HomeMy WebLinkAboutTalbot_Hill_Civil_-IFC 4-21-20 - Sealed.pdfGENERAL NOTES
PSE ENGINEERING CONTACTS
CODY SPENCE 425-466-8946
ELECTRICAL
PERMITTING
355 110TH AVE NE, BELLEVUE WA. 98004
PHONENAMEGROUP
MANAGEMENT
PROJECT
MANAGEMENT
CONSTRUCTION
CIVIL
EMAIL
CONTROLS
christopher.russell@pse.com
cody.spence@pse.com
SITE
N.T.S.405
167
RENTON
SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.4
1SE
S
116TH AVESES RD NOSNEBBENSONRD SP UGETDRSURVEY NOTES (CONTINUED)
YUNG FU 425-922-1742 yung.fu@pse.com
N
AREA PLAN
SURVEY NOTES
GRAPHIC SCALE
1" = 200'
0200 200 400 800
1.
2.BASIS OF BEARING
WASHINGTON COORODINATE SYSTEM, NORTH ZONE, NAD83 (NSRS 2011).
3.VERTICAL DATUM
SOFTWARE VERSION 6.0.1.
NOTE: NGVD 29 = NAVD 88 MINUS 3.5'. SOURCE - CORPSCON FOR WINDOWS CONVERSION
NAVD 88
SITE BENCHMARKS4.
6.PROPERTY LINES
7.MONUMENT VISITAION
8.ENCUMBRANCES
9.UNDERGROUND UTILITIES
10.CONTOUR INTERVAL
1 FOOT
11.SUBSURFACE CONDITIONS
SUBSURFACE CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY.
PURPOSES ONLY. PROPERTY CORNERS WERE NOT STAKED IN CONJUNCTION WITH THIS SURVEY.
AVAILABLE PUBLIC RECORDS TOGETHER WITH LOCAL MONUMENT TIES AND ARE SHOWN FOR GRAPHIC
THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN HEREON ARE BASED UPON READILY
DECEMBER, 2008 UNLESS OTHERWISE INDICATED.
ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED DURING
THE UTILITIES ARE SHOWN AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.
EITHER IN SERVICE OR ABANDONED OR THAT THE UNDERGROUND UTILITIES ARE SHOWN IN THEIR EXACT LOCATION.
NO GUARANTEE IS MADE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
PRIVATE UTLITIY LOCATE SERVICE TOGETHER WITH AVAILABLE UTILITY AS-BUILT AND REFERENCE DRAWINGS.
UNDERGROUND UTILITIES SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS PLACED ON THE GROUND BY A
12.1-800-424-5555
STATION, 87' S88°E FROM A CATCH BASIN AND 39' N77°E FROM A CATCH BASIN. ELEV = 438.63 FEET.
DEA CONTROL POINT NO. 3008, A MAG NAIL AND "DEA CONTROL" WASHER IN THE TALBOT
INTO THE SUBSTATION, 75' S36°W FROM POWER POLE 317326/166450. ELEV = 436.88 FEET.
DEA CONTROL POINT NO. 3006, A •" REBAR WITH "DEA CONTROL" CAP AT THE TURN
CHRIS RUSSELL
ALISON KLIMA 206-914-8621 alison.klima@pse.com
425-766-3529
LEGAL DESCRIPTION
PARCEL #202305-9003:
PARCEL #202305-9066:
POR WITHIN PSP&L CO 200 FT SHUFFLETON R/W SUBJ TO ESMTS TCO 17-802
SW‚ OF NE‚ LESS PORLY BET PSP&L CO 50 FT ESMT & BPA 200 FT ESMT LESS FOR
TO ESMTS - TCO 17-741
OF SLY LN OF BONNEILLE TRANS LN ESMT R/W & ELY OF C OF S PIPE LN R/W SUBJ
POR OF SE‚ OF NE‚ LY WLY OF C OF S PIPE LN R/W ALSO POR SD SUBD LY NLY
AND ENCUMBRANCES OF RECORD. NO FURTHER SEARCH INTO THE RECORD WAS REQUESTED OR PERFORMED.
CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE DATED 2008 USED FOR LAND DESCRIPTION
425-456-2556
DWG NO:SHT NO:TITLE:
DRAWING LIST:
SITE DATA:
LOCATION: 2400 S PUGET DRIVE, RENTON WA 98055
Know what'sbelow.
before you dig.Call
R
KELLY PURNELL kelly.purnell@pse.com425-462-3488
BRAD STRAUCH bradley.strauch@pse.com
230KV CLR STATION
SUBSTATION
TALBOT HILL
S. PUGET SOUND DR.
BEACON
WAY S.
SWITCHYARD
230KV
SWITCHYARD
115KV
& ROADWAY
CLR STATION
SURVEY REFERENCE
PUGET SOUND ENERGY FOR USE IN THIS WORK
OF A PUGET SOUND ENERGY SUBSTATION UPGRADE PROJECT. SURVEY DATA PROVIDED BY
REFERENCED SURVEY WAS PERFORMED IN AUGUST AND SEPTEMBER, 2014 AND OCTOBER, 2015 IN SUPPORT
SDS
HSL
HSL
HSL
19980 2
NONE
CLR TALBOT HILL SUBSTATION
SITE PLAN AND GENERAL NOTES
1 2
PERMIT SUBMITTAL
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
12345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
C:\Users\bmohideen\Desktop\Talbot Hill MU for Basheer\D-19980_01.dgn04/21/2020 02:24 PM$USER$$$DGN$$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-04 03 20
04 03 20
04 03 20
04 03 20
D-19989
D-19988
D-19986
D-19985
D-19984
D-19983
D-19982
D-19980
1
1
1
1
1
1
1
2
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
2
2
SEE DRAWING D-19980 SHT 2 FOR ADDITIONAL CITY OF RENTON STANDARD PLAN NOTES.
RESUBMIT INFORMATION OR PLANS FOR REVIEW AND APPROVAL AND APPLY FOR A NEW PERMIT.
PERMIT AND/OR ORDER WORK STOPPED ON THE PROJECT. THEY MAY REQUIRE THE APPLICANT TO
THE CONDITIONS OF THE PERMIT OR APPROVED PLANS, THE CITY/COUNTY MAY REVOKE THE ORIGINAL
DATA USED TO OBTAIN THE PERMIT OR DETERMINE THAT THE APPLICANT IS NOT COMPLYING WITH
SHOULD THE CITY/COUNTY BECOME AWARE OF CONDITIONS THAT INVALIDATE THE ORIGINAL DESIGN
ENTERING ONTO PRIVATE PROPERTY.
