Attachment_2A_Drawings_Camp_Host_Site.pdf
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- Attached to
- GILA BOX GAOA CAMPGROUND IMPROVEMENTS Federal contract opportunity
- Solicitation number
- 140L0624R0032
About this file
This document appears to be Attachment 2A: Drawings for the Camp Host Site related to the federal contract opportunity for the GILA BOX GAOA CAMPGROUND IMPROVEMENTS solicitation.
The drawings provide specifications and layouts for the camp host site that is part of the overall campground improvements project. The solicitation is being issued by the Department of the Interior Bureau of Land Management National Office. The drawings include details on the camp host site layout, utility hookups, grading, landscaping, and other site elements. This attachment provides the technical details and requirements for the camp host site that offerors would need to address in their proposals for the broader campground improvements contract.
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CP101
3285.82
GI001
C O
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TLH
DCM
DRAWING INDEX
GI001 COVER SHEET
CV100 EXISTING CONDITIONS
CD100 DEMOLITION PLAN
CS100 OVERALL CIVIL SITE PLAN
CS101 TRAIL IMPROVEMENTS
CS501 CIVIL DETAILS
CS502 CIVIL DETAILS
SH-A-111 ARCHITECTURAL SITE PLAN
E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS
ES101 SITE ELECTRICAL PLAN
E-601 ELECTRICAL SINGLE-LINE DIAGRAM
E-701 ELECTRICAL DETAILS
GENERAL NOTES:
G
PTBL
FIRE PIT
GRILL
PICNIC TABLE
NEW EXISTINGCIVIL SITE LEGEND
CONTOUR LINE 1000
CONCRETE
GRAVEL PATH
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
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PROJECT DESCRIPTION
THE PROJECT IS APPROXIMATELY 10 MILES NORTH EAST OF SAFFORD,
ARIZONA. LOCATED ON BONITA CREEK ROAD OFF OF SANCHEZ ROAD IN
THE GILA BOX RIPARIAN IN GRAHAM COUNTY.
THE PROJECT CONSISTS WITH CAMP HOST SITE IMPROVEMENTS
INCLUDING NEW CONCRETE PAD RV PARKING SHADE STRUCTURE AND
NEW SOLAR POWER GENERATING SYSTEM.
A NEW PRE-ENGINEERED METAL BUILDING WILL BE CONSTRUCTED, TO
HOUSE ELECTRICAL EQUIPMENT, STORAGE AND LAUNDRY FACILITIES FOR
THE CAMP HOST.
AN APPROXIMATELY 650 FOOT SECTION OF THE COTTONWOOD TRAIL
WILL BE CLEARED AND STABILIZED FOR ACCESSIBLE HIKING.
HIGHWAY 70
THIS
SITE
PHOENIX
THIS SITE.
SAFFORD
STATE REFERENCE MAP
N.T.S.
VICINITY MAP
N.T.S.
FLAGSTAFF
TUCSON
SANCHEZ RD.
BONITA CREEK RD.
TO RIVERVIEW
CAMPGROUND
AQUEDUCT ROAD TO
BONITA CREEK ROAD
CAMP
HOST SITE
SITE MAP
100 200
RIVERVIEW CAMPGROUND
SITE HOST IMPROVEMENTS
GILA BOX RIPARIAN NATIONAL CONSERVATION AREA
1. ALL WORK SHALL CONFORM TO THE CONTRACT, SPECIFICATIONS,
DRAWINGS, AND DETAILS.
2. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO
COMMENCING WORK, AND NOTIFY THE OWNER OF ANY SUBSTANTIAL
DISCREPANCIES CONCERNING THE LOCATION AND FUNCTION OF
EXISTING FACILITIES AS SHOWN ON THESE DRAWINGS.
3. THE CONTRACTOR SHALL CONTACT ARIZONA BLUE STAKE (811 OR
1-800-782-5348) FOR UTILITY LOCATION MARKINGS A MINIMUM OF TWO
(2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL
EXISTING IMPROVEMENTS "IN-PLACE" UNLESS OTHERWISE NOTED ON
THE CONSTRUCTION DOCUMENTS.
5. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND ALL
EXCAVATIONS. IN NO CASE SHALL THE CONTRACTOR LEAVE OPEN
TRENCHES WITHOUT SECURE FENCING.
6. THE CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS, INCLUDING
WORKING WITHIN CONFINED SPACE AREAS. THE CONTRACTOR SHALL
BE SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND
MAINTENANCE OF ALL REQUIRED SHORING.
7. ALL TREES, SHRUBS, AND VEGETATION SHALL BE PROTECTED DURING
CONSTRUCTION, EXCEPT WHEN THE REMOVAL OF THE TREES, PLANTS,
OR VEGETATION IS SPECIFICALLY NOTED ON THE PLANS, OR APPROVED
BY THE OWNER.
8. THE CONTRACTOR SHALL COORDINATE ALL TRIMMING AND PRUNING
REQUIREMENTS WITH THE OWNER.
MATERIALS LIST
MOBILIZATION E.A. 1
DEMO AND REMOVAL - CONCRETE S.F. 7,240
NEW CONCRETE 3000 PSI C.Y. 45
#4 REBAR REINFORCEMENT L.F. 2,600
AGGREGATE BASE C.Y. 40
BOLLARDS E.A. 4
250 GAL PROPANE TANK E.A. 1
20 KW PROPANE GENERATOR EA 1
REMOVE PICNIC TABLES E.A. 2
REMOVE GRILL E.A. 1
DEMOLISH FIRE PIT E.A. 1
DEMO AND REMOVE STRUCTURE E.A. 1
REMOVE CONEX BOX E.A. 1
WATER SERVICE LINE IN TRENCH L.F. 70
PROPANE GAS LINE IN TRENCH L.F. 50
6' CHAIN LINK FENCE L.F. 160
SCREENED ROCK 5/8" MINUS CY 7
SEE SITE ELECTRICAL PLANS FOR EQUIPMENT SCHEDULES AND
FURNISHINGS DOCUMENT FOR SITE AMENITIES
SURVEY NOTES
1. WCI REBAR WITH ALUMINUM CAP STAMPED "CP-100"
E.=906,050.174 N.=687,719.849 ELEV, 3,220.436
2. WCI REBAR WITH ALUMINUM CAP STAMPED "CP-101"
E.=909,657.996 N.=688,805.852 ELEV=3,285.818
PROJECT CONTROL POINTS
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
COORDINATE SYSTEM: ARIZONA STATE PLANE, EAST ZONE
UNITS: INTERNATIONAL FEET
FIELD SURVEY OF GROUND CONTROL, PLANIMETRICS AND
TOPOGRAPHY
PERFORMED JANUARY 2023 BY:
WILSON & COMPANY, ENGINEERS & ARCHITECTS, INC
PROJECT CONTROL POINTS AND PROJECT COORDINATES ARE
IN GRID (STATE PLANE) COORDINATES
S73°14'51"W 3,767.73'
SHADE STRUCTURE
CHAIN LINK FENCE
GRAHAM COUNTY, ARIZONA
SAFFORD FIELD OFFICE
COTTONWOOD
TRAIL TO KEARNEY
CAMP MONUMENT
NOTE: QUANTITIES ARE APPROXIMATE AND NOT ALL-INCLUSIVE.
