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HomeMy WebLinkAboutPlans Streetscape Improvements 175th Ter & 183rd Sta• El .T OS ,y y AT 51 r:. ;-4 NE M INDEX OF SHEETS COVER SHEET C100 EXISTING CONDITIONS / DEMOLITION PLAN C200 PAVING AND GRADING PLAN" C201 PAVING AND GRADING DETAILS C600 PAVEMENT SIGNAGE AND MARKING IPLAN Mie i. 4 FR IARY 2009 t � 1 F itr Ii . O U U u) ' U7 O Q O Z W J O z I- U W O lz CL a U cirY c SET FOR BIDDING PURPOSES ONLY CALL 48 HOURS BEEDRE`YOU DIG IN FLORIDA' 'ys IT'S THE. LAWI.r 1. 800 -432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, ±ci i f s CGA PROJECT No.: 05 -5565 FILE No.: 055565- C -COVR IN L NO DATE i CONDO STA. 62+43.19 rk CONST. COLLINS AVE. STA. 30 +47.27 $ SURVEY NE 175th TERR. STA. 59 +42.16 CE CONST COLLINS AVE.= STA. 30 +47.23 SURVEY NE- 174th ST. CITY PARK R W LINE I O —,taer — — tom' G�! -- — ,. :. T. 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E Ij PE 4wpb-ww=m&m • ,RAFFIC I R/W LINE i a NOUN 15'RCP— ' I I, 1 I W 1 I 11 I w Z a„ RI R .Iz W J WINGS DENNY'S Or- McDONALDS � 1 1 i 80.00' R/W RK���ACH 60.001 R/W PLACE PLALA WALGREENS I I 1 � � STA, 62 +43.19 CL CONST. COLLINS AVE.= STA. 30 +47.27 SURVEY NE 175th TERR. STA: 59 +42.16 CONST, I STA. 30 +47.23 SURVEY CONDO REMOVE EXISTING SIGNS `1 S ;'m;ill RLWLINE m ONO AND 001 000 4. Immm 1IND 400 _­I_ NOR 4m OEM Own emm 4 :LINS AVE 174th ST. CITY PARK WINGS McDONALDS RK •:BEACH PLACE PLA7A DESIGNED J.S. DATE MAY. 2008 DRAWN R.M. GATE MAY. 2008 CHECKED JM REVISION BY NO DATE REVISION BY DATE MAY. 2008 DENNY'S - - - - - _ - - - -f oil I II^ � "^ � _Ilf^ �_�_ •�� h u> n u 1 NS w EXISTING. SIGNS z z TO REMAIN LEGEN > 3 Z CD TO BE DEMOLISHED OR REMOVED 1 R W 1 O1 80.00 RPN 60,00, WALGREENS DE OUT ON PLAN Calvin, G'w&no & Associates, Inc. EXCEPTIONAL SOLUTIONS 1800 Eller Drive, Suite 600, Fat Lauderdale, Florida 33316 Phone: 954.921.7781 • Fax: 954.921.8807 Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FLORIDA MEDIAN CLOSURE AT NW 175th TERR. ON COLLINS AVE EXIST. CONDITIONS /DEMO. PLAN GRAPHIC SCALE 40' 0 20' 40' 80' ( IN FEET ) SCALE: I"=40' JAMES E. SPINKS Ib, P.E. SCALE SHEET FLORIDA REGISTRATION NO. 66775 1 "= 40' PROJECT No 05 -5565 C100 CAD FILE 055565 -01 GO— DEMO— PLN OF 5 m ■ 1 AVE.= �RT — m MONO- DIRECTIONAL YELLOW R:P.M'S C.C. ON TOP OF CURB YELLOW REFLECTIVE PAINT ON FACE OF CURB SOLID YELLOW RPM LOCATION DETAIL 40' GRAPHIC SCALE 20' 40' 80' IN ®1 ®m ®! 160' ( IN FEET ) SCALE: i " =40' APPROVED, JAMES E SPINK iq P.E. DESIGNED S ,! SCALE �� � ,SHEET IGN J S DATE MAY, 2008 CaMn, Gino Aswiates, Inc. CITY OF MEDIAN CLOSURE AT FLORIDA REGISTRATION No 66775 1 40 DRAWN R.M. ® EXCEPTIONAL SOLUTIONS i PROJECT No SUNNY ISLES BEACH FLORIDA NW 175th TERR ON COLLINS AVER II DATE MAY. 2008 i 1800 Eller Drive, Suite 600, FoR Lauderdale, Florida 33316 1I f !: -. - - -___ _.. _ .... __ . _ ___ _ _ __ _ _ CHECKED JM Phone: 954.921.7781 • Fax: 954.921.8807 I - S GNAGE AND MARKING PLAN CAL) FILE NO DATE REVISION BY NO DATE REVISION BY i! DATE MAY• 2008 Certificate of Authorization 514 DATE: 055565- C600- URKG -PLN OF • a• 61 f'6 -7.8 ' RT. 11( CURB � �U11�ER I�IIl1l EXISi'INIG GUTTTER _ _ y R W LINE -- _.. n r P• �7 �- � -._—. g b— ,aS ! AS -T"•"' ='��.- ____.._ -tb'_. _._..._.. ... .,i F' .' .5.. � - _.._.__ ___... _- ar {r Ed:. - - 9E - :. f4 LO, V — —__ __ -- - - - -- _. - - - - -- ____.. . _. .. :. .- ...:.. _.:: -. _.•...__ .___. __ _.._._ _.:__..._.. ._.._ . _ .. :. • .,y .. . X _.._.. - ___. _.. r- . i �: __ Pr: -i :t•_._ r- G_... -___ h GAc. __ _ NG,aS - - __ "-�,. : _— _ — .. _.. . ...' .. A DC �FT MptAN .._ . {- I - . . _._..__. .::., -_ .._ .. ... _._ _.( �?a6�+�..e,�.-4 ___._ :, u.: ;., ._.. •►:....... s � • . • , f,. $?._ 1 i J_ - -.ter F� , _...- 1. f. ,1. - -:Cn . - _.:.. _ -. _._ -' -__ ......_- rc:... _ _ ._... __ I 1eJ ,7► - - �.. _ -- _ — _ -- _ - t �• -t _ t1E _ _.._._- klE ._Q .... - B F BE 1 —_ ___�_._ - - -- - - -- -- — -- .- __ - - -j= -� =_ __. _.. _ _ _ _ - - _.. . A►VtUE .. .. -._ gi fflGNCN mtAw moo. NF GRAIN Ln _ : T , . s , I I c.u. WAS— -_ .•_..._... :•nc,.. ._..j..,�,rti .___._ -,,..s .�,:.,... - ..__ _.. - _,.�.- _____._- NGAS� -- NCAS --� GAS _..___ ^__... NGAS __.._._.__. - N.A,N,. _ _ NCJtS iJGaS NGAS.— _.__.:_ (JCA9 NW5 - _. __. .t - _ .. _. _ .�._.._ . , .. . 1st:'x�er,,: _ b SAN. -�. _.._ „r- . >.;...-. -..w. +. ... : >...... .(y. 9 n b SAN. - - - ilk ar _ ..__..._.__..... w. � .w..:.,..,..a�m..:«rawa.r.,e�.s .qQ.e.. 1Fff(IP; 1Ih tICM�JIi :l Up -h:... ..,. _ ._�IakfNNe- - -_--_- - - . --'._ - BE _l _,,._.>.,'rc ..ice_ . -.<. ___ °_ __ n, ._tr ,,uf, - '- i�,`..• P.. �___ __...._; _�_ 6E- —� BE � � . __ _ __. _.:. __ .___ — _.. __, :_ . � __ _. � - =�- � _ 1 R W LINE BE - --'- 1# 8E BE �.•. ':. ....-fir'. ";•. r . ` , i / b TYPE, r Tip 61 +6# -7.75 LT. 8E�8 `: X1 1. Ir CURB do Gl'IER. tuIATH Erlfl. 'GUTTER. t ; 1� s� z PRWW TYPE 'F' CURB 1W GUTTER rt t -1 RAI z x A if5 WIN GS DENNJY'S � � ' 3 1 1 R t 80.00 MCDONALDS 60.00 ( R/W a �` RK BHi '_ PUA�:E-` L&A WALGREENS I , • ••••• ••• PROPOSED LANDSCAPED MEDIAN b7® IN GRAPHIC SCALE 40' 0 20' 40' 80' 160' ( IN FEET ) SCALE: V =40' DESIGNED J.S. APPROVED: CAL SHEET I S 1, DATE MAY. 2008, � � � 11C.1! CITY OF MEDIAN CLOSURE AT �oRIDn RECISmAnoN No. sins ; SCALE „ 40' - - - -r - -_ - -- - - - -- _ ------ - - - - -- -- -- -- - -- - -- -- -- - -- -- - - - - -- - _ _ _ jow►wN R.M. ? I ®,® E X C E P T I 0 N A L SO L U T I O N Sii SUNNY ISLES BEACH, FLORIDA NW 175th TERR. ON COLLINS AVE ; (I PROJECT No C200 -- _ - - - -- _. - - - - I DATE MAY 2008 „ 1800 Eller Drive, Suhe 600, Fort Lauderdale, Florida 33316 „ 05-5 565 - -- ---- - - - - -- - - - - - -- - - -- — ____ AD !CHECKED JM Ph". 954.921.rn1 •Fax: 9sa.9z1.88o� + PAVING AND GRADING PLAN W ._FILE NO DATE REVISION BY NO DATE REVISION BY '� DATE MAY. 2008 � • Certificate o! Authorization 514 I DATE: ; 055565— C200— STRM —Pw i; pF .ri DESIGNED J.S. DATE MAY 2008 i ;DRAWN R.M. DATE MAY 2008 ji CHECKED im i MAY. 2008 REVISION By I DATE By 0 DATE C*Av GWw & Aswdata, Inc.ii, EXCEPTIONAL SOLUTIONS::' 1800 Mier Ddve, Suite 600, Fort L&AW,*, Florida 33316 Phone: 954.921.7781 • Fax: 954.921.8807 artificate of Authorization 514 i CITY OF SUNNY ISLES BEACH, FLORIDA MEDIAN CLOSURE AT 'NW 175th TERR. ON COLLINS AVE PAVING AND GRADING DETAILS FIONX WQSMTI%I W. 66"m SCALE 1 SHEET N.T.S. PROJECT No 05-5565----. C201 CAD FILE 059365-C602-MRKG-0M OF 5 7m M4NACQ RESORT - AI t3Rt ! .. TOP 0 °� CU1�8 AT 1'f C CONDO z SPACING A S S H O W -N . 6 -1 CITY PARK R; R r, F— 4 7 , 6 C jlcn ..- (3 wx 2'� M 1 n .'t. a ii•• aZ ' �"' r ' Z.i.. � � ' � i... �i ' 4W. W � u 11Pj�r■ � \y� -/.�pf! _ 1 `i '�" " °• 1 �wmr. � w r i i 1 111 a. W ff7E cHE vROr Rs ► 0 C.C. 4 R W . LINE �, — — - =— - - -- _._ —r_ � '1 -'• -. _ __ ,_ -__ _-r_. .. =tin.` —.._._ - t r _ ,I G „ o RJ -(24 x24 ") .1 AT O.C. -... ___.....- _ ; u _ .1. _- -- -_- ; LG 68 67 C LLIINS1 `— h�iC?tJ'�IT -t o 1 1141 - 1111x- 0 A�J� E 6 ER�LOW .� j ARM 1 „ - _._ _ , , _. M0.) (TH MO) ; ,� . .._u=------ - - - - -- �,-------------- - - - - -- ---------- - - - - -- ---------- - - - - -- - - - -- - - - -- t- - -- - -- ----- - ------ _,.....,,..... -.... .::.,: = iQ .._ .. ��wMa . .. _. n k ._.. _, .__ - - -- 3 . - ------------------ - x :lP�AAYd - -E3- 1 � - � .:.�: fit' � - W LINE + 'RW 3A wx nv� 1` R r • , a� • r•: R� �•R , tc t Irk t Y��1 /1 IIY 1 r;s�a _ (6 Y 2'� 1 rtl X14'.. X�� 1 yr i a " (30"x30' IF If -}, - „ W, W ... A m i; WINGS ; -� `�° . � PENNY'S �- 3 i 1 80.00' RIW Mc DONAW'S r�ra i - RK �►�MI` > m R � W 60.00 PLAO�:�•�,AZA . -._. - WALGREENS ®w GRAPHIC SCALE 40' 0 20' 40' 80' 160' ( IN FEET ) SCALE: 1"=40' DESIGNED J.S. • APPROVED: ,TAMES E. SPINKS 0, P.E. SCALE ;; SHEET , , GI01 w �teS, Iru. CITY OF MEDIAN CLOSURE AT FLORIDA REGISTRATION No. s6 DATE MAY. 2008 775 - 40' ___ _ ____ -__ ;DRAWN R.M. ® EXCEPTIONAL S01UT10NS � .- ._.__ -- ____ -. ____._ - -_ -- _ _ : C600 ' SUNNY ISLES BEACH FLORIDA NW 175th TERR. ON COLLINS AVE DATE 1800 81v he lod& 3331 �j PRO • MAY 2008 ,! 0 Su 600 Fort I.alideldale f F 6' 05-5565 i -. _. Drhre CHECKED JM Phone: 954.921.7781 • Fax: 954.921.8807 I N I� ECK S G AGE AND MARKING PLAN NO DATE REVISION BY -�r . NO DATE REVISION BY DATE MAY. 2008 Certificate of Authorization 614 D/4jE; '+ 055565— C600 —MRKG —Put OF 5 r r c u' N6 DEER Ai PL AAA 1-11 INTE.K.101 DESIGN LOCATION MAP N.T.S. Sheet Dwg. No. Description Go.1 Cover sheet 1 D 1.0 Demolition 1 C -1 Irrigation Service 2 IDIOT -1 Plan 3 MOT -2 Details 1 L 1 Tree protection 2 L2 Paving 3 L3 Irrigation 4 L4 Planting S L5 Furnishing 6 L6 Details 7 L7 Details 8 L8 Specifications 9 P k, L9 f i Specifications 1 E 1.0 Ground Floor Electrical Lighting 2 E1.1 Ground Floor Electrical Lighting 3 E2.0 Electrical Details NOTE: All work shall be performed within the limits of existing state / local right of way, and all improvements shall be constructed and installed within said Limits and adjacent easements. Cl� W a W U U) w 4� U C1 00 4� SE's 4� FOR BMDMG PURPOSES ONLY UJ) X�` U PERMIT SET March 20th, 2009 —N, ..... .. ..... .. . .... .. R. Uj Z X11 01 III —I ril rill ITEMS SUCH AS BUT NOT LIMITED TO FIRE HYDRANTS, SI&NA6E, UTILITY BOXES, MANHOLES, IN SIDEWALK AFM To REMAIN - U is COLLINS AVENUE WLO TR 7 7 • &I W. Z: U. P LIVI project number: 2W2 Clieni project number: 2008-1324 s h a 9 f t i t I e DEMOLITION PLAN r a v I s e: n s 'i s 5 us: cl f 0 �r issue &ate: 09-20-04 drawn by: approved by: LAG 12AIR scale: AG NOWA110 4C s e a F. Antonio Rosobal, A.I.A. Florida ngb.tation No. ARWI 4717 s h a 9 t n u m b e r Di 00 sh e e t: I of v t 'k" -7 - R. Uj Z X11 01 III —I ril rill ITEMS SUCH AS BUT NOT LIMITED TO FIRE HYDRANTS, SI&NA6E, UTILITY BOXES, MANHOLES, IN SIDEWALK AFM To REMAIN - U is COLLINS AVENUE WLO TR 7 7 • &I W. Z: U. P LIVI project number: 2W2 Clieni project number: 2008-1324 s h a 9 f t i t I e DEMOLITION PLAN r a v I s e: n s 'i s 5 us: cl f 0 �r issue &ate: 09-20-04 drawn by: approved by: LAG 12AIR scale: AG NOWA110 4C s e a F. Antonio Rosobal, A.I.A. Florida ngb.tation No. ARWI 4717 s h a 9 t n u m b e r Di 00 sh e e t: I of A WN,an, PROP, 1j' REDUCED ® _ PRESSURE BACKFLOW PREVENTER, SEE IRRIGATION PLANS FOR CONTINUATION �, 2 O PROP, x1� RCER N.T.S. INDEPENDENT CONC. SLAB MANUFACTURE S "STANDARDS SERVICE, UNE TO ,BE AEOOE I4.INQ A PQLYETHELENE SERVICE . LINE DR O (PE MiNIMI %1 OF:: f'i' A11 ) TA `PSI,. RATED COMF .DING °DIRE!.0i*S, WtilE ` NOT T0. A W4WA Or, 'OR TYPE "K" SOFT IN CA-SING. COPPER (F'�ARE =TYPE - ONLY), IF TYPE "K" UNISTRUT & ".AFT CQRPEI; ISEO, (CASING TO. f3E CORMATION STOP TO `13E SCHECULE` 80 PVC.) ' NEW `OR .EXISTING MUE ORISEAL 110:OR co WATER MAIN APO -100 9U." PER 1. CASING TO BE GALVANIZED, BLACK IRON OR SCHEDULE SPECIk"iCATIONS DIRECT TAP TO 80 BE UT :IZED fflR IRQN WATER 2. CASING PIPE TO BE 2 "; I.D. FOR .1" SERVICE, 3" I.D. FOR MAINVOF 8" AND LARGER. 2" SE-MA 3. CASING: TO E,KTEND A MINIMUM OF 2 FEET BEYOND * USE TAPPING SADDLE (ALL STAit!ILfSS EDGE:OF PAVEMENT. 4. CASING TO BE:.SEALED SAT BOTH ENDS STEEL OR EPDXY -COATED DUCTILE, IRON W /STAINLESS: STEEL STRAPS) FOR:. W%POL�fUUftETHENE EXPANDABLE FOAM OR;Et?UAL. 1. IRON WATER _MAINS OF 6" OR SMALLER. 5. CASING TO. BE SOLID AT JOINTS -NO OPEN JOINTS 2. A C WATER WINS: UNDER" STREET. 3. PVC. WATER MALNS. PREVENTOR THELENE ;SERVICE LINE TO;:BE CONTINUOUS FROM CdO2PORATION STOP TO METER, NO COUPLINGS ARE PERMITTED,,, & FITTINGS ONLY 2. KINKED OR CRIMPED PIPE AND OR.. TYPING SHALL BE REJECTED.: 3. SERVICE LINES SHALL BE 3' C011ER_ IN STATE D:O.T. RIGHTS -OF -WAY CONTINUOUSLY. TO METER BOX (SEE` DETAIL. No WM :1 A), THREADED BRASS OR 4. SERVICES SHALL HAVE 2' `COVER ` >IN TRAFFIC AREA AND 18" COVER IN NON- TRAFFIC AREA :(CITY OF N.M:B. & MIAMI -DADS CITY RIGHTS, WA's. WELDED COPPER PIPE 5. WRAP NON - METALLIC SERVICE LINE IMTH 10 GAUGE COPPER WIRE OR METAWMIC DETECTOR TAPE. N.T.S. INDEPENDENT CONC. SLAB e e �� (SEE NOTE #1) W /I2 "E. . r 1 a: , WATER:: 'METER AMIL MIPxCOMPRESSION 2" UNISTRUT & o w 57: : BRASS NIPPLE COPPER CLAMP co S.S. INSERT STIFFENER (BY CONTRACTOR) FOR PIPE m `'.'. Tn SUPPORT (AS L, c-4 NEEDED) '' N .. THREADED BRASS. OR 11� WELDED `COPP.ER PIPE PREVENTOR & FITTINGS ONLY _ , „' THREADED BRASS OR 6" THICK.CONCRETE SLAB TO EXTEND 24" ON 'BOTH SIDES & 12" WELDED COPPER PIPE ON ` BOTH ENDS OF ASSEMBLY 4'" TO 2 REDUCEHD% PRMURE BACKFLOW ASSEMBLY INSTALLATION N.T.S. 1. METER BOX SHALL BE SURROUNDED BY A 5' X 5' SQUARE POURED .CONCRETE SLAB. 2. ALL MATERIALS TO BE SUPPLIED BY CONTRACTOR EXCEPT METER AND COMPRESSION LOK —PAK (2), AS NOTED. 