CREDENTIALS AND MAKE A REASONABLE EFFORT TO CONTACT THE PROPERTY OWNER BEFORE
TO ENFORCE THESE REGULATIONS. THE CITY/COUNTY REPRESENTATIVE SHALL PRESENT PROPER
THE CITY/COUNTY IS AUTHORIZED TO MAKE INSPECTIONS AND TAKE SUCH ACTIONS AS REQUIRED
LOCAL RULES, REQUIREMENTS, LAWS, ORDINANCES, AND REGULATIONS.
ACCEPT SOLE RESPONSIBILITY AND LIABILITY FOR COMPLIANCE WITH ALL STATE, FEDERAL, AND
ORDINANCES, REGULATIONS, OR REQUIREMENTS, OR STATE OR FEDERAL LAWS. CONTRACTOR WILL
THAT THE PROPOSED WORK COMPLIES WITH THE REQUIREMENTS OF OR IS ALLOWED BY OTHER
ISSUANCE OF A SITE DEVELOPMENT PERMIT BY THE CITY/COUNTY DOES NOT IMPLY OR SIGNIFY
DESCRIPTIONS AS NOTED ON THESE PLANS.
OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG
THE CONTRACTOR SHALL NOTIFY THE APPLICANT'S ENGINEER IN THE EVENT OR DISCOVERY
C. PROVIDE PROOF OF LIABILITY INSURANCE IN AN AMOUNT REQUIRED BY THE CITY/COUNTY.
COMPLETION OF THE WORK.
B. SUBMIT A FINANCIAL GUARANTEE TO THE CITY/COUNTY TO ASSURE SATISFACTORY
A. OBTAIN A GENERAL PERMIT FROM THE CITY/COUNTY.
BEFORE WORKING IN THE CITY/COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL:
IS IN PROGRESS.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
DEVELOPMENT ENGINEERING SECTION PRIOR TO ANY IMPLEMENTATION IN THE FIELD.
ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY/COUNTY
SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION.
BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR
THE APPLICANT AND MUST BE IN ACCORDANCE WITH THE STANDARDS OF THE CITY/COUNTY.
COORDINATE CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES TO
ROAD STANDARDS UNLESS OTHERWISE NOTED.
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE CITY/COUNTY PUBLIC
OF THE LATEST STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS
VERTICAL BUS STRUCTURE
FOUNDATION PLAN
CHAIN LINK FENCING SECTION AND DETAILS
ACCESS ROAD PLAN, PROFILES AND SECTIONS
GRADING AND FENCING PLAN, SECTIONS AND DETAILS
TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS
TEMPORARY EROSION/SEDIMENT CONTROL PLAN
CITY OF RENTON STANDARD PLAN NOTESTED-40-4117R-411701 C20000430DIRT ROAD
4/21/20
DWG NO:SHT NO:TITLE:
DRAWING LIST:
Know what'sbelow.
before you dig.Call
R
BSM
HSL
HSL
HSL
04 03 20
04 03 20
04 03 20
04 03 20
SURFACE WATER STANDARD PLAN NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
18.
19.
20.
21.
17.
22.
D-19989
D-19988
D-19986
D-19985
D-19984
D-19983
D-19982
D-19980
1
1
1
1
1
1
1
1
VERTICAL BUS STRUCTURE
FOUNDATION PLAN
CHAIN LINK FENCING SECTION AND DETAILS
ACCESS ROAD PLAN, PROFILES AND SECTIONS
GRADING AND FENCING PLAN, SECTIONS AND DETAILS
TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS
TEMPORARY EROSION/SEDIMENT CONTROL PLAN
SITE PLAN AND GENERAL NOTES
CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE
ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL
OCTOBER 1ST.
MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE
DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND
BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL
PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC
AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE
PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN
BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL
ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE
ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE
TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM.
AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR
ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.
DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS
MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND
ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.,
ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL
ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
OR STORMWATER FACILITIES.
APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS,
PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT
THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT
UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON
THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC
CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS
WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR
ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE
OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.
WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND,
DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE.
RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH
MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD
STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED.
PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN
THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE
PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-
STORMWATER GENERAL PERMIT.
REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION
THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS
CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE
19980 0
NONE
CLR TALBOT HILL SUBSTATION
STANDARD PLAN NOTES
CITY OF RENTON
2 2
PERMIT SUBMITTAL
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
12345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
C:\Users\bmohideen\Desktop\Talbot Hill MU for Basheer\D-19980_02.dgn04/21/2020 02:28 PM$USER$$$DGN$$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-
BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781.
PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE
1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G.,
OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER
COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT
HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT.
CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE
MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.
CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS.
TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL
PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET
REGULATIONS (RMC 4-3-050).
PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION
CONTROL SHALL APPLY.
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC
AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC,
DURING CONSTRUCTION.
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED
ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY
STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00.
FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER
THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.
ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04. 3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN
AND/ OR PAVEMENT.
CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS
ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE
PRIOR TO CONSTRUCTION.
ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY
227. 00.
"STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN
THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED
FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS.
FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
4 - 8 INCH ROCK / 40 - 70% PASSING;
THE FOLLOWING SPECIFICATIONS:
ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET
BOTTOM OF THE DITCH.
ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE
BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
DISPLAY THE CITY LOGO.
THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT
ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO
ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE.
RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE:
ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10,
STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE.
BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20.
AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR
THE CITY.
ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY
CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE
OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY
NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN
ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL
BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE
TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS.
