5/B'"II THRU BOLTS, lYP. CD l;:j ~ FIREHOSE CABINET 31 1/2" 26" 1 1 /2" BRASS ANG!£ VILVE POTIER-ROEMER FIG. 4070 1 1/2"f,100' LONG HOSE W/ NOZZI£ 2 1 /2" MAI£ HOSE VILVE POTTER-ROEMER FIG. 4315 2 1/r COPPER "TYP K" RISER T.O. DOCK FRONT VIEW FIRE HOSE CABINET DETAIL N.T.S. •)l'f'"""K l. 1..J,~ 4" WILKINS J50DA ~ LOCK ANO CHAIN VALVES IN OPEN POSITION 1/0S&Y FLANGED 0.1. SPOOL PIECE (CLASS 52) a· -- SIDE VIEW ALLOWABLE LOAD PER UNISTRUT P1000 CUTSHEET = 1690 LBS. PULLOUT STRENGTH OF 3/f!'x-s' LAG SCREW IN D.F. = 939 LBS PER SCREW ALLOWABLE LOAD PER UNISTRUT P3249 CUTSHEET = 500 LBS. EB FLANGED x W ELBOW WITH RESTRAINED JOINT FLANGED x W ELBOW WlTH RESTRAINED JOINT 4" CLASS 52 0.1. PIPE ---- 4" CLASS 52 D.I. PIPE LALL UNDERGROUND PIPE JOINTS SHALL BE RE~ RETAINER GLAND KITS IN LIEU OF THRUST BLOCKS BACKFLOW PREVENTER ~----------------------------·------~------~~------ HOT TAP EXISTING CITY WATER MAIN . ' PER CITY STANDARDS DRAWING STD-507-L 4" GATE VALVE WI STREET COVER PER ES C(TY STANDARD DRAWING STD-511-L ~• CITY WATER MAIN i'' •• , ~ ••••·•W-•••• t ''" ... ••·\':,-, W ''' W•·· --·"/<•·•·••·•·~•---••• ,i --·•••W---•'1 •-•• N••••••• .. ···"""'•·••·••·'•> ·-·••·"'•-••--W-·•••W-••• W••••• -' ••--'I,···•-•~ •••·//•• •W ·· "•'·•-•·•··,1 ••. _. "---,:•-••••\'/-••• •« ··•····~ -•••·W , .. ••~·•••-•W-·····W•-I< •••-W•••-W•••-·•"--•W•-••••W·-·••W•· --,i•-••• ••••--W-W••••••W••••••• W ••-•W••--•••W ••••W .. • ·W-•••W-••• ' .... ,,., .,,, V 4"CLASS 52 D.I. PIPE NOTE: 13' LONG(3' MIN. BURY) ALL UNDERGROUND PIPE JOINTS SHALL BE RESTRAINED BY RETAINER GLAND KITS IN LIEU OF THRUST BLOCKS ' : ~ ~~PIPE BOLLARDS FOC (FIRE DEPT .. ~·,; PER CITY STD. ) ; ··.' 4" WILKINS 350DA CONNECTION \ ! ~ , , (2'-0" ABOVE GRADE) gJ ••• h ! tt:; :0 '4' ~--~ / EXIST. BOARD WALK /EXIST. C&G ~EXIST. BULKHEAD ) CORE DRILL SHEET PILE ,. c_~---~--..:c t 3 ,,"'-{EXIST. CONC. Pl!£ WALL AND SEIL AROUND = I PIPE (LINK SEAL OR EQUAL) 4"CLASS 52 D.I. PIPE_...---y-~--t----------~-----f------------------__J I ~ EXIST. DOLPHIN TIMBER PILING -· .... ••"" ., .. -.......... ··-··-· .. ···". ······-·-., ••• .il-n 0 EXISTING BOARDWALK _o_ 0 . 1 O' LONG(3' MIN. BURY) _o 4"SCH O S.S. 6' LO G 0 CLEAR WIDTH 'i !" ' '•I PIPE 4•, SS PIPE7 n 20' ----·----------·--·~---····--·· --·······---·------·-·-.•..• ------, ........ --•• -· -.• -· ···-·-· ·-·----•• -·-----'" --·-.. --·-····-···---... --.. ··-· ---·-·----. --···-·-"" ---··--·-.. -'-·-----·--··-· ----..... -·-· --·------ (, NO RUB STRIP ON THE BACK SIDE OF DOCK -----" EXISTING n n _ n \", n BOARDWALK A PLAN SCALE: 1• = 10' ,.---TRANSmON PLATE o_ 0 0 I lO~ ., _[]__ _o 0 0 RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. I Goodyea~E==------.J WMi#- Wingcraft"' APPllCATION: Fo 1.,.,;ogo,<l<Sc,0log oo,-:,,r,e-tClaiand ,,...,.!l~oll." ,..--jot'"""""""" n;gr,e, aromalio •~•'Ion go-. 11s nlgl, '""~og p,en<n pem-ilS ,,. In fuel ,., ")"dront t¥V.o•. HOs>o .,_ AP1 a..teln 1529--6ta Oditco, 2005 Ond N.F .P.A. Butlaln 11407 <2007 ,.,,.~col, CONSTil:VCTION; COVER: Blaek Wll'Q)flrl<I~ (Cfl:S) state <liSS'!)olog.'51atic ooncluOl;e oynlt\Olo ruDl>er R£1NFORClaf.E~ S:,lral-plied '""'°'o fOl>rie l"EMPEAA"TU'IE, ·35"F Lo 200"F 1-.'IT'C "llJ"CJ PACKAGNG: c.,, lenijlh1, ~lod ond Poi1"<•,i,o<l BRA!>ai\13: Co<"!inllOOS t,rand "Goo<fyw•·• Wl"9Cfalt Alro,ott Fuellog NFPA407, APi!IP 152912::()5 T)-pa C, G"ode 2, 2", 2000 Kp,, (;(l(l psi) M•.ll.WP: (;(U>LINGS; Coniaci fiOing rnar<Jl..::\nr !Or p,Cl)or ldog ,~ationar<l coupling pracodLJrOO, /\0<-STOCKISIZES; Cuotcm ...-,.t-.,, Ond !i~"ll co.-17;..-lfi>oo --· ORJER COOES: 5'13-738 " NOM.OD MAX.WP WEIGHT '" mm. '" mm. pol, Mpo. lb./tl. kg./n,. 25.4 '·" 40.1 ,,. 2.07 0.63 0.94 1 114 31.B 1.89 48.D "' 2.07 ,.u ,.2s 1112 38.1 2.13 "' "' 2.07 0.96 ,.~ ' "·' 2.72 69.1 "' 2.07 1.43 2.13 2 1/2 63.5 3.22 BU "' 2.07 1.72 '" 76.2 J.70 '" "' 2.07 2.02 3.o, • 101.6 4.80 121.9 "' 2.07 2.89 4.30 lhO GOOO\'£AA ,_, -F,~ °""""'i ,.,_,.., o _ _, t,y Vo,>'oo "oct,noo,;,, nc, """"' .,_,,,. ,.,,, ""' "°"''""' Tl·o • Roo"°' Corro>n,, =-.._.., ~-~• ~-M.,,..,e,., .. ""' '°·-•""--• o,V.,ooeolOOMOl<OH, <>e,o, "'"'""'K, CJTY Of NEWPORT BEACH liJIUl'IBS DEl"AR'l'MEJH nR£ HYDRANT now TI:S'T DAl'I!.: Ol'%':9lO TIMt, JOOC/#:) WEATIID.. i;l,tM 1ltLO ODSERY.UIONSAND FLOW J>AT-4- 1lliEU, Q :Slim oe&ll\Vt;O ~IH Gl'X; 111n$0UJUIT ~-ll".i 111Plti p II THa m(>t"G,<V<nl. ~ ~ J':11:: a.N!J <: lln& "-Oll"1Q.$«1lf'l'lot!NT(C • 1.[ll'Oll.f'LO"ll llJBJ!;(; ,...._.., C • U !'Ca. l.lfl'l" rt.OW.IJl.\t>illGil. ~Cll'M 0::l"CJIM.Oft t,\I.O TIii! UIXl-1'011.1, ClveN 1".ut ~l!-""1'C:...N He Df11'11J.J,W.;$D ruJ>f"UI! ~ EQUATIONUSl:<O lWP. tl<ffllJ..( Jto\TI.!:l t:a.'m& 1'I.UII. -at '-"<;) nil! :u!.lll)IJ&J D"r.'"--"lt) ..-,tl!Jtl'Ktl:51:s,e r,,-~J" o, .. Q,lf',-r, Wilt&?. Q {JT.,1'1COl'.l&!ID!.IA.:.) 13'!11EPI.O\tl!!-1 cr:4.,1:•,v , (JT1.11CO~>.UiD~"1.l!Srnll l'GSSUUr,il'SI. ~-OTll,1, !Ol'lllnl<OPU~1UITT m,. \"AUl>Tli§tl THEORETICAL FLOW THROUGH CIRCULAR ORFlCE Q=29.B4cd' IP C = 1.00 d = 1.5" P = 100 PSI Q= 671 GPM NOTE: THE ABOVE INFORMATION WAS TAKEN FROM THE • FIRE PROTECTION HANDBOOK' 18th EDmON GENERAL NOTES SCOPE OF WORK IS TO PROVIDE A CLASS Ill STANDPIPE TO GUEST DOCK. POIN1 OF CONNECTION TO BE AT CITE WATER MAJN. DESIGN CRITERk\ -Design Flow• 100 GPM AT 65 PSI, 1 1/2" HOSE VALVE 250 GPM AT 100 PSI, 2 1/2" HOSE VALVE -Design Pressure= 150 PSI FURNISHED BY PUMPER TRUCK AT F.D.C. ALL DESIGN, FABRICATION AND INSTALLATION PER NFPA #14 AND NFPA #24. ALL VALVES CONTROLLING WATER FLOW SHALL HAVE A SIGN AFFIXED INDICATING ITS FUNCTION. UNDER DOCK PIPING SHILL BE SCHEDUI£ 10S 304 S1.<JNLESS STEEL WITH ROLL GROOVED ENDS RISER TO HOSE CABINET SHILL BE 2 1/2" COPPER TUBE ANO FITTNGS. ALL GROOVED COUPLINGS SHALL BE "RIGID" TYPE GILVANIZED WITH 316 STNNl£SS S1EEL BOLTS, UNl£SS OTHERWISE NOTED ALL DE\1CES AND COMPONENTS TO BE EITHER LISTED BY A NATIONILLY RECOGNIZED TESTING LABORATORY FOR FIRE PROTECTION SERVICE OR APPROVED BY THE AUTHORl1Y HAVING JURISDICTION. A HYDROSTATIC TES1 SHILL BE PERFORMED FOR ALL SYSTEM PIPING AT NOT 1£SS THEN 200 PSI FOR TWO HOURS, OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS, ANO WITNESSED BY A LOCAL FlRE INSPECTOR. RHINE CHANNEL GUEST DOCK NEWPORT BEACH, CALIFORNIA STANDPIPE PLAN ACT FIRST FIRE PROTECTION, INC. 1325 N. RED GUM, SUITE 14 ANAHEIM, CA 92806 ProfeNlonal rtre ProtectloD. Senloea, s,.tem De8lp. and Iutallatlon 14 e.»--4&31 STATE C-16 UC 830883 NORTH@) """""" M; NOm> """' "' FU NA1ER 91107 ........ o,.tE JANUARY 6, 2010 DRA'MNG NO. FH-1 PLATFORM & PLATFORM RAIL DWG A100 4'x80' GANGWAY DWG B100 RAIL STOP DWG B120 BOARDWALK 12: 1 3' -6" __EE:_l,ILE~V'.__. 1:( +t:_§91'_::' -~7_J") _ _j§~§:::::::;~~~~~;;;;;;;;;::~~~;;;;;;;;;::~;;;;;;;;;::~~~;;;;;;;;;::~;;;;;;;;;::~~~;;;;;;;;;::~;;;;;;;;;::~~:;:;;;;;;;;;;;;;;;::~;;;;;;;;;::~~:;;;;;;;;;;;;;;;;:::;1;;l;;;:;;;;;;;;;::=~;;;;;;;;;::;;;;;;;;;::;;;:;;;;;;;;;;;;;:::::;;;!;~;;;;;;;;;::r~;;;;:;;;:;~1=~L=====11_------n _1 PLATFORM & BOARDWALK ELEV. (+9'-7") M.L.L.W (0.0') LOWEST TIDE (2.5') PLATFORM RAIL DWG A100 M.L.L.W (0.0') RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. 4'x80' GANGWAY DWG B100 HIGHEST TIDE +7'-6" LOWEST TIDE (2.5') 2'-0" FREEBOARD 12:1 RAIL STOP DWG B120 Ll 3'-6" ~-----==~~---_tj___~ _l 2'-0" FREEBOARD 111½JD® IIDM\WDll!l@l □® IPIF,l@IP!lllF,li/\7 @le 11@1PIP!lllF,l Dll!llIDM@111F,l□lll®, DOO©c &ll!llID □® ll!l@11 11@ lfilll!: ©@IP□ll!:IIDc z 0 F (l_ 5" (.) w rn w rn 0 <( w z ...J w 0 ll:: i7i ...J ~ <( ll:: F ~ "' I (.) "' I (.) ll:: >-...J (Il 0 .:::::.. w ... !;;: '-. 0 0 ci z 0 ~ ,!; ...J ::I w c) cli :e m ~ w ~ rn >-o ll::ll:: ow . <( t;; zzO...U -en z ~5 w - Iz 5~~(/) >--:r: 0: I-!:!:! ~ffic., ~~~~ <(o._Z ~ O O:::::, 0 (l_ 3' Z Xo ~8~ QI-Wz oz -<( LL 0 wW o rn za:::C/lo:::: rn -QU~~ ~~~ 1-:W0::'.0... <x:a::::::::,o rn w z ::, (l_ >-Wo._-o::w ~~8 0 I >->-LLl-zCD ll::(l._0 ~LL <(0 ""t;; w ::, 0 0o:::W er c5 g ~~~~ o._ en -tno ~ Oww ~ I-w I-ll:: Ill:: <(:::::>C/l::, (l._ >-<( O O :::::> <{ ~ "'"' ON O<D 0"1 I N "' "' I ~ 0 0"' co ... "' ~9 ~~ N r--,~ r--I co 0 "' "' I "1 Ox ~i ~~ ... 0 ~ "' co "' ~ "' • .,-,□ ... z N ::, 0 X ll:: ~ 0 '-" (Il w • ...J 0 ~ . <( (l._ (Il I u <( w m f-0::: 0 Q_ uU 5 -Z w LL -z u <( (/) I Q_ 0::: LL 0 0::: (/) 0 f-<( z WU I 0 f-::::J 5 ~O::: f-u f-~ 0 (/) w z w (/) z <( _J (/) 0 I w <( u 0::: u 6016-050 TOP RAIL~ ~-L 2"J MID PAI 2·-11" POST BOTTOM RAIL SECTION F-F TYPICAL CALL OUT 8'-6" -------8' -6" -------- f--3" --------8' -3" --------,- /-6~" 7 r 3' -6~" 7 RAIL A1 -A1 CONNECTED TO RAIL B1 -B1 w/txsr' ss BOLT,WASHERS,NUT POST ELEVATION A 1 -A 1 TYPICAL WELDMENT DWG B110 ,__ _____ 8' -0" --------,- , _______ 7' -1 o" 1 3• -8" 3• -8" IE==;~~::===i 3'-6" RAIL A1-A1 CONNECTED TO RAIL B1 -B1 W/r'x5r' SS BOLT,WASHERS,NUT DIAGONAL 3'-51" 4 POST LENGTH L ~----~ .. ~~~k-_j_ EL EV AT ION B 1 - B 1 TYPICAL WELDMENT DWG B110 3X10 EXISTING LUMBER BOARDWALK 2x2x0.250 HSS ALUM TUBE CORNER POST FOOT PAD 'A' FOOT PAD 'F' 8'-o" 2x2x0.250 HSS ALUM TUBE POST FOOT PAD 'C' FOOT PAD 'B' -------4' -o" ____ ____,_,__ ______ 3 • -6" -------,- 2x2x0.250 HSS ALUM TUBE POST RAIL ANCHORING r DIA.x3f" MIN EMBEDMENT SS KWIK BOLT TZ EXPANSION ANCHOR FOOT PAD 'G' FOOT PAD 'F' 2x2x0.250 HSS ALUM TUBE POST FOOT PAD 2x2x0.250 HSS ALUM TUBE POST 2x2x0.250 HSS ALUM TUBE POST 2x2x0.250 HSS ALUM TUBE POST FOOT PAD 'F' ---------------8' -3" --------------- ---------------8' -6" ---------------- A 1 L CONTRACTOR TO VERIFY CONCRETE PLATFORM DIMENSION PLAN CAP RAIL 2x2x0.250 HSS ALUM TUBE CORNER POST FOOT PAD 'D' TOP RAIL POST 3~" 3'-6" CAP RAIL 3x2x0.125 HSS MID RAIL ALUM TUBE POST SHORE MOUNT DWG B200 A1 COMPONENTS TOP RAIL BOTTOM RAIL POSTS CAP RAIL GATE POST MID RAILS BOTTOM RAIL SECTION G-G ( CLEAR ANODIZED FINISH CLASS 2x2x0.125 HSS ALUM TUBE 2x2x0.125 HSS ALUM TUBE 2x2x0.250 HSS ALUM TUBE 3x2x0.125 HSS ALUM TUBE 2x2x0.250 HSS ALUM TUBE r' SCH 40 ALUM PIPE FOOT PAD DETAIL A,B,C,D,E,F DWG A110 u[}(]□@ @00&\llY/O[j,!]