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370 PLAZA - POOL REVISION Iotand PooISu, Revision Plums 370-9tearr Blvd Atlantic Beach FL 32233 iso- Poop — 13s1 Impervious calculations Impervious calculation site plan ---------- Pervious paver technical data [111 MG JC }Installation guide per ICPI 11E © EIVL J JUL - 5 2016 50' al I 11 I 16 x 10.75 Patio=177 sqft 19.5" 28.5 x 22 minus pool area(195 x 135) Pool deck=363 sqft • House with porches=2,268 sqft 130' APPROVED 35' A2"1..1;V •N 41a 7x15 Patio=105 sqft House&Back Area (impervious) x 17 3.5 x 26 Garbage Pool deck=363 Sidewalk=91 sqft 16.5 x 38 area=5 95 sqft Patio=177Q House=2,268 Driveway=627 sqft Subtotal=2,808 Front Area (pervious 50%value) Driveway=627/3135 Sidewalk=91/455 Patio=105/525 Garbage area=59/295 Subtotal 441 Total•3,249 �+r. F::iso.- ;. :�. y�'► aai4ao Temron ; 4edssozir GROUP wo !Koko it ow f`- Pervious Pavers _ r `s' •t.4.:T+f::a. 1, ii GY a� i l tr. tir - ,'iii••�'p -+„'+�, • c..•ry�si;1 \ _ - ° try Y=_ • - S a 21;3 A.a _ ,. - _ ---r . . ,`ieret` . The porous appearance of these units allows-rainfall to directly enter and pass though because 'concrete has no fines. Like other pavers, the units are fitted together over bedding, pea gravel is recommended. Sanding the joints is not recommended as this could clog the pavers- Porous units do not meet the requirements of ASTM C 936; however,these units have strength of 4,000+ psi with a permeability of over 40 inches per hour. The best use is for pedestrian areas, bicycle paths, and residential applications. We offer pervious pavers in our 4x8, Old Towne, 6x9, and 6x6 profiles and in all of our standard blends. Some of the benefits; • Reduction of runoff by as much as 100% from frequent, low-intensity and short duration storms. • Increased recharge of ground water. • Eliminates flooding and puddling in parking lots • Reduction or elimination of retention ponds ▪ Conservation of space on site and reduction of impervious cover More info is available at ICPI website; http://www-icpi_org/design/permeable pavers.cfm Tremron Group, Arcadia (863) 491-0990 www_tremr=ongroup_com a Q. O R .E PROPERTY SCIENCES Plant: Tremron—Arcadia, Florida Job No: 27772 Client: Tremron Report No: 347424 Report Date: 7/24/07 Unit ID: Echo Stone Pervious Pavers, 7/9/07 Received Date: 7/12/07 TESTING OF SOLID CONCRETE PAVING UNITS Compressive Strength—test date 7/23/07 at 14 days of age Unit No' ' 4A 4 4C.. Average . Received weight, lbs 9.17 9.29 9.53 9.33 Width, inches 6.26 6.32 6.32 6.30 Height, inches 2.40 2.37 2.40 2.39 Length, inches 9.42 9.42 9.43 9.42 Saw-cut length, inches 4.71 • 4.77 4.70 4.73 Net Area, in2 29.48 30.15 29.70 29.78 • Load, lbs 139,380 132,760 137,850 136,660 Compressive Strength, psi 4,730 4,400 4,640 4,590 Compression tests were performed in accordance with ASTM C140. ' Unit No -permeability 4D • 44.4 inches/hour(3.1 x 10'2 cm/s) • • Respectfully submitted, • . QORE, Inc. .11a ,10+1,5 ussell Scribner Materials Laboratory Manager • •Report Distribution: Tremron/Mr. Mike Somers 11420 Johns Creek Parkway Duluth,Georgia 30097 (770)476-3555 fax(770)476-0213 I Awe 'amber / 7/7 .2 kid- /SC X ,a roc Of fivfivel f6-0/eeiA 6 3 3,24'0 fivoi,d 46o ley 1e 4411 9i = cr© ; P4,eciAkik7 APJ 47,40 42 idew%�. �FJ le414 '✓rids koknoi, tur;k4 4Jwai p46/, TYP.NO.8 AGGREGATE IN OPENINGS CONCRETE PAVERS MIN.3 1/8"(80 mm)THICK CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE(CURB SHOWN) 0.7••00 1 0•••0000'2•,•••• a.:• o°°oocP�ocP.•o°boost o.•0 BEDDING COURSE 1 1/2 TO 2"(40 TO 50 mm)THICK Q � hwip 9_o Qovb°n (TYP.N0.8 AGGREGATE) eO••!*• 4"(100 MM)THICK NO.57 STONE • • S * sor . OPEN-GRADED BASE ao 0 0 0 *1 1. -; •• •• MIN.6"(150 MM)THICK 0 QOQQQ0Q00 o �tiljOao-„gip NO.2 STONE SUBBASE 11� 11-71-1 at I - OPTIONAL GEOTEXTILE ON BOTTOM AND III=I I�III=I I�I I I=I I I�I Iii I = SIDES OF OPEN-GRADED BASE SOIL SUBGRADE-ZERO SLOPE NOTES: 1. 2 3/8"(60 MM)THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. DRAWING NO ED PERMEABLE PAVEMENT WITH FULL ICPI-68 EXFILTRATION TO SOIL SUBGRADE SCALL NO SCALE