The URL can be used to link to this page

1 FLEET LANDING BLVD FNCE18-0126 FNCE PERMIT rs' 'L%� FENCE WALL OR BARRIER PERMIT PERMIT NUMBER fit' CITY OF ATLANTIC BEACH FNCE18-0126 Ji ISSUED: 12/19/2018 800 SEMINOLE ROADualr ATLANTIC BEACH. FL 32233 EXPIRES: 6/17/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1 FLEET LANDING BLVD FENCE WALL OR BARRIER FENCE 8000 FLEET LANDING $16950.00 RETAINING WALL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169397 0200 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: TCL Construction Concepts 5451 S Sanford Ave Sanford FL 32773 Inc OWNER: ADDRESS: CITY: STATE: ZIP: NAVAL CONTINUING CARE RETIREMENT 1 FLEET LANDING BLVD ATLANTIC BEACH FL 32233-4599 FOUNDATION INC WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. SCANNED Issued Date: 12/19/2018 1 of 2 Date: t p(ao tt? - 9 ,-4'4''it� FENCE WALL OR BARRIER PERMIT PERMIT NUMBER • ;f. ito s� � CITY OF ATLANTIC BEACH FNCE18-0126 Vr 800 SEMINOLE ROAD ISSUED: sr i3 9' ATLANTIC BEACH. FL 32233 EXPIRES: f 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $135.00 I - BUILDING PLAN CHECK 455-0000-322-1001 0 $85.00 FENCE 455-0000-322-1000 0 $35.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.83 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.55 TOTAL: $286.38 Issued Date: 2 of 2 'S ''` Building Permit Application Updated 10/9/18 r - ., City of Atlantic Beach Building Department **ALL INFORMATION iitVr 800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ` 11 9 Phone: (904) 247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us IS REQUIRED. 8000 FLEET LANDING BLVD 32233 11 NCc_ I d f Job Address: Permit Number: CD — C)t Z Legal Description AG 212 37 2S 29E 29.44 RE# 168341-0000 Valuation of Work(Replacement Cost)$ 16,950 Heated/Cooled SF Non-Heated/Cooled 1010 • Class of Work: 4SNew DAddition DAlteration DRepair ❑Move ❑Demo ❑Pool DWindow/Door • Use of existing/proposed structure(s): �__ Commercial EiResidential • If an existing structure,is a fire sprinkler system installed?: OYes ONo • Will tree(s) be removed in association with proposed project?OYes(must submit separate Tree Removal Permit) No Describe in detail the type of work to be performed: SEGMENTED RETAINING WALL Florida Product Approval# for multiple products use product approval form Property Owner Information Name NAVAL CONTINUING CARE RETIREMENT FOUNDATION INCAddress 1 FLEET LANDING BLVD ATLANTIC BEACH FL 32233 City ATLANTIC BEACH State FL Zip 32233 Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) n/a Contractor Information Name of Company TCL CONSTRUCTION CONCEPTS, INC Qualifying Agent THOMAS LANE Address 5451 S SANFORD AVE SANFORD FL 32773 City State Zip Office Phone 407-466-7529 Job Site Contact Number 407-466-7528 State Certification/Registration# CGC 1519864 E-Mail \\Sh c CA c.c.-.` _c. c cry Architect Name&Phone# Engineer's Name&Phone# CHAD HATCHER 407-324-5300 Workers Compensation Insurer WORKSITE OR Exempf O Ejipfi-a4dWriaplt ir9. Application is hereby made to obtain a permit to do the work and installations as indicotetl.el,serii t1 .lib r rtllation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In(itititip jo tOof�quirements of this permit,there may be additional restrictions applicable to this property that may be found in the public recor s o this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. rt ti rfTrig Depart,9lnr.4 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that RI work will be done incompliance with all applicable laws regulating construction and zoning. 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 N ATTORNEY BEFORE RECORDING YOUR OT F COMMENCEMENT. .._........ 1 C.- 7-Q__, (Si ature of 0 r o gent) (Signature of Contractor) Signed and sworn to(or affirmed)before me this Oday of Signed and sworn to(or affirmed)before me this t;Si-t. day of NOUOTIP7 1., 9Iis , by U(14 tlC G Parewft6e,- , 410/$ ,by i lromq Lcvne_ //''Vvvv Notary Public State of Flonda •Signa ure of,Notary) (STRIAMe of Notary) Mary Fana y�� • My Commission GG 226935 may ' Expires 06/10/2022 ;.•_,:a •� •., PEGGY EDDY or i. .' Notary Public-State of Florida P-r••4. ,•. . r •• [Ifpersonally Known OR : • ,��• „ [ ]Produced Identification :'• CommissionnEpi sSepGG 2,2 [ ]Produced Identification "••.,.,; ,� a��:.= My Comm.Expires Sep 12,2021 393 ( Type of Identification:— Type of Identification: f.:•7 ',7F.; Bcrded through National Notary Assn. / IY \}--,-�-'E/ 1 I I I r _ I 1- I ;.. —, DATA$(1MMARV: / 'c I ' 1 I 'I i-` -LL r _ L -1 - \ \_ Mwtrr:Eou�o.roErErron+.�mweuanMo: \`// GNAI \_____\_. I L 1 ��JJ wn:.. \ _I _L _ NA DRIVE rAmwo.1•, �l9E91 07Jtl IDie� . / �\ — SVA MART - - I 'a M....COMA a a n C 0dAS:socDls ! 7 „- k L EB. 0 10506 I L FAA150a ncauneo.ruA rN UN55au. 7 1 — - ^ICA 10175 FoR1uNE PARKWAY•SUITE!03 �./� r --.-�" �` I "GEM. w euan��M« v JACKSONYIELE,fIORIDA 75216 lI l ^�- _ -� 1 1 I \ 'p,y.�y,.� (1104)5,7770.rog$04)erh»ot Y L// „ • J 1 I ro�.0 nwui uue. / awwawo.i•ai � rr J. 1 I\ )—4IP '�'i ,,- t r I 1 Roam Rut nroo uwn at nu.am I Haller wean ! 11 IIIc.". 9 .+� G VS W. ... \ r lb1 ANG glib% 141 {y�+tlli U,'� ni'.aAcncs ; ler wvewOE•EwratWM /ld1 nu ' �iiiiii�(e-- II „A. //' unw0wnrw...aka, Pin e• t � , firms Vx/ .�*�} MAN rAh 1.0•11.1.1i l...,� 9II 1 SEG1 `� ,I '+ l/"/li Ib, _Zt , /' I., mrcwintiu^.nEnCX.4.no,rcc.Ane•or 1714,11121 TOTA /, OQU�DEA4 \'4_ `41 IEir,,,,,i7 b \ . », wG. �Nw onamstimmammorimilim Nsure PM I Pa 0 �r / 1,.. .., 7 \ ny weo:reu rre . :01,,, ♦. f \n /�_.I�� / +L , a+er;127:771i:Nu. ER G"'m,� rA,_ I r r.�M 1 t c Y� FLEET LANDING III' 1,y f 1 '/� ' J \ .c•-• /r! f p `•�5.. _ I \r r ATLANTIC BEACH,FLORIDA T I� I1 III h ��N� ��PP 't� �r n Y p'�(� �t r, f j �aaaa till ' f f\1 �j �,,,,,,)(N; \r stiff s•-� ` -. r . () , : \ s t p 'l .. r •ii oN1 t*� coLEMAri' � ' FLEET LANDING} L-.1 �' I* "L4'''.-• 111, it `, CENTER Yk� EXPANSION 7"' -^C� 5 THE PALMS WIND TFC +��V ��4.�r'A1�, .4..11, 'r ici ‘, "�� OWE FLRFT LANDING BLVD. _ VILLA HOMfS ,� COMMONS �'"'I 1 ,A\ .\- v• ATLANTIC BEACH,FLORIDA I . 12 �' `�, ost r i.!— ; A - 50,. 4te -::1- ' . Ramaltan s-1!.1-_ AWMI .I Ilk f, EXISnIc -- 1 After Jew wewN R ,�7 ' PROPOSED II PROPOSlD (:).0000&-.7.a17°. we f �' IH n FAITH 1 1; 1.'r; I MMMMn:1ALl. r 7 ENTER 1 ".2 Ma,A$INTO I:III HEALTH CENTER r. ,- J'. 1' u r t i 1020.174.,wel"c "�► 7� i \ ,,, I 1�1 ew 1 rww I. ` _-/ 1. VL rL�t n'.00it 'L____ I •�• 1 4� a A�` `Or" 1 GSfll g5 II • _.._ �1. i N ;nt \. ' ,."„/' I tJ�ls �MHrFru P ' �' k' . '1 --s,` 1 I .1 t�Z°�''�caa wen r;A "'�,.► ,, y-�p1 x y.+ -•-1Ir•”' �-+ I -_ I I _,ri,u:e '!" w cTawftla G 1 I I ^ I —_ L J Fie aM',@ rE11 car 1 _ I_ 1 .__ w[NDvS ANUS -_''_51 -,,�I I j ' i 5 � �' �_ WORT RO --"'x Ir,._,...., --�_ '-�.. -- . ( ' Mile,me _ __ h—-,._____F-L. —4.- - - —.. -.� .._ OVE SITE PLAN I ,r,-,` �._,._ .. ______ - I t� I .1 - - -- _ -- t t� Sunshine8�1 NOALE I� �/ 1 �2 - �� I l AN,AYS ulna n.ro.N r...q \I/ ..,-„- �j.:Lyy. City of Atlantic Beach APPLICATION NUMBER • Js, Building Department (To be assigned by the Building Department.) 800 Seminole Road ( , se Atlantic Beach, Florida 32233-5445 1— NCE- 16 ` v I Z `2 Phone(904)247-5826 • Fax(904)247-5845 j } E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM i� D- •• - mgnt review required Yes No Property Address: i' L�� ( �{�(�`(� (, :uil• � Applicant: L CCn2LcTc) j •lanning &Zoning Tree mi Project: k C T' -Iju 11� c �J A L (_. ublic wow Public Utilities+ LA Lee-/- Public Safety 0 00 C LEE `A/o (`cc I Fire Services Review fee $ As& Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: rApproved. ['Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: t 2 'b S t TREE ADMIN. Second Review: I 'Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ?ib ''r Building Permit Application Updated 10/9/18 4 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Y7 z °'319r Phone: (904) 247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us IS REQUIRED. Job Address: 8000 FLEET LANDING BLVD 32233 Permit Number: '1 NC F I r 0( 2.