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812 Ocean Blvd RES21-0158 4th submittal_1Revision Request/Correction to Comments ALL INFORMATION yS" i HIGHLIGHTED IN J\ City of Atlantic Beach Building Department GRAY IS REQUIRED. Var 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Revision to Issued Permit/ OR El Corrections to Comments Date: Project Address:OCRC2441 Contractor/Contact Name: Contact Phone: qC)r- 6 Email: 1/(4 Description kM e4 SCJ Description of Proposed Revision/Corrections: I)oy'4- COA /h5 ice` Ric - ( ) 1 D 1 ), Slyke ra_ret v S-t c oaa4,.. kn, c( CIY--gi4 c 4,44_4) r-fte.e_ pktk RwW I o affirm the revision/correction to comments is inclusive of the proposed changes. printed name Will proposed revision/corrections add additional square footage to original submittal? Yes (additional s.f. to be added: Will proposed revision/corrections add additional increase in building value to original submittal? Wto *Yes(additional increase in building value:$ntractor must sign if increase in valuation) Signature of Contractor/Agent: Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 s ` Permit Number: RES21-0158 Description: NEW SINGLE FAMILY-FINISH BUILD OF 13-00003591 Applied:5/17/2021 Approved: Site Address:812 OCEAN BLVD Issued: Finaled: City,State Zip Code:Atlantic Beach, FI 32233 Status:UNDER REVIEW Applicant:<NONE> Parent Permit: Owner: REED DAVID E Parent Project: Contractor:<NONE> Details: SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:2ND REVIEW 7/20/2021 7/20/2021 SUBMITTAL • Permit Tech APPROVED COMPLETENESS Notes: ADDED 2 ATTACHMENTS FROM4-19-21 ENERGY SHEETS AND MEP DRAWINGS 7/20/2021 8/4/2021 8/3/2021 BUILDING Building DENIED Notes: This stage of the review is for submittal completeness,required by the Code Enforcement Magistrate. This permit application is for completing a partially built house,started in 2013 and the actual plan review cannot be done until the new application package is complete. Copies of 4 emails are attached,documenting the fragmented submittal,to date. Review comments added and attached. Review Group:3RD REVIEW 8/31/2021 8/31/2021 SUBMITTAL Permit Tech APPROVED COMPLETENESS Notes: ONE ATTACHMENT PRODUCT APPROVAL SHEET AND NOC 8/31/2021 9/15/2021 ZONING Zoning Notes: 8/31/2021 9/15/2021 BUILDING Building Notes: Printed:Tuesday,31 August,2021 1 of 2 CENTRALSQUARE ermit Rev' ity of Atlantic Beach 8/ 31/2021 9/15/2021 PUBLIC WORKS Public Works I Notes: Review Group:AUTO 5/17/2021 5/17/2021 SUBMITTAL Permit Tech APPROVEDCOMPLETENESS Notes: 4 ATTACHMENTS from davidreedecos@gmail.com 5/17/2021 6/7/2021 6/1/2021 BUILDING Building DENIED Notes: 1. Please schedule a preliminary inspection to determine the current condition of the building and building systems,per FBC-B 110.2. 2. Please provide architectural drawings;including floor plans,with dimensions;building sections;and elevations and total roof height,per FBC-B 107.3. 5. 3. Please provide energy sheets,including Manuals J,S,and D,with duct layout and sizes,per FBC-B 101.4.6. 4. Please provide Florida Product Approval Sheets,per F.S.553.842. 5. Please provide a recorded NOC,per F.S.713. 135. [/— 6. The re-submittal documents may generate additional comments. 5/17/2021 5/17/2021 6/1/2021 PUBLIC UTILITIES Public Utilities NOT APPLICABLE TO DEPARTMENT Notes: 5/17/2021 5/20/2021 6/1/2021 PUBLIC WORKS Public Works DENIED Notes: Provide detailed plans showing proposed water retention. Provide detailed plan documenting driveway sub-base. Provide Manufacture specifications documenting the type of pavers being used. Documentation shows impervious areas are over the 50%allowed by City code. 5/17/2021 6/3/2021 6/1/2021 ZONING Zoning DENIED Notes: Fence Height:This is a double frontage lot with two front yards.The maximum height for fences within front yards is4 feet.Plans show a 6 foot fence within the front yard adjacent to East Coast Drive.Please revise so the fence is not taller than 4 feet within 20 feet of the west lot line(front yard). Tree Permit:Please submit a revised tree permit and landscape plan showing all trees that have been removed and all trees to be planted.The submitted landscaping plan shows several palms being relocated,however these have been removed. 