Attachment C-3.pdf

REFERENCES

NATIONAL DOCUMENTS

REVISED DRAFT GUIDELINES FOR

ACCESSIBLE PUBLIC

RIGHTS-OF-WAY NOVElvlBER, 2005.

lvlUTCD 2009

SCOOT DOCUMENTS

SCDOT TRANSITION PLAN

QPL 61

RELATED DRAWINGS & KEYWORDS

THIS DRAWING IS ONLY VALID FOR

CONSTRUCTION WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF SOUTH CAROLINA.

CHECK WWW.SCDOT.ORG FOR

LA TEST UPDATE.

0 1/16 DSO NEW DRAWING

# DATE CHK DESCRIPTION

SOUTH CAROLINA DEPARTlllEHT OF TRANSPORTATIOl•I

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

PEDESTRIAN RAMP

AT INTERSECTING

STREET WITH

SHOULDER SECTION

(PARALLEL RAMP)

720-969-11

EFFECTIVE LETTING DA TE JANUARY 2016

EDGE OF

PAVEMENT

TRANSITION

. '.cl

SECTION

SCALE: 1 /4" = 1'-0"

ELEVATION

DETECT ABU?

Vi/.1~Rl"1l!\IG rv! I T[Rll1.l_ l /'-il" -- ·---··--·-·---.:: _____ _

DETAIL

SCALE: 1/4" = 1'-0"

PLAN VIEW

DETECTABLE WARNING MA TERI AL

TOP OF SIDEWALK

EXPAl\JSIOl\J J01rn

/"' x

~GRASS

I STRI!·'

I f

> NOllES:

DETAIL

1.

2.

3 .

4.

ISOMETRIC VIEW

SEE STANDARD DRAWINGS 720-901-XX FOR GENERAL NOTES

AND 720-901-03 FOR SYMBOLS.

SEE STANDARD DRAWINGS 720-91X-XX FOR INSTALLATION

PROCEDURES FOR DETECTABLE WARNING MATERIALS.

SEE STANDARD DRAWINGS 720-929-XX FOR VARIANTS TO THIS

STANDARD.

MINIMIZE THE USE OF RAMP PARTITION SINCE WATER SHOULD

FLOW TOWARD DITCH.

SEE 720-901-03 FOR SYMBOLS

NAnONAL DOCUMENTS

REVI SED DRAFT GUIDELINES FOR

ACCESSIBLE PUBLIC

RIGHTS-OF-WAY NOVEMBER, 2005

MUTCD 2009

SCOOT DOCUMENTS

SCOOT TRANSITION PLAN

QPL 61

RELATED DRAWINGS & KEYWORDS

720-929-02

THIS DRAWING IS ONLY VALID FOR

CONSTRUCTION WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF SOUTH CAROLINA.

CHECK WWW.SCDOT.ORG FOR

LA TEST UPDATE.

3 ---

1 10/14 JMG

0 1/13 DSO

# DATE CHK

ELEV. TO DETAIL 1

REMOVED PAY ITEMS

NEW DRAWING

DESCRIPnON

720-971-24 EFFECTIVE LETliNG DATE FEBRUARY, 2015

PAY LI MITS (PEDESTRIAN RAMP CONSTRUCTION)

6" l-: __ 4'_- o_"_-----.J

___ s·_- _o" ____ .,*I •~L.~sE=;:;E'=;-;T:..:_:A~BL;=-E~: I l ,._ .. . 720- 971- 24

RAMP PAR TI TION

(IF NEEDED)

1-------

I in

' V --¥ --¥ w w w I

--¥ w --¥ --¥ --¥ --¥ (o

--¥ --¥ w w --¥ --¥ t-

--¥ w --¥ --¥ w w I

"r0

--¥ --¥ w --¥ --¥ --¥ 1\

--¥ w --¥ --¥ w --¥

~~ __ j L_ __ ~~~~~--~~~

6"

RAMP PARTITI ON

(IF NEEDED)

5' - o"

DETAIL

SCALE: 1/4" = 1'- 0"

PLAN

SECTION

SCALE: 1/4" = 1'-0"

FRONT ELEVAnON

DRAIN AGE STRUCTURE

(AS NEEDED)

HIGH SIDE OF

ROAD SLOPE

ROAD SLOPE. S

~ (DOWN 1% SHOWN)

PLACE DETECTABLE WARNING IN LINE AND

FLUSH WITH BACK OF "DROPPED CURB".

