CC - Water Pressure Irrigation and Sewer PlanIN. / I L/ I L. I /, L. LYULJVL
4
STA: 9+88.59
L: 38.6'
INV.: 13.00
1-2" FLG TEE
N: 712704.57. E: 2462408.3
I Ill I 11 12
11
\� N HI0K0 \
\# \ RV WAV \
l o
/ 1 Lf. 1-8" MJ 45' ELBOW\ /
1-8" MJ 11.25' ELBOW
/RR o - N: 712935.93, E: 2`44662747.06' \ 4
/ 1-8" MJ 11.25' ELBOW \e
A IRR N: 712939.66, E: 2462724.21 A0 4
1� �R o X
� \ o
14 EX. SSMH 2
RR \ ��
1-8" MJ 22.5° ELBOW 1-8" MJ 45' ELBOW
-��i� N: 712941.04. E: 2462647.74
'CISOS CIS^.-- OS
\_1-2" MJ 90' ELBOW
N: 712703.81, E: 24{6�2511.92
EcF CIF •I.cl CIF I...I I.�r CIF I...I Cyr CcF I...I Cyr Ell I.� I
�1-8" FLG TEE
N: 712674.29, E: 2462501.67
1
L
_Ly
0 20 40 60
® KEYNOTES
1. MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE
MAIN/MAIN OR MAIN/SERVICE OR SERVICE/SERVICE SEPARATION PER
IDEQ REQUIREMENTS, CITY OF MERIDIAN REQUIREMENTS AND IDAPA
SECTIONS 58.01.08.542.07 AND 58.01.16.430.02(0).
2. INSTALL SINGLE METERED 1" WATER SERVICE CONNECTION WITH 3/4"
METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN STANDARD
DRAWINGS W1, W2 AND W6.
3. INSTALL DOUBLE METERED 1" WATER SERVICE CONNECTION WITH 3/4"
METER AND 3/4" METER SETTERS PER CITY OF MERIDIAN STANDARD
DRAWINGS W1, W3 AND W6.
4. 10' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE AND
NON -POTABLE MAINS.
5. 25' MINIMUM SEPARATION REQUIRED BETWEEN POTABLE WATER MAINS
AND SEEPAGE BEDS.
6. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWINGS
W8 AND W9.
7. REMOVE EXISTING BLOW -OFF AND CONNECT TO EXISTING WATER MAIN.
CONTRACTOR TO VERIFY SIZE AND LOCATION PRIOR TO
CONSTRUCTION.
8. HOT TAP AND CONNECT TO EXISTING 8" WATER MAIN. PROVIDE GATE
VALVE ON NEW WATER MAIN SIDE. CONTRACTOR TO VERIFY SIZE
LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER
OF ANY DISCREPANCIES.
9. CONNECT TO EXISTING SEWER MANHOLE PER ISPWC SECTION 502
PART 3.4. CONTRACTOR TO VERIFY ELEVATION AND LOCATION PRIOR
TO CONSTRUCTION.
ESTIMATED INVERT = 2610.41't
10. ADJUST EXISTING RIM TO MATCH FINISHED GRADE ELEVATION.
11. INSTALL GATE VALVE. MATCH SIZE OF GATE VALVE TO PIPE SIZE.
12. INSTALL PRESSURE IRRIGATION SERVICE.
13. CONNECT TO EXISTING PRESSURE IRRIGATION LINE. CONTRACTOR TO
VERIFY SIZE, LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
SHEET NOTES
A. SEE SHEET C1.1 FOR GENERAL, WATER, PRESSURE IRRIGATION AND
SEWER NOTES.
B. SEE SHEET C4.2 FOR WATER, PRESSURE IRRIGATION AND SEWER
DETAILS.
C. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE.
D. SEWER MANHOLE SHALL BE 48" IN DIAMETER PER ISPWC SD-501
AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507.
E. INSTALL STANDARD SERVICE MARKERS PER CITY OF MERIDIAN
STANDARD DRAWING SW3.
F. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5'
BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER
SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND
INVERT ARE BASED ON ISPWC STANDARD DRAWING SD-511A.
STATIONING TAKEN FROM CENTERLINE OF SEWER ALIGNMENT.
G. SEWER SERVICES SHALL BE INSTALLED WITH A MINIMUM SLOPE OF
2.0% FROM THE PROPERTY LINE TO THE SANITARY SEWER MAIN AND
SHALL BE 4" DIAMETER.
H. COVER OVER WATER LINE SHALL BE PER ISPWC AND CITY OF
MERIDIAN REQUIREMENTS,
I. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF
DIRECTION PER ISPWC STANDARD DRAWING SD-403 AND CITY OF
MERIDIAN REQUIREMENTS.
J. WATER VALVE BOX AND LID SHALL BE INSTALLED PER CITY OF
MERIDIAN STANDARD DRAWING W11.
K. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC STANDARD
DRAWING SD-511A AND SD 512. MINIMUM COVER AT ROW FOR
SEWER SERVICE SHALL BE 6.5 WHERE POSSIBLE. ALL SEWER
SERVICES SHALL BE 4" PVC ASTM D-3034 SDR-35, OR APPROVED
EQUAL. SEWER SERVICES WITH LESS THAN 18" VERTICAL CLEARANCE
FROM POTABLE WATER SHALL USE 4" PVC C900 WATER CLASS PIPE
FOR THE ENTIRE LENGTH OF THE SERVICE.
L. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS FROM CENTER
OF MANHOLE TO CENTER OF MANHOLE. PIPE SLOPE IS FROM INSIDE
FACE OF MANHOLE TO INSIDE FACE OF MANHOLE.
M. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS THE
LARGEST DIAMETER PIPE COMING INTO THE FITTING OR VALVE.
N. ALL ROADWAY CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED
ROADWAY CROSSING DETAIL SHEET C4.2.
0. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL CHANGES OF
DIRECTIONS PER ISPWC STANDARD DRAWING SD-403.
P. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR-21 PVC OR
APPROVED EQUAL.
Q. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER DETAILS
SHEET C4.2 COORDINATE LOCATIONS WITH PROJECT ENGINEER DURING
CONSTRUCTION.
R. INSTALL IRRIGATION SERVICES PER DETAIL SHEET C4.2.
NOTE: SEAL -ENGINEER BENCHMARK: SHEET NO,
WORK CONTAINED WITHIN THESE PLANS S51oNALe CITY OF MERIDIAN, ID
SHALL NOT COMMENCE UNTIL AN F� •PLANNING C4.0
KnowwharsbeloW. ENCROACHMENT PERMIT AND/OR A Q�0���15TfRF0 B BLAINE A. WOMER •SURVEYING SEE SHEET WOODCREST TOWNHOMES SUBDIVISION
GRADING PERMIT HAS BEEN ISSUED. CIVIL C1.0
Call before you dig 1,40. 17011 CIVIL ENGINEERING ENGINEERING UTILITY IMPROVEMENT PLANS FILE NO.
.PUBLIC WORKS WATER PRESSURE IRRIGATION AND SEWER PLAN
DRAWING STATUS 9y9TF oP�� N1420004
FOR AGENCY REVIEW MARK BY DATE APPR, DATE O11F FF Boise, ID 83706, 4355 M Emerald Street, Sulte,45 . 1-208-593-7555 SCALE:
ENGINEER REVISIONS COUNTY W N H V: