C502 DETAILS

HAND TROWEL SCORE JOINT-
1/4"X3/4" DEEP SEE SITE PLAN FOR
SCORE JOINT SPACING
MEDIUM BROOM FINISH
PERPENDICULAR TO TRAFFIC FLOW
z
w g
d
w
C/'
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3:1.1
PLAN
PROVIDE" BIT. EXPANSION JOINT © 30' O.C.
WITH JOINT SEALER AS SPECIFIED -1/2" THICK,
" BELOW FLUSH ON J" THICK EXPANSION
JOINT. PLACE EXP. JOINT WHERE SHOWN ON
PLAN, WHERE NEW POUR IS CONTIGUOUS TO
ANY STRUCTURE, AND AT 30' O.C. MAX.
MEDIUM BROOM FINISH
/ / » PERPENDICULAR TO
1 4' X 3 4 TOOLED JOINT TRAFFIC FLOW
WITH RADIUS EDGES.
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° ° ° ° ° °
°° _ a ° ° ° °
Ill LIL_
II_=III -III I=111-III=1 I,IIIIIII III III-111-111=111=111=III =111=III-III-III
I -III
SECTION
3000 PSI FIBER-
REINFORCED CONCRETE COMPACTED SUBGRADE
95% STD. PROCTOR
SIDEWALK CONTRACTOR TO
BACKFILL ALL SIDEWALKS ASTM D 698
WITH SUITABLE SOIL
Concrete Sidewalk Detail
N.T.S.
PROVIDE COMPACTED
BEVELED EDGE SF9.5A SUPERPAVE ASPHALT
SURFACE COURSE
FINISH GRADE
= I1=i. 2
'1=Ti=1Tl=i =
2 � IITI-� 6„
i1--_-
_1II-11=_ I1 11! 1 -!
- _ _-_ _ -
CARRY BASE COURSE 12" -1111u II-IIIIII=III -!11-ITI-III-!I!-1I-III-111-Iii-III-III-III-"
BEYOND SURFACE COURSE 12°" COMPACTED ABC
AT LOCATIONS WITHOUT (TYPE A)
CURB AND GUTTER COMPACTED SUBGRADE
95% STD. PROCTOR
STANDARD DUTY PVMT SECTION
PROVIDE COMPACTED
BEVELED EDGE SF9.5A SUPERPAVE ASPHALT
SURFACE COURSE
FINISH GRADE
I -19.0B SUPERPAVE ASPHALT
INTERMEDIATE COURSE
- -1
il=T!-111=TIITI1I 1
--I :
1 �I 1-ITI-
F2
A- I - i -I - - .I - I- -I I - - I-
_ - 111-111-i i!; 111-111- _„ ! -III
-III-111-1111 I-111- _111-111, �,-,, _ -111-
CARRY BASE COURSE 12
BEYOND SURFACE COURSE COMPACTED ABC
AT LOCATIONS WITHOUT 12 (TYPE A)
