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1600 Selva Marina Drive 14-00000328 (Bridge for carts) J3"^ CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 r� INSPECTION PHONE LINE 247-5814 �fit �• Application Number . . . . . 14-00000328 Date 3/31/14 Property Address . . . . . . 1600 SELVA MARINA DR Application type description COMMERCIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 ---------------------------------------------------------------------------- Application desc GOLF CART BRIDGE FOR CARTS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SELVA MARINA COUNTRY CLUB BARCO-DUVAL ENGINEERING INC 1600 SELVA MARINA DR 1462 HEATHER GLEN LN ATLANTIC BEACH FL 322335616 MIDDLEBURG FL 32068 (904) 772-1313 --- Structure Information 000 000 GOLF COURSE BRIDGE FOR CARTS Occupancy Type . . . . . . BUSINESS ---------------------------------------------------------------------------- Permit . . . . . . COMMERCIAL ALTERATION/OTHER Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee 50 . 00 Issue Date . . . . Valuation . . . . 10000 Expiration Date . . 9/27/14 ---------------------------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 DEV REVIEW-PUBLIC/INSTITU 50 . 00 ENG REV PRE APP > 3 HRS 25 . 00 STATE DBPR SURCHARGE 2 . 00 ----------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total 50 . 00 50 . 00 . 00 . 00 Other Fee Total 79 . 00 79 . 00 . 00 . 00 Grand Total 229 . 00 229 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. UILDING PERMIT APPLICATION uCITY OF ATLANTIC BEACH : ART07 014fILE C0PY ' 00 Seminole Road,Atlantic Beach, FL 32233 M �— Office (904) 247-5826 Fax(904)247-5845 B Job Address: 1600 Selva Marina Drive Permit Number: Legal Description See Attached Parcel# See Attached Floor Area of Sq.Ft. NA Sq.Ft N/A Valuation of Work $ 10,000 Proposed Work heated/cooled N/A non-heated/cooled N/A Class of Work(circle one): R—eNq Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Residential If an existing structure,is a fire sprinkler system insta le (Circle one): Yes No Florida Product Approval#N/A For multiple pro` ucN use product approval form Desefibe in detail the type of work to be performed: Construct new golf course bridge abutments Property Owner Information: Name Atlantic Beach Partners.LLC Address: 414 Old Hart Road. Suite 502 City Fleming Island State FL Zip 32003 Phone 904-264-655 E-Mail or Fax#(Optional)904-269-2729 Contractor Information: Company Name: Barco Duval Engineering Qualifying Agent: Shane Ricci (CGC1517937) Address: 7587 Wilson Blvd. City Jacksonville, State FL Zip 32210 Office Phone 904-772-1.313 Job Site/Contact Number 904-772-1313 Fax#904-771-7912 State Certification/Registration#CBC057508 Architect Name&Phone#N/A Engineer's Name&Phone#Baker Klein Engineering Debbie Klein (904)356-8520 Fee Simple Title Holder Name and Address Atlantic Beach Partners, 414 Old Hart Road. Suite 502.Fleming Island.FL 32003 Bonding Company Name and Address N/A Mortgage Lender Name and Address N/A Application is hereby made to obtain a permit to do fire work and installations as indicgd, I certify that no work or installation has commenced prior m the issuance of a penrrit and tlmt al!wank�t,ill be per famed to meet the standards of all lawndating catstructiorr in this jurisdiction. This permit becomes roil! and cold f work is not conrnrenced wltlrin six(d)morrdrs, or if carrstr uctian a work is sended or abandoned for a period of Ar[6J nrorrdrs at any time after work is carunerrced 1 tunderstmtd drat separate permits must be secured for Electric1 orA Phunbing,Signs, {yells,Pools, Pill, Boilers,Heaters, Tacks and Alr Cotedltloters,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. l hereb certify that!have read acrd examined this a plication and know the same to be true and correct. All provisions of laws and ordirrarrces governing iIris type of i+lork will be complied with whather spec-red herein or not. The granting of a permit does not presrmre to give authority to violate or cancel the provisions of any other federal,state,or•local tart,regulating constriction or the performance of constriction. Signature of Owner Afe , , 1�//c3ztt.Signature of Contractor Print Name 4. � �Jj���u� WBGt�Print Name ,v f Sworn and subscribed beforp me Sworn to and subscribed before�mf this � of 20/ this k A*FA�1414NNAN 20 r �� P blic Notary Public Nota u "�'�f°'' L°' SANDRA SPENCER .i;;t` '' Commission No.EE 183470 :�: •= MY COMMISSION#EE089096 Revised 01.26.10 EXPIRES June 04,2015 ;39 ` FloridallotaryService.com (1078-0153 i Prepared By and Return To: f E COPY Frank E.Miller,Esq. 225 Water Shred,Suite 1750 Jacksonville,Florida 32202 ., Permit No. /It G 32ff Tax Folio No. AMENDED NOTICE OF COMMENCEMENT THIS AMENDED NOTICE OF COMMENCEMENT AMENDS THAT CERTAIN NOTICE OF COMMENCEMENT RECORDED JANUARY 14, 2014, IN OFFICIAL RECORDS BOOK 16660, PAGE 1338, PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. THIS AMENDED NOTICE OF COMMENCEMENT IS BEING RECORDED IN ORDER TO ADD A PARTY FOR NOTICE UNDER ITEM 9 BELOW. State of Florida County of Duval THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Amended Notice of Commencement. 1. Description of property (legal description of the property): A portion of tax folio No. as more particularly described on Exhibit"A"attached hereto. 2. Street address(if available):.1600 Selva Marina Drive,Atlantic Beach,FL 32233 ;U 0;0;uzo mpo c nC� 03 3. General description of improvements:. New Construction of golf course,restroom O Z�- building,cart barn and maintenance building g 4. Owner information: �_N o rn 0 o (a) Name and address: cc Atlantic Beach Partners,LLC zi 3 414 Old Hard Road,Suite 502 0 Fleming Island,FL 32003-3411 0 (b) Interest in property: Fee Simple. D r ' (c) Name and address of fee simple titleholder(if other than Owner): N/A 5. Contractor(name and address): MacCurrach Golf Construction,Inc. 3501 Faye Road Jacksonville,FL 32226 Phone: 904-646-1581;fax: 904-646-0996 6. Surety: (name and address): 7. Lender(name and address): Country Club Funding,LLC c/o Commercial Loan Administrative Solutions,Inc. Attn Rae Jean Zaricor 4720 US Highway 17,Suite 204 Fleming Island,FL 32003 JAX ACTIVE 3396455.1 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by§713.13(1)(a)7.,Florida Statutes: (name and address). 9. In addition to himself, Owner designates Commercial Loan Administrative Solutions Inc. Attn: Mindy Lemen 3168 US Highway 17, Suite D.Fleming Island,FL 32003 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. 10, Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR, LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ATLANTIC BEACH PARTNERS,LLC,a Florida limited liability company By: Wood Development Company of Jacksonville,a Florida corporation,Its Managing Member i f By; <Z17-- J es R.Wood President STATE OF FLORIDA } }SS COUNTY OF DUVAL } I Sworn to and subscribed before me this S day of�,2014, ames R. Wood,President of Wood Development Company of Jacksonville, a Florida corporation, Managing Member of ATLANTIC BEACH PARTNERS, LLC, a Florida limited liability company, on behalf of the company. SAN��` SPENCER (Print Name pd�spencer NOTARY PUBLIC .,Av*"� MY COMMISSION#EEOg90� State of Florida at Large EXPIRES June 04,2015"yc"I Commission# (407) My Commission Expjrbs: Personally known V or Produced I.D. Type of Identification.Produced: JAX ACPIVE 3396455.1 2 i MAP S_HOWING SKETCH AND LEGAL DESCRIP77ON (SEE SHEET 2 OF 2 FOR SKETCH) LEGAL DESCRIPTION, LOT 1, BLOCK 9, SELVA MARINA UNIT NO. 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK t 30, PAGES 29 AND 29A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH A POR710N OF SECTION 8, SECTION 9, SECTION 16 AND SECTION 17, TOWNSHIP 2 SOU7K RANGE 29 EAST, AND BEING MORE PAR77CULARLY,DESCRIBED AS FOLLOWS: I j BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1, BLOCK 9; THENCE SOUTH 12'16'40"EAST, 752.34 FEET � ALONG THE WESTERLY RIGHT OF WAY LINE OF SELVA MARINA DRIVE(A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED), 75234 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY,. THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90.02'50", AN ARC DISTANCE OF 39.29 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 324445" WEST, 35.37 FEET TO THE POINT OF TANGENCY,• THENCE SOUTH 77.46'70' WEST, 163.32 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE WESTERLY ALONG THE ARC OF I j SAID CURVE, HAVING A RADIUS OF 225.00 FEET AND A CENTRAL ANGLE OF 46!20'33-, AN ARC DISTANCE OF 181.99 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 7903'34' WEST, 17707 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY- THENCE WESTERLY ALONG 7T4E ARC OF SAID CURVE, HAVING A RADIUS OF 175.00 FEET AND A CENTRAL ANGLE OF 445245; AN ARC DISTANCE OF 137,08 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 787939" WEST, 133.60 FEET; THENCE NORTH 0736'42"EAST ALONG THE OPEN WATERS OF SHERMAN S CREEK, 508.98 FEET TO THE SOUTHWEST CORNER OF SAID LOT 1, BLOCK 9; THENCE NORTH 1276'40" WEST ALONG THE WESTERLY LINE OF SAID LOT 7, BLOCK 9, 174.55 FEET TO THE NORTHWEST CORNER OF SAID LOT 1, BLOCK 9; THENCE NORTH 77'43'20"EAST ALONG THE NORTHERLY UNE OF SAID LOT 1, BLOCK 9, 300.00 FEET TD THE POINT OF BEGINNING. i SAID LANDS CONTAINING 279,418 SQUARE FEET AND/OR 6.415 ACRES, 44ORE OR LESS 1 I r i � 1 i 7PAT OREW YM W ThEF ORIq�u PURPOSES r�15 NNOOT�V�IRnRWM LICFASCD SURyE1S,77 AM'7 YAPPER TIAs rWA 1NM'SKE7R`( SHEET 1 OF 2 N07E$ DATE B 7-1J Bexi,De x.bn.w on NAD e3s0 LEGEND 2. We w a Sllfip!AMO LEGAL SRPP17f1W(1107 A SU WYJ SCALE occur ravo7Ert uaAAmr7 a Unlen olnxelre now.we eor w o7 Ne pwe f f moy be da—ld o1 fe ilwds O lR7rotn R77oe JL1B No. zo—`7 i6-e by 5f ole x Gor 101 AyenokR hw nof b~dlfxmiud oed my OebMty r Wlha ' Mxe Nom k not the ru."Illy of the mdwsiw A o,(:y R y�P a A>St>G • i I. 7Mre—Y be R1.11kAenr x E.—I.of Revd eWd--d by W.esami+"Ilm Ihel tEs P000 - ho s no7 b—doer hero,. (��l 7roM faxo nr COMA 01. f3-7h6drp Grown by WJb1 j RICHARD A. MILLER & ASSOCIATES, INC. PROFESSIONAL LAND SUWK'7T1P5 6701 REACH BOULEVARD,SIRTE 200 FvA.(60I)77)-5758 TI AOMMMAMS THAr MAY BE USER NINS SURWY ,ULIfSONWI&FIORWA 32215 7 N.(001)771-7726 APWWAROM DffW7nV A1IBREYAWN DETWWN C.P. Mmmenl LonW Peh! B `k—.D BurNsra Ms E m ngw7 nMT tc'tiQILH Yo trot oRrnrm r mr MOMRs weFA P.RY Px tm 1 Re/tlence Llonomenl S R erect Isnd SVNym w W'onuol nN NA®WAr[wW ne STAmYor U P.Rfl Pohl o!BsRlmha 1 Ax7s tie(heft Aulhor7fy yuo.lo¢r rorb,dT R[limn eoNo o'MWOm..w s�xiurs L'__ (fll..rirr Ep([,UAM, Epyy"nmf Aw to,w.a[N rN..rm.sfn. l�,,pawmr slci7-aA naa P.I PobA'ii of 7onyency A/C Ab Condllb e, AoiMipupK f:ooL IIrIYAxr m r[csM n,naw n.rurtr, P.A.C. Pohl of R�nrn Llwwfure A.7.Y. DWI We" i JegqJA I a7rolwwclbn (p�yL� .o , RRV. Ue ed 8oW mds Ibbrnw RV J Rodes pvds B. Diie gg�� Arc L.nMwewr uok . &R.L BUNde�g Rrrlr/c7bn Lin G� DYie a'g'.'n'7rd AW.x+"dso"de p UMM,A LRO ,ST Of FLORIDA, REC1 7FRED Erml fesmrnl V Men Pto. LAND SUR C T7r7CA7E Al.SBIJ Lyne. canx.le G:lbackup0627131drawinpalprojeL•tdP•TSELVA MARINA113-14-B.dwg I i t i � - _ l ------------ r MAP SHOWING SKETCH AND LEGAL DESCRIP77ON (SEE SHEET 1 OF 2 FOR LEGAL DESCR/P7)ON) i � I j 9 1 2' POINT OF BEGINNING NOY7WASr CORAM? ' 1 Lor i.SLOCAr 0 Sa VA UA~(AW Na 5 1, pa3a pa 2p N77-43i '20"E 300.00 i I 1 BLOCK 9 LOT a U V LA 1 � I c i U C Z 1 9 ! rn �yA 0 Lp I U O O 9 f I 4 I i A R=175.00' 0a 137.08 5 " 577'4b,10.W 163.32 C8=N78'19'39"W R=225.00' CH-1J3.60' D=462033" L=181.99'. R=25.00' CB=N79 OJ 34"W D=90 02 50" CH-177.07' L-39.29' i CB-SJ2'44'45"W CH�35.3T SHEET 2 OF 2 AfNREWXM WAr rAr or um r IM=Mn r LEGEND DA 7E a-1-U AmiEWROR tJEIIl110r SCALE >8 lRf r' ��ffp� Affemtlurfw fR7iN8W Q oaoxs amara YafYYm 5C No 1 - f!4d Pawl R•brrre ffwn.wrf L'Am OA mors f/7•wtW v*7 F.D. - LL •b AYfOpRy WN YM,R Wfff AmgG page PAC P•1fI ff+wr r�Lun lzR GUN r� • wave POEfaro down b� 1J-1 . ILP �► """'" "-Ir" RICHARD A. MILLER & ASSOCIATES, INC. pP••pQ�� ((( py n --b PRWESPOWL LAAO SMVVK PS I A�mo�oyMRnbfefian LIw . b rr "n.d M Kva6 /7W BEAO/BOLtffMA4 SU1E 200 !ar(/P�Wf�))771-373! c ne. c wNP'°: .UE7L9oNNttG Fl.ORfON 37716 Tile.3w rn-IS7s . G.tKk fp062713WnrMnpslproje UV*-TgELVA MARINA113-14-B.dwg :..._.__.._...