0,1-(40 37..2 I Printed:Tuesday,31 August,2021 2 of 2 CENTRALSVUARE 0,..,"`,---- 4, 4 11- 0 V.7 /..-.,_ . .Allr itiP ,--: -4! is ic".,4 „..wiii: /....7„, ,,-.......‘,4,A af, • attfi ;;'- , tic A i P l le ., aill i .,-( v, • FIND US I FOLLOW US We are a global business with accessibility through a worldwide distribution network. i®©© In DISTRIBUTED BY: I PRESTO GEOSYSTEMS GLOBAL LEADER•GLOBAL PARTNER 670 N Perkins Street • Appleton,Wisconsin 800-548-3424 or 920-738- 1328 • Fax:920-738-1222 Email: info@prestogeo.com • www.prestogeo.com 2017 PRESTO GEOSYSTEMS" GEOSYSTEMS", GEOWEB, GEOBLOCK®, GEOPAVER, GEOTERRA®, GEORUNNER®, PADLOC®, and ATRA®are registered trademarks of Reynolds Presto Products, Inc. LEEIY is a registered trademark of the US Green Building Council. This information has been prepared for the benefit of customers interested in Presto GEOSYSTEMS-4 products.It was reviewed carefully prior to publication.Presto assumes no liability for its accuracy or completeness.Final determination of the suitability of any information or material for the use contemplated,or for its manner ofuse,is the sole responsibility of the user. AP'?2(117 limir TUCTESOURCES INSTALLATIONCONSRION TOOLS GEOBLOCK® and GEOPAVE® systems are designed for easy installation—requiring less site preparation, less subgrade improvement, less excavation and less structural base than other porous pavement systems. The paver units are easily cut with ordinary hand or i1_lir i• N. r power tools for installing around obstructions and contours, as well as irrigation systems. Their easy-to- handle size minimizes the quantity of units required on a given job, reducing labor and installation costs. Product is shipped in cubes that allow stacking for maximum shipping efficiency. GEOBLOCK® and GEOPAVE® pavers can be driven on when unfilled, facilitating construction equipment for installation of the topsoil infill. Site Evaluation and On-Site Installation Support A qualified manufacturer's representative may be contracted to assist with pre-construction site evaluation, or construction training or on-site supervision. 1 PO Contact Presto GEOSYSTEMS® for details. terap'• ^ p ti',^ `" 1 tet ' v%S//t!/ii .. PRESTO GEOSYSTEMS'® lik -c2: f : COMMITMENT— To provide the s f highest quality products and solutions. 1111 Presto GEOSYSTEMS' is committed to helping you apply the best solution to your porous pavement requirements. Rely on the leaders in the industry when you need a solution that is right for your application. Contact Presto GEOSYSTEMS' or their network of knowledgeable distributors/ representatives for assistance with your1 Or permeable pavement needs. OP__ ._ . - S. fir... 4140000600000, SITE PLANNING & DESIGN CREATE YOUR DESIGN VISION a 'Enhance your site plans with two unique porous pavement solutions that ikr will define your design vision. Include GEOBLOCK® and GEOPAVE® 1 systems in your landscape plan for optimal performance and stormwater benefits—as well as to make unique aesthetic design statements. Er Sy rTs t rir s>14 t• 1 r t r /. e tih''•iL:S C• S'•4.6! #:",/at% M . DESIGN RESOURCES 41111SPECIFICATION & PLANNING TOOLS Presto offers comprehensive and easy-to-use resources and tools 1 for designing GEOBLOCK®, GEOBLOCK®5150 and GEOPAVE® porous pavements. CSI-specifications, CAD details, design I resources and videos are available for each product. Presto SPECMaker® Specification Tool Allilailiala. ' . Our online SPECMaker® specification program lets designers build custom 3-part CSI specifications in 5 minutes or less. Industry Standard Resources r Presto's product specifications, CAD