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2218 BAREFOOT TR 16-RAAR-714 Paver Pation, Retaining Wall !r\'yr0 A v�}, CITY OF ATLANTIC BEACH A SJ 800 SEMINOLE ROAD Amk 411 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ALT/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-RAAR-714 Job Type: RESIDENTIAL ALTERATION Description: RETAINING WALL AND PAVER PATIO Estimated Value: $6,000.00 Issue Date: 4/4/2016 Expiration Date: 10/1/2016 PROPERTY ADDRESS: Address: 2218 BAREFOOT TRAC RE Number: 169463-0582 PROPERTY OWNER: Name: FLCA REAL ESTATE LLC Address: 2218 Barefoor TR PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834) for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on-site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Sunshine Recycling.) Full right-of-way restoration, including sod, is required. FEES: STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 BUILDING PERMIT FEE $80.00 FIRILAhl eliale6IFEEECINLY IN ACCORDANCE$11010QLL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 0° "` ,s, CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD J ' ATLANTIC BEACH,FL 32233 ,� INSPECTION PHONE LINE 247-5814 Total Payments: $124.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i 1,:-In:06 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building De artment.) 1 �, ci 800 Seminole Road /" _�rn�� . Atlantic Beach, Florida 32233-5445 (Y ,G /� Phone(904)247-5826 • Fax(904)247-5845 j 3 0 E-mail: building-dept @coab.us Date routed: 2 3�/ City web-site: http://www.coab.us ' APPLICATION REVIEW AND TRACKING FORM Property Address: 2218 �T�idol -7-f- e• . ••ent review required Yes No AO en_MIO Applicant: _ 4 ati/, c • it d a olP c -nning &Z.-.rig -- Administrator Project: £1 )-i7'1 i7) £2A &C — ubli --,.r• is Utilitie ---?fiv£tes Public Safety 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: proved. ❑Denied. (Circle one.) Comments: D:UILDI Iv PLANNING &ZONING 5 f5I/1‘ Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 liw...".. r �\Iir,,``, BUILDING PERMIT APPLICATION o' S\ J CITY OF ATLANTIC BEACH \ " 800 Seminole Road,Atlantic Beach FL 32233 \-/-.--b 21 Jr Office: (904)247-5826 • Fax: (904)247-5845 Job Address: �a I g 1✓&re F1'o /rat-Q._ A g 3c� --33 Permit Number: /G- AeMR- 7J Y Legal Description RE# rn1 �-c Valuation of Work(Replacement Cost) $ 6 C/00, Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: `t-QwIL ( J.Q.L (OU. ✓ 4- LPP'Q✓ 1-(al e5 4 U rLS 1�'t.c t t CA o F_ A- o+� 11-- tt PP VC, r to w�ril b Srotuxe (pet i�io�l-.,r�K covrs.es ht5�,(aY t k 9Sk..ST- Pota,r w i f h '14 Utt W h/a( c. up , (rl 4 t-a.t I a-?Pro k I&ea ell 160 c Fr p4.%)4.r S w ea k N 04 p d r.2.4caa 4 t ea piw.elwtt 1 k Florida Product Approval# for multiple products use product approval form Property Owner Information Name: R 06 M c.F 01-t."I/ Address: �( � 3 ctie Poor /r Lc-e City A-7-04-K, -,C., l3 ct.cJi StateFI Zip 34A:3 3 Phone a,/ • G Dry E-Mail f'0.fhL FAA)I6 crMat I • GoN► '7 D. - i 3g 5-c, 3.7 Owner or Agent (If Agent,Power of Attorney or Agency Letter Required) 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. Contractor Information: ,,F. /t) P( Name of Company: �ibt,ket.u�j�.? �?'cLiet.o,,, L2.n,?� Qualifying Agent: Address: SO Sh.e_Triv- A)..e_ City \Ta.ck(emuci I�kState Zip fi 3, -5 D Office Phone qD`( 653 ,S7d- Job Site/Contact Number SriaAEtJ�harekr q 04 aa.q a 3611 State Certification/Registration# E-Mail 8 r;�,..1 b(b r C-`\CLX, C,..9.4-1 Architect Name & Phone# Engineer's Name &Phone# Worker's Compensation Exempt / Insurer / Lease Employees / Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6 months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing, Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. Signature of Property Ikatzet Signature of Contractor: Before me this Day off .. Before me this 22- Day of At Notary Pu. .c: / �' + Notary P . ' _ •� I9 ' 6' Mr 1 aW.US , . . D aiignd(+EtoN Nn.,Ate 4.10 n Notary Public State of Florida I hereby cert that I have samero . • ,. The 4 tie i it?and corr. t. All provisions of laws and ordinances governing this type of work will be complied with a &P Yie t'bs•44�P. The :ranting of a permit does not so , presume to give authority to violate or cancel the provisions of, y®t r fe 9iE 90t1240 local law •gulating construction or the 1 performance of construction. 5-6-7 /c ,. Rev. 3/14/16 S)..Anfi . City of Atlantic Beach � APPLICATION NUMBER • O� Building Department 800 Seminole Road (To be assigned by the Building De artment.) v z. Atlantic Beach, Florida 32233-5445 /e°'_�,ci 2_ / Phone(904)247-5826 • Fax(904)247-5845 tr E-mail: building-dept @coab.us Date y City web-site: http://www.coab.us a routed: of- Z¶1/ ‘,0 APPLICATION REVIEW AND TRACKING FORM Property Address:2z/8' Lt. ' - �d01 r e• . 1 ent review required Yes No ui •••- Applicant: _ .g.. c • ,g A D� �- -nning &Z •ng -- Administrator Project: 0i 'i`Y) i '71) i - +ublic•�` '-�i• is Utilitie iKs Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of 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: Approved. I 'Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: / ,..,,/c/.0‹._.--/ Date: 0-0/ TREE ADMIN. Second Review: I 'Approved as revised. I (Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I (Denied. Comments: Reviewed by: Date: tevised 05/14/09 J +5x.A.6 J• BUILDING PERMIT APPLICATION p1 `� CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 ---°';I�� Office: (904)247-5826 • Fax:(904)247-5845 Job Address: , 0 -LAX�c Fio-- " ►ritL-e._ A g 3a- 33 Permit Number: Legal Description �c RE# Valuation of Work(Replacement Cost)$ 6000. Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s))(Circle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be perfo d: Li-44o L lev•e,t !Dude✓ -1- upper 1 t,h.ir, V r 4- i�G,X c.F ster,: - 704 t#ties{l Fr tz)a-ti W irk 6,-it crT•t��t.e ct'l� CJei.C( &(oc.F� 7 !d t_+tS7 �'e'tt -(`fh �.4 l�titl/�'cL( c u NIL 1-a Cl PrtxittcZt �' ' . 1��1 c�c✓ytis ht5`V c rr 'rt tl .r 5 w ctr(k Florida Product Approval# l/k e Pouf P 4se product o; t approval l oc..�26tAZ i 1 for multiple products use product approval form Property Owner Information 7 ' Name: n O to AA L.F t t.,( ` V Address: 2', ( g l3ct,, rf'er _ et City r,&t,1-t c. j3•-icti.Il Stater/ Zip 34A.33 Phone -ett.. Ir et i c D� E-Mail {'CLiri£ FAA)I(� t I , C o'vt "7G�- 63g 5'0 3.7 Owner or Agent (If Agent,Power of Attorney or Agency Letter Required) 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. Contractor Information: F H Name of Company: Abc.-k L? L-TtLdit.v 0 ei2-eir-k Qualifying g Agent: Address: S/0 Sit4,11- - A ..e._ City \reitkCo `i e_ State Zip fl 34).5 U Office Phone q t`( 65 3 ( 5 7e. --- Job Site/Contact Number S rt 0.,,i R v�h arcs r- '04 of).C, 4 3 d L/ State Certification/Registration# E-Mail 18 r;A.,„11,)(4 r s L , (vim Architect Name&Phone# Engineer's Name&Phone# Worker's Compensation Exempt / Insurer / Lease Employees / Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced Thirior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. s permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned or a period ofsix(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing, Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. Signature of Property Signature of Contractor: Before me this Day of r Before me this 22. Day of No Pu _ "(p'-` ,,.. -+off 0� 3 Lary 'c: = .,4. uwoo w me,.