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HomeMy WebLinkAboutCC - Amenity Details LANDSCAPE NOTES: 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT M MATERIALS CAN NOT BE OBTAINED. 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP. 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND CALL OUT SYMBOL NUMBERS. 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"DEPTH OF 1"MINUS SMALL BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. 9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF L ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN. 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. 12. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 13. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0"CLEAR ZONE OF ALL STORM DRAIN PIPE,STRUCTURES,OR FACILITIES. 14. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 15. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. K TOPSOIL NOTES 1. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION,AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY,TOXICITY,AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. 2. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A J LOOSE, FRIABLE,SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS,CONTRACTOR IS RESPONSIBLE TO EITHER: A. PROVIDE APPROVED IMPORTED TOPSOIL,OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES,OR B. IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. 3. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM,SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS,STUMPS,ORGANIC MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO 6 1 0 ACHIEVE THIS REQUIREMENT. 4. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED H - - _ 6PI COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND 6P� RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST TOPSOIL PRIOR 6PI Z i TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A \ - \ FROZEN OR MUDDY CONDITION. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY \ _ - 8PI 5. WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. I _ 6. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: A. LAWN AREAS:9 INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN 13L. �\ i �I + 6PI dpl B. PLANTER BEDS: 18 INCHES MINIMUM �\ r / 7. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND G \ \ \ 6PI FILL DEPRESSIONS,AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2"BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND 1"FOR SEED. 6P/ 8. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 9. ALL GRAVEL,SUBBASE,AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE On_ _ ® 6PI STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR 6P TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING \ G 8 1 CONTAMINATED WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO / 6PI LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. l� `� �� j $$ 4PI 4PI 10. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS 8�/ - - AND DISPOSE OF PROPERLY OFF SITE. 71 _* - , � ' Z / w �I I NImC F 1 p / I - CH 8W 8W F L - - - , - Q-� L _ - MAVE _ WEED ABATEMENT NOTES: / as / I 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON - - - I THEM PRIOR TO PLANTING OR HYDROSEEDING. V - - _ + _ 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH"ROUND-UP"(CONTACT HERBICIDE)OR APPROVED EQUAL. / �+� I - - 1 3. DO NOT WATER FOR AT LEAST SEVEN(7)DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 4p/ / I I N 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN(14)DAYS. AT / + �� I I I I 1 CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE(3-5)DAYS. 8 / / _ I 5. APPLY SECOND APPLICATION OF"ROUND-UP"TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH L - _ - II 1 MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7)DAYS. REMOVE / l / � I I I I I I _ - _ C. �� I WEEDS FROM THE SITE. F 1 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO(2)APPLICATIONS,CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. E / // �SQpi 8w I I I I I 1 7. AT THE TIME OF PLANTING AND HYDROSEEDING,ALL PLANTING AREAS SHALL BE WEED FREE. 0� + 11 i� /' l ,, I 'I - i�1 - / LLJ �� 1/ /// / / / ///� / W ry II / Z � CD NO. REVISION/ISSUE DATE D L - Z - - 0 10 CD co 00oL 10 + 1 1 I °' ig. Q i G4�j S D � _ � 1 ° A � S -U � o � DIG, OR '6VATS FOR THE �7��p�24 + MARKING OF UNDERGROUND °OOOogNDSVCAP�oC�°° LLJ MEMBER UTILITIES °�aO00000000000 - _ H N i ---- -- ILI Q - / w o gCD co / / 1 IIT�hl EY #ANC + PATIr2 F. \ it r� / // I I I reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 3 o II I I 11 j I I PEBBLEBROOK SUBDIVISION ,ll J I 1 II N. MERIDIAN ROAD �I MERIDIAN, ID 83646 A + SUBDIVISION IMPROVEMENTS _j III ID 0- OVERALL LANDSCAPE PLAN o _ c 0 N OVERALL LANDSCAPE PLAN PROJECT 23080 SHEET CD i 60 0 60 120 180 CV DATE NO 07/08/24 Ll o SCALE: 1"=60'-0" ■ O ci w DRAWN BY CHECKED BY LP BSS 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS ° a / COURT SURFACING AND STRIPING-SEE LANDSCAPE PLANS CO FOR REQUIREMENTS 6"THICKNESS 4,000 PSI PORTLAND CEMENT ♦♦♦♦ /\ 13X13-D5XD5 WELDED WIRE FABRIC CONCRETE WITH FIBER REINFORCEMENT qd ♦♦ 4p/ ., / ♦*A*♦ \ 4"THICKNESS OF 3/4"MINUS CRUSHED d ° ° / ♦♦`♦ gyp/ o 0 0 0 0 0 o p AGGREGATE BASE COMPACTED TO 95%MAX DRY / ♦4** \ - DENSITY PER ASTM D1557 q ad ° a ° ° ♦♦♦♦♦ 68.0p, 4pl �O 8"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE ° ♦♦ \ \� o o C COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 / ♦♦♦ ° J ♦♦♦ 4p/ \�\!\�\��i�\\\ \\MOISTURE CONDITION AND COMPACT SUBGRADE TO 95%MAX 2$g j ♦♦♦ \ \�\\\\\ \j\ —DRY DENSITY PER ASTM D1557-OBTAIN SUBGRADE APPROVAL q ♦♦♦ 4p/ "�\� �\\\� FROM OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO q a J a ♦♦ \ PLACEMENT OF ANY FILL MATERIALS 3 a ° ° ° ° e a J% ° ♦♦ 4p l a l ° ♦ l CONCRETE PAVEMENT SECTION ° q R q J G ON q ° J° a NOTES ° \ 1. ALL PORTLAND CEMENT RIGID CONCRETE PAVEMENT,BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN O'? a ° ° d l / A ° a \\ ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. ° i' a J / q a J / `° a / 8 a J , q a ,c ° ° ° J ° ° J / 2. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703.CONCRETE SHALL HAVE A MINIMUM , a ° °a ° a' ° q ° 2$8j q a < J' a ° l COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI,AND SHALL COMPLY WITH THE ITD 'aJ a REQUIREMENT FOR URBAN CONCRETE. ' / a ° a4 J e J ° /° a ° J/ q ° J °' q a J O 3. FIBER MESH REINFORCEMENT SHALL BE FIBERMESH 150 AS MANUFACTURED BY PROPEX CONCRETE SYSTEMS,OR APPROVED ° a ' -1a° °a, ° q a J, , a VV a EQUAL. APPLY AT 1.5 LB/CY. APPLY TO MIX PER MANUFACTURER'S RECOMMENDATIONS. ASTM 1116/C 1116M,TYPE III. 1/2TO 1-1/2 a co a J qJ /° a a q J a/ ° a 1 ° J Jw a INCHES(13 TO 38 MM)LONG. a 9,1 g a ° a a q ° ° ° ° q q ° q / a / 4. COORDINATE THE REQUIRED COURT TEXTURE WITH THE OWNER'S PICKLEBALL COURT