C COMPACTED
URB AND GUTTER
PROCTOR DE
HEAVY DUTY PVMT SECTION
As halt Pavement Detail
2 N.T.S.
SIGNAGE O
FLUSH CURB
WIDTH VARIES,
6' SEE SITE PLAN 6' ACCESSIBLE PARKING �� ACCESSIBLE VAN R7 -8e PARKING RESERVED
PARKING
SIGN CENTERED IN ROUTE (SEE ACCESSIBLE 12"x6"
Q L SPACE, (TYP.) NOTE #3) DISABLED MUTCD MUTCD
RESERVED
O I PARKING PASSENGER R7-1 R7 -8a
1:12 _J 1:12 SIDEWALK LOADING 12"x18" 12"x18"
SLOPE SLOPE
N R�T$a ONLY
12"x18"
CURB AND GUTTER 8' 8' 8' 8' 5' 8' MAXIMUM R7 -8D
[71 L L L L L L PENALTY
250 12"x9"
Q TAPER CURB AND WALK VAN
DOWN TO GUTTER GRADE ACCESSIBLE MAXIMUM R7 -8D
SPACE PENALTY 12"x9„
$ 250 ACCESSIBLE SIGNAGE
4" WIDE WHITE PAINTED ONE OUT OF EVERY SIX (6) ACCESSIBLE
STRIPES @45" ANGLE SPACE, BUT NOT LESS THAN ONE, IS
EQUAL SPACES, 5' O.C. REQUIRED TO BE VAN ACCESSIBLE
4" WIDE WHITE PARKING SPACE PAVEMENT MARKINGS
PAINTED LINE
8 8 PLAN
GREEN
5', (8' WIDE FOR
VAN ACCESSIBLE R7 -8e 6"x12" SIGN AT VAN �� VAN WHITE R7 -8e 6"x12"
) FINISH GRADE ACCESSIBLE SPACES ONLY ACCESSIBLE BACKGROUND SIGN AT VAN GREEN
1 " 6" WIDTH VARIES, SEE PLAN RESERVED ACCESSIBLE
PARKING
R7-8 OR BLUE SPACES ONLY VAN WHITE
ASPHALT _ A`'ESSIB`E BACKGROUN
- - R7-8aB
PAVEMENT -K`4 RESERVED
^ ° 2% SLOPE 12"x18" SIGN WHITE R7-8 OR PARKING
--IN � BLUE
° d°° =- SYMBOL R7 -8a
° A MAXIMUM
° _ _ R7 -8D RBNALI
° = $ S50 12"x18' SIGN
° d° -IIII-111_111-GS 20-37.6 STEE TROWEL
4 THICK9x12' SIGNFINISHI IMAXIMUM
SYMBOL
II IIIICONCRETE WALKCROWN ONIIII-I
I PENALTY
1 O.D. STEEL � 1 L50
� POST R7-8D
TAPERED CURB PIPE PAINTED P-8 GS 20-37.6 to
SEALED EXPANSION ( )
Ld
JOINT ACCESSIBLE RAMP SECTION A -A 8" DIA. STEEL PIPE 9"x12" SIGN
FILLED WITH CONC. 1 t,>
0. D. STEEL PIPE o
NOTES PAINT WITH RUST Iw FINISH PAINTED (P-8) DRIVEN z
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12. INHIBITING PAINT,
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA. COLOR (P-8) N GRADE 2'-6" MIN. INTON FINISH
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING COMPACTED EARTH GRADE II--
ZONE AREA. _ ° '
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND FEDERAL ADA STANDARDS. II III la' III __
1 I I- III - I � I
5. ALL 12"x18" ACCESSIBLE SIGNS (R7 -8a AND R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE a II-� - -III III III--
TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED 3000 PSI _I -III III C° z
IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO CONC. FOOTING I. N I I N
USE. U
6. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT OF III °. -- ,
TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT. "'-"'-
7. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE CURB AND GUTTER. ACCESSIBLE SIGNAGE ELEVATION IN ACCESSIBLE SIGNAGE ELEVATION
Accessible Parkin Si na a/Stri in Detail FRONT STAFF/VISITOR PARKING LOT IN STAFF PARKING LOT
3 N.T.S.
4" RADIUS" RADIUS
6" 1'-0" 6" 1'-0"
a RADIUS RADIUS a RADIUS" RADIUS
N N
^ ° ° ° -� "- rKy ° ° ^
^ ^
n _ G C
NOMINAL GATE HEIGHT UP TO 8' " -
° °
d ° (o d ° d °(iD
OFFENCE......................................................................
GATE FRAME WIDTH (A/2) - 4"
1'-6" 1'-6"
CONSTRUCTION JOINT (IF USED)
C4 14" HINGE POST (SIZE ACCORDING TO GATE LENGTH) GATE FRAME TYP.
PLAN VIEW ( )
STANDARD CURB AND GUTTER "SPILL" CURB AND GUTTER
INSTALL 4"X41"X41" DIAMOND
SHAPED PLATES 18" O.C.
ASSEMBLY Scale: None 1" x 1" TUBE PICKET O 5" D.C.
TO BE USED WHEN ASPHALT
[HINGE
C TOP PRIMARY MEMBER 1" x 2" ALUM. TUBE (TYP.) 3/18" SS CABLE (TYP.)
SLOPES AWAY FROM GUTTER
3 1/2" DIA. GALVANIZED
OST (2)
" RADIUSe.IlCONTRACTION
6" 2'-0'> 1/$» JOINT SEALER-
RADIUS, RECESSED A" TYP.
3» g" RADIUS (TYP.)