`, v., _ . _ No • P - • 6, m u - CIO 1 a;ails =_ _ _ /� X -pUpl4 ..el I afignd Arno AidA6°? ,cytY'p' Notary Public State of Florida 1 O V 6`'6 I hereby certify that I have ,...t/ the t '#0 pile and corr. t. All provisions of laws and ordinances governing this type of work will be complied with 1'h ;. er��q a i• b?.°The ,-rantin,g of a permit does not presume to give authority to violate or cancel the provisions of y�t r feaVft` 3Iatti2 a local law 'gulattng construction or the performance of construction. 567 f c " Rev.3/14/16 a I c) ici7 m I Q ,: N ,.. 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Tremron Group is Florida's exclusive licensed Easy selection. Easy ordering. Easy delivery.That's the manufacturer of Keystone's Stonegate, Country promise of the Tremron team.With the most extensive Manor, Palazzo and Compac wall systems. Tremron's manufactured product line in the Southeast,we are a line of Keystone retaining wall products offer complete solution for your hardscape needs— architects, installers, contractors and homeowners, an from pavers and natural stone to erosion control and unsurpassed natural beauty and design flexibility. In now the one-of-a-kind Keystone retaining wall products. addition, Keystone walls are preferred for their ease of installation and extremely low maintenance. The best products. The best selection.The best choice. ' ( t• - ° J3 ,, t m ri , ,,,..,'''-: CD CD H y . O O O • jam`..ZMi► r "n O Oj s , CD ,l.u, , ' -4{ CD . , . . so., O O s `.al ., , 4 'st, -" ' � f'`'m,,- _. '', Wall Collection ■■■ „y-. .. , M _ .... . e�.f . 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With colors and textures to complement any project - Keystone products and services offer the best site solutions for governmental, igk commercial/industrial, recreational, public works `1 and residential applications. a I, �� Keystone Stonegate®-Sierra r • w - VP t • Keystone Stonegate®-Oak Run 5- L KEYSTONE' (b gir7(-/j--t9(7//a7 e K. ,.N- - '" 4'-. .- `,1 _'H: v' :, k aj k•..�'''f4,12 ..yt3`'r h '�'�x-w� ' .: `t�_; ` , f� j' � :: J ' r 4 `, a iT +', air 1 as * d � t, s �\ A, ,, z. 7 4. . > �.Jq * 3 a .$ .. .. E •t - .' is • I;;r . r� 1 a - , ..t., v 1 Allor- Keystone Country Manor®-Sierra � �: Successful designers and contractors embrace the Old World grace, and design flexibility of Keystone Country Manor. Keystone Country Manor combines the appearance of rustic, hand-laid stone walls with the strength and ease of installation provided by the latest in dry-stacked,modular, pin-connected technology. -4:Azi,047 '.-----, 0 4-',/;:;,. .J 6"h x 16"/14"w x 10"d 6"h x 6"/4"w x 10"d CAP UNIT Alignment Pins* 60 lbs. 25 lbs. 3"h x 10"/12"w x 11"d 27 lbs. *Keystone alignment pins improve the durability of a project and simplify the creation of near-vertical and setback walls. TREMRON. COM Wall Collection ■ II • gw .: x El ! ii , I El w . ..-_„s � $ I `- w _ - A 9L—.911‘...19.— +ate+► V , . d;.. .f",brr r-'+ 3.. _ n ':vim ,,,•,,_.. ;'Ya,.:.,. Keystone Country INS-Sierra 0,450150---, .,-r O. t ........st -.:..--- ..-- ..-__•,--- eystone Country" anorwi- +a 'a ., (/ Shade variation is inherent in all-natural materials.Colors may vary depending upon manufacturing location. Individual product measurements given are rounded.Contact your Tremron Group Sales Representative or visit our website for exact dimensions. Available colors: w .*. 4ar1.f.'_ _.r.sx-`5ey Yom,"" . fYl AUTUMN BLEND GRANITE OAK RUN "° a ' .. a ,'� ,�to �' rt-`' r � _ SAND DUNE SANTA FE 7 9 K �, �v , .het , ., •.i tiN le ti , ((-anal 1 f��- i.s �a �j ' ' ' Al , (' 4'441: t"Call ' .1'.. A ' 4 t , lo" ft 1 -:-..:-..-%.:. tit" r PI k 2. n eI mow. fi F r-- till , .\.1 4 ,.,, vow., arsim.., . . ., . .... ^,l , 7 ,,f ,r , .1 7... Nev.:.-.. .-.4 .-,,,Af f...-..'e::- iv, le- '-c- ;;-'17411.t ''''''',.,.1-k...3.-,',---r'. A.,..-. ,:,.....41.1*,,.., r— a,.r", ,r'n4."a S ..',) 3.," ti Lq .n v - j••. ' _ - -.'.1. Ate; .--;$ i 4' fit 'WA. ,y .J ) S . ;Cv , .,i Keystone Stan ��, . 0 0_Sierra/ - . ,,,, _ Keystone Stonegate combines a smooth,weathered stone face with a rustic tumbled finish, reminiscent of walls found throughout the countrysides of Europe. Stonegate retains all of the design flexibility and features of the original Country Manor, but delivers them with a more refined look. .f Universal Cap 6"h x 6"/4"w x 10"d 6"h x 12"/10"w x 10"d 6"h x 16"/14"w x 10"d 23/4"h x 10"w x 12"d Alignment Pins* 25 lbs. 40 lbs. 60 lbs. 22 lbs. *Keystone alignment pins improve the durability of a project and simplify the creation of near-vertical and setback walls. 8 TREMRON. COM Wall Collection • IRS +R y 1, - t ' :-...s L r-° -. yi s. 1 I'/, - t t "u'. _ �•1Ii/, •; 4 t '-.111111111118 , .'•"4-a.- is Ys - t•. ,!'` '•' '• . fie.••F Nil t l- tiliiiwiiiii.�—t n':. • - Keystone Stonegate®O -Sierra . ... i ----+,. • - iY•. �` �, `lam s itri IL"..""."..."*"."------""--jill"""": 41111111.1111411 - ". Keystone Stonegate®-Autumn Ble, Shade variation is inherent in all-natural materials.Colors may vary depending upon manufacturing location. Individual product measurements given are rounded.Contact your Tremron Group Sales Representative or visit our website for exact dimensions. Available colors: 44610.0_, wit_ . 111107101w- 4 .. , AUTUMN BLEND GRANITE OAK RUN _ f i . ".-7- y_ �.a , - . '« .. s 4, •SAND DUNE SANTA FE SIERRA II KEYSTONE' (--r; ,CE,,,NE (--51( ' .. "'" y « - ao Apt r P 'lid * s ,ate. __. 3,,■ z VV 1r Ff�11 ._/ ' Keystone Stonegate®-Autumn Blend a, Fire Pits • Fireplaces • Kitchens • Columns • Benches • Mailboxes • Step-by-Step Designs With the Country Manor&Stonegate wall systems,outdoor living options are almost endless. Providing unsurpassed design flexibility,outdoor living environments can be built at once,or as time and budget allow. Use one,or multiple,Country Manor/ Stonegate step-by-step projects,to take an outdoor space from ordinary,to extraordinary. '::,. xY� t A.. .t ' .. .I •} — , ~._ � ,yam;,. sr sw- Keystone Stonegate-Sierra stufte °" -0-Sierra ` TREMRON.COM Outdoor Living Designs ■ E ■ 9 Keystone Stonegate®-Sierra Keystone Stonegate®-Sierra Keysto a Stonegate®-Oak Run Keystone Stonegate®-Sierra ^^ r. i - _ III Ell _ ., it ., , ,f %. I i , , ., , . . ,, , . II Iin iiiill ; , , ..,„....:, , -Air I , .....1i illip_......A•lit-- r r ;,-.-- _ .art. s � ..Er."' _ ._ 1 3 t * , 1 __:_-_,.....a..._. .. A-,." * Olt VI i . . !