HomeMy WebLinkAboutPZ - Gravity Irrigation Approved Plans APPROVED FOR CONSTRUCTION
COLE VALLEY CHRISTIAN SCHOOLS CENTRAL CAMPUS
GRAVITY IRRIGATION IMPROVEMENTS EKV:]
A R C H I T E C T S
Me ,ridian
Idaho
BOI 8370 E RIVER DRIVE
BOISE, IDAHO 83706
WWW.LKVARCHITECTS.COM
208.336.3443
Engineer's Standard Notes: City of Meridian - Standard Notes: Vicinity Map: '� THE
Sheet List Table ?-
�1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE GENERAL CONSTRUCTION NOTES: Sheet Number Sheet Title LAND
CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO ��
THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS cb C1.00 Cover TLG PN.
TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) C1.50 SWPPP-Area 1
2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY s
OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. C1.55 SWPPP Details SZONAL E�
EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE 5
W. CHINDEN BLVD. \STER 0-
WORKIS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND C2.00 Gravity Irrigation Overall Layout
ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A C2.01 Creason Lateral
FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL 13328 e
THE SITUATION IS RESOLVED. C2.02 Creason Lateral
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE T o
CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC C2.03 South Delivery Lateral '9Te OF 0
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE WORKS DEPARTMENT ON SITE AT ALL TIMES. C2.04 South Delivery Lateral 04�&RIELw �
COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH o
4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION o C2.05 Private Waste Line 11/11/2U22
MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE o
CONFERENCE PRIOR TO START OF WORK. Q
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT C C) C2.50 Gravity Irrigation Details
LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE 2E
WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. °5 C2.51 Gravity Irrigation Details
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4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES
DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE 6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE z
GOVERNING AGENCY,AT NO EXTRA COST TO THE OWNER. APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS F
SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION 7080 W PROJECT
5. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 90AD
CMILLAN
PROTECTED. 7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING LOCATION
TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT
6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY PAVING.
CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY W. MCMILLAN ROAD
CONSTRUCTION. 8. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE
PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE
7. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS.
NOT TO SCALE
EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN 9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY
WRITING BY THE GOVERNING AGENCY. AT THE TIME THE PROJECT WAS DESIGNED,THE 2013 EDITION OF THE ISPWC APPROVAL IN WRITING PRIOR TO CONSTRUCTION.
WAS THE MOST-RECENTLY ADOPTED.
8. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. ROADWAY:
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A
RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY
9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS CONSTRUCTION.
OTHERWISE NOTED.THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER.
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY AND UTILITY TRENCHES ABOVE THE
10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. PIPE ZONE.
11. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND
INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS
RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES WATER: Owner
BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RULES FOR PUBLIC
CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S DRINKING WATER SYSTEMS (IDAPA 58.01.08) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN COLE VALLEY CHRISTIAN SCHOOL
REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR GENERAL CONSTRUCTION NOTE NO. 1. CONTACT:ALLEN HOWLETT, SUPERINTENDENT
RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL 1108 NE 21 STREET
COST TO THE OWNER. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, 2
STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE MERIDIAN, IDAHO 83642
12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL PHONE: 208.947.1212
EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO EMAIL: ALLEN.HOWLETT@CVCSONLI NE.ORG
RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER
TRAFFIC,WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. RULES (IDAPA 58.01.16).
13. CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND Civil Engineer
STANDARDS AT THE WORK SITE AT ALL TIMES. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC THE LAND GROUP, INC.
14. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD ASBUILT DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). GABE WELZ, P.E.
INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR 462 E. SHORE DR., SUITE 100
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM EAGLE, ID 83616
SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING PH: 208.939.4041
OF RECORD DRAWINGS. MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO EMAIL: GABE@THELANDGROUPINC.COM
DEPARTMENT OF ENVIRONMENTAL QUALITY.
15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3)WORKING DAYS PRIOR TO THE START
OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER Contractor
THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, USERS AFFECTED BY CONSTRUCTION.
REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD
SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). ESI CONSTRUCTION
JOHN MARTZ
16. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH WATER MASTER DOMINGO ASUMENTI 3330 E. LOUISE DRIVE, SUITE 300
(208)-880-4778 AND DOUG THURGOOD (208)-880-0569 PRIOR TO COMMENCEMENT OF ANY WORK ON THE EIGHT SEWER: MERIDIAN, ID 83642
MILE LATERAL. MEETING ATTENDEES SHALL INCLUDE OWNER'S REPRESENTATIVE AND CIVIL ENGINEER. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA PH: 208.362.3040
58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. EMAIL:JONMARTZ@ESICONSTRUCTION.COM
17. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH NAMPA & MERIDIAN IRRIGATION DISTRICT 1
WATER SUPERINTENDENT GREG CURTIS (208)-466-0663 PRIOR TO COMMENCEMENT OF ANY WORK ON THE SKY 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER,
PILOT DRAIN. MEETING ATTENDEES SHALL INCLUDE OWNER'S REPRESENTATIVE AND CIVIL ENGINEER. STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE Surveyor
WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO THE LAND GROUP, INC.
RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER JAMES WASHBURN, P.L.S.
RULES (IDAPA 58.01.16). 462 E. SHORE DR., SUITE 100
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER EAGLE, ID 83616
MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND PH: 208.939.4041
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE EMAIL:JIM@THELANDGROUPINC.COM
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC
DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE
CROSSES A STORMWATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES).
5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE
TO NATURAL GROUND, USE"CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES
AND FITTINGS.
6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL Benchmark Notes:
UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE
INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER.
SEE SHEET C2.00 FOR LOCATION OF TEMPORARY BENCH MARK LISTED BELOW:
7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM.
TBM #1 : DESCRIPTION: SCRIBED"X"ON CONCRETE CURB 0
NORTHING: 723147.955 0
EASTING: 2430987.953 4.
ELEV=2519.06
HORIZONTAL&VERTICAL DATUM:
1. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83)
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) • ct
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Call Before You Dig! REVISIONS:
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DRAWN BY: GW/SR
E IDIAN APPROVED FOR CHECKED BY: GW
IDAHO CONSTRUCTION
These plans and/or specifications have been reviewed for compliance with
Meridian City Standards and Specifications.This review does not relieve the PERMIT SET
owner,engineer,or contractor of the responsibility to design and/or construct
those facilities in compliance with all current applicable federal,state and local
laws,rules,regulations,ordinances,development agreements,specifications, DRAWING NO.
orders or approvals,all of which the City retains the right to enforce.
inconsistencies not noted by City staff shall not be construed as approved
unless specifically addressed in writing by the City.Any proposed revision to C1 . 00
these plans must be submitted for review and compliance with the Meridian
City Standards and Specifications before said revision is constructed.
Name Date Cover
APPROVED FOR CONSTRUCTION
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Gravity Irrigation Overall Layout 0 100' 200' Gravity Irrigation
Overall Layout
Horizontal Scale: 1" = 100'
APPROVED FOR CONSTRUCTION
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Sheet Notes:
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x 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE
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ISPWC AND THESE PLANS.
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N I 2. CONTRACTOR SHALL NOTIFY THE ENGINEER TWO (2) WORKING DAYS PRIOR TO
X x BEGINNING WORK. ALL TRENCHES SHALL BE LEFT OPEN FOR OBSERVATION. A
ix 7MINIMUM OF 48-HOURS ADVANCE NOTICE IS REQUIRED FOR ALL INSPECTIONS.
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d 3. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY.
2400 E RIVERWALK DRIVE
x > 4. ALL PIPE SHALL BE ASTM D3034 SDR 35 PVC OR ASTM C76 CLASS III RCP WITH BOISE, IDAHO 83706
RUBBER GASKETED JOINTS PER ASTM C 443,AS NOTED ON PLANS.
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x a STEEL CASING 5. PIPE COVER VARIES WITH PIPE TYPE AND LOCATION, REFER TO PROFILES FOR 208.336.3443
IE: 2500.86 I IE: ' COVER. UNLESS SHOWN OTHERWISE, CONTRACTOR SHALL PLACE FILL OVER
24-IN STEEL CASING I TOP OF PIPE LEVEL WITH EXISTING GROUND ELEVATIONS, OR PROVIDE 18-IN
BEGIN 7 19.87 19.63 12 IE: 2508.45 GI ST 7 END MINIMUM COVER,WHICHEVER IS GREATER.
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1 0 - 4 6. PIPE BEDDING AND BACKFILL SHALL BE PER ISPWC SECTION 305. ALL RCP PIPE �� �����
HISTORICAL DRAIN DITCH rA W
PRESERVE AND PROTECT 6-LF OF 36-IN RCP AT 0.34% 3 _ `c - _ _ _ SHALL UTILIZE A CLASS B-2 BEDDING SYSTEM.
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0 1+00 7 PART 3.4. L BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 501 ��PIPE 3.4.
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TOP TOP TOP TOP GI STRC 1 'Co" 94-LF OF 36-IN RCP AT 0.10°/O ° 0 8. ALL BOXES SHALL BE CAST IN PLACE REINFORCED CONCRETE. CONCRETE MIX AL
TOE - ``'s �`" U. 20 ° - - DESIGN SHALL BE CLASS 4000 PER ISPWC SECTION 703. ALL BOXES SHALL SSIC EN
TOE TOE TOE ---- � � � o 0 0 , ��� 20.50 25 0 0 0 0 19,94 _ _ - G�STE G'✓
- - - - - - - - - HAVE FIBERGLASS MANHOLE STEPS INSTALLED ON THE UPSTREAM SIDE OF THE o RFO
TOP TOP - TOP TOP o o - x - - o ° 0 30'EXISTING CREASON LATERAL EASEMENT
G 'RR 18"GIRR �'RR o '�, STRUCTURE. BOXES SHALL BE PLACED ON A MINIMUM OF 4-INCHES OF TYPE I
20 LF OF 18-IN RCP AT 0.51/° 19.86 0 0 (TO BE VACATED) I BEDDING ON PREPARED SUBGRADE PER ISPWC SECTION 305 - PIPE BEDDING, 13328
IE: 2519.40 R3p� p Q,`L 18.88 0� 19.45 (D o AND EXTEND A MINIMUM OF 12-IN BEYOND THE LIMITS OF THE BOX.
