Post on 08-Nov-2020
M
P
S82° 52' 14"W 617.51'
S53° 34' 12"E 965.67'
N5°
25'
45"
W
457.
50'
N31° 51' 13"W 229.15'
GENERATOR
SEPTIC TANK
SEPTIC DRAINFIELD &REPLACEMENT AREA
WETLAND
WETLAND
GR
AV
DW
Y
GR
AV
DW
Y
EXISTING CONCRETE
SLAB TO REMAIN
(E) DIRT/GRAV ROAD
(E) D
IRT/G
RA
VR
OA
D
SALT CREEK ROAD
ANIM
ALPEN
GRASSFIELD
STATE HIGHWAY 22
DWY
WETLAND
WETLAND
PROPOSED
BUILDING
FIN. FL. 220.00
WETLAND
ASPHALT DRIVEWAY
TRANSFORMER
CONCRETEPAVING
FIRE FIGHTING SUPPLYWATER TANKS PROPANE TANK
INFILTRATION / DETENTION
POND
C-001
CIVIL COVERPAGE ANDLEGEND
PROPOSED CIVIL LEGEND
GRADE
PIPE DIAMETERFLOW DIRECTION
UTILITY TYPE
3" W
168
SLOPE
MATERIAL
100 LF PVC S=0.02
LENGTH
8" SSV
C.O.
D
S
PROPOSED UTILITY LINE
PROPERTY LINE
CENTER LINE
EXISTING CONTOUR LINE
CONCRETE CURB
PROPOSED FENCE
EASEMENT LINE
WATER METER
CATCH BASIN
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
JUNCTION BOX
FIRE HYDRANT
VALVE
CLEAN OUT
PROPOSED GRADE
SLOPE ARROW FROMHIGH TO LOW
SEDIMENT FENCE
PROPOSED SIDEWALK
TRANSFORMER
LP
LC
168 PROPOSED CONTOUR LINE
8" SD EXISTING UTILITY LINETO BE REMOVED
DOUBLE CHECK DETECTORASSEMBLY VAULT
FIRE DEPARTMENTCONNECTION, F.D.C.
DF C
PROPOSED CONCRETE PAVING
PROPOSED ASPHALT PAVINGOR FULL REPLACEMENT
EXISTING GRAVEL DRIVEWAYOR PARKING
T.B.
DITCH / SWALE FLOW LINE
EXISTING GRADE
DITCH OR SWALE FLOW LINE
LANDSCAPING BY OTHERS
BLOW-OFF ASSEMBLYWITH TIE BACKS
THRUST BLOCK
PROPOSED BUILDING
FG###.##
PROPOSED GRAVEL DRIVEWAYOR PARKING
PROPOSED
BACKFLOW ASSEMBLY VAULT
M
MATERIALAC ASPHALTIC CONCRETEDI DUCTILE IRONPVC POLYVINYL CHLORIDECHDPE HIGH DENSITY POLYETHYLENECDB CONTROLLED DENSITY BACKFILLC, CONC CONCRETECI CAST IRONGR GRAVELRT REINFORCED TURF
UTILITYSS SANITARY SEWERSD STORM DRAINSEP SEPTIC TANKJB JUNCTION BOXCO CLEAN OUTG GASGEN GENERATORW WATERUPWR UNDER GROUND POWEROH PWR OVER HEAD POWERTEL TELECOMMUNICATIONSFS FIRE SERVICEFDC FIRE DEPARTMENT CONNECTIONFD FOOTING DRAINFO FIBER OPTICSOH OVERHEADPWDS PUBLIC WORKS DESIGN STANDARDSUPC UNIFORM PLUMBING CODEFRAN FRANCHISE UTILITIES
GENERALASSY ASSEMBLYBO BLOW OFFCB CATCH BASIN
CENTER LINEEP EDGE OF PAVEMENTELEV ELEVATION(E) OR EX EXISTINGFF FINISH FLOORFG FINISH GRADEHYD FIRE HYDRANTGV GATE VALVEINV INVERTMH MAN HOLEM METER, MAINPP POWER POLE
PROPERTY LINEROW RIGHT-OF-WAYSTD STANDARDSVC SERVICETC TOP OF CURBTYP TYPICALEG EDGE OF GRAVELEC EDGE OF CONCRETEBFV BUTTERFLY VALVEPUE PUBLIC UTILITY EASEMENTTW TOP OF WALLG, GUT GUTTER(N) NEWDS DOWNSPOUTFD FLOOR DRAINRB REMOVABLE BOLLARD
ABBREVIATIONS
LP
LC
VIEW OF ELEVATIONSHEET NUMBER WHERE DRAWN
SECTION INDICATOR
SECTION NUMBERSHEET NUMBER WHERE DRAWN
DETAIL INDICATOR
DETAIL NUMBERSHEET NUMBER WHERE DRAWN
KEYED CONSTRUCTION NOTE#
WORKPOINT
ELEVATION INDICATOR
DRAWING NAME
SCALE
NORTH ARROW
GRID TAGNUMBERS VERTICALLETTERS HORIZONTALA
1
REVISION CLOUD & NUMBER
SCALE BAR
#
VIEW NAME1/2" = 1'-0"
1" 2"0"
0' 4' 8'1' 2'
14"
W.P.
SYMBOLS
CIVIL KEY PLAN1" = 60'
(PLAN IS TO SCALE IF BAR MEASURES 2")
120'
1" 2"0"
0' 60'
EROSION CONTROL
CIVIL PLANS COVER PAGESW POLK FIRE DISTRICT - SALT CREEK STATION
OH LINES OH LINES OH LINES OH LINES
PH PH PH PH PH PH PH
SD SD SD SD SD SD SD
W W W W W W W W
CIVIL
INDEX OF DRAWINGSEXISTING CONDITIONS LEGENDC-001 CIVIL COVER PAGE AND LEGEND
C-002 CIVIL GENERAL NOTES
C-101 OVERALL CIVIL SITE PLAN
C-102 CIVIL DEMOLITION PLAN
C-103 OVERALL GRADING PLAN
C-104 BUILDING GRADING PLAN
C-105 OVERALL UTILITY PLAN
C-106 BUILDING UTILITY PLAN
C-107 WEST DRIVEWAY PLAN & PROFILE
C-201 SECTION VIEWS
C-202 ENLARGED PLANS AND SECTIONS
C-301 TYPICAL ROAD SECTIONS
C-302 ROAD STATION SECTIONS
C-501 DETAILS
C-502 DETAILS
C-503 FIRE SUPPLY WATER TANK DETAILS
C-504 DETAILS
C-511 OREGON STANDARD DETAILS
EC-001 EROSION CONTROL LEGEND & KEY PLAN
EC-002 STANDARD EROSION CONTROL NOTES
EC-101 EROSION CONTROL PLAN
EC-501 OREGON STANDARD DETAILS
WETLAND BOUNDARY
50' NATURAL BUFFERZONE BOUNDARY
WETLAND AREA
NATURAL BUFFER ZONE
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IVIL
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SEE OVERALL CIVIL SITE PLAN C-101SEE OVERALL DEMOLITION PLAN C-102
SEE OVERALL GRADING PLAN C-103SEE OVERALL UTILITY PLAN C-105
SEE BUILDING GRADING PLAN C-104SEE BUILDING UTILITY PLAN C-106
SEE WEST DRIVEWAYPLAN & PROFILE C-107
03-04-2020ADDENDUM 1
1
1
1
M
7
C
SD
P
S82° 52' 14"W 617.51'
S53° 34' 12"E 965.67'
N5°
25'
45"
W
457.
50'
N31° 51' 13"W 229.15'
ACCESS EASEMENTTO BENEFIT PARCEL 1OF PP 2006-02,PER DOC 2007-9373
WETLAND
GR
AV
DW
Y
GR
AV
DW
Y
EXISTING CONCRETE
SLAB TO REMAIN
(E) DIRT/GRAV ROAD
(E) D
IRT/G
RA
V R
OA
D
STATE HIGHWAY 22
DWY
WETLAND
WETLAND
PROPOSED
BUILDING
FIN. FL. 220.00
WETLAND
8" TRENCH DRAIN
GEN
SEP
3
BLDG.GRID
WP
#3
SEPTIC TANK
1GENERATOR
2
MH #1
CENTERLINE OF DRIVEWAYWEST DRIVEWAY ALIGNMENT STA 3+00N:5495.16E:4877.88
5C-501
4C-501
4C-501
4C-501
10'R
10'R
4C-501
110'
750' (N.T.S.)
750' (N.T.S.)
DRIVEWAY
4
4
DESIGNATED SEPTIC DRAIN FIELD AREA(PROPOSED & REPLACEMENT)BIDDER DESIGNED
6
7
WP #1(RADIUS CENTER POINT)
WP #2
WP #3
PAVEMENTTYPE "B" PER 1C-501
PAVEMENT
TYPE "B" PER 1C-501
PAVEMENT
TYPE "C" PER 2C-501
PAVEMENT
TYPE "B" PER
1C-501
PAVE
MEN
TTY
PE "B
" PER
1C-
501
T
FUTUREADDITION
TRANSFORMER
710'R
PAVEMENTTYPE "A" PER 1C-501
75'R(CENTERLINE OF
DRIVEWAY)
3+00
2+00
6C-501
5
8
8
8
PT
PROPANE TANK
6'-0"
FIRE FIGHTINGSUPPLY WATER
TANKS
DRY HYDRANT 100'-0" MIN.SEPARATION FROM BUILDING.PROVIDE GRAVEL PAD ATDRIVEWAY GRADE AROUNDHYDRANT.
STORMWATERDISPERSIONSWALE
TOE AT BOTTOM OF PONDN:5412.05E:5178.88
TOE AT BOTTOM OF PONDN:5445.46E:5133.60
TOE AT BOTTOM OF PONDN:5443.13E:5170.44
TOE AT BOTTOM OF PONDN:5476.55E:5125.16
TOP
TOP
TOP
TOP
FIRE
TANK
FIRE
TANK
INFILTRATION / DETENTION
POND
OVERALL CIVIL SITE PLAN1" = 30'
(PLAN IS TO SCALE IF BAR MEASURES 2")
60'
1" 2"0"
30'0'
C-101
OVERALL CIVILSITE PLAN
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IVIL
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KEYED CIVIL SITE PLAN NOTES ##GENERALSITE PLAN NOTES SPECIFICALLY CALLED OUT ON PLAN ARE IN ADDITION TO ANY INCIDENTALWORK NECESSARY TO PERFORM THE REQUIRED WORK. NOT ALL REQUIRED WORK MAY HAVEBEEN IDENTIFIED. SEE ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR ADDITIONAL SITEWORK REQUIREMENTS.
1. BACKUP GENERATOR SIZE AND EXACT LOCATION DETERMINED BY ELECTRICAL CONTRACTORTO MEET CODE.
2. SEPTIC TANK. SEE UTILITY PLAN FOR INSTALLATION REQUIREMENTS.
3. SEPTIC DRAIN FIELD. SEE UTILITY PLAN FOR INSTALLATION REQUIREMENTS.
4. 36” SQUARE EMERGENCY VEHICLE SIGN W11-8-36-DG MOUNTED ON SINGLE PERMANENTPERFORATED STEEL SQUARE TUBE SIGN SUPPORT PER OREGON STANDARD DRAWING NOS.TM681 AND TM687 ON SHEET C-505.
5. NON-SIDEWALK DRIVEWAY APPROACH PER OREGON STANDARD DRAWING NO. RD715 ONSHEET C-505.
6. START TYPE "C" CONCRETE CURB AT PROPERTY LINE. TAPER FROM 6" EXPOSURE TO 0"EXPOSURE OVER 24".
7. END TYPE "C" CURB. TAPER FROM 6" EXPOSURE TO 0” EXPOSURE OVER 24".
8. 5'x5'x6" CONCRETE STOOP.