(a Legal Description AG 212 37 2S 29E 29.44 RE# 168341-0000 Valuation of Work(Replacement Cost)$ 16,950 Heated/Cooled SF Non-Heated/Cooled 1010 • Class of Work: 4ANew ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): riCommercial riResidential • If an existing structure,is a fire sprinkler system installed?: 171Yes J1No • Will tree(s) be removed in association with proposed project?Wes(must submit separate Tree Removal Permit) ONo 1 Describe in detail the type of work to be performed: SEGMENTED RETAINING WALL Florida Product Approval# _ for multiple products use product approval form Property Owner Information Name NAVAL CONTINUING CARE RETIREMENT FOUNDATION INCAddress 1 FLEET LANDING BLVD ATLANTIC BEACH FL 32233 City ATLANTIC BEACH State FL Zip 32233 Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) n/a Contractor Information Name of Company TCL CONSTRUCTION CONCEPTS, INC Qualifying Agent THOMAS LANE Address 5451 S SANFORD AVE SANFORD FL 32773 City State Zip Office Phone 407-466-7529 Job Site Contact Number 407-466-7528 State Certification/Registration# CGC 1519864 E-Mail \\S\<•-•\ Qy c-c_\c.,,_,, _t t- ,� Architect Name&Phone# Engineer's Name&Phone# CHAD HATCHER 407-324-5300 Workers Compensation Insurer WORKSITE OR Exernpf II Expil ttdW11a 9 Application is hereby made to obtain a permit to do the work and installations as indicotecialsQrii ti tri rl jritallation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES,BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. NOTICE: Inla8litio i tjo t er quirements of this permit,there may be additional restrictions applicable to this property that may be found in the public recor's of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. P,r"f.-Irl Depart+n^" OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that gll work will be done incompliance with all applicable laws regulating construction and zoning. 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 N ATTORNEY BEFORE RECORDING YOUR OT r •F COMMENCEMENT. (6. 12_..., (Si ature of O -r o- gent) (Signature of Contractor) Signed and sworn to(or affirmed)� beforeLme this 6.6 day of Signed and sworn to(or affirmed)before me this molday of NOU5"1flP?t'n., �I5s ,by 14 -1 'PJ l I )7oveft6er- , aa0!$ , by � ci Lcq, '. �V►TN Notary Public State of Florida .Signa ure o 1 otary) (Si ti7fe of Notary) • Mary Faria t.� • My Commission GG 226935 �,R ':� PEGGY EDDY -7jo Expires 06/1012022 P-r ... ,•.• r •• [i iersonally Known OR '••A`1` Notary Public-State f idi Commission i GG 142393 [ )Produced Identification [ )Produced Identification \.,:::,,' ,_I, MyComm.Expires Sep 12,2021 Type of Identification: Type of Identification: ,''ti„F'."•, ecnded through National Notary Assn. . . 1-1 •Ir ^ . ( . - ' � 1JI. ' - ' ' ^ ' I \--4-- -- .-1Th IAMARY)f )-1-( | -.:„‘: 1 • , t..v.v.,, City of Atlantic Beach APPLICATION NUMBER • / t ,; " Building Department (To be assigned by the Building Department.) A 1 800 Seminole Road re Atlantic Beach, Florida 32233-5445 r N c E. 18 U ( Z Phone(904)247-5826 • Fax(904)247-5845 �r s �' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM � D artn3Qnt review required Yes No Property Address: �- L -C-_E ( Liv� (i uil • Applicant: Te L Crop ,7;�( �G c Lam; ,i fanning &Zoning Tree min Project: ��C T' (k)jll) l v V A L-t__, ublic Work= Public Utilities . v ( Public Safety 0 `" �� `"��v�(��\ Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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. ['Not applicable (Circle one.) Comments: BUILDING ,% PLANNING &ZONING Reviewed by:d -- /7 Date: /i-2• i I C TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 • 0).N•r. City of Atlantic Beach APPLICATION NUMBER Building Department :, (To be assigned by the Building Department.) 1 800 Seminole Road J cEE5 - z r Atlantic Beach, Florida 32233-5445 p I U Phone (904)247-5826 • Fax(904) 584:, L 6 201v 11-21-18� E-mail: building-dept@coab.us Date routed: 1`-2 1 1pQ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: .1 1 L C& / LAIQ rt u' C D- • - • is -nt review required Yes No :uii• •• Applicant: TC_ (__ e_os-i-goc7-i 0 'lanning &Zoning ) Tree •mint5trator--- Project: `�C Tt U I�� \A) ublic Works' Public Utilities S 00 O L Leer /�!-�n mot Public Safety 1 lFire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection CIA)(� (�� Florida Dept. of Transportation �%Ci 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: Approved. (Denied. ❑Not applicable (Circle one.) Comments: BUILDING Plav\c -bp 1 ckvy LSQ✓ ] t. V PLANNING &ZONING C2. Reviewed b f� ,„40 ,,,_ , Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 • fi..A Jj.r, City of Atlantic Beach ,.r. r APPLICATION NUMBER JS * Building Department 7<... ,,,5' (To be assigned by the Building Department.) A '1,1 800 Seminole Road p ^ (/, Atlantic Beach, Florida 32233-5445 NOV 2 8 2018 1 tN CE I E5 - v ( z `2 Phone(904)247-5826 • Fax(904)247-5 �'.2�.11 E-mail: building-dept@coab.us BY. Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM nt Property Address: �� L E� ( L1�(Q (!�� D axtarg review required Yes No uil • Applicant: L O tanning &Zoning Tree mi Project: -� ublic Works~' 1 C�t (,l� l"�� PublicG".7 131blic Utilitie) 0 00 C L-Cer ``AivO„ Cc\ Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: ['Approved. I ]Denied. Not applicable (Circle one.) Comments: -alt/41..e BUILDING Plaa ivo tcni, (4,11/4 PLANNING &ZONING Reviewed by: Date: //--247-1 TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 7 I f F (REFERENCE SHEET: C2.10) I�RET4NNS LU LL 61TPLAN SCALE: NTS 4 y.75 ---45 LF OF it __*7 �i Jtw t. i 60 LF OF f 1W FE PIPE 5 '!T,4L FZ ETAINING WALL SEE LA i'OUT FLAN ORW-2.1 - DRAM C{3l41psmTm 1 winAW GREA71M AFMA TO EL61+'AT ,; 10 'i n' .e F TIt�R1'I ice. i THlS RQ EGT'S SURVEY AND DES'Cli � a 4 f ?A5 ON , NGVD 1921.4 VERTICAL ❑A' Okk DRAWNS 5 T INDEX CQ > w {- PAGE SHEET TITLE ly 1 COVER TITLE PAGE AND SITE PLAN • • 2 UM GENEfRAL NOTES • • 3 RW -2.1 WALL LAYOUT PLANS y.75 ---45 LF OF it __*7 �i Jtw t. i 60 LF OF f 1W FE PIPE 5 '!T,4L FZ ETAINING WALL SEE LA i'OUT FLAN ORW-2.1 - DRAM C{3l41psmTm 1 winAW GREA71M AFMA TO EL61+'AT ,; 10 'i n' .e F TIt�R1'I ice. i THlS RQ EGT'S SURVEY AND DES'Cli � a 4 f ?A5 ON , NGVD 1921.4 VERTICAL ❑A' Okk DRAWNS 5 T INDEX CQ > w {- PAGE SHEET TITLE ly 1 COVER TITLE PAGE AND SITE PLAN • • 2 RW -1.1 GENEfRAL NOTES • • 3 RW -2.1 WALL LAYOUT PLANS • • 4 RW -3.1 WALL 1 ELEVATIONS • • 5 RW -3.2 WALL 1 ELEVATIONS • • 6 F2,W-3.3 WALL I SECTIONS • • -i RW -4.1 DETAILS • • ;ZE;:MZE:NSE F= AI S FLEET LANDING EXPANSION ONE FLEET LANDING BLVD. ATLANTIC PEACH, FLORIDA 32223 GIVIL ENGINEEIR OF RECORD: GOODSON, NEVIN AND ASSOCIATES 101-15 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FL 32256 JOHN NEVIN, P.E. (*) DATED 09/0-1/2018 OFFICE COPY Approved By Permit Desk Building Department city of Atlantic Beach, FL N O V 2 1 2018 -iz,3C{i i �a(.ry 5p. q) ��'✓ a..%V f.A Vd ly Y L w a ameba 4bF.,w wyo^ F 4 �4 W V N p v�y.l,L"F e=wo� m t�.ti0.k N 4�- NOTES A_ 'DANCE AND SECT ON(o AND -1R OF THEND NCMA R RETAINING WALL HAS IN TION TDH EDIDESIC EXTERNAL CHECK CODE OF THE FLORIDA BUILDING ,,DESIGN FOR SEGMENTAL RETAINING WALLS", 3RD EDITION. THE WALLS HAVE NOT 1.50 MANUAL BEEN CHECKED FOR THE DETERMINATION AND/OR VERIFICATION OF THE BEARING FOUNDATION SOILS, LONG TERM 2.00 CAPACITY AND STRENGTH PROPERTIES OF THE IN-SITU EMBANKMENT, ESTIMATES, AND 1.50 GLOBAL STAP.,ILIANDoSUBSURFAGE DRAINAGECONS DERAT101NSSETTLEMENT GROUND WATER B. THIS RETAINING WALL HAS BEEN EVALUATED FOR WINDS LOADS IN ACCORDANCE WITH 1 EDITION (201-1) AS FOLLOWS: INTERNAL CHECK CHAPTER 1(o OF THE FLORIDA BUILDINGCCODE, roT 1.50 RISK CATEGORY: ATEGORY I ULTIMATE DESIGN WIND SPEED 129 MPH (3 -SECOND GUST) 1.50 NOMINAL DESIGN WIND SPEED 100 MPH G. A GEOTECHNICAL REPORT WAS NOT FURNISHED FOR THIS PROJECT. THE DESIGN 15 BASED HESE' PROPERTIES SHALL BE SUBJECT INTERNAL COMPOUND STABILITY UPON THE FOLLOWING ASSUMED SOILOWNPROPERTIES, O E TIESF=NG, LOCAL CHECK TO REVIEW AND AL OF 1.50 RENFORGED SOIL U5C5 CLASSIFICATION: � 1.50 DENSITY: PGF FRICTION ANGLE- 30 DEGREES RETAINED SOIL U5C5 GLAS5IFIGA I [ON-. SP DENSITY: 110 PGF FRICTION ANGLE: 30 DEGREES IN-SITU SOIL USCS CLASSIFICATION: � DENSITY: PGF FRICTION ANGLE: 30 DEGREES LEVELING PAD USCS CLASSIFICATION: GW DENSITY: 140 PGF FRICTION ANGLE: 39 DEGREES. ASSUMED MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 1,500 PSF. D. THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO NOTIFY THE SITE ENGINEER IMMEDIATELY FABRICATION AND START OF CONSTRUCTION AND FROM TH05E SHOWN THE MANN THE RAWING(S) THAT ANY SITE CONDITIONSNER SHOWN ON THESE TI E CONSTRUDIFFER WOULD PR CLUD CTIONN BEING PERFORMED IN W DRAWINGS. E. REFER TO THE PROJECT CIVIL ENGINEER -OF -RECORD'S DRAWINGS FOR ALL DIMENSIONS FOUNI__) ON THE 51TE NOT L ENOR