3, USE 5" BRASS NIPPLES (2) FOR 2" METER`' INSTALLATION; 2" X 1 1/2" REDUCING BUSHING & BRASS NIPPLE(2) FOR 1 1/2" METER INSTALLATION. 4. EXCEPT IN D.O.T. STATE ROAD, MIN. 36 ". 5. NIPPLES TO BE INSTALLED PER MFG`R RECOMMENDATIONS. ON COMPRESSION LOK —PAKS. NOTE 1 1/2" SLIDE CLEARANCE. TYPICAL 1 1/2 ff. AND 2" SERVICE AND METE1 INSTALLATION N.T.S. NOTE: All work shall be performed within the Ilmits of existing state / local right of way, and all Improvements shall be con*jcted and Installed wHhin said llmits, IjI�:1 I��Irca it 1po� f�l��ertrr E:fi�� "Ts4,x'�T.pd A LIDS AssociatesC THIS DRAWING IS THE LWS..ASSOCIATES UNLEE IGHT 01s: p;rafe:0 number: 2O,Q;822 s h e e t IR�RI�.AT1� SERVICE r e v i s I o n s .106-15-061 issued for: PERMIT issue date: Os -20-Oa drawn by. approved by: scale: s e o I OLIWRIO SANCHEZ P.E. No. 44771 s e e t number GI s e e t: 1 of 3 MIPxCOMPRESSION 2" T, 57: : BRASS NIPPLE S.S. INSERT STIFFENER (BY CONTRACTOR) L N OTE #) (BY CONTI�ACTORj ' TO BACKFLOW .. PREVENTOR _ , „' FLOW L POLYMER 24" :, k, POLYMER .CONCRETE CONCRETE VAULT LOK -PAK METER COUPLING & VAULT & COVER BY CDR SYSTEMS #WA 02 & COVER BY CDR GASKET SUPPLIEfl `BY CNMB . . ( ) ' 2436 18 OR APPROVED SYSTEMS #WA 02 EQUAL (SUPPLIED BY 2436 -18 OR APPROVED EQUAL ks... : ' CONTRACTOR) (BY CONTRACTOR) POUR MIN. 6.1:/2 DEPTH TOP OF METER BOX 5" BRASS-:N1 PPLE (2) OF CONCRETE -0 EXTEND MUST MATCH. FINISHED (SEE NOTE 43) (BY 2 "MIN.Tfl 4 "MAX, 6 "'ALL AROUND METER GRADE ALEVATION CONTRACTOR)' ` BOX 6 1/2" 1 t /2" MIN: C.N.- �: • METER (BY `B;) " 13 TO " 10 t �� SLIDE CLEA12A1JCE SLIDE C " � /2 :. 1 /2' CE 4 ' `` - +' 18 FOR COUNTY do CITY " R1GHT -OF -WAY' MIN. COVER OF 24" IN TRAFFIC AREAS, SECTION I ? MIN. ` COVER OF 18" IN NON- TRAFFIC AREAS (ALSO TO BACKFLOW SEE NOTE #4) PREVENTOR L LOK —PAK METER` COUPLING & (BY OTHERS) GASKET (SUPPLIED BY CNMB) COUPLING (BY 2" BALL VALVE CURB STOP CONTRACTOR) (FORD) # 811 -777 (SUPPLIED BY CONTRACTOR) 2" BALL VALVE CURB STOP (FORD) # 2" MIP X COMPRESSION WITH 811 -777 (SUPPLIED 2" S.S.. INSERT= STIFFENER (BY BY CONTRACTOR) CONTRACTOR) 2" POLYE'THELENE AWWA C -901 OR TYPE "K" SOFT COPPER (FLARE -TYPE ONLY) SERVICE TO MAIN (BY CONTRACTOR) ADD'L. FITTING MAY BE REQUIRED TO MEET FIELD CONDITIONS 1. METER BOX SHALL BE SURROUNDED BY A 5' X 5' SQUARE POURED .CONCRETE SLAB. 2. ALL MATERIALS TO BE SUPPLIED BY CONTRACTOR EXCEPT METER AND COMPRESSION LOK —PAK (2), AS NOTED. 3, USE 5" BRASS NIPPLES (2) FOR 2" METER`' INSTALLATION; 2" X 1 1/2" REDUCING BUSHING & BRASS NIPPLE(2) FOR 1 1/2" METER INSTALLATION. 4. EXCEPT IN D.O.T. STATE ROAD, MIN. 36 ". 5. NIPPLES TO BE INSTALLED PER MFG`R RECOMMENDATIONS. ON COMPRESSION LOK —PAKS. NOTE 1 1/2" SLIDE CLEARANCE. TYPICAL 1 1/2 ff. AND 2" SERVICE AND METE1 INSTALLATION N.T.S. NOTE: All work shall be performed within the Ilmits of existing state / local right of way, and all Improvements shall be con*jcted and Installed wHhin said llmits, IjI�:1 I��Irca it 1po� f�l��ertrr E:fi�� "Ts4,x'�T.pd A LIDS AssociatesC THIS DRAWING IS THE LWS..ASSOCIATES UNLEE IGHT 01s: p;rafe:0 number: 2O,Q;822 s h e e t IR�RI�.AT1� SERVICE r e v i s I o n s .106-15-061 issued for: PERMIT issue date: Os -20-Oa drawn by. approved by: scale: s e o I OLIWRIO SANCHEZ P.E. No. 44771 s e e t number GI s e e t: 1 of 3 1 i W 0 m Q W z O Q D z O U o� W z N� SCALE: 1" - 40' O J W Im W W z O P Q D z F z O U or O LL W z J H Q NOTE: All work shall be performed within the limits of existing state / local right of way, and all improvements shall be constructed and installed within said limits, ff fit` atIRfuot - : #$Wt"k?1*44 . (vi' 61114s. f1tttit 3313: LIVS AssociatesCOPYR!GHT THIS URAWING IS THE PROPERTY OF LIVS ASSOCIATES UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ARCHITECT' ENGINEERS OF RECORD. con,su:Hant;: tea" I PEI I I LIVS project number 200822 Client project number: 2008 -1324 s h e e t t i t l e MOT PLAN r e v i s i o n s a 106 _15-0611 Imo. WT. FEV151ON5 issued for: t'i» RMIT issue date: 03 -20-04 drawn by: I approved by: scale: S e a OLIVERIO SANCNEZ P.E. No. 44771 s e e t number MOT -1 she e t 2 of 3 END ROAD won . G20 -2A B /O SIDEWALK C60iED R9 -9 B/W WIGHT LANE MUST TURN RIC<HT R3 -7 B/W III,E ZYial;K MEW W20 -1F B/0 SIDE.-waL.c CLOSED 'ANE.H CROP RE R9 -11 B/W ®H R© TRAFFIC MERGE LEFT W4- 7 B/0 24" WARNING LIGHT M ' r 00 SPEEDING FINES DOUBLED UBLED WHEN WORKERS PRESENT MOT -14 -04 TYPE N BAFiRNCADE STANDARD s'o• SPACIN :G 40' m m SPACING 0 kA=Ncz.RAL NOTES: 1. ALL TRAFFIC CONTROL WORK SHALL BE IN STREET ACCORDANCE WITH THE FDOT DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND FDOT APPROVED PROCEDURES. 3. SIGN SPACINGS SHOWN ON THE PLANS ARE RECOMMENDED. THOSE DISTANCES MAY .BE INCREASED BASED ON FIELD CONDITIONS, IN ORDER TO AVOID CONFLICTS OR TO IMPROVE SITE SPECIFIC 'TRAFFIC CONTROLS. 4. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED_ AS SOON AS PRACTICAL WHEN THEY ARE NO LONGER NEEDED. WHEN WORK IS SUSPENDED FOR SHORT PERIODS OF TIME, TEMPORARY TRAFFIC CONTROL DEVICES THAT ARE NO LONGER APPROPRIATE SHALL BE REMOVED OR COVER. 5. ACCOMMODATION FOR PEDESTRIAN TRAFFIC MUST BE MAINTAINED-ANO .PROVISION FOR THE DISABLED MUST BE PROVIDED. ONLY APPROVED TEMPORARY. TRAFFIC CONTROL DEVICES MAY BE USED TO DELINEATE A TEMPORARY TRAFFIC CONTROL ZONE PEDESTRIAN WALKWAY. ADVANCED NOTIFICATION OF SIDEWALK CLOSURES AND MARKED DETOURS SHALL BE PROVIDED BY APPROPRIATE SIGNS. 6. LANE WIDTHS OF THROUGH ROADWAYS SHOULD BE MAINTAINEQ THROUGH WOR=K ZONE TRAVEL WAYS WHEREVER PRACTICAL. MINIMUM WIDTHS FOR WORK ZONE TRAVEL LANES SHALL BE 10'. 7. TRAFFIC CONTROL DEVICES AT INTERSECTIONS MUST PROVIDE SIGHT DISTANCES FOR THE ROAD USER TO PERCEIVE POTENTIAL CONFLICTS AND TO TRAVERSE THE INTERSECTION SAFELY. 8. ABOVE GROUND HAZARDS ARE TO BE CONSIDERED WORK AREAS DURING WORKING HOURS AND TREATED WITH APPROPRIATE WORK ZONE TRAFFIC CONTROL PROCEDURES. 9. ALL WORKERS WITHIN 115 FEET OF THE EDGE OF TRAVEL :WAY SHALL WEAR ANSI /I:SEA CLASS 2 APPAREL. WORKING OPERATING MACHINERY OR EQUIPMENT 1N WHICH LOOSE .CLOSING COULD BECOME ENTANGLED DURING OPERATIONS SHALL WEAR FITTED HIGH— VISIBILITY SAFETY APPAREL 10. WHERE FLAGGERS ARE USED A "FLAGGER" SYMBOL OR LEGEND SIGN MUST REPLACE THE "WORKERS" SYMBOL OR LEGEND SIGN. 11. POST - MOUNTED SIGNS INSTALLED AT THE ROAD SHALL BE MOUNTED AT A .HEIGHT AT LEAST 7 FEET MEASURED FROM THE BOTTOM OF THE SIGN `TO A HORIZONTAL LINE EXTENDED _FROM THE NEAR EDGE OF THE PAVEMENT. SIGNS MOUNTED` ON- BARRICADES, OR OTHER PORTABLE SUPPORTS, SHALL BE NO LESS THAN 1 FOOT ABOVE THE TRAVELED WAY. 12. EXISTING ` SIGNS THAT CONFLICT WITH TEMPORARY WORK ZONE SIGNING: SHALL BE REMOVED OR COVERED AS APPROVED BY THE ENGINEER. TRAFFIC CONTROL SIGNS THAT REQUIRE COVERS WHEN NO WORK IS BEING PERFORMED IN A WORK AREA SHALL BE FULLY COVERED WITH A DURABLE OPAQUE SHEET MATERIAL. 13. ALL SIGNS SHALL BE POST MOUNTED WHEN WORK OPERATION EXCEED 1 DAY EXCEPT AS NOTED IN THE STANDARDS. NOTE; All work shall be performed within the limits of existing state / local right of way, and all Improvements shall be conslaicted and installed whhin said limits. rrr3, p;ro.lec.T numoar: 202 sheet title MOT DETAILS revisions issued for: 1'gRMIT issee. ;d 1,4: o5= 20-0°1 draws by: oppreved by: scale: S e e I OLIVERIO SANCHEZ P.E. No. 44771 Sh e e t number MOT -2 s e e t: 5 of 5 s'o• 40' R�AUGEO � } 3 SPACING kA=Ncz.RAL NOTES: 1. ALL TRAFFIC CONTROL WORK SHALL BE IN STREET ACCORDANCE WITH THE FDOT DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND FDOT APPROVED PROCEDURES. 3. SIGN SPACINGS SHOWN ON THE PLANS ARE RECOMMENDED. THOSE DISTANCES MAY .BE INCREASED BASED ON FIELD CONDITIONS, IN ORDER TO AVOID CONFLICTS OR TO IMPROVE SITE SPECIFIC 'TRAFFIC CONTROLS. 4. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED_ AS SOON AS PRACTICAL WHEN THEY ARE NO LONGER NEEDED. WHEN WORK IS SUSPENDED FOR SHORT PERIODS OF TIME, TEMPORARY TRAFFIC CONTROL DEVICES THAT ARE NO LONGER APPROPRIATE SHALL BE REMOVED OR COVER. 5. ACCOMMODATION FOR PEDESTRIAN TRAFFIC MUST BE MAINTAINED-ANO .PROVISION FOR THE DISABLED MUST BE PROVIDED. ONLY APPROVED TEMPORARY. TRAFFIC CONTROL DEVICES MAY BE USED TO DELINEATE A TEMPORARY TRAFFIC CONTROL ZONE PEDESTRIAN WALKWAY. ADVANCED NOTIFICATION OF SIDEWALK CLOSURES AND MARKED DETOURS SHALL BE PROVIDED BY APPROPRIATE SIGNS. 6. LANE WIDTHS OF THROUGH ROADWAYS SHOULD BE MAINTAINEQ THROUGH WOR=K ZONE TRAVEL WAYS WHEREVER PRACTICAL. MINIMUM WIDTHS FOR WORK ZONE TRAVEL LANES SHALL BE 10'. 7. TRAFFIC CONTROL DEVICES AT INTERSECTIONS MUST PROVIDE SIGHT DISTANCES FOR THE ROAD USER TO PERCEIVE POTENTIAL CONFLICTS AND TO TRAVERSE THE INTERSECTION SAFELY. 8. ABOVE GROUND HAZARDS ARE TO BE CONSIDERED WORK AREAS DURING WORKING HOURS AND TREATED WITH APPROPRIATE WORK ZONE TRAFFIC CONTROL PROCEDURES. 9. ALL WORKERS WITHIN 115 FEET OF THE EDGE OF TRAVEL :WAY SHALL WEAR ANSI /I:SEA CLASS 2 APPAREL. WORKING OPERATING MACHINERY OR EQUIPMENT 1N WHICH LOOSE .CLOSING COULD BECOME ENTANGLED DURING OPERATIONS SHALL WEAR FITTED HIGH— VISIBILITY SAFETY APPAREL 10. WHERE FLAGGERS ARE USED A "FLAGGER" SYMBOL OR LEGEND SIGN MUST REPLACE THE "WORKERS" SYMBOL OR LEGEND SIGN. 11. POST - MOUNTED SIGNS INSTALLED AT THE ROAD SHALL BE MOUNTED AT A .HEIGHT AT LEAST 7 FEET MEASURED FROM THE BOTTOM OF THE SIGN `TO A HORIZONTAL LINE EXTENDED _FROM THE NEAR EDGE OF THE PAVEMENT. SIGNS MOUNTED` ON- BARRICADES, OR OTHER PORTABLE SUPPORTS, SHALL BE NO LESS THAN 1 FOOT ABOVE THE TRAVELED WAY. 12. EXISTING ` SIGNS THAT CONFLICT WITH TEMPORARY WORK ZONE SIGNING: SHALL BE REMOVED OR COVERED AS APPROVED BY THE ENGINEER. TRAFFIC CONTROL SIGNS THAT REQUIRE COVERS WHEN NO WORK IS BEING PERFORMED IN A WORK AREA SHALL BE FULLY COVERED WITH A DURABLE OPAQUE SHEET MATERIAL. 13. ALL SIGNS SHALL BE POST MOUNTED WHEN WORK OPERATION EXCEED 1 DAY EXCEPT AS NOTED IN THE STANDARDS. NOTE; All work shall be performed within the limits of existing state / local right of way, and all Improvements shall be conslaicted and installed whhin said limits. rrr3, p;ro.lec.T numoar: 202 sheet title MOT DETAILS revisions issued for: 1'gRMIT issee. ;d 1,4: o5= 20-0°1 draws by: oppreved by: scale: S e e I OLIVERIO SANCHEZ P.E. No. 44771 Sh e e t number MOT -2 s e e t: 5 of 5 of co KEY DESCRIPTION KEY DESCRIPTION AC ACRE, LB POUND AH AVERAIGE, 1EtGHT.. 1 LF LINEAR FOOT AS AWRA(M.' Pt EAR LS, L* SUM .88 ... ij; D M METER MET BPW BALL & R1J11PPED 4 W IREID MT. METRIC TON BP RALEM�*,'. TTED BAL*r;-0,A.,*'_ MT-CH -�H MATCHED SIR SABARE T NC b NOMINAL CONTAINER DIAMETER CF CUBIC N, ST NURSERY &OCK CLPR CALIPER:` OC ON CENTER CLST COLLECTEDSTOCK OH OVERALL HEIGHT CN CANE PLST PLANTATION STOCK CPC CULMS-PIER CONTAWER. PPC PLANTS PER CONTAINER CSD CROWNS DIAMETER QTY QUANTITY CT CLEAR TRUNK RC ROOTED CUTTING CV CULTIVAR, RN RUNNER CW CLEAR WOOD A SF SQUARE FOOT 19'OH 15'CSD 9"CGH 2 SHRD SHEARED (:D�BH: �DM�ETM�,AT' Tik,AT I.RMT-i SP SPECIES RELOCATE 0.1,2.1,2.2,2.4 SPC*M SPECIMEN ERV EXISTING .T0:RELAEM PROTECT STEM ETR EXISTING TO BE TRANSPLANTED 61ND STANDARD ESPL ESPALIER $TST SITE G- GALLON SY SQUARE D GRFT GRAFTED T­ T .0N HA HECTARE TB, TV BER 14T HEIGHT TH'. Tk.., E_ - HEIGHT KG KIL0,GRAM TK TRUNK .. L LITER TPRY TOPIARY 17"OH 12'CSD WDBH FAIR RELOCATE 0.1,2.1,2.2.2.4 LE-GiZ.F..' ND SYMBOL DESCRIPTION EXISTING"VEGETATIOMTO BE PROTECTED EX19TINO VEGETATION TOLBEREMOVED i+ EXISTING VEGETATION TO BE TRANSPLANTED KEY DESCRIPTION SIZE CONDITION DISPOSITION DETAIL 1 CABBAGE IPALM 20'OH VC . SD 10"DOH A3 FAIR RELOCATE 0.1.2-1,2.2,2.4 2 ROYAL PALLM 26'OHL8!CS():13"DBH POOR REMOVE 3 'ROYAL PALM 16'OH 6'CSD 7"DOH POOR REMOVE 4 ROYAL PAILM I TOH 14*CSD 9"DBH FAIR RELOCATE 0.1,2.1,22.2.4 5 ROYAL PALM 28'OH 20'CSD 15ODSH FAIR RELOCATE 0.1.2.1,22,2.4 6 ROYAL PALM 28'OH 18'CSD 13"DBH FAIR RELOCATE 0.1.2.1,22.2.4 7 ROYAL PALM WOH 18'CSD I 1"DBH FAIR RELOCATE 0.1, 2.1, 2.2, 2.4 8 ROYAL PAILM 28'OH 20'CSD 15"DBH FAIR RELOCATE 0.1,2.1.2.2,2.4 9 ROYAL PAILM 17'OH 12'CSD 9"DBH FAIR RELOCATE 0.1.2.1,2.2,2.4 10 ROYAL PALM I&OH IOCSD 9"DBH FAIR RELOCATE 0. 