SW3181201_Plansheet C501 - Misc. Detail_20220407

EXISTING ASPHALT
2" S9.5B SUPERPAVE SURFACE COURSE. FOR STD.
FLUSH CURB
A)
PVMT TO REMAIN
WIDTH VARIES,
DUTY SURFACE COURSE. SEE NOTE 3 FOR HEAVY
6° SEE SITE PLAN g'
FINISH GRADE DUTY SURFACE COURSE/BINDER SECTION.
TACK COAT
ACCESSIBLE PARKING
SIGN CENTERED
SPACE, (TYP.)
Q
RESERVED RESERVED
PARKING 1 PARKING PARKING
HAND TROWEL SCORE JOINT-
NOTES - - - - -
n n I
MUTCD DISABLED MUTCD MUTCD
1/4"X3/4" DEEP SEE SITE PLAN FOR
1. SEE SPECIFICATIONS FOR OTHER =III=IIII lll=l�l=ll
ITI=III
SIDEWALK
R PASSENGER R7-1 R
SCORE JOINT SPACING
Tlii
REQUIREMENTS. ii=T
to SLOPE
SLOPE SLOPE
SLOPE
"xl
12"x 18 12' x 18
LOADING 12"x18" "x18
MEDIUM BROOM FINISH
2. SPRAY HERBICIDE TO KILL ALL 1-III
VEGETATION PRIOR TO APPLYING OVERLAY. II
►
N
ONLY
PERPENDICULAR TO TRAFFIC FLOW
3. HEAVY DUTY PAVEMENT AREAS INDICATED =III-III-1Ti-III-ITI. =11I-I1 III-ITI_ITI-III-III-III-IiI=ITi=111 ITI
TO RECEIVE A NEW SURFACE/BINDER - - -
COURSE ON THE EXISTING BASE COURSE RE -COMPACT EXISTING
COMPACTED ABC IF
CURB AND GUTTER
o o
TAPER CURB AND WALK
MAXIMUM R7-8D MAXIMUM R7-8D
PENALTY 9 >, PENALTY " „
12
SHALL USE 2j" OF 1-19.06 INTERMEDIATE EXISTING SUBGRADE
COURSE AND 1j" OF SF9.5A SURFACE NECESSARY TO MEET
Q DOWN TO GUTTER GRADE
S 250 xS 250 12 x9
N z
SPECIFICATIONS.
COURSE.
CONCRETE WHEEL STOP,
VAN R7-8e
w g
4. ASPHALT MIX SHALL NOT CONTAIN MORE
00 SEE DETAIL
ACCESSIBLE 12 x6"
Q
>
THAN 30% RECYCLED ASPHALT PRODUCT
(RAP).
4' WIDE WHITE PAINTED
ACCESSIBLE SIGNAGE
Lz
N
STRIPES ©45° ANGLE
9 Ld
ASPHALT OVERLAY PVMT SECTION
EQUAL SPACES, 5' O.C. SIGNAGE
O
PROVIDE COMPACTED
BEVELED EDGE S9.5B SUPERPAVE ASPHALT
„
4 WIDE WHITE
ACCESSIBLE ROUTE
SURFACE COURSE
PAINTED LINE
��
(SEE NOTE #3)
FINISH GRADE
' '
88 PLAN
PLAN
PROVIDE " BIT. EXPANSION JOINT @ 30' O.C.
5', (8' WIDE FOR
GREEN
WITH JOINT SEALER AS SPECIFIED-1/2" THICK,
42::"
VAN ACCESSIBLE) FINISH GRADE
�" BELOW FLUSH ON �" THICK EXPANSION
PLACE EXP. JOINT SHOWN ON
2 ':IITI- 6"
rrI
1 I
1 " 6" WIDTH VARIES, SEE PLAN
WHITE
BACKGROUND
PLAN WHERE NEW POUR ISJOINT.
> CONTIGUOUSERE
ANY STRUCTURE, AND AT 30' O.C. MAX.