COOIRDINA D WITH THE ENGIONR R -OF RECORD PRIOR TO CONSTRUCTICREPANCIES ON. SHALL BE F. SURCHARGE LIVE LOAD: 250 PSF SURCHARGE DEAD LOAD: 40 PSF SURCHARGE LIVE LOADS AND DEAD LOADS ARE APPLIED AT THE START OF THE GRADE BEHIND THE WALL, UNLESS NOTED OTHERWISE. THE CONTENTSRTHIS51-15MITTAL SHALL SUBJECT THE AND APPROVAL OF T. N OF WALL(S). THE OWNS IE ENGINEER(S) PRIOR TOC CONSTRUCTIOE H. BEARING CAPACITY AND STRENGTH PROPERTIES OF THE IN-SITU FOUNDATION SOILS, LNG STABILITY OF THE WALL STRUCTURE EMBANKMENT, SETTLEMENT ESTIMATES, TERM GLOE3AL SIDERED AND AND AND BS GE SHALL BCONSTRUCTION- UEER � TEE ENGINSURFACE SA PRIOR TO ON RUCTION- E VA UAT D BYRTHE OWNER'STER S U TU ALS NOT e STRUCTURALS A. WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTION OF A CONCRETE RETAINING WALL IN REASONABLY CLOSE CONFORMITY IN ACCORDANCE WITH THESE SPECIFICATIONS AND DIMENSIONS CONSTRUCTION WITH THE IBE CONSIDERED. INO DRAWINGS- ALTRERNATEDWALLNSYSD 15. WORK INCLUDES PREPARING FOUNDATION SOIL, FURNISHING AND INSTALLING A LEVELING SOIL REINFORCEMENT OF THE TYPE, SIZE, PAD, UNIT DRAINAGE FILL, A GEOSYNTHETIC AND LENGTHSON THE DRAWINGS AND BACKFILL TO RUCTION RUCTION DRAW �5ON LOCATION THE LINES AND GR ON THE CONST ING DIAMOND PROIN C. ANCHOR CONCRETE RETAININGNT UNITS, IN NT SHE M SHALL BE TT OF ADJACENT ALL RUNNING BOND, NOMINALLY BOTH STRAIGHT AND CURVED ALIGNMENTS. F A CRU5HED STONE TPAD HE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE D GRANULAR GRA FILL MEETING WITH ASTM D445 - SIEVE SIZE PERCENT PASSING 1 INCH 100 NO. 4 35 - -l0 NO. 40 10 - 35 NO. 200 3 - 10 E. UNIT DRAINAGE SHALL IST OF CLEAN, CRUSHED ULAR ACCORDAN E WITTHHNA5TM HE FOLLOWING OW NG GRADA I NGATE FILL MEETING AS DETERMINED D448: SIEVE SIZE PERCENT PASSING 1 INCH 100 3/4 INCH 15-100 No. 4 0 - ro0 NO. 40 0-50 NO. 200 0 - 5 F. PLACE 12 INCHES OF DRAINAGE FILL AGGREGATE WITHIN THE CORES OF, BETWEEN, AND AS INDICATED ON THE CONSTRUCTION DRAWINGS_ CAP THE DRAINAGE BEHIND THE UNITS SIMILAR AGGREGATEWHICH o INTUS O THE HE DRAINAGE ZONE TERIAL IBEH ND TL OR HE MATERIAL WILL PREVENTINCHES PERCOLATION WALL). G. REINFORCED BACKFILL SHALL BE FREE OF ORAANIGS AND DEBRIS AND CONSISTING OF SP STM D24&-1 AND THE UCS CLASSIFICATION TYPE CLASSIFIED PACTEDACCORDANCE IN ACCORDANCE WITH A5TTM D 556 OR ASTM D2922. MAXIMMUM SYSTEM AND G PARTICLE SIZE 15 4 INCHES. GEOSYNTHETIC SOIL REINFORCEMENTSHALL BE 5TRATAGRID 5A-200 OR BETTER AS H. SREEIIN`FAO MANUFACTURED B I. GEOTEXTILE FILTER FABRIC SHALL BE N -SERIES FILTER FABRIC AS MANUFACTURED BY TENGATE GEOSYNTHETICS OR BETTER. J. THE CONTRACTOR SHALL EXCAVATE AND BACKFILL TO THE LINES AND GRADES SHOIIIJ ON ASSUMED THAT ALL PROBLEMATIC THE CONSTRUCTION ILLLRBEINGS. IT 15 EXPANSIVE, REMOVED AND REPLACED WITH ITABLE STRUCTURAL. FILL. SH GRADE ECHNIGALACHIEVE IEN NEER. IN K. ANY FILL TO BEI L EXCAVATED AS INDICATED BRE EG OR AL AREA LL STRUCTURAL RE L. SOIL COMPACTION, UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT, SHALL a ADHERE TO THE FOLLOWING MINIMUM REQUIREMENTS: SHALL BE COMPACTED TO A MINIMUM DEPTH a ry 1. 2'-0" MINIMUM LEVELING PAD TRENCH: OF ONE ll) FOOT BELOW STRIPPED GRADE. ANY LOOSE, SOFT OR UNDESIRABLE IN LEVEL LIFTS IAL SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL MATER TO A MINIMUM OF 95 LOOSE THICKNESS, AND COMPACTED N NOT TO EXCEED 12 INCHES OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1551. M. BASE LE,/EL PAD MATERIAL SHALL BE PLACED ON COMPACTED SOIL TO THE DEPTHS, GRADES SHOWN ON THE GONSTRLiGTION DRAWINGS, TO A MINIMUM ° WIDTHS, LINES AND THICKNESS OF & INCHES AND EXTEND LATERALLY A MINIMUM OF (o' IN FRONT AND BEHIND THE RETAINING WALL. o N. BASE LEVELING P AD MATERIAL SHALL B R COMPACTED AND PREPARED TO IN FULL , CONTACT TO THE BASE SURFACE OF THE RETAINING WALL CONCRETE UNITS. O UNIT II�STA�LWT I ON FIRST COURSE OF UNITS SHALL BE PLACED ON THE LEVELING PAD AT THE APPROPRIATE LINEANDT GRADE. ALLUNITS AREENT AND LEVEL INN FULL CONTACTW WITH THE LL 5 HECKED IN ALL BASE AND PROPERLYONS AND SEATED B. PLACE THE FRONT OF UNITS SIDE-BY-SIDE. DO NOT LEAVE GAPS BETWEEN ADJACENT UNITS. LAYOUT OF CORNERS AND CURVES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE I5 COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF HE UNITS CONTACT THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COUR E. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH SPECIFIED ADH -SIVE. D. PLACE AND COMPACT DRAINAGE FILL WITHIN AND BEHIND WALL UNITS. PLACE AND COMPACT BACKFILL SOIL BEHIND DRAINAGE FILL. FOLLOW WALL ERECTION AND DRAINAGE FILL CLOSELY WITH STRUCTURAL BACKFILL. E. AEOTEXTILE FILTER FABRIC SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION AS T E WALL 15 LAID UP AND THE DRAINAGE FILL MATERIAL 15 PLACED AND COMPACTED. F. MAXIMUM STACKED VERTICAL HEIGHT OF WALL UNI 'S, PRIOR TO UNIT DRAINAGE FILL AND BACKFILL PLACEMENT AND COMPACTION, SHALL NOT EXCEED ONE COURSE. A. INSTALL GEOSYNTHETIC SOT TREIEOES'tENTNETIG ENT IN 5 )IL REINFORCEMENT WITH�%NCE WITH THE THEHICsHTMANUFACTURER'S RECOMMENDATIONS. ORIENT STRENGTH AXIS PERPENDICULAR TO THE WALL FA ;E. B. GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE P .ACED AT THE STRENGTHS, LENGTHS AND ELEVATIONS SHOWN ON THESE CONSTRUCTION DESIGN DRAWINGS. C. THE GE05YNTHETIC SOIL REINFORCEMENT SHALL -41E LAID HORIZONTALLY N TOP OF THE CONCRETE BLOCK UNITS AND THE COMPACTED GKFILL SOILS. PLACE THE GEOSYNTHETIC SOIL REINFORCEMENT TO WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC SOIL REINFORCEMENT. D. THE GEOSYNTHETIC SOIL REINFORCEMENT SHALL E IN TEN51ON AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF BACKFILL SOILS ON TO ' OF THE GEOSYNTHETIC SOIL REINFORCEMENT_ E. AEOSYNTHETIC SOIL REINFORCEMENTS SHALL BE ;ONTINUOU5 THROUGHOUT THEIR EMBEDMENT LENGTHS AND PLACED SIDE -BY -SID TO PROVIDE l00% COVERAGE AT EACH LEVEL. SPLICED CONNECTIONS BETWEEN SH RTER PIECES OF GEOSYNTHETIC 501L REINFORCEMENT OR GAPS BETWEEN ADJACENT PI -CE5 OF GEOSYNTHETIC SOIL REINFORCEMENT ARE NOT PERMITTED. F. GEOGRID NOMENCLATURE: STRATAGRID 200 - (0.00 _I L___1 GEOGRID LENGTH IN TYPE DECIMAL FEET RF .1NpoRC5D BAC<PILL MrwI NT A THAT MINIMIZES D BACKFILLE DEVELOPMENTDAND COMPACTED OF SLACK IN T -IE GEOSYNTHETIC SOIL REINFORCEMENT AND INSTALLATION DAMAGE. B. REINFORCED BACKFILL SHALL BE PLACED AND OMPACTED IN LIFTS NOT TO EXCEED ro INCHES WHERE HAND COMPACTION IS USED, OR 8 O 10 INCHES WHERE HEAVY COMPACTION EQUIPMENT IS USED. LIFT THICKNESS SHALL BE DECREASED TO ACHIEVE THE REQUIRED DENSITY AS REQUIRED. C. REINFORCED BACKFILL SHALL BE COMPACTED T A MINIMUM OF 95% STANDARD PROCTOR DENSITY PER ASTM Dro98 OR 92`yo MODII IED PROCTOR DENSITY PER ASTM D155-1. THE MOISTURE CONTENT OF THE BACKFILL ATERIAL PRIOR TO AND DURING COMPACTION SHALL BE UNIFORMLY DISTRIBUTED HROUGHOUT EACH LAYER AND SHALL BE WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS. D. ONLY LIGHTWEIGHT NAND -OPERATED EQUIPMENT HALL BE ALLOWED WITHIN 4 FEET FROM THE BACK OF THE RETAINING WALL. E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT E OPERATED DIRECTLY UPON THE GEOSYNTHETIC SOIL REINFORCEMENT_ A MINIMUM F LL THICKNESS OF ro INCHES IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES O =R THE GEOSYNTHETIC SOIL REINFORCEMENT. TRACKED VEHICLE TURNING 5HO LD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE GE05YNTHETIG SOIL REINFORCEMENT_ F. RUBBER TIRED EQUIPMENT MAY PASS OVER GEO 'SYNTHETIC 501L REINFORCEMENT AT SLOW SPEEDS, LESS THAN 5 MPH_ SUDDEN BRAKING AN SHARP TURNING ON THE GEOSYNTHETIC SOIL REINFORCEMENT SHALL NOT BE ALLOWED_ G. AT THE END OF EACH DAYS OPERATION, THE CON TRACTOR SHALL SLOPE THE LAST LIFT OF REINFORCEMENT BACKFILL AWAY FROM THE W .LL UNITS TO DIRECT RUNOFF AWAY FROM THE WALL FACE. THE CONTRACTOR SHALL NOT AL -OW SURFACE RUNOFF FROM ADJACENT AREAS TO ENTER THE WALL CONSTRUCTION SITE, H. COMPACTION TESTING SHALL BE DONE IN ACCO ANCE WITH ASTM D155ro OR ASTM D2922. TESTING FREQUENCY SHALL BE ONE TEST FOR E RY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED AND FOR EVERY 50 LINEAL FEET OF RETAINING WALL. CAP UNITS A. CAP UNITS SHALL BE GLUED TO UNDERLYING UNIT' WITH AN ALL-WEATHER ADHESIVE RECOMMENDED BY THE MANUFACTURER. 46 -BUILT CONST U T I Old T )�SR004NCES A. VERTICAL ALIGNMENT: 1.5' OVER ANY 10' DISTANC = WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B. IMMEDIATE POST CONSTRUCTION BATTER: WITHIN 2 DEGREES OF DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. C. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: STRAIGHT LINES, (+/-) 1 1/2 INCHES OVER ANY 10 FOOT DISTANCE. CORNER AND RADIUS LOCATIONS, (+/-) 12 INCHES. CURVES AND SERPENTINE RADII, (+/-) 2 FEET. LURED BTA I L I T PARAMETERS FACTORS OF SAFETY (MIN.) EXTERNAL CHECK BASE SLIDING 1.50 BEARING CAPACITY 2.00 CREST TOPPLING 1.50 OVERTURNING 1.50 INTERNAL CHECK INTERNAL SLIDING 1.50 PULLOUT 1.50 TENSILE OVERSTRESS 1.50 INTERNAL COMPOUND STABILITY 1.30 LOCAL CHECK CONNECTION STRENGTH 1.50 FACING SHEAR 1.50 LU LL DESIGN PARXvIETERP N.T.S. i WALL ATTR I. WALL CONTRACTOR SHALL VERIFY W/ OWNER WALL PRODUCT AND WALL BATTER 2. SEGMENTAL RETAINING WALL(S) INDICATED HAVE BEEN DESIGNED FOR THE FOLLOWING BATTER: I' 8° NOTE: WALL BATTER AFFECTS THE DESIGN LENGTHS OF TEOGRID. w aFaj any a��a QFF�oq m ti �qWF r; En a �qN, 0 UJ�1� R�zz QFv�y. on zu �.4i y END WALL 1 HIGH GRADE EL. 10.0' LOW GRADE EL. 6.0 1r z � J FLC�CC sr 15 .82.' DE WETLAND AFA # 1 HIGH GRADE EL. 10.0' LOW GRADE EL_ 4.0 HIGH GRADE EL. 10.0'1--6,1!50 44' DEG LOW G=RADE EL- 4.0 HIGH GRADE EL --10.0' 4 /� LOW GRADE EL. 155.90 •' l�'13,01EG% b EG`�SM� vE N�T6 l m' LF $ F PIPE F OF YD-i2 �- .s :,, [rt I' �J'V�' i a�'� RAIF i ( l Ii ' s - a -47 PVC ROOF DMUN YD Mr r T M AT AGEMENT FACILITY CITTpF A NS" @ HIGH GRADE EL, 9.5' NEI �E P+� NID tt 1. LOW GRADE EL. 5.5 A-5 n,' 155.-f9' DEG ST9 !V� 16&,64•' DEGFOUND . ATIOK�4EFA WALL �tG� Y OTHERS) 12-1.(o9•' DEG R V FET NII` C WALL L'�°tT-i U N � HIGH GRADE EL. 9.5' 63.4(0 ' DEG jay OTHERS, Typ;� LOW GRADE EL. 8.0 °; --- -- HIGH GRADE EL. 9.5' T NIGH GRADE EL. 9,5' OW GRADE EL. 5.5' BEGIN WALL @ LOW GRADE EL. 5.5' 0 WAL= SEGMENT Ll _56LF OF x w ��T NfN WALL 1 LA®L�T scALE= 1132• = I'-0" to 1 4IGH GRADE EL. 10.0' .OW GRADE EL. 4.0' 104 LIF OF 15 F PIS WALL WMI 'A 48' RAILIN(2' EG�ENr 1. 3 (By 'is , T yr - 2 O0, - " x� NIGH GRADE EL. 9.0' LOW GRADE EL, 4.0' RJS Sys e4' art Tom: ;SCI JOPACT Al A �l _ 0 Q N N U 2 ti4 o W � J Z u- ��A�k 135.10•' DEG HIGH GRADE EL. 9.0' LOW GRADE EL 4.0 RJS Sys e4' art Tom: ;SCI JOPACT Al 134.9(c•' DEG HIGH GRADE EL. 9.0' HIGH GRADE EL. LOW GRADE EL. 4.0' LOW GRADE EL- 4.0 tllq�� SGM�NT / / S 7'4 583.5 at 7 -DA -71U @ OA* AC `t @ U7 FOF15,PE INIV. 4A4 W, w , Ff - 4 14 (S1+, AlIkHIGH GRADE EL. 10-0' t)FALL SEGME LOW GRADE EL_ 4.0' T_ HIGH GRADE EL. 10-0JIIIII TYPE', LOW GRADE EL_ 4.0� �` -4 GRATE LL. m 9.20 NIGH GRADE EL. 10.0' LOW GRADE EL- 4.0' t kl .l NV, ELS.., = 4 Cut {SIE, S A , STS TYPUFFINLET 15(o_T7•' DEG C4'°I 4'a FQ -&60 158.16•' EG tiv,EL. ,. 5.79 -5 7"4 4+54 -Lt. 3,0 {NF' ,P.. S� �4Q_ g� HIGH GRADE EL- 10.0' Nr l.8 _ LOW GRADE EL. 4.3' �� \30,F9 R iMTE EL. = , 0;165 µ EA'9�I�^ UPt El RM7 N N Wo4L�L I\®TES: Ol FOR GENERAL STRUCTURAL NOTES, SEE SHEET ORETAINING WALL SHOWN SHALL BE CONSTRUCTED OF CONCRETE SECsMENTAL UNITS WITH GEOGRID REINFORCEMENT AS DETAILED IN THESE PLANS AND GENERAL NOTES. OWALL ALIGNMENT (INCLUDING LOT LINE, EASEMENT AND BUFFER REQUIRE1` 1ENTS FOR THIS SITE), DIMENSIONS, ELEVATIONS, ETC. SHALL BE REVIEWED AND APPROVED BY THE REFERENCED CIVIL ENGINEER OF RECORD PRIOR TO START OF CONSTRUCTION. cn r - w 4 V c� in d' ►r � Z Uo zZ r� W a w w Uwooz P4 6 Z D��-� w z z �Z0 Z LU U W QV0 E. HA �E NSE 0 841 STAT OR10'\,�w. S/ONAL E o" 11-20-2018 CHAD E. HATCHER P.E. FL. PROF. REG. NO. 84151 REVISIONS 0 10/29/2018 DATE: 10/11/2018 SCALE: AS NOTED DRAWN: TJL APPROVED: J08 NO: 18-�i5 SHEET RW -2.1 _ 0 134.9(c•' DEG HIGH GRADE EL. 9.0' HIGH GRADE EL. LOW GRADE EL. 4.0' LOW GRADE EL- 4.0 tllq�� SGM�NT / / S 7'4 583.5 at 7 -DA -71U @ OA* AC `t @ U7 FOF15,PE INIV. 4A4 W, w , Ff - 4 14 (S1+, AlIkHIGH GRADE EL. 10-0' t)FALL SEGME LOW GRADE EL_ 4.0' T_ HIGH GRADE EL. 10-0JIIIII TYPE', LOW GRADE EL_ 4.0� �` -4 GRATE LL. m 9.20 NIGH GRADE EL. 10.0' LOW GRADE EL- 4.0' t kl .l NV, ELS.., = 4 Cut {SIE, S A , STS TYPUFFINLET 15(o_T7•' DEG C4'°I 4'a FQ -&60 158.16•' EG tiv,EL. ,. 5.79 -5 7"4 4+54 -Lt. 3,0 {NF' ,P.. S� �4Q_ g� HIGH GRADE EL- 10.0' Nr l.8 _ LOW GRADE EL. 4.3' �� \30,F9 R iMTE EL. = , 0;165 µ EA'9�I�^ UPt El RM7 N N Wo4L�L I\®TES: Ol FOR GENERAL STRUCTURAL NOTES, SEE SHEET ORETAINING WALL SHOWN SHALL BE CONSTRUCTED OF CONCRETE SECsMENTAL UNITS WITH GEOGRID REINFORCEMENT AS DETAILED IN THESE PLANS AND GENERAL NOTES. OWALL ALIGNMENT (INCLUDING LOT LINE, EASEMENT AND BUFFER REQUIRE1` 1ENTS FOR THIS SITE), DIMENSIONS, ELEVATIONS, ETC. SHALL BE REVIEWED AND APPROVED BY THE REFERENCED CIVIL ENGINEER OF RECORD PRIOR TO START OF CONSTRUCTION. cn r - w 4 V c� in d' ►r � Z Uo zZ r� W a w w Uwooz P4 6 Z D��-� w z z �Z0 Z LU U W QV0 E. HA �E NSE 0 841 STAT OR10'\,�w. S/ONAL E o" 11-20-2018 CHAD E. HATCHER P.E. FL. PROF. REG. NO. 84151 REVISIONS 0 10/29/2018 DATE: 10/11/2018 SCALE: AS NOTED DRAWN: TJL APPROVED: J08 NO: 18-�i5 SHEET RW -2.1 l.[1 t!1 lil Cv 1 N + RADE IN FRONT 8 � GRADE BEHIND Q OF WALL, TYP. Q INSIDE CORNER � Q q WALL, TYP. - SEE DET. 9/RW-4. N _ WALL SEGMENT 1.3 - (0 0.00' C +/-) N WALL SEGMENT 1.4 = 60.50' (+/- J WALL SEGMENT 1.5 = 53.00' (+J- � - `� W.S. Ll = 10.00' l+/-) WALL SEGMENT 1.2 - 3000' C+/-) OUTSIDE CORNER OUTSIDE CORNER "5EE NSIDE COFZIER SEE DET. 10/RW-4. T/WALL = 10.00 FT SEE DET. 10/RW-4. -- T/WALI 10.00 FT DET. 10/RW-4. /UJALL = 10.00 FT SEE DET. 9/RW-4.1 --------------------- - - - - - - - - - -------------------------------------------------------- TRA _RID 200��: t ..� - a�___ _ TEATAGfRIE2 200y.jf y ----- ------------------------------------ - - - - - - - - - - - - - - - -------------------------------------- T�A�R 2�=�. ��- �� TEATAGR11 200y �_ �f f f �c�T 1.0 ft f_�� ft.� �f.�� ---------------------- ------------------------ --------------------------------------------------------------------------------------------------------------------------TS9IBL��P= x.00___ ----------------------- ��;AtAGRIj� 200�f�t_��-_� _.f-��_-_� _ f _�- -� __ ��f_-_- _----------------------- ------------------------ ro.33 FT -- --------------------------- 10 B5-LFT0._.f_._ ------------------------- -- -- ----------------- B/WALL = 5.00 FT B/W LL = 433 FT TAGR -I.00 ft _ B/WALL = 3.61 FT moml B/WALL = 3.00 FT C14 C14 C14 rf) �j DIMENSIONS ARE IMPERIAL (4H -,]V) WALL 1 ELEVATION n, SCALE: 1/2' = 1'-0' c+ + t+l + + + C i N CV N N N BEHIND ALL, TYP. CzRADE IN FRONT OF WALL, TYP. 0 0 'n 0,- m m m m m m m m q q q q q d) D DIMENSIONS ARE IMPERIAL (4H:1V) SCALE: 1/2' = 1'-0' dt I m I � GRADE BEHIND q 1 WALL, TYP.�7 WALL SEGMENT 1.10 = 108.50' (+/- ) WALL SEGMENT 1.9 OUTSIDE CORNER Ql SEE DET. 10/RW-4. lti T/WALL = 10.00 FT - - T/WALL = 8.90 FT T/WALL = 8.90 FT 10 - - - - - I0 + cA m RADE IN FRONT + GRADE GRADE BEHIND GRID -1" --- - - - - - - - - - - --------------- __. QGRIrp �� tom_ 200 - 1.00 Q Q Q OF WALL, TYP. q WALL, TYP. kOUTSI)DECORNER S RAT D 2 -t-- 200 Q ----- --------- ------------------------------------------------------------------- Q WALL SEGMENT 1.1 = 34.50'(+/-) N WALL SEGMENT IS = 5(0.00' f�A WALL SEGMENT I.ro = 138.50 (+/-) NSIDE CORNER NSIDE CORNER 10/RW-4. T/WALL = 10.00 FT -- - GRATA I� 2_m0 -_�f.m0f �y f- �f_y� »- -_�--- - - - - - - - - - - - - ----------ry------------------------------------------------------------------------------- - - - - - - - - - - - - - - - - _t y� _ ST�ATAGrtRI 200 - -T-00 fi��_y �.--- -- 5T T I 2 m - i.OQ ft ----------- T/WALL = 10.00 FT SEE DET. 9/RW-4.1 SEE DET. 9/RW-4.1 �__.l� B/WALL = 0 FT T/WALL = 10.00 FT B/WALL = 3.00 FT 3 ---------------------------- B/WALL = 3.00 FT 10 �'__ ��..'��t.� - - - - - --- - - - - - - ------------------------------------------------------------------------------------------------ �.,�A�S1P ��-Z-•'�� f ��_ � � �_�. _.-fes_ � f _ -. --------- -- a 1 2QP --------------- ------------------------------------------------------ F- ST R 1P �1��i� y f_�_.�_.�_� �t___� �-Q�.OJP-fL-�_ y �- -�- f� - ".�._--------F�-�.�t�_� ---------------------------- -------------------------------------------- ---- ---------- --------------------------------- - _ __---- ---------- ---------------------------i�- --------- ro------------------------------------------------------------------------------t -------------�� T .t "LoC El�i�T�,�.�-fs�-- __�_�_5Tl',I R�� F- ��_� ff�_ f�� t�� -------------------------------------------- ---------------------------------------------------t . `5TSAT --------------------------- A.TAC3R(� 200 t;f_��__�- 4 QTR TAGRIQ 2Q0 - ft B/WALL = 3.00 F B/WALL = 3.00 FT 3 B/WALL = 3.00 FT c+ + t+l + + + C i N CV N N N BEHIND ALL, TYP. CzRADE IN FRONT OF WALL, TYP. 0 0 'n 0,- m m m m m m m m q q q q q d) D DIMENSIONS ARE IMPERIAL (4H:1V) SCALE: 1/2' = 1'-0' dt I m I � GRADE BEHIND q 1 WALL, TYP.