SURFACING/STRIPING CONTRACTOR. (�ONT/4�pJ r / J i / ° J a J' d q J aq a J ° J° J 5. SAW CUT TO CONTROL SLAB CRACKING SHALL BE D/3 DEEP. "D"EQUALS THE DESIGN DEPTH OF CONCRETE PAVEMENT. �—FI�� a a q a �� L/I�L�\G / J a / / J ° 6. ALL CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE SAWN-SEE PLANS FOR JOINT LAYOUT. THE JOINT LAYOUT IT q J / � 1OW—�Gih/OJ 1?.48, °J J °a °a dJ/ ° INTEGRAL TO THE SLAB DESIGN-NOTE THAT JOINTS ARE PURPOSELY CENTERED AT STRIPING LOCATIONS WHERE POSSIBLE. CO ° ° d 34 J° q ' B9 4 ° J q a J' a a COORDINATE WITH OWNER'S SURFACING/STRIPING CONTRACTOR FOR LAYOUT OF SAWN JOINTS. p0' ' /a J J / ° ° q° J °a /d J / a J J d d ° ° q a °J a a /q / J ° ' PICKLE BALL COURT CONCRETE PAVEMENT SECTION J ° J q / / a °aJ / a 1 ° a J a / a /° a q a ° Ji l 1000, d d d / Z J / J d / O a a / ° q J / ° / d / a J o ° 3 a a , �.3 J ° ° ° a a J / a ° / � a J a e a , ° 1 J a , / ° J , a ° ° ° a a a J , a ° q J J q y a 34S a < 4 / ° a ° J a N Or J a a ° ° ° a � a ° a° 9/ a J l ° a a asq a ° C o a _IL M J � ° A d J ° ° ° d Y Q l a d ° ° CCk` ° ° q ' 700, w Q Fegt t , Jq q J qO 0Y°° a Jq Gp a 7--__ t J ' ae ° 1000, O M cQ/ GO/y ° 2 wS a° ' 400, ° a 1000, Q 00 q yFT , 00J / LLI J/ ° J' ° a/ 3 a a ° �'ODr a a a d / / / a a a ° ,p LLJ uj \� 30.8 ° a J / a ° a J / ° a ° ° a d / / La a J '' ° y0, F p J J/aa J ,2 ° p F J / ° ° d a U ° • ° ° J J' / d O / / ° / h / ° e, w Lu Lu d d q a a J ° a / a a / / / ^• / q a 1000, \ 0 p4 J d ° - ' a / ° ° 100 ° q as <C/ 3 ° J a q J / q °'/ ° J/ q a / ° 0 1J0 I d Jq 8 J/a J/ °J/ a /, ° ° a °Ja ° J/ a / 7.00, /l \ SS\OVAL NG a aq a , ° °q J4 g % a a / ° ° CO 4 l FF° a a q ° ° a d aa q d e / t a J ° J' a J ° J s' °q J , a a /° a ° q J / a a / a ��� 7-2-24 Q O J /° a ° ° a a q q J aA �O`�(lTF q J d J , J ,° a J O K ;9 , a .. / a J J a / ° a J 2 / a / \� a a / / ° l O a ° a q J a q ' /° a ° J ' d °° d ° q / al )a _ / / �• / q4 ° " a ° // ACHD STORM DRAIN EASEMENT / / / ° J eJ /° ° ° ° q a a q° q J J'° J ° a a ° ° J a J° / a • J / /O/°° ° CE a a J J aJ a J ° e a d a dd dd d d a ad aaO a a CO CO q a ^• dC° • •• e •• •Q• cm ••d° a '°J q J / a a •• •• •• 08w J e a / ° a • • • •e d ° a D 8w aa J a q a ° q a q q • J J/a aJ q CD 2 ° a Jq °q q q / • •w < ° q ,q J aJ/a PO a J a ° a s 9w \ J a/ ° /° as q J ° d / e8S, 1000, a J ' w =O o° a ' q 4 ° q J 1 °/ a W 8S 8w aA a ° J / aO J/ q e d a / J / \ a ° aJ / O d 8s R\ \Vw d ° ° a l l \ a ° a ° q J °/ ° ° ° a e q ° / a a a / O OU q ° \ 1/4 4G4"-4 S0 Oo' Ja S\8w a \ e ° ° 9 ° a 42586 J % 4 -38s 0' / a° / // ^h• d a a a /a a d a z�U 4 A eq q ew °° d M J Wm d d J / 00' q J 4 Aa a J ° > z q Jf A 0/ a q a s q a J ° a a ° J d A 10 / a J / 00'q c O a w KEYED NOTES 0 NOTES a �° ° J 10 / ° Ja / a 0 J ' J 10.00, / J ° J/ q a / q ° q ° ° ° aA q a J Q -� a / ° a 0.70, s l d >tt 1. PICKLEBALL CONCRETE PAVEMENT SECTION -(SEE 1/GD.3). 1. CONTRACTOR SHALL COORDINATE SUBGRADE INSPECTION AND ALL ° ° a a q / o a a o= COMPACTION TESTING PRIOR TO COVERING UP WORK OR PLACING ANY l 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL DRAWING SD-709 - FILL MATERIALS. 4j (SEE 4/RD.11). 10 3. FENCING -SEE LANDSCAPE PLANS FOR REQUIREMENTS. 