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HomeMy WebLinkAbout2008 - (#65) Hardscape & Finishing Plan<<<<<<< <11 '10 <<<< \\ \ <<<<<<<<<<<<4<< ^0000< <<<<<<<<<< <<<<< \/\/\<\< <<<<<<< <<<<<<<<<<<<<<<< < <<<<<<< <<<<<<<<<<<<<<<<<\<<<<<\<\<<<<<< \ < <<<<<<<<<< <<<<<<<<<<<<<<<XXX<<< y<<<<<<<<<<<<<<<<<<<<<<<<<<\<<<< \ \ \ \ < < < <<<<< <;XXI <<<<<<<<<x\<x\<\<<<\< << <\< < <<<<�� < <f <\<4<<<<<<4<\<<<\, L < <\\\\ �<<<<<<< \<\<<<<<<<<<<<<\<<<<<\TL <<<\<\<4\<<<<<\<4<<PA \\\ <<<<<<<<<<<<<<<<<<<000. <<<<<<<<<<<<<<<<<<<<<<Q 00 < <<<<<<<<<<<4\<\<<<\<< \<<<<\<<<\<<<<<\00<< <<<<<<<<<\<<<<<44\<\< I X <<<<<<<<<<<<\<<<<<< lo \<<<<\. <<<<<<< < <<<<< \ •' ' \\ \ \\\ I <\<<\<<<<<< < <<< << \• ` \� �� 111 <� L \% \ SEE SHEET HP -2 .4: \\\\ i�i \\\ \ FOR MEMORIAL PLAZA .< ® \\\ \ LAYOUT AND DETAILS < \\ \ \ 90ILDIN6. V. \` L .......... J STAMPED CONCRETE HERRINGBONE PATTERN �`� = _= _- -- �• 18" STAMP6Q CONCRET / BAND STAMPED CONCRETE STRIPING - TYPICAL <�<�<<I<<<<<<<<<<� <<<<<<<<< <<<<<<<<<<<<<<<<<<<<.<•<�<c< 1 ' O O < <<<<<<< <<<<<<<<<< <<<<<< K<<<<<<<<<<<<<<<<< \<<<<<<<<<<<<<<<<<<<\<<<\<< 1 • I< <<<<\XXXX <<<<<<<< O <<<<<<<<<<<<<<< x\<<<<<\<<\\<\4<<<<<<<<<<<<<< <<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 1 O x<<<<<<<<<<<<<<<<<<<<<<<<<Nl' I ;<<<<<<<<<<<<<<<<<<<<<<<<<\<<<< x<\<<<\<<<<<<<<<<<<<<<\<<<<<<< \<<<\<\00o<<<\<\<<<<<<<<<` '\<\< 0<<<<<<<<< x<<<<<<<<<<<<<<<<<<<<<<<<<\<<< _ ,<<C< -,<,<, \<<<< <0<\<\<\000< < < < \ \ < < < / <<<<<<<<<<4<<<<<<<<<<< < <<<<<<<<<<< <<<<<\<<<<<\<<<<<<<< <<<<<<<<<<<<9' O ' <<<<<<<<<<<<<<< <<<<<\<<\<<<<<< <<\<<<< 1 <<<<<<< <<<<<<<<<<<<<' 1 <<<<<\< W <<<<<<<<<<<<<< Ilk o<,000 \ <<<<<<< <<<<<<< \<<<\<< <<<<<<<<<<<<<<<�<�<�<,<...��<< <<<<<<<<<<<<<\<\<No<< << (� q% <;<;<;<;<;<;<<<<<<<\\< 6 << "" L' U PROPOSED BLOCK;<<<<<<\\ i c . c�' STREET LIGHTS :<<l«<<\< <l <<< ' `< TO MATCH JNG c4<<<<<<<<<<<<<<<<<< <<<<<<<<<<<<<<<<<<<< CURRENT CITY OF 3 <<<<<\<<<<<<<<<<<<<< < <<, . SEBASTIAN LIGHTS - TVP. A,< HP -3 <<<<<<<<<<<<<<<<<<<<<, :<< <<<<<<<4\<<\4<\4<<<< <<<<<<\<<<<<<<\<<<<< <<<<< <<<<<<<<<<<<< < <<<<< <:<<<<\C<<<< < <<<<< '0000000<<&999<<<<<<<<<<<< <<< 100000000 < < < <\< \<<<< \< <<<<<\<\<<<<<<<<<<<<<<<<\< < << <I _ ,C<<<<<<<<<<<<<<<<<<<<<<< < < yL x<<<<<<<<C< c<\<<<<<<<<<<<<<<<<< ;<<<<<<,<�<� PROPOSED BOLLARD LIGHTING L MY A RIP RAP WALL F�J ONJ#RIP RAP WALL MJ��' . • . ii IT- MEAN HIGHL WATER LINE i.,.,,,,,,...i• STAMPED CONCRETE ilii, �i. ,i•iii♦ ��BRICK PATTERN CROSSWALK TO MATCH EXISTING • ���1► PROPOSED ,c�c�:-c• sem:CROSSWALKS WITHIN• lE HP -2 id CITY OF SEBASTIAN ,iii.��i�����•�����i�i�����1i���i�iQr��i:� ice.. r CONCRETE BAND %���,• �'��������, �i iCi�.�i�%iii. �%%i�i��i`i� ' r • ' %�i�i%i�i2���1����i 'll Mll��e� !Cis~S i•i i` iii i`i�i` i�i`S �`'�- �`i��`iy-�`'�$,,i��i�i�i��3 ���i� `i i` :=±��� - _"ia±i±i?ia±i±,!.�,�%isisiiii:�::���������~����:i���� :�:�:�:�:�: �:>�>:jSt`.:_ •�:�i�i��i ��i`i` l t ♦ t \ A ��C��V'�i ,'C'�'G`n'<,j,y,j,yayyyj�'%i•iiii�ii�i�i`i�i , `�`,`,`,`�y`,,,=>'"- - �./-ii �i �3� �%' ,ttttttttttttttttt, ;f'�i;I• `,;,` `,;,`� ,;,;!ice.,,,,`„,,,`,;,,,`,,,,,,,,,;`�,,,�,�. .!i \t��ttttttttt\t� :moi .~t`i��ii�iY�%i±!`�, ,� �i�i�i�i����h� �������������� ������± `�•, �i ,t tt tt tt tt , ,,,•may -,.�. �.�.�.�.�:.�.�,�.�.�.3�.�.�.�.�.�.�'.�.�.> � ' `�`e���� •.. ltt�ttittt�tt`t, ,,,��,�����,±.,.�,,�, •�jCy�y2y2 �:,,����y�i��i. �''�� � �tttttttttltttt� ��1i���`i`�L�'��<, ` � �i���i�i�hi�����.• _� I {��ti�tt\ �t� �t� \ ���jj �'j �j�j�jy�; '%�j�j�j iii;•' o O O e �0 20' EL EC PANEL < \ \ 4.1 ?i .. I, .<% •r t< < <� :• �� PROPOSED BOLLARD LIGHTING 2 H P-3 RIP RAP WALL 4' CONC. WALK (� c ,Q U i p °° +– -� M .– u - co N p a� Q �C) V) J LL- ” C N. NO 0 0— Q--i O N c� co N o04 C) U 0 -0 -c .� N V)L- E O c: 0 or) CL ° o U -i cl� W > Z z V) L j.J m Q VQ D Liu LLo Z>Q 0 J w od QC -- z LIL U Q .0 0 Q W Lu . LL ca Q Q Lclu� a. uJ Z i /�/� W °< 2. ` d '° ° !� dal.• <, 1 \ STAMPED CONCR TE d .' �-ry4,•' \ BRICK PATTERN 1 CROSSWALK TO <, MATCH EXISTING \ CROSSWALKS WITHI ` 20' ;. . CITY OF SEBASTIAN ,' a'. , ' " �' °'••• `' ' Oc9 '� •��\\ � j i• ' •� o "ALL DRAWINGS, SPECIFICATIONS AND ._ _ = �--..=-. _� ��' .; Lj ;•L,�c,: • � ' � -' `r, • • • • �•, . <�• < ,..illimill ,',',',', � \ RELATED DOCUMENTS ARE THE COPYRIGHT <, d<, .. , L <� _ _ �\ "' STA PED CONCRETE ;, AND MUST BE RETURNED UPON REQUEST. _ _, s \ < L . PROPERTY OF THE LANDSCAPE ARCHITECT <, .' r < \ BRI PATTERN o \ co \ : • ' <; _ `y . _ <-' — \ , , , \ \ ° ` Z \ REPRODUCTION OF DRAWINGS, CR SWALK TO p – i 20 `� \ . . . . . `' MA H EXISTING L , SPECIFICATIONS AND RELATED DOCUMENTS IN y`_• `�- - �\. L'1 \i \\ '.'.'.'. \ \ PART OR IN WHOLE IS FORBIDDEN WITHOUT <, < �" 'i \ CR 'SW WITHII� a: ...,...,..,,.,,,.,'..,:....:... \.' :N%\ �,, �\,\\ \ CI OF SEE STIAN V� vm �Q, \ THE LANDSCAPE ARCHITECTS WRITTEN .' ............ . . \ \ �\ (i ,%\\\ \ \ L . ; Z o, \ PERMISSION:' •.•.•. ..•. \''\\\ �iy \ \\i \ G7 \ . \\\ \ `�\ \\ i \ CHA USER OF..... \ \ :...............:..•.......................... • .............:. \` �, :COMMER�'E;':';':';';';' • "c' \ EXISTING ... \\\ / \ \ \ \1 \ \ • ILD.ING.-.•.................. \\ L� \ \�\\�/% �BtJ.\\ i 4: . . . \ \\ . . . . . . . . . . . . . . . . . 'tr ............................................ .\ ry 0 2��,\\ \ d :.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:...:.:...:.:.......................:....... I' .......... :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: :: ...:.:.:.:.:.:.:: ..:.:.'.'.'. ••d : < < < < < < < < < \ :,Q q \ \\\ < < << <<<<<<<< <<<<<<<< <<<<<<<< <<<<<<<< d y ......... ' <<<<< <4<<<<<S888<<<<<<<<< <<<< <<<< <<<< \< \\ \ <<<<<<<< <<<<<<<< <<<<<<<< <<<<<<<<<<<< < <<<<<<<<<<<<<<. << <<<<< <<<<<<<<< <<<<<<<<<<<<<\<<<<<<<<<<\<<<<<<\<\<<<<<<<<<< <<<<<<<< <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< \ \\\ <<<< <<<<<<<<<<<<<<<<<<<<<<<<<<<< <<<<<<<<<<<<<<4<<\<66 TURF BLOCK <<<<<<<<<<<<<<<<<<<<<< \\ \ \ < <<<<<<<<<<<<<<<<<<<<<<<<<< <<<, <<<4<<<<<<<<<<<< <\<,<\<,<<<<<<<<<<<<<<<<<<: PARKING <<<<<<<<<<<<<<<<\<\<\< 1 \\\ / \ \ <<<<<<<<<<<<<<<<<<<<<<<<<<<. AREA 2 <<<<<<<<<<<<<<<<<<<<<< p` <<<<<<\<<<<<<<<<<<<<<<<<<<<<<<<<<<< HP -3 <<<<<<<<<<<<<<<<<\<<<<< <<<<<<<<<<<<<<<<<<< NO<<< < <<< g < <\<<<<<<<<<\ <<<< <<<<<4<<<<<<<4<4<<<<<<<<<<<<<<<<<<<<<<<<<< <<<<<<<<< <<<< << 4<<<<<<<<<<<<\\<\\\\<\\<< <<< <<<< <<<<<<<<<<<<< <<<< < <<\<<<<<<< <<< << <<<<<<<<<<<<< <\ \ 'A <<<<<<<< <<<<<<4 <<<<<<<< <<<4<<< <<<<<<<< < <<<<<<<<< 9%<<< <<<<<<<<< <<<<<<<< <<< < 0 10' 20' 40' 60' / .� ,, \ \\\ \�'` <<<<�<<C <<<<<C<C C C / SCALE: 1" = 20'-0" , r a, O v pz �\ r V . O\\<��. o \ HARDSCAPE PLAN SCALE: 1 11=20'-0" i • ; ;. < < : • / DRAWN BY: WED/CAK O DRAWING #: 2008-06-30_HP_1407.1.dwg <<\< FILE #: 1407.1 < < < <<< PROPOSED TRASH <\<<<<<4<\<< ¢, ' RECEPTACLE <<<<<<<<<<<<<<<<< a., • \ DATE: 06/0112008 <<<<<<<<< ° 20' `v 3 ;<<<<\<<<<<<<<<<<<<<<<< \ I L.D.S PROJECT SCHEDULE <<<<<\<<<<<\<<<<<<<< 1 •..' ° O \ HP -2 DATE APPROVAL NOTES << 20'KX < \\ C °, 0 I <<< cit X No G{ \ I �— ....•.•...•.•. •.:•a-..:.