HomeMy WebLinkAboutC6.1_Gravity Irrigation C� Q M 1
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NOTE: 9� Q9E2
TOP OF GRATE ELEV ALL IRRIGATION MANHOLES ARE TO BE 12'-0" Q o
ATTACH GRATE SECURELY SEE PLAN MINIMUM 48" 1 PRECAST PER I.S.P.W.C. N T
SD-613A WITH A 1' SUMP, UNLESS 6'-0" 6'-0"
TO CONCRETE RIM 6 OTHERWISE SPECIFIED. ■ ZUj
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FOR ELEVATIONS SEE PROFILE AND PLAN Z
THIS SHEET
VARIES PRECAST MANHOLES REQUIRE PLACE 10" MIN. OF 3 4 NATURAL _
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GROUND KOR-N-SEAL FLEXIBLE CONNECTIONS OR ROAD MIX OR EQUIVALENT a
PIPE SIZE & 1' SUMP APPROVED (BY DESIGN ENGINEER, IN ON A STABLE COMPACTED
N
MATERIAL PER PLAN UNLESS WRITING) EQUIVALENT. SUBGRADE. I W Z
OTHERWISE
SPECIFIED GRAVEL ACCESS PAD >+ W W
IRRIGATION PIPE I
w
INV. Ell SEE PLAN „
TYPICAL SECTION I ?
4 -0 NOT TO SCALE I un w
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TYP. IRRIGATION MANHOLE PROFILE 0) 0
NOT TO SCALE I 0- V w
I I III Iu
I 12" C-900 ®0.73% W
1 ii i i ii i I \ANAL F
GIRR MH-1 12" ADS N12 @1.30% �, ';;I ��c'SG\STE
12" ADS N 1 ®0.25% 12 ADS N 12 ®0.76% I 4 I " Q
li 12 ADS N 12 ®0.53% I GIRR MH-6 �10/16/2023�
GIRR MH-3 / I3 ° _
GIRR MH-2 SCREEN BOX I bb
12 ADS N 12 ® 0.85% 17882
_ 111 �� .�
I � GIRR MH-5 � EX GIRR MH-7 y F \
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� CHECKED BY:
149 / D V ���� �c �� ����_ �I�� I� -� ® .�'I�� DAVID A. BAILEY P.E.
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1, /`� 8�� DRAWN BY:
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C,4
4
CONST. 12-FT GRAVE °
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I �,� • ' _-__�� L---��-�-- I ��� Q . . �9 / � . . o � L ACCESS PAD
/ AS SHOWN. USE SECTION, THIS SHEET. 'o� \ �/ /
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30 0 15 30 60 0 y
SCALE IN FEET
w
1"-30'
GIRR MH-6
STA:9+92.22
268 11 RIM.2685.32 EX GIRR MH-7 2688
03.65
SCREEN OX-4 GIRR MH-5 INV IN:2 83.30 12" RIM:26 5.28
STA: +28.69 INV OUT: 679.73 12"N SUMP: 682.22 Z
STA:7+58 RIM: 683.16 INV IN: 680.25 12"S 0
�IRR MH-1 STA: +49.77 SUMP:
GIRR MH-3 RIM:2 26 505.00 SUM :2677.89 INV OU :2683.22 1 "N a
I
A:2+08.65 RIM: 682.07 " INV IN:2678.89 2"S r� J
268 IM:2678.11 SUM :2676.09 INV OUT: 678.42 12" I UT:26 1 2685 J n/
UMP:2672.9 INV N:2677.09 12"S
INV IN:2674. 0 12"SE INV UT:2677.09 12"N INV OUT: 677.33 12
INV IN:2673.98 15"N _ -- // \ 1 0
268 _ - - - - -- - - - LJ 2682 z >
STA:2+4 77 -- 0 1 w
RIM:267 .06 ELEV. 680.50 EX 12" C 0 -0.8 % 0
SUMP:26 3.09 � ��' OP O CHECK
UNE 1 0 LF 12
INV IN:2 74.09 12„„ �- _ - _ _- _ ��� HIGH WATER 12 64 LF 12 •5 II- o
267 INV OUT: 674.09 12 W 2679 Q
- - --- - 02 LF
Li
267 \ - -- - -- - -- 396 12 E :726i�33 2676
z Z
EX 15 ADS-\ L _j
267 2673 -
37 LF 12"
d >
ADS N 12 0 0.25% Q
I <
267 2670 4
wPlans Are Accepted For Public
Street onstructi n
By stumping and signing tie improvement plan the Registered DATE'
Engin er ensures the Distric that the plans confo m to all District 10-13-2023
2667 ly an previously approved by the District in writng. Acceptance 2667 PROJECT:
A t i s a n Mcirket GIR PROFILE of the improvement plans by the District does not relieve the C2021-027
Regis erect Engineer of these responsibilities. SHEET
H R: 1 = O, BY DATE:
1 11 ER: 1 A A COUNTY HIGHWA DISTRICT
2661 80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 20 10 ��64 s