S60 - Traffic Details Index

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DRAWING NUMBER

DRAWING TITLE

REVISION DATE

S60-1 ALLEY SPEED HUMP 10/19

S60- 2 SPEED HUMP 10/19

S60- 3 SPEED STRIP HUMP 10/19

S60- 10 RAISED INTERSECTION PLAN 10/19

S60- 11 RAISED INTERSECTION SECTION VIEWS 10/19

S60- 20 SPEED PLATEAU 10/19

S60- 21 BRICK PLATEAU PLAN 10/19

S60- 22 BRICK PLATEAU SECTION VIEWS 10/19

S60- 30 PLAN VIEWS FOR TYPE "A", "B", AND "C" CENTER MEDIANS 10/19

S60- 31

S60- 32

PAVED OR BRICK ROADWAY WITH CENTER MEDIAN

TYPICAL CENTER MEDIAN SECTION VIEWS

10/19

10/19

S60- 40 ACCESSIBLE PARALLEL PARKING IN PUBLIC RIGHT OF WAY 10/19

S60- 41 ACCESSIBLE PERPENDICULAR PARKING IN PUBLIC RIGHT OF WAY 10/19

S60- 42 ACCESSIBLE ANGLE PARKING IN PUBLIC RIGHT OF WAY 10/19

S60- 43 MISCELLANEOUS SIGNAGE FOR ACCESSIBLE PARKING IN PUBLIC RIGHT OF WAY

10/19

CITY STANDARDS REVISIONS -· TRAFFIC

BY DATE ~ - --4iiill

ENGINEERING AND CAPITAL IMPROVEMENT DEPARTMENT

CITY of ST. PmRSBURG

SCALE: N.T.S.

DETAILS INDEX DATE: OCT. 2019APPROVED :trL·

~~ ' ~~I~~ DWG. No. _. -""'7"' I -- ■· -~ •

(/ DIREcy6f S60-INDEX -

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(SEE NOTE 4)

SECTION A-A

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* SEE NOTE 5

60

1YP -/4.( EDGE OF SPEED HUMP, lYP.

~ El6"1YP~r---1-~ 2' TYP

CHEVRON DETAIL (SEE NOTE 7)

; VARI::snNG PAVEMEITTIWIO:ARIES

6" F 6": I : 6" 6" =.czz /.Z2 ,.aJ.. .. L..:..zv---22..,....,..r.t~...,,-;..-r;,-•'7:,_~.....,-~.....-~

EXISTING EDGE OF J l PAVEMENT, TYPICAL EXISTING PAVEMENT MAINTAIN 3" ABOVE EXISTING PAVEMENT

PROFILE SURFACE ALONG CENTER LINE OF ALLEY SPEED SECTION B-B HUMP, TYP.

NOTES: 1. MILLING MAY BE DELETED WITH APPROVAL OF THE ENGINEER .

2. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE SPEED HUMP AT THE FIELD SITE WITH THE ENGINEER PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK WITH THE ENGINEER. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FABRICATE A TEMPLATE, SUBJECT TO THE ENGINEERS VERIFICATION,

IN ACCORDANCE WITH THE PROFILE MEASUREMENTS AS NOTED ABOVE IN SECTION VIEW A-A. PROFILE DIMENSIONS ARE SYMMETRICAL ABOUT C/L OF CROSS SECTION. THE TEMPLATE SHALL BE USED TO INSURE THAT THE PROPOSED VERTICAL DIMENSIONS ARE SUCCESSFULLY ACHIEVED. THE COST OF THE TEMPLATE SHALL BE INCIDENTAL TO THE COST TO CONSTRUCT THE SPEED HUMP.

5. NOTED AREAS DEPICT THE LIMITS OF MILLING FOR THE SPEED HUMP. 6. CONSTRUCT SPEED HUMP IN TWO EQUAL LIFTS OF SP-1 ASPHALTIC CONCRETE. 7. ALL MARKINGS SHALL BE WHITE IN COLOR.

CI TY STANDARDS

ALLEY SPEED HUMP DETAIL

OCT. 2019

SCALE: N.T.S. 560-1

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CITY STANDARDS

SPEED HUMP DETAIL

SCALE: N.T.S. S60-2

EXISTING TYPE A OR GRANITE CURB

GUTTER FLOW LINE

SEE CHEVRON DETAIL, BELOW

CENTER LINE OF TRAVEL LANE

EDGE OF PAVEMENT, TYP.

EXISTING TYPE D CURB EXISTING TYPE

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* SEE NOTES

"TYPICAL PLAN VIEW

1-1/2", TYP.

~--=r~

EDGE OF SPEED HUMP, TYP.

12" TYP. 1r-----,- r CENTER LINE OF / TRAVEL LANE

EXISTING PVMT. SURFACE

12" TYP.

