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DNI EIOVI1OA AA01 NIVIAI Hi? ONI1S1XA 1 994101 Leit .101 >00 SNOLLVOLdIOdS SCIN3031 S1091AIAS 41111111111411111111111111111.1R111141111MINNIVIEM ""—SOVAH 11V NI SNA3WS Dsn aLON U9# 8131f:18119 0001d Hk 01Z1.- 19 M0138 21ZZ0N-Z1,814 -1) iSS,9 0,0 KO 1-1,Z R91- Le M0113 31ZZON-9081-# GdIEINItai ClC-Od09# CIHI9NIV:1 019-0d-9009# 0-0c1-9009# CHEINIVH 9 'Ai0 L6Z0000-01# °°°n woo.2pScill3ttl :nutua ItOZ-LtiL 090 :xt3J 690C -LW, 090:0uotidoRL LLVEE .eppoiti‘ialldnf OCE01P1S 0110 S1m1PIIST1 1DUOS cZ8 CINADA1 GVAH • II- MINN 0.11, *tit SAVWS dfl dOd SHOIOH dfl d0d „9 dfl d0d 21 SHOIOH Juni dfl dOd AdAl I I • CI tij 'IAIAS www/IMANOWNO 11..13P OPNIMAIMMONROIMIMINORMOI • • • • • 1114‘t, iii1111/4,1k111111111 ...inasometrrAMPWaft. • • • • • • e" "le T4041 444, 4.4 ism mg LANDSCAP / ARCM " EC:I'(J -Z.1: PLANNING GRAPHICS 825 South U.S. -Highway One Suite 330 Jupiter, Florida 33477 Telephonc:(561) 747-5069 Fax: (561) 747-2041 l: mai1(jpydg.com License /1LE-00001297 I I CT!BURIAL. C4'. LE CONNECT TO 12V TAS' 1101011* 1'- GOMMUNITY VENTIFIGAT1ON SiGN ON "-o' HT. CURVED WALL w/ 12" FIN MOUNTED ALUMINUM LETTERING (TIMES ROMAN FONT, t RQNZE Nl �2 S t ET41�-S '4fi1'f 4 ' 'i, '0', 4 'C)' - ekT. k 1201E AC IN, NOMINAL 12V AC OUT, 600W, TIMER AND PHOTOCELL OUTLETS, 304 STAINLESS STEEL LOCKABLE CASE. KICHLER MODEL 15PR600SS WEST SIDE OF ENTRANCE 1/4"=1-'0" POWER COMPANY TRANSFORMER.._/ 120/240V 1 PH NEAR LOT 3, BLOCK C 1. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PRODUCE AN OPERATIONAL SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. THESE PLANS DO NOT SHOW EVERY DETAIL OF CONSTRUCTION. THE CONTRACTOR 15 EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 2. INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL LOCAL CODES. 3. ALL WIRE SHALL BE COPPER. ALUMINUM WIRE IS NOT PERMITTED. 4. CONTRACTOR SHALL MAINTAIN ONE SET OF "MARKED -UP" PLANS SHOWING FIELD CHANGES OR CORRECTIONS. 5. ALL ELECTRICAL EQUIPMENT INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE NEMA 3R UNLESS COVERED WITH A WATERPROOF ENCLOSURE. 6. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH CONSTRUCTION BY OTHERS. 7. CORRECTION OF DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF MATERIAL DAMAGED OR LOST BY THE ELECTRICAL CONTRACTOR. DATE, M.u" FR4 u.A.1 5Y: : JO ' NO.: SCALE, 1".20'-0' FILENAME: eomer6 't L-12 PLUG-IN FOR ABOVE TRANSFORMER. KICHLER MODEL 15565BK 12V, 12-2, DIRECT BURIAL, KICHLER 155XBK REV1510NS: �i 2-8-11 BKR SIZE FAULT CURRENT Q 3-9-11 CABLE IN CONDUIT KICHLER PRO SERIES 15529BL FOR DIRECT BURIAL LOW VOLTAGE CABLE. FOLLOW MANUFACTURES INSTRUCTIONS. ENGINEERS SEAL APPLIES ONLY TO ELECTRICAL POWER DESIGN. INSTALL DIRECT BURIAL CABLE IN CONDU SEE DWG L-1 FOR LIGHTING FIXTURES. ASSUME—TRANSFORMER HAS INFINITE CURRENT, WIRE 15 THE ONLY CURRENT LIMITER WIRE 15 #10--Z = 1.1 OHMS PER 1000 FT (NEC TABLE 9) WIRE LENGTH FROM TRANSFORMER TO PNL IS APPROX 280 FT 120 V TO GROUND I=120/(1.1X0.28) = 350 AMPS ---WELL BELOW THE 10,000 AIC RATING OF THE PANEL. MAX CONNECTED AMPS PER PH TOTAL CONNECTED KVA GOLDSMITH ENGINEERING, INC VAN GOLDSMITH PE 17212 130th AVE N JUPITER, FL 33478 (561) 575-9144 FAX (561) 575-9291 JOB -2071 PE 8620-tiUT,N #7189 SHEET: KICHLERO LIGHTING 7711 EAST PLEASANT VALLEY ROAD P.O. BOX 318010 CLEVELAND, OHIO 44131-8010 TOLL FREE: 1-888-659-8809 PHONE: (216) 573-1005 EXT. 6872 FAX: (866) 841-6385 www.landscapelighting.com LANDSCAPE ARCM] ECTURE PLANNING * GRAM IICS 825 South U.S. Highway One Suite 330 Jupiter, Florida 33477 Telephone:(561) 747-5069 Fax: (561) 747-2041 mail@pydg.com License //LC -0000297 SELECT DESIRED FINISH OTEXTURED ARCHITECTURAL BRONZE idTEXTURED BLACK BRONZED BRASS LED ACCENT LIGHTS A FULL COLLECTION OF ACCENT LIGHTS ENGINEERED TO PROVIDE THE SPREAD OF LIGHT NEEDED WITH THE AMOUNT OF LUMEN OUTPUT DESIRED. SPECIFICATIONS HOUSING DIE CAST ALUMINUM OR DIE CAST BRASS WITH CLEAR TEMPERED GLASS LENS AND POLYCARBONATE MOUNTING STEM AND LOCKNUT. FINISH TEXTURED ARCHITECTURAL BRONZE, TEXTURED BLACK OR BRONZED BRASS WIRING 24" OF USABLE #18-2, SPT -1-W LEADS. CABLE CONNECTOR SUPPLIED WITH FIXTURE. LIGHT SOURCE ILLUMINATION PROVIDED BY INTEGRATED LED CHIPS. MOUNTING ACCESSORIES INCLUDED 8" IN -GROUND STAKE OPTIONAL MOUNTING ACCESSORIES 15601 - SURFACE MOUNTING FLANGE 15607 - TREE/SURFACE MOUNTING BRACKET OPTIONAL COWL ACCESSORIES 15749 AZT - TEXTURED ARCHITECTURAL BRONZE COWL FOR USE WITH 3 -WATT AND 6 -WATT SIZE. 15749 BBR - BRONZED BRASS COWL FOR USE WITH 3 -WATT AND 6 -WATT SIZE, 15749 BKT - TEXTURED BLACK COWL FOR USE WITH 3 -WATT AND 6 -WATT SIZE. 15759 AZT - TEXTURED ARCHITECTURAL BRONZE COWL FOR USE WITH 9 -WATT SIZE. 15759 BBR - BRONZED BRASS COWL FOR USE WITH 9 -WATT SIZE. 15759 BKT - TEXTURED BLACK COWL FOR USE WITH 9 -WATT SIZE. ORDERING GUIDE Wide Flood 4 NOTES: 1. DO NOT SCALE DRAWINGS. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, ..irirjr.yREERI-RFEEKEi FROPE FUT. LNE RIGHT OF WAY ( Rata) UT IL ITT' EASEMENT (UE) SAN I TAFRY SEWER LNE WATER MAIN LNE STORM E)R4 NAGE F FE CENTERL INE E3ERM CONTOURS 4E3OVE F IN SIA GRAE)E 4 44 pol 14 _SIGHT viSIE3ILITY LINES, TYP. - (PER CHAP. 15, ART. 1, SECT. 152 CITY OF PARKLAND, FL) COMMUNITY IDENTIFICATION SIGN ON 6,`-0' HT. CURVED LVALL w/ 12' PIN MOUNTED ALUMINUM LETTERING (TIMES ROMAN FONT, DARK eRONZE FINISH) SEE DETAILS 'A', '131, 'C', 4 'ED', SHT. 1-4-2. SEE SHEET 1-1-1 FOR S:C31\1 WALL AND COLUMN LAYOUT DATE: 0%15.0-1 !DRAWN E3Y: CCY/SPL. JOE!, NO.: 01-043 SCALE: 1".20-.0' FILN,AME: eornereet L-12 REVISIONS: 33.�S 42L�3 c1t commente 4.13.10 QV note 04/1/10 06/15/10 cfrc commente 10/22/10 En e comnte A03.01.11 comments 1-13 5E3R / g.70* (12.4W LED) 12V / 11 R (COWL) 1'12E3E3R (11,4W LED) 12V / E3E3R (COWL) - MANUFACTURER: KAI-CHI-ER LANDSCAFE LIGHTINC/ - MOUNT ALL FIXTURES ON POWER- FOST (1<-12-1e, - INSTALL- ALL WIRING IN CONDUIT MINIMUM 12' FLOW GRAPE. 0555 [ffilt6dEz, Plant S ecifications SPECIES AND S,1ZE shall conform to those indicated on the drav,,ings. Nomenclature shall conform to STANDARDIZED PLANT NAMES, 1942 edition. All nursery stock shall be in accordance with Grades and Standards for Nursery Plants , latest edition published by the Florida Deportment of Agriculture, Division of Plant Industry, Gainesville, Florida. All plants not otherwise specified as being Florida Fancy or Specimen, shall be Florida Grade Number 1 or better as determined by the Florida Division of Plant lndustry. Specimen means an exceptionally heavy, symmetrical, tightly knit plant, so trained or favored in its development that first appearance is unquestionable and outstandingly superior in form, number of branches, compactness and symmetry. GENERAL REQUIREMENTS All plants shall be freshly dug, sound, healthy, vigorous, well branched, and free of disease and insect eggs and larvae, and shall have adequate root systems. Trees for planting rows shall be uniform in size and shape. All materials shall he subject to approval by the Landscape Architect, Where any requirements are omitted from the plant list, the plants furnished shall he normal for the variety. Plants shall he pruned prior to delivery only upon the approval of the Landscape Architect. CONTAINER GROWN STOCK All container grown material shall be healthy, vigorous, well rooted plants, and established in the container in which they are sold. The plants shall have tops which are good quality and in a healthy growing condition. An established container grown plant shall he grown in that cotainer sufficiently long enough for the new fibrous roots to have developed so that the root mass will retain its shape and hold together when removed from the container. Plant root bound in containers are unacceptable. MEASUREMEN TS Trees: Height shall be measured from ground to the overage height of canopy. Spread shall be measured to the end of branching equally around the crown from the center of the trunk. Measurements are not to include any terminal growth. Single trunk trees shall be free of "V" crotches that could he points of weak limb structure of disease infestation. Heights shall be measured form the ground to the average points where mature plant growth stops. Spread shall be measured to the end of branching equally around the shrub mass. Measurements are not to include any terminal growth. Palms: Clear Trunk (C.T.), shall he measured from the, ground at the time of installation to the point where the mature aged trunk joins the immature or green portion of the trunk or the head Overall height (0.H.), shall be measured from the ground at the time of installation to a point three quarters the length