HomeMy WebLinkAboutSUB201300078 Plan - Approved Road Plan and Comps. 2013-06-05F E - ASPEN DRIVE
N_ TA BL
-
LI NF
L e&
e7RINC
_
-T12
16.00
N6 W
L 13
11 ],3]
242' 41 "W
5224241
Lt4 --
295.24
23 51034 E
L1 5
1)0.00
5312730 "E
CURVE TABLE - ASPEN DRIVE
GORVE
DELTA
RADIUS
ARC LENGTH
TANGENT
CHORD LENGTH
CHORD BEARING
CEO
455314
20000
Ifi0.18
84.fi6
15593
5 D1357'E
C21
69'02'40
22000
285.11
151 i3
24936
S74154 "E
G22
97'2052
_
20388
136.4)
18023
N43'3248'A
C23
49'3902'
_12000
400.00
346.63
18504
335.88
SI9'4153'E
C24
23'4511
h00.00
16583
84.12
164.64
N32'38 99W
025
42'5748'
200.00
1449)
]8J1
148.48
S42'150 EE
C26
200.00
305.6fi
191.61
2]67/..
NI9'57 07W
C2]
_8]'3350'
55'1] 18'
230.00
?2194
120.4]
213.43.
SOT48'51 "E
ASPEN DRIVE (52' R /W)
STA 10 +00 TO STA 33 +51.81
DESIGN SPEED =20 MPH
PROPOSED SPEED 15 MPH
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- , GgoT 51.DIdc51f
550
540
530
—= C-
1 'ASPEN DRIVE CUL -DE -SAC RE- GRADING.
2 iREVISED TYPICAL SECTION FONTANA DRIVE
3 ADDRESSEO ACSA & RW &SA COMMENTS
4 JADDRESSED ACSA & RW &SA COMMENTS
5 REVISED DITCH ONHYLAND RIDGE DRIVE
--
6 ADDRESSED ACSA COMMENTS
7 ADDED WATERLINE ON FONTANA DRIVE & RE
No. L._. PTIen�,
I •151 0�- � ..
Q1
II D 9
z
i
1
— I
+00. 12 +50. 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 18 +00 16 +50 17 +00 17 +50
j JJK 1 02/08//08 8 ADJUSTED r FONTANA DRIVE. _ JJK , 01/19/09 qii OF
JJK 031131108 9 ADDED TEMPORARY TURNAROUND _ _ DMS,I 05 /22/13
JJK 04/04//08 II-
JJK Ofi /20//08 tt•HSSaax lll���
JJK 08/04/108 d Lia. No. 114&1
-- JJK 99/08//08 °o S- 'z2 -/3
-_
WED OIITFAI I .LIK 111/91 dOR - -. P..
cASVEN
i
'�v v y -� v
TURNAROUND PAVEMENT. TEMPORARY TURNAROUND EASEMENT
2' SM -9.5A SEE NOTE THIS SHEET /
TEMPORARY TURNAROUND
jk L \ � - " 21A AGGREGATE BASE
"�� SEE. DETAIL THIS SHEET 0
PROVIDE PERMANENT SECTION
NOTE 24 ASPEN
SHOWN ON SHE E
ET 3 O 57.
