HomeMy WebLinkAboutC7.2 GRAVITY IRRIGATION OVERFLOW ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYORS
o���S�ONAT R
227 6
U
s 10/21/25 o 0
C'0 TF OF
RONNP
0
z
z
— O
w
L
w
— — — — — — — —
a
w
w
u =
F
EO N N O
CO = U C Z
7U .� c N UJ ¢
U (° fef
N N .V N 00 W Op CO, F
E'� m CO m w
ID
0 a�� o0 'c W
(D cN _
S co
° U ° o�ED0
TION S z. `ESC .o o ow �.N - p ii Z
NWCo O
WL T Cm
w
0
z
W
> W
W
a
W
m
o
J , �
m
z
O
F
C7
KEY MAP
CD W
w
oW I 1 \\ F
/ GIRR MH 01 IR1 w \ \ LINEWORK LEGEND
o
�� A I
IR1 GIRR MH 03 \
— — 4 4 P 4 P 4 PI 4 P 4 PI 4 PI 4 PI w
R o 0W �o � ��a \\ EXISTING PROPERTY LINE z
- - - - - \ w
+ - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ \ Copyright c 2025
— — — — — — — — - — — — — — — — — — — — — — — — — — /
6 00 5+00 4+00 — 3+00— — — — — — — 2+00— — — 1+00
\ / I I GIRR MH 02 IR1 \ \ \ IR4 \ — PROPOSED RIGHT OF WAY All rights reserved. Reproduction or use in any form o
/ I or by any means without written permission of 2
H I I I \ Breckon Land Design,Inc.is unlawful and subject to 0
xQQ I I I \ \\ \ PROPOSED LOT LINES criminal prosecution. w
¢
SD OVERFLOW 1 IR3 — _ o
—2730 EXISTING CONTOUR
I / / I �/ �� 2730 PROPOSED CONTOUR O o
IRRIGATION POND SEE DETAIL 3 SHEET ON C8.2 I I I \ \ / \\
\ \ PROPOSED EASEMENT LL
Z0 w
0
PROPOSED SEWER MAINLINE
CV 0
0 w
PROPOSED WATER MAIN Q o
O� � o
GIRR PROPOSED GRAVITY IRRIGATION LINE
w M O W.
� z o PROPOSED PRESSURE IRRIGATION LINE w z
2750 000 N 2750 0 z o
> D SD PROPOSED STORM DRAIN MAIN r n ui Q
F C 1)>> 10
N M M N V C\V 3: 0 co N O � � coLID j
>Q r (O O _ 00 � Z O j N > O
0 2745 rn � M O 00 vC\I `� z z - NC\I W 2745 O LOT NUMBER \ �,
> co
I� O Z C9 r NWN zui Oi N CO
of O� r
❑ C' 00N
00
cnZ W
2 �2 O ii � aor N
� 2740 � � `� NZ Z 6 MrNZ = 0 r �co ' — — 2740 V O (ON2c _ _ pMM — O Q v
" o N > > GRAVITY IRRIGATION KEYNOTES —
PROPOSED GRADE C7 z w � N z z
C5ziu °r � �^
E 2735 2735 IR1 48"CONCRETE IRRIGATION MANHOLE PER ISPWC SD-611 v J
I
EXISTING GRADE IR7
ui
— 8POND OVERFLOW PER DETAIL 6 SHEET C8.2 N
2730 —i - 2730
a
309 LF- 18"GIRR-0.57% 8OUTLET TO WATKINS DRAIN PER PROFILE THIS SHEET T O
—� _
a
� 30 LF- 18"GIRR-0.57% 254 LF- 18"GIRR-0.57%
o CONTRACTOR SHALL DAYLIGHT PIPE INTO WATKINS DRAIN&INSTALL 6"RIP RAP Q co
2725 IR7 BEYOND PIPE A MINIMUM OF&TOP&SIDES `
2725 v
IRRIGATION POND 10 LF-18"GIRR-0.57%
SEE DETAIL 3 SHEET C8.2 O
cn WATKINS DRAIN
z
Q
D 2720 SEE SHEET C7.3 2720
5
n [EXISTING GRADE @ALIGNMENT CAUTION NOTICE
ILL] PROPOSED GRADE @ ALIGNMENT U)
Q 2715 2715 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR W C W z
z ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS a Q C o= W
Q OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN o i Q,2 ui ti W Z O
0000 N 00 M � W rn M O M v � co � O O �? CEO. N M 04 �° THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. �� W m Q o p►
� r 6) � N06 r` r (0 '6 L6 u7L V MM NN NN O U.
M N Cl) M M M M M M M M M M M M M M M M M M M M M M M M M M THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 �� ,� 2 W C z C o
N N r N N N r N N N N r N N N r N N r N
N N N N N N N N N N N N N N HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE
v UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL I m p a o m
NO Q�2�
dr EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON � .4 Q o v o W
G` 7+30 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+65 THE PLANS. Q? W
Od-
cn REVISIONS
T
GRAVITY IRRIGATION OVERFLOW No. Date Description Q
N STA 8+00 TO 14+00 >w
v 10 0 10 20 30 8 0 8 16 24
PROJECT NO.: O
o HORIZONTAL SCALE: 1"= 10' VERTICAL SCALE: 111=8' 25027
B DRAWN BY:
CR
CHECKED BY:
JB Q
0 10/21/25
O
CIA SHEET NUMBER
0
A `-4
C72
I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15