�7 WALL SEGMENT 1.10 = 108.50' (+/- ) WALL SEGMENT 1.9 OUTSIDE CORNER Ql SEE DET. 10/RW-4. �' ; CV `i r, •+ V .► { "� + to ►Il`n 90 '� dl ,� dl T/WALL = 10.00 FT - - T/WALL = 8.90 FT T/WALL = 8.90 FT 10 - - - - - GRID -1" --- - - - - - - - - - - --------------- __. QGRIrp �� tom_ 200 - 1.00 Q Q 8 ��_�� - f �_� f f �_ �- -- S RAT D 2 -t-- 200 Q ----- --------- ------------------------------------------------------------------- ct) ct) cn cn ARID � t],•'��ft t�__��_� f�A 5 -- - GRATA I� 2_m0 -_�f.m0f �y f- �f_y� »- -_�--- - - - - - - - - - - - - ----------ry------------------------------------------------------------------------------- - - - - - - - - - - - - - - - - _t y� _ ST�ATAGrtRI 200 - -T-00 fi��_y �.--- -- 5T T I 2 m - i.OQ ft ----------- ---------------------------------------------------- Ate-- _ �_------------ - - - - - - - - - - ST AT I 200 - 1.00 ft F -��--- - �--y � _ - - 4 - �__.l� B/WALL = 0 FT B/WALL = 3.00 FT 3 B/WALL = 3.00 FT Oo w toul `A Ql \y �' ; CV `i r, •+ V .► { "� + to ►Il`n 90 '� dl ,� dl Y dl t1i ul Q q q Q q Q q Q q Q q Q q Q q Q Q Q Q Q Q { Q Q ~ ►- I-- i- ~ ct) :n ct) ct) cn cn ct) DIMENSIONS ARE IMPERIAL (4H:IV) UJ LL 1 ELF -\/ T I N �3 0. a y NOTES--- FOR TS=FOR GENERAL STRUCTURAL NOTES, SEE SHEET RW -1.1. WALL ELEVATIONS ARE VIEWED FROM FINISHED FACE U.N.O. OWALL SECTIONS ARE SHOWN WITH BATTER, FOR WALL BATTER DETAIL, SEE SHEET RW -1.1. OFOR ADDITIONAL INFORMATION NOT SHOWN ON WALL SECTIONS SEE DET. 4/RW-4.1. RADE IN FRONT OF WALL, TYP- GRADE BEHIND WALL, TP. WALL SEGMENT 1.12 = 108,00- (+/-) f -f OUT51DCORNER WALL SEGMENT 1.11 = 113-00' NSIDE CORNER SEE DEE. 10/RW-4, NSIDE CORNER SEE DET- 43/RW-4.1 SEE DET, 9/RW-4.1 T/WALL = 9.33 FT 10. T/WALL = 9.33 FT T/WALL = 13.33 FT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -----------------------------------------------jAr-zRI2_�V.Q-- ------------------XAAT .P-"ZAQ ---------- -------------------------- -- ------------------------------------------------------------------------ - - - - - - - - - - - - - - - - - - ---------------- - - - - - - - - - - - - r -t ,�� Igo ATRATPft - - - - - - - - - - - - - - - - - - - - - ------------------------ - - - - - - - - - - - - - - - - - - - - - - - -- -- 5 -5 ----------------- ------------------------------------------------- ----------- STR AGRIQ.2 0 -190 ft ft P---10-0- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - BIWALL = 3-00 FT B/WALL = 3.00 FT 3- B/WALL = 320 FT -47 cf) Q6t+ < + +T - d) d) d) I'D d) d) d) d) d) d) d) d) d) d) d) d) d) N d) d) d) d) DIMENSIONS ARE IMPERIAL (4H:IV) LUALL 1 SLAEVATION SCALE. 1/2' = 1'-0' INSIDE CORNER WALL SEW-3 SEE DET. IB/RW-4. < RADE IN FRONT GRADE BE IND < +- OF WALL, TYP. WALL, �YP. WALL SEGMENT 1.14 5ro,00'(+I-) WALL SEGMENT 1.15 = 34.00' GMENT 113 . d) WALL CORNER N51 -DE CORNEIR T/WALL 1000 FT T/WALL 10.00 FT SEE DET. 0/R,111-4.1 SEE DET. c3/RW-4.1 - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - io- - ------------------------ ------------------------- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T/WALL = 9.33 FT 5T TAGRIP-200--j-9ort 5T TAG 122 --------------------- ----------------------------- - - - - - - - - - -------- - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 y! �.52��=.��m ftly��-.. ---------=F y- 5TRAAT AQ&I Q 2 0 -1 J-120 ft - -- -- - - -- - - -------5-RATAG Ip - - - - - - - - - - - - - - - - - - - - - - - - - - - -f - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STRATAGRL2 200 7:_j. 0 Ftj.. 1-90 rt TAGRIQ 200 - - - - - - - - - - - -- --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AC, _00ft- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- 0 200 - l00 ft - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - ft - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 4.TAC:�RILD 200 1.00 ft Q _T CzLRjp t IR TLRA _200 - -00 f - - - - - ----- - - - - - - - - - - - - - - - - - 5/WALL = 3.00 FT 5/WALL = 3Z0 FT 5/WALL = 3.00 FT 04 CA 0 a) d) m + + d) Ln 04 + NQ r- r- + Lh + + + + ol -+ + C14 + + (p (P d) d) d) d) d) d) d) d) d) d) d) d) d) d) DIMENSIONS ARE IMPERIAL (4H:IV) SCALE. 1/2" = 1.-0. to to + I RADE IN FRONT GRADE BEHIND -q -3 OF WALL, TYP-i d) WALL, TYP. d) I / /- ) WALL SEGMENT 118 320 WALL SEGMENT 1.1 1 + - I WALL SEGMENT 1.16 = 14450'(+/-)UTSIDE CORNER NSIDE CORNER I-O T/WALL = 10.00 FT 1-ISEE DET. 9/RW-4.1I SEE DET. I0/RW-4.1 T/WALL-=-10.00-FT,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 - ------------------------------- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'l -Q-42 ft SIRATAGSID 200 ARID ----------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- - - - - - - - - - - - - - ------------------------------ - - gin 5TR,4-T-AGRIQ-)200.:'--l'ooft -------------------------------------------------------------------- --------- -------------------------------------------- 7�TRAT -,TLR TAGRIQ- 200 :- -00 ft -1 - ------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------ -- -- - - - - - TT, GRIP 2 - ------1po Ft 5/WALL 5.00 FT .TAG -Rip -200 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- -- - - - - - - - - - - - - - - - - - - 5/111ALL 4.33 FT 4- c L�ggllp ;00 - Ft 1.00 ft 5 WALL 3.Col FT f. 2z&'�J' B/WALL 3-00 FT 3- 5/WALL 3.00 FT Ln cn Q, + CN (q + + (1) m (A M TQ to + CN cq - CN 4 C4 kn d) d) m � b- to + = _ _ q �„ �V q q Q q q Q Q q Q Q q Q Q Q 4 Q q Q q 4 r- N 4 �- Q � � d) d) d) 4) d) IV) DIMENSIONS ARE IMPERIAL (4H SCALE- 1/2' V-0. 7-5/WA 0. NoTim5: lO FOR GENERAL STRUCTURAL NOTES, 5EF- SHEET OWALL ELEVATIONS ARE VIEWED FROM FINISHED FACE U.N.O. OWALL SECTIONS ARE SHOWN WITH BATTER, FOR WALL BATTER DETAIL, SEE SHEET RW -1-1. OFOR ADDITIONAL INFORMATION NOT SHOWN ON WALL SECTIONS SEE DET. 4/RW-4.1. -�trataGrid 200, --00 ft StrataGrid 200, -1.00 ft_ — StrA L,5Grid 200, 7.00 ft_ _ Strat.iGrid 200, -1.00 ft— _ Strata< -,rid 200, 7.00 ft_ — r — —I I L--------- LULe� 1 C 1 SCALE: 3/4" a F MOTHS- OFOR GENERAL STRUCTURAL NOTES, SEE SHEET RW -1.1. WALL ELEVATIONS ARE VIEWED FROM FINISHED FACE U.N.O. OWALL SECTIONS ARE SHOWN WITH BATTER, FOR WALL BATTER DETAIL, SEE SHEET RW -1.1. OFOR ADDITIONAL INFORMATION NCT SHOWN ON WALL SECTIONS SEE DET. 4/RW-4.1. U ti 4 IVH 1 1 YG 1!l/il- PAV T*i,oPICAL BASS PREPARATION SCALE: N.T.S. TO WITHIN 2' O LOWER BLOCK DRCEMENT SEE PLA — — O 'in■i■■i■mi■■imEi■Eiiiiiiiiiiiiiiii■■m■NEmnl _ � - ■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■ • ■O■■E■E■E■as NEE ■oMEE■OO■nENE ■■■■■■■■■■■01■■■■■■■■■■■■■OPAN - ■■■■■■■■■■■■■■■■■■■■■■■■■ INE ■■■■■■■■■■NIGER -• - I�EONENEESmmSEI■ENoNONN ■■■■■■■■■■■■■■■■■■■■■■■■NI■■■■■■■■■■■■■■mol ■■■■■■■■■■■■m■mmNE■■■■■■■1■n■■ mom ■■■■■■■■■ ' I■EE■Em■■■■■■■■■M=m ■■■■■■■I■■■■ ENE ■■■■■NONE MEMO ■■■■■■■■■■■■■■■■■■■■ oil ■■■mom ■■■■■E■■ml ones! ■■■■■■■mNONE n■N■m■■■■NEEEr_ ■■E1■■■I■ MEN ■■■■■E■■OI■N�on�■O�■■�■■ mom ■ENE om■■■■■■■E■NONE ■■■■■■■■■■■■■■■■■■■ mom ■■■■■■■■■■■■■■■■■■■■■■■■NONE ■■NOON■■EEO■mEm■I■m■EENEMEO■O■I■Nmm■■■■■■■ ■m■■■OOOEO■I■ ■■■■■ mom I SEEM n■E■NN , IO■E■NO■m■N■■m■O■■■■■■mom ■I■■■I■■■■■■■■■n■■■I■■■■ ■■mO■EOMEMO mnNNOOOmmO■o■■■■mm■m■■Nmmo■■■mmo■■■■■■■■■■■■ -mo NONE ■NEm■■O■O■■NIm■■■E■N■E■m■0■0■■0■■■■■OEO■■■■E■■NE■EEE■■N I m■ ■■■■■m■■ ■■■■■ ■■■■■ U ■■■■■■■ MEMO O MENE■ m■O■■NNE■mN■■■■■■■■■■E■■■I■■mmn■■■N■■■■mN■I■■On■■■■■■■■■■i SEEN ■I■ONION ■■■■■■■■■■■I■■■■■■■■mono■■ ' IMEMOS ■■omm"■o■N"mom ■■■■■■■■■N■n■■■■■■■■■■■■■ ■11E■■\IO/1I ■Iln■mwmm I■Il■■■\I■�■PIFIC_�■o■O■O■■■■Nom■Ono■■■■■N■■I mosomwomemu■ENMENINu■■■►��I1■.■1■■Itll•■E�EE�EE�■■0■m�EE�EE.■■ 1111E■1L1'sO■i11 EEl\lfi/ ■■ii1 ■■\`1\i■ Lou Lo\JMEM ii ■.�w:w!•-\mo'w■Ew T■J\'ll■:soo� J■1 ■■■■1■I■mmmo■■ ee�Nm■■m■■■■■m■■■■■■■■■ , amoomm■■■■■O 111162 ■mmm■■OEN■O■■■■■■■■■■o■I ■■■■■O■E1■o■n■■■■■i■■■■■■■■i I ■ O■ ■■ENE■■ NONE m■■■■■■O■■■■■I mom ■■ ENE ■OEE■n■■m■NE■ i •■�1■I■■■■■■■■■■■■■ENE mm: mimmm■■■■mmm■m .■■.■1■I■■■■m■■■■■■O■■■■■■■m■■o■ cc-J■IEm■mOnE■E■■E E■■Afl■■■■N■■■■■■■■■■ENE■■EENE ■■■I■lo■■mm0■■■■o■■■■■■■■■■■■■ mm■■1■lo■■o■E■■O■ommmonOomm■m■■I ME.