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b •-� 77-LF OF 36 IN RCP AT 0.10% O°
- X X __X_X X X-X X - oo �. 9. EXCEPT WHERE NECESSARY FOR INSTALLATION OF PIPE OR STRUCTURES, TE OF
n ° b oho v, 4-IN EXISTING CANALS AND DITCHES SHALL BE PRESERVED. BACKFILL AND `�BRIEL
19.35 :> o Ld° o o GI STRC 3 I I REMOVAL OF EXISTING CANALS SHALL BE PART OF THE OVERALL COLE VALLEY
19.11 ~ DC o 0 0 0
x 18.54 �,� ° ° O 6 DAYLIGHT LINE 30'PROPOSED CREASON LATERAL EASEMENT CHRISTIAN SCHOOL SITE IMPROVEMENTS. 11/11/2022
° 18-IN STEEL CASING � � �, - - GI STRC 5
IE:2500.66 �, �', ° ° o - - - - - - - - - - - - - - - - - - - - - - - - 10. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH
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oo 0 0 o GI STRC 4 20.62 CREASON LATERAL ENGINEER STEEE SWEET (208)-850 3452 PRIOR TO
24-IN STEEL CASING T o 0 2+00 225-LF OF 36-IN RCP AT 0b.10% 3+00 . . . . .4+00. 20.46 . . . . . . . . . . . . . . 5+00 6+00 19.98 7+00 8+00 COMMENCEMENT OF ANY WORK ON THE CREASON LATERAL. MEETING
IE: 2508.45 18:97ATTENDEES SHALL INCLUDE OWNER'S REPRESENTATIVE AND CIVIL ENGINEER.
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20.1 1. EXTEND 5-LF OF 36-IN CONCRETE PIPE INTO EXISTING CONCRETE DITCH.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . I EXTEND NEW DITCH SECTION TO EDGE OF BOX, MATCH EXISTING SECTION.
-
- 00 PRIVATE WASTE LINE 2. INSTALL 24 SF OF RIP RAP (D50=0.5-FT)AT OUTLET OF PIPE.
J SEE PLAN &PROFILE SHEET C2.05 ��
\
U, C/, 3. INSTALL 50-LF OF 18" STEEL CASING PER CITY OF MERIDIAN STANDARD
oa M Q m DRAWINGS SW1 AND SW2 (DETAILS 5 &6 ON SHEET C2.50). PLACE END CAPS
�- � Cl- N � ON PIPE TO PROTECT AGAINST SOIL INTRUSION. CARRIER PIPE AND SPACERS
W LIS SEE SHEET C2.05 ❑� TO BE INSTALLED BY OTHERS UNDER SEPARATE CONTRACT.
WGIRR GIRR
4. INSTALL 50-LF OF 24" STEEL CASING PER CITY OF MERIDIAN STANDARD
DRAWINGS SW1 AND SW2. PLACE END CAPS ON PIPE TO PROTECT AGAINST
EXISTING PROPERTY BOUNDARY I SOIL INTRUSION. CARRIER PIPE AND SPACERS TO BE INSTALLED BY OTHERS
C) � UNDER SEPARATE CONTRACT.
r 5. INSTALL GRAVITY IRRIGATION STRUCTURE PER DETAIL 1/C2.50.
FUTURE RIGHT-OF-WAY LINE o �
60 CD 6. INSTALL GRAVITY IRRIGATION STRUCTURE PER DETAIL 2/C2.50,
60
7. REMOVE AND DISPOSE OF EXISTING CONCRETE V-DITCH. LIMITS PER PLAN.
Materials Legend.
Creason Lateral: Sta. =0 + 25 8 + 00 0 30' GRADINGVEL PER
PLAN.SS MATCH
EXISTIDETAING
G GRAD
GRADING PER PLAN. MATCH EXISTING GRADE
FROM EDGE OF GRAVEL AT 4:1.
Horizontal Scale: 1" = 30'
2535 REASON LATERAL: Sta. -0+50 - 8+00 2535
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2530 2530
w
Lu
Q HYDRAULIC GRADE LINE AT 20 CFS
2525 C) 2525
`; 1.5' (MIN.) GRAVEL ACCESS ROAD PROPOSED FINISH GRADE PROFILE
=I� - - AT CENTERLINE OF PIPE-
- - - - - - - - - - - - - - - - - - - - -
- -- - -
- - - --
-- - - -- - - --
- -- - - -- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - -
/ EXISTING GROUND PROFILE AT CENTERLINE OF PIPE
2520 ----------------------------- 2520
--- ------ - -------- --------------------------'-- - ------------- - -----------------
6-LF OF 36-IN RCP AT 0.34% 0
0
U 0
.10% 77-LF OF 36-IN RCP AT 0.10% 225-LF OF 36-IN RCP AT 0.10% 400-LF OF 36-IN RCP AT 0.10%
94-LF OF 36-IN RCP AT 0
2515 2515 ct
3' R
th
GI STRC 4
2510 GI STRC 3 72-IN MH PER ISPWC SD-613A
GI STRC 1 GI STRC 2 DIVERSION BOX STA:4+22.56, 0.00' 2510
DIVERSION BOX PER DETAIL 2/C2.50 RIM: 2525.12± t
72-IN MH PER ISPWC SD-613A ,
PER DETAIL 1/C2.50 STA: 1+92.11, 4.90'R SUMP: 2512.17
STA: 1+10.95, 0.00'
STA: 0+11.67, 2.171L RIM: 2524.77±
RIM: 2524.55± IE IN: 2514.17, 36-IN RCP (E)
RIM: 2524.31±
SUMP: 2510.95 ct
SUMP: 2510.87 IE OUT: 2514.17, 36-IN RCP(W) Q�
SUMP: 2510.78 IE IN: 2513.95, 36-IN RCP (E)
IE IN: 2513.87, 36-IN RCP (S) IE OUT: 2513.95, 36-IN RCP (N) 1
IE IN: 2513.78,36-IN RCP (E) IE OUT: 2513.87, 36-IN RCP (W) v
IE OUT: 2519.98, 36-IN RCP (N) IE OUT: 2513.95, 18-IN PVC (S)
2505 IE OUT: 2519.50, 18-IN RCP (SW) 24"STEEL SLEEVE FOR FUTURE WATER CROSSING. SEE KEYNOTE 4. 2505
DATE: 11.11.2022
LKV PROJECT#:
REVISIONS:
18"STEEL SLEEVE FOR FUTURE SEWER CROSSING. SEE KEYNOTE 3.
DRAWN BY: GW/SR
CHECKED BY: GW
2500 2500
17 I` u') co T W co 6� I` T co V O
M coO O N M M GO I� M O N V
`1: N V M CO OO M V M O N V CO
O O O O O O O O O O O) O O O O O O
N N O N O O O O O O O O O O O O N O N O N O
� ,j-) N � N � Ln 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 PERMIT SET
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
DRAWING NO.
C2 . 01
Creason Lateral
APPROVED FOR CONSTRUCTION
om o.i as
a«mx xunex.o«awova.s
s� II
00
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\ \ I I
I � I
v w- 1
A R C H I T E C T S
j �5�,\ 20.57 /�' 20 92 22.44 23.54 Q GI STRC 7
s GISTRC6 \ - - �- - - - -EGA - - - 25 - - - - -
o �o o �S o 0 0 0 0 0 0 0 o 0 0 0 0 3 0 0 0 0 0 0 0 ,� 2400 E RIVERWALK DRIVE
�( 6, �y� S BOISE, IDAHO 83706
ob b o o Qg n Q nag o n Ro 0 0 0 0 0 0 0 0 0 0 0 0
�'�O�C��C��n��0, O o o� P'`' (�b � f k,�"k,_C�("1 -.._--• "(7`�"b
36 GIRR --- G1RR 23 80 WWW.LKVARCHITECTS.COM
i o o ?� 20.71 -246-LF OF 36-IN RCP AT 0.10%
30'PROPOSED CREASON LATERAL EASEMENT / o 208.336.3443
22.20 22.98 °�°� EXISTING PROPERTY BOUNDARY
0
i
20.36
0 23.56 0 oc
= TH E
y ° ° °�° I FUTURE RIGHT-OF-WAY LINE LAND
i o 0 o i ��,
23.65 °mob
°� 23.8o GROUP
C i / o j - 109-LF OF 36-IN RCP AT 0.10% c7 09D TLGPN:
° 25�Q
00 - \ GRAVITY°�I (NOT A PART)
STRUCTURES BY OTHERS
D.