@ □@ IPOO@IP!llOOu\:7 @I? u@IP!Pll':00 01/il@M®uOODll':®0 01/il©" f.i:11/illID D® 1/il@u u@ IIDl'l ©@~Dill@" RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. r-8-0~ I 3 -s ---r , -0 1 1-, G, ----s· -3i" -----2· -6l" r r tx3" (316 STAINLESS STEEL) x 5' -6" PLATE FASTENED W COUNTER- SUNK S.S. FH SCREWS 3X10 EXISTING LUMBER BOARDWALK 7 3'-6" ~~:E===~ _l GATE DOOR DETAIL SEE DWG A105 3Z" 8 4'-8"-~- OVERALL GANGWAY WIDTH EL EV AT ION D 1 - D 1 RAIL A1-A1 CONNECTED TO RAIL B1 -B1 W/r'x5r' ss BOLT,WASHERS,NUT CONCRETE ELEVATION C 1 -C 1 TYPICAL WELDMENT DWG B110 TYPICAL WELDMENT DWG B110 1) w N in 0:: 0 0 0 0 0 w w rn rn ~ ~ 0:: 0:: 0:: 0:: 0:: ...J ...J ...J 0 0 0 '--'-'--... r--N N ... '--'--~ (X) "' N ~ 0 0 ~ ,!; ...J ::I w c) cli :e m ~ w ~ rn >-o o::o:: ow . <( t;; zzO...U -en z ~5 w - Iz 5~~(/) >--:r: 0: I-!:!:! ~ffic., ~~~~ <( (l._ z ~ O O => 0 (l._ 3' Z Xo ~8~ QI-Wz oz -<( LL 0 wW o rn za:::C/lo:::: rn -QU~~ ~~~ 1-:wo::::o... <x:o::::::::,o rn w z ::, (l._ >-Wo._-o::w ~~8 0 I >->-LLl-:zCD o::O..o ~LL<( 0 <(t;; w ::, 0 0o::::W er 5g ~~~~ o._ en -tno ~ Oww ~l-:W1-: 0:::,:0:: <(::::JC/l::::, (l._ >-<( O O ::::> <( ~ "'"' ON O<D 0"1 I N "' "' I ~ 0 0"' co ... "' ~9 N r--~~ ~i ~ ~ :r:: u <t: w OJ f-0::'. 0 Q_ u u 3:: ~~~ u " _J <t: C/l I <{ Q_O::'.LL D::'. o2 D::'. 2 ~ §s i O::'. ~ O::'. > 2 u f-w f-oC/l z :'.5 ~ 6 :r:: Q_ <t:U O::'. ,~ r--I co 0 "'"' I "1 Ox ~~ ... 0 "' (X) "' ~ "' • .,-,□ ... z N ::, 0 X 0:: 0"' (Il w • ...J 0 ~ • <( 0.. (Il 6016-A 100 z 0 e= (l._ 5" (.) rn w 0 z 0 in ~ 0:: "' I (.) "' I (.) >-(Il w !;;: 0 ci z WATER SIDE ----------3' -6" --------------------- A 0 CONCRETE PLATFORM BY CONTRACTOR 4'-o" GATE OPENING t I l_o -o-o ___________,,- l___: GATE VIEW 4'-0" GATE OPENING A ~~ 2x0.250 SQUARE WATER SIDE TAP TO MATCH FASTENERS USED, MATCH HINGE HOLE PATTERN. POSITION HOLES SO THAT SIDE OF DOOR IS FLUSH WITH SIDE OF FRAME. BOLTON HYDROLIC DOOR CLOSER HINGE WITH OUT STOPPER SS MATERIAL HINGE MOUNTING DETAILS RECORD DRAWINGS '\fl:'ilD@ IIDrnl&\VRllDllil@l □@ !Prnl@!PlllrnlW @CS '\f@IP!Pll!OO Dllilll>llill@'\fOODlll@, Dllil©o &llilll>l □@ llil@'\f '\f@ OO!ll ©@IP□lllll>lo NOTES ON SELF-CLOSING GATE HINGE AND SELF LATCHING GATE 1. LATCH CAN BE HAND OPERATED WITH SINGLE EFFORT 2. GATE CLOSER HINGE NOT TO EXCEED FIVE POUND OF EFFORT These Record Drawings have been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. GATE LATCH MOUNTING BOX __________ 3' -111t--------- 3~" [TYP 3" . ". •,i ,i•. " 4 . . DWG 6016-A106 " .. • 4 LI .. 2x2x0.250 HSS TUBE .. " . . " .. "· .. LI <! " 4LI .. " 4 3,, 8 GATE TOP & BOTTOM RAIL, POST,DIAGONAL 2x2x0.125 HSS TUBE " . " LI . LI LI• ELEVATION . LI "' A-A LI . . •-<l ". j· 4 "_· • 4 LI• 1, CONCRETE PLATFORM BY CONTRACTOR 3" 2x2x0.250 HSS TUBE MOUNTING DETAILS HINGE 3'-6" MIDRAIL END CAP NYLON PLUG (NATURAL COLOR) (TYPICAL) WATER SIDE GATE 2·-10" 1 10" 101t KICK PLATE ¾'°x10"x3'-11(6" DIAMOND PLATE BOTH SIDES z 0 F w a. N Q'. vi u Cf) w w [}:'. Cf) 0 0 « 0 w z _J 0 w 0 0 0 [}:'. vi w w _J ~ Cf) Cf) « > ~ F [}:'. w z [}:'. [}:'. "' I u "' I u [}:'. Ile'. Ile'. >-_J _J _J m 0 0 D '-'-'-w st r--!;;: N N st '-,. '-,. '-,. 0 00 "' N D 0 z u ~ ~ _J :::f w c) ui ~m~ w'=' (f)f-U [l:'.O:'. ow . « tr, zzO...O f-::, w RC/)~ « 0 f5~~(/) Iz f--I« W ~ f5 ('.) o._ f--~~~~ « o._ z ~ u u ::J 0 a. 3: Z Xo 0 f:2 c2 QI-Wz ~LL 0 uz -wW o(f) zO:::(l)o:::: Cf) -QO~~ i'§~~ I-w 0:::: a.. -0:'. <( et::: ::J 0 Cflwz :,c o._ f-Wa_ -O:'.W ~~8 0 :r: >->-LL I-z ffi [}:'. a. 0 ~ LL <i 0 ~~3 0 0o:::W -au ~ ~ f2 ~ 8: (/) ~ - 0 Oww ~~8~ O:'.:,:[l:'. <( ::J (/) ::J a. f-« O O ::J <( ~ "'"' UN O<D orri I N "' "' I ~ D 0"' 00 st "' ~9 ~~ N r--,~ r--I 00 D <O <O Irr, Ox @J; ~~ ... 0 @) CD ro "' ~ "' -"'0 ..,z N::, 0 X C>'. ~ 0 '-' m w • _J 0 ~ . « a. (D 6016-A105 SHORE SIDE MOUNT STRIKE PLATE TO OUTSIDE OF WING FRAME ¢1" TAP TO MATCH FASTENER USED, (2) HOLES 1/4 0 D 0 GATE WING, 2" SQ TUBE TAP TO MATCH FASTENER USED, (2) HOLES 5" 16 TAP TO MATCH FASTENER USED, (2) HOLES 1" 211" ~ 16 2_1_" 16 DOOR JAM DETAILS 6" 3" ¢ft," THRU BOTH WALLS f THK ALUM INTERNAL END CAP DOOR LATCH DETAILS WATER SIDE ¢ft," THRU BOTH WALLS ¢2t THRU BOTH WALLS 6x4x0.250 ALUM RECT TUBE lfllil□® IID!lil&l'llY/Dll1l@ □® l?llil@l?lllllil'ITW @I? 'jf@i?l?@llil Dll1JIIDC1D®lfllil□rn:@, Dllil©, &ll1JIID D® ll1J@'jf If@ 00@ ©@l?D@IID, RECORD DRAWINGS These Record Drowings hove been prepared based an information submitted, in part, 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 have been incorporated intotheseplonsosaresult. NOTES 1. USE THIS DIMENSION, NOT THE DIMENSION ON TEMPLATE SUPPLIED WITH LEVER ASSEMBLY. LATCH FACEPLATE IS TO BE MOUNTED ON OUTSIDE, NOT RECESSED. t THK ALUM INTERNAL END CAP z 0 F a. Q'. u Cf) w 0 '-' z ~ 0 0 vi 0 ~ w n:: 0 0 < "' I u "' I u n:: >-...J m 0 '-w r---!;;: N 0 '--"' 0 c:i z u :::; ~ ...J :::f w c) ui ~m~ w'=' (f)f-U n::n:: ow . < tr, zzO...O f-::, w RC/)~ <o f5~~(/) Iz f--I« W ~ f5 ('.) o._ f--~~~~ -0:o._Z ~ u u ::J 0 a. 3: Z Xo of:2~ QI-Wz ~LL 0 uz -wW o(f) zO:::(l)o::: Cf) -QO~~ i'§~~ I-w 0:::: a.. -n:: <( 0::: ::J 0 Cflwz :,c o._ f-Wa_ -n::w ~~8 0 :r: >->-LL I-z ffi n:: a. 0 ~LL<{ 0 ~~3 0 0o:::W -au ~ ~ f2 ~ 8: (/) ~ - 0 Oww ~~8~ n:::,:n:: <( ::J (/) ::J a. f-< O O ::J <( ~ "'"' UN O<D orri I N "' "' I ~ 0 0"' 00 ... "' ~9 ~~ N r--. ,~ r---I 00 0 <O <O I"' Ox @J; ~~ ... 0 @) CD 00 "' ~ "' -"'0 ..-z N::, 0 X n:: ~ 0 '-' m w • _J 0 ~ • <{ a. oc :r:: u <( w m Cf) _J f- <( 0::: f-0 w u u 0.... 0 LL z:S: -w X u _z 0 <( Cf) m 0.... 0::: :r:: 0 0 LL f-0::: u w u <( ~ f-=i :r:: <( _J u 0::: :s: f- w 0 Cf) w ~ Cf) z z Cf) 0 l'.) <( u :r:: 0::: 6016-A106 1 4 1 1 4 POST t 2" 2x2x0.250 HSS ALUM TUBE (x2) t 2" POST 2x2x0.250 HSS ALUM TUBE r 6" , 2"1 d 3" I f--1,, 3" ~ -----6 ,, ~ FOOT PAD 'A' 6,, 7 3" r ----r-1 ,, $ ---+---+----~ 2" FOOT PAD 'G' 5" 3 SIDES 5,, 2 SIDES NOTE #1 'u'[)(]□® llilM\YiVID[j\l]@ □® IPOO@IP!l!OO'u'\'7 @CS 'ir@IP!Pll':00 O[j\l]@(LIJ®'u'OOD!l!®, O[j\l]©" &[j\l]@ □® [j\l]@'u' 'u'@ lID!l! ©@IPD!l!llilo RECORD DRAWINGS These Record Drawings hove 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 os o result. fx6FBx6" FOR FOOT PADS NOTE #2 ALL HOLES fs DIA. NOTE #3 (6 FILLET WELDS NOTE: #4 ISOLATE BASE PLATE FROM DECK SURFACE WITH f PLASTIC ISOLATOR 3 SIDES t FOOT PAD 'F' (X3) POST 2x2x0.250 HSS ALUM TUBE 2 SIDES 2 SIDES 16" 172" • \ I ~ 1 ,, ~ 5" FOOT PAD 'c' 6"1 12" L ~--------=-- 13" 5" ,,~ ~ 3" ~ 6 " ------- FOOT PAD 'D' 1 ,, 1 6 " I ~ 3" -I rT. 6" 5 [ ~---+-----$- j POST 2x2x0.250 HSS TUBE FOOT PAD 'E' 1 4 1 4 t 2" t 1 4 POST 2x2x0.250 TUBE 2 SIDES HSS ALUM HSS ALUM u ~ ui w'=' o:::o::: « tr, f-::, « 0 Iz f-- ~ f5 ('.) <( o._ z 0 a. 3: 0 f:2 c2 ~LL 0 0(/) (/) -i'§~~ -0::: Cllwz Wa_ -~~8 0::: a. 0 ~~3 -au 8: (/) ~ Oww 0::::,:0::: a. f-<( ~ ~ 0 w (/) ~ 0::: 0::: ...J 0 '-. ,..._ N -----"' ~ w (/) « w ...J w 0::: ...J « F z 0::: ...J D ----- ..,. ~ D ~ ...J :::f w c) ~m~ C/lf-U ow . zzO...O w RC/)~ f5~~(/) :,:<( w o._ f--~~~~ ~ u u ::J Z Xo QI-Wz uz -wW zO:::(l)o:::: QO~~ I-w 0:::: a.. <( et::: ::J 0 :,c o._ f-o:::w 0 :r: >->-LL I-z ffi ~LL<( 0 0 0o:::W ~ ~ f2 ~ - 0 ~~8~ <( ::J (/) ::J O O ::J <( "'"' UN O<D orri I N "' "' I D D '° 00 ... "' ~9 ~~ N ,-.. ,~ ,..._ I 00 D <O "' Irr, Ox @J; ~~ ... 0 @) "' 00 "' ~ "' -.,.,o ..,.z N::, 0 X 0::: ~ 0 '-' m w • _J 0 ~ . <( o._ (D 6016-A110 z 0 F a. Q'. u (/) w 0 z 0 vi ~ 0::: "' I u "' I u >-m w !;;: 0 0 z D3 DWG B110 W1 .2.5 DWG B110 W1.2 DWG B110 DECK SUPPORT BRIDGE 5" DECK SUPPORT-i--rP~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~FI LOCATIONS 4'-o" 3'-5" WATER END DETAILS DWG B-105 4' -1 o" -~-----------------------14 spaces @ 5' -0" = 70' -0" --------------------------~ 5' -2" -------------------------------so'-o"------------------------------------ ( LENGTH OF DECK) ul:'il□@ @~oo□oo@ □@ ~rni@~ll!:rniuW @i;i u@~~ll!:rnl DOOllilM@ull:l□ll!:@, Dim@" &OOIID □@ OO@u u@ IID!l!: @@~Dll!:llil, SHORE END PLAN VIEW WATER END RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. 'Mlilelhisinformotionisbelievedtoberelioble,CityofNewportBeachisnol responsible for its occurncy, nor for errors or omissions which may hove been incorporated intolhesepl(l'1sasoresull MFG. TAG (EA. END) MFG. DATE i----------------------------------82'-o"----------------------------------a MFG. NO. LIVE LOAD TYPICAL BOSS DETAIL DWG B112 DROP LINK DWG B112 TRANSITION PLATE DWG B114 W6 DWG B110 TOP CHORD W1.2.2 DWG B110 W1.3.1 DWG B110 SIDE DIAGONAL W1.2.1 DWG B110 W1 .2.4 DWG B110 BOTTOM CHORD POST NOTE: HANDRAIL AND MID RAIL TO RUN PARALLEL WITH INCLINE DECKING WATER END DETAILS DWG B105 SKID DWG B105 TRANSITION PLATE DETAILS DWG B114 SHORE MOUNT DWG B200 -~-----------------------14 spaces @ 5' -o" = 70' -o" --------------------------~ 5' -2" RUN OFF PLATE DWG B116 -------------------------------80'-0"------------------------------------ GENERAL STRUCTURAL NOTES CODE REQUIREMENTS: CONFORMS TO THE 2006 IBC TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY IN THE FINAL CONFIGURATION ONLY. DESIGN LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR THE DESIGN: GANGWAY LIVE LOAD: 1 00 PSF DEFLECTION L/360 WIND: 80 MPH EXPOSURE 'C' (LENGTH OF BOTTOM CHORD) ELEVATION VIEW STRUCTURAL MATERIAL: ALL SHAPES TO BE ALUMINUM 6061-T6. STEEL PLATES: HSS: ASTM A36 ASTM ASOO GRADE B Fy = 46 KSI GALVANIZING: ASTM A123 FABRICATION SHALL BE IN ACCORDANCE WITH THE AA SPECIFICATIONS FOR ALUMINUM STRUCTURES. WELDING SHALL CONFORM TO THE AWS USING FILLER ALLOY 5356. PRE QUALIFIED WELDING PROCEDURES SHALL CONFORM TO ANSI/AWS D1 .2-2008 AND ANSI/ AWS D 1.1-2008 UHMW INDICATES ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE. COMPONENTS TOP CHORDS BOTTOM CHORDS POSTS SIDE DIAGONALS BRIDGES BOTTOM DIAGONALS DECK SUPPORT WATER END DECK SUPPORT BRIDGE 6x4x0.250 HSS ALUM TUBE 6x4x0.250 HSS ALUM TUBE 4x4x0.125 HSS ALUM TUBE 4x4x0.125 HSS ALUM TUBE 4x4x0.125 HSS ALUM TUBE 4x4x0.125 HSS ALUM TUBE 2"x2"x0.125 HSS ALUM TUBE 2"x2"x0.125 HSS ALUM TUBE INCLINE DECK SUPPORT 1rx1rx0.250 HSS ALUM TUBE WATER END BRIDGE 1rx1rx0.250 HSS ALUM TUBE HANDRAILS 1¾°' SCH 40 ALUM PIPE (ANODIZED) MID RAILS r SCH 40 ALUM PIPE TOE RAIL DECKING lx4FB TOPPER ¾" ALUM DECKING (SAN DB LASTED) (REG) ~------ r;==:::~ I ! ~ 4• -o" ~ ! I TT,,,-,~ 5 -0 1 -5 1 [ ! • I ,.