SW3241001_Plansheet - Misc. Detail_20241022 (4)

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6' 6' ACCESSIBLE PARKING OA © © a
HAND TROWEL SCORE JOINT- 1/4"X3/4" rm
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DEEP WITH TOOL BANDING. SEE SITE SIGN CENTERED IN -
Q w I RESERVED RESERVED Cz �
PLAN FOR SCORE JOINT SPACING SPACE (TYP.) PARKING 1 PARKING PARKING U N z o
MEDIUM BROOM FINISH10
PERPENDICULAR TO TRAFFIC FLOW 5" (TYP.) SIDEWALK �, o; t,12
PROVIDE COMPACTED SL©'F'E'''''''' ;;"; ; o 'SLOPE MUTCD DISABLED MUTCD MUTCD v Y L 3
BEVELED EDGE S9.5C SUPERPAVE ASPHALT
V Z SURFACE COURSE N R7-8a PASSENGER R7-1 R7-8a a m-
L� g FINISH GRADE 12"x18" 12"x18" 12"x18" m v
D_ I-19.0C SUPERPAVE ASPHALT LOADING
Q INTERMEDIATE COURSE CURB AND GUTTER ONLY v '-
� FLUSH CURB Q a°
_ C - - 3"- WIDTH VARIES, TAPER CURB AND WALK
TI II _III =1 Q MAXIMUM MAXIMUM +)
o w =III=III SEE SITE PLAN DOWN TO GUTTER GRADE R7-8D R7-8D
cn12"x9" PENALTY 12„x9„ E
w 2 8"4 SIGNAGE $N250 � 250 E
i- Tm m III III- - -lil =_ IIIIII - - 4" WIDE WHITE PAINTED
SMOOTH FINISH 2 WIDE EACH -III_III-I -III -III-II -III-IIL.III -III-III,IIIIII-'
PLAN SIDE OF JOINTS/SCORING. CARRY BASE COURSE 12" STRIPES Ca?45° ANGLE ACCESSIBLE R7-8e Ln
rn
„ „ m
BEYOND SURFACE COURSE 12'° B25.00 EQUAL SPACES, 5 O.C. O © © © © 12 x6 ACCESSIBLE SIGNAGE N
AT LOCATIONS WITHOUT COMPACTED SUBGRADE
PROVIDE " BIT. EXPANSION JOINT @ 30' O.C. WITH JOINT MEDIUM BROOM FINISH CURB AND GUTTER 95% STD. PROCTOR 4" WIDE WHITE ��
SEALER AS SPECIFIED-1/2" THICK, A" BELOW FLUSH ON PERPENDICULAR TO ACCESSIBLE ROUTE
4" THICK EXPANSION JOINT. PLACE EXP. JOINT WHERE TRAFFIC FLOW NCDOT PVMT SECTION PAINTED LINE (SEE NOTE #3)
SHOWN ON PLAN, WHERE NEW POUR IS CONTIGUOUS TO CONTRACTOR TO - 4
ANY STRUCTURE, AND AT 30' O.C. MAX. BACKFILL ALL 8' 8'
SIDEWALKS WITH PLAN
1/4" X 3/4" TOOLED JOINT SUITABLE SOIL
ZVI
WITH RADIUS EDGES.
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a ° _ VAN ACCESSIBLE)
FINISH GRAD
�.. . a ° 1" 6" WIDTH VARIES, SEE PLAN 8' WHITE
8' 8' 8' 5'
-III= 1I 1I11I11I1 1I-I
ASPHALT _ It 8'
BACKGROUND
3,6001 PSI FIBER
II COMPACTED SUBGRADE PROVIDE COMPACTED PAVEMENT -� >*,;' VAN
BEVELED EDGE ° ,,Z� 'S1 y; v RESERVED
OP;'�, III=1 R7-8 OR PARKING
REINFORCED 95% STD. PROCTOR - ACCESSIBLE BLUE
SECTION CONCRETE C� 28 ASTM D 698 FINISH GRADE ' °°°
SPACE R7-8a
DAYS NOTE; COMPACTED ABC -
12"x18" SIGN Seals: *;y ,yrrrnitrrrr+r,
CONTRACTOR SHALL SUBMIT TYPE A -III =I WHITE
( ) ONE OUT OF EVERY EIGHT (8) ACCESSIBLE �' C ❑ '�•
JOINTING/SCOREING LAYOUT TO _ -1 4" THICK R7-8D -_ VAX,MUM SYMBOL ,*`' ?