1, 2.1, 2.2,2A 11 ROYAL PAILM 19'OH 15'CSD 9"CGH FAIR RELOCATE 0.1.2.1,2.2,2.4 12 ROYAL PAILM 1 rOH I O'CSD 9"DBH FAIR RELOCATE 0.1,2.1,2.2,2.4 I PAW IWOH S!CSD 9"DBH FAIR PROTECT 0.1 14 ROYAL.PALM 25'OH 16'CSD 15"DBH POOR REMOVE 15 ROYAL PALM I rOH &CSD I O'DISH FAIR RELOCATE 0.1,2.1,2.2,2.4 E IPA 'L.M ' 16'OH 8'CSD 12'DBH FAIR RELOCATE 0.1,2.1,2.2,2.4 ..17 CASSAGEIPALM 16'OH 8CSD I O'DOH FAIR RELOCATE 0.1,21,1,2.2,2.4 18 ROYAL PALM I&OK 101CSD 12"DBH FAIR RELOCATE 0.1,2.1,2.2,2.4 19 ROYAL PALM 17"OH 12'CSD WDBH FAIR RELOCATE 0.1,2.1,2.2.2.4 20 ROYAL PALM 1910H 16'CSD 13"DBH FAIR RELOCATE 0.1,2.1.22,2.4 21 ROYAL PAILM 17"OH VCSD 7*DBH POOR REMOVE 22 ROYAL PAILM 19'OH 12'CSD 10"DBH FAIR RELOCATE 0.1,2.1,2.2.2.4 23 ROYAL PAILM 270H 18'CSD 12*DBH POOR REMOVE 24 ROYAL . PALM 20'OH SWID 8"DBH FAIR RELOCATE 0.1, 2.1, 22, 2.4 26 ROYAL PALM 21'OH 12'CSD 10"DBH FAIR RELOCATE 0.1, 2.1, 2.2, 2.4 26 ROYAL PALM 20,OK I WCSD I I"DBH FAIR RELOCATE 0.1,21 , 2.2,2.4 27 ROYAL PALM 22'OH 18'CSD 12"DBH POOR REMOVE 28 ROYAL PALM 20'OH 12'CSD 9"DBH FAIR PROTECT 0.1 n ROYAL PAILM I rOH I ZC$0 lOwDLOH FAIR PROTECT 0.1 30 ROYAL PALM 18'OHJ0lCSD;8N.DBH FAIR PROTECT 0.1 31 ROYAL PALM IrOH 16'CS(Y:12wDBH FAIR RELOCATE L 0.1, 2.1, 2.2, 2:4 32 ROYAL PALM I WOH 12'CSD IWIDSH FAIR RELOCATE 0.1, 2.1, 2.2, 2.4 3 3 ROYAL PALM 91OH:WCSD 12TPH POOR REMOVE Roy.AL_p . ALM 17"OH8'COOL106138H POOR REMOVE ROYALPALM 28VH 18'CSD 13"DBH POOR REMOVE ROYAL 8' OH I Z C SD 13"DBH FAIR RELO ATE 0.1,2.1,2.2,2.4 Roy4 PALM 28-OH I2'CSD;15'DBH POOR REMOVE 8 ROYALPALM 26'0,H I0CSDL14PD I BH FAIR RELOCATE 0.1,2.1, 22, 2.4 ..;:gL CABBAGE PALM 2410H 12'CSD 12'ODBH 'POOR REMOVE -40 CASBAQE� PALM 24'OH. 12'CSD I VDBH FAIR E RELOCATE RELL 2;1, 2.2, 2.4 41 ROYAL PAILM. 113'OH 12'CSD 10"DBH FAIR PROTECT 0.1 42 ROYALIPAILM 28'OH 1L2rSD 13w.DBH FAIR PROTECT 0.1 CA 6BAGEIPALM 15'OH 12'CSDL I 1"IDSH FAIR L RELOCATE L 0A, 2.1, 2.2, 2.4 44 L ROYAL PALM 20'OH 16'CSD 13"DBH FAIR PROTECT 0.1 I win =Mal L bit SIDEWALK -Vwmlp�­ E N E 000001 E FDOT ROW LIMIT OF WORK FDOT ROW + + + + + k /L+�t. SIDEWALK �100 LIMIT OF WORK FDOT ROW NOTES , to Ewa su.ft o� - at. LIVSJ-ro,ject number: ""082:2 A Clien::f project number: 1:"A L -F J' s h 9 0 f t i t I TREE NOTECTION r e V. s 1 a n s .06. DEPT. REVISIONS A2 0-7 - 1 -7 -001 DM + SITE-REVISIONS -041 3 DERM REVISIONS I s s u e d for: PERMIT issue date. 05-20-001 droww by. approved by: PF F+E3 scale: SOALE s 0 a Teresita Falc6n Florida tegWxftn No. LA000843 s s 0 a t n m b r e a n b L 1 sheet: e e 7-t: 0 f cl a f q ,TOP HELT RWRECEPTA, PLAN � ` I '9 . Lu PA A PA KPA") LLJ + A, 2 A* 27.3* 21 SF 27.4* 27 2 W 27.4* 21 SF 21S .4* LIMIT OF WORK cf) D+( rw 2 A71 271. 2 i 1 4, 4, A, -, 104 N, 00 (f)(D A LIMIT OF WORK bt `P X3 + 0 PF 0 0 + 1�13 A W T T I LITTIER.RECEPTACLE SO 13.7° I 13.7• Af. PAVER SCHEDULE1. NOTES I . -REPLACE TOP.OF ORA INAQF INLET TO MATCH UNIT PAVER ELEVATION DRAWINGS AND SPECIFICATIONS: 1/2"1XPANSION JOINT FILLER FOW,, 1/Z x 5-1/2' HILTI - KW.JK SOLT TZ, EACH SHOE Ekiftbft 4H INTO CONCRETE SLAB SECTION 'C -T 46+00 45+91 48+23A 41ED EDGE TVIVIU UVUt Pt I AIL 1/2m EXPANSION-JOINT FILLER 411 .. x2 3/W1CONCRETE PAVERS r1K1 *,4.I1P-1[.kAn0TA0 MCM 8" x 8" CONCRETE THICKENED EDGE 4",CONCRETE SLAB. WITH ACH WAY 67 x6r 10110 WELDED`WIRE.FAI3RIC OVER 11 5 "d ' . 4 jdk C PA&q- --Q 6� FWGATE BASE OVER 86MPACTED gUBORADE SECTION B PLAN C MODULE PLAN it = 11 4" X an X 2 318111 CONCRETE PAVERS ON BOND LCOAT LOVER AFTHICK MORTAR BED ON MORTAkBED.BOND COAT 811 x 8" x 2 3/8". CONCRETE PAVERS ON IL " TO 1 1/4" SAND SETTINaCOURSE 12" WIDE GEOTEXTILE ALONG EDGES 4" X 81 " x%2 3/8" CONCRETE PAVERS. QN.BQN*D1-CO0-LOVER-1-TH Ic PAVERS ON. MOPMAWBED: BOND COAT-7 KEY DESCRIPTION QTY DETAIL PLANTER PERIM.E7L,..E,RS.. WITH 112" PA P.. ODUCTS HIANSONOMARQ60APIE, IR 63 SF 6.1 87 x.$L".,'+CONCRETE CJj.RB,:&ONG X 2 3/$" PRECAST CONCRETE PLANTEk;PERIME iTtRSVITH 1/2" �' BASE OVER COMPACTEC)',qUBGKXDE EXPANSION JOINTS AND FILLF-R'50'OC. LLPAV IRS SECTION A OFF bN4Z$HELL PB ,.Q.N.HARDSWE. PRODUCTS HANS 3118 SF 6.1 81!'x'.8".X.2:..3/8"'.PRE..C.AS.T-CONCRETE CURB NIONIIFERiP SHELL PAVERS AND OFF-WHITE COLOR DN-P2 SHELL A, PC HANSON HARDSCAPE PRODUCTS 1335 SF 6.1 81"x 8' X 2 3/8" PRECAST CONCRETE NON-CHAMFERED SHELL PAVERS PAVER .'B ....... F WORK CAMEL COLOR DN-E8 SHELL PD HANSON HARDSC..APE PRODUCTS 1044 SF 6.1 ETE x X 23/8" I t AST CONCRETE PAVER C LL PAVERS NO.WCHAMFERE :SHELL . . . $'`x8. x23%$. CAMEL COLOR DM =EB SMELL UJI c tiA`W TIEt11NDIC, A Tt P NT AREAS EXCLUDING .CUTS AND' WASTE. NOTES I . -REPLACE TOP.OF ORA INAQF INLET TO MATCH UNIT PAVER ELEVATION DRAWINGS AND SPECIFICATIONS: 1/2"1XPANSION JOINT FILLER FOW,, 1/Z x 5-1/2' HILTI - KW.JK SOLT TZ, EACH SHOE Ekiftbft 4H INTO CONCRETE SLAB SECTION 'C -T 46+00 45+91 48+23A 41ED EDGE TVIVIU UVUt Pt I AIL 1/2m EXPANSION-JOINT FILLER 411 .. x2 3/W1CONCRETE PAVERS r1K1 *,4.I1P-1[.kAn0TA0 MCM 8" x 8" CONCRETE THICKENED EDGE 4",CONCRETE SLAB. WITH ACH WAY 67 x6r 10110 WELDED`WIRE.FAI3RIC OVER 11 5 "d ' . 4 jdk C PA&q- --Q 6� FWGATE BASE OVER 86MPACTED gUBORADE SECTION B PLAN C MODULE PLAN it = 11 4" X an X 2 318111 CONCRETE PAVERS ON BOND LCOAT LOVER AFTHICK MORTAR BED ON MORTAkBED.BOND COAT 811 x 8" x 2 3/8". CONCRETE PAVERS ON IL " TO 1 1/4" SAND SETTINaCOURSE 12" WIDE GEOTEXTILE ALONG EDGES 4" X 81 " x%2 3/8" CONCRETE PAVERS. QN.BQN*D1-CO0-LOVER-1-TH Ic PAVERS ON. MOPMAWBED: BOND COAT-7 r e v I s 1 o n s EILP9. DEPT. REVISIONS W P M i s s u e d for: PERMIT issue dote: 05—:20—Oq drawn b V: approved by: PF F+5 PLANTER EXISTING CURB scale AND GUTTER AS INDICATED Teresita Falc6n Florida reg6totion No. LA000843 ),s e I nu Al L2 s h e e t 2 \II,, 2 of cl 8"x 8" CONCRETE CURB ALONG 8" THICK COMPACTED AGGRR G-I PLANTER PERIM.E7L,..E,RS.. WITH 112" -DE BASE SUBGRA EXPANSION JOINTS AND FILLER SCII 87 x.$L".,'+CONCRETE CJj.RB,:&ONG 8" THICK COMPACTED AGGREGATE PLANTEk;PERIME iTtRSVITH 1/2" �' BASE OVER COMPACTEC)',qUBGKXDE EXPANSION JOINTS AND FILLF-R'50'OC. SECTION A EXISTING 'PLANTER CURB AND GUTTER PAVER .'B ....... F WORK 8":x' V`x 2 318"' PAVER C . . . $'`x8. x23%$. UJI FAVER'D 4" x 8" x 2.318M LL EXISTING DRIVEWAY .0 kXISTING. ...... ...... ..... ..... ..... 15!-W 33' %: B ........................ 777 PLAN A r e v I s 1 o n s EILP9. DEPT. REVISIONS W P M i s s u e d for: PERMIT issue dote: 05—:20—Oq drawn b V: approved by: PF F+5 PLANTER EXISTING CURB scale AND GUTTER AS INDICATED Teresita Falc6n Florida reg6totion No. LA000843 ),s e I nu Al L2 s h e e t 2 \II,, 2 of cl H P LIMIT F WORK UJI 0 EXISTING DRIVEWAY Z: Z. kXISTING. ...... ...... ..... ..... ..... 15!-W 33' %: 081 ' ­ — - - ' 6'- 4 Pro:104 number: 2OM2 Client projoit number: "+74, 44+32.5-' r. 200{! 1324 1n- 20_011 s h e e t t 1 9 PAVING r e v I s 1 o n s EILP9. DEPT. REVISIONS W P M i s s u e d for: PERMIT issue dote: 05—:20—Oq drawn b V: approved by: PF F+5 PLANTER EXISTING CURB scale AND GUTTER AS INDICATED Teresita Falc6n Florida reg6totion No. LA000843 ),s e I nu Al L2 s h e e t 2 \II,, 2 of cl x 7 �QUIPR9'Nl' Seh4EDULE KEY SYiNB4UKEY Q.ESC RIPTION NUMBER I A 1 � SPR I KLER AN WA i t ;PATTERN. REFER TO SRRINKLER'SCHEDULE. AC AUTOMATIC. CONTROLLER IRRIGATION>STATION I?IPING. ESP- LXM -SM8. 8 STATION IRRIGATION MAIN AIN PIPING. RS - - - IRRIGATION STATION PIPING IN SLEEVE. MINI- CLICK-C-BPSW - - - IRRIGATION MAIN PIPING IN SLEEVE. E V EV 0 VB AUTOMAT:IC:mEq* VALVE IN>VALVE BOX. REFER TO STATION AND SCHEDULES. 150- PEB -PRS -D FR VB MV MANUALVA4V -E IN VALVE 9OX. REFERTO.;EQUIPMENT 3CMEWILE. GV ►� CV F" F VB° 0E 1. REFER TO EQUIPMEN fi SCHEDULE. T -113 GV VB GATI:VAhtVE (N11EAX REFER TO'EQUINT SCHEDULE. VB VALVE' BOX I..NQV VICPER AIY.EI�oX. REFER ME®UIP#II NI'$LHEDULE. PG132,48818 1 123 STATIQhi , . fi;.AND f�OW 1N ORhll REFER`1 1CAl1QNlr`STLM DIAORINI AND.STATIiON SCHEDULE. 30 AC AUTOMATIC CONTROLLER. REFER:TO EQUIPMENT SlCHEDULE. PG1324CAOO ■ RS RAINI,SENSOR ;SWIT{f REFERTO EQUIPMENT SCHEDULE. TORO FRI WATER METEW ER TO ENGINEERING DRAWINGSi. 1/2" NPT o BP BACKFLOW PREVENTEIREFERTO ENGINEERING DIRAWINGS. 1800 Ha' MOSEBIB: REFEf TO ENGI.NEERINO DRAWINGS. HEAD ETR POTENTIAI E1/APOR�IRATI6MI: PRC PRECIPITATION. 30 7 �QUIPR9'Nl' Seh4EDULE KEY EQUIPMENT MANUFACTURER NUMBER SIZE DETAIL AC AUTOMATIC. CONTROLLER RAINBIRD ESP- LXM -SM8. 8 STATION HEAD RS RAIN SENSOR SWITCH. HUNTER MINI- CLICK-C-BPSW 1 POLE 0.73 E V AUTOMATIC ELECTRIC VALVE RAINBIRID 150- PEB -PRS -D 1 1/2 INCH 1.2 GV GATE VALVE NIBCO T -113 1 1/2 INCH 1.1 VB VALVE' BOX QUAZITE PG132,48818 TVAN -17 1.1 1.2 30 VALVE BOX COVER QUAZITE PG1324CAOO D HEAD C{ t; ejl eia9 yx I(:fi�0J, ; 1 1 LIVS Associates c COPYRIGHT co:nsuffent: SPRINKLER SCHEDULE KEY EQPT MNFR "° BODY NOZZLE BASE PSI GPM PATTERN RANGE A HEAD TORO 570Z -4P .......... TVAN -17 ......... _ 1/2" NPT ....... 30 0.73 450 12-75' -17' B ... HEAD TORO 57QZ -4P TVAN -17 1/2" NPT 30 1.46 No 12.75' -17' C HEAD TORO 570Z -4P TVAN -17 1/2" NPT 30 1.77 120° 12.75' -17' D HEAD TORO 570Zf4P TVAN -17 1/2" NPT 30 2.38 1800 12.75' -17' E ... HEAD TORO 570Z -4P TVAN -17 1/2" NPT 30 2.98 2400 12.75'-17' F HEAD TORO 570Z-4P TVAN -17 1/2" NPT 30 3.28 2700 12.75' -17' G HEAD TORO- 570Z -4P 1VAN -17 1/2" NPT. 30 3.73 3600 12.75' -17' H HEAD TORO 570Z -4P .._..... TVAN -15 ... .. . 1/2" NPT 30 0.65 450 11.25 -15 J HEAD TORO .. 570Z -4P 15 -Q -PC 1/2" NPT 30-40 0.75 900 11.25' -15' K HEAD TORO 570Z -4P 15 -T -PC 112" NPT 30-40 1.00 1200 11.25' -15' L HEAD ............ TORO 570Z -4P 15 -H -PC 1/2" NPT 30-40 1.50 180° 11.25' -15' M HEAD TORO 57QZ -4P 15 -TT -PC 112" NPT 30-40 ...... .. 2.00 2400 11.25' -15' N .. .. HEAD ... .. TORO' 57OZAP 15 -TO -PC 1/2" NPT 30-40 2.30 270° 11.25' -15' P HEAD TORO 570Z -4P 15 -F -PC .......... 1/2" NPT ... 30-40 3.00 3600 11.25'-15' Q HEAD TORO .......... 570Z -4P TVAN -12 1/2" NPT 30 0.46 450 9' -12' R HEAD TORO 570Z -4P 12 -Q -PC 1/2" NPT 30 -40 0.48 900 9' -12' RX HEAD .. TORO 57OZ -12P 12 -Q -PC 1/2" NPT .. 30-40 ...... 0.48 .. 900 9' -12' . S .... HEAD TORO 570Z -4P 12 -T -PC 112" NPT 30-40 0.64 1200 9' -12' T HEAD TORO 570Z­4P 12 -H -PC . 1/2" NPT 30-40 .... 0.96 1800 9' -12' TX MEAD TORO " 570Z -12P 12 -H -PC 1/2 "'NPT 30 -40 0.96 1800 9' -12' U MEAD TORO 570Z -4P 12 -TT -PC 1/2" NPT 30-40 1.28 2400 9' -12' V HEAD TORO 570Z -4P 12 -TQ -PC 1/2" NPT 30-40 1.44 270° 9' -12' W HEAD TORO 57QZ -4P 12 -F -PC 112" NPT 30.40 1.92 3600 9' -12' WX HEAD TORO 570ZA2P 12-F�PC 1/2" NPT 30-40 1.92 3600 9' -12' X HEAD TORO 570Z -4P TVAN -10 1/2" NPT 30 0.36 450 7.5' -10' Y HEAD TORO 570Z -4P 10 -Q -PC 1/2" NPT 30-40 0.33 900 7.5' -10' Z HEAD TORO 570Z4P 10 -T -PC ........... 112" NPT 30-40 .. 0.44 1200 7.5' -10' AA HEAD TORO 570Z -4P 10 -H -PC 1/2" NPT 30-40 0.66 180° 7.5' -10' BBI HEAD TORO 570Z=4P 10 -TT -0C 1/2" NPT 30-40 0.89 2400 7.5' -10' CC HEAD TORO` 570Z -4P 10 -TQ -PC 112" NPT 30-40 0.99 270° 7.5' -10' DD HEAD. TORO 570Z -4P 10+-PC 1/2" NPT 30-40 1.33 360° 7.5' -10' EE HEAD TORO 570Z -4P TVAW8 1/2" NPT 30 0.35 450 6' -8' FF HEAD TORO 570Z -4P 8-Q -PC 1/2" NPT .. 30-40 0.22 900 6'-8' .... FFX ..... HEAD TORO 570Z -12P 8 -Q -PC 1/2" NPT 30-40 0.22 .. 90° 6' -8' GG HEAD TORO ... ,. 570ZAP .... ... 8 -T 7PC 1/2 NPT 30-40 0.29 120° 6' -8' HH HEAD TORO 5702 -4P &H-PC 1/2" NPT 30--40 ... 0.44 1800 6' -8' HHX HEAD TORO 570Z -12P 8 -H -PC 1/2 "NPT 30-40 0.44 1800 6' -8' JJ HEAD TORO 570Z -4P 8 -TT -PC 1/2" NPT 30-40 ..... 0.59 2400 61-8' KK HEAD TORO 570Z -4P 8-TO-PC 1/2" NPT 30-40 0.64 270° 6' -8' LL HEAD TORO 570Z_1P 8'-F'-PC' 1/2" NPT 30-40 0.85 360° 6'-8' MM HEAD TORO 5702 -4P 5-Q -PC 1/2" NPT 30-40 0.09 900 3.76-51 NN HEAD TORO 5702 -4P 5 -T -PC 1/2" NPT 30-40 0.12 1200 3.75' -5' PP HEAD TORO 570Z�P 5 -H -PC 112" NPT 30-40 . 0.18 180° 3.75' -5' .. QQ ... HEAD TORO 570Z -4P .. 5 -TT -PC 1/2" NPT ... . 30-40 .. 0.23 .. . 240° 3.75' -5' RR .... HEAD .. TORO 570Z -4P 5 -TQ -PC 1/2" NPT 30-40 0.26 . ...... 270° ..... 3.75' -5' SS HEAD TORO 570Z -4P 5 -F -PC 1/2" NPT 30-40 0.35 360° 3.75' -5' TT HEAD TORO 570Z -4P 9- SST -PC 1/2" NPT 30-40 1.10 RECT 9'X 18' UU HEAD TORO 570Z -4P 4- EST -PC 1/2" NPT 30-40 0.43 RECT 4'X 15' VV HEAD TORO 570Z -4P 4S- SST -PC 1/2" NPT 30-40 0.50 RECT ....... 4'X 18' ... ......... WW HEAD ...... TORO ... .. 570Z -4P 4- SST -PC 1/2" NPT 30-40 0.88 RECT 4'X 30' XX HEAD TORO 570Z -4P 4- CST -PC 1/2" NPT 30-40 0.86 RECT 4'X 30' YY HEAD TORO 570Z -4P 2- SST -PC 1/2" NPT 30-40 0.09 RECT 2'X 6' ZZ HEAD TORO 570Z -4P FB -25 -PC 112" NPT 30 0.25 BUBBLER BUBBLER NOTES 1. LATERAL PIPING WITH NO SIZE INDICATION IS 314 -INCH MINIMUM SIZE. 2. LOCATE PART- CIRCR `. F T BOUN ARIES `DO NOT OVERSPRAY IRRIGATIO WATER ON FD AND '4 INCHES FROM 0 HER D N OT fOADWAYS OR SIDEWALKS 3 M MODIFY EXISTIRRIGATION ING : SYSTE M AS RE U IRED.FQR- INSTALLATION OF N EW SY S TEM WITHIN THE LIMITS 0F WORK AND FOR CONTINUED' OPERATION OF` EXISTING` SYSTEM OUTSIDE THE LIMIT OF WORK. 4. CONNECT PROPOSED LATERAL PIPING TO EXISTING LATERAL PIPING. VERIFY APPROXIMATELY ADDITIONAL '6 GPM FLOW. 5. CONNECT PROPOSED LATERAL PIPING TO EXISTING' LATERAL PIPING. VERIFY APPROXIMATELY ADDITIONAL 3 GPM - FLOW. e GV 45 PSI VB BP `2" --2" �2" 2„ 2„ 2" l- 2" 1 1/2" EV L1 1/2" 2" 2" ]EV 8 VB EV STATION® STATION 3O STATION 2� ST Al IRRIGATION SYSTEM DIAGRAM NO SCALE REFER TO STATION SCHEDULE FOR STATION GPM, PIPE SIZE, AND VALVE SIZE. REFER TO ENGINEERING DRAWINGS FOR WATER SERVICE AND BACKFLOW PREVENTER. L1'VS project num °ber: mi1822. Clie rlillo,ject num -ber: 206t_1324 sheet title IRRIGATION r e v i s i o n s A 1. 