details and BIM models are available ARCAT in industry-standard formats on ARCAT.com and CADDetails.com, leading CADdetalls providers of manufacturer-specific building product information for architects, engineers and contractors. Depth of Engineered BASE Recommendation GEOBLOCK"GEOBLOCK"5150 GEOPAVE" VEGETATED SURFACES VEGETATED SURFACES AGGREGATE SURFACES DESCRIPTION Topsoil Infill Topsoil Infill Aggregate Infill Topsoil/Aggregate Base Topsoil/Aggregate Base Aggregate Base CBR' 2-4 CBR >4 CBR' 2-4 CBR >4 CBR1 2-4 CBR >4 Heavy Fire Truck & H-20 Loading 14 in IC1 6 in 4 in 6 in 6 in Typical 110 psi,80,000lb 350 mm) 125C' , 150 mm) ;100 mm) (150 mm) (150 mm) Single axle loading of 32 kips,tandem axle loading of 48 kips Infrequent Passes Infrequent Passes Normal Traffic Light Fire Truck & H-15 Loading 10 in 6-10 in 4 in 2 in 6 in 4 in Typical 85 psi,60,000 lb 250 mm) (150-250 mm) (100 mm)50 mm)150 mm) (100 mm) Single axle loading of 24 kips Infrequent Passes Infrequent Passes Normal Traffic Utility/Delivery Truck & H-10 Loading 6-10 in 4-8 in 2 in 2 in 4 in 2 in Typical 60 psi,40,000 lb 150-250 mm) (100-200 mm) (50 mm) 50 mm)100 mm)50 mm) Single axle loading of 16 kips Infrequent Passes Infrequent Passes Normal Traffic Cars & Pickup Truck Access 4-8 in 2-4 in None None 2 in None' Typical 45 psi,8,000 lb 100--200 mm) (50-100 mm) 50 mm) Single axle loading of 4 kips Occasional Passes Occasional Passes Normal Traffic Trail Use: Surface Stabilization 1,000 lb 2-4 in 0-2 in None None None None Loading for ATVs,golf carts,campers,boots,equestrian,50-100 mm) (0-50 mm) motorcycle,bicycle,pedestrian,wheelchairs for CBR<2,contact Presto Products Company for recommendations.CBR is the abbreviation for California Bearing Ratio. 2A minimum of 2 inches of aggregate base should be placed below the GEOPAVE units as a drainage layer and an infiltration storage area.Greater depth may be required depending upon design rainfall requirements and subbase permeability. ALL DESIGNS SHOULD BE CHECKED BY A CERTIFIED ENGINEER. 00 STORMWATER & ENHANCE THE BUILT ENVIRONMENT. ENVIRONMENTAL Design long-lasting, permeable pavements BENEFITS that perform to stringent loading and Achieve your green building stormwater requirements and minimize and stormwater goals by environmental impacts. incorporating the proven GEOBLOCK® & GEOPAVE® 1, porous pavements in your s4. 4 landscape plans. HIGH PERMEABILITY Highly permeable systems increase t groundwater recharge and decrease surface runoff associated with 4111 stormwater discharge from paved areas. 1 Our systems minimize site disruption c and the development footprint by r reducing or eliminating the need for 11-21416111‘ larger, on-site stormwater ponds. STORMWATER STORAGE GEOPAVE® pavements function as a q„. stormwater detention/retention layer storage 'basin' and can complement underground storage systems. Depth of base can be increased when additional stormwater storage is CONTRIBUTIONS TO GREEN INFRASTRUCTURE (GI) required. LOW IMPACT DEVELOPMENT (LID) DESIGN IMPROVES STORMWATER QUALITY GEOBLOCK® and GEOPAVE® solutions are suitable for green Both pavements increase natural water • infrastructure (GI) and low impact development (LID) land infiltration, filter contaminants and planning. Both systems promote stormwater infiltration and reduce non-point source pollution. reduce environmental impact through their permeable pavement RECYCLED MATERIAL CONTENT surfaces to effectively manage stormwater runoff at its source. GEOBLOCK®and GEOPAVE® pavers are manufactured from up to 97% recycled polyethylene COOLER SURFACE Contributions to U.S. Green Building LEED® Credits Both the GEOBLOCK and GEOPAVE systems offer Grass and aggregate are cooler contributions to USGBC LEED credits in these categories: pavements that reduce the heat island effect associated with traditional hard Reduced Site Disturbance • Stormwater Management Reduced Heat Island Effect • Recycled