SW6231105_Plansheet - Other_20240701 (2)

DocuSign Envelope ID:44121A7D-7370-4238-AEE7-F86A2A4A1BD6
JOINT FILLEIR
1/8"RADIUS(TYP.) NOTE: MAINTAIN 50'MAX. BETWEEN EXPANSION T PEN-1,N-1A&R-1 TYPE N-2&N-3 TYPEN-3A N N N
JOINTS OR AT ALL RIGID OBJECTS. O O 0
LO PLANTING OR OTHER NON- TOT \ ff�\ Ln
WALKING SURFACE IF DROPOFF
O B° IS NOT PROTECTED Fby
sioF�q�fr SIN �Np/a q�k W/p o
r LgN�jNG RAMP 5'MIN SIDE 5 S M/N C T91�EE
FRONT ELEVATION ="�� z� �ANpN� FLARE R�Mp E�PR PLAN
TRANSVERSE EXPANSION JOINT
8.3% SHARED L.9 �,3a Z
6" 2a" peeve e LANDING �� so GROUT HOE FULL., .. eeveeeee L
. . a WALKIN 0�9 2" 4" 6."
�� SIDEWALK SIDEWALK HOLE FOR ?" STD. PIPE 1 6?�� 0
3" 4.5 .�
6„ ° 4:1 00000aoaoapLa E a
3" a SLOPE=v2"/FT. PED-XING _
< SLOPE=112"I FT. a °
O OR ? DIA. REINF. ROD �
O�Ty� o0000000 - .. (OPTIONAL 1"x3" HOLE)
6'(TYP; � �i : z 5��� �„ MAX.
6„ v a °' a e ° 6.5° ° 7 4'MIN c CLEARANCE(P P
W
7 ^ goo �g $� a°°°000°°°°o CROSS SLOPE NOT TO
a°a° 000 q°°, °�°° EXCEED 2%ON ANY m to DRAINAGE DRAIN AGE
o�joCO'eo° ^ �P,�0°o Ooo�Q°oo°oo°o°oo°o°oa o Oo Oo a„ PORTION OF RAMP OR p 8" OPENING 2 - 3 - 3
00° °o° �` OPENING # #
^• O ° 00°O° 0 0°, °O °0,o °°�oo Oo TRANSITION TO STREET. Q
0,°000°�00°og000°°oo oo°000°0000 ° a" 0 0° 8�000 0�000�oa0000°�0000�°So°coos x f MIN. ?„ TOOLED EDGE (TYP.)
0°°08�°�00�000�e000�oo°�0000�°ova _ _ ( s 12" 2'-0" (MIN. 1'-0" 2'-0" (MIN.) 12��
2 END VIEWS � SECTION ri11
1. 30"CURB&GUTTER 18" 12" TY E R-1A TYPE R-2 TYPE R-3 �i I�
7-0
2. 30"VALLEY TYPE GUTTER - - N 8'-0" MAX.
z z z
O O O
= 1-3i4"R sioEiv LA REINF. ROD PRIOR TO 1 w w w
_ 9�� WALKING SOURFFACEF DROPOFF SIDEWALK SIDEWALK SURFACING OR IN A HOLE DRILLED O O O
�voi SNOT PROTECTED IN THE FINISHED SURFACE WITH A O A A
�c SIDEWALK TIGHT FIT OBTAINED BY AN APPROVED
2= 5,MIED 8.3i s'M/N METHOD, OR DRIVEN INTO THE SURFACING
1' HARE R MP°
° ¢� \ 83% LANDING A NOTES: ELEVATION
oo 1. HI-VISIBILITY CROSSWALKS SHOULD ONLY BE USED AT CROSSINGS
p0,°°o0°0°° 000°°0e0000 °ooOQoQ 4„ 80, °0000°000°°00,0000p0oo°�op�� WHERE THE INTERSECTION IS SIGNALIZED OR UN-CONTROLLED BY
°0°o0 00° o 0 0�0°°oo°00°00 + ANY TRAFFIC CONTROL DEVICE(e.g.STOP SIGN).
°ooe0o°o°00 °o�bO�ao40oo000°°$°.00 �00o09°oaoo0o�°o�O?,o40000o0° Soo°o
vvvavvee°ee ee ee.e.
.e.