SECTION

SCALE: 1 /2" = 1' -0"

SIDE ELEVA noN

WI DTH OF GRASS AREA

> 3' - o" TO 6' -o"

CURB &

GU TTER

TOP OF

ROADWA'l

NOTES:

1.

2.

3.

4.

5.

SEE STANDARD DRAWINGS 720-901 - XX FOR GENERAL NOTES.

SEE STANDARD DRAWINGS 720-91X- XX FOR INSTALLAnON PROCEDURES FOR DETECTABLE

WARNING SURFACE MATERIALS.

SEE STANDARD DRAWINGS 720-929- XX FOR VARIANTS TO THIS STANDARD.

THE VALUES LISTED IN TABLE 720-971 -24 ARE BASED ON A RAMP WITH A 3" DROP DUE

TO THE USE OF A COMBINED RAMP.

CONSTRUCT RAMP PARnnoN AT ALL LOCAnONS WHERE ROADWAY DRAINAGE COULD DISCHARGE ONTO ADJACENT PROPERTY. CONSTRUCT RAMP PARnnoN IF NEEDED TO RETAIN EXISnNG GROUND ELEVAnON ON ADJACENT PROPERTY.

TABLE: 720- 971 - 24 (SEE 720-929-01, X= 5')

ROAD SLOPE, S (%) ELEVATION, [IN] L, [FT]

s :S; 3%

3% < s s 5% s > 5%

[B- A] :S; 7K'

[B- A] :S; 12"

[B- A] > 15"

4'-0" 5' - 0"

TOP OF RAM P

SECTION

SCALE: 1/4" = 1'-0"

SIDEWALK CROSS SECnON

5'-0"

1o'- o"

15'- o"

DETAIL

ISOMETRIC VIEW

k.

k. k.

k. k. k.

k. k.

k.

DRAINAGE

STRUCTURE

(AS NEEDED)

i k.

k.

DETAIL

PAY LIMITS (PEDESTRIAN RAMP CONSTRUCTION )

RAMP PARTITION

( IF NEEDED)

DETAIL

SCALE: 1/8" = 1'-0"

PLAN

DETAIL

ISOMETRIC VIEW

SEE 720-901-03 FOR SYMBOLS

ALTERNATE FLATTENED COMBINED RAMP

SEE 720-901-03 FOR SYMBOLS

NOTES:

1. SEE STANDARD DRAWINGS 720-901-XX FOR GENERAL NOTES.

2. SEE STANDARD DRAWINGS 720-91X-XX FOR INSTALLATION PROCEDURES FOR DETECTABLE

WARNING SURFACE MATERIALS.

3. SEE STANDARD DRAWINGS 720-929-XX FOR VARIANTS TO THIS STANDARD.

4. IF ONLY ONE CROSSWALK IS CONNECTED, USE A SINGLE RAMP VARIANT SIMILAR TO THOSE

SHOWN ON STANDARD DRAWING 720-929-02.

5. THE VALUES LISTED IN TABLE 720-973-25 ARE BASED ON A RAMP WITH A 3" DROP DUE

TO THE USE OF A COMBINED RAMP.

6. CONSTRUCT RAMP PARTITION AT ALL LOCATIONS WHERE ROADWAY DRAINAGE COULD

DISCHARGE ONTO ADJACENT PROPERTY. CONSTRUCT RAMP PARTITION IF NEEDED TO RETAIN

EXISTING GROUND ELEVATION ON ADJACENT PROPERTY.

RAMP PARTITION

(IF NEEDED)

PLACE DETECTABLE WARNING IN LINE AND

FLUSH WITH BACK OF "DROPPED CURB".