THE AREAS ON THIS BIAN DESIGNATED AS A. xi
v\ ^^ TEMPORARY TURNAROUND EASEMENT WILL BE OR, N UTURE
A A AV CONSTRUCTED AND USED AS OTHER STREETS IN - - -_ _ 1 / ' `r' SIDEWALK
THE SUBDIVISION UNTIL ASPEN DRIVE IS EX
\
j TENDED
UTURE CURB
AT WHICH T STATION 22 +]824 ASPEN TIME THE LAND IN THE T 5 EN DRIVE
E EMPORARY-
AND BETTER
\ 4"
w END CONSTRUCTION TURNAROUND AREA WILL RUCTION OF CUR BE ABANDONED FOR BAND '
}--- STREET
RTY OWNER AND WILL REVERT TO THE. GUTTER AND SIDEWALK - - TATION STRiX 99 ASPEN DRIVE
\ \ ? U PROPERTY OWNER IN ACCORDANCE WITH SPECIFIC — _ - I -AND CEN SECTION 0F3ERMANENT
\\ _ PROVISIONS IN THEIR RESPECTIVE DEED. PAVEMENT SECTION
'.FUTURE CURB 4Z
AND GUTTER
END RIGHT-OF-WAY
TEMPORARY TURNAROUND DETAI
FUTURE
SCALE l 30'
SIDEWALK
L
W�
-- W
- T
_
PV[
PVI -E -
J= I ;
�- U
150
y ., CRAP E "M E
- T
x
i + - -
it i
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E, �
D tot
ai
nm
18+00 18 +50 19 +00 19 F50 20 +00 20 +50 21 +OV 21 +50 22 +00 22 +50 23 +00 23 +5( 25 +50 26 +00
��] )ESICNEN N PROJECT: HYLAND RIDGE RROSION IgPXBER 'E
YV K (AKA LAKE RIDGE) 9
l ENGINUTERa OvdNM B'
SURVEYORS - FINAL SUBDIVISION PLANS
JFR, la DRAWING NVV3t P
PLANINERS TITEI"
p vnn[weN e
e &SUCIATL.S SAW ASPEN DRIVE : PLAN & PROFILE C' 12 ti
SOEC' NUMBER
�, rm 6173 434 981 2100 ✓IPA.NBA tR FlLE nAMC SERIF DATE
1 P' -5d• 72 of 59
206030 10 C -12 -PP -ASPEN dw9 V I " =10' 12 05 -07
LINE TABLE - AS PEN DOVE
LINE
LENGTH
BEARING
LI2
16.00
N6J1]194!
U3
111.31
522'4241241 V!
14
24s.24
6231034E
L15
nD.DO
s3ry 3o "E
560
550
CURVE TABLE - ASPEN DRIVE
CUNE
DELTA
ARC LENGTH
TANGENT
CHORD LENGTH
CHORD BEARING
C20
45'53'14
16018
84.66
155193
SET 3'57"E
C21
fi9'02'40
2&3 11
151.35
249.36
S ] 41 54 E
C22
9]'20'52
;22'000000
20386
13641
180.23
N4341531
C23
49'39'02'
34663
185.04
335.88
S194153E
C24
23'45'11"
.520
165.83
84.12
164,6G25
42'5]'48'
149.91
]811
148A8
S42'15'OTE
C26 _
83'33'50
305.66 -
191.6]
z/t), .
N19'S /OJT!
C2]
55'11'18'
230.00
22154
120.4)
213.43:
503'48'51 "E
Illrr,,,r /� // i ri' ,/ ,.�I'I I_ S / //
IE
Lys` ��•� '/ I '( r / l/r / IN-
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�'I'il�r i! ;'Ii I I / ! n^. 59'• -w ' - /..nJ r /s'/ '!�..\ ` ASPEN DRIVE (52' R /W) ' "'d \/A �:ll t, /,,'1 //.� �i /,, —,� \r j,�. 1 \ Ian. - -� ,"rz
� � �/ ' r1,. \.�
STA 10 +00 TO STA 33 +51.81 /�y\ ' _ - , r srD -cc- __
/9�\ // \\\\ � � rr ^`',e r '� '' i I a \\ j; 1 7 `
DESIGN SPEED-20 MPH / / I °e u r ,.> � 1 / - -- � -- °'� / -- ASPEN ERNE
PROPOSED SPEED-15 MPH I \ \'"` / / r,`..t ',,}� ��.! ��'� I � l.. - i r- � 2 M1 seu _ -PUBLIC R
,,,y -�. Il 'r /I / /`d..�! III'( I.I '.IrI ��1vl I °/ ,'I�a i;\ /l?.7[!'h lTll'i. .c �_� _____ -_ sa ',(1 4iry1
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V i ° I V IF NTAN4
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vpx�
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TURNAROUND PA MENT TEMPORARY TURNAROUND
- _ / � 1 I I � I l \ \ - _ _ -- - -- I \ SEE NOTE THIS SHEET
DS'Li' - - L. I I I I s� ✓, 1 \ \ ✓- TEMPORARY TURNAROUND 2" 21A AGGREGATE y,
-- it
SEE. DETAIL THIS SHEEP 6" 21A AGGREGATE BASE
-
I I 1 EA6EME
i ✓ � (i it
` „/ ' '4 -_ / P�4R 1,1+ / �. .fi /T /� - - -- am (-•— -- PROVIDE PERMANENT SECTION
M
24 PER ASPEN DRIVE SECTION
N� _
0
Nm SHOWN ON SHEET OF 52
TEMPORARY TURNAROUND N EASEMENT WILL E
UTURE
/ �/ T/ 2 5p L14 - �� mss' =a• _l- ✓6 p0 \ SIDEWALK
[TUBE CURB.