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES
INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE
CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO
THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE
A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE
ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO
APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS,
ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE
MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND
ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN
THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE
·
·
·
·
·
·TED-40-4117C20000430R-411702
4/21/20
NORTH-SOUTH BASELINE
WEST-EAST BASELINE 425430435426427428429431432433434436437440
439
441
442
4
3
5
435 440440 4454 45450
450
436 4364 37 437438438439439441441442442443443443443444444 444444446446
447447
448 448449
449
440
445
4414 4 2443444
440445
436436437437438438439441
442
443
444
446
ERER8' CLFW/BWWPROPERTY LINE
PROPERTY LINEDIRT ROAD20230590662023059066PRIVATE ACCESS ROADPROPERTY LINE40 60 FEET20100
1" = 20'
1"= 20'-0"
CLR TALBOT HILL SUBSTATION
CONTROL PLAN
TEMPORARY EROSION/SEDIMENT
1 1
PERMIT SUBMITTAL
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
12345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
R:\PROJECTS\150680\DD\DWG\05 PHYS\TALBOT CIVIL SITE SHTS\DGN - CONVERTED\D-19982_01.DWG12/16/19SSANDERSModel CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-
-1.00%
290
291
291
HSL
HSL
SDS
HSL
04 03 20
04 03 20
04 03 20
04 03 20443444440438439441442442442442
440
441
442
443
444
440438439
441441442
442443443444444
445
445
450
443
443
443
443
444
444
446
446447
447
448
448
449
440
439
441
2TED-40-4117C20000430R-411703
Know what'sbelow.
before you dig.Call
R
19982 2
RECOMMENDED CONSTRUCTION SEQUENCE
1.PRE-CONSTRUCTION MEETING.
2.POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE
NUMBER OF CESCL.
3.FLAG OR FENCE CLEARING LIMITS.
4.INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
6.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE
DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
7.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF
RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.
8.RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES
OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE
EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE
CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS.
9.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS
DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
10.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
11.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30
DAYS.
12.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE.
CONCRETE HANDLING
1.CONCRETE TRUCK CHUTES, PUMPS, AND INTERNALS SHALL BE WASHED OUT
ONLY INTO AN ECO-PAN.
2.UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE
RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING.
3.HAND TOOLS INCLUDING, BUT NOT LIMITED TO, SCREEDS, SHOVELS, RAKES,
FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO AN ECO-PAN.
4.CONTAINED CONCRETE SHALL BE DISPOSED OF IN A MANNER THAT DOES
NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS, OR
THE CONDITIONS OF THE NPDES PERMIT IF APPLICABLE.
5.CONTAINERS SHALL BE CHECKED FOR HOLES IN THE LINER DAILY DURING
CONCRETE POURS AND REPAIRED THE SAME DAY.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
GRADING SLOPE ARROW
PROPERTY LINE
EXISTING FENCE
SUBSTATION PAD
LEGEND
290
BASELINE
EXISTING BRUSH VEGETATION
EXISTING OVERHEAD POWER
NEW FENCE PROPERTY LINEEXISTING
FENCE
EXISTING SUBSTATION
PROPERTY LINE
SEDIMENT
FENCE
EXIST. DITCH
CENTERLINE
DRAINAGE
DITCH
EXISTING
FENCE
DRAINAGE
DITCH
PRIVATE ACCESS ROADEXIST. DITCH
CENTERLINE PROPERTY LINEPROPERTY LINE
PRIVATE ACCESS ROADPROPERTY LINEPROPERTY LINE
PRIVATE ACCESS ROADREFERENCE DRAWINGS
SHT NO: SHT NO:TITLE:
D-19980 1 SITE PLAN AND GENERAL NOTES
D-19983 1 TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS
D-19984 1 GRADING AND FENCING PLAN, SECTIONS AND DETAILS
D-19985 1 ACCESS ROAD PLAN, PROFILES AND SECTIONS
D-19986 1 CHAIN LINK FENCING SECTION AND DETAILS
D-19988 1 FOUNDATION PLAN
D-19989 1 VERTICAL BUS STRUCTURE
D-19980 2 CITY OF RENTON STANDARD PLAN NOTES 4/21/20
6' MAX.
EQUIVALENT TO ATTACH FABRIC TO POSTS.
AT POSTS. USE STAPLES, WIRE RINGS, OR
JOINTS IN FILTER FABRIC SHALL BE SPLICED
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED.
FILTER
FABRIC
MIN. 4"x4" TRENCH
BACKFILL TRENCH
WITH NATIVE SOIL OR
2"x4" WOOD POSTS. STEEL FENCE
POSTS, REBAR, OR EQUIVALENT
POST SPACING MAY BE
INCREASED TO 8' IF WIRE
BACKING IS USED
NOTE: FILTER FABRIC FENCES
SHALL BE INSTALLED ALONG
CONTOUR WHENEVER POSSIBLE
CONVEYED TO A SEDIMENT TRAP OR POND.
AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO
THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT.
REPLACED.
1. THE GEOTEXTILE USED MUST MEET THE STANDARDS LISTED BELOW.
A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS
MUST BE AVAILABLE ON SITE.
AOS (ASTM D-4751)
WATER PERMITTIVITY (ASTM D-4491)
GRAB TENSILE STRENGTH (ASTM D-4632)
GRAB TENSILE ELONGATION (ASTM D-4632)
ULTRAVIOLET RESISTANCE (ASTM D-4355)
STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE.
WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC
IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1V.
=
=
=
=
=
30-100 SIEVE SIZE (0.60-0.15 mm) FOR SLIT FILM
50-100 SIEVE SIZE (0.30-0.15 mm) FOR OTHER FABRICS
0.02 SEC MIN.
180 LBS MIN. FOR EXTRA STRENGTH FABRIC
100 LBS MIN. FOR STANDARD STRENGTH FABRIC
30% MAX.
70% MIN.
2.
3.
-1
ƒ"-1.5" WASHED GRAVEL 2'MIN2"x2" BY 14 GA WIRE OR
1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY
2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND
3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING
4. SEDIMENT MUST BE REMOVED WHEN IT IS 6" HIGH.
5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO THE ULTRAVIOLET BREAKDOWN, IT SHALL BE 12"MINDETAIL
1
SILT FENCE DESIGN AND INSTALLATION SPECIFICATIONS
AND MAINTENANCE STANDARDS
2
2
2
DESIGN AND INSTALLATION SPECIFICATIONS
MAINTENANCE STANDARDS
Know what'sbelow.