WORK POINT LOCATION DATAMARK NORTHING EASTING
WP #1 5468.57 4948.00
WP #2 5510.68 4952.83
WP #3 5439.41 5049.39
03-04-2020ADDENDUM 1
1
1
1
220
220
M
2C-301
2C-301
SDA
C-201
BC-201
219
219
218
216
217
216
218
219
219
219
219
219
220
220
221
222
226
225
223
224
227
228
229
230
231
232
233
234
235
236
237
237
214
213
1C-301
P
S82° 52' 14"W 617.51'
S53° 34' 12"E 965.67'
N5°
25'
45"
W
457.
50'
N31° 51' 13"W 229.15'
15.67'
30.45'
25.73
' ACCESS EASEMENTTO BENEFIT PARCEL 1OF PP 2006-02,PER DOC 2007-9373
WETLAND
GR
AV
DW
Y
GR
AV
DW
Y
EXISTING CONCRETE
SLAB TO REMAIN
(E) DIRT/GRAV ROAD
(E) D
IRT/G
RA
V R
OA
D
STATE HIGHWAY 22
DWY
WETLAND
WETLAND
PROPOSED
BUILDING
FIN. FL. 220.00
WETLAND
8" TRENCH DRAIN
GEN
SEP
GR 220.00
GR 220.0
MH #1
DESIGNATED SEPTIC DRAIN FIELD AREA(PROPOSED & REPLACEMENT)BIDDER DESIGNED
T
SIM.
GR 219.90
GR 219.00
GR 218.40
2
PT
220
219
219
212
LID 221.00
STORMWATERDISPERSIONSWALE
2C-504
TOP
TOP
TOP
TOP
218
217
FIRE
TANK
FIRE
TANK
217216
215
214
214215 216
217
217
216
217
215
217
INFILTRATION / DETENTION
POND
OVERALL GRADING PLAN1" = 30'
KEYED GRADING PLAN NOTES ##
(PLAN IS TO SCALE IF BAR MEASURES 2")
60'
1" 2"0"
30'0'
BENCHMARK UTILIZED(NGS) KOR PID: QE0480 ELEV= 235.77 (NAVD 88)
DATUM HAS VERTCON DATUM SHIFT OF +3.35'FROM PUBLISHED NGVD 29 DATUM VALUE OF 232.42'
DESCRIPTION3" BRASS CAP IN CONCRETE POST APPROXIMATELY 33'
NORTH OF SALT CREEK ROAD CENTERLINE ANDAPPROXIMATELY 3' SOUTHERLY OF A WOOD FENCE
WHICH RUNS NORTHWEST TO SOUTHEAST
C-103
OVERALLGRADING PLAN
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IVIL
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proj
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2020
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GENERALGRADING PLAN NOTES SPECIFICALLY CALLED OUT ON PLAN ARE IN ADDITION TO ANY INCIDENTALOR OTHER GRADING NECESSARY TO PERFORM THE REQUIRED WORK. NOT ALL REQUIREDGRADING MAY HAVE BEEN IDENTIFIED. SEE PLANS OF ARCHITECT AND OTHER CONSULTANTS FOROTHER ITEMS NOT RELATED TO CIVIL DESIGN.1. REMNANTS OF WHAT IS THOUGHT TO BE AN OLD WEIGH STATION PULL OUT EXISTS BETWEEN
THE HIGHWAY ROADSIDE DITCH AND A SWALE ALONG THE PROPERTY LINE. REALIGN DITCHBY CREATING A NEW DITCH IN LOCATION SHOWN AND FILLING EXISTING ROADSIDE DITCH WITHCOMPACTED CRUSHED ROCK TO FORM A UNIFORM SHOULDER MATCHES INTO EXISTINGSHOULDER EACH WAY FROM REALIGNED DITCH SECTION. RESTORE DISTURBED SHOULDERPER ODOT SPECIFICATION USING SHOULDER AGGREGATE PER SECTION 02640 OF 2018 ODOTSTANDARD SPECIFICATIONS.
2. NON-SIDEWALK DRIVEWAY APPROACH PER OREGON STANDARD DRAWING NO. RD715 ONSHEET C-511.
2"E2"E2"E2"E1222"2 SEE SHEET C-104 FOR ENLARGED
BUILDING GRADING PLAN
STRUCTURE LOCATION DATA(CENTER OF STRUCTURE)
MARK NORTHING EASTING
AD #1 5402.36 4968.55
AD #2 5499.77 4911.36
AD #3 5518.21 4951.70
CB #1 5562.40 4953.61
CB #2 5541.96 4996.57
MH #1 5481.28 5101.46
7777
SEE ENLARGED PLAN ON C-202
03-04-2020ADDENDUM 1
1
1
1
BUILDING GRADING PLAN1" = 20'
(PLAN IS TO SCALE IF BAR MEASURES 2")
40'
1" 2"0"
20'0'
BENCHMARK UTILIZED(NGS) KOR PID: QE0480 ELEV= 235.77 (NAVD 88)
DATUM HAS VERTCON DATUM SHIFT OF +3.35'FROM PUBLISHED NGVD 29 DATUM VALUE OF 232.42'
DESCRIPTION3" BRASS CAP IN CONCRETE POST APPROXIMATELY 33'
NORTH OF SALT CREEK ROAD CENTERLINE ANDAPPROXIMATELY 3' SOUTHERLY OF A WOOD FENCE
WHICH RUNS NORTHWEST TO SOUTHEAST
C-104
BUILDINGGRADING PLAN
1375
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IVIL
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Carlson Veit Junge Architects PCcopyright c
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date:
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nts:
proj
ect:
2020
2-12-202007018
CF, GLGL
SW
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KEYED GRADING PLAN NOTES ##GENERALGRADING PLAN NOTES SPECIFICALLY CALLED OUT ON PLAN ARE IN ADDITION TO ANY INCIDENTALOR OTHER GRADING NECESSARY TO PERFORM THE REQUIRED WORK. NOT ALL REQUIREDGRADING MAY HAVE BEEN IDENTIFIED. SEE PLANS OF ARCHITECT AND OTHER CONSULTANTS FOROTHER ITEMS NOT RELATED TO CIVIL DESIGN.1. REMNANTS OF WHAT IS THOUGHT TO BE AN OLD WEIGH STATION PULL OUT EXISTS BETWEEN
THE HIGHWAY ROADSIDE DITCH AND A SWALE ALONG THE PROPERTY LINE. REALIGN DITCHBY CREATING A NEW DITCH IN LOCATION SHOWN AND FILLING EXISTING ROADSIDE DITCH WITHCOMPACTED CRUSHED ROCK TO FORM A UNIFORM SHOULDER MATCHES INTO EXISTINGSHOULDER EACH WAY FROM REALIGNED DITCH SECTION. RESTORE DISTURBED SHOULDERPER ODOT SPECIFICATION USING SHOULDER AGGREGATE PER SECTION 02640 OF 2018 ODOTSTANDARD SPECIFICATIONS.
2. NON-SIDEWALK DRIVEWAY APPROACH PER OREGON STANDARD DRAWING NO. RD715 ONSHEET C-511.
1. FOLLOW DISTRICT GUIDELINES FOR TRAFFIC CONTROL. NO HOLIDAY OR WEEKENDCLOSURES. NO LANE CLOSURES DURING COMMUTE TIMES (6AM-9AM AND 4PM-6PMMONDAY-THURSDAY). OFF HIGHWAY BY NOON ON FRIDAY (9:00AM-12:00PM).
2. ALL UTILITY/MISC. WORK TO BE ACCOMPLISHED WITHIN THE ODOT RIGHT OF WAY MUST BEPERMITTED SEPERATELY. CONTACT THOMAS SAGERS AT Thomas.E.Sagers@odot.state.or.us FORA PERMIT APPLICATION IF REQUIRED.
3. REPLACE ANY STRIPING IN THE STATE HIGHWAY RIGHT-OF-WAY THAT IS WORN FROMCONSTRUCTION ACTIVITIES.
4. CONTRACTOR TO PROVIDE A WRITTEN AND DRAWN PLAN WITHIN THE TRAFFIC CONTROLPLANS (TCP) THAT IDENTIFIES REQUIREMENTS FOR PROVIDING SAFE, EFFECTIVE ANDACCESSIBLE ROUTES FOR PEDESTRIANS THROUGH OR AROUND THE WORK ZONE INCLUDINGTEMPORARY PEDESTRIAN ACCESSIBLE ROUTE (TPAR) DETAILS, ADVANCE PUBLICNOTIFICATION; AND, CONSTRUCTION AND MAINTENANCE RESPONSIBILITIES. THE DEFINITIONOF A TPAR IS - AN AREA WITHIN A WORK ZONE, MARKED BY SIGNING, DELINEATION ANDTRAFFIC CONTROL DEVICES (TCD), FOR THE USE OF PEDESTRIANS TO NAVIGATE THROUGH ORAROUND THE WORK ZONE. THE TPAR SHALL BE INCLUDED AS PART OF THE TCP.
5. WHEN CONSTRUCTION ACTIVITIES BLOCK OR INTERFERE WITH NORMAL PEDESTRIANROUTING, PROVIDE SAFE PASSAGE FOR PEDESTRIANS EITHER THROUGH THE CONSTRUCTION,OR REROUTED AROUND THE CONSTRUCTION, UTILIZING ODOT STANDARD DRAWING TM844AND THE REQUIREMENTS OF THE 2015 OREGON STANDARD SPECIFICATIONS FORCONSTRUCTION (BROWN BOOK), PAGE 141, SUBSECTION 00220.02, 8TH BULLETED ITEM WITHREFERENCE TO THE SUBSEQUENT BULLETED ITEMS.
6. WHEN CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO CLOSE AN ACTIVE TRAFFIC LANE ONTHE STATE HIGHWAY, SUBMIT A WORK ZONE TRAFFIC CONTROL PLAN WHICH INCLUDES A(PEDESTRIAN REROUTING PLAN) TO THE ODOT DISTRICT 3 PERMIT OFFICE FOR REVIEW ANDAPPROVAL PRIOR TO THE CLOSURE. THE WORK ZONE TRAFFIC CONTROL PLAN SHALL MEETAPPLICABLE CURRENT MUTCD STANDARDS.
7. WHEN CONSTRUCTION ACTIVITIES BLOCK OR INTERFERE WITH SHOULDERS OR BIKE LANES,INSTALL A 48 INCH " BICYCLES ON ROADWAY " SIGN IN ADVANCE OF EACH SHOULDER OR BIKELANE CLOSURE AT SIGN SPACING “A” FROM THE “TCD SPACING TABLE” SHOWN ON ODOTSTANDARD DRAWING TM800.
8. ANY ABRUPT EDGE GREATER THAN 2 INCHES IN DEPTH, CLOSER THAN 4 FEET FROM ANACTIVE TRAFFIC LANE, AND HAVING A DURATION LONGER THAN 72 HOURS, SHALL BEREQUIRED TO FOLLOW THE "TYPICAL ABRUPT EDGES SIGNING DETAIL" ON ODOT STANDARDDRAWING TM800.
9. WHEN CONSTRUCTION ACTIVITIES BLOCK OR INTERFERE WITH NORMAL OPEN STATEHIGHWAY SHOULDER CONDITIONS, AND THESE IMPACTS LAST LONGER THAN 72 HOURS,FOLLOW THE TEMPORARY SIGNING AND DELINEATION REQUIREMENTS OF ODOT STANDARDDRAWINGS TM800, TM843 (RIGHT LANE CLOSURE - OMIT TAPER “L” FOR SHOULDER CLOSURE)AND TM851 (SHOULDER CLOSURE) CONFIGURATION.
ODOT RELATED GENERAL NOTES
STRUCTURE LOCATION DATA(CENTER OF STRUCTURE)
MARK NORTHING EASTING
AD #1 5402.36 4968.55
AD #2 5499.77 4911.36
AD #3 5518.21 4951.70
CB #1 5562.40 4953.61
CB #2 5541.96 4996.57
MH #1 5481.28 5101.46
PLAN
TRUE
SEE ENLARGED PLAN ON C-202
03-04-2020ADDENDUM 1
1
1
W
WW
WW
W
W
W
W
W
OH
PW
R
OH
PW
RO
HP
WR
TEL TEL
TEL
TEL
SDTEL
TEL
TEL
TEL
TEL
M
12" SD
3/4" W
2" W
6" S
D
6" SD
4" RD
12" SD
6" S
D
CO
SD
6" SD
50LF CONC.
2" W
2" W
CO
TEL
TEL
TEL
TEL
UPWR
UPWR
UPW
R
4" S
S
6" S
D
4" R
D
CO
CO
12" SD
12" SD
P
S82° 52' 14"W 617.51'
34' 12"E 965.67'
N5°
25'
45"
W
457.
50'
N31° 51' 13"W 229.15'
ACCESS EASEMENTTO BENEFIT PARCEL 1OF PP 2006-02,PER DOC 2007-9373
RCP 12" = 235.93 RCP 12" = 235.09
WETLAND
GR
AV
DW
Y
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AV
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EXISTING CONCRETE
SLAB TO REMAIN
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(E) D
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RA
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OA
D
STATE HIGHWAY 22
DWY
WETLAND
WETLAND
PROPOSED
BUILDING
FIN. FL. 220.00
WETLAND
8" TRENCH DRAIN
DITCH
DITCH
DIT
CH
DITCH
INV ±234.80
INV ±233.0
GEN
SEP
3C-502
DESIGNATED SEPTIC DRAIN FIELD AREA(PROPOSED & REPLACEMENT)BIDDER DESIGNED
WP #1(RADIUS CENTER POINT)
WP #2
WP #3
T
5
4
5
2
1
10
CB #1
CB #2
AD #1
AD #2
AD #3
MH #1
4
4" R
D
PT
3C-504
8
3/4" W
6" S
D
12" SD OUTFALLINV 214.00
TOP
TOP
TOP
TOP
STORMWATERDISPERSIONSWALE
8" SD
FIRE
TANK
FIRE
TANK
FIRE FIGHTING WATERSUPPLY TANKS
12" SD
INFILTRATION / DETENTION
POND
OVERALL UTILITY PLAN1" = 30'
(PLAN IS TO SCALE IF BAR MEASURES 2")
60'
1" 2"0"
30'0'
A ALL CONSTRUCTION IN A PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL BE IN ACCORDANCEWITH THE LOCAL JURISDICTION'S STANDARD CONSTRUCTION SPECIFICATIONS AND ANYSPECIAL PROVISIONS INCLUDED AS A PART OF THE APPROVED PLANS.
B OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITYNOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THETELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-232-1987.
C SEE SITE PLANS FOR BUILDING DIMENSIONS, PARKING LAYOUTS, SIDEWALK WIDTHS, ANDSIMILAR INFORMATION.
D VERIFY EXACT POSITIONS OF UTILITY SERVICE ENTRY POINTS WITH PLUMBING ANDELECTRICAL PLANS, BY OTHERS.
E CONSTRUCT PRIVATE UTILITY TRENCH BEDDING AND BACKFILL PER DETAIL 3 ON C-502.F ALL DOWNSPOUT LATERALS ARE TO BE 4" DIA. UNLESS NOTED OTHERWISE. SEE
ARCHITECTURAL PLANS FOR CONNECTION TO DOWNSPOUT.G STORM DRAIN AND SANITARY SEWER PIPE MATERIAL
WITHIN 5' OF A BUILDING FOUNDATION:USE ASTM 1785 SCHEDULE 40 PVC PIPE WHERE COVER IS 12 INCHES OR GREATER.USE ANSI CLASS 50 DUCTILE IRON PIPE WHERE COVER IS LESS THAN 12 INCHES.
BEYOND 5' OF A BUILDING FOUNDATION:USE ASTM D3034 SDR35 PVC PIPE WHERE COVER IS 24 INCHES OR GREATER. USEASTM 1785 SCHEDULE 40 PVC PIPE WHERE COVER IS 12 INCHES OR GREATER.USE ANSI CLASS 50 DUCTILE IRON PIPE WHERE COVER IS LESS THAN 12 INCHES.
H STORM DRAIN AND SANITARY SEWER PIPE SIZE AND SLOPEALL STORM DRAIN AND SANITARY SEWER PIPE SLOPES TO BE 0.01'/FT. MINIMUMUNLESS NOTED OTHERWISE.ALL STORM DRAIN SIZING PER OPSC DESIGN METHOD UNLESS PIPE IS MARKED WITHA SLOPE LESS THAN 0.01'/FT.PIPE SLOPES INDICATED ARE APPROXIMATE MINIMUM SLOPES BASED ON THE STATEDINVERTS. INSTALL PIPES ACCORDING TO INVERTS NOTED ON PLAN AND INSTRUCTURE SCHEDULE.UNLESS NOTED OTHERWISE ALL FITTINGS ARE TO BE CONCENTRIC. PIPE INVERTELEVATIONS NOTED AT FITTINGS ARE CALCULATED FOR THE LARGEST DIAMETER PIPECONNECTED TO THAT FITTING. TEES TO BE SANITARY TEE OR WYE WITH 1/8 TH BEND.
I CLEANOUTS ON SANITARY SEWER AND STORM DRAIN PIPING TO BE SPACED MAXIMUM OF 100FEET APART. CLEANOUTS ARE REQUIRED FOR EACH AGGREGATE HORIZONTAL CHANGE INDIRECTION EXCEEDING 135 DEGREES (OPSC 719).
J COVER ON SANITARY SEWER AND STORM DRAIN CLEANOUT TO BE 18" TALL CAST IRON VALVEBOX AND COVER. INSTALL FLUSH WITH FINISHED GRADE.
GENERAL UTILITY PLAN NOTES
BENCHMARK UTILIZED(NGS) KOR PID: QE0480 ELEV= 235.77 (NAVD 88)
DATUM HAS VERTCON DATUM SHIFT OF +3.35'FROM PUBLISHED NGVD 29 DATUM VALUE OF 232.42'
DESCRIPTION3" BRASS CAP IN CONCRETE POST APPROXIMATELY 33'
NORTH OF SALT CREEK ROAD CENTERLINE ANDAPPROXIMATELY 3' SOUTHERLY OF A WOOD FENCE
WHICH RUNS NORTHWEST TO SOUTHEAST
C-105
OVERALL UTILITYPLAN
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12121212121212121212
WWWW
SEE SHEET C-106 FOR ENLARGEDBUILDING UTILITY PLAN SEE SHEET C-106 FOR KEYED UTILITY
PLAN, NOTES AND STORMWATERSTRUCTURE SCHEDULE
SEE ENLARGED PLAN ON C-202
STRUCTURE LOCATION DATA(CENTER OF STRUCTURE)
MARK NORTHING EASTING
AD #1 5402.36 4968.55
AD #2 5499.77 4911.36
AD #3 5518.21 4951.70
CB #1 5562.40 4953.61
CB #2 5541.96 4996.57
MH #1 5481.28 5101.46
03-04-2020ADDENDUM 1
1
1
1
1
BUILDING UTILITY PLAN1" = 20'
(PLAN IS TO SCALE IF BAR MEASURES 2")
40'
1" 2"0"
20'0'
BENCHMARK UTILIZED(NGS) KOR PID: QE0480 ELEV= 235.77 (NAVD 88)
DATUM HAS VERTCON DATUM SHIFT OF +3.35'FROM PUBLISHED NGVD 29 DATUM VALUE OF 232.42'
DESCRIPTION3" BRASS CAP IN CONCRETE POST APPROXIMATELY 33'
NORTH OF SALT CREEK ROAD CENTERLINE ANDAPPROXIMATELY 3' SOUTHERLY OF A WOOD FENCE
WHICH RUNS NORTHWEST TO SOUTHEAST
C-106
BUILDINGUTILITY PLANPLANTRUE
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GENERALUTILITY NOTES SPECIFICALLY CALLED OUT ON PLAN ARE IN ADDITION TO ANY INCIDENTAL WORKNECESSARY TO PERFORM THE REQUIRED WORK. NOT ALL REQUIRED UTILITY WORK MAY HAVEBEEN IDENTIFIED. SEE ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR ADDITIONALUTILITY WORK.
1. COORDINATE WITH PERRYDALE WATER DISTRICT FOR INSTALLATION OF NEW SERVICE TOEXTEND FROM EXISTING TAP TO NEW METER LOCATION. CONTRACTOR TO EXCAVATE, SHOREAND BACKFILL TRENCH AS REQUIRED WATER DISTRICT. WATER DISTRICT WILL INSTALL 3/4"SERVICE AND 3/4" METER.
2. CONTRACTOR TO REINSTALL METER BOX IN NEW LOCATION OUTSIDE NEW DRIVEWAYAPPROACH AND AGREED UPON WITH PERRYDALE WATER DISTRICT.
3. MODIFY END OF EXISTING CULVERT TO FIT INTO REALIGNED DITCH.
4. PRIMARY POWER SERVICE IN BURIED CONDUIT. SEE ELECTRICAL SITE PLANS FOR PRIMARYPOWER CONDUIT SIZE AND EXACT LOCATION, AND ALL OTHER FACILITIES AND CONDUITSREQUIRING ELECTRICAL SERVICE.
5. PRIMARY TELECOMMUNICATION SERVICE IN BURIED CONDUIT. SEE ELECTRICAL SITE PLANSFOR PRIMARY TELECOMMUNICATION CONDUIT SIZE AND EXACT LOCATION, AND ALL OTHERFACILITIES AND CONDUITS REQUIRING TELECOMMUNICATION SERVICE.
6. PROPOSED 1,500 GAL. TWO-CELL SEPTIC TANK AND PACKAGED EFFLUENT PUMP SYSTEM WITHOVERFLOW ALARMS MOUNTED TO BUILDING. EXACT SIZE, LOCATION AND ORIENTATION TO BEDETERMINED IN FIELD AND APPROVED BY OWNER AND ARCHITECT PRIOR TO INSTALLATION.TANK, PUMP AND INSTALLATION TO BIDDER DESIGNED AND PERMITTED TO MEET POLKCOUNTY ENVIRONMENTAL HEALTH DEPT. REQUIREMENTS.
7. PROPOSED SEPTIC DRAIN FIELD WITH 150' TOTAL PIPE LENGTH. PROVIDE EFFLUENT SEWERPIPE, DROP BOXES, HEADER PIPING AND LATERAL PIPING IN DISPOSAL TRENCHES. EXACTLOCATION AND LAYOUT TO BE DETERMINED IN FIELD AND APPROVED BY OWNER, ARCHITECTAND COUNTY SANITARIAN PRIOR TO INSTALLATION.
8. FIRE FIGHTING SUPPLY WATER TANKS: (2) OLD CASTLE 816-SOLID-7 UNDERGOUND VAULTS.SEE TANK CONFIGURATION ON SHEET C-502.INDIVIDUAL STORAGE CAPACITY: 6,450 GALTOTAL STORAGE CAPACITY: 12,900 GAL
9. FIRE FIGHTING SUPPLY WATER TANK FILL LINE, FLOAT SWITCH DETAILS, CONNECTIONS,ELECTRICAL SERVICE, TANK RISERS, AND VENTS TO BE BIDDER DESIGNED.