�`\ v EO` ' CONSTRUCTED AND USED AS OTHER STREETS IN - - - -- �' - a
THE SUBDIVISION UNTIL ASPEN DRIVE IS IXTENDED
AT WHICH TIME THE LAND IN THE TEMPORARY STATION 22 +28.24 ASPEN DRIVE -- 4 _. _ _AND GUTTER
TURNAROUND AREA AND ABANDONED TO FOR END CONSTRUCTION LK CURB AND :D CO 23 +60.10 ASPEN DRIVE
GUTTER AND SIDEWALK.. - r-�ND CONSTRUCTIOtigF3ERMANENT =
12 STREET PURPOSES IN A WILL REVERT TO THE I -- _- +
\ \ PROPERLY OWNER IN ACCORDANCE WITH SPECIFIC - - -- - -PAVEMENT SECTION
PROVISIONS IN THEIR RESPECTIVE DEED. - -- _ -- -- FUTURE CURB ,$N
T �a
AND GOTTEN - ��•
v
t
.520
I
V a
u
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N
rJ
j
1D +oo 1D +_a 1 i� +oo 11 +50 12 TOO
1
ASPEN DRIVE CUL -DE -SAC RE- GRADING
2
REVISED TYPICAL
SECTION FONTANA DRIVE
v
rc
3
ADDRESSED ACSA
& RW &SA COMMENTS
4
ADDRESSED ACSA
& RW &SA COMMENTS
0
5
REVISED DITCH ON
HYLANp RIDGE DRIVE
r
5
ADDRESSED ACSA
COMMENTS
]
- -
ADDED WATERLINE ON FONTANA DRIVE & REVISED SEWER
0
No.
N;F (SIGN
0
13 +00 13 +50 141 -00 14 +50 15 +00 15 +50 16 +00
JJK.( 02/081/08 __ 8 (ADJUSTED � FONTANA DRIVE JJK
JJK 03/131/08 9. JAODED TEMPORARY TURNAROUND
JJK 04104108
JJK 06/201
/08
JJK 08/04/08
JJK 09/08/08
JJK i 10/21/08 -
TABLE -. ASPEN D;WN67VE
CURVE
LENGTH
E
FlRC LENGTH
16.00
CHORD LEINGTH
11].3]
522
200.00
245.24
S23
55.1 593
17000
S3130'E
CURVE TABLE - ASPEN DRIVE
CURVE
DELTA
RADIUS
FlRC LENGTH
TANGENR
CHORD LEINGTH
CHORD BEARING
C20
g5'S3'14
200.00
100.18
84.66
55.1 593
50019'5]'E
C21
89'02 40
220.00
265.11
15133
249.36
5ITA 54 "E
C22
9)'2052'
120.00
203.88
180.23
N433248'W
C23
p9'39'02
400.00
348.83
_136.4]
8i -S�iO
33588
S19415SE
C24
23'45'11'
400.00
165.83
84.12
164.64..
