7
SHEET 1501/1501 FS 7_11_15 1501 GB LK AUGUST 31, 2015 PROJECT NO. DRAWN CHECKED DATE CONSTRUCTION DOCUMENTS FOR THE: REV. DATE CITY OF EUGENE (SEE VICINITY PLAN FOR INDIVIDUAL FIRE STATION ADDRESSES) EUGENE, OREGON 210 CHESHIRE AVE. CITY OF EUGENE OWNER: EUGENE, OREGON 97401 POINT OF CONTACT: MEREDITH SWENSON V: 541.682.8829 CENTRAL SERVICES, FACILITY MANAGEMENT DIVISION C 2015 292 W 12TH AVE., SUITE A EUGENE, OREGON 97401 (541) 334-6408 wwww.lakersh.com L. A. KERSH ARCHITECTURE, INC. ARCHITECT: BACK-UP GENERATOR INSTALLATION - FIRE STATION 15 AND 7 GJN: 50979 BUILDING BID SET PROJECT OWNER / ADDRESS GENERAL PROJECT INFORMATION CONSULTANTS EUGENE FIRE DEPARTMENT - CITY OF EUGENE - EUGENE, OREGON SHEET INDEX 292 WEST 12TH AVE., SUITE A EUGENE, OREGON 97401 (541) 334-6408 [email protected] POC - LEE KERSH SCHEDULE OF GENERAL ARCHITECTURAL ABBREVIATIONS ROOM NAME ROOM IDENTIFICATION SYMBOLS NOTE: THIS LIST MAY BE INCOMPLETE. VERIFY OTHER ABBREVIATIONS WITH ARCHITECT. DETAIL NUMBER SHEET NUMBER SHEET DETAIL REFERENCE ELEV./SECTION REFERENCE ROOM NO. KEYNOTE REFERENCE NUMBER A.B. AFF BD CL COL CONC ELEC EQ EXIST OR (E) FE FOC FOF HVAC MECH MTL N.I.C. ANCHOR BOLT ABOVE FINISH FLOOR BOARD CENTER LINE COLUMN CONCRETE ELECTRICAL EQUAL EXISTING FIRE EXTINGUISHER FACE OF COLUMN FACE OF FINISH HEATING, VENTILATION, AIR CONDITIONING MECHANICAL METAL NOT IN CONTRACT OFCI OFOI OPP PT SHT SIM SS TS TYP UON W/ W/O MANUF. OWNER FURNISHED / CONTRACTOR INSTALLED OWNER FURNISHED / OWNER ONSTALLED OPPOSITE PRESSURE TREATED SHEET SIMILAR STAINLESS STEEL TUBULAR STEEL TYPICAL UNLESS OTHERWISE NOTED WITH WITHOUT MANUFACTURER ARCHITECT GENERAL PROJECT NOTES CONSTRUCTION DOCUMENTS FOR THE: 1. ALL SHEETS NOTED AT THE SHEET INDEX AND PROJECT MANUAL MUST BE ATTACHED OR ACCOMPANY THIS SET OF CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PURPOSES. OBTAIN PROPER PERMITS FOR ALL CONSTRUCTION. CONTACT THE ARCHITECT TO CONFIRM ALL CONSTRUCTION DOCUMENTS ARE CURRENT. 2. ALL WORK TO COMPLY WITH THE CURRENT 2014 STATE OF OREGON STRUCTURAL SPECIALTY CODE. 3. REFER TO THE PROJECT MANUAL FOR SPECIFICATIONS AND CONSTRUCTION INFORMATION. 4. VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT. 5. NO CONSTRUCTION ACTIVITY OF ANY KIND IS ALLOWED OUTSIDE OF THE LIMITS OF CONSTRUCTION OR LAYOUT AREA. KEEP ALL EXITS AND EXIT PATHS CLEAR DURING CONSTRUCTION. 6. ALL WORK SHALL BE COORDINATED TO ENSURE MINIMAL DISRUPTION TO NORMAL OPERATIONS CONDUCTED BY THE BUILDING OWNER AND TENANT. PROVIDE APPROPRIATE CONSTRUCTION WORK BARRIERS AS APPROVED BY THE ARCHITECT AND PROJECT MANAGER. MINIMIZE AND CONTROL SPREAD OF DUST AND OTHER CONTAMINANTS. REFER TO SECTION 01 11 00 OF THE PROJECT MANUAL. 7. ALL WORK IS REQUIRED TO BE COMPLETED IN A TIMELY MANNER AS REQUIRED PER SECTIONS 01 11 00 AND 01 35 16 OF THE PROJECT MANUAL. 8. THE CONTRACTOR SHALL LIMIT ON SITE STORAGE, LAYOUT, CONSTRUCTION TRAILERS AND PARKING AS REQUIRED PER SECTION 01 50 00 OF THE PROJECT MANUAL. THE SITE IS TO BE RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF WORK. 9. COORDINATE WITH BUILDING OWNER'S AND TENANT'S SECURITY REQUIREMENTS AS IDENTIFIED IN SECTION 01 50 00. 