[ U' ,_,o• cf TOE RAil WELD DETAILS DWG B112 NOTES SECTION A-A 1. DIMENSIONS DO NOT INCLUDE END CAPS. 2. CAP ENDS OF BOTTOM CHORDS WITH r' PLATE. HANDRAIL DWG B112 2_1_" 16 MID RAIL WELD DETAILS DWG B112 DECK ATTACHMENT DWG B114 u z ~ [W ~~ ~i • >-<( s C_'.I z <( [E=J C_'.I 0 z ~ <( °" (/) 0 ....___ -st-::- 0 "'U) UN Q<O 0'0 I N n n I 0 0 U) 0) -st-"' 0 NI n " N CD -(0 I I I'-0 0) (0 '\'"' Ox (0 <( "1 LL "' 0 (0 0) a, <( 3 a, • cr,O "'z N ::::, 0 X 0c'. 00 m w ci ~ . <( n_ m 6016-B100 z Q (/) > w °" "' :r: u "" :r: u >-m w f---<( 0 ci z BOTTOM CHORD 6x4" HSSx0.250 WALL TUBE BOTTOM BRIDGE 4" SQ HSSx0.250 WALL TUBE WATER END DECK SUPPORT BRIDGE 2" SQ HSSx0. 1 25 WALL TUBE A 4'-o" BOTTOM BRIDGE 4" SO HSSx0.250 WALL TUBE NOTE: SIDE DIAGONALS ARE NOT SHOWN FOR CLARITY NOTE: HANDRAIL AND INTERNAL TOP MIDRAIL TO RUN PARALLEL WITH INCLINE DECKING 6"x4" HSSx0.250 WALL TUBE 7 3,, 6" f-l WATER END OF BOTTOM 6"x4" HSSx0.250 WALL TUBE 6" END CAP 1-1 3,, 6" 4 l f TOPPER DECK 2-1 o" CHORD NOTCHED ALUM ~x6FBx4r 4'-1 O" SECTION A-A GANGWAY ------- INCLINE DECK SUPPORT 1r SQ HSSx0.250 WALL TUBE (x4) PLAN VIEW SKID END OF BOTTOM CHORD DETAIL f'x6" TYP. FB DRILL & TAP ~-13NC FOR (2) r DIA. x 1f' SS BOLTS & GALV. STEEL FLAT WASHER. TORQUE TO 70-75 FT LBS. CENTER SUPPORT DETAIL RECORD DRAWINGS These Record others. While this based on information submitted, in by is to be reliable, of Beach not nor for errors or omissions been incorporcted ullilD@ IID1;3&\l\Y/Dl/il@ D@ IPl;3@1P!lll;3u't7 @I? u@IP[¥l!lll;3 Dl/il1IDCUJ®u1;3Dll!®, Dllil©o &1/illID □® 1/il@u u@ IIDll! ©@[¥)0ll!IIDo 5"x6"x1" UHMW UHMW DRILL fG,, DIA. THRU, CBORE 1r DIA., r DEEP (2) PLACES BRIDGE SIDE ELEVATION 4" I. 2~"-I 5" FRONT ELEVATION WATER END OF GANGWAY (SKID END ) TOPPER DECK DECK SUPPORT 1r SQ HSSxO 125 WALL TUBE 1f SQ HSSxO 250 WA_L TUBE TRANSITIOI\ ATTACHMENT PLATE AND HINGE BARREL CENTER SUPPORT SEE DETAILS WATER END BRIDGE 1f SQ HSSx0.250 WALL TUBE SKID END OF GANGWAY SEE DETAILS TYP R 1" 2 SECTION B-B fx1rx1'-6" UHMW UHMW DRILL ~,, DIA. THRU, CBORE roIA., f DEEP (3) PLACES FASTENED DWG 115 I. g" GANGWAY B - 1 '-3" 1 '-6" ¾-20 x 1" FLAT HEAD SS SCREW AT 6" OC. FRONT ELEVATION VIEW CENTER SUPPORT CETAIL BRIDGE 1r SO HSSx0.250 WALL TUBE (_) z (f) WL,J rY rY <( f---(f) f---0 <(Q Iz f---- <( rY f---W <( Q_ 0 Q_ o2 z <( LJ_ 0 (f) U) -Z )-I ('.J f--f---rY Ul W z w Q_ - :~8 rY o_ 0 ~~d er: 0 z Q_ (f) - Oww Cl' I rY Q_ f---q 1§} ~ ~M ~i (' [£==8 U) w CJ 0 u:: m 0 z w U:r= zu -<( . w f-m U) z f-0 u:: uO Q_ us c; ~ u <( I Q_ Li_ u:: 0 <( W:r= ~5 ~ <( E z rY ~ 2 '-... v > 0 ""' UN 0 CD on I N n n I 0 o en ITTv n 0 N I n c-. Nm -CD I I c-. 0 CO CD 'f n Ox CD q n c_ v 0 CD ITT m q 3' m • ,-,o _z NO 0 X rY 0 ('.J OJ . "j 0 ~ .q Q_ CT] u:: w f-<( 5 Uw Oz iii :r: w rY "' I u "' I u >-[Il w f---<( 0 0 z 1/8" 2" 1/8" 2" DECK SUPPORT -------------------------------- BRIDGE 03 DECK SUPPORT CONNECTION @ BRIDGE TOP CHORD W1.2.2 TYPICAL INTERIOR TOP CHORD CONNECTION POST ,i,, I I I I /, I I I I I I J 1/ /' ~ SIDE DIAGONAL SIDE DIAGONAL POST BOTTOM CHORD BRIDGE W1.2 TYPICAL BRIDGE TO BOTTOM CHORD CONNECTION TOP CHORD ------------------------------ POST W1.2.4 TYPICAL INTERIOR TOP CHORD CONNECTION ( BEVEL EDGES ~ (TDC ullilD® IIDM\Vill/Dll!l@l D® IP!Kl@IP!ll!Klu'tl @I? u@IP!Plll!Kl Dll!JIIDM®u!Kl□lll®, Dllil©o &ll!JIID □~ llil@u u@ lfilll!: ©@Cel□ll!:IIDo RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. 11 ~ II I ALL OUTSIDE 30 DEGREES /BOTTOM CHORD - BACKER PLATE (4) 1/8x2FB W1.3.1 TYPICAL SPLICE CONNECTION I I I I I I /,f / NOTE 1 /,/7 7)_1/,,,------tt----APPLY 3/16 FILLET \./ELD \./HERE BOTTOM & / SIDE MEMBERS INTERSECT AT CHORD, BOTTOM DIAGONAL I I I I /,.7 BOTTOM CHORD BRIDGE BOTTOM DIAGONAL W1 .2.5 TYPICAL BRIDGE/BOTTOM DIAGONAL TO BOTTOM CHORD CONNECTION SIDE DIAGONAL W6 TYPICAL GUSSET DETAIL CHORD POST SIDE DIAGONAL BOTTOM CHORD W1.2.1 TYPICAL INTERIOR BOTTOM CHORD CONNECTION BOTTOM CHORD ------------------------- 3" 42" A H----,_JA 11 I 11 I BRIDGE PLAN VIEW 21'-9" TOPPER UTILITY HANGE~ 42" LONG, FLUSH 'v/ITH SECTION A-A BOTTOM OF GANG\v'AYS, SEE D\v'G 100 FDR QUANTITY AND LOCATIONS UTILITY HANGER c_j ~ (/) WW °" ~ <[ Q' f-f-(/) <[ ::J I c, f---~ ~ [W ~~ ~i • [E=J n N5 L() w (/) <[ w _J w °" z _J B :'E ~ ~ > w z °" 'L :r: u 'L :r: u °" >- _J "' D w ' f-~ <[ ~ "" D □ z l() ',-'(\J U'° oM "" I (\J ('") ('") I D D l() CD --t ~ (\JI ('") r----(\J CD ~"' I I r----0 CD '° "'('") I ox "' <[ ('") L,._ ~ "' (fJ "' <[ ::, "' "" ('") z st ::J (\JD "' X l'l D CQ ci 0.: 6016-B110 / BOTTOM CHORD 1/4 16 1/ 4 16 / / / / / TYP. BOSS 0.250 THK END CAPS Al A2 Bl 5" 1 '-4" 1 '-9" DROP LINK CHORD 4x4x0.250 HSS TUBE DL 1 DROP LINK CHORD r- A2 L_ 1,,,,J 4 SECTION A-A END OF BOTTOM CHORD CHORD HEIGHT CHORD \JIDTH 1/2 OF CHORD 1 1 1/2" SCH 40 PIPE EXTEND 1/4" THROUGH BOTH SIDES OF CHORD I ,,------------+~ Al~ ~ ~------',-------------C A 1 1/2" DD x 1"" ID LJHM\J ISOLATOR BLSHING SIDE ELEVATION VIEW TYPICAL BOSS DETAILS MIDRAIL C:NC CAP NYLON PLUG (NATURAL COLOR) ull"JD© lliJM\Yi!/Dll:il@l □© [,,ellF,l@[,,elrnlF,luW @I? u@[,,el[,,elrn!F,l Dll:illlilM©ulF,l□rn®, Dim©" &Im@ □© ll:il@u u@ oorn ©@[,,el□rnllilo RECORD DRAWINGS VERTICAL POST HANDRAIL CLEAR CLASS 1 FINISH 1 1/4" SCH 40 ALUM PIPE GANG\JAY VERTICAL POST ¾""x½"" SS B_IND RIVET 1 EA AT HANDRAIL BRACKET HANDRAIL BRACKET FRONT ELEVATION VIE\J HANDRAIL BRACKET 3/16 I 1/ 4"" GANG\JAY VERTICAL POST SIDE ELEVATION VIEw TYPICAL HANDRAIL DETAILS 90 DEG ELBO\J 1 1/ 4"" SCI-40 TOP CHORD HANDRAIL CLEAR CLASS 1 FINISH I 1/ 4"" SCH 40 ALUM PIPE PLAN VIE\J DIAGONAL POST VERTICAL POST MI ORAi L 1 /2" SCH 40 PIPE MIN MIN MIN MIN TYPICAL MIDRAIL & TOE RAIL WELDMENT DETAILS GANG\JAY END POST 90 DEG ELBO\J,, CENTER ON POST ATTACHMENT TAB /4x~" SQ ALUM. /4"x½"" S.S. BLIND RIVET TYPICAL ALL HANDRAIL RETURNS TOP CHORD HANDRAIL CLEAR CLASS 1 FINISH _ 1/ 4"" SCH 40 ALUM PIPE ¾"x½"" SS BLIND RIVET 2 AT HANDRAIL BRACKET ELEVATION VIEw TYPICAL HANDRAIL RETURN DETAILS w (/) z w l "' :r: C) ',c :r: u CL >- _J 'CO 0 _,J '--v -_J ;S _J _J _J w ZS (/) -:r: C'1 f---;S WZVJVJ I ----< D CL'. f----------< (/) W z >-:r: f----->-DH 'z f----z r::o >-Cl' w CL Q_ H >----<u_<Ir:::::i <I w ::J ~ : 6 ~ f--_J _J w 0 u <Ip LL G'.'. o2 V) ~ ~ □ Q_ <I C/J HI □WW f-----f-----w f-----CL I CL <[ =i (/) =:i Q_ f--<I HD=:J<I 1§} l() "OJ LJ'10 □ M H I OJ (") (") ~ I D D l() mv n D OJ M I'- ~M OJ CJ -u I I'-D CD u VJ n I o X ~i VJ <[ ML v u (' CJ G <[ ::, O' H- Mz ~ ::J cu ~ [£==8 X CJ □ "' □ Q_ _J u I z u <I <r: Cle -w r::=i f----m z Cf) <I z f---- ::r:: 0 Cl-:' u 0 r::=i O_ z u s <I LL w -z _J u <( I <I O_ LL Cle Cl-:' r::=i 0 <( w I :;:: f----s <r: ~ u w (/) 0 z (/) Cf) <( D Cf) I r::q <( Cl-:' u 6016-B112 JIG REF 7_l_" 16 3'-11" sf' LONG BARRELS 6" OC WI™ 8 GAP BAR;~LS. I SEE NOTE #1 JIG REF 1-4'-8" PLAN VIEW f SCH 40 ALUM PIPE WITH ,j'' ALUM BAR AND fx1" SS COTTER PIN EA END ALT WELD BETWEEN PLATE AND FB AT FINGER JOINT TRANSITION PLATE DETAILS . UHMW NOSE -SEE DETAIL DWG B114 -;J_" THICK 5052 ALUMINUM PLATE METALIZE -GRADE 2, MEDIUM TRANSITION PLATE L SHORE END WATER END NOTE #1 SHORE END WATER END 1 '-0" 3'-0" = ix4FBx4' -8" = ,l"x2FBx4' -8" uGilD® IIDlm&\\lill/Dlm@ D® IP!m@IP!l':lmu'v' @[;i u@IPIP!l':rnl DlmlIDC\IJ®urnlD!l':@, Dim©, &lmlID □® lm@u u@ 0011' ©@IPD!l':IID, RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. TOPPER DECK TRIM ON EA. SIDES OF DECKING USE 1fo" ALUM BLIND RIVETS QTY. AS REQ'D. i J"1-4 ?½7-i J" DA IO L 1---%---~-tt OLVLL FOR ~" COTTER PIN CORNERS (EACH END) HINGE PIN f ALUM ROD TRANSITION PLATE NOSE DETAILS (WATER END ONLY) MATERIAL: :)"x3"x3'-11" UHMW FASTEN WITH -;j_-20 FLAT HEAD SS SCREWS AT 6" OC GRIND FLUSH WITH TOP OF PLATE WELD OUTSIDE & CENTER FOOT OF DECK TO ONE SIDE OF EACH SUPPORT 3'-11" SHORE END L ---DECK SPAN ~============j 6" ---1 l- PLAN VIEW -----------6" -------------- DECK SUPPORT SIDE ELEVATION VIEW TOPPER ALUMINUM DECK WELDING DETAILS WATER END u z ~ [W ~~ ~i • [E=J 0 z <1: w :r: f--uu <1: z <( -w _J . rn Q_ r.n ~ f--z _J Ul Cl' 0 <( zo f--0 0.. i== w us vi 0 uW z f--LL z <1: a: z u I f--w <( 2 0.. LL 0 0 8~ z _J w w f--:r: s <eeS a: w 'y'_ Uw Oz _J <( Ee z (t' _J 0 ....... st-::-- 0 "'U) ON Q<O 0'0 I N n n I 0 0 U) 0) st-"' 0 NI n " N CD -(0 I I I'-0 0) (0 '\'"' Ox (0 <( "1 LL "'" 0 (0 0) a, <( 3 a, • cr,O "'"z N ::::, 0 X Q' 00 m w c:i ~ . <( n_ m f--u (J) -<1: w (/) ::r:: <{ s 0 <( Cl' u 6016-B114 z Q (/] > w (t' "' :r: 0 "' :r: 0 >-m w f---<( 0 ci z 1 '-10" 1'-0" 7 /16" 2" HOLES 4x4x1/4 ANGLE 1,, 4 ~1 TYF ---------------c----------+------------+---+--------------1'--------------I -----+---E8 11" 2'-0" PLAN VIEW 2'-0" 4" 45· t VIEW A-A ~t ~t E8 4" t 1 /8" PLATE x 11 x"x24" J A 4x4x1/4 ANGLE 1 /8" PLATE X 11 "x24" .. B 3800 LBS UN-FACTORED REACTION DUE TO WIND LOAD ----1,, 4 1/4 2-8 VIEW B-B 3/8" ANCHOR BOLT LENGTH DETERMINED AND SUPPLIED BY CONTRACTOR SKID B105 f-------------------jf------,-----7 I I I I I I I I I I L __ r.