U12 IS 49'W
SEE
42'5]'48
20000
149.9]
78.71
.146.48
5421507 E
C26
g]'33'S0'
200.00
305.68
191.6]
276./ 7
N19'5707 "W
C2J-
55'.13'18
230.00
221.94
120.47
21143.
5034851 "E
ASPEN DRIVE (52' RAW)
STA 10 +00 TO STA 33 +51.81
DESIGN SPEED =20 MPH
PROPOSED SPEED =15 MPH
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1 a00 " PEN DR 14 +00 1 l -IQ 0
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OT✓ o'� ..._ I_�'- - 69. 3 001 Ix }I f '.�g � } % D B VDOT St � �.\ \\ `;
.ys >1a
TURNAROUND PAVEMENT TEMPORARY TURNAROUND EASEMENT
SEE NOTE THIS SHEET Sil
a¢ - - TEMPORARY TURNAROUND 6" 21A AGGREGATE BASE
SEE DETAIL THIS SHEET
xm r - PROVIDE PERMANENT SECTION
24' PER ASPEN DRIVE SECTION
SAS - NOTE �� � SHOWN ON SHEET 3 OF 57.
THE AREAS ON THIS PLAN DESIGNATED AS A u a w 0 o
TEMPORARY TURNAROUND EASEMENT WILL BE T N UTURE
CONSTRUCTED AND USED AS OTHER STREETS IN ' N SIDEWALK
' THE SUBDIVISION UNTIL ASPEN DRIVE IS EMENDED _ - UTURE CURB' '
AT WHICH TIME THE LAND IN THE TEMPORARY STATION 22 +76.24 ASPEN DRIVE AND CUTLER 7
w -- % TURNAROUND AREA WILL BE ABANDONED FOR END CONSTRUCTION OF CURB AND - TATION 23 +6099 ASPEN DRIVE
^/ - - -- STREET - PURPOSES AND WILL REVERT TO THE GUTTER AND SIDEWALK
END CEN SECTI1OlIi OF PERMANENT
PROPERLY OWNER IN ACCORDANCE WITH SPECIFIC - - -- - -- PAVEMENT SECTION
II' I]I PROVISIONS IN THEIR RESPECTIVE DEED.
-, FUTURE CURB ha
AND GUTTER
E -a-- Tx
-- __ -- -END RIGHT -OF -WAY
- - - - TEMPORARY TURNAROUND DETAU FUTURE
SCALE: 1 " =30' SIDEWALK
� M t
ICE
ES
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21 +50 22100 22 +50 23 +00 23 +50 24 +00 24150 25 +OD 25 +50 26 +00 -
��% a )"I"NED 2r f1wok, I HYLAND RIDGE IREVISION Sill 1
IY - ]ENGINEERS JJK (AKA LAKE RIDGE) 9
orNwr, B'
SoxvBYOas :FINAL SUBDIVISION PLANS
�� J dl To 1 -. ORAN AG NUMBER
PLANNERS - - TITLE
mmelFO x�- ASPEN DRIVE PLAN & PROFILE C� 12
ASSOCIATES DJM
` FEEI VUMAIR
L °� EEA NuMBElR FILE D, AL ^ oAT[ I 72 of 59
r. -Vo '206030.10 C -12-PP - ASPEN) v i ° =5o' II2 O5 -D71S ILL 434 N4
560
PA ELFl ELF
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52
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550
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1
ASPEN DRIVE CUL -DE-
! 02/08/08
8
ADJUSTED PE FONTANA DRIVE
JJK
01/19/09
"
rn
2
REVISED NCFONTRE-GRADING
JJK
03/13/08
9
ADDED TEMPORARY TURNAROUND
DMJ
05/22/13
G
�
3
-
ED 'ADDRESS ACSA &.RW &SA COMMENTS
-
!. JJK
04/04/08
1
0
0
0
4
ADDRESSED ACSA & RW &SA COMMENTS
JJN
06/20/08
08/04/08
-.