KEYED UTILITY PLAN NOTES ##
MH #148” DIA. MANHOLE PER DETAIL 1 ON C-502RIM = SEE PLANINVERT 6” IN SW 215.42 (FROM BLDG ROOF DRAINS)INVERT 12” IN W 214.50 (FROM STORM DRAINS)INVERT 12” OUT S 214.30 (TO DETENTION POND)
CB #124” SQUARE DITCH INLET CATCHBASIN PER DETAIL 5 ON C-502RIM = SEE PLANINVERT 10” OUT N = 216.50
CB #224” SQUARE CATCHBASIN PER DETAIL 1 ON C-502RIM = SEE PLANINVERT 6” OUT SW = RIM - 18”
AD #124” DIA. BELL-END CONCRETE CULVERT PIPE PER DETAIL 2 ON C-502RIM = SEE PLANINVERT 6” OUT = RIM - 12”
AD #224” DIA. BELL-END CONCRETE CULVERT PIPE PER DETAIL 2 ON C-502RIM = SEE PLANINVERT 6” OUT = RIM - 18”
AD #324” DIA. BELL-END CONCRETE CULVERT PIPE PER DETAIL 2 ON C-502RIM = SEE PLANINVERT 6” OUT = RIM - 18”INVERT 4” IN = RIM - 18”
TRENCH DRAIN8” TRENCH DRAIN PER DETAIL 4 ON C-502RIM = SEE PLANDEPTH VARIES WITH 0.5% BUILT-IN BOTTOM SLOPE. SEE PLAN FOR INVERTS.
TDCB8” IN-LINE CATCHBASIN MATCHING TRENCH DRAIN MANUFACTURER.RIM = SEE PLANINVERT 6” OUT SW = 215.09
STORM WATER STRUCTURE SCHEDULE
STRUCTURE LOCATION DATA(CENTER OF STRUCTURE)
MARK NORTHING EASTING
AD #1 5402.36 4968.55
AD #2 5499.77 4911.36
AD #3 5518.21 4951.70
CB #1 5562.40 4953.61
CB #2 5541.96 4996.57
MH #1 5481.28 5101.46
SEE ENLARGED PLAN ON C-202
03-04-2020ADDENDUM 1
1
1
1
DISPERSION SWALE PLAN1" = 5'-0"
(PLAN IS TO SCALE IF BAR MEASURES 2")1" 2"0"
0' 10'5'
C-202
ENLARGEDPLANS ANDSECTIONS
DISPERSION SWALE SECTION3/4" = 1'-0"
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AC-202
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SD
SD
SD
SD
SDSD
MM
S82° 52' 14"W 617.51'
S53° 34' 12"E 965.67'
N5°
25'
45"
W
457.
50'
N31° 51' 13"W 229.15'
RCP 12" = 239.52 RCP 12" = 235.93RCP 12" = 235.09
WETLAND
WETLAND
GR
AV
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EXISTING CONCRETE
SLAB TO REMAIN
(E) DIRT/GRAV ROAD
(E) D
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SALT CREEK ROAD
GRASSFIELD
GRASSFIELD
STATE HIGHWAY 22
WETLAND
WETLAND
WETLAND
NATURAL BUFFER ZONE
NATURAL BUFFER ZONE
NATURAL BUFFER ZONE
3
38
8
8
8
3
3
100' MAX.
100' MAX.
100' MAX.
100' MAX.
7
6
20' WIDE CHECK DAMS, TYP.
6
6
6
6
100' MAX.
100' MAX.
100' MAX.
10' WIDE CHECKDAMS, TYP.
11
5
7
9
CONSTRUCTIONSITE ENTRANCE.SEE 4
2
1
50' NATURAL BUFFERZONE BOUNDARY
WETLAND BOUNDARY
100' MAX.
3
EROSION CONTROL PLAN1" = 40'
KEYED EROSION CONTROL PLAN NOTES ##
(PLAN IS TO SCALE IF BAR MEASURES 2")
80'
1" 2"0"
40'0'
GENERALTHESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" CONSTRUCTION.IMPLEMENTATION OF "WET WEATHER" CONSTRUCTION MEASURES ARE REQUIRED BETWEENOCTOBER 1 AND MAY 31. IN ADDITION TO MINIMUM SPECIFIC BMP'S IDENTIFIED IN THESE KEYEDNOTES, CONTRACTOR AND HIS SITE INSPECTOR ARE RESPONSIBLE TO FOLLOW ALLREQUIREMENTS OF THE “STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES”ON SHEET EC-002 AND OF THE “GENERAL PERMIT - NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM STORMWATER DISCHARGE PERMIT”. CONTRACTOR AND THEIR SITE INSPECTOR SHALL BERESPONSIBLE FOR ADD TO THE BMP'S NOTED HERE AS NEEDED TO ENSURE THE INTEGRITY OFTHE SYSTEM.
1. DELINEATE AND CLEARLY MARK OFF WETLAND BOUNDARY. REFER TO THE “GENERAL PERMIT -NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STORMWATER DISCHARGE PERMIT”FOR ADDITIONAL REQUIREMENTS OF PROTECTION AND DEMARCATION.
2. DELINEATE AND CLEARLY MARK OFF NATURAL BUFFER ZONE WITH FLAGS, TAPE OR SIMILARMARKING DEVICES. REFER TO THE “GENERAL PERMIT - NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM STORMWATER DISCHARGE PERMIT” FOR ADDITIONAL REQUIREMENTS OFPROTECTION AND DEMARCATION.
3. PROVIDE SECONDARY EROSION AND SEDIMENT CONTROLS FOR WORK AREAS WITHIN THENATURAL BUFFER ZONE CONSISTING OF A TYPE 8 COMPOST FILTER SOCK OR WATTLE PEROREGON STANDARD DRAWING RD1032 ON SHEET EC-501. MAINTAIN IN ACCORDANCE WITHSTANDARD ESCP DRAWING NOTES ON SHEET EC-002.
4. INSTALL CONSTRUCTION ENTRANCE PER OREGON STANDARD DRAWING RD1000 ON SHEETEC-501, AND IN ACCORDANCE WITH STANDARD ESCP DRAWING NOTES ON SHEET EC-002.PERFORM ALL REQUIRED WHEEL CLEANING ACTIVITIES IN AREA SUCH THAT THE SEDIMENTDOES NOT ENTER THE RIGHT-OF-WAY BUT IS INSTEAD CAPTURED ON SITE. SWEEP PAVEDPORTION OF CONSTRUCTION SITE ENTRANCE AS NEEDED TO MINIMIZE TRACKING OFSEDIMENT OFF SITE.
5. PRIOR TO THE START OF CONSTRUCTION, PROTECT EXISTING STORMWATER INLETS PEROREGON STANDARD DRAWING RD1010 AND RD1015 ON SHEET EC-501. MAINTAIN INACCORDANCE WITH STANDARD ESCP DRAWING NOTES ON SHEET EC-002 UNTIL FINALGROUND COVER IS ESTABLISHED OR INLET IS REMOVED.
6. DURING CONSTRUCTION, AS STORMWATER INLETS ARE CONSTRUCTED INSTALL INLETPROTECTION PER OREGON STANDARD DRAWING RD1010 AND RD1015 ON SHEET EC-501. SEEUTILITY PLAN FOR LOCATION OF PROPOSED STORMWATER INLET TO BE INSTALLED. MAINTAININ ACCORDANCE WITH STANDARD ESCP DRAWING NOTES ON SHEET EC-002 UNTIL FINALGROUND COVER IS ESTABLISHED OR THE COMPLETION OF CONSTRUCTION.
7. PRIOR TO THE START OF CONSTRUCTION, INSTALL TYPE 3 BIO-FILTER BAG CHECK DAM PEROREGON STANDARD DRAWING RD1005 ON SHEET EC-501. MAINTAIN IN ACCORDANCE WITHSTANDARD ESCP DRAWING NOTES ON SHEET EC-002.
8. INSTALL SEDIMENT BARRIER PRIOR TO THE START OF CONSTRUCTION. SILT FENCE PEROREGON STANDARD DRAWING RD1040 ON SHEET EC-501, TYPE 9 COMPOST FILTER BERM PEROREGON STANDARD DRAWING RD1033 ON SHEET EC-501, OR TYPE 8 COMPOST FILTER SOCKOR WATTLE PER OREGON STANDARD DRAWING RD1032 ON SHEET CE5.02 ARE ACCEPTABLEALTERNATES. MAINTAIN IN ACCORDANCE WITH STANDARD ESCP DRAWING NOTES ON SHEETEC-002.
9. PROTECT STOCKPILES AND EXCAVATED SLOPES PER ODOT DETAIL NO. DET6001 ON SHEETEC-501AND IN ACCORDANCE WITH STANDARD ESCP DRAWING NOTE 23 ON SHEET EC-002.CONSTRUCT MULTIPLE FACILITIES IN VARYING LOCATIONS AS NEEDED DURING THE LIFE OFTHE PROJECT. RE-ESTABLISH PERMANENT GROUND COVER ONCE NO LONGER IN USE.
10. AT STORM DRAIN OUTFALL, CONSTRUCT PERMANENT OUTFALL STRUCTURE PER CIVILCONSTRUCTION DOCUMENTS, OR PROVIDE TEMPORARY SCOUR BASIN/ENERGY DISSIPATERPER OREGON STANDARD DRAWING RD1050 ON SHEET EC-501.
11. UNLESS CONCRETE OVERAGE IS HAULED OFF SITE, PROVIDE CONCRETE MANAGEMENTFACILITY PER STANDARD DETAIL NO. 1070 ON SHEET EC-501OR PORTABLE CONTAINMENTTANK AT CONTRACTOR'S OPTION, AND IN ACCORDANCE WITH STANDARD ESCP DRAWINGNOTES ON SHEET EC-002. LOCATE DESIGNATED WASHOUT AREA AS FAR FROM STORMDRAINS, OPEN DITCHES OR WATER BODIES AS POSSIBLE (OVER 50' AWAY IS PREFERRED).MULTIPLE FACILITIES IN VARYING LOCATIONS AS NEEDED DURING THE LIFE OF THE PROJECT.
EC-101
EROSIONCONTROL PLAN
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###
03-04-2020ADDENDUM 1
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FOUNDATION PLANS COVER PAGESW POLK RURAL FIRE DISTRICT - SALT CREEK FIRE STATION
APPLICABLE CODES2019 OREGON STRUCTURAL SPECIALTY CODE (BASED ON THE 2018 IBC)
STRUCTURAL DESIGN CRITERIABUILDING COLLATERAL LOAD: 5 PSF
ROOF SNOW LOAD DATA:GROUND SNOW LOAD - 19 PSFSNOW EXPOSURE FACTOR, CE - 1.0SNOW IMPORTANCE FACTOR, IS - 1.2THERMAL FACTOR, CT - 1.1FLAT-ROOF SNOW LOAD - 17.56 PSFSLOPED ROOF SNOW LOAD - 15.10 PSFRAIN-ON-SNOW ROOF SURCHARGE LOAD - 0 PSFMIN. ROOF SNOW LOAD PER OSSC = 24 PSFDESIGN ROOF SNOW LOAD = 24 PSF
WIND DESIGN DATARISK CATEGORY - IVULTIMATE DESIGN WIND SPEED, VULT (3-SECOND GUST) - 107 MPHNOMINAL DESIGN WIND SPEED, VASD - 83 MPHWIND EXPOSURE, CE - CNOMINAL DESIGN WIND PRESSURE = 21.7 PSF (MWFRS)
EARTHQUAKE DESIGN DATASITE ADDRESS: 15455 SALT CREEK ROADLATITUDE: 44.992 NLONGITUDE: 123.345 WANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDUREBASIC SEISMIC FORCE-RESISTING SYSTEM(S) - DETERMINED BY PEMB MANUFACTURER.RESPONSE MODIFICATION COEFFICIENT(S) - DETERMINED BY PEMB MANUFACTURER.SITE CLASS - ESEISMIC DESIGN CATEGORY - DRISK CATEGORY - IVSEISMIC IMPORTANCE FACTOR, IE - 1.5MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS
SS = 0.967S1 = 0.491
DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERSSDS = 0.838SD1 = 0.720
SEISMIC RESPONSE COEFFICIENT(S) - DETERMINED BY PEMB MANUFACTURER.DESIGN BASE SHEAR(S) - DETERMINED BY PEMB MANUFACTURER.