CONTRACTOR SHALL CALCULATE OWN QUANTITIES.
CO
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PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
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CONCRETE PAD
GRILL
FIRE PIT
SHADE STRUCTURE
W/ TABLES AND BENCHES
WATER HOOK-UP
CONEX BOX
CONCRETE PAD
EXISTING CONCRETE PAD
EXISTING FIRE PIT
EXISTING CONCRETE PAD
3208.13'
3208.23'
3207.78'
3207.80'
3207.30' 3207.30'
CO
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A. DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE
CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO LEGALLY DISPOSE OF MATERIALS OFF-SITE.
B. TEMPORARY STOCKPILING OF DEMOLISHED MATERIALS ONSITE
SHALL BE LOCATED ONLY AS APPROVED BY THE BLM.
STOCKPILED MATERIALS TO BE REMOVED WITHIN 10 DAYS.
1. DEMOLISH CONCRETE PAD, APPROX 4,100 SF
2. REMOVE SHADE STRUCTURE ENTIRELY, APPROX 9' TALL, 4 FOOTINGS. SEE
PHOTOS THIS SHEET.
3. REMOVE FIRE PIT, APPOX 3' DIA.
4. REMOVE GRILL, AND FOOTING, SEE PHOTO THIS SHEET.
5. REMOVE CONEX BOX AND DISPOSE, SALVAGE CONTENTS AND DELIVER TO
OWNER, APPROX 85 SF, SEE PHOTOS THIS SHEET.
6. REMOVE CONCRETE PICNIC TABLES WITH BENCHES (2), SEE PHOTO THIS
SHEET.
7. PROTECT TREES AND PLANTS IN PLACE.
8. EXISTING WASTEWATER CLEANOUT AND RV SEWER CONNECTION, PROTECT
IN PLACE. FIELD-LOCATE UNDERGROUND SEPTIC TANK AND PROTECT IN
PLACE.
9. EXISTING WATER HOSE BIB, PROTECT IN PLACE. FIELD-LOCATE SUPPLY LINE
AND ANY VALVES, PROTECT IN PLACE.
10. DEMOLISH CONCRETE PAD, APPROX 3,200 SF. VERIFY NO WATER OR SEWER
CONNECTIONS. FILL IN GRADES AS SHOWN ON SITE PLAN, CS101
11. CLEAR AND GRUB TREES, BRUSH, AND VEGETATION ALONG SOUTH EDGE OF
PAD
KEYNOTES DEMOLITION NOTES
DEMO PLAN
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PROJECT NO.: 20049.01
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DRAWN BY:
CHECKED BY:
DATE:
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EXISTING SHADE STRUCTURE & PICNIC TABLES
EXISTING CONEX BOX
EXISTING GRILL
3208.13'
3208.23'
3207.78'
3207.80'
3207.30' 3207.30'
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3207.66
3207.76
3207.86
3207.76
1. INSTALL NEW CONCRETE PAD, 3300 SF 3000 PSI. SEE DETAIL 1 SHEET CS501.
FIELD LOCATE AND STAKE LAYOUT. OWNER APPROVAL REQUIRED PRIOR TO
CONSTRUCTION. REFER TO SPECIFICATIONS.
2. INSTALL NEW CONCRETE PAD, 1000 SF 3000 PSI. SEE DETAIL 1 SHEET CS501.
MODIFIED, NO STEEL REINFORCEMENT. FIELD LOCATE AND STAKE LAYOUT.
OWNER APPROVAL REQUIRED PRIOR TO CONSTRUCTION. REFER TO
SPECIFICATIONS.
3. INSTALL NEW SHADE STRUCTURE, REFER TO ARCHITECTURAL DRAWINGS
4. INSTALL NEW GRILL
5. INSTALL NEW FIRE RING
6. NEW MODULAR BUILDING, REFER TO ARCHITECTURAL DRAWINGS
7. PROTECT TREES AND PLANTS IN PLACE
8. NEW PROPANE GENERATOR, KOHLER 12 RES OR APPROVED EQUAL,
MOUNTED ON CONCRETE PAD, WITH LOCKABLE WEATHER RESISTANT
CABINET. SEE ELECTRICAL PLANS FOR CONTINUATION OF POWER.
9. INSTALL NEW CONCRETE PAD, 52 SF 3000 PSI. MODIFIED, NO STEEL
REINFORCEMENT (FOR 250-GAL PROPANE TANK BY CONTRACTOR)
10. NEW UNDERGROUND POLYETHYLENE PROPANE SERVICE LINE IN TRENCH, SEE
DETAIL SHEET CS501
11. INSTALL PIPE BOLLARD TYP x 4. SEE DETAIL 2, SHEET CS501.
12. NEW UNDERGROUND 1/2" "PEX" PIPE WATER SERVICE LINE, CONNECT TO
EXISTING WATER LINE W/ UNDERGROUND TEE, SEE TRENCH DETAIL SHEET
CS501.
13. NEW 8' LONG 4" STEEL TUBE SCUPPER, CONNECT TO WASHER DISCHARGE
PIPE. REFER TO DETAIL 1, THIS SHEET.
14. INSTALL 6' CHAIN LINK FENCE SEE DETAIL 1 SHEET CS502
15. INSTALL 3' WIDE MAN GATE SEE DETAIL 2 SHEET CS502
16. SOLAR ARRAY, 3' MIN SPACING BETWEEN SOLAR STRUCTURES. REFER TO
ELECTRICAL PLANS. FIELD LOCATE AND STAKE LAYOUT. OWNER APPROVAL
REQUIRED PRIOR TO CONSTRUCTION. REFER TO SPECIFICATIONS.
17. BEGIN TRAIL WORK REFER TO SHEET CS101
18. GRADE 6" DEEP SWALE FROM SCUPPER, SEE DETAIL 3 SHEET CS502
19. GRADE TO WIDTH, 1% MINIMUM SLOPE. TOP W/ 1.5" LAYER OF SCREEN
ROCK, 5/8" MINUS, 7 CY
20. NEW WATER SERVICE LINE RISER AND HOSE BIB TO COME UP THROUGH
FOUNDATION INSIDE METAL BUILDING. SEE DETAIL 4 SHEET CS502
KEYNOTES
OVERALL SITE PLAN
5 10 20
CS100
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ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
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26.00'
28.00'
24.00'
.0
0'
15.00'
6.
4.00' 13 .0
0'
5'
4'
SCALE: NONE1 4"x 4" STEEL TUBE SCUPPER
TOOLED EDGES BOTH
SIDES, 1/8" RADIUS
TOP OF STEEL TUBE
TO BE FLUSH WITH
ADJACENT
SIDEWALK
4" x 4" x 3/8" STEEL TUBE (A36) W/
1/2" DIA. STUDS AT 24" O.C. SET W/
2% MIN. SLOPE. STEEL TUBE SHALL
BE GIVEN ONE SHOP COAT PAINT
3/8" PREFORMED
BITUMINOUS JOINT
FILLER
STEEL TUBE MUST BE
FLUSH OR SET BACK.
