BOYNTON BEACH ENGINEERING STANDARD DETAIL

D-1

02/20

BOYNTON BEACH ENGINEERING STANDARD DETAIL

EFF. DATE

TYPICAL YARD DRAIN/CPEP DETAIL. NO.INSTALLATION DETAIL

D-2

02/20


EFF. DATE

TYPICAL INLET & EXFILTRATION TRENCH DETAIL. NO.DETAIL FOR NON-TRAFFIC AREAS

D-3

02/20

·

·

·

·

·

·

·


EFF. DATE

TYPICAL INLET & EXFILTRATION TRENCH DETAIL. NO.DETAIL FOR NON-TRAFFIC AREAS

D-4

02/20


EFF. DATE

DRAINAGE CONTROL STRUCTURE DETAIL. NO.DETAIL - TYPE A

D-5

02/20


EFF. DATE

DRAINAGE CONTROL STRUCTURE DETAIL. NO.DETAIL - TYPE B

D-6

02/20


EFF. DATE

DRAINAGE CONTROL STRUCTURE DETAIL. NO.DETAIL - TYPE B

D-7

C

L

A

S

S

3

5

B

02/20

U

S

F

O

U

N

D

R

Y

&

M

F

G

C

O R

P .

F

O

U

N

D

R Y

M

A D

E

I

N

.

U .

S

U

.

S . A

A S

T M

-

A

4

8

D

A

T

E

S

T

O

R

M

S

E

W

E

R

U

S

F

2 3

0 M A D E

I

N

U

S

A


EFF. DATE

MANHOLE FRAME AND COVER DETAIL. NO.(30" OPENING)

D-8

STANDARD PRECAST MANHOLETYPE II (SHALLOW)

02/20


EFF. DATE

DETAIL. NO.

(WITH ECCENTRIC CONE)STANDARD MANHOLE

D-9

02/20


EFF. DATE

DETAIL. NO.

D-10ROADWAY STORM RETENTION POND

SERVICE CONNECTION TO

(HYDRAULIC DESIGN SCHEMATIC)02/20


EFF. DATE

DETAIL. NO.

INLET FLUME DETAILSD-11

02/20


EFF. DATE

DETAIL. NO.

D-12TYPICAL SUBMERGED OUTFALL

02/20


EFF. DATE

DETAIL. NO.

D-13

02/20


EFF. DATE

SWALE REPLACEMENT DETAIL DETAIL. NO.

D-14

02/20


EFF. DATE

OFFSET SWALE REPLACEMENT DETAIL DETAIL. NO.

18' MIN.

A°

H C

BD

GF

E

(STANDARD)

NOTE: ALL DIMENSIONS ARE MINIMUM.

K-1

PARKING STALL & AISLE DIMENSIONS

LEGEND

FOR ALL OTHER DIMENSIONS

TWO WAY TRAFFICF G H

ONE WAY TRAFFICHGF


D ECBAFOR ALL STALLS

STALLS ON BOTH SIDES

ONE WAY TRAFFICHGA F

STALLS ON ONE SIDE ONLY

02/20


EFF. DATE

DETAIL. NO.

FOR ALL OTHER DIMENSIONS

TWO WAY TRAFFICF G


STALLS ON ONE SIDE ONLY

ONE WAY TRAFFICHGFH

CRA DISTRICT ONLY

(CRA ONLY) K-2

GA FONE WAY TRAFFIC

NOTE: ALL DIMENSIONS ARE MINIMUM.

STALLS ON BOTH SIDES

PARKING STALL & AISLE DIMENSIONS

H

FOR ALL STALLS LEGENDECBA D

02/20

D

C

B

H GF18' MIN.

E

A°


EFF. DATE

DETAIL. NO.

K-3

02/20


EFF. DATE

HANDICAP PARKING, STALLS AND DETAILS DETAIL. NO.


EFF. DATE

DETAIL. NO. HANDICAP PARKING, STALLS AND DETAILSK-4

02/20

PARKING AREA - TERMINAL ISLANDSK-5

02/20


EFF. DATE

DETAIL. NO.

NOTE: NO MORE THAN TWO ROWS OF PARKING WITHOUT A LANDSCAPE STRIP.

PARKING AREA - LANDSCAPE STRIPSK-6

02/20


EFF. DATE

DETAIL. NO.

PARKING AREA - EXAMPLE OF "CANOE"K-7

02/20


EFF. DATE

DETAIL. NO.

PARKING AREA - RESTRICTED PARKING AREAK-8

02/20


EFF. DATE

DETAIL. NO.