=-=-11=1 =1=1=1==1=1=1=1=1 1= _ _ 11=_-
_ _ _ _
CARRY BASE COURSE 12' 'Ili =III=III=III =1I1-IIIIIIIT=ITI=III- 1=, ,_, IIII"
BEYOND SURFACE COURSE COMPACTED ABC
PAVEMENT U g' g'
SLOPE III III
RESER�Eo
R7-8 OR PARKING
BLUE
g' 8' U 5' 8' R7-8a
��
MEDIUM BROOM FINISH
" PERPENDICULAR TO
1/4" X 3/4 TOOLED JOINT
TRAFFIC FLOW
12'
AT LOCATIONS WITHOUT (TYPE A)
CURB AND GUTTER COMPACTED SUBGRADE
2y
^ d o
d °°d VAN
_d ACCESSIBLE
12"x18" SIGN
WHITE
R7-8D SYMBOL
MAXIMUM
WITH RADIUS EDGES.
95% STD. PROCTOR
d ° d, d -, -Iili =i 11=1 SPACE
GS 20-37.6 P$"250Y
.....,,. .,......,,.,..,......,..,............,,,,..,..,.....,.... �..,.,..,..,...,........,....,.,.,....._.........,_,.,_
""""' a V,_�.. ° d..,.•,..-.••..,a.•,Q..,•°•°a..,d
d ° ° ° ° ° °
°_ -_ - -
II -III=III II -III III,=III -III-III,,,III-III=III IIITIII-III IIIIi 111-_III=
-III III III -
STANDARD DUTY PVMT SECTION
PROVIDE COMPACTED S9.5B SUPERPAVE ASPHALT
BEVELED EDGE
SURFACE COURSE
FINISH GRADE
_ 4 THICK
= _ =111- ITI-III - I- CONCRETE WALK
- -III- ONE OUT OF
SPACE, BUT NOT
TAPERED CURB
SEALED EXPANSION REQUIRED TO
JOINT
ACCESSIBLE RAMP SECTION A -A
9"x12" SIGN AN
EVERY SIX (6) ACCESSIBLE ,> �� ACCRS916LE �
LESS THAN ONE, IS R7-8e 6 x12
BE VAN ACCESSIBLE SIGN AT VAN �
ACCESSIBLE 0
SPACES ONLY
III -III III=1 I1= - III I I -III _ 1 1 1
I-19.00 SUPERPAVE ASPHALT
PARKING SPACE PAVEMENT MARKINGS �� w
INTERMEDIATE COURSE
NOTES
2 LB/FT. GALV. U N
SECTION
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12.
CHANNEL DRIVEN
FINISH
3,600 PSI FIBER-
REINFORCED CONCRETE
1,
i iTIITI=ITI1Tl1
Ti=TI=III
2
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING
2'-6" MIN. INTO
COMPACTED EARTH GRADE
COMPACTED SUBGRADE
2
SIDEWALK CONTRACTOR TO
ASTM STD. PROCTOR
1 - 8"
�1
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND FEDERAL ADA STANDARDS.
BACKFILL ALL SIDEWALKS
WITH SUITABLE SOIL
- - - -
II1=1i _ _ _ _ _ i-Ti-lli-1 1-Ili. 1�1Ti-I1, .Ti-ITI_II�-Ili-Ti-ili-���II1=Ti-ITII��-
CARRY BASE COURSE 12"
COMPACTED ABC
5. ALL 12"x18" ACCESSIBLE SIGNS (R7-8a AND R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED
- l
BEYOND SURFACE COURSE 12°°
AT LOCATIONS WITHOUT (TYPE A)
IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO
N
COMPACTED SUBGRADE
CURB AND GUTTER
USE.
Li
95% STD. PROCTOR
6. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT OF
HEAVY DUTY PVMT SECTION
TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
ACCESSIBLE SIGNAGE ELEVATION
7. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE CURB AND GUTTER.
Sidewalk- Detail
As halt Pavement Detail
Accessible Parkin Si na a/Stri in Detail.T.S.
ONoncrete
3
N,T,9.
N,T.S,
" RADIUS" RADIUS
2'-6"
(MIN.)'-0"
6" 1'-0" 6" 1
a RADIUS 8 RADIUS a RADIUS' RADIUS
CAST IRON BODY WITH
BRONZE PLUG
^
N N ^
° ; °
CLEANOUT TO BE
FLUSH WITH GRADE
FINISHED GRADE
d d �� ,�,, d d ^
CO d d
o
O
1'-6" 1'-6" �,
DD
COMPACTED EARTH
RAMP8.33%
d
°
BACKFILL
CRUSHED PE
STANDARD CURB AND GUTTER "SPILL" CURB AND GUTTER
TO BE USED WHEN ASPHALT
SLOPES AWAY FROM GUTTER
=III-III-III-111-III-III-I
---I
4" PVC RISER
-III-III-III-III- I'
- I'
12"X12"X8" CONCRETE
_ _
-I III IT ADJUSTABLE CAST
° - - -III IRON VALVE BOX
- o
CONC.