�=ter r.., +�•�,���, FILE COPY Ellis SAssOC1981 L44 Y E A R S 0 F _ Geotechnical ■ Materials Testing ■ Environmental ■ CEI Services Integrated Engineering Services k� ocia(cs.Inc. REPORT OF GEOTECHNICAL EXPLORATION CART BRIDGE BORINGS ATLANTIC BEACH,FLORIDA E&A PROJECT NO.4048-0005 Prepared for: Atlantic Beach Partners,LLC 414 Old Hart Road 502 Fleming Island,Florida 32003 Prepared by: Ellis&Associates,Inc. 7064 Davis Creek Road Jacksonville,Florida 32256 February 26,2014 44 E111F.9,ftsocWte-SUL Y E A R S . Geotechnical ■ Materials Testing ■ Environmental ■ CEI Services Integrated Engineering Services February 26,2014 Mr.Rick Wood Atlantic Beach Partners, LLC 414 Old Hart Road 502 Fleming Island, Florida 32003 Reference: Report of Geotechnical Exploration Cart Bridge Borings Atlantic Beach,Florida E&A Project No.4048-0005 Dear Mr. Wood: Ellis&Associates,Inc.has completed the requested geotechnical exploration in general accordance with our proposal dated February 10, 2014. The exploration was performed to evaluate the general subsurface conditions within the proposed cart bridge and to provide the results of our geotechnical exploration. We appreciate the opportunity to be your geotechnical consultant on this phase ofthe project and look forward to providing the materials testing and observation that will be required during the construction phase. If you have any questions,or if we may be of any further service,please contact us. Very truly yours, Digitally signed by Joey Broussard ELLIS& ASSOCIATES, INC. o e\/ DN:c=US,st=FL,1=Jacksonville, J o=Ellis and Associates.Inc., ou=Jacksonville-authenticated by LRA,cn=Joey Broussard, Broussard email=j.broussard@ellisassoc.com Date:2014.02.26 10:21:59-05'00' Seth Morla,E.I. Joey Broussard,P.E. Staff Engineer Senior Project Engineer Registered,Florida No.58233 Distribution: Mr. Rick Wood—Atlantic Beach Partners,LLC 1 pdf 7064 Davis Creek Road Jacksonvil, 32256 p:904-880-0960 f:904-880-0970 Serving the Southeast since 19 Offices: Jakonville,FL and Brunswick,GA e1I ssoc.c 1mE1Ns8,Assoc19es*-- Cart Bridge Borings TABLE OF CONTENTS Subject Page No. 1.0 PROJECT INFORMATION..................................................................................................I 1.1 Site Location and Project Description....................................................................................1 2.0 FIELD EXPLORATION.........................................................................................................1 3.0 LABORATORY TESTING....................................................................................................1 4.0 GENERAL SUBSURFACE CONDITIONS..........................................................................1 4.1 General Soil Profile................................................................................................................1 4.2 Groundwater Level................................................................................................................2 5.0 REPORT LIMITATIONS.......................................................................................................2 FIGURES Figure 1 Site Location Plan Figure 2 Field Exploration Plan Figure 3 Generalized Subsurface Profiles APPENDICES Appendix A Soil Boring Logs Field Exploration Procedures Key to Soil Classification Appendix B Laboratory Data Laboratory Test Procedures 4048-0005 i February 26,2014 Ellisal Associates inc. Can Bridge Borings 1.0 PROJECT INFORMATION 1.1 Site Location and Project Description The project site is located at the existing Selva Marina Country Club, 1600 Selva Marina Drive in Jacksonville,Florida. The general site location is shown on Figure 1. At the time of our exploration,the site was developed,with surface cover consisting of grass and trees. The site was relatively level with a slight slope downward to the creek. An existing golf club was located adjacent to the explored area. Project information was provided via several discussions with Eng.Debra Klein,P.E.of Baker Klein Engineering. We understand subsurface data was needed adjacent to the existing cart bridges within the golf course. We should be contacted if any of the above project information is incorrect so that we may reevaluate our recommendations. 2.0 FIELD EXPLORATION We performed a field exploration on February 6, 2014. The approximate boring locations are indicated on the attached Field Exploration Plan(Figure 2). Our personnel determined the boring locations with a representative of your office.The boring locations on the referenced Field Exploration Plan should be considered accurate only to the degree implied by the method of measurement used. We located and performed two Standard Penetration Test (SPT) borings, drilled to depths of approximately 30 feet below the existing ground surface,in general accordance with the methodology outlined in ASTM D 1586 to explore the subsurface conditions for the existing cart bridge. Split- spoon soil samples recovered during performance of the borings were visually classified in the field and representative portions of the samples were transported to our laboratory for further evaluation. 3.0 LABORATORY TESTING A geotechnical engineer classified representative soil samples obtained during our field exploration using the Unified Soil Classification System(USCS)in general accordance with ASTM D 2488. A Key to the Soil Classification System is included in Appendix A. Selected samples of the soils encountered during the field exploration were subjected to quantitative laboratory testing to better define the composition of the soils encountered and to provide data for correlation to their anticipated strength and compressibility characteristics. The laboratory testing determined the percent fines and natural moisture contents of selected soil samples. The results ofthe laboratory testing are shown in the Summary of Laboratory Test Data included in Appendix B. Also, these results are shown on the Generalized Subsurface Profiles on Figure 3 and on the Log of Boring records at the respective depths from which the tested samples were recovered. 4.0 GENERAL SUBSURFACE CONDITIONS 4.1 General Soil Profile A graphical presentation of the generalized subsurface conditions is presented on Figure 3. Detailed boring records are included in Appendix A. It should be understood that the soil conditions will vary between the boring locations. Below the surficial topsoil,the borings generally encountered very loose to very dense fine sand(SP), loose to medium dense fine sand with silt(SP-SM)and loose clayey fine sand(SC)to termination. 4048-0005 1 February 26,2014 Ellin Associates w. Cart Bridge Borings 4.2 Groundwater Level Groundwater was encountered at each boring location and recorded at the time of drilling at a depth of 2.5 feet below the existing ground surface. We note that groundwater levels will fluctuate due to seasonal climatic variations,tidal fluctuations,surface water runoff patterns,construction operations, and other interrelated factors. The groundwater depth at each boring location is noted on the Generalized Subsurface Profiles and on the Log of Boring records. 5.0 REPORT LIMITATIONS Our geotechnical exploration has been performed,our findings obtained,and our recommendations prepared,in accordance with generally accepted geotechnical engineering principles and practices. Ellis&Associates,Inc.is not responsible for any independent conclusions,interpretation,opinions,or recommendations made by others based on the data contained in this report. Our scope of services was intended to evaluate the soil conditions within the area of the bridge structure. Our scope of services does not address geologic conditions, such as sinkholes or soil conditions existing below the depth of the soil borings. This report does not reflect any variations that may occur adjacent to or between soil borings. The discovery of any site or subsurface condition during construction that deviates from the data obtained during this geotechnical exploration should be reported to us for our evaluation. Also,in the event of any change to the location of the structures, please contact us so that we can review our recommendations. 4048-0005 2 February 26,2014 FIGURES Street Atlas USA.=.200 i an ,vo.a'�'^rjOOw f N yy � as t = q,w d ow. 3. s ktY� J 'taE.farce k cr = '�S k +M 5 Approximate Site Location ZF wr] i _ b r ��n •D »��q RR F ST 1,M3 a-n_ 1r l �; � PM 61 MtrA 't1 "tea arww � w na A a� � Y i yy .� '1 fs wxs W \ lCV S♦ rtpgy 0. i M }tt'1 0.Lorrn•64M Ar�u Y[,A+90D] .,..w wiarm�cores • '• � � �j' w.rx I I Ellis S. Associates inc. Site Location Plan Cart Bridge Borings (V o Geotechnical ■ Materials Testing ■ Environmental 0 Integrated Engineering Services EB:998 Atlantic Beach,Florida 0 7064 Davis Creek Road Jacksonville,FL 32256 a p:90480-0960 t 904-880-0970 email:ellis@ellisassoc.com a serving the Southeast since 1970. Date:02/11/14 Project No.: 4048-0005 Figure 1 Offices: Jacksonville,FL-Brunswick,GA O V N N m LL N m U) R o U O L N a H O c @ `n @ L o mCO O '� 0] W • y L C) 's * s m @ q Q w O LL tr ¢ a i y V O cu fi Qj J u J E E 3 c .. �� W ■ WLL�oU 07 m vrn3 to �E N U N ' m $off F Of'oLLL ,. • - a y C m as ' N m d m m OJ v�mm ■ a 'o�� ro o m u e am 0 y, U� _ s Y a (n O o m o a ' W0 O uj X 2 aNr o A. m ¢ d S. 50009170v svr DEPTH,FEET M N C ate+ occm m LL O o 00 o dl 0 N q m Q v ,J) o ca a 41 W Z N yJ g m m !6 Q LL C FF a� V a 32 U A p p 8Z Q a W J Q N N N >N O W� W C LL z IL �LL N T DO mi e c pry Dr Z� U LL miJ �t pt m a w w3 D w n NO Nz O9 0 0 w Jm N = — eu I� N m Y< a R3 a y vi U Z a z 3 O � o E O _ p u Nm z ib c a m w m t 16 3 3 3 m m `z z <z< LL N Q z � - m "u. LL E > N h u ` mN m mN z NN 65 D C7 m(7 .4y m a g D �tz 0 gNO N ww �f�/1 >M Z H O _ m� O 8E wN w� W — = = = - - W o — — = - i= J u O Z N� N fn a c3 Z - d m ul 0 z o �= S Z O c o N N m 1334'H1d3O N APPENDIX A SOIL BORING LOGS FIELD EXPLORATION PROCEDURES KEY TO SOIL CLASSIFICATION Ellis&Associates■IC. Project No.: 4048-0005 Boring No.: Bl LOG OF BORING sheet 1 of 2 Project: Cart Bridge Borings Client: Atlantic Beach Partners,LLC Drill Rig: ATV Driller: M.Foster Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Suver Gel-X Casing Size: Length of Casing: Groundwater Depth: 2.5 ft Time: Drilling Date: 2/6/14 Boring Begun: 2/6/14 Boring Completed: 2/6/14 SHEAR STRENGTH v r W r (ks1) i z z y W r2 j z ~ O Pocket Penetrometer O W d -J J f..W Undisturbed Sample z W �-' d ix a Q W U rn z J Pocket Penetrometer LL W 2 d N Disturbed Sample W z � DESCRIPTION a > �W r-o u~i f v > ♦ Torvane F ri CM d g ?� z W V O + Unconfined Compression LU y N OJ ac z p Q ® Triabal Compression W M m I1 I1 0 10 20 30 40 0 1 2 0 Topsoil 2 1 LOOSE Light Brown Fine SAND With Shell 3 Fragments(SP) 4 4 LOOSE Dark Brown Fine SAND With Silt(SP-SM) 2 2 IIII 3 5 3 LOOSE Dark Brown Fine SAND With Silt,Trace2 3 5 Small Roots(SP-SM) I I I;I 3 6 TIT4 MEDIUM DENSE Dark Brown Fine SAND With4 4 Silt(SP-SM) 1 7 14 THT 10 VERY LOOSE to LOOSE Brown Fine SAND(SP) 2 1 5 2 3 3 10 2 6 2 3 5 15 N LOOSE to VERY LOOSE Gray Fine SAND(SP) 0 3 W 2 o 2 4 w 20 a N J W 0. C7 ui 0 m v 2 z 8 I 3 +: 2 3 0 25 In o Remarks 0 0 J Ellis a Associates bc. Project No.: 4048-0005 Boring No.: B 1 LOG OF BORING Sheet 2 of 2 Project: Cart Bridge Borings Client: Atlantic Beach Partners,LLC Drill Rig: ATV Driller: M.Foster Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 2.5 ft Time: Drilling Date: 2/6/14 Boring Begun: 2/6/14 Boring Completed: 2/6/14 SHEAR STRENGTH z z ? ~ W� (ks1) r W Q W Z F- �, Pocket Penetrometer 6 W d Vr J y J W Undisturbed Sample Z W [Y N W Q Q W V N Z J Pocket Penetrometer O Disturbed Sample a = � DESCRIPTION > of W z N v~, 2 v 5 V Toriane F- 3 Z W a Lla U O + 9 Unconfined Compression y p Q OJ x Z Q Q ® Triabal Compression N W m a a 1�1 0 10 20 30 40 0 1 2 25 LOOSE to VERY LOOSE Gray Fine SAND(SP) (Continued) VERY DENSE Gray Fine SAND(SP) 19 9 24 29 53 30 Boring Terminated @ 30 ft. 35 40 a a c� vi a U 45 a w a C7 0 0 v Z 0 50 m o Remarks c� 0 J Ellis&Associates enc. Project No.: 4048-0005 Boring No.: B2 LOG OF BORING Sheet 1 of 2 Project: Cart Bridge Borings Client: Atlantic Beach Partners LLC Drill Rig: ATV Driller: M.Foster Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 2.5 ft Time: Drilling_Date: 2/6/14 Boring Begun: 2/6/14 Boring Completed: 2/6/14 SHEAR STRENGTH vW F (�) ?W [-Ci LL, IL ro J y> W 5 Und sturrbeed Sampler Z LL W O a. a N V O O G DisttuuerbPenetrometer d Sample ter W+ _ � DESCRIPTION y > i-F z o t~ii 2 ti > ♦ Torvane ILa � 3 Z W< W N + O 0 Unconfined Compression N O Q OJ x C'Z ® Triabal Compression N m UJ a a M 0 is 30 45 60 0 1 2 0 Topsoil 1 LOOSE Light Gray Fine SAND(SP) 3 1 4 7 4 LOOSE to MEDIUM DENSE Dark Brown Fine 3 SAND With Silt(SP 2 -SM) I I;I;I 5 9 3 3 5 5 9 :ISI I I: 5 5 4 ;I;�;I:I; 7 12 MEDIUM DENSE Reddish Brown Fine SAND(SP) 4 5 5 11 16 12 10 VERY LOOSE Grayish Brown Fine SAND(SP) 1 6 1 5 + 1 2 15 a 0 0 1 w 7 1 2 0 20 a U) w LOOSE Gray Clayey Fine SAND(SC) 0 0 2 8 3 37 :+ z 4 7 0 25 M o Remarks 0 0 J Ellis&Associates inc. Project No.: 4048-0005 Boring No.: B2 LOG OF BORING Sheet 2 of 2 Project: Cart Bridge Borings Client: Atlantic Beach Partners,LLC Drill Rig: ATV Driller: M.Foster Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 2.5 ft Time: Drilling_Date: 2/6/14 Boring Begun: 2/6/14 Boring Completed: 2/6/14 V SHEAR STRENGTH z z z W F (kstl O W W Q w W Z Pocket Penetrometer a �O O J J F„W 5 Undisturbed Sample FF} a Q W V Lo Z J Pocket Penetrometer W LL W O Ix Il y Disturbed Sample J _ LU DESCRIPTION a > W $ ai g 0 c ♦ Torvdne F ZN r2 a 3 Z W a W S + O Unconfined Compression Np N OJ K Z 0 Q ® Triabal Compression UJ W N m I1 a 0 15 30 45 60 0 1 2 25 LOOSE Gray Clayey Fine SAND(SC)(Continued) LOOSE Gray Fine SAND(SP) 3 9 4 4 8 30 Boring Terminated @ 30 ft. 35 40 e Lu m N N i- i- Q U 45 a W vi 0 g a 0 a z2 0 H5O m o Remarks a 0 J 3 ' Ellis&Associates FIELD EXPLORATION PROCEDURES Standard Penetration Test(SPT) Borings The Standard Penetration Test (SPT) borings were made in general accordance with the latest revision of ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils". The borings were advanced by rotary (or"wash-n-chop") drilling techniques. At 2 '/2 to 5 foot intervals, a split-barrel sampler inserted to the borehole bottom and driven 18 inches into the soil using a 140 pound hammer falling on the average 30 inches per hammer blow. The number of hammer blows for the final 12 inches of penetration is termed the "penetration resistance, blow count, or N-value". This value is an index to several in-place geotechnical properties of the material tested, such as relative density and Young's Modulus. After driving the sampler 18 inches (or less if in hard rock-like material), the sampler was retrieved from the borehole and representative samples of the material within the split-barrel were containerized and sealed. After completing the drilling operations,the samples for each boring were transported to our laboratory where they were examined by our engineer in order to verify the driller's field classification. The retrieved samples will be kept in our facility for a period of six (6) months unless directed otherwise. Lai EllisUssociatesl�. KEY TO SOIL CLASSIFICATION Description of Compactness or Consistency