06 -15 -06-15-041 1131.06. DEPT. REV1510N5 issued for: PERMIT issue date: 05 -20 -Oq drown by: approved by: PF F +5 stale: A5 INDICATED s e a Teresita Falcon Florida regL*ation No. LA000843 s e e t number 0 L3 7-t: ~a ® t. re KEY DESCRIPTION KEY DESCRIPTION AC ACRE LB POUND AH AVERAGE- HEIGHT LF -FOOT A$ AVERAQE :30Q . LS LUMP SUM BB BAL.LLD 8� fU.RIMPED M METER BBW BALLEDURLAPPED: 8 WIRED MT METRIC TON SP BALLEDA'POTTED MTCH M00 . eD BR BAF+tE ROOT NCD NOMINAL CONTAINER DIAMETER CF CUBIC FOOT NRST (NURSERY T CK CLPR 6460ER OC ON ZONE R' ' CLST C04ECTED STOCK OH OVER. ALL. EIQHIT CN CANE PLST PtA M TION $TtOCK CPC CUC�MS PLR CONTALIME ;PPC P.tAfaTS:PER COINTAINER CSD CRQPREAt tAMETER :QTY QUAjaLT1TY . CT CL TRINK :RC ROOTED CUTTING CV CULTIVAR "RN. Rt-Jlk R W. CL YVQQD --F SF. ; SS11;fOOT ...Cy CI�SiC' Af D :S RD ERIF D DIAMETER SP OPI00i1ES ; EPR EXIETIf�IG TO BE FROG CT1EQ SPCM ;�C1MEN ERV - ` EXISTING TO IBE .fEMOXD ST 91TM ETR E7f1S7`IR TO BE: 'iAwBPLANTED STNQ' 5NOAlD MOIL MOIL : ESfALL.ER STST 91': STOCK' G . t�ALLON Sy SQUARE YARD GRFT GRAFTED T TOM HA HECTARE TB' TUBER HT HEIQHT TH TRt HEIGHT KG KILOGRAM TK TRUNK ' L LITER' TPRY TOPiAR'Y:: 1 1 r ;El;!:I t`eltta w7a:taan I;.euleaard. Sa,fie li l l� Witt 44,4 ++199,:�.1`14r1 4 111; 11 IIVS Associates c COPYRIGHT THISDRAWINQ IS THE. PROPERTY OFLIVS ASSOCIATES UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANsm TTED TO ANY PARTY EXCEPT AS AUTHORIZED TO BY THE ARCHITECT/ ENGINEERS OF RECORD. consu mat: �. �— �.. _� � __e. -I� � �"`�� .. ®tea .• -- -'e��- — — - - �_ - - -- ��.- ��1 e o �Y b'�' wti { fJK'h^+tt nK,�y� ^� �� __ � W),. '5•''il N;n :k. �� ..•`fir n'�f� r+r^'.1�� }.�� � j..M .,i y'1:w Gy�r ����rn"ca'�2R t I��✓� _. �+NY1S. �.�y .'Y.CS�yYw®'®lY� li'� � � "°'. _a � I� -- _ _ -�• �V��vQS�� �i� .� y v� • e ��F I S-rrE STOCK SCHEDULE DETAIL 0.1 0.1 0.1 0.1 0.1 0.1 0.1 NURSERY STOCK SCHEDULE KEY DESCRIPTION CES CONOCARP.US`ERECTUS SERICEUS SILVER BUTTONWOOD 12'TH VCSD 4'CT 3TK 2 "CLPR EACH BB CG CLUSIA GUTTIFERA SMALL LEAF CLUSIA 48 "AH 48 "AS 14 "NCD 48 "OC CIR CHRYSOBALANUS ICACO CV RED TIP COCOPLUM 48 "AH 36"AS 14 "NCD 48"OC DT DIANELLA TASMANICA CV BLUEBERRY FLAX LILLY 18 "AH WAS 10 "NCD 18 "OC FGI FICUS CV GREEN ISLAND DWARF FIG 18 "AH 18 7AS 10 "NCD 18 "OC GP GAILLARDIA PULCHELLA BEACH BLANKET FLOWER 12 "AH 127AS6 "NCD 12 "OC PDM PHOENIX DACTYLIFERA CV MEDJOOL DATE-PALM 24'OH 1 VCT BB lama S-rrE STOCK SCHEDULE DETAIL 0.1 0.1 0.1 0.1 0.1 0.1 0.1 NURSERY STOCK SCHEDULE KEY DESCRIPTION CES CONOCARP.US`ERECTUS SERICEUS SILVER BUTTONWOOD 12'TH VCSD 4'CT 3TK 2 "CLPR EACH BB CG CLUSIA GUTTIFERA SMALL LEAF CLUSIA 48 "AH 48 "AS 14 "NCD 48 "OC CIR CHRYSOBALANUS ICACO CV RED TIP COCOPLUM 48 "AH 36"AS 14 "NCD 48"OC DT DIANELLA TASMANICA CV BLUEBERRY FLAX LILLY 18 "AH WAS 10 "NCD 18 "OC FGI FICUS CV GREEN ISLAND DWARF FIG 18 "AH 18 7AS 10 "NCD 18 "OC GP GAILLARDIA PULCHELLA BEACH BLANKET FLOWER 12 "AH 127AS6 "NCD 12 "OC PDM PHOENIX DACTYLIFERA CV MEDJOOL DATE-PALM 24'OH 1 VCT BB QTY DETAIL 16 2.5, 2.6, 2.7 268 sifil 416 1057 253 A" 3.1 3.1 0 3.2 3.1 3.2 ) 1 30 2.1, 2.2, 2.4 I NO NOTES 1. COORDINATE .PLANTING WITH REMOVAL AND RELOCATION OF EXISTING VEGETATION. 2. SUNNY ISLES BEACH TRIANGLE OF VISIBILITY. MAINTAIN CROSS- VISIBILITY BETWEEN 7 1 AND 'B' -0" IN ELEVATION ABOVE GROUND. AND PAVEMENT. 3. FDOT.TRIANGLE OF VISIBILITY. MAINTAIN CROWVISIBII:ITY 5'-0" ABOVE AND 1'-6" BELOW'SIGHT :LINE DATUM (3',6" ABOVE RESPECTIVE PAVEMENTS). REFER TO FDOT DESIGN STANDARDS. Al LIVS`proje'ct number: 2M22 C14ent`'pr`oject number: 2M -1324 sheet title PLANTING r e v i s i o n s IBLD6. 06-15-0.q 1 DEPT. REV15ION5 issued for: PERMIT issue date: 05 -20 -09 drown by: approvs'd by: PF F +B scale: 5GALE s e a Teresita'Falcon Florida registration No. LA000843 S 111i a t nu 0 L4 sheet: 4 of Cl I BENCH LITTER FDOT F BUS S1 tmsni AND GI PLAN Ile W W NI I Poo, a— Elul OEM - - - ­�; -- - I in- tm =In�_w _�ngw'�4 .. jL __A__jL_R a it 7 d. _ff_jjLAALjL a 000"A 01010111 SION U-0 PRECAST: . O E PAVERS SIFT ON-10 = D'WItH JO . Rm. D.*WITH POLYMERIC SAND ADA C 9 ... ..... . IMM S; -$U A - :6 R E GA T E` il I , D-' E b1m. NO L2 F&UIR13/4-10 X-P OD AND W.-Vt NJET R AN HOR &ALBY T k. �13151)'Ek# SION, FOUR 11427 jPI 1112`�HILTI KWIK SOLT TZ EACH SHOE EMBEDED NTOCONCREI SLAB SECTIONS I ELEVATIONS BUS STOP SHELTER TOLAR SIERRA SERIES LOW DOME Ill — BENCH--\I [ �1 FDOT ROW PLAN &I A AlAff kST C.ONCR KE PAVERS m: MORTAR BED:IIT JOINTS TED WITH POLYWRIC. SAND TWO 1/2"x 41/2" EXPANSION ANCHOR` BOLTS EACH LEG SECTION 2'-41/16" ED iz iz r* 1 2'4314". STEEL., COVER WITH ION: DIAMETER OPENING PLAN I T Rt�NIt F6 19-Tum Pat I I& POLE LIGHT )V BENCH LITTER RECEPTACLE ELEVATION X119 POLE LIGHT v LXf LITTER RECEPTACLE BENCH SECTION 1' -0" PALM I BENCH MODULE lit = 101-011 22 GALLON PLASTIC LINER PRECAST CONCRETE PAVERS SET ON MORTAR BED WITH JOINTS /all I DESCRIPTION GROUTED :WITH POLYMERIC SAND A2. CONG .kaT+fE­S4AB,A GGREGATE . BUS 7 STOP 'SHELTER..:.. EASE AND SUBGRADE. REFER TO DRAWING L2 2 THREE 2" x 2" x 1/4" STEEL ANGLE. WITH 11/16" ANCHOR HOLE EQUALLY SPACED THREE 1/2" x 4 1/2" EXPANSION ANCHOR BOLTS SECTION I ELEVATION SB LITTER RECEPTACLE DETAIL 5 J DUMOR 84-22-FTO I T Rt�NIt F6 19-Tum Pat I I& POLE LIGHT )V BENCH LITTER RECEPTACLE ELEVATION X119 POLE LIGHT v LXf LITTER RECEPTACLE BENCH SECTION 1' -0" PALM I BENCH MODULE lit = 101-011 &STOR'SHELTER FURNISHED BY OWNER BENCHES, LITTER AND-BU AND INSTALLED BY CONTRACTOR LUMINAIRE SCHEDULE KEY DESCRIPTION QTY PL POLE LIGHT 8 HOLOPHANE FIXTURE #AE-I0DMH-24­Bm"-S­B-F2 CITY MANUFACTURING POLE #WAS-I2-BK-2PCB-P3 UL UPLIGHT 44 HYDREL SERIES PARADOX #PbXI:O-B-22LED-CL-WHO-MVOLT-SP-F+LC-34S-RG-LPI RI;FF:R TO FNGINFERING DRAWINGS FORELECTRICAL WORK. r 9 v i s I o n s A06-15—oq l RD6. DEPT. REV151016 0 OM 511E REVISIONS ,issued I a r : PERMIT issue date: 05-20-Oq drown by; approved by: PF F+B stale: AS INDICATED s 9 a I Teresita Falc6n Florida registration No. LA000843 s h e e t n u r Ai L5 s h e e t : 5 of cl FU9Nj+ S---.H1NG&ZCH`E.D ULE KEY DESCRIPTION QTY DETAIL A2. BS . BUS 7 STOP 'SHELTER..:.. 1 7-12 ......-.,,-.;R.S-'�SIERRASERIES'LOW DOME 6649-00 TOLAR;SHELTE.. 0301W- -SOLAWLIGHTING 13.'L x-+*WP.- k -2"H SB SIT. L.BJEN.C.H.. A, 7 7.10 DU 'L x 28"0 X:32`141T, SURFACE MOUNT LR STEEL LITTER RECEPTACLE 4 7.11 DUMOR 84-22-FTO 28"DIAM:x 32"HT, SURFACE MOUNT &STOR'SHELTER FURNISHED BY OWNER BENCHES, LITTER AND-BU AND INSTALLED BY CONTRACTOR LUMINAIRE SCHEDULE KEY DESCRIPTION QTY PL POLE LIGHT 8 HOLOPHANE FIXTURE #AE-I0DMH-24­Bm"-S­B-F2 CITY MANUFACTURING POLE #WAS-I2-BK-2PCB-P3 UL UPLIGHT 44 HYDREL SERIES PARADOX #PbXI:O-B-22LED-CL-WHO-MVOLT-SP-F+LC-34S-RG-LPI RI;FF:R TO FNGINFERING DRAWINGS FORELECTRICAL WORK. r 9 v i s I o n s A06-15—oq l RD6. DEPT. REV151016 0 OM 511E REVISIONS ,issued I a r : PERMIT issue date: 05-20-Oq drown by; approved by: PF F+B stale: AS INDICATED s 9 a I Teresita Falc6n Florida registration No. LA000843 s h e e t n u r Ai L5 s h e e t : 5 of cl LAWN PRECAST POLYMER CONCRETE VALVE BOX WITH BOLTED COVER Im- GATE! V"A- V ' T'A L REFER TO Ilt'EMCHING 8 i .- FILLING DETAIMRPIPINd COVER NIBCO T -113, QUAZITPPGI118 12 -AND PQ1'118CIA00 PLANTING LAWN PRECAST POLYMER CONCRETE VALVE BOX WITH `BOLTED COVER — — GATE VALVE 3ANC.H WIDE — PVC 45` ELL PLASTIC IENCASED ALUMINUM LINE MARKER — PVC MAIN PIPING PVC LATERAL PIPING --1 3- 4FLOW PVC.NIPPLES — PVC 45° ELL AN ®:4S° _ 'BOWS 36" AS.I I 3 I IIED FOR PIP N000VER — PVC. UNION 41.6" — PVC NIPPLE PVC: MALE ADAPTER REFEf 'TOD TIRE 4. RN.WiIRQ 1000860. RSp 150- PEB-PF QUAZ-i PG1324BB18 AND PG1324CAI PLANTING AUTOMATIC I, 200- PEB-PRS -D I FATA Ll 3-INCH WIDE, PLASTIC- ENCASED ALUMINUM LINE MARKER PVC THREADED JOINT PIPE PVC THREADED ELBOW PVC TEE TRIPLE SWING JOINT SP I JKLER MEAD DE 1. PLANTING �-- -SPRAY HEAD — POLYOXY METHYLENE RISER PVC THREADED ELBOWS PVC LATERAL PIPING REFER TO TRENCHING A BACKFILLING DETAIL FOR PIPING COVER TORO 570ZA.P ROW SPACING ' PLAN Q. W d W W �4 051 D w - -, X 1_6 2 PLANT SPACING ROW SPACING 12" 10.4" 18" 15.6" 24" 20.8" 30" 26:0" 36" 31.2" 48" 41.6" 60" 52.0" CONTAINER GROWN SHRUB 3" DEEP WATER- RETAINING SAUCER 3" LAYER OF MULCH FINISH GRADE ELEVATION OF MULCH, GRASS, PAVEMENT, AND TOP OF CURB r. @7 OJ OQ m'0 PLANTING SOIL MIXTURE PLANTING TRENCH L EXISTING SUBSOIL br, U SOD SODDING $OIL.MIXTURE .3-INCH.: WIPE PLASTICAENCASED: ALUMINUM LINE MARKER COMPACTED'BACKFiLL P:IPE::S.IZE AND QUANTITY VARY COMPACTED BED PIPE VEHICULARAREA PEDESTRIAN AREA SIZE A B 'C A B ; C. 30" 2" 3" 1.8" 2" 3'1: 12 0 714" 3" 4" 24" .. 3" 4" 48 ". . 4 "=61- 1 4" 5" 30" : 4" 5" LAWN PAVEMENT PLANTING ROW i . R(QW SPACING I SPACINt3 PLAN PLANT SPACING ROW:,SPACJNG 6" 5.2" 12" 10.4" 18" 15.6" 24" 20.8" 30" 26.0" 361.' 31.2" 46" 41.6" . t.�lefe Olr l :e: �4.Ie::1>. S:�Iifi�. rill? I ������"���..i•�II�- ��CIl�4:I L/16 Associates c - GOPMCHT co`n soil tovt: sheet title DETAILS r e v i s i o n s 06- I5 -Oq BLW. DEPT. REVISIONS issued fo`r: PERMIT Issue date: 05 -20 -Oq drawn by: approved by: PF F +5 scale: AS INDICATED. s e a 1 Teresita Falc6n Florida regl0ratlon No. LA000843 s e e t number 0 L6 sheet: 6 of cl k. HEIGHT A B UNDER 15' 8" 12" 15'-25! 10" 18" 25'- 30' 12" 2" OVER 30' 14" 2 TREE D IC MINIMUM ROOT BALL DIAMETER i l.a /1 r%r-T. A-. ROOT BALL DIAMETER PAW OT- PRUNED, BALLED D`BURLAPPED PALM rH BOTTOM QUARTER FRONDS PRUNED )EEP WATER - TAINING'SAUCER AYER OF MULCH OT BALL WITH RLAP" REMOVED DM TOP AND SIDES IISH GRADE ELEVATION MULCH, GRASS, PAVEMENT, D TOP OF CURB J J ma ow O� of ANTING SOIL MIXTURE LINDRICAL PLANTING PIT EXISTING SUBSOIL ROOT BALL DIAMETER TREE PLANTING DETAIL *T- PRUNED, BALLED ID BURLAPPED TREE TH ONE QUARTER OF ANCH'STRUCTURE IINNED OUT DEEP WATER - .TAINING'SAUCER LAYER OF MULCH )OT BALL WITH IRLAP REMOVED 0M TOP AND. SIDES 41SH GRADE ELEVATION MULCH, GRASS, PAVEMENT, ID TOP OF CURB J J Q' 2 m F- CL Ow Oa ANTING SOIL MIXTURE (LINDRICAL PLANTING PIT ":ISTING SUBSOIL C a i F U 2 C a a 0 a C 0 LTA I o. oc Z F O 3 J, U w,� I = I.e O c � s -PRUNED !PED. WITH BURLAP :D TO CED :D CALIPER CLEATS STRAPS : @RACES - :: = NAI S : 41, -8" 2X4X8" 2- 1F2 "XQQF . ._3. -2 *X 8" -12" 2)(4 X 12" 3-1 `Xa)':20" 4 = 2:1:4 ; 3 -`16d` 12 " -24" 2X4.X12" 3- 1/2"X'0:20" 5* - X4 3 -16d LINK PLAN SPACED iND TIES E 2s TR ST ACI G D TAIL. 2 NOTE: ALL WORK 8HALL.RE PERFORMED WITHIN THE LIMITS0F EXISTING STATE / 2 LOCAL RIGHT OF WAY, AND ALL IMPROVEMENTS SHALL BE CONSTRUCTED AND INSTALLED WITHIN SAID LIMITS. If 1 1eie( ti. t0l. 3ertr bl LAIS Associates c COPYRIGHT cansultaat r e v i s i o n s 1E)LV6,.0EFT. 06 -15 -Oq 1 REV15IONS Issued for: PERMIT issue dater 03 -20 -Oq draws by: opproved by: PF F +5 scale: A5 INDICATED s e a Teresita Falc6n Florida registration No. LA000843 0 7-t: she it number CALIPER STAKES TIES 1"- 3" 2 2= INCi0i A. AFTER 2` :- ZINGH-, 1p H; 3"- 4" 3 `2 -ING- DIAMETER 3 24. MpH WIDTH E 2s TR ST ACI G D TAIL. 2 NOTE: ALL WORK 8HALL.RE PERFORMED WITHIN THE LIMITS0F EXISTING STATE / 2 LOCAL RIGHT OF WAY, AND ALL IMPROVEMENTS SHALL BE CONSTRUCTED AND INSTALLED WITHIN SAID LIMITS. If 1 1eie( ti. t0l. 3ertr bl LAIS Associates c COPYRIGHT cansultaat r e v i s i o n s 1E)LV6,.0EFT. 06 -15 -Oq 1 REV15IONS Issued for: PERMIT issue dater 03 -20 -Oq draws by: opproved by: PF F +5 scale: A5 INDICATED s e a Teresita Falc6n Florida registration No. LA000843 0 7-t: she it number . - - - . - --- � - - \_ -1 ------ �__%1__11__1/__11_ . . Ai I - - � I � I I - I I I I � _ I I.": - ­11-1 ". ..­­­ , 11-l" f� I GENERAL REQUIREMENTS :PROTECTION, REMOVAL AND RELOCATION OF VEGETATION UNIT PAVERS . .�., �. I � �. . � .1 . IV . . . � IRRIGATION 11 ,1 ,..:, " � 1. . . I � I � �1, I . ,� Y.-, ,:1. 1, . 1, 1114 ­- . .11. M. ­­. �, J� ""' :­1_1 I .1. ".,'' 1. .:,: .,,., _1 . .,, I I I 1 �14��. �11:,_ .,�,91 I !..,.,. � .- . GENERAL GENERAL ... ,�, �:,,'�, 1­1 � 1. . �, ,.. ., ..: .. _ i..� ­- I-, GENERAL :. ....