HomeMy WebLinkAbout830-167TCH BA SIN EXIST, SURFACE
BETE PIPE
STA 0 +00 :
RIM 7959.03
7960 .......... I .......:...
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- : 0 . , : e,, , �, . • > •, ., 1 +75 STA. -
..
- - X235.,,.,, �••::::....STA1... ST STA: .....STET:
/N ..
�_ _ BEGIN NEW CURB &GUTTER - - - - - - °- .� �0 STA.
C
_ ., _ y .:. ,. -
LINLETrS &G) PAN CONSTRUCT /ON. ....< - � O..t75...... .. .. ..... . . . ..... ................................. +37.50
_ m
- - -- - _ - \
1 +00 1 +2146 \ \
EMOVE EXIST, C &O PAN NORTH OF - - - - - -
NOR THEDGE MATCH NEWC&G BEGIN TRANSITIONING .....: - - - - - - - - - - - - - =---- - - - - -- - - - - -- - - - -- BE G -- 4.�•�g4:: ,.
To EXIST CURB AND 1NL£r FLOWL /NE FROM GIN TRANSIT /ONIN _ \ /
`. . NEW.. GUTTER PAN FLOWL /NE FROM
% sra o +oo, FL 7s58o3t APPROX. CONVEYING TYPE TO NEW GUTTER PAN \ \\•=
COLLECTING TYPE TO
N 13285.3_6 CROSS- SL'OPE.. p OP.'
CROSS -SLOPE ® 09 HP 7.54 EX /ST.
CONVEYING TYPE AT �.%
E 14547.67 1 - -- „ STA: 0 +57.36; FL 7958.46 7956 .. LA OF GIBSON COLLECTING TYPE AT -�� ¢ ��. i
., foot STa• 1 +7293; FL 7958.08 PEDEST
O.Offt /ft (1/8 per foot), sTA, o +7s. S
SAWCUT AVE, O.Olft /ft (118 per t - - RAMP
N 13264.50 ^ TA: 1 +00: (/ p
Set C Raba-& E 14542.02 S
^ : STA: 0 +40.69; FL 7958.33 - _�- - ! 01S 15622 LINE o/s fs.'L TA: 1 +73.9 FL 7 958.09
_ J
....\ • I S DR 1C Ocp 58.43 SAW UT 11 : II 582 _ 03 0(58.17 _ - - - - - -
Flast "
\ - _ �-- - - LINE - { � :STA: 0 +50,' _ STA. 1 +21.46. .... .....
-IN _
O y p o/s B.Ba2 O/S 12.392 SAWCUT
SM 1 +37.50•
5
, � " ' ... ., ..: � : -. .: .,• .. , . •' ., ,.. nr • O � B�"G!N` CU`RB''GUT L /NE
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' 37A: 1 +94,61
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. 9
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- - a- IX 58.24 ; O S 2.85'L
-. , , , _ , .ASP :HA , .. , ,• .'• " - .....
i.._, 0(56 .10 ... . , ,> ... ., ._ � , , • :'. ,' ,- , - "' 2 +01.92 GRADE BREAK
� � .. : ,. :: .' � ° a � 'Oat -
S _
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,. ., ., r.,. ". ., '.:. .p a .'max ... r , 7y{t , .. .,. :' ._ _. � fL
, .. . .... . . ... . :: °. ..' .:� .. �e +.,PR "�-,- � STA: 2 +10.98
,.. ., . / /t .,. , : .: r ... :. '.' '1 .✓ i.7. • <z:,.. m �� �.:ai iT °" .� ,•-- -
TBC 58.91
fr r:
8.571
.., .. .. ., .>:. ° .6. F9 F .£.:," Y. .. .. ^3 ( ,Y. lYr..
.:. , ....:, .�.
EDGE OF NEW .G
e <Rr
� .. .. ., e >.,, .. a. 7... ..>z.£ ..... +,.x ->..,.