10. NO CONSTRUCTION ACTIVITY OF ANY KIND IS ALLOWED WITHIN THE EMERGENCY RESPONSE ZONE SHOWN ON THE FLOOR PLANS WITHOUT PRIOR WRITTEN APPROVAL FROM THE PROJECT MANAGER AND STATION CHIEF. T1 TITLE SHEET / GENERAL PROJECT INFORMATION FIRE STATION 7 A1.1 FIRE STATION 7 - PLANS / DETAILS (ALTERNATE No. 1) E1.1 FIRE STATION 7 - ELECTRICAL SITE PLAN / ONE LINE DIAGRAM (ALTERNATE No. 1) A1.2 NOT USED (FIRE STATION 11 N.I.C.) A2.2 NOT USED (FIRE STATION 11 N.I.C.) E1.2 NOT USED (FIRE STATION 11 N.I.C.) E2.2 NOT USED (FIRE STATION 11 N.I.C.) FIRE STATION 15 A1.3 FIRE STATION 15 - PLANS A2.3 FIRE STATION 15 - ELEVATIONS / SECTIONS E1.3 FIRE STATION 15 - ELECTRICAL SITE PLAN / ONE LINE DIAGRAM E2.3 FIRE STATION 15 - ELECTRICAL ENLARGED PLANS / DETAILS OFFICE UXXX X 1 A5.1 1 A5.1 REFERENCE TITLE BLOCK PROJECT LOCATION - Fire Station 7 4664 Barger Dr. Eugene, OR 97402 SUMMARY CODE DESCRIPTION Construction Type: Occupancy Group: NOT APPLICABLE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) Building Code: Construction Area: Construction Area: Construction Area: NO CHANGES PROPOSED TO EXISTING CONSTRUCTION TYPE B (NO CHANGES PROPOSED TO EXISTING OCCUPANCY) NO IMPACT / NO CHANGES PROPOSED Parking: THIS PROJECT CONSISTS OF MINOR INTERIOR AND EXTERIOR IMPROVEMENTS AS INDICATED. EXITING PATHS WITHIN THE FACILITY ARE NOT MODIFIED. FIRE STATION 7 EUGENE, OREGON 97405 (541) 285-1680 [email protected] POC - JIM KRUMSICK PARADIGM ENGINEERING 85193 APPLETREE DRIVE ELECTRICAL FIRE STATION 15 AND 7 VINCINITY MAP - EUGENE, OREGON 1 T1 NO SCALE PROJECT LOCATION - Fire Station 15 80 E. 33rd Ave. Eugene, OR 97405 SUMMARY CODE DESCRIPTION Construction Type: Occupancy Group: NOT APPLICABLE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) Building Code: Construction Area: Construction Area: Construction Area: NO CHANGES PROPOSED TO EXISTING CONSTRUCTION TYPE B (NO CHANGES PROPOSED TO EXISTING OCCUPANCY) NO IMPACT / NO CHANGES PROPOSED Parking / Site: THIS PROJECT CONSISTS OF MINOR INTERIOR AND EXTERIOR IMPROVEMENTS AS INDICATED. EXITING PATHS WITHIN THE FACILITY ARE NOT MODIFIED. FIRE STATION 15 EUGENE, OREGON 97401 (541) 344-2040 [email protected] POC - SCOTT METZLER METZLER ENGINEERING 210 E. 11TH AVE., SUITE 1 STRUCTURAL ENGINEERING PG TG PERMANENT GENERATOR TEMPORARY GENERATOR ALTERNATES THIS PROJECT CONTAINS ALTERNATE WORK IN ADDITION TO THE BASE BID AS DESCRIBED IN SECTION 01 23 00 OF THE PROJECT MANUAL. BIDDERS ARE TO ENSURE THAT ALTERNATES ARE CAREFULLY REVIEWED AND INCORPORATED INTO BIDS FOR THIS PROJECT. ALTERNATES ARE ADDITIVE AND ARE AS FOLLOWS: ALTERNATE No. 1: PROVIDE AND INSTALL ALL WORK INDICATED FOR FIRE STATION 7 OC ON CENTER TYPICAL GENERATOR SEISMIC BOLTING REQUIREMENTS 1. VERIFY BOLT PATERN AND SIZE OF FUEL TANK AT BASE OF "TG" OFCI GENERTORS BY CONDUCTING A SITE VISIT (77 N GARFIELD ST, EUGENE, OR). 2. $,167$// $ 0,1,080 2) ± ô´ ',$0(7(5 $670 $ *5$'( *$/9$1,=(' +($'(' $1&+25 %2/76 ,1 THE NEW SLAB. BOLTS SHALL PROJECT THROUGH THE HOUSEKEEPING PAD AND EXTEND A SUFFICIENT $02817 72 $77$&+ 72 7+( *(1(5$725 %$6( (0%(' $1&+25 %2/76 $ 0,1,080 2) ´ ,172 7+( ,1&+ 6/$% $1' 3529,'( $'',7,21$/ '(37+ 72 6/$% $6 5(48,5(' 72 3529,'( ´ 0,1,080 &/($5$1&( )520 THE BOLT TO THE UNDERLYING SOIL. 3. UPON RECEIPT OF GENERATOR AT THE INDIVIDUAL FIRE STATION SITE AND AFTER THE SLAB IS ADEQUATELY CURED, REMOVE GENERATOR FROM TRAILER AND LIFT INTO PLACE. (RIGGING IS THE RESPONSIBILITY OF THE CONTRACTOR.) SEISMICALLY ANCHOR THE GENERATOR.

