HomeMy WebLinkAboutCivil Construction Plans.pdfGRAPHIC SCALE
(IN FEET)
030 30 60 120
ELECTRICAL
PERMITTING
MANAGEMENT
CONSTRUCTION
NO:
SHEET TITLE:
MANAGEMENT
PROJECT
355 110TH AVE NE, BELLEVUE WA. 98004
NAMEGROUP
CIVIL
NO:
DRAWINGPSE ENGINEERING CONTACTS
PHONE EMAIL
425-495-6239
425-396-3776
425-462-3954
DRAWING LIST:
LEGEND
SUBSTATION FENCE
CATCH BASIN
PROPERTY LINE
GATE VALVE
GRAVEL DRIVEWAY
VICINITY MAP
NO SCALE
Know what'sbelow.
before you dig.Call
R
SITE INFORMATION:
ZONING:
ADDRESS:
PARCEL NO:
PROPERTY OWNER:
LEGAL DESCRIPTION:
SUBSTATION
SHUFFLETON
EXISTING FOUNDATION
NICHOLE PORTER
ZERECK JONES zereck.jones@pse.com
nichole.porter@pse.com
SECTIONS 5 & 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
22
25
GC (GENERAL COMMERCIAL)
RENTON, WA 98056
1095 LAKE WASHINGTON BOULEVARD NORTH
0823059178
PUGET SOUND ENERGY
AND THE POINT OF BEGINNING.
LINE A DISTANCE OF 369.00 FEET TO SAID NORTHERLY MOST CORNER
SAID LOT; THENCE NORTH 46°43'23" EAST ALONG SAID NORTHWESTERLY
WEST A DISTANCE OF 278.00 FEET TO THE NORTHWESTERLY LINE OF
SAID LOT A DISTANCE OF 369.00 FEET; THENCE NORTH 43°47'07"
THENCE SOUTH 46°43'23" WEST ALONG THE SOUTHEASTERLY LINE OF
LOT AND ITS SOUTHEASTERLY EXTENSION A DISTANCE OF 278.00 FEET;
SOUTH 43°47'07" EAST ALONG THE NORTHEASTERLY LINE OF SAID
COMMENCING AT THE NORTHERLY MOST CORNER OF SAID LOT; THENCE
RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
LUA-98-176-LLA AS FILED UNDER RECORDING NUMBER 9902019014,
THAT PORTION OF LOT "A", CITY OF RENTON LOT LINE REVISION
CODY SPENCE 425-466-8946 cody.spence@pse.com
KERRY KRINER 425-462-3821 kerry.kriner@pse.comNRYAN WIEDER ryan.wieder@pse.com
PROPOSED RETAINING WALL
EXISTING RETAINING WALL
N 46°43'23" E 369.00'
S 46°43'23" W 369.00'S 43°47'07" E 278.00'STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481
EASEMENT LINE
50'-0"ACCESS EASEMENT5'-0"4'-0" RETAININGWALL EASEMENT (TYP)PERMIT #C21000323
CITY OF RENTON, KING COUNTY, WASHINGTON
PURPOSE
GRANTEE
EASEMENT FOR
EXCLUSIVE
#8407260401
MAIN EASEMENT
15'-0" FIRE
#8407260401
MAIN EASMENT
15'-0" FIRE
#20010629002927
UTILITY EASMENT
1
1 OF 2
SITE
SHUFFLETON SUBSTATION
AND GENERAL NOTES
SITE PLAN
D-20891
SHU
1"=30'-0"
141005363
CITY OF RENTON R-417001TED-404170SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:5/28/20219:37:29 AMD-20891_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTSN 43°47'07" W 278.00'CHAIN LINK FENCING SECTIONS AND DETAILS
IRRIGATION NOTES AND DETAILS
IRRIGATION PLAN
LANDSCAPE NOTES
LANDSCAPE DETAILS
LANDSCAPE PLAN
STRUCTURAL PLAN
FOUNDATION PLAN
DRAINAGE DETAILS
DRAINAGE PLAN
GRADING AND FENCING SECTIONS AND DETAILS
GRADING AND FENCING PLAN
DEMOLITION PLAN
TEMPORARY EROSION/SEDIMENT CONTROL DETAILS
TEMPORARY EROSION/SEDIMENT CONTROL PLAN
SITE PLAN AND GENERAL NOTES
SITE PLAN AND GENERAL NOTES
1
2
1
3
2
1
1
1
2
1
2
1
1
2
1
2
1
D-18381
D-20899
D-20898
D-20897
D-10163
D-20895
D-20894
D-20893
D-20892
D-20891
c:\pwworking\projectwise\jinels\dms14623\D-20891_01.dgn INTERNAL USE
Know what'sbelow.
before you dig.Call
R
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NOTES:
LESS THAN 2 INCH ROCK/10-20% PASSING
2-4 INCH ROCK/30-40% PASSING; AND
4-8 INCH ROCK/40-70% PASSING;
THE CITY LOGO.
OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY
RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS
ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC
ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE.
ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE
OF THE ROADWAY.
RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE
BOTTOM OF THE DITCH.
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT
ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE
LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED
EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1
204.30, 204.40 AND 204.50. STRUCTURES SHALL HAVE:
DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20,
ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH
INSIDE AND OUTSIDE.
STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2 OR 5
220.00, 220.10, AND 220.20.
ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORM DENSE, UNYIELDING BASE.
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
BY THE CITY.
OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED
ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO,
TO THE GRADE AS STAKED.
THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED
THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY
ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO
STANDARDS.
ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION
UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS.
OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED
IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT
TESTS OF THE WSDOT STANDARD SPECIFICATIONS, IN PERMEABLE PAVEMENT AND OTHER
MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D-COMPACTION AND MOISTURE CONTROL
ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%
BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
(WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE
VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83
ENGINEER OF RECORD IF A CONFLICT EXISTS.
CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE
ON THE AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY
BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD
FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY
INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO
SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO
BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE
BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE
THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HERON HAVE BEEN ESTABLISHED
CONSTRUCTION IS IN PROGRESS.
A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER
FROM THE CITY.
APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL
BE CONTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL
VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY
SEWER, GAS, ELECTRICAL, ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES,
DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,
APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN
PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FROUND IN THE
IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY
PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA),
THE STANDARDS SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND
ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN
STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY,
CONTRACTOR.
HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S
CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON,
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-
TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781.
MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET
TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY
PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS),
OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST
ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET
THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF
SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF
BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT
APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE
COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES.
WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB
OF THE RENTON SWDM.
MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.1.2.A2
SHALL BE MAINTAINED BY THE APPLICANT.
CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS
PER ADA REQUIREMENTS.
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID LID
AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE
INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS,
REGULATIONS (RMC 4-3-050).
WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION
PROJECTS LOCATED WITH THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY
1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS
INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN
SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY
PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK
ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE
ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND
DURING CONSTRUCTION.
FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION
RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY
ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT
AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00.
STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR
THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER
FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF
TESTED.
SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS
ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS
ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN
PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCVT INSPECTIONS AND REPORTS
CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM
PROVIDED TO THE CITY PRIOR TO CONSTRUCTION.
SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE
ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A
CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE
A BOLT-LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE
THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH
ON-SITE BMPS.
APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TO
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS
INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE
MEET THE FOLLOWING SPECIFICATIONS:
OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL
ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE
31.
30.
29.
28.
27.
26.
25.
24.
23.
22.
21.
20.
19.
18.
SURFACE WATER PLAN NOTES:STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481
CITY OF RENTON R-417002
1
2 OF 2
SITE
SHUFFLETON SUBSTATION
AND GENERAL NOTES
SITE PLAN
D-20891
SHU
NONE
141005363
TED-404170SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:4/14/202112:30:26 PMD-20891_02.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS
c:\pwworking\projectwise\jinels\dms14623\D-20891_02.dgn INTERNAL USE
LEGEND
SUBSTATION FENCE
PROPERTY LINE
GRATE INLET w/OIL STOP VALVE
GATE VALVE
SCH 80 PVC PERFORATED PIPE
EXISTING FOUNDATION
RETAINING WALL
1
TESC
SHUFFLETON SUBSTATION
SEDIMENT CONTROL PLAN
TEMPORARY EROSION/
D-20892
SHU
1"=20'-0"
141005363
1 OF 2
BUILDING
VACANT
EXISTING
BLDG
COMM
EXST
CATCH BASIN INSERT
GRAPHIC SCALE
(IN FEET)
CONSTRUCTION LIMITS
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
GAS LINE
WATER LINE
SANITARY SEWER
POWER LINE
22
25
G
W
SS
E
020 20 40 80
REFERENCE DRAWINGS
D-20897
D-20896
D-20895
D-20894
D-20891
STURCTURAL PLAN
FOUNDATION PLAN
DRAINAGE PLAN
GRADING AND FENCING PLAN
SITE PLAN AND GENERAL NOTES
1
1
SILT FENCE
1
1
1
1
1
1
1
1
5
3
4
CONSTRUCTION NOTES
1
2
3
4
5
2
ACTIVITIES WITHIN THIS AREA)
(NO GRADING OR LAND DISTURBING
EXISTING SUBSTATION FOOTPRINT
SUBSTATION FOOTPRINT
ACTIVITIES WITHIN THE EXISTING
NO GRADING OR LAND DISTURBING
1
1
TEMPORARY CONSTRUCTION FENCE
STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481
2
ON-SITE STAGING AREA - ADJUST AS NECESSARY
MAINTAIN GRAVEL/YARD ROCK AT CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCE - MAY BE ADJUSTED AS NECESSARY
SILT FENCE PER DETAIL 1 ON SHEET 2
CATCH BASIN INSERT PER DETAIL 2 ON SHEET 2
50'-0"ACCESS ROAD EASEMENTWALL ESMT
RETAINING
4'-0"
EASEMENT LINE
Know what'sbelow.
before you dig.Call
R
CITY OF RENTON R-417003
PURPOSE
GRANTEE
EASEMENT FOR
EXCLUSIVE
5'-0"
#8407260401
MAIN EASEMENT
15'-0" FIRE
#8407260401
MAIN EASMENT
15'-0" FIRE
#20010629002927
UTILITY EASMENT
EASEMENT
WALL
RETAINING
4'-0"TED-404170FO FIBER OPTIC LINE
SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:4/21/20212:23:17 PMD-20892_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS
T TELEPHONE LINE
CATCH BASIN, TYPE 2
CATCH BASIN, TYPE 1
SANITARY SEWERNG
GGT
23 2322
24
22
2322 22
232
3
23
22
22
22T
FO
c:\pwworking\projectwise\jinels\dms14623\D-20892_01.dgn INTERNAL USE
DEVELOPMENT ENGINEERING
jchavez 07/26/2021
1
2 OF 2
TESC
CONTROL NOTES AND DETAILS
TEMPORARY EROSION/SEDIMENT
D-20892
SHU
NONE
141005363
SHUFFLETON SUBSTATION
EROSION AND SEDIMENT CONTROL NOTES
2
1
DETAIL DETAIL 1
1
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD
ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL.
MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL.
OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR
FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED
STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR
SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND
PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT
UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN
RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE
INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER
PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE
PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
(AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND
AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS
LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT
TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT
MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE
ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE
OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP.
INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.
WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY
500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET
STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN
BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY
OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL
THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE
ADDRESSED WITHIN SEVEN (7) DAYS.
ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE
APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND
IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.)
DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED
FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS
ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED
SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE
FACILITIES.
DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER
APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM
PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT
ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS
TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY
ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL
THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
SHALL BE DISPOSED OF PROPERLY.
ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF
OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL
COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION
FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS
CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL
SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY
AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE
ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING
DESIGNATED CONCRETE WASHOUT AREAS.
DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN
WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM
WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE
SEDIMENT FROM ENTERING WATERS OF THE STATE.
THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT
PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT
KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE
WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE
AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED
STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION
SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC
CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS
OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF
CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D
OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE
THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS
IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP
THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED
ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO
(ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT.
THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY
AND THE APPLICANT'S CONTRACTOR.
SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT,
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING
STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481
CITY OF RENTON R-417004
Know what'sbelow.
before you dig.Call
RTED-404170SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:4/20/202110:52:26 AMD-20892_02.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS
c:\pwworking\projectwise\jinels\dms14623\D-20892_02.dgn INTERNAL USE
DEVELOPMENT ENGINEERING
jchavez 07/26/2021
LEGEND
CATCH BASIN
PROPERTY LINE
GATE VALVE
SCH 80 PVC PERFORATED PIPE
RETAINING WALL
INSTALLED PER TEMPORARY EROSION/SEDIMENTCONTROL PLAN.
