HomeMy WebLinkAbout21_Talbot Civil Site Set 032919GENERAL 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
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
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
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
D-19989
D-19988
D-19986
D-19985
D-19984
D-19983
D-19982
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
19980 A
NONE
CLR TALBOT HILL SUBSTATION
SITE PLAN AND GENERAL NOTES
1 1
ORIGINAL ISSUE: PERMIT SUBMITTAL
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
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12345678
A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
$FILE$$DATE$$USER$$$DGN$$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-
DIRT ROAD
4060FEET201001" = 20'Know what'sbelow.before you dig.CallR
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
D-19989
D-19988
D-19986
D-19985
D-19984
D-19982
D-19980
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 PLAN
SITE PLAN AND GENERAL NOTES
19983 A
NONE
CLR TALBOT HILL SUBSTATION
CONTROL NOTES AND DETAILS
TEMPORARY EROSION/SEDIMENT
1 1
ORIGINAL ISSUE: PERMIT SUBMITTAL
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
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A
B
C
D
E
A
B
C
D
E
CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
$FILE$$DATE$$USER$$$DGN$$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-
4060FEET201001" = 20'Know what'sbelow.before you dig.CallR
4060FEET201001" = 20'Know what'sbelow.before you dig.CallR
TENSION WIRE 45STATION
SIDE5 "1214 "12
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,
GATE AND FENCE NOTES
CONCRETE FOOTING SCHEDULE4"7'-0"1'-0"FROM OUTSIDE FENCE.
IT CANNOT BE LIFTED OFF
SECURE TO ARM SO THAT
BARBED WIRE ATTACHED.
FROM OUTSIDE FENCE.
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
SEE NOTES 9 AND 10.
LINE/CORNER POST
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
3'-8" MIN 18" MINPEDESTRIAN GATE POST
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
FOR GALVANIZING PURPOSES
TYP AT ALL WELDED JOINTS
VENT HOLE (SEE NOTE 15)
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)
VEHICLE GATE POST
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
SECT 02831
D-13038
CHAIN LINK FENCING & GATES, CIVIL SPECIFICATIONS
ENTRANCE/ROW GATE SINGLE AND DOUBLE STANDARD DETAIL
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
>>
(TYP)
GATE STOP
5"4'-6"5"GATE
STOP>
>
GATE
LATCH
>GATE
STOP
4'-8"
(TYP)
SEE NOTE 8
GATE POST
PEDESTRIAN
3" MAX
SEE NOTE 3
SEE SCHEDULE (TYP)
SLOPE AWAY FROM POST,
CONCRETE FOOTING
PEDESTRIAN GATE POST1'-0"8'-0"2'-2"GRADE
AND FINISH STATION
BOTTOM OF GATE
2" CLR BETWEEN
3
-
1
-
FOR PEDESTRIAN GATES)
(TYP 2 PLACES PER POST
PEDESTRIAN GATE HINGE
PEDESTRIAN GATE ELEVATION
-
6
NTS
GATE KEEPER DETAIL
TYPICAL CHAIN LINK FENCE SECTION
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
FIELD LOCATE - 2 PLACES
, SEE NOTE 16VEHICLE GATES
TO BE INSTALLED ON ALL
SEE NOTE 11
AS SHOWN
BRACING
W/DIAGONAL
GATE FRAME
OF FENCE FABRIC AND TOP OF ROCK
THAT NO GAP EXISTS BETWEEN BOTTOM
PLACE YARD COURSE SURFACING SO
1
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 AND PEDESTRIAN GATE FRAMES SHALL BE 1.5-INCH STANDARD
WEIGHT 5.79 LB/LF) OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES.
LINE POSTS WITHOUT SLATS SHALL BE 2.5-INCH STANDARD (2.875-INCH O.D.,
WEIGHT 9.11 LB/LF) OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES.
LINE POSTS WITH SLATS SHALL BE 3.5-INCH STANDARD (4.0-INCH O.D.,
WEIGHT 9.11 LB/FT) OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES.
PEDESTRIAN GATE POST SHALL BE 3.5-INCH STANDARD (4.0-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.),
FENCE FABRIC WITH SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A
2" MESH SIZE.
FENCE FABRIC WITHOUT SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A
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).
DWG NO:SHT NO:TITLE:
REFERENCE DRAWINGS
D-19989
D-19988
D-19985
D-19984
D-19983
D-19982
D-19980
1
1
1
1
1
1
1
VERTICAL BUS STRUCTURE
FOUNDATION PLAN
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
FABRIC:
NON-CONDUCTIVE
SURFACE COATING:
FINISH:
WELDS:
MATERIAL:
SPECIFICATIONS:
ANC 1.0-1.75 BY AMCO OR EQUAL. SEE NOTE ABOVE.
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)
SEE GENERAL NOTES:
ATTATCHMENT TO METAL PIPE POSTS.
MANUFACTURERS DIRECTIONS FOR
FABRIC INSTALLATION TO BE PER
BE ANC 1.0-1.75 BY AMICO OR EQUAL.
IF NON-CONDUCTIVE THEN FABRIC TO
SEE NOTES 5 AND 6.
FENCE FABRIC
19986 A
NONE
CLR TALBOT HILL SUBSTATION
SECTIONS AND DETAILS
CHAIN LINK FENCING
1 1
ORIGINAL ISSUE: PERMIT SUBMITTAL
TAL
SITESCALE:FILE NO:
SHEET:
REV NODRAWING NO
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CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
$FILE$$DATE$$USER$$$DGN$$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-
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
18'-1"18'-1"
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.
15" LG / 12" EMBED
4-3/4"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
18'-1"18'-1"
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"D-19989
D-19986
D-19985
D-19984
D-19983
D-19982
D-19980
1
1
1
1
1
1
1
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
SITE PLAN AND GENERAL NOTES
(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-2 STRUCTURES
SEE D-19989
CL MK-1 STRUCTURES
19988 A
NONE
CLR TALBOT HILL SUBSTATION
FOUNDATION PLAN
1 1
ORIGINAL ISSUE: 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
$FILE$$DATE$$USER$$$DGN$$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:111024153
WO NUMBER:111024154
OF
D-
Know what'sbelow.before you dig.CallR