Content pavements. Many prestigious LEED® projects have included GEOBLOCK' and GEOPAVE- porous pavements because of their numerous credit contributions and the systems' sustainability and performance. GEOPAVE® PERFORMANCE POINTS Of 4 h. . High Load Distribution A shared wall system, strong connection clips and r load-spreading mesh bottom (snow-shoe effect) offers an t industryhigh load transfer capability. Resistance to Torsional Loads A shared wall system and strong connection clips create a contiguous framework that resists movement or breakage from vehicle turning stresses and torsional loads. Resistance to Rutting Interconnected cell walls spreadpoint loads across theP sy paver system with minimal 'flexing', eliminating potential for concentrated drive lane rutting. Aggregate Containment E A monolithic mesh bottom design keeps aggregate infill r contained and prevents the 'lifting' effect from granular fill downward migration. Low Base Requirements Strong paver strength lowers installation costs by requiring less base depth than lighter-weight or rolled systems to achieve H-20 loading. GEOPAVEQ' RIGID aggregate pavers offer SUPERIOR PERFORMANCE BENEFITS GEOPAVE® PERFORMANCE COMPARISON TO ROLLED PRODUCTS r a' daw 71111,17 Ari % v irrtra.._ntLnrnr 'i,'. Performance load Resistance Resistance to Aggregate Bose Storm water Distribution to Torsional Concentrated Containment Requirements Infiltration i, t';"z'°, 4 'Point Loading Rutting f r +.n.._r GEOPAVP -/ Contiguous A shored A shored An integral Interconnected Highlypermeable ,,...._1_,...,. `71w Rigid Payers v pavement V wall system W wall system mesh bottom cell walls opeogradedv4,i7 with shored and strong and strong keeps aggregate and strong aggregate walls,strong connections create connections distribute contained,preventing connections create infiltrates storm wainfiterll ,:• '; 4• F"'t' connection clips, a framework highly point loads laterally the'lifting'effect a robust paver exceptional,/fast. r,.. and l od-spreoding resistant to movement and is highly resistant from granular fill structure with low1- iti " 'mesh bottom offers or breakage from to concentrated rutting downward migration base requirements for y, t` high distribution of vehicle turning stresses even in high traffic structural strength. vehicle loads. and torsional loads. areas. Flexible Disjointed cell walls Disjointed cell walls Disjointed cell walls Flexible rolled systems Shallow cell walls and Rolled systems with Rolled that'flex'and shallow and weak connection that'flex'under ore typical with glued- cell wall gaps have glued fabric bottoms r c System t".cells do not effectively points ore susceptible loading allow for deep on fabric bottoms, lower loodspreading clog and percolate 1 1 spread loading across to movement and rutting over time in which ore susceptible capability,creating much more slowly.T, the pavement surface. breakage under wheel lanes. to tearing,allowing need for higher base x vehicle torsional loads. aggregate to push requirements for t "< through the bosom. structural strengrh. t41 base 16.01 i r l AF j 1 114.r-' ''.'1°101V‘ it.- , M IP.': y. "#, /_' 7 I5.AT a.I '! • y - 1 1 a' - T.waft - fisr.---- r,. —•4.,.,.„i . -- -JP S c,,,,,,„ , ' O er`^,,. e•"r, ay;. gyp I a. x 0, C-L _• 1-,74.500`2,- --‘").---7.--_ .+ .-' /727,--- f:---:---'7- - s`•!' l" xsv syr. 9a!i. -..rte. . yam .- GEOPAVE° AGGREGATE PAVERS FOR EVERYDAY TRAFFIC The industry's only aggregate paver system designed from the ground up for aggregate infill. The GEOPAVE® system's structural framework holds highly-permeable, open-graded base course in place through a unique herringbone cell pattern and monolithic mesh bottom. Strong connections create one contiguous pavement y i ' ;. i s that is highly resistant to traffic loading and torsional stresses. The herringbone surface offers a paver-stone aesthetic and allows colored stone for design options and area differentiation. GEOPAVE5 pavements are a natural way to infiltrate and store stormwater on-site. I GEOPAVE - 2" wall height t a r. rw w pa•w • m a .. 