. a-� �kf 24.79- �SZONAL EN
30'EXISTING CREASON LATERAL EASEMENT o EXISTING CULVERT. PRESERVE AND PROTECT. o �G\STE
/ oo o / (TO BE VACATED) 2 25.71 6 START 6 END
21.10
8-IN C900 PVC 27.11 _ 13328
- - i o o - -�� -- - 24-LF OF 36-IN RCP AT 0.04% °
IE: 2507.03 - - - - - - -- ° ° f4 25.96 ° �S� r'6,
55 � � 010
� ° ° °� � \ - 0 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21+00 �`98RIEL
a 8-IN C900 PVC- - - a � ,�
-- IRR
- � � � o o � - a a � a a GIRR G � a 11 11 2U22
IE. 2508.43 Lc Q P 20.86 / e L
/ �Iz
GI STRC 8 25.65 26.12 46.82' -�� 300'
oo - - - - - - - - � - - - - - - - - - - -- - -- -� \ - - - - -
4 IN C900 PVC �c 9�. TOP -
IE: 2510.95 '3 0 x
3 0 0 0 � - - 6 END
wC) ° 0D
COCD
4 �o o o x L - - J 6 START Sheet Notes: Keynotes:
i 4"SS 4"SS 4"SS
4-IN C900 PVC 4' r I�
CD
IE: 2510.95 3 SOUTH DELIVERY LATERAL(PRIVATE) I-�„ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC AND THESE PLANS. 1. REMOVE AND DISPOSE OF EXISTING 4' x 4' IRRIGATION BOX STRUCTURE.
0 0 PROFILE SHEETS C2.03&C2.04 CONNECT TO EXISTING 36"GRAVITY IRRIGATION PIPE. MATCH PIPE MATERIAL.
/ '� r V 2. CONTRACTOR SHALL NOTIFY THE ENGINEER TWO (2) WORKING DAYS PRIOR TO BEGINNING WORK. ALL
i SEE PLAN &
GI STRC 5 i � 20.39 �� ��� ' � � �
' J TRENCHES SHALL BE LEFT OPEN FOR OBSERVATION. A MINIMUM OF 48-HOURS ADVANCE NOTICE IS 2. INSTALL GRAVITY IRRIGATION STRUCTURE PER DETAIL 1/C2.51.
° o ; ; i m REQUIRED FOR ALL INSPECTIONS.
20.62 �0 0 0
I I
Mix i � � I Z73 3:
3. INSTALL 36 LF OF 8 C900 PVC SLEEVE PER CITY OF MERIDIAN STANDARD
}� MiP
,r o 0 0 x 3. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. DRAWINGS SW1 AND SW2 DETAILS 5 &6 ON SHEET C2.50 . PLACE END CAPS
_ I
IN PV
� 8 C900 C � ( )
G'R ° ° ° IE: 2506.46 W ON PIPE TO PROTECT AGAINST SOIL INTRUSION. CARRIER PIPE AND SPACERS
\ I PC 4. ALL PIPE SHALL BE ASTM D3034 SDR 35 PVC OR ASTM C76 CLASS III RCP WITH RUBBER GASKETED TO BE INSTALLED BY OTHERS UNDER SEPARATE CONTRACT.
o 0 0 0 0 0 0 0 00 -0 0 8-IN C900 PVC ; _ _ _ _ JOINTS PER ASTM C 443,AS NOTED ON PLANS.
- - - -mob 8"W IE: 2507.09 X - - - - x 4. INSTALL 36-LF OF 4" C900 PVC SLEEVE PER CITY OF MERIDIAN STANDARD
20.38 w 411S8 - - ; CD a 5. PIPE COVER VARIES WITH PIPE TYPE AND LOCATION, REFER TO PROFILES FOR COVER. UNLESS SHOWN DRAWINGS SW1 AND SW2 (DETAILS 5 &6 ON SHEET C2.50). PLACE END CAPS
811SS \ I - - - - I T OTHERWISE, CONTRACTOR SHALL PLACE FILL OVER TOP OF PIPE LEVEL WITH EXISTING GROUND ON PIPE TO PROTECT AGAINST SOIL INTRUSION. CARRIER PIPE AND SPACERS
20.15 _ _ - _ x ELEVATIONS, OR PROVIDE 18-IN MINIMUM COVER,WHICHEVER IS GREATER. TO BE INSTALLED BY OTHERS UNDER SEPARATE CONTRACT.
- - -
- p r - w 6. PIPE BEDDING AND BACKFILL SHALL BE PER ISPWC SECTION 305. ALL RCP PIPE SHALL UTILIZE A CLASS 5. CONSTRUCT NEW CONCRETE LINED DITCH PER DETAIL 4/C2.51. MATCH
CD
A 1C:Z13 B-2 BEDDING SYSTEM. EXISTING FLOW LINES AND BOTH ENDS, MAINTAIN CONSTANT SLOPE.
1 - - - - I
- - - -
7. PIPE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 501 PART 3.4. 6. REMOVE AND DISPOSE OF EXISTING CONCRETE V-DITCH. LIMITS PER PLAN.
-_ I I Q
�{]HEME - N - - cm - 00H000H0 o QC
8. ALL BOXES SHALL BE CAST IN PLACE REINFORCED CONCRETE. CONCRETE MIX DESIGN SHALL BE CLASS
W 4000 PER ISPWC SECTION 703. ALL BOXES SHALL HAVE FIBERGLASS MANHOLE STEPS INSTALLED ON
oo THE UPSTREAM SIDE OF THE STRUCTURE. BOXES SHALL BE PLACED ON A MINIMUM OF 4-INCHES OF Materials Legend:
TYPE I BEDDING ON PREPARED SUBGRADE PER ISPWC SECTION 305 - PIPE BEDDING, AND EXTEND A
- - - - T MINIMUM OF 12-IN BEYOND THE LIMITS OF THE BOX.
= 1 = = 1 = x LL GRAVEL ACCESS ROAD PER DETAIL 3/C2.51.
W - �-
- - 0 9. EXCEPT WHERE NECESSARY FOR INSTALLATION OF PIPE OR STRUCTURES, EXISTING CANALS AND GRADING PER PLAN. MATCH EXISTING GRADE
x HHEME - O - M 0H0000000 DITCHES SHALL BE PRESERVED. BACKFILL AND REMOVAL OF EXISTING CANALS SHALL BE PART OF THE FROM EDGE OF GRAVEL AT 4:1.
I I I - OVERALL COLE VALLEY CHRISTIAN SCHOOL SITE IMPROVEMENTS.
10. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH CREASON LATERAL ENGINEER
STEVE SWEET (208)-850-3452 PRIOR TO COMMENCEMENT OF ANY WORK ON THE CREASON LATERAL.
MEETING ATTENDEES SHALL INCLUDE OWNER'S REPRESENTATIVE AND CIVIL ENGINEER.
Creason Lateral: Sta. 8 + 00 - 16 + 00 0 30' 60'
Horizontal Scale: 1" = 30'
2535 REASON LATERAL: Sta. 8+00 - 16+00 2535
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
Lu
U
Q
J W
2530 I) 2530
HYDRAULIC GRADE LINE AT 20 CFS
EXISTING GROUND PROFILE AT CENTERLINE OF PIPE
24-LF OF 36-IN RCP AT 0.04%
GRAVEL ACCESS ROAD PROPOSED FINISH GRADE PROFILE 1.5' (MIN.)2525 AT CENTERLINE OF PIPE _ _ -
2525- -- - - - - - - -- - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - -- - - - - - -- - - -- -
- - - - - - - - - - - - - - - -- - - - -
.----- � -- ----- �
2520 2520 C
C
0 4� �
359 LF OF 36 IN RCP AT 0.10% 246-LF OF 36-IN RCP AT 0.10% 109-LF OF 36-IN RCP AT 0.10% �.�
� c
2515 - 2515
ct
M >1 b!J
�'' o
GI STRC 5 GI STRC 6 GI STRC 7 GI STRC 8 4 I_ '�
72-IN MH PER ISPWC SD-613A ct
72-IN MH PER ISPWC SD-613A
72-IN MH PER ISPWC SD-613A DIVERSION BOX 7�
STA: 11+81.39, 0.00' STA: 14+27.12, 0.01'L
STA: 8+22.56, 0.00' 4"C900 PVC SLEEVE FOR FUTURE WATER CROSSING. SEE KEYNOTE 4. RIM: 2526.20± PER DETAIL 1/C2.51 �
2510 RIM: 2525.68± RIM: 2526.64± STA: 15+34.08,2.08'L 2510 . r..,
SUMP: 2512.93 ct
SUMP: 2512.57 SUMP: 2513.18
RIM: 2526.93± ^'
IE IN: 2515.18, 36-IN RCP (S) SUMP: 2512.29 7d
IE IN: 2514.93, 36-IN RCP (E) C � �
IE O : 251 7, ,36 RCP (NE) IE OUT: 2514.93, 36-IN RCP(SW) IE OUT: 2515.18,36-IN RCP (W) IE IN: 2521.59, 36-IN RCP (E) 'U
IE OUT: 2514.57,36-IN RCP (W) I�
8"C900 PVC SLEEVE FOR FUTURE SEWER CROSSING. SEE KEYNOTE 3. IE OUT. 2515.29,36-IN RCP (N)IE OUT: 2518.24, 12-IN PVC (S)
DATE: 11.11.2022
LKV 2505 2505 REVISIONS: #:
DRAWN BY: GW/SR
CHECKED BY: GW
2500 2500 PERMIT SET
O m 1 Lf) r- � � CO r- r- N O
O p C=; ti O W M N O p I� M M � CO � O Lq co CTp Ln M CO CO
O O O O M N N N N M co M coM M M V
O O O O O O O N N co co co
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 Cy N N N
LC') LO LO ,� LO U_7 LC') LC) C\j L!7 LCJ 1\J L(� LO L() X) LO LO L(� Lt7 LO LO LO Lf) U-) L() LC� L() Ln L() LO LC)
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 DRAWING NO.
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 C2 . 02
Creason Lateral
APPROVED FOR CONSTRUCTION
Sheet Notes:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE
00
ISPWC AND THESE PLANS.
O
= I I I 2. CONTRACTOR SHALL NOTIFY THE ENGINEER TWO (2) WORKING DAYS PRIOR TO
b BEGINNING WORK. ALL TRENCHES SHALL BE LEFT OPEN FOR OBSERVATION. A
MINIMUM OF 48-HOURS ADVANCE NOTICE IS REQUIRED FOR ALL INSPECTIONS.