�, . , � __ 1-1 ,, L;. .., .:.....: . ". GENERAL ,. ;. ` ­� - . . �Lj*l ­j' � I -.1 �� - . I __ .11 � - , I , . .11 . I - - . . . � : � " �4_,.. ;� 1. ­ - .. I -1 , . ..:� -; - .., .. q � NG GENERAL .1 � 1. ". .." - . I � - -1 SPECIFICATIONS, APPLY TO THIS SECTION. AND SPECIAL CONDITIONS, APPLY TO THIS SECTION. �1� ; �_, �,.', . ".;,� RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL RELATED- DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDI AND SPECIAL CONDITIONS, APPLY TO THIS SECTION. AND SPECIAL coNbITIONS, APPLY TO THIS SECTION. AND SPECIAL CONDITIONS, AND DIVISION ": I : _`1 I ::::::: .% �', :. : �-, ...'11 : ... . - . 4. �-_, � : � 1. _., � : . . , � SUMMARY OF WORK WORK INCLUDES PROTECTION AND REMOVAL OF VEGETATION, PRECAST SUMMARY THIS SECTION INCLUDES PROTECTION, REMOVAL, AND RELOCATION OF VEGETATION. SUMMARY THIS SECTION INCLUDES PRECAST CONCRETE PAVERS SET ON SAND WITH SAND-FILLED SUMMARY THIS SECTION INCLUDES IRRIGATION FOR PLANTS. REFER TO 'PLANTS SPECIFICATION j '..... RGROUND IRRIGATION SYSTEM, PLANTING AND TRANSPLANTING OF � - ...... . : I .., q . .1, '.. : . a VEGETATION, AND SITE FURNISHINGS. JOINTS AND ON MORTAR WITH GROUTED JOINTS. SECTION,FOR MAINTENANCE ANDWARRANTY REQUIREMENTS RELATED TO THIS SECTION. REFER TO . p.. QUALITY ASSUIRANCE COMPLY WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING I . : . . � ENGINEERING DRAWINGS FOR: WATER SYSTEM REQUIRED FOR IRRIGATION AND ELECTRICAL SERVICE .�� I JURISDICTION, INCLUDING MIAMI-DADE COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCES QUALITY ASSURANCE COMPLY WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING REQUIRED FOR IRRIGATION AUTOMATIC CONTROLLER. . ITEMS FURNISHED BY OWNER OWNER WILL FURNISH BENCHES, LITTER RECEPTACLES, AND BUS STOP MANA GEMIENT AND CITY OF SUNNY ISLES BEACH. JURISDICTION, INCLUDING FLORIDA DEPARTMENT OF TRANSPORTATION, MIAMI-DADE COUNTY PUBLIC . . SHELTER FOR INSTALLATION BY CONTRACTOR. I Aftlfllf - �'.. COMPLY WITH APPLICABLE REQUIREMENTS AND PROVISIONS OF ANSI A300 (PART 5) MANAGEMENT, WORKS DEPARTMENT, AND CITY OF SUNNY ISLES BEACH PUBLIC WORKS DEPARTMENT. QUALITY ASSURANCE COMPLY WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING 11 :� .. 01tf. - il :Ew6I#0vk,0�_ ifw fi'V, -:- f0ft a 414-t AVAILABLE, SUBMIT PROPOSAL TO LANDSCAPE ARCHITECT FOR USE OF EQUIVALENT ITEM. PARTMENT - ,� I � I-4, D" �* , . . .1 I THER WOODY COMPLY WITH APPLICABLE PROVISIONS OF THE INTERLOCKING CONCRETE PAVEMENT INSTITUTE (ICPI) OF ENVIRONMENTAL RESOURCES MANAGEMENT, MIAMI-DADE WATER AND SEWER DEPA , . SU13STITUTIONS DO NOT MAKE MATERIAL, PRODUCT, EQUIPMENT, OR SYSTEM SUBSTITUTIONS. IF NOT AMERICAN NA TNONAL STANDARD FOR TREE CARE OPERA TIONS-TREE, SHRUB, AND 0 JURISDICTION, INCLUDING SOUTH FLORIDA WATER MANAGEMENT DISTRICT, MIAMI-DADE DE . ACCEPTANCE WILL BE IN THE FORM OF A CHANGE ORDER. PLANT MAINTENANCE-STANDARD PRACTICES (MANAGEMENT OF TREES AND SHRUBS DURING SITE TECH SPECS. CITY OF SUNNY ISLES BEACH. IRTMENT, AND PLANNING, SITE'DEVELOPMENT, AND CONSTRUCTION). � - '' L 0� L I '.1 '212.1 1;4(4 te"It -0.4 . - _ �# 1.0-1 ff, It, � I ENGAGE INTERLOCKING CONCRETE PAVEMENT INSTITUTE (ICPI) CURRENTLY CERTIFIED CONCRETE COMPLY WITH APPLICABLE PROVISIONS OF NATIONAL ELECTRICAL CODE (NEC) AND NATIONAL .Iiiff. tfll 1. ,. , - .1 � � ­ OWNER OCCUPANCY OWNER WILL OCCUPY PROJECT SITE DURING CONSTRUCTION. COOPERATE WITH COMPLY WITH APPLICABLE REQUIREMENTS AND PROVISIONS OF ANSI Z133, AMERICAN NATIONAL PAVER INSTALLER (LEVEL I OR LEVEL 11) WHO HAS MINIMUM 5 YEARS OF SUPERVISORY EXPERIENCE IN ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARDS. PROVIDE ELECTRICAL COMPONENTS Itolt 6:41: 4'. flor-th 11 . 4: OWNER DURING CONSTRUCTION OPERATIONS TO MINIL41ZE CONFLICTS AND FACILITATE OWNER USAGE. SmANDARar-ORARBORICULTURAL OPERA TIONS--SAFETY REQUIREMENTS COMPLY WITH APPLICABLE SUCCESSFULLY COMPLETED UNIT PAVER INSTALLATIONS SIMILAR IN MATERIAL, DESIGN, AND EXTENT THAT ARE LISTED AND LABELED BY UNDERWRITERS LABORATORIES (UL). � ., . ..." � - ., J.,P � � ., . VERIFICATION OF REQUIREMENTS VISIT THE PROJECT SITE TO EXAMINE SITE AND LOCAL CONDITIONS REQUIREMENT& OF FLORIDA POWER & LIGHT COMPANY, INCLUDING LINE CLEARANCE CERTIFICATION. TO THAT INDICATED FOR PROJECT. I lt.-54, V1.111 1. � 11,45444 , t:414f ","",,"", .................. . I . . . . . . . . . . . . . . . . . . . . . . . . . . . I ...... .111'.. � ......... - .... . __ - . � . � SUBMITTALS SUBMIT MANUFACTURIERS'TECHNICAL DATA, AND INSTALLATION AND MAINTENANCE I - - .... I-— ''.. I _ ­­ � =-:_':7� � UNDER WHICH THE WORK IS TO-SE PERFQR IONS WITH THE REQUIREMENTS F,NQA . E INTERNATIONAL SOCIETY OF AR ORICULTURE (ISA CURRENTLY CERTIFIED ARBORIST, WHO B FACTUREIRS'TECHNICAL DATA, AND INSTALLATION AND MAINTENANCE INSTRUCTIONS FOR MATERIALS, PROD MAssociates c COPYRIGHT I . MED.CORRELATE OBSERVAT . OF THE CONTRACT � _ . .... ' I �. �.. �Q IB � � ) � � � 1. . I DOCUMENTS. AT ONCE REPORT ERRORS, INCONSISTENCIES, OR OMISS16NS . UCTS, EQUIPMENT, AND SYSTEMS. SUBMIT RECORD DRAWINGS � IHIS DRAW1NG IS I HE FROMw OF M . PERIENCE. IN PROTECTION,'REMOVAL, AND: RELOCATION INSTRUCTIONS FOR MATERIALS AND PRODUCTS. SUBMIT ACTUAL SAMPLES OF EACH SIZE, COLOR, AND AND SPECIFICATIONS."F1 C - PUMPING SYSTEM, VALVE, AND AUTOMATIC CONTROLLER LOCATIONS, ASSOCIATES UNLESS OTHERWISE PROVIDED HAS-MIN IMWOFF 5 YEARS OF-SUPERVISORY EX , DISCOVERED TO THE LANDSCAPE ARCHITECT. . , I .11.1 . ... I . I ­ � ,. P ORD OF VtdEtATIONI, TO DIRECT ROOT PRUNING,'CANOPY TRIMMING,, AND VEGETATION DAMAGE REPAIRS TEXTURE OF UNIT PAVER INDICATED ON DRAWINGS. REFERENCED TO DEPENDABLE' I ATSITE. � BENCHMARKS. I'OR FY CONTRACT. THE CONTENTS OF THIS VERIFY COMPLETE PROJECT REQUIREMENT% INCLUDING EXISTING SUBSURFACE CONDITIONS, EXTENT DRAWING AM OONFIDENTIAI. AND SHAI.L NOT N TRANSMfffED'rO ANY PARTY EXCEff AS AUTI-IORIZED TO BY THE ARCHITECT / OF TRASH, DERR-IS, AND CONTAMINATION, AND LOCATION OF UNDERGROUND AND A13 ERECT MOCK-UPSFOR EACH FORM AND PATTERN OF UNIT PAVERS REQUIRED TO VERIFY SELECTIONS SITE VISITS SCHEDULE SITE VISITS BY LANDSCAPE ARCHITE C-T FOR FIELD OBSERVATION OF TRENCHING ENGINEERS OF RECORD. I UTILITIES, BEFORE SUBM17TAL OF BID. OVE-GROUND ENGAGE INTER.-NATIONAL SOCIETY OF ARBORICULTURE (ISA) CURRENTLY CERTIFIED UTILITY MADE UNDER-SAMPLE SUBMITTALS. USE SAME MATERIALS AND METHODS AS INDICATED FOR FINAL AND BACKFILLING, HYDROSTATIC TESTING, AND OPERATIONAL TESTING. - SPECIALIST, WHOO H. AS. MINIMUM OF 5 YEARS OF SUPERVISORY EXPERIENCE IN PROTECTION, REMOVAL, UNIT OF WORK. DOE . KMANSHIP THAT WILL BE PRODUCED: IN FINAL UNIT OF .1 . � . AND RELOCATIOIN OF VEGETATION, TO DIRECT ROOT PRUNING, CANOPY TRIMMING, AND VEGETATION WORK. OBTAIN LANDSCAPE ARCHITEcrs ACCEPTANCE OF MOCK-UPS BEFORE START OF FINAL UNIT OF PRODUCTS � . consultan : REVIEW OF CONT-RACT DOCUMENTSAND.FlIELDCONDMONS; CAREFULLY STUDY AND COMPARE DAMAGE REPARS AT SITE NEAR UTILITY LINES. WORK. RETAIN AND MAINTAIN MOCK-UPS DURING CONSTRUCTION IN UNDISTURBED CONDITION AS 1.�.�:.�;�-,,�.-',.�:-�-���.,..�., - __ � '..... , CONTRACT DOWMEN-TS.-WIT.KEACH OTWERs AND;W.iT-1+­SU4kWYS, ICH INCLUDE ... . _ � ,�_�',,.� -��., . . . . . . - ­ .1 I . WH . . . -, 7, � __ � . I _.....", ...-I-.6 - 1 �, �.!� ." �� " .L ­ I 1�, ­ ' . ", - , 'M�ft:., 1, 1.10 . w ., - Ir"'I.A.A , ,x q 0, �, � . �: ... , !, A .,1",Nr,�q+,.s � LEGAL PESCRIPTIIOOS"ANO��LINTAT'I.ONS, PH`YS1C&:-CkAkAdTERI' STANDARD FOR JUDGING COMPLETED UNIT OF WORK. PRODUCTS SUBJECT TO COMPLIANCE WITH APPLICABLE REQUIREMENTS, PROVIDE MAT .­­... ..",_:�1;:z, , ..: I ­ , $TICS AND-UTILITY. LOCATIONS-FOR Off-EMSITS SCHEDULE SITE VISIT BY LANDSCAPE ARCHITECT TO REVIEW TAGGING OF VEGETATION TO I ERIALS, . , 'V­ .4�:�,.:�_.__._ , * . �. .I..... ' ' - . .11 .. 1-11 .. - �.� 11.1. - ,'_ ''� _ . . �, '' , - '', , "'.. , " %. _FUR . . I I :��'..�.,��,*-,.,;"..""��,���.:�-.',iw�s , .. . THE SITE 0F THE PROJECT WISH � .1 � PRODUCTS, AND EQUIPMENT IN SIZES AND QUANTITIES, AND OF TYPES AND MANUFACTURERS .1 �. 9p:51W.. _ � I ED BY OV*Ek.�AfONCE REPORT ERRORS INCONSISTENCIES, OR SE-006 CTED. . 11111. 4411000'. . I . ... I I 16 , . . - Z.� � %0%".U:; OMISSIONS DIS66�iRED:+C) THE LANDSCAPE ARCHITECT. DELIVERY, STO SCHEDULED ON DRAWINGS. 1_-�`�:�­_ !:, � , __ I RAGE, ANU HANDLING PROTECT AGGREGATES AND UNIT PAVERSDURING DELIVERY, � :-�::�:�".._. " , -, - ; ,;�i:":��:: , ��,_ ., I " : PRODUCTS STORAGE, AND CONSTRUCTIONAGAINST WETTING 13Y RAIWORGROUND WATERAND AGAINST SOILAGE I . . �­­ - - ­ ,. _ .... I ­',!::��.­�� I OR CONTAMINATION F . . I _�� ,",� -.1 � , "I., I.- . � � � . � � ...:", I ­.., L � � I'-,:,. TAKE FIELD. MEASUREMENTS AND VERIFY FIELD CONDITIONS. CAREFULLY COMPARE SUCH FIELD I ROWEARTH AND OTHER MATERIALS. PROTECT GROUTAND MORTAR MATERIALS � OARSE SAND, FREE OF SILT, SLUDGE, AND TOXIC MATERIALS, WITH 100 � � ­:` - .,:­��_, I :: - - ,�,7,�.:'.."�,;";;;":.�..�,%'�:1 e�:.11_ SAND CLEANED, WASHED C ,_ ... . � ­­ __... 1. � . * ' , - FROM DETERIORATION BY MOISTURE AND TEMPERATURE. STORE MATERIALS IN DRY LOCATION PERCENT OF THE SAND PASSING A NUMBER 8 SIEVE AND NOT MORE TH 4 PERCENT PASSING A I MEASUREMENTS- AND* CONDITIONS AND: OTHER INFORMATIO ­KN0 " I N.: . WIN TO THE CONTRACTOR WITH THE TEMPORARY- GUARDS SUBJECT TO COMPLIANCE WITH APPLICA LEREQUIREMENTS, PROVIDE OR IN WATERPROOF CONTAINERS. PROTECT UNIT PAVER WORK WHEN AT OSPHERIC TEMPE TURE IS . AN � . . I Is '.. '' � � I E COMMENCING ACTIVITIES IMMEDIATELY REPORT ERRORS, POLYETHYLENE CONTRACTORS GRADE SMOOTH TOP DIAMOND FENCE .PLASTIC NETT M RA . OC i . ING BELOW 40."F, AND WHEN TEMPERATURE AND HUMIDITY CONDITIONS PRODUCE EXCESSIVE NUMBER 100 SIEVE. I INCONSISTENCIES, OR OMISSIONSTO THE LANDSCAPE ARCHITECT. MANUFACTURED BY GEO-SYNTHETICS'PROVIDE STAKES OF SOUND, NEW TREATED SOFTWOOD, FREE EVAPORATION OF BEDS AND GROUT. RACEWAYS PROVIDE POLYVINYL CHLORIDE (PVC) RIGID NONMETALLIC CONDUIT (RNC) AND FITTINGS OF KNOTHOLES AND OTHER DEFECTS. UNDERGROUND, MINIMUM SIZE 7 . . � DIMENSIONS AND ELEVATIONS VERIFY DIMENSIONS AND ELEVATIONS AT PROJECT SITE BEFORE . 2 (IINCH). COMPLY WITH NEMA TC-2, NEMA TC-3, AND UL 651. CONVERT - ` -, COMMENCEMENT OF WORK. EXECUTION . TO HOT-DIP GALVANIZED RIGID STEEL CONDUIT (RSC) BEFORE RISING ABOVE GROUND. . V". . t� K - I I . . .. . 1.� 3. GENERAL SUBJECT TO COMPLIANCE WITH APPLICABLE REQUIREMENTS, PROVIDE MATERIALS AND PROVIDE HOT-DIP GALVANIZED RIGID STEEL CONDUIT IN DRY, DAMP, AND WET LOCATIONS ABOVE �: ii . � DEFINITIONS TERM FURNISH MEANS TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR GENERAL PROTECT VEGETATION AS INDICATED ON DRAWINGS AND AS REQUIRED TO PERMIT NEW PRODUCTS IN SIZES, IN QUANTITIES, AND OF TYPES AND MANUFACTURERS SCHEDULED ON DRAWINGS. GROUND. COMPLY WITH ANSI C80.1. lk UNLOADING, UNPACKING, ASSEMBLY INSTALLATION, AND SIMILAR OPERATORS. TERM INSTALL IS USED CONSTRUCTION. USE HAND METHODS FOR GRUBBING INSIDE DRIP LINE OF VEGETATION INDICATED TO . . .,kl� TO DESCRIBE OPERATIONS AT PAOJE'CT SITE INCLUDING UNLOADING, UNPACKING, ASSEMBLY, REMAIN. PROTECT AND MAINTAIN GRADE STAKES, BENCHMARKS, AND SURVEY CONTROL POINTS FROM CONCRETE PAVERS PROVIDE ASTM C 936 SOLID CONCRETE INTERLOCKING PAVERS MADE FROM WIRES PROVIDE MINIMUM 14 AWG WIRES. PROVIDE SOLID COPPER CONDUCTORS FOR SIZES 10 AWG ,�;." ERECTION, PLACING, ANCHORING, APPLYING, WORK-ING TO DIMENSION, FINISHING, CURING, DISTURBANCE. ..�, I � I I. I LL, . * PROTECTING, CLEANING, AND SIMILAR OPERATIONS. TERM PROVIDE MEANS FURNISH AND NSTA NORMAL WEIGHT AGGREGATES AND ASTM C 979 COLOR PIGMENT MATERIAL, AND WITH ASTM C 140 AND SMALLER, STRANDED COPPER CONDUCTORS FOR SIZES 8 AWG AND LARGER. PROVIDE COPPER le't '. COMPLETE AND READY FOR INTENDED USE. MINIMUM COMPRESSIVE STRENGTH OF 7200 PSI AND MAXIMUM WATER ABSORPTION OF 7 PERCENT. CONDUCTORS WITH CONDUCTIVITY OF 98 PERCENT AT 68-F (20-C). PROVIDE WIRES WITH THHN/THWN .. s. ,". PROTECTION OF VEGETATION LOCATE AND CLEARLY TAG VEGETATION INDICATED TO BE PROTECTED THERMOPLASTIC INSULATION. 