•' o \wF , SHEET # . . \ \ \ HP- MEMORIAL PLAZA LAYOUT_ , 2 BENCH DETAIL 3 TRASH RECEPTACLE DETAIL a� a SCALE- I —10 SCALE: NTS SCALE: NTS _� C' Cf 1 - I SiteScapes SiteSca es U Q o PF: 402/421-9464 WEBSITE: www.sitescapesonline.com p PF: 402/421-9464 WEBSITE: www.sitescapesonline.com ,� N P.O. Box 22326 I P.O. Box 22326 I Q FX: 402/421-9479 E-MAIL: info@sitescapesonline.com FX: 402/421-9479 E-MAIL: info@sitescapesonline.com j Lincoln, NE 68542 Lincoln, NE 68542 INCH TOLERANCES U.O.S. THE INFORMATION CONTAINED IN THIS DRAWING IS INCH TOLERANCES U.O.S. THE INFORMATION CONTAINED IN THIS DRAWING IS ^ U X THE SOLE PROPERTY OF SITESCAPES, INC. ANY �� �rL _---�"-- � THE SOLE PROPERTY OF SITESCAPES, INC. ANY J � TITLE PRODUCT N0. REPRODUCTION IN PART OR AS A WHOLE WITHOUT TITLE PRODUCT NO. REPRODUCTION IN PART OR AS A WHOLE WITHOUT ■ U � ' CITYVIEW FRACTION— ±1/16" THE WRITTEN PERMISSION OF SITESCAPES, INC. Cl7TVIEW FRACTION— ±1/16" THE WRI�EN PERMISSION OF SITESCAPES, INC. LL BACKED BENCH CVI -1001 ANG ±1° Is PROHIBITED. TRASHRECEPTACLE I CV2-3000 ANG ±1° IS PROHIBITED. ` *Available in powder coat and DuraCoat finishes Materials List *Available in powder coat and DuraCoat finishes N aerials List L— t� 1 Seat Straps - 5/16" x 1 1/2" Steel Flat Bar 1 Vertical Straps - 5/16" x 1 1/2" Steel Flat Bar Q F-- a- 2 Support Pipes - 0 1.315" x. 133" Steel Pipe 2 Top Ring - 0 5/8" Steel Round Bar 0-- ■ 3 End Units - 1" Square Solid Steel Bar 3 Support Rings - 1/4" x 2" Steel Flat Bar cv co t 4 Surface Mount Plates - 1/4" x 1 1/2" Stainless 4 Support Bars - 1/2" x 1" Steel Flat Bar00 �— Steel Plate with 9/16" Mounting Hole 5 Surface Mount Plates - 1/4" x 1 1/2" Stainless { } Center Armrest - 1" Square Solid Steel Bar 6 Steel Plate with 9/16" Mounting Hole ,\ U -- 5 4i PROPOSED BENCHES 6 Mounted with Four 1/2" x 4-5" Stainless Steel (6) Lid - 0 24 x.075 Wall Steel Lid � � � v, C SEE DETAIL 2 Anchor Bolts (Customer Supplied) Attached to Basket with Stainless Steel C 27.72" 30.62 DIA. 0 Airline Cable di m (7) Mounted with three O 1/2" x 4"-5" Stainless Steel Anchor Bolts (Customer Supplied) (8) 32 Gallon Rigid Plastic Liner with Handles Incl. 75 MEMORIAL PLAQUE WALL - SEE DETAIL 1 ® PROPOSED TRASH TOP VIEW 2 1 TOP VIEW Q v RECEPTACLE R18' ® E SEE DETAIL 3 2 5 4 WC 00 PROPOSED�� �> STAMPED CONCRETE BOLLARD 5 HERRINGBONE PATTERN LIGHTING 3 W o, 11'1 E IT-IORIAL PLAQUE WALL DETAI.1-- 24" RADIUS PRECAST NAUTICAL THEMED MEDALLION *CUSTOM DESIGN - BOAT ITEM 3" PRECAST 5" PRECAST CAP STUCCO FINISH (INCLUDES REAR OF WALL) 2" RAISED STUCCO BAND 4' 18" X 24" PLAQUE AREAS 4" PRECAST BASE / NOTES: - CONTRACTOR IS RESPONSIBLE FOR DISASSEMBLING OF EXISTING PLAQUES AND THEIR ATTACHMENT TO MEMORIAL WALL. - CONTRACTOR TO SUBMIT METHOD OF PLAQUE ATTACHMENT TO WALL PRIOR TO WORK BEING PERFORMED. - CONTRACTOR TO PROVIDE ALL NECESSARY ENGINEERING REQUIRED TO MEET WINDLOAD & STRUCTURAL REQUIREMENTS TO OBTAIN CONSTRUCTION PERMITS. --------------------- - - - - -- 33.8872° FRONT VIEW (�)FLAG POLE • ■ DETAIL GROUND LEVEL --\\ I I I ��� LENS/MOUNTING RING -- REFLECTORNOKE ASSEMBLY FIXTURE HOUSING •.. — WIRING COMPARTMENT LIQUID -TIGHT CONDUIT SUPPLY CONDUIT CONNECTOR RIGHT SIDE VIEW 35,75 FRONT VIEW BOTTOM VIEW MOUNTING DETAIL SCALE: NTS 120V IN GROUND COMMERCIAL FLAGPOLE LIGHTING ITEM# IGCOMLGT01 HOUSING: Compression molded, fiberglass reinforced polyester composite. Color impregnated bronze composite which will not flake or peel when scratched. ROCK GUARD: None LENS RING: Compression molded composite ring. WIRING: Unit furnished with potting compound and moisture absorbing pak for moisture free installation. LENS & GASKET Clear tempered lens furnished with a high temperature silicone gasket for a watertight seal. AIMING: 15 degree angle either side of vertical rotation. 360 degree inside of housing. SOCKET: Medium base socket. LAMP: 120v PAR 38 90 watt 150 watt max. * Lighting Fixture requires installation by Certified Electrician Only WWW.AMERICANFLAGSTORE.COM 1-888-317-4594 SCALE: 1/2" = IV' 2 x 9 GA. LADDER TYPE REINFORCING EVERY OTHER COURSE (TYP.) ARCHED CAP F7 BEYOND PRECAST CAP 8" CMU 5'-10" #5 @ 24" O.C. GROUTED SOLID 2" STUCCO FINISH 3' LAP SPLICE C3 5'-10" 4'-0" 12" HOOK TYP. 3 - #5 CONT. #5 @ 16" O.C. i I (�)MXVTICAL FLAG POLE DETAIL BAL PULLEYS & HARDWARE—­� CAST ALUMINUM BRACKET YARDARM it - .L POLE SIZE: 30' HALYAR YARDARM SIZE: 6.5 DISTANCE FROM TOP: 6 3J' FINISH: Polished Aluminum STANDARD FITTINGS: BALL: #14 ga. Aluminum HALYARDS: 4 sets of #10 (5116") white waterproof polyropylene each equipped with two plated swivels to secure flag CLEATS: 4 - 9" Aluminum Cleats COLLAR, ORNAMENTAL BASE: Type FC -I 1 FOUNDATION SLEEVE AND BASE: #16 ga. Galvanized steel, with steel base plate d *SEE MANUFACTURER DETAILS FOR INTALLATION B POLISHED ALUMI FINISH FLASH COLLAR •'4' •;''4 �'; • ,�— CONSTRUCT FOOTER AS PER y ! • •' ., ` ' •?�• ; , , , MANUFACTURER'S STANDARDS •d's .t W > NTS vL ' L 1 f Z z Q LLJ W N W LL 0' 0 O 0 06 0� u Q CL W Oa LLJ W o U. caW LU CL Z LU Q °' "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." HARDSCAPE AND SITE FURNISHING DETAILS SCALE: AS NOTED DRAWN BY: WED/CAK DRAWING #: 2008-06-30_HP_1407.I.dwg FILE #: 1407.1 DATE: 06/0112008 L.D.S PROJECT SCHEDULE DATE APPROVAL 1XXXX= )DOM I NOTES I I I 1 I I I S H E E T # Elm 1ff9% 01 BOLLARD SPECIFICATIONS 42` (,07 Cm) t6" (41 Cml �-�.,WFRF BLOCKDETAII U3 TOPSOIL EDGE RESTRAINT BASE EXTENDS 121N. BEYOND GRID PERIMETER EXISTING COMPACTED SOIL SUB -GRADE HANSONPAVERPRODUCTS.COM (800)273-7084 HADCO - BOLLARD (CF73) Housing: Four (4) roof styles available either with or without a brim and a smooth or ribbed top. Cage legs are '/4-20 stainless steel rods with an external I/4" schedule 40 aluminum pipe sleeve. Head is secured to the bollard tube with three (3) 5/16"-18 stainless steel alien head set screws for easy removal for relamping. 356 HM high-strength, low -copper, proprietary cast aluminum alloy . 6" schedule 40 extruded aluminum pipe with a wall thickness of 0.281". Easy access to lamp. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure l n er life. Finish: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. Optical Assembly: Type III Refractor Bowl. Type V Refractor Bowl. Heat -resistant, low expansion borosilicate glass refractor bowl. Type V Specular Louvers. Optically designed, highly polished ALZAK© aluminum, internal louver assembly. 7" diameter, 3/16" thick U.V. stabilized, clear acrylic lens. Lamping: MH and HPS Medium base: Ell. Electrical Assembly: Key -slotted Ballast Assembly with Quick Disconnects mounted to cast aluminum bracket for easy maintenance. 4kv rated medium base porcelain socket. Nickel -plated screw shell with center contact. Ballast: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20° F or -30° C and HPS at -40°F or -40°C. Installation & Mounting: Heavy duty 3/4" cast aluminum base plate is mounted. to three (3)'/2-13 x 15" galvanized steel anchor bolts with washers and nuts on a 4-%2" bolt circle (use factory supplied template). Base of.bollard can be leveled with over and under nut. Tube is mounted to the base plate with three (3) 3/8-16 flat head allen key stainless steel tamper -proof screws. Certification: UL Listed to U.S. safety standards for wet locations. cUL Listed to Canadian safety standards for wet locations. Manufactured to ISO 9001:2000 Standards. Warranty: Three-year limited warranty. Height: 42" (107cm) Width: 16" (41cm) Bolt Circle: 4 1/2" (11 cm) Anchor Rods: internal. (3) 1/2" dia. x 15" long (1.3cm x 38 cm) Base Diameter: 6" (15cm) Max. Weight: 60 lbs Finish: Black HADCO Roof. Brim/Smooth 100 CRAFTWAY Optics: Type III Refractor Bowl LITTLESTOWN, PA 17340 Wattage: 100W MH (717)359-7131 Voltage: 240V WWW.HADCO.COM Qty: 8 CONCRETE GRID I IN. BEDDING SAND GEOTEXTILE (AS REQ.) MINIMUM OF 8 IN. COMPACTED AGGREGATE BASE ROPE