GENERAL PROJECT INFORMATION

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T1.1 FS15_7 BIDSHEET INDEX
292 WEST 12TH AVE., SUITE A EUGENE, OREGON 97401 (541) 334-6408 [email protected]
POC - LEE KERSH
ROOM NAME ROOM IDENTIFICATION
SYMBOLS
NOTE: THIS LIST MAY BE INCOMPLETE. VERIFY OTHER ABBREVIATIONS WITH ARCHITECT.
DETAIL NUMBER
DETAIL REFERENCE
ELEV./SECTION REFERENCE
ROOM NO.
KEYNOTEREFERENCE NUMBER
A.B. AFF BD CL COL CONC ELEC EQ EXIST OR (E) FE FOC FOF HVAC
MECH MTL N.I.C.
ANCHOR BOLT ABOVE FINISH FLOOR BOARD CENTER LINE COLUMN CONCRETE ELECTRICAL EQUAL EXISTING FIRE EXTINGUISHER FACE OF COLUMN FACE OF FINISH HEATING, VENTILATION, AIR CONDITIONING MECHANICAL METAL NOT IN CONTRACT
OFCI
OFOI
OPP PT SHT SIM SS TS TYP UON W/ W/O MANUF.
OWNER FURNISHED / CONTRACTOR INSTALLED OWNER FURNISHED / OWNER ONSTALLED OPPOSITE PRESSURE TREATED SHEET SIMILAR STAINLESS STEEL TUBULAR STEEL TYPICAL UNLESS OTHERWISE NOTED WITH WITHOUT MANUFACTURER
ARCHITECT
CONSTRUCTION DOCUMENTS FOR THE:
1. ALL SHEETS NOTED AT THE SHEET INDEX AND PROJECT MANUAL MUST BE ATTACHED OR ACCOMPANY THIS SET OF CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PURPOSES. OBTAIN PROPER PERMITS FOR ALL CONSTRUCTION. CONTACT THE ARCHITECT TO CONFIRM ALL CONSTRUCTION DOCUMENTS ARE CURRENT.
2. ALL WORK TO COMPLY WITH THE CURRENT 2014 STATE OF OREGON STRUCTURAL SPECIALTY CODE.
3. REFER TO THE PROJECT MANUAL FOR SPECIFICATIONS AND CONSTRUCTION INFORMATION.
4. VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT.
5. NO CONSTRUCTION ACTIVITY OF ANY KIND IS ALLOWED OUTSIDE OF THE LIMITS OF CONSTRUCTION OR LAYOUT AREA. KEEP ALL EXITS AND EXIT PATHS CLEAR DURING CONSTRUCTION.
6. ALL WORK SHALL BE COORDINATED TO ENSURE MINIMAL DISRUPTION TO NORMAL OPERATIONS CONDUCTED BY THE BUILDING OWNER AND TENANT. PROVIDE APPROPRIATE CONSTRUCTION WORK BARRIERS AS APPROVED BY THE ARCHITECT AND PROJECT MANAGER. MINIMIZE AND CONTROL SPREAD OF DUST AND OTHER CONTAMINANTS. REFER TO SECTION 01 11 00 OF THE PROJECT MANUAL.
7. ALL WORK IS REQUIRED TO BE COMPLETED IN A TIMELY MANNER AS REQUIRED PER SECTIONS 01 11 00 AND 01 35 16 OF THE PROJECT MANUAL.
8. THE CONTRACTOR SHALL LIMIT ON SITE STORAGE, LAYOUT, CONSTRUCTION TRAILERS AND PARKING AS REQUIRED PER SECTION 01 50 00 OF THE PROJECT MANUAL. THE SITE IS TO BE RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF WORK.
9. COORDINATE WITH BUILDING OWNER'S AND TENANT'S SECURITY REQUIREMENTS AS IDENTIFIED IN SECTION 01 50 00.
10. NO CONSTRUCTION ACTIVITY OF ANY KIND IS ALLOWED WITHIN THE EMERGENCY RESPONSE ZONE SHOWN ON THE FLOOR PLANS WITHOUT PRIOR WRITTEN APPROVAL FROM THE PROJECT MANAGER AND STATION CHIEF.
T1 TITLE SHEET / GENERAL PROJECT INFORMATION
FIRE STATION 7 A1.1 FIRE STATION 7 - PLANS / DETAILS (ALTERNATE No. 1) E1.1 FIRE STATION 7 - ELECTRICAL SITE PLAN / ONE LINE DIAGRAM (ALTERNATE No. 1)
A1.2 NOT USED (FIRE STATION 11 N.I.C.) A2.2 NOT USED (FIRE STATION 11 N.I.C.) E1.2 NOT USED (FIRE STATION 11 N.I.C.) E2.2 NOT USED (FIRE STATION 11 N.I.C.)
FIRE STATION 15 A1.3 FIRE STATION 15 - PLANS A2.3 FIRE STATION 15 - ELEVATIONS / SECTIONS E1.3 FIRE STATION 15 - ELECTRICAL SITE PLAN / ONE LINE DIAGRAM E2.3 FIRE STATION 15 - ELECTRICAL ENLARGED PLANS / DETAILS
OFFICE UXXX
SUMMARY CODE DESCRIPTION
Construction Area:Construction Area:Construction Area:
NO IMPACT / NO CHANGES PROPOSEDParking:
THIS PROJECT CONSISTS OF MINOR INTERIOR AND EXTERIOR IMPROVEMENTS AS INDICATED. EXITING PATHS WITHIN THE FACILITY ARE NOT MODIFIED.