before you dig.Call
R
DWG NO:SHT NO:TITLE:
REFERENCE DRAWINGS
19983 2
NONE
CLR TALBOT HILL SUBSTATION
CONTROL NOTES AND DETAILS
TEMPORARY EROSION/SEDIMENT
1 1
PERMIT SUBMITTAL
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
12345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
C:\Users\bmohideen\Desktop\Talbot Hill MU for Basheer\D-19983-01.dgn04/21/2020 03:07 PM$USER$$$DGN$$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-SDS
HSL
HSL
HSL
2
1
1
1
1
1
1
2
1
D-19989
D-19988
D-19986
D-19985
D-19984
D-19982
D-19980
D-19980
04 03 20
04 03 20
04 03 20
04 03 20
VERTICAL BUS STRUCTURE
FOUNDATION PLAN
CHAIN LINK FENCING SECTION AND DETAILS
ACCESS ROAD PLAN, PROFILES AND SECTIONS
GRADING AND FENCING PLAN, SECTIONS AND DETAILS
TEMPORARY EROSION/SEDIMENT CONTROL PLAN
CITY OF RENTON STANDARD PLAN NOTES
SITE PLAN AND GENERAL NOTESTED-40-4117C20000430R-411704
4/21/20
443444NORTH-SOUTH BASELINE
WEST-EAST BASELINE 425430435426427428429431432433434436437440
439
441
442
440
441442443444444
4
4
5
445443
4434
4
4
4444
4
6 447440
445
441442443444
440445
436436437437438438439441
442
443
444
446
ERER8' CLFW/BWWPROPERTY LINEFD 6" CONC MON WITH 1/4"BRASS PIN, 1.0' DOWN, 4"X4"CONC. WITNESS POST 2'NORTHWESTERLYDIRT ROAD20230590662023059066PRIVATE ACCESS ROADPROPERTY LINE-1.00%
PAD CORNER
FG 444.70
E 1304839.94
N 173685.31
PAD CORNER
FG 442.80
E 1304842.68
N 173495.33
END OF ALIGNMENT
FG 443.75
E 1304926.30
N 173591.54
FENCE CORNER
FG 444.65
E 1304915.00
N 173681.39
FENCE CORNER
FG 444.65
E 1304845.01
N 173680.38
FENCE CORNER
FG 442.85
E 1304917.60
N 173501.41
FENCE CORNER
FG 443.52
E 1304916.63
N 173568.40
PAD CORNER
FG 444.70
E 1304924.93
N 173686.53
FENCE CORNER
FG 443.98
E 1304915.97
N 173614.40
CULVERT INLET
FG 441.0
E 1305058.03
N 173343.63
-1.00%
FENCE POST
FG 443.75
E 1304893.30
N 173591.07
FENCE POST
FG 443.75
E 1304846.31
N 173590.39
PAD CORNER
FG 442.80
E 1304927.67
N 173496.55
1"= 20'-0"
CLR TALBOT HILL SUBSTATION
SECTIONS & DETAILS
GRADING AND FENCING PLAN
1 1
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
12345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)
SUBSTATION
ENGINEERING
DEPARTMENT
R:\PROJECTS\150680\DD\DWG\05 PHYS\TALBOT CIVIL SITE SHTS\DGN - CONVERTED\D-19984_01-2010.DWG12/16/19SSANDERSModel CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-
REFERENCE DRAWINGS
SHT NO: SHT NO:TITLE:
D-19980 1 SITE PLAN AND GENERAL NOTES
D-19982 1 TEMPORARY EROSION/SEDIMENT CONTROL PLAN
D-19983 1 TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS
D-19985 1 ACCESS ROAD PLAN, PROFILES AND SECTIONS
D-19986 1 CHAIN LINK FENCING SECTION AND DETAILS
D-19988 1 FOUNDATION PLAN
D-19989 1 VERTICAL BUS STRUCTURE
PERMIT SUBMITTAL
-1.00%
290
291
291
HSL
HSL
SDS
HSL
04 03 20
04 03 20
04 03 20
04 03 20
430
440
450
430
440
450
0+00 1+00 1+35
430
440
450
430
440
450
0+00 0+40
430
440
450
430
440
450
0+00 1+00 2+00 2+40GRADE BREAK STA = 0+20.76ELEV = 442.58GRADE BREAK STA = 2+33.87ELEV = 437.36440438439441442442442442
440
441
442
443
444
445
443
443444446447448
440
439
441
CULVERT OUTFALL
EG 438.00
E 1304971.88
N 173350.69
YARD SECTION (TYP.)
SECTION A-A SECTION C-CSECTION B-B
FENCE CORNER
FG 442.85
E 1304847.60
N 173500.40
D-19980 22 CITY OF RENTON STANDARD PLAN NOTESTED-40-4117C20000430R-41170585.00'10.00'70.00'5.00'190.00'
180.00'
67.00'70.00'16.00'23.00'23.00'
NON-CONDUCTIVE FENCE PANELS,
SEE D-19986 SHT. 1.
TRAPEZOIDAL
RIP RAP
SPLASH PAD
40 60 FEET20100
1" = 20'
Know what'sbelow.
before you dig.Call
R
19984 2
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
GRADING SLOPE ARROW
PROPERTY LINE
EXISTING FENCE
SUBSTATION PAD
LEGEND
290
BASELINE
EXISTING BRUSH VEGETATION
EXISTING OVERHEAD POWER
NEW FENCEPROPERTY LINEGRADE BREAK STA = 0+21.66ELEV = 442.23GRADE BREAK STA = 1+11.80ELEV = 443.00CLR STATION PAD
TOP OF PROPOSED
EXISTING GRADE
GRAVEL ROAD
TOP OF PROPOSED
EXISTING GRADE
0.00%0.00%
1
2
1
2
1
3
5'10'
SUBSTATION FENCE
-1.00%
-1.00%
EXISTING GRADE
CLR STATION PAD
TOP OF PROPOSED
1
2
1
2DRAINAGE SWALE
5'
5'
SUBSTATION FENCE
9" BASE COURSE PER PSE SPECS. 1275.1310
4" YARD COURSE PER PSE SPECS. 1275.1330
4"9" (MIN.)UNDISTURBED NATIVE SOILPROPERTY LINEEXISTING
FENCE
EXISTING SUBSTATION
DRAINAGE
DITCH16.00'NON-CONDUCTIVE FENCE PANELS,
SEE D-19986 SHT. 1.
EXISTING
FENCE PRIVATE ACCESS ROADEXIST. DITCH
CENTERLINE
DRAINAGE SWALE
ARMORED WITH
CLASS A RIP RAP.
N.T.S.