11�k DRAWINGS AND SPECIFICAT11IONS DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, AND WHAT IS OR RELOCATED WERIFY AT PROJECT SITE WITH LANDSCAPE ARCHITECT. CONCRETE FOR CURBS AND SLABS NORMAL-WEIGHT, READY-MIX CONCRETE WITH MINIMUM REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, MAXIMUM SLUMP OF 4 INCHES, AND 2 TO 4 PERCENT SPLICES SUBJECT TO COMPLIANCE WITH APPLICABLE REQUIREMENTS, PROVIDE DRY AND DBR DIRECT M PROVIDE TEMPOIRARY GUARDS AS REQUIRED TO PRESERVE VEGETATION TO BE PROTECTED. WATER AIR CONTENT. AND MAXIMUM WATER-TO-CEMENT RATIO OF 0.58. BURIAL SPLICE KITS MANUFACTURED BY 3M. U VEGETATION AS IREQUIRED TO MAINTAIN ITS HEALTH DURING CONSTRUCTION. <� STANDARDS APPLICABLE STANDARDS OF CONSTRUCTION INDUSTRY ARE MADE A PART OF CONTRACT LU AGGREGATE FOR BASE SOUND CRUSHED STONE OR GRAVEL, ASTM D 448, SIZE NUMBER 8 FOR COARSE LINE MARKERS SUBJECT TO COMPLIANCE WITH APPLICABLE REQUIREMENTS, PROVIDE CID (n . THE STANDARDS HAVE SAME FORCE AND EFFECT AS IF COPIED OR PRESERVE VEGETATION INDICATED TO BE PROTECTED OR RELOCATED FROM UNNECESSARY CUTTING AGGREGATE. PLASTIC-ENCASED ALUMINUM BLUE DETECTABLE UNDERGROUND TAPE MANUFACTURED BY C H 164. BOUND DIRECTLY INTO CONTRACT DOCUMENTS. COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF OR BREAKING OF' ROOTS AND FRONDS, SKINNING OR BRUISING OF TRUNK, OR SMOTHERING BY HANSON AND LABELED BURIED UNDERGROUND IRRIGATION LINE BELOW. . PEDESTRIAN AND VEHICULAR TRAFFIC, VEHICULAR PARKING, OR STOCKPILING OF CONSTRUCTION GEOTEXTILE WOVEN OR NONWOVEN POLYESTER OR POLYPROPYLENE. . D. CONFLICTING STANDARDS WHERE COMPLIANCE WITH SPECIFIED STANDARDS OR REQUIREMENTS MATERIALS WITHIN 2 FEET OUTSIDE DRIP LINE. EXECUTION >_ z SAND FOR SETTING COURSE FINE, SHARP, NONPLASTIC AGGREGATE, ASTM C 33 WITH 95 TO 100 z D� ESTABLISHES DIFFERENT OR CONFLICTING LEVELS OF QUALITY, MOST STRINGENT STANDARD OR INSTALL PLASTIG NETTING FENCE IN ACCORDANCE WITH PUBLISHED RECOMMENDATIONS OF PERCENT OF THE SAND PASSING A NUMBER 4 SIEVE AND NO MORE THAN 1 PERCENT PASSING A DESIGN DESIGN PRESSURES ARE INDICATED ON DRAWINGS AT CONNECTION TO WATER SUPPLY AND V> . REQUIREMENT IS INTENDED AND WILL BE ENFORCED. MANUFACTURERS AND AS INDICATED ON DRAWINGS. NUMBER 200 SIEVE. . AT FARTHEST STATION POINTS. VERIFY THAT PRESSURE AT WATER SUPPLY IS MAINTAINED ABOVE . TEMPORARY FACILITIES PROVIDE UTILITY SERVICES, CONSTRUCTION FACILITIES, SECURITY AND REPAIR DAMA INDICATED PRESSURE AT TIME OF DAY WHEN IRRIGATION IS PROGRAMMED TO OPERATE. 6 , GE TO VEGETATION. REPLACE VEGETATION THAT CANNOT BE RESTORED AS DETERMINED JOINT MATERIAL FOR PAVERS SET ON SAND FINE, SHARP, WASHED SAND, ASTM C 144 WITH 100 >_ PROTECTION PROVISIONS, AND SUPPORT FACILITIES AS REQUIRED FOR THE EXECUTION OF THE WORK. BY LANDSCAPE AkRCHITECT. DESIGN LAYOUT DESIGN COMPONENT LOCATIONS ARE APPROXIMATE. MAKE ADJUSTMENTS AS L_ PERCENT OF THE SAND PASSING A NUMBER 8 SIEVE AND NO MORE THAN 1 PERCENT PASSING A U NUMBER 200 SIEVE. NECESSARY TO AVOID VEGETATION AND OTHER OBSTRUCTIONS. DO NOT DECREASE SYSTEM I TEMPORARY SECURITY AND PROTECTION PROVISIONS REQUIRED INCLUDE, BUT ARE NOT LIMITED TO, REMOVAL OF VEGETATION REMOVE VEGETATION INDICATED TO BE REMOVED. COMPLETELY REMOVE I COMPONENT QUANTITIES INDICATED UNLESS OTHERWISE ACCEPTABLE TO LAND CAPE CHITECT Ali BARRICADES, WARNI. SIGNS AND LIGHTS, ENVIRONMENTAL PROTECTION, AND SIMILAR PROVISIONS STUMPS, ROOTS, AND OTHER DEBRIS THAT INTERFERE WITH NEW CONSTRUCTION. PRUNE ROOTS AND BOND COAT PORTLAND CEMENT PASTE. S AR . . , 1.� .. - .. � INTENDED TO MINIMIZE PROPERTY LOSSES, PERSONAL INJURIIIES,AND CLAIM&FORMAMAGIES AT BRANCHESOF'VE E-TATIONINDICATED TORE PROTECTED ORAELOCATEDAS REQUIRED TO PERMIT TRENCHING EXCAVATE STRAIGHT AND TRUE WITH BOTTOM UNIFORMLY SLOPED TO LOW POINTS. ' . . I .. , � P. � � ., � � PROJECT SITE., PROVIDE BARRICADES, AND WARNING LIGHTS AND SIGNS AS REQUIRIED13Y AUTHORITIES NEW, �N %X A EGETATION. TEMPORARILY ME0%TATR FOR SETTING PAVERS ON CONCRETE CURB LATEX-MODIFIED PORTLAND CEMENT MORTAR. EXCAVATE TRENCHES TO A DEPTH OF 3 INCHES BELOW INVERT OF PIPE. PROVIDE MINIMUM COVER G JURISDICTION. CS C S UCT'O C ., , , � HAVIN I 1 7 it - POSED) R; T W DRYING OUT. COVER CUT 0 M��N �M . 6 ,. . - � .'' . . OVER TOP OF PIPING INDICATED ON DRAWINGS. .. OT TrIS CT * r R SSITHSA ORY 1. RTAR ' ASTM C 270, TYPE M, WITH PORTLAND CEMENT, ASTM C 150, TYPE I OR 11; HYDRATED . � � LIVS prolect number: TRAFFIC ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT I . . . I LIME, ASTM C 207, TYPE S; AND AGGREGATE, ASTM C 144, WITH FINENESS MODULE OF 2.25 PLUS OR I FACILITIES. Ck) NOT CLOSE -OR'08STRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES MINUS. PROTECT EXISTING VEGETATION. DO NOT EXCAVATE WITHIN DRIPLINEOF VEGETATION. JACK PIPING WITHOUT PERMISSION FROM- GOVERNING AUTHORITIES HAVING JURISDICTION. � SLEEVES UNDER ROOT SYSTEM IF POSSIBLE. TRANSPLANT AND REPLANT VEGETATION ASNECESSARY � 200822 � MORTARBIED BOND COAT PORTLAND CEMENT PASTE. TO COMPLETE INSTALLATION. REPLACE DAMAGED VidETATION WITH'NtW TO MATCH EXISTING. . . I SITE CON011TIONSPROC . EED WITH AND. COMPLETE WORK AS RAPIDLY AS PORTIONS OF SITE BECOME BACKFILLING BACKFILL WITH SATISFACTORY MATERIAL FROM EXCAVATION..: � Client pr ject number: AVAILABLE WORK WITHWEATHER LIMITATIONS FOR EACH TYPE OF PRODUCT AND INSTALLATION � JOINT MATERIAL FOR PAVERS SET ON MORTAR POLYMERIC SAND. ..REMOVE ORGM, IC , . REQUIRED. . . . I � MATERIAL AS WELL AS ROCKS AND DEBRIS LARGERtHAN I INCH ,IN DIAMETER. BACKFILL WITH SAND IF I DISPOSAL � EXCAVATEDImATeRIAL IS NOT ACCEPTABLE TO LANDSCAPE ARCHITECT PLACE AND COMPACT I . ­ OF WASTE REMOVE AND LEGALLY DISPOSE OF SURPLUS SOIL AND ASTEMATERIAL, JOINT FILLER PREMOLDED FILLER, 1/2 INCH THICK. � . I ..­ ' 1. � , I � I W. .. 200;_ 1 324 � � INCLUDING EXOESS.SLI S. * SATISFACTORY SOIL MATERIAL IN 64NCH LAYERS TO DENSITY OFSUkfi6' i ' " :� ' ''* � B IOIL, UNSUITABLE SOIL, TRASH, DEBRIS, AND CONTAMINATED MATERIAL, OFF I UNDING:OR1 GINAL GROUND. NTft-PROTIECTIQN.:PROV,IDE PROTECTION, OPERATE T-EMPORARY-F I ITIES, AND � PROACT`S.� . . ­ :� , ­ . - �.. I A c, 4 IT-E.'DONOT USE I I CONDI . "��" .., . . . . , : . , WASTE MATERIAL AS BACKF ILL OR IN. PLANTING SOIL MIXTURES. BURNING EXECUTION I VA . I I jcvc.00 i-IR -'.­54.iN:'W,1W -'OR%BY--METHOD.S:�.T.f-i'.-T'.Cp .. .W1TR'E W. Y is '' RMITTE&ON PROJECT SITE. EXISTING PAVEMENTS WHERE EXISTING PAVEMENTS MUST BE CUT TO INS .. _$ . ... f � A-,'. S .1 . A ,. j. - I ­'. :-111.: 7 .��k. NKY - il .�, . I . . NOTPE I s IN 6 0 t t I t I 0 -, . � . �. :; � . . .1 I I .1 .. . IN A . . 'W: Cut S.M RAI E8'6INCHESWIDER THAN TRENCH. JACK PI ING. LEEVE _' ' , "'00,6, !�` ­:` " � . --z!Mlp � - :. � . .., .. ­ - .... - .� ', ... , REGUPMON.S. JAIN �... ..., . � I I .. W -THE- ... . .. � I , AkPIE IRRIGATION __..... . . I � � TALL LANDSC � .......... . MIZE ..! . f.mb, . � ­­­. 1_.0 IL WTHA AI&W � ...... . 11901L HT's - - .. - ..... . : . ... ... . , ., ... - _ � . . . . . . . . .-.1 INATE � - AVOI . ... .. i�­; .1 .. SYSTE OOTHLYTOST I GHTLIN . ­! ... D OR - SE�-,( � .... 'TIPR' -� - I A NIN A A ERA A I " I . . 0 .8 S � . � � .. . I C-T-Us. UNDERPAV NG4MATERIAL-AT WALKS IF POSSIBLE.. . .. . * � . FOF . I* ` * � I � I . wl �.. 'MIN.1 . I ­ 01 MAKIN "S'A .-,EQ'IP � RW-� MHOURS THAT WI J.1 ii COMPLA TS: ROM PERSONS S LM- I LS � 11 � SPEORICATIONS N 6E : .6 TO.OL WID . U -M .. � . ... . . J�A U VOIDS, . . , " I I � . I . ­ . . . .. 1. . .. � I'S - ISHIED E PTH,AND W DTH. BACKFILL WITH DRY.SAN AN E di meNT.S.'NIE, R7THE - ItEll, OM O 'O T L T�' CT tj ..� - - T HA, � U'- * , FULN . ­ X� . . POLLU!. MW D ­ " ,)F. TV ..44. . fQ INIT ST LL T' 0. ,w -, . j-s . , . �V. IPMF, ' � �, CE S M ... : : . . : RE ME PA N OF , A , : OW I C - t 0 �A" TI T , OT C , : D SC )L ONS AND HER DEFE ,� . : - ... . 1. ­� ,.. - . . W � I I . I � ,� . I ORK. I QUIRE I . � I � _­ �. - I � . �'. �D.DE I � ­ � . .. . - . .1 . . - I O�PLACING� D . . .1 , ' ­ - . . . . .. 11 � � COMPRA -,T - 6-INCH LLAYERS. REPAIR: OR REPLACE PAVEMENT CUTS W1 H'Eauiv,AL . ENTIMATERIALS , I -p 'J6 NO 'CON L MEAS .. E I . . . . . � � I ­ . �� .CTINGIN I . .T , jo Q I : TO! P I EROS ... fot �M..10104 R V IiiRNS-10114. -*.-M-0 � A UR S -, IEVENT.�EROSION ORDISP CEMENT ANDfINISHES. . 1, I �, 'Of 80 . - 1. .1 . .. .L.A.,... COMPACT SOIL SUBGRADE .� I - 11 . I .. ­ .. ,0, -4., .4-14..A.-i�,.-�m�ri��,,'WIL,.-',""-�".,.'J "' � ' I UN.0FP ' � I , RCgNT,OF ASTM D 1557 LABORATORY � . .1 . � , .� . :_.. �. �R � UNIFORMLY TO AT LEAST I - I ILS � AND -,P..$( : 14G� M'R;?R I . ,'95 P I .1. , � W � ' OR-AIRBORNEDUSTIOA " * � , �. . - I I I I I . , . . ' ITY.:PROOFA 7LL'S,UbGI., .' ' M. '- I � I I . .. . AND ' ... .. I .tA � . " � ,� - . . � -1, - . - IES, N A.L*K-.-W­A'YS-'.: PR d.. " ` A "I -­ IRE'li" '6FROM . � R PROCEEDING INSTALLOOK,11491ALL MATERIAL$; PRODUCT" -E -CCORDANCIIE WITH , T :": , .". ., ­ -.1 OTIECT iW I R.) 41 N� 6 �' DE AND CII . _ . E , PROPER' .V, I ' - : .. . f � . . . �4:.HOLIk DJACENT DIE �. I � I I : DIRRECT DEFICIENCIESIN SUBGRADE .BEFO e I _..., _­­ '.V.: :7 STOCKPILEDMO ; . . I �, _­�;� . , � �_;._­­. .,,..1­1.1.:_.�­.._. 7.­ ...- - . .. .; ..QUIPMENT, AND SYSTEMS IN A . I I � -A -LATION PLACE 00 k ­ SUBGRADE. PUBLISH ­ _ ECOMMENDATIONS'6 "*MANUFA CTURER. . . . ROSi : ­ : * ' *: i ,,, __ . I WITH 1 NST .L NC ETE C UM o Sr E � OPM : N*6 L: D CES. f I ONWITHAPPR ATECO �. I.. ­ itO ' ' � .R � - NO AGGREGATE BASE OVER COMPACTED , - eD"R ... . � � .., � � I . � I I �. F . I I I . I COMPACT AGGRE E BASE WITH PLATE VIB . , � � I . : ... 1. 1 � 1. � . . I I I ; I 7 i_. . I I I ------ `- ­­ � - . E I -- �- , � I -- - --- - . - - I � . . .. � I-PAT RATOR TO AT LEAST 1 00 PERCENT OF ASTM 1557 MAXIMUM I I.. �. I.. �. � � 1: � . � ­ ... I .1 .. . PROVE1. �� I . �. ::� ::* ... ., f3AM: Ff- . LABORATORY DENSITY. . � � . I I .. AOTR^� I . - . REVENT DAMAGE TO . � DNNECT- IRR ON , . * " ­ , . . I.. . - ... � I . .�:. - ION. NEC � . SARY, TO P N Nl , , . I.. - , ROVEMtN I I . ftP .i.: �CTIMPROVI-EMENT-S.C.)NOROJ'Et'.,T' �* ' i . ' ' . . .. �� SITRAND T'O .. ­:­; . . . I I .. ... N^.V . . , mw ... I .� 1. 1. �... PROVIDE CAST-IN-PLACE CONCRETE SLABS AND CURB AS INDICATED ON DRAWINGS. PROVIDE . 06-15-041 � , ADJOININGP p , , T S�-. .:. E,t 'I P, E -HEIA- ORIGINAL CONDITION AS � . .1 I �1_ . C EC'� 9 DE. IMP ICN D A E ON T_ I : ­.. I .I . , .. � � kTS TOT : I . � ­ , MAINTAI ' - * I I . I EXPANSION JOINT, WITH JOINT FILLER FULL LENGTH AND DEPTH . . . . ­­p ­s . . � � .. I IES:... .:IN : JU ISO C N. I T MPO V . 131.06. MTT. REV151M ACCEPTABI rd ..... .. I . ".. I - I . OF JOINT, AGAINST EXISTING CURB E ARY Ai � I . ,� � . . I ­ - � � I AND GUTTER. � I I I I - � I .1 � . � . . 1. .. - � - .. � . . �. ­1 .. .1 .. I 1. ­­ - . �: � .� � I . PROTIECT-10111f.,6V ��UTILITY tO 10WIND" ...ED.*,-ON,$.VR.V.,EY.-;...*,,,... 0 p TIC ST MRS INSTAILLAUTOM T _V 5XJES�-� � , � : .10T. _ . I ­.1. . %JMT - * * , - * ­. � 0.1. * . I . ._CAT ., T I.. . ­... .RAW �.. TOM � , .. . :C.1 - I � .,...A -.. ATIONN, L .. __.p _4 . .., A. IC. VALVES IN. VAL . -RR *FOR . . . � . CRETE " , �-` % ... - _95�8( A ,ANGED_ vEASY ".. � � � UR SAS. INDI I I � A[ - t ,&N ., *4 REMOM' L PROVIDE PI R.,E,.-ADAP. T'bRIS- REDUQ­jER_,S`:- Al. - b­VA ,�,�V '" * '.$:-AS.. RiEQ . I �� I . ..... I . N OPUNI _k `� t 'D A '-.,S-.-* LIND ILITIES . . OVIDE. CASTwIN-PLACE CON _.B, ., I � . � � . At, a W ,. ,* . I . . 11' ,6TKZ­­4iO-­ .., , �,ikd.`buk .A- - , CATED ON DRAWINGS. PROV EXPANSION - , - . . . ! .. A.ND INGS: 'A :. APPIROXIMATE.-0MRM NE�.-EXA ,.%, .. .. .ARE: PR - ' - U'EPLIJO . !...,.. ...., ... ED. . I . . .. TO PROVIDE FLOW RATE OF` UIRED FOR . � I I-7. . ': , , :, , , * '. .. k ' ':� :�. � � 2 ... . N ... .. � - ,. -T AUTOMATI ­ . . UIR I - .RK:��'PIROT:Trz& JOINTS';WITH JOINT FILLER FO -OF JOINT ADJUS ­� I ,...* ­ * - RATE -0. .1 i I . . � .. MENCEMENT 017 W -6 ­ UTILIT-11 . E410AV . OID''PO.SSIBLE DAMAGE. REPAIR ,,L WIDTHAND DEPTH .1 , AT 50 FEET MAXIMUM. PROVIDE CURB .. - , C VALVES _11. . 110: N � W RP UT � IDE CURB )ju t . t - I., . � .1.1 ' ' . ' - ' I . ­­ .� .. . ., ,. .. .. 11 . . ... . I .1 . . . . . . . . WEAKEN D-PLANI (CON: RAC' --ON) JOINTS, FULL WIDTH AND ONE THIRD DEPTH OF CURB, EVERY 10 E -i 1. TION.tTATION. � . - � � .1 0 C - IES TO_THE�SAtISF IONOF UTILITY OWNER. T ' t ri - ACH IRRIGA. . . ,,� . RL-2 ILIT' � , .. O, .JED IF E I . . . FEE . I I . . I . I I . I . � I I � � � I � � 11 I . � , ­ I . . .. . . PRODUCTS . . . 11. I I . � WIRING INSTALL COND, UITS AND WIRES-70 CONNECT AUTOMATIC CONTROLLER TOAUTOM � . - * : , . . .., .:... . � . . . S - WITTCH.�WATERPROOF W11411. - ** REMOVE SUP. � � E - - �_ �....­.. , -.6 , I , -,.'­ ­ �O'SOLIC-ESWItH IDAECT-BURIAL I . � . ,STANCE,SfR CONCRETECURB THAT COULDIMPA . ATIC . - I.". jL. CTRIG-V VESAND:RAIN - ' � . . , � � � ­OK ' _'igT7"A`LIS. .," il' - A BONDING OF MORTAR. SET UNIT I �W_� ..... AL I : . EN OR 8 I PAVERS ON CURB, WITH: MQR�_.;... . .. 'sp : NOT %.. � �, - �, i ­� - C,Alk , ,ION OF PAVERS SET ON MORTAR TO MATCH LICE:%*KITS IN 'STATION VALVE-B6XES. APPLICABLE TO THIS SECTION. , , 1. .-I-I.-., 8. ,,H ELEVA. . . � - . .T I ' I I I - I � ELEVATION, OF ADJACENTPAVItIRS-SET ON: SANDAFTEWCOMPACTION. I . . I I . . I . . � I � I - . EXECUTION � �.. � , .