HomeMy WebLinkAboutADM20-0092 Application_ApprovedTEW RC x x
20-0092 xx
July 9, 2020
RADIATOR/EXHAUST/FUEL END
DISCHARGE
BATTERY
B
O
X
POWER CENTER &CONTROLSBOLT ON P
A
NE
L
S
5' VENT
R
A
D
I
U
S
5' VENT RADIUS
5' VENT R
A
D
IU
S
X X X X XXXXXXXXXXXXXX
XXX
XXXXX
XXXX
X XXOVERALL
SITE PLAN
PO BOX 2621, BOISE, ID 83701
530.539.4787
CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 04/24/20 ISSUED FOR CONSTRUCTION JAD
SHEET TITLE:
SHEET NUMBER:
A-1
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
200 FEET NORTH OF ORO QUINCY
HIGHWAY
OROVILLE, CA 95966
GENERATOR INSTALLATION
PROJECT
OLIVE HIGHWAY
10132952
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
09/30/2021
1 05/22/20 ADDED PG&E GROUNDING SPECS JAD
OVERALL SITE PLAN
N
1SCALE: 1" = 40'-0" (11x17)
PROJECT SITE, SEE
SHEET A-2 FOR
ENLARGED SITE PLAN
200 FEET NORTH OF ORO QUINCY HIGHWAY
OROVILLE, CA 95966
TAX ID#: 068-150-051 & 068-150-070
NOTE:
EVERYTHING SHOWN IS EXISTING
UNLESS MARKED PROPOSED
EXISTING CONDITIONS:
THESE DRAWINGS WERE PRODUCED WITH INFORMATION PROVIDED BY THE
CLIENT. LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO
START OF CONSTRUCTION, GEOSTRUCTURAL DOES NOT GUARANTEE THE
ACCURACY OF SAID PROPERTY LINE, EASEMENTS AND SETBACKS.
OVERHEAD CONDUCTORS
DIRT ACCESS DRIVEPROPERTY LINEPROPERTY LINEPARCEL BOUNDARYPARCEL BOUNDARYPROPERT
Y
L
I
N
E
ORO QUINC
Y
H
I
G
H
W
A
Y
TRANSMISSION TOWER
~40'
(PARCEL LINE
TO GENERATOR)
RADIATOR/EXHAUST/FUEL ENDDISCHARGEBATTERY BOXPOWER CENTER &CONTROLSBOLT ON PANELS5' VENT RADIUS5' VENT RADIUS5' VENT RADIUSX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXPOWER ROUTING KEYED NOTES:
EXISTING AT&T METER AND DISCONNECT
INTERCEPT EXISTING CONDUIT AND CONDUCTORS
AND RE-ROUTE THROUGH PROPOSED ATS (~10').
COORDINATE PATH WITH CONSTRUCTION MANAGER
EXISTING AC LOAD CENTER
PROPOSED AT&T UNDERGROUND GENERATOR
CONDUIT ROUTE (~10'). CONTRACTOR TO LOCATE
EXISTING UTILITIES PRIOR TO EXCAVATION. SEE
SHEETS E-1, E-2.
SEE SHEET E-1 FOR SINGLE LINE DIAGRAM.
M/D
INT
AC
CON
NOTE:
EVERYTHING SHOWN IS EXISTING
UNLESS MARKED PROPOSED
ENLARGED
SITE PLAN
PO BOX 2621, BOISE, ID 83701
530.539.4787
CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 04/24/20 ISSUED FOR CONSTRUCTION JAD
SHEET TITLE:
SHEET NUMBER:
A-2
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
200 FEET NORTH OF ORO QUINCY
HIGHWAY
OROVILLE, CA 95966
GENERATOR INSTALLATION
PROJECT
OLIVE HIGHWAY
10132952
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
09/30/2021
1 05/22/20 ADDED PG&E GROUNDING SPECS JAD
1ENLARGED SITE PLAN
N
SCALE: 1/4" = 1'-0" (11x17)
UTILITY NOTE:
THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED
FROM RECORD INFORMATION. THE INFORMATION PROVIDED IS IMPLIED NOT
INTENDED TO BE A COMPLETE INVENTORY OF THE UTILITIES IN THIS AREA. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM
ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES.