�jJk Ruts h - ' ti F p- } -� kti.ILLk.' •• TRW RON .41: Mobile App. Web Site For additional inspiration and step-by-step project designs, Keystone Stonegate® Sierra visit us at www.tremron.com. 1 KEYSTONE cr9Y NE EYST° E Features & Benefits Retained soil side Drainage fill 12"(300mm) Three Face Dimensions • Provides the greatest degree of random layout due • to variations from unit side dimensions. • Each unit has three side dimensions. :•,_• Open Closed alignment alignment Colors Finished wall side • Produced in color blends that enhance the natural stone-like appearance. Pattern &Appearance "Rule of Thumb"for bond pattern between courses for Stonegate Three Textured Sides on Each Unit system:Construct the wall using the units as they come off each • Weathered or antiqued finish creates a more shipping pallet.Randomly utilize the various unit shapes trying to avoid a repetition of same unit size frequency along a horizontal natural stone look to the units. line(some unit repetition is unavoidable). • Permits each unit to be used in multiple positions Avoid stack bonding of unit joints(vertical joint line between within the wall. adjoining units)for more than two courses vertically. • Each unit can be used as an exposed end unit or a If some units seem to have a blemish or too much texturing in a 90° corner unit. specific area,orient them so the blemish faces the soil side of the wall to hide imperfections or use these units along the wall base. • Allows construction of small freestanding walls, parapet walls, pilasters, columns and outdoor living Embedment environments,in addition to retaining walls. Unit embedment below the grade line shall be a minimum of one unit buried,under all conditions,along with a general provision of Shape H/20(wall height divided by 20)for total wall embedment of taller • Each unit has a 90° angle and a tapered (angled) walls.Note H=total height of wall from top of base leveling pad to top of wall. side, allowing the units to be used in 90° corners, tight fitting straight line walls, and radii at curves. Consult a qualified engineer for sloping grade conditions in front of wall or steep slopes and surcharge loads on top of wall. Stonegate Units are Packaged in Sets Deeper embedment may be required in areas prone to surface scouring where base erosion is possible,or in areas where • Eliminates the need for the contractor to pull from freestanding walls are desired and frost depths require deeper multiple pallets to maintain random appearance. foundations. • Provides for a simple method of construction and a random appearance to the wall system. The closed channel end at • Improved color consistency throughout the unit bottom allows for finished wall. finished end aesthetics on 90° corners,pilasters and wall end High Strength Alignment Pins conditions.As required for pin • Multiple pin positions allow for near vertical,9.5°batter interlock,remove the solid closed (setback),and the opportunity to randomly pull a unit Closed end end of the receiving channel. forward to accent the wall. of receiving Remove only if pin from unit below channel strikes this area. The receiving channel on the bottom surface of each unit connects over the pins from the course below.Walls can be built with positive mechanical connection in 90°corners,curves and straight wall geometry without loss of connection or strength. �� TREMRON. COM Design Considerations • t. .3r .44} s .b I.:. r *iMfP)".. 0 te. ���y.:r � 1 Keystone Stonegate®-Sierra Step Designs Cap Units at Keystone Country Manor and Stonegate can be TREADS: Wall Beyond- Grade Line —Th Cut 12" cap used on your step/stair projects with the following depth to _ `-''- e'':'. considerations: 11' to allow —T r T �r ?'- <: 1" overhang at nosing. r &le Eft • Provide the same material at the step foundation 1°(25 s 4 T" • as used on the Country Manor/Stonegate wall im tom'" leveling pad. i T e ? ' ouble stack stair E .r? ,-3 support units. • Compact leveling pad material to a minimum 95% N'S Fasten tread securely Standard Proctor. _ ." with exterior construction P.A''" Leveling grade adhesive. • Double stack the base support units to create a :0! Pad foundation for the stair"tread"units. • Use pins and exterior construction grade Grade 1o,; Handrails: Line 250mm Provide handrails/ adhesive as required for a unified step assembly. railings as per local building code. _ ,dev KEYSTONE' 9/7( earonEte Freestanding Wall Applications -, :- , When considering freestanding wall conditions of any height,the designer must consider the requirements of _ geometry and internal reinforcing to resist overturning and ,.• �.�u, seismic forces (where applicable). Reinforced footings/ " ' x foundation depth must be considered to provide support and 7 . bearing as applied to soil and frost conditions. Due to the 4 - — variable nature of each site situation, a qualified engineer Keystone stoneyate�� �, < �,` should be consulted for appropriate design in accordance Consider using Keystone KapStones"^ with local building codes. to complete the pillars.Consult your Keystone representative for availability. The design details shown on the next few pages are for concept representation only and are not intended to represent final design.Consult a qualified engineer for ; > z '*�r 3" Universal Cap specific design considerations. : .,..:.,' ❑ ❑ RrMRON . .1 r� TREA I I•` .. ❑ Q s h ' Mobile App. Web Site o Need additional inspiration? Visit us at www.tremron.com. Foundation Leveling Pad Grade Line • 'i y ..- .01 r n. n_y Keystone Country Manor®-Granite COLUMN CORNER Possible core out for internal vertical reinforcing A typical column corner utilizes zo• or electrical conduit for �,_ ' light fixture. a 20'x 20"column geometry to o' e .d develop an integrated pier at the r -�3 end of a running wall.This detail � o < t_ _� Typical base and/or offers visual aesthetic interest units at column odd numbered courses as well as provides strength at course 90° w p g course below for interlock :21 U ' .\ 3 the end of the freestanding wall. strength � `Q ') Typical second and/or Keystone Country Manor®-Granite .. i «•, f even numbered courses TREMRON. COM Design Considerations . • Wall End Column I The wall end column is a larger version of the"Column Corner"detail.The benefit of ' .'' L this design option is the development of internal reinforcement to provide for greater y strength and height,along with a larger footprint dimension for aesthetic purposes. Keystone Stonegatee ' _. Fill column center core Fill column center core Unreinforced concrete or w/clear stone unit fill Unreinforced concrete w/clear stone unit fill crushed stone leveling pad or crushed stone column Unreinforced concrete or eveling pad Unreinforced concrete or crushed stone leveling pad Wall end column crushed stone leveling pad Wall end column Free standing wall Free standing wall ; . Mit ©,. 1 , 0 ,t :E. 1111111111N.1911 ° � � ° � Keystone 6" Keystone 6" Country Manor Country Manor Unit(Typ.) Unit(Typ.) so Typical base and/or Typical second and/or odd numbered courses even numbered courses Keystone 3"cap unit o Keystone 6"Country U Y �i� Manor unit(typ.) Free standing wall A �i� !� g r 11110111111 Wall end iWall end column L ®� beyond and . ���� y E '-,_-_,.._, E E E ■ •E Finished ° -�--1.__,� `Finished `; grade 1 II II / grade 1 Unreinforced concrete/ Unreinforced concrete! Wall embedment Unreinforced concrete or crushed stone leveling pad or crushed stone A (varies) or crushed stone column leveling pad levelino oad Stonegate: 26" Column " Fill column Keystone 3" ° center core DI 1' Country Cottage w/clear stone Cap Unit. :,e,_ unit fill 'o c. Nom Eli 0 I di 0- ... 