HomeMy WebLinkAboutSW3220304_Plansheet - Misc. Detail_20220629 (5)Vol
G*�
Qw
Qw
Qw
10!
000
(1.6" TO 2.4")
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
(1.6" TO 2.4")
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O
�J
�
�J
�
O O O O 0 O O 0 O O O O O O 0 O O 0 O O 0 O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
"per
,0
O O O O
4'-0" MIN. (VARIES WITH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW
PG
PG
NOTES: TRUNCATED DOME SPACING
Q
v
v
`
1. ALL DETECTABLE W N&DEVICESSUSEDDINN NIEWNCONSTRUCTION)INSHALLUBE3 OFUA RIDG&IIPRIECASTa ORUEMBEDDEWED
PRODUCT APPROVED BY THE COUNTY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS
WITH PRIOR APPROVAL OF THE COUNTW ENGINEER' FORE MATERFALETYPIEEANIDDINSTALLAT[ONN(lpE.RESURFACING);).
1�
2. WIDTH OF DETEC'T)ABLEEWARNWGI AREA4,SHALLEBEEAAMMNIMUMMOFE44FEElETANDIEVARr)WITKVIDWOFDIRAMPF P.
3. LENGTH OF DETECTABLE WARAIWAREAASMALLEBEE22FEETTREGARDLESSSOP FSECTION)NNIDTHCH.
4. DETECTABLE WARMNQI;A CANNBEESQUAREEWHEREEUSE[YaNIA4 CURBEFRADAJSUS.
5. DETECTABLE WARMNQI; DOM LESS SHALLE BEEALIGNIEDDONNAASQUAREEGRIODIN NTHEEPREIBOMIINA tTIDIRECTIOINEIOFDF
OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. 0 0 2"
6. DECTECTABLIEEN NIN�AREA4,SHAELEBEECOLORE[1DBI1AXXG T`IIALLELOCATIONSNS.
7. IF PAVERS ARE TO BE U J, PA'VERSE SMALLS BEE 65"THWKKANDIDCASTSFR0WZOW(osj 9CONJCRETd£TE.
0 9"
8. MATS ARE TO BE RIGID WM+ TURDN DOW EDG 1ESS EMBEDDEDDINNCONCIRETL770TEELIMINATETTRTIPIFHAZARWD.
TRUNCATED DOME SECTION
TRUNCATED DOMES N.T.S. ;3
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10—FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1 /2" SHALL BE OBTAINED,
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90—FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
Pvv
Pvv
6. TOP 6" OF SUBGRADE BENEATH THE CURB SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
7. DETAIL MAY BE USED FOR PRIVATE DRIVES, PARKING LOTS, AND INTERIOR CIRCULATION DRIVE.
PGA
PGA
"
3" RADIUS 1/8 RADIUS
-III IT I 1 I-1
IMIMIMI1
-El ,.1
d.. '• 4 _III —I � 1-1 I I —I � I —I I
PAVEMENT :.":: I I M I M I M
I -
a:
d..
VERTICAL CURB ISLAND N.T.S. 2
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
12" MIN.
SPACING TYP.*
1;711
e e e e GENERAL NOTES:
36" MIN. SPACING TYP.*
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
V�
V�
MET.
6" OVERLAP
� IN SLICE 3. SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
PGV
PGA
::,;: 4. THE DETAIL SHOWN IS FOR SLOPE
,_`. MATTING. FOR CHANNEL OR PIPE
;::,' `
OUTFALL MATTING SPECIFICATIONS,
S
,[
,[
WATER TABLE PLEASE REFER TO NCESCPDM
:.•' ' STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
NON —WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL CJS DTL. #30.20 KT 1
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
+
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
p+ 704 376 1555 f+ 704 376 7851
url+ www.colejeneststone.com
A.M. KING
1610 EAST MOREHEAD
SUITE 200
CHARLOTTE, NC 28207
ALDI
EAST SPENCER
IN -BOUND TRAFFIC
IMPROVEMENTS
1985 OLD UNION CHURCH ROAD
EAST SPENCER, NC 28146
SITE DETAILS
Project No.
4773
Issued
12/10/21
Revised
02/11/22
CLIENT REVISIONS
03/7/22
CLIENT REVISIONS
3/18/22
AGENCY COMMENTS
6/24/22
NCDEQ COMMENTS
v •.RP ORq
SEAL
m F-1409
p C-596 =Q;'
�Th'CARO�.:
.did
•CARO��''�.
DES S
25163
%. LNG I NE�� ••��•�:
ODD ••�.\�,���.
��►►►n I i �06/24/22
O
Cm804
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk
Southeast, LLC.. The reproduction or unauthorized use
of the documents without consent of Bolton & Menk
Southeast, LLC. is prohibited.
OBolton & Menk Southeast, LLC. 2021
C