RAIL DETAIL SCALE: 1" = 1'0" . u-4�� NOTES: * MAXIMUM DIMENSIONS OF CONCRETE GRID PAVING UNITS ARE 24 IN. LONG BY 24 IN. WIDE AND A MINIMUM NOMINAL THICKNESS OF 3 s IN. * THE MINIMUM REQUIRED THICKNESS OF THE WEBS BETWEEN THE OPENINGS IS I IN. * THE MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE GRID UNITS SHOULD AVERAGE 5,000 PSI (35 MPa) WITH NO INDIVIDUAL ONE LESS THAT 4,500 PSI (31 MPa). * AVERAGE WATER ABSORPTION SHOULD NOT EXCEED 10 LBS PER CUBIC FOOT * A MINIMUM OF 8 IN. OF COMPACTED AGGREGATE BASE IS RECOMMENDED FOR EMERGENCY FIRE LANDS SUPPORTING FIRE TRUCKS AND TRUCK AXLE LOADS, DEFINED BY AASHTO H2O AND HS20 AS WELL AS FOR PARKING LOTS AND DRIVEWAYS. * THICKER BASES OR THOSE STABILIZED WITH CEMENT WILL BE REQUIRED OVER A HIGH WATER TABLE, IN LOW-LYING AREAS SUBJECT TO FLOODING, OR OVER CONTINUALLY SATURATED SOILS. * FOR UNSTABILIZED AGGREGATE BASES, GEOTEXTILE IS RECOMMENDED TO SEPARATE THE COMPACTED SOIL SUBGRADE FROM BASE MATERIAL. P.T. WOOD POST W/ BEVELED TOP & BASE 3.5" DIA. OPENING W PLASTIC SLEEVE NTS 2 TURTLE -FRIENDLY BOLLARD SPECIFICATI®NS . . F1 ---- - E........................... 3" NAUTICAL ROPE W/ WEATHERPROOF TREATMENT ROPE TO BE HANG NO LESS THAN 30" FROM GRADE VARIES SPJ Lighting - Wildlife Friendly Aluminum Bollard Pathway Light (SPJ12-07) Shown: Black Painted Finish / Cast Aluminum Model: SPJ12-07 Mounting: Direct Burial Socket: Medium Base Electrical: 12V Lamp: 25W Incandescent NOTE: Compact Fluorescent may not be combined with 12V (low voltage) Shown with 36" Post. Post Size Ranging from 12" to 120" Length. Location: Outdoor Certifications: UL Housing: Brass Light Source: Compact Fluorescent, Incandescent Voltage Type: Line Voltage, Low Voltage Applications: Commercial Lighting, Residential Finish: Black Pathway Style: Bollard Warranty: Three-year limited warranty. Height: 42" (107cm) Width: 16" (41cm) Bolt Circle: 4 1/2" (1 lcm) Anchor Rods: internal. (3) 1/2" dia. x 15" long (1.3cm x 38 cm) Base Diameter: 6" (15 cm) Max. Weight: 60 lbs Qty: 25 SCALE: 1/2" = I'0" SEE POST DETAIL 3a HP -3 --�' 6"/ 3' 4' SEE POST DETAIL 0-3 8" NTS " 6 N` t�-M SCALE: I" = IV' i.. 7r4„,� � Joe' N ,o oma. 0 ODo, W N () cn LL L . C += s) o � s U N o rN. N C U� a Do a) 3 . 0E O � W 0 o •> LLJ "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION.” HARDSCAPE AND SITE FURNISHING DETAILS SCALE: NTS DRAWN BY. WED/CAK DRAWING #: 2008-06-30_HP_1407.I.dwg FILE #: 1407.1 DATE: 06/01/2008 L.D.S PROJECT SCHEDULE DATE APPROVAL XX/XxUXX XXXXX NOTES 1 1 I S H E E T ## HP -3 ti ASSOCIA T ED PHASE M 11.1 S (1f6� TF1, TF6 I- 1 6 --� Al ,jor, i 02 TF2, TF6 P2 2 6 P6 I It r 0 3 e 111 (4 f g> P4 •- TF4, TF8 4 -= -OHE- -'`x— LM LE LE EXISTING OVERHEAD ELECTRIC PROPOSED OVERHEAD ELECTRIC PROPOSED UNDERGROUND ELECTRIC SIGNAL LOO +� 8 PULL BOX e PR TTT GENERAL . THE MAINTAINING NOTES: O TE � ` INDIAN AGENCY: RIVER COUNTY TRAFFIC ENGINEERING 1801 27TH STREET VERO BEACH, FL 32960 (772) 226-1563 1. MAJOR STREET 1S 2. SPEED U.S. HIGHWAY 1 LIMITS: AND THE MINOR STREET IS U.S. HIGHWAY 1 MAIN STREET MAIN STREET - 35 MPH 3• THE EXISTING CONTROLLER - 30 MPH 4. ALL SIGNAL TIMING ASSEMBLY SHALL BE 5• CONTRACTOR SHALL BE PROVIDED USED, 7• THE SHALL HALL COORDINATE WITH F BY INDIAN RIVER COU CONTRACTOR IS TO FLORIDA POWER TTY TRAFFIC 8. NOTIFY INDIAN LIGHT FOR ENGINEERING, PHONE THE CONTRACTOR SHALL USE RIVER COU (772 COUNTY 48 HOURS PRIOR SERVICE• ) 226-1547. 9' PAY ITEM CAUTION TO RIOR TO 650-54 SHALL INCLUDE PROTECT AND THE START OF WORK. 10. PAY ITEM RELOCATING MAINTAIN EXISTING WITHIN THE IS TO UNDERGROUND HE SAME RELOCATE THE SOUTHEAaTE SIGNAL HEAD AND CONDUITS AND GENERAL LOCATION PEDESTRIAN RE -AIMING CABLES 11. PAY ITEM 635- RIAN SIGNAL TO T BOTH WEST80UND 1-1 1: EXISTING HE BACKSIDE OF T DISPL qyS TO ACCOMODATE 11: PULLBOXES EACH PULLBOX IN NEW SIDEWALK AND WILL BE REPLACED,HE PROPOSED COST OF CURB CONSTRUCTiOSIDEWALK _ 12. THE CONTRACTOR THE PULLBOX. INCLUDE BOXES MAY BE ADJUSTED ITV SHALL P COST OF CONDUIT MODIFICATIONS LOCATION AND 13• COORDINATE PROVIDE AN GRADE CONSTRUCTION AS -BUILT DEPICTING ANY NECESSARY AT SHOWN ON THIS p CHANGES TO LAN WITH MAIN STREET THE WORK. & S.R.S IMPROVEMENT PLANS BY OTHER S LOOP BID ITEM N0, TABULATION OF QUANTITIES 630-1— 12 DESCRIPTION I ONDUIT UNDERGROUND � ROUND (2 " SCH 4 (QUANTITY PULL BOX 0 GRAY) UNIT LF 247 650-54 653-4 L HEAD 13 RELOCATE SIGNAL EA I � I RELOCATE PEDESTRIANI AS 1 660-2_ 106 SIGNAL LOOP ASSEMBLY 46' I AS 2 639-1-23 131-2-1 ELECTRICAL POWERSERVICE � AS I 4 ELECTRICAL AS690-100 MISCR SERVICE WIRE 630 ABOVE REMOVAL: REMOVE EXISTING SERVLF 534 GROUND CONDUIT CE AS 1 I I LF i 40 TRAFFIC VOLUMES N►ES 635 P 77 10 4 537 21 929 OLE TABUS-�iT(Q ,153 4 195 711 23 POLE UPPER LOWER 291 � 39 38 ` 140 I,D. TO -IN TIE-IN Tp SPAN POLE UPPER LOWER LCA DETECT® 99 15 57 1235 �19 330f� 78 11 POLEOP TOPPOLEOF LENGTH Ta -IN TIE-IN TjEWER OP R 69 629 `76 35F-�J GROUND TO TO I" TYPE ROAD DEPT DETECTOR DETECT CONNECTION 15 LEVEL GROUND CROWN CLASS CROWN BELOW UNIT NO, 'OPERATIpN CONNECTED QN R 87 964 LEVEL LEVEL GROUND TO CONNECT 723 23 LEVEED I 1 I NORMA LOOP TIMING D TO 107 f z L I FUNCTION I NORMAL L4 I A,M, PEAK HOUR I XREMAINING I L8 TF4 TOT _ � f LC7(7P$ I AL 1696 I AS EXIST TF8 P.M. PEAK HOUR I I EXISTING DATE; 7/24/07 i � � I TIME, TOTAL -2316 1 I I I 8:00 AM - 9100 E 7 1 AM 24/07 DAT; / ' TIME, 4;00 PM -i I I 500 PM f I } I I • � � I i I I I \\ 1 � \ 1 RA/LROAD lygR/1///VG , ` �- SIGN 010-1) -----_—----------- ---tea .�, 41 ' \�-----------------------------_—_---- CONCRETE- Sp USH W/ROMPS WALK AND 111z:201 II I 1 5/8/08 REVISED EAST LEG I SEBASTIAN MAIN ST, ER CITY OF NO, DATE PROJECT J A, REVISIONS BY APP, NO, DATE I I I I Indian River COunty SIGIUALIZAT IoN PLAN MAIN STREET s 4 �C U ■ soCITYOF � SEBASTIAN ASSISTANT PUBLIC _ VORKS DIRECTOR REVISIONSDRAWN By, J NAME ' DATE SCALE DATE BY APP, CHECKED BY, n� coNTRACT NC] I E I DRAWING NUMBER J A , 201 05/12/08 � R ................. ............. \ ......... EX ...,. \ • \ ................... / ..:................... . ............. SOD", \.: �(/v , \ v. < \\ 16, \•`r�,\\\ \ \\ \ \\\ SOD"A" QV v !2 i \ \ \\ \ \: .................. • I • 4•1I/ r 41 NOTE: - ALL LANDSCAPED AREAS TO BE FULLY IRRIGATED WITH AN AUTOMATIC SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP MINIMUM. - ALL IRRIGATION SHALL BE DESIGNED TO AVOID SURFACE RUNOFF, OVERSPRAY OR SIMILAR CONDITIONS WHERE WATER FLOWS ONTO ADJACENT PROPERTY, NON -IRRIGATED AREAS, WALKS, ROADWAYS OR STRUCTURES. - IRRIGATION SYSTEMS SHALL USE DRIP, TRICKLE, LOW FLOW SPRINKLER HEADS OR OTHER RECOGNIZED METHOD OF LOW VOLUME, HIGH EFFICIENCY IRRIGATION AND SHALL BE DESIGNED TO APPLY WATER UNIFORMLY OVER THE IRRIGATED AREA. - EXOTIC VEGETATION TO BE HAND -CLEARED AND SPRAYED WITH APPROVED HERBICIDE. - CABBAGE PALMS NOT USED FOR TRANSPLANTING AS PER PLAN THAT ARE IN THE WAY OF CONSTRUCTION TO BE TRANSPLANTED ADJACENT TO INDIAN RIVER DRIVE. QUANTITIES TO BE VERIFIED BY LANDSCAPE CONTRACTOR. LOCATIONS TO BE DETERMINED BY CITY OF SEBASTIAN AND LANDSCAPE ARCHITECT. SEE SHEET LP -3 FOR — MEMORIAL LANDSCAPING 0 SOD"An EXISTING PALMS TO REMAIN - TYP. PROPOSED LIGHT `POLE - TYP. v — SEE SHEET FORREARAD DETAIL MEAN HIGH WATER LINE \ WETLAND LINE \20' \ PROPOSED ROPE/RAIL FENCE - TYP. N 0 10' 20' 40' 60' \ SCALE: I" = 20'-0" N C oN �. o M Lo o - -F - M M V LL p Uso Lo Q �X U V„ m a Q a- F— N 00 ob Ucn , a)o� Lo �V) o •c: U W N "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." SCALE: 1 "=20' DRAWN BY: WED/CAK DRAWING #: 2008-06-12_LP_ 1407. I .dwg FILE #: 1407.1 DATE: 04/21/2008 L.D.S PROJECT SCHEDULE DATE APPROVAL NOTES 1 06/02JOB C.O.S. I COMMENTS 1 I 1 I i I 1 � 1 S H E E T # LP - 1 D ANN 120 SCH � 75 EUP —s ♦ SP 86 14' O.A.H., M ti ♦ ' PEN V 18 6 PER BED , 1tlM _ i ' ve\ IVA �y� ltl•..-- M < \� <; < • . �\ \ \``� \ D < V \ ....\ \ 41 \ �\ � \` \\ i V. <\\ \ \< .. 4\\\ '' ... \ <\\\ 0\ \ \ r, 4' j\\ ......................................... \ \\\ \ 4 \\ .'.................................................. NOTE: - ALL LANDSCAPED AREAS TO BE FULLY IRRIGATED WITH AN AUTOMATIC SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP MINIMUM. - ALL IRRIGATION SHALL BE DESIGNED TO AVOID SURFACE RUNOFF, OVERSPRAY OR SIMILAR CONDITIONS WHERE WATER FLOWS ONTO ADJACENT PROPERTY, NON -IRRIGATED AREAS, WALKS, ROADWAYS OR STRUCTURES. - IRRIGATION SYSTEMS SHALL USE DRIP, TRICKLE, LOW FLOW SPRINKLER HEADS OR OTHER RECOGNIZED METHOD OF LOW VOLUME, HIGH EFFICIENCY IRRIGATION AND SHALL BE DESIGNED TO APPLY WATER UNIFORMLY OVER THE IRRIGATED AREA. - EXOTIC VEGETATION TO BE HAND -CLEARED AND SPRAYED WITH APPROVED HERBICIDE. - CABBAGE PALMS NOT USED FOR TRANSPLANTING AS PER.PLAN THAT ARE IN THE WAY OF CONSTRUCTION TO BE TRANSPLANTED ADJACENT TO INDIAN RIVER DRIVE. QUANTITIES TO BE VERIFIED BY LANDSCAPE CONTRACTOR. LOCATIONS TO BE DETERMINED BY CITY OF SEBASTIAN AND LANDSCAPE ARCHITECT. WF -- PAVILLIONS If. PROPOSED BOLLARD LIGHTS - TYP. PROPOSED TRASH RECEPTACLE - TYP. Q� EXISTING PALMS TO REMAIN - TYP. � O :+— O c— U N v� 1_ u N rn vi U � N J c� U N vu0*0 c: � O C� fD W N N O O m LO co 00 J d. -�o u7 N x m a C LL G • 0 O Lo �00 �r, O Lo �c a C) N m a c m U 1, WF -6 Il DRAWN BY: ,ALL DRAWINGS, SPECIFICATIONS AND �r \ RELATED DOCUMENTS ARE THE COPYRIGHT FILE #: PROPERTY OF THE LANDSCAPE ARCHITECT WF -4 AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." =3 0 10' 20' 40' 60' SCALE: I" = 20'-0" SCALE: Il DRAWN BY: WED/CAK DRAWING #: 2008-06-12—LP-1407.I.dwg FILE #: 1407.1 DATE: 04/21/2008 L.D.S PROJECT SCHEDULE DATE APPROVAL NOTES 06/02108 C.O.S. COMMENTS S H E E T # NOTE: - ALL LANDSCAPED AREAS TO BE FULLY IRRIGATED WITH AN AUTOMATIC SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP MINIMUM. - ALL IRRIGATION SHALL BE DESIGNED TO AVOID SURFACE RUNOFF, OVERSPRAY OR SIMILAR CONDITIONS WHERE WATER FLOWS ONTO ADJACENT PROPERTY, NON -IRRIGATED AREAS, WALKS, ROADWAYS OR STRUCTURES. - IRRIGATION SYSTEMS SHALL USE DRIP, TRICKLE, LOW FLOW SPRINKLER HEADS OR OTHER RECOGNIZED METHOD OF LOW VOLUME, HIGH EFFICIENCY IRRIGATION AND SHALL BE DESIGNED TO APPLY WATER UNIFORMLY OVER THE IRRIGATED AREA. - EXOTIC VEGETATION TO BE HAND -CLEARED AND SPRAYED WITH APPROVED HERBICIDE. - CABBAGE PALMS NOT USED FOR TRANSPLANTING AS PER PLAN THAT ARE IN THE WAY OF CONSTRUCTION TO BE TRANSPLANTED ADJACENT TO INDIAN RIVER DRIVE. QUANTITIES TO BE VERIFIED BY LANDSCAPE CONTRACTOR. LOCATIONS TO BE DETERMINED BY CITY OF SEBASTIAN AND LANDSCAPE ARCHITECT. U Lo � X Q; O a0 U- E • aLo o }- OOP N 00 e � Otr? N Cc: N _c Q 'v 0 a� a c Q) U 0 4' 8' 16' 24' S C A L E: 1/8" = I'-0" Z Q �W "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." AIL SCALE: 1/8"= 11-011 W WED/CAK > 2008-06-12_LP_1407.I.dwg FILE #: V) F - Z 04/21/2008 Q� ,Z o Z > SHEET 0 od Q� CL w� W— Oro W F > V) zo a 0 4' 8' 16' 24' S C A L E: 1/8" = I'-0" Z Q �W "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." AIL SCALE: 1/8"= 11-011 DRAWN BY: WED/CAK DRAWING #: 2008-06-12_LP_1407.I.dwg FILE #: 1407.1 DATE: 04/21/2008 L.D.S PROJECT SCHEDULE DATE APPROVAL NOTES 06/02/08 I I I 1 I i I C.O.S. COMMENTS I I I I SHEET # PALM PLANTING DETAIL N NOTE: For sabals, tie branches together with twine Wire or metal band Burlap wrap 3 Blocked braces of new, clear lumber to support all clear trunk palms (use 20d nails) Bermed saucer with 3" layer of Melaleuca mulch (extended beyond _ berm) (� �--- Finished grade Wood stake in suitable size & length to hold braces. Sand and peat moss mixture- 1:1 ratio 3" Shredded Melaleuca mulch. 3" Tree well - (earth berm) ILII _ I Remove burlap from (I I I —III I I top 1/3 of rootball. Raise base of rootball III— 6" I" above existing (I I III^ ground level. Approved soil mix (check with Land- scape Ll Architect for proper mix.) SHRUB PLANTING DETAIL NTS. -111 III 1/2 A - A - 1/2 A TREE P NTS. 6" O.C. 5.2" 8" O.C. 6.93" 10" O.C. 8.66" 12" O.C. 10.4" 18" O.C. 15.6" 24" O.C. 20.8" 30" O.C. 26.0" 36" O.C. 31.2" 48" O.C. 41.6" Never cut terminal leader Note: Thin branches & foliage as directed by Landscape Architect. 6 Strand gale. wire encased in 3/4" round rubber hose. Locate above first lateral branch 4" Galy. turnbuckle with 6 strand gale. guy wire. (3 guys/tree) 3" shredded Melaleuca mulch 3" tree well (earth berm) Remove burlap from top 1/3 of rootball. Raise rootball 2" above existing soil. 2"x 2"x 30" hardwood stake Approved soil mix (check with Landscape Architect for mix) PLANT SPACING CHART O O 0 0 D„ D++ All 7 ID If 0 0 O O r_- 0 0 Notes: Remove existing vegetation at direction of Landscape Architect. See plant schedule for plant type, size, and spacing. Substitution of plant species is at the discretion of the Landscape Architect only. 3" of shredded Melaleuca mulch placed between plants above existing soil level. 2" of 1/4" mulch pla- ced on top of tilled soil. Till 2"-4" into previously tilled soil. Level to finish grade ^III III I III I I III I (I III ( by hand raking. f I III III 1:1 —IF III III III III I I Till soil to a minimum depth of 4" below existing soil level. G RO U COVER DETAIL Existing Soil. WATER/SEWER SERVICE CONCRETE SIDEWALK "" J• + Qa. a 5 MIN. SEPARATIORJ .a . a a ��, RIESmom) ROOTBARRIER 5' i MIN. FROM BACK VH ' = WATER/SEWER SERVICE OF CURB TO >� �- CENTER OF TREE < 2'F TY�t CURB — 7.5' T ` EDGE OF PAVEMENT *IF A TREE IS INSTALLED WITH LESS THAN 10' OF SEPARATION FROM A WATER MAIN OR SERVICE AND/OR A SEWER MAIN OR SERVICE, THE CONTRACTOR SHALL INSTALL A ROOT BARRIER. THE BARRIER SHALL BE 15' IN LENGTH CENTERED ON THE TRUNK AND INSTALLED PARALLEL TO THE UTILITY WITH A MINIMUM 5' HORIZONTAL SEPARTION. ROOT BARRIER DETAIL NTS. —8 42" Min. ` M �s Fffel OVERALL LANDSCAPE SCHEDULE / CANOPY TREE � 1 11141-4 FINISHED GRADE NATIVE QTY CODE BOTANICAL NAME COMMON NAME B&B, 8' Ht.. x 8' Spr., multi -trunk. B&B, 8' Ht.. x TREES B&B, 18' Ht.. x 10' Spr., 8' ct. * 6 IC Ilex cassine Dahoon Holly 2 IL Ilex attentuata "East Palatka" East Palatka Holly 4 LJ Ligustrum japonicum Wax Privet * 5 QV Quercus virginiana Live Oak * I QV I Quercus virginiana Live Oak 3 MG Magnolia grandiflora "Little Gem" Little Gem Magnolia PALMS * 21 SP Sabal palmetto Cabbage Palm * 14 SP -T Sabal palmetto Cabbage Palm 4 VM2 Veitchia montgomeryana Montgomery Palm ACCENTS 3 COR Cordyline Terminalis "Red Sister" Ti Plant 4 ZAM Zamia maritima Cardboard Plant SHRUBS 19 ALZ Alpinia zerumbet'Variegata' Variegated Shell Ginger * 123 CHR Chrysobalanus icaco'Red Tip' Red Tip Cocoplum * 226 CHY Chrysobalanus icaco 'Red Tip' Red Tip Cocoplum WATER & OR SEWER PIPE 15' 67 * 114 48 31 180 * 190 505 172 85 84 207 86 25 B&B, 8' Ht.. x 4' Spr., 5' ct., 1.5" dbh. B&B, 8' Ht.. x 8' Spr., strong columnar form, full to ground B&B, 8' Ht.. x 8' Spr., multi -trunk. B&B, 8' Ht.. x 4' Spr., 5' ct., 1.5" dbh. B&B, 18' Ht.. x 10' Spr., 8' ct. B&B, 8' Ht.. x 4' Spr., 5' ct., 1.5" dbh. B&B, see plan