HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 South EntranceAPPROX. CENTERLINE OF EX.
EX. 40' 112 R/W
30' 30'
_-R 'W LINE
24' 24' •
20' t EX. PVMT.
4' CONC. WALK 2% 2�
WHERE APPLICABLE
PROPOSED GRADE J Z1.#11 HAC SLRFACE
EXISTING GRADE 3- # 9 H.A.C. BINDER
0
I
0
7 I
9' If 53 COMPACTED STONE BASE
( MAX. 3- LIFTS )
SECTION B»
NO SCAT F
766 760
345
EX. 40' 1/2 R/W
767
n'r r-mT
TYPICAL—� -
W W o
Q Q
Y , I
i
I
ACCESS SAW /
c �
338
t
R/W LINE
KINGFISHER
PLACE
t25
7M
—7
s
1'3 N
4At6>2
J !
RE'vUSE SLOPE ChAIMACK DDRB (TYP.)
20'r R/W
TYPICAL
369
706
+
X 708.88
368 ,�, G� ;.�'
JA
766
r
X 787.85
716
`�-�•/ i' / 7611
' -4-
X 708.44 >\ ,' ' + /
A 78}g5 /
367 Q j / / / x 783.02
x 788.34 +op
r ,
40
PAVQAW- J* / X 783.66
i�lp 3' # 53 STONE SriW1DER (Tr.)
(c7 /
785. f 1 / • 4 7� 783.87/
Y
339
\
r � I
f
X 703.03
r
I
r _
1RANSR0N FROM CFAIRBA(K CURB TO ROIL CURB 763 r
r '
r
{1. r
x 782.7p '
r I
r �1
1 i
POND # 3
NORMAL POOL ELEV. = 778.0 t
00 Yr. ELEV. = 000.00 STANaW NAIRaACX am (T1'P.)
BOTTOM ELEV. = 768,0 f ,
1
t
►- v
>a g
t 4
'HOLEY MOLfY CAUTION:
DON'T
LOCATION OF ALL EXISTING UNDEI?G?OUND
783.89 DIG UTIUTIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. ( lnckK*vg,
BLIND
but not limited to, marhoie%inleta,valves, &
a mode upon the ground by
ARESPECULATIVEIN NATURE THERE KAT ALSO
r / ; 7 //f BE OTHER EXISTTNG UNDERGROUND UTILITIES
i + FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
/4 1-800-382 5544 OBSERVED.THE`TH EXACTNO OVE LOCATIONSD OF SAID WAS
r' 84.65 � BALL iO11 F_BE�ViRtFlED BYC
1-800-428-5ONTRACTOR PRIOR
200 To AN' AND All CONSTRUCTION.
FOR CALLS OUTSIDE OF 1ND�AN�.
SWALE O 1,00 X MVI. (Tl`P.) it -
,' /
-Mtn. 10' OFF EAST EDGE OF PVMT.
197
/ 704+97 709.4
/ 150' R +
ADd1ST EX CJIn4G TO MATCH F,N&e PWT.
1 6` t OF 12• CMP `
W/ END SECTION
1 C,'PlNECTED TO Ex. MH PAVEMENT WITHIN R /IN
1
REVERSE
SLOPE CHAIRBA0t CLM (TW.) T9—.41 FINISHED PAVEMENT GRADE
= 4c 11 FP
mQ,
Rf1DCATE SINS T flu LE 1MTHN THE ooAarvSED maabnu MENTS TD CMEARr TOP OF CURB ELEVATI0N
1 t
1
X baa all
N
1 - -
789 78¢ 782 x 762 3
x 78201 t i�
X 82. 96'
+cGH P%
'
/ t t
--- ��� �' .r ✓ --- �' 'J a 1 SWALE O 1.00 X Min. JYP.) k
MIn. 10' OFF EAST ED43E OF PVMT. L�
J
f J
o
ON x 23 x x • 702.32♦ AO MT EX CASTING TO MATCH FTS PWT.
r
If ® 1 /C' 1
oc 78
'I- 1'.. :` ♦♦ I 11IV
..�. ..._ ...� .�
-
------- - - - --- _- _.-
_ II 100' DECEL 150' TAPER
1 -�� OOq --.—_ �00-------� OOJ - •00- -000—� 000 -- \ \ ? �' \
tr7 y� 3 153 STONE 9t0UL0EA (TYP \ ,jlll - - - _ _ X. 1� - _ -- _ _ _ _ �_ - _ _ - _ _ 7 36'r (7YP.) ...
_ -- - ---------------------- - - _----------- - _- - _. _ -_-------------- - ------------ 7>RiAJl`--- xY C _ _ — _ — — — — — ,�'1' 83.oa----------x 7a3.tY------------ K_78ate --- --------- 781.27x 3' j S3 STONE SHOUlit
- -syr•..-«�_ ? - -----
7N
---, O --x 33' 781St -4t- - - - , -+ - - - � - - -- 1 - , --- -_-----1 _ - -- 1
JW17 I I 57 7a2 ed` J i82 36- " S -------- --,
—
�' N �s'4s'�a• Y.
......... EacBt!8 ' . Street
_ ---- ---------'�_ •--------------------------------------------------------------- --------------------------------- --------kJew ------� --- ----- -- . � ,-------------M�46�------------------�10(-xe-------------------------------- -------- - ------------------------- `�i
}* x 78210 X 78202 x - --- - +,a, +►�+3--- -
_
I t j x 702.68 x 782.18 x 7&. x 7 x 781.43 x 751. cs
RFLACATE EX POWER POLES SI iS NEIGH UE W YM THE PROPOSED 61 ROVDIEN71 TO THF NORTH SIDE. OF 131 It STREET
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