Section 100 Street Sections

Section 100 Street Sections

1. General Design Considerations 100 STREET SECTONS ll street design shall be in accordance with the Palm Beach County Unified Land Development Code. See particularly rticle 11.E.2.. 2. Construction in Muck or Clay reas [ref. rticle 11.E.2..5] When streets or alleys are to be constructed in muck areas, the muck or peat shall be completely removed from the centerline ten (10) feet beyond the edge of the pavement on each side. When gumbo or other plastic clays are encountered, they shall be removed within the roadway area one foot below the subgrade extending horizontally to the outside edge ofthe shoulder area. The design of streets proposed in excessive muck area shall be considered on an individual basis. 3. Dead-End Streets [ref. rticle 11.E.2..14] a. Non-plan Collector Streets Turnaround design for a temporary dead-end shall comply with the "T" turnaround standard as shown in Drawing 100.8. Turnaround for a permanent dead-end shall comply with the Cul-de-sac standard as shown in Drawing 100.10. b. Local Streets Turnaround design for a permanent dead-end shall comply with the Cul-de-sac standard as shown in Drawing 100.5 or 100.58. Turnaround design for a temporary dead-end shall comply with the "T" turnaround standard as shown in Drawing 100.5E or 100.5F. c. Residential ccess Streets Special turnaround designs for permanent dead-ends on residential access streets are provided to accommodate clustering of units and encourage efficient land use. Deadends may be designed with a Shunt Turnaround (Drawing 100.6C) or Wye Turnaround (Drawing 100.5D). Residential access street dead-ends may also be designed with a standard cul-de-sac, adapted from either Drawing 100.5 or 100.58, or standard ''T'' turnaround, adapted from either Drawing 100.5E or 100.5F. 4. Sodding of Stabilized Shoulders [ref. rticle 11.E.2..16] n streets to be maintained by the County, the developer shall sod with bahia grass in areas which do not abut either a residential lot or a common area planned for building construction. 100-1

5. Street Grades [ref. rticle 11.E.2..17 and 11.E.4.E.2 & 3] Street grades shall be shown on the construction plans by the direction and percent of fall, along with the centerline lineal distance between and elevation of each PV. Longitudinal grading for swale sections and for curb and gutter sections shall be a minimum of 0.30%. 6. Swales Longitudinal grading for swales shall be a minimum of 0.30%. 7. lignment, Tangent, Deflection, Radii [rticle 11.E.2..21] a. Horizontal Curves The minimum allowable radius for horizontal curves on residential access streets, local streets and non-plan collector streets shall be determined in accordance with Green book Fig. 3-2, based upon a design speed oftwenty (20) m.p.h. for a residential access street, thirty (30) m.p.h. for a local street and forty-five (45) m.p.h. for a nonplan collector street, or as approved by the County Engineer. b. ll required lines of sight shall be accommodated wholly within the limits ofthe street right-of-way or tract, as applicable. Line of sight shall be measured from points