10.4.`4 T tt 2n i. 50 mm) y I 1- w a 1!_Yutani Li_ J y- ` y4. k,.',,a..p. ir fir'" ti t ry GEOBLOCK® & GEOBLOCK®5150T. PERFORMANCE POINTS High Load Transfer & Flexural Strength t "y t,c w!!s- -- -,y,: IThelarge, rigid surface area with interconnected cell walls 1, and strong interlocking connections offers the highest load y^ transfer and flexural strength in the industry. I, Resistance to Torsional Loads The rigid design with shared walls and strong interlocking r connections resists movement or breakage from vehicle turning stresses and torsional loading. Resistance to Rutting Interconnected cell walls spread point loads across the paver system with minimal 'flexing', eliminating potential for concentrated drive lane rutting. Turf Performance Deep, interconnected cells protect topsoil and grass from damage caused by repeated loading. Topsoil infill supports healthy grass that establishes faster, remains hardier, and performs better than systems with sand infill. The engineered base material contributes to good percolation, healthy grass growth, and long-term performance. Low Base Requirements GEOBLOCIC RIGID grass pavers offer Strong unit strength lowers installation costs by requiring less SUPERIOR PERFORMANCE BENEFITSbasedepththanlighter-weight or rolled systems to achieve H-20 loading. GEOBLOCK® & GEOBLOCK°5150 0',..% 8 PERFORMANCE COMPARISON TO ROLLED PRODUCTS iniMk ' -1---1111111 id E., Performance load Distribution Resistance to Bose Medium for Turf Protection Turf Stormwater Resistance to Concentrated Requirements Vegetative Performance InfiltrationPointTorsionalLoadsRuttingGrowth GEOBLOCIO IContiguous Interconnected ' Higher T Engineered Deep, Good turf Topsoil infill Rigid Pavers pavement cell walls paver strength ® base mix of interconnected protection,and TIF and engineered with shored spread point results in higher clear stone/ cell walls topsoil infill& base offer walls offers highest bods across the performance with topsoil offers high encapsulate and engineered base offer a 5-10X foster load distribution and paver system for o less base moteriol. percolation rote and protect topsoil and high percolation to percolation rote and resistance to vehicle high resistance to less bose=less on ideal medium gross from damage support healthy grass better water storage loading stresses. concentrated rutting. excavation cost and for vegebt ve root caused by repeated Gross establishes foster, capacity less lard disturbance. growth.Gross boding for optimal remains hardier,requires Paver units con even establishes faster turf protection. less maintenance and be driven on unfilled. and remains hardier performs better long without additives. term. Flexible Disjointed cell walls Flexible rolled systems flexible rolled systems Flexible systems The gaps between Sand infill and rood Sand infill and rood Rolled flex under boding, flex upon loading, rely on sand infill and require sand infill and cells allow the grovel base cannot gravel base offer o Systems offering ower load making them extremely deeper bose(up to 2X roodbose to achieve pavement to flex sustain vegetation loaner infiltration rote distribution&resistance prone to rutting.more)for strength. strength-both poor under wheel boding, long term. and storage capacity. . to torsional stresses. growing mediums for resulting in less vegetation. protection to the turf. i J,, a V 1_,? 1 tit GEOBLOCK® & GEOBLOCK°5150 GRASS PAVERS FOR OCCASIONAL TRAFFIC The industry's strongest and most proven, high-performance turf rotection systems address all vehicle loadingand stormwater 11,/f _ tom;" . ,,;,P t. ti• ..,'. requirements. The GEOBLOCK & GEOBLOCK°5150 systems' f engineered base material supports loadingupto H-20, is highly permeable to maximize stormwater percolation and, with topsoil y infill, offers an optimal growing medium for vegetation. GEOBLOCK GEOBLOCK 5150 1.2" wall height 2" wall height 20;,Sm) 1.2 in s0lmn ,)30 mm) vj GEOBLOCK'GEOBLOCK`5150 O40i,p m) tee... QAC Al ilMO M--. 