FIRE STATION 7
[email protected]
ELECTRICAL
FIRE STATION 15 AND 7 VINCINITY MAP - EUGENE, OREGON 1 T1 NO SCALE
PROJECT LOCATION -
Fire Station 15 80 E. 33rd Ave. Eugene, OR 97405
SUMMARY CODE DESCRIPTION
Construction Area:Construction Area:Construction Area:
NO IMPACT / NO CHANGES PROPOSEDParking / Site:
THIS PROJECT CONSISTS OF MINOR INTERIOR AND EXTERIOR IMPROVEMENTS AS INDICATED. EXITING PATHS WITHIN THE FACILITY ARE NOT MODIFIED.
FIRE STATION 15
[email protected]
STRUCTURAL ENGINEERING
PG TG
PERMANENT GENERATOR TEMPORARY GENERATOR
ALTERNATES THIS PROJECT CONTAINS ALTERNATE WORK IN ADDITION TO THE BASE BID AS DESCRIBED IN SECTION 01 23 00 OF THE PROJECT MANUAL. BIDDERS ARE TO ENSURE THAT ALTERNATES ARE CAREFULLY REVIEWED AND INCORPORATED INTO BIDS FOR THIS PROJECT. ALTERNATES ARE ADDITIVE AND ARE AS FOLLOWS:
ALTERNATE No. 1: PROVIDE AND INSTALL ALL WORK INDICATED FOR FIRE STATION 7
OC ON CENTER
TYPICAL GENERATOR SEISMIC BOLTING REQUIREMENTS 1. VERIFY BOLT PATERN AND SIZE OF FUEL TANK AT BASE OF "TG" OFCI GENERTORS BY CONDUCTING A SITE
VISIT (77 N GARFIELD ST, EUGENE, OR). 2.
THE NEW SLAB. BOLTS SHALL PROJECT THROUGH THE HOUSEKEEPING PAD AND EXTEND A SUFFICIENT
THE BOLT TO THE UNDERLYING SOIL. 3. UPON RECEIPT OF GENERATOR AT THE INDIVIDUAL FIRE STATION SITE AND AFTER THE SLAB IS
ADEQUATELY CURED, REMOVE GENERATOR FROM TRAILER AND LIFT INTO PLACE. (RIGGING IS THE RESPONSIBILITY OF THE CONTRACTOR.) SEISMICALLY ANCHOR THE GENERATOR.
EMERGENCY RESPONSE
ZONE
GENERAL SHEET NOTES 1. SEE SHEET T1.1 FOR GENERAL PROJECT NOTES.
2. PROTECT ALL EXISTING ADJACENT SURFACES AND SITE FEATURES FROM DAMAGE DURING THE DURATION OF THE WORK; REFER TO THE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
3. PATCH/PAINT OF EXISTING CONSTRUCTION IS REQUIRED BY THIS PROJECT; REFER TO THE PROJECT MANUAL FOR ADDITIONAL INFORMATION.
4. ALL DIMENSIONS ARE TO FACE OF FINISH, U.O.N.
5. NO CONSTRUCTION ACTIVITY OF ANY KIND IS ALLOWED IN THE EMERGENCY RESPONSE ZONE WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY OF EUGENE PROJECT MANAGER AND STATION CHIEF.
1. NO ARCHITECTURAL WORK AT THIS AREA; PROTECT
2. (E) WALWAY AND CONC. PAVING; PROTECT
3. (E) LANDSCAPING TO REMAIN, PROTECT / RESTORE
4. RE-GRADE / RE-SEED AT AREA OF DISTURBANCE
5. 8' - 0" CHAIN LINK FENCING / WITH 8'-0" GATE AS INDICATED.
6. APPROX. LOCATION OF LINE BORE; SEE ELECTRICAL
7. 12" MOW STRIP, CONSTRUCT PER 6/A1.1
8. SAWCUT 2' X 2' APPROX. @ SLAB FOR SWITCHGEAR AND
GENERATOR RELATED CONDUIT. COORDINATE EXACT
SIZE/POSITION WITH ELECTRICAL; REPLACE WITH MATCHING
CONC. (PATCH/PAINT TO MATCH EXIST'G). PAINT EXPOSED
CONDUIT.
9. 5 INCH CONCRETE SLAB ON GRADE WITH THICKENED EDGE AS
INDICATED. SET AT 4 INCHES ABOVE EXISTING ADJACENT GRADE
(HIGH POINT). PROVIDE WITH 4 INCH MIN. RAISED LEVEL
HOUSEKEEPING SLAB PER FOUNDATION PLAN. SLOPE SLAB TO
DRAIN. REINFORCE AND CONSTRUCT PER FOUNDATION PLAN
4/A1.1 AND SECTION 5/A1.1.
"PG", SHOWN TO REFERENCE SIZE OF FUTURE CONCRETE
HOUSEKEEPING SLAB.