along the center of the travel lane to points along the centerline of pavement, in the direction of travel. c. Streets shall be laid out to intersect as nearly as possible at right angles. d. The same design speeds shown in 7.a. shall be used for other roadways design elements such as clear zone. 8. Landscaping of Medians on Public Streets [ref. rticle 11.E.2..23] When the developer proposes or is required to install landscaping within streets to be maintained by the County, the landscaping shall be installed in accordance with approved plans prior to acknowledgment of completion and acceptance of the street for County maintenance. s a condition of landscape plan approval, the developer shall be required to execute a maintenance-and-hold-harmless agreement and may be required to record said agreement in the public records. lternately, the developer may include language for maintenance of the landscape on public streets within the property owner's documents, if applicable and as approved by the County Engineer. 100-2

9. Paver nstallation a. Thoroughfare Roadways municipality may submit a right-of-way permit application to the Land Development Division for the installation of paver stones on a roadway identified on the County's thoroughfare plan. The application shall include a Paver nstallation and Maintenance greement and must comply with the standard details included in this section, unless otherwise approved by the County Engineer. b. Local Roadways property owner may submit an executed Palm Beach County Removal greement to the Land Development Division for the installation of paver stones for a driveway on a local roadway. Land Development staff will determine whether a right-of-way permit is also necessary to allow the pavers. 100-3

w z :::; 16' ~ ~--------------------~~--------------------~ lf: 4' 2' 0 g: FULL GRSS 10' SYMMETRCL BOUT <l. PLN GRDE ~ (TYP.) RC-70 PRME COT T 0.10 GL/SQ. YD. TCK COT T 0.05 GL/SQ. YD. @ WERNG SURFCE: SEE TBLE 100.6 @BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.~ @ PVEMENT EDGE: SEE 600.5 @NOT TO EXCEED 10% N LOT CCESS & DRVEWY RES. NOTE: THS SECTON TO BE USED FOR PRVTE STREETS ONLY ND MY BE USED FOR CCESS FOR UP TO MXMUM OF FOUR LOTS FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.1 DRWN BY: DTE: REVSED BY: DTE: 32FT. RESDENTL CCESS STREET : CROWN K.L. 05/23/90 f-...;j;.;.;.m.:..:.;.;;.;;k.;..._+-..:::02~/.::..:01:.!../=.:20:.::1:::..8 -f PPROVED: EFFECTVE: ~~ f-----+------1 COUNTY ENGNEER OR DESGNEE J.. l C., l ti loo.l

~ n J~ ~~----------------------------~~----------------------~~~ a:~ 5' 2' 20' ~ ~ ~ a: ~ FULL GRSS ~ a: ~ ~ ~ ~ 4'- 6" FULL GRSS i25~x. -, ~ 2%.- 25~MX "T'T/////////////////J'///////Jf'1'//////:/(J//// J d0 J RC 70 PRME COT T 0.10 GL/SQ. YD. TCK COT T 0.05 GL/SQ. YD. ~::;,;. <c ;.. L,:f;J. -~~<; @WERNG SURFCE: SEE TBLE 100.6 BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 @PVEMENT EDGE: SEE 600.5 @NOT TO EXCEED 10% N LOT CCESS & DRVEWY RES. NOTE: THS SECTON TO BE USED FOR PRVTE STREETS ONLY ND MY BE USED FOR CCESS FOR UP TO MXMUM OF FOUR LOTS FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.1B DRWN BY: DTE: REVSED BY: DTE: K.L 05/23/90 t--j;.;.;.m.;.;. ;.;.,;K_-+..::.02::!./..::.01::!./=..:20:..:1:::.8 - PPROVED: 32FT. RESDENTL CCESS STREET: TRNSVERSE SLOPE EFFECTVE: t------+-----1~~ ~ lt1lt8 100.1B

