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Sheet Notes: 0 =
LU I 1 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR W Z O
PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY
HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN
I APPROVAL.
�
o 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22,TITLE 55 REGARDING
F,o UNDERGROUND FACILITIES SAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
N • LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
I
1 T \ FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF
OHP FAILURE TO EXACTLY LOCATE AND PRESEVE ANY AND ALL UTILITIES. THE CONTRACOTR SHALL
_ I OHP CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A
— — — —— — — — — — —— —� I OHP OHP MINIMUM OF 48-HOURS PRIOR TO DIGGING.
r I o0.aoa I � OHP � Ep
dHP Of ___ OHP �Fp— EP 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
co 1 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,AND SEWER
cc ,�`,
I I o ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR /,0#To
8"W — ° W 8I'W INVERTS DO NOT MATCH PLANS.
CL W
U-1 I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC
DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND
W BECKY DR. 306 OF THE ISPWC.
CL
0+00 30-LF OF 6-IN PVC AT 24.00% I w I 55-LF OF 8-IN PVC AT 8.00% w I 0+85 Keynotes: �O
6 SS SA g"SS c�N
IE: 2513.02 1 I I I 1. INSTALL SEWER SERVICE STUB PER ISPWC SD-512.
I I
SSI STRC 1.0 I I �S1 MH 3 2. 16-IN STEEL CASING PIPE (3/8-IN (MIN.)WALL THICKNESS, CONFORMING TO ASTM A252) PER CITY OF
— — — — — — — — — — — w MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC STANDARD DRAWING SW1 &SW2,THIS
o000000000000 I 1 ------- EP ______
---------- EP SHEET. CONTRACTOR SHALL CONFIRM CASING DIMENSIONS, BRING ANY DISCREPANCIES TO
0000000000000
L — — —— — — —— ENGINEER'S ATTENTION.3'MIN. SEPARATION BETWEEN CASING AND LOWEST PART OF
Cl)o EP WATERWAY/PIPE. SEAL ENDS OF CASING WITH 3/8-IN NEOPRENE SEAL WITH STAINLESS STEEL
_ n BANDS.
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1 / 3. PRESERVE AND PROTECT EXISTING GRAVITY IRRIGATION PIPE DURING CONSTRUCTION.
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LU I T
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30 I o
' GRAVITY IRRIGATION
EASEMENT
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I I
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n I I r w
I I I I I I
- NONPOTABLE PIPE OR DITCH
GROUND SURFACE
I I II I IIIII I IIIII I III IIIII I IIIII I IIIII I IIIII I IIIII I IIIII I I II I II III IIIII I IIIII I IIIII I IIIII I IIIII I IIIII I IIIII 11
I I I—III—III—III=III=III=III=III—III I I 1=111=111=11 I—III=I 11=111—III—I 11-
—I I I—I I I III III III III III 111= '=1 I I I I I I I MI I I I I I—I I I=1 I MI 11
I I I—I 11=1 11=1 I I—I 11=1 11=1 I I I I I I= D 'I I, I I I 1=I I I=1 11=I 11=I I I=1 11=I 1 I=
=1 I I—I 11=1 I I—III—III—III_ =1 I I—III III—III—III—I I SanitarySewer Plan & Profile o io' 2I EEIII 1—III-111=1—�� 11I-11 E1E E1_=1 I I=I I I=III=1111:III 15 'III — —
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Horizontal Scale: 1" = 10' —III1I1—_I I X III-1I1=111=
III—III;
IIIII— III=,I_
7,7"7
1.5X -
2540 2540 3X+D
SSwR: Sta. -0+50 - 1 +OO NEOPRENE END STEEL CASING
HORIZONTAL SCALE: 1" = 10' SEAL(EACH END) ANNULAR FILL
WATER,SEWER OR RECYCLED
VERTICAL SCALE: 1" = 4' WATER CARRIER PIPE
PROPOSED GROUND AT PIPE
2535 CENTER LINE 2535
NOTES
_ 1. CASING LENGTH SHALL BE AT LEAST 3X+D IN LENGTH,WHERE X IS THE
_ ———————— DISTANCE FROM THE CENTER OF THE NONPOTABLE PIPELINE OR DITCH
r TO THE REQUIRED BOTTOM OF THE CASING AND D IS THE DIAMETER OF
/ THE IRRIGATION PIPELINE.(MINIMUM CASING LENGTH SHALL BE 20')
2530 _______ 2530 2. CASING SHALL BE CENTERED UNDER IRRIGATION PIPELINE
——— 3. ANNULAR SPACE SHALL BE FILLED PER ISPWC AND CITY SUPPLEMENTAL
SPECIFICATIONS.SEE SECTIONS 308 AND 310
21-IN RCP CROSSINGO3
EXISTING GROUND AT PIPE
CENTER LINE
2525 2525
REVISED JULY 2014
CITY OF MERIDIAN ■
SUPPLEMENTAL
SPECIFICATIONS CASING LENGTH REQUIREMENT S
�nTO THE IDAHO STANDARDS FOR V V
PUBLIC WORKS CONSTRUCTION
2520 2520
C
0
�■■r co
2515 2515 mime
FOR OSLEVE/E/CASING LENGTH
PVC OR STEEL SLEEVE/CASING cc cc
IE: 2513.02—Z ("D" = DIAMETER) DETERMINED BY
SIZE OF LINE TO SLEEVE/CASE. O
�
SEE SECTION 308 & 310. c-p
■ � 00
2510 2510 PLASTIC SKIDS 0
CALPICO INC. MODEL PX Q U 0
OR APPROVED EQUIV.