DEMOLITION SHALL NOT BEGIN UNTIL TESC MEASURES ARE
NOTES
REFERENCE DRAWINGS
D-20895
D-20894
DRAINAGE PLAN
GRADING AND FENCING PLAN
EXISTING FOUNDATION TO REMAIN
EXISTING FOUNDATION TO BE REMOVED
EXISTING ASPHALT TO BE REMOVED
STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481
1.NGRAPHIC SCALE
(IN FEET)
020 20 40 80
OFF-SITE
AND DISPOSE OF
REMOVE ASPHALT
OFF-SITE
AND DISPOSE OF
REMOVE ASPHALT
INTERIM
REMAIN FOR
BUILDING TO
EXISTING
EASEMENT LINE
ACCESS ROAD EASEMENT50'-0"ON SEVERED PROPERTY
TO DRAIN OVERLAND
REDIRECT DOWNSPOUTS
LEADERS AND
REMOVE ROOF DRAIN
1
1 OF 1
SITE
SHUFFLETON SUBSTATION
D-20893
SHU
1"=20'-0"
141005363
PLAN
DEMOLITION
Know what'sbelow.
before you dig.Call
R
CITY OF RENTON R-417005
TO BE REMOVED
EXISTING ROAD
OIL TANKS
CB
REMOVE
OFF-SITE
AND DISPOSE OF
REMOVE ASPHALT
PROPERTY LINE
CLEAN LINE AT
SAWCUT ASPHALT
CONCRETE PAD
REMOVE EXISTING
PIPE
REMOVE
YARD ROCK
STOCKPILE
REMOVE AND
(TO REMAIN)
BUILDING
VACANT
EXISTING
REMAIN)
(TO
BLDG
COMM
EXST
TO BE REMOVED
EXISTING FOUNDATIONS
STORMWATER FLOW-THROUGH
MANHOLE AND RECONFIGURE FOR
REMOVE OIL STOP VALVE FROM
IS COMPLETE
REMAIN UNTIL CONSTRUCTION
SITE PROPERTY FENCE TO
SERVICEABLE CONDITION
RETAINING WALL IF IN
RETAIN ECO BLOCKS FOR NEW
WALL TO PROPERTY LINE.
REMOVE EXISTING ECO-BLOCK
TO REMAIN
FENCE ON TOP OF WALL
CONCRETE
AND PLUG WITH
PROPERTY LINE
STORM LINE TO
CATCH BASIN AND
REMOVE EXISTING
TO BE REMOVED (TYP)
EXISTING FENCE
TO BE REMOVED (TYP)
EXISTING FENCE
FOR INTERIM
TO REMAIN
BUILDING
EXISTING
TO REMAIN
BACK UP GENERATOR
RELOCATED BY PSE
TRANSFORMER TO BE
STATION SERVICE
TO BE REMOVED
AND ROOT BALL
TREE STUMP
WALL ESMT
RETAINING
4'-0"
WALL EASEMENT
4'-0" RETAINING
STORM LINE
RECONNECT
NECESSARY TO
AND PIPE AS
REMOVE GATE VALVE
PIPE
26' OF
REMOVE
PIPE
105' OF
REMOVE
#8407260401
MAIN EASEMENT
15'-0" FIRE
#8407260401
MAIN EASMENT
15'-0" FIRE
#20010629002927
UTILITY EASMENT
GRANTEE PURPOSE
EASEMENT FOR
5'-0" EXCLUSIVE
NEW OIL
6000 GAL
NEW OIL
10,000 GAL
SERVICE
NOT IN
3000 GALTED-404170GAS LINE
WATER LINE
SANITARY SEWER
POWER LINE
G
W
SS
E
FO FIBER OPTIC LINE
SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:5/27/20213:37:47 PMD-20893_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS
SANITARY SEWER MANHOLE
DISPOSE OF OFF-SITE
SPCC AND VAULT CAP AND
OIL PUMP HOUSE, FOUNDATIONS,
2 BELOW GRADE OIL TANKS,
REMOVE 3 ABOVE GRADE,
GRADE VAULT
SERVICE, IN BELOW
3000 GAL NOT IN
GRADE VAULT
SERVICE, IN BELOW
10000 GAL NOT IN
CATCH BASIN CB-47
WALL AS NECESSARY FOR NEW
ON GRADING PLAN. REMOVE VAULT
AND BACKFILL PER NOTES 2-4
OR BREAK OFF TOP 2' OF WALL
UNDERGROUND VAULT - SAWCUT
ESTIMATED FOOTPRINT OF
GGFO
c:\pwworking\projectwise\jinels\dms14623\D-20893_01.dgn INTERNAL USE
LEGEND
SUBSTATION FENCE
PROPERTY LINE
GRAVEL DRIVEWAYNPROPOSED CONTOURS
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS21
21
25
SEE D-18381
GATE (TYP 2 PLACES),
20' WIDE STATION
23.90
23.80
23.91
23.90
23.86
23.74 23.58 23.42
23.92
23.27
23.10
23.28
23.50
23.70
23.70
23.54
23.70
22.49
22.50
22.07
22.04
21.20
LANDSACPE SCREENING
R=25'
22.00
R=25'
R=30'R=1 0 'R=45'
R=25'
R=25'
SEE SHEET 2, DETAIL 1
(TYP AROUND SUBSTATION).