~~~--------------------~--------------~-~ ~ ~.w ~- 5' 6' 2' 20' 2' 5' - ~ ~ FULL GRSS FULL GRSS :f 0 a:: Q. @ WERNG SURFCE: SEE TBLE 100.6 BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 @ PVEMENT EDGE: SEE 600.5 @NOT TO EXCEED 10% N LOT CCESS & DRVEWY RES. NOTE: THS SECTON TO BE USED FOR PRVTE STREETS ONLY. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.2 DRWN BY: DTE: REVSED BY: DTE: K.L. 05/23/90 40FT. RESDENTL CCESS STREET : CROWN 1-...;J:..:..;. M.:.:.: ~K :.,. ~.;;,: 02::!.. /.;;.: 01~/2::.::0:..:; 18:::...t PPROVED: EFFECTVE: 1------1------t ~~~~E~ l '1lt i? 100.2

W W lw ~~~------------------------------~~------------------------------------~~~ ~. 6' 2' 20' 7' 5' ~ w w ~ FULL GRSS ~ ~ ~ ~ ~ f ~ 6'-6" FULL GRSS 2'VLLEY /GUTTER J r--. /ll " -:.!:;{!.~((((~7/'~~Y_:.~~(~'(:.:~~~~~?f:~:.~~/:.(~~~(~( Q ~ ~ :::._"_;_2~~.:...:.;. ~~ - L.:-- --L--!,..- - t---. - / 25%MX. - -)/ 2% --, -25%MX. ~ L _j -;,. B c CONCRETE ~ 6 " PTHWY RC-70 PRME COT -=--- (SEE 400.1) T 0.10 GL/SQ. YD. TCK COT T 0.05 GL/SQ. YD. @WERNG SURFCE: SEE TBLE 100.6 @BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 @ PVEMENT EDGE: SEE 600.5 @NOT TO EXCEED 10% N LOT CCESS & DRVEWY RES. NOTE: THS SECTON TO BE USED FOR PRVTE STREETS ONLY. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.2B DRWN BY: DTE: REVSED BY: DTE: K.L 05/23/90 1--J._M_.K_. -+-0-2-/-01-/-20_1_8-f 40FT. RESDENTL CCESS STREET: TRNSVERSE SLOPE..._----1----~ COUNTY ENGNEER OR DESGNEE EFFECTVE: ~ l Cf l t '& 100.2B

SYMMETRCL BOUT<f. - 25' ~~---------------------------------=~----------------------------4 ::::; 5' 8' 2' 10' ~~----~-----+--------~----------~~--~----------~~----------4 FULL GRSS tu 0.. o a:- 0.. ELEVTON TO BE T OR BOVE DJCENT CROWN OF PVEMENT. PLN GRDE\ ~ 25%MX. 2% ~,,._,- Yk///_////////////Lli.,...:.. ~.:.,.. t. --;: :;./............:.:._.:...:;-.:...::...:...:....... \_ SDEWLK PTHWY (SEE 400.1) J j ~t:f;~ 2'VLLEY ~- - GUTER B ~ RC-70 PRME COT J T 0.10 GL/SQ. YD. 6" f-- TCK COT T 0.05 GL/SQ. YD. @ WERNG SURFCE: SEE TBLE 100.6 @BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 @SHOULDER ND PVEMENT EDGE: SEE 600.5 @NOT TO EXCEED 10% N LOT CCESS & DRVEWY RES. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.3 50 FT. LOCL STREET: DRWN BY: DTE: REVSED BY: DTE: SDEWLK PTHWY K.V. 05/23/90 t--'-j.m.k_-+--'-02...:../..;...01_,_/"""'20-'-1..;...8-1 PPROVED: EFFECTVE: t-------t----1 ~ t-----+------1 COUNTY ENGNEER OR DESGNEE ~( C, lt~ 100.3

w z ~ 25' ~~--------------------------------~~--------------------------~ ~ 9' 4' 2' 10' ~~----------~----------r-f-u-ll-g~r--ss--~~--r-----------~~--------~ a.. ELEVTON TO BE T OR BOVE DJCENT CROWN OF PVEMENT. 1.5% 6"- v -- \_ 8' SPHLT PTHWY (ONE SDE ONLY, SEE 400.2}.,.v~~f~~;;;rr<~(fl 6 "---j 1-1.----- jj\) PLN:". 25%MX. @J',t'-, ; - 2% GRDE \ z.n,::::/ 7 :]~ GUTER B RC-70 PRME COT 6" f-- T 0.10 GL/SQ. YD. TCK COT T 0.05 GL/SQ. YD. @WERNG SURFCE: SEE TBLE 100.6 @ BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 @SHOULDER ND PVEMENT EDGE: SEE 600.5 @ NOTTO EXCEED 10% N LOT CCESS & DRVEWY RES. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.38 DRWN BY: DTE: REVSED BY: DTE: K.L 05/23/90 50 FT. LOCL STREET: SPHLT PTHWY 1-- ;;.;. J ;.;.; M;;.;..K;.;... -~0.::: 2/..;;. 0 ::::. 1/.::.; 20:...:1;.;;.. 8 ~ PPROVED: EFFECTVE: ~ 1------+---~ COUNTY ENGNEER OR DESGNEE ~~ Cf (t8 100.38