=-, __ _J VIEW OF GANGWAY SKID AND RUN OFF GUIDE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. 'ii'[)(]□@ IID~&\\iiY7Dllil@ □@ 1¥'~@[¥lrn;~'u'W @I? 'ii'@IP!Prn:~ DllillIDM®'ii'~□rn:@, Dllil©c &llil@ D® llil@'ii' 'ii'@ IIDrn: ©@~Orn:@" (./) w r=1 f--, ::::J L'J LL LL D z ::::J CL z ::::J z f--, z ::::J _J <I c_j ~ (/) WW "'~ <[ "' f-f-(/) <[ ::J I CO f---~ U:r: zu f--< <[ ,w i--: p:i (/) f-z Ci:'.'. DD u Q_ u ),: f--< w LL z u <[ Q_ LL r::::10'.'. w <[ f-:r: <[ ),: f--< Uw Dz (/) f--< (/) :r: <[ <[ Q'.'.U w (/) <[ w _J w "' _J <[ ;:: 25 "' _J l() ',,'(\J U'° oM "" I (\J (") (") 6 D l() CD '-t ~ (\JI (") r--- (\J CD ~"' I I I'--D CD '° "'(") I ox "' <[ (") l,._ Cl'"" (") z st ::J (\JD "' X l'l ow "' _J • f---D f--- -<[ o_"' 6016-B116 z B f-(l_ Ct'. u (/) w "" z D vi > w "' ',c :r: u ',c :r: u >-"' w f- <[ "" ci z MIDRAIL f SCH 40 ALUM PIPE END CAP -3" RAIL ATTACHMENT fx6" LAG SCREW GALV. -------------------8' -0" -------------------- PLAN VIEW -------------------8' -0" -------------------- ----------------6' -10" ----------------- ---------3'-11" -----------TOP RAIL 1 1'-o" BB----1---------, BB POST BOTTOM RAIL POST ELEVATION VIEW AA-AA TYPICAL WELDMENT DWG 110 (6 HOLE (X4) 2,, f-- TYP I EB POST ISOLATE BASE PLATE FROM DECK SURFACE WITH t PLASTIC ISOLATOR FOOTPAD (x3) TOP RAIL,BOTTOM RAIL, END CAP AND DIAGONAL 2x2x0.125 HSS ALUM TUBE CLEAR CLASS 1 FINISH POST 2x2x0.250 HSS ALUM TUBE MIDRAIL END CAP NYLON PLUG (NATURAL COLOR) MIDRAIL f SCH 40 PIPE 2" _L_ ALUM~ DECKING MATERIAL: 37,, TREX ~-------"-------f---C+S =====P----~-----'- RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, 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 have been incorporated into these plans as a result. lfliil□® IIDrnl&\1/,\\1/000@ □® !Prnl@!Plllrnl'D'\'7 @I? lf@IP!Pll!OO Dlm@Q!l®lfOO□lll®, DOO©o &OOIID □® lm@lf If@ lfillll ©@IP□lll@o SECTION BB-BB 'y_ u 0 0 (_') z ~ Cf) X w z 0 Q_ 0 f-l/) _J <( 0:::: u z (/) 0::: :r: OU 0 c5 ~[I] ti ti:: =o 0 D... u'!: uW c;:: z ;i I D... LL 0 0::: w <l'. f---:r: -<i:5 Uw _J <{ E z °' _J 0 '-.... "' ~ 0 "'Cf) ON oco o"1 I N n n I 0 0"' aJ"' n 0 NI n ,-... N aJ -"' I I ,-... 0 aJ "' 'f n Ox "' <{ nc._ " 0 "' aJ m <{ "' ~6 tj-Z N ::0 0 X °' 0 (_'.) [I] w • _J 0 ~ .<{ [l_ [I] 8= (/) :r: <( <l'. 0::: u 6016-B120 z Q (/) > w °' "' I 0 "' I 0 >-[I] w 'o: 0 c:i z 1½" SCH 40 STEEL PIPE X 4½" SIDE VIEW 1½" OD X 1" ID UHMW ISOLATOR BUSHING GANGWAY s 4x4x3/B ii~~RT TUBE GALV. TUBE GANGWAY TRANSITION SHORE MOUNT DROP LINK BULK HEAD GANGWAY SHOWN @ MLLW FRONT VIEW 8" 5" 1f DIA HOLES A A 7-2" 16 6x4x~x5' _2¾,, STEEL ANGL~ 4' 1" 2 DIAx18" OBA ( 4) PLACES t t 5-2" TYP 7Z" 8 8 GANGWAY SUPPORT TUBE SHORE MOUNT PLAN VIEW 1" 2 CHAMFER TYP ' DROP LINK ¾x3FB x 8" STEEL (4) REQUIRED 1" DIA AXLE 40 YIELD STREs's -42 STEEL ALLOY WASHERS AND -} ~5 KSI MIN WITH PIN EA SIDE 4X SS COTTER ,,LINK AXLE 1 STEEL BAR (2) REQUIRED These Recocd D RECORD DRAWIN othecs. Wh;!e t~~wi~gs have been c GS ,esponsible foe it's ,nfocmotion is :01~poced based on info ,nto these plans ~so~c~~~~1t nae foe ::;ad,stoocbe ''.'li~ble, ~;:i~~n Nsubmitted, in pact b . om,ss,ons which ma~wr:i:: Beach. is ~ot y been incorporated 1" 2 DIAx 1 8" OBA PIN ( 4) PLACES 6x4x~x5'-2¾" STEEL ANGL~ SECTION A-A NOTE: STEEL TO BE GALVANIZED TO ATSM GANGWAY SUPPORT TUBE 1" 2 A123 Q' u w l/1 l/1 i:i c5 _J z ~ ~ ~ ~ e= Q' z "' I u "' -i-+-+-L-1i5 ~ Eu ~ [W ~~ @Ji (I ~ (_) z u-i [t' 0I f----u u <( :::J w [t' [D f----(/) f----z [t' oO u Q_ s uW f-Cc: z z u I =i <( 0 Q_ LL 2 0 [t' w <( w f----I ::i;s Ct:: Uw 0 Oz 0 0 z "'cf) UN Oto on I N n n I 0 0 cf) a) sci-n NO .,,1 N ,--~ a) I to ,--I a) 0 <D to 1"' Ox to <( n c_ sci-0 to a) m 32 m • no sci-z N:::, 0 X Q' 0 C, m w • _J 0 c-c- ii o3 :r:: (/) - (J) :2 i£ (3 6016-B200 "' C :, .c 0 .I ,l! ,_ .0 "O .. ~ C ·c 0. "' 3 '<! 0 I ,- ::i:: V) I ... .... 0 / 0:: 0 CD a:: 1 / "' 3 0 ~ .c 0 0 .. <D t'. 0 a. 3 ., z / E .c 0:: / .!1 0 .. ·~ e 0. / ~ ---, ;; -., 0 I ., "' I .... 0 w ~ 0 .... z ii: 0. HARB OR DESIGN CRITERIA STANDARD D INGS CI T Y OF NEWPORT B E A CH BUI L DING D E PARTMENT DE S IGN CRITERI A/ GENERAL NOTES APPL ICANT'S PLAN & PRO FILE SAMPLE SITE PLAN & PROFILE GENERAL I. The construction of harbor faci li ties shall accommodate the need for safety and durability as well as convenience and appearance. 2. 3. 4. 5. 6. 7. 8. 9. 10. I. 2. Structural elements of the docks, floats, gangways, piles, etc., shall be adequate 10 safeguard human life, boats, and boating equipment. Boat berthing facilities shall be designed to adequately handle anticipated loads with an ample factor of safety as deemed appropriate by the City of Newport Beach Building Department. Materials of construction shall resist the corrosion of saltwater in order to assure low maintenance requirements and long life oft he facility. Floats shall be designed 10 assure stability and buoyancy for safe operations. Adequate uti lities meeting all requirements of the curTeni, applicable codes, shall be provided for the convenience and safety of boaters and maintenance workers. Harbor Permits and Plan Check shall be as per the Title 17 of tbe City of Newport Beach Municipal Code and Council Policy H-1. Dock systems shall be designed by a civil or structural engineer, licensed by the State of California, who is experienced in the design of marine snuctures. Repairs and non structural modifications lo existing residential docks can be designed by a contractor experienced in dock facilities, at the discretion of the Building Deparunent. Numbe,ing system for these "General Notes" and the "Harbor Design Cdteria" match. Some notes from die Harbol' Design CriteJ'ia have been deleted from these "Standard Drawings", but the Applican1 shall refer to the Harbor Design' Criteria for a complete list of project requirements. NOT INCLUDED (See Harbor Design Cr·iteria) DOCKS LAYOUT AND DESIGN (Commercial & Residential) a. Genera.I: (I) (2) (3) Layout and design of harbor facilities shall be based upon the use of the faci lity. Harbor stiuctures shaU conform to "Layout & Design Guidelines for Marina Berthing Facilities", latest edition, published by the State of Cali fornia Depal'tment of Boating and Waterways, except as modified by the City's Harbor Standard Drawings wid1in the Harbol' Design Criteria. The Harbor Standard Drawings shall be considered minimum requirements for the cases represented, and, at the City of Newpo~ Beach Building Department discretion, may not apply 10 the specific project submitted. The Building Department reserves the right 10 mandate deviation from the Standards, if particular p1·ojec1 conditions require special consideration. b. Slip and Boat Overhang into Adjacent fairways: (I) (2) Berths shall not be occupied by vessels more than 3 feet longer than the berth or slip, or in the case of fairways with a 1.75 x Lb width, not more than 10% of the length of tl1e fi nger. For berd1s either parallel or perpendicular to a main channel, vessels can extend beyond die limits of tl1e slip by as much as die beam of the boat. c. Finger and Walkway Widths: d . e. f. g. (I ) Minimum finger widths for recreational commercial and residential docks shall be per Table No. I of the Harbor Design Criteria. (2) Fillets at the connection of walkways to fingers shall not have less than a 4 foot side. (3) Outer end (end tie) and side-tie fingers shall be a m.inimum ofone foot wider than the minimal widths for all other adjacent finger docks. • (4) Residential Headwalks and Mainwalks: (a) Minimum residential headwalk widrhs sball be no less than 6 feet for dock lengths up to 80 feet in total length, and 8 feet wide for dock lengths of more than 80 feet. (5) Commercial Headwalks and Mainwalks: (a) (b) Minimum widths shall be no less than 8 feet wide. If use ofa walkway is for staging the public white waiting to board a vessel, the minimum dock width shall be 12 feet. At gangways, a minimum of 6 feel of walking surface shall be maintained in front of the furtbennost gangway projection (including roe plate) at high tide, and have a minimum of 4 feet of clear space ro walk along the side of any gangway for access to berthed vessels. N-01 included (See Harbor Design Criteria) Not included (See Harbor Design C1iter.ia) Nor included (See Harbor Design Criteria) Loading Criteria: (I) The design of rhe dock system shall incorpol'ate all anticipated dead and live loads, plus w ildlife loads, where applicable . (a) (b) (c) Not included (See Harbor Design Criteria) Not included (See Harbor Design Criteria) Wildlife Loads: Refer to State of California, Department of Boating And Waterways (OBA W) "Layout and Design Guideli nes for Marina Berthing Facilities". 