EXISTING CONDITIONS:
THESE DRAWINGS WERE PRODUCED WITH INFORMATION PROVIDED BY THE
CLIENT. LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO
START OF CONSTRUCTION, GEOSTRUCTURAL DOES NOT GUARANTEE THE
ACCURACY OF SAID PROPERTY LINE, EASEMENTS AND SETBACKS.
SCOPE OF WORK DETAILS:
GENERAL:
· NEW GENERAC DIESEL GENERATOR PROVIDED BY GENERAL DYNAMICS &
INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-4.0, E-4.1, E-4.2.
· NEW CONCRETE COMPOUND EXPANSION SLAB PROVIDED & INSTALLED BY
GENERAL CONTRACTOR. SEE SHEET S-1.
· NEW GENERAC AUTOMATIC TRANSFER SWITCH PROVIDED BY GENERAL
DYNAMICS & INSTALLED BY CONTRACTOR. SEE SHEETS S-2, E-5.0, E-5.1.
· NEW COMPOUND FENCE EXPANSION PROVIDED & INSTALLED BY GENERAL
CONTRACTOR. SEE SHEET S-3.
· CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
· CONTRACTOR SHALL RESTORE & REPAIR ANY DAMAGED AREAS CAUSED BY
CONSTRUCTION TO ORIGINAL OR BETTER CONDITION.
· INNER AND OUTER TANK TESTING DOCUMENTATION SHALL BE PROVIDED
ONCE TANK IS IN PLACE ON SITE IN ACCORDANCE WITH NFPA 30.
· A CALIBRATION CHART OF PERMANENT AND DURABLE CONSTRUCTION
SHALL BE LOCATED AT THE FILL BOX.
CONDUITS:
· INSTALL PULL STRING IN EACH CONDUIT.
· (1) NEW 2" AND (1) NEW 1" ELECTRICAL CONDUIT WITH CONDUCTORS TO BE
INSTALLED FROM NEW GENERATOR TO NEW ATS. CONDUIT PROVIDED AND
INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-1, E-2.
· (2) NEW 1" ELECTRICAL CONDUITS WITH CONDUCTORS TO BE INSTALLED
FROM NEW GENERATOR TO AC PANEL. CONDUIT PROVIDED & INSTALLED BY
GENERAL CONTRACTOR. SEE SHEETS E-1, E-2.
· (1) NEW 1" ALARM CONDUIT & CABLING PROVIDED & INSTALLED BY GENERAL
CONTRACTOR. SEE SHEETS E-1, E-2.
GROUNDING:
· NEW EXOTHERMIC CONNECTION FROM EXISTING GROUND RING TO NEW
MECHANICAL CONNECTION AT GENERATOR CHASSIS. GENERAL
CONTRACTOR TO VERIFY LOCATION IN FIELD. LOCATE GROUND RODS NO
MORE THAN 8'-0" APART. SEE SHEET E-3.
H-FRAME:
· CONTRACTOR TO PROVIDE NEW H-FRAME FOR ATS INSTALLATION (IF
REQUIRED). MATCH EXISTING H-FRAME MATERIAL FOR CONSTRUCTION OF
NEW H-FRAME. SEE SHEET S-2.
R
PROPOSED 8' TALL CHAIN-LINK
FENCE WITH CHAIN-LINK SECURITY
TOPPER,SEE SHEET S-3.ACCESS CLEARANCE, TYP.36" BREAKERS/ALTERNATOR24" INTAKE/EXHAUSTRBS 3106
BTS
RRH UNITS
PURCELL
SPOOL CAN
H-FRAME
POWER
PLANT
CIENA
NIU BOX
PG&E
EMERGENCY
SHUT-OFF
FIBER
TELCO &
ALARM
CONCRETE TOWER
FOUNDATION, TYP.