26"x 26" MEM F Keystone 1` 26 1, 26"—,1 d Country Manor MOM _o Column M■- olumn u., Typical odd niumbe numbered courses ses eveninumberred courses Zo Grade MEM 01.1_111 COLUMN OPTIONS Unreinforced concrete •Landscape lighting/entry 26" or crushed stone •Planter with flowers or ornamentals leveling pad. 38" / •Yard figurine/sculpture •Mailbox Front Elevation View •Street address monument �% K E Y S T O N� L4� �/ l/(`/�—� 5 nHe Wall Offset 4. .qz. •Wider wall geometry(footprint)provides greater strength for = , parapet walls to resist overturning. �.t:`" • Offsets allow for graceful changes in wall direction. •Offsets are an opportunity for aesthetic geometry and landscape '1,,,V°. feature areas. E II • ° i II • .29 o E yo-✓iil.."4- (250mm) ,O',2510,,,o.,4 3O E c .. 125om) 1 ii,-J:\: E. i-lj, i\ , E Wall offset__ ;t\ ,,° •\ 1' Grade Line....... ..:. condition is ' strengthened when Foundation Leveling Pad units are overlapped versus stacked. Notes . ,,` ,4 ', • The minimum offset for two parallel walls,as shown in the details on this page,is 1 . - a• 14" ', 0" -- Continuous offsets at maximum 10'-0"0.C.will provide strength at parapet walls in ` ; coordination with exterior construction grade adhesive and/or vertical reinforcement _ E _.....,. as required by engineer. - • It is important to use overlapping unit combinations at the offset location where two '` P Pp 9 . units combined together equal 20"in length(see plan geometry on the right). 4 ,- l E • Details showing freestanding wall applications show partial sections of walls.The ' unfinished ends,with channel openings visible,are not meant to portray a finished \ -; — -, ` >..- condition. `-. `- y;"- -/-. Keystone Stonegate®-Oak Run "L" Return End Similar to column corners,this detail offers stability and strength to resist overturning forces at the end of a freestanding wall. 3" universal cap shown Options:cut stone,precast con- crete or other masonry materials (r _ E 5Q� :,rte N` 1 n `jti ,1, 10' F Typical base and/or odd �s. ("°' numbered courses �� E H / N S e•O j Base Course I� Grade line} I 1 10 # Typical second and/or even (250 mm) Foundation leveling pad numbered courses TREMRON.COM Design Considerations ■ is ■ Pilaster Detail - }** ,`ti ,`rte/��! �' rte, iii The pilaster detail creates a deeper wall section within• the wall which can provide stability for a retaining '1 structure,freestanding wall or parapet. a Split universal cap as necessary Keystone Stonega eC- an, Do I 1, ,, 4 . 41--"' to create 90°end cap condition. �- � Overhang unit by 1" to match w overhang along unit sides. • t (szomm) f 1 ran wall runs through pilaster in 3" Universal Cap r'• rand om pattern on every other course. 1.,1411 / te o f A _. f in n / ba s ' � Typical base course soo m z°, m ll 10.. zsomm Units are turned 90°to those on the ... /course below at the pilaster to overlap 1 for interlock strength. o f I (;` :0: :I: m Typical second and/or even course(s) `` Terraces Terraces are a pleasing way to build a taller retaining wall where aesthetics dictate the separation of walls to reduce the wall height and large mass appearance. Closely spaced terraces need to be reviewed by a qualified engineer to avoid global instability issues and to make sure soil reinforcement(geogrids) are properly designed to handle the loads for the entire wall structure. Terraced walls should be analyzed as a complete wall system versus individual walls unless they are spread apart greater than twice the wall height of each terrace and the soils are free draining and granular in nature. TERRACE WALL PROXIMITY EVALUATION Li L1 H1 x 2 Grade L1 } Grade L1__<Htx2 - H Grade Grade ' A sr H1 IIIIMIIIR oggrid Soil 1112 inforcement H1 Geogrid Soil Grade �,, Grade Reinforcement _— I UNE Leveling Pad Leveling Pad For walls where L1 is greater than or equal to H1 x 2,then the walls For walls where L1 is less than or equal to H1 x 2,then the walls typically are analyzed separately.Walls built on slopes greater than or are to be considered as a composite and the entire wall height(H) equal to 3:1 or on soft soils need to be analyzed for"global stability". needs to be considered in the design. Consult a qualified engineer. KEYSTONE' (CO tcW/tCRefitgIC EYST()NE Installation Steps " STEP 1: Prepare the Base Leveling Pad ,...,_ Remove all surface vegetation and debris.Do not use this material as backfill.After selecting the location and length of the wall,excavate the base trench to the designed width and depth(min.20"W x 12"D)[500mm x 300mm].Start the leveling pad at the lowest elevation along wall alignment Step up in 6"(150mm)increments with the base as required at elevation changes in the foundation.Level the prepared base with 6"(150mm)of well-compacted granular fill(gravel,road base,or 1/2"to 3/4"[10-20 mm]crushed stone).Compact to 95% Standard Proctor or greater.Do not use PEA GRAVEL or SAND for leveling pad. STEP 2: Install the Base Course Place the first course of Country Manor/Stonegate units end to end(with front corners " ' touching)on the prepared base.The long groove(receiving channel)on the unit should be placed down and the three pin holes should face up,as shown.Make sure each unit is level-side to side and front to back.Leveling the first course is critical for accurate and . acceptable results.For alignment of straight walls,use a string line aligned on the unit pin holes for accuracy.Minimum embedment of base course is 6"below grade. >,v STEP 3: Insert the Fiberglass Pins • Place the alignment pins into the holes of the Country Manor/Stonegate units(note: :1:r- t•. _• place one pin only per each grouping of three holes).Place pins in the middle hole for :' near vertical alignment or the holes nearest the embankment for a 9.5°±setback per r -4-'` course.According to wall requirements and design,the front pin hole(towards the face .?".R', �`• r.;r• of the wall)can be used randomly to allow a forward projection of a specific unit for accent and variation in the wall appearance. i STEP 4: Install Fill&Compaction d,,-+ N - F Once the pins have been installed,provide 1/2"-3/4"(10-20mm)crushed stone drainage fill behind the units to a minimum depth of 12"(300mm).Fill open spaces between units t r - . and open cavities/cores with the same drainage material.Proceed to place backfill in maximum 6"(150mm)layers(lifts)and compact to 95%Standard Proctor with the appro- .,. , .. : ..: priate compaction equipment.Do not use heavy ride-on compaction equipment within 3' _- (1m)from back of wall.Do not use jumping or ramming type compaction. STEP 5: Install Additional Courses '• Place the next course of Country Manor/Stonegate units over the alignment pins,fitting ' the pins into the long receiving channel recess of the units above(Note:Some removal of debris in the pin holes and channel may be necessary prior to placement).Push the ' Country Manor/Stonegate units toward the face of the wall until they make full contact i with the pins.If pins do not connect with channel but align in open core of upper unit, ".' place drainage fill in core to provide unit interlock with pin.For near vertical alignment, center the above unit over the center placed pins below. x STEP 6: Capping the Wall Continue all steps until ready to place the wall cap.Clean off the last course of Country Manor/Stonegate in preparation for the cap or coping to finalize the wall.With units dry • and clean,use an exterior construction grade adhesive for a mechanical bond.Install the : . . ..:(..