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Handouts_Workshop_Tab 01_02/29/2016
Q so�e nR�ois u.s., i�. �_. _ _ _ LEGEND - �` � „ , „':� � B L O C K 4 EXIST. — EXISTING .. �, , . � ` I r � EL. — ELEVATION - -- — __— "� I = J W � � ) D.B. — DEED BOOK ��� .. � 11 > � � 2' DETECTABLE � � P.B. — PLAT BOOK -- i� � ;� BERMUDA TERRACE PG. - PAGE - a( 50� �� p w a 5 • 'STRIP SECTION � R/W - RIGHT-OF-WAY . PLAT OF � `" SEC. — SECTION m`� Q , P.B� 25, PG. 23 ; . M y II a r �� _ �- — — — — — — — — � U.E. - UTILITY EASEMENT TeQUESTa " � � � � -- -- ► P.B. 25, PG. 7 II �" a i � ' �� 6 � 2 SEE � � 3 ) - LOT NUMBER �� � � � ��, BENCH � DETAIL "A" ��� - �� Z a \\� -O- - CONCRETE LIGHT POLE i� � I I ��� � ', (BY OTHERS REMOVE SHEET 2 OF 2 ;� - LIGHT POLE r O+� � H E D G E � - EXISTING SIGN r�� REV. ISSUED DA 1 � � � . � I ��� , _�. - PROPOSED SIGN --- -- ------ -__ " I I � �E� � � — — _. � � � —/ � - STREEf NAME SIGN � �. �; ( �` � � I � I p4 - GATE VALVE � � / • -* o I � - FRUIT BUSH � I � / ( c�, �^ ' ' / � I � �� � � � c� - FRUIT TREE _-_�� ��� c' ____--___'_ I lo, � / I I � - OAK _� - I `- -_ a . EL PORTAL DR. � ,� I — � _ _ _I_ _ � � - UNKNOWN o 5 � 0 20 30 — — — — I E I —� K ASPHALT PAVEMENT ASPHALT PAVFMENT SCALE: 1 �� = 20� �_ _____+__ J NOTES: — ____.— ' � 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR __ ��``�"- ^4 25 TEQUESTA DR�vE I PERFORMING MAINTENANCE OF TRAFFIC IN ACCORDANCE PRaECr m� � '�� C MIN. E , WITH FDOT DESIGN STANDARDS INDEX N0. 600 & 603. TEQUESTA DRIVE BC ' �� » � , r, ' �� _ � � — — - — - — � — — _ _ _ _ _ _ _ " �., ; 2, PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH � �.� . � � �- �, j PALM BEACH COUNTY TYPICAL DRAWING N0. T—P-13, AND COUNTRY CLUB DRIVE $ C� V ,� ~��` �� �; � � — -== 4 THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ALL � � � �.. � PAVEMENT MARKING SHALL BE THERMOPLASTIC SHE� � �; —� \� ,I � �� '� CONFORMING TO FDOT STANDARD SPECIFICATIONS FOR _ 9 � � �� '� REMOVE EXISTING ASPHALT WALK ,� ' ' ` i ROAD AND BRIDGE CONSTRUCTION (SECTION 711) MINIMUM C�OSSWALK � \ y �< N , �� ��,- ,. THICKNESS SHALL BE 90 MILS. PLAN � � � AND CONSTRUCT 6 CONCRETE , � og \ /, %Q � , �' SIDEWALK 4 �� THICK WITH ��'��r� w 4 3 REQUIREMENTS DOT STANDARD RNDEX 3 4 HALL MEET —_ � � � I� ��� �� ➢ DETECTABLE STRIP (2 �� �.+ ' 4. GRADE AND SOD AREA BEiWEEN NEW "F" CURB AND �;�RVIDIS - �� ( 592 ) . ' �''� � < �� ����_� � `� ' SIDEWALK. nRCno�sus ��� � g o, 1 00 Ga eway Bou'evard, Swte 2C0 3 � � � � ' { r � � ` ISAWCUT CJG MATCH -• _ � BoyNonBeach,Flonda33426 ' +� = " � �� � Tel: (561) fi97-7000 Fau: (Sfii) 369-0731 °� PLAT OF � �PH�.r � � � STRIPING LEGEND: w°.Na��d,s�m � ' �TEQUESTA • o�� �'Atx . _%, 'EXISTING GRADE �TYP.) � -� _- ------- -- — ---__ .__ � ; P.B.