2' CURB TAPER EACH
a SIDE (TYPICAL)
"
PAD FLUSH TO GRADE
GRAVEL OR I 6 GATE
GRASS
RADIUS
„ , „ JOINT SEALER-
6 2 -0 1/8'$
ALL PIPE BENDS AND
CONNECTIONS SHALL
(3000 PSI MIN.)
WASHED STONE i� VALVE
III-
CONC. SUPPORT PAD I
EXISTING CURB
AND GUTTER
Xv
1„ RADIUS, RECESSED J" TYP.
d RADIUS g RADIUS (TYP.) SURFACE
BE 45° MAX.
SEE DRAINAGE OR
UTILITY PLAN FOR PIPE
- I
AND THRUST BLOCK k
s '
OF GUTTER
SIZE AND MATERIAL
UNDISTURBED EARTH d IIII
N
° N
a ° d d ° d d �� JOINT FILLER
°
CLEANOUT IN PAVED AREAS
- - -
II I -I -I 1 j 1
Q
2'
FLUSH
d
2'- 6
2 j" GALVANIZED RODS WITH
SECTION, SEE RAMP PLAN
PLAN FOR WIDTH
WHEN CLEANOUT OCCURS
PVC BODY WITH
GALVANIZED NUTS OR TYLER TEE CONNECTION
STANDARD 2'-6" CURB AND GUTTER TRANSVERSE EXPANSION JOINT
IN LANDSCAPE BEDS,
CI NC. RING IS TO BE
BRONZE PLUG
LONG SWIVEL ADAPTER OR TO WATER MAIN
OMITTED AND TOP OF
EQUAL CONC. THRUST
FULL HEIGHT CURB BEYOND
18" RADIUS 25" RADIUS
6 "
FINISH GRADE 4" CRUSHED CONCRETE. SLOPE TO
DRAIN (SEE GRADING PLAN)
CLEANOUT`SETvFLUSH TO
FINISH GRADE
RECESSED 1" BELOW
TOP OF CONC. RING
PRE -CAST CONC.
CLEANOUT RING
SET FINISH GRADE 1"
ABOVE LIP OF RING AS
BLOCK
UNDISTURBED
EARTH
SEALED EXPANSION JOINTS
6 MAX. SLOPE 1:1BROOM RAMP,
1.5% SLOPE
SHOWN
�
- - - - - - - - - - - - -
�
-III-II
4"
III -III -III -II - -
-' - -III-III-III-III
11I-
lll
1,
I I -III-III-III-1
= = = = =-''
II-III-=III=1
IIII
`° - - -III= 5" THICK, 3,600 PSI
I=III=1il="'-
I=III=i1l=i1l=i1
� 2'-O"
1L lllilll
II�
- -- � I
III
NOTES:
= FIBER- REINFORCED
_ I= =111111,,IIII,,111111
- - -
ll I
IIIII
1
CONCRETE RAMP
2'-0" VALLEY GUTTER
4" PVC RISER -11I
II
1. ON ROADS WITH CURB AND GUTTER, INSTALL HYDRANT
DROPPED CURB ACCESSIBLE RAMP SECTION A -A
2 FROM BACK OF CURB; ON ROADS WITHOUT CURB
SECTION FLUSH
NOTES
MIRAFI 50OX
ALL PIPE BENDS AND
SEE DRAINAGE OR
AND GUTTER, INSTALL HYDRANT 6' FROM EDGE OF
WITH ASPHALT
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, A
CONNECTIONS SHALL
UTILITY PLAN FOR PIPE
PAVEMENT.
15-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE
COMPACTED SUBGRADE
BE 45° MAX.
SIZE AND MATERIAL
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
95% STD. PROCTOR
2. 4" OUTLET TO BE TURNED FACING ROADWAY.
NOTES
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12.
OTHER APPROVED METHODS WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
SECTION
CLEANOUT IN GRASSED AREAS
3. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED
MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
EARTH, SEE DETAIL FOR MINIMUM DIMENSIONS.
