HomeMy WebLinkAboutSite Plan_PSE Gas Main Ext_149th Ave SEIP GAS FLOW15214149TH AVE SESR-16
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Vicinity Map
Owner / Developer Contact Info
officeATTN:
VERIZON WIRELESS 425-603-2824
PO BOX 182727
COLUMBUS, OH 43218
RICK 253-218-9017
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
503642600 107052694
503708673 106314584
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
GAS
PROJECT PHASE Notification #Order #
Retirement
Relocate
SAP Superior
Service/Meter
Service/Meter
HP Svc/MSA
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
Service/Meter
SYSTEM MAOP DENOTED BY: SYSTEM MAOP = ___ PSIG
BOX (TEST LEAD) INSTALLATION.
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS
TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200.
ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY
COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED
PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND
NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811
FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO
STANDARD GAS CONSTRUCTION NOTES:
14.
13.
15.
10.
11.
THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
9.
6.
7.
5.
4.
3.
1.
60
16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
------------------
NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).2.
8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.
GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.12.
___________________________, PHONE______________.
NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES17.
FOOTAGE BETWEEN FITTINGS.
18.EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOS 2500.2200. (RECORD ALL
INFORMATION ON D-4 CARD)
PLOT PLAN
SCALE: 1" = 30'-0"
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
GAS MAIN INSTALLATION/RETIREMENT
SOAP AIR NITROGEN WATER
SOAP AIR NITROGEN WATER
STOP TIME
START TIME TESTED BY
TEST RESULTS P F
TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928
P F
Type/Work ManufacturerPipe Size Type Est Length Act Lgth
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 03/10
TEST RESULTS
/ /
/ /
/ /
INSTALL 4"MPE-7 63'
INSTALL 2"MPE-7 61'
60 60 PSIG 107052694DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
J. MCCOY 425.429.5821
N/A N/A N/A
C. FUNG 425.625.6055
S. FORNELIUS 253.395.6828
J. MCCOY 425.429.5821 .
...
RW-087743 RENTON / KING CO.
VERIZON WIRELESS
4" MPE IP MAIN EXTENSION
15214 149TH AVE SE, RENTON 98055
PUGET SOUND ENERGY
107052694
1"=30'1/2
KING 32 CSPSKGPM
SW 23-23-05 208.086 211.088
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.429.5821
jeff.mccoy@pse.com
JEFF MCCOY
WORK
SITE
NOT TO SCALE
PIPELINE MARKER
1
Scale: NTS
BRANCH DETAIL1
PLEASE REFER TO SHEET 2
FOR ALL BMP NOTES.
BMP'S ARE ILLUSTRATED WITHIN THE GAS DESIGN.
TYPICAL GAS SERVICE LINE TRENCH DETAIL
COMMERCIAL
Excavated Dirt Pile
24" Min
NOTE: Install 12" shading
if the backfill contains rocks
greater than 6" dia.
24"
Min
Cover
Gas Service Line
SIDE
ACCESS
VEHICLE
Final Grade
4" Sand Bedding
12" Min. of
Acceptable Backfill
(See Definition Above)
6" Sand Shading
12"-18"
Min
Backfill for Direct Bury - The final backfill may be soil-based select material or native soil, but
free of construction debris and shall not contain rocks larger than 10"-in. diameter to prevent
impedence of gas system maintenance.
Not to scale
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
The following narrative addresses the 12 SWPPP elements.
1 - PRESERVE VEGETATION/ MARK CLEARING LIMITS
Puget Sound Energy's project limits will be delineated by construction cones when working on impervious
surfaces.
High visibility plastic fence(HVF) or silt fence will be used while working in soft surface areas.
All areas required to be delineated will be marked prior to beginning of any land disturbing activities.
All delineating HVF will be removed once construction in the area is complete.
All construction activities consist of disturbing earth, to accommodate the installation of a
PSE Gas Pipe Facility by way of a trench. Absolutely no grading or clearing will be involved.