PG&E FOUR LEG
TRANSMISSION TOWER
WITH AT&T ANTENNAS
CONCRETE STOOP
GEN PLUG
GENERATOR KEYED NOTES:
PROPOSED AT&T 30KW DIESEL GENERATOR W/ SOUND ATTENUATED
ENCLOSURE, NORMAL/EMERGENCY TANK VENTING AND BASE FUEL
TANK ON A CONCRETE PAD. SEE SHEETS S-1, S-2, E-3.
FUEL FILL SHALL BE PROVIDED WITH SPILL CONTROL, WITH A SOLID
FILL CONNECTION, AND WITH OVERFILL PREVENTION
FUEL TANK NORMAL AND EMERGENCY VENTS SHALL TERMINATE AT
LEAST 12'-0" ABOVE THE ADJACENT GRADE. SEE SHEET S-2.
NFPA 704 PLACARD AND OTHER SIGNAGE. SEE SHEET S-2.
GEN
1
2
3
ATS / EQUIPMENT KEYED NOTES:
-FIRE EXTINGUISHER, (2A-20BC OR APPROVED EQUAL) PER CFC 906.3
-FIRE EXTINGUISHER CABINET (BFC-7009 OR APPROVED EQUAL),
MOUNT TO BUILDING WALL OR H-FRAME PER CFC 906.9
(5'-0" MAX. ABOVE GRADE)
EMERGENCY SHUTOFF SWITCH, MOUNT TO BUILDING WALL OR
H-FRAME PER CFC 906.9 (5'-0" MAX. ABOVE GRADE)
PROPOSED ATS W/ CAMLOCK MOUNTED ON NEW H-FRAME UNISTRUT
RAILS WITH 36" FRONT CLEARANCE. SEE SHEET S-2.
PROPOSED H-FRAME WITH UNISTRUT RAILS, SEE SHEET S-2.
FIRE
OFF
ATS
H-FR
M/DINT
AC
CON
GEN
1
2
3
FIRE
OFF
ATS
3'-5"
3'-0"10'-0"
FOUNDATION
3'-0"17'-0"FOUNDATION3'-0"REMOVE AND REPLACE EXISTING
WOOD PERIMETER FENCE WITH
A PROPOSED 6' TALL CHAIN-LINK
FENCE WITH CHAIN-LINK
SECURITY TOPPER, SEE SHEET
S-3. NEW FENCE POSTS TO BE
ANCHORED TO TOP OF EXISTING
CONCRETE SLAB.
36" WIDE x 4" THICK CONCRETE APRON ON 2" SAND
BASE AROUND PERIMETER OF CHAIN-LINK FENCE AS
SHOWN. PROVIDE TOOLED JOINTS AT 4'-0" O.C. AND AT
INTERFACES BETWEEN EXISTING
CONCRETE/STRUCTURAL ELEMENTS. SLOPE AWAY
FROM COMPOUND 1/4" PER FOOT. SUBGRADE TO BE
CLEARED, GRUBBED, PROOF-ROLLED AND COMPACTED
TO 90% MAXIMUM DENSITY PER D1557.
PROVIDE EXPANSION
JOINT; DO NOT TIE
NEW APRON INTO
EXISTING CONCRETE,
TYP.
3'-0"
3'-0"3'-7"APPROXIMATE LOCATION OF
OVERHEAD CONDUCTORS
APPROXIMATE LOCATION OF
OVERHEAD CONDUCTORS
9'-11"±
H-FR
CONCRETE
EQUIPMENT SLAB
14'-8"
±4'-7"3'-5"
PROVIDE EXPANSION JOINT
BETWEEN PROPOSED AND
EXISTING CONCRETE
CONTRACTOR TO REMOVE ALL SITE
SIGNAGE FROM EXISTING FENCE
AND REINSTALL ON NEW FENCEPROPOSED CONCRETE COMPOUND
EXPANSION. SEE SHEETS S-1 AND S-4.
SET TOP OF CONCRETE ELEVATION
AT SAME ELEVATION AS EXISTING
COMPOUND PAD.