5'-0" GRAVEL SHOULDER
SPOT ELEVATION23.03
LANDSCAPE BUFFER
REFERENCE DRAWINGS
D-18381
D-20897
D-20896
D-20895
D-20892
D-20891
CHAIN LINK FENCING SECTIONS AND DETAILS
STRUCTURAL PLAN
FOUNDATION PLAN
DRAINAGE PLAN
TEMPORARY EROSION/SEDIMENT CONTROL PLAN
SITE PLAN
16'-0"
20'-0"
5'-0"
20'-0"
20'-0"
2
D
2
C
2
B
2
A
(TYP), SEE D-18381
LINK STATION FENCE
NEW 7' HIGH CHAIN
THIS DRAWING SUPERSEDES D-5423_01
SEE SHEET 2, DETAIL 2
CATCH BASIN (TYP),
4'-0"
10'-0"25 EQUAL SECTIONS @ 9'-10" = 246'-0"= 24'-11"@ 8'-3•"SECTIONS3 EQUAL20'-0"20'-0"EXISTING RETAINING WALL
PROPOSED RETAINING WALL
R=43'
EXISTING FOUNDATION (REF ONLY)
CATCH BASIN (REF ONLY)
GATE VALVE (REF ONLY)
SANITARY SEWER MANHOLE (REF ONLY)
PROPOSED STORM DRAINAGE PIPE (REF ONLY)
EXISTING STORM DRAINAGE PIPE (REF ONLY)
22.68
22.68
22.68
22.68
22.57
22.23
22.16
22.85
21.40
21.40
21.40
21.58
22.17
21.47
22.00
22.85
22.47
23.20
24.21
24.16
24.15 23.86
23.67 23.51
23.68
23.34
22.94
23.30
23.00
23.69
23.14
22.53
22.74
22.65
21.93
22.55
22.37
22.00
22.62
23.00
23.00
23.00
23.00
23.00
23.81
23.72
23.59
ECO BLOCKS
EXISTING
WALL USING
RETAINING
NEW 35' X 2'STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481
GRAPHIC SCALE
(IN FEET)
020 20 40 80
22.10
35 EQUAL SECTIONS @ 9'-9•" = 343'-0"
FOR INTERIM
TO REMAIN
BUILDING
EXISTING
FOR INTERIM
TO REMAIN
BUILDING
EXISTING
(REFERENCE ONLY)
SERVICE TRANSFORMER
RELOCATED STATION
EASEMENT LINE
ACCESS ROAD EASEMENT50'-0"SCREENING
LANDSCAPE
6'-0"
SCREENING
LANDSCAPE
15'-0"
SCREENING
LANDSCAPE
6'-0"
WALL EASEMENT
4'-0" RETAINING
WALL EASEMENT
4'-0" RETAINING
GRADING NOTE:SIDE OF BUILDINGGRAVEL PATH AT SOUTH1
1 OF 2
SITE
SHUFFLETON SUBSTATION
FENCING PLAN
GRADING AND
D-20894
SHU
1"=20'-0"
141005363
CITY OF RENTON R-417006
Know what'sbelow.
before you dig.Call
R
@ 9'-9•" = 284'-0"
29 EQUAL SECTIONS
23.02
15,151.07 SF
PURPOSE
GRANTEE
FOR
EASEMENT
EXCLUSE
5'-0"
#8407260401
MAIN EASEMENT
15'-0" FIRE #8407260401
MAIN EASMENT
15'-0" FIRE
#20010629002927
UTILITY EASMENTTED-404170SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:5/28/20216:41:33 AMD-20894_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS
G
W
SS
E
FO
WATER LINE (REF ONLY)
GAS LINE (REF ONLY)
SANITARY SEWER (REF ONLY)
POWER LINE (REF ONLY)
FIBER OPTIC LINE (REF ONLY)
T TELEPHONE LINE (REF ONLY)
BUILDING
VACANT
EXISTING
BLDG
COMM
EXST
EACH LAYER UNIFORMLY TO THE REQUIRED DENSITY.
8" THICK, LOOSE MEASUREMENT. SPREAD AND COMPACT
PLACE LOAD BEARING BACKFILL IN LAYERS NOT MORE THAN
PRIOR TO BACKFILLING.
REMOVE ALL DEBRIS FROM THE AREA TO BE BACKFILLED
ACCORDANCE WITH ASTM D4254 FOR COHESIONLESS SOILS.
COHESIVE SOILS, OR 75% OF RELATIVE DENSITY IN
MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557 FOR
ALL FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF
PER DETAIL 1 ON SHEET 2).
GRADE AND ADD 9" BASE COURSE AND YARD ROCK (AS
REMOVE EXISTING ASPHALT, GRADE TO SUB-BASE FINAL
FOR AREAS REQUIRING FILL OR CUT IN EXCESS OF 9":
GRADE AND ADD YARD ROCK PER PSE STANDARD DETAIL.
REMOVE EXISTING ASPHALT, GRADE TO BASE COURSE FINAL
DETAIL 1 ON SHEET 2):
EXCESS OF THE REQUIRED 9" OF BASE MATERIAL (AS PER
FOR AREAS OF THE SITE THAT DO NOT REQUIRE CUT IN
4.
3.
2.
1.NORTH-SOUTH BASELINEN 43°47'07" EEAST-WEST BASELINE
S 46°43'23" W
5'-0"GG24
23
22
232322
24
2322 22
2323
23
23
22
22
23
22
22
T
FO
c:\pwworking\projectwise\jinels\dms14623\D-20894_01.dgn INTERNAL USE
DEVELOPMENT ENGINEERING
jchavez 07/26/2021
1
2 OF 2
SITE
Know what'sbelow.
before you dig.Call
R
D-20894
SHU
NONE
141005363
SHUFFLETON SUBSTATION
DETAIL 2
1
THIS DRAWING SUPERSEDES D-5423_02
OUTLET PIPE
INLET PIPE
6"MIN
2'-0"
TAPER
(TYP)
9" BASE COURSE
OF FOUNDATIONS, ETC
FROM 10' AWAY OR FROM EDGE
SLOPE TOP OF BASE COURSE
OUTSIDE OF SPCC AREA
TYPICAL CATCH BASIN GRADING
COURSE
STATION FENCE
SHOULDER
2
1
9"BASE
COURSE
2% SLOPE
NATIVE SOIL
OR COMPACTED
SUBBASE FILL
TYPICAL STATION SECTION
DETAIL 1
1
20'-0"5'-0"
1
SECTION D
NTS
STATION DRIVEWAY
16'-0"
STATION DRIVEWAY
STATION DRIVEWAY
SECTION A
1NTS
SECTION B
1NTS
5'-0"
SHOULDER DRIVEWAY
5'-0"5'-0"4"13"STATION FENCE
COURSE
4" YARD
BASE COURSE
> DRIVEWAY
COURSE
4" TOP
OR SUBBASE FILL
NATIVE SOIL
> DRIVEWAY
TOP COURSE
BASE COURSE
10'-0"10'-0"4"9"13"OR SUBBASE FILL
NATIVE SOIL
20'-0"
1
SECTION
NTS
STATION DRIVEWAY
C
COURSE
4" TOP
> DRIVEWAY
STATION FENCE
OR SUBBASE FILL
NATIVE SOIL
OR SUBBASE FILL
NATIVE SOIL
> DRIVEWAY
COURSE
4" TOP
STATION FENCE
COURSE
4" YARD
BASE COURSE13"5'-0"
SHOULDERDRIVEWAY
9"9"13"4"4"9"DRIVEWAY SHOULDER
5'-0"
COURSE
BASE
SECTIONS AND DETAILS
GRADING AND FENCING
STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481
COURSE
4" YARD
4" YARD
CAST FRAME INTO ADJUSTMENT SECTION
OLYMPIC FDRY NO. SM 60 D/T OR EQUAL.
