HomeMy WebLinkAboutC8.02_Gravity Irrigation Plan & Profile Baratza Delivery B1 L19 B1 L20 61 L21 B1 L22 B1 L23 B1 L24 Bi L25 B1 L26 B1 L27 B1 L; Sheet Notes:
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3,364-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 2,186-SF 4,372-SF 4,372-
C 1 1. ALL WORK SHALL BE COORDINATED WITH SETTLER'S IRRIGATION DISTRICT(SID). ANYAu NY -S
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T cc CONNECTIONS TO SID FACILITIES SHALL BE CONSTRUCTED, INSPECTED,AND
- APPROVED PRIOR TO THE START OF IRRIGATION SEASON. VERIFY EXACT DATES WITH O
SID.
2. CONTRACTOR SHALL NOTIFY THE IRRIGATION DISTRICT TWO (2)WORKING DAYS PRIOR
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- TO BEGINNING WORK. ALL TRENCHES SHALL BE LEFT OPEN FOR OBSERVATION. A
MINIMUM OF 48-HOURS NOTICE IS REQUIRED FOR ALL INSPECTIONS.
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2.1 2.6 GIRR DELIVERY 01 3. ABANDONED BUILDINGS,TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR 7
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7,600-SF GIRR MTR MTR MTR MTR FUTURE IRRIGATION STRUCTURES SHALL BE RE-EXCAVATED TO NATIVE SOIL AND
BACKFILLED WITH STRUCTURAL FILL PER THE REQUIREMENTS OF THE PROJECT
GEOTECHNICAL REPORT AND GEOTECHNICAL ENGINEER.
R/W R/W R/W R/W BMW R/W /W RAI R/W R/W R/W RM FIAJ R/W R/W R/W R/W R/W /W R/W R/W R/W 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN,
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CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION `�l
a AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
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L� °eves8"W 8"W ! f of - 81W 8"W 8"W 8"W 8"W 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATETo
+ LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL #
EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
Cl-- _ RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO
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EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
8"SS 8"SS S 8"SS SAN " " Z8-SS 8"SS 8"SS 8"S$ SAN 8"SS 8"SS 8"SS
o V 6. ALL PIPE SHALL BE PER ASTM D3034 SDR 35 PVC, ASTM C76 CLASS III RCP WITH
RUBBER GASKETED JOINTS PER ASTM C443 OR ASTM F 2764 46 PSI PP,AS NOTED ON
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PLANS.
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R/W R/W R/W R/W f//W - R/W /W - R /W R/W R/W R/W R/W - R/W - R/W R/W R/W R/W /W R/W R/W R/W- 7. PIPE COVER SHALL BE A MINIMUM OF 18-IN. REFER TO PLAN AND PROFILE FOR FOR
�--�� ELEVATIONS.
2.1 GIRR DELIVERY 02 5+00 GIRR DELIVERY 03 2.1 �� 1 6+00! 2.1 GIRR DELIVERY 04 7+00 8+00 8. PIPE BEDDING AND BACKFILL SHALL BE PER ISPWC SECTION 305. ALL PVC PIPE SHALL
GIRR 12"GIRR 12°GIRR GIRR 12°GIRR GIRR 12"GIRR 12°GIRR 12°GIRR 12°GIRR 12"GIRR GIRR UTILIZE A CLASS A-1 BEDDING SYSTEM. RCP PIPE SHALL USE A CLASS B-2 BEDDING
108-LF OF 12-IN PVC AT 0.25% - 8"PIRF�230-LF OF 12-IN PVC AT 0.25% 1. 8"PIRR "PIRR 8"PIRR "PIRR 8"PIRR SYSTEM.
6"PIRR "PIRR - 8"PI R 69 LF OF 12 IN PVC AT 0.25/O 8"PIRR R
- GIRR DELIVERY 05 2.1
s 9. PIPE 24-IN OR LESS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC
SECTION 501 PART 3.4.
10. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF POTABLE AND NON-POTABLE
LINES PER ISPWEC SD 407
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` 9� 11. ALL BOXES SHALL BE CAST-IN-PLACE REINFORCED CONCRETE. CONCRETE MIX DESIGN
SHALL BE CLASS 4000 PER ISPWC SECTION 703. ALL BOXES SHALL HAVE FIBERGLASS
' ` o MANHOLE STEPS INSTALLED ON THE UPSTREAM SIDE OF THE STRUCTURE. BOXES
' SHALL BE PLACED ON A MINIMUM OF 4 INCHES OF TYPE i BEDDING ON PREPARED
- ` SUBGRADE PER ISPWC SECTION 305- PIPE BEDDING,AND EXTEND A MINIMUM OF
4 12-INCHES BEYOND THE LIMITS OF THE BOX.
12. EXCEPT WHERE NECESSARY FOR INSTALLATION OF POPE OR STRUCTURES OR WHERE
INDICATED OTHERWISE, EXISTING CANALS AND DITCHES SHALL BE PRESERVED.
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4,000-SF 13. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE IRRIGATION
' \ DISTRICT,ADA COUNTY HIGHWAY DISTRICT,AND CITY OF MERIDIAN.
PRE-CONSTRUCTION MEETING SHALL BE HELP PRIOR TO THE COMMENCEMENT OF ANY
WORK.
p 60 ' \ 14. CONFIRM ALL EXISTING UTILITY ELEVATIONS PRIOR TO CONSTRICTION. NOTIFY
ao ` ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
` 15. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY.