**" • Country Manor/Stonegate 3"(75mm)capping unit,architectural precast concrete or cut stone as a coping element.Cap may be flush or overhanging as required by aesthetics and design.Note:For taller,more critical walls,refer to geogrid soil reinforcement instructions on the following page. TREMRON. COM Installation ■ Geogrid Soil Reinforcement . Li,j,, , , fiiik .. , ;■■1 � Taller walls or walls supporting surcharge loads require 1-- __ ` the use of geogrid reinforcement material to reinforce then Pt .; soil mass directly behind the retaining wall and provide connection to the . �' concrete facing units. 1 't t Geogrid properties and ,- _ ,� •_ -._..,� k wall design require t , J ' # �> g q Keystone Stonegate nO-Sierra i l � knowledge of wall heights,soil properties �, . t. (Phi angle and moist unit _ T— - ■v' weight),surcharge loads =��`\ _J ,,. • . and manufacturer's � requirements for specific � 12111111111111111211111111111111 •. geogrid types and M ; > ;: strength capabilities.For general design of limited Step up grade in height walls,refer to the"Design Charts"in the back of this 6"(150mm)lifts. Sloping Base Level Grade brochure.For conditions beyond these basic charts,consult a qualified engineer.To install geogrid into your wall,continue NOTE: Maintain a minimum one unit of base course the installation process with the following steps. buried or H/20 (see below). Excavate Reinforced Soil Area:Remove existing soil in the Stepped Footing (Leveling Pad) reinforced soil zone to the maximum embedment length of Leveling pad options: Leveling pad thickness: the geogrid design. Level and compact soil behind the wall • Crushed stone road base 6"(150mm)± granular materials prior to placement of each geogrid layer. • 3/8"-3/4"crushed stone 3"(75mm)± concrete option • Non-reinforced concrete Cut Geogrid:Cut sections from the geogrid roll to the specified (2000 psi) length(embedment length)by design charts or engineers Always start wall at lowest elevation of site location where wall is design analysis. Check manufacturer's criteria for biaxial or to be constructed.Build step-ups in leveling pad to match 6"Country uniaxial geogrids. In most cases,the correct orientation is to Manor/Stonegate unit thickness.When using non-reinforced concrete roll the geogrid perpendicular to the wall face. for the leveling pad option,it is critical that the step-ups exactly match the 6"Country Manor/Stonegate unit thickness!With a concrete Install Geogrid:Place geogrid over the 6"Country Manor/ leveling pad,there are few options for correction if the step-up is built higher than the unit height Stonegate alignment pins already in place. NOTE:Allow approximately 3"(75mm)of geogrid material to rest on the unit General Notes top surface ahead of the pin(from pin to face of wall).This • Units may vary due to texturing processes and unit sizes by region. will ensure that the next course above will be fully supported Verify unit type,size,weight availability by region.Units may vary up on geogrid.Place all sections of geogrid,abutting each other to 1"+(25mm)due to texture variations. side-to-side as per manufacturer's instructions. • Clean out pin holes and receiving channel as required to assemble wall.During manufacturing,some concrete crumbs may deposit in Secure Geogrid:Pull the pinned geogrid taut to eliminate these areas and should be removed to permit pins to be placed in the appropriate holes and receiving channel. loose folds. Stake or secure the back edge of geogrid before backfill and compaction.As possible,compact from back of • Cut or split units as required(with a mason saw,hydraulic break or wall area towards embankment to avoid loosening geogrid chisel and hammer)for corners,caps or wherever units need to be altered to allow construction to be finalized.(Cuts produce smooth or putting compaction pressure on wall. Remove stakes,as finish;splits produce textured finish.) required,once backfill is placed. • When cutting concrete units,always wear safety goggles,gloves and filter mask per manufacturer's recommendations. Install the next course of Keystone Country Manor/ • Use exterior construction grade adhesive for all units in parapet Stonegate Units:Follow steps 3-5(on page 18) until next walls,columns,etc.where wall is built freestanding(not retaining geogrid layer or completion of wall. soil).Use vertical bead of adhesive between units in freestanding wall to avoid daylight view through wall units.Use adhesive as required at 90°corners or where pins do not interconnect units. KKf-E�/Y N E° VVVI�' "I��///_�V��I��/� 6,-,,,,j„. DESIGN ASSUMPTIONS • Friction angle(PHI)for earth pressure calculations of geogrid aautTYW, tCe'-d .aA•a reinforced walls is evaluated at 26°,30°and 34°only. For other MAXIMUM NEAR VERTICAL 95°+BATTER soil type analysis,refer to KeyWall®Software program or consult HEIGHT with a qualified engineer. level 3h:iv level 3h:ty Sand/Gravel 2'-0" 1'-6" 3'-0 2'-6" • Moist weight of three soil types indicated is 120 lb./ft.'(19kN/m2). phi=34° (0.6m) (0.45m) (0.9m) (0.75m) • Sliding calculations use 6"(150mm) crushed stone leveling pad as Silty Sand 1'-6" 1'-6" 2'-6" 2'-0" compacted foundation material. phi=30° (0.45m) (0.45m) (0.75m) (0.6m) • All backfill materials are compacted to 95% Standard Proctor Silt/Lean Clay 1'-6" 1'-0" 2'-0" 1'-6" density. phi=26° (0.3m) (0.75m) (0.6m) (0.45m) • The term "vertical"is a wall built to a near vertical alignment having a slight positive setback(1°±). 