of the unopened bud. Palms with marred or burned trunks will not he accepted. Shrubs: FIROPEtRTY L. NE !RIGHT or WAY (ROW) LIT IL ITI" EASEMENT (UE.) SANITARY SEWER 1- NE W4TE1R MAN L. iNE STOIRM r)fRA NAGE PIPE CENTERLINE 15EM CONTOURS 4f5OVE FINISH GRAIDE LIMIT OF SOD CROSSUJA K LIMIT OF $0E2 I,ANDSCAPE FURF, PLANNING • GRAPHICS 825 South U.S. Highway One Suite 330 Jupiter, Florida 33477 Telephone:(S61) 747-5069 Fax: (561) 747-2041 Email: mailgpydg.com iicense #1,C-0000297 SOIL Planting soil for use in preparing backfill for plant pits shall he added at a rate of seventy–five (75%) percent to twenty– five (25%) percent existing soil. This soil mix shall be used in all plant pits except palms which shall be backfilled with clean sand. Planting soil shall be a fertile, friable natural topsoil of loamy character, It shall contain forty (40) to fifty (50) percent decomposed organic matter and shall be free from heavy clay, stones, lime, plants, roots or other foreign materials or noxious grosses (such os Bermuda or nut gross) and noxious weeds. It shall not contain toxic substances which may be harmful to plant. growth, COMMERCIAL FERTILIZER Granular .fertilizer shall he uniform in composition, dry, free flowing and suitablE,,, for application by mechanical spreader equipment. This fertilizer shall be delivered to the site in the original unopened bags, each bearing the Manufacturer's statement of analysis, and shall meet the following requirements: Trees, shrubs and ground covers sahll hove a 8-4-8 analysis fretilizer containing a minimum a 28 water soluble magnesium, 2% manganese, 2% iron and quantities of other micro nutrients. A minimum of 1.75 units shall he slow release nitrogen. ---Fairn,s shall have a 13-3-13 analysis fretilizer contoininga minimum of 5% magnesium, 5% water soluble magnesium, 1.5% manganese, 1.5% iron and other micro nutrients. A minimum of 4.85 units shall be slow release nitrogen and 2.45 units slow release potash. –Sod shall have a 14-3-14 analysis fertilizer containing a minimum 2% magnesium, 2% water soluble magnesium, 2% manganese, 2% iron, 3% sulfur and other trace micro nutrients. A minimum of 6.0 units shall be slow release nitrogen. The fertilizer will he applied at the following rates: PLANT SIZE FERTILIZER 1 lb. fertilizer – 12 oz. innoculant 2 Ib. fertilizer – 24 oz. innoculant 3 lb. fertilizer – 40 oz, innoculant .5 Ib. per ft co ht,(12 lb mac.) 6 oz. per ft ca ht. (60 oz, max) 1/3 cup fertilizer – 2 oz. innoculant 3/4 cup fertilizer' – 4 oz. innoculant 1 cup fertilizer – 8 oz. innoculant 2 cups fertilizer – 12 oz. innoculant 1,5 lb./100 sf. fertilizer – omit innoculant 6 11)1100 sf. fertilizer (after sodding) omit innoculant Trees -1"-2" cal. Trees -2''- 4" cal. Trees– 4"– 6" cal. Palms Shrubs #1 #2 Shrubs–#2– #4 Shrubs– #4–#15 Shrubs–#15– up Ground cover and vines Sod minim 77 2\77 N N\1111111P 0>/,/„ TOP OF THE ROOT 54RRIER MUST F3 AT LEAST t'2' AIBOVE GRADE -CUFR5 11-1 wwp E3ERM, TYR OCK LOT LOT SOIL E3ACK.FILL -PVC PANEL TYRE ROOT 5ARRIER 24' MN. DEPTH. NOTES, ROOT 13ARRIERS SHALL IBE NSTALLED FOR ALL TREES LOCATED WITHIN FIVE FEET OF A SIDEWALK OR A CU. 15LOCK LOT 411 LOT 17 TRACT 5- 3 Fertilizer will he applied to all palms at installation at a rate of 1/2 Ib. per inch of trunk caliper unless otherwise specified. Mb LCH Mulch material shall he three (3) inches of shredded m eicleuca mulch (sterilized and free of seeds) or approved equal, moistened at the, time of application to prevent wind displacement. The mulch material shall contain no sticks or stones larger than 3/8" in diameter, or other foreign material that will prevent the effectiveness. SUBSTI TU IlONS Substitutions will be permitted only upon submission of sufficient proof that any plant is not obtainable in the type or size specified and with the authorization of the Landscape Architect, The Landscape Architect shall determine the nearest equivalent replacement in an obtainable size and variety. If contract is based on unit costs, the unit price of the substitute item shall not exceed the bid item replaced, unless authorized by the Landscape Architect. Under no circumstances shall unauthorized substitutions he included in the Bid Proposal and Breakdown. TRACT E3 -2 SIGHT VISI5ILITY LINES, TYP', (PER CHAP. 15, ART. 1, SECT. 15.2 CITY OF PARKLAND, FL) COMMUNITY IDENTIFICATION SION - ON C7' -6Y HT. CURVED WALL uil 12' PIN MOUNTED ALUMINUM LETTERING (TIMES ROMAN FONT, DARK 15R0NZE FIN161-1) SEE DETAILS 'A', 'el, 101, 4 'D', SEE SHEET 1-1-1 FOR SIGN WALL AND COLUMN LAYOUT Notes: AH plant material provided must meet minimum height and spread requirements SpCiriSd in the plant list. Container specification is for minimum SiZer, Any material not meeting both requirements will be rejested, - 411 plant materi.al, Ur1e,55 specified as beine Florida Fancy or Specimen, shall be Florida Tracle Number 1 or better as determined by the Florida Division or Flant Industry. - 411 plant materials and sod shall have an automatic irrleation system providing 100% coveraee. - 411 plant material shall be planted, rertilized and mulched as per the Flant Details and Flant Specifications noted on this plan. - Landscape Contractor shall research plansand contac-,A aopropriate aeencies to determine location or utilities and obstructions prior toc...ommencing work.. 7A,ny utilities or unanticipated obstructions shall be reported immediately to the Landscape 4rchitect. - Landscape Contractor will be responsible Eo r obtainine all necessary permits, licences, inspections, and insurance as required by the State and local agencies l- nvasive species, includine Brazilian Pepper, Australian Fine, Melaleuca and Earlear Acacia shall be eradicated in the development area and removed From the site, - No laree trees or palms Shaii be located within any easements. - Landscape and irrleation shall not be located closer than six (e,) Feet from existing or proposed utilities Trees and Palms shall be fifteen (15) feet from lieht poles EACH URN 12.0 T.O.C. CG AC EACH i 3 URN Plan in Details NW 122N1AVEN 12.0 T.O.C. 1:),4TE: DR,AwN 15Y; CCY/SFL J013 Na: 01-043 SCALE: 1".20'-0' FILENAME: somereet L-12 Plant List SYMBOL QTY. NAME TEES E34, 0131 CU 3e, LJ QV QV1 4 THIN BRANCHES BY 1/4 TOTAL MA55. RETAIN NATURAL SHAPE OF PLANT NO PRUNING SHALL SE DONE PRIOR TO INSTALLATION AND Al SY LANDSCAPE ARCHITECT. REINFORCED RU5BER HOSE (NO WIRE SHALL BE EXPOSED TO TREE TRUNK. SPECIFICATIONS Bulnesia arbors / Verawood Cs lophyllurn brasiliense 5razilian e,eautylear Coccoloba uvifera ee,agrape Lieustrum japonicum / Glossy Privet Qurcus vireiniana / Live Oak Quercus vireiniana / Live Oak Swietenia mahaeonl Mahoeany PALMS FR 10 Phoenix roebelenii / Fygnyj Date Palm 313 22 Cabal palmetto / Cabal Palm TOP OF RCOTBALL FLUSH WITH FINIS -4E12 0614126. —.BRIGHT COLORED SURVEYORS TAPE AT MIDFONT OF EACH SUPPORT 3-'12 G,4008 GALVANIZED 0016 WIRE REMOVE ALL SUCKER GROWTH, 3MINIMUM MULCI-4. SEE SPECIFICATIONS. — 4' HT. SAUCER AROUND PLANTING POLE. TO BE REMOVED AFTER FIRST PLANTING SEASON. 'SECURE E3ATTENS u.)ITH 2-3/4' HI -CARBON STEEL BANDS. DO NOT NAIL BATTENS TO TREES. ------------- TIE 4-46A125 OF PALMS 10(134 1310R1.48 STRIPS, liQ31 TRIM FRONDS OR 8101) HEART OR PALM WILL 65 REJECTED UNLESS OTHERWISE SPECIFIED, SECURE BATTENS WITH 2-3/4' HI -CARBON STEEL BANDS. DO NoT NAIL BATTENS TO TREES. ----STEEL BANDS (2), —5 LAYERS OF BURLAP 5-2"x41x1e.' WOOD BATTENS 3' MINIMUM MULCH. SEE SPECIFICATIONS. 4' NT. SAUCER AROUND PLANTING HOLE TO 58 REMOVED AFTER FIRST GROWING 5846014. 0614125 11111'1111111111ill r 1 I lir,s' air FINISHED GRADE RES4R (OR EQUAL), 24' LONG, TOP TO SE 3' F3ELOW GRADE:. LEAVE MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING FILL AROUND BALL WITH CLEAN 64141) 3' MINIMUM MULCH, SEE SPECIFICATIONS, 4' HT. 'SAUCER AROUND PLANTING HOLE TO SE REMOVED AFTER FIRST GROWING 56450N. FINISHED GRADE 2'x4'><24' STAKE PAD euRIED 3' BELOW GRADE. FILL AROUND BALL WITH CLEAN 54141) LEAVE MOUNT) OF 0140153061860 SOH_ TO PREVENT SETTLING, 61-11RL.155 40 12 te,v 10 04 CG 4 01 165 EM 130 FG1 261 115 JC 110 113 LO 200 FA 2331 FN 161 CA 203 SF3 112 efR 40 ST 10 TD sa TF 104 12' x sinele trunk, Full canopy 12' x sinele trunk, Full canopy • x full to base • x full to base 16' ht.4- - 100 951., straieht trunk, full canopy 10E-20' ht. - 200 gal., straight trunk, full canopy 12' x 1', single trunk, full canopy REVISIONS: 33.03 4.21.03 city commente 4,13.10 QV note 04/1S/10 liehtine 0e415/10 arc comments 10/22/10 Ene comnts A 03.01.11 comments 1' o.a., triple, full Frond 241-34' ht., slick. trunk, hurricane cut, curved trunk, as shown LEAVE MOUND OF UNDISTURBED SOIL TO FREVENT SETTLING '688 SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTILIZATION 6880141. SITE CONDITIONS MAT REQUIRE MODIFICATION TO BRACING TECHNaUE. LANDSCAPE CONTRACTOR WILL ADEQUATELY BRACE (OR WIRE) ALL TREES TO PREVENT EXCESSIVE MOvEMENT 4 MAINTAIN 4 VERTICAL POSITION. APPLIES TO: ROYAL F'ALMS, QUEEN PALMS, ALEXANDER PALMS, COCONUT PALMS. 655 68E0IFICATI0N6 FOR 8ACK6ILL MIXTURE ANT) FERTILIZATION IBRACING: 66156241. 6135 CONDITI0N6 MAY REQUIRE MODIFICATION TO BRACING TECHNIQUE. LANDSCAPE CONTRACTOR WILL ADEQUATELY BRACE ALL PALMS TO PREVENT EXCESSIVE MOVEMENT AND MAINTAIN A VERTICAL 805)TION. WOOD BRACING TO 66 REMOVED AFTER PALM 1445 BEEN ESTABLISHED. Palm Plantin Allamancia cathartica 11-lenders0nii Dwarf' / IDwf. Allamancia Vine 5ou9ainvillea Vine / Boueeitivillea Vine Crinum asiaticum / Crinum Lily Canna x generolis / Canna Lily Chryscbalanus icaco 'Red / Red Tip Cocoplum Euphorbia milli 'Rosy' / Dwr. Crown -or -Thorns FICUS 'Green island' / Green Island Ficus Ixora 'Nora Grant' / Fink lxora Juniperus chinensis Farsonii' Farson Juniper Jasminum volubile / Wax Jasmine Lantana samara / Lantana Flumbago 'Imperial edue' Flutrba90 Psychotria nervosa / Wilh CofTee Sctrierrlera rboricola / DLO'. SchefFlera Spartina bakeri / Sand Corderass Serenoa rpns / Saw Palmetto Sophora tomentosa / Necklace Pod Tabernaemontana divaricata / Crape Jasmine Tripsacum floridana / IDLuf, Fakahatchee Grass Stenotaphrum securidatum 'Floratam1 / St. Augustine Grass 3 951., 14" x 14", Full to base, 24" o.c. 1 gal., min. 6', espalier to sabal palms 10 gal., 30" x 30', full 3 gal, 30" x 20", Pull 3 gal., 22' x 20", Full to base, 30" c.c. 3 951., 14" x 14", Full to base, la" o.c. 3 eal. x 10", full to base, 24" c).c., 3 eal. 24' x 20", Pull to base, 24" o.c. 3 ea L a" x 20" , Full, 24" o.c. 3 eal. 16" x 13", run to base, 24" o.c. 1 951., 14" x 10", 6u11, 13" 0.c. 3 eal, 22" x 20", rt.,111, 24" o.c. 3 eal. 22" x 20", full, 24" c.c. 3 951., 22" x 20", full, 24" o.c. 3 gal. 30 >< 24", full, 30" o,c, 1 951. 22" x 20", full, 36" o.c. 1 gal., 36" x 36", Full 3 951., 24" x 22", Full to base, 24" cc, 3 gal., 22" x 20", 30" (:).0 solid sod, laid tight SHEET, AFFLIES TO; 546A1. PALMS, WASHINGTON PALMS, cANAR-T- 161.4ND DATE PALMS, SENEGAL DATE PALMS , SEE SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTILIZATION , SEE SPECIFICATIONS FOR. 5ACIKFILL MIXTURE AND FERTILIZATIoN, • (1) 3REBAR.INFILLED CELL •EA. CORNER COMMUNITY IDENTIFICATION SIGN ON HT. CURVED WALL W/ 12' PIN MOUNTED ALUMINUM LETTERING (TIMES ROMAN FONT, DARK BRONZE rust4) SIGN FACE (D46PED AREA) S.F. (MAX. ALLavED 26, SP) &' HT. COLUMN W/ CAST STONE CAP, TRIM, 4 VENEER - *3 LIGHT TO MEDIUM FINISH. STONE. BASE TO BE STREAM STONE CULTURED STONE - SUMMER BLEND (CeV-2011). HT. COLUMN • W/ CA5T STONE CAP, TRIM, 4 VENEER - .3 LIGHT TO MEDIUM FINISH. STONE !BASE TO BE STREAM STONE 1BY CULTURED STONE - SUMMER BLEND (C5V-2011). COMMUNITY IDENTIFICATION SIGN ON 0s-0' HT. CURVED WALL W/ 12' PIN MOUNTED ALUMINUM LETTERING (TIMES ROMAN FONT, DARK BRONZE FINISH) SIGN FACE (DASHED AREA) S.F. (MAX. ALLOWED 28 S.F.) (2) DECORATIvE CAST STONE LANDSCAPE URNS, 03 LIGHT TO MEDIUM FINISH OT STONE CAP 4 TRIM '3 LIGHT TO MEDIUM FINISH CAST STONE CAP 4 TRIM *3 LIGHT TO MEDIUM FINISH (1) 43 REBAR IN FILLED CELL a EA. CORNER oCLICO 0 0 0 - ,0.0160.,c) (2) DECORATIVE CAST STONE LANDSCAPE URNS, *3 LIGHT TO MEDIUM FINISH 12" PIN MOUNTED ALUMINUM LETTERING (T1ME8 ROMAN FONT, DAW. 5R.ONZE FIN;e14 LANDSCAPF ARGI 11 I ECTURF, PLANNING GRAPIIICS 825 South U.S. Highway One Suite 330 Jupiter, Honda 33477 12CONC. BLOCK BELOW ADE G / H-2 GRADE -50_100 0 000100 H / H-2 COLUMN STONE BASE TO BE STREAM STONE BY CULTURED STONE - SUMMER BLEND (C6v-2011), CAST STONE CAP - *3 LIGHT TO MEDIUM FINISH 3'-&" COLUMN STONE eASE TO BE STREAM STONE BY CULTURED STONE - SUMMER BLEND (Cav-2011), CAST STONE CAP - *3 LlGI-IT TO MEDIUM FINISH HT. SIGN U)ALI- 1.1)/ CAST STONE CAP, TRIM, AND BASE *3 LIG T 0 MEDIUM F NISH PAINTED TUCCO (SW 2020 - COLONIAL REVIVAL TAN) CAST STONE BASE 03 LIGHT TO MEDIUM FINISH HT. SIGN WALL LW CAST STONE CAP, TRIM, AND BASE *3 LIGHT TO M •I FINIS NTED ST 000 FACE (SW 2020 - COLONIAL FZ.EVIVAL TAN) CAST STONE BASE 03 LIGHT TO MEDIUM riNista4 .31-6.' COLUMN STONE BASE TO 15E STREAM STONE sy CULTURED STONE - SLIMMER BLEND (C6V-2011), CAST STONE CAP - *3 LIGHT TO MEDIUM FINISH COLUMN STONE BASE TO BE STREAM STONE BY CULTURED STONE: - SUMMER !BLEND (CSv-20-11), CAST STONE CAP - *3 LIGHT TO MEDIUM FINISH /11.2 Telephone:(561) 747-5069 Fax: (561) 747-2041 Email: mailgpydg.com License #LC -0000297 / -2 3r-4" FRY FEATURE PLAN ENTRY FEATURE ELEVATION WEST SIDE OF ENTRY ENTRY FEATURE PLAN ENTRY FEATURE ELEVATION EAST SIDE OF ENTRY SCALE: 1/4" = 1r-0" SCALE: 1/4" = l'-0" DECORATIVE CAST STONE CAP 4 TRIM *3 LIGHT TO MEDIUM FINISH DECORATIVE CAST STONE TILE '3 LIGHT TO MEDIUM FINISH DECORATIVE CAST STONE TRIM *3 LIGHT TO MEDIUM FINISH --IDECORATIvE STONE VENE - STREAMSTONE BY CULTURED STONE - SUMMER BLEND (Cev-20-11) INSTALL PER MANUFACTURES SPECS. DECORATIVE CAST STONE CAP 4 TRIM *3 LIGHT TO MEDIUM FINISH 04 RE5AR CONTINUOUS IN FORMED AP CO,MMLNITY IDENTIFICATION SIGN 112° PIN MOUNTED ALUMINUM LETTERING (TI -1E8 ROMAN FONT, DARK BRONZE FINISH) C.M.U. -DUR-0-WAL EVERY COURSE ---- DECORATIVE CAST STONE URN *3 LIGHT TO MEDIUM FINISH CAST STONE CAP 03 LIGHT TO MEDIUM FINISH -- STUCCO AND PAINT - !BOTH SIDES (sui 2828 - COLONIAL REVISAL TAN) DURA -WALL EVERY COURSE -FORM CONCRETE W/ (1)03 HORIZONTAL. 24'O.C. MAX ---- a' CONCRETE BLOCK - ..----- ,--------- 05 BARS AT 24' 0,0. IN FILLED CELLO. •---------- ,„...---"--LAF BARS 38' STONE VENEER SHALL MEET FINISHED GRE FINISH GRADE 05 REBAR VERTICAL AT 24' 0.0. IN FILLED CELLS "-FINISH GRADE CAST STONE VENEER 03 LIGHT TO MEDIUM FINISH TWO *5 RE1BAR EACH WAY IN FORMED CAP, HOOK CORNERS THIN SET SETTING BED !DECORATIVE STONE VENEER - STREAMSTONE BY CULTURED STONE - SUMMER BLEND (C8v-2011), INSTALL PER MANUFACTURES SPECS. 05 BAR IN EA CORNER IN FILLED CELLS. LAP BARS 24' DURA -WALL EVERY COURSE 8' CONCRETE BLOCK STONE VENEER SHALL MEET FINISHED GRADE FINISH GRADE 1=111=111=1 --:.111,-.+111=11- 17-1- -.Th=lli=11 —11-1-7:::111--:'-'11Hil III 111--L—:111E111E,1 1 ---11E111E111_1 1 ,=111E111 --E I H -111H7-17-11 -------w7-11#.--llr"-111— ' EACH WAY FIVE (5) "5 REBAR EACH WAY N 3,000 PSI CONCRETE FOOTING AT 28 DAy5 WATER SEALANT ON SACK OF BLOCK. _2' IDIA. PERFORATED DRAIN W/ GRAVEL AND FILTER CLOTH (EVERY 20' OC. -M4><.) LAP !BARS 30' -05 REBAR 24° 0.0. MID LEVEL -FIVE (5), "5 REBAR CONTINUOUS N-- COMPACT SOIL TO iiH II I .[I1=111=1 :=1111E1111=-111---11- PROVIDE SLEEVE FOR, !DRAINAGE PR----7:70vIDE SLEEVE F0F 11GAT10N ---117-17E111-7=7.111.-111:"2 C0hlF'ACT SOIL TO 951/4 FIVE (5) 05 REBAR EAC I-4 WAY IN 3,000 P01 CONCRETE FOOTING AT 20 DAYS COMPACT SOIL TO 951/4 8'O" HT. ENTRY COLUMN SECTION Y-6" HT. ENTRY COLUMN SECTION DATE: a.s.er !DRAWN F3Y: CCY/SPL JOE NO.: 01-043 SCALE: 1".20'-0' FILENAME: aomerset L-12 FINISH GRADE LBY CONCRETE PAYERS PAYERaYSTEMS IN 41)(0° HERRINGBONE PATTERN - SENT CREEK COLOR MIX 12° CONCRETE HEADER CURB 12' 3000 P01 AT 28 DAYS - DECORATIVE CAST STONE URN 03 LIGHT TO MEDIUM FINISH - CAST STONE CAP *3 LIGHT TO r-wium FINISH I aLLE--.1 1.17177-171-7-'1---- PROVIDE SLEEVE F0 IRRIGATION -111117-1-1 I • I 1111 FIVE (5) '5 REBAR EACH WAY IN 3,000 PSI CONCRETE FOOTING AT 28 DAYS COMPACT SOIL TO TWO "5 REAR EACH WAY IN FORMED CAP, HOOK CORNERS THIN SET SETTING BED SETTING SAND MIN. THICK COMPACTED LIMEROCK SUBGRAIDE FLORIDA 5uILDING coE)E f3c4 10'3,10,2 REQUIRE SPECIAL INSPECTOR FOR ENGINEERED UNIT MASONRY. iBuILDING CODE REQUIREMENTS FCR REINFORCED CONCRETE (ACI 31a) - NATIONAL CONCRETE MASONRY ASSOCIATION MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE (ACI 315) - AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AJ.S.C.) - NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION AND SUPPLEMENT (DESIGN VALUES FOR WOOD CONSTRUCTION) - NATIONAL ELECTRICAL CODE (N.E.C.) !REVISIONS, 11.14,01 3.3.0& 06/1/10 c(rc comments 10/22/10 Eng cornnts 2.&.11 03.01.11 comments - FOUR (4) "5 REIBAR - DECORATIVE STONE VENEER - STREAMSTONE BY CULTURED STONE - SUMMER !BLEND (C5v-20-11), INSTALL PER MANUFACTURES SPECS. DURA -WALL EVERY COURSE STONE VENEER SHALL. MEET FINISI-IED GRADE 05 BAR IN EA CORNER IN FILLED CELLO. LAP BARB 24' FINISH GRADE I:- I ' CONCRETE !BLOCK PROVIDE: SLEEVE FOR DRAINAGE COMPLIANCE NOTE 1. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH WIND LOAD REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE WITH 2009 AMENDMENTS. ALL CONNECTIONS HAVE BEEN DESIGNED TO WITHSTAND CODE PRESCRIBED LOADS. EXPOSURE CATEGOR "C, IMPORTANCE FACTOR 0.77. ANSWERS 0 BDG DEPT COMMEN • THE WALLS AS DESIGNED ARE ADEQUATE. SOME NOTES AND DETAILS HAVE BEEN CHANGED FOR CLARITY. O SPECHCAfiONS CHANGED AND MOVED TO DWG H1 4'.43' EACH WAY GOLL)SMITH ENGINEERING, INC VAN GOLDSMITH PE 17212 130th AVE N JUPITER, FL 33478 (561) 575-9144 FAX (61) 575-9291 JOB 2071 PE e620—AUTI-1 7189 STRUCTURE JAL l'-9" HT. ENTRY COLUMN SECTION FINAL PLANS AND SPECIFICATIONS WILL f3EAR THE IMPRESS SEAL OF 4 PROFESSIONAL ENGINEER. LOC4TION MAP HERON BAY NORTH PLAT fl4EE LEGEND 2 0 civ PROPERTY LINE (e) / RIGHT or WAY (Raw.) UTILITY EASEMENT (U.E ), SANITARY SEWER LINE WATER MAIN LINE STORM DRAINAGE PIPE CENTERLINE (c) BERM CONTOURS 4 OVE FINISH GRADE S ON 3 CONCRETE SECT101\ 03200 - CONCRETE REINFORCING 1. 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60 (FY = 60 KSI), 2. ALL REINFORCING SHALL BE DETAILED, FABRICATED, LABELED, AND LOCATED, SUPPORTED AND SECURED IN ITS DESIGN LOCATION IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES AND ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 3, BARS SHALL BE SUPPORTED ON SUITABLE CHAIRS, SUPPORTS ONTO SAND SHALL HAVE SAND BOLSTERS. SUPPORTS IN SLABS HAVING AN EXPOSED BOTTOM SHALL BE PLASTIC OR HAVE PLASTIC PROTECTORS. 4. BARS SHALL BE FREE OF OIL, LOOSE SCALE AND LOOSE RUST. FORM RELEASE MATERIAL SHALL NOT BE ALLOWED TO CONTACT THE BARS. 5. WELDING OF BARS, INCLUDING TACK WELDING 15 NOT ALLOWED. 6. BARS MAY BE FLAME CUT. 7. BARS MAY BE- COLD BENT IN THE HELD TO A RADIUS EQUAL OR GREATER THAN THE MINIMUM RADIUS SPECIFIED BY ACI 8. ALL BAR AND DOWEL SPLICES SHALL LAP 30 BAR DIAMETERS AND SHALL BE TIED. 9. MINIMUM BAR COVER INCLUDING STIRRUPS SHALL BE: 9.1. OAST AGAINST AND PERMANENTLY EXPOSED TO SQIL...__o_.._....3 IN. 9.2. OAST IN FORMS AND PERMANENTLY EXPOSED TO SOIL. _. . 2 IN 9.3. BEAMS ABOVE GRADE 1.5 IN 9.4. COLUMNS ABOVE GRADE_ � _ � .� ._M . �,�.�..� �.�__ �__... �mm_.�... 1.5 i N 9.5. ABOVE GRADE SLABS .�_.._ . __��_�...,,4 IN SECTIN 03300 -CAST-(V-PLACE CONCRETE 1. CONCRETE WORK SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THE LATEST EDITION OF ACI -318, BUILDING CODE FOR REINFORCED CONCRETE, AND ACI -301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. CONCRETE MIX FOR SLABS AND BEAMS SHALL BE AS FOLLOWS: CONFIRMED SLUMP (PRIOR TO WATER REDUCER ADDITION) = 5 IN. SLUMP AFTER ADDITION OF WATER REDUCER = 8" 28 DAY STRENGTH GREATER THAN 3000 PSI. CONCRETE MIX FOR FILLED CELLS AND BEAMS SHALL BE THE SAME AS ITEM 2 ABOVE EXCEPT MAXIMUM AGGREGATE SIZE SHALL BE 3/8" PF.AROCK 4. WATER SHALL NOT BE ADDED TO THE CONCRETE MIX AFTER THE TRUCK LEAVES THE BATCHING PLANT UNLESS APPROVED BY THE CONCRETE SUPPLIER OR THE ENGINEER OF RECORD. 5, MIX TIME FROM BATCHING TO PLACING SHALL BE LIMITED AS FOLLOWS: AMBIENT TEMPERATURE LESS THAN 85 DEG F 90 M1N. 6. AMBIENT TEMPERATURE BETWEEN 85 AND 90 DEG F 75 MIN. AMBIENT TEMPERATURE ABOVE 90 DEG F 60 MIN. CONCRETE EXCEEDING THE ABOVE MIXING TIMES SHALL BE DISCARDED OR USED IN NON STRUCTURAL APPLICATIONS. 7. CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY HIGH FREQUENCY MECHANICAL VIBRATION IMMEDIATELY AFTER DEPOSITING. DO NOT CAUSE AGGREGATE SEGREGATION OR FORM DAMAGE BY OVER VIBRATING. DO NOT MOVE CONCRETE IN THE FORMS BY VIBRATING. DIV SION 4 -MASONRY SECTION 04220 -- CONCRETE UNIT MASONRY 1. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ACI 531 BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, LATEST EDITION. 2. MORTAR SHALL BE IN ACCORDANCE WITH ASTM 0-270 "STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 3. GROUT SHALL BE 1N ACCORDANCE WITH ASTM 0-476 "STANDARD SPECIFICATION FOR GROUT FOR MASONRY OR 3000 PSI PEA ROCK CONCRETE WITH A SLUMP OF 7 +/- 1 IN. 4. CONCRETE MASONRY UNITS SHALL BE GRADE N, TYPE 1 IN ACCORDANCE WITH ASTM 0-90 STANDARD SPECIFICATIONS FOR HOLLOW, LOAD BEARING CONCRETE MASONRY UNITS. 5. CONSTRUCT FILLED CELL COLUMNS AT LOCATIONS SHOWN ON THE PLANS. COLUMNS SHALL CONSIST OF ONE (1) #5 BAR HOOKED INTO THE TOP BEAM AND TIED TO A #5 DOWEL IN THE BEAM/FOUNDATION BELOW AND SHALL BE FILLED WITH GROUT. DOWEL SHALL BE HOOKED AND SET 8 IN INTO CONCRETE. 6. MASONRY UNITS SHALL BE SET IN A RUNNING BOND PATTERN UNLESS OTHERWISE NOTED. 