6" 5'-o" WIDTH OF GRASS AREA CURB &

6"

ROAD A SLOPE,

s (%) s ~3%

3% > s s: 5% s > 5%

LANDING

RAMP PARTITION

(IF NEEDED)

5'-0"

LAN DING

SECTION

SCALE: 3/8" = 1'-0"

ELEVATION AT RAMP

> 3'-0" TO 6'-0"

WIDTH OF GRASS AREA

> 3'-o" TO 6'-o"

SECTION

SCALE: 3/8" = 1'-0"

ELEVATION BETWEEN RAMPS

TABLE: 720-973-25 {SEE 720-929-01, X=5')

ELEVATION

L(A), [FT)

ROAD B SLOPE, ELEVATION

(ROAD A), [IN] s (%) (ROAD B), [IN]

[B-A] ~ 7~f 5'-o" s ~3% [B-A] s: 77f

[B-A] s: 12" ('' 10'-o") (# s'-o") 3% > s s: 5% [B-A] s: 12"

[B-A] > 15" (" 15'-o") (# 5'-o") s >5% [B-A) > 15"

GUTTER

*TOP OF 3" HIGH CURB

TOP OF ROADWAY

L(B), [FT]

5'-o"

("' 10'-0") (# 5'-0")

(" 15'-o") (# 5'-o")

" USE IF ROADWAY SLOPES UP FROM INTERSECTION. # USE IF ROADWAY SLOPES AWAY FROM INTERSECTION.

# USE IF ROADWAY SLOPES AWAY FROM INTERSECTION.

* NOTE THAT IF DRAINAGE STRUCTURE IS LOCATED IN ALTERNATE POSITION, SELECT CURB INDEPENDENT OF DRAINAGE (TRENCH DRAIN, DROP INLET) OR USE 6" HIGH CURB AND EXTEND RAMPS AS NEEDED TO MAINTAIN A 12:1 MAX SLOPE.

REFERENCES

NATIONAL DOCUMENTS

REVISED DRAFT GUIDELINES FOR

ACCESSIBLE PUBLIC

RIGHTS-OF-WAY NOVEMBER, 2005

MUTCD 2009

SCOOT DOCUMENTS

SCOOT TRANSITION PLAN

QPL 61

RELATED DRAWINGS & KEYWORDS

720-929-02

THIS DRAWING IS ONLY VALID FOR

CONSTRUCTION WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF SOUTH CAROLINA.

CHECK WWW.SCDOT.ORG FOR

LATEST UPDATE.

1 10/14 JMG REMOVED PAY ITEMS

0 1/13 DSO NEW DRAWING

# DATE CHK DESCRIPTION

SOUTH CAROLINA DEPARTMENT OF TRANSPOR TATION

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

PEDESTRIAN RAMP

3'-o" TO 6'-0"

GRASS STRIP

(COMBINED RAMP)

< 20' -0" CURB RADIUS

720-973-25

EFFECTIVE LETTING DA T£ FEBRUARY. 2015

NATIONAL DOCUMENTS

REVISED DRAFT GUIDELINES FOR

ACCESSIBLE PUBLIC

RIGHTS-OF-WAY NOVEMBER, 2005

MUTCD 2009

SCOOT DOCUMENTS

SCOOT TRANSITION PLAN

QPL 61

RELATED DRAWINGS & KEYWORDS

720-929-02

THIS DRAWING IS ONLY VALID FOR

CONSTRUCTION WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF SOUTH CAROLINA.

CHECK WWW.SCDOT.ORG FOR

LATEST UPDATE.

1 10/14 JMG REMOVED PAY ITEMS

0 1/13 DSO NEW DRAWING

# DATE CHK DESCRIPTION

SOUTH CAROLINA DEPARTMENT OF TRANSPORTAnON

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

PEDESTRIAN RAMP

6' -0" OR LARGER

GRASS STRIP

(PERPENDICULAR RAMP)

720-981-36

EFFECTIVE LETTING DATE FEBRUARY, 2015

CONTRACTION

JOINT

5'-o"

TOP OF SIDEWALK

SECTION

SCALE: 1/4" = 1'-0"

ELEVATION VIEW

5'-Q"

SIDEWALK

~ I

CONTRACTION

JOINT

I ln

PLACE DETECTABLE WARNING IN LINE AND

FLUSH WITH BACK OF "DROPPED CURB".

WIDTH OF GRASS AREA >= 6 '-0"

SECTION

SCALE: 1/2" = 1'-0"

SIDE ELEVATION

CURB &

GUTTER

NOTES:

1. SEE STANDARD DRAWINGS 720-901-XX FOR GENERAL NOTES.

2. SEE STANDARD DRAWINGS 720-91X-XX FOR INSTALLATION PROCEDURES FOR DETECTABLE

WARNING SURFACE MATERIALS.

3. SEE STANDARD DRAWINGS 720-929-XX FOR VARIANTS TO THIS STANDARD.

DETAIL

ISOMETRIC VIEW

i·.

