HomeMy WebLinkAboutDurston Road Improvements - Flanders Creek Subdivision r OF NL1Vlgq�
1 1� �A o 4Y e ARK A.
11 OPE SPACE 1\ - 0 ii N s eR
rc y:
11 30.8 Ft
s
N 0.7 Cre v Fn sue'
\ y1 Sheet 1 of 6
\ 1
h 1 EDESTRIAtJ \ REFLECTOR POSTS C O m EE
$ 1 RIDGE
• r^ C
$o P.O . - - $ A 8 8 _ >s cm
Durst 9L Road ` a
FFn q�l a 1 U
PLAN VIEW
SCALE: 1"=50'
4760 - -- ---- ---- ---- - - z
FOR DETAIL REFER TO 11. T.B.C. ALONG DURSTON G a QI
.93% j-, a/
2.1 y,.
SIDEWALK TYPI AL ROAD S CTION `�0 A
4750 -r
IFIED ROAD SECTION A✓.�C] O
EXISTI G 36' x 58 1/2" ARCH CULVERT
UNDER DURSTON R A
DATUM ELEV BRI E LOCATED 3.0' ABOVE
4740.00 iNG-s -
�n a n Io m Lq
GO m
a a a a a v a v a a
0+00 1+00 2+00 3+00 4+00 5+00 6+00
PLAN AND PROFILE
E7.0 SCALE: (1"=50'-0"
z
HORIZONTAL) (1"=5'-0" VERTICAL)
O
DURSTON ROAD EASEMENT DURSTON ROAD EASEMENT Q1
EASEMENT EASEMENT UNE OL LINE a
LINE `E LINE 1
50' ROW FUTURE ROAD 50' ROW _�_ FUTURE ROAD
18.0' 11 6.5'1 12.0' j 12.10' 14.0, 1.0,_.F 0.1 18.0, 6.5' 12.0' 12.0' 4.0'
BOULEVARD IK RIVE LAN BOULEVARD IK RIVE_LAN
0.5'
1/4"/FT 0. 39. i 3R
3R � �\ GORE SIDEWALK O
SIDEWALK EXISTING 4" ASPHALT CONCRETE �p EXISTING
COURSE
CONCRETE
�p SURFACE COURSE NEW CURB AND GUTTER
GRADE NOT LESS THAN 4:1 EXISTING 3" CRUSHED BASE COURSE
EXISTING 3" CRUSHED BASE COURSE 3" OF 1 1/2" MINUS (1" MINUS)
NEW CURB AND GUTTER (1" MINUS) CRUSHED GRAVEL BASE
3" OF 1 1/2" MINUS EXISTING 24" SUBBASE (6" MINUS) COURSE OVER 24" OF EXISTING 24" SUBBASE (6" MINUS)
CRUSHED GRAVEL BASE 6" MINUS PIT RUN W
COURSE OVER 24" OF UNDER CURB AND GUTTER EXISTING WOVEN GEOTEXTILE FABRIC Q
6" MINUS PIT RUN EXISTING WOVEN GEOTEXTILE FABRIC
UNDER CURB AND GUTTER WOVEN GE F ABRIC MM
WOVEN GEOTEXTILE FABRIC MATCH EXISTING
G ASPHALT F+I
(SEE NOTE 5 BELOW) NOTES:
MATCH EXISTING ASPHALT 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528-1
(SEE NOTE 5 BELOW) RESIDENTIAL DRIVEWAY APPROACH. UNDER CURB AND GUTTER
UNDER CURB AND GUTTER
NOTES: 2. SIDEWALK AS PER C.O.B. STD. DWG. 02529-15.
1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528-1 3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC. 02223.
RESIDENTIAL DRIVEWAY APPROACH. (TOPSOILING & SEEDING ON CUT & FILL AREAS ON
2. SIDEWALK AS PER C.O.B. STD. DWG. 02529-15. PROPERTY SIDE OF SIDEWALK)
3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC. 02223. 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE
(TOPSOILING & SEEDING ON CUT& FILL AREAS ON CONDITIONS AS REQUIRED BY ENGINEER.
PROPERTY SIDE OF SIDEWALK) 5. SAWCUT EXISTING EDGE OF PAVEMENT AND PROVIDE 4" ASPHALT SECTION
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE BETWEEN CURB AND EXISTING PAVEMENT. ALSO PROVIDE A 3" CRUSHED
CONDITIONS AS REQUIRED BY ENGINEER. BASE COURSE SECTION (I" MINUS), A 24" SUBBASE COURSE
5. SAWCUT EXISTING EDGE OF PAVEMENT AND PROVIDE 4" ASPHALT SECTION SECTION (6" MINUS) AND WOVEN GEOTEXTILE FABRIC.
BETWEEN CURB AND EXISTING PAVEMENT. ALSO PROVIDE A 3" CRUSHED
BASE COURSE SECTION (1" MINUS), A 24- SUBBASE COURSE
SECTION (6" MINUS) AND WOVEN GEOTEXTILE FABRIC.
Dravring Date: 11/6/09
MODIFIED DURSTON ROAD SECTION n DURSTON ROAD SECTION
E1.0 SCALE: NTS E1.0 SCALE: NTS
RECORD DRAWING ElmO
U/6/09
#051�9
i
N
PEDE I BRIDGE BY CONTIIEWAL
OB•.B•> Sheet 2 of 6
SLOPE 41 TO E]BSIEID GROIN
BE-SMI F%GVATED NSA SIDPE 1:1 ro Blmlxc<mOUMD 5 eD GO t0 8
l_ I TN 9IwS a N%mt]�r
Il a e
N ��
RWb11EIN FROM 8' (F16X 9APE WIO T TOPSX pm_
SDEM"TO 8'BADCE(T9) AM M'Ow0-YFD BO1X SEES) V
0 W a
KB51 ld(WNl 1 VQSA lON wN1 .