HOUSEKEEPING PAD TO UNIT AND POSITION PER FOUNDATION
PLAN
12. AT REMOVED ELEC. OUTLET: PROVIDE AND INSTALL 12" X 24" PLY.
PANEL AND CEDAR TRIM WITH SHEET METAL DRIP AT TOP SIM. TO
ADJACENT POWER METER; ALL FINISHES TO MATCH (E)
13. ELECTRICAL EQUIPMENT; SEE ELECTRICAL TO COORDINATE WORK
14. LOCATION OF ASSUMED PROPERTY LINE AT ADJACENT BETHEL SD
PROPERTY
INSTALLED
NFPA 704 HAZARD PLACARD AND "NO SMOKING" AT GATE
"NO SMOKING" AT GENERATOR EQUIPMENT
17. PROVIDE AND INSTALL 4A80BC FIRE EXTINGUISHER AT INTERIOR
OF ENCLOSURE (MIN. 10#, RATED FOR EXTERIOR MOUNTING,
AMEREX B456 OR APPROVED EQUAL)
18. RESTORE LANDSCAPING AT UNDERGROUND CONDUIT LINE BORE
SURFACE POINT. SEAL EXTERIOR WALL WATERTIGHT AT CONDUIT
PENETRATION ; PAINT EXPOSED CONDUIT AT EXTERIOR/INTERIOR
CONDITIONS. REFER TO ELECTRICAL DRAWINGS.
19. AT EXISTING CHAIN LINK FENCING: DEMOLISH FABRIC AT AREAS
SHOWN FOR NEW AND RE-USE EXISTING POSTS BY SPLICING ON
EXTENSIONS. INSTALL NEW CORNER POSTS AND RE-ATTACH
EXISTING FENCING.
ENLARGED SITE/FLOOR PLAN KEYNOTES
FOUNDATION PLAN KEYNOTES
1. 5 INCH CONCRETE SLAB ON GRADE WITH THICKENED EDGE AS INDICATED AND RESTING ON 8 INCHES COMPACTED CRUSHED ROCK. SET AT 4 INCHES ABOVE EXISTING ADJACENT GRADE (HIGH POINT) AND SLOPE SLAB TO DRAIN TO PERIMETER AS INDICATED. REINFORCE AS INDICATED AT 5/A1.1 AND PROVIDE STEEL GROUNDING ELECTRODE PER ELECTRICAL.
2. 4 INCH MIN. RAISED LEVEL HOUSEKEEPING SLAB FOR GENERATOR (AS LABELED "TG" ON ENLARGED PLAN).
3. MOW STRIP, SIM. 6/A1.1; INFILL BETWEEN EXISTING MOW STRIP AND NEW CONC. SLAB
11
PG: 42"W x 102"L
17
15
16
S1
NOTE: SLOPE SLAB AND MOW STRIP 14"/FOOT TO EXPOSED SEEDED AREAS
S6
1. RESEED (E) GRASS AREA AT PERIMETER.
2. 4" X 12" CONC. MOW STRIP WHERE SHOWN ON ENLARGED PLAN. REINFORCE W/ (1) #4 CENTERED
3. COMPACTED CRUSHED ROCK
4. 5 INCH REINFORCED CONCRETE SLAB ON GRADE WITH THICKENED EDGE AS INDICATED. SET AT 4 INCHES ABOVE EXISTING GRADE (HIGH POINT). SLOPE SLAB TO DRAIN. PROVIDE WITH 4 INCH RAISED LEVEL HOUSEKEEPING SLAB PER FOUNDATION PLAN.
5. #4 BARS @ 16" ON CENTER, EACH WAY (CENTER IN SLAB)
6. (2) - #4 BARS @ PERIMETER
SX DESIGNATES KEYNOTE TAG AS NUMBERED BELOW
SECTION KEYNOTES
1'-0"
4"
NOTE: SLOPE SLAB AND MOW STRIP 14"/FOOT TO EXPOSED SEEDED AREAS
1"
4" X 12" CONC. MOW STRIP WHERE SHOWN ON PLAN; REINFORCE WITH (1) #4 CENTERED
RESEED (E) LANDSCAPED AREA
4" COMPACTED CRUSHED ROCK
SHEET 1501/1501 FS 7_11_15
1/16"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1"=1'-0"
6 A1.1
5 A1.1
ALTERNATES THIS PROJECT CONTAINS ALTERNATE WORK IN ADDITION TO THE BASE BID AS DESCRIBED IN SECTION 01 23 00 OF THE PROJECT MANUAL. BIDDERS ARE TO ENSURE THAT ALTERNATES ARE CAREFULLY REVIEWED AND INCORPORATED INTO BIDS FOR THIS PROJECT. ALTERNATES ARE ADDITIVE AND ARE AS FOLLOWS:
ALTERNATE No. 1: PROVIDE AND INSTALL ALL WORK INDICATED FOR FIRE STATION 7
SCALE:A1.1 6 TYP. MOW STRIP
1"=1'-0"
3 A1.1
APPARATUS BAY
Eugene, Or. 97405
9
OWNER FURNISHED PORTABLE DIESEL ENGINE GENERATOR (GENSET) INSIDE WEATHERPROOF ENCLOSURE. 50 kW, 50 kVA, 120/240 VOLT, SINGLE PHASE, 3 WIRE. 75 GALLON SUB-BASE DIESEL FUEL TANK UNDER GENSET. APPROXIMATE DIMENSIONS OF ENCLOSURE AND FUEL TANK ASSEMBLY: 82" LONG, 31" WIDE, 91" HIGH. SEE ARCHITECTURAL DRAWING.
RUN CONDUIT UNDERGROUND TO GENERATOR. HORIZONTALLY BORE UNDER EXISTING SURFACES.
RADIATOR SIDE OF GENERATOR.