48" CONCRETE APRON
EXTENSION IN FRONT
OF ACCESS GATE AS
SHOWN
PROPOSED 4'-0"± WIDE x 6'
TALL SWING GATE w/ GATE
STOP, SEE SHEET S-3.
PG&E GENERATOR
DOCUMENT BOX
PROPOSED 4'-0"± WIDE x 6'
TALL SWING GATE w/ GATE
STOP, SEE SHEET S-3.
~1'-8"~2'-9"
XX X X XXXX X
X X X
X
X X X X X XXXX
X X X X X
X X X X X X
PO BOX 2621, BOISE, ID 83701
530.539.4787
CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 04/24/20 ISSUED FOR CONSTRUCTION JAD
SHEET TITLE:
SHEET NUMBER:
A-3
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
200 FEET NORTH OF ORO QUINCY
HIGHWAY
OROVILLE, CA 95966
GENERATOR INSTALLATION
PROJECT
OLIVE HIGHWAY
10132952
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
09/30/2021
1 05/22/20 ADDED PG&E GROUNDING SPECS JAD
ELEVATION
VIEWS
1ELEVATION VIEWS NOT TO SCALE
EXISTING ELEVATION VIEW PROPOSED ELEVATION VIEW
PROPOSED AT&T
DIESEL GENERATOR
0'-0"GRADE
TANK VENT
EXHAUST VENT
146'-5"TOP OF SELF-SUPPORT
EXISTING AT&T
EQUIPMENT COMPOUND
0'-0"GRADE
7'-8"TOP OF GENERATOR
12'-0"TOP OF EXHAUST PIPESEXISTING WOOD FENCE
(TO BE REMOVED)
PROPOSED 8' TALL CHAIN-LINK
FENCE WITH CHAIN-LINK
SECURITY TOPPER
PROPOSED 6' TALL CHAIN-LINK
FENCE WITH CHAIN-LINK
SECURITY TOPPER
PG&E FOUR LEG TRANSMISSION
TOWER WITH AT&T ANTENNAS
(ANTENNAS NOT SHOWN)
3G
SEE SITE PLAN1'-0"
BLOCKOUT
2'-7"BLOCKOUT2"TANK EXTENTS PERMANUFACTURER#4 U-BARS
CONDUIT STUB-UP AREA;
CONFIRM LOCATION & SIZE
WITH MANUFACTURER
(8) 58"Ø x 312" EMBED HILTI KWIK BOLT
TZ STAINLESS STEEL EXPANSION
ANCHOR (OR APPROVED EQUAL).
REFERENCE ICC-ES ESR-1917 REPORT.
INSTALLATION TORQUE
= 60 FT-LB
A
SEE SITE PLAN
TANK EXTENTS PER MANUFACTURER
OUTLINE OF GENERATOR
TANK FOOTPRINT
SLAB REINFORCEMENT,
SEE SHEET S-4
434"312"EMBEDMENT334"HOLE DEPTH1116"Ø HOLE (58"Ø BIT)
A
CONCRETE NOTES:
1.PRIOR TO EXCAVATION, CHECK THE AREA FOR UNDERGROUND FACILITIES.
2.ALL CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 19 OF THE IBC & ACI 318, "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE", LATEST EDITION & HAVE THE FOLLOWING PROPERTIES:
A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 2,500 PSI.
B CEMENT SHALL BE "LOW-ALKALI" TYPE IIA (MODERATE SULFATE RESISTANCE, AIR
ENTRAINING) CONFORMING TO ASTM C150.
C MAXIMUM WATER/CEMENT RATIO OF 0.45 AND AIR-ENTRAINED 4% TO 7%.
D CONCRETE PROPORTIONING SHALL BE DESIGNED BY AN APPROVED LABORATORY.
TOLERANCES IN ACCORDANCE WITH ACI 117. COPIES OF CONCRETE MIX SHALL
BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO PLACEMENT.
E ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. USE ONLY
AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. MAXIMUM
AGGREGATE SIZE TO BE 34".
F MAXIMUM SLUMP: REFER TO GEOTECHNICAL REPORT WHEN APPLICABLE.
3.FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347. TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET CLASS-C
REQUIREMENTS. IN NO CASE SHALL FINISHED CONCRETE SURFACES EXCEED THE FOLLOWING VALUES AS MEASURED FROM NEAT
PLAN LINES AND FINISHED GRADES: ± 14" VERTICAL, ± 1" HORIZONTAL.
4.CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 34" U.N.O.
5.CONCRETE FINISHING: CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI. PROVIDE ROUGH FINISH FOR ALL
SURFACES NOT EXPOSED TO VIEW AND SMOOTH FINISH FOR ALL OTHERS, U.N.O.
6.STEEL REINFORCEMENT AND CONCRETE SHOULD BE PLACED IMMEDIATELY UPON COMPLETION OF THE FOUNDATION EXCAVATION.
CONTRACTOR SHALL NOT ALLOW A COLD JOINT TO FORM IN THE CONCRETE. PORTION AT GRADE SHOULD BE FORMED.
TEMPORARY CASING MAY BE REQUIRED TO PREVENT CAVING PRIOR TO CONCRETE PLACEMENT.
REINFORCING STEEL NOTES:
1.ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL/HORIZONTAL BARS SHALL BE GRADE 60; TIES OR STIRRUPS
SHALL BE A MINIMUM OF GRADE 40. ALL REINFORCING STEEL SHALL HAVE 3" (± 38") OF CONCRETE COVER, U.N.O.
2.ALL BAR BENDS, HOOKS, SPLICES AND OTHER REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 315.
3.ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP OF 48 BAR DIAMETERS. LAP SPLICES OF DEFORMED BARS IN TENSION ZONES
SHALL BE CLASS-B SPLICES. WELDING OF BARS IS NOT PERMITTED.
4.AT ALL CORNERS AND WALL INTERSECTIONS, PROVIDE BENT HORIZONTAL BARS TO MATCH THE HORIZONTAL REINFORCING STEEL.
5.PROVIDE VERTICAL DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL REINFORCING BAR SIZE AND
SPACING.
6.ACI-APPROVED PLASTIC-COATED BAR CHAIRS OR PRECAST CONCRETE BLOCKS SHALL BE PROVIDED FOR SUPPORT OF ALL
GRADE-CAST REINFORCING STEEL & SHALL BE SUFFICIENT IN NUMBER TO PREVENT SAGGING. METAL CLIPS OR SUPPORTS SHALL
NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUB-GRADE.
7.DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION PRIOR TO PLACING CONCRETE. IN NO
CASE SHALL DOWELS OR ANCHOR BOLTS BE "STABBED" INTO FRESHLY-POURED CONCRETE.
FOUNDATION NOTES:
1.THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND SHALL CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY
PRIOR TO CONSTRUCTION.
2.THE GEOTECHNICAL ENGINEER (OR INSPECTOR) SHALL INSPECT THE EXCAVATION PRIOR TO THE PLACEMENT OF CONCRETE AND
SHALL PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSES.
3.THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS NECESSARY TO SUPPORT THE EXCAVATION DURING
CONSTRUCTION.
4.REBAR AT BOTTOM OF FOUNDATIONS SHALL BE BONDED TO SITE GROUNDING SYSTEM (WHEN APPLICABLE). SEE ADDITIONAL
DETAILS ON APPROVED A&E CONSTRUCTION DRAWINGS.
5.ALL FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB-GRADE PRIOR TO PLACING
CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE
OVER-EXCAVATED AND REPLACED WITH "LEAN CONCRETE FILL". THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED
TO FOR SPECIFIC RECOMMENDATIONS.
6.STRUCTURAL BACKFILL SHALL BE GRANULAR FREE-DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE
DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF
MAXIMUM DENSITY AS DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND
ADHERED TO FOR SPECIFIC RECOMMENDATIONS.
MECHANICAL ANCHOR NOTES:
1.HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS
INCLUDED IN THE ADHESIVE PACKAGING.