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., ... ...> , . �. SAWCUT
��8 e, .�.s:�c: 3.r. -: e.vt�F ,...: K � ,.`h. .. 0. =%5.l'� i3�� "? r�M: =:. , i�`.�>.33�.`- '";.. I . r'� .� ° 1.4 '.�.^e'>
O 58.-
m h l y Z, ° e . Y.." .?.n,A. L "ki.J"•,nr.;�! ..wyt�:u�„ A ° N e
k ° o , e s LINE
cn a ° g y , .. GR v o . < TO e >ILfC
.' ,.,,.,., ,,.. y ° :. °: °. e.. 19 ,e ,° °' °'• e ^ - y1T - UE - P �'e , $8.2 PE7F. �GK O S,SID
;d.` K 4. - a - ' ° e UE UE�t O ,g CURB
S7a• 2 +12.99
STA: 0+84.85 a . A ° , 4.5 O' N S UE' . °
3 - .e 7. ° 6 8.6X n /, \ z TBC 58691
° °; IJE
aw MATCH NEW CONCRETE ` as7 mss BACK OF SIDEWALK sa. , +7739 v ss.o1 eS sra 2 +2o.2s
... ........g96p•......... Iy,i �" R 58.81
- - - - - - - - END CURB CUT, M.08 .os
9.84. e IBC 5e94
SIDEWALK TO EX /ST. LP ve p
FULL CONVEYING E ..... A 1 +37. E BREAK sr$2 +22.x2 l /
GRADE BREAK VP/ °- e
sr So.
NEW C &G STA: 1 +94.61: " o rec Ss 9s /
/ BACK OF NEW GRAD �,• : o FL 56.86 i
3T 0+61 4 SIDEWALK 16' <.\ - BEG /N AD
PEDESTRIAN RAMP
GRAPHIC SCALE \ DRIVEWAY 58 �ss9 .'. TA: .
f
L
y 58
BY ..
59.08 S .......... I
10 G s (G zG 40 OTHERS MATCH NEW esw
59.21
CONCTETE TO 1(
............7959 '°T esw ° s END ADAAG PEDESTR /AN RAMP /
/ \ EX /STING EDGE 2f gj 969 n I' I /
IN FEET) �:, �\ / ''� FZ 59.10 // f/
PEDESTRIAN
VAULT 1 inch = 10 ft. \ ° / 2 - STA: 2 +31.92
OF ELECTRIC
R4 /SE VALVE $/
a \ • • / BOX 0.2' �' / STA: 2 +37.92. / / j� / (APPR
P
,orr OX.
'- • •..... (_J1
) / / Q �� / /•/ LOCA770N)
2 "
FLOWLINE LINE TABLE
LINE
LENGTH
BEARING
L 1
16.25
NO> 26'I3'E
L2
7.46
NI3'JJ'J6 "W
L3
57.57
N18'03 06 "W
L4
38.08
N23'14 28 tV
L5
8.68
N14'44 51 "W
Z
W
Q)
O
W
\ .. .......
..... . . ..... \\
HIGH PO /NT ELEV = 7958.63
0 +84.85
- PROPOSED FLOWL /NE H/GH PO /NT STA =
PV/ STA = 0 +84.80
PV/ ELEV = 7958.66
....... ............................... ..............�
K = 13.35 SOOT Y EDGE-
FLOWLINE CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
50.00
3.92
1.96
3.92
N15'48'21 "W
429 JO"
C2
655.18
59.34
29.69
59.32
N20'38 47 "W
5' 11'22 "
C3
20.50
3.04
1.52
3.04
S18'5940'E
8'2936"
C4
25.07
42.97
28.95
37, 90
S34 21 '47 "W
98' 13'17"
H OR/VEWA
Sra• 1 +21.46,• £L 7958-T9
20.00' VC -
/NV OUT 7954.21 _ R a
/
/
II /
4X EL 7959.53
PR EL 7959.73
9 so.......... f
REPLACE EX /STING -
C &G AND CONSTRUCT -
NEW SIDEWALK PER :
PLAN VIEW ELVAT/ONS-
: LOW PD /NT ELEV = 7958.08
VP/, GRADE BREAK AT LOW POINT STA = 1+77.36
WORTHbRlWWAYEDGE .••
AD<I, VER77C4L CURVE Nor PV/ STA = 1+80.93
NECESSW PW ELEV = 7958.05
STA: 1 +37,50,• ¢. 795827 • A.D. = 1.91
- 0.509' K = 7, 85 1.419
�
o
• h o+
PIPE
O
m
15" CONCRETE
E
\r
INV OUT 7954.85
m
' m
/NV OUT 7954.21 _ R a
/
/
II /
4X EL 7959.53
PR EL 7959.73
9 so.......... f
REPLACE EX /STING -
C &G AND CONSTRUCT -
NEW SIDEWALK PER :
PLAN VIEW ELVAT/ONS-
: LOW PD /NT ELEV = 7958.08
VP/, GRADE BREAK AT LOW POINT STA = 1+77.36
WORTHbRlWWAYEDGE .••
AD<I, VER77C4L CURVE Nor PV/ STA = 1+80.93
NECESSW PW ELEV = 7958.05
STA: 1 +37,50,• ¢. 795827 • A.D. = 1.91
- 0.509' K = 7, 85 1.419
SCALE- 1" = 10 HORZ.