ROUND CONCRETE
EDGES, 1/8" RADIUS
THICKENED EDGE
PER DETAIL 1, SHEET
CS501
4" 4" 4"
4" 6"
.0
0'
.0
0'
5.00'
.5
0' 5.00'
14.00'
FFE = 3207.94' 4.75'
28.00'
54.00'
28.00'
42.00'
8.00'
MISC
MISC
MISC
MISC
PTBL
N: 688562.1037 E: 910988.5437
N: 689134.9421 E: 910982.4732
1. EXPAND SECTION OF TRAIL TO 3' WIDTH. GRADE TO 5% MAX
LONGITUDINAL SLOPE. 2% MAX CROSS SLOPE.
650 LF, SEE DETAIL 1
2. KEARNEY CAMP MONUMENT, END TRAIL WORK
3. ADMINISTRATIVE SITE HOST IMPROVEMENTS SEE SHEET CS100
KEYNOTES
TRAIL IMPROVEMENTS
20 40 80
CS101
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ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
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SCALE: NONE1 STABILIZED ADA TRAIL SECTION
6" M
IN
3'
3' MIN CLEAR
ZONE
EXISTING GRADE
NOTES:
1. STAKE BEST FIT TRAIL LOCATION ALONG EXISTING TRAIL CENTERLINE FOR BLM
APPROVAL PRIOR TO WORK.
2. CLEAR AND GRUB AS REQUIRED. REMOVE STUMPS & ROCKS >4", FILL HOLES.
3. SALVAGE LARGE ROCKS TO PLACE ON UPHILL SIDE OF TRAIL, BURY ROCKS IN 2" MIN
DEPRESSION.
4. GRADE TO MEET EXISTING GRADES AT LIMITS OF WORK.
5. MOISTEN AS REQUIRED AND COMPACT ALL DISTURBED AREA.
6. MAX 5% LONGITUDINAL SLOPE AND MAX 2% CROSS SLOPE
D=4" PLUS
ROCKS
2" THICK AGGREGATE BASE MATERIAL
COMPACTED TO 98% MAX DENSITY
SCARIFY AND RECOMPACT
6" NATIVE
G
ILA RIVER
CS101
CS501
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SCALE: NONE1 CONCRETE PAD
SCALE: NONE4 BOLLARD
12"
2' -6
3"
3' -6
4"
4"
REFER TO PLAN FOR
LOCATION
4" DIA. SCH. 40
STEEL PIPE POST
BARRICADE
CONCRETE FILLED
BLACK AND YELLOW
STRIPES 4" WIDE
CONCRETE ANCHOR,
3000 PSI
FINISHED GRADE 1"
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
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CONCRETE THICKENED EDGE2 NOT TO SCALE
4"
8"
8"
COMPACTED SUBGRADE
NEW
SLAB
PCC
PAVEMENT
1:1
MEET GRADE AT
STABILIZED DRIVEWAY
4" M
IN
8"
COMPACTED SUBGRADE
NEW
SLAB
1:1
4" M
A
X.R 1" TYP
R 1" TYP
4" PCC
PAVEMENT
CONCRETE SHALL BE
MINIMUM 3000 PSI
8"
PER PLAN
6"
1:1
2"
R 1" TYP
4"
3/4"
4"
PCC
PVMNT
4"
6" 6"
EXP. JOINTS AT MID SLAB
8"
3/8"
4"
PCC
PAVEMENT
4"
8' MAX.
SEE NOTE 3
CONTRACTION JOINT
COMPACTED SUBGRADE
SEE NOTE 1
NEW PCC
PAVEMENTNEW PCC
PAVEMENT
COMPACTED
SUBGRADE
SEE NOTE 1
THICKENED EDGE,
DETAIL RIGHT
NEW PCC
PAVEMENT
1/2" SLIP DOWELS, @ 12"
O.C., 16" LONG
3/4" EXPANSION
JOINT MATERIAL
BACKER ROD
ABC
BASE
ABC
BASE
COMPACTED
ABC SEE
NOTE 2 1:1
COMPACTED
ABC SEE NOTE 2
1. SCARIFY TOP 6" OF SUBGRADE AND RECOMPACT TO A MINIMUM OF 98% MAXIMUM
DENSITY PER ASTM D698.
2. COMPACT 4" AGGREGATE BASE COURSE TO A MINIMUM OF 98% MAXIMUM DENSITY
PER ASTM D698.
3. CONTRACTION JOINT SHALL BE TOOLED OR SAWCUT A MINIMUM DEPTH OF 1/4 THE
SLAB THICKNESS PLUS 1/2 INCH.
4. JOINT SPACING SHALL NOT EXCEED 8 FEET.
NOTES:
MIN.
3"
3" 18"
TRENCH
12"
PROVIDE FIRM, STABLE
AND UNIFORM SUPPORT
FOR FULL PIPE LENGTH
CLEAN MINUS 2" NATIVE MATERIAL
COMPACTED TO A MIN. OF 95% OF THE MAX.
DENSITY AS DETERMINED BY ASTM D698.
SAND BEDDING AND SHADING MATERIAL
COMPACTED TO A MIN. OF 90% (ASTM D698)
SLOPE OR SHORE TRENCH PER
OSHA REQUIREMENTS.
1. DIMENSIONS INDICATED ARE THE MINIMUM ALLOWABLE
DIMENSIONS. THE CONTRACTOR SHALL VERIFY THAT ADEQUATE
SPACE IS PROVIDED TO INSTALL AND COMPLETE ALL JOINTS,
VALVES AND PIPING INSULATION.
NOTES:
JOINT ELECTRICAL /WATER TRENCH DETAIL3 NOT TO SCALE
FINISHED GRADE
MIN
3"
MIN.
3"
2" PVC ELECTRICAL CONDUIT,
REFER TO ELECTRICAL
SPECIFICATIONS
WATER SERVICE LINE
CONCRETE JOINTS6 NOT TO SCALE
M
IN
GAS TRENCH DETAIL5 NOT TO SCALE
O.D.
PIPE
GENERAL NOTES:
1. COMPACTION OF SAND BEDDING SHALL BE A MINIMUM OF 90% (ASTM D698),
COMPACTION OF BACKFILL MATERIALS SHALL BE A MINIMUM OF 95% (ASTM D698)
UNLESS OTHERWISE NOTED IN SPECIFICATIONS OR ON THE DRAWINGS.
2. BEDDING MATERIAL SHALL BE SAND, FREE OF ANGULAR ROCKS OR PARTICLES WITH
100% PASSING THE #4 SIEVE. REFER TO SPECIFICATIONS.
COMPACTED SAND BEDDING
MATERIAL. (SEE NOTES)
TOP OF PIPE
TOP OF FINISHED
GRADE
NEW GAS SERVICE LINE
" M
IN
6"
6" 2"
#4
REBAR
2"
2"#4
REBAR
#4
REBAR
CONTRACTION JOINT,
REFER TO DETAIL 6, THIS
SHEET
1. PIPE BOLLARDS SHALL BE PAINTED WITH ONE PRIME COAT
OF RED OXIDE. APPLY ONE FINISH COAT OF YELLOW
ENAMEL AND STRIPES CONSISTING OF 4" BANDS OF
YELLOW REFLECTORIZED TAPE.