GRATE (WA STATE STD PLAN B-30.50-03)
(WA STATE STD PLAN B-30.10-03) &
REVERSIBLE CAST IRON FRAME
CITY OF RENTON R-417007TED-404170SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:4/15/20217:54:48 AMD-20894_02.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS
c:\pwworking\projectwise\jinels\dms14623\D-20894_02.dgn INTERNAL USE
LEGEND
SUBSTATION FENCE
PROPERTY LINE
GRAVEL DRIVEWAY
GRAPHIC SCALE
(IN FEET)
020 20 40 80
CATCH BASIN SCHEDULE
CB34 CB33
CB35
CB38
CB19
CB37
CB21
CB32
CB29
CB26NCB24
CB15
CB17
60 LF
CB36
60 LF
60 LF 60 LF
PVC ROOF DRAIN
4" SCH 40
PIPE
12" CONC
PIPE
12" CONC
12" CONC PIPE
ABANDONED50 LFREINF CONC29 LFPIPE12" CONCCB25
CONC PIPE
12 LF 8"31 LF 12"@ 0.5%CONC PIPE59 LF 8" CONCPIPE @ 0.5%31 LFDRAIN
ROOF
8" PVC
26 LF
8" PVC
13 LF
DETAIL 1
(TYP). SEE SHEET 2,
TYPE 1 CATCH BASIN
THIS DRAWING SUPERSEDES D-5424_01
CB52
6" SCH 80 PVC 6" SCH 80 PVC
6" SCH 80 PVC 6" SCH 80 PVC
CB40
CB41
CB46
8" PVC
106 LF
12" CONC63 LFPROPOSED CATCH BASIN TYPE 1
EXISTING CATCH BASIN TYPE 1
EXISTING GATE VALVE
BUILDING
VACANT
EXISTING
BLDG
COMM
EXST
CB43
CB44
CB47
CB50
150 LF 8" PVC ABANDONEDCB48
CB49
CB51
@ 1.58%
15 LF 8" PVC
@ 0.5%
73 LF 8" PVC
49 LF 8" PVC@ 0.25%40 LF 8" PCV@ 0.2%80 LF 8" PVC@ 0.125%59 LF 8" PVC @ 0.5%64 LF 12" PVC @ 0,25%EXISTING RETAINING WALL
PROPOSED RETAINING WALL
EXISTING FOUNDATION (REF ONLY)
EXISTING STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
SE IE 19.42
RIM EL 20.78
CLEANOUT
NE IE 19.28
NW IE 19.28
SE IE 19.28
RIM EL 20.51
CLEANOUT
NW IE 19.76
RIM EL 21.48
CLEANOUT @ 0.25
%8" PVC
28 LF
NW- 8" IE 20.89
RIM EL 22.00
CB52- TYPE 1
W- 8" IE 19.49
RIM EL 22.70
CB51 - TYPE 1
NW- 8" IE 19.42
E- 8" IE 19.42
RIM EL 22.86
CB50 - TYPE 1
SW- 8" IE 19.53
RIM EL 22.70
CB49 - TYPE 1
NE- 8" IE 19.30
NW- 8" IE 19.30
SE- 8" IE 19.30
RIM EL 22.85
CB48 - TYPE 1
SW- 8" IE 19.50
RIM EL 22.34
CB47 - TYPE 1
SW- 8" IE 19.14
NE- 8" IE 19.14
NW- 8" IE 19.14
SE- 8" IE 19.14
RIM EL 22.63
CB46 - TYPE 1
SE- 8" IE 18.86
W- 8" IE 18.71
NE- 8" IE 18.76
SW- 8" IE 18.86
RIM EL 21.85
CB44 - TYPE 1 (EXIST)
SW- 8" IE 18.80
NE- 8" IE 18.82
SE- 4" IE 19.63
RIM EL 21.80
CB43 - TYPE 1 (EXIST)
NW- 6" IE 21.04
RIM EL 22.69
CB41 - TYPE 1 (EXIST)
NW- 8" 20.97
SE- 6" IE 20.97
RIM EL 22.68 - ADJUST RIM TO 22.38
CB40 - TYPE 1 (EXIST)
NE- IE 20.47
S- IE 20.47
W- IE 20.47
RIM EL 22.68
CB38 - TYPE 1 (EXIST)
N- IE 20.47
E- IE 20.47
RIM EL 22.68
CB37 - TYPE 1a DESIGN D* (EXIST)
N IE 19.74
SW IE 18.76
NE IE 18.76
SDMH 54"
SW IE 20.37
RIM EL 21.84
CLEANOUT
250 LF 4" PERF PVC @ 0.25%
PLAN, D-20893
PER DEMOLITION
WITH CONCRETE
AND PLUGGED
PROPERTY LINE
PIPE REMOVED TO
REFERENCE DRAWINGS
D-20897
D-20896
D-20894
D-20892
D-20891
STRUCTURAL PLAN
FOUNDATION PLAN
GRADING AND FENCING PLAN
TEMPORARY EROSION/SEDIMENT CONTROL PLAN
SITE PLAN
STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481
SHEET 2, DETAIL 4
STRIP @ 0.25%. SEE
IN CENTER OF PLANTER
4" PERF PVC UNDERDRAIN
DETAIL 4
SEE SHEET 2,
STRIP @ 0.25%.