� I I � PIPEISLEEVES PROVIDE SLEEVES TWICE WATER PIPE SIZE UNDER PAVEMENTS AND THR . OUGH PLANTER . � . . � PLACE SAND��F�OR,,�.S.ETT-INGI.COU!R,4E ANUSCREED TO THICKNESS OF I TO 1-1/4 INCH. TREAT SETTING . � ,__ ­­­'1%­­ . i.. � � WALLS. . COURSE 1, H1, '' - . . . . NOT APPLICABLE TO THIS SECTION. . I WT i'SOI.L.1STERILIZER PLACEPAVERS HAND-TIGHT AGAINST SPACER BARS. CUT PAVERS WITH � , .. I , _ ,. - � . . ..... _ �, , .1 11 . � . . . - . MOTOR-DRIVEN,MASONRY:SAW. I I � IF I . � I , .. � I � PIPINGIAY PIPING-OWSOLIDSUOP,.ASE;�: N -OR .. ,. .1 � . :; '. ­­ .. v , VILY,�SLOPEO WITHOUT. HUMPS OR F.. - * O. , . .. I �DE I�Ig$Sj NS..-.. . , . I .. . �. t.. !.,,.:�. ,__1 *1 ' ' _ . . "' *i i6VE 40'f,(40:10)� IWST-RICTACC c I I � � � I � ­ ' ' - �': . .1 ..- . ._ . � I � INS.TALC:�ii�C'.��iO'k:..:�ik-.*'6RY-:w,EA . tA I _.._ J... ,,:_f, � .INER�WHEWTEMPIEEF 'TURE IS Al PROVIDE STRAIGHT LIN .1 �� . . . ._.... OIRDAN E ­ .�. ..... .. � - - I � � . -N .'F, .-C..T.UR-ER!S-,'INSTRU 0T.-IO S-...A- .1Q.- -JOI. - 6: - - ji - AT:LEA1t-.t24...H6UR&At_ - . 'r. I . I : ." , . , .11 . �S%AND SMOOTH CURVES WITH CLEAR, SHARP, AND UNCHIPPED EDGES TO FIT WITHMA-W .. issuedfor _ I -A .11 � . .1. . ... N.. I : , _;.O__� ..... ­.. , .11�. W NT 'TQsCURE: .: .. .. I ADJACENTWORK�NEATLY. ERAT.0 .- UNLE i "& ' : 'RE ` 1B I . TEMP ` , 9SAI3 : VE 40-,, F ' 1 � . � . _9 . (4ot)::81EFORE71ESTING, SSr THER-WISE i COMMENDED. Y . � 11 11 � I I ­ � MANUFACTURER.., � � I I PERMIT I ­ ..1. � I .. ­ � . . . . . I I VIBRATE-PAVF-�R-$:,iNTO.i,�SE-�,T,TIN,G::.Q�,OURSE WITHA , � � .- . I � . . I I , _ I "17 � �. 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I I—. +,­... �. _ ��:.�.. . _ +�.�_ % I `�..* ,+ _ + �� ,:', � � .1. .�: I. � ... 1. �.. � , - � -, � .... +1 � . . . 1, . . . ... . 11 - .1 .­_ ...., - . O'CONE ' '' * . QKWWIL+��': 1_47 ' . � � � � OPE� . - 10"'PIR 'b ­ LANDSPAPE, . .1 �`­ �.:* . .. .. f..1. ,15 i] ,. . - .....", -, 11 e .$Wk T­` ' ­ "I *P+-IIA'.C�-K,...-..LL.�lS�.[N'.PL-A-'�C.IE,'�-,A-ND . ": � I I R."TIO ­­44"", ", tiftk.D ....- IC E �,.. � .1. .. GROUT -FROM UNIT PAVERS. WASH A14 -XPO.SED� SURFACES ..�.,...7,,.�T;..,�,�,.��-�,��A.�,�.., .,+ - REMOVE EXCESS, _ 'M I I � � I... �� ., ,� I , , io�*Tei,T,�I -E -.,f .. I I Tie 'ON - _,E-'�QF A -,-R TIE -'T- -OR . SO* , ,:RP..j 0_+::�PtAF . - i NO AND. - . . - i �,A ­ TES a . . .-A. . '. ,.... + .- +1. - , .- , � $TIN '.., S",: GwO vETE .. - ADJUSTEWT _. +. . . - . . Z " . J ­ - - - _,.�� . ., )AANO-Sd , T�--..,_- Q-514 -_ -1 " . " .., :, - , 4_.It,I-0N--_-,bV JONS�!4'ft ", .' P� AR­ T-ECTTH-AT � , .­ I-— I , _Mft .. I � 1. 11 �Systt4b,OMPONEJM ,f , - ,00 . � .. � - - I- , � , - Wk `61TIONSIN A MANNER, ACCEPTABLE: TO 0 .. � . .1 I -.1, ­ ­­: $A � v,, � � - , D SCRUB E � P I - �NAL F CLEAN � -PROVIDE F NAL P - s , , 5..., ....kAL . 'S , ., ­ E IbN X�bJAIN;r _66N . q_,S*- ; ­ .I!. + I '' , '' 'T .. ­ ... ..... .. .. ­', ­­ . , ROT & - � .� I � �M:7�- , I _' +' .1 1 .. ;.+,.,. .. , ,.- ..: -­d...­,,.� .---­�:7,r ^ T . . �_: ... 2��.., .. � - - �'. IN TI, - % � - , .. " , � , .1 , * I -- � �OOV ' _Q "' ­ .'"14T A ' .. " �� � 'I .+ � . 0 _6 __�.Iff� AL - 1. � I JE 0 1 -, ..- FS: , 140 �. , -�NSQRF 'UN T PAVER. . RK , _ ILL BE . I A y . ' �. � �� 1 . , � . . � �. ,. , s JETS .�, EkA -.-R 11- ,.ER,7HAT , +6 I W6 W, tH ++ .+. ..* _.1 - � �. � _ , I �WIT OUT DAMAGE OR DETERIORATION AT TIME .�. -W. MAW _.IE , ., ..O, _ 0 i. . .. - I OF SUBSTANTIALtWP�flok. I � � ,-P ffi, IF c.0, ­. + __ _ I I � I � + . I ,� P. I I I I . � I I I I � 1 4 DISPOSAL'iOPWASTE REMOVEAND LEGALLY DISPOSE OF, WASTE MATERIAL, INCLUDING TRASH AND � .. ­ � I � I . � t 4 6 F i fSd 'BURNING IS NOT PERMITTED ON, PROJECT SITE. � Teresita Falc6n D I Is, F EC TE., ­­s �s�s �s �s �s �s �s �s �s �s .. :.. - . . , .. �s I �s , _... . �� 7, � .1 : .. I ... . I .� .7 : . �: � I . _11­ � I . I �� �. :: ­......:` 11 ... ".... . . . . . . . . . I � ... 1.11 �: � - FWdo reg6dration No; LAOOO843 I I - ­ � �. .1 .. � . � . + . . I � + � INSTRUCTIONS INSTRUCT OWNERS PERSONNEL AT PROJECT SITE. PROVIDE INSTRUCTIONS NEEDED I .1.1. ' . . . I I . �.. I . I I - �. � .1. + . .� FOR PROPER MAINTENANCE OF UNIT PAVERS. USE MAINTENANCE MANUALS AS BASIS FOR D1SPO6Aj...OF WASTE REMOVEAWLEGALLY DISPOSE...OF SURPLUS SOIL',. � _+-,WASTE.'1M .. A, a e t n - - . ­ W. . . w - - � .. W..., .I � 1_ XMIRIAL b a r DEMONSTRATION. INCLW!Ndb(d.ES��U , .. .. 1. .. , ".. ... + . I . wsok,-UNSUITAKE SOIL, TRASH,.:DEBR - '' WTE -MATE - 1. - ­. ) + ". 13S, AND CONT ., �� � : + . ..A� S.A-V 0, ;RIALS, OFF - , " � . , .. .'' PROJECT-SITE DQNOT�USE WASTE�MATERIAL AS BACKFILL, OR IN SODDIwG:bRPLA . N I 17ING SOIL 9 MIXTURES.,BUR"NING IS NOT PERMITTED ON PROJECT SITE. I I . L8 I . I I I � I I , I � I I I . I FPR( I _ I I I I 4 � F NO ��FN 9") S FILL DEPRESSIONS THA ' N SS F RTHER EAR LE U , �' 9ATE A' L IN IN L S " U �r ( I, , STHE N NER U " " f - W V A $A G D T6 R ;OIL M RI 6- CH AYER TISFA PROVI E 2 FEE70F MINIMUM COVER BETWEEN EX I MEi I CON3 I * ARM OSE A , , ZE IN f I 0 INSTRUCTIONS INSTRUCT OWNER'S PERSONNEL AT PROJECT SITE. PROVIDE INSTRUCTION NECESSARY 11 FOR PROPER OPERATION AND MAINTENANCE OF IRRIGATION SYSTEM. USE OPERATION AND I . MAINTENANCE MANUALS AS BASIS FOR DEMONSTRATION. s h e 0 I : MAINTENANCE BEGIN SYSTEM OPERATION AND MAINTENANCE IMMEDIATELY AFTER SODDING AND a 0 f cl I I I - PLANTING. OPERATE AND MAINTAIN IRRIGATION SYSTEM UNTIL FINAL ACCEPTANCE OF SODDING AND _/',�_,��_^_^� _,­-, "_ _', ^� -.e- � _', - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _44."'T.1bir.. I\ / - - - - - - __ m 1 1 N I .� - . � 1, j ,..: I . � � - . �, ... ift.- � , � I � - . � � : 1: � � ­ ." ..- -1--l..; 1,:: .. �l . � � I /1� - - - - - � . I �� _� I I I I ,. I �� �.� � � I , � 11 �� -_ �. I � I PLANTING . 1. ,- ...11�;; � .. ,.� . , � �� ..... h; - .... .. , , I �;, ;,.I . � SITE FURNISHNGS I ��_,'. !��.P ��lzl�;` I I- .1 ..i,l ��.;�Z. � ___ I 1, ­`. '. - . ,. � ",:" I 11, �­­ . . . . . . . � � I . , ­11 .. . . o.111 - I . . ­;l _:::­� � ", ;;!_� . . � i.l..., i?,k . - . ­ I I I � I.. .1 .... . � � � � I --:, I - I � I 1. � .- ,., . I � � - , �.._ I � GENERAL FERTILIZERSUBJECT TO COMPLIANCE WITH APPLICABLE REQUIREMENTS -PRO IDETERTILIZERS . I .. 'Z�. :., ... . I � I .V_ - I ... . � � . I . �.. . . � - . �. I �1: . ; .1.1 :� I .... , . . . . . . i GENERAL MANUFACTURED BY ATLANTIC FLORIDA EAST COAST FERTILIZER AND CHEMICAL (AFEC), AS SCHEDULED . I ��.;, �l . � - :::� .1 .. . I I . � UDING GENERAL BELOW: � ��:.l 61 �� I � .� . RIELATSPOWIPMENTS DRAWINGS ANDIGENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL RELATED DOC.ttM,ENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCL I ... ., �_,. I '. � :,­­ - , . . . . . �. I I 1'�� ... � 1. 1. L... . . .. � . . I .. i 11 AND SPECIAL WWI t IONS, APPLY TO THIS SECTION. AND SPECIAL CONDITIONS, APPLY TO THIS SECTION. �,_�: ��­ :. ,11�� I VEGETATION MEDIUM MANUFACTURER mix ANALYSIS :w��� vllll�l :1 ... �,� .1 . pl.� - I 1. . ­ ­. z lom ... � I I � . I I � .�_*..- I "'.. ­.. :;l � .. I . . . � �' i � SUMMARY THIS SECTION INCLUDES BENCHES, LITTER RECEPTACLES, ANDSUS STOP SHELTER. SUM".,jtX THIS-SECTION INCLUDES: PLANTING OF PALMS, TREES, SHRUBS, AND HERBS, AS WELL AS I .:. . ;li . , I � � � 1, � � PALMS GROUND AFEC 6878 08-04-12 � �­ .4�, - I ,. � . TRANSPLANTING OF PALMS OFF PROJECT SITE. I ..��.� .�:. I � � . I ­ � I I . I . ­ I I— I . I OUNJIT AWORANCE COMPLY WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING I ­. � . �� , � I �� I I REFER TO IRRIGATION SPECIFICATION'SECTION, FOR, REQUIREMENTS.RELATED TO. THIS SECTION. SHRUBS GROUND AFEC 1631 06-06-06 - I I JURISDICTION.. I '- - - . . - � I ..,. I-' - !.� ".....�,.�"7,...�..�...,...�,�'. ., . .: ....; � � . - . .. �::: .. REFER TO ENGINEEOING-bRAWINGS FOR EARTHWORK-REQUIREMENTS RELATED TO THIS SECTION. 44". I .. 1, �l "ll i"", �­:i I � ­ I 1_ � . ; ..'. '' _ k"ll tk!.BA� . I I � . I.. I . TREES (FLOWER) GROUND AFEC 5525 1 05-10-15 : . - ( � .. I I. ... � ..Alo' UFACTUR [ON AND MAINTENANCE � I � , T�tjgl.� offlu -fTr_ St4USM -,..,,,N ERS'TECHNICAL DATAI- AND INSTALLAT I I I I � I � . �, :. I - 11 I I �1:1:, 11 ". I I � ­ SU13Mr _, , ITM - I . ... � ... il,_T__A.._ � RITIESAAVING � . - ,,:,, QUALITY ASSURAN - E . . � � . . . ,C,IEGQMPLYWITH,�APPLICABLE-REQUIR MENTS OF GOVERNING. AUTHO I - . � 1. � � . � INSTRUCTO'k-9,fORMATERIALS AND PRODUCTS. JURISDICTION ANU � I . 11 0� I I , TH . � , INS , PECTION SERVICES 0 � F THE US D � EPARTMENT � WATER CLEAN, POTABLE WATER. - - . . ,� . . I . I UDING AN MAL AND PLANT HEAL � � 11 I � � I- � ­­ 1­1­1- - I I - I . I - . I . ,j NJ: tt I - . �, . � . , . , ' � : 1.1 1:: I �, -�#.14 0.) � .I I I � � � OF AGRICULTURE FLOR I � M. I . J lift ��. ,# : .. . ,HE � .... ibAbEPART ENT OF AGRICULTURE AND CONSUMER SERVICES, FLORIDA -1 I , f": �, I *1 . �y . PROQUCTWOWNER WILL FURNISH B.EN.0 ES, LITTER RECEPTACLES,. AND BUS STOP SHELTER � i`7 ' I . -i , - �. - - - 7-ii ' ION .- -DADE -.-E W I BLE REQUIREMENTS, PROVIDE FLORIMULCH I .#..I A - BY- CO Sidt WITHAP DEPARTMENTBF `11 RAN, POkTAT NT DISTRICT, MIAMI MULCH SUBJECT TO COMPLIANC .._ITH APPLICA. I I . . I . PLICABLE - � L . ,SOUTHTLORIDA WATER MANAGEME I � _ .. . . �. � �. I -1, FOWR ON , NtRACTOR.SUBJECT TO COMPLIA) ,,, . , �. 1 � . �. I I . I...'' � COUNTY, AND CITY OF SUNNY ISLES BEACH. PRODUCED BY FORESTRY: RESOURCESINCOR06AA-TED. I , - I REQUIREMENTS, PROVIDE ANCHORS ANDACCESSORIES REQUIRED FORINSTALLATION. . � I � � : . �� . to .- - A,1*4�, -, k4r.4j; itll)(! 1 1 1 . � I -mt.-�- 4 , 1. � � . I . . ll.� .14 .,. ml ­ �­ . . ... . 1. � I ,. I . - ,_ . COMPLY WITH APPLICABLE REQUIREMENTS. OF FLORIDA POWER& LIGHT COMPANY, INCLUDING LINE PLANTSSUBJECTTOq: OMPLIANCE W -H-*A.PPLICABLE-REQUIREMEN,T-,S,:PRO-VIDE. PLANTS: W-MINIMUM lI*4M#fJ:m t4iit I ­ . ­ I I C ,.: IT. - . ... I . . --- ------- ------ --- --- _ __-, EXECUTION SIZES AND QUANTITIES, AND OF:GENERAj SPECIES,: AND CULTIVARVSCHEDULED:�ON DRAWINGS. !..._ .. ... .. . ............... � ....... � ...... . __ .. ... _1111i1w CLEARANCE CERTIFICATION. ­­­­...­­.._.­ .... . . ....... ... .. . . . I ... ...:_-.1 �- � . I ­ � I � LIVSAssociates c COPYRFGHT I INSTA&LATION INSTALL MATER - �. I �� I FLORIDA ;STA F ':SRA -CLEATS:PROVIDE STAKES BRACES, AND:CLEATS OF. SOUND - NEW TREATED � THIS ORMNING IS THE PROPERTY OF LIVS I IALS AND il.PRODUCTS IN ACCORDANCE WITH APPLICABLE PUBLISHED � ., . - . NU _U I - GA( � "l OOD FREEDFKNO . THOLES AND OTHER DEFECTS. PROV. _ST 'OT � - R66" i ME'N*DlATION'6OFMi4 FACTURER.TOUCH ARE . 3E FLORIDA , A P., . . . I ASSOCIATES VNLM OTHERMSE PROVIDED � P MA D�SURFACES 1. ,_ NURSERY GROWERS AND LANDSCAPE ASSOCIATION (FNGLA.) CURRENTLY , CEO � ,,AN 0 �. I � I .. . . � EN. . ,11 - I I . 11 I I � : . _0 IIJE .EELSTRAPSANDH .VP I , � - RACTOR �,JFCLC), WHO HAS MINIMUM 0 _.­ .�.p �`: I I I I AND$Cv#766N�i " I ­­ . I � � . 1. �, � . F 5 YEARS OF SUPERVISORY. . SOF _W, . FOR NY CONTRACT. THE CONTENTS,OF THIS � � � . 11 - C . � GALVAN D�NAILS. L DRAVANG AM CONFIDEbITIAL AND SHALL � � . L 'LL. . V � - CE-IN S'U'e;-E,q I.. , CERTIFIED L ,, . ..0 �. � . ­6JEWCO OLET D PLANTING INSTALLATIONS SIMILAR IN MATERIAL, DESIGN, I : .EXPERIEN - ­ PiF. �­ L. ' MP - E, NOT BE TRANSM&ED TlO ANY PARTY EXCEPT DIVID ... Ll M REMOVE AND LEGALLY DISPOSE OF­WA TE MATERIAL, INCLUDING TRASH AND I �. _ L' I . M .OF WAMST 1.1­ L. . L. , LL ­' L­ , , ' ­ ' � I L ... G, TOT - AS AUMORIZED TO BY THE ARCHITECT / L CTtlTE. BURNIN L IS N', Lpt L . �HAT'LIND CATED FOR: PROJ L L L I DEBRIS,bFFF"k k OT RMITTED�OWPROJECT SITE. AND EXTENT . ECT, TO DIRECT PLANTING AND TRANSPLANTING AT SITE. L TLIES.L SUBJECT TO COMP L LIANCE WITH,APPLICABLE REQUIREMENTS, PROVIDE OLIVE GREEN AT ENCINEERS OF RECORD. L I I . L �� L . I L L I L EL I - S MANUFACTURED:BY DEEPROOT. L L ,.ATC0 PLY WITH APPLICABL PROVISIONS OF FLORIDA DEPARTMENT OF ARBORT-irm L L L. ' L I -RUCTIO INSTRUCT OWNERS PERSONNEL AT PRO . :­:, L . ., L I - . . L I L INST WECT SITE. PROVIDE INSTRUCTION LNEEDED FOR PROVIDE PLANTSL TH M.. .1, ... N4 11, . 'L I I . L . SLBASLI L L AGRICULTURE X��NSUMER L SERVICES GRADES AND STANDARDS FOR NURSERY PLANTS FOR GRADE L I It 0 A Su t aLn t : I PROPER MAINTENANCE OF SITE FURNISHINGS. USE MAINTENANCE MANUALS A SFOR - . L . i . I CUTION I . �__ *', ' - ,, .�::...'j��.' . _ L I NUMBER 1 OR B,TTER ME L �,"�"",."."�..'�,��,,��.����,]�"�L'���,"��...I�.,L.�:�:.�.-',���i�i.'..�-....�,,I��','..�!���:�,,,.Ii!.'*'�:�L::,.�, F I I L, , __�.. ,i.'e, , - I I .. * I ' , '.,_�,'�, --�.4 , , '91 ,'I 0 ."'.. DEMONSTRATION. I . L L . 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LL - ..­ - . L I I I I 11 I 42-66jidti`�.COMPUANCE WltHAPPM- M.LE REQUIREMENTS., INSTALL MATERIALS AND PRODUM: N L %L ­ ' - .� . . . .. . . I I L L,:. , 1, �­- . .L . L L �L . L L . I... I !, - . _- � . L L ..