3. (2) Wind loads shall be calculated both parallel to and perpendicular to maximum length of vessels and structures. • (3) C1,rren1 Loading: Floating docks i11 areas of the harbor may be subject to cun-ent loads. Contact the City of Newport Beach Marine Department for these locations and potential velocities. h. Flotation and Freeboards: (I) Sufficient flotation shall be provided to support dead load plus live load with freeboards as noted below. Higher live load requirements may be required by tbe City of Newport Beach, under special circumstances as may be deemed appropriate by the Building Deparnnent. (2) The flotation shall use expanded polystyrene cores. The use of hollow pontoons shall not be allowed. (3) Docks shall have pontoons composed of outer shells of either concrete (I" minimum dtickness) or an ultra-violet stable plastic such as fiberglass or cross-Jinked polyethylene (1/8" minimum thickness). Other alternative materials must be submitted to the City Building Department for review and approval, per die " Request for Alternate Material or Method of Construction" appeals process. Exposed foam flotarion is not allowed. (4) Residential Docks: in addition to the pontoon encapsulation types noted above, residential docks may also use spray-on elastomeric encapsulation systems for pontoons. Spray-on products must demonstrate resistance to ultra-violet rays, solvents d1a1 may be present on the water surface, and environmental conditions imposed by saltwater contact. Minimum spray-on product thickness shall be 100 mils. i. State Floating Tolerance: (I) The dock surface of tbe in-place dock system, which includes fingerlloats and walkways, under various loading conditions, shall be level within the tolel'ances stated in the Harbor Design Criteria. J. Torsional Resistance Requirements: (1) Fingers, connected walkways, and free-standing headwalks unattached to other dock elements must be designed to provide dock stability and resistance to torsional loads. Torsion bars installed in fmgers, and/or dock framing construction that provides for calculated and verifiable twist resistance, is required. Free-standing headwalks need not provide independent means of torsional ,·esistance if the width of head walk is 8 feet or more. k. Guide Piles: (1) . Dock system pilings shall be designed by an Engineer, licensed by the State of California, who shall have demonstrated expertise in the design of marine stnictures. Pile loading calculations shall be provided based on a soils investigation by a licensed geotechnical engineer, ~r based on minimum code values for soil properties. DOCK MATERIALS OF CONSTRUCTION a. Materials used in dock systems shall have a demonstrated history of use in salt water environments of at least l O years, or otbetwise be approved by a licensed engineer practicing in waterfront engineering. Materials used in dock systems are to be new and in good condition . b. (1) F lotation: (a) Flotation systems shall be die products of manufacturers and contractors regularly engaged in the production of such items for marine construction. (b) Flotation units shall consist of: I) Concrete cast around a solid, closed cell foam core, or 2) Fiberglass, polyethylene OJ' plastic shell with a fitting, solid, closed cell foam core. (2) Plastics: All plastics used in the dock systems shall be ultra-violet light stabilized or protected. Plastics proposed for use must have a demonstrable performance history in salt water environments of at least ten years, or be the recommendation of a California licensed Engineer. Design strengths and U1ickness shall be appropriate for the intended purpose. (3) Foam core for floats shalt be a rigid block of closed cell expanded polystyrene with a unit weight of between 0.95 to 1.2 pounds per cubic foot. Properties of foam shall confonn to ASTM C578, with maximum water absorption of3.0 percent or less as determined by ASTM C272, Method C. The foam core shall not have more than IO percent reground material, and reground foam pieces shall not exceed 3/8 inch diameter. Timber: (I) All wood-construction fingers shall have framing that includes cross-members that provide rigid connection to the full-length stringers. All connections shall be made using thru-bolts. (a) Commercial Dock Framing: For independent long docks that float freely and do not have docks and/or fingers attached for stability, alt primary load canying framing members shall be fabricated from glued-laminated beam const1uction, to prevent warpage of the major members, contributing to dock instability. C. d. (2) Allowable Sn·esses: Allowable s~·esses for harbor structures shall not exceed those slated in the California Building Code (CBC). (3) Timber used for walking· decks shall have a minimum net thickness of I½ inches. (4) Timber for walking surfaces shall be Douglas Fir, Select Sbuctural. Sawn timber for other framing members shall be Douglas Fir, No. I, minimum. (5) Glued-laminated timber shall be Douglas Fir 24F-V8, industrial grade for application in wet environments. Fabrication shall comply with Product Standard PS 56-73, "Structural Glued Laminated Timber". (6) Walking surfaces shall have a non-skid finish and be maintained periodically or when worn and unsafe. Treated timber decking requires oo further non-skid finish. (7) Dimensional lumber is not required to be painted. However, if the applicant chooses to paint, such paint shall be maintained to good condition and appearance. (8) Plywood utilized within dock framing systems shall be exterior grade material. Plywood shall nor be used as the walking surface for a dock system, unless the product can be demoosb11ted to the City of Newport Beach Building Deparnnent that it is provided with a factory-applied protective, non-skid walking surface that will be dul'able and has a proven process for patching and touch-up. lntenJal plywood mernbers shall be provided in such a manner that water can be easily conveyed offd1e top.surface of plywood and not pond or get trapped, leading to early deterioration and dry rot. (9) Weight of treated Douglas Fir shall be assumed to be 35 pounds per cubic foot. (I 0) All timber used for dock construction shall be marked with the appropriate gradeofmater,al and preservative treatment, or may be subject to rejection by the City Inspector. (I 1) Wood Preservat.ive for Timber: Steel: (a) All tii~ber products shalt be coated with preservative treatment to retention limits recommended by the American Wood Preservers Association Standard M4 "Standard for the Care of Preservative-Treated Wood Products" and AWPA Standard C2 "Lumber, Timber, Bridge Ties & Mi.ne Ties-Preservative Treahnent by Pressure Processes". (b) Current Stale and Federa.l environmental requirements and guidelines for the type and application of preservative treannents will be strictly enforced. (c) All lumber must bear a stamp approved by die American Lumber Standards Committee for conformance to the American Preservers Association Standards. (d) Field cuts a11d bored holes shall receive field-applied preservative treatment in accordance with Best Management Prnctices. Preservative treannent chemicals shaU not be allowed to enter harbor waters. (I) Any steel components used in the marine environment shall be hot-dip galvanized with a minimwn of3 mils ofzinc, 01· epoxy coated per ASTM A 934 and manufacturers recommendations, or s hall be stain.less steel. (2) Strnctural steel sball conform to Standard Specifications for Structural Steel for Bridges and Buildings, ASTM A36. Aluminum shall confonn to 606 l -T6 material specifications. Stain.less Steel shall conform to A3 I 6 matetial specifications. {3) Fabrication and erection shall comply with the latest applicable codes. (4) All bolts securing primary stnictu.ral members shall be a minimum of ½ inch diameter thru bolts. Bolts shall be A307 and include washers where direct contact wid1 timber members occurs. Carriage boils are also allowed. (5) No cormectiog device shall protrude beyond the fascia or waler into the berthed area, which may contact any part of U1e berthed vessel, or extend up into auy walking surface creating a tripping hazard. Concrete and Reinforcing: (I ) Concrete shall be designed for permeability, strength, chemical stability and abrasion resistance, appropriate for its application. Minimum compressive strengd1 for concrete, subject to salt water splash, immersion and/or brackish water is 4,500 psi and a 0.45 wate.r-to-ce1nent ratio. (2) Portland cement shaU conform to ASTM Cl50 Type I or Type II modified, and low alkali. Chemical admixrures shall conform 10 ASTM C494. Chemicals designed to limit corrosion of internal reinforcing may be used. Air entraiiunent admixtures shalt conform to ASTM C260. Coarse and fine aggregate shall coofonn to ASTM C33, and ASTM C330 where lightweight aggregates are used. Lightweight aggregate, if used, shall consist of expanded and coated shale or equivalent material of sufficient strength and durability 10 provide concrete of the required strength. (3) Concrete structures shall be designed 10 provide sufficient coverage of reinforcing steel, so as to prevent corrosion, per code requirernents. For structures exposed to salt water splash or immersion, bar reinforcement shall confonn to ASTM A 70(,, and shall be epoxy coated per ASTM A934, after bending of'the bars. Welded wire mesh shall conform to ASTM A 185 and shall be epoxy coated conforming to ASTM A884, with all visible defects and cul ends repair coated. Wires used to tie reinforcing steel shall be either epoxy-coated steel, or A3 16 stainless steel. BULKHEAD ~ TOP Of ElfV. 9. O' M.LLW. , . ..-.:v· ' ' M.LLW. ' '-' • .. -3.0' M.LLw/ ~ •. i I --~ ---tt..="" -- 6 MAX. DREDGE SI.OPE L... 1s· o· - 50'-0" --..±! 