SYMMETRCL w BOUTCf z 30' ~~----------------------------~~----------------------------~ ~ FULL GRSS 2' PVED w a.. SHOULDER ~~--~s~ ----~------~7_'----~------~6'-----+~~--------~10~'--------~ a... 6%MN. 1.5% 25% MX.... SDEWLK PTHWY (SEE 400.1) RC-70 PRME COT T 0.10 GL/SQ. YD. TCK COT T 0.05 GL/SQ. YD. @WERNG SURFCE: SEE TBLE 100.6 BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 @SHOULDER ND PVEMENT EDGE: SEE 600.5 @ NOT TO EXCEED 8% N LOT CCESS & DRVEWY RES. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.4 DRWN BY: DTE: REVSED BY: DTE: K.L 05/23/90 -...;J;.:.:.M~ ;.:.:.K :..._-+-.=..:02:!./0::;.:1~/2:.:0~18~ PPROVED: 60FT. LOCL STREET: SDEWLK PTHWY EFFECTVE: 100.4

Z w ::::; 30' ~~--------------~- --------------------------------------------------~ w 0. 0 ~ 0. 9' 3' FULL GRSS 6' 4' STBLZED SHOULDER 2' PVED ~SHOULDER /. 10' ELEVTON TO BE T OR BOVE DJCENT CROWN OF PVEMENT 6"- - PLN _ _, ~ 6.. jj:) GRDE\ ~~~======~1~.5 %=-======~l dr-~j6~%~j_----~~ ;6~%~ ~/~~~~~3%~~t/ ~2'-~~2~%2 2'-~~(.~ \' l. -- c.:@/\jf Jr/e«LL'/#C(W////: Cf. '\ 8' SPHLT PTHWY ~ (ONE SDE ONLY; RC-70 PRME COT SEE 400.2) T 0.10 GL/SQ. YD. TCK COT T 0.05 GL/SQ. YD. @ WERNG SURFCE: SEE TBLE 100.6 @ BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 @SHOULDER ND PVEMENT EDGE: SEE 600.5 @NOT TO EXCEED 8% N LOT CCESS & DRVEWY RES. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.4B 60FT. LOCL STREET: DRWN BY: DTE: REVSEDBY: DTE: SPHLT PTHWY K.L 05/23/90 1--...;J;.;.;. M,;.;; ;.;.; K ;.. -1-..;.; 02;;:.. ~/0..;..;1;:_ /2;;.;0..;;;. 18~ PPROVED: EFFECTVE:.._---+------l eo~~~ JG it~ 100.4B

2' VLLEY GUTTER NOTE: FOR LNDSCPE SLND (WHERE REQURED) SEE DWG. NO. 1000.3- DETL 2. r u PROPERTY 25' R. P.R.C. 35' R. 25' 25' UJ z :::i 58' RD. SYMMETRCL BOUTCf. - ~ ~------------------------------------------------------------~ ffi 5' 3' 2' 48' RD. ~- SDEWLK FULL GRSSl 11--- ;..:...;..;...:; --1 ~- ELEVTON TO BE T OR BOVE DJCENT CROWN OF PVEMENT. 2' VLLEY GUTTER,. 0.5% (MN.) -~~~~ -~-~~ - 0 @/ SECTON - PLN GRDE RC-70 PRME COT T 0.10 GL/SQ. YD. TCK COT T 0.05 GL/SQ. YD. @ WERNG SURFCE: SEE TBLE 100.6 @BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 @ SHOULDER ND PVEMENT EDGE: SEE 600.5 FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.5 (Page 1 of 2) DRWN BY: DTE: REVSED BY: DTE: K..L 02/25/04 CUL-DE-SC FOR SO FT. LOCL STREET.,_...;J...;. M.;.;....;K.;_. --+-0;;.;;2~/0.;...1..:../2...;0...;1..;;..8--4 PPROVED: EFFECTVE:., _., ~~~ t-----+--------4 COUNTY ENGNEER OR DESGNEE ct_l '1 ({~ loo.s (PGE 1 OF 2)