NATIONAL DOCUMENTS

REVISED DRAFT GUIDELINES FOR

ACCESSIBLE PUBLIC

RIGHTS-OF-WAY NOVEMBER , 2005

MUTCD 2009

SCOOT DOCUMENTS

RELATED DRAWINGS & KEYWORDS

THIS DRAWING IS ONLY VALID FOR

CONSTRUCTION WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF SOUTH CAROLINA.

CHECK WWW.SCDOT.ORG FOR

LA TEST UPDATE.

10/1 4 JMG DIMENSION DETAIL 1

REMOVED PAY ITEMS

0 1/13 DSO NEW DRAWING

# DATE CHK DESCRIPTION

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

PEDESTRIAN RAMPS

AT CURB EXTENSIONS

BOTH ROADS DOWNHILL

OR FLATTER THAN 1%

720-9 9 3-31 EFFECTl~ LETTlNG DATE FEBRUARY. 2015

OUTSIDE EDGE

OF GUTTER

{f) w Q..

....J (J)

0:::

-CROSSWALK

AR EA

FULL WIDTH

OF PARKING

STALL

UPHILL DRAINAGE

STR UCTURE (REQUIRED

IF UPHILL OF RAMP)

mm!PREFERRED LOCA TI ON OF

~PUSH BU TTON CON TROL

t;....l::l....l:l.-=-.o....J:.:l....l:l.....o.J

THIS TYPE CURB EXTENSION CAN ONLY BE USED IF

THE SLOPE OF ROAD A & ROAD B IS LESS THAN OR

EQUAL TO 1%. SEE 720- 993-32 WHEN EITHER ROAD

SLOPE IS GREATER THAN 1%.

\_SEE NOTE NO. 5

NOTES:

1. SEE STANDARD DRAWING 720-901-XX FOR GENERAL NOTES.

2. SEE STANDARD DRAWINGS 720- 91X-XX FOR INSTALLATION PROCEDURES FOR DETECTABLE WARNING

SURFACE MATERIALS.

3. PROVIDE MINIMUM 5' WIDE RAMPS AND LANDINGS THROUGH CURB EXTENSIONS.

4. WHERE SPECIFIED IN THE PLANS OR SPECIAL PROVISIONS, INCREASE RAMP WIDTH FOR

HIGHER VOLUME PEDESTRIAN AREAS. KEEP ENTIRE WIDTH OF RAMP WITHIN CROSSWALK PAVEMENT

MARKINGS.

5. WHERE PRACTICAL, ALIGN OF RAMPS WITH MAIN FLOW OF PEDESTRIAN TRAVEL THROUGH SIDEWALK.

6. LOCATE GUTTER ON CURB EXTENSION WITHIN THE DESIGNED OFFSET LIMITS OF ON STREET PARKING SPACES SO THAT THE GUTTER DOES NOT ENCROACH ON EDGE OF TRAVEL OR EDGE OF BIKE PATH (IF PRESENT). SEE PLANS OR SPECIAL PROVISIONS FOR WIDTH OF CURB EXTENSIONS AND WIDTH OF

ON STREET PARKING.

DETAIL

ISOMETRIC VIEW

SEE 720- 901 - 03 FOR SYMBOLS

UPHI LL DRAINAGE

STRUCTURE (REQUIRED

IF UPHILL OF RAMP)

EDGE OF CROSSWALK ~ ROAD B SLOPE, S

DETAIL

SCALE: 1 /8" = 1' -0"

PLAN

·I

OUTSIDE EDGE

OF GUTTER

FACE

(f) w· 0..

_J (f) a:::

OF CURB---+....,

GRASSED AREA.

FULL WI DTH

OF PARKING

STALL

USE DETAIL 3 WHEN

4' MIN. CANNOT BE

PR OVIDED ----'

DRAINAGE

STRUCTURE

(AS NEEDED)

1-z 0 ...., I

~PREFERRED LOCATION OF

~ PUSH BU TTON CONTROL

o.....<....>...L...>..."--"--<

RAMP PARTITION

(IF NEEDED)

DRAIN AGE

STRU CTURE

(AS NEEDED)

SEE SCOOT ARM S MANU AL FOR GU IDANCE ON LOCATING PARKIN G SP ACES

DETAIL

SCALE: 1/8" = 1'-0"