NOTES:
REBAR SHALL BE NO. 4 ,
CENTERED IN SLAB, 18" ON
CENTER.
CLEAN MINUS 2" NATIVE
MATERIAL COMPACTED TO A
MIN. OF 95% OF THE MAX.
DENSITY AS DETERMINED BY
ASTM D698.
2"
UTILITY MARKING TAPE:INSTALL
CONTINUOUS TAPE ABOVE PIPE.
TAPE SHALL BE AT A MINIMUM OF
12" AND A MAXIMUM OF 18"
BELOW GRADE.
UTILITY MARKING TAPE:INSTALL
CONTINUOUS TAPE ABOVE PIPE.
TAPE SHALL BE AT A MINIMUM OF
12" AND A MAXIMUM OF 18"
BELOW GRADE.
NOTE: REBAR WHERE
INDICATED ON PLAN
ONLY
4" ABC COMPACTED
TO 98% MAX DENSITY
CS502
D
ET
A
IL
S
LVL
TLH
DCM
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
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87654321
A
871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
E B ro ad w ay
B lv d , T uc so n, A
Z
T
0.
1.
G
LH
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.c om
65432
BU
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N o.
2023/09/29
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ACHAIN LINK FENCE DETAIL1 NOT TO SCALE
12" DIA.
6' -0
" 4" M
A X
(G
RA
D E
TO
TE
N
SI
O N
W
IR
E)
3' -3
M
IN
ELEVATION
"A"
COUPLING
TURNBUCKLE
CORNER, END,
OR PULL POST
NOTES:
FINISH GRADE IS TO BE WITHIN 3" OF BOTTOM
OF FENCE FABRIC
TOP RAIL
CONC. SHALL BE
CROWNED 2" ABOVE
FINISHED SURFACE AT
ALL POSTS
1/2" EXP. JOINT WHEN
LOCATED IN CONC.
APRON
LINE POST (TYP)
POST CAP (TYP)
BOTTOM TENSION
WIRE
STRETCHER
BAR
"A"
6"
36"
4" HAND PLACED
ROCK RIPRAP
SWALE3 NOT TO SCALE
HOSE BIB DETAIL4 NOT TO SCALE
KEYNOTES
1. NEW 1/2" PEX WATERLINE.
2. NEW 1 " SCH 80 PVC PIPE SLEEVE.
3. CAULK PIPE SLEEVE WITH FLEXIBLE RUBBER SEALANT.
4. NEW ½ PEX X ¾ COPPER SWEAT FITTING
5. SWEAT NEW 3/4" COPPER 90° ELBOW.
6. SWEAT NEW 3/4" MALE BRASS HOSE BIB WITHOUT KEY.
ATTACH A "WYE" TO SERVE BOTH HOT AND COLD INTAKE
LINES ON NEW CLOTHES WASHER.
7. SECURE COPPER HOSE BIB RISER TO WALL WITH U-BOLTS.
6" M
IN
3'
6' T
YP
BAR
STRETCHER
3/16"x3/4"
TYP.
14"Ø MIN.
" M
IN
" M
IN
14"Ø MIN.
No. 9 TIE WIRES, 16"±O.C.
" M
IN
1 5/8"O.D.
MIN.
BRACE,
TYP.
" M
IN
3' WIDE GATE
W/TURNBUCKLE
3/8Ø TRUSS ROD
2" WELDED
FRAME
MAN-GATE
2" GAL. WIRE
FABRIC,
INSTALL ON
THE
EXTERIOR
FACE OF
THE GATE
LOCKABLE
DROP HASP
GATE POSTGATE POST
THREE HEAVY DUTY
PIVOT HINGE WITH
NON-REMOVABLE PIN
MANGATE2 NTS
WASHING MACHINE DRAIN DETAIL5 NOT TO SCALE
WASHING MACHINE
AND OUTLET HOSE
4" STEEL SCUPPER
SEE DETAIL 1 SHEET CS100
INSTALL PVC CAP WITH
OPENING FOR OUTLET HOSE
INSTALL 4" PVC RISER
INSTALL 4" PVC 90
BUILDING WALL
SECURE 4" PVC RISER TO WALL
USING U-BOLTS
INSTALL 4" ROUND TO 4" x 4"
SQUARE DOWNSPOUT ADAPTER
5'-0" 13'-0"
28'-0"
13'-0"
4' -0
'-0
'-0
80'-0"
12'-0"
45'-0"
3' -0
'-0
3' -0
2'-6"
20'-0"
20'-0"
2'-6"
2' -4
'-4
2' -4
'-4
6'-0"
Copyright 2023 GLHN ARCHITECTS & ENGINEERS, INC.
ALL RIGHTS RESERVED
B
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2 3 4 5 6
2 3 4 5 6
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R E V
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E E R
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2 8
DATE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
PROJECT NO.:
E E
F F
A A
G
IL
A B
O X
R N
C A
I M
P R
O V
E M
E N
TS
C
M P
G R
O U
N D
S A
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O
R D
F
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IC
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A R
IZ
O
N A
EAC
EAC
DM
SH-A-111
A R
C H
IT
E C
TU
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A L
S
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E P
LA
N
2023/10/18
20049.01
B U
R E A
U O
F L
A N
D M
A N
A G
E M
E N
T
SCALE: 1/16" = 1'-0"1
SITE HOST
KEYNOTES
6 NEW FIRE RING, SEE FURNISHINGS PACKAGE.
7 NEW 45' LONG, 18' WIDE, 15' HIGH SHADE STRUCTURE. SEE
FURNISHINGS PACKAGE.
8 NEW PICNIC TABLE BELOW SHADE STRUCTURE, OWNER
APPROVAL REQUIRED PRIOR TO PLACEMENT. SEE
FURNISHINGS PACKAGE.
9 ROOF TURBINE VENT.
10 SIGN: "DANGER: LITHIUM ION BATTERY STORAGE AREA".
KEYNOTES
1 NEW 10' WIDE X 13' LONG INSULATED METAL BUILDING, SEE
SPECIFICATIONS.
2 NEW LOCKING ENCLOSURE FOR PROPANE GENERATOR,
REFER TO CIVIL.
3 NEW CONCRETE PAD, REFER TO CIVIL.
4 NEW CONCRETE PAD FOR PROPANE TANK, REFER TO CIVIL.
5 NEW GRILL, SEE FURNISHINGS PACKAGE.
SCALE:NONE2
LARGE SHADE STRUCTURE (EXAMPLE)
SCALE:NONE3
INSULATED METAL BUILDING (EXAMPLE)
SCALE:NONE4
GRILL
SCALE:NONE5
FIRE RING
SCALE:NONE
PICNIC TABLE6
1 SPECIAL RECEPTACLE IN 4"x4" BOX WITH PLASTER
RING. NUMBERS INDICATE BRANCH CIRCUIT AND
NEMA RECEPTACLE TYPE.
PANEL
AA
M
M
J
N G
DIAGRAM SYMBOLS
ABBREVIATIONS
1' -6
8' -0
M A
X 6'
-7
6"
EN
C
LO
SE
D C
IR
C
UI
T
BR
EA
KE
R
D
IS
C O
N N
EC
T
PA
N
EL
BO
A
RD
EM
ER
G
EN
C Y
LI
G
HT
S
A N
D B
A
TT
ER
Y
PA
C
KS
C
LO
C K
RE
C
EP
TA
C
LE
A
BO
V E
C O
UN
TE
R
RE
C
EP
TA
C
LE
RECEPTACLE
TYPICAL MOUNTING HEIGHTS
SW
ITC
HE
S
3' -6
CIRCUIT BREAKER PANELBOARDS. SEE SCHEDULES
FOR NUMBER AND SIZES OF BREAKERS, PANEL SIZE,
VOLTAGE, AND INTERRUPTING DUTY.
CIRCUIT BREAKER. NUMBERS INDICATE TRIP
RATING/POLES. SEE SPECIFICATIONS FOR TYPE.
METER AND CURRENT TRANSFORMERS. SEE
SPECIFICATIONS FOR SIZE AND TYPE.
VOLTMETER OR DIRECT-COUPLED AMMETER. SEE
SPECIFICATIONS FOR TYPE.
GROUND CONNECTION.
BUS DIAGRAM SYMBOL
A, AMP AMPERE
AC ABOVE COUNTER
AF AMP FUSE
AUTO AUTOMATIC
AWG AMERICAN WIRE GAUGE
BC BARE COPPER
C CONDUIT
CAB CABINET
CAT CATEGORY
CKT CIRCUIT
CU COPPER
DIA DIAMETER
DL DAMP LABEL
DWG DRAWING
EA EACH
ELEC ELECTRICAL
EM EMERGENCY
EMT ELECTRICAL METALLIC TUBING
EP EMERGENCY POWER
EPO EMERGENCY POWER OFF
(E) EXISTING
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FACP FIRE ALARM CONTROL PANEL
FC FOOT CANDLES
FIXT FIXTURE
FLEX FLEXIBLE METALLIC CONDUIT
G GROUND
GA GAUGE
GALV GALVANIZED
GEN GENERATOR
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GRS GALVANIZED RIGID STEEL CONDUIT
HD HEAVY DUTY
HP HORSEPOWER
HT HEIGHT
HZ HERTZ
IEEE INSTITUTE OF ELECTRICAL & ELECTRONICS ENGINEERS
ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION
J-BOX,JB JUNCTION BOX
kAIC THOUSAND AMPS INTERRUPTING CAPACITY kHz KILOHERTZ kVA, KVA KILOVOLT AMPERES kW, KW KILOWATTS kWH, KWH KILOWATT HOURS
LSI LONG TIME, SHORT TIME, INVERSE
LSIG LONG TIME, SHORT TIME, INVERSE, GROUND FAULT
LT LIGHT
LV LOW VOLTAGE
LED LIGHT EMITTING DIODE
MA MILLIAMPERE
MAX MAXIMUM
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MH MANHOLE OR METAL HALIDE
MHz MEGAHERTZ
MIN MINIMUM
MLO MAIN LUGS ONLY
MV MEDIUM VOLTAGE
N/A NOT APPLICABLE
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRIC MANUFACTURERS
ASSOCIATION
NEUT, N NEUTRAL
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO. NUMBER
NTS NOT TO SCALE
P POLE
PB PULLBOX
PH,Ø PHASE
PNL PANEL
PWR POWER
REC RECEPTACLE
REQ REQUIRED
RGS RIGID GALVANIZED STEEL
RPM REVOLUTIONS PER MINUTE
SES SERVICE ENTRANCE SECTION
SHT SHEET
SPEC SPECIFICATION
SQ SQUARE
SURF SURFACE
SWBD SWITCHBOARD
TBD TO BE DETERMINED
TYP TYPICAL
UL UNDERWRITERS LABORATORIES
UON UNLESS OTHERWISE NOTED
V VOLT OR VOLTS
VA VOLT AMPS
W WATT OR WIRE
W/ WITH
W/O WITH OUT
WP WEATHERPROOF
XFMR TRANSFORMER
NON-FUSED DISCONNECT DIAGRAM SYMBOL
FUSED DISCONNECT DIAGRAM SYMBOL
NON-FUSED SWITCH STARTER DIAGRAM SYMBOL
FUSED SWITCH STARTER DIAGRAM SYMBOL
MOTOR
CONNECTION POINT
NEW EQUIPMENT ENCLOSURE
JUNCTION BOX
NEUTRAL/GROUND BUS BARS
FAULT SYMBOL
AUTOMATIC MOTOR STARTER DIAGRAM SYMBOL
WA 1a
AA 1
a
J 1
J 1 a
LIGHTING PLAN SYMBOLS POWER PLAN SYMBOLS COMMON PLAN SYMBOLS
LINE TYPES
WALL MOUNTED SWITCH. LETTER INDICATES AS
FOLLOWS:
a - INDICATES SWITCH LEG
2 - 2 POLE SWITCH
3 - 3-WAY SWITCH
4 - 4 WAY SWITCH
D - DIMMER
F - SWITCH UNIT EQUAL TO BUSS SSU OR STY
K - KEY OPERATED
L - LIGHTED HANDLE
LM - LOW VOLTAGE MASTER
M - MOTOR RATED SWITCH. NUMBER OF
POLES AS REQUIRED
Mo - LIGHTING CONTROL MOTION DETECTOR
SWITCH
P - PILOT LIGHT SWITCH
T - TIME OPERATED
WP - WEATHERPROOF
XP - EXPLOSIONPROOF
JUNCTION BOX MOUNTED EXPOSED OR ABOVE
CEILING. 4"x4"xDEPTH PER SPECIFICATIONS, UON.
JUNCTION BOX MOUNTED FLUSH IN WALL, UON.
4"x4"xDEPTH PER SPECIFICATIONS WITH 2-GANG
PLASTER RING, UON. NUMBER INDICATES BRANCH
CIRCUIT.
JUNCTION BOX MOUNTED FLUSH IN FLOOR, UON.
CONDUIT AND WIRE CONCEALED ABOVE CEILING
OR IN WALLS. REFER TO ELECTRICAL WIRING
SPECIFICATIONS FOR SIZE AND TYPE. SEE SINGLE-LINE
DIAGRAM AND/OR PANEL SCHEDULES.
CONDUIT AND WIRE BURIED BELOW GRADE OR
SLAB. REFER TO ELECTRICAL WIRING SPECIFICATION
FOR SIZE AND TYPE. SEE SINGLE-LINE DIAGRAM
AND/OR PANEL SCHEDULES.
CONDUIT AND WIRE HOME RUN TO PANEL SHOWN.
REFER TO ELECTRICAL WIRING SPECIFICATION FOR
SIZE AND TYPE.