BUILDING DEFLECTION LIMITSDRIFT: H/150VERTICAL: 1/180 (TOTAL LOAD)
SPECIAL LOADSNONE
SYSTEMS AND COMPONENTS REQUIRING SPECIAL INSPECTIONS FOR SEISMIC RESISTANCENONE
MAXIMUM ALLOWABLE DEAD PLUS LIVE LOAD FOOTING PRESSURE - 1500 PSFSEE GEOTECHNICAL INVESTIGATION AND REPORT BELOW.
GEOTECHNICAL INVESTIGATION AND REPORTTHE STRUCTURAL DESIGN IS BASED ON OWNER-ACCEPTED RECOMMENDATIONS CONTAINED INTHE GEOTECHNICAL REPORT PREPARED BY BRANCH ENGINEERING DATED FEBRUARY 10, 2020WHICH WAS MADE PART OF THE CONSTRUCTION CONTRACT. CONTRACTOR SHOULD REFER TOREPORT FOR SPECIFIC RECOMMENDATIONS RELATED TO SITE STRIPPING AND CLEARING,TREATMENT OF EXPOSED SUB-GRADE, PLACEMENT OF STRUCTURAL FILLS, REUSE OF NATIVEMATERIAL AS STRUCTURAL FILL, COMPACTION AND REQUIRED OBSERVATION OR TESTING DURINGCONSTRUCTION. ALL RECOMMENDATIONS SHOULD BE FOLLOWED.
SCOPE OF STRUCTURAL ENGINEERING SERVICESTHE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THEWORKING DRAWINGS FOR THIS PROJECT. THE CONSTRUCTION MUST BE PERFORMED IN STRICTACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BEAPPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ERRORS AND/OR OMISSIONS FOUND ONTHE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTIONIMMEDIATELY.
FIELD MEASUREMENT AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THESTRUCTURAL ENGINEER'S RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED)EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THESTRUCTURAL ENGINEER OF ANY DISCREPANCIES.
INADVERTENT MISLABELING OF DETAILS OF WORK WHICH ARE NECESSARY TO CARRY OUT THEINTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED,SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH MISLABELED DETAILS OF THEWORK BUT THEY SHALL PERFORM AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED INTHE DRAWINGS AND SPECIFICATIONS.
MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS DESIGNED BY OTHER TRADESTHE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURALSYSTEM. RESPONSIBILITY FOR THE DESIGN OF MECHANICAL, ELECTRICAL OR PLUMBING SYSTEMSNOT SHOWN, OR SHOWN SCHEMATICALLY ON THE STRUCTURAL PLANS, REST WITH THE SPECIFICTRADE DESIGNER OF THAT SYSTEM AND NOT THE STRUCTURAL ENGINEER.
PREFABRICATED SYSTEMS DESIGNED BY OTHERSTHE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURALSYSTEM, EXCEPT FOR ANY COMPONENTS NOTED AS PRE-MANUFACTURED, PRE-FABRICATED ORPRE-ENGINEERED ON THE PLANS OR IN THE SPECIFICATIONS. RESPONSIBILITY FOR ANYSECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURALPLANS REST WITH THE MANUFACTURER OF THAT SYSTEM AND NOT THE STRUCTURAL ENGINEER.
SUCH SYSTEMS INCLUDE BUT ARE NOT LIMITED TO:1. PRE-ENGINEERED STEEL STRUCTURES
S-001
STRUCTURALTITLE PAGE
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designed by:
2020
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GENERALIF A DISCREPANCY IS FOUND BETWEEN GENERAL NOTES, PROJECT SPECIFICATIONS ORDRAWINGS, NOTIFY THE STRUCTURAL ENGINEER FOR CLARIFICATION.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. THE STRUCTURALENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH THE ARCHITECTURAL AND OTHERTRADE DRAWINGS.SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
1. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED.2. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.3. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED
AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS ETC.4. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN.5. FLOOR AND ROOF FINISHES.6. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
SEE MECHANICAL, PLUMBING AND ELECTRICAL TRADES DRAWINGS FOR THE FOLLOWING:1. PIPE RUNS, SLEEVES, HANGERS, TRENCHES WALL AND SLAB OPENINGS, ETC., EXCEPT AS
SHOWN OR NOTED.2. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALL AND SLABS.3. CONCRETE INSERTS FOR FIXTURES.4. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR
MOUNTS.
METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THECONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN ANDENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.
THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALLPROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORSDURING CONSTRUCTION. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDEREVIEW OF THE ABOVE ITEMS.
OPENINGS, POCKETS ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESSSPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOADPER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURES HAVENOT ATTAINED DESIGN STRENGTH.
WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMATING ANDCONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERYINSTANCE.
SHOP DRAWINGSSHOP DRAWINGS ARE DRAWINGS, DIAGRAMS, SCHEDULES AND OTHER DATA SPECIALLYPREPARED FOR THE WORK BY THE CONTRACTOR TO ILLUSTRATE SOME PORTION OF THE WORK.SHOP DRAWINGS ARE NOT CONTRACT DOCUMENTS. THE PURPOSE OF THEIR SUBMITTAL IS TODEMONSTRATE FOR THE PORTIONS OF THE WORK FOR WHICH SUBMITTALS ARE REQUIRED THEWAY THE CONTRACTOR PROPOSES TO CONFORM TO THE INFORMATION GIVEN AND THE DESIGNCONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS PREPARED BY ASUBCONTRACTOR, MANUFACTURER, SUPPLIER OR DISTRIBUTOR AND THEN SUBMIT THOSE SHOPDRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW. BY APPROVING AND SUBMITTING SHOPDRAWINGS, THE CONTRACTOR REPRESENTS THAT HE HAS DETERMINED AND VERIFIED MATERIALS,FIELD MEASUREMENTS AND FIELD CONSTRUCTION THERETO, OR WILL DO SO, AND HAS CHECKEDAND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH SUBMITTALS WITH THEREQUIREMENTS OF THE WORK.
THE STRUCTURAL ENGINEER WILL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTIONUPON THE SUBMITTALS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITHINFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS.REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING THEACCURACY AND COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES, ORFOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT ORSYSTEM, ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR.
THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM THEREQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE STRUCTURAL ENGINEER'S APPROVAL OFSHOP DRAWINGS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE STRUCTURALENGINEER IN WRITING OF SUCH DEVIATION AT THE TIME OF SUBMITTAL AND THE STRUCTURALENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. THE STRUCTURALENGINEER'S APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR OFRESPONSIBILITY FOR DEVIATIONS.
SUBMITTALS SHALL BE PROVIDED WHEN NOTED IN SPECIFICATIONS AND DRAWINGS, INCLUDINGBUT NOT LIMITED TO:
1. CONCRETE MIX DESIGN2. STEEL REINFORCING FOR FOOTINGS AND SLABS3. PRE-FABRICATED STRUCTURES AND MEMBERS4. FABRICATED STRUCTURAL STEEL5. ANCHOR RODS AND EMBEDDED ANCHORS
GENERAL STRUCTURAL NOTESSTRUCTURAL DESIGN CRITERIA NOTES
VIEW OF ELEVATIONSHEET NUMBER WHERE DRAWN
SECTION INDICATOR
SECTION NUMBERSHEET NUMBER WHERE DRAWN
DETAIL INDICATOR
DETAIL NUMBERSHEET NUMBER WHERE DRAWN
KEYED CONSTRUCTION NOTE#
WORKPOINT
ELEVATION INDICATOR
DRAWING NAME
SCALE
NORTH ARROW
GRID TAGNUMBERS VERTICALLETTERS HORIZONTALA
1
REVISION CLOUD & NUMBER
SCALE BAR
#
VIEW NAME1/2" = 1'-0"
1" 2"0"
0' 4' 8'1' 2'
14"
SYMBOLS
W.P.
CONT. CONTINUOUSCOM. COMMONDIA. DIAMETERDEG. DEGREESGALV. GALVANIZEDH.S.A. HEADED STUD ANCHORMAX. MAXIMUMMIN. MINIMUM(E) EXISTING(N) NEWO.C. ON CENTERSIM. SIMILARTYP. TYPICALTF TOP OF FOOTINGM.O. MASONRY OPENINGFD FOUNDATION DRAINCJ CONSTRUCTION JOINTDF DOUGLAS FIRHF HEMLOCK FIRP.T. PRESSURE TREATEDTR THREADED RODEWL ENGINEERED WALL LINESC SAWCUTBB BOND BEAMCRS COURSE
ABBREVIATIONS
STRUCTURAL LEGEND
PF3 FOOTING DESIGNATION,SEE FOOTING SCHEDULE
FOUNDATION DRAIN
INDEX OF DRAWINGSS-001 STRUCTURAL TITLE PAGES-002 STATEMENT OF SPECIAL INSPECTIONS-101 FOUNDATION PLANS-501 STRUCTURAL DETAILS
03-04-2020ADDENDUM 1
1
1
TYPICAL SLAB1" = 1'-0"
1S-501
SLAB JOINTS1" = 1'-0"
2S-501
SIDEWALL PERIMETER FOOTING1" = 1'-0"
3S-501
AT OVERHEAD DOOR1" = 1'-0"
4S-501
THICKENED SLAB
SEE PLANFOR THICKNESS
6" MIN.
1 1/2" CLR.
CONCRETE SLAB WITHREINFORCING PER PLAN.
VAPOR RETARDERDIRECTLY BELOW SLAB
PER ARCHITECTURAL PLANS
PREPARED SUBGRADEPER CIVIL PLANS
CL
CL
FIN. FLOOR1"
2" CLR.
12"
2"
SLOPE
LAP 12"
SLAB
1/4 SLAB THICKNESS
CONSTRUCTION JOINT (CJ)
SAWCUT (SC)
SEEFOOTING
SCHEDULE
12"
24"
FIN. FLOORSEE PLAN
1
1
ED
GE
OF
SLA
B
FOOTING
SEE FOOTINGSCHEDULE
FOOTING
6" MAX.
APPROACH SLAB
CONSTRUCTION JOINT, 1/8"TOOLED RADIUS EACH EDGE
SAWCUT
TYPICAL SLABREBAR
PREVENT BOND
BREAK EVERY THIRDBAR AT SAWCUT
LOCATION
FOOTING DRAIN IN DRAINROCK WITH FILTERFABRIC ENVELOPE
L-BAR MATCHING SLAB REINFORCINGSIZE AND SPACING
BASE ANGLE FOR FASTENINGMETAL SIDING AT SIDEWALL.ENDWALL SHOWN AT SIMILAR
TYPICALSLAB REBAR
#4 CONTINUOUSTOP AND BOTTOM
FINISH GRADE
8"
FOOTING REBAR,SEE SCHEDULE
#4 BARS AT 16" O.C. WITH STD.90 DEG. HOOK INTO FOOTING,WHERE FOOTING OCCURS.ALTERNATE HOOK DIRECTION.3" CLR.