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4000 SF _ Keynotes:
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00 ` - 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE N0. 2 ON
Irrigation ProfflemBaratza
0 20' 40' CONSTRUCTION.SHEET CO.00. FOR EXISTING STRUCTURES,Plan & CONDITION PRIOR TO NFORM ENGINEER OF ANY DISCREPANCIES.
Horizontal Scale: 1" - 20' 2. INSTALL GRAVITY IRRIGATION STRUCTURE:
2.1. 48-IN MANHOLE PER ISPWC SD-611
2.2. 4-FT STANDARD IRRIGATION BOX PER ISPWC SD-619.
2.3. CAST IN PLACE CONCRETE INTAKE STRUCTURE PER DETAIL 1/C8.04.
2550 2550 2.4. BARATZA RETURN LINE PUMPHOUSE, SEE PRESSURIZED IRRIGATION PLANS.
GIRR - BARATZA DELIVERY: Sta. 44.00 - 9+50 2.5. TURNOUT GATE PER DETAIL 3/C5.03.
2.6. POND LEVEL CONTROL VAULT; SEE PRESSURE IRRIGATION PLANS FOR MORE
HORIZONTAL SCALE: 1" = 20' INFORMATION
VERTICAL SCALE: 1" = 2' PROPOSED GRADE AT
CENTERLINE OF PIPE 3. CONNECT PIPE TO EXISTING IRRIGATION SYSTEM:
2548 2548 3.1. CONNECT TO EXISTING GRAVITY IRRIGATION STUB.
3.2. POUR CAST-IN-PLACE STRUCTURE AROUND EXISTING PIPE. CUT EXISTING PIPE
TO FIT AND SEAL PER IRRIGATION DISTRICT STANDARDS.
4. INSTALL 5'x 10'x 1'THICK (MIN.) LOOSE RIPRAP APRON PER ISWPC SECTION 206.
POND LINER PENETRATION PER LINER MANUFACTURER'S RECOMMENDATIONS.
EXISTING GROUND AT
2546 CENTERLINE OF PIPE 2546 r
--- --------- ----- ---- ---- - ---- ----- ---- ---- ---- ---- ----
---- ---- -- ------ ---- --- �- y C.�
2544 -- ---- - -- - 2544 Cc
0
2542 2542
4-IN PRESSURE 8-IN WATER MAIN cc
IRRIGATION
IRRIGATION CROSSING PRESSURE
CROSSING � IRRIGATION CROSSING O
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2540 2540 ■y
00
0
75-LF OF 12-IN PVC AT 0.25% 00
8-LF OF 12-IN PVC AT 0.25% 69 LF OF 12-IN PVC AT 0.25%
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230-LF OF 12-IN PVC AT 0.25% CD
58-LF OF 12-IN PVC AT 0.25% 2538
2538
GIRR DELIVERY 02 2'1 4 y O
48-IN MH PER ISPWC SD-611 GIRR DELIVERY 03 2'1 2.1
STA:4+45.66, 0.00' 48-IN MH PER ISPWC SD-611 48-IGIRR DELIVERY 04 \
2536 RIM: 2545.93± STA: 5+53.52, 0.00' STA: +MH PER ISPWC SD 611
SUMP: 2537.82 STA: 6+22.64, 0.00' GIRR DELIVERY 05 2.1 2536 N � � CO
RIM: 2546.34± c �
SUMP: 2537.55 RIM: 2546.21± 48-IN MH PER ISPWC SD-611 cc
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IE IN: 2538.82, 12-IN PVC (N) SUMP: 2537.37 STA: 8+52.45, 0.00 ccmime QO�
IE OUT: 2538.82, 12-IN PVC (E) IE IN: 2538.55, 12-IN PVC (W) IE IN: 2538.37, 12-IN PVC (W) RIM: 2547.08± p
IE OUT: 2538.55, 12-IN PVC (E) SUMP: 2537.80
IE OUT: 2538.37, 12-IN PVC (E) IE IN: 2537.80, 12-IN PVC (W) 2534 .�2534 IE OUT: 2537.80, 12-IN PVC (SE) C ti
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2532 2532 Revisions
1.
8-IN SEWER MAIN
CROSSING
2530 2530
2528 2528
2526 2526
$ZONAL E
N
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION
AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE �d
2524 2524 568
O O O O O 00 O N M - M r O N Ln N cc O cc ~ CD ~ r` co r` co t` O 00 co 00 O O O O O O O co O N O M M O � O 1 O � 04/15/2025 �
co O DO T O co CO CO N r` O � Lf) CD r- OO 00 O O O T CD r` O Lf) O O
LCJ co L6 co L6 L6 CO CO CO CO CO L6 L6 (.6 � L6 � L6 CO CO CO CO C.4 (,6 CO Lo ti '� (.0 Lo M Ln O Ln N Ln M Ln M I'
Ln LO Ln LO Ln Ul Ln L, LO Ln L, Ln LO Ln L, Ln L, Ln U') 'r' U') Ln L, Ln L, Ln L, Ln 1_0 Ln L, Ln L, Ln U') Ln Lo 'r' L, 'r' L, 'r' L, LIM 1_0 LC� Ln LIM L, LIM Lo 'r' L, 'r' L, 'r' L, rE OF \O
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N fA
4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+50
Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
a Gravity Irrigation Plan & Profile
Baratza Delivery
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