SW5210702_Plansheet - Misc. Detail_20210708 (15)

STO
____—GALVANIZED U-CHANNEL STEEL
POST TO BE POWDER COATED ROY
CROFT PEWTER
SHERWIN-WILLIAMS COLOR SW2848.
LL LD
oCO
oLL
m LLL "0 BASE, 4,000 PSI CONCRETE
OX
Co FINISHED GRADE
oLL
�3:
0
II-1I1�—III-1I-1= II —III 1—III=III—III—III—III—III—III—III—I11—III-
-ll1=W=W=W ll1=111=111=111=1J1=111=111=111�J1=111= =W=111
III —I I I� I I —III —III —III —III. I I —III —III —III —III —III —III —III —III —III —I I I
III —III —III —III —III —III —III III —III —III —III —III —III —III —I I I� I I —III —I N
III —I I� I —III —I 1=1—III ° 1=1 1=1 1=1 I —III —I 1=1 1=1 1=1 I —III —I
111=111=111=111=111=111=111 III —III —III —III —III —III —III —I I� —I
III —I I I� I I —III —I 11=1 I I —III I I=1 I I=1 I I=1 11=1 11=1 I I=1 I I=1 I I=1 11=1 1I—
II=III—III—III—III—III—III — — — — — — — — —
=1 I I� 11=1 11=1 11=1 I I —III I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I
—III=1 1=1 I=1 —III 1=1 I I A I —I I —I I —I 1 1- 1=111=111=11111=
I I —III —III —III —III III—III=1 11=1 11=1 I I —III —III —III —I 11=1 11=
11=1 I I —III —III I I —III III —III —III —III —III —III —I 11=1 I I
=1 I I —III —III III —III —I 11=1 11=1 11=1 I I —I 11=1 11=
—III=III II=111 III=III=III=111=111= —
8„
NOTE:
THIS SIGN TYPICAL AT ALL STOP LOCATIONS ON PRIVATE PROPERTY,
FOLLOW JURISDICTION GUIDELINES FOR SIGNS IN PUBLIC ROW.
STOP SIGN INSTALLATION DETAIL
NOT TO SCALE
12" WIDE PAINTED
WHITE STOP LINE
W HIGH PAINTED
WHITE LETTERS
(TYP.)
STOP SIGNAGJE AND MARKING
TRUNCATED MAX
DOME PATTERN 1:12 SLOPE
FLUSH CURB -
NOT TO SCALE
SEE SITE PLAN
FOR DIMENSION
MAX 2% IN ANY DIRECTION
AT LANDING
NOTE:
1. ADAACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADAACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
12"
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
PSI CONCRETE
NOTE:
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
OLLARD MOUNTED ADA PARKING SIGN DETAI,
NOT TO SCALE
FIN
WHITE LEGEND RED BACKGROUND
(OFF -SITE)
R1-1
36"X36"
(WITHIN RIGHT-OF-WAY & AT ALL
PRIVATE EXITS ONTO RIGHT-OF-WAY)
WHITE LEGEND RED BACKGROUND
(ON -SITE)
R1-1
30"X30"
(PRIVATE, INTERIOR INTERSECTIONS
ON -SITE)
99STOP" SIGN
NOT TO SCALE
I1
NOTES:
1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS.
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST.
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
VARIES
2% MAX. CROSS SLOPE
COMPACTED SUBGRADE (PER
GEOTECHNICAL REPORT)
rT
4" CLASS A CONCRETE
(3000 P.S.I. @ 28 DAYS)
4" THICK, COMPACTED
STONE BASE (TYPE 2a)
NOTE:
1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED
AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL
TO SIDEWALK WIDTH.
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
NOTES:
REFER TO FACE OF CURB
2-0"
6" 1 1"
1-1/2"R
•i
Qo
.9
SPILL CURB & GUTTER
RETE PAVEMENT SECTION
TACK COAT
(APPLIED AT A RATE
OF 0.2 GALLONS/S.Y.)
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
CONCRETE -TO -ASPHALT DETAIL
NOT TO SCALE
PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
2-0"
1"
N
1-1/2"R LD
COLLECTOR CURB & GUTTER
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (t1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.
5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS.
CONCRETE CURB & GUTTER DETAIL
EXAMPLE ONE
NOT TO SCALE
EXAMPLE 3
/ FLUME \
(SEE NOTE 5)
NOT TO SCALE
°0
LIMITS OF ��/ij,
PROP PVMT
(SEE NOTE 4)
0.50% MIN 0.50% MIN
EXAMPLE TWO
NOT TO SCALE
NOTES:
1. CONTRACTOR TO INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT EDGE
OF GUTTER PAN MATCHES ELEVATION AT EXISTING PAVEMENT, UNLESS PLANS AND/OR SCHEMATICS INDICATE
DIFFERENTLY.
2. CONTRACTOR TO PROVIDE GUTTER PANS (COLLECTOR/SPILL) PER GRADING PLAN. SHADED GUTTER PAN
REPRESENTS FULL SPILL SECTION, NON -SHADED IS COLLECTOR. CONTRACTOR TO PROVIDE 3 FOOT
TRANSITIONS BETWEEN SPILL AND COLLECTOR SECTIONS.
3. PLAN INTENT IS TO PROVIDE A MINIMUM SLOPE OF 0.50% ALONG COLLECTOR CURB. IF FIELD CONDITIONS
AND/OR PLAN REPRESENTATION DOES NOT PROVIDE MINIMUM SLOPE REQUIREMENTS, CONTRACTOR IS TO
CONTACT ENGINEER PRIOR TO POURING CURB AND GUTTER. BOHLER SHALL BE HELD HARMLESS FORANY
CURB AND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS.
4. IN THOSE SITUATIONS WHERE RE -GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE
EXAMPLE 2), THE CONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE
ISLAND PROVIDES 1% PAVEMENT SLOPE, PER PLAN INTENT.
5. IN ISLANDS WHERE FLUMES ARE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUME
AT THE SPECIFIED WIDTH. MINIMUM FLUME SLOPE SHALL BE 0.50%.
U
J
J
a
WO
Z
Z
W
W
3:
Z
LU
W
J
2
0
m
0
Z_
W
W W U)
Z W
U Z5Zcn2
WC92U-U�
(�ZW WU)�W
Z>-U~0a�(n
H W Q= W Z
>zoWU)0
U 5 2 Q Q z Q
o C) 13�
U Z U~ 2 0
z J U) U)Q � z Z
d Q �
> J �
U
W
H
U)
REVISIONS
REV DATE COMMENT
Know what's below.
c111 before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
O c`
0
_LLo
��
o
DRAWN BY �
FOR REVIEW
PURPOSES ONLY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NCR211056
DRAWN BY: SJK
CHECKED BY: CEY
DATE: 7/2/2021
CAD I.D.: CNDS-0
SITE
IMPROVEMENT
PLANS
FOR
GFD MANAGEMENT INC.1
LOUISBURG ANNEX
LOUISBURG PLAZA
RETAIL WAY
FRANKLIN COUNTY
LOUISBURG, NC 27549
BOHLER#
BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
NC@)3ohlerEng.com
SEAL -:
485
NG Ia
/21
SHEET TITLE:
SITE DETAILS
SHEET NUMBER:
C-901
N
N C,
0 �
n
Lm
HEADER CURB DETAIL
NOT TO SCALE
EXAMPLE THREE
NOT TO SCALE
ORG. DATE - 6/23/2021