I" = 2 VERT.
15. 0o' vc
�
o
m
SCALE- 1" = 10 HORZ.
I" = 2 VERT.
15. 0o' vc
VP/, GRADE BREAK -
STA• 2 +10.98,• EL 7958.57-
EXIST. GRADE
2.55%
EXIST GRADE
VP/, GRADE BREAK :
STA 1 +94.61, a 7958.25
STORMWATER FLOW DIRECT /ON
NEW CONCRETE SIDEWALK
: NEW CURB & GUTTER
ASPHALT TO BE REMOVED &
C = J REPLACED
EX /STING CONCRETE SIDEWALK
EX /STING ASPHALT PATH
: EX /STING
-� /HE UNDERGROUND
ELECTRIC
X SPOT ELEVATION
VPI, GRADE: BREAK 58 7 iX IXISTTNG GROUND /ASPHALT
STa• 2 +37.92,• EL 7959.30 q NEW FLOW LINE
TBC TOP BACK CURB
PR EL PROPOSED ELEVATION
PR EOA PROPOSED EDGE OF ASPHALT
HP H10H POINT
LP LOW POINT
h
.................. ...............................
U
li
: : : EXISTING CENTERL /NE ELEvA770N
F/N /SHED CENIERL /NE ELE:VAT /ON
-4°
NR RN Naj N N N ai
h� stn h� ht h ) L6 hh hL6 h h
on rn o,� rn rn rn rn o,� rn rn rn
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50
PRELIMINARY SCHMUESER GORDON MEYER
NUM- REVISION DATE BY job No2OO4- 3Z6 -OO1 2
805 SOUTH AVENUE 8ER y TL 8 ' C1
118 W. 6th Street, Suite 200 1 Subdivision agreement comments addressed 04/25/06 TLB Drown b
N GIBBON A VENUE
Glenwood Springs, Colorado 81601 2 Public improvements redesigned 8 -15 -07 TLB ° g
FOR ROAD EXPANSION Dote: 012 %5
(970) 945 -1004 FAX (970) 945 -5948 i
CONSTRUCTION SCHMUESER I GORDON MEYER Aspen, Colorado (970) 925 -6727 ASPEN, COLORADO OC.• PE OF 2
E N G I N E E R S & SURVEYORS F - mail' P.I1ninp.P.re.q(im- in(:./`Oro File: G1B- AVE- BOEH -TOPO
0
N
/END C &G REPLACEMENT IN
ADDITION TO SIDEWALK
/ CONSTRUCT /ON /
/ STA: 2 +37.92,• N 13500.99,• E`14509.831
/ fL 59.25
/ TBC 59.76
I ............... • ': / //
1
•
�
o
m
VP/, GRADE BREAK -
STA• 2 +10.98,• EL 7958.57-
EXIST. GRADE
2.55%
EXIST GRADE
VP/, GRADE BREAK :
STA 1 +94.61, a 7958.25
STORMWATER FLOW DIRECT /ON
NEW CONCRETE SIDEWALK
: NEW CURB & GUTTER
ASPHALT TO BE REMOVED &
C = J REPLACED
EX /STING CONCRETE SIDEWALK
EX /STING ASPHALT PATH
: EX /STING
-� /HE UNDERGROUND
ELECTRIC
X SPOT ELEVATION
VPI, GRADE: BREAK 58 7 iX IXISTTNG GROUND /ASPHALT
STa• 2 +37.92,• EL 7959.30 q NEW FLOW LINE
TBC TOP BACK CURB
PR EL PROPOSED ELEVATION
PR EOA PROPOSED EDGE OF ASPHALT
HP H10H POINT
LP LOW POINT
h
.................. ...............................