9 9 ° 24"MINIMUM M
1'-6" 6, \\ e� 24"WHITE 2. THE CROSSWALK LINE SHOULD BE PLACED AT THE ANGLE OF THE
4"COMPACTED A.B.C. UNDER STANDARD /Ty 6a`� 6"WX12"DCONCRETECURB CROSSWALK TRAVEL LANES AND TRAVERSE THE PEDESTRIAN CROSSING. O� PARKING STALL N
CURB&GUTTER(MIN) 4°'/� a LINE
MEDIAN CURB AND GUTTER 3. A CROSSWALK LINE SHOULD BE PLACED TO AVOID WHEEL PATHS. WHEEL STOP '
NO VALLEY CU RB SHALL BE USED THIS IS IDEALLY DONE BY CENTERING THE LINES AT THE EDGE OF 1'-O" TO EDGE O O
SIDE ELEVATION PARALLEL CURB RAMP EACH TRAVEL LANE AND IN THE CENTER OF EACH TRAVEL LANE. DUE (0 U
AT INTERSECTIONS,HYDRANTS,ETC. CROSS SLOPE NOT TO �I 6'MIN.WIDTH OF PARKING STALL [--
PORTION 2%ON ANY TO VARYING LANE WIDTHS THIS IS SOMETIMES NOT POSSIBLE. _ o u N >+
PORTION OF RAMP OR
3"R TRANSITION TO STREET. 4. PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK U Q Lo
LINE. STOP BARS AT SIGNALIZED INTERSECTIONS SHOULD BE z 0
3"R ° 6" 24" COORDINATED WITH THE CITY OF RALEIGH TRANSPORTATION �
6„ II��II TYPE R-4 OPERATIONS DIVISION OR AS DIRECTED BY THE ENGINEER. PAINTED STRIPES IF SHOWN -� m �
ON THE DRAWINGS OR REQ'D °�
LL
5. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE co +0-'
6" ° ° ,° o 6„ 6„ 3�� LATEST CITY OF RALEIGH STANDARD DRAWINGS.
2'STRIP IF CUT THROUGH BY THE SPECIFICATIONS � o �
°Y IS GREATER THAN 4'IN LENGTH.
°�0000°Qao,o°oo° o °°°o°o0oapoa 7 ° SLOPE=1/2"/FT. OTHERWISE PLACE DETECTABLE FORe'MIN 65 E
WARNING ON THE ENTIRE SURFACE RFF SIDEWALK 6"WX 12"D CONCRETE CURB INSTALLATION PLAN
o'Da °DODO 0 a ° 'WllgP OF CUT THROUGH. 0(`, � "-'
0000a °og Oo�oGb°°300 6" \ F c
5" 8 30 \O ALIGN CURB PARALLEL z
12" 6„ ^ °°e ° ° ° °°° ° 1p,MIN O .r. Q C
�o WITH CROSSWALK O N
,�• °°000°° ° °go°oo�0000°oe°�o<o M
MEDIAN CURB AND GUTTER pog,,��0000v0°°oo000°000 opOQ °oo ^ 4" \ I-A Rq P
�e°�S�e000�000 oo�°�ooeeo°a«a°°oog NLIN M 8.3� HIGH VISIBILITY PEDESTRIAN CROSSWALK PRECAST CONCRETE WHEEL STOP
(NON-MOUNTABLE) ° \ J
SPILL CURB DETAIL
P�Fo NOT TO SCALE NOT TO SCALE O N
S�PN�Y�G
Jm M
NOTES: 6 � e
1. 10'MAXIMUM BETWEEN DUMMY JOINTS. ti 6CRETE D �1
CONCRETE CURB ����
15'MAXIMUM BETWEEN DUMMY JOINTS ON F�pSiE O
MACHINE POURS. z
O\�O, CN
o
2. 1/2"EXPANSION JOINT EVERY50'. THIS SIGN USED ONLY AT I l
3. 3000 PSI CONCRETE MINIMUM,4"SLUMP MAXIMUM. RM VAN LOCATIONS INDICATED AS
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET CURB RAMPS AT MEDIAN ISLANDS CCESSIBL� „
VAN ACCESSIBLE ON PLAN. SIGNAGE AS REQUIRED
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT J Q
GRASSED
STANDARDS&SPECIFICATIONS FOR ROADS AND 6 FLARE PROPOSED SIDEWALK O
UTILITY STRIP
STRUCTURES. d` 8.3% (3000 P.S.I.) ON
RAMP 2' 1/4"/FT 1/4"/FT RESERVED Z 00
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED 1/4"/FT ali, '
WITH JOINT FILLER AND SEALER IN ACCORDANCE / 6' 6' 5' =III=1T III=III=III=III=III=11r'O_ I=III=III=iii= _II-III-III PARKING R7-8 AND R7-8D SIGNS ARE 0
WITH NCDOT ROADWAY STANDARD DETAIL 846.01 FLARE -iii=ill iii- -'i-III l I I1 -iii-i'- USED AT ALL ACCESSIBLE r :: DETECTABLE WARNING "U" SHAPED GALV.
THE JOINT MATERIAL SHALL CONFORM TO SECTION 5'X 5'(MIN) SURFACE SHALL EXTEND 2'-6" CURB COMPACTED To A DENSITY PARKING SPACES AS
g 3% SHARED FULL WIDTH OF SIDEWALK OF NO LESS THAN 95% STEEL POST
1028-2 OF NCDOT STANDARD&SPECIFICATIONS FOR AND GUTTER .. Lu 0
ROADS AND STRUCTURES.