SCALE:1"=20' (1"=5 VERTICAL)SCALE:1"=20' (1"=5 VERTICAL)SCALE:1"=20' (1"=5 VERTICAL)
4/21/20
4+940+001+002+003+00
4+00PC 0+02.95PC 1+76.80
PC 2+92.05PT 0+45.71PT 2+47.60PT 3+71.870+501+502+50
3+504+504434440+000+454354344364374
3
5
435
440 44544 5450
450
436 4364 3 7437438438439441442442443443443443444444 444444446446
447447
448 448449
449
4
4
5
4454
4
3
4434
4
4
4444
4
6 447440
445
44144 2443444
440445
436436437437438438439441
442
443
444
446 WPROPERTY LINE
DIRT ROAD20230590662023059066PRIVATE ACCESS ROADPROPERTY LINE12" C900 PVC PIPE
IE OUT = 438.5
12" C900 PVC PIPE
WITH DEBRIS BARRIER
IE IN = 439.5
40 60 FEET20100
1" = 20'
1"= 20'-0"
CLR TALBOT HILL SUBSTATION
PLAN & PROFILE
ACCESS ROAD
1 1
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
12345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
R:\PROJECTS\150680\DD\DWG\05 PHYS\TALBOT CIVIL SITE SHTS\DGN - CONVERTED\D-19985_01.DWG12/16/19SSANDERSModel CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-
435
440
450
435
440
450
0+000+501+001+502+002+503+003+504+004+504+943.27%
-1.58%
1.50%
0.54%GRADE BREAK STA = 0+00.00ELEV = 441.52GRADE BREAK STA = 0+15.00ELEV = 442.01GRADE BREAK STA = 1+00.00ELEV = 443.29GRADE BREAK STA = 4+15.00ELEV = 445.00GRADE BREAK STA = 4+94.00ELEV = 443.75GRAVEL ROAD
TOP OF PROPOSED
EXISTING GRADE
ELEV = 442.91STA = 0+75.007.5' LEFT
EXISTING GROUND
7.5' LEFT
EXISTING GROUND
7.5' RIGHT
EXISTING GROUND
7.5' RIGHT
EXISTING GROUND
AT CENTERLINE
STA = 0+16.89
ELEV = 439.18
STA = 2+44.60
ELEV = 438.96
AT CENTERLINE
DETAIL - ROAD SECTION
N.T.S.
9" BASE COURSE PER PSE SPECS. 1275.1310
3" TOP COURSE PER PSE SPECS. 1275.1320
3"9" (MIN.)US 200 WOVEN GEOTEXTILE
FABRIC BY US FABRICS OR EQUAL
NATIVE COMPACTED SUBGRADE
PERMIT SUBMITTAL
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
GRADING SLOPE ARROW
PROPERTY LINE
EXISTING FENCE
SUBSTATION PAD
LEGEND
-1.00%
290
291
291
BASELINE
EXISTING BRUSH VEGETATION
EXISTING OVERHEAD POWER
NEW FENCE
HSL
HSL
SDS
HSL
04 03 20
04 03 20
04 03 20
04 03 20443444442442442
CENTER OF RADIUS
E 1305068.51
N 173559.78
PC
FG 441.65
E 1305003.66
N 173334.18
CENTER OF RADIUS
E 1305053.62
N 173332.20
CENTER OF RADIUS
E 1305093.32
N 173492.22
@ 3.5% SLOPE
PVC CULVERT PIPE
85 LF 12" C900
IE OUT = 438.0
12" C900 PVC PIPE
IE IN = 441.0
WITH DEBRIS BARRIER
12" C900 PVC PIPE
440438439
441441442
442443443444444
445
445
450
443
443
443
443
444
444
446
446447
447
448
448
449
CENTER OF RADIUS
E 1305065.49
N 173364.15
@ 1.8% SLOPE
PVC CULVERT PIPE
55 LF 12" C900
CULVERT OUTFALL
EG 438.71
E 1305162.70
N 173532.05
CULVERT INLET
EG 440.56
E 1305117.95
N 173500.08
REFERENCE DRAWINGS
SHT NO: SHT NO:TITLE:
D-19980 1 SITE PLAN AND GENERAL NOTES
D-19982 1 TEMPORARY EROSION/SEDIMENT CONTROL PLAN
D-19983 1 TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS
D-19984 1 GRADING AND FENCING PLAN, SECTIONS AND DETAILS
D-19986 1 CHAIN LINK FENCING SECTION AND DETAILS
D-19988 1 FOUNDATION PLAN
D-19989 1 VERTICAL BUS STRUCTURE
ACCESS ROAD ALIGNMENT STA 0+00 TO 3+44
SCALE:1"=20' (1"=5 VERTICAL)
2D-199802 CITY OF RENTON STANDARD PLAN NOTES
R-411706TED-40-4117C20000430Know what'sbelow.
before you dig.Call
R
19985
ALIGNMENT CURVE TABLE
CURVE #
C1
C2
C3
RADIUS
50.00
50.00
75.00
LENGTH
42.76
70.80
79.82
CHORD DIRECTION
N26° 46' 22.87"E
N10° 42' 25.10"E
N60° 20' 47.08"W 15'R25'R25'
R25'R25'2
290
PROPERTY LINEPROPERTY LINE
FENCE
SEDIMENT
PRIVATE ACCESS ROAD(LOCATION PER DRAWING)
DRAINAGE DITCH ROAD SECTION
SEE DETAIL FOR
(LOCATION PER DRAWING)
DRAINAGE DITCH
3:1 SLOPE
3:1 SLOPE1' MIN.3:1 SLOPE
4/21/20
STATION
SIDE
VIEW-A
SEE
VIEW-A
FOOTING DIAMETER
CORNER/LINE POST
CORNER/LINE POST W/SLATS
COURSE (REF)
TOP OF BASE
GRADE
STATION
FINISHED
SEE SCHEDULE (TYP.)
SLOPE TOP TO DRAIN AWAY FROM POST,
CORNER/LINE POST CONCRETE FOOTING,
GRADE (REF)
STATION
FINISHED
SEE NOTE 12
RAIL BRACE,
AND 6
SEE NOTES 5
FENCE FABRIC
GATE AND FENCE NOTES
CONCRETE FOOTING SCHEDULE8'-0"3'-8" MIN 18" MIN
12" MIN3'-6" MIN
4'-0" MIN 24" MIN
3'-8" MIN 18" MIN
POSTS SHALL BE 10-FT
MAX. SPACING BETWEEN
(SEE NOTE 13)
FOOTING DEPTH
(TYP)
SEE NOTE 7
GATE POST
VEHICLE
BRACING
HORIZONTAL RAIL
VERTICAL AND
3" MAX
SEE NOTE 3
FOR FINISH.
(TYP) SEE NOTE 4
3 PLACES EACH HINGE
TAC WELD GATE HINGES
FOR FINISH.
(TYP) SEE NOTE 4
3 PLACES EACH HINGE
TAC WELD GATE HINGES
NOTE: CONCRETE FOOTING F'c = 2,500 PSI.
