HomeMy WebLinkAboutC13.0_Pressure and Gravity Irrigation PRESSURE IRRIGATION NOTES:
1. PRESSURE IRRIGATION PROVIDED BY PUMP
STATION LOCATED IN LOT 1 BLOCK 3, TO
/ I I j
BE OWNED AND OPERATED BY THE
Q KINGSTOWN SUBDIVISION HOME OWNERS
ASSOCIATION.
W 2. THE PRIMARY IRRIGATION SOURCE IS
EXISTING ZEBULON w I SURFACE WATER FROM PARKINS-NOURSE
HEIGHTS SUBDIVISION w >-
LATERAL.
Uj� Q °
(NOT A PART) 0 0 67 LF 4" PVC
z o z 8 5 0_ 0_
X X X 206 LF 4" PVC tom W 1-1-112 IRRIGATION CONSTRUCTION NOTES
—IR 198 LF 4" PVC � �
TOB IR IR 2 8 � �1 INSTALL 12" PVC C900 PRESSURE
- _ I — X IRRIGATION SLEEVE. z
Mlmm � - P 15 LF 4" PVC p
— — �I R - 3 10
X X X INSTALL 4" TEE.
9 7 7 7 7 8 2 7 I 7 7 7 7 — — U)
2 4 I INSTALL 4" ISOLATION VALVE PER SETTLER'S o
\ 3.0' I I } 7 I IRRIGATION DSTRICT DWG NO PIRRO3002.
95 LF 4" PVC w
2 13 14 ■ INSTALL 4" STUB FOR FUTURE PHASE 2 0
10
9 I 8 I 7 6 5 4 3 2 1 I I / CONNECTION.
� 1 82 LF 4" PVC
1 1 95 LF 4" Pvc—/ 0 I � N
• I /
5 INSTALL 4" BEND(S).
I I 95 LF 4" PVC •! I
I ;U 3 / � I W W �6 INSTALL 4" CAP.
3 I 54 LF 4" PVC ' •: i 1 Q : U)
INSTALL 3/4" PRESSURE IRRIGATION SERVICE
• ® PER SETTLER'S IRRIGATION DISTRICT TWG NO
• I PIRR03005.
/ • E EAGLE VIEW CT. I I -$ W 1 " w 12" w ••• I O
I — — - I / ,' ; • I �8 INSTALL P.C.C. THRUST BLOCK PER
/.• cb 8"S 8 'S E EAGLE VIEWS 8 �• ; I •• •• SETTLER'S IRRIGATION DISTRICT DWG NO
' PIRR03006.
/ 32 LF 4" PVC I ° •• mr
I �3
10 LF 4" PVC " "• •. .. —
/ �� .. . •• • • I INSTALL MAINLINE DRAIN PER SETTLER'S
3 rx• / 0 „ I / IRRIGATION DISTRICT DWG NO PIRR03001.75 8 / �51 LF 4" Pvc 3 I I FUTURE KINGSTOWN . • / /'� w
12 �� ' • I SUBDIVISION PHASE 2 I 10 INSTALL 60" DIAMETER PRECAST WET WELL
�! I v 95 LF 4" PVC I • • ° TO SETTLERS IRRIGATION DISTRICT o
\ 7 •4 I • I I �, (NOT A PART) / REQUIREMENTS. INVERT ELEVATION PER WET � o co
• , , ;i I 1• / / //
/ / •'% \ 5 6 i / WELL DETAIL ON THIS SHEET.
0 N M
• . / ;; %/� • I / I Z Y N
/ •.i ., co
® 11 INSTALL 6" MIN. THICK CONCRETE PAD PER z U) CD
o SETTLER'S IRRIGATION DISTRICT oCD
7 13 34 LF 4" PVC 7 ® • , ° _
N •\\ J` / I REQUIREMENTS. W 0 CO
/ 100 LF 4" PVC •� 4 7 o
• � 5 INSTALL 12 DIAMETER PVC OVERFLOW PIPE ■ Yco
• FROM WET WELL TO EXISTING GRAVITY o
/ - —
Q' / IRRIGATION MH. INVERT ELEVATION PER WET o o .o
7 14 • " \ 3 7 2 6 `�'QaS'/y�N WELL DETAIL ON THIS SHEET. C0
T •%
F� 5 �V";,'_ ® 1, +- ��� Z 0 13 INSTALL 4"X2" REDUCER.
V 95 LF 4" PVC �� 0 ', \ 10 LF 4" PVC ` d ` Z r z
\/ s+ G V ;-; - 14 SECONDARY IRRIGATION CONNECTION TO CITY
�!e �y ���', �' ;"� / ® ® I Z OF MERIDIAN WATER SYSTEM. w O
0 A,.
,p� •\ \ 3 8 7 / 108 LF 4" PVC / / Q 4. Q U)
y \ �Np�. �0N DNA s 3 :• 2 v 5 ~ Q Q
4 Q /
O q�'1 �� / 91 LF 4" PVC 1
q,Q ? p 0 Q —
N ♦.
ry
•iR
0
a 1 54 LF 4" PVC d. • . ° , �� ` ��( I ~ CO ' W
CO z w
o
FUTURE KINGSTOWN
\ ..
/ o``Q��, / — —
Y / o Q 5 SUBDIVISION PHASE 2 >
w
/ zQ�a . M ♦ — Q zQ
N _ ° (NOT A PART) w
\ o00
w
o �
3 S NG • ° / \ � � W z w
\ / Bp�� z Q o
FGgR q AqR o
e r /
/ - -
/ z w
o / \ ky X I
LLJ
m
m m
o 0
w
/ / / / �R
/ / — — GRAPHIC SCALE IN FEET C) = w
/ 0 20 40 80 a v
o / \ / \ ` / \ \ / o — NORTH o CD
0
0 \
N o /
o
N
Z / i / / / / N O O
c
a Z o co M
N z U) N
a INV: 2616.47 z v ..
> o
w LU
a E EX. IRR MH WET WELL � � C) Q
LLJa � c o 0
W °a INV: 2614.64
c•; SEAL
c-' s EL. 2619.47'
z
a EL. 2617.97' • — 1-11I _ = N
z I I I III I 11 III=III= — 1—III
_ pVC III—III—I COMPACTED
U) =III —12 == III III=III GRAVEL
9
III 1 III III—III —III 2
=1 I I 111=111=1 I I-I I I-I I I =1 C FI l N
1=1 lII—III—III—III-1 I I ' F E R 6
o _ o II = INV: 2614.52 (E) � F
a �b15" IRR. INV. 2612.39' _ 111—III—III—IIMi I11 0 1-111-1 (CONTRACTOR TO VERIFY
1—i__=III—III—III—III-111 III=III. EXPIRES 10/31/23
AND ALERT ENGINEER TO
> .3 CAUTION: NOTICE TO CONTRACTOR 111-111-111-111-111-111-111-1 1 1-1 1 1 1—
N " s I-111-111-111-111-111-111-111-111-111 5.00' 11 I— ANY DISCREPANCIES) SHEET NO.
N = o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , III-1 I I-1 I I-1 I I-111-111-111-111-111— 1-1 I
o a UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES
N - 1=111=111=111=111=111=111=111=111=1 1 EX. EARTH
1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 13
o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION
CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THEcu
0 d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below. WET WELL DETAIL N TS 13 OF 18
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig