Loading...
HomeMy WebLinkAboutHandouts_Workshop_Tab 05_4/4/2016r ' ..J. ' , • Sec. 78-305. - Mailboxes. Curbside mailboxes for home mail delivery may be installed in the village's rights-of-way subject to the following: (1) Curbside mailboxes shall not be considered to be prohibited structures located in a right-of-way. (2) Curbside mailboxes shall comply with current United States Postal Service regulations which govern the design of curbside mailboxes as contained in USPS STD 7B. (3) Prior to installing any curbside mailbox,the installer should contact the local post office to ensure its correct placement and height at the street. Generally, mailboxes are installed at a height of 41-45 inches from the road surface to the inside floor of the mailbox and are set back 6-8 inches from the front face of the curb or road edge to the mailbox door. (4) Mounting apparatus shall be subject to the following regulations: a. "Traditional" mailbox support structures, similar to the structures depicted in Figure 1 are permitted. b. Mailbox support structures made of masonry materials are prohibited. c. Color and texture of mailbox support structures should match or compliment the principal structure on the property. d. Mailbox support structures should be designed to "breakaway" in the event of a collision with a motor vehicle. e. Custom or non-traditional mailbox support structures shall not exceed the dimensions of two feet wide by two feet deep by five feet high. (Ord. No. 37-13, § 1, 11-14-2013) 4—Li— I1, 5 • c I i\ 1 / I -• ',. s Yom- i �! 1: ..:,,Y.'• - 4,-.-, -.**,14 - ,', 4/ - ''..0 i— -: (. ISI, - .i'- y' 1 I elr tea- ia! g� tF /T� �i I- 1( .rte , "' .,sem, „ xr? `gyp l' t. %.. ifa ,rv'-11' 4*4 p r i 10 . i p h•'.11,1) .,.l rj a„ • �, .; ;i -,ri,,,;.. .,.. k ,.... .,..3 fii, ii " -01 // J + ,1-. -._F y.4,� ii I ,\. ••_ ., .:,_, ....„,,, 4.,:. n .', is I .� 4 I i -- • i 1 a r , tit;; i I) ... + tet• . ! , 1 4; 4: _ ,_. ,_ ,. ..„ Ir.‘7.‘....44,..A',.,...r fi.'... - -',... I 1 :7 ,..:. ) 4 , 9e 1 i . �j 4.' • $; } Gly r. Rt", xFr's ,•.tom , rrfic. 'i i 4 4 ---:.--_t4-,-7.4,',,. r 3 .-1,,4-,'ifr 4-;C I W , if....._.--- it tt 4 1 ' 'Z.- . -{. ..11.1---.... .-.4,-.- ., •i \ ii..':',.•;.. - . , -. : l n, �A}I • 1� j'. ` ..�, {1f* `� ' 111) 1 A T_lir - .5... t + 1 (' , ,. F{ ,.. ,. ..,,, ,. ,.„ ,..,;.,. . ,. , --.-.--_,---..-. • ;=- 4.% (fil_.. ,..4, ...rte t t r. r ,f.'!,•:.,-,.'..: 4" '�� - E, , , • ".; 4 +: 1 T \ 1� ' i , !' 4. .il. . , • . t-4.-.18.,....,-.k\‘.:,.,i.,, •if ' • r irk 10.0 ) , . .. i . ©2U15 mums U.S.,►ic. w SAWCUT & MATCH EXISTING GRADE (TYP.) NEW SIDEWALK/CURB c NEW SIDEWALK/CURB I. ,FDOT INDEX 304 (CR—L) FDOT INDEX 304 (CR—L) , ' Q .. x:-%_.4 ' , SAWCUT & MATCH J EXISTING GRADE (TYP.) �, * _ . . At4%.' ' *6, V .., _ , 6411-2 WITH /- A %tt*-L 0 f ill ll f� 6416-9P PLAQUE ., REV SSUED a,> CESCRIPDON ' ::: zai [ ,, '- -44*- ""' \ 1217f . 4 4-- - s .../ -ggie perl,„ _ W11 -2 & MILL EXISTING REMOVE & REPLACE0 EDGE LINE IN W16-7P PLAQUE 32 LF OF TYPE "F"- --- RAMP AREA REMOVE & REPLACE NOTES: CURB AT RAMP 30 LF OF TYPE "F" 1. THIS PLAN WAS CREATED WITHOUT THE BENEFIT OF # b'#: NEW TYPE FULL DEPTH ASPHALT 10' °'. ;;CURB AT RAMP VERTICAL SURVEY DATA. 0 5 10 20 30 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR "D" CURB REPAIR 8" DEPTH ON (TYP.) TEQUESTA i.p� , . # * PERFORMING MAINTENANCE OF TRAFFIC IN ACCORDANCE SCALE: 1" = 20' COMPACTED SUBGRADE 0 .- WITH FDOT DESIGN STANDARDS INDEX NO. 600 & 603. ), ' 3. RAMP SHALL NOT EXCEED 1:12 SLOPE. RAMP LENGTH % MAY INCREASE TO MAINTAIN 1:12 SLOPE. FROM1T111 MILL EXISTING .jam 4. LANDINGS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. Q5. TWO FOOT DETECTABLE WARNING STRIPS SHALL BE TEQUESTA DRIVE & EDGE LINE INSTALLED AT NEW RAMP LOCATIONS. TALL OAKS DRIVE 6. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH TEQQE3TA DRIVE 2' DETECTABLE I PALM BEACH COUNTY TYPICAL DRAWING NO. T-P-13, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL SIEET 1111E STRIP (TYP.) DEVICES. ALL PAVEMENT MARKING SHALL BE CROSSWALK RELOCATE ROYAL . —i • I f PALM & STREET REET SIGN THERMOPLASTIC CONFORMING TO FOOT STANDARD PLAN ,o0' (IF REQUIRED) SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION vi : ® ;` (SECTION 711) MINIMUM THICKNESS SHALL BE 90 MILS. l Ate `� . . NEW CONCRETE RAMP ARC/�►DIS 1 d . \• 1 FDOT INDEX 304 (CR—Li ARCADiS U.S.,Inc. �` �`�' STRIPING LEGEND: a 18oynbeBad. 934�° t) • o Tot pail0P/-7000 Fax(591)9064731 1-g /\___ 6411-2 & w RELAY EXISTING PAVERS A — 6" d 11 6416-7P PLAQUE w .. -- MAX Q SOLID WHITE 1:12 SLOPE (IF REQUIRED) ©- 12" SOLID WHITE ` ` li ' - - , . ©- 24" SOLID WHITE 8 6411-2 WITH z ' REMOVE & REPLACE 30 LF F©- 6" SKIP WHITE (10' - 30') W16-9P PLAQUE iw TYPE "F" CURB ac ©— 6" SKIP WHITE (6'-10') aoeFxr w.uwsaa PE FL tit7.A. :a ©— 18' SOLID YELLOW DAZE NO CHANGES TO K — 6" DOUBLE YELLOW 2016 �-� EXISTING RAMP O 1 Rill o �T � `� ©- 6" SOLID YELLOW a 3 t ! OE9GH PROF.Rit F BY O ©— RPM BI—DIRECTIONAL AMBER/AMBER TA /F4P.SE NUMBER WAN BY 0000P Of —1- ©— RPM BI—DIRECTIONAL WHITE/RED DRAWING 11ULIEER ii 11 WF006106 EN01