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NOTE: MENEM_
TOP OF GRATE ELEV ALL IRRIGATION MANHOLES ARE TO BE V o 0'
N
SEE PLAN MINIMUM 48" DIA. PRECAST PER I.S.P.W.C.
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ATTACH GRATE SECURELY " SD-613A WITH A 1' SUMP, UNLESS = w
TO CONCRETE RIM 6 OTHERWISE SPECIFIED.
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FOR ELEVATIONS SEE PROFILE AND PLAN Z
THIS SHEET
VARIES PRECAST MANHOLES REQUIRE a'
KOR-N-SEAL FLEXIBLE CONNECTIONS OR N
PIPE SIZE & 1' SUMP APPROVED (BY DESIGN ENGINEER, IN w
Z
tz
MATERIAL PER PLAN UNLESS WRITING) EQUIVALENT. W lC m
OTHERWISE LLj
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IRRIGATION PIPE °
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INV. ELEV. SEE PLAN �M C3
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TYP. IRRIGATION MANHOLE PROFILE v W
NOT TO SCALE
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09/01/2023
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UTILIZE EXISTING OUTLET; GROUT NEW I CHECKED BY:
PIPING IN TO FORM WATER—TIGHT I DAVID A. BAILEY P.E.
SEAL. PROTECT EXISTING STRUCTURE, I DRAWN BY:
HEADGATES IN PLACE. KSC
901 / III
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WEST GRAVITY IRRIGATION
SEE SHEET 7.3 LL
30 0 15 30 60 o� LL
SCALE IN FEET
1"=30' Z
Q Q 0
255 2559 ,J J
N Z W
o Q
255 �ILJ ~ S-FA:Z--23.1 b >
GIRR H N1 2556 Z
p W STA:4 05.39 RIM:2 551.74 O r n
+ 2 RIM:25 2.05 SUMP:2 47.67 V I W
(n SUMP: 547.00 "
� GIRR MH 3 IN IN:2548.67 18 S
Q = STA:8+05.
INV IN 2548.00 1 "S
9 INV 0 T:2548.00 1 "N INV OUT:2548.6 12 N i i I .
255 FINAL RADE 553
RIM:2550.1 Q LL
N � SUINVMP:254 .50 — — — — — I 2
Q IN:254 .50 12"S
INV OUT:2 46.50 12"N - - -
255 _ _ _ - - - - - - - - - -- - - - - - - - - - - -- - - LJ 2550
_ - - _ - - - - - - 178 LF 12 19 LF 18"
- J -- ADS N-12ADS N-12 0 9.59% Z
396 LF 12 N
L.L
2547 2547 � W
C00 DINATE F00 ING ELEVATIONS W/
ARCHITECTURAL P IOR TO SETTING > Q
ANY GRAVITY IRRIGATION PIPING W/IN Q
DEVELOPMENT SITE. CONTACT DESIGN O
254 ENGINEER IMMEDIATELY FOR R DESIGN 2544
IF THERE IS A CONFLICT. L.L
V
DATE:
254 2541 8-25-2023
PROJECT:
C2022-006
North GIRR PROFILE SHEET
HOR: 1 "=30'
3 VER: 1 "=3'
2511 9+00 8+70 8+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8�538