U
li
: : : EXISTING CENTERL /NE ELEvA770N
F/N /SHED CENIERL /NE ELE:VAT /ON
-4°
NR RN Naj N N N ai
h� stn h� ht h ) L6 hh hL6 h h
on rn o,� rn rn rn rn o,� rn rn rn
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50
PRELIMINARY SCHMUESER GORDON MEYER
NUM- REVISION DATE BY job No2OO4- 3Z6 -OO1 2
805 SOUTH AVENUE 8ER y TL 8 ' C1
118 W. 6th Street, Suite 200 1 Subdivision agreement comments addressed 04/25/06 TLB Drown b
N GIBBON A VENUE
Glenwood Springs, Colorado 81601 2 Public improvements redesigned 8 -15 -07 TLB ° g
FOR ROAD EXPANSION Dote: 012 %5
(970) 945 -1004 FAX (970) 945 -5948 i
CONSTRUCTION SCHMUESER I GORDON MEYER Aspen, Colorado (970) 925 -6727 ASPEN, COLORADO OC.• PE OF 2
E N G I N E E R S & SURVEYORS F - mail' P.I1ninp.P.re.q(im- in(:./`Oro File: G1B- AVE- BOEH -TOPO
0
N
/END C &G REPLACEMENT IN
ADDITION TO SIDEWALK
/ CONSTRUCT /ON /
/ STA: 2 +37.92,• N 13500.99,• E`14509.831
/ fL 59.25
/ TBC 59.76
I ............... • ': / //
1
•
ASPHALT SAw ! MATCH-NEW
CL 58.65 CUT LINE CURB TO
i IX
EXISTING SURFACE EP 58.45 WC 58.69
Q: GRADE .
4.OX ,f PR Gf�40E
�_ --- -- -""- -- 58 63
REMOVE AND
. I REINSTALL' 4' STRIP .
OF ASPHALT PER
COA STANDARDS I
La'IST.
EDGE -OF- ASPHALT >
. £EOA• 58.24
20
STATION 0 +00
HORIZ. SCALE: I"= 4'
VERT. SCALE: 1 " = 2'
SURFACE
REMOVE 11.3' STRIP
OF ASPHALT PER
ODA STANDARDS
INSTALL ' 13.6' O
ASPHALTPER COA i
. STANDARDS.
7960
Ci7
7960
i
n
NEW 5'
SIDEWALK
.
29
\-IX /ST. FLOW LINE
EFL 58.03
IX /ST STORMWATER
INLET AND LATCH
BASIN
IX /ST.
EDGE -OF- ASPHALT ' '
EEOA 58.20
FL 58.59
CL 58.22
. . EX. GRADE PR. GRADE . .
02X t 24X t
-�� -
. • EP 58.55
. , NEW CONVEYING .
. O .
20
STATION 0+75
HORIZ. SCALE: 1" = 4'
INERT. SCALE: 1" = 2'
SEE
. EXIST. . CUTOUT
EDGE -OF- ASPHALT THIS
1 E£OA 58.01 SHEET
. CL 57.97 Ep a.01 ( . FL 58.27 -\
EX. GRADE ( EX. CRADE P ..2 E
0.5X t 3.1X _
.
REMOVE 4' SIR /P
OF ASPHALT PER
. i . CAA STANDARD$ : I tP 58.73 .
INSTALL 6.2' OF
ASPHALT C04 {
. STANDARDS. '. NEW CONVEYING',
• C &G
STATION 1+37.50
HORIZ. SCALE: I " = 4'
VERT. SCALE: I"= 2'
n
IXIST.
EDGE -OF- ASPHALT
. FZD4 58.42 .
EP 15824
. . CL 58.02
EK GRADE` ( P 459
E
. 37Xt;
. '. FL 5!
REMOVE 4 'S7R /P
. OF ASPHALT PER . (•. ,
C04 STANDARDS.
NEW COLLEC77NG
C&0
PRELIMINARY
NOT
FOR
CONSTRUCTION
20
STATION 1+94.61
HORIZ. SCALE: 1 " = 4'
VERT. SCALE: 1" = 2'
01061
Mo
m
SCHMUESER GORDON MEYER
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(970) 945 -1004 FAX (970) 945 -5948
SCHMUESER ( GORDON ( MEYER Aspen, Colorado (970) 925 -6727
E N G I N E E R S & SURVEYORS F -tT qW P.nninP.PI(7d R401 -in( nom
R
IXIST.