I~~ I 6' CHEVRON DETAIL

(SEE NOTE 4) (SEE NOTE 7)

SECTION A-A

EXISTING TYPE A OR~,. EXISTING PAVEMENT WIDTH bLIEXISTING TYPE B OR

GRANllc CURB "'" lB'f8" 18" : . ,. 12" lYPE D CURBr - }..dZ,pU-'.&~"222llll7ZZzoJ

EXISTING PAVEMENT PROFILE/ MAINTAIN 3" ABOVE EXISTING PAVEMENT SURFACE ALONG CENTER LINE OF SPEED HUMP

SECTION B-B NOTES: 1. MILLING MAY BE DELETED WITH APPROVAL OF THE ENGINEER. 2. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE SPEED HUMP AT THE FIELD SITE WITH THE ENGINEER PRIOR TO

CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK WITH THE ENGINEER. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FABRICATE A TEMPLATE, SUBJECT TO THE ENGINEERS VERIFICATION, IN ACCORDANCE

WITH THE PROFILE MEASUREMENTS AS NOTED ABOVE IN SECTION VIEW A-A. PROFILE DIMENSIONS ARE SYMMETRICAL ABOUT QL OF CROSS SECTION. THE TEMPLATE SHALL BE USED TO INSURE THAT THE PROPOSED VERTICAL DIMENSIONS ARE SUCCESSFULLY ACHIEVED. THE COST OF THE TEMPLATE SHALL BE INCIDENTAL TO THE COST TO CONSTRUCT THE SPEED HUMP.

S. NOTED AREAS DEPICT THE LIMITS OF MILLING FOR THE SPEED HUMP. 6. CONSTRUCT SPEED HUMP IN TWO EQUAL LIFTS OF SP-1 ASPHALTIC CONCRETE. 7. ALL MARKINGS SHALL BE WHITE IN COLOR.

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EDGE OF SPEED HUMP, TYP. GUTTER FLOW LINE

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SEE CHEVRON DETAIL9!z Ns·=-~ ~

w CENTER LINE OF~

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PAVEMENT9 z NI !'lY~. I ~ ~

EDGE OF PAVEMENT,CHEVRON DETAIL lYPICAL

(SEE NOTE 4)

EXISTING lYPE B

18" MIN.

" ~ tn

12"

MIN.

* <:

* SEE NOTE 3

CURB EXISTING lYPE D CURB

TYPICAL PLAN VIEW SAW CUT ALL EDGES .. 5' 3/4" CHAMFER AT ALL\

MILL 4-1/2", TYP. •IMIWNG LIMITS EXPOSED EDGES, lYP.

5'-9"I EXISTING PVMT. SURFACE

"""':"''";"'.""':'!'-:'.,....._""":"""!';""'"!"'l""!""'t~~t-t---.:::::::-- 2 LAYERS OF WWF:

6x6-W1.4xW1.4 3"

4' 3000 PSI CONCRETE

SECTION A-A SECTION B-B

EXISTING lYPE A OR~• EXISTING PAVEMENT WIDTH .,~EXISTINGlYPE B OR

GRANITE CURB .,, 18" I ~ 12" . .. TYPED CURBT.MIN.MIN. ,,,,_ f - ,_

EXISTING PAVEMENT PROFILE ~ - -----====--..L. MAINTAIN 3" ABOVE EXISTING PAVEMENT SURFACE FOR WIDTH OF SPEED HUMP

SECTION C-C

NOTES: 1. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE SPEED STRIP HUMP AT THE FIELD

SITE WITH THE ENGINEER PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK

WITH THE ENGINEER. 3. NOTED AREAS DEPICT THE LIMITS OF MIWNG FOR THE SPEED HUMP. 4. ALL MARKINGS SHALL BE WHITE IN COLOR.

CITY STANDARDS

SCALE: N.T.S.

OCT. 2019

560-3

GUTTER FLOW LINE

MAINTAIN 12" ADJACENT TO TYPE B OR TYPE D CURB

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EL LANE, TYP. ftt(SEE SHT.c

560-11)

EXISTING TYPED CURB, TYP.

EXISTING TYPE B CURB. TYP.

NOTES:

((SEE SHT.j 560-11)tllt,ii MAINTAIN 18" ADJACENT TO TYPE A OR GRANITE CURB

SEE STANDARD DETAIL- RAISED INTERSECTION SECTION VIEWS FOR CHEVRON DETAILS (S60-11)

MATCH AT PC/PT, TYP.

TYPICAL PLAN VIEW 1. MILLING MAY BE DELETED WITH APPROVAL OF THE ENGINEER. 2. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION AND LIMITS OF THE RAISED INTERSECTION

AT THE FIELD SITE WITH THE ENGINEER PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK

WITH THE ENGINEER. 4. FOR SECTION VIEWS C-C AND D-D SEE STANDARD DETAIL-RAISED INTERSECTION SECTION VIEWS

(S60-11). 5. FOR STRIPING PLAN SEE STANDARD DETAIL-RAISED INTERSECTION SECTION VIEWS (560-11). 6. NOTED AREA TYPICALLY DEPICTS THE LIMITS OF MILLING FOR THE RAISED INTERSECTION. SEE

STANDARD DETAIL-RAISED INTERSECTION SECTION VIEWS (S60-11) FOR MORE REQUIREMENTS. 7. THE CONTRACTOR SHALL ADJUST TO NEW GRADE, ALL MANHOLE RINGS AND VALVE BOXES THAT

ARE AFFECTED BY THIS WORK. 8. CONSTRUCT RAISED INTERSECTION IN TWO EQUAL LIFTS OF SP-1 ASPHALT CONCRETE.