15b'ro EDG:i 3�
1�
Nc wNi;
W
-EocE OF aLVFhrrl FGy SLOPE�,
1 (36'. SB) '' COE I 4:1 TO WNL
Y iLL BBIID CWB Y FLL WIND CURB
ASPWT Q �(
O
1_
I z
I aA �
- -- 4760 v�
,\x����� �r47
750.47L OPOFSI ALK) l-< ") S "OWE(1.939) Tl
3'CIF Yt TO fro1TOM E%RlWO OiADE
E%51TND CINNNEl 747.8
— MOM
b', h�
CREEK C NNEL 743.3
VIAM]•-5'
D TUM ELFV
4735.00 1 +00 1 +50
00 �BRIDGE PLAN AND PROFILE 00 Drawing Date: 1116109
� E1.1 SCALE: (1"=10'-0" HORIZONTAL) (1"=10'-0" VERTICAL) �
RECORD DRAWING Elml
ll/6/09
#05189
Sheet 3 of 6
1 + 00 ( RIGHT OF BR DGE ) ` m"8c
mw
� yE o] N4756 04756 2.0° TYP c m�0
SIDEWALK P a
4752 4752
4748 4748
—40 —20 0 20
0
PEDESTRIAN BRIDGE CROSS SECTION 'W
EL4 SCALE: (1/4"=1' 0" HORIZONTAL AND 1/4"=1'-O" VERTICAL) �/ W
U
z
� o
aA
� L
0
0 + 30 ( RIGHT OF BR DGE ) �
U �
SWALE TRANSITION4756
� N
4756 TO WALL — 2.0' (TYP)
DURSTON
4752 4752
4'.
4748 4748
—40 —20 0 20
.PEDESTRIAN BRIDGE CROSS SECTION Drawing Date: 1116109
E1.2 SCALE: (1/4"=1'0" HORIZONTAL AND 1/4"=1'-0" VERTICAL)
RECORD DRAWING Emm I m 2
U/6/09
0 + 25 ( RIGHT OF BR DGE ) Sheet 4of
C
E S c
4756 ERSA-LOK WALL 2.0' (TYP) 4756 /►� 2 1�
4752 LOPE DURSTON 0
4752 U c
m�a
W
4748 NOTE: ONE COURSE OF BLOCK SHALL 4748
i 3!
MANUFACTU R'S RECOMMENDATION '
—40 —20 0 20
PEDESTRIAN BRIDGE CROSS SECTION
E7.3 SCALE: (1/4'=1'0" HORIZONTAL AND 1/4"=,'-0" VERTICAL) W U
E2
W
U
z
� o
aq
0 + 10 ( RIGHT 0E BR DGE )
4756 4756
ERSA-LOK WALL 2.0' (TYP)
COPE DURSTON
4752 4752
1
O
4748 4748
—40 —20 0 20
PEDESTRIAN BRIDGE CROSS SECTION
E1.3 SCALE: (1/4"=1' 0" HORIZONTAL AND 1/4"=1'-0" VERTICAL)
Drawing Date: 06/26/06
Elm3
#os ae
Sheet 5 of 6
0 + 10 ( FEET OF BR DGE ) ` m��
I mmml;
E.
4756 4756
2.0' (TYP) VERSA-LOK WALL r.� "E
4752 DURSTON SLOPE 4752 I �N
Una
�ge
co
W �
4748 4748
—20 0 20 40
PEDESTRIAN BRIDGE CROSS SECTION OZ�!
E1.4 SCALE: (1/4"=1'0" HORIZONTAL AND 1/4"=1'-0" VERTICAL)
V
I
z
� o
0 + 25 ( FEET OF BR GE ) aA
4756 4756
2.0' (TYP) VERSA-LOK WALL
4752 DURSTON SLOP 4752
w
4748 4748 p
—20 0 20 40
PEDESTRIAN BRIDGE CROSS SECTION
E1.4 SCALE: (1/4"=1' 0" HORIZONTAL AND 1/4"=1'-O" VERTICAL)
Dravreng Date: !f16109
RECORD DRAWING Ell■4
iv6/09
#05189
Sheet 6 of 6
0 + 30 ( FEET OF BR DBE ) I OF
cn
4756
4756 '
2.0' (TYP) f
4752 DURSTON SLOPE c
4752 Ll
C
8 8 8
4748 4748 '
-20 0 20 40
PEDESTRIAN BRIDGE CROSS SECTION
E1.5 SCALE: (1/4"=1' 0" HORIZONTAL AND 1/4"=1'-O" VERTICAL) z
0
W U
U
z
� o
0 + 7S HA S
( EERY OF BR DBE ) �
0
4756 4756
2.0' TYP
4752 D—ON SLO 4
4. 1 752� 1 � N
4:1
4748 4748
-20 0 20 40
BRIDGE CROSS SECTION
zPEDESTRIAN _
E1.5 SCALE: (1/4"=1'0' HORIZONTAL AND 1/4'=1'-0"VERTICAL)
Drawing Date: 11/6/09
RECORD DRAWING Elm5
1L6/09
#05189