EDGE- Qf - ASPHALT
EEOA 58.08
5817
. fl- 58.65 --,
IX GRADE"
PR. GRADE
O., f 2 4X t
. EP 58.51 . .
NEW CONVEYING
O &G •.
20
STATION 1+00
HORIZ. SCALE: 1" = 4'
VERT. SCALE: 1" = 2'
.
BY
04125106
EDGE -OF- ASPHALT
8 -15 -07
EE04 58.01
'
I L 5
' C 7.99 £P 57.93 •
a . � 27
• I
PR. GRADE
EX. GRADE
i 39Xt
. 0,5Xt
-p.c .
-"' REMOVE 4' STRIP
I OF ASPHALT PER
• ': I
.
I I COA STANDARDS.
r I EP 58. '
.
INSTALL 6.2' OF
ASPHALT PER 004
`
I
. STANDARDS.
.NEW CONVEYING r.
r•�
STATION 1+50
HORIZ. SCALE: I " = 4'
VERT. SCALE: 1" = 2'
M /N. -
ASPHALT
ALONG
AVENUE i
ASPHALT
MIN. 4' w
ASPHALT PA
ALONG GILTS
AVE7IUE. MIN.
ASPHALT DEf
2' CLASS 6
AGGREG4 X
LEVELING COU
EVS77NG SUBGRAD£
OR SASE COURSE
10?
Of
5
805 SOUTH A VENUE
ASP COLORAD
3G n G� p
NEW 5'
SIDEWALK
2X
6C 59.05
0
59.15
(
NEW 5'
SIDEWALK
��
-78C 58.71
58.81
IX /ST SEE
EDGE -OF- ASPHALT • CU7'Ol/T_
EEOA 58.02
THIS
SHEET
fL 5839,
PR. GRADE
2 3X t
EP. 58.35.
•, NEW CONVEYING .
C&G,
20 .
STATION 1+21.46
HORIZ. SCALE: 1 " = 4'
VERT. SCALE: 1" = 2'
EXIST.
EDGE -OF- ASPHALT
EED4 58.04
PR. GRADE
25Z t
EP 58.05
I
CL 57.80 EP
U. GRADE
.1. 1 .
REMOVE A
OF ASPH
COA STA
INSTALL
. ASPHALT !
IX /ST.
EOCE:OF-ASPHALT.
£E04 58. NEw 5'
SIDEWALK r
2X
PR. GRADE
1.9X t -
:79C 58.90
SP 58.47
fl .40
NEW COLLE077NG
C &G
20
STATION 0+50
HORIZ. SCALE: 1 " = 4'
VERT. SCALE: 1" = 2'
CL. 5$.07.
fX. GRADE i
1.OX t
-� 58�
REMOVE 8.2' S7RIP
OF ASPHALT PER
COA STANDARDS
INSTALL 110.3 OF _�
ASPHALT PER C04
STANDARDS.
[5161
n
CONVEYING C&G
4" THICK (SEE DETAIL THIS SHEET)
CONCRETE \
SIDEWALK
EXPANSION JOINT I
1
0
3 j$
• � IXlS71N6 _SL/RFACE
DRIVEWAY
1 112" e n • r
• 1 .
4" THICK CONCRETE
DRI"AY DETAIL
NTS
IM
ER REVISIO
_ _
1 Adde to Origina Sh to Origina Submittal)
2 Public improvements redesigned
DATE
BY
04125106
TLB
8 -15 -07
TLB
�CL 56.29 FP W.
EX CRADE
5834
• REMOY£ 4-' STRIP,
OF ASPHALT PER
caA STANDARDS.
. INSTALL ¢.8' OF
ASPHALT'PER
STANDARDS
NEW CONVEYING
Cd•G
59.00
NEW 5'
SIDEWALK
2 ---12
4C• 585. 7
NEW 5'
SIDEWALK
58.59
58.67
58.69
20 40
STATION 1+75
HORIZ. SCALE: 1 " = 4'
INERT. SCALE: I"= 2'
CONCRETE FLATWORK NOTES:
1. CONCRETE CONFORMING TO CDOT CLASS D SHALL BE USED FOR ALL FLATWORK
CONSTRUCTION. ALL SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4; MINIMUM
THICKNESS TO BE 8' FOR ALLEY RAMP AND REINFORCED SECTIONS.