for o.a.h., booted transplanted from site. B&B, 12' -16' o.a.h., Full, Triple -trunk #7, 3' OA Ht., 3 plants/pot, Shade Grown #7, Tx 3', Full #3, 24" x 24", 24" OC., Full 36" x 24", 24" OC., Full 48" x 24", 30" OC., Full O�N O T O -s--- "�'_ � CPO, U Np10 U Lo U N CO i E• Q 75o M�r Q 3 N . U N ol.0 m m O �0 (,1 0 'E a WO 0 o C O c •� U W o N FIC Ficus "Green Island" Green Island Ficus #3, 18" x 18", 24" OC., Full IVN Ilex vomitoria "Stokes Dwarf' Dwarf Yaupon Holly #3, 18" x 18", 18" OC., Full IXO Ixora "Nora Grant" Ixora #3, 24" x 24", 24" OC., Full W 7 RAP Rhaphiolepis indica Indian Hawthorn #3, 24" x 24", 24" OC., Full L SCH Schefflera arboricola 'Trinette' White Variegated Arboricola #3, 24" x 24", 24" OC., Full SBA Spartina bakeri Sand Cordgrass #3, 24" x 24", 30" OC., Full GROUNDCOVERS „ z t/1 ANN Annuals Annuals by Season 4 pots, Full z Q EUP Euphorbia milli "Rosy Red" Dwarf Crown of Thorns #1, 10" - 12" HT., Full, 12" O.C. W m PEN Pentas lanceolata " New Look Pink" Pink Pentas #1, 10" - 12" HT., Full, 12" O.C., Uj alternate colors within beds (/) PEN Pentas lanceolata " New Look Violet" Purple Pentas #l, 10" - 12" HT., Full, 12" O.C., W IL 0 alternate colors within beds Q 0C OPH Ophiopogon japonicus "Nanus" Dwarf Mondo Grass #l, 6" - 8" Spr., Full, 12" O.C. Z > O O LIR Liriope muscari "Evergreen Giant" Giant Lily Turf #1, 10" - 12" HT., Full, 12" O.C. 0 . J ZAP Zamia pumila Coontie #I, 10" - 12" HT., Full, 12" O.C. s� cod r z U SOD "A" Stenotaphrum secundatum St. Augustine 'Floritam' Solid Sod, Sq. Ft. to be Q determined by land. contractor . _ SOD "B" Paspalum notadum Bahia Solid Sod, Sq. Ft. to be W 0 Q determined by land. contractor ,,, Notes -In case of quantity discrepancies plan takes precedence over plant list.W LL W -Landscape contractor to contact Landscape Architect (LA) if material is not available as specified in plans. � 0 -Landscape Contractor (LC) responsible for verification of all quantities prior to bidding. -Removal of existing vegetation is responsibility of Landscape Contractor (LC). >-Relocation of existing vegetation is responsibility of LC. See Landscape Architect (LA) for planting instructions and locations. Uj -The height of trees may have to be larger in order to achieve min. Caliper size. or any clear trunk specifications. 0� Q Z ® 0. W CL vb "BIO -BARRIER" OR "DEEP ROOT" U134-2, UB48-2 F] o1111=1 C3N - I I Fencing With Flagging. The Barricade Shall Be Placed So As To Emcompass The Critical Protection Zone (CPZ) �r---- B Boundary A=Inches Diameter 4.5' Above Grade Of Protected Tree B=Critical Protection Zone (CPZ) That area Surrounding A Tree Within A Circle Described By A Radius Of One Foot For Each Inch Of The Tree's Diameter At 4.5' Above Grade All roots outside the protective barricade to be removed during construction shall be severed clean. TREE PROTECTION DETAIL NTS. * THIS DETAIL APPLIES TO ALL TREES THAT WILL REMAIN OR BE RELOCATED ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." LANDSCAPE SCHEDULE AND DETAILS SCALE: NTS DRAWN BY: WED/CAK DRAWING #: 2008-06-12_LP_ 1407. I .dwg FILE #: 1407.1 DATE: 04/21/2008 L.D.S PROJECT SCHEDULE DATE APPROVAL NOTES 06/02/08 C.O.S. COMMENTS I I I I I I S H E E T # SITE ELECTRICAL PLAN VIEW 1"=500' ONAL SYMBOL LEGEND SYMBOL. I DESCRIPTION (NOT ALL SYMBOLS WILL APPLY TO THIS PROJECT) ® CEILING JUNCTION Box FQ) WALL JUNCTION Box 2 DUPLEX RECEPTACLE OUTLET ® SINGLE RECEPTACLE OUTLET :3s 13.11 DOUBLE DUPLEX RECEPTACLE OUTLET GMGROUND FAULT CIRCUIT INTERRUPTER WP DUPLEX OUTLET WITH WEATHERPROOF COVER 40/60 SPLIT WIRED DUPLEX RECEPTACLE 7G DUPLEX ISOLATED GROUND SPECIAL. PURPOSE OUTLET — USE SUBSCRIPT TO IDENTIFY TYPE IN SPECS FLOOR RECEPTACLE OUTLET =@A USE SUBSCRIPT TO IDENTIFY /V 2 TYPE IN SPEW qpDUPLEX RECEPTACLE OUTLET A USE SUBSCRIPT TO IDENTIFY TYPE IN SPECS a SINGLE POLE swmw — USE SUBSCRIPT TO DESIGNATE O CONTROL OF PARTICULAR OUTLETS $2 DOUBLE POLE swmcH $3 THREE—WAY SWITCH $4 FOUR—WAY SWITCH $ WEATHERPROOF SWITCH $K KEY OPERATED SWTTCH $D DIMMER SWITCH $LV LOW VOLTAGE SWITCH WITH R—XX COIL DESIGNATOR $0 GANG MOUNTED OCCUPANCY SENSOR SYMBOL I DESCRIPTION HOMERUN—GROUND CONDUIT —GROUND PHASE SWITCHED NEUTRAL ISOLATED GROUND NOTES RELOCATE EXISTING HOFFMAN 1 ENCLOSURE TO P2 LOCATI❑N SEE DETAIL FOR INSTALLATION 2 AND OF EQUIPMENT IN HOFFMAN ENCLOSURES AND MOUNTING OF STRUCTURE. INSTALL LIGHTING CONTACTOR 3 PANEL IN ENCLOSURE AND WIRE PER DETAIL DRAWING, ONLY RUN CONDUIT TO FUTURE 4 BATHROOM, INSTALL IN JUNCTION BOX. INSTALL PULL STRING AND WAX SEAL, RELOCATE EXISTING MARKED 5 LIGHT FIXTURES TO NEW L❑CATIONS. (SEE LIGHITNG SCHEDULE) ALL CONDUITS FROM UNTILITY 6 POWER TO LOADS ARE TO BE INSTALLED UNDERGROUND, INSTALL LV TRANSFORMER IN 7 ENLCOSURE AND PLUG INT❑ RECEPTACLE, HARDWIRE OUT TO LIGHT FIXTURES WIRING METHODS & MATERIALS THE NATIONAL AND LOCAL ELECTRIC AND BUILDING CODES, AND THE ELECTRICAL REQUIREMENTS AS ESTABLISHED BY THE STATE AND LOCAL FIRE MARSHAL, AND RULES AND REGULATIONS OF THE POWER COMPANY SERVING THE PROJECT, ARE HEREBY MADE PART OF THIS SPECIFICATION. SHOULD ANY CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT. EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHT AND POWER FROM THE POINT OF SERVICE OF THE POWER COMPANY TO AND THROUGH THE MAIN SERVICE DISCONNECT, DISTRIBUTION PANELS, AND BRANCH PANELS. INCLUDING ALL OUTLETS, DEVICES AND EQUIPMENT FURNISHED BY OTHERS AS MAY BE REQUIRED. UNTIL WORK IS COMPLETE, COST OF ALL POWER CONSUMED DURING CONSTRUCTION SHALL BE PAID BY THE PARTY DESIGNATED BY THE PRIME CONTRACTOR. CONTRACTOR MUST COORDINATE WITH UTILITY FOR INSTALLATION OF METER. PROVIDE AND MAINTAIN A CLEAR WORKING SPACE ABOUT ELECTRIC. EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 110.26 AND 110.34. AND TO BE PROPERLY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. PROVIDE CIRCUIT BREAKERS WITH UL LISTED INTERRUPTING RATING (RMS SYMMETRICAL AMPERES) GREATER THAN THE AVAILABLE FAULT CURRENT SHOWN ON THE ELECTRICAL ONE—LINE DIAGRAM. ALL SUB—FEED BREAKERS ALLOWED TO BE SERIES RATED AT 10KA BOND RACEWAYS AND THE FRAMES AND ENCLOSURES OF MOTORS, BREAKERS, SWITCHES, AND OTHER ELECTRICAL EQUIPMENT TO THE BUILDING GROUNDING SYSTEM. INSTALL AN INSULATED EQUIPMENT GROUND CONDUCTOR IN EACH RACEWAY OR CONDUIT. ONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION OF TELEPHONE SYSTEM INCLUDING RACEWAYS, CABINETS, PULL BOXES AND OUTLETS. IDENTIFY NEW BRANCH CIRCUITS AT THE PANEL AND AT THE LOAD OUTLET, RECEPTACLE AND SWITCH. IDENTIFY THE PURPOSE OF INDIVIDUAL CIRCUIT BREAKERS, SAFETY SWITCHES AND MOTOR STARTERS BY MEANS OF NAMEPLATES AS INDICATED. ROUTE CONDUITS TO SUIT EQUIPMENT AND BUILDING STRUCTURE. CONDUIT FOR ABOVE GRADE SHALL BE "IMC", "RMC" OR "EMT". LIMIT THE USE OF ELECTRICAL METALLIC TUBING (EMT) TO AREAS WHERE IT WILL NOT BE SUBJECT TO PHYSICAL DAMAGE OR CORROSION. USE INTERMEDIATE METAL CONDUIT (IMC) OR RIGID METAL CONDUIT (RMC) FOR WORK EMBEDDED IN CONCRETE OR EXPOSED TO PHYSICAL DAMAGE. USE MINIMUM 3/4 INCH CONDUIT EXCEPT AS FOLLOWS: 1/2" CONDUIT MAY BE USED FOR 20 AMP GENERAL LIGHT AND POWER CIRCUITS AND FOR CONTROL CIRCUITS; 3/8" FLEXIBLE METAL CONDUIT MAY BE USED TO CONNECT LIGHT FIXTURES IN SUSPENDED CEILINGS. USE LIQUID—TIGHT FLEXIBLE METAL CONDUIT FOR FLEXIBLE CONNECTIONS TO EQUIPMENT IN MECHANICAL ROOMS OR OUTDOORS. MC CABLE MAY BE USED FROM "J—BOXES" IN CEILING TO SWITCHES AND RECEPTACLES. SEAL AROUND CONDUIT PENETRATIONS THROUGH INTERIOR WALLS AND FLOORS SEPARATING AREAS TO RESTORE SEAL PENETRATIONS THROUGH ROOF AND EXTERIOR WALLS TO MAKE WATERPROOF. REQUEST INSPECTION OF FIRE SEALS BY ELECTRICAL INSPECTOR FROM AUTHORITY HAVING JURISDICTION BEFORE AND AFTER PLACEMENT OF FIRE SEAL MATERIALS. USE 12 AWG OR LARGER CONDUCTORS FOR POWER WIRING. USE 14 AWG STRANDED CONDUCTORS FOR CONTROL WIRING UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS. USE ONLY COPPER CONDUCTORS ON CIRCUITS 600V AND LESS. CONDUCTORS 10 AWG AND SMALLER SHALL BE SOLID AND 8 AWG AND LARGER AWG SHALL BE STRANDED. PROVIDE TYPE THHN/THWN WIRE INSULATION; XHHW INSULATION MAY BE USED FOR 1 AWG AND LARGER. USE THE FOLLOWING CONDUCTOR COLOR CODES: 208Y/120 VOLT 480Y 277 VOLT PHASE A BLACK BROWN PHASE B RED ORANGE PHASE C BLUE YELLOW NEUTRAL WHITE GRAY EQUIP. GROUND GREEN GREEN ISOLATED GROUND SHALL BE GREEN WITH YELLOW TRACER. ARRANGE CONNECTIONS FOR SINGLE PHASE CIRCUITS TO ACHIEVE THREE PHASE LOAD BALANCE WITHIN 20% OF THE AVERAGE PHASE LOAD CURRENT. TEST CONDUCTORS FOR CONTINUITY AND FREEDOM FROM SHORTS AND UNINTENTIONAL GROUNDS. KEEP JOB SITE IN AN ORDERLY CONDITION AND AT PROJECT COMPLETION, REMOVE ALL WASTE. IF DIRECTED BY THE ARCHITECT, THE CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON DRAWINGS OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE FURNISHED, DELIVERED AND INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. WITH SUBMISSION OF BID, THE ELECTRICAL CONTRACTOR SHALL GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS OR APPARATUS BELIEVED INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES; AND ANY NECESSARY ITEMS OR WORK OMITTED. IN THE ABSENCE OF SUCH WRITTEN NOTICE, IT IS MUTUALLY AGREED THE CONTRACTOR HAS INCLUDED THE COST OF ALL REQUIRED ITEMS IN HIS PROPOSAL, AND THAT HE WILL BE RESPONSIBLE FOR THE APPROVED SATISFACTORY FUNCTIONING OF THE ENTIRE SYSTEM WITHOUT EXTRA COMPENSATION. NOTE: TO THE BEST OF THE ENGINEERS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 2004 FLORIDA BUILDING CODE Albert B Jenks, Jr. PE# 65050 (FBC), 2006 SUPPLEMENT FBC, 2005 NEC, AND THE FLORIDA FIRE PREVENTION CODE (1ST EDITION) REVISIONS DATE TITLE DRAWN ABJ CITY OF SEBASTIAN CHECKED ABJ INDIAN RIVER DATE 106/09/08 DPI\/FL DWG N❑.06192008ABJ1 SCALEINONE I SHEETE-1 ❑F3 ETREASURE COAST NGINEERING Your Electrical Design Consultant Treasure Coast Engineering, Inc. CA# 27181 4925 13th Lane, Vero Beach, FL 32966 772-567-1007 www.tce.eng.pro SWITCHBOARD. POWER PANELBQARD LP_XX LK*fnNG PANEL90ARD TF TRANSFORMER ,—, I NON—FUSIBLE SAFETY SWITCH :3s 13.11 (NUMBER INDICATES SWITCH SIZE) FUSED SAFETY SWITCH (NUMBERS INDICATE FUSE/SWITCH SIZES) 40/60 COMBINATION MAGNETIC STARTER 20 AND CIRCUIT BREAKER 2 — INDICATES NEMA STARTER SIZE 20 — INDICATES CIRCUIT BREAKER TRIP MAGNETIC STARTER /V 2 MOTOR (NUMBER INDICATES HP) nos. OCCUPANCY SENSING SWITCH PC. PHOTOCELL REMOTE CONTROL SWITCH 6 POLE. 30 AMPS O CEILING MOUNTED LUMINAIRE 9 WALL MOUNTED LUMINAIRE qk SINGLE OR DOUBLE WALL MOUNT FLOOD HOMERUN—GROUND CONDUIT —GROUND PHASE SWITCHED NEUTRAL ISOLATED GROUND NOTES RELOCATE EXISTING HOFFMAN 1 ENCLOSURE TO P2 LOCATI❑N SEE DETAIL FOR INSTALLATION 2 AND OF EQUIPMENT IN HOFFMAN ENCLOSURES AND MOUNTING OF STRUCTURE. INSTALL LIGHTING CONTACTOR 3 PANEL IN ENCLOSURE AND WIRE PER DETAIL DRAWING, ONLY RUN CONDUIT TO FUTURE 4 BATHROOM, INSTALL IN JUNCTION BOX. INSTALL PULL STRING AND WAX SEAL, RELOCATE EXISTING MARKED 5 LIGHT FIXTURES TO NEW L❑CATIONS. (SEE LIGHITNG SCHEDULE) ALL CONDUITS FROM UNTILITY 6 POWER TO LOADS ARE TO BE INSTALLED UNDERGROUND, INSTALL LV TRANSFORMER IN 7 ENLCOSURE AND PLUG INT❑ RECEPTACLE, HARDWIRE OUT TO LIGHT FIXTURES WIRING METHODS & MATERIALS THE NATIONAL AND LOCAL ELECTRIC AND BUILDING CODES, AND THE ELECTRICAL REQUIREMENTS AS ESTABLISHED BY THE STATE AND LOCAL FIRE MARSHAL, AND RULES AND REGULATIONS OF THE POWER COMPANY SERVING THE PROJECT, ARE HEREBY MADE PART OF THIS SPECIFICATION. SHOULD ANY CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT. EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHT AND POWER FROM THE POINT OF SERVICE OF THE POWER COMPANY TO AND THROUGH THE MAIN SERVICE DISCONNECT, DISTRIBUTION PANELS, AND BRANCH PANELS. INCLUDING ALL OUTLETS, DEVICES AND EQUIPMENT FURNISHED BY OTHERS AS MAY BE REQUIRED. UNTIL WORK IS COMPLETE, COST OF ALL POWER CONSUMED DURING CONSTRUCTION SHALL BE PAID BY THE PARTY DESIGNATED BY THE PRIME CONTRACTOR. CONTRACTOR MUST COORDINATE WITH UTILITY FOR INSTALLATION OF METER. PROVIDE AND MAINTAIN A CLEAR WORKING SPACE ABOUT ELECTRIC. EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 110.26 AND 110.34. AND TO BE PROPERLY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. PROVIDE CIRCUIT BREAKERS WITH UL LISTED INTERRUPTING RATING (RMS SYMMETRICAL AMPERES) GREATER THAN THE AVAILABLE FAULT CURRENT SHOWN ON THE ELECTRICAL ONE—LINE DIAGRAM. ALL SUB—FEED BREAKERS ALLOWED TO BE SERIES RATED AT 10KA BOND RACEWAYS AND THE FRAMES AND ENCLOSURES OF MOTORS, BREAKERS, SWITCHES, AND OTHER ELECTRICAL EQUIPMENT TO THE BUILDING GROUNDING SYSTEM. INSTALL AN INSULATED EQUIPMENT GROUND CONDUCTOR IN EACH RACEWAY OR CONDUIT. ONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION OF TELEPHONE SYSTEM INCLUDING RACEWAYS, CABINETS, PULL BOXES AND OUTLETS. IDENTIFY NEW BRANCH CIRCUITS AT THE PANEL AND AT THE LOAD OUTLET, RECEPTACLE AND SWITCH. IDENTIFY THE PURPOSE OF INDIVIDUAL CIRCUIT BREAKERS, SAFETY SWITCHES AND MOTOR STARTERS BY MEANS OF NAMEPLATES AS INDICATED. ROUTE CONDUITS TO SUIT EQUIPMENT AND BUILDING STRUCTURE. CONDUIT FOR ABOVE GRADE SHALL BE "IMC", "RMC" OR "EMT". LIMIT THE USE OF ELECTRICAL METALLIC TUBING (EMT) TO AREAS WHERE IT WILL NOT BE SUBJECT TO PHYSICAL DAMAGE OR CORROSION. USE INTERMEDIATE METAL CONDUIT (IMC) OR RIGID METAL CONDUIT (RMC) FOR WORK EMBEDDED IN CONCRETE OR EXPOSED TO PHYSICAL DAMAGE. USE MINIMUM 3/4 INCH CONDUIT EXCEPT AS FOLLOWS: 1/2" CONDUIT MAY BE USED FOR 20 AMP GENERAL LIGHT AND POWER CIRCUITS AND FOR CONTROL CIRCUITS; 3/8" FLEXIBLE METAL CONDUIT MAY BE USED TO CONNECT LIGHT FIXTURES IN SUSPENDED CEILINGS. USE LIQUID—TIGHT FLEXIBLE METAL CONDUIT FOR FLEXIBLE CONNECTIONS TO EQUIPMENT IN MECHANICAL ROOMS OR OUTDOORS. MC CABLE MAY BE USED FROM "J—BOXES" IN CEILING TO SWITCHES AND RECEPTACLES. SEAL AROUND CONDUIT PENETRATIONS THROUGH INTERIOR WALLS AND FLOORS SEPARATING AREAS TO RESTORE SEAL PENETRATIONS THROUGH ROOF AND EXTERIOR WALLS TO MAKE WATERPROOF. REQUEST INSPECTION OF FIRE SEALS BY ELECTRICAL INSPECTOR FROM AUTHORITY HAVING JURISDICTION BEFORE AND AFTER PLACEMENT OF FIRE SEAL MATERIALS. USE 12 AWG OR LARGER CONDUCTORS FOR POWER WIRING. USE 14 AWG STRANDED CONDUCTORS FOR CONTROL WIRING UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS. USE ONLY COPPER CONDUCTORS ON CIRCUITS 600V AND LESS. CONDUCTORS 10 AWG AND SMALLER SHALL BE SOLID AND 8 AWG AND LARGER AWG SHALL BE STRANDED. PROVIDE TYPE THHN/THWN WIRE INSULATION; XHHW INSULATION MAY BE USED FOR 1 AWG AND LARGER. USE THE FOLLOWING CONDUCTOR COLOR CODES: 208Y/120 VOLT 480Y 277 VOLT PHASE A BLACK BROWN PHASE B RED ORANGE PHASE C BLUE YELLOW NEUTRAL WHITE GRAY EQUIP. GROUND GREEN GREEN ISOLATED GROUND SHALL BE GREEN WITH YELLOW TRACER. ARRANGE CONNECTIONS FOR SINGLE PHASE CIRCUITS TO ACHIEVE THREE PHASE LOAD BALANCE WITHIN 20% OF THE AVERAGE PHASE LOAD CURRENT. TEST CONDUCTORS FOR CONTINUITY AND FREEDOM FROM SHORTS AND UNINTENTIONAL GROUNDS. KEEP JOB