in Relation To Standard Penetration Resistance COARSE GRAINED SOILS FINE GRAINED SOILS (Sands and Gravels) (Silts and Clays) N-Value Consistent N-Value Compactness 0—1 Very Soft 0-3 Very Loose —2-4 Soft 4-10 Loose 5-8 Firm 11—30 Medium Dense 9-15 Stiff 31—50 Dense 16-30 Very Stiff 51 and Greater Very Dense 31 and Greater Hard DESCRIPTION OF SOIL COMPOSITION" (Unified Soil Classification System) Group LABORATORY CLASSIFICATION CRITERIA MAJOR DIVISION Symbol FINER THAN SUPPLEMENTARY SOIL DESCRIPTION 200 SIEVE% REQUIREMENTS GW <5* z D60010 greater than 4 Well graded gravels,sandy gravels Gravelly soils Dao /(Dso x D1o)between 1 &3 (over half of Not meeting above gradation Gap graded or uniform gravels,sandy coarse fraction GP <5* for GW gravels Coarse larger than grained No.4) GM >12* PI less than 4 or below A-line Silty gravels,silty sandy gravels (over 50% GC >12* PI over 7 above A-line Clayey gravels,clayey sandy gravels by weight coarser SW <5* z D60/D10 greater than 6 Well graded sands,gravelly sands than No. Dao /(D6o x D1o)between 1 &3 200 sieve) Sandy soils(over Not meeting above gradation Gap graded or uniform sands,gravelly half of coarse SP <5* sands fraction finer than requirements No.4) SM >12* PI less than 4 or below A-line Silty sands,silty gravelly sands SC >12* PI over 7 and above A-line Clayey sands,clayey gravelly sands ML Plasticity chart Silts,very fine sands,silty or clayey fine Low sands,micaceous silts compressibility Fine (liquid limit less CL Plasticity chart Low plasticity clays,sandy or silty clays grained than 50) (over 50% OL Plasticity chart,organic odor or color Organic silts and clays of low plasticity by weight than Micaceous silts,diatomaceous silts, finer I No.than High MH Plasticity chart volcanic ash sieve) compressibility (liquid limit more CH Plasticity chart Highly plastic clays and sandy clays than 50) OH Plasticity chart,organic odor or color Organic silts and clays of high plasticity Soils with fibrous organic matter PT Fibrous organic matter,will char,burn or glow Peat,sandy peats,and clayey peat * For soils having 5 to 12 percent passing the No.200 sieve,use a dual symbol such as SP-SM. 'Standard Classification of Soils for Engineering Purposes(ASTM D 2487) SAND/GRAVEL DESCRIPTION SILT/CLAY DESCRIPTION MODIFIERS ORGANIC MATERIAL MODIFIERS MODIFIERS Sand/Gravel Modifier Or Organic Content Modifier Silt/Clay Content Modifier Content Trace 1%to 2% Trace <5% Trace <15% Few 2%to 4% With 5%t012% With 15%to 29% Some 4%to 8% Sil /Cla e 13%to 35% Sandy/Gravelly >29% Man >8% Ve >35% APPENDIX B LABORATORY DATA LABORATORY TEST PROCEDURES Ellis&Associates- SUMMARY OF LABORATORY TEST RESULTS Project: Cart Bridge Borings Client: Atlantic Beach Partners, LLC Project No.: 4048-0005 Natural Atterberg Limits Sample Organic Fines Moisture Liquid Plastic Plasticity Pocket Boring/ Depth Content Content Content Limit Limit Index Pen. Sample No. (ft.) I % % % % % (tsfl BI/8 23.5-25 3 26 132/6 13.5 - 15 5 37 132/8 23.5-25 37 48 [�Ellis a Associates LABORATORY TEST PROCEDURES Percent Fines Content The percent fines or material passing the No. 200 mesh sieve of the sample tested was determined in general accordance with the latest revision of ASTM D 1140. The percent fines are the soil particles in the silt and clay size range. Natural Moisture Content The water content of the sample tests was determined in general accordance with the latest revision of ASTM D 2216. The water content is defined as the ratio of"pore"or"free"water in a given mass of material to the mass of solid material particles. r i PM SG W13 - m 331 ll� m 336 R am \S1\ �. i� �\ ♦�� 'tl N R67! In i $'$^2 � - aJa --------- y .744 m law 8 Fo an m 11.33 ' -- t.• � I � � N 1\ I I R FO I1.N \ MH3THA Y EC 1603 -STA-11481 �$1C ' ' �io FM10 Z ^y �L 4Z O A 1 1 n Do tiM u Y � v i v q = m 17.M - 0 7 g nsa m R EG133 / FG i.34 $SIR0•114EG M I S m G J FC 11.00 �: �' e S FIV�581 u MSN 561 8z iG tU.82 y ! \ EG14.20 FG 1665 TOp r 052 �/ ,. EG ' FIEV� 1632 A-11` • g$ g{ THE PLANTATION UNIT 13 DOMINION ENGINEERING GROUP,INC. .9 9 Z q FOR PLANNERS AND ENGINEERS xygIi4 ELACORA JACKSONVILLE,LLC 4345 SoUn4KNT BLVD.SUITE 2 JACKSONVILLE,FEORH 32216 A a4114E TEL 9044504500 CA NUMBER:26821 FAX 9D4854-0`.AS -a� PLAN AND PROFILEe•G«^ S1Jr City of Atlantic Beach APPLICATION NUMBER i lam' Building Department (To be assigned b the Building De artment.) ` 800 Seminole Road / •» 32_ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 � Date routed: �d jf �? E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM _h?Property Address: CP �� dtrarin nt review required Yes No B ' Applicant: /'CU � li Planning &Zonin /J Tree ministrator Project: (�(� (, lic Work _ tilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPUCATION STATUS Reviewing Department First Review: DApproved. [—]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department To be assigned b the Building De artment.) 800 Seminole Road / 3Z Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 / E-mail: building-dept@coab.us Date routed..- City outed:City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM B Property Address: nt review required Yes No p Y (.& ' Applicant: reo r�'/� Planning &Zonin Tree ministrator Project: d L "Services _ Review fee $ Dept Signature : Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: - Date3 TREE ADMIN. Second Review: ❑Approved asrevised. ❑Denies PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denif::i Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach r APPLICATION NUMBER 7BY. °` TVED o be assigned b the Building De artment.) �s Building Department i 800 Seminole Road R 112014 - .3Z Atlantic Beach, Florida 32233-5445 r• Phone(904)247-5826 • Fax(904) 24 E-mail: building-dept@coab.us _ y Date routed: �d City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � nt review required Yes No B ' q Planning R Zonin Applicant: rC0 inJ Tree ministrator Project: d C lic Work 1 _ tilities ` Q � C�� / s Public Safety / Fire Services Review fee $ Dept Signature Review or Receipt Date of Agency Review or Permit Required of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District _ Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: EApproved. ❑Denie (Circle one.) Comments: BUILDING / PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:-- . Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied Comments: Reviewed by: Date: Revised 05/74/09 i,rayy City of Atlantic Beach APPLICATION NUMBER Building Department !To be assigned b the Building De artment.) 800 Seminole Road / �• 3Z s� Atlantic Beach, Florida 32233-5445 MAR,112014 Phone(904)247-5826 • Fax(904)?47-5845 = + �d E-mail: building-dept@coab.us (_��'_ _ Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: P //IQrlh B . n-ent review required Yes No _ Applicant: /'CU �'/�� Planning &Zonin /1 Tree ministrator tk Project: d L (; lic Vi t6ities �d C�e-s Public Sart ty Fire Sery t.es Dept signature Review fee $ � p Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denie- (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P Comments: PU IC UTILITIES PUBLIC AFET Reviewed by: _ Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Deniec, Comments: Reviewed by: Date: Revised 05/14/09 I,; I' "11'IIF � k 1 11'I6111 I 'I( l Ii ,I' ti l 11 . i 4: ��li �'lµililkl} {lillill'I19t1 `11 i1Illll'I IIItlltlke; Iii I { IPI hl „ >> sr ® I Erle 4 II 11;1 1 I1''P !{! it °f,fl tl �" IPO ` t �`I�` I! 14 ' 4 W �� y�:. Fi1tlll,,; 1111'111 {I�I Ill,l�'II, I,; ILII II. { DESIGN CRITERIA: �� m ��;,�� li!t�1£ 'R `,i ", I� ,Iu111 .1 :11 ,�iIII' ",� I,' f � 11i tr1 i -- .:...-- of (D 4j �� '� � (, .-� L4" I 111 1 6 I t i! , 0 1 Sgt I � �I! {.I I 'i +I 4aIt X11., �I I I1 ,i 1i -Z Z °• ' a i1'' ! Ia 11 l,l t,,, III I11� 1 I11 E szd m. ;,� _ '�' ,' £ l£!; III`°I IiI�,r �Ii MI 11�; DESIGN CODE, 2410 FLORIDA BUILDING CODE (FBC) .�, z� • ,N ,� -z 1� lsil III I !Ir " I I;1£ #1 #,I, 1'llt l, ,1, 1 IL'� of i' �I,f �� I�,I I III 1 I I s I,1 I d { I i�II A 1 � 1 � '���� I' � {! ' SII II I II 1 III III � 1 1 DESIGN WIND SPEED: 130 MPHZT 5 1. ., 'I .11 y I 1 ,Ill 1' ;� RISK CATEGORY I a y�.q�, 0W "' ; � _ , VI 1 .. t I I � g 1, t I 1 I'v Z . :.: rI l P , Q r 1 I 1 N -G Q 'I , I , ,. !' P , WIND XPOSURE. D Z w -7. •� 1 E �' I ��,w �. BRIDGE ABUTMENT; ry— -_ __ -_ _._._. - �� - w ,1 , �,l1 11 C ,.,,, �i E , , , , - -__ __ - - __. _._ _._. . . .. ___. _.-_ --- -. LLI .:" r. ;, , �., 1 ! ,1, , Iill EIGHT FOOT WIT)E BRIpGE. 50 PSF - - -- - - - __ --- - - - -. __ - - - - __ __ .-- -- --- ___ _ - __ --- -- - - __- __ - __- -- -- --- - - -_ - _- _ __ _ __ __ -- >: + , Ile, I Ii # A5 O ,� Z 41 W }1, 11 I11 TWENTY-THREE FOOT FOUR INCH WIDE BRIDGE: 50 PSF OR H15-44 I I - -� � J w z 1 + I IIll 11 1 1. i , I 1' _ - - - - - - - - - -- _ _. __. - - - - - -- - - - - - _ __ - - - - - - - - �,� xd Wo F t - �.; I° y ,I h,, III, Ilei £ I, 1"I r , I ,,,1 1 _ �... ,• i- .. QAC JZ ! , L I THE ABOVE DESIGN CRITERIA APPLIES TO THE ABUTMENTS ONLY. BAKER KLEIN -- _ -- _ _ ___ _-- .-_. .-- -- _.-- __ _ __ __ _. _L _ II m �, Y �, 11 . S.I li{ f£ I r 9I`III,. VI,. t 1 11� l ) cn ' I i Ik I !I ' I l l l I I ENGINEERING, P.L. MAKES NO REPRESENTATION AS TO THE CAPACITY OF THE EXISTING -- I -- -- - - _I o II a� a U� a w a W I'l l{' ' f I 11111 iI'M }' , _ /'A __ _ �_ _._ -._._ __. _.__ __._ _. __ __._ __ __ — __ __ — .___ .__ ___ _. ._. ; I I rn 0 D w cc U CC 0 III IL, i 1 PRE CAST CONCRETE ELEMENTS SPANNING BETWEEN THE ASSOCIATED ABUTMENTS - -- -- -- _- -- -. ___ _.. __ _._ ._.... _ _ _-- _-- -- -- __ _. __._ _ __ _.. __ __- -- _._ _.__ u w a m U. u ''`t I. ! I i I' I w1 I 11 1: I5 I- —. — _ — — -- --- ..._- — —_ --. .— .—. —_ —_ — — —_ — — .— —_ ---. ...— --- —_ --- — --- ---. _ _ — — _ — _I_ _._ _._ � 0- p z z 2 � ww � I III h§ 1 ,Irk , ! l # F- 0 a) w� W tt W . l ll i e. ..r 1 11 1 I III 1 I , , �. ... nr _ -_ .i _.__ ---- -- — __.. .--- .__ _._.. — — -- -- ._ _...- .-.__. _.._. -- — -'-- ._ — — — — — -'- --- ....-_ -_ - _..-- -- — ___. _ .—` -- - -.... _.. -.... .__ —_ -- -- h - " I 4 1 Ir `,. I I I _ __ ..I- -- -- - - - -- _ --. - ..__ --- __ -- -- - _ .__ .-- - - -- - __ - - - -- -_ -.._. ._. ..-. -_ - ----- - __ -._- --- -- - _ -- -- - - - � d11 0 w z z I � � 1 I � I i t i� I' ISI I' _ � �3t�. �w� I i I GENERAL NOTES. al,1 �� i# `I jI:1 ' i. k�` '',Il I ,, ,,,i, I 1 I ,,. i 11 ' ILt ,l. I 1 . CODES USED: 2010 FLORIDA BUILDING CODE, ACI, PCI, AASHTO AND ASCE7--�10, ALL LATEST EDITIONS USED, w - N r, :, „ � (� ! il � 2. ALL DESIGN CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING 1» 'x~ 1 I ! i It » If co N I. `Ij1 I;Ij I I�q, 1I �, II I,11, Al I. I i 1 JURISDICTION OVER THE WORK. 1q t39'-0" _ _ 1 11 .1 - I - 6E L-. c N i I IIF ' ''viil ! Y { .� 0. Q() _ "� 11 I � � sl�l �I „ ! 1 I� 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. I,:— '�4o,_g„ � % � t„�� � � ,'I11, 1 i' .fl {tt 'I'I,, i ' 11” �P,; ( ;, a ! �'I. ! ',; I,; I `' 4) E.O.R. IS NOT RESPONSIBLE FOR MEANS AND METHODS, PROCEDURES, TECHNIQUES OR SEQUENCES OF CONSTRUCTION, NOR , z o a ri ,1 I'' I`''� ' I II 1 `' FOR 7HE SAFETY ON THE JOB SITE NOR SHALL THE ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE To CARRY OUT `� c o �I �j I l , ' f® �EpL '/W SECT/ 'AiwA'm Ill, !q '„��'�','i"" �Ir, I !„' I THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. w z � �_- � N �� I ' I I;' k , ; I , !, . ' :' 5) E.O.R. IS NOT RESPONSIBLE FOR CONSTRUCTION INSPECTION NOR FOR FINAL CERTIFICATION OF CONSTRUCTION. / � r �� F - II'll uj Z�� L, `� 17- I °a I � /' I/ - - PLAN NOTES: Imo- w x Q (/� k I i ,, 6 THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL INFORMATION PROVIDED TO BAKER KLEIN `/ CAL .: 4 I �� � to- _ �' �w f M, , (` ENGINEERING, PL OR IF CHANGES ARE MADE FROM ORIGINAL DESIGN OR LAYOUT. r �� I 1) CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PRECAST MEMBER z �� O l�j I �`� I i 7) LOCATION of THE BRIDGE ABUTMENTS IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY DIMENSIONS, PRIOR TO START OF CONSTRUCTION. w Q �_ �- I i I 1 I OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. THE ENGINEER of RECORD 2) CONTRACTOR SHALL CONFIRM WORKING POINT ELEVATIONS AND BRIDGE Q �o � — ` d- I +I ASSUMES NO LIABILITY FOR THE LOCATION OF 7HE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED LAYOUT WITH CIVIL ENGINEERING DRAWINGS BY TAYLOR & WHITE. wL,j o -C 0 it ,., SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. Al w `�' z z m _,...I '. � L41 Ii 41 O CD d 1il� 150wT_�_ �� I I r 1 � a ( whjU LL i I DESIGN SPECIFICATIONS: ' LaJ < Q 0- ,j`' U G r f = r , —.9 �. __. _._ II - - - - - -- - -- -- - - - _._. _ - - - - -- - - - -- -- - - -- - - - _ - _ - - - 11 SOILS: = 2,000 PSF _ . _L _ - - - - - - - ry 1 r ' 1 I- MINIMUM ALLOWABLE SOIL BEARING CAPACITY _ _- -- ._-.. __ _.. ..__ __ _ ..__ _-- --.. ..__ __ __ _ __ __. _-- _-- _ ._-- -_- __ I - - -- _.. _ . , ,, _ , c c _. _ _ _ - �_— _.JL_ — W RI 1. THE FILL BELOW THE FOUNDATION .SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER __ ._ . -_ __ _._ _ _- - __- -_ - .--- ___ __ _._ ._ ___ . __ ___. _ -._ - _ ._ -_ _._ __ _. ___ ___ __ __ I�-`- - - _ - 1 DELETERIOUS MATERIAL. BACKFILL SOILS SHALL BE INORGANIC, NON-PLASTIC GRANULAR SOIL HAVING LESS THAN 10% I — - - -- — — A . .I I I: `. MATERIAL PASSING THE No, 204 MESH SIEVE AND CONTAINING LESS THAN 4% ORGANIC MATERIAL RELATIVELY CLEAN _ _ __ __ ._ __ __ ___ _ ___.- _ __ __ __ _-_. __ _ ___ __ __. ._- _ __ I '” ��` � I _. _- -- -. _ .___ __. _. __ ___ _ � �_ _ __ I_. _.- -- :; � � , SAND AND SLIGHT Y SILTY SAND. SOILS SHALL BE PLACED IN 12" LIFTS AND COMPACTED TO DENSITIES OF AT LEAST L ) - - -- - - I , _ _.__ __ _. ... __ .__ __._ _ — __ .._ ___ ___ _.. _.- __.. - _. __ __._ -_ .__ _— __ 1 FI T R I F PT - THE Z ,!I. , ;,' T MODI 0 M M TY E 0"' E TT O M -- -- ._._ .