■■■■■■■■mnE■■NEE■■■NOSES fpr MEN ■Eo■■ SEEN onO■■■■n NONE ■■■m■■■■I oO■ENONE ■■o■onoml ■■m■■■■E ■Omom ■■MENE■■■ ■■■■■I■IEn-------- - • • zc=miI■■■■mm■Oon■o■■■■■■■■■■■ol • • - A■■Af1■■■■■■■■E■■■SEEN■■■N■■■■ ■1m■■I■I■■■■■■■■■E■■■mm■n■omm■mE - • - • ONE ON N�smsomm:=:�=::::iiii��1 \/ PRIMARY STRENGTH DIRECTION T*T` IC Lm INSIDE CORNER SCALE: N.T.S. 4' ChIA. DRAIN TILE (DAYLIGHT THRO IGH WALL FACE 4 EVERY 30 FT f0 50 FT MAX.) J-4 (INSTALL WHEN EX 'OSED WALL IS OVER &FT_) GRADE SEE PLAN-- _ t -- --- --__ OIR I ro' ALd STEP Ism NATIVE SOIL61 GT MIN_ COMPACTED FDOT #5-1 STONE OR UNRE INFORCED GONG. LEVELING PAD T f CALF INS PAD STI= SCALE: N.T.S. OUTSIDE CU;;Z\/F- NOTE: SAW -GUT AS REQUIRED TO CONSTRUCT 9O -DEGREE MITERED CORNER i INSIDE CURVE CORNER END 1. ALWAYS START CAPPING WALL FROM THE LOWEST ELEVATION., --ANCHOR GAP _ BLOCK UNIT, TYP. 2. LAY OUT GAPS PRIOR TO USING ADHESIVE, 3. CUT CAPS TO FIT. VARIOUS COMBINATIONS OF LONG AND SHORT CAP FACES WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. 4. ALTERNATE SHORT AND LONG GAP FACES EVERY OTHER CAP TO ACHIEVE A STRAIGHT ROW OF GAPS_ ANCHOR SEGMENTAL UNITS SEE PLAN 5. USE EXTERIOR -GRADE CONSTRUCTION CAP 15L.®CKs STEP ADHESIVE TO SECURE CAPS. CAP 15LOC< DETAIL SCALE: N.T.S. PRIMARY NOTE: STRENGTH IN THE 'CROSSOVER AREA' OF DIRECTION REINFORCEMENT, ONE OF THE LAYERS OF REINFORCEMENT SHOULD BE LOWERED OR RAISED ONE COURSE L TO ALLOW PLACEMENT OF THE REINFORCEMENT WITH THE PRIMARY 10 REINFORCEMENT STRENGTH DIRECTION PROPERLY ORIENTED. THE REINFORCEMENT SHOULD NOT EXTEND INTO THE SEGMENTAL RETAINING WALL UNITS ON THE RETURN LEG OF THE 90 -DEGREE CORNER -1 QZ~ LUUJ w CL NOT USED PLACE ADDITIONAL REINFORCEMENT ON THE NEXT COURSE OF SEGMENTAL UNITS IMMEDIATELY ABOVE THE SPECIFIED PLACEMENT ELEVATI/''^' W n MAK1K11=rP THAT ELIMINATES GAI PREVIOUS LAYER OF GE THE SPECIFIED I RAILING (IF REQUIRED) SHALL BE DESIGNED BY OTHERS. INSTALLER SHALL HAND -DIG HOLE AND HAND -CUT GEOGRID TO PREVENT DAMAGE TO GRID.ANCHOR GAP REINFORCED BLOCK UNIT, TYP. FINISH GRADE 501L T/WAL SEE PLAN a \� \\\ \�\ ��\ ��\, \\ \ \ \\ ELEVATIONS REINFORCEMENT LENGTH \ \ j ///, S DIAMOND PRO `STRATAGRID SG200`\ \\ \�\ \ BLOCK UNIT, TYP. NOTE: THIS SECT ION PROVIDES GENERAL DETAILS OF THE TYPICAL WALL SECTION. 12 INCHES OF FREE- SEE PANEL SECTION AND DRAINING AGGREGATEELEVATION �\� SPECIFIC DETAIL FOR \\� STRATAGRID 86200 FOR WALL BA ER�jl AI IL C�YLINT' SEE NOTE ON W -L1 /THROUGH WALL FACE EVERY, FINISH /30 FT TO 50 FT MAX.) GRADE /(INSTALL WHEN EXPOSED /WALL IS OVER, &FT :) ` STRATAGRID SG206\// </ �APPROX. B/WAL \\/ /\\ / / I LIMITS OF EXCAVATION SEE PLAN ELEVATIONS III I I I I I- (o' MIN. COMPACTED �, FDOT x'51 STONE OR SECURE FILTER FABRIC AT FIRST LAYER OF UNREINFORCED CONC. 2'-0' MIN. GEOGRID REINFORCEMENT AND EXTEND LEVELING PAD DOWN TO BOTTOM OF LEVELING PAD (TYP_) RAILING REQUIRED WHEN HEIGHT OF EXCEEDS 30 INCHES.WALL DIXIVIOND PRO T*10'P I CAL UJ LL S CTI ®N 4 SCALE= N.T.S. PRIMARY STRENGTH DIRECTION L PRIMARY STRENGTH DIRECTION T IC4L INSICM CURYE SCALE: N.T.S. STEP 2: BLOCK, Mr OF THE B. ARE NC AN O STEP 1 - PLACE REINFORCEMENT SO THAT LITTLE OR NO OVERLAP OCCURS IN THE RADIUS AREA. IF OVERLAP OCCURS, PLACE 2 TO 3 INCHES OF SAND BETWEEN THE REINFORCEMENT LAYERS. 2 TO 3 INCHES OF SOIL FILL REQUIRED BETWEEN OVERLAPPED REINFORCEMENT FOR PROPER SOIL AND REINFORCEMENT INTERACTION STEP 3: PLACE REINFORCEMENT IN THE AREAS WHERE THE MARKS SHOW GAPS IN THE LOWER REINFORI EMENT PATTERN. CONTINUE NORMAL WALL CONSTRUCTION, REPEATING THESE STEPS AS NEEDED F. TY ICALM ®UTSI CORNER 1 r— C �U �f U� SCALE: N.T.S. SCALE: N.T.S. I OEM GORES NOT SHOWN FOR CLARITY 0. ti F tt LO) 71 tt N T AA t� tm I A I Nd I Nd C4 W /A t-�3 ��/- v" � ��A /N N� T � (Elo� E A H / p L C) f�< Lo) 7�� amWAS� ° RAIU-- EES f ff tu PAGE SHEET TITLE (� it I COVER TITLE PAGE AND SITE PLAN • • • 2 RW -1.1 GENERAL NOTES • nw ! 3 RW -2.1 WALL LAYOUT PLANS ! ! • 4 RW -3.1 WALL 1 ELEVATIONS • • 5 RW -3.2 WALL 1 ELEVATIONS • LQ \Jv r� RW -3.3 WALL I SECTIONS • i R111-3.4 WALL 2 ELEVATIONS AND SECTION • a RW=3.5 WALL 3 ELEVATION AND SECTION � ! 9 _ RW -4.1 DETAILS • • FLEET LANDING EXPANSION ONE FLEET LANDING BLVD. ATLANTIC 5EACH, FLORDA 32223 CIVIL ENGINEER OF RECORD: GOODSON, NEVIN AND ASSOCIATES 101-15 FORTUNE PARKWAI', SUITE 403 JACKSONVILLE, FL 32256 JOI4N NEVIN, P.E_ DAT=1�) O'�/0i/201& REV, 10 DATED 03/13/2019 c 0 OA z h >W W CFWa O Vtik,V nU'�F FUti 0 zQ'O� � O h W ygUW n , WF 'W N A :xFw �wo0. �yJk4 ;yvp0. �Wwti �cyF� rtia� Ma. V � d' Q� nw Z U dO w� o�ww UwoaZ LLj ww LQ \Jv r� D LLJP+ z AN r`� N a M � F Z�f ►� �-* Z Agz A Z P w � W � No. - s OF ''/1///11111191111111 06-10-2019 CHAD E. HATCHER P.E. FL. PROF. REG. NO. 84151 REVISIONS �2 O�,/23/2019 DATE: 10/11/201a SCALE: A5 NOTED DRAWN: TJL APPROVED: CEH JOB NO: SHEET OVE z h >W W CFWa O Vtik,V nU'�F FUti 0 zQ'O� � O h W ygUW n , WF 'W N A :xFw �wo0. �yJk4 ;yvp0. �Wwti �cyF� rtia� 0. L== NOTEEP A. RETAfNING WALL HA5 BEEN DE5IC�NED IN ACCORDANCE WITH 5ECTION5 1610 AND 15012.4 OF THE FLORIDA BUILDING CODE, 6TH EDITION (2017) AND SECTIONS 6 AND I OF THE NGMA °DE51GN MANUAL FOR SEGMENTAL RETAINING WALL5% 31RD EDITION_ THE WALLS HAVE NOT BEEN CHECKED FOR THE DETERMINATION AND/OR VERIFICATION OF THE BEARING CAPACITY AND STRENGTH PROPERTIES OF THE IN-SITU FOUNDATION 501L5, LONG TERM GLOBAL STABILITY OF THE WALL STRUCTURE EMBANKMENT, SETTLEMENT ESTIMATES, AND GROUND WATER AND SUBSURFACE DRAINAGE CONSIDERATIONS. B_ THIS RETAINING WALL HAS BEEN EVALUATED FOR WINDS LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE, 6TH EDITION (2011) AS FOLLOWS: RISK CATEGORY: CATEGORY I ULTIMATE DESIGN WIND SPEED 129 MPH (3-5ECOND GUST) NOMINAL DESIGN WIND SPEED 100 MPH C. A GEOTECHNICAL REPORT WAS NOT FURNISHED FOR THI5 PROJECT. THE DESIGN IS BASED UPON THE FOLLOWING ASSUMED SOIL PROPERTIES. THESE PROPERTIES SHALL BE SUBJECT TO REVIEW AND APPROVAL OF OWNER'S SITE ENGINEER(5): REINFORCED SOIL U5C5 CLASSIFICATION: SP DENSITY: 110 PCF FRICTION ANGLE: 30 DEGREES RETAINED SOIL USC5 CLASSIFICATION: SP DENSITY: 110 PGF FRICTION ANGLE: 30 DEGREES IN-SITU SOIL U&C5 CLASSIFICATION: SP DENSITY: 110 PGF FRICTION ANGLE: 30 DEGREES LEVELING PAD USCS CLASSIFICATION: GW DENSITY: 140 PCF FRICTION ANGLE: 39 DEGREES. ASSUMED MINIMUM ALLOWABLE SOIL BEARING CAPACITY m 1,500 P5F_ D. THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND NOTIFY THE SITE ENGINEER IMMEDIATELY OF ANY SITE CONDITIONS THAT DIFFER FROM THOSE SHOWN ON THE DRAWING(S) THAT WOULD PRECLUDE THE CONSTRUCTION BEINC:s PERFORMED IN THE MANNER, SHOWN ON THESE DRAWINGS. E. REFER TO THE PROJECT CIVIL ENGINEER -OF -RECORD'S DRAWINGS FOR ALL DIMENSIONS NOT GIVEN OR INDICATED_ ANY DIMENSION DISCREPANCIES FOUND ON THE 51TE DRAWINGS SHALL BE COORDINATED WITH THE ENGINEER -OF -RECORD PRIOR TO CONSTRUCTION, F. SURCHARGE LIVE LOAD: 250 PSF SURCHARGE DEAD LOAD: 40 P5F SUF�>CHARGE LIVE LOAD- AND DEAD LOADS ARE APPLIED AT THE START OF THE GRADE BEHIND THE WALL, UNLESS NOTED OTHERWISE. G_ TIME CONTENTS OF THIS SUBMITTAL SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE OWNER'S SITE ENGINEER(S) PRIOR TO CONSTRUCTION OF WALL(5). H. BEARING CAPACITY AND STRENGTH PROPERTIES OF THE IN-SITU FOUNDATION SOILS, LONG TERM GLOBAL STABILITY OF THE WALL STRUCTURE EMBANKMENT, SETTLEMENT ESTIMATES, AND GROUND WATER AND SUBSURFACE DRAINAGE SHALL BE CONSIDERED AND EVALUATED BY THE OWNER'S SITE ENGINEER(5) PRIOR TO CONSTRUCTION. TT4L TR A. WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTION OF A CONCRETE RETAINING WALL IN ACCORDANCE WITH THESE SPECIFICATIONS AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES, DESIGN AND DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS. NO ALTERNATE WALL SYSTEMS WILL BE CONSIDERED_ B. WORK INCLUDES PREPARING FOUNDATION SOIL, FURNISHING AND INSTALLING A LEVELING PAD, UNIT DRAINAGE FILL, A GEOSYNTHETIC SOIL REINFORCEMENT OF THE TYPE, SIZE, LOCATION AND LENGTHS DESIGNATED ON THE CONSTRUCTION DRAWINGS AND BACKFILL TO THE LINES AND GRADES ON THE CONSTRUCTION DRAWINGS. m D E_ F m a J. 9A M M ANCHOR CONCRETE RETAINING WALL UNITS SHALL BE DIAMOND PRO UNITS, LAID IN RUNNING BOND, NOMINALLY LOCATED AT THE MIDPOINT OF VERTICALLY ADJACENT UNITS, IN BOTH STRAIGHT AND CURVED ALIGNMENTS. BASE LEVELING PAD MATERIAL SHALL CONSIST OF A CRUSHED STONE BASE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION A5 DETERMINED IN ACCORDANCE WITH A5TM D440, SIEVE SIZE PERCENT PA5SINCU 1 INCH 100 NO. 4 35 -10 NO. 40 ]0- 35 NO, 200 3 - 10 UNIT DRAINAGE AGGREGATE SHALL CONSIST OF CLEAN, CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D445: SIEVE 51ZE PERCENT PASSING I INCH 100 3/4 INCH 15-100 NO. 4 0 - 60 NO. 40 0-50 NO. 200 0 - 5 PLACE 12 