7. PROVIDE 9 GA TRUSSED TYPE WIRE HORIZONTAL REINFORCEMENT EVERY SECOND COURSE. USE PREFABRICATED CORNER AND T'S. REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-153. 8. PROVIDE CLEAN OUT AT THE BOTTOM EACH FILLED CELL. REMOVE ALL EXTRUDED MORTAR FROM INSIDE OF FILLED CELL AND COMPLETELY CLEAN CELL. CLOSE CLEAN OUT OPENING PRIOR TO GROUTING. • EXIST.. CUTS, TYP. -- SAN SEWER LINE, TYP. STORM DRA LINE, TYP. CROSSWALK WATER MAIN LINE, TYP. CROSSWALK SPOT ELEVATIONS AND DRAINGAGE 12 ARROWS ARE PER APP TOYED F IENGINEENG PLANS PROPOSED HEADER CU3 R , TYP. ExIST. STOP 3AR 4 STOP S IGN,TYP. EXIST. ROAD -1 .j C - LIMIT OF TRACTS 1---8E421"1, tYP. LOT *2 ESE RM, TY ELOC‹ LOT *1 LOT %I DRAINAGE ARROWS AND SPOT ELEVATIONS ARE PER ENGINES TING PLANS PREPARED 5Y GES 4 JENaON, DATED 10-5-2005, Jas +41825 PRQPOBEQ 4'x8' CONCRETE PAVERe, BY PAVEiY.TEM8 N HERRm,BONE PATTERN BENT CREEK CALOR MIX SEE DETAIL 'I', &HT. H-2 EXIST. CATCH BASINS, INLETS AND 24' RCP., TYP. .' HT. ENTRY COLUMN, 6EE DETAILS 'E3 ' 4 'E', BFHT. H-2 HT. ENTRY SIGN WALL, 8EE DETAIL 1B' 4 Jr', SHT. 44-2 3'Tg7' HT. PEDESTAL COLUMN, -- eEE DEL,IL ' ' 4 'C*', BHT. H-2 HT. PEDESTAL COLUMN, &EE DETAIL 'B' 4 'H', BHT. H-2 -s' HT. ENTRY COLUMN, SEE DETAILS 'C', 4 'E', 844T. H-2 6' HT. ENTRY SIGN WALL, SEE DETAILS 'C', 4 'E', &HT. H-2 3'-e." HT. PEDESTAL COLUMN, SEE DETAILS 'C', 4 'C', &HT. H-2 HT. PEDESTAL COLUMN, BEE DI TAI .B 'C', 4 'H', BHT. H-2 woos wwe�a --14:e 1570 LOT *t&C, ONMPIMPIMMAMPMXPX....1 6.1905411, rreaw TRACT V 12.464 EXIST. STOP E3AR 12.30 4 STOP' SIGN TYP ._. SIGHT V151 31LITY LINES, TYP. (PER CHAP. I5, ART. 1, SECT. 152 CITY OF PARKLAND, FL) PROPOSED SIDEWALK WITH RAMP, TYP. _ EX IST, ROAD _--\\ 65'-0' S11EUALK, TYP. 31 CURBS 4 CURD CUTS, TYP. CROSSWALK COMMUNITY IDENTIFICATION SIGN ON 6'-0' HT, CURED WALL u/ I2" PIN MOUNTED ALUMINUM LETTERING (TIMES ROMAN FONT, DARK BRONZE FINISH) SEE DETAIL 'c', 4 ID', SW, H-2 WATER MAIN LINE, TYP. E ACK OF CURE3, TYP. COMMUNITY" IDENTIFICATION SIGN ON '-O' HT. CURVED WALL w/ 12' PIN MOUNTED ALUMINUM LETTERING (TIMES ROMAN FONT, DARK BRONZE FINISH) SEE DETAILS 'A', 4 'B', SKIT. H-2 . , to 12.0 T.O.C. 25' TY BACK OF CURB, TYP. 12.0 T.C.C. NLU 122N AVENLJE -ExIST. ROAD -N 15' t LAYOUT NOTES 1. CONTRACTOR SH4LL vERIF` ` ALL EXISTING CONDITIONS AND LAYOUT DIM N IONS IN THE FEU). REPORT ALL DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE ARCI-IITECT FOR DECISION 15EFORE CONSTRUCTION. 2, ALL FILL. FOR ERM1NC AND PLANTING 3ROUC HT TO THE SITE SHALL E3E CLEAN, FR14 L.E SANDY LOAM OF SLIGHTLY ACID TO NEUTRAL_ Pk. ALL FILL SHALL_ E3E FREE FROM STICKS, ROCKS MARL., SCID AND OTHER DEBRIS. 3. REMOVE ALL. ROAD EASE, SHELL ROCK, MARL, CORAL ROCK, AND RU P, LE 30" MIN. E ELOW FINISH GRADE FROM ALL NEW PLANTING AREAS AND TREE PITS. 13.ACK.I ILL. WITH SUITA5L.E SC 11... AS APPROVED E3Y LANDSCAPE A CHITEC...r. 4e NEW EARTHWORK SHALL. BLEND SMOOTHLY INTO EXISTING GRADE. . PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT MIN. OF 1/a" PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL EE REPORTED TO TI -4E LANDSCAPE ARCHITECT PR I CSR TO CONTINUING WORK. (9. CONTRACTOR SHALL 5E RESPONS1L_F FOR PROVIDING POSITIVE SITE DRAINAGE AWAY FROM ALL STRUCTURES INCLUDING E3UT NOT L IMI TED TO PLANTERS, COUIRTYAI I PLANTING AREAS, HARDSCAPE SURFACES AND ARCHITECTURAL ELEMENTS. T. CONTRACTOR SHALL vERIFY ACTUAL SQUARE FOOTAGE QUANTITIES WITH FIELD CONDITIONS AND OWNER PRIOR TO ORDERING MATERIAL. a. CURE AND SIDEWALKS FOR N.W. 122N1D AVENUE TO BE INSTALLED UNDER SEPERATE PERMIT, CURE AND SIDEWALKS FOR SOMERSET TO 15E IN TALL 11 UNDER EP ROTE PERMIT. 10. ALL WALLS AND COLUMNS SHALL MEET ALL APPLICABLE BUILDING CODES IN EFFECT AT TIME OP PERMIT. [...___„.„,_. i-r--2,[17----..-..:.-.TAT7?&' go.F4.----;77---,:::.% c Easi.dEl rffiti.151._i_ ..P I ,ANDSCAPL A RCJ. II`I I..{.0 11.11�J., PLANNING m C I API TICS 825 South U.S. Highway One Suite 330 Jupiter, Honida 33477 'i,elepho ne:(561) 747-5069 Fax: (561) 747-2041 mail: ma'1@pydg.com license ##LC -0000297 rye;.,.,... DA1 TE: ia.1 .01 DRAUN Y: CCY/SPL JO NO.: 01-043 SCALE: 1".20P-0" FILENAME; Somerset L,-12 REVISIONS: 3.3.0 3.h.0& 00/1/10 circ Comments 10/22/10 Ene ccmnte 02,0E3,11 1\ 03.01.11 comments GOLDSMITH EN �INEERING, INC VAN GOLDSMITF- P 17212 i d3O h AVE N J U F ITE , FL. 33478 (561) 575-9144 FAX (561) 575-9291 JOB 2J71 PE G62C-AUTH -7189 STRUCTURE" ONL SHEET,