2' VLLEY GUTER NOTE: FOR LNDSCPE SLND (WHERE REQURED) SEE DWG. NO. 1000.3DETL2. PROPERTY LNE P.R.C. 25' R. 35' R. 25' 25' SYMMETRCL_ BOUT(i_ - w z :::; 53' RD. ~ ~--------------------------~~~------------------------~ ffi 5' ~. SDEWLK FULL 3' GRSSl 2' 11'-- 43' RD. :_:::_:.;::...:=.;:... ----! a.. ELEVTON TO BE T OR BOVE DJCENT CROWN OF PVEMENT. 2' VLLEY GUTER PLN GRDE.,. 0.5% (MN.) -._:_ ~~~~i/~2.. ~}J~~~~c~o';;. SECTON - TCK COT T 0.05 GL/SQ. YD. NOTE: THS SECTON MY BE USED ONLY FOR DED END STREETS WTH TOTL LENGTH NOT EXCEEDNG 150 FT. FROM EDGE OF PVEMENT OF THE NTERSECTNG STREET TO CENTER OF CUL-DE-SC, ND REQURES PROR PPROVL FROM P.B.C. FRE OFFCL SUBGRDE: SEE TBLE 100.6 @ WERNG SURFCE: SEE TBLE 100.6 @ BSE: SEE TBLE 100.6 @ SHOULDER ND PVEMENT EDGE: SEE 600.5 FLEPTH : P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.S (Page 2 of 2) DRWN BY: DTE: REVSED BY: DTE: CUL-DE-SC FOR SO FT. LOCL STREET (LENGTH OF 150 FT. OR LESS) t-~j-;.;.;m;.;.;..k.;.;...-~0;.;;;2;:...;/0;.;;;1;:...;/2;.;;0..;;;;18~ PPROVED: K..L 2/25/04 t---1-------1 \f/& t11-6$j~ t - - - - - + - - - - - - 1 COUNTY ENGNEER OR DESGNEE EFFECTVE: ~{9 h~ loo.s (PGE 2 OF 2)

2' VLLEY GUTTER CONCRETE PTHWY (SEE SECTON 400, NOTE 2) NOTE: FOR LNDSCPE SLND (WHERE REQURED) SEE DWG. NO. 1000.3- DETL2. 25' R. P.R.C. P.C. TRNSTON END (VLLEY GUTTER TO SWLE) w SYMMETRCL ~ 58' RD. BOUT([ - ~~------------------------------------------------------------~ ffi 5' 3' 2' 48' RD. ~:SDEWLK FULL GRSSl ~~-----------"'------------------i ELEVTON TO BE l; OR BOVE DJCENT CROWN OF PVEMENT. 2' VLLEY GUTTER B.,. 0.5% (MN.)., ;,. _ -. -~ _; ;_ ~ @J~ :. _:_.. SECTON - PLN GRDE ~;i~~~~~i.c~t.~ ~T... TCK COT T 0.05 GL/SQ. YD. @ WERNG SURFCE: SEE TBLE 100.6 SUBGRDE: SEE TBLE 100.6 @ BSE: SEE TBLE 100.6 @ SHOULDER ND PVEMENT EDGE: SEE 600.5 FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.58 (Page 1 of 2) DRWN BY: DTE: REVSED BY: DTE: J.M.K. 02/01/2018 K..L. 02/23/04 i2p OVED: CUL-DE-SC FOR 60 FT. LOCL STREET ~---+----~ ~ e2~ t-----t------t COTY GNEER OR DESGNEE EFFECTVE: 100.58 (PGE 1 OF 2)

2' VLLEY GUTER CONCRETE PTHWY (SEE SECTON 400, NOTE 2) NOTE: FOR LNDSCPE SLND (WHERE REQURED) SEE DWG. NO. 1000.3DETL2. PROPERTY LNE 25' R. TRNSTON END (VLLEY GUTER TO SWLE) 30' SYMMETRCL BOUT~ - w z 53' RD. ::::i ~~--------------------------~~~------------------------~ ffi 5' 3' ~:SDEWLK 'FULL GRSS' 2' 43' RD.,t---------------":::_:_::...:.:::..;c.. ---1 ELEVTON TO BE T OR BOVE DJCENT CROWN OF PVEMENT. PLN GRDE 2'VLLEY GUTER ~- _..~_; ;~!~ :. ~ ~~~;O~~~E C~~~T... 0.10 GL/SQ. YD. B SECTON - TCK COT T 0.05 GL/SQ. YD. NOTE : THS SECTON MY BE USED ONLY FOR DED END STREETS WTH TOTL LENGTH NOT EXCEEDNG 150FT. FROM EDGE OF PVEMENT OF THE NTERSECTNG STREET TO CENTER OF CUL-DE-SC, ND REQURES PROR PPROVL FROM P.B.C. FRE OFFCL. SUBGRDE: SEE TBLE 100.6 @ WERNG SURFCE: SEE TBLE 100.6 @ BSE: SEE TBLE 100.6 @ SHOULDER ND PVEMENT EDGE: SEE 600.S FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.SB (Page 2 of 2) CUL-DE-SC FOR 60FT. LOCL STREET (LENGTH OF 150 FT. OR LESS) DRWN BY: DTE: K..L. 02/23/04 REVSED BY: DTE: t--j._m_.k_.-+-0-2/-0-1/_2_0-18--t ~ t - - - - - + - - - - - - - - - 4 COUNTY ENGNEER OR DESGNEE FECTVE:..l.l Cj t 2 100.5B (PGE 2 OF 2)