3 ---.... ~ -GNl(]IIAY I M. LLW. L SNlD L.tlE , ~"7"tlREOOE-'-lN< = -8.0' M.LLW. .. -- ..., z ::, PBOFJLE ~ ::c SCALE: 1"=10'-0" ffi a: OR ~ 1/8"=1'-0" -17•-n• 4•-0· PROMONTORY . BAY A PPLICANT'S SUPPLEMENTAL NOTES (IF NEEDED) RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be r eliable, Cit y of Newpor t Beach is not responsible for its accuracy, nor for errors or omissions which may hove been in corporated into these plans as o resu lt. APPLICANT'S PROP OSED PROJECT DESCRIPTION 1. INSTALL NEW 8'6" X 8'6" GANGWAY WITH 4-16" DI A. ROUN D PIL ES 2. INSTALL NEW 80' ADA GANGWAY 3. INSTALL NEW 8'X l 00' PUBLI C DOCK WIT H 6-1 6" DIA. ROUN D PI LES • 0 I ~ • 0 I 8 - r L 4 . ~~ l ~ n "' 01 I ~ 1 '---' • QQ RR 55'-0" J 55•-o· • • 0 I ~ =I= • !!5 0 0 I • -a; -::II PIERHEAD LINE r I -I") I I n I I I I I I 'lJI L t,-1--i l -~,-w-1 TRACT 1XXXX ss L 55•-o· I ""---"---- SITE PLAN SCALE: 1. =4()' -o· OR 1"=20'-0" TT SITE PLAN INSTRUCTIONS SITE PLAN INSTRUCTIONS PROVIDE A SITE PLAN AND PROFlLE IN THE SPACE PROVIDED ABOVE DRAWN TO SCALE TO CLEARLY SHOW THE FOLLOWING INFORMATION: uu 1. LOCATION AND DIMENSION OF PROPOSED STRUCTURE INCLUDING PILES AND LOCATION OF EXISTING STRUClURES ON ADJACENT PROPERTIES. 2. LOCATION OF BULKHOO, PIERHEAO AND PROJECT LINES. 3. LOCATION OF PROPERTY LINES . 4. LOCATION OF CHANNa MARKERS WITHIN 200 FEET. 5. LOT SIZES AND LOT NUMBERS. 6. EXISTING GROUND PROFILE BENEATH PROPOSED STRUClURE. 7. ELEVATION OF TOP AND BOTTOM OF BULKHOOS AND PILES WITH RESPECT TO MLLW. 8. />-Rf.A AND PROFILE OF AN< PROPOSED DREDGING WITH ELEVATIONS SHOWING DEPTHS WITH RESPECT OF MLLW. 9. ANY SPECIAL CONDmONS AFFECTING THE CONSTRUCTION OR AFFECTING BOATING OPERATIONS. 10. EXISTING STRUCTURES SHALL BE SHOWN IN LIGHT DASHES. NEW WORK SHALL BE SHOWN IN HEAVY SOLID LINES. PROJECT TITI.E: RH INE CHANNEL GUEST DOCK HARBOR CONSTRUCTION STANDARD DRAWINGS CllY OF NEWPORT BEACH BUILDING DEPARTMENT PROJECT ADDRESS: 610 (D) LI DO PARK DR, NEWPORT BEAC H, CA, 92663 TITLE SHEEf & SPECIFICATIONS HARBOR RESOURCES APPROVAL DWG. SCALE: DA TE PROPERTY OWNER NAME: FRANK TRAN TEL£PHONE NO. 949-644-3340 (FRANK TRAN) AS SHOWN .AJLY DRAWING NO. ADDRESS: 3300 NEWPORT BLVD. P.O .BOX 1768, NEWPORT BEACH, CA BY: ____________ _ DATE: ______ _ SHEET-O1 >-a, "' C: :, .s:: u I ., ~ "' .D -0 ., -C: ·c a. "' 3' -0 N 0 ,!. :,: V) I ... ,... -0 / "' 0 m I / "' 3' 0 -0 -V> .c u 0 ., m ,:: &. i z / E .s:: "' / ., -u ., 'o' L a. / c:, ,... 0 N ' ... a) 0 I a) N I ,... 0 w ~ 0 !z ii: fl. DESIGN CRITERIA / GENERAL NOTES 4. e. Pilings and Anchorage: ( I) Piles shall be the products of manufacturers and contractors regularly engaged in the production of such items for marine consh11crion. Typical materials approved for pile materials include: I. Pre-stressed concrete, 2. Steel, or 3. Higb-strengtl1 composite materials. Timber piles are not allowed. (2) Unless subsurface soil materials prevent tl1eir use, pilings shall be pre-stressed concrete. Portland cement shaU be ASTM Cl50 Type 2 . Water fo r mixing and curing shall be fresh, clean and potable. Aggregates shall confonn to ASTM C33, Size Number 67, and be free from any substance that is deleteriously reactive with the alkalis iu the cement. Admixtures, if used, shall confonn to the requirements of ASTM C494 and not contain chlorides. Corrosion inhibiting concrete admixtures are encouraged. Pre-stressing steel shall be uncoated, seven-wire sb·ess relieved strand with a min imum ultimate stress of270,000 psi confonning to ASTM A4 I 6. Ties and spirals shall confo1m to ASTM A82, cold drawn. Piles shall cure and reach a strength of not less than 4,000 psi before de-tensioning and cutoff of the strands. (3) Guide rollers shall be fabricated from polyethylene, UHMW, polyolefin or polyurethane roller or plate material As an op1ion to the use of rollers, UHMW rub blocks may be used. Minimum thickness of a rub block shall be 2 inches, with attachment bolts countersunk into the UHMW material. (4) Any structural steel components used in the marine envi.ronment shall be hot-dip galvanized or epoxy coated per manufacturers recommendations, or A316 stainless steel. (5) Steel piles must be painted with a non-toxic coating tbat prevents or inhibits 1he corrosion of the pile base material. Design of steel piles shall include a 1/8-inch additional corrosion allowance. Coatings must be maintained to prevent growth and wear from the guide roller assemblies. Rollers should be cleaned periodically to prevent shell fragment build-up from further deteriorating the coatings protecting the steel piles. For added steel pile protection, sacrificial anodes may also be designed and installed to limit conosion, and UHMW plastic pile wraps can be installed to limit wear of the steel surface from guide roller friction. (6) Installation Crite,ia: (a) Piling shall be installed by a licensed contractor regularly engaged in 1he business of pile driving. Care shall be taken in the handling and driving of piling, to prevent spalling, cracking or other damage. Contractor shall install piles per approved local, state and federal requirements. Jetting may be perm itted•with State and Federal approval. (b) Tolerances: 1) The eleva1ion of the head of piles shall be within one inch of designer top of pile elevation. Minimum pile top elevation for dock systems shall be + 12.0 M LLW in protected areas of the Harbor. Applicant shall consider pile top elevation of +13.0 for facilities in or near the Harbor Entrance, due to more severe environmental conditions encoulltered in tlte location. 2) Piling shall be installed ve1tically plwnb within tolernnces defined in the construction documents, bur in no cases more than 2.5% out of vertical plumb, and 4 inches out of horizontal location. (c) Records and Certifications: I) Records of pile driving operations shall be maintained under the supervision of the Engineer of Record, and made available to the City upon request. 2) Upon completion of the pile driving operation, the engineer shall cenify that the pilings were installed in accordance witb the design and these guidelines. Such cenification shall be on the Engineer's lette1i1ead and bear the Engineer's stamp, and shall be submitt~d to the City Building Department prior to issuance of the cenificate of occupancy. f. Alternative and/or Hybrid Materials Alternative materials such as recycled plastic, PVC, and others, which can show a demonstrated experience and useful lifespan in the marine environment and usage, can be pt·oposed to the City ofNewpon Beach for consideration. The decision oftbe City of Newport Beach regarding the use of altemative or hybrid materials wi II be final. APPURTENANCES a. Locker Boxes: Individual locker "dock'' boxes may be provided for slips, and may provide housing for electrical and mechanical services. Locker boxes shall be securely attached to the dock surface. All dock boxes should be located on finger fillets; i.e., the intersection of the fmger and the main or headwall<, on the triangular dock surface. Locations other than on a finger fi llet require the approval of the City. Locker boxes installed in the path of travel tl1at limits safe pedestrian access will not be allowed. Minimum clearances for safe pathways are as follows: 2 feet c lear on fingers, 3 feel clear path on main and headwalks. Lockers boxes shall be made of 1/8 inch minimum thick fiberglass or cross-linked polyethylene. Flammable materials shall not be kept in locker boxes. b. Cleats: Cleats shall be designed to accommoda1e boats and loads appropria1e for their location. A minimum of two cleaLS on each side of a finger is required. Clears shall be hot-dip galvanized, and attached to the dock system by means of through-bolts of adequate size to transmit loads berween boa1s and the dock system. c. Bumpers: Bumpers shall be installed on dock surfaces that will come into contact with boats. Outer corners of fingers should be protected with con1er bumpers or dock wheels. Bumper material shall be vinyl products, or those that have been approved by an Engineer, licensed to practice in the State of California. Water retentive material such as n1gs, or salvage materials such as tires, shall not be used. lnstall bumpers with aluminum or stainless steel nails or screws. d. Boarding Steps: Boarding steps shall not be kept on main walks. Boarding steps may be kept on, or attached to, finger floats, but in no case shall boarding steps on finger floats occupy more tban one-half of the width of the finger float. Boarding steps shall be light-weight and not used for storage, unless the supporting dock section has been specifically designed for the additional dead and live load. Boarding s teps shall not be permanently attached to the outermost 5 feet of any finger float. e. Life Rings: Life rings shall be installed in strategic locations on commercial docks. Life rings for residential docks are encouraged, but not required. 