IN PLANTER
UNDERDRAIN
4" PERF PVC
* SEE DETAIL 2 ON SHEET 2
E- 21.09
RIM EL 22.58
CB36 - TYPE 1 (EXIST)
E- 20.79
W- 20.79
RIM EL 22.58
CB35 - TYPE 1 (EXIST)
E- IE 21.51
RIM EL 22.58
CB34 - TYPE 1 (EXIST)
E- IE 21.21
W- IE 21.21
RIM EL 22.58
CB33 - TYPE 1 (EXIST)
SW- IE 20.53
SE- IE 20.48
RIM EL 22.88
CB32 - TYPE 1a DESIGN D* (EXIST)
NW- 12" IE 20.12
S- 12" EXISTING PIPE ELEVATION
RIM EL 3" BELOW SURROUNDING GRADE
CB29 - TYPE 1a DESIGN D* (EXIST)
SW- 8" IE 19.37
E- 12" IE 19.42
NE- 8" IE 19.82
RIM EL 21.07
CB26 - TYPE 1 (EXIST)
SE- 8" IE 20.35
NE- 8" IE 20.25
NW- 12" IE 20.15
RIM 21.90
CB25 - TYPE 1 (EXIST)
SE- 12" IE 20.03
SW- 8" IE 20.06
RIM EL 21.83
CB24 - TYPE 1 (EXIST)
SW- IE 20.95
E- IE 21.69
NW- IE 20.89
RIM EL 22.79
CB21 - TYPE 1a DESIGN D* (EXIST)
N- 12" IE 20.34
S- 12"IE 20.34
RIM EL 22.68
CB19 - TYPE 1a DESIGN D* (EXIST)
SE- 8" IE 20.79
NW- 8" IE 20.74
RIM EL 22.09
CB17 - TYPE 1A DESIGN D* (EXIST)
SW- 6" IE 20.00
NE- 8" IE 20.55
SE- 8" IE 20.55
RIM EL 21.80
CB15 - TYPE 1a DESIGN D* (EXIST)
FOR INTERIM
TO REMAIN
BUILDING
EXISTING
FOR INTERIM
TO REMAIN
BUILDING
EXISTING
WAS REMOVED
WHERE VALVE
INSTALL PIPE
(REF ONLY)
SERVICE TRANSFORMER
RELOCATED STATIONPVC @ 0.25%56 LF 4" PERF@ 0.5%
8" PVC
29 LF
193 LF 4" PERF PVC @ 0.25%ACCESS ROAD EASEMENTWALL ESMT
RETAINING
4'-0"
WALL EASEMENT
4'-0" RETAINING
50'-0"@ 0.5%
169 LF 15" SD
IE 18.59 SE 8" PVC
IE 18.69 SW 15" CPEP
RIM 22.00
CB W/SOLID LID
1
SITE
SHUFFLETON SUBSTATION
PLAN
DRAINAGE
D-20895
01 OF 02
SHU
1"=20'-0"
141005363
#8407260401
MAIN EASEMENT
15'-0" FIRE
#8407260401
MAIN EASMENT
15'-0" FIRE
#20010629002927
UTILITY EASMENT
GRANTEE PURPOSE
EASEMENT FOR
5'-0" EXCLUSIVE
CITY OF RENTON R-417008
Know what'sbelow.
before you dig.Call
RTED-404170EXISTING GRATE INLET w/OIL STOP VALVE
G
W
SS
E
FO
T
SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:5/28/20216:44:40 AMD-20895_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS
WATER LINE (REF ONLY)
GAS LINE (REF ONLY)
SANITARY SEWER (REF ONLY)
POWER LINE (REF ONLY)
FIBER OPTIC LINE (REF ONLY)
TELEPHONE LINE (REF ONLY)
MANHOLE (REF ONLY)
SANITARY SEWER
c:\pwworking\projectwise\jinels\dms14623\D-20895_01.dgn INTERNAL USE
DEVELOPMENT ENGINEERING
jchavez 07/26/2021
1
2 OF 2
SITE
D-20895
SHU
NONE
141005363
SHUFFLETON SUBSTATION
DRAINAGE DETAILS
22"x 26"
6"MIN
1'-6"(MIN)TYPICAL CATCH BASIN, TYPE 1
DETAIL 1
1
DETAIL 2
1
THIS DRAWING SUPERSEDES D-5424_02
STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481MIN1'-6"TYPICAL CATCH BASIN, TYPE 1a, DESIGN D
DETAIL 4
1
IRON FRAME AND GRATE
THE REVERSIBLE CAST
ALL RISERS SHALL ACCEPT
(WA STATE STD PLAN B-2a)
FDRY NO. 5435 OR EQUAL)
FRAME & GRATE (OLYMPIC
REVERSIBLE CAST IRON
COURSE
4" YARD
TOP COURSE
3" YARD OR
TOP OF 9"
BASE COURSE
INLET PIPE
OUTLET PIPE
STD. PLAN B-1a)
1a,DESIGN D (WA STATE
CATCH BASIN, TYPE
PLAN B-5.20-00)
(WA STATE STANDARD
CATCH BASIN, TYPE 1
2'-0"
TAPER
(TYP)
2'-0"
6" MIN
(TYP)
TAPER
6"MINPERFORATED DRAIN
TYPICAL
APPROVED EQUAL)
PIPE (HANCOR HIGH-Q OR
HIGH DENSITY POLYETHYLENE
SMOOTH INTERIOR WALL,
PERFORATED CORRUGATED,
CAST FRAME INTO ADJUSTMENT SECTION
OLYMPIC FDRY NO. SM 60 D/T OR EQUAL.
GRATE (WA STATE STD PLAN B-30.50-03)
(WA STATE STD PLAN B-30.10-03) &
REVERSIBLE CAST IRON FRAME
9" BASE COURSE
INLET PIPE
OUTLET PIPE
NOTE:
FINISH GRADE
FOR DRAINS
WASHED AGGREGATE VARIES12" AMENDED SOIL
MIN TRENCH WIDTH
6"O.D.6"6"PIPE ZONEO.D.6"DETAIL 3
1
(WSDOT STANDARD PLAN B-55.20-02)
FOR GRAVEL BACKFILL FOR PIPE ZONE BEDDING.
1. SEE WSDOT STANDARD SPECIFICATIONS SECTION 9-03.12(3)
NOTES:
FOUNDATION LEVEL
(SEE NOTE 1)
PIPE ZONE BEDDING
GRAVEL BACKFILL FOR
HDPE/PVC PIPE
TYPICAL PIPE BEDDING
(TYP)
6" MIN
(TYP)
EXISTING SUBGRADE
CITY OF RENTON R-417009
Know what'sbelow.
before you dig.Call
RTED-404170SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:4/15/20211:11:36 PMD-20895_02.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS
c:\pwworking\projectwise\jinels\dms14623\D-20895_02.dgn INTERNAL USE
FF18.00FF8.00FF8.00FF13.00FF19.00FF18.00FF8.00FF8.00FF9.00FF9.00
FF8.00FF26.50FF26.50FF26.00FF23.50FF29.00FF26.50FF26.00FF26.00FF9.00FF9.00FF8.00 FF8.00FF8.00CL
CL
CL
CL
CL CLCLCL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL CLCL
CLCLCLCLCL
CLCL
CL
D
FF9.00FF9.00FF10.00FF9.75FF9.75FF10.00FF9.00FF9.00
FF8.00FF7.00FF30' N4D-10163
SHU
D-15815
STANDPOTENTIAL XFMRPLAN
FOUNDATION
SHUFFLETON SUBSTATION
01 OF 01
1"-15'-0"FDN8.00FF8.00FF22.00FF18.00FF2.00'2.00'2.00'2.00'D-15815
1.00'
D-15815
D-15813
D-15813
F F2.00'FF2.00'115KV BUS SUPPORTPCB
SINGLE PEDESTAL
SINGLE PEDESTAL
SINGLE PEDESTALSTANDPOTENTIAL XFMRCONTROL HOUSE
SINGLE PEDESTAL
SINGLE PEDESTAL
SINGLE PEDESTAL
SINGLE PEDESTAL
115KV SWITCH STAND
SINGLE PEDESTAL
SINGLE PEDESTAL
115KV SWITCH STAND
115KV BUS SUPPORT
PCB
115KV SWITCH STAND
115KV SWITCH STAND
DEAD END STRUCTURE
115KV BUS SUPPORT 4.75FF9.00
FF
5.00F FPCBBUS SUPPORT115KVBUS SUPPORT115KVPEDESTALSINGLEFOUNDATION SCHEDULE
LINE DWG NO.DESCRIPTION COMMENTS
NO.
REQD.
1
2
3
4
5
6
7
8
9
10
11
D-5531
D-2699
8
20
D-2186 24
D-5530 3
D-2618 6
D-5093 1
115KV SWITCH STAND FOUNDATION
CONTROL HOUSE FOUNDATION
GENERATING PLANT
FOR
CONTROL BUILDING
(TYPICAL)
ANCHOR BOLTS
D-5724
D-10106 5
D-5724 8
ANCHOR BOLT CLUSTER (8 BOLTS)
115KV DE STRUCTURE
D-2591 9
D-12002 1 1999 CONSTR
D-2186 D-2186
D-2618
D-2618
D-2618 D-2699D-2699D-2699D-2699D-10106 D-10106
D-2186 D-2186
D-5531 D-5531 D-5531
D-2186 D-2186
D-2699D-2699D-2699D-2699D-2699D-2186D-2186 D-2186
D-10106 D-10106 D-2699D-2699D-2699D-2186 D-2186 D-2186D-2699D-2618
D-2618
D-2618
D-5530 D-5530 D-5530
D-2186 D-2186 D-2186D-2186D-2186
D-5531 D-5531
D-2186
D-2699
D-2699D-2699D-2186D-2699D-2699D-2591
D-2591
D-2591
D-2186D-2186D-2186
D-5531 D-5531 D-5531
D-2186 D-2186
D-2591
D-2591
D-2591
D-2591
D-2591D-2699D-2699D-10106D-5093
D-2591
(SEE NOTE 5)
OVEREXCATION
D-12002
NOTE 6
SEE
F FFF3.00'D-15813
2.00'FF11.00'FF
2.00'FFFF12.00'12.00'2.00'F F2.00'FFD-15815
2.00'FF
D-15813
NOTES
FEET DEEP IN CONCRETE.
SHUFFLETON SCRAP YARD. EMBED BOLLARDS A MINIMUM OF THREE (3)
BOLLARDS SHALL BE REINFORCED CONCRETE OR GALVANIZED STEEL FROM
REQUIREMENTS.
SEE SITE WORK SPECIFICATIONS FOR MATERIALS AND COMPACTION
OVEREXCAVATE 2' BEYOND AND BELOW THE DEAD END FOUNDATIONS, D-5531.
STANDARD SPEC 1150.3620, MATERIAL ID #1190300.
ƒ" DIA CONCRETE EXPANSION ANCHORS SHALL BE PER PSE
FOR UNDERGROUND CONDUIT RUNS, SEE CONDUIT AND CABLE PLAN.
ENDS OF ALL CONDUITS SHALL EXTEND 2'-0" PAST FOUNDATION EDGE.
EXCEPT AS NOTED.
TOP OF ALL NEW FOUNDATIONS SHALL BE AT ELEVATION 20.08,
DATUM AND LOCATIONS OF BASE LINES.
SEE GRADING AND FENCING PLAN, D-5423, FOR VERTICAL
8.
7.
6.
5.
4.
3.
2.
1.
12
13
D-15813
D-15815
4
4
4'-0" X 4'-0" X 1'-6"
SECURITY CAMERA POLE FOUNDATION
2'-0" X 2'-0" X 1'-6"
SECURITY ACCESS POST FOUNDATION
4
SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:5/28/202110:16:42 AMD-10163_01.dgnUSER: jinelsAND ACCESS POSTS
INSTALL SECURITY CAMERAS
4
4
445°FFSECURITY CAMERA
POST FOUNDATION
45°FFSECURITY CAMERA POST FOUNDATIONSECURITY ACCESSPOST FOUNDATIONFOUNDATION
ACCESS POST
SECURITY
45°FF
FOUNDATION
CAMERA POST
SECURITY
STR
WOOD DE
FOUNDATION
ACCESS POST
SECURITY
CL
SECURITY ACCESS
POST FOUNDATION
4
5
°FFSECURITY CAMERA
POST FOUNDATION
4
4
CL
CL
CL
CL
CL
CLCLCLGRAPHIC SCALE
(IN FEET)
015 15 30 60
8.50F F 9.00F F 9.00F F 8.50F F 17.50F F 17.50F F 8.50F F 9.00F F 17.50F F 17.50F F 12.00F F 5.50F F17.50F F 17.50F F 8.50F F 9.00F F 17.50F F 17.50F F 17.50F FF6.59 FF
19.14FFH G F C B A
STR
WOOD DE
NORTH-SOUTH BASELINEN 43°47'07" EE
REFERENCE DRAWINGS
D-5426
D-5423
STRUCTURAL PLAN
GRADING AND FENCING PLAN
5000# TENSION PER CONDUCTOR
35' D.E. STRUCTURE FOUNDATION
FOR BUS SUPPORTS TO 12' HIGH