PLAN

TABLE: 720-993-32 (SEE 720-929-01 , X=1 0')

ROAD A SLOPE, ELEVATION

L(A), [FT] (IF UPHILL)

ROAD B SLOPE, ELEVATION

s (7.) (ROAD A), [IN] s (7.) (ROAD B), [IN] s s 17. [B-A] :s; 6 1~5" ("' 7'-0") (# 7-0") S S17. [B-A] :s; 61~5"

17. > s $ 37. [8-A] :s; 9%" (" 10'-0") (# 7-0") 17. > S S 37. [8-A] :s; 9%" s > 37. [B-A] > 11%" ("' 15'-o") (# 7'-o") s > 37. [B-A] > 11%"

" USE IF ROADWAY SLOPES UP FROM INTERSECTION.

# USE IF ROADWAY SLOPES AWAY FROM INTERSECTION.

<E- ROAD B SLOPE, S

L(B), [FT] (IF UPHILL)

(" 7'-0") (# 7-0")

(" 10'-o") (# 7-o")

("' 15'-o") (# 7'-o")

NOTES:

1. SEE STANDARD DRAWING 720-901-XX FOR GENERAL NOTES.

2. SEE STANDARD DRAWINGS 720-91X-XX FOR INSTALLATION PROCEDURES FOR DETECTABLE WARNING

SURFACE MATERIALS.

3. PROVIDE MINIMUM 5' WIDE RAMPS AND LANDINGS THROUGH CURB EXTENSIONS.

4. WHERE SPECIFIED IN THE PLANS OR SPECIAL PROVISIONS, INCREASE LANDING WIDTH FOR HIGHER VOLUME PEDESTRIAN AREAS. KEEP ENTIRE WIDTH OF RAMP WITHIN CROSSWALK PAVEMENT

MARKINGS.

5. WHERE PRACTICAL, ALIGN OF RAMPS WITH MAIN FLOW OF PEDESTRIAN TRAVEL THROUGH SIDEWALK.

6. LOCATE GUTTER ON CURB EXTENSION WITHIN THE DESIGNED OFFSET LIMITS OF ON STREET PARKING SPACES SO THAT THE GUTTER DOES NOT ENCROACH ON EDGE OF TRAVEL OR EDGE OF BIKE PATH (IF PRESENT). SEE PLANS OR SPECIAL PROVISIONS FOR WIDTH OF CURB EXTENSIONS AND WIDTH OF

ON STREET PARKING.

7. CONSTRUCT RAMP PARTITION AT ALL LOCATIONS WHERE ROADWAY DRAINAGE COULD

DISCHARGE ONTO ADJACENT PROPERTY. CONSTRUCT RAMP PARTITION IF NEEDED TO RETAIN

EXISTING GROUND ELEVATION ON ADJACENT PROPERTY.

DETAIL

ISOMETRIC VIEW

SEE 720-901 - 03 FOR SYMBOLS

FACE

OF CURB------t"~

CROSSWALK -~: >' A

----AREA

CR OSSWALK

AREA

DETAIL

SCALE: 1 /8" = 1' - 0"

PLAN

RAM P PARTITI ON

(IF NEEDED)

REFERENCES

NATIONAL DOCUMENTS

REVI SED DRAFT GUIDELINES FOR

ACCESSIBLE PUBLIC

RIGHTS-OF-WAY NOVEMBER, 2005

MUTCD 2009

SCOOT DOCUMENTS

SCOOT TRANSITION PLAN

QPL 61

SCOOT ARMS MANUAL

RELATED DRAWINGS & KEYWORDS

THIS DRAWING IS ONLY VALID FOR

CONSTRUCTION WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF SOUTH CAROLINA.

CHECK WWW.SCDOT.ORG FOR

LA TEST UPDATE.

1-hl11/4s~!(d~ I z II 0 /2 0 I Lf

.' DATE

11 / 14 JMG REMOVED PAY ITEMS

DETAIL 3, DETAIL 1

0 1/ 13 DSO NEW DRAWING

# DATE CHK DESCRIPTION

SOUTH CAROLINA DEPARTMENT OF TRANSPORT A Tl ON

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

PEDESTRIAN RAMPS

AT CURB EXTENSION

EITHER ROAD

EXCEEDS 1% UPHILL

GRADE

720-993- 3 2

EFFEC11VE LET11NG DATE FEBRUARY, 2015