All work will remain within hard surface roadway or roadway shoulder while with in the Right of Way.
Work limits are determined by the approved Traffic Control Plans submitted with the
King County Right of Way Permit.
Sections of this work may proceed outside of the Right of Way, at which point all work limits will be defined
with HVF. Absolutely no natural vegetation will be impacted during our construction.
There are no Critical areas within our project limits.
Best Management Practices (BMPs) to be used:
·BMP C103: High Visibility Plastic Fence
2 - ESTABLISH CONSTRUCTION ACCESS
Because this work remains in the roadway, and will be phased in lengths of 200' each day, there will not
be the need to establish a specific construction access. Nor will there be the need to implement any BMP's.
In cases where construction will proceed onto a undeveloped plat, the established construction access built
by the General contractor on site will be utilized.
Best Management Practices (BMPs) to be used:
·None
3 - CONTROL FLOW RATES
Construction will not be encountering any channels or swales. No BMP's to control water flows
will be necessary. Please see Element 4 for BMP's related to sediment flow control.
Best Management Practices (BMPs) to be used:
·None
4 - INSTALL SEDIMENT CONTROLS
Accumulated sediment will be removed from the site with the aid of BMPs listed below, at the locations
shown on the SWPPP plan.
Best Management Practices (BMPs) to be used:
·BMP C235: Straw Wattles
5 - STABILIZED SOILS
The only soil stabilization necessary during our project will be to cover our stock piles.
Plastic covering on top and below the stock pile will be implemented. Straw wattles are sometimes
used around the stock piles if they are on the soft shoulder near the roadway.
Best Management Practices (BMPs) to be used:
·BMP C123: Plastic Covering
·BMP C235: Straw Wattles
6 - PROTECT SLOPES
No slopes will be constructed or impacted during our construction. No BMP's will be necessary.
Best Management Practices (BMPs) to be used:
·None
7 - PROTECT PERMANENT DRAIN INLETS
There are permanent drains near or in the project limits. BMP's will be implemented prior to start of
construction.
Best Management Practices (BMPs) to be used:
·BMP C220: Storm Drain Inlet Protection
8 - STABILIZE CHANNELS AND OUTLETS
Our project will not encounter any channels or outlets. No BMP's will be necessary.
Best Management Practices (BMPs) to be used:
·None
9 - CONTROL POLLUTANTS
Any and all chemicals, liquid projects, petroleum projects, and other materials that have the
potential to pose a threat to human health or the environment will be covered, contained and
protected from vandalism. We will keep all such products either in a locked trailer or a locked,
leak proof container. Any heavy equipment/vehicles will only be onsite temporarily. Any spills
will be cleaned immediately. If any restoration requires fertilizers and pesticides, it will be
applied per the manufacturers' label requirements for application rate and procedures. No pH
modifying sources such as cement kiln dust, fly ash, concrete washing treatment, curing
waters, etc are anticipated; if however they are, we will contain and/or remove the polluted
substance from the site per manufacturer's recommendations. Any saw cutting will follow
BMP C152.
Best Management Practices (BMPs) used:
·BMP C152: Saw cutting and Surfacing Pollution Prevention
·BMP C153: Material Storage, Delivery, and Containment
KING COUNTY SMALL PROJECT
STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
15219 149TH AVE SE, RENTON WA 98055
10 - CONTROL DEWATERING
There will be no need for any dewatering during our construction.
Best Management Practices (BMPs) to be used:
·None
11 - MAINTAIN BEST MANAGEMENT PRACTICES
BMPs will be inspected and maintained during construction and removed within 7 days after our project is
finished and the County Inspector is satisfied.
12 - MANAGE THE PROJECT
This SWPPP will be implemented at all times. The Erosion control BMPs will be implemented in the
following sequence:
1. Mark the project limits
2. Install protection for existing drainage systems and permanent drain inlets
4. Establish staging areas for storage and handling polluted materials and BMP's.
5. Install sediment control BMP's if necessary
6. Maintain BMPs until project is complete and site is stabilized, at which time they may be removed.
PLEASE SEE CONSTRUCTION PLANS FOR SWPPP NOTES AND ALL LOCATIONS
FOR BMPS TO BE UTILIZED.