­ _­ �:­., __ . ... - JkUFACtUR : EOW. RE C-O M.M. END IONS. . - L LLLL L. L, L 1;1�1'5, 'L . L L . ­ . I 1�. .1i L I . L . _ L �. p '1�1�.. k L . L ING AUTHORITIES LHAZVING ACCORDANCEWITWMA . L . � I I 'L LL I L L L I . I L ILI, IL L L . I L . I . . . L . .. .. L YL� L 'I., I � L L . .. I L . __ , I L I I L . I .L I L . L L 1, ,- L A"SECUREL �ffx&ib . L. L L I . I . 1. LILL-L,_ I I ' L L L. . L., L .. I . L. . 'L ��!L .%, L ,." . L 1. . - ., L .1 - I I ' If. ' . � . - VOLUME AS SCHE I 1 Lll�l I L 'P M ND BOTANICAL NAME , PLANTINGtOIL MIXTURES PROVIDE PLANTING SOIL MIXTURES COMPOSED BY DULED L . L 1. ­.i ..�, L. . . L .. , L. - S "AISDIC L LL . ­­_l_: I ' , _ I . JU ' e�t AT � I I L . L 'L L . L ' I W C P . BEL6WLi": . L L - 'i - L L I IN � LUDIN I . 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IT LA90RATORY ANALY81SL RESULT L L I L L. I 'L L L�� I I L . - . . 'L .1 ZL. I SOIL M L . . . - I I . I .11'. � :, L : I . L L L .. L I I LL 11 FOR NE L I L L' 'L L' LL L . . I . � . . . I . � SL.� . . . . .1 - L L I � ­ � .. LL 1� . L _ I 'L L ' L . . . RS AT RATES."RECOMMENDE UFACTURER . DELAY -MIX L L � L I I L ­ . I L M.IX-L.SPECIFIED.:FERTILZE L - L'� '_­...L� ............... �. . ,D BY.-MAN .. ,-ING OF L �,­ . LFj' I I L I - .. .... "......."."�li.-.,Lb".,L';%L".1. L ...­ ;...�l . ,­.., : ..... ... . . ­ L' % L I � T L _ . : I I I I L ... . . - I L :­­ , I ., : i L 1. I I LL . L L - L. I .. L I 1, - L L L .. � . � . � . �: .11 " . . LL L - I ', - ` ., : TH N 3" PAY-.. L I , L . � ORY L FIFFMILIZER IFPl Al L .-T -. L." ILL- NOTT F MIXINOW I S.. .L L L L L� L L .. � � L'� IN L , N:TN. W . � . . :.. � .L ­7 1: L I L I L I PRO L L ,� _CTED BYLLRECOIG -BORAT ORL MANUFACTURER L. LL. 1, . 'L . ­ . . .. . . .. . . . * . . L , I : �'.. _VIDE TESTS LAND ANALYSES CQNDU I . NIZED LA L :L . .. I ,. . '. . L �:',­­­­­­ L. .. ­1 1-1- - , . I I .. . , ­ L. I I L �,L L 'L L . L L . . L . L 'L . _1 :­1 : . I .. ':, . . L L . � . . . . I . . L � L I ., I . L. L L. :L �L' I, L '.L . L L I L. . .. . . ­ . . . . . . . , , L. ... .1 �L I L. ACCORDANCEWITH METHOD'S ESTABLISHED BYTHE ASSOCIATION OF OFFICIAL AGRICULTURE . . . I L L IL - . L ­ L - 6 -..IT '�: , �L . I L . L'L �l 'L ,:L�' . L L , L I L . . S� W _ .�.\M.. .. I .Ll � L "LL" L . - 11 _,:; � .1 �, ... ., LL . I I R' ' ' . - 11: ' ... - . I EX, A � . _ ENCI ­ -SIZESj � .... , -ICALSIDES - I I ,.: ...... L HE$�A ..'. 0-,'Ij -.13S OF -Q _ s I I . I NPIQA 1 4:.­.- � . ..H . 1: � .. L., L . %L C VATION DIGPIT. S . L � TR_ . N .' .9 T.F.00R.. . r .L'. I­ *� ­_ ' L " : , . L . -L ­,;� . . . . I - w I -.1a I . . .,4 .. . . , � - . . � , , : .. . . . L � L .. . L - I . . I 'L I . L, ' . . 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LF , 'T i i. TYL S�LDUE TO I I . I :: .... . W , b:DETERNINE CEPTABILITY­ AS INDICATED I .. -T I WL 11 , 0 RkOUJAMATE L � I . : ORFIELD:OBSE i I ND: OF I, XLTSNDED� AR:RAN PERIOD, EXCEPT FOR LOSSES OR REPLACEMENT I �L:.­:' I . I ­ .11 ­­­ .. . . I.. . .Ae L - l-, "" " L L' I L 'LL,L * L ' I I . L ­ I . ': I . L . . . . .:: : . L. . . .. � L . . . . L . - . L . L . I . . .. L 1. I L... L' L. I . I FAILuRtTO LCOM WITHAEQU REMLENTS. LL � .L. . : + . , L , * I L 1. PLY I . I L 1. W,EN SERVED L I :.L: ;. i �6.MkY-WiT ­ ­ ItIOTS . AE L I 1 6, _� . .. , . _ s 0 a C NT i�p U� I L . I E'Sp D �EjbjF L PRODUCTS To �E ACC 1: _EPTABL , I L - L I I I L L . I I . L .. . ED: L LL"�,o -L.'LL' L L . L L gL­­ . . L . I .. _ - L � 1. ... - 7.L L L� 'S-&NEk . L _E . .. '' � " . ­ �j �IL�.­ L "L L _-�, 'Z­., L­., .4 _� . ..'��'tlg','"I"�;"L'L.Lt,�",, ­.L L. I L L . L GRANUL 'W L L I - I ,_, ,, , _� , ' , . I L . PEAT 11 UOLALLACk'LLFINIELY:01VID _ ' kRI NOWFIBROVS,SURFACEL E -ERGLADES PEAT LAYER ;;V L L­ `L­.L­ll 10 _ , I� SUI _A , , OSj�..S�L _f +_ .�� ,5 L 5L TO .5 'OR, �L . Z , �� L�, �L I A. . . 11 ,'L,!L,L ­­§ , LL . I L , , DrOof 1'. I ". 11 .! +_.'_� -`,L',jp _"''b�:L'L ...... .. `L­ L��L . L I ��- , �, - .. �k,_ ,E , i L _ ­L, t T � _ 0 E I , _ , , _�� _ I WORT-P W-171 ,,.RPQ SS" WIT . .... . �,L � L �M rl ... � . . ;.­�,'�� ­. ".k­ L' ­ L - Ii:j'4, " '' - 'L L "' '­­ ­ I— L- j"N'' ­­ , L" ' -BY I , L I �. I L L , 'L I I , L L I L r ­ L L L L L;,.�j _1.1 LL *� "I I�' I " IM " M ORGA ­IC�MOftWCONT- . "I �,USEL%L ,., , . 11 1, F . .L - :` L6 L L I I L �F 7' . ISIDED AND W1, H �:M 14 IENT 0 86% WEIGHTA , ", , ft LL . L I , ­,� ­.. L �� ", L ' ; - , ' L L _M . 1, , BY ASTM�tj#ML'L . L I I . I , . L . ...... LIL:; L I OET'ER I'— N�DL NETHO 0" . I . I I I I L , L 11 L L, I L I I . L L I I . L . I L I I . L I I L I � I . L .. I . I .ILL I Ll , , L I L L L ' . . L LL P SUB OIL, BRUSHLLWEED.S.-AND I I L ... O I I I ,L . . I L ,�'T'� � . I L ; ' + 1. zN I SON L I . "I �; , L " : -PEA , - THA SEE E�",.L�.L.�,'Ll'OL."-.'_"�L",, , L ,L ,­ABLY FREE-OFL L , L ­, F ES �R 'L - - I '.." I - L ,- OVID if mvrbp I I L EA _'j, L . S L . I I 1. - ' I L __ I k'..,LI,'_. L'LLE _�L _,�, 'ST � N S LAR - -THAN 1 INCH IN ANY DIME ION. AND � L L _ A I :L , S, �L, . L, L . p , .' , ' ' 6ff 'L , .R r; .. T 1.6 , ,_ L. , L L '" L L - L :,L OT", L, TT A L 14 + i "i - F ' ­­�.f­ '14LRA" I I , 0- L L _ � I - � I� jjjjj�� 'L, 'L ��' ­­ I � ­ . ­ ; 'L � LL L L � HE i i F. 6 �,A - 6 kk I . IL IL 1 'L _ _I , 'ERL HARMFUL To L GRA.SSLGROWTH. . jEXT ''.N ' - L I OTHER L, RA , S: OR TOX C MATT � . L Teresftafalc6n, I I L Florkio reg6tation No. LA000843 . . SAND CLEi - . RC NT L PE ­6' I . 'L. . ,� kNED -WASHED COARSE SAND,FREE:OF SILT, SLUDGE, AND TOXIC MATERIALS, WITH 100 . E _ F THE SAND PASSING A NUMBER 8 SIEVE AND NOT MORE THAN 4 PERCENT PASSING A s h 9, a t n u m b e r I L NUMBER 1 00 SIEVE. I Al i SAWDUST AND WOOD CHIPS DECOMPOSED PINE SAWDUST, WOOD CHIPS, OR BARK CHIPS NITROGEN 1 9 1 _j I TREATED, UNIFORMLY TEXTURED, FREE OF FOREIGN OBJECTS AND TOXIC MATERIALS. � I L s h 9 a t - I . cl 0 f al I --- I I . I I . I .__ - - . - ___ I GENERAL NOTES 2. S. 1� P'��3ENC.E SITE WMIGH THE PRIOR TO SID LC.?GATE! CONCEALED 4. WOO. MOM .UTILITIES . I N0 CIRCUM5T�4NGE5 OPERATION' DURING 4. 5. SLRVICt -3 AND AFFECTED, Q. ALL EX15TIN6 CONDITIONS, FOR } WESTING EXTRA PAY ELECTRICAL -SYMBOL LEGEND ABBREVIATIONS DISTRIBUTION EQUIPMENT LIGHTING AFF ABOVE FINISHED ° FLOOR PANELBOARD. L 02 LANDSCAPE OR POLE MOUNTED SKR BREAKER SUREsE PROTECTOR a L16MTIN6 FIXTURE. L =FIXTURE. TYPE., 2 =0IRCUIT No. AND a=5WITC 4 LEG. G, COND. CONDUIT 9N PULLBOX. Co. CIRCUIT BREAKER CKT CIRCUIT 4= 5AFE1Y OR D15CONNEGT 5WITC4 RECEPTACLES 0150. olwONNECT ® ENCLOSED CIRCUIT BREAKER DUPLEX RECEPTACLE 2P., 3 WIRE, EG. EMPTY' CONDUIT TY,' 20A., 123V., MOUNTED 6ROUNDIN6 PE 61491W. GROUND IS" AFF. UON, 6F1. GROUND FAULT INTERRUPTER AP DUPLEX _IRE4lTAGLE, , A5 AiOYE, WITH HP. HORSE POWCR WIRING 2- FLAP..' 5PRIN5- HII+k$ED, AND MLO. MAIN LU65 ONLY A -1,35 HOMERUN TO PANEL "A "I -S -$ ARE CIRCUIT WEATHERPROOF GGUt =R. MTV. MOUNTED NOb. TIG145 ARE No. OF CON=. TOR5 ( I PH. P 4ASE INDICATC -9 &ROUND WIRE. MAXIMUM'S P6: PULL BOX CIRCUITS PER CONDUIT. RUN IaoMERUNS To SWITCHES PNL. PANEL PANELB A5 5hI0YVN` ON FLOOR PLANS, DO a SINbLE POLE' TOWLE`$WITGFi,,20A., NOT COMBINE HOMERUN5. 120/211 VAG Molmi EIS 4b" AFF. PM. 5P POYVI =R 5URc5E PROTECTOR - -- INDICATE5 A CONDUIT RUN EMBEDDED IN INDICATES SWITCH L C . CONCRETE OR THREE -WAY T466r SWITCH, 20A., 5W. UON. 5WITGH DNLC-55 OTHERWISE NOTED —� INDICATES A CAPPED CONDUIT. $S 120/2 '1 VAC. MOUNTED 48" AFF. AboVE FiN15H FLOOR UON. V. VOLTA&E - — INDICATES AN EXPOSED CONDUIT RUN. A. AIRE —+ CONDUIT RUN TURNED DOWN. (RISER DOWN) NOTES: A/ AITH WP. WEATHER PROOF _o CONDUIT RUN TURNED UP. ( RI5ER UP) 1• ALL 11�.IMENSIONS ARE TO CENTERLINE UNLESS XFMR. TRANSFORMER OTHERWISE NOTED. FLEXIBLE CONDUIT - !12'". WITH 3012 Y41IRM 2. ALL SYMISMO. SHOWN.:ON'ELeam- GML SYMBOL 1wep ARE NOT N66EtMkiLy rL.EXIBLE EQUIPMENT CONNECTION. USED IN T14I5 PROJECT. N GROUND FLOOD` ELECTRICAL LlG.HMG. Wall 1 1-011 N GROUND FLOOR - ELECTRICAL LIGHTING 1 /811' =1e —Orr NOTE: All work shall be performed within the limits of exIdng state / local right of way, and all Improuements shall be constructed and Installed within said Imps. AMfMITECTUME lo WINEERING Pt.ANOINS • INTF11141 OMSN 2121 Lance de lots loularord Suite 610 Coral Ga61es , flor:ido 33134 t 43.443FH3.3 1303.448-314111 LNSAssadates © COPYRIGHT THIS pRAViM 1S THE PROPSM OF IN ANWIATEB;UNLESS OTHERWISE PROVIDED K BYCONTRAS?.THECONTENTSOF.THS DRAWING ARECONFIDENTIAL AND SHALL NpT6ETRAN ,nfDTOANYPARTY.p�f ASAUtF10R®T0ay ARCHRECT/ ENGINEERS OF RECORD. consultant: 200822 Client prai`ect number: 2008 -1324 sh e e t t i t l e LIGHTING PLAN LEGEND AND GENERAL NOTES r e v i s i o n s issued to, r: PL'RMIT issue date: o0 -2a�1 drawn apprRvsd by: All CA scale: Ad I14MICAT110 s e a I Carlos A. Alvarez, P.E. Eke cocci Engineer Fl dOo RegishmHon No. PEI 4099 s e e t number El • sheet: I of 5 NSA 1�IFACTUR t :sly VOLTAGE: Ito/ 24O-V, TYPE: 3I �" "ttL �'L IMAiNS 1100A NEUTRAL: F/N MO: UNTIN6; - rlr► ~s T'1�R .'MIA�N 2P, 10A- M.G.B. " MENTII Illd� IDENTIFICATION' LAl`Ii/ed''L'fi :., "i ti PQ T , �, I/:'�� Ile'*A � I�' 24�►A 1lI I /�' �; ".I,�N'Q+l ,:'�I:CII:> GONTRrOL LA►f+tIAP� LTb ` Y I I A ' Y3 — IP -3Q6A — 31° 14 IT 18 CONNECTED; LO I. 2.b0 2 � `. TOTAL CQ1 N CTED M'� ► ::b . I ? CONN CT9D LOAD TOTAL IEIIYIA►ID' °KV�4 LIGHTING TINE F IXTU1 SAC H EDU L,E TYPE DES RiRT I ( UNUI G L}�MP M F )'UI R $i C�A►� QG'.Nt0. R I KS w ;zw IV 711+ 'T3 Tom, MOIINTIM6 A +ID l..C�G ► Ipls?7At q l Ib1 "1'INb OIX T UIR06 c +t 6l''r� YVI 1 ! UA 1 tA'Th1 tIAL IN` THE F9 N GROUND FLOOR - ELECTRICAL LIGHTING 1/8 =1 " NOTE: All work shall be performed within the ilmlts of exdsting state / local right of way, and all Improvements shall be contacted and Installed whhln said Nmlts. 2121 Pon a to Im Boulevard Suite 119 tur_al Gables Florida ;33194 t 3OS ��3�?433 f 3OS•��flR3lq_8` consu14.o <n't. 2M2 sheet title LIGHTING PLAN AND PANEL SCHEDULE revisions issued for: PlIIIMIT issue datte: oa- �0-oef drawn by: approved by: AI GA sca`la: A0 :IWCATW s e a Carlos A. Alvarez, P.E. EIeChIc+ CEnghM Fb4cla Reel tfion No. PEI 409.9 s e e t number I., sheet: 2 of 3 0l.A59 II FOUNDATION GoNG, TE SOLT CIRCLE -we - ■uN ME TIRO .lECTION MAX MOANTINO H>EIbFfT LE"TH T. 50' 10' �-- AWA40R . BDLTS TO BE &ALYMIZW1 PER ASTM F23201 -0'3 OR POURED IN 3. 1�1lICTION ANc�I.>� •1 •��'.O DL6RiE5 t"'�O °� UNIT WEIGFIT • '.SO L85 /GU. P`T. ,fA - ':AT4JRR►TED) c�� rnwc� 1;1 V1�1 IT: SID ROD PULL BOX WIRING DETAIL NTS PALL 'L' 120/24OV, Im, 3A (NEMA4X, STAINLESS STEEL 3" METAL POLE T'HERMOMI -D BOND I *a &ND 91 'Y . Y. •y• ? T. p v v..:a •'. v v• v:' v. a o d. v I MIb ' •'a 6ND 10.0t-16ATION IMAKIN6 (GDNNEGT PEfZ MA.�NUFACTUIREM SUIDELINES) Ib" UL APPROVED 6ROUNl� ROD %* VIA 10' LOM6. GDPPER �— ab" MINIMUM GLAD (TYPJ en SP, 100AMR PISGONNECT SAITC+ RK -I 7,UW AND ASSOVATEf? 'R INSTALL SPLIT -OLm" ON LOAD SERVE LIGHTNING ARRESTOR. NE METER SOCKET PER . ML SPECS 2 —,1 #6 INIY4 ". 6ALV.. R16112 STEEL CONDUIT 3" METAL POLE a V.. . v h.... v c '• v.:.v v v v' I b'� 8RA►NE,M CIRCUIT AIRING TO LAND5G!4PE 4 POLE °LTS. V :' .'a. •v.' .'a v o.0 4X r SWITCH TO 1 000 PMASE GDOfIRi AND =A FPL "RI LZ40T AORK. FPL SmVICE POINT CONNECT 4 +06 In 1 1/4" C 1 Mb GROUND DECORATIVE LIGHTING SERVICE POINTS' NTS Me LG= I. THE ENCL0.3URE SHALL BE NEMA'4X (STAINLESS STEEL). RACK MOUNTED. RIGIDLY ATTACHED TO THE RACK SUPPORT. 2. A 600V LISHTNIN6; PROTEGTOR'SHALL BE AIRED INSIDE THE ENCLOSURE. 3. ALL SERVICE EQUIPMENT SHALL EW U.L. LISTED rm iTS USE 4. CONTRACTOR SHALL. COORDINATE AITH FP- L. ENGINEERS FOR THE INSTALLATION OF THE P.P.L. KISEfR AHICH AND SHALL INCLUDE ALL NPL (FEES IN HIS BID. S. ALL &ROUND ROD SHALL DE; INTERGONNECTEi7 WITH A 06 &NO WIRE. $. CONTRACTOR;SHAALL SLOMIT WIND LOADINS. CALCULATIONS (=0R THE SERVICE RACKS IN ACCORDANCE AITH THE r —,. CALCULATIONS SHALL DE SIGNED AND SEALED -15Y A RE615TE�D STATE C* PLORIOA'ST, ENGINEER.. P/ 240/. 08Y; I WO.TION IME; AI TH TIME; AT IEIOK TO NOTE: All work shall be performed within the Ilmlts of 9*hng state / local right of way, and all Improvements shall be conshucted and installed within said Ilmits. F1..ANNINS • INTE1191 AFSIGN 2121 Ponce ile lttn 6oulsvord Suitu 616 (oral 6,ebles,, lkoridu 33114 0115-4434131 1305.444741 I tIVSAssoclates "Q COPYRIGHT ASAUf'H *M TO9Y.THEARCHITECT! ENGINEERS OF RECORD. consultant: 200,822 sheet title ELECTRICAL DETAILS r e v i s i o n s is sued'f'or: F Mw T issue dote: os -�-o01 driwN by: opprovfd by: AI CA scale: S e o Carlos A. Alvarez, P.E. I Ekx, I Engineer Florida Regkimlion No. PE14099 s e e t number i E2,90 sheet: 3 of 3