CITY STANDARDS DR1=VEVlirc::5TIQl'""INN'Si:::. I •11111111a,;. --. IRAa ·1·5-, -E' -D· ·1· .. ,.....E-cr10-· ....... N'""'T'""·E- .. ,-..R'""S N.

DATE

~....__-~----I ~ PLAN DETAIL oi-------+-------z ENGINEERING AND CAPITAL APPROVED BY: DATE: OCT. 2019 co 1-------+-------1 IMPROVEMENT DEPARTMENT O CITY of ST. PETERSBURG DWG. No.-ol-----+------l---=:.:....:.-=-:..:..:...:..:.:..::.:==~-1--.12.~~~C..,..r..-.,1.~~~~'1!t.....L----I 560-10 ~ SCALE: N.T.S.

I

41 VARIES 4'

SECTION C-C

EXISTING PAVEMENT WIDTH

VARIES

1811 1811 1811 1211

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EXISTING PAVEMENT PROFILE

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~ 0 CHEVRON DETAIL< 0

~

5 :::,

NOTE: <ii ALL MARKINGS SHALL BE WHITE IN COLOR.

CITY STANDARDS REVISIONS RAISED INTERSECTION

0> BY DATE 5---------- ~ N SECTION VIEWS DETAIL-~•4iilll>o--------z ENGINEERING AND CAPITAL APPROVED BY: DATE: OCT. 2019 co 1-----------1 IMPROVEMENT DEPARTMENT O CITY of ST. PmRSBURG DWG. No.-ol-------l-----1----=--__::_....:..:..:__:_..:........:..:...:..._..:...__---4 _ ___k~~~':.........L:.d:'-t,,UJ~~~---I 560-11i SCALE: N.T.S.

EXISTING TYPE B OR

6' M

6' M

MILLING UMITS

~---·1----+- MILLING LIMITS, TYP., SEE

CITY STANDARDS

SPEED PL.ATEAU DETAIL

OCT. 2019

S60-20

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EXJ5TING Pl/MT.~ SURFACE

EXISTING TYPE A OR GRANITE CURB

GUTTER FLOW UNE

SEE CHEVRON DETAIL BELOW

CENTER LINE OF TRAVEL LANE

SECTION VIEW "A-A"

EDGE OF PAVEMENT, TYPICAL

EXISTING TYPE D CURB

TYPICAL PIJ\N VIEW

6' RAMP LENGTH

SECTION A-A CHEVRON DETAIL (SEE NOTE 5)

EXISTING PAVEMENT WIDTH EXISTING TYPE AOR ~ ~ ~ I EXISTING lYPE BOR~",18"1

L GRANITECURB , === ,Z2r.Z2wunz'.-=~~EDCURB

~ rMAINTAIN 4" ABOVE EXISTING PAVEMENT SURFACE ALONG . EXISTING PAVEMENT PROFILE CENTER LINE OF SPEED HUMP

SECTION 8-8

NOTES: 1. MILLING MAY BE DELETED WITH APPROVAL OF THE ENGINEER. 2. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE SPEED HUMP AT THE FIELD SITE

WITH THE ENGINEER PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK

WITH THE ENGINEER. 4. CONSTRUCT SPEED PLATEAU IN TWO EQUAL LIFTS OF SP-1 ASPHALTIC CONCRETE. 5. ALL MARKINGS SHALL BE WHITE IN COLOR.

- -

- - - - -

- -

- -- -

- - -- -

- -

-

EXISTING GUTTER FLOW UNE TYP

2 1. MATCH EXISTING GUTTER FLOW UNES ON BOTH SIDES AND ROADWAY CROWN ELEVATIONS AT BOTH ENDS. ~ 2. THE CONTRACTOR SHALL ADJUST THE INSIDE FACE OF THE MODIFIED TYPE B CURB TO MATCH THE PROPOSED GRADES OF THE 0 BRICK PLATEAU. BRICK ELEVATION IN RAISED CENTER AREA SHALL BE 3" ABOVE GUTTER GRADE.c.::.... 0 L.. 3. DIMENSIONS BETWEEN HEADER CURB AND TYPE A DROP CURB(S) WILL VARY DUE TO EXISTING BRICK WIDTHS TO EUMINATE .... I cumNG BRICKS.