115KV BUS SUPPORT FOUNDATION
7'-0" x 13'-6"
SF6 PCB FOUNDATION
4'-0" x 4'-0" X 1'-6"
SINGLE PEDESTAL FOUNDATION
5'-0" x 5'-0" X 1'-0"
SINGLE PEDESTAL FOUNDATION
MITSUBISHI (GAS) 7'-0" x 13'-6" X 1'-3"
115KV POWER CIRCUIT BREAKER FOUNDATION
10'-0" x 8'-0" W/2" CONDUITS
GENSET FOUNDATION
141005580
c:\pwworking\projectwise\jinels\dms14623\D-10163_01.dgn INTERNAL USE
0
SHUFFLETON SUBSTATION
PLAN
STRUCTURAL
D-20897
01 OF 01
SHU
STR1"=15'-0"
141005580
LINE DESCRIPTION COMMENTS
1
2
3
4
5
6
7
8
13
14
15
16
STRUCTURE SCHEDULE
HEIGHT
9
10
11
12
QTYDWG NO
FACE A
D-15812
FACE A
D-15812
FACE A
D-15814
FACE A
D-15812
FACE A
D-15812
FACE A
D-15814
FACE A
D-15814
HOUSE
CONTROL
NOTESD-5090
D-5090
D-5090
SCALE:FILE NO:
SHEET:
REV NODRAWING NO
2345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE
SUBSTATION
ENGINEERING
DEPARTMENT
CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CADD
APPROVED
WO NUMBER:5/21/202111:25:18 AMD-20897_01.dgnUSER: jinelsINSTALL SECURITY CAMERAS AND ACCESS POSTS
D-2198 22 9'-6
D-3034 1 17'-0
D-3034 1 9'-6
D-3052 8 9'-6
D-3151 3 16'-0
D-3414 1 17'-0
D-5090
D-5093
6 8'-0
1
D-5537 3 16'-0
D-5724
D-5725
D-6732
D-6753
3
3
35'-0
35'-0
13 16'-0
3 16'-0
D-15812 4
D-15814 4
15'-0
4'-0
8'-0" PHASE SPACING 16"-0" MAXIMUM HEIGHT
115KV BUS SUPPORT
HEIGHTS 14'-6" TO 19'-0"
115KV BUS PEDESTAL
HEIGHTS 14'-6" TO 19'-0"
115KV BUS PEDESTAL
HEIGHTS 8'-0" TO 14'-0"
115KV BUS PEDESTAL
9'-0 PHASE SPACING WITH GROUNDING BLADE
115KV 16FT SWITCH STAND
9'-0" PHASE SPACING 16'-0" MAXIMUM HEIGHT
115KV BUS SUPPORT
TRENCH ELECTRIC TYPE TEV 115
115KV CAPACITOR VOLTAGE XFRM STAND
SUBSTATION CONTROL HOUSE
W/GROUNDING BLADE & POT XFRM MTG
115KV 16FT SWITCH STAND 9'-0" PHASE SPACING
115KV DE STRUCTURE
HEIGHTS 12'-6" TO 16'-0"
115KV SWITCH STAND 9'-0" PHASE SPACING
14'-0" HT & 9'-0" PHASE SPACING
115KV SWITCH STAND W/GROUND BLADE MID 9997554
HEIGHT 15'-0"
SECURITY CAMERA POLE MID 9998433
MID 9998429HEIGHT 4'-0"
SECURITY ACCESS POST
0
0
0
GRAPHIC SCALE
(IN FEET)
015 15 30 60
DURING '93 CONSTRUCTION.
SEE DRAWING D-5537 FOR PT MOUNTING BRACKETS ADDED
REQUIREMENT.)
STRUCTURAL. (SEE STRUCTURE SCHEDULE FOR GROUT
PER PSE STANDARD SPEC 8350.0100, GROUT, INSTALLATION,
UNLESS NOTED OTHERWISE, STRUCTURES SHALL BE GROUTED
REFERENCE ONLY. SEE FOUNDATION PLAN.
FOUNDATIONS ARE SHOWN WITH DASHED LINES FOR
LEVELING BUS.
CONCRETE AS POSSIBLE WHEN SETTING STRUCTURES AND
ANCHOR BOLT LEVELING NUTS SHALL BE SET AS CLOSE TO
AND BE INSTALLED PER THE "TURN OF THE NUT" METHOD.
WASHER INSTALLED UNDER EACH NUT,
STRUCTURES USING F3125 BOLTS SHALL HAVE A HARDENED
ERECTION INFORMATION.
REFER TO STRUCTURE DRAWING FOR ASSEMBLY AND
ALL STRUCTURES ARE IDENTIFIED BY DRAWING NUMBER.
7.
6.
5.
4.
3.
2.
1.D-2198D-2198D-2198D-2198N0
D-3052
D-3052
D-3052
D-6732
D-2198D-2198D-2198D-2198D-2198D-2198D-3052
D-3052
D-3052
D-6732
D-3034
115KV BUS PEDESTAL
D-2198D-2198D-2198PT STANDSD-5090
D-5090
D-5090
D-6732 D-6732 D-6732 D-6732 D-3151 D-3151 D-3151
SEE NOTE 7
D-6753 (D-5537)
SEE NOTE 7
D-6753 (D-5537)
D-6753
D-6732 D-6732 D-6732
D-5537 D-5537 D-5537D-6732
D-3414
D-6732 D-6732 D-6732
D-2198D-2198D-2198D-2198D-2198D-2198D-2198D-2198D-2198D-3052
D-3052
D-3034
0
FACE A
D-15814
SECURITY ACCESS POST0
SECURITY CAMERA POLE
D-5724 D-5724 D-5724 D-5725 D-5725 D-5725
C B A
D
STR
WOOD DE
STR
WOOD DE
H G F E
REFERENCE DRAWINGS
D-10163 FOUNDATION PLAN
DEAD END STRUCTURE - ERECTION DIAGRAM 3 BEAMS
4 COLUMNS
TYPE 8-0
TYPE 9-6
TYPE 9-6
TYPE 16-0
TYPE 17-0
TYPE 17-0
3 BEAMS
4 COLUMNS
115KV BUS SUPPORTS
115KV SWITCH
STANDS
115KV PCBs
(REF ONLY)
SUPPORTS
END STR
35' DEAD
115KV SWITCH
115KV BUS SUPPORTS
STANDS PT STANDS115KV SWITCH STANDS
115KV BUS PEDESTALS
115KV BUS PEDESTALS
115KV BUS PEDESTALS
SECURITY CAMERA POST
& BUS SUPPORTS
SECURITY CAMERA POSTSECURITY ACCESS POST
CAMERA POST
SECURITY
ACCESS POSTSECURITYSECURITY ACCESS POST
THIS DRAWING SUPERSEDES D-5426_01
c:\pwworking\projectwise\jinels\dms14623\D-20897_01.dgn INTERNAL USE