2.CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAL/HORIZONTAL REINFORCING BARS.
3.HOLES MUST BE WIRE BRUSHED AND BLASTED WITH COMPRESSED AIR PRIOR TO INSTALLATION.
TEMPERATURES/METHODS/WORKING TIME/ETC. ARE TO BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
SOIL NOTES:
1.FOUNDATION DESIGN BASED ON THE PRESUMPTIVE MINIMUM SOIL PARAMETERS IN ACCORDANCE WITH THE IBC, CBC AND TIA.
WHEN A SITE SPECIFIC GEOTECHNICAL REPORT IS AVAILABLE, THE CONTRACTOR SHALL ADHERE TO ALL RECOMMENDATIONS
PROVIDED THEREIN.
2.ALL FOUNDATIONS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB-GRADE PRIOR TO PLACING
CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE
OVER-EXCAVATED AND REPLACED WITH STRUCTURAL BACKFILL.
3.STRUCTURAL BACKFILL SHALL BE GRANULAR FREE-DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE
DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF
MAXIMUM DENSITY AS DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND
ADHERED TO FOR SPECIFIC RECOMMENDATIONS.
ANCHOR FRAME
GENERATOR PAD - SECTION A-A
SCALE: 1/2" = 1'-0"
TYPICAL ANCHOR
SCALE: 1/2" = 1'-0"
GENERATOR PAD DETAIL
#4 U-BARS
CONDUIT
STUB-UP AREA
FLEXIBLE STUB CONDUITS.
SEE SHEET E-2.
CONCRETE PAD
134"
CLR.
TYP.
LONGITUDINAL
TRANSVERSENOTE: PER CBC 1705.12.6, PERIODIC SPECIAL
INSPECTION OF ANCHORAGE FOR STANDBY
POWER SYSTEMS IS REQUIRED
STRUCTURAL DESIGN NOTES:
ALL LOADS DERIVED FROM REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, ASCE 7 & ANSI TIA-222.
BUILDING & COMMUNICATION STRUCTURES: (39.506867° / -121.502308°)
1.WIND LOADS: IBC 2018 & ASCE 7-16
V = 94 MPH ULTIMATE WIND SPEED
STRUCTURE CLASS = II; EXPOSURE CATEGORY = C; TOPOGRAPHIC CATEGORY = 1.
IMPORTANCE FACTOR = 1.0.
2.SEISMIC LOADS: IBC 2018 & ASCE 7-16
STRUCTURE CLASS = II; SITE CLASS = D.
SS = 0.634 ; S1 = 0.272 ; SDS = 0.546
GENERATOR PAD
DETAILS
PO BOX 2621, BOISE, ID 83701
530.539.4787
CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 04/24/20 ISSUED FOR CONSTRUCTION JAD
SHEET TITLE:
SHEET NUMBER:
S-1
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
200 FEET NORTH OF ORO QUINCY
HIGHWAY
OROVILLE, CA 95966
GENERATOR INSTALLATION
PROJECT
OLIVE HIGHWAY
10132952
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
09/30/2021
1 05/22/20 ADDED PG&E GROUNDING SPECS JAD
(10)
XXXXXXXX X X X
XXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXCHAIN-LINK ACCESS GATE DETAIL (IF REQUIRED)
TOP RAIL
LINE POST
CHAIN-LINK
FABRIC MESH
WEATHERTIGHT POST CAP, TYP.
TENSION BAR, USE (1) FOR EACH END OR GATE
POST, (2) FOR EACH CORNER POST
END, GATE, CORNER OR PULL POST
TENSION BAND, (1) PER FOOT OF FENCE
HEIGHT
DIAGONAL ROD WITH STEEL TURNBUCKLE
ON GATE & ALL CORNERS WITH
HORIZONTAL BRACE
SEE LINE POST SPACING SCHEDULE
SEE LINE POST SPACING
SCHEDULE
0'-0"TOP OF
CONCRETE
LINE POST
BOTTOM
TENSION
WIRE
CONCRETE
BRACE RAIL
BRACE RAIL,
EA. CORNER,
EA. WAY
6' TO 8' CHAIN-LINK FABRIC2" MAXCLEARANCE FROMGRADE, TYP.CHAIN-LINK GATE/FENCE SPECIFICATIONS:
(INSTALL FENCING PER ASTM F567 / SWING GATES PER ASTM F900)NOTES:
GATE POST
4.500" O.D. SCHEDULE 40 PIPE FOR GATE WIDTHS UP T0 6
FEET, PER ASTM F1083.