_ _ SPACE, BUT NOT LESS THAN ONE, IS - ,
THE OWNER FOR APPROVAL PRIOR - - _ = CONCRETE WALK GS 20-37.6 PE"ALTV �� `_'-FrG
TO BEGINNING CONCRETE WORK. -1 II _ REQUIRED TO BE VAN ACCESSIBLE z5°
2 i- 12 9"x12" SIGN l :' 'e `� , • •
TAPERED CURB vAN
» " ACCESSIBLE _
1�= SEALED EXPANSION R7-8e 6 x12 �� L
CARRY BASE COURSE 12" _- _ III -11-111 ~I III ~�I = JOINT ACCESSIBLE RAMP SECTION A-A PARKING SPACE PAVEMENT MARKINGS SIGN AT VAN
BEYOND SURFACE COURSE -III=I "-���-���- - C _ - - - - - - '
#4 REBAR 1" RADIUS AT LOCATIONS WITHOUT COMPACTED SUBGRADE NOTES
1/8" X 1 1/2" TOOLED CURB AND GUTTER 12" ACCESSIBLE O 'L z'
SCORE JOINT AS SHOWN 95% STD. PROCTOR 1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12. z J
SPACES ONLY p'. tf I
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA. 14
w '+
as GRAVEL PAVEMENT SECTION 3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING 2 LB/FT. GALV. UCf) .,ter , `1`y-�- b
d ''a
ZONE AREA. CHANNEL DRIVEN `I�r'rJV R. � ,•'
' N FINISH t++eiir# ►r'`
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND FEDERAL ADA STANDARDS. 2'-6" MIN. INTO GRADE
°' COMPACTED EARTH
5. ALL 12"x18" ACCESSIBLE SIGNS (R7-8a AND R7-1) SHALL BE MOUNTED AT 7 FEET FROM Corp. NC license: F-1320
95% COMPACTED 4.* G
SUBGRADE GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF „III
18" 12" PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT -II
EXPECTED TO USE. -� z
6. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT OF
"TURN DOWN" CONDITION TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT. I I N
(OUTSIDE EDGE OF PAD, PLAYGROUND EDGE & AS INDICATED) 7. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE CURB AND GUTTER. LJ
Concrete Sidewalk 2 Vehicular Pavement 3 Accessible Parkin /Si na a/Stri in ACCESSIBLE SIGNAGE ELEVATION
N.T.S. N.T.S. N,T.S.
" RADIUS " RADIUS CONSTRUCTION JOINT (IF USED) m
18" RADIUS 25" RADIUS 6" 1'-0" 6" 1'-0" INSTALL J"X4J"X4J" DIAMOND
° ° SHAPED PLATES 18" O.C.