SEE DRAWING A1.1 FOR GENERATOR ENCLOSURE DETAILS.
REMOVE EXISTING MANUAL TRANSFER SWITCH AND INSTALL OWNER FURNISHED AUTOMATIC TRANSFER SWITCH (ATS): APPROXIMATE DIMENSIONS: 36" HIGH, 17" WIDE, 14" DEEP. MOUNT AT 6' TO TOP.
OWNER FURNISHED ENGINE GENERATOR REMOTE. MOUNT AT +48".
ENGINE EMERGENCY STOP SWITCH. SURFACE WALL MOUNT IN NEMA 3R ENCLOSURE AT +48".
APPROXIMATE ROUTING OF ENGINE GENERATOR POWER AND CONTROL WIRING. INSTALL WITH HYDRAULIC BORING MACHINE.
EXISTING CT ENCLOSURE TO REMAIN.
EXISTING MAIN SERVICE DISCONNECT TO REMAIN: 200 AMP, 240 VOLT, 1 PHASE, 3 WIRE, FUSED SAFETY SWITCH WITH 200 AMP FUSES.
EXISTING LOAD CENTER "A" TO REMAIN.
RUN (2) 20 AMP 120 VOLT CIRCUITS FROM EXISTING SPARE BREAKERS IN PANEL "C" FOR GENERATOR BLOCK HEATER AND BATTERY CHARGER.
EXISTING EWEB METER TO REMAIN.
RELOCATE TRUCK WASH MECHANICAL TIME SWITCH TO LOCATION SHOWN. MOUNT AT +48".
EXISTING GENERATOR CIRCUIT BREAKER TO BE REMOVED.
EXISTING GENERATOR OUTLET TO BE REMOVED. REMOVE OUTLET, AND ASSOCIATED CONDUIT AND WIRE.
22"X22" CONDUIT STUB UP ZONE.
ALL WORK THIS DRAWING TO BE INCLUDED IN ALTERNATE #1.
EXTEND BASE TANK EMERGENCY AND NORMAL VENT PIPES 12' ABOVE GRADE PER CITY OF EUGENE FIRE MARSHAL REQUIREMENTS.
ENLARGED ELECTRICAL PLAN NOTES
17 KW
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
J
A
J
B
GENERAL NOTES COORDINATE PATCHING AND PAINTING WITH GENERAL CONTRACTOR AT LOCATIONS WHERE EXISTING ELECTRICAL EQUIPMENT IS BEING REMOVED.
1.
19.
Jim
Pen
DN .
ZONE
GENERAL SHEET NOTES 1. SEE SHEET T1.1 FOR GENERAL PROJECT NOTES.
2. PROTECT ALL EXISTING ADJACENT SURFACES AND SITE FEATURES FROM DAMAGE DURING THE DURATION OF THE WORK; REFER TO THE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
3. PATCH/PAINT OF EXISTING CONSTRUCTION IS REQUIRED BY THIS PROJECT; REFER TO THE PROJECT MANUAL FOR ADDITIONAL INFORMATION.
4. ALL DIMENSIONS ARE TO FACE OF FINISH, U.O.N.
5. NO CONSTRUCTION ACTIVITY OF ANY KIND IS ALLOWED IN THE EMERGENCY RESPONSE ZONE WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY OF EUGENE PROJECT MANAGER AND STATION CHIEF.
DN .
15
15
PG: 42"W x 102"L
VE RI
2. (E) CURB AND AC PAVING; PROTECT
3. (E) LANDSCAPING TO REMAIN, PROTECT / RESTORE
4. RE-GRADE / RE-SEED AT AREA OF DISTURBANCE
5. 8' - 0" CHAIN LINK FENCING / GATE AS INDICATED
6. APPROX. LOCATION OF LINE BORE; SEE ELECTRICAL
7. 5 INCH CONCRETE SLAB ON GRADE WITH THICKENED EDGE AS
INDICATED. SET AT 4 INCHES ABOVE EXISTING ADJACENT GRADE
(HIGH POINT). PROVIDE WITH 4 INCH MIN. RAISED LEVEL
HOUSEKEEPING SLAB PER FOUNDATION PLAN. SLOPE SLAB TO
DRAIN. REINFORCE AND CONSTRUCT PER SECTION 2/A2.3.
PROVIDE INSERTS OR BORE FOR 8' - 0" CHAIN LINK FENCING / GATE
8. SAWCUT 2' X 2' APPROX. @ SLAB FOR SWITCHGEAR AND
GENERATOR RELATED CONDUIT. COORDINATE EXACT
SIZE/POSITION WITH ELECTRICAL; REPLACE WITH MATCHING
CONC. (PATCH/PAINT TO MATCH EXIST'G). PAINT EXPOSED
CONDUIT.
REINFORCED 8"X8"X16" CMU, PAINT TO MATCH EXISTING
10. (E) CHAIN LINK FENCE TO REMAIN, PROTECT.
