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GENERAL NOTES:
E 1 MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL
NOT EXCEED ONE-HALF THE MANUFACTURERPS
YJ 4vA.296202
RECOMMENDED PERMISSIBLE DEFLECTION.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
262
COAL CREEK UTILITY DISTRICT STANDARD SPECIFICATIONS,
AND THE CITY OF NEWCASTLE.
DO� 3. LOCATIONS OF THE EXISTING UTILITIES SHOWN ARE
APPROXIMATE. EXISTING UTILITIES SHALL BE FIELD
_IVE UTILITY COMPANIES PRIOR
LOCATED BY REPRESENTA�
TO CONSTRUCTION.
EXISTING
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5. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES 24 UNDERGROUND SERVICE (u!
HOURS PRIOR TO CONSTRUCTION.
.
6, HORIZONTAL AND VERTICAL DATUM WERE TAKEN FROM WAS
PLANS PREPARED BY PET[RSON CONSULTING ENGINEERS
LAST REVISED ON DECEWBER 21, 2001.
CS N
7, ALL ADAPTERS ARE TO BE DUCTILE IRON FITTINGS.
CL
8. VALVE POST MARKERS ARE TO BE INSTALLED FOR
9. HYDRANTS TO BE PLACED SUCH THAT PUMPER PORT IS EXP1RES 03/04/03
A MINIMUM OF 1 FOOT BEHIND THE BACK OF SIDEWALKS.
10. PIPE TO BE POLYWRAPPED AT DISCRETION OF DISTRICT. PE
11. LOTS 2, 11-16 REQUIRE FIRE SPRINKLER SYSTEMS. 1 1/2" 00
SERVICES AND APPROVED BACKFLOW DEVICES TO BE 02 0
co Q1
PROVIDED FOR THESE LOTS.
2 >< 12. PROVIDE CITY OF RENTON APPROVED STORTZ FITTINGS 16067
Cl- CZA
a- U� ON ALL FIRE HYDRANTS.
REFERENCE INFORMATION DATE JOB NUMBER
Engineering Planning Surveying
FIELD BOOK: XX—X SAINT CLAIRE
02006.00
DESIGNED PH APRIL 2002
Penhaliegon Associates Consulting Engineers, Inc.
SURV. CPU FILE:
WATER EXTENSION DWG NO. P2006WAl.dwq
750 Sixth Street South Kirkland, WA 98033 www.paceengrs.com COAL CREEK UTILITY DISTRICT XXXXXXX.DWG
DRAWN PH SCALE
1 30" SHEET OF
CHECKED DBH Kirkland Seattle Federal Way Cie Elum Portland