_
D)O+ID M.1 SENT
Lia.No.11484 p
,r -2L -/j
BOA;
5
REVISED DITCH ON HYLAND RIDGE DRNE
JJK.
-
_ -_ ___
6
_
IADDRESSED Al COMMENTS
ADDED WATERLINE ON FONTANA DRIVE & REVISED SEWER OUTFALLIJJK
JJK
09/08/08
_
7
10/21/08_9Sr
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c') Do 9
f,
,ox
vv �
OT✓ o'� ..._ I_�'- - 69. 3 001 Ix }I f '.�g � } % D B VDOT St � �.\ \\ `;
.ys >1a
TURNAROUND PAVEMENT TEMPORARY TURNAROUND EASEMENT
SEE NOTE THIS SHEET Sil
a¢ - - TEMPORARY TURNAROUND 6" 21A AGGREGATE BASE
SEE DETAIL THIS SHEET
xm r - PROVIDE PERMANENT SECTION
24' PER ASPEN DRIVE SECTION
SAS - NOTE �� � SHOWN ON SHEET 3 OF 57.
THE AREAS ON THIS PLAN DESIGNATED AS A u a w 0 o
TEMPORARY TURNAROUND EASEMENT WILL BE T N UTURE
CONSTRUCTED AND USED AS OTHER STREETS IN ' N SIDEWALK
' THE SUBDIVISION UNTIL ASPEN DRIVE IS EMENDED _ - UTURE CURB' '
AT WHICH TIME THE LAND IN THE TEMPORARY STATION 22 +76.24 ASPEN DRIVE AND CUTLER 7
w -- % TURNAROUND AREA WILL BE ABANDONED FOR END CONSTRUCTION OF CURB AND - TATION 23 +6099 ASPEN DRIVE
^/ - - -- STREET - PURPOSES AND WILL REVERT TO THE GUTTER AND SIDEWALK
END CEN SECTI1OlIi OF PERMANENT
PROPERLY OWNER IN ACCORDANCE WITH SPECIFIC - - -- - -- PAVEMENT SECTION
II' I]I PROVISIONS IN THEIR RESPECTIVE DEED.
-, FUTURE CURB ha
AND GUTTER
E -a-- Tx
-- __ -- -END RIGHT -OF -WAY
- - - - TEMPORARY TURNAROUND DETAU FUTURE
SCALE: 1 " =30' SIDEWALK
� M t
ICE
ES
s
rt PVFEL �SE7 -33- - _
- I i
r _ r
E
T
SG/rL SE
ILI
aw- Q' 0
1" 50
00 IN
Y. �I O e, m Or ✓r0
_ N 4 n
VILE, Q
N w4_ uni h M N NI� ur nh NN rv. NN N N
e
vl ut 'TIN �� NiN 'TIN O
D 19 +00 19 +so 20 +00 � zo +so N 21+00 -� -� -� � N N N� N HI. NN N N wN n NN
21 +50 22100 22 +50 23 +00 23 +50 24 +00 24150 25 +OD 25 +50 26 +00 -
��% a )"I"NED 2r f1wok, I HYLAND RIDGE IREVISION Sill 1
IY - ]ENGINEERS JJK (AKA LAKE RIDGE) 9
orNwr, B'
SoxvBYOas :FINAL SUBDIVISION PLANS
�� J dl To 1 -. ORAN AG NUMBER
PLANNERS - - TITLE
mmelFO x�- ASPEN DRIVE PLAN & PROFILE C� 12
ASSOCIATES DJM
` FEEI VUMAIR
L °� EEA NuMBElR FILE D, AL ^ oAT[ I 72 of 59
r. -Vo '206030.10 C -12-PP - ASPEN) v i ° =5o' II2 O5 -D71S ILL 434 N4
L WE TABLE -ASPEN DRIVE
uNE
LENGTH
eEARINc
1,12
16,00
N6]'IJ 199
1,13
117.37
522'4241'9
1,14
24524
523710347E
1,15
170.00
531'D 30 "E
CURVE TABLE - ASPEN DRIVE
CURVE
DELTA
RADIUS
ARC LENGTH
TANGENT
CHORD LENGTH
CHORD SEARING
C20
45'5314'
200 -00
160.18
84.66
155.93
50013'57E
021
690240
1 220 -00
I
15123
249,36
S574154 "E
C22
9720' 52
120.00
___255_II
203.88
136.4)
18023
N433248 "W
C23
49'39'02'
400 -00
346.63
18504
}3588
51941755E
C24
23'45'11'
400.00
166.83
84.12
164.84.