0 <O 4. FOR SECTION VIEWS A-A AND B-B, SEE STANDARD DETAIL-BRICK PLATEAU SECTION VIEWS (560-22).(/) / 5 . THE CONTRACTOR SHALL REMOVE, STORE, PROTECT, AND REINSTALL THE EXISTING BRICK AS SHOWN AFFECTED BY THE WORK..!E

NO ADDIBONAL BRICK WILL BE SUPPLIED BY THE CITY. LOST, STOLEN BRICK, OR BROKEN BRICK SHALL BE REPLACED IN KIND BY2 Cl Q) THE CONTRACTOR AT NO ADDIBONAL COST TO THE CITY.

"O 6. THE CROWN OF THE PROPOSED RAISED PLATEAU CENTER AREA SHALL BE A CONTINUOUSLY SLOPING CONSTANT STRAIGHT LINE,L..

"O 0 MATCHING THE ROADWAY SLOPE, BETWEEN TYPE A DROP CURBS. .., C

7. THE CONTRACTOR SHALL VERIFY THE FINAL LOCATION OF THE BRICK PLATEAU WITH THE ENGINEER PRIOR TO CONSTRUCTION.0

en AS REQUIRED, THE CONTRACTOR SHALL ADJUST TO NEW GRADE, ALL MANHOLE RINGS AND VALVE BOXES THAT ARE AFFECTED BY 3: Q) THIS WORK.z

8. THE CONTRACTOR SHALL COORDINATE ALL TRAFFIC REGULATORY SIGNS AFFECTED BY THE WORK WITH THE ENGINEER. 9. THE CONTRACTOR SHALL REALIGN, VERTICALLY AND LONGITUDINALLY, ANY GRANITE CURB AFFECTED BY THE WORK AS REQUIRED

Cl AND AS DIRECTED BY THE ENGINEER. ~ < 0 0 10. IF REQUIRED, OR AS DIRECTED BY THE ENGINEER, REPLACEMENT OF EXISTING TYPE A CURB SHALL BE AS AS PER CITY .... ::::, STANDARDS. SEE STANDARD DETAIL-TYPE "A", "B", "C", AND "D" CURB.</ 11. ROADWAY CLOSURE FOR A MAXIMUM PERIOD OF 24 HOURS MAY BE ALLOWED WITH A MINIMUM 24 HOUR ADVANCED WRITTEN en REQUEST TO THE ENGINEER. ROADWAY CLOSURE WILL BE FOR CURE TIME OF THE CONCRETE CURBS ONLY.

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.... REVISIONS

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MODIFIED TYPE B CURB, TYP. EXISTING lYPE A CURB OR~ GRANITE CURB, TYP. RB, TYP.fi HEADER CU

CJTYPE A DROP CURB, TYP.l ~ 2'TYP.

...... ... - ... ... ' ,- - ... .... .... ....- - -.... ... .... - ... ... - ... - ...-... ... .... - ... ... .... - ....- - - -... .... - ... ... ... .... ...- - -... ... .... - ... ... .... ....- - - - -- - ... ... - .... ...- - --... .... .... - ... ... ... - ....- -- -... - ... II ... ... .... ... ---.......... .... ... ... ... ....- -- --... - ... ... .... - ...,I ---

.... .... - ... ... - ... ....- -- - -- ... ... .... ... ....- ---

.... .... ... ... .... ... - ...- - -- -... - ... .... --- ... .... .... - ....-

.... - ... ... ... .... ... - ...- - --- ...... .... - ... .... .... - ....-,...... - ... ... .... ... .... ...- ---- -... - .... ... .... .... .... -- -,...... - ... .... - ...- -- - -

,__4• TO 4'-4" _ _,r-4'TO4'-4"- 12' TO 121-611

~ -21'-11" TO 23'-1"

-

TYPICAL PLAN VIEW

CITY

~ •4iiilill


CITY of ST. PETERSBURG

SCALE: N.T.S.

STANDARDS ·

BRICK PLATEAU PLAN DETAIL

APPROVED BY: DATE: OCT. 2019

DWG. No.

560-21

....... .... ... - .... .... ....- - -- - --... ... .... .... - ... ...- - - ---.... ... ... - ... - ... .... ....- - - -

.... .... .... ... - ... ...- - -- -... .... ... ... .... ... - ... .... ....- - -- -... .... .... .... .... .... ... ...- -- - -... .... ... ... ... - ... .... - ...- u~--- -... - ... .... ... .... .... ... ... ....- - -.... ... .... ... ... - ... ... .... ...- -- --... ... .... ... .... .... ... ....-- - --...- .... .... ... ... ... ... .... ...- - --- ... ... ... .... ... ... .... .... ... .... - ....- -- -... .... - .... - ... - ... .... ....--... ... - ... ... .... .... .... ....-- -- -- .... .... - ... ... .... ....- - -- -

1/2" EXPANSION JOINT, TYP. 12" 12"

~c==~REV~ISKS.---IO~NS~-=-~r----i•~;.ji--l---J:B~R>Tirc1lK~P>ILA~T1=E~AJUl___l 0> BY DATE

~t----t--------1 ~ SECTION VIEWS DETAIL 01--------------1 z ENGINEERING AND CAPITAL APPROVED BY: DATE: OCT. 2019 (0 1-------+--------1 IMPROVEMENT DEPARTMENT o CITY of ST. PETERSBURG DWG. No.-ol------+------1------=:..:....:....:.:...::...:...:....:..:.:..::.:.=:.:.:..:.:..__+--~~~~~ ~~~~~--~ 560-22

SCALE: N.T.S.