A R C H I T E C T S
3. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY.
2400 E RIVERWALK DRIVE
b 4. ALL PIPE SHALL BE ASTM D3034 SDR 35 PVC OR ASTM C76 CLASS III RCP WITH BOISE, IDAHO 83706
RUBBER GASKETED JOINTS PER ASTM C 443,AS NOTED ON PLANS.
N WWW.LKVARCHITECTS.COM
LKV:1
_ _OO+S V1S 5. PIPE COVER VARIES WITH PIPE TYPE AND LOCATION, REFER TO PROFILES FOR 208.336.3443
a0 u:VI I
W — — — — COVER. UNLESS SHOWN OTHERWISE, CONTRACTOR SHALL PLACE FILL OVER
b TOP OF PIPE LEVEL WITH EXISTING GROUND ELEVATIONS, OR PROVIDE 18-IN
MINIMUM COVER,WHICHEVER IS GREATER.
GI STRC 8-9 I ��
6. PIPE BEDDING AND BACKFILL SHALL BE PER ISPWC SECTION 305. ALL RCP PIPE ����� THE
AA I b i SHALL UTILIZE A CLASS B-2 BEDDING SYSTEM. : LAND
~ 7. PIPE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 501 = GROUP
QIR PART 3.4. TLG PN:121048
8. ALL BOXES SHALL BE CAST IN PLACE REINFORCED CONCRETE. CONCRETE MIX 014AL E�
P �ro DESIGN SHALL BE CLASS 4000 PER ISPWC SECTION 703. ALL BOXES SHALL
12\NQ °C HAVE FIBERGLASS MANHOLE STEPS INSTALLED ON THE UPSTREAM SIDE OF THE o �G�STERF�G'lf,�
\� a STRUCTURE. BOXES SHALL BE PLACED ON A MINIMUM OF 4-INCHES OF TYPE I
BEDDING ON PREPARED SUBGRADE PER ISPWC SECTION 305 - PIPE BEDDING, a 13328
w '� AND EXTEND A MINIMUM OF 12-IN BEYOND THE LIMITS OF THE BOX.
2 0+00 3k�� p, sTgr Qp`��
\��\F� I , 9. EXCEPT WHERE NECESSARY FOR INSTALLATION OF PIPE OR STRUCTURES, G, F OF 1
—_TOE --- -- TOE TOE ;END
TOE — TOE — TOE TOE TOE TOE E IOE T E T I`V °C EXISTING CANALS AND DITCHES SHALL BE PRESERVED. BACKFILL AND �BRI ,y '
TOP TOP TOP 5 TOP TOP T TOP TOP 1+00IOP 261-LF OF 12-IN PVC AT 0.1f 5%TOP 2+00 OP TOP TOP Gaa P TOP TSP T8� �8� NE I o�� REMOVAL OF EXISTING CANALS SHALL BE PART OF THE OVERALL COLE VALLEY 11/11/2U22
A �' W. CHRISTIAN SCHOOL SITE IMPROVEMENTS.
L l
GI STRC 8 7 1 C PC10. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH
I CREASON LATERAL ENGINEER STEVE SWEET (208)-850-3452 PRIOR TO
BEGIN F COMMENCEMENT OF ANY WORK ON THE CREASON LATERAL. MEETING
5-LF OF 12-IN RCP AT . GI STRC 8-8 �ro �. ATTENDEES SHALL INCLUDE OWNER'S REPRESENTATIVE AND CIVIL ENGINEER.
r W
V �
I Keynotes:
Ic
o 1. REMOVE AND DISPOSE OF EXISTING CONCRETE V DITCH. LIMITS PER PLAN.
I C/� 2. EXTEND 5-LF OF 12-IN CONCRETE PIPE INTO EXISTING CONCRETE DITCH. EXTEND
W NEW DITCH SECTION TO EDGE OF BOX, MATCH EXISTING SECTION.
� I �
I
t �o
CD r
I
I
I
Imo\
South Delivery Lateral: Sta. =0 + 25 - 5 + 00 0 30' 60'
Horizontal Scale: 1" = 30'
2535 2535
SOUTH DELIVERY LATERAL: Sta. -0+25 - 5+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2530 2530
HYDRAULIC GRADE LINE
PROPOSED FINISH GRADE PROFILE AT CENTERLINE OF
PIPE. SHOWN FOR REFERENCE ONLY. SEE SHEET NOTE 5.
2525 EXISTING GROUND PROFILE AT CENTERLINE OF PIPE 2525
-[
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
-------------- ---
2520 \-5-LF OF 12-IN RCP AT 0.00% 2520
261-LF OF 12-IN PVC AT 0.15/0
° 210-LF OF 12-IN PVC AT 0.15%
O
LJ
O �
2515 2515 �O
GI STRC 8-9
GI STRC 8-7 GI STRC 8-8 48-IN MH PER ISPWC SD-611
4-FT SQ BOX PER ISPWC SD-619 48-IN MH PER ISPWC SD-611
STA:-0+00, 0.00, STA: 2+61.24, 0.00' STA:4+71.28, 0.00' ct
RIM: 2523.70± RIM: 2524.10± RIM: 2524.41
SUMP: 2516.09
SUMP: 2515.38 SUMP:2515.77 CA
IE IN: 2517.09, 12-IN PVC (N)
IE IN: 2516.38, 12-IN PVC (E) IE IN: 2516.77, 12-IN PVC (E) IE OUT: 2517.09, 12-IN PVC (W)
IE OUT: 2521.51, CUTOUT FOR DITCH (W) IE OUT: 2516.77, 12-IN PVC (W)
2510 2510 c
>1ct
• ,--,
ct
ct
7�
2505 2505
CD O) cM CD CD � L() N C ti N
N N N
N N N NU_j NLID N N N N CV N N N NU_j N N N
N N N N N N N N C\d N 11") N Lf� N Lf) N Lf�
N N N N N
DATE: 11.11.2022
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 LKV PROJECT#:
REVISIONS:
DRAWN BY: GW/SR
CHECKED BY: GW
PERMIT SET
DRAWING NO.
C2 . 03
South Delivery Lateral
APPROVED FOR CONSTRUCTION
Sheet Notes.
00
x � � � 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE
V
- 0 -2 0 3.0 -4 0 50
4 0- 30-
2 0- 1 ISPWC AND THESE PLANS.
\ \ 2. CONTRACTOR SHALL NOTIFY THE ENGINEER TWO (2) WORKING DAYS PRIOR TO
BEGINNING WORK. ALL TRENCHES SHALL BE LEFT OPEN FOR OBSERVATION. A
MINIMUM OF48-HOURS ADVANCE NOTICE IS REQUIRED FOR ALL INSPECTIONS.
1 \\\ y
� �1 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � r `°a ARCHITECT S
3. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY.
2400 E RIVERWALK DRIVE
\- 4. ALL PIPE SHALL BE ASTM D3034 SDR 35 PVC OR ASTM C76 CLASS III RCP WITH BOISE, IDAHO 83706
RUBBER GASKETED JOINTS PER ASTM C 443,AS NOTED ON PLANS.
EKV:1
WWW.LKVARCHITECTS.COM
\,\ ------ 5. PIPE COVER VARIES WITH PIPE TYPE AND LOCATION, REFER TO PROFILES FOR 208.336.3443
} - COVER. UNLESS SHOWN OTHERWISE, CONTRACTOR SHALL PLACE FILL OVER
TOP OF PIPE LEVEL WITH EXISTING GROUND ELEVATIONS, OR PROVIDE 18-IN
/ -_-_--- MINIMUM COVER,WHICHEVER IS GREATER.
6. PIPE BEDDING AND BACKFILL SHALL BE PER ISPWC SECTION 305. ALL RCP PIPE THE
SHALL UTILIZE A CLASS B-2 BEDDING SYSTEM. LAN D
T 7. PIPE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 501 - GROUP
°O 18-IN STEEL CASING I I PART 3.4. TLG PN:121048
GI STRC 879 � IE: 2512.72 GI STRC 8-10 4-IN C900 PVC SLEEVE GI STRC 8
IE: 2514.66 8. ALL BOXES SHALL BE CAST IN PLACE REINFORCED CONCRETE. CONCRETE MIX
l0 6+00 1 X X X X -X X X X X X X - 2 X X DESIGN SHALL BE CLASS 4000 PER ISPWC SECTION 703. ALL BOXES SHALL $ZONAL ENG
A Q 2"GIRR 12"GIRR - 12"GIRR 385-LF OF 12-IN PVC AT 0.15% 1211GIRf� 0 p 2"GIRR 8+00 12"GIRR A 12"GIRR +00 12"GIRR 10+0012"GIRR 381-LF OF 12-IN PVC AT 0.11°2°"GIRR 11+00 12"GIRR 121GIf�RO 12+40.14 109- HAVE FIBERGLASS MANHOLE STEPS INSTALLED ON THE UPSTREAM SIDE OF THE F,G\STERFO
C 4 IN C900 PVC SLEEVE EG STRUCTURE. BOXES SHALL BE PLACED ON A MINIMUM OF 4-INCHES OF TYPE I
IE: 2514.66 BEDDING ON PREPARED SUBGRADE PER ISPWC SECTION 305 - PIPE BEDDING, 13328
- - R/W-. R/W R/VV �/VV- R/fN R7W R/W R/W R R/W R/W R/W R/W R/W R/W 1 �I� AND EXTEND A MINIMUM OF 12-IN BEYOND THE LIMITS OF THE BOX. sT �o
18-IN STEEL CASING ��' 9. EXCEPT WHERE NECESSARY FOR INSTALLATION OF PIPE OR STRUCTURES, ATE OF \10
IE: 2512.72 EXISTING CANALS AND DITCHES SHALL BE PRESERVED. BACKFILL AND G�BRIEL
I
_ REMOVAL OF EXISTING CANALS SHALL BE PART OF THE OVERALL COLE VALLEY
r7P - � - Ttm - �81� - -TO�TOP - �6� - �flP-�.^� - �$� - �6P�P- �9� - 1=9P -0P T94T T( 9Pdu 0 SOP- ?0� / - - 11/11/2�22
io pp p p p Tp ip ToTO
TUPE T�PE TAPE TAPE S9 ° E2630.45' T69E T6RE - TOPE TAPE TOPE - - TOPE - TOPE - - TOPE- _ - TOPE T9PE O �OTOgE TBOE TOE - - �OTORE -� -T$TOE �OTO�E- - E � ��- - -TOTOE - PE- - T�TpE -TTp �� � I CHRISTIAN SCHOOL SITE IMPROVEMENTS.
- - - � - - - - - - - DPI
10. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH
ERSATZ PLACE (FUTURE, PUBLIC) CREASON LATERAL ENGINEER STEVE SWEET (208)-850-3452 PRIOR TO
COMMENCEMENT OF ANY WORK ON THE CREASON LATERAL. MEETING
x ATTENDEES SHALL INCLUDE OWNER'S REPRESENTATIVE AND CIVIL ENGINEER.
8"W 8"W XA 8"W 8"W 8"W 8"W R°W 8"W 8"W 8"W 8"W 8"W
I I I
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W /W I R Keynotes.
-° 1. INSTALL 20-LF OF 18"STEEL CASING PER CITY OF MERIDIAN STANDARD
R/W R/W I DRAWINGS SW1 AND SW2 (DETAILS 5 AND 6 ON SHEET C2.51). PLACE END CAPS
i ON SLEEVE TO PROTECT AGAINST SOIL INTRUSION. CARRIER PIPE AND SPACERS
TO BE INSTALLED BY OTHERS UNDER SEPARATE CONTRACT.
2. INSTALL 20-LF OF 4"C900 PVC SLEEVE PER CITY OF MERIDIAN STANDARD
DRAWINGS SW1 AND SW2 (DETAILS 5 AND 6 ON SHEET C2.51). PLACE END CAPS
ON SLEEVE TO PROTECT AGAINST SOIL INTRUSION. CARRIER PIPE AND SPACERS
' I TO BE INSTALLED BY OTHERS UNDER SEPARATE CONTRACT.
I I
II i I`
4985 N McDERMOTT RD.
EDELWEISS PROPERTIES LLC ��°
i
1 � �
� � 1
I I I
I � I
I �
South Delivery Lateral: Sta. 5 + 00 - 12 + 50 0 30' 60'
Horizontal Scale: 1" = 30'
2535 2535
SOUTH DELIVERY LATERAL: Sta. 5+00 - 12+50
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2530 2530
4EXISTING
YDRAULIC GRADE LINE
OPOSED FINISH GRADE PROFILE AT CENTERLINE OF
PE. SHOWN FOR REFERENCE ONLY. SEE SHEET NOTE 5. -
2525 2525
GROUND PROFILE AT CENTERLINE OF PIPE 1.5'
- - - - - - - - - - - - - - - - - - - /
------ ------------ ---------------------------- ---- --- --- -------------------------------- ----
2520 2520
381-LF OF 12-IN PVC AT 0.15% 0 ^
385-LF OF 12-IN PVC AT 0.15% 0
z U
ct
O
M C
M 1-2515 GI STRC 8-10 2515 .0
�--�
•
48-IN MH PER ISPWC SD-611 +-�
CA
STA: 8+56.72, 0.00'R
RIM: 2524.99±
SUMP: 2516.66 4"C900 PVC SLEEVE FOR FUTURE WATER SERVICE CROSSING. SEE KEYNOTE 2.
IE IN: 2517.66, 12-IN PVC (N) U R
18"STEEL SLEEVE FOR FUTURE WATER CROSSING. SEE KEYNOTE 1. IE OUT: 2517.66, 12-IN PVC (S) GI STRC 8
DIVERSION BOX
PER DETAIL 1/C2.51
2510 STA: 15+34.08, 2.08'L(CREASON LATERAL STATIONING) 2510 ~ 'ct
STA: 12+43.62 (SOUTH DELIVERY LATERAL STATIONING)
RIM: 2526.93± 4-4
SUMP: 2512.29 ct
IE IN: 2521.59,36-IN RCP (E) 0 ct
IE OUT: 2515.29, 36-IN RCP (N) N
IE OUT: 2518.24, 12-IN PVC (S)
2505 2505
DATE: 11.11.2022
I� N Ln Ln Cl)LO O LN � m 00 co 00 m O � O co O LO 00 O� O O m O CO Cl)
N O N N N N N N GV N N N N CV M REVISIONS:
N N N N N N N N N N N N N N N N N N N N N N N N CV N N N N N
LO V) LO LO LO LO U-) U') LO U') U') LO LO U') LO LO
N N N LO
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
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50
DRAWN BY: GWISR
CHECKED BY: GW
PERMIT SET
DRAWING NO.
C2 . 04
South Delivery Lateral
APPROVED FOR CONSTRUCTION
X x
CD
■
M C:) X Sheet Notes:
HISTORICAL DRAIN DITCH
PRESERVE AND PROTECT 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE
N
X + X ISPWC AND THESE PLANS.
o
18-IN RCP o o I X 2. CONTRACTOR SHALL NOTIFY THE ENGINEER TWO (2) WORKING DAYS PRIOR TO
IE: 2517.13 BEGINNING WORK. ALL TRENCHES SHALL BE LEFT OPEN FOR OBSERVATION. A L V
o x MINIMUM OF 48-HOURS ADVANCE NOTICE IS REQUIRED FOR ALL INSPECTIONS.
❑2 38-LF OF 18-IN RCP KCV]
AT 0 12% io A R C H I T E C T S
X 3. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY.
a- 2400 E RIVERWALK DRIVE
IV X X 4. ALL PIPE SHALL BE ASTM D3034 SDR 35 PVC OR ASTM C76 CLASS III RCP WITH BOISE, IDAHO 83706
RUBBER GASKETED JOINTS PER ASTM C 443,AS NOTED ON PLANS.
WWW.LKVAR HITE T M
C C S CO
GI STRC 8-1 5. PIPE COVER VARIES WITH PIPE TYPE AND LOCATION, REFER TO PROFILES FOR 208.336.3443
COVER. UNLESS SHOWN OTHERWISE, CONTRACTOR SHALL PLACE FILL OVER
NO ° '06"E 2630.21' 1 d01 d01 TOP TOP TOP TOP TOP 01 d01 TOP TOP TOP TOP d01 d01 - TOP TOP TOP TOP TOP P T
RU RAN R,�W TOP OF PIPE LEVEL WITH EXISTING GROUND ELEVATIONS, OR PROVIDE 18-IN
E 301 TOE TOE TOE TOE 301 - 301 - T TOE - TO E- 301 301 TOE Tone
TD 301 TOETnp TOE TOE MINIMUM COVER,WHICHEVER I BEATER. `` ''_-
6. PIPE BEDDING AND BACKFILL SHALL BE PER ISPWC SECTION 305. ALL RCP PIPE ����� TH E
8"SS I 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS _ o SHALL UTILIZE A CLASS B-2 BEDDING SYSTEM. : LAN D
J 8SS 8SS 8SS 8SS 8SS a sSS GROUP
-+ SEE SHEET C2.01 FOR SLEEVE INFORMATION < 7. PIPE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 501 ��
OWYHEE STORM AVENUE (FUTURE, PUBLIC) 00 PART 3.4. rLGPN zioas
18-IN STEEL CASING 18-IN STEEL CASING �' z
Do r 8. ALL BOXES SHALL BE CAST IN PLACE REINFORCED CONCRETE. CONCRETE MIX
IE: 2500.57 IE: 2509.20 0 12 W DESIGN SHALL BE CLASS 4000 PER ISPWC SECTION 703. ALL BOXES SHALL �c�ZONAL E�,�
12"V 12"W 12W 12W 12W 12W 12W 12W
--11 0 = _� rlh HAVE FIBERGLASS MANHOLE STEPS INSTALLED ON THE UPSTREAM SIDE OF THE �G�STE/�FO
"� - 18-IN STEEL CASING 18-IN STEEL CASING CnT74 _��m I STRUCTURE. BOXES SHALL BE PLACED ON A MINIMUM OF 4-INCHES OF TYPE I
IE:2510.33 R R W R R IE: 25R W 1 R W R R/W R/W GI STRC 8-3 R/ R/W R/W /W EG BEDDING ON PREPARED R/W �t/W AND EXTEND A MINIMUM OF612-BADE PER IN BEYONDSPWC LIMITS OF HE g PIPE BEDDING, a 13328
R/W R/W R/W /W / /W /W / / /W 0 0 0 0 s 0
XX
RAN1 R/W R/W - 311-LF OF 12-IN PVC AT 0.22% 261-LF OF 12-IN PVC AT 0.99% 139-LF OF 18-IN PVC AT 0.12% 9. EXCEPT WHERE NECESSARY FOR INSTALLATION OF PIPE OR STRUCTURES, G TF OF �OPti
LLJ12"GI 12 GIRR 112 GIRR 12 GIRR I I I I a EXISTING CANALS AND DITCHES SHALL BE PRESERVED. BACKFILL AND
I I
I I I IEL
ENDI � 4+00 3+00 2+00 A X REMOVAL OF EXISTING CANALS SHALL BE PART OF THE OVERALL COLE VALLEY
��'J ��I 8+00 7+00
3 6+00 5+00 EG EG G 11/11/2U22
123-LF OF 12-IN PVC AT 0.22% A
14-LF OF 18-IN PVC AT 0.12% CHRISTIAN SCHOOL SITE IMPROVEMENTS.