N323849 "W
C25
42'5/48'
200.00
149,97
7871
146.48
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8133'50
200.00
305.fi6
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55'17'18'
230.00
-221,94
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ASPEN DRIVE 52' RAW) / " I lI l / l t E 1 ';{ V. 4 ___ 97 s9 i i� 1 /n 5n / •1,.
1 E / - �d�
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STA 10 +00 TO STA 33 +51.81 ��- A T A i l , �� ,'esA _ /• A
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alai j ' I I I j , ' I I I i p 'li l' I I P /rI 6 ✓ \ / /
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IIIT,�fiV�D y 6D
DESIGN SPEED =20 MPH /Rs
PROPOSED SPEED-15 MPH sz
/ d- ,' / 111
I �'. '.1. � i,� / � �'/ 4 ,III ITV. �
�il
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_ _.�1� °D 'l'R I 1,i i�'1 IIL01T11011_.5 - - I I I'I r•�',1,�11. /� I ^. II!. b. \'', 4 a1;1 �`;, m,V gyp/ - - ,'� _ vr�t� LVOOi 9i�
1 // y56�;, II „II 'I l..- 1lJ il. lY STA e +,46.'✓7, I,� i1 1 I '• IN..
^i� n / 1 ApR V ^ 9.,/ �I ��469W _ .4 --(�/ i / �; lA./ / CGi901•( P
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/, / r W I ell 1,•i '.�� 9TA�4 7480 � III I'i l A. ^ P', Ax 9 . -_ ._ �I� � / / � ( A .� I ��.
I'I LIE 0wilstQ'sc -i1i. 1�,,. ',1 � '•,.•T/ / � /!� �4`.$ N _. /,. eel Da4- ss.�_.._,�. L /o-- _ -. - -, �<, .. • yV �� � � -- V,
EASEMENT
/ - b �• /, I 1 i, I OUND ENT TEMPORARY TURNAROUND T
�I Rd Y 1 `� SICflT DAISY -_� 1 e - PAVE IS .SHEEP.
`T' / ' • _ � � � . / SEE NOTE TH
.L... -. -.: - 8 DIP Ii I I I J -. •'. i JO h� J V "� -... / - _ __ _.- �� TEMPORARY TURNAROUND 2" SM -9.5A
-_ 6' 21A AGGREGATE ARE
52 PUBl1C R/YV SEE DETAIL THIS SHEET
i y'M 5 a _ 0 50 _ A - t _ G // �. %i / _ <m �24' - PER �ASPEN PERMANENT
RIVENSECTION
SECTION
V / tR -- �OyS ,ww SHOWN ON SHEEP 3 OF 57.