CEILING RECESSED FIXTURE. SEE FIXTURE SCHEDULE
FOR TYPE. NUMBER INDICATES BRANCH CIRCUIT,
UPPER CASE LETTERS INDICATE FIXTURE TYPE, LOWER
CASE LETTER INDICATES SWITCH CONTROL.
CHANNEL OR STRIP TYPE FIXTURE. SEE FIXTURE
SCHEDULE FOR TYPE. NUMBER INDICATES BRANCH
CIRCUIT, UPPER CASE LETTERS INDICATE FIXTURE TYPE,
LOWER CASE LETTER INDICATES SWITCH CONTROL.
WALL MOUNTED FIXTURE. SEE FIXTURE SCHEDULE FOR
TYPE. NUMBER INDICATES BRANCH CIRCUIT, UPPER
CASE LETTERS INDICATE FIXTURE TYPE, LOWER CASE
LETTER INDICATES SWITCH CONTROL.
LIGHTING TRACK AND TRACK LIGHT. SEE FIXTURE
SCHEDULE FOR TYPE. NUMBER INDICATES BRANCH
CIRCUIT, UPPER CASE LETTERS INDICATE FIXTURE TYPE,
LOWER CASE LETTER INDICATES SWITCH CONTROL.
(2) DUPLEX RECEPTACLES, NEMA 5-20R UON, IN 4"x4"
BOX WITH PLASTER RING. NUMBER INDICATES
BRANCH CIRCUIT. SHADING INDICATES EMERGENCY
POWER. "GFCI" INDICATES GROUND FAULT CIRCUIT
INTERRUPTER.
CLOCK MOUNTING RECEPTACLE. NEMA 5-15R UON
IN 2"x4" FLUSH BOX. NUMBER INDICATES BRANCH
CIRCUIT.
PANELBOARD, FLUSH MOUNTED. SEE SINGLE-LINE
DIAGRAM AND PANEL SCHEDULES FOR VOLTAGE,
SIZE, AND POLES.
PANELBOARD, SURFACE MOUNTED. SEE SINGLE-LINE
DIAGRAM AND PANEL SCHEDULES FOR VOLTAGE,
SIZE, AND POLES.
HEAVY DUTY NON-FUSED SAFETY SWITCH. NUMBER
INDICATES AMPS/POLES.
HEAVY DUTY FUSED SAFETY SWITCH. NUMBER
INDICATES AMPS/POLES.
EXISTING
DEMOLITION
NEW
EXISTING UNDERGROUND
DEMOLITION UNDERGROUND
NEW UNDERGROUND
MOTOR
AA 1a
CA 1a
CONTINUATION
AA
AA
CONDUIT STUB
CONDUIT RISE/FALL
METER
TIME SWITCH
EXISTING EQUIPMENT ENCLOSURE
DEMOLISHED EQUIPMENT ENCLOSURE
J a SWITCHED DUPLEX RECEPTACLE. SUBSCRIPT
INDICATES SWITCH LEG.
G
GENERATOR. NUMBERS INDICATE POWER RATING,
VOLTAGE, POLES, AND WIRES. SEE SPECIFICATIONS.
NOT ALL SYMBOLS AND ABBREVIATIONS APPLY TO THIS PROJECT
AUTOMATIC TRANSFER SWITCH. NUMBERS INDICATE
CURRENT RATING, VOLTAGE, AND POLES. SEE
SPECIFICATIONS FOR TYPE.
AUTOMATIC TRANSFER SWITCH. NUMBERS INDICATE
CURRENT RATING, VOLTAGE, AND POLES. SEE
SPECIFICATIONS FOR TYPE.
E-001
EL
EC
TR
IC
A L
SY
M
BO
LS
A N
D A
BB
RE
V
IA
TIO
N
S
RD/FM
FM
AB
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
AU
O
F L
AN
D M
AN
AG
EM
EN
T
D
C
B
A
E
F
D
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B
E
F
87654321
A
871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
E B ro ad w ay
B lv d , T uc so n, A
Z
T
0.
1.
G
LH
N
.c om
65432
BU
RE
A U
O F
LA
N
D M
A N
A G
EM
EN
T
U.
S.
D
EP
A
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
RE
V
IS
IO
N S/
SU
BM
IS
SI
O N
S D
A
TE
N o.
2023/10/18
G
IL
A B
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RN
C
A
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PR
O
V
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EN
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SI
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H O
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SA
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O
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F
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IC
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ZO
G
ES101
J
CH-10,12
G
CH-5 CH5
Mo
CH-2,4
NEMA 6-30R
CH-1
NEMA 5-20R
CH-3
CH-3
CH-3
WP GFCI
CH
J
CH-10,12
SCALE:1 SITE ELECTRICAL PLAN
1" = 1'-0" 0 5 10 20
A. CONDUIT ROUTE SHOWN FOR ILLUSTRATION PURPOSES ONLY.
CONTRACTOR TO VERIFY ROUTE WITH OTHER DISCIPLINES PRIOR
TO ROUGH-IN.
B. ALL EXTERIOR MOUNTED LIGHTING IS PROVIDED WITH
PHOTOCELL FOR DUSK TO DAWN OPERATION.
C. ALL TYPICAL WALL MOUNTED EQUIPMENT, CONTROLLERS,
DEVICES, AND OTHER APPURTENANCES MUST BE FLOOR
MOUNTED USING STRUT CHANNEL FITTINGS AND ACCESSORIES
AS REQUIRED TO MOUNT ITEMS AT NORMAL WORKING HEIGHTS.
1. PROPOSED LOCATION FOR CONTRACTOR PROVIDED
GENERATOR. PROVIDE CONCRETE PAD. MAINTAIN MINIMUM
CLEARANCE IN FRONT, SIDES AND BACK OF GENERATOR PER
MANUFACTURER'S REQUIREMENTS.
2. PROPOSED LOCATION FOR ATS. REFER TO SINGLE LINE DIAGRAM
ON SHEET E-601 FOR ADDITIONAL INFORMATION.
3. GENERATOR PROPANE TANK LOCATION.
4. DURAMAX GABLE ROOF BUILDING. REFERENCE ENLARGED PLAN
THIS SHEET. SEE ARCHITECTURAL DRAWING FOR ADDITIONAL
INFORMATION.
5. ELECTRICAL CONTRACTOR SHALL PROVIDE NEMA 3R
UN-METERED RV 50A/2P POWER PEDESTAL. CONNECT FOR A
FULLY OPERATIONAL SYSTEM. REFER TO DETAIL 1 ON SHEET E-701
FOR ADDITIONAL INFORMATION.
6. UNDERGROUND FEEDER IN PVC SCHEDULE 40 ELECTRICAL
CONDUIT. REFERENCE SINGLE LINE DIAGRAM ON SHEET E-601
FOR SIZING.
7. SOLAR ARRAY. SEE SHEET E-601 FOR ADDITIONAL INFORMATION.
8. ELECTRICAL CONTRACTOR TO PROVIDE LITHONIA LED STRIP LIGHT
MODEL ZL1D L48 3000LM FST MVOLT 30K 80CRI WH. INSTALL FOR
A FULLY FUNCTIONAL SYSTEM.
