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123.06' 79.77
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` ` \ �;,.. -• • -' 1
5' OFFSET
SIDEWALK
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+
a) 1.11 6 58.51'
8
"70
00 6,186 SF
I -!� 60.00
+ 9 12 R/W
SF
sp 6,525 SF
__a 7
S.
i �. '� ,-
5,406 SF OQ, 7.00, PERVIOUS f") W
SCALE 1 '�=50
P.U.E.
PAVEMENT
6
SECTION L -
6,042 SIT -01 50$ 0 50$ 100
5
. . . . . . 415 0 65.58'
6,042 SF 85.00'
-F-
I r
VISION - - - - - - - - - -
1.76
R <11 CLEARANCE
TRIANGLE
15
+ 14 50.) 13
+ 4 16 6,303 SF 6,236 SF
con C)
L R) •W
C) 6,409 SF NOTES
VISION 6,052 SF 17 1�� 6,049 SF pfl I \4 - uj C) 1 EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PUBLIC
ca
VISION
6,034 SF VISION
CLEARANCE I I c I I
?53t 21 ' 0 5' OFFSET a CLEARANCE CLEARANCE STORM, WASTEWATER AND WATER ARE SHOWN ON SHEETS C-3.0 &
7.00 TRIANGLE 18
PERVIOU SIDEWALK
E4 /.00 TRIANGLE
I r TRIANGLE ui
PAVEMENT P.U.E. 3 6sO42 SF C-3.1. PRIVATE UTILITIES (ELECTRIC, PHONE & CABLE) ARE SHOWN
- -_ I CD
P.U.E. 50.00'
LO _ � 1k.66' �5 1T6'
SECTION CO. 2 5,460 S IF 19 CONCEPTUALLY ON SHEETS C-3.0 & C-3.1 AND WILL BE DESIGNED BY
N z
5,153 S F 0.92 • 6,052 S F PRIVATE UTILITY PROVIDERS.
25.00 25.00' 12"S 2. POLLUTION CONTROL WILL BE HANDLED BY FLOW-THROUGH PLANTERS
6,002 SF V VISION 25.00 boo
PE OUS_/ 4 - -
CLEARANCE U I AND PERVIOUS PAVEMENT AS SHOWN ON SHEET C-3.0, C-3.1 C-3.2.
PAVEMENT U") 25.001- HAMILTON ST.
TO PREVENT STORM WATER RUNOFF TO
SECTION 20 TRIANGLE 3. SITE SHALL BE GRADI-
;4
;4 "'f:I 7-* ADJACENT PROPERTIES.
5,130 Sr 11�
<
.5J a3'- C>
48 VISION jju C> 4. THERE ARE 5 TREES WITH DIAMETERS > 5" ALL TO BE REMOVED.
-CLEAR CLEARANCE J, PERVIOUS
5,257 SF AN FLOW-,THROUGH Ti U-) IGHTS WILL BE PROVIDED AS SHOWN ON SHEETS C-3.0 &
ui PAVEMENT
"41 .;:1- 5. STREET LI
TRIANGLE q�: - il I lam. 7� 5' OFFSET PLANTER TYP. C) VISION 4 25 OS�- 4-,
SECTION C -3.1.
49 SIDEWALK CLEARANCE
ci
- - - - - - to LO LO co & THE PROPOSED SUBDIVISION IS TO BE PHASED AS SHOWN.
6s679 SF LO 26 27 28 TRIANGLE
r�b 6,838 SF 6,844, SF 6,844 SF
5,627 SF c"I
00 29
b 24 ke
5' OFFSET 4.5' PLANTER
• 61774 SF �- 1 '� I I
SIDEWALK ♦ 5t 181 SF -,A-on I I I
PHASE LINE 5.0' SIDEWALK
LEGEND
4.5'± PLANTER 0
74.02 5.00 -0-0 23 75.00 75.00 75.00 75,00
/1D .5,146 SF' NJ z
�01 * - it-% m 111 IN m m
\ w c2 EXISTING BOUNDARY
22
Q. �Q
50 Q7 T_ m m III m
LO 0"' 6,622 SF BE
5,252 SF oo INLET TO
L
21 to cn PHASE ONE RELOCATED ul PROPOSED DECORATIVE 4' ADJACENT PROPERTIES
VISION
A
•
Do PHASE TWO Ic%
cO 6t324 SF 4 - I LO
IT- %_ 00 V_ LO ' ` I WROUGHT IRON FENCE W/5
CLEARANCE L. .5 LO 30 31 32 Lo 33 irl,
IN 0 IN
04 EXISTING CURB LINE
,8.33' TRIANGLE 00 14- 40 HIGH X 18" SPLIT-FACE
85.00 41 6,844 SIT 6o844 SF 6,844 SF 6,774 SF
47 co 5,964 SF BLOCK COLUMNS ALONG THE
• TEMPORARY GRA� IEL 5,235 SF x x EXISTING FENCE
5,819 SF 6 LL4 FULL FRONTAGE OF RAINBOW
VISION G
TURNAROUND TO 5 ORI ET
C) DRIVE. SEE SHEET C-2.3
36.00 86.85 INA CLEARANCE low
BE BUILT AS PAT C> SIDE LK I I of 8 EXISTING WATER MAIN
fc) ROADWAY I OF PHASE 1 CO ST. TRIANGLE �,�OR CONCEPTUAL DETAIL.