SITE IN AN ORDERLY CONDITION AND AT PROJECT COMPLETION, REMOVE ALL WASTE. IF DIRECTED BY THE ARCHITECT, THE CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON DRAWINGS OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE FURNISHED, DELIVERED AND INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. WITH SUBMISSION OF BID, THE ELECTRICAL CONTRACTOR SHALL GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS OR APPARATUS BELIEVED INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES; AND ANY NECESSARY ITEMS OR WORK OMITTED. IN THE ABSENCE OF SUCH WRITTEN NOTICE, IT IS MUTUALLY AGREED THE CONTRACTOR HAS INCLUDED THE COST OF ALL REQUIRED ITEMS IN HIS PROPOSAL, AND THAT HE WILL BE RESPONSIBLE FOR THE APPROVED SATISFACTORY FUNCTIONING OF THE ENTIRE SYSTEM WITHOUT EXTRA COMPENSATION. NOTE: TO THE BEST OF THE ENGINEERS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 2004 FLORIDA BUILDING CODE Albert B Jenks, Jr. PE# 65050 (FBC), 2006 SUPPLEMENT FBC, 2005 NEC, AND THE FLORIDA FIRE PREVENTION CODE (1ST EDITION) REVISIONS DATE TITLE DRAWN ABJ CITY OF SEBASTIAN CHECKED ABJ INDIAN RIVER DATE 106/09/08 DPI\/FL DWG N❑.06192008ABJ1 SCALEINONE I SHEETE-1 ❑F3 ETREASURE COAST NGINEERING Your Electrical Design Consultant Treasure Coast Engineering, Inc. CA# 27181 4925 13th Lane, Vero Beach, FL 32966 772-567-1007 www.tce.eng.pro LUMINAIRE SCHEDULE CALLOUT SYMBOL I LAMP I A (1) 100W MH 0 D E F C (1) 9OW PAR38 (1) 3W 0 DESCRIPTION (1) 150W HPS MOUNTING (1) 150W HPS INPUT (1) 150W HPS ROOM 2W VOLTS (1) CFL DESCRIPTION BALLAST MOUNTING MODEL INPUT SHORT ROOM 2W VOLTS WATTS HADCO 42" PEDESTRIAN BOLLARD LIGHT ELECTRONIC SEE PEDESTRIAN CF73 105 240/120V 240/120 BOLLARD LIGHT ® 2P 3W 2P NOTE HADCO TSS644-15 DETAILS EQUAL, SET TAP AT 15V, 240/120V WWW.AMERICANFLAGSTORE.COM FLAGPOLE MAGNETIC SEE FLAGPOLE IGCOMLGTO1 150 UPLIGHT UPLIGHT DETAIL ® 240V 3P SPJ LIGHTING TURTLE PROTECTION 42" ELECTRONIC SEE PEDESTRIAN SPECIAL- 5 PEDESTRIAN BOLLARD LIGHT 2 LIGHTING BOLLARD LIGHT SPJ12-07-RAW BRASS 240V 3P 240V 3P 240 DETAILS KVA BY PHASE 10.12 10 3W HADCO 150W HPS STREET LAMP (NEW) ELECTRONIC SEE STREET R54BANNl AGG15OS240V 167 CONN. KVA CALC. KVA LIGHT DETAILS 0.12 0.15 (1250 EXISTING STREET LIGHT TO REMAIN ELECTRONIC SEE STREET R54BANNl AGG15OS240V 167 0 (1257.) HEATING LIGHT DETAILS (1007.) OTHER MOTORS EXISTING STREET LIGHT TO BE RELOCATED ELECTRONIC SEE STREET R54BANNlAGG15OS240V 167 RECEPTACLES 0 LIGHT DETAILS KITCHEN EQUIP 0 0 EXIST 13W CFL ELECTRONIC WALL c 18 20/1 0 13 EQUIPMENT SCHEDULE 2P CALLOUT SYMBOL FULL SHORT ROOM 2W VOLTS VOLTS VOLTAGE MOUNTING FLUSH FUTURE BUS AMPS 200 240/120V 240/120V 240/120 RESTROOM ® 2P 3W 2P NOTE HADCO TSS644-15 IRRIGATION EQUAL, SET TAP AT 15V, 240/120V 240/120V 240/120 PUMP EXIST DOCK LIGHT TO 2P 3W 2P LIFT ® 240V 3P 240V 3P 240 STATION 20/1 CU 3W 2 LIGHTING LIFT 0.07 240V 3P 240V 3P 240 STATION KVA BY PHASE 10.12 10 3W 7 ( RECEPTACLES 1.2 1.2 (50%>10) KITCHEN EQUIP 0 0 VOLTS POLES AMPS KVA HP 2 11.45 1.09 1/2 HP 2 22.55 0.25 3 HP 3 27.6 7.5 HP 3 27.6 7.5 HP T1 2P 2W CUSTOM PANEL 11 240V ROOM 2W VOLTS 12V 1P 2W AIC 10,000 MOUNTING FLUSH 2W BUS AMPS 200 MAIN BKR MLO FED FROM P1 INSTALL CONDUIT TO NEUTRAL 100% LUGS STANDARD NOTE HADCO TSS644-15 OR EQUAL, SET TAP AT 15V, MAX 30OW PER TAP. INSTALL RECEPTACLE TO PLUG IN. CKT 1 P KVA LOAD ( BREAKER EXIST DOCK LIGHT TO 35 # CIRCUIT DESCRIPTION A B TRIP/POLES COND. FEEDER RACEWAY AND CONDUCTORS 1 LIGHTING LS -7,9,11 0.05 20/1 CU 3/4"C,1#4,#4N,#8G 2 LIGHTING DRAWING 0.07 20/1 CU 3/4"C,1#4,#4N,#8G LS -1,3,5 TOTAL CONNECTED KVA BY PHASE 10.12 10 0 0 (1007.) NONCONTINUOUS 0 0 7 ( RECEPTACLES 1.2 1.2 (50%>10) KITCHEN EQUIP 0 0 DRAWING CONN. KVA CALC. KVA CONV. RECEPTACLE CONN. KVA CALC. KVA LIGHTING 0.12 0.15 (1250 CONTINUOUS 0 0 (1250 LARGEST MOTOR 0 0 (1257.) HEATING 0 0 (1007.) OTHER MOTORS 0 0 (1007.) NONCONTINUOUS 0 0 (100%) RECEPTACLES 0 0 (50%>l0) KITCHEN EQUIP 0 0 (N/A) 0 SPACE c 18 20/1 0 NONCOIN/DIVERSE 0 0 (N/A) 0 SPACE 2"C,3#3/0,#3/ON TOTAL KVA 0.12 0.15 21 20/1 0 SPACE b 22 20/1 0 BALANCED PHASE AMPS 12.5 UNDERGROUND CONDUIT ,3/4"C,,3#6,#1 2N, #1 OG 60A LS 240/120V 3P 4W UNDERGROUND CONDUIT 1-1 /4" C, 2#2, #2N, #8G P2 240/120V 2P 3W VOLTS NOTE 9 QUANTITY i 120V 1 P 2W 8 120V 1 P 2W 1 12V 1 P 2W FED BY 12V 25 LANDSCAPE TRANSFORMER. TAP TRANSFORMER AT 15V 240V 2P 2W CUSTOM PANEL 11 240V 2P 2W DESCRIPTION 22 240V 2P 2W LOOK FOR NOTE WITH 7 5.52% M INSTALL CONDUIT TO RELOCATE AND USE RECEPTACLE: 0.31 KVA P1 22,000 PULL BOX ONLY. AS LIGHT. MOTOR: 3 HP 120V 1 P 2W EXIST DOCK LIGHT TO 35 CIRCUIT DESCRIPTION 1 20/2 REMAIN. ONLY NEEDS MOTOR: 7.5 HP 30/3 LS -7,9,11 SEE ABS PUMP DETAIL TO BE RECIRCUITED 0 SPACE b 16 20/1 0 SPACE LOAD BREAKER CIRCUIT NOTE 1 CUSTOM PANEL LOCATION RATING FAULT LENGTH XVA Z 7 FAULT AT PRIMARY DESCRIPTION MOTOR: 1/2 HP 20/2 P1-23,25 FUTURE RESTROOM FUTURE RESTROOM LIGHTING: 0.78 KVA 5.52% M INSTALL CONDUIT TO 4,311 1249' RECEPTACLE: 0.31 KVA P1 22,000 PULL BOX ONLY. 11' MOTOR: 3 HP 30/2 P2-5,7 293' IRRIGATION PUMP CONTINUOUS: 0.25 KVA CIRCUIT DESCRIPTION 1 20/2 3.01 MOTOR: 7.5 HP 30/3 LS -7,9,11 SEE ABS PUMP DETAIL LIFT STATION 0 SPACE b 16 20/1 0 SPACE b 4 1 DRAWING LIGHTING MOTOR: 7.5 HP 30/3 LS -1,3,5 SEE ABS PUMP DETAIL LIFT STATION 0 0 (1007.) NONCONTINUOUS 0 0 7 ( RECEPTACLES 1.2 1.2 (50%>10) KITCHEN EQUIP 0 0 DRAWING a 8 20/1 1.2 CONV. RECEPTACLE (N/A) 9 20/1 0 SPACE b 10 20/1 0 SPACE 11 20/1 0 SPACE c 12 100/2 7.29 PANEL P2 � FPL-UTIL I 0 SPACE a 14 240/120V 3P 4W 15 20/1 0 SPACE NEW FPL POLE M 0 SPACE c 18 20/1 0 SPACE O 19 20/1 0 SPACE 2"C,3#3/0,#3/ON SPACE 2"C,3#3/0,#3/ON 21 20/1 0 200A P1 240/120V 3P 4W UNDERGROUND CONDUIT FEEDER SCHEDULE FEEDER APPS w CONDUIT AND FEEDER IFEEDIN THESE DEVICES 20 (1 /2'C, 1#12, #12N, #12G T1 60 13/4"C, 3#6, #12N, #10G LS 100 I 1-1/4"C, 2#2, #21N, #8G P2 200 12"C, 3#3/0, #3/ON I M, P1 SIZING METHOD: COPPER, 60`C #12 THROUGH #1, 751C 1/0 AND ABOVE EMT 0 85PF FAULT CURRENT SCHEDULE WIRE CALLOUT LOAD TYPE 1/2"C,2#12,#12N,#12G MOTOR, LIGHTING, 1/2"C,2#1 0,#1 ON, #1 OG MOTOR, CONTINUOUS 1 /2"C,3#10,#10G MOTOR 1/2"C,3#10,#10G I MOTOR DEMAND 7ALCULATEL FACTOR LOAD 1.25, 1 2.75 1.25 1.25 1.25 Uiu UTILITY TRANSFORMER (DELTA -WYE CONNECTION) 5.41 11.46 11.46 Z ----CANNOT BE SMALLER THAN NEC TABLE 250.66 #3/0 AGROUND NEUTRAL SERVICE ENTRANCE EQUIPMENT SERVICE ENTRANCE GROUNDING SYSTEM DETAIL SCALE: NONE 1 11 VOLTAGE DROP SCHEDULE AIC VOLTAGE DROP FEEDER TRANSFORMER LOCATION RATING FAULT LENGTH XVA Z 7 FAULT AT PRIMARY FPL-UT1L 22,000 13,489 112.5 2 UTILITY LS 10,000 851 1296' 5.52% M 22,000 4,311 1249' 4.43% P1 22,000 4,188 11' P2 22,000 1,422 293' WIRE CALLOUT LOAD TYPE 1/2"C,2#12,#12N,#12G MOTOR, LIGHTING, 1/2"C,2#1 0,#1 ON, #1 OG MOTOR, CONTINUOUS 1 /2"C,3#10,#10G MOTOR 1/2"C,3#10,#10G I MOTOR DEMAND 7ALCULATEL FACTOR LOAD 1.25, 1 2.75 1.25 1.25 1.25 Uiu UTILITY TRANSFORMER (DELTA -WYE CONNECTION) 5.41 11.46 11.46 Z ----CANNOT BE SMALLER THAN NEC TABLE 250.66 #3/0 AGROUND NEUTRAL SERVICE ENTRANCE EQUIPMENT SERVICE ENTRANCE GROUNDING SYSTEM DETAIL SCALE: NONE 1 11 VOLTAGE DROP SCHEDULE Panel ROOM VOLTS 240/120V 2P 3W AIC 22,000 VOLTAGE DROP VOLTS 240/120V 3P 4W AIC 22,000 LOCATION FEEDER 1 FEEDER 2 MAX. BRANCH CIRCUIT TOTAL LS 6.74% --- 8.747. P1 1.67% 3.857. (CRT 1,S) 5.52% P2 13.387 1.05% (CKT 1) 4.43% Ti 2.247. 