9. FEEDER FROM GENERATOR SYSTEM CONTROLLER. SEE SINGLE LINE
DIAGRAM FOR ADDITIONAL INFORMATION.
10. 4 CIRCUIT COMBINER. REFER TO SINGLE LINE FOR ADDITIONAL
INFORMATION.
11. PROVIDE 1" CONDUIT FOR CONTROL CABLING FROM
GENERATOR TO ANNUNCIATOR PANEL.
12. INVERTER, BATTERY BANK AND CHARGE CONTROLLER. REFER TO
SINGLE LINE FOR ADDITIONAL INFORMATION.
13. GENERATOR ANNUNCIATOR PANEL.
14. PROVIDE EPO FOR EMERGENCY SHUTDOWN OF GENERATOR
AND 1" CONDUIT FOR CONTROL CABLING FROM EPO TO
GENERATOR.
15. DIMENSION SHOULD BE BASED ON 28.6° TILT ANGLE.
16. PROVIDE WASHING MACHINE PER SPECIFICATIONS.
17. PROVIDE ELECTRIC DRYER PER SPECIFICATIONS.
18. PROVIDE THRU-THE-WALL MOUNTED BARD W-12-1 TON-A-230V 1
PHASE-03KW-B-P-X-X-X ROOM AIR CONDITIONER WITH HEAT, AND
ASSOCIATED JUNCTION BOX. UNIT EFFICIENCY SHALL BE EQUAL
TO OR BETTER THAN THAT REQUIRED BY ASHRAE 90.1-2019 TABLE
6.8.1-4. HVAC UNIT SHALL BE PROVIDED WITH A STAND-ALONE
PROGRAMMABLE THERMOSTAT, JACKSON SYSTEMS T-32-P OR
APPROVED EQUAL. UPON CALL FOR COOLING THE UNIT SHALL
ACTIVATE AND MAINTAIN A SPACE SETPOINT TEMPERATURE OF
95F. UPON CALL FOR HEATING THE UNIT AND ELECTRIC STRIP
SHALL ENERGIZE TO MAINTAIN A SPACE SETPOINT OF 41F.
19. PROVIDE DISCONNECT FOR SOLAR SHUTDOWN. REFERENCE
SHEET E-601 FOR ADDITIONAL INFORMATION.
KEYNOTES
GENERAL NOTES
ES101
SI
TE
E
LE
C
TR
IC
A
L
PL
A N
RD/FM
FM
AB
SCALE:2
ENLARGED MANUFACTURED BUILDING
ELECTRICAL PLAN
1/4" = 1'-0" 0 2' 4' 8'
8 8
9 11
CH-6,8
SCALE:3
TYPICAL SOLAR PANEL
MOUNTING STRUCTURE
NTS
M
IN
IM
UM
2' -6
" A
FF
15 15
M
IN
IM
UM
2' -6
" A
FF
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
RE
A U
O F L
A N
D M
A N
A G
EM
EN
T
D
C
B
A
E
F
D
C
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
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PANEL
CH
12KW PROPANE
GENERATOR,
120/240V, 1Ø
100A/2P
3 #3 WITH #8G
IN 1-1/4"C
3 #3 WITH #8G IN 1-1/4"C
6 X SILFAB SIL-380 BK MODULE
20A/2P
20A/2P
20A/2P
CIRCUIT 5
#4G #4G
5/8"x8'
GROUND
ROD
5/8"x8'
GROUND
ROD
#4G
COLD
WATER PIPE
ELECTRODE
NEC
250.52(A)(1)
6 X SILFAB SIL-380 BK MODULE
CIRCUIT 3
CIRCUIT 4
CIRCUIT 6
2 #12 WITH #12G IN 3/4"C
2 #12 WITH #12G IN 3/4"C
2 #12 WITH #12G IN 3/4"C
2 #12 WITH #12G IN 3/4"C
#12G ARRAY GROUND TO
MOUNTING STRUCTURE
#12G ARRAY GROUND TO
MOUNTING STRUCTURE
#12G ARRAY GROUND TO
MOUNTING STRUCTURE
#12G ARRAY GROUND TO
MOUNTING STRUCTURE
J J
CH-7 CH-9
20A/2P
6 X SILFAB SIL-380 BK MODULE
CIRCUIT 2
2 #12 WITH #12G IN 3/4"C#12G ARRAY GROUND TO
MOUNTING STRUCTURE
20A/2P
20A/2P
#12G ARRAY GROUND TO
MOUNTING STRUCTURE
CIRCUIT 1
2 #12 WITH #12G IN 3/4"C
3 #3 WITH #8G IN 1-1/4"C
3 #3 WITH #8G
IN 1-1/4"C
INVERTER
CHARGE
CONTROLLER
100A/ 2P, 250V
ATS
SCALE:2 ELECTRICAL SINGLE-LINE DIAGRAM
NONE
A. ALL PANELS SHALL BE LABELED PER DETAIL 2/E-701.
B. CONCRETE ENCASED ELECTRODE (UFER) PER NEC 250.20 &
250-52(A)(3).
C. PROVIDE LABELING FOR EACH INDIVIDUAL SERVICE ENTRANCE
("SES") PER NEC 230.2(E)
D. ELECTRICAL CONTRACTORS SHALL PROVIDE LABELING OF THE
AVAILABLE FAULT CURRENT FOR EACH PANEL AS NOTED, PER
NEC 110.24.
E. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL
PENETRATIONS/ RACEWAYS FROM ELECTRICAL "SES" TO PANEL
WILL BE SEALED IN ACCORDANCE WITH NEC 300.5(G) & 225.27.
F. TRENCHING & BACKFILL BY THE ELECTRICAL CONTRACTOR.
PROVIDE AND INSTALL PER UTILITY REQUIREMENTS.
G. CONCRETE PAD BY ELECTRICAL CONTRACTOR PER POWER
COMPANY REQUIREMENTS.
H. LAYOUT INDICATED IN THIS DRAWINGS IS OPTIONAL LAYOUT.
INSTALLING LAYOUT TO PROVIDE FINAL DESIGN/ LAYOUT/
INSTALL.
KEYNOTES
GENERAL NOTES
E-601
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ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
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87654321
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871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
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B lv d , T uc so n, A
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65432
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1. PROVIDE GROUNDING PER NEC.
2. 8"X8"X6" NEMA 3R JUNCTION BOX.
3. PROVIDE BONDING AT PAD PER MANUFACTURER'S
REQUIREMENTS.
4. MODULE BASED MICROINVERTER EQUAL TO CHILICON
MICROINVERTER CP-720. TYP.
5. PROVIDE 1" CONDUIT PATHWAY BETWEEN SYSTEM CONTROLLER
AND COMBINER AS REQUIRED FOR CTs AND COMMUNICATION.
6. JACKET WATER HEATER.
7. GENERATOR BATTERY CHARGER.
8. MINIMUM 20.0 KWH LITHIUM ION BATTERY BANK EQUAL TO
LINIOTECH 20 KWH LIFEPO4 POWER RESERVE BATTERY STORAGE
POWER WITH INTEGRAL MONITORING VIA BUILT-IN DISPLAY.