-,-------------=Q~~Q=::;--;;-- CSE RED REFLECTORS F.D.O.T. STNDRD 17349; 8' MX. SEPRTON (TYP.) Ln ~ FLUSH HEDER CURB 45' P p p p 2' VLLEY GUlTER 30' R. (TYP.) 5' MNMUM wl z ::::::; ~ a: w c... 0 a: c... 20' 20' ~ ::::::; ~ a: w c... 0 a: c... VRBLE FLUSH HEDER CURB SECTON - @WERNG SURFCE: SEE TBLE 100.6 @ BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 NOTE: THS SECTON SHLL BE LLOWED ONLY S PERMNENT DEDEND TRETMENT ON 32 FT. ND 40FT. RESDENTL CCESS STREETS. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.5C DRWN BY: DTE: REVSED BY: DTE: K.L. 05/23/90 SHUNT TURNROUND._...;J;.;...M...;..;.;.K._-f-..;;.;02::../.;;.;01:!../2::..::0:..::.18~ PPROVED: EFFECTVE: ~~ J-----f------1 COUNTY ENGNEER OR DESGNEE ;;2.( Cz lt loo.sc

FLUSH HEDER CURB i PER ~~ -...;;;:::::::::::::;:::::::::-- CSED RED REFLECTORS F.D.O.T. STNDRD 17349 (TYP.) 2' VLLEY GUTER ~ :::::; ~: UJ c.. 0 ex: c.. 20' 20' ~ :::::; :~ UJ c.. 0 ex: c.. VRBLE FLUSH HEDER CURB SECTON - @WERNG SURFCE: SEE TBLE 100.6 @ BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 NOTE: THS SECTON SHLL BE LLOWED ONLY S PERMNENT DEDEND TRETMENT ON 32 FT. ND 40FT. RESDENTL CCESS STREETS. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.5D WYE TURNROUND DRWN BY: DTE: REVSED BY: DTE: K.L. 03/22/91 J--~E.;.;;K..,.,...-+-0~4;.:,./0~8;;.::/,;;;.;19;.;;9~1-f PPROVED: EFFECTVE: 1--...;J...;.M.;.;..;.;.;K.;..,. -+-0::.:2::../0::.:1::../2=..;0~1;;;,8-1 ~ t-----+------1 COUNTY ENGNEER OR DESGNEE d-t "1 ll& 100.50

NOTE: WHERE STREET DEDCTON NOT CONTNUOUS, PROVDE SUFFCENT SET BCK TO CCOMMODTE FLL OR CUT SLOPE ND NY REQURED GURDRL. CSE RED REFLECTORS F.D.O.T STNDRD 17349; 8' MX. SEPRTON (TYP.) 2' VLLEY GUTER 0 N TYPCL PTHWY 1 SYMMETRCL ~~--------------------2~5_'--------------------~---BOUT~ ~ ~----------~~--------~~--------~~----~ w Q. ~ Q. ~~~~~~~~~~~--~~~~~~~~ PLN GRDE SECTON - NOTES: @ WERNG SURFCE: SEE TBLE 100.6 BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 1. THS TURNROUND TO BE USED FOR TEMPORRY DED-END ONLY. 2. UPON EXTENSON OF STREET, EXCESS PVEMENTTO BE REMOVED. BSE TO BE REMOVED FROM 1 FT. BEHND VLLEY GUTER TO PROPERTY LNE. SHOULDER TO BE RECONSTRUCTED TO PPROPRTE SECTON. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.5E DRWN BY: DTE: K.L. 05/23/90 REVSED BY: DTE: 1-_;J:..:.;. M..:..;,;,.:,;. K;,;_. ---+-0::..:2:!../0::..:1:!../::.;20:..:1:.::.8-l PPROVED: "T" TURNROUND FOR 50 FT. LOCL STREET EFFECTVE: loo.se.. -~-----~ ' _'rltio'u lji tt.e:o4 h aj! 1, ~NGNE~ OR DESGNEE.l-..,_ 1 lo Ci

NOTE: WHERE STREET DEDCTON NOT -- CONTiNUOUS, PROVDE SUFFCENT CSE RED REFLECTORS SET BCK TO CCOMMODTE \ /- F.D.O.T STNDRD 17349; FLL OR CUT SLOPE ND 8' MX. SEPRTON (TYP.) NY REQURED GURDRL. --------.Q..Q. 5' MNMUM 0 N TYPCL PTHWY 20' w 30' ~~-----------~---------------~ 12' 8' 10' SYMMETRCL BOUT ct. PLN GRDE RC-70 PRME COT T 0.10 GL/SQ. YD. TCK COT T 0.05 GL/SQ. YD. @WERNG SURFCE: SEE TBLE 100.6 @BSE: SEE TBLE 100.6 @ SUBGRDE: SEE TBLE 100.6 SECTON - NOTES: FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.5F 1. THS TURNROUND TO BE USED FOR TEMPORRY DED-END ONLY. 2. UPON EXTENSON OF STREET, EXCESS PVEMENT TO BE NETLY SW-CUT ND REMOVED. BSE TO BE REMOVED FROM 1 FT. BEYOND FNL EDGE OF PVEMENT TO PROPERTY LNE. SHOULDER TO BE RE- CONSTRUCTED TO PPROPRTE SECTON. DRWN BY: DTE : REVSED BY: DTE: K.L. 05/23/90 "T" TURNROUND FOR 60 FT. LOCL STREET J-----=.;J.~M:..:.:. K~.-+-0;;.:2::../0;;.:1::../;;;.;20;..;;1;.;;..8---4 PPROVED: EFFECTVE:..._----+-------4 c.lt. q k& loo.sf