1 efSrgn Notes For low(non-structural)landscape retaining walls,Keystone • The information provided herein is for preliminary design use only. Country Manor/Stonegate can be constructed as a non- A qualified engineer should be consulted for design and analysis reinforced gravity wall as shown in the chant)the left This of structures. Keystone Retaining Wall Systems LLC assumes no chart is for retaining walls in the"near vertical"option.Note: liability for the improper use of this information. use pins and exterior construction grade adhesive at low border/parapet walls. GRAVITY WALL GRAVITY WALL Near Vertical Detail Setback Detail 9.5°± Batter 10" 12" No 2s0mm) (30omm) Surcharge/ 10" 12" No 3"cap(75mm) Level Grade + ( (zso ) I (300mm) Surcharge/ T 3"cap(7smm)P. �� - Level Grade -�et* Height Height Backfill Varies Backfill Varies Drainage Drainage v Material a; �; Material 6"(15. e Leveling Pad 6"(150 Base Leveling T `-,_ T Pad REINFORCED WALL REINFORCED WALL Near Vertical Detail Setback Detail 9.5°± Batter 12" NOTE:Wall geometry 12" (3o0mm) with 90°corners or (300mm) 10" 12" I_ (250mm) (300,, serpentine curves is j (25Om"m) 300 rn 3"cap(75mm) !11.11 necessary for stability and resistance to 3"cap(75mm) . x.1 Parapet overturn of parapet. §' (Max.1'-0"i300mmD) 95 f,'; Geogrid Geogrid +T {' /Reinforcement Reinforcement Height )-- _ Height Varies .fz Varies Reinforced Fill " ` Reinforced Fill Drainage Material (Crushed Stone Yz" -3/a" "" Praina a Material I 11111 _ (10-2omm) �- (Crushed Stone 1"-3/a") - (10-20mm) 6"(15omm Base Leveling Pad 6"'050mm :ase Leveling Pad T T Embedment depth below grade is a Embedment depth below grade is a minimum of 1 unit or H/20. minimum of 1 unit or H/20. :(' TREMRON. COM Design Considerations ' • Design Charts Silt/Lean Clay: 0=26°, 7=120 pcf (19kN/tn') CASE 1 Reinforced walls-(9.5°± setback) NU SUHUHANUt . L ® r LS ENGINE ER SHOULD H REINFORCED I B ® EVALUATE FOR POOH $OILZONE I . ® SOILS AND SURCHARGES Ci El O :S® S® 1 B B B B B -' _ B _ O _ d : O : ® _ ® _ H= 2.25'(0.7m) 3.25'11.0m) 4.25'(1 3m) 5.25'11.6m) 6.25'i1.9m! 7.25'(2.2m) 8.25'(2.5m) CASE 2 Reinforced walls-(9.5°± setback) 100 PSF SURCHARGE ® B = a'♦ ENGINEER SHOULD EVALUATE FOR POOR H REINFORCED B L9 : SOILS AND SURCHARGE, wK ZONE B B ® B = C. A - 1 - B IEB _ _� _ _ � _ H= 2.25'(0 7m) 3.25'(1.0m) 4.25(1.3m) 5.25'11.6m) 6.25'11.9m) 7.25'(2.2m) 8.25'(2.5m) CASE 3 Reinforced walls-(9.5°± setback) Ili 1 _ _ _ _ Si o I It ® = ® 0 ENGINEER SHOULD EVALUATE FOR POOR ® i ® ® SOILS AND SURCHARGES L B i LI ® : B ® y� H= 2.25'(0.7m) 3.25'(1.Gm) 4.25'(1:3m) 5.25'(1.6m) 6.25'(1.9m( 7.25')2.2m) 8.25'12.5m1 Silty Sand: 0=30°,y1=120 pcf (19kN/m3) CASE 1 Reinforced walls-(9.5°Ai setback) NO SURCHARGE 1 _ sB ma .:� H REINFORCED I B B ® ED _ (:a SOIL ZONE I B B B CS : ED CB IIIIP- H= 2.25'(0.7m) 3.25'I1.Oml 4.25'(1 3m) 5.25'(1.6m) 6.25')1.9m) 7.25'(2.2m) 8.25'(2.5m) CASE 2 Reinforced walls-(9.5°± setback) ISO PSF SURCHARGE B i as : : B 2 ® : Fi : f➢ H REINFORCED I B B r 'a : L! = B ED CD ED JssLrnNe I 0 B .:.�8 wSB • ® : B «!� ws Li, H= 2.25 r0 7m( 3.25'(1 Gm) 4.25'(1.3m) 5.25'(1.6m) 6.25 (1 9m) 7.25 (2.2m1 8.25'(2.5m) CASE 3 Reinforced walls-(9.5° + setback) a SD 1 I I Ell B CS ® :moo CB �o ® co CS ED EI CS CS 2 CD II - H= 2.25'(0.7m) 3.25 (1 Om) 4.25'(1.3m( 5.25'11.6m( 6.25'11.9m) 7.25'(2.2m) 8.25 (2.5m) The above charts assume the use of a coated polyester geogrid with a minimum allowable design strength of:LIDS=750 plf(10.9 kN/m)or Tal=500 plf(7.3 kN/m) The information provided herein is for preliminary design use only.A qualified engineer should be consulted for design and analysis of structures.Keystone Retaining Wall Systems LLC assumes no liability for the improper use of this information. `Information on specific geogrids is available from the geogrid manufacturer. Ilia KEYSTONE s tone® � '` � ='" ,�.. . . , ,*"` ��"'-�`• . Keystone Palazzo Stone®-Autumn Blend " s z.. % vro T'. �yF _ '''' ." —.1, . '' ..t.‘."4. 44 b: — :7,14-'..,: *.' I, ' ' - ' �'�I!r� P *. r9 'y , .... "-.41lit% .d - r. t F ,yam, Keystone Palazzo Stone features an attractive antique finish,creating the look of natural stone. Keystone Palazzo Stone's random pattern appearance is achieved by alternating unit side dimensions. Each unit is angled and textured on both sides, providing two different face lengths; simplifying the creation of tight-fitting straight line walls and radii at curves. Keystone Palazzo turns any project into an attractive focal point. In addition to an untumbled finish, Keystone Palazzo Stone is available in a tumbled variation. The tumbled option adds a rustic charm to any retaining wall project. Shade variation is inherent in all-natural materials.Colors may vary depending upon - , manufacturing location. Individual product ,''" .. measurements given are rounded.Contact your °" _....•-r Tremron Group Sales Representative or visit our website for exact dimensions. 4"h x 12"/9"w x 8"d 3"h x 12"w x 8"d 25 lbs. 18 lbs. Available colors: ' - AUTUMN BLEND GRANITE OAK RUN • z'` Wi , : Wall Collection ■■ ■ Installation Steps - STEP 1: Prepare the Base Leveling Pad Remove all surface vegetation and debris.Do not use this material as backfill.After selecting the location 4. and length of the wall,excavate the base trench to the designed width and depth(min.20"W x 12"D) [500mm x 300mm].Start the leveling pad at the lowest elevation along wall alignment.Step up in 4"(150mm) r < increments with the base as required at elevation changes in the foundation.Level the prepared base with kr a_ f 6"(150mm)of well-compacted granular fill(gravel,road base,or 1/T to 3/4"[10-20 mm]crushed stone). Compact to 95%Standard Proctor or greater.Do not use PEA GRAVEL or SAND for leveling pad. ' • STEP 2: Install the base course R Place and level the first Keystone Palazzo Stone unit.Level each additional unit on the base course as you place it,making sure that the outside edges touch.If your wall contains both straight and curved areas, -,,,, gov,..-, ` start with a straight area and build into the curves.Complete the base course before proceeding to the }�� —i second course. fz *Note:For straight line walls,unit faces can be alternated to create a more random look.Secure all units in place with . �fi . appropriate concrete adhesive. , : STEP 3:Apply Concrete adhesive For all applications of this product,additional courses must be secured in place with an exterior construction grade adhesive. 44, a Y *Note:It is recommended to put all the units in each course in place first,for easy adjustment and cutting,before securing with glue. Setback Details Level Grade 12 ►1 Level Grade 1• I I f Cap Unit 1111111 -4—Cap Unit Clean Granular Fill j. }4" Clean Granular Fill ,' *A ' ®i4 ter, Level Grade Level Grade 04, 1 4"I Base Leveling Pad 4"I Base Leveling Pad of 1/2" of 1/2"Crushed Crushed Granular Material Granular Material Shown vertical Shown with setback KEYSTON E COMPAC- III . .. • i.,.. . N ..2 , _,...„,,..„ ,,,,,, +� ,' 1cr Nip q i f z / i� w ^r ' ` u A 'b+ T f i; .. - W � Keystone CompacTM Ill-Sandstone .., y. ` If♦... .dwy AC i, .�` e'' The#1 commercial retaining wall product in the market: Keystone Compac Ill is the perfect choice for large residential and small to large commercial projects.The improved design,and unique geometry,of the Keystone Compac III unit allows for easier installation and increased connection strength with geogrid reinforcement.This unit allows for various positive connections with reinforcement to build walls in excess of 60 feet tall.*Units are interlocked with high-strength fiberglass pins,which allow for ease of unit alignment and a secure positive mechanical connection with soil reinforcement materials. *Based on design by a professional engineer. Shade variation is inherent in all-natural materials.Colors may vary depending upon .,,® .,410 manufacturing location.Individual product +� .. measurements given are rounded.Contact your " ' Tremron Group Sales Representative or visit our website for exact dimensions. I 1 I I Fiberglass Pins Cap Straightface Regency 4"h x 18"w x 12"d 8"h x 18"w x 12"d 8"h x 18"w x 12"d Available colors: 39 lbs. 75 lbs. 75 lbs. 4a at ,' "" ' u:' -. .. ` , 'ahi ' . "' :•ii,.