-_ _. __ ___ _.. ___ ___ ..__ --- _ - MUST BE COMPACTED O 95% ED PROC AXIMU DRY DENS OR A D H OF BELOW BOTTOM _ _ ..__- _.._- __ _ ___ ___ ___ __ .._. _ __ _ __ _. _.__ .__ ._ __ ._. ___ __ __ __- _ 95 PERCENT OF THE MODIFIED PROCTOR MAX DRY DENSITY USING AND- VIBRATORY SOIL r . 1 � 11O F TME FOOTING. - - - -- - _ -.^. _._ __ __ CLa .�. , . 1 mm -_ --_ _- --- -__ --_ ___ _ -__ __ _-_ _ _._ -_ _ __ _._ _ _ - _ _ - -- - - - -- -- -- -- .-- --- - 4a I 11It 1I � i - - I i Y {1 1 " {1 i ,,, � — 1.11 I Icv � ' !, ,; I 11FOOTINGS AND FOUNDATIONS: __ __ _i ._ -- — — — __ -- __ --- — - __ __ — .__ — -- -- -- -_- -_ — — — __ -- -- -- ,_ — — -- --- ._ _ - _ - -- - L_ , 11 „ , . I I I I __ —.___ — _.— -- — 1 - - - _ _ ._ __ - - -- -- - -- - -- - -- -- - - _. _ _ __. __._ - - - - -- _ - _.. _ _...I ..._ _ ' , nl, ' h FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS, I -- I - - ---- --- ---_--i— --- - I , I r� I , ; 'I I I , I I 1 1 1; -- — --I- -- -_ -- - - I ' ! I II I IC0 N C R ETE _ _ _-__ _-- _ _ _ _ __. _.. _-_ _ __ .__ _ — ._ -- -- -- -.-- _ .__- __.- _ _-- -- _- --- _— .— _._ __ _._ _ _- _ _ __ _.._ _ __ I l; • ry L_� -- - - - ''r I .. _- — — __ -- — -- -- --- — — — __. __ ___ ._.- — — _ �� I 11 I r 9 r I I ! _.. ..-- - - - -- -- - -- -- - -- I. I N a, I` CAST--IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. N tx NI,,,.,' I l ' N ETE AND STEEL REINFO CEMENT SHALL BE IN A CORDANCE WITH FB & ACI. . y co cR R c c _ _ _ _-- _ __ ..__ __ _ NO WATER SHALL E ADDED TO THE CONCRETE AFTER THE TRUCK HAS LEFT THE BATCH PLANT WITHOUT B , , 11 11 I - - - _ _ _ _ - - - __ _.., - - - -- - -- - - _._ ,. ,� _ - -! _ __ ..__. ._ ._ ___. _ _ ._..._ __ ___ _ _._ ___ I � -D ) r i AUTHORIZATION FROM THE EN 13 GINEER-oF-RECORD EOR UNLESS THE DELIVERY TICKET INDICATE, AN AMOUNT I ; I; h , Vl-, ' �a I OF WATER THAT IS ALLOWED TO BE ADDED AT THE JOB SITE AFTER AUTHORIZATION BY THE TESTING LAB _ ._. ___ -_ __ __ _ ___ __ _.- .___ __ -__ --_ __ ---. ___ __ -._. __- ___ ___ __ ____ ._.._ --- _.-- -.. __ -_ - - __ _ __ _ ___ _ _ _ I 11 P SENTAT VE. , I `� 1L II RE RE i _ - _ _. _ -_. __ _ _ _. __ = --� _ l' °1 I __ _________. _ . ,, l I - -I _ __ _ l- - LsJ i I � , , i ;11 j I� ;� �'� d I I I t� I. I I 4'. , I a 1 I L I, ' l; . I I1 I ,,;':I, I I I,i, ,,, I'I STEEL REINFORCEMENT: — _ — — -- c� i ,t�,'. I :'' ,I, ' ' �ti i11 ' ' .�I`"�',�, '{ , I, �', '}'` I REINFORCING STEEL. SHALL BE ASTM;�A615, GRADE 60 OR BETTER I - _ _ _ _ _ _ _ _ _ .� _ _..- .-- ._ _ - __ - _ _ ._ _ __ _ _ _ __ _ _ - -- _ - _ _ _ _ ..._ �. -rte � - C> ',IIII r,1 ",':. i 1 , 1 ',r 1 ,I ' I61 941,., 'i, - P: �..:a -- ,.: 1 , I - —"� _---, =-_�-- = ,,STEEL=-REINFpRGEMENT__SHALL SE N ACCORDANCE WITH IBC, ACI 318 AND AS NOTED IN THESE PLANS. A I I I W i it , 9 t ,I I;I° ,I "i I I;II II I I _ I -- ' ' 1 IIII LI ONCRETE COVER SHALL BE IN ACCORDANCE WITH IBC AND AS FOLLOWS: - -�, - _ _ -- _ _ _ _ --- _-_ _._ .__ - - - __ .- - ____ _ __- --- .__ -_ ._. .- _.._ _-- -__ __ ___ ___ .__ ._.. ._ ___ __ ___ -_ ----. _ _ _ - __ __ _ __- ._ ( z 1,1� ill , , : ;re, III A. IN XP EARTH _ _ _ ._ ._-- __ __ ._ _-- -.__ _- __ -_ -- _-- _ ._- __ _ _ -__ _-- _-- __. _-- -_ .._ _ _.- ._._.. __ _.- _ __ _. __ _ _ _ _-_ _ -_ ___ - _ _-- __ -__ ._ CD I 3 FOR CONCRETE C 5T AGA ST AND PERMANENTLY E OSED TO E R H I I �-� o I I 4 SII 1, li 2” FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND I I m a �? 1' { - I ` , I:' , -- -- -- __ --- --- — — '_ __ __. _- '-- --' --- -_ __ — --_ — — -_ _- - , - _._. .___. --_ --- -__ — __ — — -- ---- ._- —. -.-. ._ _ _ _. __ — _ ._. < I l I 1 I. II 1Y2' FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND U m i - ._ _ �- I t 1 I I �,I VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS ( lCD � C.-) l " ` GREATER. CORNER REINFORCEMENT SHALL BE LAPPED 30". 1 1» 1 III , 0 U t 1 -- (D , 1 I ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING; DIAGRAMS AND PLACING - --- t40 -0 — O I 1 DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD t41'—s" 11 m w (.) _ I 1 r I-- I , ACCESSORIES DURING PLACING OF CONCRETE. 0L - I I I ! , —r , 11 Imo• 4I 11 iI I j , I I I ; : i i I � % / PLAN@I­_ II , 1- -lill. I I , „l , j �i� � � i� . i I � sI I i: I t � �I �: 1 � ' ' Ii I � �1!11 �;��I , �11 i 1, , � I : :,; � I I . l � 11i , Ll I � 1 � I :�, � ; �� 1 , � I I � 1::� wl : I 'll , IH ,� I < I . I I '' I I 4 � ��11 :1 ' !IIVI1 � i, , ? . i: 1 . i � :I i' ', � I I I I ,�1: , 'I I I I I � , I i - — » �ii ; ' ' I 1 f I l .CA L L.: 1/4l f - ] - 0 PLAN NOTES: 11 I �� f � -I I I CT 1 NT W C R ORS I O A F V R A XI TIN I L LD E FY S T M11 11 L 1 LLE P AS ' I E G RE EMBER I I; P C i I a _ I N r I IM 10 P � S TA CONSTRUCTION.D E S PRIOR T START F C NS RUC N i PROVIDE 0 0 O 10 �, T R SHALL L P THESE PLA CIVIL ENGINEER A AP HITS APP E PRIOR CONT TION. ON R T A E E C L E GI LANDSCAPE E A C F A OF ELEVATIONS NTO CONSTRUCTION.C AC L R S TO N E L N ARCHITECT O V ATIO SU ! O S N D R APPROVAL S N N O L E � I II 1 � U� � ocn I I I 2 CONTRACTOR S A NFIRM WORKING P INT I A i I ) H LL CONFIRM ORK NG 0 ELEVATIONS AND BRIDGE N 1 I Z,, ,I- I ELEVATIONS AND DIMENSIONS SHOWN ON THESE PLANS MAY HAVE BEEN REVISED, E.O.R. ASSUMES NO RESPONSIBILITY FOP. ELEVATIONS AND/OR � O �0 10, I I 1 LAYO T WITH CIVIL ENGINEERING DRAWINGS BY TAYLOR & WHITE. a a ''” i i !' DIMENSIONS SHOT ON THESE PLANSI'l . REFER TO CIVIL PLANS BY TAYLOR & WHITE, INC. FOR MOST CURRENT GRADES AND PROPOSED ELEVATIONS AND o U Q a , , , I I „I , I SII `'' 1' ! II ADVISE E.U.R. IF ELEVATIONS DIFFER OR IF A SPECIFIED WALL ELEVATION IS NOT DEPICTED � I 11 i ' ,l �,11 � 1 I, I 7L I I II — — �� j �:I I: n I ( //�j 1 J / i r I � i I I 1II1e {I I ��i I 1 W I °; I, 1 I ,. I t. f t '�y 4 I I,y I I,I l 1 i,,,, _ 0 I I 1 I1 I I I I p� J' t 't 1 ,� � f'' , �II I l j I I' I I I� — _ i:I +� I „ » O __ I--'-- _� I� l I I THICK x5 x5 A I P » » » I' # 11 I BE R NG PAD, TY THICK x5 x5 BEARING PAD TYf'. THICK BEARING P C� , I,; E AD I dI L ,. I I C� EiCTERIOR WEBS) „ 1„ 1» » �> >" MASTICORD BY JVI, OR EQUAL h 11 v I I ;I 1 I EXISTING RELOCATED L 10 'OeC 10 10 ( ) . �. " ? I' I, r "I i s I, ;= ., I� I PRE-CAST "U" BEAM J" THICK 4"x8" —EXISTING RELOCATED PRE-CAST EXISTING RELOCATED PRE-CAST —� �`� � W I I I fil » FINAL GRADE- e -- „I I ! I » BEARING PAD TYP. CONCRETE DOUBLE TEE I I I I I' I 1 1 Q , , It 1 t ,Er ; - i I CONCRETE DOUBLE TEE OR "U" BEAM (� C� I I �'I III r C� INTERIOR WEBS) ziJ II I� , I 1 ! II 1' I I � __ I 11 1 i , ? I r I I � \ / ,✓ _ �� �/ TOP OF PRECAST ELEVATION X7.92 �f C I I ". ..� - `.I_1� _ F_T ---- --— _ -- _ 1 I -- _-- - ! 1 - `_- I - - ------ -------- -------- ) I I j' I, I 11 i I---I i I_I I I---1 r{ I_I I i 1 1 ,_I__�I C f� I I 11I Iti I�I I I 19' i 11 ., ,, I ,, : � I I Z , �' I I i I , ,-:-_" I - "�t�,,',,�, I I I � i l , i I I I I 'I , I I I � 1 i 11 i I :I 11 �� 11-� I- I I I- . 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Project No.: 12210 i , L� I f I I :;: 11 I i I, 1; , , I l I[ I V� I __� I ` ;1 I : I �7 I ; � �� : � : I I , I I I , "I I i I � ��` I 11 "" , ") I , - � ��_If ""',�� I - - - 1.11 a, 1)C -,I-- ') " t tl u 0 / , � , � � : I i, �l i i f�11��I � P :� 1 I� � � 1-1 1, ", I I.'' :� ,I L I i � I � If ! , . - i i . ,I I I I I l I I : (�I - 11 I � �i;j � , I !�, I � , �i I f : ._:)� �, Date: i I I .I t,!: t � I I I I I I 11 I :: I SECTION "i I I � 1'' 1 I, � I I I :, r I" I � , it � I ,:[ i � I , I � _�-,::- 11 � : I � i , i�li� : � I 1 i -t : 1 I ; � i :i� � . I �, I ! l I ,� 11 I f i�j �,t �� : i I i I ''I I , � � ,l !i� �� I I � I -rl�i�__ `�I I _� I I I i :� 1, i i I I I i ! ��I 1- , -,____ - � "`� � I i ::� ,!� � � i, � I , i I I f � 1 , I: i 1 !,it : I � i � I 11 '' o i I, �, p I i I i I I � �f I 4 1i , I SECTION "B-B" July 31,2013 1 I � I . I it I I . i� I l n � I . I I .a_ I I I , I i I L I I I � I I� I I I . 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I �r I �I � I [" ; �� L ____ ____ - I-, I— ._� ­ 1�_�, I - ---------,--L , .­__ _ __ - sa mk ATLANTIC BEACH COUNTRY CLUB JACKSONVILLE, FL if GE PEDESTRIAN AND VEHICULAR BRID lopy FILE C, if come i 11" 34: -M, a 4v iv 47 ITT _gg AND'CO Ime IN if BA 1 if ggr If N M 't"MA5 l---SAINDE1 B, gn�� �i q, M A Aj, if 'EN IV gk NIik" ig M5 ""ss� — -f-,, IN 0,m f RIM !7 J_W4. i10 r if , II 1 I a...,...,.<-... < ,x. .+..u:,4...ra,x5r... ..ua.........rcw..,,.t.,,u s. a_ ^s l ,..4. .�-.,.: ... ,. :ate: ..,v.m.....�':»c.re.f+,.>�3e&.�nL... _,u. <_._5 s ..4 ,v.. usx,.......a<�<...Cxu.�',. e3te>, 3,. �.>v Z .:t.�... ., # ,,.:. 1.. ...1 r. ......_ L<_...✓..AY... ti.......,, ., .v„a,,.. i.. .. ., .. .. . ..W 3. .«aa<c a. .a...r._a.,..,. `,... x..,. .0 _. r fi ..,.u_._x*� ��.Y°'�...., tva. S .s.,....,_._.,.. ag ,:,. l M � I ;I I 47 I i (l i 1 e9 I III ! I s"Y ` 7 II; I f 1 ATLANTIC BEACH COUNTRY CLUB 1 , � EI i161 ii t' I I II= T , I JACKSONVILLE,NVILLE FLORIDA II � I i I , I h 1,I I r I. I I { I I,I I : AND VEHICULAR PEDESTRIAN A BRIDGE j. � I I it ' I 1 , 1 I ,IF I I , =I , I �I I I I 1' I i I I , i I i 'tl I , I �I I I , , DRAWING INDEX III � t i I. I•' I I I I y 'I i 1 1 I I I I f"III t. 3 r I I I I 1 I 1 I ll 1 ,. i I: IIIi I 16h I t I i L I, I I I j i R y i I 1 i' I I 1 c I I I I I I i I , , r , RAILS _ _ 607 DETAIL TYPICAL BLOCKING INDEX ,. 401 RAIL ENLARGED EXTERIOR PEDESTRIAN ELEVATION 6D8 I DETAIL OVERLAP OF STRINGERS AT PEDESTRIAN k G. I i SHEET NUMBER DRAWING TITLE 401 A RAIL EXTERIOR PEDESTRIAN ELEVATION CONNECTION 609 DETAIL BEAM TO GLULAM , I I - P L u i GENRA L ENLARGED EXE D 402 RAI EXTERIOR PEDESTRIAN ELEVATION AT END 610 DETAIL DECK MOUNTING r I., 000 COVER SHEET i I I _ 402A RAIL ENLARGED EXTERIOR PEDESTRIAN ELEVATION AT END 611 DETAIL WEARDECK MOUNTING 001 DRAWING INDEX , 403 RAIL ENLARGED EXTERIOR VEHICULAR ELEVATION 611A DETAIL-WEARDECK COUNTERSUNK 9 's 9 00 E N v 2 G NERAL OTES , , , r•:. , , , I 403A RAIL EXTERIOR VEHICULAR ELEVATION CONNECTIONS 612 DETAIL CUSTOM POST CAPS 2 €i t 8( • {'I;= r. rl j'' �I I 003 PROJECT NOTES h ,i,l rl 404 RAIL ENLARGED INTERIOR PEDESTRIAN ELEVATION 613 DETAIL—HARDWARE 004 STRUCTURAL RELIABILITY/CONFIDENTIALITY , � I 404A RAIL INTERIOR PEDESTRIAN ELEVATION CONNECTION 614 DETAIL HARDWARE BRACKETS ' 005 BILL OF MATERIALS , 1 405 RAIL_ENLARGED INTERIOR VEHICULAR ELEVATIONENATION 615 DETAIL NAILER DETAIL , PLAN S M_ 405A AL BOLT PATTERN INTERIOR VEHICULAR CURB 616 DETAIL—YORK BRIDGE PLATE PLAN SITE LAYOUT L ENLARGED PEDESTRIAN SECTIONS DETAIL YORK BRIDGE SERVICES 406 RAr�. 100A PLAN—ENLARGED SITE LAYOUT 407 RAIL-ENLARGED VEHICULAR SECTIONS I i I (: 101 PLAN-PILE LAYOUT ,, {,,, � I ,,I I I , L 408 RAIL ENLARGED VEHICULAR CURB a r, ,. ,, I , I , r s. ' ' I 102 PLAN—STRINGER LAYOUT 1, t 1, 409 RAIL—ENLARGED VEHICULAR RAL «b, I — 102A PLAN ENLARGED STRINGERT _. — _ LAYOUT , .. . ... .., r I UTMEN ss, PLAN—I 03) i ! 1 DECKING AND POST LAYOUT 501 ABUTMENT—PLAN 91 _ % 104 PLAN CURB LAYOUT 501A ABUTMENT ENLARGED WINGWALL g I , a — E RDECKL AYOUT105 PLAN 502 ABUTMENT WINGWALL ELEVATION I If .311 s , I .r+`,.,I ,,.".:..a I IL''' I: I • .,;ii I '',I; !. ,'I� :III I I i fI, ': '' I,! I I 106 PLAN—RAIL AND FINISHED LAYOUT 502A A TM T_SONOTUBE I j r I I R F r I ELEV T O S , N I � •,I ;,� L.. , —I I,. ,I I 503 ABUTMENT HEADWALL ELEVATION 1 ,: „- t... I � I I 20 ELEVATION E i 1 1 ION EXTERIOR OF PEDESTRIAN .. 1 202 ELEVATION EXTERIOR OF VEHICULAR 601 DETAIL PILE SPLICE 203 ELEVATION INTERIOR OF PEDESTRIAN i ! ,r I.E < I.'. ,. ;: +:I:-- ,,: :I I. 1 :. , , -. '1 '1 °' • '' I 602 DETAIL-PILE CAP TO PILE CONNECTION INTERIOR OF VEHICULAR204 ELEVATION 603 DETAIL OVERALL FRAMING sl sI , 1 , AllI I 1 T , , 1r I SECTIONS... I I I I I 604 DETAIL GLULAM CONNECTION AT PEDESTRIAN 301A SECTION PILE SUPPORTED MATERIALS 605 DETAIL GLULAM CONNECTION AT VEHICULAR I .. L 3016 SECTION PILE SUPPORTED DIMENSIONS ETAL—GL LAM CONNECTION I 606 DETAIL U CON AT PILE CAP I i I ' —PILE SUPPORTED REFERENCES301 C SECTION I I I , I 6 } t 7 I l t I I r{ I a r 'I r i , I 1 It 8 1 II ,I 4 I' drl i 9 1 ! I I , n t I i p,• 1 i 1 J 1 I I H \ I I A "G „I t R h J I � r w r g 4 I I' I I 11 I "I I I d II � � r 1 r I , 'I I 4 s I 1: I! I � i JJ ,a I 1' eC+, -r I •L I ! v 1 I t ,r✓ I ` rl r g 1 I , 'Ufps t I II I W5 I t „ , { t r o { u I I+' f , r II : �, I!• I I I I I R I � II . t`�O. 5x381-� _ k A ill �I 1 YORK I ,l ,f IIi I I 0 0 0 0 0 0 0 0 I,I I BRIDGE CONCEPT 1 6C r 1 �" \ The Professional Bridge CompanyII A n; 3 el g 2 d.. :,, rCDESTRIAN AND VEHICULAR BRIDGE DESIGN I II ! SG I , r I , I 1 : 6I' ( i ; r , I 1 i { GENERAL NOTES: I # 1EQUIPMENT. GENERAL CONTRACTOR IS TO PROVIDE AN ADEQUATE AND SECURE STAGING AREA FOR MATERIALSANDNEAR EACH BRIDGE SITE. THIS AREA MUST BE ACCESSIBLE AND CONSTANT UNTIL THE BRIDGE IS COMPLETE..if ! I I aG I I I � 2 GENERAL CONTRACTOR IS TO PROVIDE ADEQUATE ACC ESS TO EACH WORK SITE FOR CONSTRUCTION MATERIALS AND EQUIPMENT PER YBC REQUIREMENTS. PROVISION ISION OF ACCESS MAY INCLUDE REMOVAL OF VEGETATION, ROAD SHAPING, SCRAPING AND/l APPLICATION OF GRAVEL TO SOLIDIFY ROAD SURFACE. I I I I I � I I I I f it 11: IC I It i , I � I I r i}___,_;.:.w,tt+�J#,',a..ix,,r7r'1,..:.:,r;,IL:.:._,,:,•,.,,,III..I'::r, 2C,#����t@##fit��.Os:3•,,,1 ..I,I1I,II{„�ItIIl:IiCtiI , II }fIII _P _ I Ia III,I,IIJ�!I1tf'aIIII7r,r : I,�I('tIriIIIIIII ,I.,.,,;-IIIiIrII!IIIIiIrrIii,II s -�tI�II,uGIy ,3, , y,..,.. . r Ii,II I �lI,I�I.I 3. GENERAL CONTRACTOR IS TO VERbF YTHAT ALL REQUIRED PERMITS ARE IN PLACE PRIOR TO Y BC AN D T0 P ROVIDE YBC WITH H A C OPY OF ANY PERMIT S PERT INENT TO THE WORK DES CRIB D IN THE PRO POSAL it It 4. SITE PREPARATION AND COMPACTION FOR THE CONSTRUCTION OF ALL WORK MUST BE SUBSTANTIALLY COMPLETED ON THIS PROJECT PRIOR TO YBC MOBILIZATION TO ALLOW YBC IMMEDIATE COMMENCEMENT OF WORK UPON ARRIVAL A T JOBSIT E. ALL S ITE WORK PREPARATION EXCAVATION AND CLEANING ARE TO BE PERFORMED BY OTHERS. ALL BACK FILLING AND FINISH GRADING BY OTHERS. 