C) 51 C) 17
STNT
C)
7500 7!�._OF
75.0(T
. ; . . I '.." , . -
i0i r__ C) - • - f.", *'%,.*
5,865 SF 42 [7W] EXISTING WATER METER
4ra
LO 00
7.00 a) c) 4,894 SF
T- - 1 P4
5,216 SF C3
to T_ 25.0 EXIS7ANG WAIER VALVE
E. co 00 C�o C�p KINGFISHER ST.
43
P.0
85.00 7.00 -4- 6,959 SF
LO (6 cr_ to
LO LO 25.0 EXISTING FIRE HYDRANT
+
P.U.E. 87.01 C4
> 01 llwW
44 c'0.
777,77- T� 7_ - �A
__8 EXISTING WASTEWATER SYSTEM
C14
r I
10,% - % m
56,00 45 6,626 SF 01
CD 52 ?6. ol 65.04 z 'EXISTING CLEANOUT
jui Ry yy
cy; 5,910 SF
to 5,865 S F -5' OFFSET
7.00 C> ui
VISION P.U.E. <_ A�l SIDEWALK VISION
>
L CLEARANCE to CLEARANCE 24"SD EXISTING STORM DRAINAGE SYSTEM
3.61'
-cp TRIANGLE `--VISION LO Lo 36 LO TRIANGLE ( - I
84.84 C) o, 38 37 35 y.
C*4 C4
CLEARANCE
ui -: 5,475 SF ,-:5,019 SF 5,019 SF 34 EXISTING CATCH BASIN
5,862 SF
PROPOSED 3�
X
T-A
TOT61 37T T__ TRIANGLE
5' OFFSET N 39 5t862 SF
SIDEWALK 3.001 EXISTING CURB INLET
\6,159 SF
53 VISION ROADWAY WIDTH
6.0. 55.0.0 5.90 90, EXISTING STREET LIGHT
65.
U-) 65,
5,711 SF CLEARANCE
53.75' 65.
> m IN m on m n m m im m m m m m m m n m m m me m m m m
TRIANGLE 86.75' 66.00 70.00' 66.00 UGE EXISTING UNDERGROUND ELECTRIC
59 7.00 I `
EXISTING TRANSFORMER
:63.90 6,007 SF .o-P.U.E.
7.00' [A
5' OFFSET
P.U.E. 72 U-) 71 LO 70 in 610 Lo 68
4.48' SIDEWALK ;r C-4 f PI EXISTING TELEPHONE PEDESTAL • 6o347 SF 6,022 SF 6,387 SF 6,022 SF 5o862 SF
58 cn cr) cr) 0)
(.0 VISION PHN EXISTING LO P.U.E.
(n 57 -7 6,793 SF c::> L4 VISION TELEPHONE LINE
54 55 00 56 00 5' OFFSET
CLEARANCE F CL
5*712 00 60 SIDEWALK CLEARANCE
7,230 SF 6,050 SF r SF 6,031 SF
00 b TRIANGLE 2"G EXISTING GAS MAIN • C:> c) J, - TRIANGLE ui
r 5,254 SF Lo L -0
1- 6-6.0- 47.00'
-'t 7737;777
EXISTING GAS VALVE
of - T'-w-
L6.00 6,9.0
73.52 6,5.00 V 1 44 %.1 90.54' 00
A x A 25.00'
A A f\ A
0.9 MEADOWLARK LN. ' I 25.00'
> ol
61 i ,�
T 7:7-T.
\ �, 6,001 SF 7!, 4 70.00 70
71, 00
3
Co
ui
> OFFSET C) VISION
5 OF
10.57 C) SIDEWALK
r CLEARANCE
% / w TRIANGLE Lo
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00
62' 63 4- 64 U") 65 66 67
co
7,790 SF 6,857 SF 6,790 SF 6,367 SF 6,944 SF rn 6,662 SF
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ul
06
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P[IN-
90.71'\.- 95.66 % 7 _70.01
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