Section 1000 Supplemental and Miscellaneous Standards

.

(SAW CUT)

D (MIN.)= T/5 D (MAX.) =T/4

(FORMED-GROOVE OR PRE-MOLDED)

TYPE A CONTRACTION JOINT

~"l r JOINT I/ SEALER

I l

I

\_ EXPANSION JOINT FillER

TYPE B EXPANSION / ISOLATION JOINT

JOINT SEALER

TYPEC CONSTRUCTION JOINT

FllEPATH: P:/DGN/ENG SER/lAND DEVELOPMENT STANDARDS/DWF FORMAT/1000.1

PALM BEACH COUNTY DEPARTMENT OF ENGINEERING & PUBLIC WORKS CONCRETE JOINTS

DRAWN BY: DATE: REVISED BY: DATE:

05/23/90 .___J_.M_._K.-4-0-2-/0-1/_2_01-8--1 A~ EFFECTIVE:

t-----+-------4 COUNTY ENGINEER OR DESIGNEE ';U q l ( 8 K.l.

DRAWING NO.

1000.1

MINIMUM SEPARATION FROM GATE POST TO FACE OF CURB. GATE POST SHALL NOT BE LOCATED WITHIN THE SIDEWALK.

20' 1'-6" WITH ISLAND MIN.

FACE OF CURB (TYP.)

10' 17' WITH ISLAND WITH ISLAND

20' MINIMUM

WITHOUT ISLAND

• ··-··-··-~~~~~~::~~.E-··~·-··-··-··-··-··-··-··-··-··-··-··-··-··-

INTERSECTING ROADWAY NOTE:

::.:: ....J

~ w 0 Vi

GATE POST (TYP.)

::21-0z a:­... 0 ;,.:C... U(!) <z al­l-C... LUC... VlQ ::Eli; ::lo :::Et­zw -z ::2::; 0~ Lila: ..... w

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NOTES: THIS DESIGN IS TO BE USED FOR PRIVATE STREETS ONLY

1. A TURNAROUND NEAR THE STOPPING POINT AND ACROSS THE MEDIAN IS REQUIRED FOR UNADMITTED VEHICLES.

2. A TURNAROUND WITH AN OUTSIDE RADIUS OF AT LEAST 55 FEET SHALL BE PROVIDED WHEN A SCHOOL BUS SHELTER AND TURNAR0\1 NO ARE REQUIRED AS A CONDI :t:ION OF FINAL SUBDIVISION PLAN OR ZONING APPROVAL

3. 150FT. MINIMUM SETBACK MAY BE INCREASED BASED ON TRAFFIC VOLUME AND ALIGNMENT OF ENTRANCE.

FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/1000.2A

PALM BEACH COUNTY DEPARTMENT OF ENGINEERING & PUBLIC WORKS

GATED ENTRIES (MANNED OR UN-MANNED)

PLAN VIEW DRAWN BY: DATE:

K.L. 05/23/90

REVISED BY: DATE:

J.M.K. 02/01/2018 A?:~ ~~ EFFECTIVE:

1------+----1 ~ }1A.t oM l 1------+----~ COUNTY ENGINEER OR DESIGNEE U q t$

DRAWING NO.

1000.2A

1'-6" MIN. -

\:GATE COLUMN

1'-6" MIN.

r-- 1'-6" MIN.

-

CROSS-SECTION VIEW

10'-0" MINIMUIV

THE MINIMUM SETBACK FROM FACE OF A RAISED CURB TO ANY OBSTRUCTION (GUARDHOUSE, CARD READER, TELEPHONE, ETc.) IS TO BE 2'- 6". EXCEPTIONS

-17'-0"* *

M INIMUM

- - J GATE COLUMN

NOTE:

1'-6" MIN.

(6'-0" "SETBACK FROM E/P WITHOUT NON-MOUNTABLE CURB).

TO THIS SETBACK ARE A BREAK-AWAY BASE FOR CARD READERS AND TELEPHONES. THE PALM BEACH COUNTY FIRE MARSHAL MUST ALSO APPROVE PLANS.

THIS DESIGN IS TO BE USED FOR PRIVATE STREETS ONLY.

* THE 1'- 6" SETBACK IS NOT REQUIRED FOR ROOF OVERHANGS ABOVE A 14FT. VERTICAL CLEARANCE FROM THE ROADWAY.

* * FOR FIRE/RESCUE EQUIPMENT, PROVIDE A MINIMUM OF 15 FT. FROM FACE OF CURB TO FACE OF CURB.

FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/1000.2B

PALM BEACH COUNTY DEPARTMENT OF ENGINEERING & PUBLIC WORKS

GATED ENTRIES (MANNED OR UN-MANNED)

PROFILE VIEW DRAWN BY: DATE: REVISED BY: DATE:

1-----'Jc.:..:.. M.:..:..:·_:K._-+--=.:02='-/.::..:01:L/2=0:..=18=--t APPROVED: EFFECTIVE:

1-------f------f ~~ 1-------+-------i COUNTY ENGINEER OR DESIGNEE ~j Cf l/"8

K.L. 05/23/90

DRAWING NO.

1000.28

45' RAD.

SYMMETRICAL ABOUTfi

2' ~----------~2=3~'~(M~I~N~.)--------------~--------~2~0~'R~A~D~.(~M~AX~·~) ______ __,

2' VALLEY GUITER A

DETAIL 1 NOTE: FOR LOCAL STREETS ONLY

SO' RAD.

FOOT-TYPE "A" MOUNTABLE CURB

SYMMETRICAL ABOUT~

2'~----------~23~'~(M~IN~.)------------~--------------~2~S~'R~A=D.~(M~AX~.)~--------~

* ~SOD~2'

: ~~A~~E~· _.'_· ~-··_· ·. ·. _.·_. ··~~_.'_·: ·. ·:

GUITER B FOOT-TYPE "A" MOUNTABLE CURB

DETAIL 2 NOTE: FOR LOCAL STREETS ONLY

@ WEARING SURFACE: SEE TABLE 100.6

@ BASE: SEE TABLE 100.6 * MAINTAIN 2 FT. MOWING STRIP * * TREES & SHRUBS TO BE SET BACK

4FT. (MIN.) FROM BACK OF CURB @ SUBGRADE: SEE TABLE 100.6

FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/1000.3

PALM BEACH COUNTY DEPARTMENT OF ENGINEERING & PUBLIC WORKS

CUL-DE-SAC

LANDSCAPE ISLAND DRAWN BY: DATE: REVISED BY: DATE:

K.A.L. 02/24/04 1---J-.M_ ._K_. -+--02_/_01-/2_0_1---18 AP ECTIVE:

1-------+-----1 COUNTY ENGINEER OR DESIGNEE t( \ t.-l

DRAWING NO.

1000.3

1" SCREENED OR CONCRETE SAND (TYP.)

15" COMPACTED LIMEROCK BASE COMPACTED TO 98% AASHTO T-180 (LBR100) (3 EQUAL COURSES)

12" STABILIZED SUBGRADE TYPE B (LBR40) COMPACTED TO 98% AASHTO T-180

NOTE: 20" LIMEROCK WITH COMPACTED SUBGRADE MAY BE USED IN LIEU OF 12" STABILIZED SUBGRADE/15" LIMEROCK

1" SCREENED OR CONCRETE SAND (TYP.)

9" TYPE B-12.5 BASE COURSE (3" MAXIMUM LIFTS)

12" STABILIZED SUBGRADE

STRUCTURAL NUMBER (SN) VALUE:

INTERLOCKING CONCRETE PAVER STONES (4-1/2" X 8-7/8" x 3-1/8" THICK)

10" X 12" HEADER CURB

#4 REBAR

LAYER TYPE THICKNESS

12"

AASHTO CODE SN TOTAL

TYPE B STABILIZED, SUBGRADE (LBR40) LIMEROCK BASE (LBR 100) INTERLOCKING CONCRETE PAVER

15" 3.125"

PAVER STONE SECTION N.T.S.

0.08 0.96 0.18 2.70 0.00 0.00

SN = 3.66 (> 3.5 REQUIRED)

INTERLOCKING CONCRETE PAVER STONES (4-1/2" x 8-7/8" x 3-1/8" THICK)

10" X 12" HEADER CURB

#4REBAR TYPE B (LBR40) COMPACTED---IC.L~ TO 98% AASHTO T-180

NOTE: STRUCTURAL NUMBER (SN) VALUE: 12" TYPE B-12.5 BASE COURSE WITH COMPACTED SUBGRADE MAY BE USED IN LIEU

LAYER TYPE THICKNESS AASHTO CODE SN TOTAL

TYPE B STABILIZED, SUBGRADE (LBR40) TYPE B-12.5 BASE COURSE INTERLOCKING CONCRETE PAVER

12" 0.08 0.96

OF 12" STABILIZED SUBGRADE/9" TYPE B-12.5

9" 0.30 2.70 3.125" 0.00 0.00

SN = 3.66 (> 3.5 REQUIRED)

ALTERNATE PAVER STONE SECTION N.T.S.