6 J„ 3/4" RADIUS, 3 1" RADIUS 21 3 1" RADIUS ('6
1 -6 TYP e RADIUS $ d RADIUS ✓�
o _ ° COMPACTED SUBGRADE 95% N N EXISTING GRADE EXISTING GRADE
" o a STD. PROCTOR, SEE NOTES, - a ° :° ��, ��, a ° :° CONTRACTION JOINT CUT WITH CUT CONDITION
a TYP CO a co co a C° EARLY ENTRY DRY CUT SAW Ca? 0
sk
° '- CARRY COMPACTED SUBBASE 12" BEYOND 15' O.C. MAX (6
2'-0" CURB/CURB AND GUTTER AT LOCATIONS 1 -6 1 -6 MEDIUM BROOM FINISH >_V
WITHOUT ADJACENT PAVEMENT, TYP PERPENDICULAR TO 6" 6" 10' 6" 6" tm
2'-0" VALLEY GUTTER 'I r-6'r RIBBON CURB STANDARD CURB AND GUTTER "SPILL" CURB AND GUTTER TRAFFIC FLOW =
TO BE USED WHEN ASPHALT ,, � � II-1lil11l �",
SLOPES AWAY FROM GUTTER .,..,....,-- -,.,.., ..w.,..,..,..,.,..,., .,..,..,.,.. .,..,.,..,..,..,.,,,.,..,.,,,.,.,,,, ..., ,.,..,,.,.,.,..,..,_..,.,..,.,..,..,.., 1 h} ; •' •
..„ SLOPE ��...,. �1 � �
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NOTES ° Q a s a a co �1 ::,',.,,;.. ;,•...,c..:r... 3
a' �• ° - = = = = = = = = = = _ = =III=r=III =III= 1=III=11 =III =III=III=III=III=III=III=III=III
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS. FOR VALLEY GUTTER A 3 -lill=-II
a a _ =I IIIII - III IIIIIIII„- -III- (IIIII _ =��� ���_���=III=Ii� ��� ��i=ll���l'
-I I - - _ = 1=III-III-III, IIIII i t-1 i t„I l l l l l i l l-III-III-11 -
15-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BED 1� _' _ Lu ai
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. RADIUS - _
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY JOINT SEALER- NON-STRUCTURAL .- Q ._
OTHER APPROVED METHODS WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A 6" 2'-0" 1 8" 1» - BACKFILL (TYPICAL BOTH >
/ RECESSED TYP. -III -111-11' 2.50 - S9.56 SUPERPAVE
3. ALL EXPANSION XPANS ON JOINTS INTSISHALLHBELSPACEDAT OBTAINED.0 FOOT INTERVALS, AND ADJACENT TO 3 RADIUS (TYP. SURFACE 8 COMPACTED ABC (TYPE A) SIDES OF TRAIL) ASPHALT SURFACE COURSE O
BE RADIUS, I I I -
RADIUS ) TY FILL CONDITION 6" COMPACTED ABC PLACED � �
ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING _ OF GUTTER 4000 PSI FIBER 95% STD. PROCTOR COMPACTED SUBGRADE AND COMPACT TO 95% STD.
SIDEWALK. `V a ° ° N REINFORCED CONCRETE SECTION 95% STD. PROCTOR PROCTOR (ASTM D698). 5
4. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO a a Q i� ,:.•, ., JOINT FILLER COMPACTED SUBGRADE SECTION
100% STANDARD PROCTOR DENSITY. ° a "II�� i„ NOTES 95% STD. PROCTOR GEOGRID
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE 2'-6" 1. CONCRETE PAVEMENT SHALL BE ASTM D 698 TENSAR BX 1200, OR
RAMPS. CONSTRUCTED IN ACCORDANCE WITH APPROVED EQUAL.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. STANDARD 2'-6" CURB AND GUTTER TRANSVERSE EXPANSION JOINT ACI 330. NOTES SEE SPEC
2. CONTRACTOR TO SUBMIT JOINTING 1. EXTEND ABC BASE 6" BEYOND ASPHALT EDGE.
PLAN TO ENGINEER FOR REVIEW 2. HAND COMPACT ASPHALT EDGE (SIDE)
PRIOR TO CONSTRUCTION OF 3. SEED AND STRAW ALL DISTURBED AREAS PER SPECIFICATIONS.
PAVEMENT.
Concrete Curb and Gutter Vehicular Concrete Pavement As halt Trail
4 N.T.S. 5 N.T.S. 6 N,T,5,
TERMINAL POST:
SEE PLAN FOR WIDTH 3" O.D. GALV. PIPE 5.79
LBS/FT. AT ALL CORNERS,
GATE POST: 2x2x9 GA. BLACK VINYL GATE FRAME: INTERSECTIONS, CHANGES OF
4" O.D. GALV. PIPE COATED FABRIC, KNUCKLED 1.9" O.D. GALV. DIRECTION AND EVERY 200' O.C. Project no: 17.000417.01
9.11 LBS./LIN. FT. SELVAGE TOP AND BOTTOM PIPE 2.72 10' MAX. (TYP.)
W/9 GA. TIE WIRE 18" LB.S/LIN. FT. LINE POST
Posr CAP D.C. Date: 08.01.24
GATE FRAME LOOP CAP
� CORNERS WELDED POST CAP TOP RAIL: TOP RAIL Revisions:
PAINTED BLACK 1 O.D. GALV. PIPE CONNECTION AS
O in
Z POST BAND 2.27 LBS./LIN. FT. SHOWN 20' O.C.