5. f. Dock Ladders: Dock ladders shall be installed in strategic locations on commercial docks for safety purposes. Ladders shall extend into the water by at least 3 feet, and be consttucted of materials tliat resist co,rosion and prolong ladder life. Ladders may be provided with the ability to swing out oftbe waler in ordeno allow for special recreational uses of the docks. Ladders for residential docks are encouraged, but not requi~I. ACCESSIBLE GANGWAY COMPLIANCE a. General (1) Landside facilities of commercial docks and of docks serving new multi-family developments shall meet all accessible requirements for the path of travel from the street and park.iJ!g lot, 10 the gangway and down to the docks. (2) Walking surfaces of gangways shall have a non-skid finish, such as punched metal, unpainted timber, or grit impregnated metal, painted non-skid coatings, etc. (3) Gangway Support: Connections between gangways and the adjacent bulkheads or platforms shall be designed by a licensed engi?eer, and comply with the following minimum requirements: (a) Gangways sh~II be suppor1ed by the bulk.head or platform through a mechanical connection system, such as face-mounted plates or clip angle hangers with saddles, shackles or pins, anached to the bulkhead or platfo1m with • poured-in-place anchor bolts or epoxy-anchored tlu-eaded studs. Minimum diameter of bolts shall be 5/8 inch, and material for bolts in contact with concrete or treated lumber shall be A304 stainless steel. (b) The hinge and supports shall be capable oftransfe1Ting full dead and live loads generated by the gangway to the mechanical connection system. (c) Steel angles, plates and 0U1er sections utilized in these connections shall be minimum A36 grade and have a minimum thickness of 3/8 inches. Any exposed edges of plates that may potentially be in the path of trnvel or in contact with foot traffic shall have beveled or rounded smooth edges. (d) All steel members and hardware shall be galvanized, or coated with a fonnulated non-toxic coating system designed specifically for the marine environment. (e) The gangway shall be restrained from liftiitg out of the suppon saddle during extreme high tide elevations, wilhout interfering with rotation at the gangway hinge. ( 4) Gangways shall be braced in the horizontal plane 10 prevent lateral deformation. The bracing system can consist of diagonal supports w1thm or under the gangway framing system, plywood sheathlng, or by decking designed to act as a shear transfer membrane. b. Commercial Docks: Commercial docks servicing the public will be required to meet all applicable requirements relating to accessible compliance requirements. (I) Design live loads for gangways shall be a minimum of50 pounds per square foot for gangways functioning strictly for access to the dock system, and a minimum of 100 pounds per square foot for gangways that can be used as a staging area for passengers boarding vessels. The maximum allowable deflection of a gangway or bridge at midspan is U240, with U360 suggested for walking comfon. (2) Gangway slopes shall meet cunent state and Federal requirements for safety and access compliance, where applicable. (3) All commercial gangways shall be accessible compliam. (4) Gangways shall be equipped with self-closing, self-latching gates at the bulkhead end of the gangway. Gates shall not open into intersecting walkways. (5) All walking surfaces shall be provided with a commercial grade non-skid surface. Wom or slick non-skid swfaces shall be repaired immediately upon notice. Non-skid walk.iJ!g surfaces shall be maintained and/or re-applied at a minimum of every six (6) months. The maximum allowable gap in adjacent walking planks or surfaces shall be½", and the maximum vertical height differential between adjacent planks or surfaces sltall be¼" . (6) All gangways shall be equipped with transition plates at the bottom of the gangway, and if fabrication details include gaps in the binge transition of more than ½ inch, at the top of gangway as well. These transition plates shall be of non-skid surface material and provide the transition from the gangway platform ancVor dock, onto the gangways. Al I transition plates shall have a slope no steeper than I :8 for accessible gangways not required to be accessible, and I: 12 for accessible gangways. Transition plates shall have rounded edges along the path of travel and a height or thickness at the end of the plate of no greater than 3/8 inch. (7) Minimum clearance on the dock system around a gangway landing shall be 5'-0". (8) For additional discretiona1y gangways, other than the required accessible gangway, gangway slopes for commercial docks shall not exceed I foot vertically for each 3.0 feet of length, when die tide is at -1.0 feet MLLW. The minimum lengtl1 of commercial gangway shall be 30'-0". (9) Guard, mid and hand railings shall meet the requirements of the latest State of California Title 24 requirements . (10) Railings shall be designed to resist a load of 50 pounds per foot applied horizontally to the rail or a 200-pound point load applied vertically at any point along the length of all horizontal rails. c. Residential Docks: (I) Gangway slopes for residential docks shall not exceed I foot vertically for each 2.5 feet of length, during the full range of tidal swing elevations. The minimum lengtlt of residential gangway shall be 24'-0". (2) Minimum gangway clearance (within hand,·ails) shall be 2'-6" wide. (3) A 3-foot long toe plate, at the base of a gangway, is encouraged for ease of use and safety and to provide a continuous sloping paJh of travel, from the surface of the gangway to the Sllrface of the dock. A gangway bottom "step-ofr', if 1he toe pla1e is not utilized, shall not exceed 7 inches in vertical height. (4) Worn or slick non-skid surfaces shall be repaired immediately upon notice. Non-skid walking surfaces shall be inspected and maintained periodically for safety ptuposes. 6. (5) Gangway handrail heights shall be 34 to 38 inches above the gangway walking surface. Openings in rails of residential gangways shall not permit a sphece 12 inches in diameter 10 pass through. The gangway rail shall be designed to resist a load of 20 pounds per foot of horizontal force applied to the top of the rail. (6) Jf a residential dock system bas 25 or more slips, an accessible gangway system shall be designed with a minimwn design load of 50 pounds per square foot, and a maximum deflection of L/240, with a deflection ofL/360 suggested. SPECIAL FACILITIES a. Fuel Floats: (I) Locate boat-fueling docks near the entrance of the harbor, in an area that is protected from waves and rough water environmental conditions. (2) Fuel floats used for dispensing petroleum products shall be adequately desigoed and placed to provide maximwn service to the boater. Adequate guide piles or dolphins shall be required to provide pennanence, safety, and stability to the floating docks, and shaU be designed by a California L icensed Engineer with waterfront experience. Fuel floats must be designed to support the dead loads imposed by the disl;lensers, hose reels,. storage, pipe chaseways, etc. (3) Fuel facilities shall be in confonnaoce with Collllty, State and Federal codes, ordinances and law. Equipment, such as containment booms and absorbent pads, sliall be kept on the fuel dock to contain spills. (4) Fuel Floats shall contain all necessary fire fighting equipment-and systems, as deemed appropriate by the City of Newport Beach Fire Deparbnent. b. Sewage Pwnp Out Facilities: (I) Marinas with more than 50 boats are required to have at least one (I ) sewage pump out facility. Sewage pump out facilities shall connect to the nearest City of Newport Beach sewage line system. Refer to City ofNewpon Beach Standard Drawings for Public Works Construction for details of tl1ese connections. (2) Sewage pump out equipment shall be products that have been designed, tested and installed for the specific purpose of vessel sewage pump out. c. Floating Buildings: (I) To obtain approval from the City of Newport Beach Harbor Resources Division for the installation of a floating building, the applicant must provide compelling reasons that such a facility is necessary and is precluded from location on land. (2) Only commercial facilities are allowed to consider floating bu!ldings.'.Resideutial facilities are not allowed to have floating butldmgs. Potential floating bu ilding uses include restrooms, 1he dock.master's office, enclosures on a floating fuel dock, and boat rental office. O1ber uses may be considered, at the discretion of the City ofNewpon Beach. (3) Floating buildings are subject to the latest edition of all local, State and Federal building codes. d. Vessel Launching Facilities: (1) V~sel launching facilities may include vehicle la,u1ch ramps for trailered boats, concrete lallllch ramps with rails ancVor tracks for special vessel ca1Tiers, elevated travel lift launches, swing hoists on davits, and forklift launching. (2) AU launch facilities shall be designed considering the launching and vehicle loads imposed on existing ancVor planned structures. (3) Vessel launching facilities shall be designed in accordance with California Department of Boating and Waterways, Boating Facilities Division, "Layout, Design and Construction Handbook for Small Craft Boat Launching Facilities". e. Special Mooring Devices: . (I) Special vessel mooring devices may be required or desired for specific bertl1ing conditions-. Large vessels may require mooring ~ncVor breasting ?Olphios (pile groupings designed to resist large unpact and benhiog loads), benbing walls, or otl1er devices tliat facilitate vessel docking. (2) Special mooring devices shall be designed by a licensed engineer and geotechnical consultant, with experience in waterfront engineering. Special mooring devices shall be designed to resist berthing loads, wind, wave, and current loading for the localized area. f. Piers, Platfonns, and Wharves (1) Piers, platfonns, and wharves shall be designed by a California licensed Engineer experienced in waterfront stn1ctures. A geot~cbnical report, for pile design and installation, shall be provided that addresses special issues such as liquefaction potential, and the gravity and seismic support of the waterfront structure. The geotechnical report shall be prepared by a California-licensed Geotechnical Consultant. Refer to the Harbor Design Criteria for the various geometries allowed for piers and platforms that serve and provide access to residential floating doc.ks . (2) Commercial: Structures shall be designed for an assembly area live load of I 00 pounds per square foot (psf) as well as vehicle loads tl1at may be imposed on the structure for maimenance purposes. (3) Residential: Structures shall be designed for a minimum l.ive load of50 psf. g. Seawalls (Bulkheads): (I) Not i.ncluded (See Harbor Design Criteria) (2) Not included (See Harbor Design Criteria) (3) SeawaHs shall have a top elevation of 1101 less than 9.0 MLLW . Sea,~all elevations of I 0.0 MLL W or more, depending on location w1thm the bay and potential for wave or wake over-topping, are recommended. ( 4) The distance between seawalls and aU floating dock components shall be a minimum of one foot horizontal distance. (5) Seawalls shall be designed to resist all applicable venical and horizontal loads. 