30-LF OF 6-IN PVC AT 24.00% SPACED ® 6.5' O.C.
c
Lo E5
a M -CD
i
1/2" MAX. TOLERANCE M
BETWEEN END OF SPACER AND
PVC WATER, INSIDE OF SLEEVE/CASING.
2505 2505 RECYCLED WATER Revisions
55_LF OF OR SEWER PIPE ANNULAR SPACE
8-IN P
SS STRC 1.0 2 16"CASING V C qT 8 00, (S BE FILLED 1
48-IN MH PER ISPWC SD-501 STA: 0+35.19 (SEE NOTE 6)
STA: 0+30, 0.00'
RIM: 2531.00±
16"CASING
2500 IE IN: 2505.82, 6-IN PVC (W) STA: 0+78.54 2 2500
IE OUT: 2505.65, 8-IN PVC (E) NOTES
1. VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO CONSTRUCTION.
2. PIPE SLEEVE/CASING ASSEMBLY SHALL BE INSPECTED BY MERIDIAN PUBLIC WORKS
DEPARTMENT PRIOR TO INSTALLATION IN THE TRENCH.
SSMH 3 3. WATER-TIGHT BOOTS SHALL BE INSTALLED ON EACH END OF THE PIPE
60-IN MH BY OTHERS SLEEVE/CASING.
2495 STA: 0+85, 0.00' 2495 4. BELL RESTRAINTS ARE REQUIRED ON ALL WATER, RECYCLED WATER AND
PROPOSED GROUND ELEVATION RIM: 2532.81± PRESSURE SEWER PIPING PLACED WITHIN THE PIPE SLEEVE/CASING.
AT PIPE CENTER LINE IE IN: 2501.25, 8-IN PVC (W) 5. IN EMERGENCY SITUATIONS AND WITH WRITTEN APPROVAL OF THE CITY ENGINEER
BY OTHERS S OR THE INSPECTOR AS THE ENGINEER'S REPRESENTATIVE, REDWOOD SKIDS MAY
IE IN: 2499.42, 30 IN PVC
( ) ( ) BE USED PER ISPWC SD-307,SECTION A-A.
EXISTING GROUND ELEVATION IE OUT: 2499.32, 30-IN PVC (BY OTHERS) (N)
6. THE ANNULAR SPACE BETWEEN THE CARRIER PIPE AND CASING PIPE SHALL BE
AT PIPE CENTER LINE IE OUT: 2501.16, 8-IN PVC (BY OTHERS) (E) FILLED IN ACCORDANCE WITH SECTIONS 308 AND 310. AN EXCEPTION MAY BE
ALLOWED IF THE SLEEVE/CASING IS FOR NON-POTABLE SEPARATION �prIAL E
REQUIREMENTS OR SLEEVING/CASING IS LESS THAN 10 FEET DEEP AND ABOVE 5s NG
2490 1 2490 SEASONAL HIGH GROUNDWATER.ALL EXCEPTIONS MUST BE APPROVED IN WRITING ���FG\S F
BY THE CITY ENGINEER.
N 568
N M Cl)� C\I �
N N C'J J 06/15/2022 0
-0+50 0+00 1+00 � OF SOP
`��ES
REVISED JULY 2014
CITY OF MERIDIAN STANDARD DRAWING NO.
s SPECIFICATIONS PIPE SLEEVE / CASING
Project o.: 121201
TO THE IDAHO STANDARDS FOR SW2
Date of Issuance: 5.27.2022
PUBLIC WORKS CONSTRUCTION Project Milestone: Construction Documents
Sanitary Sewer Plan &
Profile
- 05m01