5. GENERAL CONTRACTOR WILL CLEARLY MARK OR REMOVE ANY UTILITIES, SPRINKLER HEADS OR IRRIGATION LINES WITHIN 50 OF ALL AREAS WHERE CONSTRUCTION WILL OCCUR PRIOR TO YBC MOBILIZATION. YBC WILL NOT BE HELD LIABLE FOR DAMAGE TO ANY MARKED OR UNMARKED UTILITY OR IRRIGATION LINES IN THIS AREA. ( 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING THE CENTERLINES AND OFFSETS LOCATED AND STAKED AND PROVIDING APPROPRIATE BENCHMARKS AND ELEVATIONS PRIOR TO YBC MOBILIZATION. DURING CONSTRUCTION YBC MAY REQUIRE ADDITIONAL CONSTRUCTION STAKING, WHICH WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 7. YBC IS NOT RESPONSIBLE FOR ADEQUATE SITE DRAINAGE DURING CONSTRUCTION PHASE. 8. GENERAL CONTRACTORS REPRESENTATIVE IS REQUIRED TO INSPECT AND SIGN OFF FOR EACH BRIDGE SITE BOTH BEFORE AND AFTER CONSTRUCTION TO PROVIDE QUALITY ASSURANCE WHILE YBC IS ONSITE PRIOR TO DEMOBILIZATION. 9. BRIDGE CONTRACTOR WILL PERFORM ALL WORK FROM DECK LEVEL WHERE APPLICABLE. ALL FOOT TRAFFIC WILL BE CONTAINED WITHIN SIX FEET FROM BRIDGE PATH. 10 BRIDGE CONTRACTOR WILL CLEAN UP EACH BRIDGE SITEDAILY, SCRAP TO BE PLACED IN DUMPSTER TO BE PROVIDED BY YBC OR OTHERWISE SPECIFIED IN THE CONTRACT. iit I 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR POSTING LOAD LIMIT SIGNS AND OR SPEED LIMIT AT EACH END OF EACH BRIDGE. i II 12. COMPLIANCE WITH ALL BUILDING (ODES REGARDING ADA COMPLIANCE WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONTINUOUS ADA METAL GUIDE RAILS IF REQUIRED ARE TO BE INSTALLED BY OTHERS. 13. ALL UTILITY LINES PIPES CONDUIT OR OTHER LINES TO BE ATTACHED TO THE BRIDGE WILL BE INSTALLED BY OTHERS AFTER BRIDGE COMPLETION. ALL PIPE HANGER DESIGNS WILL BE BY OTHERS. 14 ALLYBC BRIDGES WILL NOT BE ABLE TO BE UTILIZED BY ANYONE OTHER THAN YBC PERSONNEL UNTIL THEY ARE INDIVIDUALLY SIGNED OFF BY A CERTIFIED REPRESENTATIVE OF THE GENERAL CONTRACTOR OR ASNOTED IN THE AGREEMENT. YEAR FLOOD ELEVATION FURNISHED BY CLIENT ENGINEER DOES NOT MEET YBC CRITERIA OF 12 INCHES ABOVE FLOOD PLAIN FOR THIS DESIGN YBC RECOMMENDS THAT THE ELEVATION THE BOTTOM OFT E15. IF THE INFORMATION OF THE 100 it LOWEST BRIDGE STRINGER T0 BE PLACED AT A MINIMUM OF 12 INCHES ABOVE THE 100—YEAR I .I Ir: IIIII'IIIIIIII JllIIII„u11'II1tIII .. ,',aIt,t111t:IIIiIIII1 LIItiIIIIIL �L: III,I 1IwI!IIrIIiIIII ,I1,III4!Iiiri1i!,I II�IIIIIIi,I IIII r,IIiIIiII,III ,I EicI1(!II JIiIiI'III! Ii1 IIII rLffII:I I, I LL, II,III I , t III : II III { - I;y .... _ FLOOD ELEVATION. 16. APPROVAL 0F THE ATTACHED DRAWINGS HEREBY GIVES YORK BRIDGE CONCEPTS, INC. NOTICE T0 PROCEED TO ORDER AND PROCURE M ATERIA S LISTED D 0 N THE BILL OF MATERIALS ATTACHED. SHOULD CONSTRUCTION UCTION SCHEDULING NO T OCCUR WITH IN 3 CALENDAR MONTHS FROM THE DATE OF APPROVAL, GENERAL CONTRACTOR MAY BE RESPONSIBLE FOR ADDITIONAL STORAGE FUEL AND/OR FREIGHT FEES THAT WILL BE REVIEWED AND ASSESSED ACCORDINGLY. I I 'I' if W V, " f7 GENERAL NOTES PEDESTRIAN AND VEHICULAR BRIDGEaa a, „ YORK I DESIGNED LOADING BRIDGE CONCEITS 44 (L/400 DEFLECTIONHS 20ATLANTI BEACH COUNTRY CLUB 4 I The Professional Bridge Company I DATE/TIME: D BY: PROJECT NUMBER: SHEEP NUMBER: III JACKSONVILLE, FL These plans are property of York Bridge Conce ts. zoza� n�� �ee t sx.zz6.a FEBRUARY 212014 S.KIMBRELL 213175 They are not to be reproduced or used without 11 OO te,11 33558 f.8W.83fl 127A -,' written permission from York Bndge Concepts lu it ,I .11if t , ' n , r I { 1 I I PROJECT t R I CT NOTES• I , 1 1 A INSPECTION BUREAU SPIB RULES. ' AND GRADED UNDER THE SOUTHERN PINE INSPE r::1 ,• a= I : ,I � i { 1.� UNLESS OTHERWISE SPECIFIED, ALL SAWN LUMBER SHALL BE SOUTHERN YELLOW PINE ( ) I �i � n II j I : i j II I II i III I I I I„ I N0. 2 S4S SURFACED FOUR SIDES . PILE CAP TO BE ROUGH SAWN. 2. UNLESS OTHERWISE SPECIFIED, ALL SAWN LUMBER SHALL BE GRADE , ( ) II L II I DESIGN PLANS. i OR WITH AC RETENTION LEVELS SHALL BE DEFINED IN . BE PRESSURE TREATED WITH CCA ON TIMBERS DENOTED BY YBC AND REFLECTED ON THE BILL OF MATERIALS I SS OTHERWISE SPECIFIED ALL SAWN LUMBER SHALL t ! 3. UNLESS , E _I — — � I _ ARDS C1 90 C2 90 AWPA STAND , I , ESSURE IMPREGNATED UNDER , I , - I U BER AND TIMBERS SHALL BE PR , AWPA STANDARD P5 90 AND A2 88. ALL L M PRESSURE TREATMENT SHALL BE IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION ( ) PR I C14 90, AND C18-90 WHERE APPLICABLE. ;Iit r ,•. 4. ALL SAWCUTS, DRILLED HOLES OR OTHER PENETRATIONS (EXCEPT PILE SPLICES) SHALL BE TREATED WITH COPPER NAP, WOOD PRESERVATIVE SOLUTION, PRIOR TO INSTALLING HARDWARE, BOLTS OR OTHER BRIDGE MEMBERS OR DEVICES. I I I ( Iq ; I i 1 I 11 I ;I I I 5. UNLESS OTHERWISE SPECIFIED, TIMBER PILES SHALL BE SOUTHERN YELLOW PINE CONFORMING TO ASTM STANDARD D 25 (LATEST EDITION) FOR Q QUALITY. SPECIFICATION FOR SIZE SHALL BE 1 INCH TAPER IN 10 LINEARFEET. I I t. I „h BLE. C14 90 AND C18 90 WHERE APPLICABLE. IMPREGNATED UNDER AWPA STANDARDS C1 90 C3 90 , I 6. ALL PILING SHALL BE PRESSURE IMPRE , , ;1• ,I 11.1 SPECIFIED ON THE DRAWINGS. 7. HARDWARE THAT IS TO BE STAINLESS STEEL WILL BE P I , I _ INCH BELOW DECK SURFACE. I 30 STAINLESS STEEL OR BETTER SCREWS RECESSED AT A MINIMUM OF Y2 , 8. WEAR DECKING SHALL BE ATTACHED WITH 4 I ,, ;. I , L • I , t APPROVED STEEL PUNCH.9. ALL DECK SCREWS NOT BELOW MINIMUM DEPTH SHALL BE DRIVEN BELOW DECK SURFACE WITH A YBC I r IEI is I t' 10. HAND AUGURING AND JETTING ARE NOT APPROVED PILE INSTALLATION METHODS. I I II 0 S k CONDITI N IF THE SOIL UTE , : : I NCH PER MIN SHALL BE DEFINED AS AN INSERTION RATE OF 6 REQUIRED PER CONTRACT. REFUSAL V TO THE DEPTH ON THE DRAWINGS OR TO REFUSAL WITH A NPK C4 C6 C8, AS REQ 11. PILES ARE REQUIRED TO BE DRIVEN / / I I I i L � L I , NT OF TEEVE L . L IN H , . MOVEMENT IS ANY ADDITIONAL I DON THE PILE UNTIL THERE LD MAY CONTINUE TO APPLY LOA OF THE ENGINEER THE PROJECT MANAGER AND/OR THE FOREMAN IN THE FIE I WARRANT ADDITIONAL DRIVING AT THE DIRECTION / PREMATURE REFUSAL YBC ENGINEER WILL BE CONSULTED. I,I I E SOIL ROCK, OR OTHER SIMILAR SOIL CONDITIONS THAT PREVENT DRIVING PILING THE DRILLING/AUGURING UG ING METHOD MAY BE UTILIZED. D. HOLE S SH OULD BE DRILLED UTILIZINGA BIT THAT S THE SAME SIZE AS THE BUTT OF 12. UPON ENCOUNTERING DENS THE PILE OR SMALLER. ONCE THE HOLE IS DRILLED/AUGERED TO THE APPROPRIATE DEPTH THE PILE SHOULD BE INSERTED IN THE HOLE AND SEATED DRIVEN TO REFUSAL. III I ' , III I IE ENCOUNTERED THE PILE MAY BE SPLICED AS SHOWN ON DRAWING 601. 13. IF SOFT SOILS ARE , LI I I I ` I 111 I I I I r , .,,.,•,..k&,.�9�itii,EG- '.._._: ,,,,:_,•1IIII1 ,1,,j,,i,11I^JiI,jIII :. �1!IIIIIIIIiIi I1IIilI'�i{I,iI,,I I . ,9I,_t�itIII1Ii.,.'.;,•II,I:I.i __,,:II , IIIiII.ICf1I i II t1,II i1a 14. ONCE 00THE 00PILES 00 ARE E00 SEATED DRIVEN IN� DRILLED/ A,=..U,s G{.,4 mtEr� Jt R a i }E1 • Dt� HO { t8J LF,E Ei. TJ H �,r E�"/t ` Y • �•MUST -ySL T! "r- � HAVE HAMMER APPLIED TO PILE AT FULL THROTTLE ROTTL E FOR A MINIM UM OF 5 MINUTES W HILE THE APPROPRIATE SPOILS OR SOILS WILL BE SIFTED DGNEDAL DRADOINGU ND THE E P I LE. 15. ABUTMENTS WILL HAVE MIRAFI 500X NEEDLE PUNCHED WOVEN GEOTEXTILE, OR EQUAL 16. ALL BOLT CONNECTIONS TO HAVE LOCK WASHERS. TY OFBE AWARE THAT MOST PEDESTRIAN LIABILITY CLAIMS ARE DUE TO SLIP AND FALL CLAIMS, IT IS THERES ONSIBILI 17. WE ARE PROVIDING A WOOD DECK IN THIS PROJECT IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR CONTRACT DOCUMENTS. . THE GENERAL CONTRACTOR TO KEEP THE DECK FREE FROM SLIP OR TRIP HAZARDS DUE TOCU PING SPLITS, GAPS AND SMOOTH SURFACES. RI 18. HARDWARE INTENDED TO BE PAINTED SHALL BE CLEANED OF OIL BY USING MINERAL SPIRITS, PRIOR TO PRIMER. 4 3 19. PRIMER AND PAINT SHALL BE KRYLON BRAND OR APPROVED EQUAL. ' 20. PAINT SHALL BE APPLIED PRIOR TO BOLT INSTALLATION. C, ! AV! PROJECT NOTES YORKNo. 58874 PEDESTRIAN AND VEHICULAR BRIDGE HS 20-44 L 400DEFLECTION BRIDGE CONCEPTS UMB,„ The Professional Bridge CompanyATLANTIC BEACH COUNTRY CLUB DATE/TIME. DRAWN 6!. PRDECT NUMBER: SHEET NER: ' IIIIIIIIIIIII .i:.,I. "I• s,l ,£ ., Jr' II sl, I ,I I I I s' `�'/� ea I I L JACKSONVILLE FL f .-:r S.KIMBRELL 213175 !! i s s 8 t t FEBRUARY 21 2014 S 00 ;,. � , I ;..; _., � ', ,, :-,r. :, u � I : .,;.:, of York Bridge Concepts- I I. ,: • : I ' :.. I I I I - .; I .,f I I '.I : These plans are property 9 P 2o2abn,nellou'a�e 1.81>v.zz6.4na ,.. £ f a reproduced or used without li The are not to b .Y P I.,fl 33558 f:800.836.1274 written permission from York Bndge Concepts li,l r� I I x � , a II I^I a a);}I A, pI I I I I I , 1 I I III IlIIIIlIII r!;Ii+IilI,1�1;I,IiIIIII,IIiIII�II IIIIIIIIIIIIII'IIIIIIIIIII ,I1IJIJ�II,IIIIIIIiIII(IIIIIIIIIkI,II;((IIIt e ,,,I;GI;t1''''.II'.L':!II'III'IIIIIIIIII'IIlIl'IIIfII'llIII1IlIIII {)III:I1IIIII,,I,IIIiIIi�,I1I I,I1�II. ; r�,',,a,11''1;YS;jjix,afFir3r1l{j,ri,tILb,,IurrI!II,iVnIIII ,,+,;`..'+.•';'',•,�' IiIIIIII1ri LII ..,I,IIIIIII1I�IIIIIIII I�,I,I,i,,rIt�IeeI,IIII •'..<II .I II IfikSIII1,f!Isii!1iIiI(iwIIIIIIrI4IIIIIpp�tiNIII IIII IIIIIIIIII 1 II ��II IIIIIIII .„ I , ' I IIIIIII i IIIII, ,,I1II,I,II , IIIIIIIII IIIIhIII , Ik ,,iIIIiIIG II I II ItrI ' PLEASE SE 0NOTE oA LL 0YBC 0 DESIGNS I0G NS 0 D 0RA W IN G S / SPECIFICATIONS a AND ASSOCIATED , ' �AsSa S�10—'�j-,/yf OC< � a✓ ,I A✓T .E.. .D. DOCUMENTS ARE HIGHLY CONFIDENTIAL E NTIA L AND INCLUDE TRA D E SECRET C RET INFO RMA TION. T HESE AND ASSOC IATED „ DOCU M ENTS ARE TO B E �� U S E D FOR R THE SOLE _ PURPOSE OF ILLUSTRATING THE MANNER IN WHICH YBC WILL CONSTRUCT THE PROJECT. AT NO TIME ARE THESE OR ASSOCIATED DOCUMENTS TO BE COPIED, DUPLICATED REPRODUCED OR USED FOR ANY OTHER PURPOSE OTHER THAN , Ih IENDED BY YBC WITHOUT WRITTEN PERMISSION FROM THE CEO OF YBC. THESE DESIGNS DRAWINGS SPECIFICATIONS ARE NOT INTENDED FOR CONSTRUCTION BY OTHERS. BY RECEIVING THESE DESIGNS/ DRAWINGS SPECIFICATIONS AND D it ANY ASSOCIATED DOCUMENTS YOU ARE IMPLYING THAT AS A DULY AUTHORIZED AGENT OF YOUR COMPANY YOU ARE AGREEING NOT TO USE OR DISTRIBUTE THE ENCLOSED DESIGNS DRAWINGS SPECS FOR ANY PURPOSE OUTSIDE OF YBC, S; INTENT. IF THE READER OF THESE DESIGNS DRAWINGS SPECIFICATIONS IS NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THESE DESIGNS DRAWINGS SPECS IS STRICTLYiPROHIBITED. IF YOU HAVE RECEIVED THESE DOCS IN ERROR, PLEASE IMMEDIATELY CALL 800-226-4178 AND ASK FOR THE CFO. STRUCTURAL RELIABILITY: THIS PROJECT HAS BEEN DESIGNED BY UTILIZING YBCS STANDARD DESIGNS TO PROVIDE FOR STRUCTURAL CAPACITY AS STATED ON THE DRAWINGS. it I THE STRUCTURAL CAPACITY WAS DESIGNED WITH THE FOLLOWING ITEMS TAKEN INTO CONSIDERATION. LOADING CAPACITY OF COMPONENTS, WIND LOAD UPLIFT AND STANDARD SOIL I ITEMS CHECKED IN THE 'YES BOX BELOW HAVE BEEN TAKEN INTO CONSIDERATION IN DESIGNING THIS PROJECT. DESCRIPTION. YES NO BOLT ASSEMBLIES 100 YEAR FLOOD ELEVATION HEX BOLT 2 DOCK WASHERS (DW) 1 LOCKWASHER 1 NUT (N) it FLOW RATES BRIDGE STRUCTURE TIMBER BOLT 1 DOCK WASHER (DW) 1 LOCKWASHER 1 NUT N it SCOUR D CARRIAGE BOCOM PLATES (PER DESIGN) KWASHER_ LT UST1 LOC1 NUT (N)UTILITY PIPES LAG BOLTIRRIGATION & 1 FLAT WASHER (FW) NONE 1 NUT N SOILS REPORT X it PLIES WITH ADA GRADE RE4UIREMENTSB BRIDGE COMx WASHER SIZES Y2 BOLT 2YwASHER u WASHER/8r BOLT it 2YWASHER/a BOLT i 3 WASHER/ BOLT ! 34 WASHER BOLT 1Y» BOLT 4nWASHER , ; THIS PROJECT HAS NOT BEEN DESIGNED SPECIFICALLY FOR (AND YBC S WARADOES NOT COVER) NATURAL DISASTERS, FLOODING, WATER VELOCITY, EROSION, SCOUR, EXPANSIVE SOIL, �TALATIOPEAT BOGS, ROCK OR UTILITY/IRRIGATION LINES AND THE THEREOF. EN it , STRUCTURAL RELIABILITY CONFIDENTIALITY Y . PEDESTRIAN AND VEHICULAR BRIDGE, , ��YO DEIGNED LOADING All , i BRIDGE CONCEPT . I HS 2044 L/400 DEFLECTION ATLANTIC BEACH COUNTRY Professional Bridge d e 53 II' IIIII, IIIIIIIIIIIILIIIIIIIIIIIiILI ... III::iI:. I DATE/TIME: _ mnzora�� t. l 1 �t \a t DATE/N ME. DRAWN BY. OENM BER. SHEEP NUMBER . 17JACKSONVILL FL These plans are property Yof l( W226.J178 315004 be reproduce' FEBRUARY 212014 S.KIMBRELL They are not to 7 ”, r � written tten permsalon from York Bridge Concepts. lutz,11 33»8 f.8W.83G.124 - it I to a,.t1 3 I J I I I i I I I I w t' I f I I I r x I < I , I , f _ II , i I LUMBER I (In.) GRADE RETENTREATMENT FINISH TIMBER TYPESIZE LENGTH ION TNAME ' h I I SUPPORT STRUCTURE y 4"XBUTT 30 N/A .80 CCA N/A SYP PILING 1 I 21' #2 .60 CCA RS SYP ,� ! PILE CAP 12 X12 I 'I 16' #2 .60 CCA RS SYP HEADWALL 4X12 rdtrr`I{I ',.:.„I Ii"{xY,F.r'II',.,Irr°`d..,;'i,,t{1+?1`,:a;.,€n,��s�t€ttt;fgI.gg4�IIpI(€rt[:•E'I,..,.....`'.'!Ii,I!LI,LLLL:,,:!..I:'I,ILII,.,,,;,,,:'`,,!„I,�,;,,!�Ja,„,'11,!4]�r lI,I,,'I:',I�,': 1IIIIIIjI..IIIIIIiItIIIIIIIIiIIIliIIIIII ,.,y'I.,v,iIii!IIlIIiII,II,!i;.II __ IIIII�jIIIjIIIIII,I kIIIIIIIIII :.JJ{{1II111lI�iI�IIIII(�`sIILI, � 1iIIi,I,I(i'`IIIiIII ',_I.,.I.I•,'II{{I1iI,1IIIIIIIIIjIIIIIIIIIIiIIIIjllII.II' )JII)II#II1III)�lAGI(I ,`, 11�[{�,�„�af�,�{f�1{1r�:,1ia,,(,�tsIi,IIt„,`4?.".•,.",,'.I,,.�,i,s,;1;I,,',k,1,I,,iI,Ik(1!�,'i1.,ak,�I', _,,,IIIII,LIIIII1I ,,.,«,'•.:I.,,€.':,.II'; III :t ,IIIIIIIIIjI, :,��,'„'rL,,,r';,;,,,,, '. r!IIII II(tIII!( ' [ II,r ;;,iIt.Ej,•�[kI`tI..",`,:.,{ ,:,. kIi�EilLI,aIi{1ILiIIi,II'. . I ,IiII i oo WSSSTTINRRGIINN WGGEEARRL LB PILING ILINGN •°rJ i t !. s � ., _ 1 0"32X IaI XXB88 U , ITII T 1801'-400 N/A 1 ..8 6 0 0 CCA A A SNS4/4ASS SSS YY YP I 10 #1 .60 CCA S4S SYPWING WALL CAP 4 X12 10 #1 .60 CCA S4S SYP WALL CAP 2"X12" WING WALL 4"X12I10I #2 .60 CCA RS SYP PEDESTRIAN BRIDGE � #1 .60 CCA S4S SYP 10' #1 .60 CCA RS SYP PPORT BEAM 4X12"UP3X8 10 #1 60 CCA RS SYPDECKING 44 12 #2 .60 CCA S4S SYPPOST BLOCK CCA S4S SYP8"X8POST[EXTENSION] 16 #1D 60 POST 8"X8" 14' #1D .60 CCA S4S SYP POST(EXTENSION) 4"X4n 8 #1D 60 CCA S4S SYP POST 4"X4" 10 #1D .60 CCA S4S SYP "X8" CCA S4S SYP .60 BLOCK 4ti X4 8 #1D .60 CCA S4S SYPiy LOUVER SUPPORT 2 LOUVERS 2"X3" 16II #1D .60 CCA S4S SYP DECKING NAILER 01X8 #1 CCA S4S SYP60CLADDING X6 0-0" #1 .60 CCA S4S SYP 2X8 16 N/A .60 RAI CAP 2CCA N/A SYP VEHICULAR BRIDGE 10IBLOCKING 4"X1 2 #1 .60 CCA RS SYP DECKING 4"X12" 16' #1 .60 CCA RS SYP 10'-0WEARDE K 2"X8" #1 .60 CCA S4S SYP 10 #2 .60 CCA S4S SYPPOcT BLOCK 10"X10,I 0' SYPPOST 10 X10I1 .60 CCA S4S CCA S4S SYPACCENTS BETWEEN POSTS 4"X8I 8I #1D .60 CCA S4S SYPSCRATCH BLOCK FOR BOLT 3nX6n 12 #1D .60 6 X10 12 0 #1 .60 CCA S4S SYPCURB X40I -0" #1 .60 CURB BLOCK 6"X1 0' 11 6X10GUIDERAIL 12_0 #1 .60 CCA S4S SYP 10'OCKING 2X10 -0 #1 .60 CCA S4S SYP GUIDERAIL BLSIZE INAME GRADE RETENTION TREATMENT(In.) FINISH TIMBER MATERIAL X55I CCA,ACZAORTYPECPEA INDUSTRIAL GRADESYP/OR DOUGLAS F IRGLULAM STRINGER(FS) 6.75"X37' 800I 24F V4 .60 X34.5 X55 800 24FV4 .60 CCA ACZA OR TYPE C PENTA INDUSTRIAL GRADE SYP/OR DOUGLAS FIR GLULAM STRINGER(FS) 6.75 BILL OF MAT E RI AL S� PEDESTRIAN AND VEHICULAR BRIDGE LUMBER; YORK .QC . DESIGNED LOADING BRIDGE CONCEPTS 44 (L/400 DEFLETONHS 20ATLANTIC BEACH COUNTRY CLUB DATE DRAWN BY: HEEP NUMBER: a The Professional Bridge Company ME. PRGJECT NUMBFR I IIII , IIIIIIIIIIIII�I :'..' JACKSONVILLE FL I iI 21 2014 S.KIMBRELL 213175 CC a FEBRUARYOOJ These Ions are roe of York Bridge Conce t. � ab ncllo trace 26.at78 � '- I' P property rtY 9 P _02 m t.8W.2 ! ` .. .., a They are not to be reproduced or used without _ i lot written en Permsa,on from York Bridge ts. f.8W.836.1_79Conce - � .1 ¢ t ,I r , I I { u i k I I I I II II ! I I 1 I I A i "f I I.' 3 I I f ! I 1 f f I A 3 I I , I I G I 1 , II I I II r I ! t V ABUTMENT k I ,, Il HARDWARE L, r 1 I I SCREW #12X4.5 WW CAP TO WW HDG ,{ I I f 'I I I I ITEM SIZE(In.) APPLICATION FINISH COMMENTS NAILS 40d HEADWALL TO PEDESTRIAN STRINGERS HDG PILE TO PILE CAP HEX BOLTS 1'X16' WING WALL PILE THROUGH WINGWALL HDG DOWEL 1"X24" CAP TO PILE(INSIDE) HDG HEX BOLTS 3/4"X20" HEADWALL THROUGH PILE HDG if STRAP MSTA18-Z CAP TO PILE OUTSIDE I „ ( ) 18 (OUTSIDE) HDG DUAL COATED LAG BOLTS 3/8 X8 HEADWALL THROUGH GLULAM HDG NAILS I 1-1/2"X.148 ITHROUGH STRAP I HDG IPOSI NAILS-STICK STYLE-PAPER HEX BOLT 5/8"X13" BRACKET TO HEADWALL HDG BLOCKING/SUPPORTBEAMS/STRINGERS HEX BOLT 5/8"X10" BRACKET TO GLULAM HDG r �,h HEX BOLTS 3/4"X14" INTO PILE CAP HDG D9572 3"X3"X3" GLULAM THROUGH HEADWALL HDG D9573 4X6 X12 X1/2 AT BOTTOM OF GLULAMS(SOME DOUBLED) HDGLAG BOLTS 3/8"X7 WW TO PILE,HW TO STRINGER HDG c tL Ii LAG BOLTS 3/4°X8" AT BOTTOM OF GLULAMS HDG HEX BOLTS 3/4"1HDG BRACKET TO GLULAM II. ACCESSORIES f. HEX BOLTS 3/4"X16" BRACKET TO 4X12 BLOCKING HDG ITEM SIZE(In. ) APPLICATION FINISH COMMENTS € I " „ HEX BOLTS 3/4"X 10 BRACKET TO GLULAM HDG I D9573 4"X4„ X1/2 BRACKET TO GLULAM AND 4X12 BLOCKING HDG CAP TO POST , ,• ., I� ,+,. ,, p I I - 4 I <� HEX BOLTS 3/4'X10” BRACKET TO GLULAM HDG i POST CAP 8X8 TOP OF POST METAL ROUND BALL I ! ,, ,: ', I I , , u , + ,: I, HEX BOLTS 3/4"X13" BRACKET TO 4X12 SUPPORT BEAM HDG l I r l . SCREW 7/8" CAP TO POST , D9573 4"X4"X1/2" BRACKET TO GLULAM AND SUPPORT BEAM HDG .r ,: a POST CAP 10 X10 TOP OF POST METAL FLAT,NO BALL H-SZ CLIPS 2 114"X4 1/4" STRINGER TO SUPPORT BEAM HDG „ 'I ) SCREW 7/8 CAP TO POST VEHICULAR DECKING TO STRINGER POST CAP 10"X10" TOP OF POST METAL ROUND BALL ;+ I LAG BOLTS 3/13"X7 DECKING TO STRINGER HDG SCREW 7/8" CAP TO POST a III k, I` ' y, { i VEHICULAR WEARDECK j SCREW #12X4.5" WEARDECK TO DECK SS II li w i 4 'j! ,q 1 I CURB r I TIMBER BOLTS 3/4"X18" CURB TO DECK 6/BLOCK 5 AT ENDS) HDG , I CARRIAGE BOLT 1 1/4"X21" CURB TO POST HDG �II I `-, I I ! h; I DL 57 5"1 OUTSIDE POST HDG '9 ! I 9 1 ' '- !` I !: DL48 4X8 X1/4 INSIDE CURB HDG I h 3 I I j ,�. I: i I I , li i I ` VEHICULAR POSTS I iit SCREW 1.5"6 PIN POST CAP HDG LAG BOLTS 1/2"X9" ACCENT RAIL TO GUIDERAIL HDG I; I I ` it , it _ ! I 'i I I _ 'I ,r T MBER BOLTS 3/4"X16" GUIDERAIL f0 TO 10"X10"POST COUNTERSUNK D I ( ) H G I I I HEX BOLTS 3/4"X28" VEHICULAR POST TO POST BLOCK TO GLULAM HDG ,, 11 I �; I PEDESTRIAN POSTS HEX BOLTS 3/4"X20" GLULAM TO 8"1 POST HDG I ; HEX BOLTS 5/8"X14" GLULAM TO 4X4"POST HDG SCREW #10dX3" POST TO LOUVERS HDG b t 1 {: I; I I I I i 1 i I i I 1 I I I i I I I I I L I i I r . i ,I I , I i' , II I I I i I I i I 4 4 1 !I I 1 I I ' : I x I ,• II 9 I , I I , it e L! I jVIHAN r I" i I I i , I iI BILL OF MATERIALS . _ I; {. _ X o. 5887 ,., A I + � > PEDESTRIAN AND VEHICULAR BRIDGE € i I HARDWARE aI ' ; . ' I' I YORK t I I I J I 1 � i , DESIGNED LOPDINC BRIDGE CONCEPTS � ~ if HS 20 44 L 400 DEFLECTION`, 4 ATLANTIC BEACH COUNTRY CLUB I I The Professional Bridge Company DATE/TME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER: : JACKSONVILLEt FL OOVTh213175 ese plans are property Yof York Bridge Concepts. zoz4� zll" z� 1.xoo.za.4nx FEBRUARY 212014 S.KIMBRELL The are not to be reproduced B or used without ,trr Lutz tl 3358 f:800.F36.1274 t g wntten permission from York Bndge Concepts. !Iif i� i I ! ( I I I I i I I , r' , I h , , t I i I I I I , I , ' , i I F I I IIII 1 I C I I 1 1 I I YORK TIMBER PROTECTIVE E SYSTEMS 1 I I I I , I I I i , I APPLICATION LOCATION TYPE COLOR DESCRIPTION SIZE APPLIED I I € 11 I t I 1 i, Ea I h; 1 If i L I ,I LI ' I._ I ., , I .. 9. 4 TEXTURED POLYMER COATING WOODBRIAR PEDESTRIAN DECK UV RESISTANT PROTECTION YE I N/A S I I i , ,, , ,•, , 1 ,f. I : _ , : � ,: , . ACRYLIC BASED COATING MEADOWBROOK PEDESTRIAN RAILINGS AND ACCENTS UV RESISTANT PROTECTION N/A YES i 4 J OIL BASED COATING CEDAR PEDESTRIAN POSTS UV RESISTANT PROTECTION N/A YES - ACRYLIC -BASED COATING NAVAJO WHITE PEDESTRIAN EXTERIOR GLULAM CLADDING AND ABUTMENTS UV RESISTANT PROTECTION N/A YES i7 11 " l ACRYLIC -BASED COATING MEADOWBROOK VEHICULAR ACCENTS UV RESISTANT PROTECTION N/A YES , I I i VEHICULAR POST RAILING AND CURB OIL BASED COATING CEDAR UV RESISTANT PROTECTION N/A YES 4. I I I ACYLIC BASED COATING NAVAJO WHITE ABUTMENTS UV RESISTANT PROTECTION N/A YES I I, I EPDXY/AGGREGATE BLACK BEAUTY VEHICULAR WEARDECK EPDXY TYPE III -AGGREGATE 10/40 ELITE YES 11 : , , I 1 i ar a , I I I , I I 4 1 I 1 II , , I� ii , I1 I, i S p , I 1 1 M i 1 I 1 c I ; „ I ri ,I I k I I , 7 77 3 , { 1 I I i 1: I I'I , I � j I I I I I 1 a III IIIIIIIIIIiII IIIIIIpIIIIIIIII 1IliIIIIIIIII1III iI,I!ItIIIII1I{1i1I1 .. iI1iIfI1II`t1{II,tI I_I1 ,:,,3,:;SI..':'II',S+I''IIJ,III1II',IIIIIIIIIlIIIIIIIIIIIIII II1,IIII!�3IIII,),iII11 I' ata,i,i+{1,,t,.IiIt1II1Ifi II 1i I1IiiII, ' 'IIIIIII,II I liIIIIII , I,1iIia�,1I,I I; II '' � IIIIILII 00 00 00 00 00 00 00 00 f x�Jr dy� ' a .: it i w•_ "•Y' ORK TIMBER PROTECTIVE SYSTEMS FOR R HA RDWARE TYPE COLOR APPLICATION LOCATIONS DESCRIPTION APPLIED � COATED HARDWAREE EXTERIOR DUAL GLOSS WHITE ALL OUTSIDE EXPOSED BOLTS & BRACKETS ACRYLIC ENAMEL YES INTERIOR DUAL-COATED HARDWARE GLOSS WHITE CURB & RAIL BOLTS AND PLATES ACRYLIC ENAMEL YES ALL CLIPS BRACKETS AND BOLTS COLD GALVANIZING SPRAY YES , uSUB-STRUCTURE DUAL-COATED HARDWARE GRAY if I fl ENu iBILL OF MATERIALSit PEDESTRIAN AND VEHICULAR BRIDGE TIVE SERVICESYORK TIMBER PROTECYORK DESIGNED LOADING BRIDGECONCEPTSEPTS TIONHS 20-44 (L/400 DEFLEC ATLANTIC BEACH COUNTRY CLUB I , The Professional Bridge drye Com anY DATE/TIME. DRAWN BY. PROJECT NUMBER. SHEET NUMBER: I rIIIiI , . JACKSONVILLE FL 8 9 These Ions are roe of York Bnd a Conce ts. I, P property pr 9 P ozabmneuotra« soo.22t.4ns S.KIMBRELL 213175 FEBRUARY 212014 S oo� ,, :,, :• II:+ ,;,, :.,; , ,, + I. I,., , :,, ,: 1 ,'I i :,,, �; 'II ,.. :� ; i" ,;:. The are not to be re roduced or used without I' : written permission from York Bridge Concepts. lug R 33558 F.800.836.1274 I. t I i I I , k I a I I +I I I I I t , x t. r , _ , , a I L _ 1 4 L OF 30"RCP 5 'A IP I ,I I - I I I I S-D.O6 i ACCESS.DRAINAGE .._. .....:.•. ;..: 61 L OF,S A Y' .. 'i'.. UTILITY M D ... , J I I i I OF OF WALL ,52 .,,.. _ I t 7 - U GS-22 n , I TYPE"C"LINLET "".:: 4LF F15,= TB-8 _ TOB=7.00 6w� p , I,s •,i I .I r,.. 3{ a I..:V GRATE E .00 .,..,,, INV EL=0.35 OT=4.50 fi'PERF ADS UNDE0.501. I 5-050%MIN i N I I I 4 @ I I I I:i I I I i 153 a i I I 6'PER FADS 1 3 I 50%N U DER I II : aI - .. 5._0.50%MIN ) 8.30 1 {" TOP WAL I HIGH P NT EL=8.5.50 STA.1fi+ 45 1 I I, I 8.50 GRA EBREAK t I - ti EL-,0.20 7 I I STA 4+72.0 w 2 , I , ! I TBS c '� T 6=7.00 8 5 _ TOP OF a,r. X 9.95 Mr � 8.50 'Fv Yv EL= ,.. f 6:� ......:..... :. ..... .-....;... CLEANOUT .......: .. .. .. :..... ... I i• ,._;'I i.. � .'.a � I Ili, , :� ; ,., I,; 1 .,: I EL:10.30 STA 23+25.009.8 LOW SHERMANS CREEK ".-. .............:..... ., v,.. ..:..... ,. I F � 9 1 i TOP OF WALL .. ...: I '.. L,4.50 172 f ... ,: .. .... .. , S ar OP OF WAL 10.20 5 s .... .2TR'J _._ T ... ..........:......... ..,II ,. � I u,a l .LI -. +n o. .. vd^. EL=8.50 ,.; ... o : �.;: I. 174 ..,. ...:...:•._... �. J i, TOP OF WALL .... EL.-7.00 HIGHP T n EL 1 TOP OF WALL GRATE , i Ii ti I { , I 1 I I I :1111 I I 290 LF OF 18"RCP t 11 i ,:.:, ,.L.. .,I,. , ,,, ,i „:. •� .,!,�,. i r I. i � : s=61s% r P E 7 0 �'i• •• �,.•. IN EL .50 1 , .. 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OF WALL INTEI ', F F24 2000 TOP ...:� - :.:.'.... STA �,. _ ... .:. _ 5 _ CS TBS ..... .. r.... ::•..:. .......-.. TOP OF WALL LINKSIDE SWMF2 TYPE C INLET .... .... ........ .. _ :. ._. _....-... .. .... EL.8.50 TOB-10.60 IN EL 4.85 12 :. .._ ....... _ .. .......... .. RETAINING WALL _ ,: TOP OF WALL w _ INV EL-3.20 24 i NWL 7.10 � ) ::.. ::::,...:.... = DESIGN BY OTHERS :• :. '. O=3,0 EL.9.50 TOP OF WALL B T = OP LL EL.-8.70 PROVIDE MIN '-., s ! _ 110 LF OF 12"ADS :.. TOP OF WALL - y BOT EL--0.90 TOP0.WALL _ () _ EL.-9.00 @S.-0.23% EL=10.50 � ALL .rvo.. :. OP OF W TOP OF WALL '. EL 7.00 _ t,''I • : I ...I.! i I '', i,'., ;, ' -. EL.-9.00 CH-11 :..:.� , ''. • GS-05 TYPE"tif:U INLE�TOP OFI ' ..., ., ,. YORK BRIDGE TO BE DESIGNED BOTTOM CHORD g BY OTHERS.MIN. - D NL '' s GRADE BREAK = EL.7.00 2x2 YAR I _ GRATE EL os.., TOP OF WALL _ 20 LF OF 36 RCP _ ELEVATION 8.00 STA.12+50.00 - TBS _ _ GRATE EL 8.15 _ - EL=8.00 5.-0.25% NJ INV.EL. 0.40 TOB-10.00 EL.8.90 @ 1 _ �5)INV.EL.-(-W.65 BOT=8.00 'u�C..e e"` 24 LF OF 36 RCP 1 I I I i I I I I ! i E 1 I r I I t I i I PLAN SITE LAYOUT i arm' 1 r s x SCALE: NOT TO SCALE A i iI s F-1,� I I I �I I J �1 � I I ' 1 I i1, I I 1 I I' ,l I II' I r L 1, I I -4. 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I FL JACKSONVILLE l x , ffstr 213175 C These Tens are roe of York Bridge Concepts. zo2abmneuutra�e t.BW.zz6.417x FEBRUARY 21 2014 S.KIMBRELL 105 w P property rh 1 The are not to be reproduced or used without I. .;s'. i I Y P 1 1 1.1 t : n , , �. •:P: :, � , ,. ', ' ''I : ... �I lure N 33558 C 800.836.1_7 written permission from York Bridge Concepts.a Conce P 9 P I :I I it ak i I , r , it JI nu , , I I I , I t II I I I I ±55'—O" OVERALL FREESPAN I 2"X8rr RAIL CAP (S4S) I ( I ill I I' i " I i ....... ....... .. I 1 8X8 CUSTOM ROUND 1 � . METAL CAP I , I I; I 1 I I I I i I I i 4 I I I I I ilr I I 8 I: 1 I i. i I i II , I II I I ,I F I , ....... ... r I ' 1 a iI f ,I I k I ) I tlo o1S I o f�o oI' 1I Ito oli I °u I I If I I 1 t I ^I I I I i I i I Yr IA I I i If I I ° o 0 0 : . 3j i { .. . . .., ,.. .. ... .. .. .. . .. .: 10 X10 CUSTOM I T M ROUND METAL CAP I=I i I, L. I I , W .•. . ,..:,, IIA ,,. I - , ' I, r s I tl ; L; { I V: , : :, , ••�, ;. 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RAIL AND FINISHED LAYOUT YORK F a t i1 0 0 x 0 0 0 0 0 DESIGNED LOADING C l I I I I f � III c .,r 9 BRIDGE CONCEPTS a I I I •, , � �, ,� HS 20-44 L 400 DEFLECTION � ATL NT T an , � � ANTIC BEACH COUNTRY CLUB I he Professional Bridge Com , Company DATE/TIME. DRAWN BY. PROJECT NUMBER. SHEET NUMBER. I I tr JACKSONVILLE FL rr, These plans are roe of York Bnd a Conce ts. i :. property rkY 9 P zozabm eu�,r« soo.zz6.ansr y FEBRUARY 21 2 14 S.KIMBRELL 213175 106 k ( I They are not to be reproduced or used without r r d➢➢t;➢ ' � :1' ,_ � ' : , ,;' '' .. . ,.I (., • i ':I :',: ., Iz :: '• written permission lur,1133558 f:8W.836.127A P vn from York Bndge Concepts. I, u � I i I I I „ I, , I I I I II i [ i' p I. 1 , ' {f! ±20'—O" ±20'—O" II I » GUIDE RAIL EXTENSION ±55 0 OVERALL FREESPAN GUIDE RAIL EXTENSION 331, t I { _ 3 LIGHT FIXTURE f 14 8�4 LIGHT FIXTURE 'I AND POST O.C. TYP. AND POST BY OTHERS BY OTHERS q I it u I , i• f ii ! , t I Ii I i' , n I , s I' I 3 ;(I I .° 115)/2 f2< C { O.C. TYP. 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I I Iw r j { I i I I f I !li II I I � II, II, I II I i , 1 I , NOTE: 1 i r , , : II_ I I III 10 AND 14 BUTT PILE TO BE DRIVEN 20-0 INTO GROUND OR UNTIL REFUSAL. I r I I i j I , # , E X i ELEVATIONTERIOR OF PEDESTRIAN RIP RAP SHALL BE DONE BY 1 OTHERS. a r C , }F1HA SCALE: 1/8"=V-0" .6,: III 'a •,i W v 1' >�h ;;. I iI I u I a, �. S , I k' I ELEVATION , I3c�. S8€3r�i ,. _ - PEDESTRIAN AND VEHICULAR BRIDGE I {. { EXTERIOR OF PEDESTRIAN �y P N I Y h DESIGNED LOADING BRIDGE CONCEPTS HS 20-44(L/400 DEFLE ION a ATLANTIC BEACH COUNTRY CLUB „ The Professional Bridge DATE/TIME SHEET NUMBER:DRAWN BY: PROJECT NUMBER: Company '��' JACKSONVILLE FL :I,, I:I `•I I I I� ;:III ... :: These plans are property Yof York Ba C ts. zoza eti � h«� ,aW.zz�.ax 213175 They areenot to be reproduced or used without FEBRUARY 242014 S.KIMBRELL 201 iuil 33ii8written rmisaion from York Bride Concepts. II f.800.836.1274 II , t 1 s I r i I , i II I I I .. _ _:- .. a .,:_. -_,.tea.�t.,,.-_.—amu, -:<: •:,,.:_,. �,_,:.: ..: _.. I ,r,'� ( i _ I f55 —0 r rr OVERALL FREESPAN I t I;+ I ,Ir 1 I I I I; I I a It I I I I I r< sI I f I II i i a f" I I• I 1 t I I � I 'E r ; q I I � {] 'i sl I I• I E IPIi+ n i I 1 I i I t,�k f k I II, I 1 0.C. .C. T Y P .f5 4 u I II fl I I r I I I 1 a I tI I, I 301 ABC II 403 { I I 1 i t ' I Li 1r, I ; + I I r I II I i nI C e I H I iif hi I, 3 r ti � r I Iidf tof711 N 1 I is a r I' I i' it I I 503 0� :o TOP OF DECK_ gi iI I1 t ,t ;�i;', • ,. I"S, y; I II i. t , II 'I I I I I >I • • • • o '. II+ tii, ,'� ,.i,. >. I 'i; s. I I : . , I.. � f , .. .E 'I '.. ':. I ,.. • • • • • • • • ® o •• • • • ', f I 1 I II „I k, I ,1 I I I I • TOP OF PILE OIL I I I I II r _ EL. ® 7.80 I w I I EXISTING r I I !G I r I Ili I I +I: GRADE �— j] E I I at f r^! f I I I J a I I I rI I I 6 it I 1 I I I I I i I I 1; 1� II �+ I I ,t u I ! 