STREET PARALLEL HANDICAP PARKINGSTANDARD AND MARKING OPTIONS

K-9A

02/20

STRIPING OPTION - 2

STRIPING OPTION - 1

DIMENSIONAL REQUIREMENTS

TYPICAL 2TYPICAL 1


EFF. DATE

DETAIL. NO.

STREET PARALLEL HANDICAP PARKINGSTANDARD AND MARKING AREA

K-9B

02/20


EFF. DATE

DETAIL. NO.

STREET PARALLEL HANDICAP PARKINGSTANDARD AND MARKING OPTIONS

K-9C

02/20


EFF. DATE

DETAIL. NO.

(IN INCHES)SUBGRADE

(IN INCHES)LIMESTONE BASE

DESIGN BASE VS. SUBBASE THICKNESS(TYPICAL EXAMPLE)

NO. P.C. PERVIOUS PVMT.(IN INCHES)

K-10

* DEPTH VARIES - REFER

(#3 SHOWN AS EXAMPLE)TO TABLE BELOW.

PE

RIM

ET

ER

CU

RB

100%

18%

30%

15%

VOID PCT.ILLUSTRATED

HIGH WATERSEASONAL

LIMEROCKSUBGRADE

P.C.PERVIOUS PAV'T

SUBGRADE

02/20

6"

6"4"

*26

"*

30"


EFF. DATE

PORTLAND CEMENT PERVIOUS DETAIL. NO.PAVEMENT LAYER DESIGN SECTION

PARKING TRACT TYPICAL SECTION

LEGEND

K-11

02/20


EFF. DATE

DETAIL. NO.

NOTE: ALL DIMENSIONS SHOWN HEREON ARE MINIMUMS.

MAY BE CONSTRUCTED AS A "DROP CURB" CONNECTION WHEN*** 25' IN ZERO LOT LINE PROJECTS.

CONNECTING TO AN EXISTING CURBED STREET

DRIVEWAY LOCATION CRITERIAK-12

TYP.25'

R

*

**

SY

XR

ARTERIAL STREET

MAJOR

COLLECTOR STREET

INTERMEDIATE

PAVEMENT RETURN RADII BY DRIVEWAY TYPEMINOR

R/W

BASIC DRIVEWAY DIMENSION CRITERIALOCAL STREET

"S"

"X"

"Y"

"R"

02/20


EFF. DATE

DETAIL. NO.

COMMERCIAL DRIVEWAY SKETCHESK-13

02/20


EFF. DATE

DETAIL. NO.

K-14

02/20


EFF. DATE

RESIDENTIAL DRIVEWAY SWALE SECTION DETAIL. NO.(CONCRETE)

02/20

P-1

*

*

ROADWAY DESIGN CRITERIA


EFF. DATE

ROADWAY DESIGN CRITERIA DETAIL. NO.

02/20

P-2


EFF. DATE

DETAIL. NO.

TABLE OF MATERIALS AND CONSTRUCTION STANDARDS:

RESIDENTIAL ACCESS AND LOCAL STREETS

PAVEMENT COMPOSITION

RESIDENTIAL ACCESS AND LOCAL STREETS

02/20

P-3


EFF. DATE

TYPICAL ROADWAY SECTION DETAIL. NO.50' LOCAL STREET

P-4

02/20


EFF. DATE

TYPICAL ROADWAY SECTION DETAIL. NO.60' LOCAL STREET

02/20

P-5


EFF. DATE

LOCAL STREET PAVEMENT EDGE DETAILS DETAIL. NO.

02/20

P-6

A

A


EFF. DATE

PAVEMENT EDGE DETAILS WITH DETAIL. NO.FLUSH HEADER CURB

P-7

02/20

*

*

*

*

*


EFF. DATE

CURB & GUTTER DETAIL. NO.

02/20

P-8

TYPICAL "T" TURN AROUND

NOTES:


EFF. DATE

STREET TERMINATIONS DETAIL. NO.

02/20

P-9


EFF. DATE

DETAIL. NO.

STREET TERMINATION SHUNT & WYE TURNAROUND

02/20

P-10


EFF. DATE

SAFE SIGHT DISTANCE TRIANGLES DETAIL. NO.

P-11

02/20


EFF. DATE

ROADWAY SWALES DETAIL. NO.

