HomeMy WebLinkAbout026-92 SP Windpointe at Waterstone Sec 1 Entrancex
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■ 6.92 776. 777.15 776. 7 CKBERRv7�{'15 -
• 777.94 PVMT � EP i GS _
GS A�!( BW 4 7 6.05
PLE 18'
7.64
EE 8
OMIT o uman uc 1 0'
104' R
84'
1 4' 5' 22' 40'- 22'
4 CONC.2, 2, ISLAND 2'
7I78:03 Y WALK 2 '
NE 6• 2' ROLL CURB 2' ROLL CURB
-P i 775A2 1
�b* 175,Tt GS .. lo
SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER F00' MIN
77x 11 6.50 4Q 776.91 777.1
• • GS ALK 4' S oWT CL NE B• _ - _
1-#11 HAC SURFACE
3" #9 HAC BINDER
�. 76. so 18.5 ALF
`4 g D�STG 9" #53 COMPACTED STONE BASE
b5/yH
776.87 �
NOTE: FOR AREA WITH PAVERS SEE PAVER DETAIL (SHEET S-9)
775.552/
ELE TRANS SINE 8'
n5.pp
• PREPARED SUBGRADE PER INDIANA DEPARTMENT
• 7768 77 - OF TRANSPORTATION SPECS. No. 207
776.69 •776.55 776.4476.15 SW777.1 7� t :775.14 �•,{ � --
GS WALK 4 B TC SWT CL CLGS i
avmcw *m 777.13
AILBOX n4� 775.99
11 • MAPLE P5.9 W Y
3 q 779.73 76.4E - �.`°..
SECTION B- B
Si EG OR
c4 m 9 • G6 E776.52 \
ou`u GI.VF 776.52
n 3 ^
666
w \R6 q EG $R6 5775•D2"._.
n
YIE
9 l�J, 776.28 777 unotwrt MFA
777.29 774.94
�5. .--. \ t> � \ •, �\
t
W WALK 4' BW EP DVMT' 6.9 E i
e 6.60 X EP 77 75.18 \ r
111 �JO 07 C unm nc �t
�1e J0 Aix 4' EW • 26TS
ea33$ 1 774.91 '
777.25 4'LINE
r-
WALK 4, BW
.s9 776.65 x.335.19
EP E `t X65.16
�`;'�-�'�
777.45 77 6.34 W BR STA
WALL 12' END " 42.00' LT 775.61 `
O 7 .8 SUB � FEN 2 Str �! 110
r "77.OW 80` 7774. 7 c� _ B (Curb Inlet)
WALL GS 5R e o I .-�Az MT ` S-16 TC - 774.20
13
47 7 777. �'~ W 9 9 .12 - , ` I
GS
7. A }• 776.44 _.-- A-- �� ;-
14
5'
15
10'
4' 1'
CONC. T
WALK
AB P 6 EP
PW a - - .. 6
77x.30 • 777.64 76.75 - Existing Strutt es
TEL -PED SHRUB TCB 7751'1 - (To Be Remove
777.59 4 LATE POST ' -
M SHRUB
777.52 7 6.73 (V (775.28) T �-
WALK 4' BW SHRUWALK COR TC /i 776.20 N 774.82) ' 1 -
777.14 (774.84)TC
7 .50 g9
TC
IL Mill
776.9EOP 77EP7 ,75.21' 6 R=270.0 _ ` �, Jam'• ?eo.oa
-2.53 190'00'00"E L, 103.
