detail section - typ. equipment pad

DETAIL SECTION - TYP. EQUIPMENT PAD

OFFSET AIR RELEASE VALVE DETAIL

TERMINAL END DETAIL DETAILCONCRETE DRIVEWAY REPLACEMENT DETAILTYPICAL SERVICE CONNECTION DETAIL

2' VALLEY CURB DETAIL

6"7 1/2"

12"

24"

3/4" RAD. (TYP.)

(NOT TO SCALE)

VALLEY GUTTER FRAME & GRATE DETAIL(NOT TO SCALE)

8"

EDGE OFPAVEM'T.

GRATE ELEVATION(REFERS TO EDGE OFPAVEMENT GRADE)

FRAME & GRATEU.S.F. No. 5105-6148

GROUT

BRICK TO GRADE,SOLID BRICK2 COURSES MIN.4 COURSES MAX.NOT TO EXCEED 12"

#4 BARS @ 6" O.C.E.W.

PLAN SECTION

SECTION

TYPE C & E INLET DETAIL

NOTES:INLET TO BE PRECAST WITH CLASS "A" 4000 P.S.I. CONCRETE.ALL EXPOSED CORNERS AND EDGS TO BE CHAMFERED 3/4".12" DIA. WEEP HOLE REQUIRED ON ALL STRUCTURES WHICH HAVE A BOTTOM ELEVATION ABOVE THEWATER TABLE EXCEPT IN WELLFIELDS.24" SUMP REQUIRED ON ALL DRAINAGE STRUCTURES.SEE BEDDING DETAIL D 3.1ALL STRUCTURES TO BE 4 SIDED ANGLE SHOULDERS.

1.2.3.

4.5.6.

DIMENSIONSINLETTYPE A B

GRATE TYPEMAX. PIPE SIZE

WALL A WALL B

C

E 3'0" 4'6"U.S. FOUNDRY

No. 629024"

R.C.P.36"

R.C.P.

2'0" 3'1"U.S. FOUNDRY

No. 621215"

R.C.P.24"

R.C.P.

8" 8"8"8"

8" 8"

8"

8"8"8"

B

VA

RIE

S

8": UP TO 6' DEEP10": 6' TO 10' DEEP12": OVER 10' DEEP

GROUTCONCRETECOLLAR TO BASE

2-1/4"2-1/4"

GRATE

CONCRETECOLLAR W/ 1

No. 5 BARCONTINUOUS

No. 4 BARS@ 12" O.C.EACH WAY

3" CL.TYP.

2-1/4"2-1/4"2-

1/4"

2-1/

4"

B

A

WALL "B"

WALL "A"

A

3" C

L.

2"

2-1/4"2-1/4"

29 1/4"

22 1/4"

19 1/2"

1 1/4"

22"29 1/4"

29 1/4"

29 1/4"

22 1/4"

19 1/2"

22"

5 1/4"

1 3/4"8 7/8" 2"

USF 5106 FRAME & 6149 GRATE(SCALE: 1" = 1')

PLANSECTIONSECTION

NOTES:MATERIAL: ASTM-A48 CLASS 30B GRAY IRONFRAME WT: 190 LBS. APP.GRATE WT: 120 LBS. APP.

1.2.3.

CONCRETE HEADER CURB DETAIL

10"

12"

(2) #4 REINFORCINGBARS (GRADE 60)

(NOT TO SCALE)

18" RCP 18" RCP

30" R

CP

18" R

CP

4'-6"2'8" 8"

8"8"

FL=1.80FL=1.80

18" RCP18" RCP

FL=1.80 FL=1.80

DETAIL 318L

PLAN

SECTION

GR=5.91

6"

FL=1.60

30" RCP

INLET TYPE E

BOT=(-)0.80

3/8" ALUMINUMWEIR PLATE TOPEL. = 3.30

3/8" ALUMINUMWEIR PLATE TOP

EL. = 3.30



EL. = 3.30

6"

INLET TYPE E

18" RCP 18" RCP

24" R

CP

18" R

CP

3'-1"2'8" 8"

8"8"

FL=1.80FL=1.80

18" RCP18" RCP

FL=1.80 FL=1.80

DETAIL S-38L

PLAN

SECTION

GR=3.04

6"

FL=(-)0.30

24" RCP

INLET TYPE C

BOT=(-)2.70



EL. = 1.30



EL. = 1.30

6"

INLET TYPE C

BRICK PAVER CROSSWALK DETAIL(NOT TO SCALE)

CONCRETE VALLEYGUTTER

HEADER CURB

ARCHITECTURAL PAVERBRICKS (HERRINGBONEPATTERN)

CONCRETE VALLEYGUTTER

HEADER CURB

8" LIMEROCK BASE(LBR 100)

12" STABILIZEDSUBGRADE (LBR 40)

HEADER CURB

HEADER CURB

1" BEDDING SAND

10.0'

18.0'

1.0'

10.0'

1.0'

10.0"

FRENCH DRAIN DETAIL(NOT TO SCALE)

DRAIN LINE DETAIL(NOT TO SCALE)

FILTER FABRIC END CLOSURE DETAIL(NOT TO SCALE)

PALM BEACH COUNTY REPLACEMENT OF FLEXIBLEPAVEMENT FOR PERMITTED PAVEMENT CUTS

(NOT TO SCALE)

SECTION

ARCHITECTURAL PAVERBRICKS (ASTM C 1272)3-1/8" THICK

EXFILTRATION TRENCH DETAIL FOR PIPE CROSSING(NOT TO SCALE)

TYPICAL ROADWAY SECTION DETAIL(NOT TO SCALE)

9.0' 2.0' 4.5'

SOD

4.5'

20.0'