r
I I
p0 ,X ry THE AREAS ON THIS P1AN DESIGNATED AS A nn N 30 1N UTURE
1,44 $ _ 1 $ A6 A ^ - TEMPORARY TURNAROUND EASEMENT WILL BE
/ V +00 / A PEN IORIV i4 +00 CONSTRUCTED AND USED AS OTHER STREETS
XT IN -- _ - UTURE CURB
o - j' THE SUBDIVISION UNTIL ASPEN DRIVE IS EXTENDED
^ ''." _ A `, T AT WHICH TIME THE LANG IN THE TEMPORARY STATION 22 +78.24 ASPEN DRIVE -- - - AND GUTTER
BE ABANDONED FOR END CONSTRUCTION OF CURB AND -. 23 +60. ASPEN DRIVE
DID CONSTRUCTION-OF
D 159 2 1 ` �;� ` - 'y- STREET PJRPOSES -AND WILL REVERT TO THE GUTTER AND SIDEWALK - - -. __ - - :_SEND _PERMANENT
4TA t1 +99: m a / / ,/ z \ J PROPERTY OWNER IN ACCORDANCE WITH SPECIFIC. - -- - -- PAVEMENT SECTION
�� V¢6A STp a + ^i1 ,' VV �� �� 1'. PROVISIONS IN THEIR RESPECTIVE DEED. - _
r / •^ Oo D^ 58 r;' 1l �, FUTURE CURB
FVrSTA -_11sO
_ GUTTER
580 - tEV - _ - -- SCALE: 1 " -30' FUTURE
SIDEWALK
_.� TEMPORARY TURNAROUND DETAIL
799 'YC 1 I _ vn
- - ••W
PRA STA 16 +00 1 - ll
470.
= L -0W POINT -TA 16 +20 - SO
N . m I'__. PVI ELEVI 52113 I - --
>. a _ - ��PVI STA 13 +55
In I
560
LEE
• NB 80 _ - _ _ _ �- /
EEG
0
550
W
Q
N
540 _ _� a M _ _ -_ 5 A - -
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IL o M nI N.�N mIIM MIN mn n nm h �I SIN n
M N _
P < M MM O;M
O nN n N u�iN N nN MN N nN M N h Nvl nN ON Op ON 'rs MN M ED N LID In In n 0 M
M d m NO N MN MM N MN O Np m N M h
ul uni u�N h u�i u^i m ..O WO ip �..' NM w n NuN1 oN
M vp nM N nM nN nub N v�M
M
10 +00 10 +50 11.F00 ii +50 12+00 12 +50 13 Too 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19100 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 TOO 24 +50 25 +00 25 +50 26 +00
1 ASPEN DONE CUL -0E -SAC RE- GRADING JJK '02 OB 08 B ADJUSTED FONTANA DRIVE JJK 01/19/09 n; =� ar: CJ`f -- ^�d8E4
RI __- - TN DF D WAR Ervumeeas JJK "I. HYLAND RIDGE `j4
_- _ _ / /. -- (AKA LAKE RIDGE) RE
m 2 REVISED TYPICAL SECTION FONTANA DRIVE JJK 03/13f08 9 ADDED TEMPORARY TURNAROUND DMJ 05/22/13
T 3 ADDRESSED ACSA &RW &SA COMMENTS JJK 04/04/08 l ^ J.. d!�o c
y 5 REVISED DDITCH SON &HYLANDA RCDGEM DRIVE ___ -�- JJK 08/004/08 - -- -- - -- a SZZ 11464 [�}, 5,9'9QC ILANNER,A+ JFDJMT o ASPEN DRIVE SUBDIVISION PLAN& PROFILE C °li2CR
6 ADDRESSED ACSA COMMENTS JJK 09 a8 08 - -- - -- - -- %I)g - A6 39 4 'va RANNCRS -rvra +dc° FIL .rE: 4 LE EWE IE: qn�s� PE12 of 1.20
m -- JK 10 21 OB - �F S 1 - -
7 ADDED WATERLINE ON FONTANA DRIVE & REVISED SEWER OUTFALL J
o. or r mD R_r�ON e„ u41E " »�_•_ = 206030.10 C 12- PP- ASPEN.dW9 ✓ 1 " =10• 12 OS 1 59