5.28% (TAP f) 7.52% Panel ROOM VOLTS 240/120V 2P 3W AIC 22,000 ROOM VOLTS 240/120V 3P 4W AIC 22,000 MOUNTING SURFACE BUS AMPS 100 MAIN BKR 100 P MOUNTING SURFACE BUS AMPS 200 MAIN BKR 200 NOTE QO112M10ORB P 1 CKT CKT FED FROM M NEUTRAL 100% LUGS STANDARD KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 20/1 0.84 LIGHTING a 2 20/1 0.15 LIGHTING NOTE Q0330MQ20ORB- INSTALLED WITH A DELTA HIGH -LEG 0.1 LIGHTING CONTACTOR b 4 20/2 0.668 LIGHTING CKT CKT LOAD CKT CKT LOAD 7 1 # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 20/2 3.01 LIGHTING a 2 20/2 3.01 LIGHTING 3 ( 0 SPACE b 16 20/1 0 SPACE b 4 1 CONN. KVA CALC. KVA CONN. KVA CALC. KVA LIGHTING 5 20/2 0.1 LIGHTING CONTACTOR c 6 20/1 0.455 DOCK LIGHTING 0 0 (1007.) NONCONTINUOUS 0 0 7 ( RECEPTACLES 1.2 1.2 (50%>10) KITCHEN EQUIP 0 0 (N/A) a 8 20/1 1.2 CONV. RECEPTACLE (N/A) 9 20/1 0 SPACE b 10 20/1 0 SPACE 11 20/1 0 SPACE c 12 100/2 7.29 PANEL P2 ROOM VOLTS 240/120V 3P 4W AIC 10,000 13 20/1 0 SPACE a 14 15 20/1 0 SPACE b 16 20/1 0 SPACE 17 20/1 0 SPACE c 18 20/1 0 SPACE 19 20/1 0 SPACE a 20 20/1 0 SPACE 21 20/1 0 SPACE b 22 20/1 0 SPACE 23 20/2 2.26 FUTURE RESTROOM c 24 20/1 0.12 XFMR T1 c 12 20/1 0 SPACE 25 ( CONN. KVA CALC. KVA CONN. KVA CALC. KVA a 26 60/3 20 PANEL LS 0 0 (125%) CONTINUOUS 0.5 0.625 27 20/1 0 SPACE b 28 1 (1007.) RECEPTACLES 1.2 1.2 (50%>10) KITCHEN EQUIP 0 0 29 20/1 0 SPACE c 30 TOTAL KVA 20 22.5 CONN. KVA CALC. KVA CONN. KVA CALC. KVA PHASE LIGHTING 9.02 11.3 (1257.) CONTINUOUS 0.95 1.19 (1257.) LARGEST MOTOR 9.17 11.5 (1257.) HEATING 0 0 (1007.) OTHER MOTORS 14.4 14.4 (1007.) NONCONTINUOUS 0 0 (10090) RECEPTACLES 3.91 3.91 (507o>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 37.5 42.3 BALANCED THREE PHASE AMPS 102 PHASE BALANCE PERCENT: PHASE A 119% PHASE B 75.5% PHASE C 105% INSTALL IN HOFFMAN SS ENCLOSURE WITH LIGHTING CONTACT PER DETAIL Panel ROOM VOLTS 240/120V 2P 3W AIC 22,000 MOUNTING SURFACE BUS AMPS 100 MAIN BKR 100 P FED FROM P1 NEUTRAL 100% LUGS STANDARD NOTE QO112M10ORB CKT CKT LOAD CKT CKT LOAD # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 20/1 0.84 LIGHTING a 2 20/1 0.15 LIGHTING 3 20/1 0.1 LIGHTING CONTACTOR b 4 20/2 0.668 LIGHTING 5 30/2 4.33 IRRIGATION PUMP c 6 I 7 1 a 8 20/1 1.2 CONV RECEPTACLE 9 20/1 0 SPACE b 10 20/1 0 SPACE 11 20/1 0 SPACE c 12 20/1 0 SPACE 13 20/1 0 SPACE a 14 20/1 0 SPACE 15 20/1 0 SPACE b 16 20/1 0 SPACE CONN. KVA CALC. KVA CONN. KVA CALC. KVA LIGHTING 1.66 2.07 (1250 CONTINUOUS 0.35 0.438 (12590) LARGEST MOTOR 4.08 5.1 (1257.) HEATING 0 0 (10090) OTHER MOTORS 0 0 (1007.) NONCONTINUOUS 0 0 (1007.) RECEPTACLES 1.2 1.2 (50%>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 7.29 8.81 BALANCED THREE PHASE AMPS 36.7 PHASE BALANCE PERCENT: PHASE A 95.7% PHASE B 104% PHASE C 0% INSTALL IN HOFFMAN SS ENCLOSURE WITH LIGHTING CONTACT PER DETAIL Panel ROOM VOLTS 240/120V 3P 4W AIC 10,000 MOUNTING SURFACE BUS AMPS 60 MAIN BKR 60 L S FED FROM P1 NEUTRAL 100% LUGS STANDARD NOTE SUPPIED BY ABS CKT CKT LOAD CKT CKT LOAD # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 30/3 9.17 LIFT STATION a 2 20/1 0.5 CONTROL POWER 3 ! b 4 20/1 0 SPACE 5 1 c 6 20/1 1.2 RECEPTACLE 7 30/3 9.17 LIFT STATION a 8 20/1 0 SPACE 9 b 10 20/1 0 SPACE 11 ( c 12 20/1 0 SPACE CONN. KVA CALC. KVA CONN. KVA CALC. KVA LIGHTING 0 0 (125%) CONTINUOUS 0.5 0.625 (1257.) LARGEST MOTOR 9.17 11.5 (1257.) HEATING 0 0 (10090) OTHER MOTORS 9.17 9.17 (1007.) NONCONTINUOUS 0 0 (1007.) RECEPTACLES 1.2 1.2 (50%>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 20 22.5 BALANCED THREE PHASE AMPS 54.1 PHASE BALANCE PERCENT: PHASE A 98.9% PHASE B 91.3% PHASE C 110% NOTE: TO THE BEST OF THE ENGINEERS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 2004 FLORIDA BUILDING CODE Albert B Jenks, Jr. PE# 65050 (FBC), 2006 SUPPLEMENT FBC, 2005 NEC, AND THE FLORIDA FIRE PREVENTION CODE (1ST EDITION) REVISIONS DATE TITLE DRAWN ABJ TREASURE COAST CITY OF ENGINEERING SEBASTIAN CHECKED ABJ INDIAN RIVER Your Electrical Design Consultant npIV;- DATE 106/09/08 Treasure Coast Engineering, Inc. DWG N❑.06192008ABJ1CA# 27181 4925 13th Lane, Vero Beach, FL 32966 _ SCALEINONE 1 SHEETE2 ❑F 3 772-567-1007 www.tce.eng.pro i DOVER SHALL UTILIZE A AM swFw sm N PENTA—HEAD BOLT TO CDNPJ' $I= W SECURE IT TO BOX CM9IE W It AMM A w 9om[ m W � OF it FRO wiam CAST IRON COVER ._ HEAT SHRINK CONNEC11ONS ION ff FINISH GRADE; ,O BE EAL IMTH FOAM (W.R. GRACE PC 8) CRUSHED STONE FOR DRAINAGE o 36' X 36' X 6' DEEP ASS a GROUND WIRE AS REWIRED o .10 2r `4, ROCK CONDUIT NOTE MATERIAL AND SIZE IS BASED ON TRAFFIC LOAD WEIGHTS All SPLICES B'OX 3M82 SERIFS SOIL UNDER BOX SHALL BE RESTORED TO 96% COMPACTION. PULL BOX DETAIL 4�TAI WAE / - - ��j — N SACKFUL cup / \\ NOTE. BACKFILL SHALL BE TAMPED TO 95% COMPACTION. CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION PRIOR TO BACKFILL SPOT FILLING TO PREVENT FLOATING IS ACCEPTABLE. S=ERVICE TRENCHING DETAIL S=ERVICE 240V PC MOUNT FACING NORTH ON TOP OF FRAME_ PHOTO CELL 240V 1 1LI,TES I 240V H I 1 jLfTES 120V ---I JLITE,� I 120V HT1 I 120V --I ISPAREI 120V --I ISPAREJ P1 LIGHTING RELAY WITH PHOTO CELL SQUARE D LH80V03 INSTALL IN HOFFMAN ENCLOSURE 120V PC MOUNT FACING NORTH ON TOP OF FRAME_ PHOTO CELL C 120V --I ISL TES 120V --I ILITES I I 208V ILTTES I P2 LIGHTING RELAY WITH PHOTO CELL SQUARE D LH40VO2 INSTALL IN HOFFMAN ENCLOSURE NOTE BACKFILL SHALL BE TAMPED TO 95% COMPACTION. CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION PRIOR TO BACKFILL SPOT FILLING TO PREVENT FLOATING IS AOCEPTABM PULLBOX SECTION CIRCUIT TRENCHING DETAIL OLT.%) VITA) wlqll% F.P.dd\ PRIMAR � /\` y r. NOTE BACKFILL SHALL BE TAMPED TO 9S% COMPACTION. CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION PRIOR TO BACKFILL SPOT FILLING TO PREVENT FLOATING IS ACCEPTABLE. UTILITY TRENCHING DETAIL (IF REQUIRED) QUA) wA N FIDNAL SACKFUL CONDW SACKFUL SACKFUL TREHM earTnn NOTE: BACKFILL SHALL BE TAMPED TO 9$% COMPACTION, 4' OF CONCRETE MAY BE NEEDED TO CREATE SOLID BASE FINAL BACKFILL CAN CONTAIN SOME STONES IN IT, D`RCT BURIAL DUCT BANK TRENCHING DETAIL r-1 NOTE: DIE CAST ZINC GASKETED ENCLOSURE FOR MAXIMUM WEATIJERPROOFING WITH 01 CADIUM SULPHIDE 1 DIAMETER HERMETICALLY SEALED CELL MOUNTED ON 1/2* CONDUIT NIPPLE WITH DELAY TO PREVENT FALSE SWITCHING. INSTALL VANDAL PROTECTION. PHOTOELECTRIC CONTROL DETAIL N.T.S. MOUNT ELECTRICAL EQUIPMENT TO CHANNEL CROSS MEMBERS 1 5/8' PERFORATED ZINC COATED STEEL CHANNEL 1 OR ALUMINUM CHANNEL ALL FASTENERS, WASHERS, AND SPRINGS ARE STAINLESS STEEL NEI CHANNEL CROSS MEMBER CONCRETE PAD CAST CHANNEL IN CONCRETE OR DRIVE IN GROUND MIN 4' Q ICL] 00 o � pC� C] <1 0 G `D 0: o (to OQ--�- p AS NEEDED ELECTRICAL MOUNTING CHANNEL DETAIL (TYP) � t PHOTOCELL 0 n ® ® (h I PHOTOCELL n _ z•® ii ii iii ui ii ieii® i. ii i iii OL LH40VI32 - QO112M100RB LIGHTING P2 PANEL CONTACTOR m- - LH80VO3 Q033OMQ20ORD LIGHTING P1 PANEL CONTACTOR GFCI RECPT O O GFCI RECPT - u1i Ln -1 TSS644-15 HOFFMAN ENCLOSURES INC. = T1 *-M A36H3010SSLP3PT ° O o: _ LEU UU p A•MT � ' • i NOTE: TO THE BEST OF THE ENGINEERS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 2004 FLORIDA BUILDING CODE Albert B Jenks, Jr. PE# 65050 (FBC), 2006 SUPPLEMENT FBC, 2005 NEC, AND THE FLORIDA FIRE PREVENTION CODE (1ST EDITION) REVISIONS DATE TITLE DRAWN A$J TREASURE COAST CITY OF ENGINEERING SEBASTIAN CHECKED ABJ INDIAN RIVER Your Electrical Design Consultant DTII` DATE 106/09/08 Treasure Coast Engineering, Inc. CA# 27181 DWG NO.06192008ABJ1 Be 4925 13th Lane, Vero Beach, FL 32966 SCALEINONE ( SHEETE3 OF3 772-567-1007 www.tce.eng.pro