HomeMy WebLinkAboutSWP2702149.20i EASEMENT LINE
4 " CRUSHED SURFACING ON COMPACTED SUBGRADE
1: 1 MAX. I
TO EXISTING GROUND
A T EASEMENT LINE
60 LINEAR FEET
CLASS 3, 24 " RCP
SEE RCP BEDDING
DETAIL THIS SHEET
PAVED TRAIL
WITH SHOULDERS
PER SECTION
THIS SHEET
ro
c,Qo�
�O
SECTION
TYPICAL STA. 0+00
TO STA. 0*98.16
5 0 5
Scale in Feet
TOP OF TRAIL
10' 10' APPROX. ELEV. 14.0
'1 - AT CUL VERT
GAB/ON WALL PER PLAN AND DETAIL H, THIS SHEET
PROVIDE I' CLEAR BETWEEN
GUARDRAIL AND LIGHTPOLE-
— APPROX. INVERT
ELEV. 4.0
MA TCH EXISTING GRADE A T
INLET INVERT APPROX. ELEV. STRUCTURE BACKFILL 5` BLEND TO EXISTING GRADE
1.5
6.0, FIELD VER/FY MIT APPROX. ELEV.
L/
FIL TER EXCA VA T/ON, P-1 CHANNEL,
COMMON LIMITS
LIGHT, LOOSE R/PRAP
SECTION
SEE SECTION A, SHEET 5
F
10 0 , 10
Scale in feet
$Wp -J' - -2.4.9
{l
{ {
EXISTING SR 405 BRIDGE {
PILES (DO NOT DISTURB) {
{
r
PA VED TRAIL
WITH SHOULDERS
EXISTING BRIDGE GIRDERS
(DO NOT DISTURB)
10'
BACKFILL, STUCTURE,
{ { LlM/TS
DRAINFILL
2' MIN.
I
PLACE FIL TER FABRIC
BETWEEN DRAINFILL AND
EARTH AT ALL POINTS OF
CONTACT
SECTION
i
5 0 5
Scale in Feet
SPL /CF
I EXISTING LIGHTPOLE PAD
' 12'- 6 " SECTION SHOP BEND TO
DIMENSIONS SHOWN. FIELD VER/F-Y.
NEW GUARDRAIL TYPE I
0 1L
6,s -
POST WITHOUT BLOCK
o = 98 30'
R= 5'
L = 8.60'
DETAIL °
5 0 5
Scale in Feet
BACKFILL, 1,
STRUCTURE
L/M/ TS 1 I r - 6 "
EXISTING GROUND
GRAVEL BACKFILL
FOUNDA TION MA TER/AL =h`
IF REOUIRED
24" RCP, CLASS 3 6" J
RCP BEDDING DETAIL
5 0 5
Scale in Feet
4 " TOPSOIL {
GABION BASKETS { {
{
{
{ {
{ EX/STING SR 405 BRIDGE -
PILES (DO NOT DISTURB)
y {
RESET CONCRETE BARRIER
COMPACT STRUCTURE BACKFILL l'ER PLAN
TO 2" ABOVE GRADE TO ACHIEVE 34" MIN.
READ GRADE ON TOP OF
(BARRIER.
2' MIN. -� -+-- 27
EXISTING GROUND
GUARDRAIL
EXISTING BOX CUL VERT
TERMINAL TYPE A �-- EXIST/NG CONCRETE BARRIER,
{ REMOVE VE AND RESET
TO EDGE OF PEDESTRIAN
TRAIL AS PER PLAN
SECTION0
5 0 5
Scale in Feet
N�
~N
�N
vW
QW
Q
Q
QW
3' X 3' GAB/ON BASKET (TYP) FIELD VERIFY HEIGHT AND LENGTH
OF GAB/ON WALL REOU/RED
DETAIL H
10 0 10
Scale in feet
D-2149I3
MIN. WIDTH FOR UNIFORM
EASEMENT LINE - 27 CROSS SL OPE
� I
2' MIN.
1'
1.• 1 MAX. TO EXISTING
GROUND A T EA SEMEN T LINE COMPACTED EXISTING GROUND
SUBGRADE
4 " THICK CRUSHED - 2" THICK ASPHALT CONCRETF�
SURFACING PA VING, CLASS B
TYPICAL CROSS SECTION
TYPICAL STA. 0*98.16
TO SW GRAD Y WA)"
5 0 5
Scale in Feet
m
0
Q
W
Q
0
0
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Z
0
W
a
Q'f
a
uj
uj
w
Q
Q
0
0
0
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Q Q W
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L1
Z
w
W
0
N MJ
3' X 1.5' GABION BASKET (TYP) ' t 4
W
O
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o
Oo
Q
W
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W
w
Q
N
O
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REVISION NO
DRAWING NO.
ESGR-3
SHEET 21 of 21