II)

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EXISTING BRICK ROADWAY SURFACE~

21'-11" TO 23'-1"7 LJ..I.. 4'T04'~· 12' TO 12'-6" 4' TO 4'-4" .. , .. I I .. .. I I .. .. I

HEADER CURB, TYP. REINSTALL EXISTING BRICK

1" SAND-SETTING BED, 100% COMPACTION

TYPE A DROP CURB, TYP. 8" BASE, SEE NOTE BELOW

SECTION A-A 12" STABILIZED SUBGRADE

EXISTING ROADWAY WIDTH

SEE DETAIL BELOW SECTION B-B

RAISED PLATEAU

HEADER CURB, TYP.

RAMP TO BE 1/4" LOWER THAN THE FINISHED ELEVATION OF THE HEADER AND DROP CURB, TYP. BOTH SIDES

RAMP UP/DOWN DETAIL

EXISTING GUTTER FLOW LINE 2' 1/2" RADIUS, TYP. BOTH SIDES OF CURB

4" ADJACENT TO THE RAISED (CENTER) PLATEAU AREA, TAPERS 4" TO O" ADJACENT TO RAMPS, TYP.

EXISTING TYPE A CURB OR GRANITE CURB, TYP.

NOTE: BASE MAY BE SHELL OR RECLAIMED CONCRETE. SHELL BASE USED ONLY IN SELECTED AREAS, WHERE DIREffiD.

MODIFIED TYPE B CURB, TYP.,

Cf MATCH EXISTING GUTTER FLOW LINE, TYP.

2%TO5%

EXISTING TYPE A OR GRANITE CURB, TYP.

MODIFIED TYPE B CURB DETAIL

CITY STANDARDS

l

3' MIN. TO STOP BAR, lYP., OR 10' MIN. TO

ALLEY OR D/W 15' MIN.

10'TAPER

6' MIN. TO SIDEWALK CURB RAMP, lYP., OR 10' MIN. TO PC/PT OF ROADWAY CURB, lYP.

6" SPACE, TYP.

TYPE A OR TYPE C CUR , CENTER LINE OF ROADWAY TYP. 12" SPACE, TYP.

12" WIDE STRIPE AT 45° TO

10'

SEE NOTE 6

ROADWAY CENTER LINE, TYP. TYPE A MEDIAN

10' MIN. TO

10'

SEE NOTE 6 (I)

"'6 (I) 0 u < :I:

O'l 3:

"O TYPE A OR TYPE C CURB, TYP.0

10' MIN. 15' MIN. ALLEY OR D/W

10' TAPER

CENTER LINE OF ROADWAYTYP. I")

I 0 <O TYPE B MEDIAN !!)-.!!!

ALLEY OR D/W

10' TAPER

10' MIN. TO 10' MIN. TO ...,·a Cl) ALLEY OR D/W

Cl 15' MIN. 0 10' TAPER 10'10'c;::::- SEE NOTE 6SEE NOTE 6~ I

0 <O

!!)-

:s.!?

Cl) Cl

"O... 0 ~~ENTER LINE OF ROAWIAY TYPE A OR TYPE C CURB, TYP."O C 0..., TYPE C MEDIAN

V)

3: NOTES:Cl)

z 1. FOR MEDIAN FILLER SEE STANDARD DETAIL-TYPICAL MEDIAN SECTION VIEWS. 2. FOR TYPE "A" OR "C" CURB, SEE STANDARD DETAIL (S20-20)-TYPE "A", "B", "C', AND "D" CURB. 3. TYPE A MEDIAN AND TYPE B MEDIAN SHALL BE USED AT INTERSECTIONS OF ROADWAYS

AND/OR ADJACENT TO MID-BLOCK DRIVEWAYS ONLY. 4. TYPE C MEDIAN SHALL BE USED AT MID-BLOCK AREAS ONLY. 5. ALL STRIPING SHALL BE THERMO PLASTIC TYPE AND YELLOW IN COLOR. 6. IF ROADWAY HAS ACCEPTABLE STRIPING ALONG THE CENTER LINE, NOTED 10' LEADER LINES

MAY BE DELETED.