4"
ED
GE
OF
SLA
B
4"FOR ADDITIONAL INFORMATIONSEE DETAIL 3 ON S-501.
GRID GRID
18"
PREPARED SUBGRADEPER CIVIL PLANS
STRIP FOOTING (SF),WHERE OCCURS
ANCHOR ROD1-1/2" = 1'-0"
7S-501
EMBEDMENT INTOFOUNDATION.SEE DETAIL
MATERIALSANCHOR ROD - (ASTM F1554)HEAVY HEX NUTS - (ASTM A563)STANDARD FLAT WASHERS - (ASTM F844)
PROJECT ABOVECONCRETE PER
PEMB PLANS
HEAVY HEX NUT ANDWASHER PER PEMB PLANS
STEEL COLUMNBASE PLATE
ANCHOR RODGRADE ANDDIAMETER PERPEMB PLANS.
STANDARD FLATWASHER WITHDOUBLE HEAVYHEX NUT
END WALL AND CORNER COLUMN FOOTING1" = 1'-0"
5S-501
FRAME COLUMN FOOTING1" = 1'-0"
6S-501
SEE FOOTING SCHEDULE
SEE PLANFIN. FLOOR
SEE FOOTING SCHEDULE
3"CLR.
SEE FOOTINGSCHEDULE
A" 135° HOOKS
B" 4"
14" ANCHOR BOLTEMBEDMENT DEPTH
FIN. FLOORSEE PLAN
2" CLR.
FOOTING REBAR,SEE SCHEDULE
FOR ADDITIONAL INFORMATIONSEE DETAIL 5 ON S-501
CROSS-TIE REBAR.SEE FOUNDATION PLAN
8S-501(4) #4 DOWELS WITH STD. 90° HOOKS
FOOTING DRAIN IN DRAINROCK WITH FILTERFABRIC ENVELOPE
FOOTING REBAR,SEE SCHEDULE
CONTINUE ALL PERIMETERREINFORCING THROUGH
COLUMN FOOTING
(3) #3 TIES AROUND DOWELS,2" O.C. IN TOP 6" AND AS SHOWN
ANCHOR ROD DIAMETER AND LAYOUT PERORIGINAL BUILDING MANUFACTURER PLANS.SEE ANCHOR BOLT DETAIL 7 ON S5.1.
HAIRPIN REBAR, SEEFOUNDATION PLAN
6" MAX.
11
14" ANCHOR BOLTEMBEDMENT DEPTH
SEE FOOTINGSCHEDULE
4" MIN.ALL SIDES
8"
PREPARED SUBGRADEPER CIVIL PLANS
PREPARED SUBGRADEPER CIVIL PLANS
GRID
SEE PEMBPLANS
CL
SEE PEMBPLANS
FOOTING &ANCHOR RODS
GRID CL FOOTING &
ANCHOR RODS
CONTRACTOR TO VERIFY "A" AND "B"DIMENSIONS TO FIT ANCHOR BOLTPATTERN AND REBAR DOWELS
18" 18"
ED
GE
OF
SLA
B
THRUST TIE IN SLAB1" = 1'-0"
8S-501
CL
4"
SEEFOOTING
SCHEDULE
SEEFOOTING
SCHEDULE
GRID
1S-501
CROSS-TIE REBAR.SEE FOUNDATIONPLAN FOR SIZE,LAPS AND LAYOUT.
TYPICAL SLABREBAR
SAW CUT
STOP TYPICAL SLAB REBARTHROUGH THRUST TIE ZONE
PREPARED SUBGRADEPER CIVIL PLANS
1-1/2"AIR GAP
1" FROM CREW TODEFLECTION
TRACK FLANGE
WALL STUD
GYPSUM WALL FINISH
550T250-33 WALL TOPTRACK
#8 SCREWS AT 6" O.C.DO NOT ATTACH TRACKSTO EACH OTHER
562T250-54 DEFLECTION TRACK. FASTENTO BOTTOM OF EACH ROOF PURLINWITH (3) #10 SCREWS. DO NOT FASTENGYPSUM TO DEFLECTION TRACK.
ROOF PURLIN
PERPENDICULAR TO PURLINS
METAL ROOFING
1" AIR GAP
WALL TO ROOF CONNECTIONS3" = 1'-0"
9S-501 S-501
STRUCTURALDETAILS
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Carlson Veit Junge Architects PCcopyright c
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date:
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nts:
proj
ect:
designed by:
2020
2-12-202007018
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1
03-04-2020ADDENDUM 1
1
SALT CREEK RD
H
W
Y
2
2
WETLAND
WETLAND
WETLAND
GEN
SEPTIC
TANK
SEPTIC
DRAINFIELD &
REPLACEMENT
CONC
PAVING
PARKING (6)
ASPHALT
UNDERGROUND
FIRE WATER TANK
3
3
5
'
-
4
"
ZONE: FF (FARM/FOREST)
TAX LOT: 0750600 00100
TOTAL SITE AREA: 5.25 AC
USE: FIRE SERVICE FACILITY PROVIDING RURAL
FIRE PROTECTION SERVICES
BUILDING AREA: 5,040 SF
PARKING PROVIDED: 6 SPACES (1 VAN ACCESSIBLE)
LOADING PROVIDED: 2 SPACES
ZONING CODE
EXIST CONC
BUILDING PAD
GRAVEL
DRIVEWAY
2
6
'-
0
"
T
Y
P
S
82°52'1
4"W
617.51'
N
3
1
°
5
1
'
1
3
"
W
2
2
9
.
1
5
'
N05°25'45"W
457.50'
S
5
3
°
3
4
'
1
2
"
W
9
6
5
.
6
7
'
T
3
5
'
-
0
"
ASPHALT
GRAVEL
FUTURE
BUILDING
ADDITION
DRY HYDRANT
FIRE STATION
STORMWATER
RETENTION &
TREATMENT
LOADING
AREA (2
SPACES)
PROPANE
TANK
98'-4"
287'-10"
1
1
0
'
-
0
"
2
0
6
'
-
0
"
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of:
Carlson Veit Junge Architects PC
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revisions:
co
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2020
02-12-2020
07018
A-100-X-07018
NW
OVERALL
SITE PLAN
A-100
SW
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ADDENDUM 1
SITE PLAN
1" = 40'-0"
A-101
1
1
1
1
AutoCAD SHX Text1
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AutoCAD SHX TextC
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AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextT
AutoCAD SHX TextC
AutoCAD SHX TextE
AutoCAD SHX TextO
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextG
AutoCAD SHX TextO
AutoCAD SHX TextN
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextA
AutoCAD SHX TextT
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextSALEM, OREGON
AutoCAD SHX TextMICHAEL W. JUNGE
AutoCAD SHX TextI
AutoCAD SHX TextG
AutoCAD SHX TextT
7
0
'
-
7
"
1
9
'
-
0
"
5
'
-
0
"
2
6
'
-
0
"
2
5
'
-
3
"
5
2
'
-
1
0
"
5
'
-
0
"
2
3
'
-
0
"
1
8
'
-
0
"
6
'-
0
"
T
Y
P
1
6
3
'
-
2
1
2
"
R
=
6
2
'
3
6
'
-
0
"
F
U
T
U
R
E
B
L
D
G
A
D
D
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T
I
O
N
1
8
'
-
0
"
5
4
'-
9
1
2
"R
=
1
0
7
'
CONC SLAB FOR
GENERATOR
SEPTIC TANK
3
6
'
-
0
"
CONC
SIDEWALK
PAINTED STL
PIPE BOLLARD
TYP OF 6, SEE
DTL 3/A-101
PAINTED STL
PIPE BOLLARD
TYP OF 8, SEE
DTL 3/A-101
±
2
8
'
-
1
"
C
O
N
C
A
S
P
H
A
L
T
C
O
N
C
A
S
P
H
A
L
T
CONC SLAB FOR
TRANSFORMER
(2) 12' x 30'
LOADING ZONES
G
R
A
V
E
L
C
O
N
C
1
8
4
'
-
71
2"
R
=
8
8
'
PROPANE TANK, OFOI.
CONTRACTOR TO
INSTALL CONC SLAB
& ALL CONNECTIONS
9'-0"9'-0"
24" MIN
MIN
29
"
2
'
-
0
"
4
"
P
A
I
N
T
E
D
L
I
N
E
S
,
T
Y
P
2
ACCESSIBLE PAINTED STRIPING
1/8" = 1'-0"
36°
N
O
P
A
R
K
I
N
G
2'-6
"
WHEEL
STOP
R7-8 & R7-8A,
POST-MOUNTED @
7'-0" ABOVE
PARKING SURFACE
PAVEMENT
STENCIL WHITE
4'-0"
18"
3'-0"
SLOPING CONCRETE BASE
CONCRETE BASE
ROUNDED CONCRETE CAP
3
PIPE BOLLARD DETAIL
1/2" = 1'-0"
PRIME COATED 6" Ø
STEEL PIPE FILLED W/
CONCRETE, PAINT
6"
sheet:
of:
Carlson Veit Junge Architects PC
copyright c
project:
dwg file:
drawn by:
checked by:
date:
revisions:
co
nsu
lta
nts:
pro
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2020
02-12-2020
07018
A-100-X-07018
NW
PARTIAL SITE
PLAN & DETAILS
A-101
SW
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F
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03-04-2020
ADDENDUM 1
1
LARGE SCALE SITE PLAN
1" = 20'
A-101
2
1
AutoCAD SHX Text1
AutoCAD SHX TextI
AutoCAD SHX TextH
AutoCAD SHX TextR
AutoCAD SHX TextC
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextT
AutoCAD SHX TextC
AutoCAD SHX TextE
AutoCAD SHX TextO
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextG
AutoCAD SHX TextO
AutoCAD SHX TextN
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextA
AutoCAD SHX TextT
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextSALEM, OREGON
AutoCAD SHX TextMICHAEL W. JUNGE
AutoCAD SHX TextI
AutoCAD SHX TextG
AutoCAD SHX TextT
A
C
71 2 4 5
B
6
W
DR
YER
3
WH-11
P-500
HB-1
HB-1
FD-1
FD-1
S-2
CW-13
P-501
3P-500
FD-1
TP-14
P-501
FD-1
TP-14
P-501
1-1/2"DCW1-1/4"DHW 1
WC-1
L-1
SH-1
2" DOMESTIC COLDWATER FROM (E)METER
2"DCW1-1/2"DHW
3/4"DCW1/2"DHW
1-1/2"DCW1-1/2"DHW
HB-1
FS-1
WC-1
WC-1DF-1
SH-1
L-1 L-1
S-1
WB-1
1/4"DCW
3/4"DCW3/4"DHW
BELOW GRADETO ISLAND SINK
IM-1
3/4"DCW3/4"DHW1
2
3/4"DCW3/4"DHW3
1/2"DCW1/2"DHW3
3P-501
3/4"LPGTO UH-01
SEE M-100
1/2"LPG
8P-501
REGULATOR11" W.C.
7P-501
71/2"LPG FROM LIQUEFIED
PETROLEUM GAS TANK LPG-02
KEYED NOTES
STUB-OUT FOR FUTURE CONNECTION.
TERMINATE WATER PIPES BELOW FINISH FLOOR. PROVIDESUFFICIENT CLEARANCE AROUND THE PIPES, ANDSTANDOFF FROM THE CONCRETE SLAB, IN THE FORM OF AVALVE BOX (NDS OR APPROVED ALTERNATIVE) WITH LID(FLUSH WITH FINISHED FLOOR) SUCH THAT FUTURECONNECTION CAN BE MADE FOR EXTENSION TO FUTUREFIXTURES.