ALL BMP'S ARE INDICATED ON THE PLAN IN THE FOLLOWING SYMBOL
BMP C103: High Visibility Plastic or Metal Fence
Purpose:
Fencing is intended to: (1) restrict clearing to approved limits; (2) prevent disturbance of
sensitive areas, their buffers, and other areas required to be left undisturbed; (3) limit
construction traffic to designated construction entrances or roads; and, (4) protect areas
where marking with survey tape may not provide adequate protection.
Conditions of Use:
To establish clearing limits, plastic or metal fence may be used
• At the boundary of sensitive areas, their buffers, and other areas required to be left
uncleared.
• As necessary to control vehicle access to and on the site.
Design and Installation Specifications:
High visibility plastic fence shall be composed of a high-density polyethylene material
and shall be at least four feet in height. Posts for the fencing shall be steel or wood and
placed every 6 feet on center (maximum) or as needed to ensure rigidity. The fencing
shall be fastened to the post every six inches with a polyethylene tie. On long continuous
lengths of fencing, a tension wire or rope shall be used as a top stringer to prevent
sagging between posts. The fence color shall be high visibility orange. The fence tensile
strength shall be 360 lbs./ft. using the ASTM D4595 testing method.
Metal fences shall be designed and installed according to the manufacturer's
specifications.
Metal fences shall be at least 3 feet high and must be highly visible.
Fences shall not be wired or stapled to trees.
Maintenance Standards:
If the fence has been damaged or visibility reduced, it shall be repaired or replaced
immediately and visibility restored.
BMP C235: Straw Wattles
Purpose:
Straw wattles are temporary erosion and sediment control barriers consisting of straw that
is wrapped in biodegradable tubular plastic or similar encasing material. They reduce the
velocity and can spread the flow of rill and sheet runoff, and can capture and retain
sediment. Straw wattles are typically 8 to 10 inches in diameter and 25 to 30 feet in
length. The wattles are placed in shallow trenches and staked along the contour of
disturbed or newly constructed slopes. See Figure A for typical construction details.
Conditions of Use:
Disturbed areas that require immediate erosion protection.
Exposed soils during the period of short construction delays, or over winter months.
On slopes requiring stabilization until permanent vegetation can be established.
Straw wattles are effective for one to two seasons.
If conditions are appropriate, wattles can be staked to the ground using willow cuttings
for added revegetation.
Rilling can occur beneath wattles if not properly entrenched and water can pass between
wattles if not tightly abutted together.
Design and Installation Specifications:
It is critical that wattles are installed perpendicular to the flow direction and parallel to
the slope contour.
Narrow trenches should be dug across the slope on contour to a depth of 3 to 5 inches on
clay soils and soils with gradual slopes. On loose soils, steep slopes, and areas with high
rainfall, the trenches should be dug to a depth of 5 to 7 inches, or 1/2 to 2/3 of the
thickness of the wattle.
Start building trenches and installing wattles from the base of the slope and work up.
Excavated material should be spread evenly along the uphill slope and compacted using
hand tamping or other methods.
Construct trenches at contour intervals of 3 to 30 feet apart depending on the steepness of
the slope, soil type, and rainfall. The steeper the slope the closer together the trenches.
Install the wattles snugly into the trenches and abut tightly end to end. Do not overlap the
ends.
Install stakes at each end of the wattle, and at 4-foot centers along entire length of wattle.
If required, install pilot holes for the stakes using a straight bar to drive holes through the
wattle and into the soil.
At a minimum, wooden stakes should be approximately 3/4 x 3/4 x 24 inches. Willow
cuttings or 3/8-inch rebar can also be used for stakes.