THROUGH THE RAMP AREA.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO
NOTES
3. S
THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE
THE S
ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING
1. AGGREGATE BASE COURSE MATERIALS
4. FIRE HYDRANT TO BE MUELLER CENTURIN II OR
NE OF THE CURB AND GUTTER.
FLO4.
SIDEWALK.
AND PLACEMENT SHALL BE IN
APPROVED EQUAL.
COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND
4. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO
ACCORDANCE WITH NCDOT SPECIFICATIONS
SECTION 5.20 AND 1010.
„
NOTE: ENGRAVE SS„ IN SANITARY SEWER PLUG AND
FEDERAL ADA STANDARDS.
5. TRUNCATED DOMES ARE ONLY REQUIRED ON RAMPS WITHIN
100% STANDARD PROCTOR DENSITY.
ENGRAVE "SD" IN STORM DRAIN
PLUG.
THE ROAD RIGHT OF WAY.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE
RAMPS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
4 Concrete Curb and Gutter Detail
(j)I Crused Concrete Trail
6 Cleanout
Fire H drant Assembl
8 Accessible Ram "A" Detail
N.T.5.
N,T,S,
N.T.S.
N,T,S,
N,T.S,
3'-0" TO EDGE RECESS. GROUT RECESS
OF PARKING SPAC FLUSH WITH TOP OF
CONCRETE WHEELSTOP
SCORE LINE IN
MOST DEPENDABLE FOUNTAINS, INC.
WHEELSTOP 1 4"
L' SEE PLAN FOR
CONCRETE
EDGE OF
5705 COMMANDER DR. P.O. BOX 587
ARLINGTON, TN 38002-0587
EDGE OF PARKING 45" CHAM ERT PAVEMENT TYPE
SPACE OR MONOLITHIC -_
TOLL FREE: 1-800-552-6331
CURB/SIDEWALK, SEE
PLAYGROUND
PAN 7»
SURFACING FLUSH
PHONE: [phone]
=11111
S� 72
<O tilq
WITH CURB BONDED RUBBER SURFACING
FAX: [phone]
III
A P
VERTICAL CUB. SEE (DEPTH VARIES -SEE SECTION)
OTHER DETAILS SEE SPECIFICATIONS
Nores: www.mostdgendable.com
=III-
=1 =u I_ _ _Ii1=1i1_ N
IIII=111III=IIII_ I_� I1=1I1=1I1=1I1=111=
=1='-' = III -III= +I
CONCRETE
SIDEWALK
�v
�o
FINISH GRADE, SEE 3 8" PEA GRAVEL OR NCDOT
SITE PLAN FOR ^ /
^ # 78m, WITH GRANITE
1. PROVIDE STAINLESS ST EL SURFACE CARRIER.
M INSTALLATIONS BE COMPLETED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
3. DO NOT SCALE DRAWING.
COMPACTED1
u
REBAR ® 1'-6" DEPTH IN
�Q
6' `1'g�
MATERIAL
1-.� SCREENINGS
MX4.
THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,
UNDISTURBED SOIL. HAMMER SHARP END SECTION
UNDISTURBED
�Q'FLARED SIDES,
SEE SPECS.
ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN
AND RECESS FROM TOP OF WHEELSTOP , ^
6 0 EDGE OF
(�P)
PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS
BOLLARD POST SLEEVE MANUFACTURED
1/2". (2) REBAR TOTAL AT V-0" FROM
1
7,
72
°
d
III =III -
MOST DEPENDABLE
FOUNTAINS,
DRAWING MAY NOT BE USED FOR CONSTRUCTION.
INC. 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT
BY IDEAL SHIELD OR APPROVED EQUAL.
EACH END OF WHEELSTOP
11") PARKING LOT
S
�0'' <ppFMgk
- l l l l l
THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED
COLOR TO BE SELECTED BY
ARCHITECT.
F
CONCRETE CURB
S
ti
l l l l a
1 I II
AND APPROVED BY THE PRODUCT MANUFACTURER To BE
CONSIDERED ACCURATE.
AND GUTTER
�6Io �Q�
P
- °
6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY
INFORMATION VISIT www.CADdetails.com/infoANDENTER
REFERENCE NUMBER335a-17.7.
^
„
0 ° 6 DIA. STEEL PIPE
6''
\�
d
11=1 d -III-
III II = COMPACTED #57
III 77 = STONE (95% STD.
1
° FILLED WITH
CONCRETE.
WHEELSTOP CENTERED IN
PARKING SPACE (TYP.)
ASPHALT;7
PLAN
-1II1II-1II-11 PRnrTOR)
° COMPACTED SUBGRADE
95% STD. PROCTOR
r�
FINISH GRADE
I � oncrete Wheelsto PLAN
FULL HEIGHT
CURB BEYOND
SEALED EXPANSION JOINT
6„ BROOM FINISHED RAMP
1'; RADIUS ° d \
1 /8 RADIUS d SECTION
LIGHT BROOM d I
FINISH
„
10"PIPE
FILTER
PET FOUNTAIN
_
-III IIII III ° ° ° ° ° III= = III =
° °
N,T,S,
MAX. SLOPE 2%
5"
-1/ - - - - - - - - - - - -
F
3,600 PSI
CONCRETE d
18
=
�
0°
^ _III d
co ,
I = = COMPACTED SUBGRADE
DOWNSPOUT
1„
-1 /2"'
a ° d
CURB I F»
BYMDF
"t a 95% STD. PROCTOR
a
BUILDING FACE
° - -III III-III-111
ACCESS DOOR
O O WATER
= d
-
° - -
5" THICK, 3,600 PSI FIBER
CURB DETAIL
PF ON OPPOSITE SIDE
Oo ° O CIL
cJ
- 3000 PSI CONCRETE
III ° ° ° FOOTING.
10" STAINLESS
° -
RENFORCED CONC. RAMP
FLUSH CURB
NOTES
STEEL CARRIER
z°s°oRa°
OPEN HUB
BOTTOM FILLER DRAIN
^
in CRUSHED STONE
-I IIII
PRE -FORMED PVC
DOWNSPOUT ADAPTER
SECTION ACCESSIBLE RAMP SECTION A -A
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS, EXCEPT THAT A
1
15-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
V-6"
�_j
NOTES
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
WATER SUPPLY BY OTHERS WERECOMMENDA2",3"OR4°OPEN HUB DRAIN
-
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 2% AND 1:12 RESPECTIVELY
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA.
USE OF TEMPLATES AT A 10-FOOT INTERVAL. JOINT SPACING MAY BE ALTERED
� �
FRONT VIEW
i ,, w
\\�\\i\\�\\�\\i\\�\\�\\�\\�\\�\\
° .
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED
SECTION
LOADING ZONE AREA.
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND FEDERAL ADA STANDARDS.
BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY
N�\\��
5. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT
TEMPLATES, A MINIMUM DEPTH OF 1 1 /2" SHALL BE OBTAINED.
USE INCREA6ER6/DECREA5ER5
A6 NECESSARY TO TRANSITION
OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND
WASTEWATER DRYWELL, 6'x6'x4' DEEP WITH 3' OF #57 �� i i
TO 51ZE OF HORIZON. PIPE
SUPPLEMENT.
ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS
STONE. FILL REMAINING
1' OF DRYWELL WITH COMPACTED
6. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE CURB AND
IN ABUTTING SIDEWALK.
EARTH. SEE MANUFACTURER'S REQUIREMENTS FOR
I
ALL PIPE BENDS AND
CONNECTIONS SHALL BE
GUTTER.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 P.S.I. IN 28 DAYS.
FURTHER DETAILS. INSTALL 6'x6' FILTER FABRIC ON TOP
L J
45° MAX.
7. TRUNCATED DOMES ARE ONLY REQUIRED ON RAMPS WITHIN THE ROAD RIGHT OF WAY.
OF DRYWELL.
THIS IS IN ADDITION TO THE REQUIRED - - - - - - - - -
6EE GRADING/DRAINAGE
WASTE LINE.
FIELD COORDINATE DRYWELL LOCATION.
DWG FOR PIPE SIZE
TOP VIEW
9 Accessible �Ram�`�B"Detail
I Pla round Curb /Bonded Rubber Surfacin
I I Drinlcin Fountain
12 Steel Bollard Detail
4 Downs out Ada ter
N.T.S.
N,T,S,
MODEL 101555M
(FR05T PROOF)
N.T.S.
N.T.6
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Seals:
PRELMNARY
Corp. NC License: F-1320
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Project No
Date:
Revisions:
Sheet Title:
Site
17000188
03.07.22
Construction
Details
Sheet No:
C50