RAMP LANDING OR RAMP N INDICATED ON PLAN. Lu m
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND z o = 1" CROWN AT TOP Oz ? Z
rI TYPICAL SECTION
GUTTER SUPERELEVATION RATES. FLARE n FLARE ca z o o m ` Lu J O
8.3% \STOP BAR
o � o D m R]_8 4" DIA. X 0.188" GALVANIZED ILL. ~
RAMP c A IT STEEL PIPE FILLED W/ CONC. z - O U
m D "' z PAINT 4" PIPE BLUE WITH `O 0
CURB AND GUTTER DETECTABLE WARNING SURFACE PLACEMENT A MAXIMUM TWO COATS OF EXTERIOR o - � co L J
JOINT FILLER SIDEWALK SURFACE _ co W
NOT TO SCALE NOT TO SCALE � o cn PENALTY 84" ABOVE FINISH GRADE ENAMEL. � U (v
X $25O WHEN PEDESTRIAN WALK W U Q
c� 4 •''.: ' _. : PASSES BY OR UNDER SIGN; H Z Z W
1/2" 60" ABOVE FINISH GRADE 1 CROWN AT TOP ILL 0 Z Q
WHEN PEDESTRIAN WALK 0 W
DOES NOT PASS BY ORS�oB�o 8 8�0 8�0 08�0 W H Lu
TRANSVERSE EXPANSION JOINT goon 8gao 8goo 000 8g000 ggao gc -
PLAN VIEW UNDER SIGN. OOOo V)
23'CLEAR AIRSPACE �8�8�8c38�8. e
RESERVED - O w
24.5'CONCRETE PAD PARKING �� 00�0�0✓' m = J =
WHEN MORE THAN TWO SPACES
1.5' 6"PAD,3,000 PSI CONCRETE NOTES: ARE BANKED TOGETHER, USE U) 0
REINFORCED WITH 6.6 WWF OR 2"CHAMFER ENTRANCE SURFACE 1.TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET. Q w
MIN. SIDES&REAR CAPABLE OF ARROW AND ONE SIGN AT EACH „ H
#4 BARS @ E O.C. 4 0 J
PAD IS TO BE SLOPED AT 2% 20,000 SUPPORTING
TRUCK 2.ALL CONCRETE TO BE 3000 PSI AND FINISHED WITH CURING COMPOUND. END SPACE. 12" DIA. x 3,000 PSI 0 O
BOLLARD TYP. 3.A 6 INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, CONCRETE FOOTING Z
AT STREET INJTERSECTIONS(ALONG THE LENGTH OF RADIUS CURB RETURNS), Q
AND IN THE HANDICAP RAMPS.
� U
I� -I -I -� I��GRADING SHALL NOT NOT TO SCALE O
=1II-I =1 =1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1I1= =1II- =1II=1II=1II=1II=1II=1II ALLOW STORMWATER TO RAMP SECTION T
6"COMPACTED STONE BASE = Z
SIDE vlEw COME INTO CONTACT WITH (SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST
ABC OR#57 WASHED STONE THE DUMPSTER AREA WITH DETECTABLE WARNING SURFACE VERSION OF THE NORTH CAROLINA ACCESSIBILITY CODE 4.1.2.) O
CAST-IN-PLACE SYSTEM
COMPACTED SUBGRADE
68.3'CONCRETE PAD ��� C A R
CONCRETE SIDEWALK ``��H II I 1111�0
NOT TO SCALE ACCESSIBLE
COCE S SIBLE PARKING SIGNAGE .��=per �F ESS/0
(4' MIN LANDING) SCALE
SLOPE 12:1 MAX(5'-4" MIN.)
- SEAL
8 2"CHAMFER SIDES&REAR
y _
2'DETECTABLE DEPRESSED CURB y` o
STANDARD 2'-6"
II -- -J�Ilip
- �I ,I , p s„CONC.S WARNING SEE NO DOMES CURB&GUTTER
�4'� ACCESS RgMP�K
FRONT VIEW
D
EXPANSION JOINT
DUMPSTER PAD CAST-IN-PLACE
NOT TO SCALE DETECTABLE WARNING SURFACE SYSTEM
STEEL DOME TOP,WELDED
4'CLEARANCE TO TOP OF BOLLARD
YELLOW REFLECTIVE TAPE,
3"WIDE AND 6"FROM DESIGNED BY:
TOP OF BOLLARD
AMW
FIXED,4"DIAMETER DRAWN BY:
STEEL PIPE BOLLARD 3'4"
,JCB
CHECKED BY:
AMW
6"�I
PROJECT NO.:
3313-C
== DATE:
MINIM 11111111111-11 NOTES:
_ _ 0 a' .=Ili=110
08-30-2023
1.DETECTABLE WARNING DOMES SHALL COVER 2'-0"LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL.
- - - - - - SCALE:
=11111:Q °
3000 PSI - - - - -
CONCRETE FOOTING = -_= s III
2.THE COLOR FOR THE DETECTABLE WARNING AREA SHALL BE_ _ AS SHOWN
YELLOW FOR CONTRAST.
SHEET NO.
FRONT VIEW
BOLLARD DETECTABLE WARNING CAST IN PLACE
FINAL DRAWING
NOT O SCALE NOT O SCALE
FOR REVIEW PURPOSES ONLY C - 6 . 2-