ENG Correction Notice 11.4.2022CITY OF EDMONDS
CORRECTION NOTICE
ENGINEERING DIVISION
(425) 771-0220
City Website: www.edmondswa.gov
DATE: November 4, 2022 PERMIT NUMBER: ENG2022-0284
OWNER: Nick Riebh SITE CONTACT: Nick Riebli
ADDRESS: 9134 184th St SW
TYPE OF INSPECTION: FINAL INSPECTION
❑ WORK DESCRIBED BELOW HAS BEEN INSPECTED AND APPROVED
❑ APPROVED PLANS AND PERMIT JOB CARD MUST BE AVAILABLE TO INSPECTOR
ON SITE
® CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED AND/OR THE NEXT PHASE OF WORK IS STARTED.
® RECALL FOR INSPECTION
❑ REINSPECTION FEE MUST BE PAID PRIOR TO NEXT INSPECTION REQUEST.
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY CITY INSPECTOR
1. Add crushed rock to edges of asphalt on 92nd and southern end where it drops off.
2. Clean out catch basin on 184th that is full of debris from removal of soils.
3. Replace fire hydrant reflector in the road on 184th refer to standard detail WA-100 (attached).
THE ACTIONS OR CORRECTIONSINDICATED ABOVE ARE REQUIRED TO BE
CORRECTED PRIOR TO FINAL. FOR RE -INSPECTION SCHEDULE THROUGH
mybuildingpermit. com
Inspector: _ Natalie Griggs
Date: November 4, 2022
Z MOUNT HYDRANT PLUMB
PROVIDE 3' MINIMUM
CLEARANCE AROUND HYDRANT
1 /2" EXPANSION
JOINT MATERIAL
4" MIN-6" MAX
3' x 3' x 3.5"
THICK CONCRETE
PAD AROUND
HYDRANT °
1 CY 1-1/2" WASHED
ROCK. 1' MIN ABOVE
DRAIN HOLES AND
AROUND HYDRANT TO
BOTTOM OF DITCH LINE.
COVER TOP AND SIDES
WITH MIRAFI 160N OR
APPROVED EQUAL. ;�
UNDISTURBED EARTH
12"x12"x4" CONC. BLK.
HYDRANT CONNECTION PIPE TO
BE DUCTILE IRON CLASS 52.
ANY INTERMEDIATE JOINTS TO BE
RESTRAINED
NOTES:
4" STORZ ADAPTER
18" MIN-24" MAX
ABOVE FINISHED
GRADE
FINISH GRADE
'J FL x MJ 6" R.W.
GATE VALVE
RESTRAINED JOINTS
MEGA —LUG OR
EQUAL FROM
HYDRANT TO VALVE
(NP) —
DOUBLE SIDED BLUE
RAISED PAVEMENT
MARKERS
ALIGN VALVE BOX EA
PARALLEL WITH THE
WATER LINE IT SERVE
ROAD �
CAST IRON ADJUSTABLE
VALVE BOX TEE WITH
FLANGED FLANGED
CONNECTION CONNECTION
FOR HYDRANT
VALVE
THRUST BLOCK
10 MIL PLASTIC
° BETWEEN BLOCK
& TEE
12"x12"x4" 2" MIN
CONC BLK CLEARANCE
a BETWEEN
e BLOCKING
AND
BOLTS
a . : THRUST
BLOCK
1. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY OF EDMONDS APPROVED MATERIAL MODIFICATIONS
LISTINGS.
2. CONSTRUCT 3' X 3' X 3.5" THICK CONCRETE PAD AROUND HYDRANT PIPE. HYDRANTS SET IN CONCRETE REQUIRES AN
EXPANSION STRIP AROUND HYDRANT BARREL. IN ADDITION, THE INSTALLATION OF THE HYDRANT ON PRIVATE PROPERTY
SHALL EQUAL OR EXCEED STANDARDS SET FORTH FOR THE INSTALLATION OF PUBLIC FIRE HYDRANTS IN THE CITY OF
EDMONDS.
3. ALL HYDRANTS SHALL HAVE A 6" MECHANICAL JOINT (MJ) BASE. TRAFFIC MODEL PROVIDED WITH (2) 2-1/2" HOSE
NOZZLES AND (1) 4-1/2" NATIONAL STANDARD THREAD (NST) PUMPER NOZZLE WITH 4" STORZ QUICK COUPLING
ADAPTER.
4. PUMPER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS.
5. THREE FOOT MINIMUM LEVEL CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT WHEN PLACING LANDSCAPING.
6. FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE (1700-63 SUNBURST YELLOW) OR APPROVED
EQUAL.
7. RAISED PAVEMENT MARKER TO BE PLACED 4" FROM PAVEMENT C/L OR PAINTED LINE ON HYDRANT SIDE OF ROAD.
8. FIRE HYDRANT LOCATION SHALL BE SHOWN ON THE PLANS AT A LOCATION APPROVED BY THE CITY ENGINEER.
�St. 18y�
REVISION DATE
CITY OF EDMONDS JANUARY 2018
FIRE HYDRANT ASSEMBLY
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH WA— 100