GI STRC 8-5 18-IN STEEL CASING 3 tGI STRC 8-4
GI STRC 8-6 18-IN PVC ° ' J 10. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH
4 IE:2510.33 18-IN STEEL CASING
5-LF OF 12-IN RCP AT 0.16% y IE: 2513.86 3 � � � CREASON LATERAL ENGINEER STEEE SWEET (208)-850-3452 PRIOR TO
IE: 2509.91 18-IN PVC GI STRC 8-21 COMMENCEMENT OF ANY WORK ON THE CREASON LATERAL. MEETING
co IE: 2513.86 X X ATTENDEES SHALL INCLUDE OWNER'S REPRESENTATIVE AND CIVIL ENGINEER.
FF
GI STRC 3
7_00
C 1 74-LF OF 18-IN PVC AT 0.12%
m m BEGIN 18-IN STEEL CASING
3 IE: 2509.20
18-IN STEEL CASING CREASON LATERAL(SE SHEETS C2. �&C2.02)
Keynotes:
o IE: 2500.65 1. REMOVE AND DISPOSE OF EXISTING CONCRETE V-DITCH. LIMITS PER PLAN.
o 2. PIPE SHALL BE CLASS V RCP. INSTALL 24 SF OF RIP RAP (D50=0.5') AT OUTLET
1 °O 2 OF PIPE.
Cn
C:)f om 3. INSTALL 35-LF OF 18" STEEL CASING PER CITY OF MERIDIAN STANDARD
DRAWINGS SW1 AND SW2 (DETAILS 5 & 6 ON SHEET C2.50). PLACE END CAPS
ON PIPE TO PROTECT AGAINST SOIL INTRUSION. CARRIER PIPE AND SPACERS TO
J D BE INSTALLED BY OTHERS UNDER SEPARATE CONTRACT.
F ° 1
0 C) CS? ° 4. EXTEND 5-LF OF 12-IN CONCRETE PIPE INTO EXISTING CONCRETE DITCH. EXTEND
VV NEW DITCH SECTION TO EDGE OF BOX, MATCH EXISTING SECTION.
e 5. FUTURE IRRIGATION WET WELL BY OTHERS, SHOWN FOR REFERENCE ONLY.
oo w STUB INLET AND OUTLET PIPES TO MANHOLE LOCATION AS SHOWN AND MARK
o N FOR FUTURE CONTINUATION.
I I
1 I I
o I III ■ - 0
I I I
o °6
0
Private Waste Line: Sta. =0 + 25 - 4 + 00 0 30' 60'
Horizontal Scale: 1" = 30'
2530 WASTE LINE: Sta. -0+25 - 10+00 2530
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
ZD
wl
z
w�
Q
� w
2525 0 2525
HYDRAULIC GRADE LINE w
=IIL
5-LF OF 12-IN RCP AT 0.16% PROPOSED FINISH GRADE PROFILE AT CENTERLINE OF o
PIPE. SHOWN FOR REFERENCE ONLY. SEE SHEET NOTE 5.
EXISTING GROUND PROFILE AT CENTERLINE OF PIPE i
--- - - -- - --- - --- - ---
2520 - --- - -- - -
- - - - - - - - - - - - - - - - - - - - - - - - - - ---- 2520___z Z- - - -
V-�----------------- ------ -------- ------- --- - -- - ---------- ----------------------___== - -- - - - - - - - __
I
38-LF OF 18-IN RCP AT 0.12% �.�
2515 ,- 4
23-LF OF 12-IN PVC AT 0.22% 311-LF OF 12-IN PVC AT 0.22%
2515 0
261-LF OF 12-IN PVC AT 0.22% 139-LF OF 18-IN PVC AT 0.12% 91-LF OF 18-IN PVC AT 0.12% 0 �
LJ
4
4-FT SQ BOX PER ISPWC SD-619
GI STRC 8-6 GI STRC 8-5 48-IN MH PER ISPWC SD-611
STA:9+62.87, 0.00' GI STRC 8-4 r
RIM: 2522.92± STA: 8+39.86, 0.00' 48-IN MH PER ISPWC SD-611 co
SUMP: 2514.37 RIM: 2521.95± STA: 5+28.93, 0.00' GI STRC 8-3 Ct
SUMP: 2514.10
GI STRC 8-2 GI STRC 8-1 48-IN MH PER ISPWC SD-611
IE IN: 2520.36, 12-IN RCP (E) STA: 0+38.29, 0.00'
RIM: 2521.14± 48 IN MH PER ISPWC SD-611 48-IN MH PER ISPWC SD-611 •� M--�
2510 IE OUT: 2515.37, 12-IN PVC (N) IE IN: 2515.10, 12-IN PVC (S) SUMP: 2513.41 STA: 2+68, 0.00I STA: 5 . C
RIM: 2520.45±
IE OUT: 2515.10, 12-IN PVC (N) IE IN: 2514.41, 12-IN PVC (S) RIM: 2521 0 _ RIM: 2521.10± 2510
IE OUT: 2514.41, 12-IN PVC (N) SUMP: 2512.84 SUMP: 2512.68 SUMP: 2512.57 • 0
18"STEEL SLEEVE FOR FUTURE WATER CROSSING. SEE KEYNOTE 3. IE IN: 2513.84, 12-IN PVC (S) IE IN: 2513.68, 18-IN PVC (S) IE IN: 2513.57, 18-IN PVC (E) r l
18"STEEL SLEEVE FOR FUTURE WATER CROSSING. SEE KEYNOTE 3. IE IN: 2513.84, 18-IN PVC (E) IE OUT: 2517.18, 18-IN RCP (W) v
IE OUT: 2513.68, 18-IN PVC (W)
IE OUT: 2513.84, 18-IN PVC (N)
� � O
I� t
18"STEEL SLEEVE FOR FUTURE WATER CROSSING. SEE KEYNOTE 3. 7
4-4
55 2505
ct
• r--�
SEE SHEET C2.01. N
18"STEEL SLEEVE FOR FUTURE SEWER CROSSING. SEE KEYNOTE 3.
DATE: 11.11.2022
LKV PROJECT#:
2500 2500 REVISIONS:
DRAWN BY: GW/SR
CHECKED BY: GW
2495 2495 PERMIT SET
17 CO r- � T 00 T O co CO O u')
O O N O � O Lf� O M O O O 00 W O W W M ti M 00 O m O O 17
O O O O O O W O O O W W 00 00 W 00 W 6) O I� ti
O _ O 6� _ O _ O _ O W _ O _ O _ O _ O _ O _ O _ _ O _ _
Ln lf) C(J Ln CC) CN C; CC) Lf) CC) Lf') C(") CCj LO Cr) Cr) L � CC) LO Cr) � In UNI CC) Cn � Ln Cr) CC)
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 DRAWING N0.
10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+25 C2 . 05
Private Waste Line
APPROVED FOR CONSTRUCTION
GENERAL NOTES:
1. PROVIDE A MINIMUM OF 2"COVER OVER REBAR (3"IF POURED AGAINST BARE EARTH).
2. ALL CONCRETE TO BE MIN. CLASS 4000 PER ISPWC SECTION 703 WITH 5-7% (7%MAX.)AIR ENTRAINMENT.
3. PROVIDE 7/16" DIA. EYE BOLT IMBEDDED 12"IN CONCRETE.
4. CONSTRUCT 1/2"CHAMFER ON ALL EXPOSED VERTICAL EDGES, MIN. 1/4" RADIUS TOOL ON ALL EXPOSED HORIZONTAL EDGES.
5. PATCH ALL EXPOSED SNAP-TIE HOLES OR OTHER CAVITIES TO PROVIDE DURABLE SURFACE WHERE IT IS EXPECTED TO BE EKV:1
EXPOSED TO VIEW OR WEATHER. STRUCTURAL LID NOTE: A R C H I T E C T S
6. MIN. WALL THICKNESS IS 8". PROVIDE #4 REBAR ON 8" CENTERS EACH WAY, UNLESS SHOWN OTHERWISE. MINIMUM LAP 1. LIDS AND DOORS TO BE CONSTRUCTED WITH 5# EXPANDED METAL. IF MULTIPLE
LENGTH = 24-INCHES. SHEETS ARE USED, SEEMS SHALL FALL AT INTERNAL SUPPORTS AND HAVE 2"x1/8" 2400 E RIVERWALK DRIVE
FLAT STEEL AT EDGES. 10, BOISE, IDAHO 83706
A 2. EXTERIOR FRAME TO BE 2"x1/8"FLAT STEEL. WWW.LKVARCHITECTS.COM
3. LIDS SHALL HAVE A CHAIN RING NEAR CANAL GATES TO SECURE GATES WITH A CHAIN. 208.336.3443
104" 1' 10 A 1 311
36"CLASS III RCP �/
17' 8"
STAFF GAUGE 1 °
HEAVY DUTY LOCKING 14 co �►� ���••
16 4 CLASP. PROVIDE ONE WEIR PLATE:$"THICK T 304 1 �, ti V//I24 TH E
FOR EACH LID SECTION STAINLESS STEEL. MOUNT ON `" l � LAN D
18"WATERMAN C10 CANAL GATE UPSTREAM SIDE OF WALL - - - - J
WEIR CREST CONCRETE CUTOUT - GROUP
WEIR CREST - 3' TLG PN:121048
ELEV: 2522.35
-� �SZpNAL EN
N RIM: 2524.31 FINISH GRADE STEEL HINGE o �p\STERFO G'1�
3' 4' �� 3' Cipoletti Weir Section B-B
13328
rTN i - - - - - - s o
r HGL: 2522.81 T
_ HGL: T ,l.
8"WALL WITH CHECK BOARDS 2522.56 - V MIN. - - 9T£OF \pP
HGL: _ 1' 6"FREEBOARD HGL: i G�BR `h
2521.41 - 2521.35 - �, DISPLACED#4 BARS I I I I
0 11/11/2U22
AT 90-DEGREES.
CHECK BOARD GUIDE. SEE DETAIL `�' �
00
SEE NOTE 6 FOR WALL
2"X6"DIMENSIONAL LUMBER. COORDINATE - T T 18"CLASS V RCP Y REINFORCEMENT DETAILS.
INSTALLATION WITH IRRIGATION DISTRICT T
611 36"CLASS III RCP IE: 2519.50
36"CLASS III RCP IE OUT: 2519.98 I �?� �� rN
6"WALL WITH 18"DIA. CUTOUT FOR T r PROVIDE CUTOUT TO I�
WATERMAN CANAL GATE `� ALLOW LID TO PASS ADDITIONAL#4 BAR AT
I T 45-DEGREES.
OVER HAND WHEEL.
B B' 6"WALL WITH WEIR.
SEE DETAIL. STEEL HINGE
6" co
Typ. Reinforcement Around Pipe Opening
(NOT TO SCALE)
6„ 6„
INTERNAL BAR FOR
`? SUMP: 2510 2'-6" 8" 5'-8" 4' 2'-6" DEFLECTION SUPPORT AS
CIPOLETTI WEIR. SEE DETAIL N .78
8" REQUIRED.
4"TYPE I BEDDING PER ISPWC SECTION 305 / // -` ` . . < 1
/ / . � . . •
18"CLASS VRCP j4 1.i :•4k`_: :. :: VERTICAL REINFORCEMENT
8"
REINFORCEMENT BARS, SEE GENERAL NOTE 6 / < ' < `
HORIZONTAL REINFORCEMENT
I
36"CLASS III RCP a
J
IE: 2513.78 N
10, 1/4"x2"REDHEAD ANCHORS '
6"WALL WITH 18"DIA. CUTOUT FOR 2" (TYP.-18"O.C.)
WATERMAN CANAL GATE #4 CORNER BAR AT EACH 24"LAP
A, 11"x 11"x 4"ANGLE HORIZONTAL REINFORCEMENT
IRON (2 EACH SIDE)
Plan View Section A-A' Lid Detail Check Board Guide Detail Typical Corner - Plan View
(NOT TO SCALE) (NOT TO SCALE)
GI STRC 1 Detail
1 Scale: 1" = 3' (unless noted otherwise)
GENERAL NOTES:
1. PROVIDE A MINIMUM OF 2"COVER OVER REBAR (3"IF POURED AGAINST BARE EARTH).
2. ALL CONCRETE TO BE MIN. CLASS 4000 PER ISPWC SECTION 703 WITH 5-7% (7%MAX.)AIR ENTRAINMENT. 10'
Pit-
3. PROVIDE 7/16"DIA. EYE BOLT IMBEDDED 12"IN CONCRETE.
4. CONSTRUCT 1/2"CHAMFER ON ALL EXPOSED VERTICAL EDGES, MIN. 1/4"RADIUS TOOL ON ALL EXPOSED HORIZONTAL EDGES.
5. PATCH ALL EXPOSED SNAP-TIE HOLES OR OTHER CAVITIES TO PROVIDE DURABLE SURFACE WHERE IT IS EXPECTED TO BE STRUCTURAL LID NOTE:
EXPOSED TO VIEW OR WEATHER. 1. LIDS AND DOORS TO BE CONSTRUCTED WITH 5# EXPANDED METAL. IF MULTIPLE SHEETS ARE
6. MIN. WALL THICKNESS IS 8". PROVIDE #4 REBAR ON 8" CENTERS EACH WAY, UNLESS SHOWN OTHERWISE. MINIMUM LAP USED, SEEMS SHALL FALL AT INTERNAL SUPPORTS AND HAVE 2"x1/8" FLAT STEEL AT EDGES.
LENGTH = 24-INCHES. 2. EXTERIOR FRAME TO BE 2"x1/8"FLAT STEEL.
CONCRETE CUTOUT
3. LIDS SHALL HAVE A CHAIN RING NEAR CANAL GATES TO SECURE GATES WITH A CHAIN. 104" 1'-104" 1 VT
STAFF GAUGE
171-811
2"X6"DIMENSIONAL LUMBER. COORDINATE
16'-4" WEIR CREST
INSTALLATION WITH IRRIGATION DISTRICT
36"CLASS III RCP I 1 N
8"WALL WITH CHECK BOARDS 18"WATERMAN WEIR PLATE:$'THICK T-304
C10 CANAL GATE CHECK BOARD GUIDE. STAINLESS STEEL. MOUNT ON °
SEE DETAIL °
INTERNAL BAR FOR , \ HEAVY DUTY LOCKING UPSTREAM SIDE OF WALL 3'
B WEIR CREST DEFLECTION SUPPORT AS \ \ CLASP. PROVIDE ONE
ELEV: 2520.71 REQUIRED. FOR EACH LID SECTION 31-811
1'MIN. RIM: 2524.77
I
6"WALL WITH 18"DIA. FCi oletti Weir Section B-B'
CUTOUT FOR WATERMAN � i HGL: 2523.27 p
-
CANAL GATE �, FINISH GRADE Mb,
2' 5" 4' 2'-51I 1'-6"FREEBOARD STEEL HINGE
CIPOLETTI WEIR.
SEE DETAIL oo i HGL: 2521.16
A ti A' DISPLACED
90 EGREES.
T I 0
o HGL:- 1 I - -- I- 0
T r CHECK OARD GUIDE. SEE DETAIL I 2519.05 - / \ SEE NOTE 6 FOR WALL
- Mir - `I
I REINFORCEMENT DETAILS.
(c:,PD - 0 ? Cl
C.0 -
11s
ct
611 6" --
2' 6" 4' 8' 10" 36"CLASS III RCP 6"WALL WITH WEIR. ' ' + 45D--DIEGR ES.TIONAL BAR AT
SEE DETAIL. zo
1 H J
1'-7" 181 PVC r, " STEEL HINGE HEAVY DUTY LOCKING Typ. Reinforcement Around Pipe Opening bfJ
g B' IE OUT: 2513.95 6„ 6„ 36 CLASS III RCP CLASP. PROVIDE ONE >1 • r--'l
811 I IE IN: 2513.95 FOR EACH LID SECTION (NOT TO SCALE) �--1
2'-6" 4 2 5 4 2'-5"
41 SUMP: 2510.95 'd
18" PVC
<'�16'-411 :f .
Ir :f :: } VERTICAL REINFORCEMENT �
ct
17'-8" Ir 4"TYPE I BEDDING PER ISPWC SECTION 305
REINFORCEMENT BARS, ,s•.: '�. t (� '�
SEE GENERAL NOTE 6 ¢ HORIZONTAL REINFORCEMENT 0
36"CLASS III RCP J U
IE OUT: 2513.95 1/4"x2"REDHEAD ANCHORS N
II II 211 J (TYP.-18"O.C.)
6 WALL WITH 18 DIA. CUTOUT
FOR WATERMAN CANAL GATE #4 CORNER BAR AT EACH 24"LAP DATE: 11.11.2022
Plan View 11"x 11"x 4'ANGLE HORIZONTAL REINFORCEMENT LKV PROJECT#:
IRON (2 EACH SIDE) REVISIONS:
Section A-A' Lid Detail Check Board Guide Detail Typical Corner - Plan View DRAWN BY: GW/SR
(NOT TO SCALE) (NOT TO SCALE) CHECKED BY: GW
PERMIT SET
DRAWING NO.
GI STRC 3 Detail C2 . 50
2 Scale: 1" = 3' (unless noted otherwise)
Gravity Irrigation
Details
APPROVED FOR CONSTRUCTION
GENERAL NOTES:
1. PROVIDE A MINIMUM OF 2"COVER OVER REBAR (3"IF POURED AGAINST BARE EARTH). A R C H IT E C T S
2. ALL CONCRETE TO BE MIN. CLASS 4000 PER ISPWC SECTION 703 WITH 5-7% (7%MAX.)AIR ENTRAINMENT.
3. PROVIDE 7/16" DIA. EYE BOLT IMBEDDED 12"IN CONCRETE. 2400 E RIVERWALK DRIVE
4. CONSTRUCT 1/2"CHAMFER ON ALL EXPOSED VERTICAL EDGES, MIN. 1/4"RADIUS TOOL ON ALL EXPOSED HORIZONTAL EDGES. BOISE, IDAHO 83706
5. PATCH ALL EXPOSED SNAP-TIE HOLES OR OTHER CAVITIES TO PROVIDE DURABLE SURFACE WHERE IT IS EXPECTED TO BE
EXPOSED TO VIEW OR WEATHER. STRUCTURAL LID NOTE: WWW.LKVARCHITECTS.COM
6. MIN. WALL THICKNESS IS 8". PROVIDE #4 REBAR ON 8" CENTERS EACH WAY, UNLESS SHOWN OTHERWISE. MINIMUM LAP 1. LIDS AND DOORS TO BE CONSTRUCTED WITH 5# EXPANDED METAL. IF MULTIPLE 208.336.3443
LENGTH = 24-INCHES. SHEETS ARE USED, SEEMS SHALL FALL AT INTERNAL SUPPORTS AND HAVE 2"xi/8"
FLAT STEEL AT EDGES. 10,
A 2. EXTERIOR FRAME TO BE 2"x1/8" FLAT STEEL.