3f6i: a- mil Its .111114titr. 1 T 11);Er Air1 ik...4 .If I i t ...t.... ...4-..-....--_a___fa_ 4f. IVil 1 Svc*., 1 r a , 1 ik,, ,,,, ..s a4 gsk'+.,.." 4 Y a : rii•:,.Al. COMMON POROUS PAVEMENT APPLICATIONS Access Roads: Emergency, Maintenance Utility Vehicles Roadways: Shoulders, Pull-off Areas Parking Areas: Daily, Overflow Trails & Walkways: Pedestrian Trails, Greenways, Barrier-Free Access Golf Courses: Cart Pathways & Edging, Tee Areas Residential: Driveways, Parking Areas, I,t?- 'V . Camper & Boat Bays General: Event Areas, Pedestrian 79,I ; _ 1M AREAS OF USE: Condominiums & Housing Complexes Commercial Buildings air Educational Campuses Parks & Nature Preserves Hospitals & Medical Centers r. i•. -r Shopping Centers 00 Sports Facilities Golf Courses x.+..i::.; L Churches T _ Residential GEOBLOCK°& GEOPAVE° POROUS PAVEMENT SYSTEMS P! !D PAVERS DELIVER PERFORMANCE. 100,200,. „.Environmental regulations that control and limit stormwater runoff, reduce impervious surface, and 0411111111,increase green space have resulted in the growth of permeable pavements for traffic areas. Presto manufactures two high-quality rigid pavers that offer numerous environmental and performance benefits over hard surface pavements. SUBGRADE POROUS PAVEMENT OPTIONS Presto's GEOBLOCK® and GEOPAVE® systems are both rigid porous pavements designed to handle the most demanding load support requirements while promoting natural stormwater infiltration, reducing runoff, and reducing the need for detention or retention ponds. GEOBLOCK° GRASS PAVERS Robust design delivers exceptional protection to turf, resistance to torsional loading stresses and support for optimal growing medium. may. +gMnr 04• to 4410 qk r GEOPAVE° AGGREGATE PAVERS Molded mesh bottom design spreads loads and keeps highly-permeable aggregate confined for maximum stormwater infiltration y . and on-site storage. r PRESTO GEOSYSTEMSI a 1 GLOBAL LEADER•GLOBAL PARTNER 7 i' .../' >;t'A ,. rpavementpooussolutions RIGID PAVERS GEOBLOCK° GEOPAVE° grass pavers s-• aggregate pavers x,.,-. rtv -.4. • '.`at , `14' I ......A:: 4.- 'Ot. i * '. ,, 0,11?‹. ' c.owt-nP. .-.4...: -.. , . , . .,..::::;11 vi ;,,, c,....._ „.:,..c, -- . .. ... -. - . -. . .. 1?-4?..., . 1,.•tow 1:S, , S h:l Y' + . ...., ! r )- .i' 1 i•1. y•y s y 1 r•4L-f..,,,,, ,.-,..-..4--;. I PRESTO lb#GEOPAVE® POROUS PAVEMENT SYSTEM GEOSYSTEMS SPECIFICATION SUMMARY Table 2: Base Recommendations for the GeoPaveTM Unit DEPTH OF BASE DEPTH OF BASE LOAD DESCRIPTION ENGINEERED AGGREGATE AGGREGATE/TOPSOILS CBR2 2— 4 CBR1 >4 CBR2 2—4 CBR2>4 Heavy Fire Truck Access&H/HS-20 loading.Typical 110 psi (758 kPa) maximum tire pressure. Single axle 6 in 6 in Not Not loadings of 32 kips(145 kN), tandem axle loadings of 48 150 mm) (150 mm) Recommended Recommended kip(220 kN). Gross vehicle loads of 80,000 lbs (36.3 MT). Light Fire Truck Access& H/HS-15 loading.Typical 85 psi (586 kPa)maximum tire pressure. Single axle loadings 6 in 4 in Not Not of 24 kips(110 kN). Gross vehicle loads of 60,000 lb(27.2 (150 mm) (100 mm) Recommended Recommended MT). Utility&Delivery Truck Access&H/HS-10 loading. Typical 60 psi (414 kPa) maximum tire pressure. Single 4 in 2 in 4 in 2 in axle loadings of 16 kips (75 kN). Gross vehicle loads of 100 mm)50 mm) 100 mm) 50 mm) 40,000 lbs (18.1 MT). Cars& Pick-up Truck Access. Typical 45 psi (310 kPa) maximum tire pressure. Single axle loadings of 4 kips (18 50 mm) None4 50 mm) None4 kN). Gross vehicle loads of 8,000 lbs(3.6 MT). Trail Use. Loading for pedestrian, wheelchair, equestrian,None4 None4 None4 None4 bicycle, motorcycle and ATV traffic. 1 The GeoPave system can be applied in areas where loading is greater than those listed above. In these situations, call Presto Geosystems or an authorized Presto Geosystems' representative for specific recommendations. 