Maintenance Standards:
Stakes should be driven through the middle of the wattle, leaving 2 to 3 inches of the
stake protruding above the wattle.
Wattles may require maintenance to ensure they are in contact with soil and thoroughly
entrenched, especially after significant rainfall on steep sandy soils.
Inspect the slope after significant storms and repair any areas where wattles are not
tightly abutted or water has scoured beneath the wattles.
BMP C123: Plastic Covering
Purpose:
Plastic covering provides immediate, short-term erosion protection to slopes and
disturbed areas.
Conditions of Use:
Plastic covering may be used on disturbed areas that require cover measures for less than
30 days, except as stated below:
• Plastic is particularly useful for protecting cut and fill slopes and stockpiles.
Note: The relatively rapid breakdown of most polyethylene sheeting makes it unsuitable
for long-term (greater than six months) applications.
• Clear plastic sheeting can be used over newly-seeded areas to create a greenhouse
effect and encourage grass growth if the hydroseed was installed too late in the season to
establish 75 percent grass cover, or if the wet season started earlier than normal. Clear
plastic should not be used for this purpose during the summer months because the
resulting high temperatures can kill the grass.
• Due to rapid runoff caused by plastic sheeting, this method shall not be used
upslope of areas that might be adversely impacted by concentrated runoff. Such areas
include steep and/or unstable slopes.
• Whenever plastic is used to protect slopes, water collection measures must be
installed at the base of the slope. These measures include plastic-covered berms,
channels, and pipes used to covey clean rainwater away from bare soil and disturbed
areas. At no time is clean runoff from a plastic covered slope to be mixed with dirty
runoff from a project.
Plastic covering may also be used for:
• Temporary ditch liner;
• Pond liner in temporary sediment pond;
• Liner for bermed temporary fuel storage area if plastic is not reactive to the type
of fuel being stored;
• Emergency slope protection during heavy rains; and,
• Temporary drainpipe (“elephant trunk”) used to direct water.
Design and Installation Specifications:
Plastic sheeting shall have a minimum thickness of 6 mils (0.006 inches, or 0.15 mm).
Plastic slope cover must be installed as follows:
• Run plastic up and down slope, not across slope;
• Plastic may be installed perpendicular to a slope if the slope length is less than 10
feet;
• Minimum of 8-inch overlap at seams;
• On long or wide slopes, or slopes subject to wind, all seams should be taped;
• Place plastic into a small (12-inch wide by 6-inch deep) slot trench at the top of
the slope and backfill with soil to keep water from flowing underneath;
• Place sand filled burlap or geotextile bags every 3 to 6 feet along seams and
pound a wooden stake through each to hold them in place;
• Inspect plastic for rips, tears, and open seams regularly and repair immediately.
This prevents high velocity runoff from contacting bare soil which causes extreme
erosion;
• Sandbags may be lowered into place tied to ropes. However, all sandbags must
be staked in place.
• If erosion at the toe of a slope is likely, a gravel berm, riprap, or other suitable
protection shall be installed at the toe of the slope in order to reduce the velocity
of runoff.
Maintenance Standards:
• Torn sheets must be replaced and open seams repaired.
• If the plastic begins to deteriorate due to ultraviolet radiation, it must be
completely removed and replaced.
• When the plastic is no longer needed, it shall be completely removed.
BMP C220: Storm Drain Inlet Protection
Purpose:
To prevent coarse sediment from entering drainage systems prior to permanent
stabilization of the disturbed area.
Conditions of Use:
Where storm drain inlets are to be made operational before permanent stabilization of the
disturbed drainage area. Protection should be provided for all storm drain inlets
downslope and within 500 feet of a disturbed or construction area, unless the runoff that
enters the catch basin will be conveyed to a sediment pond or trap. Inlet protection may
be used anywhere to protect the drainage system. It is likely that the drainage system will
still require cleaning.
Design and Installation Specifications:
Catchbasin filters
Catchbasin filters should be designed by the manufacturer for use at construction sites.