VEHICLE GATE POST W/SLATS
SEE SCHEDULE (TYP)
AWAY FROM POST,
SLOPE TOP TO DRAIN
CONCRETE FOOTING,
VEHICLE GATE POST
LOCK HANGS DOWN)
PRODUCTS (NOTE THAT
INTERNATIONAL SECURITY
GATE LATCH PL 152 BY
HEAVY DUTY INDUSTRIAL
INSTALL BEFORE ASPHALT IS PLACED.
ELEVATION. FOR PAVED DRIVEWAYS,
SHALL BE AT FINISHED GRADE
10" SONO TUBE. TOP OF CONCRETE
SET IN CONCRETE FORMED WITH
LONG STEEL PIPE TO BOTTOM AND
TYPE MALLEABLE IRON. WELD 12"
CENTER GATE STOP, MUSHROOM
GENERAL NOTES:
1275.1130 CONCRETE, STRUCTURAL
8350.2200 CONCRETE INSTALLATION
1025.8340 STEEL, STRUCTURAL
BE IN ACCORDANCE WITH THE FOLLOWING
PSE STANDARDS
THE WORK SHOWN ON THIS DRAWING SHALL
LOCKED POSITION OR LIFTED POSITION.
WHICH WILL HOLD IT IN EITHER THE
GRADE AND SHALL BE FITTED WITH STOPS
HANDLE SHALL BE 1'-6" TO 2'-0" ABOVE
CENTER LOCKING BAR. (LOCKED POSITION)
SURFACE COATING:
FINISH:
WELDS:
MATERIAL:
SPECIFICATIONS:
VEHICLE GATE POST
FOLLOWED BY A FINAL ZINC RICH PRIMER COATING.
WIRE BRUSHED AND A HOT ZINC STICK COATING APPLIED
(LATEST). ALL UNGALVANIZED WELDS SHALL BE CLEANED,
HOT DIP" GALVANIZED PER ASTM A123 AND ASTM A53
GRIND SMOOTH ALL BURRS AND SHARP EDGES
PER AWS D-1.1 (LATEST)
STEEL STRUCTURAL TUBING, ASTM A501, Fy 36 ksi (LATEST)
STRUCTURAL STEEL, ASTM A36 (LATEST)
AISC (LATEST)
HINGE ADAPTER) OR EQUAL.
(MALLEABLE IRON BUTT HINGE,
BY HOOVER FENCE CO.
HEAVY DUTY GATE HINGE
HINGE ADAPTER) OR EQUAL.
(MALLEABLE IRON BUTT HINGE,
BY HOOVER FENCE CO.
HEAVY DUTY GATE HINGE
REFERENCE DRAWINGS & SPECIFICATIONS
NTS
GATE STOP DETAIL
NTS
HINGE DETAIL
PEDESTRIAN GATE
NTS
HINGE DETAIL
VEHICLE GATE
NTS
GATE LATCH DETAIL
FOR VEHICLE GATES)
(TYP 3 PLACES PER POST
VEHICLE GATE HINGE
-
5
2
-
1
-
2
-
3
-
4
-
VEHICLE GATE ELEVATION
GATE>
(TO HOLD GATE OPEN)
POST CAP
10"DIA2'-0"18"MINGATE KEEPER
DUCK BILL
(TYP)
GATE STOP
8'-0"3'-10"2'-2"5"1'-0"STOP
GATE
STOP>
GATE>
LATCH
HEIGHT
DETERMINE
FIELD
SCH 80 PIPE
POST 2"(2…" OD)
FINISH GRADE
3" MAX, SEE NOTE 3
5"GRADE
AND FINISH STATION
BOTTOM OF GATE
2" CLR BETWEEN
NTS
VEHICLE GATE DETAIL
-
5
-
1
-
4
-
6
NTS
GATE KEEPER DETAIL
TYPICAL CHAIN LINK FENCE SECTION
OF FENCE FABRIC AND TOP OF ROCK
THAT NO GAP EXISTS BETWEEN BOTTOM
PLACE YARD COURSE SURFACING SO
NTS
7
-
LOCKING PLATE
CENTER PIN 1.5"2"
6"
2"1.5"1"3"PL 1/8x3x5
BR 1/8x2x6
1/8
1/8
-
7
FRAME IN 4 SPOTS.
AND TACK WELD TO GATE
THE CLOSED POSITION. BOLT
BAR WHEN THE GATE IS IN
LIFTING THE CENTER LOCKING
SEE DETAIL 7. PREVENTS
CENTER PIN LOCKING PLATE,
PER DETAIL 6, THIS SHEET.
ALL VEHICLE GATES SHALL RECEIVE A GATE KEEPER AS SHOWN ON FENCE PLAN,
RAIL AS CLOSE TO THE WELD AS POSSIBLE.
ALL PIPE JOINTS SHALL HAVE A 1/2" VENT HOLE AT BOTTOM AND TOP OF
OF THE SECURED AREA.
TO PREVENT REMOVAL OF NUTS. NUTS SHALL BE LOCATED ON THE INSIDE
BOLTS HOLDING LATCHES AND OTHER LOCKING HARDWARE SHALL BE PEENED
FOOTING DEPTH IS MEASURED FROM TOP OF BASE COURSE.
(1.66-INCH O.D., WEIGHT 2.27 LB/LF) OR LARGER STEEL PIPE.
FENCE MIDDLE AND TOP RAIL AND BRACES SHALL BE 1.25-INCH STANDARD
(1.90-INCH O.D., WEIGHT 2.72 LB/LF) OR LARGER STEEL PIPE.
VEHICLE GATE FRAMES SHALL BE 1.5-INCH STANDARD
WEIGHT 5.79 LB/LF) OR LARGER STEEL PIPE.
LINE POSTS SHALL BE 2.5-INCH STANDARD (2.875-INCH O.D.,
WEIGHT 18.97 LB/LF OR LARGER, STEEL PIPE FOR ALL 7-FT HIGH GATES.
VEHICLE GATE POST SHALL BE 6-INCH STANDARD (6.625-INCH O.D.),
MAXIMUM UTLIzING ANC STEEL CLAMPS AS DIRECTED BY MANUFACTURER.
NON-CONDUCTIVE FENCE TO BE 8'-0" HIGH STEEL POSTS @ 10'-0" ON CENTER
FENCE FABRIC TO BE ANC 1.0-1.75 NON-CONDUCTIVE FENCE PANEL BY AMICO OR EQUAL.