11. DEMOLISH, CLEAR AND GRUB TREE.
12. DASHED LINE INDICATES POSITION OF FUTURE GENERATOR SET
"PG", SHOWN TO REFERENCE SIZE OF FUTURE CONCRETE
HOUSEKEEPING SLAB
HOUSEKEEPING PAD TO UNIT AND POSITION PER FOUNDATION
PLAN
15. ELECTRICAL EQUIPMENT- SEE ELECTRICAL TO COORDINATE
ARCHITECTURAL WORK
17. (E) BUILDING WALL TO REMAIN
18. INSTALL THE FOLLOWING OFCI SIGNS:
NFPA 704 HAZARD PLACARD AND "NO SMOKING" AT GATE
"NO SMOKING" AT GENERATOR EQUIPMENT
19. PROVIDE AND INSTALL 4A80BC FIRE EXTINGUISHER AT INTERIOR
OF ENCLOSURE (MIN. 10#, RATED FOR EXTERIOR MOUNTING,
AMEREX B456 OR APPROVED EQUAL )
20. 12" WIDE CONCRETE MOW STRIP; CONSTRUCT SIM. 4/A2.3
21. 8" X 8" OPEN CELL FOR SLAB DRAINAGE
22. RESTORE LANDSCAPING AT UNDERGROUND CONDUIT LINE BORE
SURFACE POINT. SEAL EXTERIOR WALL WATERTIGHT AT CONDUIT
PENETRATION ; PAINT EXPOSED CONDUIT AT EXTERIOR/INTERIOR
CONDITIONS. REFER TO ELECTRICAL DRAWINGS.
X DESIGNATES KEYNOTE TAG AS NUMBERED BELOW
ENLARGED SITE/FLOOR PLAN KEYNOTES
SHEET 1501/1501 FS 7_11_15
2 A1.3
FI RE
S TA
TI ON
1 A2.3
1 A2.3
3 A2.3
GENERAL SHEET NOTES 1. SEE SHEET T1.1 FOR GENERAL PROJECT NOTES.
2. PROTECT ALL EXISTING ADJACENT SURFACES AND SITE FEATURES FROM DAMAGE DURING THE DURATION OF THE WORK; REFER TO THE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
3. PATCH/PAINT OF EXISTING CONSTRUCTION IS REQUIRED BY THIS PROJECT; REFER TO THE PROJECT MANUAL FOR ADDITIONAL INFORMATION.
4. ALL DIMENSIONS ARE TO FACE OF FINISH, U.O.N.
5. NO CONSTRUCTION ACTIVITY OF ANY KIND IS ALLOWED IN THE EMERGENCY RESPONSE ZONE WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY OF EUGENE PROJECT MANAGER AND STATION CHIEF.
8'- 8"
2 A2.2
S6
S2
#4 HORIZ. @ MIDPOINT; LAP ONE BAR W/ 30"X30" "L" AT CORNERS
(2) #4; LAP ONE BAR W/ 30"X30" "L" AT CORNERS
#5 @ 16" OC
#4 HORIZ.; LAP ONE BAR W/ 30"X30" "L" AT CORNERS
45" MIN. LAP SPLICE
#5 "L" @ 16" OC
#4 BARS @ 16" ON CENTER, EACH WAY (CENTER IN SLAB)
S1 (E) CURB AND LANDSCAPED AREA
S2 GROUT FILL BETWEEN CURB AND NEW CMU
S3 COMPACTED CRUSHED ROCK
S4 5 INCH CONCRETE SLAB ON GRADE WITH THICKENED EDGE AS INDICATED. SET AT 4 INCHES ABOVE EXISTING ADJACENT GRADE (HIGH POINT). PROVIDE WITH 4 INCH MIN. RAISED LEVEL HOUSEKEEPING SLAB PER FOUNDATION AND ENLARGED PLAN. SLOPE SLAB TO DRAIN. REINFORCE WITH:
#4 BARS @ 16" ON CENTER, EACH WAY (CENTER IN SLAB AND AS DETAILED)
S5 INTENTIONALLY ROUGHEN TO 1/4" AMPLITUDE AT CMU WALL AND AT UN-REINFORCED HOUSEKEEPING PAD
S6 WALL CONSTRUCTION - SEE ALSO ENLARGED PLAN 2/A1.1: 8"X8"X16" SPLIT-FACE CMU, GROUT FILLED AND REINFORCED; COLOR AND STYLE TO MATCH (E) BLDG (PAINT)
S7 PREFINISHED SHEET METAL WALL CAP, SLOPE TO INTERIOR. PROVIDE PT WOOD SUPPORT.
SX DESIGNATES KEYNOTE TAG AS NUMBERED BELOW
SECTION KEYNOTES
2. LINE OF GRADE
4. CONCRETE SLAB ON GRADE
5. (E) CONCRETE CURB
7. 8' - 0" CHAIN LINK FENCING / GATE
8. PRE-FINISHED SHEET METAL FLASHING
9. MOW STRIP; REF. 2/A1.3
EX DESIGNATES KEYNOTE TAG AS NUMBERED BELOW
ELEVATION KEYNOTES
15 '-4
VE RI
FX DESIGNATES KEYNOTE TAG AS NUMBERED BELOW
1. 5 INCH CONCRETE SLAB ON GRADE WITH THICKENED EDGE AS INDICATED AND RESTING ON 8 INCHES COMPACTED CRUSHED ROCK. SET AT 4 INCHES ABOVE EXISTING ADJACENT GRADE (HIGH POINT) AND SLOPE SLAB TO DRAIN TO PERIMETER AS INDICATED. REINFORCE AS INDICATED AT 2/A2.3 AND PROVIDE STEEL GROUNDING ELECTRODE PER ELECTRICAL. PROVIDE INSERTS OR BORE FOR 8' - 0" CHAIN LINK FENCING / GATE
2. 4 INCH MIN. RAISED LEVEL HOUSEKEEPING SLAB FOR GENERATOR (AS LABELED "TG" ON ENLARGED PLAN).