• 5, PG. 7 ��'� '' `�� ` �#:. �` �p' � { �A - 6" SOLID WHITE S �` �` ;� � 4 + �'�. ' LIFT �STATION EASEMEM * >> '°� - � I �. PER LOXAHATCHEE RIVER CO — 12 SOLID WHITE $� f � I " ..—_; —_— — CONTROL DISTRICT t �E - Z4 SOLID WHITE , � �� • �. r�' — � ; �F - 6" SKIP WHITE (10' - 30') 12' U.E. PER 0.6. aoe�xr w. uwsa, P.E „ � , r�, c�xr. ra. sse,o_ �� i� + � � ��,. ,. � 3737, PG. 1413 O — 6 SKIP WHITE (6 -10 ) �TE ------- � E � sa ' � „ �u�rr zo�s _ t' zo' �` � �. � ��� / �� J�- 18 SOLID YELLOW � * � �� � . �K - 6" DOUBLE YELLOW P�� �GER � E� �,�ER x •'� � ' � � ',. e„ � � � � \ i IF�D DESIGN PROF. CHECKED 6Y �—__-- � �. '+ii �, �, --------�---- f -- =�.� �`_- =-- — _. i I 6" SOLID YELLOW aw� � a�� �� , .�. s . k � � ------------------- TASK/PHfSE NUAIBER DftAWN BY � --� �°' . �" '� 1 1 � � sAYVIEW TERRAC�� �P - RPM BI-DIRECTIONAL AMBER/AMBER 1S 01 � 0°°DP -- '� - - - `a � ,. . PROJECT NUAIBER DRAWING NUIIBER �� . � - � � ` ' ,I � P.B. 51 , PG. 86'�' . �� �` � � '' _ _ ; I , � , � a�� _ t_; �T - RPM BI-DIRECTIONAL WHITE/RED wFOOS�os EN01 - - _ --_ _ _ � � - _ _- 1►txn.�bu. a.� agl t � � � (a� Q 2o�s nRCenis u s., i�. , � � . �� _ _ � _ -- — -- -- � SAWCUT & MATCH ( � � 6 W '6' CONCRETE B L 0 C K 4 � EXISTING GRADE `� �� I ,� ��� ,�� ,SIUEWALK _4" THICK � W- 1 � REMOVE EXISTING `� `°�� 6� x�� � BERMUDA TERRACE, _ ASPHALT WALK �,�� 24 � 2 � SECTION 1 - _ _ .. _----- �, �• P.B. 25, PG. 23 w , > ` o � �o�� 6� �, 5' CONCRETE -- � w ` �X ° �� � SIDEWALK 4" THICK - - J > U a x C��' -- -- � J n � � f \ REV. ISSUED DATE DESCRIPIION ' V REMOVE _ -- --- ----------- � � Q �� �'� �'�� ,�� 7 �o �� E X I S T I N G H E D G E R J 1 � � /W LINE O °� � � � U �� � � � � � _ �. 6: ,�� T �1 �� — — ; 2' DETECTABLE ���� � � BENCH STRIP ;� - ,p ���� �� � -� � (BY OTHERS) ��' � � � � � ►. �'�,p 7.6o n �� 1 v .80 �. �y� 7.8� � �. REMOVE 8c �� r��� �• � ��, 0 2,5 5 10 15 REPLACE 26 LF `°� 7 � 7 5 . � 6 � a � TYPE "F" CURB \� \ T 6 y �� `� �� � / � SCALE: 1 " = 10' & RAMP \ � 7J5 ' _ - aeaecr m� -- --- — MATCH � �� �'�° 20 �R. BAHIA � �� ;� � k �x EXISTING � � � s � 7.65 5 � �.s5 � BAHIA `� TEQUESTA DRIVE & �� CURB �1� ��h �.5a � soo COUNTRY CLUB DRIVE $ � � � � � 1 �,� ,��, � � EXIST. EDGE o � �, ��� x � — — — — — � OF PAVEMENT s"E�r ""� � _. _ � � CROSSWALK � REFURBISH ' �OF�PAVEMENT " DETAILS �} ASPHALT PAVEMENT C E EXISTING � NEW TYPE �� � ��� STRIPING ASPHALT PqVEMENT "F" CURB �� TYPE "F" CURB e� X h � TEQUESTA DRIVE � � K �� SAW CUT EDGE FLARE FDOT �R�DIS ` �� `'� °� � OF PAVEMENT INDEX 300 �� 1' .1�,'J X ^ � ARCADISU.S_.Inc. U � � 1500 Ga!eHay BmAevard, Suite 200 D ETAI L "/ ti" Boyn�on Beach, Flonda 33426 � weruabcad s7com00 Fax'. (561) 36&4731 _ � LEGEND � EXIST. - EXISTING � - STREEi NAME SIGN SCALE: 1 �� = 1 O� S ` A ` � " EL. - ELEVATION m� D.B. - DEED BOOK D4 - GATE VALVE 5' CONC. SIDEWALK �� P.B. - PLAT BOOK � - FRUIT BUSH BAHIA SOD �� PG. - PAGE 4 �� 2% 4" CONCREfE WALK �� R/W - RIGHT-OF-WAY � - FRUIT TREE �- 2500 PSI (MIN.) € SEC. - SECTION MAX. �c�ir, o �� U.E. - UTILITY EASEMENT � - OAK DATE SGLE ss' � fFBRUARY 2016 1' 20' Su � � - ROYAL PALM ��� ���.