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'.li ,I •.. , 'I , ,, , '. ;. i;: w "� . 5U{J1 H I.:, 1 PEDESTRIAN AND VEHICULAR BRIDGE l� (I •. �tl 11 EXTERIOR OF VEHICULAR Lr r, I I II 1 YORK I ,� ! 1•I I', !I I '�., I I i I I t I I, DESIGNED LOADINGir 0 0 0 0 0 0 0) I � k I I I I j I BRIDGECONCEPTS I I I �1 Ill , r: HS 20 44 L 4 DEFLECTION) ! ;! • .CI - 7 k ' ATLANTI BEACH COUNTRY CLUB I � ( / 00 CTION) a The Professional Bridge Company S � � � 0.4TE/TIME. DRAWN 6(. PROJECT NUMBER. SHEEP NUMBER. A k— JACKSONVILLE VILLE FL �rfitt� JACKSON Jr , • I , I :I .I ..I (I �, These plans are roe of York Bridge Conce ts. 2024 bmnello vace 213175 - rl a property rtY 9 _ P sW.zze.4nx FEBRUARY 21 2014 S.KIMBRELL 202 I. They are not to be reproduced or used without d i `' "I• " ! el ;,A '� , 1.,., ,, .. ,:.. written lutz,11 33558 L800.836.1274 + ;? � �� •I�,,Ir �L,I tl + ,;,; I I 'rl) �1 ( I permission from York Bridge Concepts. 1 , , i yy 1 i i i E I I g`r I R � 9 . ' , : I I I f20 -0 — 0»±20,GUIDE RAIL EXTENSION ±55'—O" OVERALL FR EESPAN GUIDE RAIL EXTENSION I I 1 u I ,i ,II i II I I I II I , � I I , { i : IIi 3 1 I it f 14 8 4 I I , O.C. TYP. I i — I ±2'-5)/2" I , I ;I W � 1 301 ABC 0.C. TYP. a 0.C. TYP. ! I I � t :Ii i i ij i, !i I "{ I {I 1 , 404 II I t : C I F i I 1 TOP OF DECK 1` � I i' i 0 a I I o O EL. 1 1.13 i it k ! ® o I I I , I I 0 TOP OF PILE EL. ® 7.80 EXISTING II ,, C GRADE � I I , I I I 1 I, I, I I F I I` I , 1 ( I Ii I: I 'n I I I I r,b`r I I i ".I ( I I I I i i I I I II E i I rrr r" I k 1 � I I II I I t' E I P a SI i I , f I y , e. , , '7 I, • , 1 4 I I I' Ir , ur I I a it I I � I ( I it t r� ! II I ( n I I I I ,I I 1 I II 11 Ll L x R.I ,p i ' `3 I I i I 'ri I ! I I k i I r I I I ( III 1 10 BUTT PILE h I f! I I r II DRIVEN UNTIL REFUSAL AL r 14 BUTT PILE i "k P € • ,, I'I" I �. , , , L. I I ' DRIVEN UNTIL REFUSAL i I Ik � ,1 , » 1 ('' f20 —1 O.C. f53 —2 O.C. — I f20 1 O.C. I � II I y I a 'I I I ( p k I I + I I I i } is , , I I F + j I 3 NOTE. I n n k I R I. 10 AND 14 BUTT PILE TO BE DRIVEN 20 -0 INTO GROUND ' I ! I I I I i I�� OR UNTIL REFUSAL. ¢ II I. it I.� , I I ' Ai IELEVATION - INTERIOR OF PEDESTRIAN RIP RAP SHALL BE DONE BY OTHERS. is t , I I A� s t I !' �-+ I I i I ( I •iC+ I i !Y I I V .I ,!• I 1'r '. . I :. III I :. ' t r,l ' ' ' '� , w a � i' �I: � �'°'�✓ ELEVATION- PEDESTRIAN AND VEHICULAR BRIDGE 58371YOK INTERIOR OF PEDESTRIAN a a ' , I ,I!.. 1' I •., ! , I ' I. ,,, ,I� :, W _ _ DESIGNED LOADING BR .. "' I IDLE CONCEIT s „ I ThC HS 20 44 L 400 DEFLECTION)BEACH COUNTRY CLUBom anYe rofessionand e i I i , I DATE/TIME: DRAWN BY: PROJECT NUMBER: SHEEP NUMBER J t ... .{I . -.:, II t ,.. • ue 7 V t a t � JACKSONVILLE, FL of York Bridge P 2024 bmneo trThese plans are ProP t.SUU.22G.4178 I TheY are not to be reproduced or used without FEBRUARY 21 2014 S.KIMBRELL 21 1 75 203 ,. , lul 33»8 f.800.83written Perm.ss.on from York Br,Bridge Concepts. 6.1274 j i I I i ,i, I I i •Ilr� I '. r ' I I 'I i j I` : : I tl , , I , tf I i I € I , I I I I s' s it a I I � l I �;Ii(kP`,I I1'�,,''•.I,t�jIi�I,di�,aa��II;ILs,FiI'L,:t�`�'�l:Ia.'';I,i:;,i.',,'''r;..t'�:r�FHI�e.,F,�Iu.i'�,,,hi��'tI,I,F1"r�i I llI IIS1�IIi�IIlIII�II�IIIII�IIII ,'I �I�{II,1i!I1+iI1{Ii�1,,li,,€IIIIIIIII III� IIIIII � ��,IIIIIItII€III,I;II,III�Ir,II I I; IIiI ''l:;>;1I'I�InIlIIiIIIII1IIIII'IIIIII�1I ,rYirI,�IL�•I+{�„G�Ir��I�IfII1III�`ir1,'I '3i1kIIs.!I,I:I=I�kIi°I,I�{�'1,II,,III ''I,IIIII . 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HA SCALE: 1/8"=V-0" ELEVATION— it I�11l III I I IIIII�IIIIII�I, : �€II '.,I,II,�aI•i ' € : j{ ., 0 0 0 0 0 0 0 PEDESTRIAN AND VEHICULAR BRIDGE INTER IOR OF VEHICULARYORK DEIGNED LOADING BRIDGE CONCEPTS HS 20_44(L/400 DEFLECTIONATLANTIC BEACH COUNTRY CLUB IL +. ,I , (., : The PI'OfBSSiotlal Bridge COt71pC'�Il}/ 1. { . a DATE/TIME: DRAWN BY: PROJECT NUMBER: SHEEP NUMBER: JACKSONVILLE, FL .., . , :: These Ions are roe of York Bridge Conce ts. i t r P P prP 2@4 bmnello lla�� L8W226.4178 i!i i 213175 FEBRUARY 21 2014 S.KIMBRELL 4 They are not to be reproduced or used with �� I ' written permission from York Bridge Concepts. lut'<,ll 33558 f:800.836.1274 t .II 5 i I i I I ISI I: I J - I k ',A I I E , l f41 —4 I' I! t I OUTSIDE OF POSTS 1, i ` li i i i ( I!, I: , � I i r I I I t I R I ' I E I _ I 1 1 f I , I I I 1 I I l I a r' r I r i , I I € , I 10 X10 CUSTOM M METAL P POST C A , , I , L , , I , L, , t I 8"X8" 8"X8» CUSTOM METAL 2 X10 » GUIDERAIL CONTINUOUS BLOCKING I I ROUND POST CAP 2X3 LOU X9 VER (HORIZ.) y2 LAG BOLT I I i ;.1 I I a 'I , I I, f 2X8 RAIL e , II CAP 2X4 LOUVER 6X10 GUIDERAIL SUPPORTS V 3 �' `i 8X8 POST �� (4)� X16 TIMBER BOLT I >, 4 I 3 X8 DECKING „ » (COUNTERSUNK) „ » C ) 10 X10 POST ' „ » 2X8 WEARDECK I i 3X8 STRINGER #12X4.5» SS4»X4» POST 3 W/�4 X18TIMBER BOLTS I.I. �r,,!�, .,, rir 1.I, i,,i,Ii,l{j ,,,,,� ,.1I!I1:,,, ,, ,II:., ', i :-;�I:. ,:;: I �., '... I .; ,:L•l t I , I Ii II II;,,,, II '' I I: „,;{I ',I ,,,' .: I 2X8 BLOCKING SCREW 6»X10» CURB = 3X6 SCRATCH/ X14» , HEX ,',Sa<I�3a1tli4,, ,1IIIIIIItIIh�hakl1jI .,i�IIIEII ,IIIIIIII'I IiIIII,)iIi ,:i1•,,,!,;.;II.,�'+,� ,,,,,I �Ir, II ''. ,I; : ; - ;S�I �M »- —P— S: O' _N II » BLOCK L—O_T C-.KBOLTS 1 y4X21 CARRIAGE BOLT DECKING (RS)„ —Zllt 5H BLOCK O3�4 X20 HEX 6"X1 0"X40” CURB 2X6 NAILER A_IL�E�RW/ X7 LAG B BOLTS 4X POST BLOCK SIZE VARIES) 4,x »D727HEX BOLT3 W 3 X10 HEX BOLTS _ 6.75»X37 » X55 , GLULAM ON1X8CLADDING D9573 W/ OUTSIDEON OUTSIDE 34X10» HEX GLULAM BOLTS 3/q»X8 LAG �4»X14» HEX4 .T; 12X12 PILE 4„X12 BOLTS BOLTS SUPPORT BEAM 6.75»X34.5„ , , 3�4,X14 HEX GLULAM BOLTS MSTA 18— II I IIIII ,,4•i> `�.,,�I�f�.�tf�tf"r,I.i:,:,.,,I, E#es,�S"i 1I�ifig,6II I�I!IEIII l IIII IILIIIIIII ., 0 0 00 00 0 0 �.. a /C .-� Am Z EA SIDE 14»b BUTT PILE 4"X12" BLOCKING (RS) X24„ DOWEL W/ (4) D9573 AND 4 3X6 HEX BOLTS ' NOTE: SECTION PILE SUPPORTED MAT ERIA LSRETENTION VALUES ARE BASED ON CCA AND ACQ TREATMENT PERCENTAGES FHA SCALE.1/4"=V-0” ,c� , a it � SECTIONPEDESTRIAN AND VEHICULAR BRIDGENo. 5387YORK PILE SUPPORTED _M ATERIALS DESIGNED Ai I i I RIDGE CONCEPTS IILI ' , j II ., I . I I � ; � (L/400 DEFLEcoN )The Professional sndge CATLANT C BEACH COUNTRY CL Bompany I DATE/TIME. DRAWN BY. PROJECT NUMBER. SNEEf NUMBER. JACKSONVILLE t LLE FL These plans are property of York Bridge Conce ts. .. P 2024 brun�llo base t.S,b.226.4178 /, L. > I,., ,,,I The are 4 t �i , i : : y not to be reproduced or used wdhout 4 S 9 ;i : J i a , -, , I a FEBRUARY , .. ,.. '.-! wntten per lutz❑33»8 , t RY 21 214 S.KI 21317 p from York Bridge Concepts. F.8�.836.1274 t i i i MBRELL 5 3O 1 A . , i I I , 'I , i I I i I II i� ,t i I jj f� 1 11 , 1 I I I c i ,I Ia I 'I I I I II I I I I V I , I i I 44 I ,k {{ i I , : . I I � y ,1 1 , 1 I k I I — 0 VERALL 1 f 1 ±42' I 4 , r , I ' r I A 1 i 4 I J : I I — I ;I - + I f1 -9y2 f8 0 I t II _II f8'-0» f1'-9y2'r t21' 0" CLEAR t9" I , I' R CLEAR f9 C I LEA_ ,1+ I I i4 11 ,; I I I II II I , fI I f , GI II I i I 1 I > » I , — , f2 -3 f2 3 _ 3 f 2 3 , I ! 3 O.C. NP. 4 f 3 O.C. NP. 2 � .C. NP. F- f h 4 0 O.C. TYP „ „ I , _ O.C. _ f2 4 O.C. III III h ca A I k I H { I Ir I ! i 1, I I w I 1` Y l I = ri't^ 1 I 7 I N i F'— t I 1 U O 2 _ U s l'kk III Cfl O I� 'I ) 00 _ — II r' I , , I I I (/J o w C7 F— `!I P7 I i I I l I I I i I O = :I i » W -H N N d' O L I I I Illi 16 r I �-I r^ W -H 1' I -H 0 , I i v , ' "': �_) .:f i.',. i I:. 1. ':' •'• ' , :. ,.. I + I , 00 I I I W — 1 i � +I I !I 1 i I I ?I l f I I I II I,I 3' 1 I ! I r 41 I Isi I' II i ,yI I C ,' I I I I f � , v .II 1 1 li II i I y , I I , I , 'II i : :;' » - .C. ±9'-7y2" O.C. L' » - -11 O.C. f4 -11y O.C. f4 11y2 0 t q9 -7 O.C. f4 11y2 O.C.O.0 y2 2 y2 I I s4 I I C IIID f39 -1 O.0I . ) I r. � I : t I I. ' f I� � ' I •I I , 'I III It IMENSIONSSECTION _ PILE SUPPORTED D I j u 1 aOSHAN 0 /, 3 �� SCALE: % I ' r — I I 0 i ION I I 1 l SECT I I �I I I � L i i 1 t +},� 1874 I _ {7 aNo- 58 rr BRIDGE PILE SUPPORTED DIMENSIONS AND VEHICULAR i DESIGNED I LOADING _ : I 0 o -,, H�`{i "' , HS 20-44(L/400 DEFLECTION))BR SHEEP NUMBERDRAWN BY. PIDGE CONCEPTS ATLANTICBEACH COUNTRY CLU PROJECT NUMBER. The Professional Bnd9e Company u3 FEBRUARY 212014 175 30 1 B�jt JACKSONVILLE, FL S.KIMBRELL gg k I 'I :f f37ii7 of York Bridge Concepts. 2024 brunellu t— These These plans are property 9 out I ,- ,III ,'! , ;1 ;. 1 `I a are not to be reproduced or used wdh ) I. : ..'I ! i , f ; :. '.I - They p I...ll 33558 f:800.836.1274 , ! I. I.. York Bridge Conce ts. .4 ,. I' § !• 1.,: I ,: I ':! : s '.I written permission from Y 9 p I I t : 1 t I r i i 'I i yi i I I Ip } � •I' I E , i: I I 1 1 I , fI , Ii I I I it I 1 , { Ih w I. I !II jI, rp` I 1{ 1 I i I III ' 1 i ( 4 7 406 I Lt 4I' 0 1 � I I I I f" I " I 1, 607 I , air I, I ''11 I I o��+ai,a9�do'4d.aa#)'8�y3hPIi�tl'1�I.i1I iII,qII(wfIICGp1IkGrf6I@CikkIlIII iIIIiIIII1IIIIII III:I�II'II Yiat�I1III,IiIIII,tIII �� I III.. 1I='II:,,.,'1Il,IIII'II',IS''lIIIIIiI�I'lItI,II�Iit1l,I(1itIIA)IIIIil IIII IIrI(NIhI1k1rk.„,t .:.. . , I riIayIiIIp,I . I I IiI+I ,I ,,I I , 0 0 0 0 00 001 00 0 .._✓,;��_ a4 ,ra %9�-..• .,a _... � II 606i A i608 60 MP r # oTION _ PILE SU PPO,., RTED R EFE6R02E NC ESSEC , SCALE: I1/4"=I'—O”4u—1! 0_ 1 N 8 1 N t I I SECTION ON 4, �I7 8� PEDESTRIAN AND VEHICULAR BRIDGE PILE SUPPORTED RE F ER ENCESYORK I DESIGNED LOADING TABRIDGE CONCEPTS 20 44 (L/400 DEFLECTION it ATLANTIC BEACH COUNTRY CLUB DRAWN BY. PROJECT NUMBER. SHED�TE�NM� EP N UMBER.; t, The Professional Bridge Company JACKSONVILLE FL 213175 FEBRUARY 212014 S.KIMBRELL 301 C rore of York Bridge Concepts. 2o2TheseaIons are ba bullo tar800.226.a17s without re not to e reproduced or use I' I. IIIiIII lulz,ft 33158 f:8W.836.1274 written permission from York Bridge Concepts. k, l I i { ' I 'I i I N7;#�u��tl��Rr.rrtl,IaI{,�d1nont;,1,Id"uaI.nI IIIIIIII I,I��I�,IiN,�rl=IPII�IIryy4l,I,,�P„Ii , I,,i7i•,,.,: ..II�I{{I)�I((l��I1IIlCdIkkIppYk�Is€�tIIfkI�{CI+I >•• . 3��1IM�IIfJI�(yI+IIII1i,I�IIII,iI1� III,'IIIIIIII�IILIIII�IIlIt'I ....' .;':�,a+,•>,�.,,IIIfII'ICII'II,IIIIIIIIIILIi .{I1ai,i,I1,I11i1iii,1,I,,IIIII,III1I1 IIIIII l ri11i�rIIIIIIIIIIIIIIiIIIIIIkII1Ii,I � 1IiIiILIII11IIIiIIIII,I I,I!II1I,IiIIIii'it�Iitf,I,1II,iII 1II I ,III 1':Y,;':!!','.IIIaiIIllIIII�II'rIII'1I'I.'li�iII1''IIIIlIIIII'IlI! iII!k),IiII�I1i1IiII.I1�ifiiIi1I s•'��,I�','i"II'I''{1,,,If�liII IIII II 1iI;I4 1IiIIIII�,:I'II IIIIIIIIIIIiIiIIrII ' II II'r�II I1I I IIII .' IIIIIIIIIIIIiIII III t,li I : IiI ift �If1'IIIII,IIIIIII�I 0 0 0 0 0 [� oII o O �p r {3 J � - ' Oo 1 ' 12 OOo0 2X 4 LOUVER VER SUPP OR T 4X4 POST �1A0 8X8» POST 0 i If 2A I i RAIL - ENLARGED EXTERIOR PEDESTRIAN ELEVATION t t 0 SCALE. 3/4"=1' RAIL- a� say PEDESTRIAN VEHICULAR BRIDGE ENLARGED EXTERIOR PEDESTRIAN ELEVATION__x YORK 3 DESIGNED LOADING Mir BRIDGE CONCEPTS SHS 20-44(L/400 DEFLECTION)ATLANTIC BEACH COUNTRY CLUB The Professional Bridge Company DATE/TIME:ME: DRAWN BY; PROJECT NUMBER: SHEET NUMBER: 6 I IIIIIIIIISIIIIII '. I , ;'.I i, I I I.'. 3 \ 1 1 1 'I JACKSONVILLE FL a 213175 4 S.KIMBRELL 40 These lans are roe of York Bridge Concepts. 2024b.-II.I.- V8W.226.4178 I P property rtY s r f 1 t i i t a FEBRUARY 21 201 They are not to be reproduced or used without E I ml�,n 33ss esW.ss6.1z74 written permission from York Bridge Concepts. t”i pl I'I I I I I :x'17 l 1 k I I , qlI I , I 1 i' I i , I 11 - } 3"X8" DECKING f 3�/4» 2"X3" LOUVER if ,• ` "N t 1.' I d I i 1 E 11 3 I X20 HEX s ;; C BOLT (2DW,1 LW,1 N) I �:^,JaIi�7x1i[,�1qiIYkI3J1i1[•I 1IIIII �7I1II.,.•!;IIIItiII.PII`1lI•,., {1�IIiIIIIIIIIIIIII(L1IIII t,iz'-,.'rI...•:.`,:t.r:,';I,',.: .aI�IIIIIiII,IIII1I'IIIIIIII1I[,1r,III .-„.,�aI,Lia,ILIIIIIII,frII1h!1lII,hIIlL!!„ l l1I 1{{11d��I4II�1II ;II1!iIIiI,iIiGI(l!!1IIiIIII.i iIIr1IIlI1I11II:II111Il'IIIII!LII .IIL111IIIII1I1IIIIItSIIIIIIiII1II ” J�i�iIa1iIiiI1II,1{iIIi1a,1,liIi,1IIIIIIIIIIII. {IIIII.Ir(I'IIL�I i'IIIIIIIIliIIIIIIIIIIIIIIIIILIIhI r iI.I ,li1IiI IIIIII 1III, ,1{,1{I,IIIIII1I!IIrIIIIII,IIIIIIIII11I ,I,IiIIIIiIIIIIIII!I!IIiIII!II _I11IIII ,'''II'I:1;:'1III''III'IIfII1IIIII1IIuIIIIIIIIII'IIIIL,i 1)IIIII1III i��1)�'I'IIII1+II,I'1III I �,1ri,1i�11J�tI{'11,rhi1,£,iII1IIrGrIIIh',Ii •',.•„,,. .iIIIIIIIIII I11 z1}}jIS ,.... �,..: ,.•'Fa,' I 11IIII1I1IIII II11,IEII{ItIIIIII,IIILIIII4II;III �t=t'•:., . 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FEBRUARY 212 14 S.KIMBRELL 401 —2o_ab� c,r The are not to be reproduced or used without IIIIIIIIII •I IIIII1II1I � Lutz 1 33558 £800.836.1274written permission from York Bridge Concepts. :. I 2 . I i 1 i , I •I I , j i I 3 L I � I , I I i ,a tt 612 �I ,�-;� I 11 •I 'I , I fl I I I III 1 2X4 LOUVER I I I I I SUPPORT I , II I i I 3 , , I I� i I E I , t i j 402 A I'll' 1 s I I� i I , I i i I � I ! t , 4 I I r C I i r I I 3 , I , I t I , ,r I I •� I `� I I i I c r c � •1 i � Iff I � I 1 I LM r 4 + I I i �I I I d lip i t 7 i I i I { i I •f i. I' I I' i t I III � I I I I t I t ! II I I I u I �! I , I f I II , a' ;II I , I I a ! I' , I r , I 1 r i r { 1 r 4 I I 1 Ik I I rl I I I ,I I t II , ,• I I I ,I. , 1 ji! I 1 8X8 POST It I d •I t i I i IitI i it za I I k „ A I 17 I hE I! i K I i li I f •i I, {' i ,rI 1 I 4X4 POST i •i� i I �I I h I I ! II I r I I II s k'I, B !•; II a i 1 !I } �, 'III f�, is II I sill +�,. ', '' � �! - EXTERIOR PED. ELEVATION AT END Li RAIL ENLARGED EXTER 0 i'� III I Ir � SCALE. 1"=1'-0” I I , AlJ 4 r � t`J �..