*

MINIMUM.*

"A"

"B"

"A"

LOCATIONTYPE

TABLE OF SIDEWALK JOINTS

LAND DEVELOPMENT REGULATIONS.OTHER AREAS AS SPECIFIED BY THE

MULTI-FAMILY AREAS

SINGLE-FAMILY AREAS

WIDTHS - "W"TABLE OF SIDEWALK

AT DRIVEWAYS & OTHER AREASWITHIN 10' OF CROSS-STREETS,

THICKNESS - "T"TABLE OF SIDEWALK

RESIDENTIAL AREAS

P-16SIDEWALK CONSTRUCTION DETAIL

02/20


EFF. DATE

DETAIL. NO.


EFF. DATE

DETAIL. NO.

SIDEWALK AND CURBING CONSTRUCTION

P-17AT STREET INTERSECTION02/20

P-18

02/20


EFF. DATE

PATHWAY: SIDEWALK DETAIL. NO.

02/20

P-19PATHWAY: ASPHALT


EFF. DATE

DETAIL. NO.


EFF. DATE

DETAIL. NO.PATHWAY: 8' CONCRETE 02/20

P-20

TURF BLOCK DRIVEWAY02/20

P-21


EFF. DATE

DETAIL. NO.

P-25SPEED HUMP LOCATIONSTRAFFIC CALMING 02/20


EFF. DATE

DETAIL. NO.

P-26

TRAFFIC CALMINGSTANDARD SPEED HUMPCONSTRUCTION DETAILS

02/20


EFF. DATE

DETAIL. NO.

P-27

02/20


EFF. DATETRAFFIC CALMING ENHANCED SPEED HUMP DETAIL. NO.

CONSTRUCTION DETAILS

P-28

02/20


EFF. DATETRAFFIC CALMING ENHANCED SPEED HUMP DETAIL. NO.

CONSTRUCTION DETAILS

HUMPSPEED

HUMPSSPEED

AHEAD

M.P.H.XX

XX M.P.H.

SPEED

HUMP

AHEA

D

SPEE

DHU

MPS

P-29

02/20


EFF. DATETRAFFIC CALMING ENHANCED SPEED HUMP STANDARD PAVEMENT MARKING AND DETAIL. NO.

SIGNAGE DETAIL

SPEED HUMPS OR TABLESTYPICAL PAVEMENT MARKINGS

P-30

02/20


EFF. DATE

DETAIL. NO.

AND SIGNAGE DETAILSTRAFFIC CALMING STANDARDS

P-31

02/20

HUMPS

M.P.H.XX

SPEED

AHEAD HUMPSPEED


EFF. DATE

DETAIL. NO.

G-1BOLLARD DETAIL

02/20


EFF. DATE

DETAIL. NO.

G-2

02/20


EFF. DATE

PROTECTIVE ENCLOSURE FOR DETAIL. NO.ABOVE GROUND DEVICES


EFF. DATE

DETAIL. NO.

G-3ADUMPSTER ENCLOSURE DETAIL 02/20

G-3BDUMPSTER ENCLOSURE DETAIL 02/20


EFF. DATE

DETAIL. NO.

G-4

02/20


EFF. DATE

STANDARD TRENCHING PROCEDURE DETAIL. NO.

TYPICAL TRENCH DETAILG-5

02/20


EFF. DATE

DETAIL. NO.

UNDER ROADWAY - OPEN CUTPAVEMENT REPLACEMENT/PIPE INSTALLATION

G-6

02/20


EFF. DATE

DETAIL. NO.

INSTALLATIONPAVEMENT OVERLAY AFTER PIPE

G-7

02/20


EFF. DATE

DETAIL. NO.

FIRE LANE MARKINGSG-8*

**

*

02/20


EFF. DATE

DETAIL. NO.

G-9

02/20


EFF. DATE

STREET SIGN/STOP SIGN DETAIL DETAIL. NO.

G-10

02/20


EFF. DATE

"TELESPAR" SIGN SUPPORT SYSTEM DETAIL. NO.

G-11PRM LOCATION IN PAVEMENT AREA

SURVEY

02/20


EFF. DATE

DETAIL. NO.

G-12FOR PRM MONUMENTSCAST IRON FRAME & COVER

SURVEY

02/20


EFF. DATE

DETAIL. NO.

G-13

PRM NO

C

ELEV

A

TYI

OY NF BO

B

NTO

EACH

T

BEACHC

YPALM

OUNT

RAVERSE STATI

NO

REP

HTIW

NOITO-OC

NI

L.S. #___

PRM BRONZE DISC02/20


EFF. DATE

DETAIL. NO.

Documents

BOYNTON BEACH ENGINEERING STANDARD DETAIL