•I _9.. .* •' r1r 'I iig'4' 1. ,• * f+ • .� ate ~4.1 + . . •,f`, ,,t,. •"'• t i,• u- • ..11•04 ,, f• r: .• N,r , � .. '•. . i ' ' s • r ti ► i��A f % rf Y '!:Y." " 1. • r ,"" .t .': _ ., .- " l . , COFFEE MOCHA NATURAL GREY p' f y�gp a. �*. ; �• a' m`1' �'.. _. ,e!POI? • �", 1- . , ♦ '' • :• ; , • {ter` •,,r� it■., -4 ...-,- k.". - ... -v... ! - .,- yi ,,,,..`. . o-.,-* 4 .„ ,.,47, : . . -;,:,.. i , . , . , - • *. . :,..-, PRAIRIE SANDSTONE TAN TREMRON.COM Wall Collection is it ■ Installation Steps J li/1 `s ;f f`f ' STEP 1: Prepare the Base Leveling Pad ti- , 7 j11 Excavate the base trench to the designed width and depth.Start the leveling pad at the lowest 1 l ,f" ) elevation along the wall alignment.Step up in 8"(200mm)increments with the base as required at _ yf } )1 ' elevation change in the foundation.Level the prepared base with maximum lifts of 6"(150mm)of ''7:1.1 ' t,, t well-compacted granular fill(gravel,road base,or'/"to 3/4"[10-20mm]crushed stone).Compact to 14 -� _"";''r M 95%Standard Proctor or greater. Do not use PEA GRAVEL or SAND for leveling pad. , _e: - = , rV STEP 2: Install the Base Course j Place the first course of Keystone units end to end(with face of wall corners touching)on `. ; '-- the prepared base.The receiving pin holes should face upward,as shown.Make sure each �.-'n `' ={. unit is level.Leveling the first course is critical for accurate and acceptable results.Keystone Au- //' recommends minimum embedment depth for below grade placement of Keystone units on a y t�b i„ • ratio of 1"(25mm)below grade for each 8"(200mm)of wall height above grade or one ,w ,,,, ` „, unit,whichever is greater. S. ,4,,: •• ►`.: KEYSTONE COMPACrM HE , , , ,_ .... ... . , . _,� r j Design Chart Keystone CompacTM Ill-Sandstone Silty Sand: 0=30°, 'y=.120 pcf (19kN/m3) CASE 1 Reinforced walls- 1-1/4"(25mm) setback) NO SURCHARGE Geogrid Placement lei - . . . . . . . .'i.', i Rs at 8.0 Ell I m r ®' a VA an al H IIII REINFORCED I XV A so ss - of SOIL ZONE �' NI .41 • • I ■ CD !� I a • - I (1.5M) 11.5M) (1.7M) (1.7M) (1.8M) (2.1M) MI I� I H= 4.3' 5.7' 7.0' 8.3' 9.7' 11.0' (1.3m) (1.7m) (2.1m) (2.5m) (3.0m) (3.4m) NI CASE 2 Reinforced walls- 1-1/4"(25mm) setback) (12 kN/m2) 250 PSF SURCHARGE Geogrid Placement •11`.`iii .`.`{` 8.0' f ®' Illi jlIl crio : N ®' yin in ® vs t� am N al a im (E➢ le I • al r us a H = REINFORCED I r r ®i r .'i ®i r C No SOIL ZONE ® MI M MI NI I Mt en re CO r CID CD ^ CK711 IT CID a I No se el No i ' (1.5M) (1.5M) (1.7M) (1.8M) )2.1M) (2.3M) IN I 4.3' 5.7' 7.0' 8.3' 9.7' 11.0' • I H= (1.3m) (1.7m) (2.1m) (2.5m) (3.Om) (3.4m) CASE 3 Reinforced walls-1-1/4"(25mm) setback) 1 --s ;; Geogrid Placement 11111 . . atil CD MI 117 03 : crs IN r w In CD H se REINFORCED I trio es III a SOIL ZONE I ® I• ® mall CD allm ® A CD in crs me I ® r en = ® En A 1.1 CD a I (1.5M) (1.5M) (1.5M) (1.8M) (2.0M) (2.1M( no wat 4.3' 5.7' 7.0' 8.3' 9.7' 11.0' --iI H= (1.3m) (1.7m) (2.1m) (2.5m( (3.0m) (3.4m) The above charts assume the use of a coated polyester geogrid with a minimum allowable design strength of:LTDS=750 plf(10.9 kN/m)or Tal=500 plf(7.3 kN/m) TREMRON.COM Design Considerations ■■ ■ The information provided herein is for preliminary design use _ only.A qualified engineer should be consulted for design and analysis of structures.Keystone Retaining Wall Systems LLC assumes no liability for the improper use of this informa- bon. *Information on specific geogrids is available from the 4t,A geogrid manufacturer. ...„,..- tik. c.,...„,..,„,,,,,...„,„ • Keystone CompacTM Ill-Prairie Design Chart Sand/Gravel: 0=34°, y=120 pcf (19kN/m3) CASE 1 Reinforced walls-1-1/4"(25mm) setback) NO SURCHARGE Geogrid Placement Et I tel maim (13 ag mu 0 gm ga is I - r CD ; C w H REINFORCED 1 r• 11 I SOIL ZONE I 1. CD C CD ! CD ® CB : `®' 1 . c : r col um I (1.5M) (1.5M) (1.5M1 (1.7M) (1.8M) (2.1M) I I H= 4.3 5.7' 7.0' 8.3' 9.7' 11.0' - (1.3m) (1.7m) (2.1m) (2.5m) (3.0m) (3.4m) CASE 2 Reinforced walls- 1-1/4'(25mm) setback) (12 kN/m2) 250PSF SURCHARGE Geogrid Placement HI 4.____._ uu vg. illi it ON Vi IN ime ell as km" en go PA cn mu Nu H iREINFORCED I NI fit SOIL ZONE to 2 IS SI NE NO 6*4 NI 1 a MI r en LI a a! mu a• at I (1.5M) 11.5M) (1-5M) (1.7M) (1.8M) (2.1M) AN I I H= 4.3' 5.7' 7.0' 8.3' 9.7' 11.0' (1.3m) (1.7m) (2.1m) 12.5m) (3.Om) (3.4m) CASE 3 Reinforced walls-1-1/4"(25mm) setback) 3 Geogrid Placement ioia I mu CD mo at I im, CD tom CD EN cro um ii as I ® to gio li CD al at a REINFORCED I r ID r cn : en ® C fin tasm CD H MI SOIL ZONE IN a _a a ® I r gm as CD as I ar • - s ar al ® I (1.5M) (1.5M) (1.5M) (1.7M) (1.8M) (2.1M) MIN SS 1 1 2 5 0No I = (13m') ( 7m) ( 1m) (2.5m) (3m) (3.4m) ® ----J The above charts assume the use of a coated polyester geogrid with a minimum allowable design strength of:LIDS=750 plf(10.9 kN/m)or Tal=500 plf(7.3 kN/m) 0 — • 4 ':I_4111: . . J.. . 1 Ilt a ___ , _. . ' Ij; jr I lit tk , . •'t0:it-: zy apt t m .. -, �� •s ;..V. ;;14'..: , .r *. k -''''' -'-'1", 2; 4' '-- Keystone Stonegate®-Sierra ,4,,,,,„:'` .,a ..a *w ' ° � ° TREM RON .Arc. . fr.:: CI ; _ti ®I Web Site N Mobile App. T R E M R O N . C O M PLANT LOCATIONS DESIGN CENTERS Headquarters . . - ARCADIA ATLANTA JACKSONVILLE ARCADIA BOCA RATON HIALEAH JACKSONVILLE 9144 Highway 17 NE 1436 Municipal Parkway 2885 St Clair Street 3144 Highway 17 NE 2621 N Federal Hwy,Ste.P 1001 SE 11th Street 9440 Philips Hwy,Unit 6 Arcadia,FL 34266 Douglasville,GA 30134 Jacksonville,FL 32254 Arcadia,FL 34266 Boca Raton,FL 33431 Hialeah,FL 33010 Jacksonville,FL 32256 (863)491-0990 (404)968-8280 (904)359-5900 (863)491-0990 (561)338-9553 (305)888-6443 (904)886-1970 LAKELAND MIAMI LAKELAND MIAMI NAPLES ORLANDO 1030 Airport Road 11321 NW 138th Street 1030 Airport Road 11321 NW 138th Street 2403 Trade Center Way,#37 402 Northlake Blvd,#1030 Lakeland,FL 33811 Medley,FL 33178 Lakeland,FL 33811 Medley,FL 33178 Naples,FL 34109 Altamonte Springs,FL 32714 1863)603-0995 (305)825-9000 (863)603-0995 (305)825-9000 1239)314-7395 1407)834-0997 Follow us on: © 2D"DO1111 VSTONE® ETAINING WALL SYSTEMS imiL CONTECH COMPANY www.keystonewalls.com S.up, _ City of Atlantic Beach �� Jr'' APPLICATION NUMBER Building Department :,•;•., 800 Seminole Road RECEIVED (To be assigned by the Building De ailment.) p . 'tee Atlantic Beach, Florida 32233-5445 /b—/2//��' Phone(904)247-5826 • Fax(904)247- 45 MAR 2 4 2016 �/ �;il>� E-mail: building de t coab.us p @ Date routed: c�'�yy - Z V/(ey City web-site: http://www.coab.us Bar! APPLICATION REVIEW AND TRACKING FORM Property Address: 22/8 ' )d0 l r e• - • ent review required Yes No it'JO :ui •••- Applicant: _ e.A C • ,. d L Q - -nning &Z.••ng -- Administrator Project: g/ )1 T) / 7)) /6(1.0 — ublic ```` /� is Utiliti Avms Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of 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: 1V(pproved. I (Denied. (Circle one.) Comments: "it i i f#1/it el 4'...a BUILDING PLANNING &ZONING / Reviewed by:..,/ Date: _?..,j12...