PIPE UP IN WALL. STUB-OUT OVER THE CEILING.
LPG TANK LOCATIONS TO BE VERIFIED BY OWNERS ANDARCHITECT.
GAS PIPING SHALL BE STEEL PIPE WITH PVC COATING(YELLOW) OR APPROVED POLYETHYLENE PIPE WITH 18GAUGE COPPER TRACER ATTACHED TO PIPING ANDTERMINATE ABOVE GROUND AT BOTH ENDS. PIPE TO BEPLACED AT A MINIMUM 24" DEPTH. PROVIDE CAUTION TAPE 6INCHES ABOVE GAS PIPE.
WHERE GAS PIPING IS TO BE ROUTED UNDER PAVING,CONTRACTOR TO ENCASE PIPE IN MIN. TWO INCHES OFCONCRETE ALL AROUND PIPE.
LPG PIPING SHALL INCLUDE DRIP LEG AND SHALL BEDRAINED BY BALL VALVE SUITABLE FOR LPG APPLICATION.
PROVIDE 6" POURED CONCRETE PAD WITH MINIMUM 1/2"REBAR REINFORCEMENT AND J-BOLTS (OR EPOXY/ROD) FORPOSITIVE ANCHORING. ALTERNATIVELY, APPROVEDENGINEERED FOOTINGS MAY BE USED.
FINAL TANK CONFIGURATION TO BE DETERMINED BY CIVILAND ARCHITECTURAL.
FUTURE FIXTURES.
1
x
2
3
4
5
6
7
8
9
GENERAL NOTES
1. FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY,DRAWINGS ARE DIAGRAMMATIC AND FOR DESIGN INTENTONLY. CONTRACTOR MUST VERIFY ALL DIMENSIONS BYFIELD MEASUREMENT BEFORE BEGINNING ANY FABRICATIONOR CONSTRUCTION.
2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLESTATE AND LOCAL CODES IN ACCORDANCE WITH THECURRENT INTERNATIONAL MECHANICAL CODE.
3. ALL NEW MATERIAL, METHODS, AND EQUIPMENT SHALL BEINSTALLED IN STRICT ACCORDANCE WITH THE BUILDINGSTANDARDS AS APPROVED BY THE OWNER.
4. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN STRICTACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
5. COORDINATE WITH OTHER TRADES EXACT LOCATION OFPIPING WITH EQUIPMENT, LIGHTING, DUCTING, ETC.
6. COORDINATE FINAL EQUIPMENT CONNECTION LOCATIONSWITH FINISH PLUMBER.
7. COORDINATE FORMING OF FLOOR CONSTRUCTION TORECEIVE DRAINS TO REQUIRED INVERT ELEVATIONS.
8. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS,BEST PRACTICES, AND WARRANTY.
9. INSULATE ALL COLD AND HOT WATER PIPES AND PROVIDEPIPE IDENTIFICATION AS CALLED OUT IN SPECIFICATIONS.
10. INSTALL NEW FLOOR DRAINS, SANITARY SEWER PIPING, ANDVENTING AS SHOWN. PROVIDE MINIMUM SLOPE OF 1/4" PERFOOT FOR ALL HORIZONTAL DRAINAGE PIPING. ALL VENTPIPING SHALL BE ABOVE FLOOD RIM LEVEL OF HIGHESTFIXTURE BEFORE CONNECTION TO COMMON VENTS.
11. COORDINATE INVERTS AND CONNECTION OF SANTARYSEWER DRAIN INTO SEPTIC SYSTEM (BY OTHERS).
12. FIRE CAULK ALL FIRE WALL PENETRATIONS.
MINIMUM 750 GALLON LIQUEFIEDPETROLEUM GAS TANK
1-1/
2"LP
G
MINIMUM 250 GALLON LIQUEFIEDPETROLEUM GAS TANK
1/2"
LPG
GAS SHUT-OFFAND 2PSI REGULATOR
GAS SHUT-OFFAND 2PSI REGULATOR
65
TO EMERGENCY GENERATOR(SEE ELECTRICAL), MAXIMUM 900 FEET
65
LPG02
LPG01
84
1/2"LPG TO HVAC EQUIPMENT (SEE #1/P-100)MAX 2,000 FEET
6M-501
8P-501
6M-501
8P-501
84
9
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20 4 8 16
1 SCALE: 3/16" = 1'-0"HOT AND COLD WATER PLUMBING PLAN BASE BID
HOT AND COLD WATERPLUMBING PLAN BASEBID
P-100
20 4 8 16
2 SCALE: 3/16" = 1'-0"PROPANE TANK FARM
ADDENDUM 1 03-04-201
1
Alan L. WrightDigitally signed by Alan L. WrightDN: C=US, E=alan.wright@RACI-Engineering.com,O=RACI, CN=Alan L. WrightReason: I am the author of this documentDate: 2020.03.04 08:51:57-08'00'
A
C
71 2 4 5
B
63
DW
W
DR
YER
WH-11
P-500
HB-1
HB-1
FD-1
FD-1
S-2
CW-13
P-501
3P-500
FD-1
TP-14
P-501
FD-1
TP-14
P-501
1-1/2"DCW1-1/4"DHW
WC-1
L-1
SH-1
2" DOMESTIC COLDWATER FROM (E)METER
2"DCW1-1/2"DHW
3/4"DCW1/2"DHW
1-1/2"DCW1-1/2"DHW
HB-1
FS-1
WC-1
WC-1DF-1
SH-1
L-1 L-1
S-1
1/2"DCW1/2"DHW
11
3/4"DCW3/4"DHW
WB-1
3/4"DCW1/2"DHW
3/4"DCW3/4"DHW
DW-1
IM-1
1/4"DCW
3/4"DCW3/4"DHW
BELOW GRADETO ISLAND SINK
1
3P-501
3/4"LPGTO UH-01
SEE M-100
1/2"LPG
8P-501
REGULATOR11" W.C.
7P-501
71/2"LPG FROM LIQUEFIED
PETROLEUM GAS TANK LPG-02
KEYED NOTES
STUB-OUT, VALVE, AND CAP FOR FUTURE CONNECTION.
NOT USED.
NOT USED.
LPG TANK LOCATIONS TO BE VERIFIED BY OWNERS ANDARCHITECT.
GAS PIPING SHALL BE STEEL PIPE WITH PVC COATING(YELLOW) OR APPROVED POLYETHYLENE PIPE WITH 18GAUGE COPPER TRACER ATTACHED TO PIPING ANDTERMINATE ABOVE GROUND AT BOTH ENDS. PIPE TO BEPLACED AT A MINIMUM 24" DEPTH. PROVIDE CAUTION TAPE 6INCHES ABOVE GAS PIPE.
WHERE GAS PIPING IS TO BE ROUTED UNDER PAVING,CONTRACTOR TO ENCASE PIPE IN MIN. TWO INCHES OFCONCRETE ALL AROUND PIPE.
LPG PIPING SHALL INCLUDE DRIP LEG AND SHALL BEDRAINED BY BALL VALVE SUITABLE FOR LPG APPLICATION.
PROVIDE 6" POURED CONCRETE PAD WITH MINIMUM 1/2"REBAR REINFORCEMENT AND J-BOLTS (OR EPOXY/ROD) FORPOSITIVE ANCHORING. ALTERNATIVELY, APPROVEDENGINEERED FOOTINGS MAY BE USED.
FINAL TANK CONFIGURATION TO BE DETERMINED BY CIVILAND ARCHITECTURAL.
FUTURE FIXTURES.
1
x
4
5
6
7
8
2
3
9
GENERAL NOTES
1. FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY,DRAWINGS ARE DIAGRAMMATIC AND FOR DESIGN INTENTONLY. CONTRACTOR MUST VERIFY ALL DIMENSIONS BYFIELD MEASUREMENT BEFORE BEGINNING ANY FABRICATIONOR CONSTRUCTION.
2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLESTATE AND LOCAL CODES IN ACCORDANCE WITH THECURRENT INTERNATIONAL MECHANICAL CODE.
3. ALL NEW MATERIAL, METHODS, AND EQUIPMENT SHALL BEINSTALLED IN STRICT ACCORDANCE WITH THE BUILDINGSTANDARDS AS APPROVED BY THE OWNER.
4. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN STRICTACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
5. COORDINATE WITH OTHER TRADES EXACT LOCATION OFPIPING WITH EQUIPMENT, LIGHTING, DUCTING, ETC.
6. COORDINATE FINAL EQUIPMENT CONNECTION LOCATIONSWITH FINISH PLUMBER.
7. COORDINATE FORMING OF FLOOR CONSTRUCTION TORECEIVE DRAINS TO REQUIRED INVERT ELEVATIONS.
8. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS,BEST PRACTICES, AND WARRANTY.
9. INSULATE ALL COLD AND HOT WATER PIPES AND PROVIDEPIPE IDENTIFICATION AS CALLED OUT IN SPECIFICATIONS.
10. INSTALL NEW FLOOR DRAINS, SANITARY SEWER PIPING, ANDVENTING AS SHOWN. PROVIDE MINIMUM SLOPE OF 1/4" PERFOOT FOR ALL HORIZONTAL DRAINAGE PIPING. ALL VENTPIPING SHALL BE ABOVE FLOOD RIM LEVEL OF HIGHESTFIXTURE BEFORE CONNECTION TO COMMON VENTS.
11. COORDINATE INVERTS AND CONNECTION OF SANTARYSEWER DRAIN INTO SEPTIC SYSTEM (BY OTHERS).
12. FIRE CAULK ALL FIRE WALL PENETRATIONS.
MINIMUM 750 GALLON LIQUEFIEDPETROLEUM GAS TANK
1-1/
2"LP
G
MINIMUM 250 GALLON LIQUEFIEDPETROLEUM GAS TANK
1/2"
LPG
GAS SHUT-OFFAND 2PSI REGULATOR
GAS SHUT-OFFAND 2PSI REGULATOR
65
TO EMERGENCY GENERATOR(SEE ELECTRICAL), MAXIMUM 900 FEET
65
LPG02
LPG01
84
84
1/2"LPG TO HVAC EQUIPMENT (SEE #1/P-103)MAX 2,000 FEET
6M-501
8P-501
6M-501
8P-501
9
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20 4 8 16
1 SCALE: 3/16" = 1'-0"HOT AND COLD WATER PLUMBING PLAN ALTERNATE #1
HOT AND COLD WATERPLUMBING PLANALTERNATE #1
P-103
20 4 8 16
2 SCALE: 3/16" = 1'-0"PROPANE TANK FARM
ADDENDUM 1 03-04-201
1
Alan L. WrightDigitally signed by Alan L. WrightDN: C=US, E=alan.wright@RACI-Engineering.com,O=RACI, CN=Alan L. WrightReason: I am the author of this documentDate: 2020.03.04 08:52:20-08'00'
MATERIAL AS PER SPECIFICATION
FLOW
45° TYP
CLEANOUT BOX WITHCOVER-MARKED "CO"
CLEANOUT ADAPTERWITH CLEANOUT PLUG
FINISH GRADE
CONCRETESUBSTRUCTURE
SEWER PIPING
ELBOW OR WYE FITTING AS REQUIRED
1 SCALE: NOT TO SCALEFLOOR CLEANOUT DETAIL
FLOOR LINE
PVC DWV PIPE
PLUGGED TEE
WALL
MAY EXTEND AS AWASTE OR VENT LINE.
CHROME WALLCOVERAND SCREW
9"
2 SCALE: NOT TO SCALEWALL CLEAN-OUT DETAIL
112" VENT
CLEANOUT
2" WASTE
2" P-TRAP
2" STAND PIPE
FINISHED FLOOR
COLDHOTHOSE BIBB
SUPPLY FITTING
APPR
OX.