7. 8. ( 6) A minimum safety factor of 1.5 shall apply to gravity loads, and a minimum safety factor of 1.0 shall apply to seismic loading cases for the stability of seawalls. ( 7 ) Decking shall butt to the seawall cap, or cantilever over the top of the seawall, if approved. ( 8 ) Not included (See Harbor Design Critetia) ( 9) Seawall design requires a soils report from a California licensed geotechnical consultant experienced witl1 the design of waterfront structures. Any sloping surface on the water or landside of the seawall must be accollllted for in the calculations for the seawall. (I 0) AH concrete sh~ts used for seawall construcrion shall be designed as pre-cast, pre-stressed concrete elements. Sheet design shall provide for symmetrical distribution and sizing of strands, to prevent curvature of the wall. (I I) All seawalls or seawall alterations shall be designed by a California-licensed Civil or Structural Engineer. NOT INCLUDED (See Harbor Design Criteria) UTILITIES a. All utility lines in a floating dock system shall maintain clearances as outlined in "Layout & Design Guidelines for Marina Berthing· Facilities". b. Electrical Power and Lighting: C. (1) All electrical design shall be in accordance with the latest edition of the California Electric Code ( CEC) Article 555 -"Marinas and Boatyards", Cali fornia State Building Standards "Article E555 Title 24, and the California Fire Code (CFC). (2) Electrical systems shall be designed by an Electrical Eugineer, licensed by the State of Califomia, and shall be in accordance with the latest requirements of the City ofNewpon Beach. (3) An electric service connection shall be located at a minimum of every other slip. Electrical receptacles shall be waterproof and approved for marine waterfront exposure•. (4) Lighting shall be provided on all floating structures for pedestrian safety. All lighting shall be so designed as to provide sufficient light for safe pedestrian usage. AH lighting on landside structures and buildings shall be designed to provide a minimum reflection/glare on the adjacent water areas with consideration for lighting reductions io evening l1ours. (5) Electrical cables and conduits shall be fastened securely to the dock system and gangways such that Ute system is protected from damage by boats. AU electrical equipment shall be located above the harbor water level per CEC requirements at all times. If distribution cabling will be subject to water contact, cabling shall be rated for submersible use. All strapping supports for condu it shall be stainless steel. All electrical conduit and cables must be concealed within th.e dock system. (6) Transformers and panels located on the docks shall meet au requirements of the CEC. Several maintenance receptacles should be placed throughout the marina system to allow dock maintenance crews to use small electric tools without using metered power dedicated to slip renters. (7) Commercial Facilities: (a) Commercial facilities shall provide minimum lighting levels for public safety along the path of travel from land to the berthed vessel. (b) Lighting fixtures with a capacity of9 watts mow1t ed at heights between 1.5 to 3 feet above the floating deck surface in dock. boxes or on individual pedestals along t11e path of travel will generally meet U1is requirement. Fixtures should be located such tl1at lighting ltvels on the walking surface a,·e as uniform as possible. (c) In addition, pole-mounted l.ighting shall be provided to illuminate vertical access systems such a gangways, steps, and lifts, providing a higher level of illumination at vertical transitions in the path of travel. (d) Lighting systems shall be designed to provide light for the floating walking and access surfaces and not project light into neighboring properties and/or wate1· space. Special lens ancVor shields may be required to ensure that stray light is blocked and/or managed. (e) Plumbiog All lighting shall be controlled by photo cells ancVor timers, to assure that theu: operation is automatic and energy conserving. (1) Plumbing systems shall be designed by a Civil or Mechanical Engineer, licensed by the State of California, and shall be in accordance with the latest California Mechanical Code, California Plumbing Code, and California Fire Code. (2) One hose bib shall be provided for every 1wo (2) boats, as a minimum. Hose bibs for every boat slip are recommended for boater convenience and the reduction of clutter on the docks. (3) Backflow preventers shall be provided for all water supply syslems into the site. Pressure reducers or booster pumps may be required to meet pressure and flow requirements. ( 4) Refer to Section "Sewage Pump Out Facilities" for criteria for sewage system installations. (5) Supply waler and sewage piping shall accommodate the full range of tidal movement, via the installation of flexible hoses and/or mechanical swivel pipe fittings. All materials shall be suited for the salt-water marine environment and be rated as "Food Grade" materials. d. Fire Protection: (I) General: (a) All fire protection systems for marinas, wharves and piers s hall be in accordance with CFC. (2) Code Requirements: (a) Retroactivity of code p1·ovisions: At the option oftl1e Newport Beach Fi.re Department, the aulhority can make the conditions and provisions of applicable current codes retroactive, if deemed necessary for public safety. Otherwise, the provisions of applicable codes that existed or were approved for construction or installation prior to the effective date of tl1e standard shall apply. IJ. (3) Fire Department connection/s (FDC's), backflow preventers and pressure reduci11g assemblies or booster pumps if required, firehose cabinets, fire standpipes and portable fire extinguishers shall be provided on the docks, as required by Code. Meet City of Newport Beach Fi.re Department requirements for periodic hose testing and replacement. ( 4) Commercial Facilities: (a) All commercial dock installations shall be provided with a fire fighting system, approved by the City of Newport Beach Fire Department. If the City water pressure is not adequate to produce pressures necessary to meet special City and Code requirements, an auxiliary booster pump system may be required. (b) All new and existing marinas and boating facilities shall meet U1e requirements described in "Cases" as made part of tl1is Design Criteria. The purpose of these requirements is to facilitate safe boating navigation, as well as provide fire-fighting capability. (5) Residential Facilities: (a) Fire protection systems for single-family residential docks are optional, although .highly recommended. The residential owner should contact their insurance carrier for any policy requirements associated with providing a fire protection system. (b) Fire protection for multi-family or condominium residential docks, piers and floats are required to have a fire protection system meeting City and Code requirements. 9, ENVIRONMENTAL a. Commercial Facilities: (I) All commercial facilities shaU prepare a Best Management Practices plan to document environmental practices to be applied to daily operations. Plans shall address in-water maintenance limi1a1ions, storage and handling of hazardous and/or waste products common to the boating community, and emergency response to chemical spills. (2) Commercial facilities shall provide a means for vessels to pump out their bilge 1anks and the wastewater products taken to an approved treatment and disposal facility. 10. NOT INCLUDED (See Harbor Design Criteria) LANDSIDE DEVELOPMENTS (Commercial Only) A. Landside developments of waterfront projects are subject to City ofNewpon Beach Planning & Building Department requirements. B. See State ofCalifomia Deparbnent of Boating and Waterways "Layout and Design Guidelines for Marina Berthing Facilities" ;latest editic,n, for minimum requirements for landside facilities, in support of waterfront developments. C. Landside requirements for marina projects include location and design of restroom facilities, minimum parking requirements and access compliance. RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be r eliable, Cit y of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. HARBOR CONSTRUCTION STANDARD DRAWINGS CllY OF NEWPORT BEACH BUILDING DEPARTMENT HARBOR RESOURCES APPROVAL DWG. SCALE: DAlE AS SHOWN .AJLY 28. DRAWING NO. BY: ______________ _ DAlE: SHEET 02 ~ F 0. 5 r I:! c