2. SEE LANDSCAPE PLANS FOR FENCING & GATES AND SITE FURNISHINGS. �3 Y 3 CCOURT OURT SURFACC OR STRIPING, POSTS & NETS BY OWNER'S PICKLEBALL NOTES O 0 3 1. ALL JOINTS SHALL BE SAWN. U Z — n N N W 6 - PICKLEBALL COURT PLAN PICKLEBALL COURT JOINT LAYOUT 2 m 0It 'It W H O N m Y o W Q U X Z 0 10 20 0 10 20 O p � w aLL FEET FEET va a o J JOB NUMBER: J IDB2338 a m DATE: 7-2-24 LLI SHEET NUMBER: J ►/ F GDm3 W _ _ FL U) t INC. P.O.Box 1700•Hendersonville,NC 28793•Tel:(800)633-8241 •(828)693-8241 Li.leisureCrIlf M Fax:(828)693-8777•www.leisurecraftinc.com•sales@leisurecraftinc.com SPEC SHEET: R32-PERF 32 GALLON PERF RECEPTACLE portable Wt. 95 lbs photo bottom/top view 6" / \ 611 o � \ \ o receptacle 1.75" 2 types of bottoms O 2" 0 23.500" 0 0.625" 0 0.500" front view 23.500" _.o...........o..o .. ................... ................._ product details Coated Surfaces: Construction: • Thermoplastic coated 11 Gauge steel Copolymer-based, • . . , . . environmentally safe • Does not fade,crack,peel or warp • _• ._ . . Applied at a thickness of 25-30 mils. • 5 Year warranty on coating mounting types P=Portable:no mount SM=Surface Mount: 2 Option concrete anchors anchor bolts attach through taps welded to B100 receptacle to legs mount IG=In-Ground: anchor bolts attach to B200 receptacle mount SURFACE MOUNT 13100 B200 PORTABLE SURFACE MOUNT IN-GROUND All design specifics subject to change.For all products Leisure Craft reserves the right to make adjustments due to changing market conditions,product discontinuation,legislative requirements or other extenuating circumstances.©2009 Leisure Craft,Inc. Lim Li,.leisure craf t P.O.Box 1700•Hendersonville,NC 28793-Tel:(800)633-8241 •(828)693-8241 INC. Fax:(828)693-8777•www.leisurecraftinc.com•sales@leisurecraftinc.com • EC SHEET: B6WBSM , ERF 6' STANDARD PERFORATED BENCH W BACK SURFACE MOUNT Wt. 160 Ibs photo RAW PARMA top view 8.000" 56.000" 23.750" 00000 0000000000000000000000000 0000000000000000000 oo 000000 00000 00000 oo-o-oo-o-o-oo oo-o-o-o-oo-oo 00000 oo 00000 0000000000000000000000000 0000000000000000000000000 00000 1 2.000" 00000 Aa0000000000000000e0000eo e0000a0000e0000e0000eoo0a 00000 00000 oo-o-o-o-oo-oo oo-o-oo-o-o-oo 00000 00000 0000000000000000000000000 0000000000000000000000000 00000 fr 72.000" 7.875" 00 000a000000a000000a00000 00000a000000a000000a00000 00000 '0000000000000000000000 0000000000000000000000000 00000 00000 0000000000000000000000000 0000000000000000000000000 00000 000-oo-o-o-oo oo-o-o-o-oo-oo 00000 0000000000000000000000 0000000000000000000000000 00000000000000000000000000 000000000000000000000000 0000000a000000a000000a00000 00000a000000a000000a00000 00000000000000000000000000 000000000000000000000000 00000 32.625" 18.375" 28.375" side vie 23.750" 106.0000 12.000" TI 18.375" 2.3 13" 21.000" product finish The functional surfaces of our Tubular legs and understruc- furniture are covered in a copoly- ture parts are made from Bal- mer-based thermoplastic powder vanized steel and are finished coating.Thermoplastic is envi- with black polyester powder ronmentally safe,the coating will coating. never fade,crack,peel,warp,or discolor for the life of the product. Thermoplastic is applied at a thick- ness of 25-30 mils. mounting types P=Portable:no mount SM=Surface Mount: concrete anchors through discs welded to legs IG=In-Ground: J-rods set in concete through discs welded to legs PORTABLE SURFACE MOUNT IN-GROUND IN-GROUND All design specifics subject to change.For all products Leisure Craft reserves the right to make adjustments due to changing market conditions,product discontinuation,legislative requirements or other circumstances.©2017 Leisure Craft Inc. 00.