2 CBR is the abbreviation for California Bearing Ratio. Methods for determining CBR vary from more sophisticated laboratory methods to simple field identification methods that use hand manipulation of the soil. Presto does not recommend one method over the other; however, the user must have a high degree of confidence in the results produced by the chosen method. if other- than-CBR soil strength values exist, use available correlation charts to relate the value to CBR. 3 With the aggregate/topsoil mix and a vegetative surface, infrequent/occasional passes are recommended. Infrequent/occasional passes are defined as the number of passes over any period of time that causes no lasting damage to the vegetation. This number will be a function of vegetation type and age, climatic conditions, and maintenance practices. This number is not a function of the GeoPave material. 4A minimum of 2 in (50 mm)of aggregate base should be placed below the GeoPave units as a drainage layer and an infiltration storage area. Greater depth may be required depending upon design rainfall needs and subbase permeability. PRESTO GEOSYSTEMS 670 N PERKINS STREET,APPLETON,WISCONSIN,USA 54914 Ph: 920-738-1328 or 800-548-3424 Fax: 920-738-1222 e-mail: INFOe.PRESTOGEO.COM VVWVV.PRESTOGEO.COM 1 APRIL 2015 PRESTO GEOPAVE® POROUS PAVEMENT SYSTEM GEOSYSTEMS SPECIFICATION SUMMARY Table 1 GeoPave®Porous Pavement Unit Item Specification & Details Material j Up to 97% Recycled Polyethylene* Color Ranges Dark Shades Gray to Black Chemical Resistance i Superior Carbon Black for Ultraviolet Light Stabilization 1.5%-2.0% Unit Minimum Crush Strength(Empty)@ 70°F(21°C) 175 psi (1,202 KPa) Unit Minimum Crush Strength (Aggregate Filled)@ 70°F 5,160 psi (35,625 KPa)21°C) Flexural Modulus @ 70°F(21°C) 35,000 psi(240,000 kPa) Nominal Dimensions (width x length) 20 in x 40 in(0.5 m x 1.0 m) Nominal Unit Depth 2.0 in(50 mm) Nominal Coverage Area 5.38 ft2(0.5 m2) Cells per Unit 50 Small Cell Size 3.25 in x 3.25 in(83 mm x 83 mm) Large Cell Size 3.25 in x 6.5 in (83 mm x 165 mm) Top Open Area per Unit 90.5% Bottom Open Area per Unit 32.6% Bottom Mesh Opening Size 0.25 in x 0.25 in (6.35 mm x 6.35 mm) Weight per Unit(nominal) 7.6 lb(3.4 kg) Runoff Coefficient @ 2.5 in/hr(64 mm/hr) Rainfall 0.15 Units per Pallet 46 The percentage of recycled content may vary depending on availability of recycled materials. Dimensions and weight are subject to manufacturing tolerances and are influenced by recycled components. End-to-end or side-to-side warp of the GeoPave unit shall not be greater than 0. 5 in (6 mm). Avoid specifications that state material compressive strength only. Material compressive strength,with applied factors of safety must be sufficient to resist compressive and lateral loads. In addition, ultra-high compressive strength adds little value to a porous pavement system. 4 j.,:,liww_ipti4rsoc •• a, ; i:Li:: • a 0.5m r. (20 In) Ili ti 1m 411111 40 in) Figure 1 GeoPave Unit Nominal Dimensions Figure 2 GeoPave Cell Configuration PRESTO GEOSYSTEMS 670 N PERKINS STREET,APPLETON,WISCONSIN,USA 54914 Ph: 920- 738-1328 or 800-548-3424 Fax: 920- 738-1222 e-mail: INFOCG PRESTOGEO.COM WWW.PRESTOGEO.COM 1 APRIL 2015 D 1 co 0 1 Q8F. aoo; 8 a module 100nn (ncD5Op 98 oO.o.a 18_IHN °'Da-0o „SN0nco L I a g I I cn a I cn s \ I I O l II I N 0 0) I I 3o , 0.r, 0 0) I I Cl.A m a N I A o.. o .. I fo Opoo cx rn w -.1°° I I W NNN N OOOoIIo- WNrnrn006:,F,' I o rL..,co I I i W i I I t i b 1i I DI l 1 r. f K II II NN 1 2 Fl g lD o 1 ,,Nn stoneheight 60 330 o v N y; CQ r l D O a. a a , v.1 s, 0/I (4) 9 6 D I m n I 0 Ste 2Pavers Paver leveling sand(1") Edging restraint Ji Qo. A 6'..p 0O0 cp oD L 0oop • o ' 40 . o . . o. op C 0 oma ,o ,o .a . , per rali / ,011;'ig: \IIIii 1--. 79111Iif j ill%,'''NNI.IIP it,_ Step 1 Existing soilPaverBase (4"-6")