COATED TO REPAIR GALVANIZING.
ANY FIELD WELDING SHALL BE WIRE BRUSHED CLEAN AND HOT ZINC STICK
GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING.
GATE POSTS WITH A MAXIMUM 3" GAP BETWEEN POST AND GATE FRAME.
GATES SHALL BE FABRICATED TO MATCH THE ACTUAL DISTANCE BETWEEN
GATE NON-CORNER POSTS ARE TO HAVE 180° HINGES (180° ADAPTER REQUIRED).
GATE CORNER POSTS ARE TO HAVE 90° HINGES (NO 180° ADAPTER REQUIRED).
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
FIELD LOCATE - 2 PLACES
, SEE NOTE 14VEHICLE GATES
TO BE INSTALLED ON ALL
FOR GALVANIZING PURPOSES
TYP AT ALL WELDED JOINTS
VENT HOLE (SEE NOTE 13)
SEE NOTE 8.
LINE/CORNER POST
STD. PIPECAP (TYP.)
SEE NOTE 9
AS SHOWN
BRACING
W/DIAGONAL
GATE FRAME
D-13038 ENTRANCE/ROW GATE SINGLE AND DOUBLE STANDARD DETAIL
SEE SCHEDULE (TYP)
SLOPE AWAY FROM POST,
CONCRETE FOOTING
FENCE POST
(MAX.)(MAX.)
TYPICAL FENCE ELEVATION
SDS
HSL
HSL
HSL 11 26 19
11 26 19
11 26 19
11 26 19 19986 1
NONE
CLR TALBOT HILL SUBSTATION
SECTIONS AND DETAILS
CHAIN LINK FENCING
1 1
PERMIT SUBMITTAL
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
12345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
C:\Users\bmohideen\Desktop\Talbot Hill MU for Basheer\D-19986-01.dgn04/21/2020 03:13 PM$USER$$$DGN$$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-C20000430TED-40-4117R-411707
4/21/20
FOUNDATION NOTES
NFOUNDATION PLAN38'-0"57'-0"
28'-6"28'-6"19'-0"19'-0"57'-0"
28'-6"28'-6"
NORTH-SOUTH BASELINEEAST-WEST BASELINECLFOUNDATION
CL
1'-6"2'-0" MINSTRUCTURAL FILL
CLEAN COMPACTED
NATIVE SOIL
UNDISTURBED 3"CLR TYP1
1
1
1
CLFOUNDATION
ELEV 445.00
TOP OF CONC
LCCLR LCCLR
A
-
-
SECTION A
A
-
GRAPHIC SCALE
1" = 10'
010 10 20 4026'-0"14'-6"37'-0"
SCALE: NONE
FOUNDATIONS
VARIES
GRADE
FINISHED
REACTOR ANCHOR PLAN
DETAIL 2
LC
LC
110" B.C.
110" B.C.
17" LG / 12" EMBED
8-3/4"Ø F1554GR ANCHOR
CLRLC
CLRLC
DETAIL 260° (TYP.)
TOC ELEV = 445.0
12 EACH WAY TOP AND BOTTOM
ASLAN100-G6-100-E6.0 BARS @ 6"6"12"
6"6"
3.
2.
1.
FERRIOUS WIRE TIES ARE NOT TO BE USED.
REINFORCING TO BE GFRP PER AC1 440.1R. BAR TIES TO BE NYLON ZIP TIES,
COMPACT TO 95% DRY DENSITY OR AS DIRECTED.
EXCAVATED SOIL WITH IMPORTED GRAVEL OR CRUSHED ROCK AS DIRECTED BY ENGINEER.
EXCAVATE 24" BELOW BOTTOM OF FOUNDATION ELEVATION TO SUBGRADE. REPLACE
TO PROVIDE AIR CONTENT OF 5% PLUS OR MINUS 1.5% SLUMP 4" PLUS OR MINUS 1".
5• SACKS PER CUBIC YARD OF CONCRETE, MINIMUM AIR ENTRAINING AQMIXTURE
C = 4,000 PSI:1STRUCTURAL CONCRETE, MINIMUM 28-DAY COMPRESSIVE STRENGTH, F
(TYP. 6 PLACES)
ANCHORAGE PLAN
SEE REACTOR
(TYP. 6-PCS)
SCALE: NONE
DWG NO:SHT NO:TITLE:
REFERENCE DRAWINGS
12"SCALE: NONE
(TYP 6-PCS PER REACTOR)6'-0"8"6"4"
4"9"7"17'-0"17'-0"LCCLR LCCLR
8"6"4"
4"9"7"17'-0"17'-0"19'-0"19'-0"38'-0"DETAIL 3
LC
LC
6"6"12"
6"6"
SCALE: NONE12"(TYP 12-PCS)
(TYP)
SEE DETAIL 3
(TYP)
STRAIN BUS
CL VERTICAL 1"FILL WITH SEALER
1"x1/2" SAWCUT JOINT
SCALE: NONE
TYP JOINT DETAIL 5
(TYP)
SEE DETAIL 5
@ 19'-0" CL-CL
SAW CUT JOINT
SEE DETAIL 3 ON SHEET D-19989
17" LG / 12" EMBED
8-3/4"Ø F1554GR ANCHOR
SEE DETAIL 3 ON SHEET D19989
(TYP 12-PCS)
12" EMBED, 5" PROJECTION
(4)-3/4"Ø F1554GR 36 ANCHOR BOLTS
SEE D-19989
CL MK-1 STRUCTURES
SEE D-19989
CL MK-2 STRUCTURES
19988 2
NONE
CLR TALBOT HILL SUBSTATION
FOUNDATION PLAN
1 1
PERMIT SUBMITTAL
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
12345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
C:\Users\bmohideen\Desktop\Talbot Hill MU for Basheer\D-19988_01.dgn04/21/2020 03:15 PM$USER$$$DGN$$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-
18-3"18-3"18-3"18-3"
SDS
HSL
HSL
HSL
2
D-19989
D-19986
D-19985
D-19984
D-19983
D-19982
D-19980
D-19980
1
1
1
1
1
1
2
1
04 03 20
04 03 20
04 03 20
04 03 20
VERTICAL BUS STRUCTURE
CHAIN LINK FENCING SECTION AND DETAILS
ACCESS ROAD PLAN, PROFILES AND SECTIONS
GRADING AND FENCING PLAN, SECTIONS AND DETAILS
TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS
TEMPORARY EROSION/SEDIMENT CONTROL PLAN
CITY OF RENTON STANDARD PLAN NOTES
SITE PLAN AND GENERAL NOTES
2 C20000430TED-40-4117R-411708
4/21/20
NONE
CLR TALBOT HILL SUBSTATION
VERTICAL BUS STRUCTURE
1 1
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
12345678
12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
R:\PROJECTS\150680\DD\DWG\05 PHYS\TALBOT CIVIL SITE SHTS\DGN - CONVERTED\D-19989_01-2010.DWG12/16/19SSANDERSD-19989_01 CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-9"9"45°5""21"2118'-9""211'-21""4
11
2"6""2118'-2 1/2""211'-4"1'-4"2"6"8"8"6"2"
8"
6"2"6"
8"2"BILL OF MATERIAL
TOTAL
WT.