2.0%6.0%VARIES

STANDARD CLEARING AND GRUBBING (40.0')

1-1/2" TYPE S-III ASPHALTICCONCRETE SURFACECOURSE (2 LIFTS)

8" COMPACTEDLIMEROCK (LBR 100)

12" STABILIZEDSUBGRADE (LBR 40)

CURB PAD

2' VALLEY GUTTER

R/W LINE R/W LINE

9.0'2.0'4.5'

SOD

4.5'

20.0'

2.0% 6.0% VARIES

CONCRETE PARKING AREA - OCEAN DRIVE(NOT TO SCALE)

9.0'

2.0%

R/W LINE

9.0'2.0'

2.0% 1.5%

18.0'

CONCRETE BUMPERGUARD FDOT INDEX 300

5.0'

FINISHEDGRADE

CONCRETESIDEWALK, 4" THICK

1.5%

CONCRETE DRIVEWAYPAVEMENT, 6" THICKPROPOSED VALLEY

GUTTER (TYP.) COMPACTEDSUBGRADE

2.0'

9.0'

2.0%

R/W LINE

9.0'2.0'

2.0%

SOD

8" COMPACTED LIMEROCK

2.0'

R/W LINE

1' 8.0'

20'20'

12" STABILIZEDSUBGRADE

CURBPAD

CURBPAD

HEADERCURB

2' VALLEYGUTTER (TYP.)

1-1/2" TYPE S-111 ASPHALTCONCRETE SURFACECOURSE (2 LIFTS)

GRASSCRETE DRIVEWAY SECTION

SECTION

PLAN

GRASSCRETE PARKING SECTION

ASPHALT PARKING AREA - OCEAN DRIVE STA. 123+72.84 TO 125+43.71(NOT TO SCALE)

2.0%

PAVER SIDEWALK DRIVEWAY APRON DETAIL PAVER BRICK DRIVEWAY APRON TYPICAL DETAIL

PAVER BRICK SECTION

(NOT TO SCALE)(NOT TO SCALE)

(NOT TO SCALE)CONCRETE DRIVEWAY APRON

(NOT TO SCALE)

CONSTRUCT R1-1(30" x 30") (TYPICAL)

CONST. 24" SOLIDWHITE TRAFFICSTRIPE (TYP.)

CONST. 50 LF OF 6"DOUBLE YELLOW

TRAFFIC STRIPE

CONSTRUCT R1-1(30" x 30")


CONST. 300 LF OF6" DOUBLE YELLOWTRAFFIC STRIPE

CONST. 50 LF OF 6"DOUBLE YELLOWTRAFFIC STRIPE


CONSTRUCT R1-1(30" x 30")(TYPICAL)



CONST. 24" SOLIDWHITE TRAFFIC

STRIPE (TYP.)


TRAFFIC STRIPE





CONST. 24" SOLIDWHITE TRAFFIC STRIPE


TRAFFIC STRIPE




TRAFFIC STRIPE





TRAFFIC STRIPE




RELOCATE EXISTINGSTREET NAME SIGN


TRAFFIC STRIPE


TRAFFIC STRIPE




TRAFFIC STRIPE


RELOCATE EXISTINGSTREET NAME SIGNCONST. 50 LF OF 6"

DOUBLE YELLOWTRAFFIC STRIPE




TRAFFIC STRIPE

RELOCATEEXISTING STREET

NAME SIGN




9.0'

9.0'

EXISTING STREETNAME SIGN

TYPICAL STREET NAME SIGN LOCATION(NOT TO SCALE)






TRAFFIC STRIPE


TRAFFIC STRIPE








CONSTRUCT R1-1(30" x 30") (TYPICAL)


TRAFFIC STRIPE





HEADERCURB

VALLEY GUTTER



SIGNAGE & MARKING AT CROSSWALKS(NOT TO SCALE)

24" SOLID WHITELINE (TYP.)

AMBER / AMBER RPM'S- 40' O.C. (TYP.)

50' - 6" DOUBLE YELLOW LINE (TYP.)


CONSTRUCT 300 LF OF6" DOUBLE YELLOWTRAFFIC STRIPE

CONSTRUCT RPM BI-DIRECTIONALRETRO-REFLECTIVE PAVEMENT MARKERSAMBER/AMBER 40' ON CENTER (TYP.)

CONSTRUCT 24"SOLID WHITE

LINE (TYP.)

CONST. CONCRETEBUMPER GUARD (TYP.)FDOT INDEX 300

CONST. PARKING AREA.SEE SHEET 44 OF __

5'9'

(TYP.)

5' R.

5' R.

6" BLUELINE

9'

INSTALL HANDICAPPARKING SYMBOLFDOT INDEX 17346

6" SOLIDWHITE (TYP.)

6" SOLIDBLUE STRIPE

60°

6" SOLIDBLUE STRIPE

6" SOLIDWHITE STRIPE

6" SOLIDWHITE STRIPE

CONST. CONCRETEBUMPER GUARD (TYP.)

FDOT INDEX 300




TRAFFIC STRIPE






TRAFFIC STRIPE




TRAFFIC STRIPE



RELOCATE EXISTINGSTREET NAME SIGNCONST. 50 LF OF 6"

DOUBLE YELLOWTRAFFIC STRIPE

CONST. HANDICAPPARKING SIGN

FDOT INDEX 17346



TRAFFIC STRIPE


CONSTRUCT 24"SOLID WHITE

LINE (TYP.)

CONSTRUCT 300 LF OF6" DOUBLE YELLOWTRAFFIC STRIPE



22'(TYP.)

9'(TYP.)

8'

(TY

P.)



22'(TYP.)8'

(TY

P.)

7' R.

5' R.

detail section - typ. equipment pad

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