36"
A.F
.F.
3 SCALE: NOT TO SCALEWASHER BOX DETAIL 4 SCALE: NOT TO SCALE
TRAP PRIMER DETAIL
1/2" COPPER TUBINGTO EACH FLOOR DRAIN
DISTRIBUTION UNIT
WALL ACCESS PANEL
TRAP PRIMER
COLD WATERDISTRIBUTION LINE
COPPER TEE (UPRIGHT)
3/4" COPPER ELBOWS
5 SCALE: NOT TO SCALEINDIRECT WASTE DETAIL
FLOOR
SINK
TEIL-PIECE
CONDENSATEFROM HVAC
PROVIDE NEW TRAPWITH TRAP PRIMER CONNECTION
VENT PIPE UP
NEW FLOOR SINK 12"x12"x6"
WATERPROOF COVERINGSLOPED TOWARD (DIMPLED)
DRAIN GRATE
DOME-TYPE GRATING
HEAVY DUTY BRONZE TOP
3/8" SOFT COPPER PIPETRAP PRIMER
SLOPE 1/4"/FT
FLOW
6 SCALE: NOT TO SCALEFLOOR SINK INSTALLATION DETAIL
PIPE, SUSPENDAS SPECIFIED.
SLEEVE
ESCUTCHEON
WALL (TYPICAL)
WEATHER SEAL WITHAPPROVED FIRE
PROOFING MATERIAL
NOTES:1. NEATLY CUT/BORE WALL AS REQUIRED TO INSTALL PIPE.
ALLOW FOR ADEQUATE SLOPE WHEN BORING HOLES.2. REPAIR EXPOSED FINISH WHERE DAMAGED BY CUTTING
PENETRATION.
9 SCALE: NOT TO SCALEPIPE PENETRATION DETAIL
TRENCH WIDTHAS REQUIRED
CO
VER
SEE
BELO
W
VAR
IES
PAVEDAREA
UNPAVEDAREA
8 SCALE: NOT TO SCALETYPICAL TRENCH DETAIL
NOTES:1. CONTRACTOR SHALL PROVIDE A TEMPORARY COLD MIX
PATCH IF PERMANENT RESTORATION CANNOT BE MADEWITHIN 24 HOURS OF BACKFILL.
2. ALL DISTURBED AREAS TO BE REPAIRED TO MATCHSURROUNDING SURFACE AND TO BE LEFT IN SIMILAR ORBETTER CONDITION.
3. 12" OF CUSHION MATERIAL FOR PIPES 16" OR LARGER.4. 6" CUSHION MATERIAL FOR PIPES 12" OR SMALLER AT
LOCATIONS WHERE INVERT IS ABOVE 4-FOOT ELEVATION.5. 12" OF CUSHION MATERIAL FOR ALL PIPES SIZES AT
LOCATION WHERE THE INVERT IS AT OR BELOW THE 4-FOOTELEVATIONS.
6. ANY DAMAGES TO EXISTING UTILITIES SHALL BE REPLACEDAND OR RESTORED TO ITS ORIGINAL CONDITION AT NOADDITIONAL COST TO THE OWNER.
FINISH GRADEPAVEMENT
COMPACTED BACKFILL95% MAX. DENSITY
2-1/2" A.C. (MIX V) ON 4" ATB AND6" UTB OR MATCH EXIST.PAVEMENT STRUCTURE WHICHEVER IS GREATER
6" OR 12" CUSHION.SEE NOTE 3 & 4
PIPE PER SCHEDULE
6" CUSHION
TRACE WIRECAUTION TAPE
GAS VENT PIPE TO ATMOSPHERE
12"
DRIP LEG
ESCUTCHEON WITH WOOD TRIM BEHINDSEE ARCHITECTURAL DETAIL
FLEXIBLE METAL HOSE SEISMIC JOINT
REGULATOR, 10 PSI
REDUCERSGLOBE ISOLATION VALVE
WYE STRAINER
TRACE WIRE
POLYETHYLENE PIPE
TRANSITION FITTING
STEEL PIPE
7 SCALE: NOT TO SCALEGAS PIPE DETAIL
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PLUMBING DETAILS
P-501
ADDENDUM 1 03-04-201
1
Alan L. WrightDigitally signed by Alan L. WrightDN: C=US, E=alan.wright@RACI-Engineering.com,O=RACI, CN=Alan L. WrightReason: I am the author of this documentDate: 2020.03.04 08:52:46-08'00'
RA
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Carlson Veit Junge Architects PCcopyright c
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PLUMBING SCHEDULES
P-600
ADDENDUM 1 03-04-201
1
Alan L. WrightDigitally signed by Alan L. WrightDN: C=US, E=alan.wright@RACI-Engineering.com,O=RACI, CN=Alan L. WrightReason: I am the author of this documentDate: 2020.03.04 08:53:08-08'00'
FOUNDATION PLANS COVER PAGESW POLK RURAL FIRE DISTRICT - RICKREALL FIRE STATION
S-001
STRUCTURALTITLE PAGE
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03-0
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Fire
Dis
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- R
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Sta
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Stru
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-3 R
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designed by:
2020
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2-12-2020
VIEW OF ELEVATIONSHEET NUMBER WHERE DRAWN
SECTION INDICATOR
SECTION NUMBERSHEET NUMBER WHERE DRAWN
DETAIL INDICATOR
DETAIL NUMBERSHEET NUMBER WHERE DRAWN
KEYED CONSTRUCTION NOTE#
WORKPOINT
ELEVATION INDICATOR
DRAWING NAME
SCALE
NORTH ARROW
GRID TAGNUMBERS VERTICALLETTERS HORIZONTALA
1
REVISION CLOUD & NUMBER
SCALE BAR
#
VIEW NAME1/2" = 1'-0"
1" 2"0"
0' 4' 8'1' 2'
14"
SYMBOLS
W.P.
CONT. CONTINUOUSCOM. COMMONDIA. DIAMETERDEG. DEGREESGALV. GALVANIZEDH.S.A. HEADED STUD ANCHORMAX. MAXIMUMMIN. MINIMUM(E) EXISTING(N) NEWO.C. ON CENTERSIM. SIMILARTYP. TYPICALTF TOP OF FOOTINGM.O. MASONRY OPENINGFD FOUNDATION DRAINCJ CONSTRUCTION JOINTDF DOUGLAS FIRHF HEMLOCK FIRP.T. PRESSURE TREATEDTR THREADED RODEWL ENGINEERED WALL LINESC SAWCUTBB BOND BEAMCRS COURSE
ABBREVIATIONS
STRUCTURAL LEGEND
PF3 FOOTING DESIGNATION,SEE FOOTING SCHEDULE
FOUNDATION DRAIN
GENERAL STRUCTURAL NOTESSTRUCTURAL DESIGN CRITERIA NOTESAPPLICABLE CODES2019 OREGON STRUCTURAL SPECIALTY CODE (BASED ON THE 2018 IBC)
STRUCTURAL DESIGN CRITERIABUILDING COLLATERAL LOAD: 5 PSF
ROOF SNOW LOAD DATA:GROUND SNOW LOAD - 16 PSFSNOW EXPOSURE FACTOR, Ce - 1.0SNOW IMPORTANCE FACTOR, Is - 1.2THERMAL FACTOR, Ct - 1.1FLAT-ROOF SNOW LOAD - 14.78 PSFSLOPED ROOF SNOW LOAD - 12.71 PSFRAIN-ON-SNOW ROOF SURCHARGE LOAD - 0 PSFMIN. ROOF SNOW LOAD PER OSSC = 24 PSFDESIGN ROOF SNOW LOAD = 24 PSF
WIND DESIGN DATARISK CATEGORY - IVULTIMATE DESIGN WIND SPEED, VULT (3-SECOND GUST) - 107 MPHNOMINAL DESIGN WIND SPEED, VASD - 83 MPHWIND EXPOSURE, Ce - CNOMINAL DESIGN WIND PRESSURE = 21.7 PSF (MWFRS)
EARTHQUAKE DESIGN DATASITE ADDRESS: 9105 RICKREALL ROAD, RICKREALL OREGONLATITUDE: 44.929 NLONGITUDE: 123.216 WANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDUREBASIC SEISMIC FORCE-RESISTING SYSTEM(S) - DETERMINED BY PEMB MANUFACTURER.RESPONSE MODIFICATION COEFFICIENT(S) - DETERMINED BY PEMB MANUFACTURER.SITE CLASS - DSEISMIC DESIGN CATEGORY - DRISK CATEGORY - IVSEISMIC IMPORTANCE FACTOR, Ie - 1.5MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS
SS = 0.902S1 = 0.457
DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERSSDS = 0.685SD1 = 0.564
SEISMIC RESPONSE COEFFICIENT(S) - DETERMINED BY PEMB MANUFACTURER.DESIGN BASE SHEAR(S) - DETERMINED BY PEMB MANUFACTURER.
BUILDING DEFLECTION LIMITSDRIFT: H/150VERTICAL: 1/180 (TOTAL LOAD)
SPECIAL LOADSNONE
SYSTEMS AND COMPONENTS REQUIRING SPECIAL INSPECTIONS FOR SEISMIC RESISTANCENONE
MAXIMUM ALLOWABLE DEAD PLUS LIVE LOAD FOOTING PRESSURE - 1500 PSFSEE GEOTECHNICAL INVESTIGATION AND REPORT BELOW.
GEOTECHNICAL INVESTIGATION AND REPORTTHE STRUCTURAL DESIGN IS BASED ON OWNER-ACCEPTED RECOMMENDATIONS CONTAINED INTHE GEOTECHNICAL REPORT PREPARED BY BRANCH ENGINEERING DATED JANUARY 22, 2020WHICH WAS MADE PART OF THE CONSTRUCTION CONTRACT. CONTRACTOR SHOULD REFER TOREPORT FOR SPECIFIC RECOMMENDATIONS RELATED TO SITE STRIPPING AND CLEARING,TREATMENT OF EXPOSED SUB-GRADE, PLACEMENT OF STRUCTURAL FILLS, REUSE OF NATIVEMATERIAL AS STRUCTURAL FILL, COMPACTION AND REQUIRED OBSERVATION OR TESTING DURINGCONSTRUCTION. ALL RECOMMENDATIONS SHOULD BE FOLLOWED.
SCOPE OF STRUCTURAL ENGINEERING SERVICESTHE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THEWORKING DRAWINGS FOR THIS PROJECT. THE CONSTRUCTION MUST BE PERFORMED IN STRICTACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BEAPPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ERRORS AND/OR OMISSIONS FOUND ONTHE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTIONIMMEDIATELY.
FIELD MEASUREMENT AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THESTRUCTURAL ENGINEER'S RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED)EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THESTRUCTURAL ENGINEER OF ANY DISCREPANCIES.
INADVERTENT MISLABELING OF DETAILS OF WORK WHICH ARE NECESSARY TO CARRY OUT THEINTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED,SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH MISLABELED DETAILS OF THEWORK BUT THEY SHALL PERFORM AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED INTHE DRAWINGS AND SPECIFICATIONS.
MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS DESIGNED BY OTHER TRADESTHE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURALSYSTEM. RESPONSIBILITY FOR THE DESIGN OF MECHANICAL, ELECTRICAL OR PLUMBING SYSTEMSNOT SHOWN, OR SHOWN SCHEMATICALLY ON THE STRUCTURAL PLANS, REST WITH THE SPECIFICTRADE DESIGNER OF THAT SYSTEM AND NOT THE STRUCTURAL ENGINEER.
PREFABRICATED SYSTEMS DESIGNED BY OTHERSTHE STRUCTURAL ENGINEER IS RESPONSIBL