HomeMy WebLinkAboutHRSM#3_C6.2-LINE A & LINE B PLAN & PROFILE Lf)
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+E GRAVITY IRRIGATION KEYNOTES p
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S CONNECT TO EXISTING WEIR STRUCTURE WITH 12" �
SDR-35. INVERT CALCULATED AT 2559.80'. INSTALL 12" Z
SDR-35 FLUSH WITH WEIR STRUCTURE AND GROUT O
O AROUND PIPE UNTIL FLUSH WITH RIM OF WEIR [-- (/)
STRUCTURE. CONTRACTOR TO FIELD VERIFY EXISTING
WEIR STRUCTURE INVERT. CONTRACTOR TO CONTACT Q W
0 30' 60' 0 30' 60' ENGINEER OF RECORD FOR REDESIGN IF DISCREPANCIES
OCCUR. Li
Z
SCALE 1" = 30' SCALE 1" = 30' CONTRACTOR TO CUT EXISTING BOX A MINIMUM OF 1.7FT J
SUCH THAT THE BOX IS NO LONGER CROSSING THE O
PROPERTY LINE, REPAIR BOX AND CONNECT NEW 12"
O SDR-35 GRAVITY IRRIGATION PIPE. NEW 12" SDR-35 -
INVERT CALCULATED AT 2559.21'. CONTRACTOR TO FIELD Q
VERIFY NEW INVERT AT CONNECTION. CONTRACTOR TO
CONTACT ENGINEER OF RECORD FOR REDESIGN IF J �
DISCREPANCIES OCCUR. J
Q
O3 SEE SHEET C6.3 FOR PI CROSSING NORTH PROFILE. U O
CONNECT TO EXISTING 36" GRAVITY IRRIGATION BOX. V
NEW 15" INVERT IN CALCULATED AT 2554.45'. REMOVE O z AND REPAIR EXISTING 15" INVERT IN NORTH. _ O
CONTRACTOR TO FIELD VERIFY EXISTING INVERT. ^
CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR v
eM
REDESIGN IF DISCREPANCIES OCCUR. =V W
cn W. PINE AVE. ,,,,�,
- - w - -- - - - - - - - - - - - - - - - - REMOVE EXISTING 3'x3' GRAVITY IRRIGATION BOX AND 0 = Q
� --W �_-W - - - U N P LATTE D O PIPES. SAW CUT EXISTING SIDEWALK AND REPAIR PER U� 0
O - _ W ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-709. W 0
b GIRRMH 6 0. =
STA: 0+00.00 O
w _-_- GIRRMH 7 BOX 3
_ - - - - 4 GIRRMH 5 OP7- O DP TOP I 0 I (� a I I, / 0 I 0-TOP GIRRMH 4 STA: 0+14.94 STA: 1+50.39 2.39 w 0
STA: 8+21.58 I I \ \ \ / I �- -T+0
z _ / j NE A / / �� / / STA: 5+49.14 <3> U aie -il 0
O - 4 Pi - air_ _ d $ a�� _ _ 1 12 Ad ^o �'2"° 1 Id 17 N ' Q
LLI - Id -V - LINE 0
B
� - EXISITNG BOX 1 8+33.27 BLOCK 1 II
U
N STA: 8+33.27 I \ W 1 1 co
V--I W
O > I o 19
N LL-
m V 20 I 17 16 Lv I
21 II 18 w z = CD
z cn O I c/) _
x n �.
Lv
LINE A PROFILE = LJ-J
8+33 8+00 7+00 6+00 5+40
2570 2570 L-L-
O
VERTICAL SCALE
0 3' 6'
SCALE 1" = 3' LINE B PROFILE Q
0+00 1 +00 1 +52
2565 2565 2570 2570 Q
VERTICAL SCALE
0 3' 6'
EXISTING GROUND SCALE 1" = 3'
/ FINISHED GROUND
2560 / _ 2560 2565 2565
/ - - - - - - - - - - - - - - - - - - - � � � FINISHED GROUND
ri
(D
12.78 LF 12" GIRR @ 2.26%
i
II Y
/ Of EXISTING GROUND o i
> 270.42 LF 12" GIRR @ 0.70%
r 9.69 F 12" GIRR @ 0.83%
Ln
W
II _ _ -- - - W _MM ow
zcnCD �
w n
GIRR @ 0. 3% J`V � a-
25551 - 30" GIRR MH 4 2555 2560 2560 C� Q " 0
HYDRAULIC GRADE LINE 5+49.14 0.0' z Q z m o o a-
LJRIM 2561.5E
Uj w
12" IN 2556.43-SE CD :2
c)
w Y Y co 0 0
Q U O co w
12" OUT 2556.43-W ,�� m =
30" GIRR MH 5 �� 8" WATER MAIN W INSULATED NO SUMP 30" GIRRMH 7 � m
8+21.58 0.0 0+14.94 0.0' 48" GIRR BOX 3 m o i
STEEL SLEEVE CROSSING 1+50.39 0.0' w
RIM 2560.2E RIM 2562.7t z Y o
12" IN 2554. 3-E 12" IN 2559.51-NW 3: v w
4 PIRR CROSSING RIM 2561.5t
12" OUT 255 .53-W 12" OUT 2559.51-S = Q J
12" IN 2559.21-N Q w w
NO SUMP SUMP 2559.51 12" OUT 2559.53-S o v o LL o
12" OUT 2559.28-W
2550 2550 2555 30" GIRR MH 6 SUMP 2559.21 2555
36" GIRR EXISITNG BOX 1 0+00.00 0.0' C5 NA F�
8+33.27 0.0' NOTES: RIM 2562.7t NOTES: /_1� G'i2
RIM 2559.4E 1.) ALL IRRIGATION BOX TO BE PER 3'x3' AND INSTALLED 12" IN 2559.80-N 1.) ALL IRRIGATION BOX TO BE PER 3'x3' AND INSTALLED O
12" IN 2554.45-E PER ISPWC STANDARD DRAWING SD-619 WITH NO SUMP 12" OUT 2559.80-SE PER ISPWC STANDARD DRAWING SD-619 WITH NO SUMP m
UNLESS OTHERWISE CALLED OUT. UNLESS OTHERWISE CALLED OUT. a ED
SUMP
OUT 2554.45-W NO SUMP NOT APPROV
06/26/25
SUMP NO 2.) ALL IRRIGATION PIPE SHALL BE SDR-35 UNLESS 2.) ALL IRRIGATION PIPE SHALL BE SDR-35 UNLESS F R CONSTRUCTI N
OTHERWISE CALLED OUT. ROAD CROSSING TO BE 12" C-900. OTHERWISE CALLED OUT. ROAD CROSSING TO BE 12" C-900. �'T OF O
�TE \OPT
3.) ALL GRAVITY IRRIGATION MUST HAVE A MINIMUM OF 1.5' 3.) ALL GRAVITY IRRIGATION MUST HAVE A MINIMUM OF 1.5'
OF COVER. MOUNDING MAY BE REQUIRED IN CERTAIN AREAS. OF COVER. MOUNDING MAY BE REQUIRED IN CERTAIN AREAS.
2545 2545 2550 2550
8+33 8+00 7+00 6+00 5+40 0+00 1 +00 1 +52 SHEET
C6 .2