3. EXISTING CURB EDGE
FOUNDATION PLAN KEYNOTES
1'-0"
4"
NOTE: SLOPE SLAB AND MOW STRIP 14"/FOOT TO EXPOSED SEEDED AREAS
1"
4" X 12" CONC. MOW STRIP WHERE SHOWN ON PLAN; REINFORCE WITH (1) #4 CENTERED
RESEED (E) LANDSCAPED AREA
4" COMPACTED CRUSHED ROCK
SHEET 1501/1501 FS 7_11_15
1"=1'-0"
Eugene, Or. 97405
200A
150A
ELECTRICAL PLAN NOTES
OWNER FURNISHED DIESEL ENGINE GENERATOR (GENSET). SEE ARCHITECTURAL DRAWINGS.
NEW UNDERGROUND COMMUNICATION AND 120 VOLT CIRCUIT CONDUIT. BORE UNDER EXISTING SURFACE.
STUB UP CONDUIT AT EXISTING GENERATOR OUTLET, REPLACE EXISTING OUTLET WITH JUNCTION BOX AND PULL NEW CONDUCTORS THROUGH EXISTING 2" PORTABLE GENERATOR CONDUIT AND NEW UNDERGROUND CONDUIT FOR EMERGENCY FEEDER.
NEW ENCLOSURE AROUND GENSET. SEE DRAWING A1.3
OWNER FURNISHED ENGINE GENERATOR REMOTE ANNUNCIATOR AND ENGINE EMERGENCY STOP SWITCH. SURFACE WALL MOUNT IN NEMA 1 ENCLOSURES.
ENGINE EMERGENCY STOP SWITCH. SURFACE WALL MOUNT IN NEMA 3R ENCLOSURE.
REUSE EXISTING 2" CONDUIT BETWEEN PORTABLE GENERATOR OUTLET AND MANUAL TRANSFER SWITCH.
USE EXISTING SPARE CIRCUIT BREAKERS IN PANEL "D" TO PROVIDE GENERATOR BLOCK HEATER AND BATTERY CHARGER CIRCUITS.
NEW UNDERGROUND GENERATOR FEEDER CONDUIT HORIZONTALLY BORED UNDERGROUND.
DESIGNATES KEYNOTE TAG AS NUMBERED BELOW
1.
2.
3.
4.
5.
6.
7.
8.
(E)
GENERAL NOTES COORDINATE PATCHING AND PAINTING WITH GENERAL CONTRACTOR AT LOCATIONS WHERE EXISTING ELECTRICAL EQUIPMENT IS BEING REMOVED.
1.
Jim
Pen
SLEEP
POWER/COMM.
Eugene, Or. 97405
ELECTRICAL PLAN NOTES
OWNER FURNISHED DIESEL ENGINE GENERATOR (GENSET) INSIDE WEATHERPROOF SOUND ATTENUATED ENCLOSURE. 50 kW, 50 kVA, 120/240 VOLT, SINGLE PHASE, 3 WIRE. 120 GALLON SUB-BASE DIESEL FUEL TANK UNDER GENSET. APPROXIMATE DIMENSIONS OF ENCLOSURE AND FUEL TANK ASSEMBLY: 82" LONG, 35" WIDE, 93" HIGH. INSTALL ON REINFORCED CONCRETE PAD.
NEW UNDERGROUND FEEDER HORIZONTAL BORED.
RADIATOR SICE OF GENERATOR.
EXISTING METER BASE.
NEMA 1, 150 AMP AUTOMATIC TRANSFER SWITCH (ATS) WITH SERVICE RATED MAIN CIRCUIT BREAKER APPROXIMATE DIMENSIONS: 48" HIGH, 30" WIDE, 18" DEEP. INSTALL AT EXISTING MTS / JUNCTION BOX LOCATION.
ENGINE EMERGENCY STOP SWITCH. SURFACE WALL MOUNT IN NEMA 3R ENCLOSURE.
EXISTING CT ENCLOSURE. EXISTING 120/240 VOLT, SINGLE PHASE, 3 WIRE SERVICE VOLTAGE SHALL REMAIN.
EXISTING PANEL "DP" TO REMAIN.
REMOVE EXISTING 200 AMP MANUAL TRANSFER SWITCH FOR TRAILER MOUNTED GENERATOR. EXISTING PANEL "DP" TO REMAIN.
RUN CONDUIT EXPOSED IN APPARATUS BAY, HIGH ON WALL. SEE FEEDER SCHEDULE. PROVIDE JUNCTION BOXES HIGH ON WALL, PENETRATE WALL AND LB DOWN EXTERIOR WALL AND EXTEND UNDERGROUND TO GENERATOR.
REMOVE EXISTING JUNCTION BOX.
INSTALL NORMAL AND EMERGENCY FUEL VENT PIPES 12' ABOVE GRADE PER CITY OF EUGENE FIRE MARSHAL REQUIREMENTS.
DESIGNATES KEYNOTE TAG AS NUMBERED BELOW
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GENERAL NOTES COORDINATE PATCHING AND PAINTING WITH GENERAL CONTRACTOR AT LOCATIONS WHERE EXISTING ELECTRICAL EQUIPMENT IS BEING REMOVED.
1.