w FORK LATCH WITH O WITH RAIL END
PLUNGER ROD XI
J Ln J"xi" DRAW BAR LOCKING ~
r 0_ w CAPABILITY
c�
G = z w LINE POST:
o � _ � 2x2x9 GA. BLACK VINYL COATED 2" O.D. GALV. PIPE
O FENCE FABRIC, KNUCKLED
c SELVAGE TOP AND BOTTOM W/9
(n
o (n w GA. TIE WIRE 18" O.C.
w 1.9" O.D. GALV. _
p J PIPE CENTER RAIL POST BAND
u Z FOR GATES 6' AND @ 14" O.C. O J" TRUSS ROD AND BRACE
= DRAW BAR
OVER IN HEIGHT (n �� �� RAIL AT ALL CORNERS,
LV) POST BAND INTERSECTIONS, CHANGES OF
o = J 0 14" O.C. ACE RAIL: DIRECTION, TERMINAL POSTS,
o Z AND EVERY 200' O.C.
I iI-III- I III-III - 1 O.D. GALV. PIPE
O ,•1 -III IIIIIIIIIIII =III =IIIIIIIIIIIIIIIIII ..! 2.27 LBS/LIN. FT. BOTTOM RAIL ONLY WHERE
oo :'I • -III- -III IIIIII-III- III= -III :I C:• I-
0.375 INDICATED ON PLAN
O I I' = DIA. TIE ROD WITH 9 GA. TIE WIRE 18" O.C. I I' = 6 GA. TENSION WIRE
c I =1 ',1 TURNBUCKLE AS REQ'D. ',I L - - - - - - - - - - - - - ---�
r7 I I,I BOTH GATE PANELS. I I• �1 TcC 1II 1I11I11I11I11II 1II _IIh Sleet Tltle;
o I Fn PLUNGER ROD SLEEVE.
COMPACTED SUBGRADE SEE DETAIL BELOW -III - I I: =1I 1I=1 -III,
a I:, _ 1= SITE
� 95% STD. PROCTOR I �'•�`•' O I 1 U;(III
12" DIAMETER � I 'I I' III 'I I'' III N
Gi CONCRETE FOOTING SECTION =11•:� _ :;Ik.
Y NOTES �a COMPACTED SUBGRADE =I SECTION CONSTRUCTION
m �p 95% STD. PROCTOR =(III
1. POSTS, RAILS AND FITTINGS SHALL BE HOT DIP _co
GALVANIZED, THEN FIELD PAINTED, 2 COATS OF J" SCH. 40 GALV.
d BLACK ENAMEL AFTER INSTALLATION, PRIOR TO STEEL PIPE CONCRETE FOOTING
INSTALLING FENCE FABRIC. 6" DIA. CONIC. DETAILS
2. GATE SHALL BE COMPLETE WITH BALL AND COLLAR
SOCKET HINGES OR APPROVED EQUAL. NOTES
c 3. ALL GATES SHALL BE DOUBLE ACTING. 3" WASHED STONE 1. POSTS, RAILS AND FITTINGS SHALL BE HOT DIP
0 4. SEE SPECIFICATIONS FOR FURTHER MATERIAL AND GALVANIZED, THEN FIELD PAINTED, 2 COATS OF
o^ INSTALLATION REQUIREMENTS. BLACK ENAMEL AFTER INSTALLATION, PRIOR TO
6 INSTALLING FENCE FABRIC.
0 2. SEE SPECIFICATIONS FOR FURTHER MATERIAL AND
c INSTALLATION REQUIREMENTS. Sheet No:
o
SLEEVE DETAIL
Y Service Gate for Chain Link Fence Vin I Coated Chain Link Fence Detail
0
s
7 N.T.S. NC503
.T.S.
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