OCT. 2019

560-30

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EX. ASPHALTIC CONCRETE SURFACE

c================~~t=~~. JL-~

1 ,+--

EX. ROAD BRICKEX. ROADWAY BASE EX. 1" SAND-SETTING BED, 100% COMP.EX. STABILIZED SUBGRADE

8" BASE-SHELL, SEE NOTE 1SEE TYPICAL CURB BASE DETAIL, BELOW 12" STABIUZED SUBGRADETYPICAL MEDIAN SECTION, SEE

EXISTINGROADWAYSECTION

MEDIAN TYPE A OR TYPE C CURB-----.• 61 MIN. •.------TYPE A OR TYPE C CURB

STANDARD DETAIL-TYPICAL CENTER MEDIAN SECTION VIEWS (S60-32)

TYPICAL PAVED ROADWAY SECTION

CONCRETE CURB, lYP. FOR BRICK ROADWAY

RESTORATION SEE NOTE 2, BELOW

TYPICAL BRICK ROADWAY SECTION

SAW CUT ASPHALT OR CONCRETE

EX. SURFACE 6" lYP•

CONCRETE CURS-TYPE A OR TYPE C, SEE STANDARD DETAIL-(S20-20) TYPE "A", "B", "C", AND "D" CURB STABIUZED SURGED

TYPICAL CURB BASE DETAIL

NOTES: 1. BASE MAY BE SHELL OR RECLAIMED CONCRETE. SHELL BASE USED ONLY IN SELECTED AREAS, WHERE

DIRECTED. 2. BRICK ROADWAY RESTORATION SHALL MATCH EXISTING CONDmONS OR MEET THOSE MINIMUM

REQUIREMENTS USTED ABOVE. 3. ALL SURPLUS ROADWAY BRICK SHALL BE RETURNED TO THE CITY AS SPECFIED. 4. THE CONTRACTOR SHALL ADJUST TO NEW GRADE, ALL MANHOLE RINGS AND VALVE BOXES THAT ARE

AFFECTED BY THIS WORK. 5. INSTALL 1/2" EXPANSION JOINT MATERIAL BETWEEN OUTER FACE OF PROPOSED CURB AND EDGE OF

CONCRETE PAVEMENT PANEL.

CITY STANDARDS .... c===~REV~IS~IO~NS~==J1-ii■;.,,~ii1-,---PP'AANVEE□ □KK----1D~o5iRRBB~R~Ic __sv____DATE__ ~ ROADWAY WITH CENTER5

~ -~•4iilill MEDIAN DETAILo--------z ENGINEERING AND CAPITAL APPROVED BY: DATE: OCT. 2019 co 1------1---------1 IMPROVEMENT DEPARTMENT O CITY of ST. PITTRSBURG DWG. No. "Ol-----1-----1-----------+---____;_;~~;;______.&-=-ulli~~.a::.:::...::.....__---I 560-31I SCALE: N.T.S.

OCT. 2019

560-32

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CENTER LINE, lYP.

MAINTAIN CONTINUOUS 6" REVEAL, lYP.

COMPACT TO 95%

SLOPE AT 1/4" PER FT. FROM MEDIA

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3" MULCH, HAND TAMPED

~ 24" EXCAVATION (MIN)

REMOVE ALL EXISTING ROADWAY MATERIALS IN THE MEDIAN AREA. CONSTRUCT CLEAN FILL AND

6" BASE (MIN)

TYPICAL LANDSCAPED MEDIAN SECTION

CENTER LINE, lYP.

lYPE A OR lYPE C CURB, lYP. (lYPE C CURB DEPiffiD)

MAINTAIN CONTINUOUS 5" REVEAL, lYP.

1/2" EXPANSION JOINT, lYP.

SLOPE AT 1/4" PER FT. FROM MEDIAN

REMOVE EXISTING PAVEMENT AND CONSTRUCT ADDITIONAL BASE AS REQUIRED AND COMPACT TO 95%

1-1/2" ASPHALTIC CONCRETE

611 CONCRETE, SEE NOTE 1

TYPICAL PAVED MEDIAN SECTION

REMOVE ALL EXISTING ROADWAY MATERIALS AND

CONSTRUCT ADDITIONAL BASE AS REQUIRED. IF EXISTING 1" SAND, 100% COMPACTION

BASE IS LIMEROCK, REPLACE AS PER NOTE 2, AND COMPACT TO 95% 8" BASE, SEE NOTE 2

TYPICAL BRICK MEDIAN SECTION

NOTES: 1. CONCRETE MEDIAN SHALL HAVE 2 LAYERS OF WWF 6x6-W1.4xW1.4. 2. BASE MAY BE SHELL OR RECLAIMED CONCRETE. SHELL BASE USED ONLY

IN SELEmD AREAS, WHERE DIREmD.

CITY STANDARDS

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ACCESSIBLE PARALLEL PARKING SPACE AT INTERSECTION (5) SEE BELOW

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SEE NOTE 3

20' TO 30', AS

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ACCESSIBLE PARALLEL PARKING SPACE AT ALLEY ENTRANCE (5)

NOTES: 1. DIMENSIONS FROM FACE OF CURB TO THE C/L OF PAVEMENT MARKINGS. 2. FOR SIGNAGE AND PAVEMENT MARKINGS, SEE CITY STANDARD DETAIL-MISCELLANEOUS SIGNAGE FOR ACCESSIBLE PARKING IN

PUBLIC RIGHT OF WAY (560-43). 3. ALL ACCESSIBLE SPACES MUST HAVE DISABLED SIGNAGE. 4. FOR MINIMUM DIMENSIONS SEE FDOT STANDARD INDEX FOR PAVEMENT MARKINGS. 5. ON-STREET ACCESSIBLE PARALLEL PARKING SPACES MUST BE LOCATED AT THE BEGINNING OR AT THE END OF THE BLOCK OR

ADJACENT TO ALLEY ENTRANCES, PER FL 55 553.5041(5)(d). 6. DISTANCE FROM PARKING STALL TO DRIVEWAY ON SIDE STREET OPPOSITE FROM FIRE STATION ENTRANCE SHALL BE A MINIMUM

OF 75 FEET.

CITY STANDARDS

PARKING SPACES SHALL NOT BE WITHIN THE FOLLOWING

LIMITS:

-50' TO NEAREST RAIL OF A RAILROAD CROSSING

-30' OF A SAFTEY ZONE, FLASHING SIGNAL, STOP SIGN, OR TRAFFIC CONTROL SIGNAL

POLE/MAST ARM

-20' OF A CROSSWALK AT AN INTERSECTION, AND/OR THE

DRIVEWAY ENTRANCE TO ANY FIRE STATION (6)

-15' OF FIRE HYDRANT

-10' OF A CURB PC/PT

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SEE NOTE 1---

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I • 12· .. 1.. 5• • I.. .. I12· MIN. MIN. MIN.

2 ACCESSIBLE PERPENDICULAR PARKING SPACE WITH ACCESS AISLE

FOR ROW GREATER THAN 14' FROM THE BACK OF CURB (7) ROW

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----,.----.-- ----ROW z SIDEWALK

SEE NOTE 6 _...__i:_~_...........~----....-..-_.......-~--='~.:::.:::_-_-...,,.--ACCESS SIGN, TYP.

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FOR ROW LESS THAN 14' FROM THE BACK OF CURB (7) NOTES: 1. ALL RAMPS TO BE IN ACCORDANCE WITH CITY STANDARDS, SEE STANDARD DETAIL-TYPE I, II, & III

SIDEWALK CURB RAMP AND DETECTABLE WARNING SURFACES OR FOOT INDEX 304. 2. DIMENSIONS FROM FACE OF CURB TO THE C/L OF PAVEMENT MARKINGS. 3. FOR SIGNAGE AND PAVEMENT MARKINGS, SEE CITY STANDARD DETAIL-MISCELLANEOUS SIGNAGE

FOR ACCESSIBLE PARKING IN PUBLIC RIGHT OF WAY (S60-43). 4. ALL ACCESSIBLE SPACES MUST HAVE DISABLED SIGNAGE. 5. FOR MINIMUM DIMENSIONS SEE CITY CODE 29-197, ILLUSTRATION 8, PARKING STANDARDS. 6. HAND RAIL OR OTHER PROTECTIVE DEVICE IS REQUIRED WHEN RAMP IS PARALLEL OR ABUTS

ADJOINING PEDESTRIAN PATH. 7. FOR INSTALLATIONS OF ONLY ONE PERPENDICULAR PARKING SPACE, THE ACCESS AISLE AND RAMP

SHALL BE CONSTRUCTED ON THE RIGHT SIDE (PASSENGER SIDE) OF THE SPACE, WHEN FEASIBLE.

CITY STANDARDS REVISIONS

0> BY DATE oi-------+-------1 N

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ACCESSIBLE PERPENDICULAR PARKING IN~.... PUBLIC RIGHT OF WAY DETAIL

ENGINEERING AND CAPITAL APPROVED BY: DATE: OCT. 2019 IMPROVEMENT DEPARTMENT

CITY of ST. PETERSBURG DWG. No.O-oL----L-----lL--=~::..:.:.:....:..:.:..:===---j__ _.t,~:IZ:l~~-1.~~~~~L --J 560-41 SCALE: N.T.S. i

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SEE NOTE 1, FDOT: CR 3, lYPE SHOWN

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SIDEWALK

17'-0" 14'-0"

1. 17'-0" 14'-0"

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* -DIMENSIONS @45° 17'-0" • 17'-0" •* -DIMENSIONS@ 60° 14'-0" 14'-0"


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FOR ROW GREATER THAN 14' FROM THE BACK OF CURB (7)

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5 a. E 2 ACCESSIBLE PERPENDICULAR PARKING SPACE WITH ACCESS AISLE ~ / FOR ROW LESS THAN 14' FROM THE BACK OF CURB (7)0 0 NOTES: ? 0

1. ALL RAMPS TO BE IN ACCORDANCE WITH Cl1Y STANDARDS, SEE STANDARD DETAIL-lYPE I, 2 II, & III SIDEWALK CURB RAMP AND DETECTABLE WARNING SURFACES OR FOOT INDEX 304. 0

0 2. DIMENSIONS FROM FACE OF CURB TO THE C/L OF PAVEMENT MARKINGS.a.

5 a. 3. FOR SIGNAGE AND PAVEMENT MARKINGS, SEE Cl1Y STANDARD DETAIL-MISCELLANEOUS

SIGNAGE FOR ACCESSIBLE PARKING IN PUBLIC RIGHT OF WAY (S60-43). 0 (I>

4. ALL ACCESSIBLE SPACES MUST HAVE DISABLED SIGNAGE.(I>

0 5. FOR MINIMUM DIMENSIONS SEE Cl1Y CODE 29-197, ILLUSTRATION 8, PARKINGu < STANDARDS.3- 6. HAND RAIL OR OTHER PROTECTIVE DEVICE IS REQUIRED WHEN RAMP IS PARALLEL OR(/)...

cu ABUTS ADJOINING PEDESTRIAN PATH. (I>

7. FOR INSTALLATIONS OF ONLY ONE ANGLE PARKING SPACE, THE ACCESS AISLE AND RAMP3, SHALL BE CONSTRUCTED ON THE RIGHT SIDE (PASSENGER SIDE) OF THE SPACE, WHENu FEASIBLE.

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IO I') CITY STANDARDS .-1-------------r----.-•••i~-----~----------------------------1

REVISIONS ACCESSIBLE ANGLE PARKING ~-BY--DATE_ ~ IN PUBLIC RIGHT OF WAY DETAIL > .... ~ 1--------1--------1 ENGINEERING AND CAPITAL APPROVED BY:

OCT. 2019c.o 1--------1--------1 IMPROVEMENT DEPARTMENT DATE: O CITY of ST. PETERSBURG DWG. No. "Ol--------+-----+--------------4----:::..:...,.i~IICl:....::.=;._,l....,=..:=;;.~::..:..:::=L.-----I 560-42~ SCALE: N.T.S.

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PARALLEL PARKING

ANGLE PARKING

PERPENDICULAR PARKING

NOTES: 1. ALL UNES TO BE 6" IN WIDTH 2. BLUE PAVEMENT MARKINGS SHALL BE TINTED

TO MATCH SHADE 15180 OF THE FEDERAL STANDARDS 595a.

3. 3-6" WHITE CHEVRONS EQUALLY SPACED WITH WHITE BORDER FOR ACCESS AISLE.

PAVEMENT MARKINGS

2'-6"I.. .. I i:n {•----11 ,. 4" E/W --' 1,.4" E/W

OPTIONAL PAVEMENT MARKINGS

USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES IS OPTIONAL. WHEN USED, THE SYMBOL SHALL BE 5' OR 3' HIGH, AND WHITE IN COLOR.

UNIVERSAL SYMBOL OF ACCESSIBILITY

CITY

12" ABUT SIGNS

PARKING BY DISABLED

PERMIT ONLY

BLANK SIZE: l'xl'-6" RADII: 1-1/2" BORDER: 3/8", INSET 3/8" TEXT: 1-1/4, SERIES "C" COLOR: TOP-BLUE, BOTTOM-WHITE, BACKGROUND-BLACK LOGO AND BORDER-WHITE POST: GALVANIZED CHANNEL

ACCESSIBLE SIGN

BLANK SIZE: 1'x6" RADII: 1-1/2" BORDER: 3/8", INSET 3/8" $250 FONT: ARIAL BLACK REG.@ 1.75 FINE FONT: HIGHWAY "E"@ 1.25 WHITE BACKGROUND WITH BLACK FONT AND BORDER

FINE AMOUNT SIGN

STANDARD SIGNAGE

BLANK SIZE: 1'x6" RADII: 1-1/2" BORDER: 3/8", INSET 3/8" FONT: SERIES "C" @ 2-1/4" BLUE BACKGROUND WITH WHITE FONT AND BORDER

BLANK SIZE: 1'x6" RADII: 1-1/2" BORDER: 3/8", INSET 3/8" FONT: SERIES "C"@ 1" WHITE BACKGROUND WITH RED FONT AND BORDER

TIME UMIT SIGN

TOW AWAY ZONE SIGN

SUPPLEMENTAL SIGNAGE

STANDARDS

FINISH ED GRADE

-ti b M

SIGN POST

12"

12"

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- 12" -

• TOW AWAY i::o ,, ZONE

L---R-EV-IS-IO-NS-------r-----~-:.-..- .---r------M-IS_C_E_L_LA_N E_O_U_S_S_IG_N_A_G_E___---1

560-43

_

O> BY DATE ~ FOR ACCESSIBLE PARKING IN ~----- ~ •4iiilll PUBLIC RIGHT OF WAY DETAIL ~ 1------+-------t z «> 1------..,...._____



o CITY of ST. PETERSBURG DWG. No. "OL-----1------1------------+----lir!::.L...:;'J'--.::!3....::.=.....L..==~=~,____--t

SCALE: N.T.S. i

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