-74, TREE ADMIN. Second Review: ' 'Approved as revised. I (Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I jDenied. Comments: Reviewed by: Date: tevised 05/14/09 PUBLIC WORKS PLAN REVIEW COMMENTS (� �/� Date: $ 2/—/Z Application Permit#: Ae/"_ "' --2j 9/- Project Name/Address : o2°`-/k Q`P 4er . Check Box to Application Tracking Comments Select CORRECTION ITEMS: CSMP Provide construction site management plan, including location of dumpster and portable toilet. Right- ❑ of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography (flow arrows, etc.) ❑ ESCP Provide erosion and sediment control plans with installation details. ❑ IMPS Provide impervious surface calculations for entire lot (existing and post construction). ❑ Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if LDCS adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention ❑ required per Section 24-66(b). (See attached information sheet.) MEET Recommend Owner/Contractor meet with Public Works Director to discuss proposed construction. ❑ Call 247-5834 to make an appointment. REPM A Revocable Encroachment Permit must be obtained. - ❑ RMRO All runoff must remain on-site. Cannot raise lot elevation without measures to retain runoff. ❑ RWPM A Right-of-Way Permit must be obtained for use ❑ TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land ❑ Surveyor, showing 1' contours. CONDITIONS OF APPROVAL TO PRINT ON PERMIT: All concrete driveway aprons must be 5" thick,4000 psi, with fibermesh from edge of pavement to the DAPR property line. Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways— ❑ 6"thick.) Full erosion control measures must be installed and approved prior to beginning any earth disturbing ECIN activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start lV of construction. OSRO All silt must remain on-site during construction. V PCTS If on-site storage is required, a post construction topographic survey documenting proper construction ❑ will be required. PLWP Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage ❑ feature (swale, structure or lagoon). A separate pool permit is required. ROFF Roll off container company must be on City approved list and container cannot be placed on City right- of-way. (Approved: Advanced Disposal, Realco Recycling, Republic Services, Shappel's and Waste Pro). —/ RWRS Full right-of-way restoration, including sod, is required. " URCT Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 ❑ feet in each direction from the center of the cut. Repair must be shown on the plans. 1 t_..1' BUILDING PERMIT APPLICATION S,- Jr J S,! CITY OF ATLANTIC BEACH r i 800 Seminole Road,Atlantic Beach FL 32233 Di;1%� Office: (904)247-5826 • Fax:(904)247-5845 Job Address: d.') t t✓ltSQ 1 ea-- •f rat_,_ Aj r- g 3 33 Permit Number: Legal Description RE# , Valuation of Work(Replacement Cost)$ C0(,020, H 2reated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 6-‘440 I. 1tZv Q t totr.e,r t c'FP�•' tt•ir.y' by Me- w,re,. .Ttc.1 cF- Apr ' of t.tk..ti tFr via-ti t'Ill L(t 9rve- i,-c.t - ("ct ( &it'd 1!4 ce ,r;-er ht 4), tsji“ S1- re't,n,t- i)..,'il.. 1° unto/4,4 i cup , l✓t,cr (1 a-PPrcxt.ektta l 160 sf Fr Pg-vefs w,ct,tk li Florida Product A royal# k 14 p`"it r4,44...464 -r oa. 1)Rft$AZ Ii pp for multiple products use product approval form Property Owner Information Name: R,..,ti t-et.t,,I Address: �,)-( e> l3ctr e f'oo7 jV'etl,� City f1-7-,4....t,r,� .t3.J2`y`G1 Stater/ Zip 34 .1 Phone ot.l,. r_ 0 et , c E-Mail CC& ov - F'-t- ! } v, t<.t 1 , C M 0 6 3 AI Dill 3"C 3.7 Owner or Agent (If Agent,Power of Attorney or Agency Letter Required) WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Contractor Information: c OF ti F( Name of Company: 0 bc.kcui. t,? �'cLict.:avr Tk Qualifying Agent: Address: Sty ShQl--..Q., Ai.e.. City Tit-ck(o4t.),(e As tate Zip ft 34 c C) Office Phone qL'Y 65 3 (e?57, - Job Site/Contact Number 3ria.lRv(yhavcjl'- 904 a).w a3el/ State Certification/Registration# E-Mail B f i 0,._,1 h C r 3 -,`ck),--, c,...),÷-, Architect Name&Phone# Engineer's Name &Phone# Worker's Compensation Exempt / Insurer / Lease Employees / Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6 months, or if construction or work is suspended or abandoned for a period ofsix(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing, Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. Signature of Property Signature of Contractor: Before me this Day of •.411111 Before me this 22— Day of 4oPPIP „imp Notary Pu, 'c: �I `x_:.1.: u!wo;,Aw A>* P 6,•No . Pu: U cf.}1 eNits `i, y .._ "� //(( r3u01A a, t. 3$Ktnd kleioN "Rra AS' RAY t't<ek Notary Public State of Florida (/• 66/-6 I hereby certify that I have •:• • , . • •- The`srt tie tir and corr. t. All provisions of laws and 'f! ordinances governing thus type of work will be complied with t'/t . Ie rieml o7•'Wb 90 The ;-ranting of a permit does not presume to give authority to violate or cancel the provisions of, y''''601 'r feetetti 3ldtt°a local law gulattng construction or the per for mance of construction. -6?!c .. Rev.3/14/16 as/cr igtlg 7 ; , , ,• 4.01- /63. 162 x 9 0 / 61/ 6ZJ X /?, f t lzrO > 2V66 ice, e5( 17 bbd 4 ft'14L Floe !210 r 1s row cid 4,4, a f k C_ )a. o p4/ i1/LY kZ 1027 — s /s'1 k 1/ Z 72 l " 'y s''y7.i dal <<r k 30 'fr'0 - __ S Vtikr, , l2DSC 12 / 'o - - 0 / ' ! " -; 2 ji) 46- Ildi, 3se3 fC 3 � ? \ pi 4 1/ r fa ? Z 6 1.... _ry # i 12'i ot#1,e a fiperwedt ""1/73 dt 6. J l .1 �r3 41,444--r0 -_- = a Bo if 313 ,s'7f6 ,e,` / f $C 6 -‘ if, 1_14_7_,_ a i -10./4 0 I 0 N17 m I a _ , N I m X IN, ,. -. ig \ O 0 X N O al N O E (O LO E ✓T N I ,.£ / Z 9L H 3jZZ B ( E ¢ c°fl, t pN� 3 N Z O z N i i i i i i I I I I I I X0 w co g r I I I __Ld -- 1 I N g 2.1 s § 6 o g m E o A gi , , LJ I__I I i L__I L__I A- m „479L Z / Z'OL '' ch La E ° 2' „hl / 9'55£ ,� a I A - „SL£`h / l'lll EH „SL£`£ / L'S8 „8 / Z`EOZ „S'L / l`8£ r, ,SZ6"L / 9'8Z � „E / Z'9L „SL8'S / Z`6hl fr)I ° tQ • „S0 / LZL Z I e 'i- 0 L rek Q... I r o M III L Q �eli I O L N • �in • n f co to I co O O N m 069 I N cr N — 1 Q / / — „91. / 1`90'7 „9 / • 'ZSL -146iayau94s co m 0 I 0 /n m I a .. ,;;,11.4,,b.-4, City of Atlantic Beach ` APPLICATION NUMBER k iN Building Department }.:IVED 800 Seminole Road (To be assigned by the Building De artment.) timir-e Atlantic Beach, Florida 32233-5445 MAR 2 4 2016 /b-g/W- /X Phone(904)247-5826 • Fax(904)247-5845 JJdla? E-mail: building-dept @coab.ussy. Date routed: d-yy - 2.3//(6, City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 22/0 , *ri.- 401 1? !Ties ent review required Yes No Applicant: _ 24, ` lir ig � Q 4 -nning &Z•• ng _- Administrator Project: inh`n i "7) Zu/r C - ralic I KagaggirM Public Safety Fire Services _- Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of 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: APPL ATION STATUS Reviewing Department First Review: FrApproved. I Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING x - Reviewed by: G�' Y l Date: //29//C TREE ADMIN. Second Review: (Approved as revised. I (Denied. ir-k16 IC WO• S Comments: PUBLIC I. TIES 3- z E�TY PUBLIC AF Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I (Denied. Comments: Reviewed by: Date: tevised 05/14/09