INCHES OF DRAINAGE FILL AGGREGATE WITHIN THE CORES OF, BETWEEN, AND BEHIND THE UNITS AS INDICATED ON THE CONSTRUCTION DRAWINGS. CAP THE DRAINAGE AGGREGATE .ZONE WITH 12 INCHES OF IMPERVIOUS MATERIAL (CLAYEY SOIL OR SIMILAR MATERIAL WHICH WILL PREVENT PERCOLATION INTO THE DRAINAGE ZONE BEHIND THE WALL). REINFORCED BACKFILL SHALL BE FREE OF ORGANICS AND DE15R15 AND CONSISTING OF 5P TYPE CLASSIFIED SOIL IN ACCORDANCE WITH ASTM D24al AND THE UCS CLASSIFICATION SYSTEM AND COMPACTED IN ACCORDANCE WITH ASTM D1556 OR A5TM D2c322. MAXIMUM PARTICLE SIZE IS 4 INCHES_ GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE 5TRATAGRID 5G-200 OR BETTER AS MANUFACTURED BY STRATA SYSTEMS, INC_ GEOTEXTILE FILTER FABRIC SHALL BE N -SERIES FILTER FABRIC AS MANUFACTURED BY TENCATE GE05YNTHETICS OR BETTER- THE ETTERTHE CONTRACTOR SHALL EXCAVATE AND BACKFILL TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. IT 15 ASSUMED THAT ALL PROBLEMATIC SOILS (ORGANIC,, EXPANSIVE, ETC.) WILL BE REMOVED AND REPLACED WITH SUITABLE STRUCTURAL FILL. ANY FILL TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISH Gap -ADE IN STRUCTURAL AREAS SHALL BE AS INDICATED BY THE GEOTECHNICAL ENGINEER. SOIL COMPACTION, UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT, SHALL ADHERE TO THE FOLLOWING MINIMUM REQUIREMENTS - 2' -0" MINIMUM LEVELING PAD TRENCH: SHALL BE COMPACTED TOA MINIMUM DEPTH OF ONE (U FOOT BELOW STRIPPED GRADE. ANY L005E, SOFT OR UNDESIRABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF 95% OF THE 501L'S MODIFIED PROCTOR MAXIMUM DRY DENSITY 45 DETERMINED BY A5TM SF'ECIFICATION D-1551. BASE LEVELING PAD MATERIAL SHALL BE PLACED ON COMPACTED 501L TO THE DEPTHS, WIDTHS, LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS, TO A MINIMUM THIC<N;_7SS OF G INCHES AND EXTEND LATERALLY A MINIMUM OF 6" IN FRONT AND BEHIND THE RETAINING WALL. BASE LEVELING PAD MATERIAL SHALL BE COMPACTED AND PREPARED TO INSURE FULL CONTACT TO THE BA&E SURFACE OF THE RETAINING WALL CONCRETE UNITS_ A_ FIRST COURSE OF UNIT5 50ALL BE PLACED ON THE LEVELING PAD AT THE APPROPRIATE LINE AND GRADE_ ALIGNMENT AND LEVEL SMALL BE CHECKED IN ALL DIRECTIONS AND INSURE THAT ALL UNITS ARE IN FULL CONTACT WITH THE BASE AND PROPERLY SEATED_ B_ PLACE THE FRONT OF UNITS SIDE-BY-SIDE, DO NOT LEAVE GAPS BETWEEN ADJACENT UNITS. LAYOUT OF CORNERS AND CURVES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE 15 COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNITS CONTACT THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSE. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH SPECIFIED ADHESIVE_ D. PLACE AND COMPACT DRAINAGE FILL WITHIN AND BEHIND WALL UNITS. PLACE AND COMPACT BACKFILL SOIL BEHIND DRAINAGE FILL. FOLLOW WALL ERECTION AND DRAINAGE FILL CLOSELY WITH STRUCTURAL BACKFILL. E. GEOTEXTILE FILTER FABRIC SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION AS THE WALL IS LAID UP AND THE DRAINAGE FILL MATERIAL IS PLACED AND COMPACTED. F. MAXIMUM STACKED VERTICAL HEIGHT OF WALL UNITS, PRIOR TO UNIT DRAINAGE FILL AND BACKFILL PLACEMENT AND COMPACTION, SHALL NOT EXCEED ONE COURSE. STRL4CVRAL SSOSRI INSTALLATION A. INSTALL GEOSYNTHETIC SOIL REINFORCEMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ORIENT THE GEOSYNTHETIC SOIL REINFORCEMENT WITH THE HIGHEST STRENGTH AX15 PERPENDICULAR TO THE WALL FACE_ B_ GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE PLACED AT THE STRENGTHS, LENGTHS AND ELEVATIONS SHOWN ON THESE CONSTRUCTION DESIGN DRAWINGS. C. THE GE05YNTHETIC SOIL REINFORCEMENT SHALL BE LAID HORIZONTALLY ON TOP OF THE CONCRETE BLOCK UNITS AND THE COMPACTED BACKFILL SOILS_ PLACE THE GEOSYNTHETIC SOIL REINFORCEMENT TO WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS_ PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC SOIL REINFORCEMENT. D_ THE GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRfNKLES PRIOR TO PLACEMENT OF BACKFILL SOILS ON TOP OF THE GE05YNTHETIC SOIL REINFORCEMENT_ E. GE05YNTHETIC SOIL REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS AND PLACED SIDE-BY-SIDE TO PROVIDE 100510 COVERAGE AT EACH LEVEL. SPLICED CONNECTIONS BETWEEN SHORTER PIECES OF GEO&YNTHETIC SOIL REINFORCEMENT OR GAPS BETWEEN ADJACENT PIECES OF GE05YNTHETIC 501L REINFORCEMENT ARE NOT PERMITTED. F. GEOGRID NOMENCLATURE: STRATAGRID 200 •- 6.00 I I L� GEOGRID LENGTH IN TYPE DECIMAL FEET R I R BACXPILL FDLACVIEE7 A. REINFORCED BACKFILL SMALL BE PLACED, SPREAD AND GOMPACTED IN SUCH A MANNER THAT MININIZE5 THE DEVELOPMENT OF SLACK IN THE GE05YNTHETIC 501L REINFORCEMENT AND INSTALLATION DAMAGE_ B. REINFORCED BACKFILL SHALL BE PLACED AND COMPACTED IN LIFTS NOT TO EXCEED 6 INCHES WHERE HAND COMPACTION 15 USED, OR 0 TO 10 INCHES WHERE HEAVY COMPACTION EQUIPMENT 15 USED. LIFT THICKNESS SHALL BE DECREASED TO ACHIEVE THE REQUIRED DENSITY AS REQUIRED. C. REINFORCED BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY PER ASTM D638 OR32% MODIFIED PROCTOR DENSITY PER ASTM D1551_ THE MOISTURE CONTENT OF THE BACKFILL MATERIAL PRIOR TO AND DURING COMPACTION SHALL BE UNIFORMLY DISTRIBUTED THROUGHOUT EACH LA`T'ER AND SHALL BE WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS. D_ ONLY LIGHTWEIGHT HAND -OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 4 FEET FROM THE BACK OF THE RETAINING WALL. E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY UPON THE GEOSYNTHETIC SOIL REINFORCEMENT. A MINIMUM FILL THICKNESS OF 6 INCHES 15 REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC SOIL REINFORCEMENT. TRACKED VEHICLE TURNING SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAM4,CaING THE GE05YNTHETIC SOIL REINFORCEMENT. F_ RUBBER TIRED EQUIPMENT MAY PASS OVER GEOSYNTHETIC SOIL REINFORCEMENT AT SLOW SPEEDS, LESS THAN 5 MPH. SUDDEN BRAKING AND SHARP TURNING ON THE GEOSYNTHETIC SOIL REINFORCEMENT SHALL NOT BE ALLOWED_ G. AT THE END OF EACH DAYS OPERATION, THE CONTRACTOR SHALL SLOPE THE LAST LIFT OF REINFORCEMENT BACKFILL AWAY FROM THE WALL UNITS TO DIRECT RUNOFF AWAY FROM THE WALL FACE_ THE CONTRACTOR SHALL NOT ALLOW SURFACE RUNOFF FROM ADJACENT AREA& TO ENTER THE WALL CONSTRUCTION SITE_ H_ COMPACTION TESTINCa SHALL BE DONE IN ACCORDANCE WITH ASTM 1_-)155L OR ASTM D2922_ TESTING FREQUENCY SHALL BE ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED AND FOR EVERY 50 LINEAL F=EET OF RETAINING WALL, CAP L I T A. CAP UNITS SHALL BE GLUED TO UNDERLYING UNITS WITH AN ALL-WEATHER ADHESIVE RECOMMENDED BY THE MANUFACTURER. A. VERTICAL ALIGNMENT: 1.5" OVER ANY 10' DISTANCE WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B_ IMMEDIATE POST CONSTRUCTION BATTER: WITHIN 2 DEGREES OF DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS_ C. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: STRAIGHT LINES, (+/-) 1 1/2 INCHES OVER ANY 10 FOOT DISTANCE. CORNER AND RADIUS LOCATIONS, (V-) 12 INCHES. CURVES AND SERPENTINE RADII, (+/-) 2 FEET. ALL STAB L I PARAMETERS FACTORS OF SAFETY (MIN.) XT RNAL CIS 5A5E 5L 4D 1NG L50 BEARING CAPACITY 2.00 CREST TOPPLING 1.50 OVERTURNING 1.50 INTERNAL CHECK INTERNAL SLIDING 1.50 PULLOUT 1.50 TENSILE OVERSTRESS 1.50 INTERNAL COMPOUND STABILITY 1.30 LOCAL CHECK CONNECTION STRENGTH 1.50 FACING SHEAR 1.50 SEGMENTAL WALL SEE PLANS F O� _ WALL BATTER I. WALL CONTRACTOR SHALL VERIFY W/ OWNER WALL PRODUCT AND WALL BATTER 2_ SEGMENTAL RETAINING WALLS) INDICATED HAVE BEEN DESIGNED FOR THE FOLLOWING BATTER: 1„ �o NOTE: WALL BATTER AFFECTS THE DESIGN LENGTHS OF GEOGRID_ GLOBAL STABILITY: POTENTIAL FAILURE PLANE (SEE GENERAL NOTES H) - z h w a wvwF a 4ghw >4 W4y� azo � 4Z2 a C�o0. www u�a4 awh� AFrrix F�0.� 1ju c cc Jim knkn d' Nftft 0wd U C) ` Z C'7 wZ n/ H N di w ,7 hrT�-1 �MNNQj� rr,� Uwooz d�V�1a� w uu uiE--, Q� M N N a M o A�� a�w W aW� W a Q HA,,,,,,, .. No.8 - 4! �0P,0 06-10-2019 CHAD E. HATCHER P.E. FL. PROF. REG. N0. 84151 REVISIONS DATE: l0/11/201a SCALE: 45 NOTED DRAWN: TJL APPROVED: JOB NO: SHEET RW—lol z h w a wvwF a 4ghw >4 W4y� azo � 4Z2 a C�o0. www u�a4 awh� AFrrix F�0.