° RADIUS SURFACE
JOINT CUT WITH
EARLY ENTRY DRY CUT SAW
15' O.C. MAX MEDIUM BROOM FINISH
-1'-8"
^
o
a
m
SIDE PLATE (TYP.)
U -BOLT (TYP.)
OF GUTTER
PERPENDICULAR TO
ap
I 2" x 2" ENDS 5' 2" 2" x 5"
tv -
° ° N JOINT FILLER
CO d ° ° ° r
° �-
TRAFFIC FLOW
I
N
AME
� 3" D =GATE FRAME WIDTH D =GATE FRAME WIDTH 3"
NOTES: a
1. FOR COMPLETE INFORMATION
ELEVATION
ELEVATION
Scale: None CONCRETE FOOTING (SIZE AND DEPTH
d ° °
d "
» � �
2'- 6
STANDARD 2'-6" CURB AND GUTTER TRANSVERSE EXPANSIONDINT
J
.....». .... .....».».a..........".... _.._........."...... »»Q...»"».."»....... .................�........�...�
u ... �."..».......... . yr ° a . ..«.. d
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° ° °
C - °
-X-�X-XIX a X-X-X-X-Xa-�C-X-X a X X -X -X
-
^ 00
I
I 04
I
ON THE TYM-200-SW OPERATOR a
VISIT THE "GATE OPERATORS" z
� Scale: None
OF THE WEB SITE.
SECTION o
PROVIDED FOR 45 O.D. POSTS. 11
OTHER SIZES AVAILABLE UPON c�
REQUEST.
3. GATE ELEVATION IS VIEWED
TO BE DETERMINED BY OTHERS)
3/8" x 1 1/2" HHCS (TYP.)
HINGE MOUNTING STRAP
�p
- -
^
FROM THE OUTSIDE OF THE
SECURE AREA LOOKING IN.
3/8" LOCK
/
NUT (TYP.) /
18" RADIUS 25" RADIUS
r 6
O ° °° °
- - -
=1 111 -III-i-1 ;III -I--1 III -III, -1-i II ! 11 -1 -1 -1 -1 -III-
„
COMPACTED ABC (TYPE A)
WWM 95% STD. PROCTOR
SECTION
^
N
1-4.,
5 R\
GATE OPENED 100' MAX.
Q
�� N SIDE PLATE (4)
/
HINGE POST
MBLY
(2000 LB. CAPACITY
NATHESEALED BEARINGS)
COMPACTED SUBGRADE'
W V
3/B• x 2 3/4• HHCS (TYP.)
d ° °
95% STD. PROCTOR
<' 3 N M N
N
2'-0"
ASTM D 698
8" -
9" 8" 4
w OL a N o
m
GATE FRAME
HINGE ASSEMBLY
T-0" VALLEY GUTTER
2'-0"
3'-8"
,a" -I M Q
Scale: None
NOTES
NOTES
N
�1
`_
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER, A
15 -FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE
1. CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ACI 330.
NOTE:
PLAN
_
GATE HINGE GATE HANGER POST
TYMETAL 2549 STATE ROUTE 40
CORP GREENWICH, N.Y. 12834
E'-3"
PH:[phone]- FX(518) 692-9404
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTOR TO SUBMIT JOINTING PLAN TO
1 . ALL
ARROWS TO BE
33
ARM EXTENSION NOTES:
www.tymetal.com
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY
ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION
PAINTED WHITE.
GATE FRAME VIEW A -A 1. CONCRETE FOOTING SIZE AND
DEPTH TO BE DETERMINED BY
OTHER APPROVED METHODS WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
OF PAVEMENT.
PLAN VIEW Scale: None OTHERS.
2. SEE OPERATOR INSTALLATION
TYM-200-SW SECURITY GATE SYSTEM
MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
Scale: None GUIDE FOR COMPLETE
(WITH ORNAMENTAL SWING GATE)
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO
INSTALLATION INSTRUCTIONS.
ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING
SIDEWALK.
4. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO
100% STANDARD PROCTOR DENSITY.
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
5 Concrete Pavement - Vehicular
6 Painted
Directional Arrows
Decorative Fence/Gate
N.T.S.
N.T.S.
N.T.S.
