Section 1000 Supplemental and Miscellaneous Standards

Transcription

1 Section 1000 Supplemental and Miscellaneous Standards

2 . (SAW CUT) D (MIN.)= T/5 D (MAX.) =T/4 TYPE A CONTRACTION JOINT (FORMED-GROOVE OR PRE-MOLDED) ~"l I l r JOINT I/ SEALER I \_ EXPANSION JOINT FillER TYPE B EXPANSION / ISOLATION JOINT JOINT SEALER TYPEC CONSTRUCTION JOINT FllEPATH: P:/DGN/ENG SER/lAND DEVELOPMENT STANDARDS/DWF FORMAT/ CONCRETE JOINTS DRAWN BY: DATE : REVISED BY: K.l. 05/23/90. J_.M_._K /0-1/_2_ A~ EFFECTIVE: t COUNTY ENGINEER OR DESIGNEE ';U q l (

3 MINIMUM SEPARATION FROM GATE POST TO FACE OF CURB. GATE POST SHALL NOT BE LOCATED WITHIN THE SIDEWALK. GATE POST (TYP.) 20' 1'-6" WITH ISLAND MIN. FACE OF CURB (TYP.) 10' 17' WITH ISLAND WITH ISLAND 20' MINIMUM WITHOUT ISLAND ::.::...J ~ w 0 Vi - - -~~~~~~::~~.E- ~ ::21-0z a:... 0 ;,.:C... U(!) <z all-c... LUC... VlQ ::Eli; ::lo :::Etzw -z ::2::; 0~ Lila:... w c... ~ c... INTERSECTING ROADWAY NOTES: 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 FT. MINIMUM SETBACK MAY BE INCREASED BASED ON TRAFFIC VOLUME AND ALIGNMENT OF ENTRANCE. THIS DESIGN IS TO BE USED FOR PRIVATE STREETS ONLY FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/1000.2A DRAWN BY: K.L. 05/23/90 REVISED BY: GATED ENTRIES (MANNED OR UN-MANNED) PLAN VIEW J.M.K. 02/01/2018 A?:~ ~~ EFFECTIVE: ~ }1A.t om l ~ COUNTY ENGINEER OR DESIGNEE U q t$ A

4 1'-6" MIN. - 1'-6" MIN. r-- 1'-6" MIN. 10'-0" MINIMUIV - 17'-0"* * M INIMUM 1'-6" MIN. (6'-0" "SETBACK FROM E/P WITHOUT NON-MOUNTABLE CURB). \:GATE COLUMN J GATE COLUMN CROSS-SECTION VIEW THE MINIMUM SETBACK FROM FACE OF A RAISED CURB TO ANY OBSTRUCTION (GUARDHOUSE, CARD READER, TELEPHONE, ETc.) IS TO BE 2'- 6". EXCEPTIONS 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 DRAWN BY: DATE : REVISED BY: K.L. 05/23/ 'Jc.:..:.. M.:..:..: _:K._-+--=.:02='-/.::..:01:L/2=0:..=18=--t APPROVED: GATED ENTRIES (MANNED OR UN-MANNED) PROFILE VIEW EFFECTIVE: f------f ~~ i COUNTY ENGINEER OR DESIGNEE ~j Cf l/"

5 SYMMETRICAL ABOUTfi 45' RAD. 2' ~ ~2=3~'~(M~I~N~.) ~ ~2~0~'R~A~D~.(~M~AX~ ~), 2' VALLEY GUITER A DETAIL 1 FOR LOCAL STREETS ONLY FOOT-TYPE "A" MOUNTABLE CURB SYMMETRICAL ABOUT~ SO' RAD. 2'~ ~23~'~(M~IN~.) ~ ~2~S~'R~A=D.~(M~AX~.)~ ~ ~SOD~2' * : ~~A~~E~ _.'_ ~- _.. _. _. ~~_.'_ :. : GUITER B FOOT-TYPE "A" MOUNTABLE CURB DETAIL WEARING SURFACE: SEE TABLE BASE: SEE TABLE SUBGRADE: SEE TABLE FOR LOCAL STREETS ONLY * MAINTAIN 2 FT. MOWING STRIP ** TREES & SHRUBS TO BE SET BACK 4FT. (MIN.) FROM BACK OF CURB FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/ DRAWN BY: REVISED BY: K.A.L. 02/24/04 CUL-DE-SAC LANDSCAPE ISLAND 1---J-.M_._K_ _/_01-/2_0_ AP ECTIVE: COUNTY ENGINEER OR DESIGNEE t( \ t.-l

6 1" SCREENED OR CONCRETE SAND (TYP.) INTERLOCKING CONCRETE PAVER STONES (4-1/2" X 8-7/8" x 3-1/8" THICK) 15" COMPACTED LIMEROCK BASE COMPACTED TO 98% AASHTO T-180 (LBR100) (3 EQUAL COURSES) 10" X 12" HEADER CURB #4 REBAR 12" STABILIZED SUBGRADE TYPE B (LBR40) COMPACTED TO 98% AASHTO T " LIMEROCK WITH COMPACTED SUBGRADE MAY BE USED IN LIEU OF 12" STABILIZED SUBGRADE/15" LIMEROCK STRUCTURAL NUMBER (SN) VALUE: LAYER TYPE TYPE B STABILIZED, SUBGRADE (LBR40) LIMEROCK BASE (LBR 100) INTERLOCKING CONCRETE PAVER THICKNESS AASHTO CODE " 15" 3.125" SN TOTAL SN = 3.66 (> 3.5 REQUIRED) PAVER STONE SECTION N.T.S. 1" SCREENED OR CONCRETE SAND (TYP.) INTERLOCKING CONCRETE PAVER STONES (4-1/2" x 8-7/8" x 3-1/8" THICK) 9" TYPE B-12.5 BASE COURSE (3" MAXIMUM LIFTS) 10" X 12" HEADER CURB #4REBAR 12" STABILIZED SUBGRADE TYPE B (LBR40) COMPACTED---IC.L~ TO 98% AASHTO T " TYPE B-12.5 BASE COURSE WITH COMPACTED SUBGRADE MAY BE USED IN LIEU OF 12" STABILIZED SUBGRADE/9" TYPE B-12.5 STRUCTURAL NUMBER (SN) VALUE: LAYER TYPE TYPE B STABILIZED, SUBGRADE (LBR40) TYPE B-12.5 BASE COURSE INTERLOCKING CONCRETE PAVER THICKNESS AASHTO CODE 12" 9" 3.125" SN TOTAL SN = 3.66 (> 3.5 REQUIRED) ALTERNATE PAVER STONE SECTION N.T.S. 24"...~iil!==::::- 1" SAND LAYER F,;,r;;~;;l 15.. LIMEROCK OR 9" TYPE B-12.5 PAVER STONES 5" CONCRETE COLLAR 12" STABILIZED..)1'~'-""i'~JC.te."J, SUBGRADE PAVER STONE AT STRUCTURE DETAIL N.T.S. FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/1000.4A DRAWN BY: K.L. 06/25/93 REVISED BY: PAVER STONE DETAIL STANDARDS FOR NON-PLAN COLLECTOR ROADS /0_1_/2_0_1_8~ Ao/f~ 0 ~ A... ~FECTIVE: lc~~cfl(2., J._M_.K_. A A... ( ] A

7 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 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 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 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 DRAWN BY: K.L. REVISED BY: PAVER STONE SPECIFICATIONS t--j._ M_.K_. - - t -0-2-/0-8-/2_0_1_7 - i EFFECTIVE: 06/25/93 t COUNTY ENGINEER OR DESIGNEE.ttq Lt g