�+ L � J • } i I � �� s I ' I (I f l� I RAIL— Is PEDESTRIAN AND VEHICULAR BRIDGE ., I _ ENLARGED EXTERIOR PED. ELEVATION AT END I 6 II I I YORK - _ ° ,1 I=i ,:� 1� I I I II, I• I �, �II DESIGNED LOADING oFF0 0 0 0 0 BRIDGE CONCEPTS HS 20-44 (L/400 DEFLECTION) s f I I I ATLANTIC TI BEACH COUNTRY CLUB ;• I � LI _I I I I ti •� , I .II ,I II I I, `I i I , DATE/TIME:ME. DRAWR� PROJECT NUMBER: BER:The Professional Bridge Company SHEEP NUM i lute Il 33558 . . JACKSONVILLEFL Conc FEBRUARY 2213175Thes® plans are property of York Bridge 2 023 bmnlla tar.82 ��� 26.4178 12014 S.KIMBRELL The re not to be reproduced or used f8W836.1274wn written permission from York Bridge Concepts. 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ELEVATION AT ENDYORK ll , Iif DESIGNED LOADING BRIDGE CONCEPTS 141 HS 20_44 (L/400 ATLAN C CH COUNTRY CLUB s The Professional Bridge Company DATE/TIME: : Ir DRAWN BY: PROJECT NUMBER: SHEEE NUMBER: JACKSONVILLE, FL fc.s8o1YoJ..836.1274 402 ATheseaPIons are property prof York Bridge Concepts. zoza�No � zze.as FEBRUARY 212014 S.KIMBRELL 213175 They re not to be reproduced or used without lulu O 33558wn written permission from York Bridge Concepts. 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HS 20-44(L/400 DEFLECTION ATLANTIC BEACH COUNTRY CLUB The Professional Bridge Company DATE/TIME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER: '. �� J ° � JACKSONVILLE, FL ^ L • II f , ( , S s These Ions are roe of York Bnd a Conce ts. / i P P P� 9 P zoz4mv�eu�aae cxW.zzG.4nx a t 3 FEBRUARY 212014 S.KIMBRELL 213175 q03 '1- I: I '., :{ The are not to be reproduced or used without J J J 7 3 i J!i lutz,11 33558 f:800.836.1274 written permission from York Bridge Concepts. 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ROUNDED CORNER —H 6X1 0 + 3/4uX20n HEX 0 GUIDERAIL BOLT (2DW,1LW, 1 N )CUT POST BACK 2 BOLT TTERN OUI�E � BOLT PATTERN AT BOTTOM OF POSTAIV SCALE. 1 1/2"=V-0" L� 5CALERAIL�o. a�� PEDESTRIAN AND VEHICULAR BRIDGE TERIOR VEHICULAR ELEVATION CONNECTIONEXYORK DESIGNED LOADING sS TA7BRIDGECON EPHS 20-44 L400 DEFLECTION 1 ATLANTIC BEACHCOUNTRY CLUB The Professional Bridge d e Com anY DATE/TIME: DRAWN BYPROJECT NUMBER: SHEEP NUMBER: I I�IIIII�iIpI , �I � JACKSONVILLE, FL ¢ A II I i 13175These plans are property of York Bridge Concepts. 2zuz4�N ���« o . S. •! - ,., i w;, I : ! I; ,:. .{•,.:.,a s,I[�, ,',.,,,.f:,;1 I : ,1- s t�I�:,, : I! jI,I `,Iy `, r! I+. •> t , : ' 403 sed withoutlulu�D 33ii8 C80TheY are not to be reproduced or u written permission from York Bridge Concepts. .836.1274 I' I LL i l I II f pp F 0.l r 4I i , I t�L,1INr�k�sII ¢�r,a1I�III ;. 1;I!I;r;'iIi1,„wii1fIi•,I.IIIIIIIIiItI1II�IIIII _ � 1�i{{II111{IIIIIi�I�!IIIIIt�IIII ' i�iI�,IkIIIIIIiIIIIIIIIIiIIII . 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I 2"X8" RAIL CAP 8"X8" CUSTOM ROUND METAL POST CAP I I I I I' � B I I I .I I , I I ' I I T 99 sIi I: 4l 8X8 i ! - II ., �, I, ® 8 X8 POST i I I I I I I' f I f I € I k I I I I J :`t rl f # a( I I I » �. I 3 0 l_ I 3 I I I I �f f I , II 4 I I � 4 I I r #, f , I � � r I 7 II I I 7 „ I I I I 4 1 �'` I S I I ER UV : I I I X3 L I 2 I h RAIL CAP ^i I R L: I X 8 I I I 2 ;Ilk I I I I I F I, r � I fIh r : I”tS w! ( IL I Ii I I I I I 1!6 I 1; Xi i } i 1 J I I I i I k # I � i o S ISi>� I S� , I I I I 1X3 ; ! 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SHEEP NUMBER:DRAWN BpATLANTIC BEACH CO�NTRY CLUR . 9 ; ' .,, �{ I'Iu I; ,t , >.I ,( : I I ill ,,, I ✓ I 404 ABfld e Company z13175The Professional JACKSONVILLE FL FEBRUARY zlzo14 s.KIMBRELL j I= l ,l z6.a1 7x SW.2 '_ ' ''. ':. ..., j :.' , L, - I i_ � '• nee ts. bmnellu trace t. These plans are property of York Bridge Co p zo24 used without The are not si be reproduced or lutz fl 33558 C 8W.836.1274 t wntten permission from York Bndge Concept , I 1' L, I^ I I I, 1. , I I I !. Irle I I I ', I I i, I II II I ....a it �;'t1IIItIIII{iti1,1j,I+tI,,11j,I.A!!IIIi'IIL rltIlti1dIf�(`ktII+Il[kI�,I�ILIIII,�� .1II1IIiII1I!IIIfI IyIl :'IIiIiIIIIIIiI,IIIIL:IIIIliIIIIIIIIIIIIIII II�IIIIIIIIIIIIIIIIIIIIIII1IIIIIII�IIII IIIIIII'1 i1lIIIIiII,IIII,IIiIIIi�I1I,I,IIIIIIIIIIII, �':.alIrrIIi!,•j'i1!i,iIiii'Ii,nI'II, cIlPLrI!l�I�I'I��riIItLl•`i`,II-:-:.I'.,',il;';�,..''...'. 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I III IIIIIIIIIIIIII�IIIIIII -. tI , These Ions are property of York Bridge oncepts. 20246mnllotrce c8W.zzG4178 / f0 \ used without i I 1 They are not si be reproduced or lulz tl 33558 f:8W.336.1z74 written permission from York Bridge Concepts. , I I I I•;; I ;I 1 I I I I I I I , , I _ I I , I I , I I I it III', k � I I I I I I {� !i 10"X10" POST �I �, 10 X10 POST x Its II C d 1Y4 X21 CARRIAGE BOLTS (5) 1X18 TIMBER BOLTS -, t,t ' ' � IW DL48 PLATE : 't f ( I I is I a i I TE I D 48 PLA , I L I I 1 1 rl l � rI j r 1 1X18 TIMBER BOLTS i I I I I I I h. 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SHEET NUMBER:.The Professional Bridge Company r ,� II g r s I' I ONVILLE FL d „ LI JACKS 213175 FEBRUARY 21 2014 S.KIMBRELL 405 A i These plans are property of York Bridge Concept _oz4 bcunel1.trace i.SW.226.d178 The are not to be reproduced or used without Iu� - ,11 33558 f:8W.83G.1274 written permission from York BridgeConcepts. t {.i i 3 I I 1 I. i I i B I I I I 1 I i' .I j , f I 4 I 1;3 I I I I 1 �12 SECURE WITH » 1.5 6PIN LOBE —8"X8" CUSTOM METAL + ROUND POST CAP IN SS SECURITY ` III SCREW i I 2"X6" RAIL I CAP I I I it I I! 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FEBRUARY 0 These plans are property of 9 PFo,, runello trace t.8The are not to be re roduced or used without 33558 f:800.336.1274 written permisalon from York Bridge Concepts. , I I I [ I I I tl r' i t I r r” I I r , I ; , f I i I I , : _ I I I , IIII if i I I I I I , I I I + I I 'I II I li III i I 1 I' I 3 I - I I , I I i I I : h �II I5 EX + I 1 ! f 8» 0, H (2) 4OD NAILS BOLT (2DW,1 LW,1 N) @ EA. 2X8 STRINGER ',I � r '':,. :t .i; I ', I I ,II: L., '. I� I I• i { 1 �. ' i ', i I ' ', TS 40D NAILS D9572 BRACKET HEX BOL (A- 1X16 ,'•I I I STRING 3X3 X3 ) W� N 1 I @ EA. 2X8 S ( 2DW, 1 LW, 1 1 I58„X6» HEX BOL T „X12WINGWALL4 I I BOLTS 1 X 16 HEX I CAP I I ' I N „ INGWALL II 1 W _ ; , , , II , I I 2DW, 1 LW, I 3 X8 LAG BOLTS I � I 2X12 L � I+ r .r ; I 1 { �, _ ” IIS /8 SII CAP ilk I i G I , I I t I� I \` ^d \ a I Ir I I I i �I I 1 I : — j ® ® ® 1 I ® \ — — p 1 ® ® ® ® - - ® ® II r + I e I � I I � i I , I , , I I I, •I, Iu I'', ,.. 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' ;.., , ., a _ written permrs 1 I I , I • t I al r , I I I { I I r I , , I• I 1 I: I � 1 I I I. fi I I A A J _ ' , , I oZ i" , �I fi I /a"0 HEX BOLTS, TYPICAL I I „ ( I I l C i t /. f I l + • I 1 I I I d �. I t IF r a � 1 `'s I E4 _ � i S i 1f i,. I i , 11 r I (' i' I I I II { i I I i I I I I I I I i � I SECTION A—A k I I g 9 I , , 3/a„0 HEX BOLTS, TYP ai,CE4 - , ,Eit ij I _ t � I 1 p ( I 7 I I: r I SPLICE CHART A 1 10"0 14"4 B 6" 8„ ' t I I I I t o 7 t II Ii;; I t I I S I I I I I li ! 1 r f f Ii I � a fl I ie�i I I' t i t i � I z N ✓ i I I L, N i 1 u � a 1 i I + I c C 7 I I 1 � i4 •! , I 1 I � I t I DETAIL r i 4 — I I -� i I J . { s ! I ' ' PEDESTRIAN AND VEHICULAR BRIDGE „f Ir 58874 - PILE SPLICE i ala YORK .�= I , r If tI DESIGNED LOADING 1 F, , I I' I I f a�5 ,II I I I o F � I BRIDGE CONCEPTS I I I G CO C S .I III r i I I - HS 20 44 L 400 DEFLECTON )ATLANTI BEACHCLUB The Professional Bridge Company I - is DATE/IIME. DRAWN BY. PROJECT NUMBER. SHEET NUMBER. 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SHEET NUMBER.The Professional Bnd a Company ATLANTIC BEACH COUNTRY CLUB , t5JACKSONVILLE, FL e,,,,I�I.,r,I r � ra r! ,I;,;.. I•i I. I , s -,,,. ' ,I. ,, ,,I II. , ;(I: iI i „ ,: '.I I 'I , c S.KIMBRELL 213175These plans are property York Bridge Conce Is. 2024 b « r8a,.226.a8 FEBRUARY 2120144l 6 7 '' i , oj Thttbdd ditht written permss,on from York BndIul 33558 f8 .83G.1274 . : i I I IIh, I I I k I I I I I; I I I L' II' t fj yg 3 PI. I I w<• a I I,r i I I I 1Jii I I s pp y I , g i III I i I � I , i, II% I I » NAILS I� 1OdX3 � �I I h , I I I� 2X8 BLOCKING I i I I r I i• I I I I I I , I , I a I , 3"X8" STRINGERS ON PEDESTRIAN I I I� I I I 9 I G, IIi I I I' I iI I I 9 r: v I , I 1 L , II II.i I' I 44 I } t 4 I I' I i i' yy 4 ` } 1 I + I I I € I I t 1 I F V I r r f C 7 1 ii I i i r, 1 , I I Y I r I i I 1 1 I I I { I I �I I U I # t + i, if 1, } s I I { ^N `f III '.II 1 I I II � I 4X12 (RS) s[ I p 11 I I �I I I ` SUPPORT BEAM I- f I` t (r 5Z— CLIPS I cc I H I I : I {� i I. 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IIII ` DATE/11ME DRAWN Bf: PROJECT NUMBER: SHEET NUMBER: i ,:•,4,,I,i ;. ,'' .r.. I� �I I is liII I! a ', :",,i ..'I,I t,iI,..' � ':,r.. .! '. ,.. : JACKSONVILLE, FL TheseaPIons tare PertY of York Bridge Concepts. zozabv,eo3 « �sa.zz�.ax a are reproduced or used withot FEBRUARY 21 2014 S.KIMBRELL 213175TheY re noto bro 609 f:800.836.1274written permission from York Bridge Concepts, uz,133558 rI. I II I I ^ I I I I I I I ii j I 4 I I I I A : g a S t, I I I I I I i , I + ;I I I , # I BOLT HEAD TO BE { I i I I i I N O O 4X12O f'z „ BELOW THE SURFACE f 1 I II I �. I o OO DECK 1 ,i ; I I . , O O @ O OF THE DECK O ' ,I I { li l Il , + , '' STRUCTURAL SEALANT SILICONE #i I DECK I , I I I I II ! ±7" I p I I i + {„ O.C. ` 3�8 X7 `I is .,, LAG, 1 FW Ia1IIIII'IrliIIIIrI ,I'lIIiIrr, +'.I I:IIIII ,II�Il,,III{{IIII�1i:` I 1I!I!tI1I!IIIIIIIIIII ',.III:IIIIIIIL, �!,IiIIIIIIIII '...IIIIIIIIrI IeI,IifILi,!ir#rI6I.irG.:it,`.: •. 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I I 11 i wV n! i I I' II 1 , Ii I-, 1 I k I O h , , ' I , `'II Ili I t I 11 i 6 I I I I 1 O 1: Q II F r I I I I I 'J I ; Irl j l 3 I r I I 1 i I I II I I , I r, t I I I ! t I I 1 7 3 I I I 1 i N I t 1 i I i 1 I 11 I I! 1 I I I {, I lq I P i 1 I' I i I I I I I LI I i I 1 I I ul I r I I I� $ i i s t , I 4 I 1 11 F , r II u I I e I 1 I I J' I I I I , q 1f II I { I NOTE: it I {' I I I II NAME PLATE SHALL BE INSTALLED AT THE ENTRANCE TO BOTH PEDESTRIAN I I " SECTIONS OF THE BRIDGE ONE PER SIDE . I I i t I is i I, E I ,i ( i i I 4 { I ! I I 1 I I , I I i I II i V I. I I { CIS, , "•I I I Ili 1 II I: , I I, I c I I LI 1 L I 1 a I t 4 I 1 II , I I I I I ( `r u i I ill, c 1 I I I I i 1 'It i II I '! I i ! f I I I I I I ) ` r , 'a IIt {' I I I i 1' II t , q I I , I i I II rS I I ] I I I i II I E 7 I I I \� i" I II I t i I I 11 I tt I;n I I , I I ik� I I I I L � c . 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".• ,�� g Y DATE/TIME DRAWN BY. PROJECT NUMBER. SHEET NUMBER. �, ,> JACKSONVILLE, FL 3 I , ,.nI:.,;r., I, .,„..�,ntl,,:I ,,:,:.,,'.':.:.,; „..:,I,,.,.:.. o;•:I II.. ', r,, 1 Gv,,,..,r:t, ,f.`,. I I , II ,! .: : : __IJ.:II�, i�,ss I:'. IG : ( : r f t S.KIMBRELL 213175 These ts. zozabNear aoo.n_ FEBRUARY 212014 a 616 1 VPIons are ProP of York Bnd a Conce They re not to be reproduced or used w4thout m�n 33ssa f.8W.83e6.127a4wn. en permission from York Bridge Concepts. .. Ir I I I I I I 'i , , 1 , I i I i I , {"Illi i i Ir I , I ` :{��S,�»��,,i.,tiItI€��,,9�f,1r,(,IiIII IIRkIrt�f4.Id3PIrt�Ir1.rkKlPhfIhkh,ha^Ik! I _ , I rI'iPII:IIIIII'III,IIiIIIIL,,I IIII ,i .j1i1f,aiI1{IIiIIIIfIilII:IiI . lrIIIIIIIIIISII,I +�1,4 ifI,IiiiI(IIIIIIIiIIIIu ` IIIlI'IIIII ,.-LIl'II:':i,'.I'iIIIIIlII!lII1IIlIIIIII11II''llI',', {f�)t,If�1,Ii.iiiiI�,IiI3,'tIIIIl �i,k�}}�{i,,ra!£jff;LIv1Ik3, a „1aIII,II1IIIII :'. .I33IiE:zLI : I:".. .. 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These lana are property of Yarn 8, P ,v,1luw,cUo ua<. LSW._.a 11.5 i P P P Y 9 , wi out i, I Tha are not to be ra roduced or used (h P I I 5” ) i a ..f. ll ._5. 1.:"c9 o.a _ wnttan permission from York Bridge Concepts. I I , 1 1 { 1 9j144 'III II I tI I 'i I ) t I ,� ' - I I ',d ( I I $ I I t I I 'II ' r r t I I I I { Black Beauty „ 9 I I Aggregate . } Y ven lulat VL eardeck i11I I , 'I I 1 I 'II I , I I I i I , I I, , 1 I I } � f I i I III i r I II al I I I I I ' 7 , F I ,.I I;, If7 I I I I I II, } n i I 1 , F t }� t SII 1 , :I La I 1 I I i 1 I � ,I { 'I a L I 1 I I L � I Meadowlirook t' I iI 1 rI 1 f ylie-Based Coating I �I Accents ,kk I I I I 1 I , I h r I I I I I e , I , » I I w f 9 I I k : I 1 _ I d I C I :i I ! ' ,r I I I I 1 � w ,I a I _I L w .. , 1 w f , Cedar r I I I I FI ,, I . I I I , _ Oil-Based Coating Posts, i Railing, 8Curb i 1 I I c. ....... _ _=a,.. ..,.. ii iA } , , i , , I I loss White I , I y ., a _ v ) _ } t h Gloss Cuatut „ , y : , lost _ ..r Caps K Hai cltt,tt e I II I Gi 1 d,l I I s I I I y I I 1 'I I � I 4 I +1:w { I i II 11 R) R i ( I` , I , I s I m .. -. . z �_✓ _.. � .. > Navajo White r 1 I L I I .., Ahe-Based Coating =I 1. 4 I s F , Abutments l I _ : 1 :r: Ii I fI I I 1 i I I I i I I 1' I I I 'I { I I , -1 I �II r I I ! YORK BRIDGE SERVICES Y YIPS COLOR PALETTE - VEHICULAR tr I J ettrrr SCALE' N. .S. I I 1 a } I' : I 1 1 , I I , 1 r, �{ -r'i!^ 1 I I I p 'I f I I 1 I I Y I i I, � ti D } I I , i , 1 ! F L, I II X10 .)��,�. o YORK BRIDGE SERVICES I PEDESTRIAN AND VEHICULAR BRIDGE I I 2; I YORK YTP5 COLOR PALETTE , { II I I Oc'51GNFI , .W o . _ ll LOnLOADING{r� G CCS CEP' E CONCEP I . S ,d NS 20-44 400 DEFLECTION)� ATLANTIC BEACH COUNTRY The Professional Bridge Com�� anIt, 1 01 ky OAIi/I1N€: DRAWN BY: PROJECT Ip1N0ER: SHEET Nl ]ACKS©NVILLE, FL I chase Inns ore property of York 0adqe ls.atp s. iuuu_.+Otw33u5tttoa M, .sw12'1 NOVEMBER It 2013 S.KthBREII 2131 5 1 Theyore not to be reproduced or use ou Hattan Permission from York Bridge ConcopFsC9SG , Yom iimner rrotective ,�ystems-, mustrateci 4, Acrylic Coating Oil-Based Coating Textured Polymer Coating ld Meadowbrook Navajo White Cedar Accents&Deck Surfaces Exterior Glulam Cladding(Optional) Rails&Posts & &Abutments t t ij ko."."OUN11"Ry (roplo'LUB `3 ---------- J �tl�4,�,Nll ii�"g -,in", �%A A i� "', ", L I Y, I B Timber Vehicula�'r?-O�o-d�P����'d6st[i, M, J� A 5-Ton Loadib- YL-7.5001" n HS20144 102 �,n 7 & Eft --n UP 35, --WtE-li MR-4 V 6� g, HIS p 31 F I Mal -,J % Y i 1 i i J I !J i i J A i MA ROW J gj BRIDGE CONCEPTS THE PREMIER TIMBER BRIDGE COMPANI I