3. LIDS SHALL HAVE A CHAIN RING NEAR CANAL GATES TO SECURE GATES WITH A CHAIN. 3 1 3 ►� ����
17'-8" 11_1_II THE
36"CLASS III RCP 4 4 4 �� �
16'-4" AND
STAFF GAUGE 14 ° T=1N = GROUP
HEAVY DUTY LOCKING CV TLG PN:121048
CLASP. PROVIDE ONE WEIR PLATE:$"THICK T-304 6"
111111 12"WATERMAN C10 CANAL GATE FOR EACH LID SECTION STAINLESS STEEL. MOUNT ON L J N
111111 UPSTREAM SIDE OF WALL $ZONAL EN
WEIR CREST _ WEIR CREST 3, ° CONCRETE CUTOUT o �O\STERFo 01• '
ELEV: 2525.05 � aa'
RIM: 2526.93 FINISH GRADE - /%- -- 13328
co
3' 4' 3'N 1'-6" FREEBOARD b i I STEEL HINGE �TgTE OF
HGL: 2525.43 r I Cipoletti Weir Section B-B GAOF
- - I HGL: _ Ili � HGL: - - -
ao 2525.25 2525.22 - I 1'MIN. - - - - - - 11/11/2U22
HGL:
8"WALL WITH CHECK BOARDS 2524.05 -
DISPLACED#4 BARS 11 11
°O c� - � AT 90 DEGREES.
CHECK BOARD GUIDE. SEE DETAIL "' 36"CLASS III RCP
IE: 2521.59
T_
SEE NOTE 6 FOR WALL
2"X6"DIMENSIONAL LUMBER. COORDINATE T T Y REINFORCEMENT DETAILS.
INSTALLATION WITH IRRIGATION DISTRICT
36"CLASS III RCP ul
= r I�
6"WALL WITH 12"DIA. CUTOUT FOR T
rEli
M I I� � PROVIDE CUTOUT TO
WATERMAN CANAL GATE CY' I I `0 ALLOW LID TO PASS ��__ _� ADDITIONAL#4 BAR AT
j j r 12"ASTM D3034 SDR 35 PVC OVER HAND WHEEL. =I t I= 45-DEGREES.
B B' IE: 2518.24
I STEEL HINGE
6
6"WALL WITH WEIR. TYp. Reinforcement Around Pipe Opening
36 CLASS III RCP SEE DETAIL. (NOT TO SCALE)
IE OUT: 2515.29
� I / 6" 6" INTERNAL BAR FOR
2'-6" 8" 5'-8" 4' 2'-6" DEFLECTION SUPPORT AS
CIPOLETTI WEIR. SEE DETAIL `"
8" SUMP: 2512.29 1 1 REQUIRED.
4"TYPE I BEDDING PER ISPWC SECTION 305 '` .`• % ° ..
• ' VERTICAL REINFORCEMENT
12"ASTM D3034 SDR 35 PVC
.S• .♦ .4.
REINFORCEMENT BARS, SEE GENERAL NOTE 6
y�..
�� .`•f � HORIZONTAL REINFORCEMENT
a
J
V
6"WALL WITH 12" DIA. CUTOUT FOR 1/4"x2"REDHEAD ANCHORS N
WATERMAN CANAL GATE
2" (TYP.-18"O.C.)
11'-4" #4 CORNER BAR AT EACH 24"LAP
Now A, 12"x 12"x ANGLE HORIZONTAL REINFORCEMENT
IRON(2 EACH SIDE)
GI STRC 8 Detail
1 Scale: 1" = 3'(unless noted otherwise)
PROPOSE 30' EASEMENT
12'
EXISTING GROUND FINISH GRADE ELEVATIONS PER PLAN
4'1 2% 4:1
4.1 4'1
4"OF 3/4-IN MINUS CRUSHED AGGREGATE PER
ISPWC SECTION 802.
SEE SW1 FOR
14 OF 6-IN MINUS UNCRUSHED AGGREGATE PER SLEVE/CASING LENGTH
ISPWC SECTION 801.
NONPOTABLE PIPE OR DITCH PVC OR STEEL SLEEVE/CASING
+ h 36-IN CLASS III RCP, LOCATION PER PLANS.
GROUND SURFACE ("D" = DIAMETER) DETERMINED BY
SIZE OF LINE TO SLEEVE/CASE.
CLASS A-1 OR B-2 BEDDING AND BACKFILL SEE SECTION 308 & 310.
PER ISPWC SECTION 305 I I-I I-I I-III-I I-I I-III-III-III-III III-I((( -III-III-III-I I-III-III-I I-
�x' -I I-I I-I - I-III- - I-I I-III I -III-III-III-III- 11=III-I I-I PLASTIC SKIDS
_w-,�"" III I I I I-I I I-I I III III I I III III III I I I I I 1=1 11 I I 1=1 I I I I I- CALPICO INC. MODEL PX
-III-III-IIIII I- IIIIII-III- II III IIIIII-III-IIII-III-III-III- OR APPROVED EQUIV.
a.�+r �"� '• +-sti °`r _ _ SPACED ® 6.5' O.C.
I I I-III-III-III-III-III-III;I� i D I C I, III-III-III-III-III-II I-III=
=1 I IIII-IIIIIIIIIIII-i ' - I-1 I II 111 111 111 111 I 1
III-III-III-III-III I I �- 1 -� I I-III-III-III-1I1=1II-
3 1 1 1 1=III I I=III I 1=III III-II I
1/2" MAX. TOLERANCE Access Road _ 1i� X
-I I (-III-1 I I-II1-III BETWEEN END OF SPACER AND
Scale: NTS -I I ' I I I I- RECYCLED WATER INSIDE OF SLEEVE/CASING.
III=III; -III-III- PVC WATER,
= OR SEWER PIPE
ANNULAR SPACE ^l
TO BE FILLED
(SEE NOTE 6) O
C)1.5X
3X+D -
U 0
NEOPRENE END STEEL CASING
SEAL(EACH END) ANNULAR FILL NOTES �{
WATER,SEWER OR RECYCLED 1. VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO CONSTRUCTION. .r?
WATER CARRIER PIPE cV
2. PIPE SLEEVE/CASING ASSEMBLY SHALL BE INSPECTED BY MERIDIAN PUBLIC WORKS
DEPARTMENT PRIOR TO INSTALLATION IN THE TRENCH.
3. WATER-TIGHT BOOTS SHALL BE INSTALLED ON EACH END OF THE PIPE • rl
6' SLEEVE/CASING. �I 0
4. BELL RESTRAINTS ARE REQUIRED ON ALL WATER, RECYCLED WATER AND
2.5' 1' 2.5' PRESSURE SEWER PIPING PLACED WITHIN THE PIPE SLEEVE/CASING.
NOTES ct
- h' - - - - 5. IN EMERGENCY SITUATIONS AND WITH WRITTEN APPROVAL OF THE CITY ENGINEER
ll�I I=I�I� ����� 1. CASING LENGTH SHALL BE AT LEAST 3X+D IN LENGTH,WHERE X IS THE OR THE INSPECTOR AS THE ENGINEER'S REPRESENTATIVE, REDWOOD SKIDS MAY • �
I-1 1 _I-I I-I I-III-I I J�� DISTANCE FROM THE CENTER OF THE NONPOTABLE PIPELINE OR DITCH BE USED PER ISPWC SD-307,SECTION A-A.
II�-1 I-1 I-111 4" (TYP) -1 I-1 I-111-11 TO THE REQUIRED BOTTOM OF THE CASING AND D IS THE DIAMETER OF
-111-111-11��I ' II- I 4 -1�1-1�1-111-11� i THE IRRIGATION PIPELINE.(MINIMUM CASING LENGTH SHALL BE 20') 6. THE ANNULAR SPACE BETWEEN THE CARRIER PIPE AND CASING PIPE SHALL BE
11-_lll_lll_lll, -III-III-L=J1-ll1=ll
L= I 2. CASING SHALL BE CENTERED UNDER IRRIGATION PIPELINE
I- FILLED IN ACCORDANCE WITH SECTIONS 308 AND 310. AN EXCEPTION MAY BE �� �� ct
Jll� ALLOWED IF THE SLEEVE/CASING IS FOR NON-POTABLE SEPARATION
• 4 111,;,I I I I I�I I- 3. ANNULAR SPACE SHALL BE FILLED PER ISPWC AND CITY SUPPLEMENTAL REQUIREMENTS OR SLEEVING/CASING IS LESS THAN 10 FEET DEEP AND ABOVE I--�
�n lll- SPECIFICATIONS.SEE SECTIONS 308 AND 310 SEASONAL HIGH GROUNDWATER.ALL EXCEPTIONS MUST BE APPROVED IN WRITING _
N 1 -1II III
BY THE CITY ENGINEER, Ct
1 •. L-1I1- Q�
" 4 =1II-IIIIIII= FORM AGAINST PREPARED& ct
aI ,II' COMPACTED SUBGRADE PER O N
A I' GEOTECHNICAL REPORT �+
d A
�'. `'' 4• I I I REVISED JULY 2014 REVISED JULY 2014
�J1�J1�J1�J1�J1�J1�11 I' CITY OF MERIDIAN CITY OF MERIDIAN STANDARD DRAWING NO. DATE: 11.11.2022
-III-111 ,;,11111-11' MATCH FLOW LINE OF EXISTING DITCH SUPPLEMENTAL SUPPLEMENTAL LKV PROJECT#:
SPECIFICATIONS CASING LENGTH REQUIREMENT S
`n' SPECIFICATIONS PIPE SLEEVE / CASINGSW2
TO THE IDAHO STANDARDS FOR V V TO THE IDAHO STANDARDS FOR REVISIONS:
PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION
L__
Typical Concrete Ditch Section Meridian Standard Drawing SW1 Meridian Standard Drawing SW2 DRAWN BY:
4 Scale: NTS � SCALE: NTS � SCALE: NTS CHECKED BY: W G
PERMIT SET
DRAWING NO.
C2 . 51
Gravity Irrigation
Details