TBLE 100.6 TBLE OF MTERLS ND CONSTRUCTON STNDRDS: RESDENTL CCESS ND LOCL STREETS Construction Standards Component Description Minimum n Place Notes (1) of Materials Thickness (2) SN (min.) (3) SP Structural Course 1~" 0.66 Traffic Level B c Optional Base Group 8 Compacted Subgrade (3) See notes 1.65 Refer to FOOT Flexible Pavement Design Manual Table 5.6 12" 0 Total 2.31 (1) = Pavement B =Base C = Subgrade (2) ll Dimensions Refer to Finished Thickness (3) Compacted to t Least 98% Maximum Density Per PER..S.H.T.O. T-180. FLEPTH : P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT /100.6 TBLE OF MTERLS ND CONSTRUCTON STNDRDS: RESDENTL CCESS ND DRWN BY: DTE: REVSED BY: DTE: LOCL STREETS K.L. 05/23/90 J.M.K. 02/01/2018 ~ EFFECTWE c~ ~lctlc~ DRWNG 100.6

NOTES: 1. THE TERM NON-PLN REFERS TO RODWY SECTON THT S NOT DENTFED S MJOR ROD ON THE PLM BECH COUNTY THOROUGHFRE RGHT-OF-WY DENTFCTON MP. 2. THE SECTONS FOR MJOR STREETS MY LSO BE UTLZED N LEU OF THS SECTON. REFER TO THE RODWY PRODUCTON DVSON'S DESGN STNDRDS. SYMMETRCL! BOUT~ -"! 40' ~ r---------------------------------~~----------------------------------~... ~ FULL GRSS BY SEED & MULCH FULL SOD ~i 0:: OR SODDNG S PPROVED ~ ~~ --~5_' ---+------~7'-----r------~s~ ------~--~6~ ----~----------~1~4'----------~ 0::. ~ ELEVTON TO BE T OR BOVE DJCENT CROWN OF PVEMENT. PLN GRDE 25%MX. SDEWLK PTHWY RC-70 PRME COT T 0.10 GL/SQ. YD. @ WERNG SURFCE: SEE TBLE 100.9 @ BSE: SEE TBLE 100.9 SUBGRDE: SEE TBLE 100.9 @ COMPCTED SHOULDER STBLZED TO MN. FBV 75 P.S.. TO 6 NCHES DEPTH. SHOULDER TO BE GRDED 0.2 FT. BELOW PLN GRDE ND FULLY SODDED. LNES: 12FT. WDE WTH 2FT. PVED SHOULDERS 0 STRPNG: SEE SECTON 500 NOTES FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.7 80FT. NON-PLN COLLECTOR STREET: DRWN BY: DTE: REVSEDBY: DTE: SWLE SDEWLK PTHWY K.L. 05/23/90 1----'-J.-M'-'-. K-'-.---+-_02-'/_0-'1/_2_01_8~ PPROVED: EFFECTVE: ~ {J..a ;;t_f~ ~lcf llf. C~DESGNEE 100.7

NOTES: 1. THE TERM NON-PLN REFERS TO RODWY SECTON THT S NOT DENTFED S MJOR ROD ON THE PLM BECH COUNTY THOROUGHFRE RGHT-OF-WY DENTFCTON MP. 2. THE SECTONS FOR MJOR STREETS MY LSO BE UTLZED N LEU OF THS SECTON. REFER TO THE RODWY PRODUCTON DVSON'S DESGN STNDRDS. UJ z ;:jl 40' ~~----------------------------------------------------------------------~1 UJ FUll GRSS BY SEED & MULCH FULL SOD ~ OR SODDNG S PPROVED c.:: c.. 9' 6' 14' 3' 8' ELEVTON TO BE T OR BOVE DJCENT PLN CROWN OF PVEMENT. 6.. GXv ~ GRDE \ i v~=~l.~s%~o == 6 :,l:::!d~~2j5~%~~~~i6%~o ~~~J,:='~J11 ~~~~~~~.~ '!..-lul 6 11 ~~~t-~ ~~~~~~~p. --~?2%~o~~p;~ t:::.,,~~':i;~~" -- lfs.---7 - ~it.t ~~~~~~~r==r-===~l~~=~ 8' SPHLT PTHWY @/ ~ ~ B (ONE SDE ONLY; SEE 400.2) RC-70 PRME COT T 0.10 GL/SQ. YD. Cl @ WERNG SURFCE: SEE TBLE 100.9 BSE: SEE TBLE 100.9 SUBGRDE: SEE TBLE 100.9 @ COMPCTED SHOULDER STBLZED TO MN. FBV 75 P.S.. TO 6 NCHES DEPTH; SHOULDER TO BE GRDED 0.2 FT. BELOW PLN GRDE ND FULLY SODDED. LNES: 12FT. WDE WTH 2FT. PVED SHOULDERS STRPNG: SEE SECTON 500 NOTES FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.7B 80FT. NON-PLN COLLECTOR STREET: DRWN BY: DTE: REVSEDBY: DTE: SWLE, SPHLT PTHWY K.L. 05/23/90 J---J._M_.K_.--+-0'--2-'-/0'--1-'-/2_0_1_81 PPROVED: EFFECTVE: t------------+-----1~~ J---------f-----------1 COUNTY ENGNEER OR DESGNEE ~9ft & 100.7B