REMARKS
WT.
UNITNO
MARK
REQ'D
DESCRIPTION
11'-6""211'-21"6"10'-11 1/2" "215"12"1"1"PERMIT SUBMITTAL
HSL
HSL
SDS
HSL
04 03 20
04 03 20
04 03 20
04 03 20
WELDED ASSEMBLY MK 1
SCALE: NONE
DETAIL 1
SCALE: NONE
VIEW A-A
SCALE: NONE
DETAIL 2
SCALE: NONE
WELDED ASSEMBLY MK 2
SCALE: NONE
ANCHOR BOLT DETAIL 3
SCALE: NONE
2
2
R-411709TED-40-4117C20000430Know what'sbelow.
before you dig.Call
R
19989
REFERENCE DRAWINGS
SHT NO: SHT NO:TITLE:
D-19980 1 SITE PLAN AND GENERAL NOTES
D-19982 1 TEMPORARY EROSION/SEDIMENT CONTROL PLAN
D-19983 1 TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS
D-19984 1 GRADING AND FENCING PLAN, SECTIONS AND DETAILS
D-19985 1 ACCESS ROAD PLAN, PROFILES AND SECTIONS
D-19986 1 CHAIN LINK FENCING SECTION AND DETAILS
D-19988 1 FOUNDATION PLAN
(2) PL 1/2"x9"x 0'-9" (1) PL 1/2"x2"x 0'-4" (2) PL 1/2"x4 1/4"x 0'-5"
(1) HSS 8x8x1/4"x 18'-2 1/2" (1) PL 1/2"x5"x 0'-9" (1) PL 1"x16"x 1'-4"
TYP
ON 5" B.C. TOP ONLY
1/2"x9"x 0'-9"
TOP AND BOTTOM
WIND SPEED 100 mph: 58 psf ON FLAT SURFACE
EQUIPMENT: 230kV, 900 BIL INSULATOR, 371#,
SEISMIC: HORIZONTAL ACCELERATION 0.94 G
5" BC & 2000AAC (COWSLIP)-
26 psf ON ROUND SURFACE
DEFLECTION CRITERIA: H/50
4.
3.
2.
DETAIL 2 HSS 8x8x1/4"x18'-2 1/2"BAR 3x3/4"x0'-4"-f
1/8" R (TYP)
STRUCTURE GROUND
SEE DETAIL 1
SECTION
1.
PL 1"x16"x 1'-4"
TYP.
FULL CUT-OUT TO
BASE PL
INSET HSS 1/2" INTO
N.S. & F.S.
SECTION
PL 1/2"x4 1/4"x 0'-5"
PL 1/2"x5"x 0'-9"
MAXIMUM SPAN-22'
PLATES/BARS
8.
7.
SOCIETY.
6.
"VH", UNLESS SIZE IS NOTED.
5.
4.
3.
GALVANIZING.
WELDING OF STEEL SHALL BE IN ACCORDANCE WITH THE
STRUCTURAL WELDING CODE D 1.1 OF THE AMERICAN WELDING
WELDING OF MEMBERS TO OBTAIN A GIVEN LENGTH WILL BE
GALVANIZING IN ACCORDANCE WITH ASTM A-563.
TAPPED HOLES SHALL BE TAPPED OUT OVERSIZED PRIOR TO
STEEL AFTER FABRICATION IS COMPLETE AND BEFORE GALVANIZING.
NOTIFY OWNER'S REPRESENTATIVE FOR SHOP INSPECTION OF
BEEN BENT TO ACCOMMODATE THE GALVANIZING BATH. A VENT
SHIPMENT. IN NO CASE WILL PIECES BE ACCEPTED WHICH HAVE
ASTM DESIG. A-123. ALL PIECES WARPED OR BENT DURING THE
HOT DIP GALVANIZE ALL STRUCTURAL STEEL IN ACCORDANCE WITH
ACCEPTED, ONLY WHEN APPROVED BY PSE.
GALVANIZATION, THEN TAPPED TO CLEAN THREADS AFTER
GALVANIZING PROCESS SHALL BE STRAIGHTENED BEFORE
ALL BURRS SHALL BE REMOVED BEFORE GALVANIZING.
2.
GALVANIZING AND CIRCLED WITH BLACK INDELIBLE INK AFTER
EACH PIECE SHALL BE DIE-STAMPED WITH PUCE MK. BEFORE
ASTM DESIGNATION IN THE FOLLOWING TABLE:
ALL STRUCTURAL STEEL SHALL MEET THE REQUIREMENTS OF THE1.
A-500 GRADE B
A-36
HSS
584.2 1752.6
2944
3091
147
SEE DETAIL
ESTIMATED WEIGHT
TOTAL EST. WEIGHT
PLUS 5.0% FOR GALV.
6 1 WELDED ASSY.
DETAIL 2 HSS 8x8x1/4"x10'-11 1/2"SEE DETAIL 1
"41
"163
"16
3
"163
"163
"163
(2) PL 1/2"x9"x 0'-9" (1) PL 1/2"x2"x 0'-4" (2) PL 1/2"x4 1/4"x 0'-5"
(1) HSS 8x8x1/4"x 10'-11 1/2" (1) PL 1/2"x5"x 0'-9" (1) PL 1"x16"x 1'-4"
397.0 1191.0SEE DETAIL62WELDED ASSY.
(2) HEX NUTS
& WASHERS
3
4"Ø F1554 GR36
ANCHOR BOLT
(336-REQ'D)
MATERIAL AND FABRICATION NOTES
DESIGN NOTES
GRIND BEAD
FLUSH TO SEAT
2
AA
AA
D-19980 2 CITY OF RENTON STANDARD PLAN NOTES
4/21/20