CONCRETE
SIDEWALK
V-6" CURB &
RAMP
GUTTER BEYOND
CONSTRUCT CONC. "WINGS"
RAMP © 1:12
SLOPE MAX. (TYP.)
EDGE OF
WHERE SHOWN ON SITE PLAN
6
PARKING SPACE
CONCRETE
SIDEWALK 2' CURB TAPER EACH
GRASS Q SIDE (TYPICAL)
�
TAPER CURB
TO EDGE
OF 'PARK NG SPACE
RECESS. GROUT RECESS
FLUSH WITH TOP OF WHEELSTOP
A A
MONOLITHIC
CURB
1 4» 4"
CONCRETE I I I
45° CHAMFER
WHEELSTOP �
3" #57 STONE
FLUSH CURB
II
�
Q
TAPER CURB
FINISH GRADE 8" COMPACTED ABC (TYPE A). SLOPE
FLUSH 5
PLAN
7"
TO DRAIN (SEE GRADING PLAN)
SECTION, SEE RAMP PLAN
PLAN FOR WIDTH
-11111
FULL HEIGHT
CURB BEYOND
1 -177177717-1711--
-III-III-11 I-111- -�- I
ci
_111 -III_
I -III -III -III -1 I- -H
11-
=I
�� III-
it
-III-III_ I i i -III=111 =1 I IIII=1 I I �=111 =! -III-III--III_ 111--111-111! 1-I I-
=1=
COMPACTED SUBGRADE
FULL HEIGHT CURB BEYOND
SEALED EXPANSION JOINTS
6„ BROOM FINISHED RAMP,
MAX. SLOPE 1:12
SEALED EXPANSION JOINT
BROOM FINISHED RAMP 6»
MAX. SLOPE 1:12
- - - -°- - - - - - - - - - - - - � 1/2"
° -
(D
COMPACTED SUBGRADE II r
U
#5 REBAR @ 1'-6"
DEPTH IN UNDISTURBED
_I
SEE PLAN FOR
PAVEMENT TYPE
SECTION
95% STD. PROCTOR
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
- - -
1
° a ° ' 1/2"'-
SOIL. HAMMER SHARP
,n 1 ° " ° °
° a ° ° °
END AND RECE55 FROM
SECTION
°
° °=_I
-' "'IT
III -III III= - Q
I a
TOP OF WHEELSTOP
NOTES
°• ° ^ ^ ° ° -111
°^
- -I °
-III -III _ ° a d °MUM
1 /2". (2) REBAfZ TOTAL
6' EDGE OF
1. AGGREGATE BASE COURSE MATERIALS
N N° - - 1_111-
!-ITI-!I!--Ii1-"'-
�i� iii-111!11-1�
-III_ _III _
5" THICK, 3000 ' ! _
III �_ III III-�
��
AT 1'-0" FROM EACH
<v PARKING LOT
AND PLACEMENT SHALL BE IN
5" THICK, 3600 PSI
TRUNCATED DOMES FIBER- REINFORCED
PSI CONC. RAMP =III -III -
END OF WHEELSTOP
ACCORDANCE WITH NCDOT SPECIFICATIONS
SECTION 5.20 AND 1010.
CONCRETE RAMP
BOTTOM OF RAMP DROPPED CURB
FLUSH CURB
SECTION ACCESSIBLE RAMP SECTION A -A
SECTION ACCESSIBLE RAMP SECTION A -A
NOTES
WHEELSTOP CENTERED IN
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12.
NOTES
PARKING SPACE (TYP.)
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12.
THROUGH THE RAMP AREA.
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA.
PLAN
3. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT
FLOWLINE OF THE CURB AND GUTTER.
LOADING ZONE AREA.
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND FEDERAL ADA STANDARDS.
FEDERAL ADA STANDARDS.
5. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT
OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
6. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE CURB AND
GUTTER.
GravelPavementDetail9
Accessible �Ram "A" Detail
Accessible Ram "B"
Concrete Wheelsto Detail
8 N.T.S.
N.T.S.
I 0
N.T.S.
I I
N.T.S.
Y:\charlotte\17000100S\17000142.00-Iredell_Safety-Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 DETAILS.dwg, C502 DETAILS, 5/22/2017 11:44:06 AM
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SITE CONSTRUCTION
DETAILS
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
MB 83HAL
15471 ;
SEAL
q a
L
SHEET NUMBER