MINIMUM OPERATING TEMP: BATTERY CHARGING 0-45 DEG. C,
BATTERY DISCHARGING 0-60 DEG. C. BATTERY BANK SHALL HAVE
INTEGRAL MONITORING SYSTEM AND CHARGE CONTROLLER.
MOUNTED ON METAL CHANNEL PER DETAIL ON SHEET E-701
DETAIL 4.
9. CHARGE CONTROLLER EQUAL TO MIDNITE SOLAR HAWKE'S BAY
120A MPPT.
10. INVERTER EQUAL TO SUNNY BOY 6.0-US.
11. PROVIDE 6 CIRCUIT COMBINER 250V, 1PH, 3W FUNCTIONAL
WITHOUT INTERNET CONNECTION REQUIREMENTS. MIDNITE
SOLAR MNPV6 DISCO.
12. PROVIDE 100A, 120/250V, 2P NEMA 3R LOCKABLE DISCONNECT
FOR EXTERIOR SHUTDOWN OF SOLAR.
E-701
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PANEL 'X'
FED FROM PANEL
'XXX'
XXXV/XXXV, 3⌀, 4W
NORMAL BRANCH
LABELS TO BE PROVIDED
A. PHENOLIC TAG INDICATING PANEL NAME, SOURCE PANEL,
VOLTAGE/ PHASE, AND ELECTRICAL BRANCH OF THE ELECTRICAL
SYSTEM.
B. PHENOLIC TAG INDICATING THE AVAILABLE FAULT CURRENT AT
PANEL, EQUIPMENT BRACING RATING, AND DATE SHORT CIRCUIT
CALCULATION PERFORMED.
C. PHENOLIC TAG OR STICKER PROVIDING ARC FLASH HAZARD
INFORMATION, INCLUDING FLASH HAZARD BOUNDARY, INCIDENT
ENERGY AT INDICATED DISTANCE, PPE CATEGORY PER NFPA 70E,
VOLTAGE OF PANEL TO INDICATE SHOCK HAZARD, AND LIMIT,
RESTRICTED, AND PROHIBITED APPROACH DISTANCES PER NFPA
70E.
NOTES
A. ARC FLASH HAZARD INFORMATION AND FAULT CURRENT VALUES
SHALL BE DETERMINED BY MANUFACTURERS ARC FLASH STUDY,
SHORT CIRCUIT ANALYSIS, AND COORDINATION STUDY.
B. ARC FLASH STUDY DETERMINES THAT THE INCIDENT ENERGY AT THE
EQUIPMENT IS >40 CAL/CM2, THE ARC FLASH STICKER OR
PHENOLIC TAG SHALL BE PROVIDED WITH A RED BACKGROUND
AND HAVE THE WORD "DANGER" INCLUDED IN THE TAG.
C. REFER TO SPECIFICATIONS FOR BACKGROUND AND TEXT
COLORS, FONT SIZE, AND ANY ADDITIONAL INFORMATION.
D. DISTRIBUTION EQUIPMENT SHALL BE LABELED IN ACCORDANCE
WITH 2017 NEC SECTIONS 110.16 AND 110.24.
REFER TO ARC-FLASH WARNING LABEL PER DETAIL THIS SHEET.
ARC-FLASH WARNING LABEL BASED ON ARC FLASH STUDY OF
EXISTING PANEL. REFER TO SHEET SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
SCALE:2 DETAIL - PANEL LABELING
NOT TO SCALE
REMOVABLE LOWER
ACCESS PANEL
REMOVABLE UPPER
ACCESS PANEL
NEMA 5-20R GFCI OUTLET
CIRCUIT BREAKERS
NEMA 5-30R
NEMA 14-50R
FIXED PEDESTAL LID
ROTATING COVER
UPPER ACCESS PANEL
LOWER ACCESS PANEL
REMOVABLE
ACCESS PANEL
LOCKABLE ROTATING
BREAKER COVER
LOCKABLE REMOVABLE
ACCESS PANEL
FRONT VIEW
UN-METERED
RV-PEDESTAL
RIGHT PROFILE VIEW
UN-METERED
RV-PEDESTAL
FRONT VIEW
UN-METERED
RV-PEDESTAL
SCALE:1 RV PEDESTAL ELEVATIONS
NOT TO SCALE
HIGH
QUALITY
UV
STABILIZED/
RESISTANT
VINYL
LABEL
3' - 4" Flash Hazard Boundary
4.9 cal/cm2 Flash Hazard at 18 inches #2 PPE Level Cotton underwear plus FR shirt and FR pants
0.48 kV Shock Hazard when cover is removed 3' - 6" Limited Approach 1' - 0" Restricted Approach - Class 00 Voltage Gloves 0' - 1" Prohibited Approach - Class 00 Voltage Gloves
Equipment Name SESM
IEEE 1584 Hazards; Project PT46130001 1310-1825-01 Applicable Safety Procedure Siemens File: XXXXXXX - Date: Date of Report
Arc Flash and Shock Hazard Appropriate PPE Required
WARNING
BLACK
OSHA
ORANGE
5"
4"
BLACK
LETTERING, TYP
SCALE:3 DETAIL - ARC FLASH LABEL
NOT TO SCALE
ALL RIGHTS RESERVED
PROJECT NO.: 20049.01
DESIGN BY:
DRAWN BY:
CHECKED BY:
DATE:
BU
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87654321
A
871 COPYRIGHT 2023 GLHN ARCHITECTS & ENGINEERS, INC.
E B ro ad w ay
B lv d , T uc so n, A
Z
T
0.
1.
G
LH
N
.c om
65432
BU
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2023/10/18
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UNISTRUT POST BASE
#P2072 OR APPROVED
EQUAL. PROVIDE PROPER
MOUNTING HARDWARE
FOR METAL CHANNEL.
(TYPICAL OF 2).
LIQUIDTIGHT FLEX ROUTED
BEHIND FRAME TO
EQUIPMENT. SECURE AS
REQUIRED.
BATTERY BANK. REFER TO
PLANS. SECURE AS REQUIRED.
MOUNT MULTIPLE DEVICES AS
REQUIRED.
METAL CHANNEL SUPPORT,
UNISTRUT #P1001 OR
APPROVED EQUAL (TYPICAL
SCALE:4 MOUNTING DETAIL
NOT TO SCALE
| 2004901_SH_GI001-GI001 |
| 2004901_SH_GI001-GI001 |
| 2004901_SH_CV100-CV100 |
| 2004901_SH_CV100-CV100 |
| 2004901_SH_CD100-CD100 |
| 2004901_SH_CD100-CD100 |
| 2004901_SH_CS100-CS100 |
| 2004901_SH_CS100-CS100 |
| 2004901_SH_CS101-CS101 |
| 2004901_SH_CS101-CS101 |
| 2004901_SH_CS501-DETAILS |
| 2004901_SH_CS501-DETAILS |
| 2004901_SH_CS502-CS502 |
| 2004901_SH_CS502-CS502 |
File details come from the government source that posted it. Updated .