0 ;-
• 777.21 777.04• 777 + 0 774.69 _ 1+00 1+38.6
7 LP PC PV1$-16 3.6 > 776.19 �F J
PWT PVM / -? S 11+T 4. - RP
CL CL CL .i
fEN 4' UN Corr ��i 2 i
n i 778.70 VRp 74.32 60 2+34.66 r' - 8rj 67 e
78°io
r- CL I1 L 781 ? i
-_ 51
be1` P 0+62.45 N90.00'00' (774. 4)TC S-16 p 72' 78168
"�,r't 2 r
TC 777.52
776.29 �I / / I 76.21 p = 61.72 IJI i 19 `^I 1
7s ° V A p0
SHRUB
� ROAD sl 6.48 Edge of Pmvement=230.0p' L`g 2� r 45 � � V . �+
777.45 s"Rue 776.58 � - 0+12.70 `3
WALK 4' BW WALK 4' c _ 778.20 774.82)4.6e `�. 778.18 J� 781
776.96+ N
m.49 %` N (775.28) TC - 7gt.Og Q ON�
777.74 SHRUB 776.45M.E. 775.50 3 778.58 780.58 SIR •� 79°?0
WALL END AV ' �j
777.55 X3.73 l 06 10 A 6+00
r' 1 i 792
C A' PLETIC 1.70' 7 .15 o 774.46 776.19 >> �' PC 775.50 ' ' HP -�
777.87 6.77 . FEN UNE - �Grj 3f� i 7$11n PN 54 62.5
WALL GS ALK 4' 776.82 776.71 S 1 9 77 4' �4
,r r,v,F •AU 04 PVT EP B Str # 109 777.78 'se i 781.20 �1 1 B0 I 7� 06
urb in
ue a Ap, T�- '77A 20 76 03' \ PT 5}00 p. is 78
ASSUMED NORM
SCALE: 1"=30'
HOLEY HOLEY SAYS,
"DON'T
DIS
BLIND"
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
$fell,,��,'',
y �W Qi
,: yb Q7
"Wil stilt""
777. WALL END C - 4+0 4+.$4.95 782.3° J
S: BR STA 0+66.05 _ RP 0
FEN 47coR 42.00' RT 775.47 2 ` 3+34.14 �'- - - - -- - -
j82.ta i
- - - - - S-16 ` gel io 781.28
H ' 778.18 /-
24' \ 3
71-t
Q - 781.20 � � 781.68 I i
776.10 `4 776.68 12; 77s.2e J ��i 1 Q OQ
WALK 4' BW PLAIT S N ' GS 779.50 -
776G56. O EP5.48 778.9 6 75.7
\\\
A 6<
e0k \ �` 779.88 _
Eosem J 78° 124 Q3
or,a
BENCH Gas
W - - --
4o ��60' d' ,-' H MARK
-- -�--Y . -r.� N-�
77562 50, I\�---. _-`_--.�, 211.47 �� f ' , � ` � � L- 111.73'
775.54 is EPS'. 77x.1 x _ TBM CUT ON SOUTHWEST CORNER OF
• FEN 4' UNE ALK 4 776.51 775.42 t i\ C- \ \ \ i
7746" P""'woods :' .� �t�,.t , .- �,, -i �116th STREET BRIDGE OVER COOL CREEK.
775.45 if
GNS�� CTV
8 Q L \ -A
ELEV.-748.83
PWP-
v� • i 775. r �
-
�� EXIS G �`t l` IBM BENT SPIKE ON CENTERLINE OF 116th
` -� GLS. 18.5' f STREET AT THE NE CORNER OF THE
575.50 R/w'_ `7
FEN 4 GOR 77151��' \�\ I NW 1/4 OF SEC. 33 T-181-R4E
_ D
7 5, ELEV.-786.14
• 774.96 '
wALK 45 5 775.2 EP I 7W S / f} l/ ✓ -
TC 776.07' + 776.3 E
• 774.24 PWT Cly 7 kIL Ox i ~
GS
E R 13.5'r
... 775.
EP B aspholt drive
775.501 7/EP
775.59
EP OR
i~ <
3
175.03�. �\� I i1 >
74.00 775.18 E R O BEG t -' f
• 773.61 PWT J
G i 7 18 ! �.
7�.te 773.93 EP ' 776.
WALKi ..tet
EP , 3 t GS 40' PROPOSED W
I
iin - -EXISTING _ - - - 24' -TO NEW PAVEMEENT__
PAVEMENT EX STING
f
PAVEMENT
� � i r
`� J r I SLOPE: 1/4 PER FT. NiN.
775E R4 END t LII!- I 1-7 - SWIM -E
773.13 +•`
1„ #11 HAC SURFACE_ 1,II= lil �1 -
• -
GS ` 772.75 773.45 ► .S„ #9 HAC BINDLR -1 711-- =I j
772.96! EP CL M" i ` I I I II I ll i1 = I I t
TC OR 77323 773.4t �'+ z {W�' `� -- �' Y �' x�( �i �� , Compacted to95% V(:x TOEPRF-PARE.D�S013CRIADE PER INDIANA DFPAF
2.74 FT EP FEK:4 UirE F 1% .- R'✓'LLAT
WALK 4' BW 774 i• Dry Density OF �ANSr RTAT.ON Sf ECS SFCTiCN No. 207
SECTION "A -A"
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OF
LEGEND
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
- �-
New Sanitary Sewer
Existing Elevation
New Pavement Elevations
All Other Finish Elevations
Corrected Elevations
-
Flow Arrow
r
Pavement Within R/W
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