POST & FENCE PIPE SIZES ARE FENCE
INDUSTRY STANDARD. ALL PIPE TO BE
HOT-DIP GALV. CROSS BRACE ALL POSTS
EXCEPT INTERMEDIATES.
LINE POST 6' TALL = 2.375" O.D. SCHEDULE 40 PIPE PER ASTM F1083.
8' TALL = 2.875" O.D. SCHEDULE 40 PIPE PER ASTM F1083.
CORNER POST 3.500" O.D. SCHEDULE 40 PIPE PER ASTM F1083.
TOP RAIL/BRACE RAIL 1.875" O.D. SCHEDULE 40 PIPE, PER ASTM F1083.
GATE FRAME 1.875" O.D. SCHEDULED 40 PIPE, PER ASTM F1083.
GATE LATCH 1.375" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH
AND LOCK.
CONTRACTOR TO INSTALL (2) GATE
HOLDBACKS TO HOLD GATE OPEN DURING
USE.
FABRIC 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM
A392.
-
TIE WIRE
MINIMUM 11 GA. GALVANIZED STEEL AT POSTS AND RAILS
A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY
HOG RINGS SPACED MAX. 24" INTERVALS.
-
TENSION WIRE 7 GA. GALVANIZED STEEL.-
BARBED WIRE
DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH
WITH FABRIC 14 GA. 4 PT. BARBS SPACED ON
APPROXIMATELY 5" CENTERS.
LOCAL ORDINANCE OF BARBED WIRE
PERMIT REQUIREMENTS SHALL BE
COMPLIED WITH IF REQUIRED.
CHAIN-LINK FENCE DETAIL
#2 SOLID, TINNED BARE
COPPER WIRE CADWELD
CORNER POSTS TO
GROUND RING
GROUND RING
GATE FRAME
TENSION BAR, USE (1) FOR EACH
GATE POST
"STYMIE LOCK" ASSEMBLY
PLUNGER BAR
DIAGONAL ROD WITH STEEL
TURNBUCKLE ON GATE & ALL CORNERS
WITH HORIZONTAL BRACE
FOOTPAD, TYP.
CHAIN-LINK FABRIC MESH
SEE PLANS SHEET
6' TO 8' CHAIN-LINK FABRIC2"0'-0"TOP OF
CONCRETE
CHAIN-LINK FENCE SECURITY TOPPER HSS2x2x14 TUBE,
SECURITY TOPPER BEAM
12"Ø A325 BOLT W/ NUT
& LOCKWASHER
L5x3x14 LEDGER
(2) 12"Ø U-BOLTS
FENCE POST
A-A TYPICAL POST CONNECTION
14GA BRAIDED GROUND
(POST TO GATE FRAME), TYP.
#2 SOLID, TINNED BARE COPPER WIRE
CADWELD POST TO GROUND RING, TYP.
GROUND RING
CONCRETE
FOOTPAD, TYP.
⅊34x7x7
(4) 12"Ø x 3.5" EMBED HILTI
KWIK BOLT TZ STAINLESS
STEEL EXPANSION ANCHOR
(OR APPROVED EQUAL).
REFERENCE ICC-ES ESR-1917
REPORT.
3.5"
3/16
POST
LINE POST FOOTPAD DETAIL
1" DRY PACK, IF REQ'D
5"3"(MIN.) TO EDGE
OF SLAB
⅊34x9x9
(4) 12"Ø x 3.5" EMBED HILTI
KWIK BOLT TZ STAINLESS
STEEL EXPANSION ANCHOR
(OR APPROVED EQUAL).