The limited sediment storage capacity increases the amount of inspection and
maintenance required, which may be daily for heavy sediment loads. The maintenance
requirements can be reduced by combining a catchbasin filter with another type of inlet
protection. This type of inlet protection provides flow bypass without overflow and
therefore may be a better method for inlets located along active rights-of-way.
5 cubic feet of storage.
Dewatering provisions.
High-flow bypass that will not clog under normal use at a construction site.
The catchbasin filter is inserted in the catchbasin just below the grating.
Maintenance Standards:
Catch basin filters should be inspected frequently, especially after storm events. If the
insert becomes clogged, it should be cleaned or replaced.
For systems using stone filters: If the stone filter becomes clogged with sediment, the
stones must be pulled away from the inlet and cleaned or replaced. Since cleaning of
gravel at a construction site may be difficult, an alternative approach would be to use the
clogged stone as fill and put fresh stone around the inlet.
Do not wash sediment into storm drains while cleaning. Spread all excavated material
evenly over the surrounding land area or stockpile and stabilize as appropriate.
BMP C152: Sawcutting and Surfacing Pollution Prevention
Purpose:
Sawcutting and surfacing operations generate slurry and process water that contains fine
particles and high pH (concrete cutting), both of which can violate the water quality
standards in the receiving water. This BMP is intended to minimize and eliminate
process water and slurry from entering waters of the State.
Conditions of Use:
Anytime sawcutting or surfacing operations take place, these management practices shall
be utilized. Sawcutting and surfacing operations include, but are not limited to, the
following:
• Sawing
• Coring
• Grinding
• Roughening
• Hydro-demolition
• Bridge and road surfacing
Design and Installation Specifications:
Slurry and cuttings shall be vacuumed during cutting and surfacing operations.
Slurry and cuttings shall not remain on permanent concrete or asphalt pavement
overnight.
Slurry and cuttings shall not drain to any natural or constructed drainage conveyance.
Collected slurry and cuttings shall be disposed of in a manner that does not violate
groundwater or surface water quality standards.
Process water that is generated during hydro-demolition, surface roughening or
similar operations shall not drain to any natural or constructed drainage
conveyance and shall be disposed of in a manner that does not violate
groundwater or surface water quality standards.
Cleaning waste material and demolition debris shall be handled and disposed of in
a manner that does not cause contamination of water. If the area is swept
with a pick-up sweeper, the material must be hauled out of the area to an
appropriate disposal site.
Maintenance Standards:
Continually monitor operations to determine whether slurry, cuttings, or process water
could enter waters of the state. If inspections show that a violation of water quality
standards could occur, stop operations and immediately implement preventive measures
such as berms, barriers, secondary containment, and vacuum trucks.
General SWPPP Notes:
This project is covered under the small project SWPPP requirements.
Construction Phasing will proceed day by day, limited to approximately 200 linear feet each day. All
BMP's will be implemented at the beginning of the day prior to any construction activities. All BMP's
will be removed at end of day after site is stabilized. Construction Crew will always make an effort to
divert runoff away from exposed areas wherever possible.
This SWPPP is NOT limited by the BMP's illustrated in this drawing. A CESCL will always be available
to advise a more appropriate or additional BMP's when necessary.
All Stock Piles will be held within the project phasing for that day's work.
Project Area Calculations:
Impact in ROW: 90 sqft Impact in Impervious Surface:15 sqft
DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
J. MCCOY 425.429.5821 7/28/16
N/A N/A N/A
J.WARNING 425.516.3889 7/28/16
C. PAK 425.449.6735
J. MCCOY 425.429.5821 .
...
REQUIRED RENTON / KING CO.
VERIZON WIRELESS
4" MPE IP MAIN EXTENSION
15214 149TH AVE SE, RENTON 98055
PUGET SOUND ENERGY
107046340
1"=30'2/2
KING 32 CSPSKGPM
SW 23-23-05 208.086 211.088
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A