� ND WALL 2 5TA O+59.0 H IC;H CRAdE EL. 10.0' Low CRAr:)E EL_ 9_®' < HIGH GRADE EL. 11.5' < LOW GRADE EL__F2' Z � � Q ? U1 LL Z H(�H GRADE EL_ 1L�' LOW GFRADE EL_ T5' STA 0+44 5TA 0+24.a WALL 5E(aMENT 2. = 19.E (+1-) f z 8 f-� � eE cl EIN LL 2 RTA I L LL L'r SCALE= 1/16" a 1'-C" 1' j , / UILifN STRUCTURE j WITH 5'-0" MIN. HIGH ' 5TEM WALL FOUNDATION L T R �r D W LL HIGH GRADE EL, 10.0' LOW C;RA�)E EL. 6.0' ilz �a X�\ A\ HIGH GRADE EL. 100' LOW GRAlDE EL. 9.0' S EGIN WALL 3 SCALE= 1116" = 1'-0" S, IC:I 76- wo ■ V O O U U zd W� o WW rp"°>W N �MNNA(W W x a �c�A a■,r� U w o o Z ¢ ca1 LLj W ��aww3 Z tu J U WconH N N ri n H � <C W � O� `,55`55917111111111!!!!!!, Hq GENs. - No. FT IF !!!llnunliln5`5}5 06-10-2019 CHAD E. HATCHER P.E. FL. PROF. REG. NO. 84151 REVISIONS 10/29/201a OF5/23/2019 DATE: 1 10/11/2018 SCALE: G 5 NOTED DRAWN: i TJL i i APPROVED: CN JOB NO: SHEET E G E t RW -2.1! I I i q c( W `) WAIT SEGFMENT 2.1 = 11.00' C+1=) � WA1-1� SEC�M�NT 2.2 = 13.0' C +1_; WALL �C�M�NT 23 = 1'�.�0' C +l - ) Of GRADE 5Ei-1IND IN51DE CORNER RADE 1N FRONT IN51DE CORNER WALL, TYP/ SEE DET, 13/RW-4.1 OF WALL, TYP. OUTSIDE CORNER SEE DET. 9/RW-4.1 SEE DET_ 10/RW-4.1 12 Tl41ALL 11.5O FT ------------------------------ — — — — — — — — — — — — — — 11 10 f aR_-�_ f�-._ f� - - _ �� - - f ��- _ _ STS TA�RlD ��._�--.. - - f� y - _ —� f �_y f�� .. y�..._!�. 2 f�? -.EL UD t- cQ----------------------------------------------------------------------------------------------------------------------------------------------------------------- -- ---- - ------------- 9 zz U��-- - - - - - - - - - - - - - - - - p5.� .tom r r �� , - _-_--_-� _-_-...rte ,. - ._ _ _ _ _ S_ 20�% '�- _- - f_. -- _ _.._ y. _ a- _ �_ _� ---- _-E-_ _--.- _--��2T. T I ft . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------- ------------------------------------------------- ---- --------------------------------------------- i 5/WALL = G.50 FT _ ro d ' 6 DIMENSIONS ARE IMPERIAL C1H:1V) LUALL.. —2MXVATION SCALE- 1/2" = V-0" 01 � e W-3. WALL SEGMENT 2.4 = 45.IDID' C+/-) � CaRADE 5EHIND RADE IN FRONT 12 WALL, TYP_ OF WALL, TYP. T/WALL = 11.50 FT T/WALL 11 10-03 PT — — — T/ ALL ------ ----- --- -- ---- --- 11 FT 10— __.�� cILD X00 — ��t f- ---------------- ------------------------------------------------------------------ --- �> - T�ATAC� 2 ft a, ST��TAQR 00 - 5.00 ft_ fe.-.o_ _ -� �� _ �� _ _ — - - .._� 5T ATA (� 200 - �.Q0 ft - - - - - - 8/WALL - ---------------- ------------------- - .83T --------------------------------- -------------- - � 5/WALL _ Yl FT 5/WALL = C .50 FT 6 a A DIMENSIONS ARE IMPERIAL (IH -IV) 4LL 2 ELM\/ATION SCALE: 1/2n = l'-0" C2 0. F I I 1-----------1 _StrataGrld 200,-5-00 ft _StrataCrld 200, 5.00 ft ALL -2 5ECTIOIC SCALE: 3/4" = 1'-0" W a �r,'KioW F x 0.gE-,W E. > 0., Wove �y,qq <�00. W c»p0. a w F ti a.' Fti4� F NOTES' 1 FOR GrENERAL STRUCTURAL SEE SHEET RW -1.1. WALL, ELEVATIONS ARE VIEWED '*err FROM FINISHED FACE U.N.O. o�Z� cq 4 WALL SECTIONS ARE S1 -OWN WIT -4 _ BATTER, FOR WALL EATTER I -+V W �+• . . o¢x¢W vi rs, w W OLLj DETAIL, SEE SHEET rr U FOR ADDITIONAL INS RMATION 'IOT SHOWN ON WALL SEC IONS SEE ` LJ DET. 4/RW-41 Q W a �r,'KioW F x 0.gE-,W E. > 0., Wove �y,qq <�00. W c»p0. a w F ti a.' Fti4� F r ar kn V kn O � U '*err z o Z o�Z� cq 4 Ww000Q �M MMA W _ AM � I -+V W �+• . . o¢x¢W vi rs, w W OLLj rr U Ems- ` LJ Q a M � gz Z 9z W ENO W a 0 .........I .HA - 0. 1 - ST F f, I7/lllll illlitll�� 06-10-2019 CHAD E. HATCHER P.E. FL. PROF. REG. NO. 84151 REVISIONS 05/23/2019 DATE: 10/11/201a SCALE: A6 NOTED DRAWN: TJL APPROVED: CEH JOB NO: SHEET RW -3.4 W a �r,'KioW F x 0.gE-,W E. > 0., Wove �y,qq <�00. W c»p0. a w F ti a.' Fti4� Q 2 0 WALL SEGMENT 3.1 = 41.00' +/-) `n op GRADE f5EHIND RADE IN FRONT 10 WAIT, TT''P. OF WALL, T`A'P_ T/WALL a 10.00 FT ---------- ----------------------------- 71_61 FT STRATAGRI12 20 ft — — — — ------------- ----------------------------------------------- ------------------ - -----------— — — — — — — 5/WALL 1,00 FT Y,�TAQEIQ 200 a-5. .fes _ T 4 T,4.QEj;) 2._-Qp -L- 15/WALL- 6.33 FT ---------------- = --- --- -------------------------------- 5/WALL 5_roi FT 5/WALL a 5.00 FT Nt 4 4 < DIMENSIONS ARE IMPERIAL (IH -1V) WALL MSM\/4T I 1 SCALE- 1/2" a 1's0° i L-- ---------- — . StrataGrigf 200, 5.00 ft SCALE- 3/4" m 1'-0° 0. _5trataC�rld 200, 5.00 Ft Q) -A z -A CiA -AY- D w zz u� 4- Q@ 0 ETES- A 0 FOR GENERAL STRU l�R NOTES, SEE SHEET RW-1.1,� WALL ELEVATIONS ARE VIEUJED FROM FINISHED FACE U.N_O. OWALL SECTIONS ARE SHOWN WITS# BATTER, FOR WALL BATTER DETAIL, SEE SHEET W-1.1. FOR ADDITIONAL INFORMATION NOT SHOWN ON WALL SECTIONS SEE DET_ 4/RW-4.1. w 0 vycyv >FFy �i -N `Q ,0.Fy a � w � 0 K�r4q� 4Rvw °baa x �s.qa ewo0. :www s�a4 :W0.w� Cti4� IJU ;Z ■ w Q� U O _ CJ w Cz7 Q �a Z a w �MNNAw UwQoz ujCrv� z w w W r H U LH z Q M�1 � � � N w � M Z '1� A Z ZA�J a w www �wN a way w w� M w � = No. 84 51 FT F 0 AL 06-10-2019 CHAD E. HATCHER P.E. FL. PROF. REG. NO. 84151 REVISIONS �2 05/23/2019 DATE: l0/11/201a SCALE: A5 NOTED DRAWN: TJL APPROVED: CH JOB NO: SHEET RW-3*5 w 0 vycyv >FFy �i -N `Q ,0.Fy a � w � 0 K�r4q� 4Rvw °baa x �s.qa ewo0. :www s�a4 :W0.w� Cti4� 0. ti F I V P;f I I r !® V V i is .r� /� i] 1 1®•` LOWER BLOCK �)RCEMENT SEE PLA - - GmocgRiD SCALE: N.T.S. 11/A 1ENT AT ED 1ENT O NG PL E> RE �„ !n( - , STRENGTH DIRECTION RAILING CIF REQUIRED) 4" DIA_ DRAIN TILE SHALL BE DESIGNED BY OTHERS. (DAYLIGHT THROUGH CUALL FACE INSTALLER SHALL HAND -DIG HOLE 4 EVERY 30 FT TO 50 FT MAX.) AND HAND -CUT GEOGRID TO PREVENT (INSTALL WHEN EXPOSED WALL IS DAMAGE TO GRID. W-4. OVER 6FT.) ANCHOR CAP REINFORCED GRADE BLOCK UNIT, TYP, FINISH GRADE SEE PLAN S®IL T/WAL i� ffi 40 REINFORCEMENT LENGTH DIAMOND PRO — _ BLOCK UNIT, TYP_ STRATAGRID SG200 \ NOTE: THIS SECTION PROVIDES �_S�= O I�,� GENERAL DETAILS OF THE WAL STEP TYPICAL WALL SECTION. SEE PANEL SE12 INCHES OF FREE-\/\\ 5E( --TION AND / DRAINING AGGREGATE ELEVATION VIEWS FOR \ \ \ \ \ \ SPECIFIC DETAILS. STRATAGRID 5G200 \ \ \ /\/ \ BATTER- FOR WALL ATTE 4 �A, Al IL C�'%LIGWT SEE NOTE ON RW -1.1 /THROUGH WALL FACE EVERY, FINISH /30 FT TO SO FT MAX.) GRADE \I(INSTALL WHEN EXPOSED OVER, &FT,) \\ STRATAGRID 5G20iklml 15/W,4LLIMITS OF SEE PLAN 4 !! I / (1— I EXCAVATION NATIVE 501L ELEVATIONS \\ ro" MIN. COMPACTED FDOT ' \\� � 6" MIN_ COMPACTED I- 151 STONE OR UNREINFORFDOT STONE OR CED SECURE FILTER FABRIC AT FIRST LAYER OF CONC. LEVELING PAD UNREINFOR.CED CON. 2'-O" MIN. GEOGRID REINFORCEMENT AND EXTEND LEVELING PAD DOWN TO BOTTOM OF LEVELING PAD (TYP.) RAILING REQUIRED WHEN X ENDS �X N� ED WALL I FIR T I SAL LVA I 7 I CAL WALL T I SCALE: N_T.S_ SCALE: N_T_S. NOTE, SAW -CUT AS REQUIRED TO CONSTRUCT 90-DEGRI=E MITERED CORNER CORINIMR ENID 1. ALWAYS START CAPPfNG WALL FROM THE LOWEST ELEVATION. ANCHOR CAP 2. LAY OUT CAPS PRIOR TO USING A[:)HESIVE_ BLOCK UNIT, TYP_ 3. CUT CAPS TO FIT. VARIOUS COMBINATIONS OF LONG AND SHORT CAP FACES WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. 14, 4. ALTERNATE SHORT AND LONG CAP FACES EVERY OTHER CAP TO ACHIEVE A STRAIGHT ROW OF GAPS. ANCHOR SEGMENTAL UNITS SEE PLAN S_ USE EXTERIOR -GRADE CONSTRUCTION ADHESIVE TO SECURE CAPS. CAP ST I L SCALE= N.T.S_ PRIMARY NOTE: IN THE "CROSSOVER AREA" OF STRENGTH DIRECTION REINFORCEMENT, ONE OF THE LAYERS OF REINFORCEMENT SHOULD BE LOWERED OR RAISED ONE COURSE L TO ALLOW PLACEMENT OF THE REINFORCEMENT WITH THE PRIMARY _ �i. W Z c'C`WW RE INFORCEMENT STRENGTH t� to DIRECTION PROPERLY ORIENTED_ - THE REINFORCEMENT SHOULD NOT EXTEND INTO THE SEGMENTAL RETAINING WALL UNITS ON THE RETURN A LEG OF THE 9O -DEGREE CORNER. 0 PLACE ADDITIONAL REINFORCEMENT" ON THE NEXT COURSE OF SEGMENTAL UNITS IMMEDIATELY ABOVE THE SPECIFIED PLACEMENTELEVATION IN A MANNER THAT ELIMINATES G/ PREVIOUS LAYER OF G THE SPECIFIED STRNOTH DIRECTION T I CAL I T R CURVE SCALE: N.T.S. STEP 2: BLOCK. M OF THE E ARE N AP O STEP I PLACE REINFORCEMENT SO THAT LITTLE OR NO OVERLAP OCCURS IN THE RADIUS AREA. IF OVERLAP OCCURS, PLACE 2 TO 3 INCHES OF SAND BETWEEN THE REINFORCEMENT LAYERS - 2 TO 3 INCHES OF SOIL FILL REQUIRED BETWEEN OVERLAPPED REINFORCEMENT FOR PROPER 501L AND REINFORCEMENT INTERACTION STEP 3: PLACE REINFORCEMENT IN THE AREAS IUHERE THE MARKS SHOW GAPS IN THE LOWER REINFORCEMENT PATTERN. CONTINUE NORMAL WALL CONSTRUCTION, REPEATING THESE STEPS AS NEEDED IM�RY STRENGTH DIRECTION T I G TSP I CAS TSI 1 SCALE: N.T_S. SCALE: N.T.S. w 0 SFF� -aN aati� aao� awF� ygUw 9Q�~ �w 47 Q iy, `gyp a cwo0. w »a4 Gwwti z� uj '47."S 1, d' 0 0� U O _ �i. W Z c'C`WW z t� to Z NzC)X W vi 24 LU J U W A N N a M A WWF ENO O v`,�l\\1111111!!/l)f/f/ vvvvv``o H A V No.. 1 " A! , ///rnlnit if ntl°��l 06-10-2019 CHAD E. HATCHER P.E. FL. PROF. REG. NO. 84151 REVISIONS DATE: 10/11/2018 SCALE: 5 NOTED DRAWN: TJL APPROVED: cl=i. I JOB NO: SHEET j I RW -4.1 w 0 SFF� -aN aati� aao� awF� ygUw 9Q�~ �w 47 Q iy, `gyp a cwo0. w »a4 Gwwti z