NOTE: WHERE STREET DEDCTON NOT CONTNUOUS, PROVDE SUFFCENT SET BCK TO CCOMMODTE Fill OR CUT SlOPE ND NY REQURED GURDRL CSE RED REFlECTORS F.D.O.T STNDRD 17349;.. -.. -.. -.. -.. -..::.= -~ ::~.s~::~ ~~~ (~~ ~.Q..Q. d- - 5' MNMUM t.l TYPCl PTHWY~.. il Q a:! ~ 1_. ~ = UJ :E :::!E ~ 28' UJ z ::::; ~ UJ Q.. li1 Q.. b N SYMMETRCl~ UJ Z BOUT<t_ 1 ::::; 40' ~----------------------------------~----------------------------------~ 12' 14' 14' B RC-70 PRME COT T 0.10 GL/SQ. YD. @ WERNG SURFCE: SEE TBlE 100.9 @BSE: SEE TBlE 100.9 SUBGRDE: SEE TBlE 100.9 SECTON - FllEPTH: P:/DGN/ENG SER/lND DEVElOPMENT STNDRDS/DWF FORMT/100.8 NOTES: 1. THS TURNROUND TO BE USED FOR TEMPORRY DED-END ONlY. 2. UPON EXTENSON OF STREET, EXCESS PVEMENT TO BE NETlY SW-CUT ND REMOVED. BSE TO BE REMOVED FROM 1 FT. BEYOND FNl EDGE OF PVEMENT TO PROPERTY line. SHOUlDER TO BE RE- CONSTRUCTED TO PPROPRTE SECTON. 11 T 11 TURNROUND NON-PLN DRWN BY: DTE: REVSED BY: DTE: 80 FT. COLLECTOR STREET K.L 05/23/90 t---j-.m--.k-. ---+--0-2/-0-1/_2_01-8---i ~ EFFECTVE: t------+------i COUNTY ENGNEER OR DESGNEE ~J_(H l i 100.8

TBLE 100.9 TBLE OF MTERLS ND CONSTRUCTON STNDRDS: NON-PLN COLLECTOR STREETS Component Description (1) of Materials Construction Standards Minimum n Place Thickness (2) SN(min) Notes Friction Course 1" 0.44 FC9.5 B SP Structural Course 1~" 0.66 Traffic Level c Optional Base Group 3 See notes 0.95 Refer to FOOT Flexible Pavement Design Manual Table 5.6 D Stabilized 12" 0.96 Subgrade (3) Total 3.01 (1) = Friction B =Pavement C =Base D = Subgrade (2) ll Dimensions Refer to Finished Thickness (3) Stabilized Subgrade to Meet LBR-40, pproved Materials for Palm Beach County nclude: Limerock, Cemented Coquina and Shell Rock. FLEPTH: P:/DGN/ENG SER/LND DEVELOPMENT STNDRDS/DWF FORMT/100.9 TBLE OF MTERLS ND TBLE CONSTRUCTON STNDRDS NON-PLN COLLECTOR STREETS DRWN BY: DTE: REVSED BY: DTE: J.M.K. 02/01/2018 ~. EFFECTVE: K.L. 05/23/90 -"' o_..v"-'l.-oj COUNTY ENGNEER OR DESGNEE 'd(t\ ltf 100.9

2' VLLEY GUTTER NOTE: FOR LNDSCPE SLND (WHERE REQURED) SEE DWG. NO. 1000.3- DETL2. P.R.C. 25' R. P.C. TRNSTON END (VLLEY GUTTER TO SWLE) LLJ SYMMETRCL ~~------------------------------~5~8~'R~~D~ -- Bo_u_T_~---------~ LLJ ~ 5 ' 3' 2' 48' RD. ~: 1:~s~,r---------------------~~~~------------------------~ ELEVTON TO BE T OR BOVE DJCENT CROWN OF PVEMENT. 2' VLLEY GUTTER B.,. ' 1".. - -. ~- _.._ _. _._._._ c SECTON - PLN GRDE RC-70 PRME COT T 0.10 GL/SQ. YD. TCK COT T 0.05 GL/SQ. YD. @ WERNG SURFCE: SEE TBLE 100.11 SUBGRDE: SEE TBLE 100.11 @ BSE: SEE TBLE 100.11 @ SHOULDER ND PVEMENT EDGE: SEE 600.5 FLEPTH: P:/DGN/ENG SER/LND DlEVELOPMENT STNDRDS/DWF FORMT/100.10 DRWN BY: DTE: REVSED BY: DTE: K..L. 02/23/04 CUL-DE-SC FOR 80 FT. NON-PLN COLLECTOR STREET 1-...;;.;J,;.;,M;.;,;.K..;.;.. --+-0:..:2::~..0:.:1=20::..:1:.:::8--f PPROVED: EFFECTVE: t-----+-----1~~ COUNTY ENGNEER OR DESGNEE 100.10