REFERENCE ICC-ES ESR-1917
REPORT.
3.5"
3/16
POST
GATE/CORNER POST FOOTPAD DETAIL
1" DRY PACK, IF REQ'D
7"3"(MIN.) TO EDGE
OF SLAB
SEE LINE POST
SPACING SCHEDULE
LINE POST SPACING SCHEDULE:
DESCRIPTION MAXIMUM SPACING
6' TALL MESH ONLY 4'-0"
8' TALL MESH ONLY 3'-0"
CHAIN-LINK MAN GATE DETAIL
GATE FRAME
TENSION BAR, USE (1)
FOR EACH GATE POST
DIAGONAL ROD WITH STEEL
TURNBUCKLE ON GATE & ALL CORNERS
WITH HORIZONTAL BRACE
CHAIN-LINK FABRIC MESH
6' TO 8' CHAIN-LINK FABRIC0'-0"
14GA BRAIDED GROUND
(POST TO GATE FRAME), TYP.
GATE LATCH
W/ PADLOCK
#2 SOLID, TINNED BARE
COPPER WIRE CADWELD
POST TO GROUND RING, TYP.
GROUND RING
TOP OF
CONCRETE
SEE PLANS SHEET
FENCE & GATE
DETAILS
PO BOX 2621, BOISE, ID 83701
530.539.4787
CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 04/24/20 ISSUED FOR CONSTRUCTION JAD
SHEET TITLE:
SHEET NUMBER:
S-3
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
200 FEET NORTH OF ORO QUINCY
HIGHWAY
OROVILLE, CA 95966
GENERATOR INSTALLATION
PROJECT
OLIVE HIGHWAY
10132952
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
09/30/2021
1 05/22/20 ADDED PG&E GROUNDING SPECS JAD
CONTRACTOR TO COVER ANY GAP BETWEEN
THE 6' FENCE & 8' FENCE WITH A 2' FENCE
SECTION AS REQUIRED
(CHAIN-LINK IS NOT REQUIRED BELOW THE GAP)
AA
CHAIN-LINK MESH, TYP.
LEDGER, TYP.
CONNECT TO EACH POST3'-0"MAX.A A
OVERLAP
MESH & SECURE
LEDGER, TYP.
CONNECT TO EACH POST
NOTE: CONTRACTOR TO CUT HOLES IN MESH
FOR GENERATOR VENT PIPES AS REQUIRED
OVERLAP
MESH & SECURE
3'-0"MAX.SPAN CHAIN-LINK FABRIC MESH
ACROSS HSS BEAMS,
ADEQUATELY TENSION FABRIC,
AND SECURE TO EACH TOPPER
BEAM
(10) SECURITY TOPPER BEAMS
REQUIRED FOR COMPOUND
(7) SECURITY TOPPER BEAMS
REQUIRED FOR EXPANSION
INSTALL TENSION BAR AND
TENSION BANDS AT EACH
END SIMILAR TO FENCE
CORNER DETAIL
CONTRACTOR TO INSTALL STEEL
PLATE "GATE STOP" ON INSIDE FACE
OF GATE FRAME TO ENSURE GATE IS
NOT ALLOWED TO OPEN OUTSIDE OF
THE COMPOUND.
⅊12"x6"x12" w/ (2) 12"Ø U-BOLTS TO
VERTICAL GATE FRAME MEMBER AS
SHOWN
112"3"112"GATE FRAME VERT.
FENCE END POST
PG&E GROUNDING
SPECIFICATIONS
PO BOX 2621, BOISE, ID 83701
530.539.4787
CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 04/24/20 ISSUED FOR CONSTRUCTION JAD
SHEET TITLE:
SHEET NUMBER:
E-3.1
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
200 FEET NORTH OF ORO QUINCY
HIGHWAY
OROVILLE, CA 95966
GENERATOR INSTALLATION
PROJECT
OLIVE HIGHWAY
10132952
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
09/30/2021
1 05/22/20 ADDED PG&E GROUNDING SPECS JAD
FOR
INFORMATION
ONLY