�. �.�.�.".�. . .�.".� .�.� �.�.�. . ..�.�.�. .�. . . vRaecr uu+acea DEPARIIAEM AWlAGER- __ ( 13 ) - LOT NUMBER - UNKNOWN TREE � �' L `�� �� COMPACTED SUBGRADE TO 95� g IEAD DESIGN PROF. CNECKED 6Y -O- - CONCREfE LIGHT POLE � - EXISTING ELEVATIONS 6" � � � x�' A.A.S.H.T.O. T DENSIIY TASK/PHASE NUAIBER or�w� s,� -- m� ;o= - LIGFiT POLE �so�.0000� � � -o- - EXISTING SIGN SECTION A �_A PRQIECT NUAIBER DRANING NUAIBER �� � - PROPOSED SIGN NOT TO SCALE WF006106 ENO2 �; ._ �' __.___ _. _ -------- -- . - -- �_._ , � � � — � — ,_, �: �.. —R,� � �....: '� I -_., ._� a..: _ ; � � / � � � � , / � � / i - a _.. � '1 �` ,,.... i � � �; I _�,�u I �Q�,l:.�li�r1`'• � E'`(L�F° , � ; 1 '.. , ' t�� � � t� `' -�..,..a � °' � ' �i�c�x.� `Z.� , �3 � l �' : � ' � - `, / � } __ , � I � ;_ I' \_�,� i t � � o .� ,. �y � �� i t� . M1 a� � � �� -'- ) I: " �'uw '..,,�i �� 1, � �� ,..�-- � �... �' � �, i, ! �� .. �, ~ � ;�, t•,`, w i - � �� ..,, A,. "��� �� � �� �� \\\\ ... � , / � .�,� ii ��__ , � �n.., ,,— r � �c,vN4 ci���� / � �' � � - . � ., u --\\ � i s. ' - --_ — -- - � �I "'"� "1> � G / � � _ �� "° ±�, .,,, .�...o... x\ '� �::.,_. "` y � �- -a. ` �_ - _ � `� � . � \ ��.,.. ; � � �R a� � �'i �,.�,. a.�.� \ �.,.m,. a.,.�,a ,�,�,, ,m.. i�� � —��. /�_' �\ ' � �,.��. �m, �..ti...,�.. ,,. , � .. „� � � �. � ;- � � - �: � �-" y �.,,. � �,..: �, . � /N.:� \\-� ry �..,. .� . Y,. _ � .�.j - _ m��, _ _ r . �t�> —�, �.ti Y.---�� �a .., _ �. _ � �• �, .. �.� - ,�— -- ------ �,.>,. m_ -��-�/ _ � � .�a,,�t ..,� N.,�. �.' /;Y- ^�.�._� ',^��,(,, �, � 4 I �,..� � .,. � _N, ..__ N ..«. . -� - — -�r L_ _ _ ` I� _,�...,�.._ __. �_��._ _ -, ,.�..�� ., _ __._ ___..._ �...., . -�r-_ -- .:;. „ .. a.� _---- - - -:� — — ..., i � .�;, \ �� ^_.�.. _- .. _ __... ;-�_::�::-;�'-,,,,�.��.....�'---� �___,�.. s�.zz ' N .____ __.yµ _ `y �v� ` -} - - / �\ �X� N. I n! � • �:� N��.an �.,�� y`_._sq �.uv { .� •. sn�_� " .. . ....._.«n-,.. \ \\ _.. . . ---�� �_ �. I � Mµ —_ N , .. . .a� . . N� � � `y � g'V �� p , --��� ' ���� ����: .� � , . — _ � � � z � �` � � _� __ 1 � _� - , __��.,.�a , .�� � � �� ,, , ��.a ,.� ,, � ��-- :..� ��_-. ,� ; .�u _tiJ �' . � , �_�p . ,._ d�_� - �; ���.��� W W ;- : ;- � -��. _ � �� �-r� , ��._. � . __ � � s� = 2�1 � �✓ �c 2016 PRCADIS U.S., Inc. - 24" �E � � +� ' . W SAWCUT & MATCH ' � 4 � � � EXISTING GRADE (TYP.) ' o - o � � — - NEW SIDEWALK/CURB ` ! NEW SIDEWALK/CURB � � FDOT INDEX 304 (CR–L) :; � 12 � --- --- --- FDOT INDEX 304 (CR–L) o � ' �SAWCUT & MATCH � 12 �� �O � �� Q . �� EXISTING GRADE (TYP.) , . � , -----� - -� � �,, , - - � � ��� ' '�` � � --- � SPECIAL EMPHASIS , t ' � � � �< 25 0 � CROSSWALK �MARKING DETAL REV. ISSUED DATE DESCRIPTION — � � �� �,; �� � � ° _, FDOT INDEX 17346 - -- f - :; �MP � � � NOT TO SCALE � � _ � �– W11-2 WITH � 6 = 6 W11-2 & MILL EXISTING W16-7P PLAQUE W16-9P PLAQUE REMOVE & REPLACE EDGE LINE IN NOTES ' 32 LF OF TYPE "F" RAMP AREA ,��_ ., REMOVE 8c REPLACE ; CURB AT RAMP FULL DEPTH 30 LF OF 1YPE "F" 1. THIS PLAN WAS CREATED WITHOUT THE BENEFIT OF VERTICAL SURVEY DATA. ASPHALT REPAIR 10 CURB AT RAMP 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING 0 5 10 20 30 NEW TYPE 8" DEPTH ON �np � ' MAINTENANCE OF TRAFFIC IN ACCORDANCE WITH FDOT DESIGN " D" CURB COMPACTED TEQUESTA DRIVE � s TANDARDS INDEX N0. 600 & 603. SCALE: 1" = 20' � , SUBGRADE � _ � 3. RAMP SHALL NOT EXCEED 1:12 SLOPE. RAMP LENGTH MAY f j ' , INCREASE TO MAINTAIN 1:12 SLOPE. �� > MILL EXISTING ��fli► �` � 4. LANDINGS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. PRaecTnr� ' '.. + 5. TWO FOOT DETECTABLE WARNING STRIPS SHALL BE INSTALLED AT TEQUESTA DRIVE & " �.�. , � EDGE LINE ;; � NEW RAMP LOCATIONS. , � � ' 6. PAVEMENT MARKWGS SHALL BE IN ACCORDANCE WITH PALM BEACH TALL OAKS DRIVE E COUNTY TYPICAL DRAWING N0. T—P-13, AND THE MANUAL ON $ S'�A �R� UNIFORM TRAFFIC CONTROL DEVICES. ALL PAVEMENT MARKING SHALL SH�� --- -------- -- �� �(EQU� � 2� DETECTABLE , BE THERMOPLASTIC CONFORMING TO FDOT STANDARD SPECIFICATIONS �RO�SWALK � � STRIP (TYP.) 6 RELOCATE ROYAL FoR ROAD AND BRIDGE CONSTRUCTION (SECTION 711) MINIMUM � 25 �, '; _ t jPALM & STREET SIGN THICKNESS SHALL BE 90 MILS. PLAN (IF REQUIRED) 7• NEW CONCRETE WALKS AND RAMPS SHALL MEET REQUIREMENTS OF s � + � `. -- — FDOT STANDARD INDEX 304 -- � � - � � NEW CONCRETE RAMP .I /� RCJaDiS � �r , J _ FDOT INDEX 304 (CR–L ARCAUIS U S Inc � - ' : � � - Boyolon1Beach,Flondar33426e 200 � � �� � "'� y �� �"�'"'" � STRIPING LEGEND: Y r * � � �s � � � � � Tel�, (567) 697�7000 Faz: (Sfii) 369-4731 g W 11– 2 8c ~ � '� whw arcadis.com W RELAY EXISTING PAVERS MAX �A - 6 SOLID WHITE W16-7P PLAQUE ----------- - � � ! ;1:12 SLOPE (IF REQUIRED) C� - 12" SOLID WHITE S �` �� m� � .�' � � �E - 24" SOLID WHITE �� W1 1-2 WITH ��- � Q i REMOVE & REPLACE 26 LF �- 6" SKIP WHITE (10' - 30') ^� W16-9P PLAQUE t,� � � � TYPE F CURB & RAMP �G - 6 SKIP WHITE (6 -10 ) �� - p ,�,�,, Koe�rr w. uwsa+ P.E �� _ 4_ �"� J�– 18" SOLID YELLOW __. _ � � �. Z� _ Sa NO CHANGES TO oATE � — OK – 6 DOUBLE YELLOW ��' zo,s ,• 2a� EXISTING RAMP q P�� ��� � EN! I,IMlAGER g OI —' U SOLID YELLOW L.EAD D61GN PROF. CHECKED 6Y � �P – RPM BI–DIRECTIONAL AMBER/AMBER TA�SK/PWSE NUNBER – DRAWN BY �� T�– RPM BI–DIRECTIONAL WHIIE/RED `�=�---- -� ------ PRQIECT NUAIBER DRINiNG NUl1BER �� WF006106 EN01 �� �'� lb) r a�a9�l