2. RASE FOR F7A7WORK SHALL BE AT LEAST 6' OF CDOT ABC CL -6 COMPACTED TO 95X
OF MODIFIED PROCTOR DENSITY W1TH/N 2X OF OP77MUM M01S7URE USING ASTM D -1557
METHOD C' OR 314' CRUSHED SCREENED ROCK. SUB SASE SHALL BE SCARIFIED AND
RE- COMPAC7ED.
3 COARSE BROOM FINISH SHALL BE PROVIDED PERPENDICULAR TO 77-IE DIREC770AI OF
PEOES7RIAN TRAVEL ON SIDEWALK AND RAMPS AND PERPENDICULAR TO THE DIRECTION OF
WATER FLOW ON CURB AND GUTTER.
4. DETEC78LE WARNING PAD SHALL BE INSTALLED AT ALL CURB RAMPS AND SHALL BE
PLACED 6t--8* BEHIND BACK OF CURB. D=778LE WARNING PAD SHALL BE 2' IN LENGTH
AND SHALL COVER THE WIDTH OF THE RAMP. PAD SHALL BE IN PAVER FORM WITH
7RUNCATED DOME SURFACE WITH DIMENSIONS AND LAYOUT AS SHOWN IN DETAIL. A 314'
DR4IN4GE WEEP HOLE SHALL BE LOCATED AT LOWEST POINT IN DETECTIBLE WARNING PAD
WELL. MATERIAL FOR DETECT /BLE WARNING PAD MUST DIFFER FROM SURROUNDING
CONCRETE BOTH IN COLOR AND RESILIENCY. SEE DETAIL THIS SHEET.
5. CITY OF ASPEN ENGINEERING DEPARTMENT GUIDELINES FOR D(PANSION JOINTS ARE AS
FOLLOWS.
• POUR CURB AND GUTTER AND SIDEWALK MONOLITHICALLY AND TOOL A JOINT ALONG
BACK OF CURB WHERE POSSIBLE (FOLLOW COOT STANDARDS REFERENCED BELOW).
•
IF POURED SEPAR47ELY, A SILICONE SEALANT SHALL BE USED TO BOND POURS
TOGETHER.
• EXPANSION JOINTS TO FOLLOW GUIDELINES /N COLORADO DEPARTMENT OF
7RWSPORTATTON STANDARD PLANS" Mf•S STANDARDS, JULY 2006.
CONCRETE PAVING JOINTS - STANDARD PLAN No M- 412 -1; CURB, GUTTERS" AND
SIDEWALKS, STANDARD PLAN No. M- 609 -1; AND SHALL BE
INSTALLED WHEN ABU77ING EXIS77NG CONCRETE OR A FIXED S7RUC7URE.
GIBSON A VENUE
ROAD EXPANSION
SECTIONS
Job No2004- 326 -001
Drown by.' TL
Date: 0112 0105
QC.' PE.•
N /e: G / B- AVE- BOER -TOPO
OF
C2
2
NEW 5'
SIDEWALK
. 2X
8C 59.09
NEW 5'
SIDEWA
.
-TSC 58.45
NEW 5'
SIDEWALK
58.75
59.19
EXISRNG SURFACE
49 . G 58.45
- EX. RADE-
- 0. 6X -h
.l ,REMOVE, 4' STRIP,
OF ASPHALT PER
CO4 S)ANDARDS. I
INSTALL 7.75' OF
ASPFULT'PER'COA' '
STAMLWDS.
FP
- IX /ST.
EDG£-OF- ASPHALT
EEOA 5842 ' NEW 5'
SIDEWALK
18.36
2X
I 78C 58.72
NEW COLLECHNG
C&G
20
STATION 0 +25
HORIZ. SCALE: 1 " = 4'
VERT. SCALE: 1 " = 2'
�-- REMOVE 11.8' STRIP ---�-
OF ASPHALT PER
COA STANDARDS
INSTALL 14' OF
ASPHALT PER COA
STANDARDS
5655
58.85
ur unx cwrrx
i
8
N
i
U