24"

1" SAND LAYER ------F,;,r;;~;;l ... ~iil!==::::-15 .. LIMEROCK PAVER STONES OR 9" TYPE B-12.5

12" STABILIZED __ ..)1'~'-""i'~JC.te."J, SUBGRADE

5" CONCRETE COLLAR

PAVER STONE AT STRUCTURE DETAIL N.T.S.

FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/1000.4A

PALM BEACH COUNTY DEPARTMENT OF ENGINEERING & PUBLIC WORKS

PAVER STONE DETAIL STANDARDS FOR NON-PLAN

COLLECTOR ROADS DRAWN BY: DATE: REVISED BY: DATE:

.,__J._M_.K_. -+-0-2-/0_1_/2_0_1_8~ Ao/f~ A 0 ~ A ......... A • ...... (] ~FECTIVE :

.__----+--------lc~~Cfl(2 K.L. 06/25/93

DRAWING NO.

1000.4A

PAVER STONE SPECIFICATIONS

1. PAVER STONES MUST MEET OR EXCEED ASTM C936 SPECIFICATIONS, "STANDARD SPECIFICATION FOR SOLID INTERLOCKING CONCRETE PAVING UNITS".

2. PROVIDE 12" STABILIZED SUBGRADE TYPE B (LBR 40} COMPACTED TO 98% AASHTO T-180.

3. SAWCUT NEATLY, REMOVE AND DISPOSE OF EXISTING PAVEMENT AND BASE, PROVIDE A MINIMUM 15" LIME ROCK BASE (LBR 100) OR CEMENT TREATED BASE OR APPROVED EQUAL; PRIMED AND COMPACTED {3 EQUAL 5" COURSES). COMPACT TO 98% AASHTO T-180.

4. PLACE BEDDING COURSE OF SHARP, NORMAL WEIGHT SCREENING OR CONCRETE SAND TO A UNIFORM DEPTH OF 1", LEVELED TO GRADE. CONTRACTOR MAY CONSIDER USE OF MORTAR MIX IN SAND BED TO STABILIZE THE PAVER SYSTEM AND MINIMIZE SETTLEMENT.

5. INSTALL INTERLOCKING CONCRETE PAVER STONES WITH A HERRINGBONE PATTERN, 3-18" {80 MM} THICK.

6. WHERE REQUIRED, CUT PAVING STONES WITH AN APPROVED CUTTER TO FIT ACCURATELY ON ALL EDGES, NEATLY AND WITHOUT DAMAGE.

7. TAMP PAVING STONES WITH MECHANICAL VIBRATOR UNTIL UNIFORMLY LEVEL, TRUE TO GRADE AND FREE FROM MOVEMENT.

8. FILL VOIDS IN JOINTS BY SWEEPING IN A FINE, DRY MASONRY SAND.

9. WASH AND CLEAN THE SURFACE AS REQUIRED.

10. PAVERS MUST BE COMPLETELY BORDERED BY 3,000 PSI CONCRETE CURBS (FLUSH HEADER, VALLEY GUTTER, TYPE "D" OR TYPE "F"}. HEADER CURB SHALL BE OF WHITE CONCRETE WITH GLASS SPHERES WHEN USED TO OUTLINE A CROSSWALK.

11. PROVIDE 5" THICK CONCRETE COLLAR, 24" AROUND ALL STRUCTURES WITHIN PAVER STONE AREA(S}. TOP OF CONCRETE COLLAR TO BE PLACED AT BOTTOM OF SAND LAYER.

12. SIGNING, PAVEMENT MARKINGS AND REFLECTIVE PAVEMENT MARKERS SHALL BE IN ACCORDANCE WITH PALM BEACH COUNTYY TYPICAL DRAWING NO. T-P-17 (OR LATEST REVISION}, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. PAVER STONES USED FOR PAVEMENT MARKING SHALL MEET COLORING AND RETROREFLECTIVITY REQUIREMENTS OF T-P-17 (OR LATEST REVISION).

13. DETECTION LOOPS TO BE REPLACED. CONDUITS AND PULL BOXES TO BE PROVIDED AS NECESSARY FOR LOOP LEAD-INS, AS APPROVED BY PBC. NO CONDUITS, LOOPS, OR PULL BOXES TO BE CONSTRUCTED UNDER PAVER STONES OR HEADER CURBS.

FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/1000.4B

PALM BEACH COUNTY DEPARTMENT OF ENGINEERING & PUBLIC WORKS

PAVER STONE SPECIFICATIONS

DRAWN BY: DATE: REVISED BY: DATE:

06/25/93 t---J._M_.K_. --t-0- 2-/0- 8-/2_0_1_7 -i EFFECTIVE:

t------+------1 COUNTY ENGINEER OR DESIGNEE .tt q Lt g K.L.

DRAWING NO.

1000.48