HomeMy WebLinkAboutPLANS - 20-00038 - Rudd & Company - New CommercialSITE PLAN
FOR
RUDD & CO
490 FIRST AMERICAN CIRCLE, REXBURG, IDAHO 83440
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BOUNDARY
BONNER
KOOTENAI
SHOSHONE
BENEWAH
LATAH
CLEARWATER
NEZ PERCE
LEWIS
IDAHO
ADAMS
WASHINGTON
VALLEY
LEMHI
CUSTER
CLARK
FREMONT
BOISEGEM
PAYETTE
BLAINE
CAMAS
ELMOREADA
CANYON
OWYHEE
BUTTE
LINCOLNGOODING
JEROME
TWIN FALLS CASSIA
MINIDOKA
POWER
ONEIDA
BANNOCK
CARIBOU
FRANKLIN
BEAR LAKE
BINGHAM
BONNEVILLE
JEFFERSON MADISON TETON
NEVADA
STATE MAP
VICINITY MAP
ENGINEER:
HORROCKS ENGINEERS
- VERTICAL CONTROL DATUM BASED ON NAVD88
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Call before you dig.
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PROJECT SITE
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901 Pier View Dr., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CONTACT: LEITH SHEETS, PE
UTILITIES:
POWER: ROCKY MOUNTAIN POWER
GAS: INTERMOUNTAIN GAS
SEWER: CITY OF REXBURG
WATER: CITY OF REXBURG
OWNER:
LIMITED CAPITAL INVESTMENTS LLP
124 E MAIN ST
REXBURG, ID 83440
(208) 356-3677
CONTACT: BLAYNE MCARTHUR
APPLICANT:
ADVANTAGE ARCHITECTURE
5145 HEYREND DR.
IDAHO FALLS, ID 83402
(208) 552-2851
CONTACT: JAY RICE
H:\!2019\ID-2081-1911 MC First American Way Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-2081-1911_C.1.0_COVER.dwg - Layout1 - 1/22/2020 09:09am, cadenf
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BARNEY DAIRY RD
FIRST AMERICAN CIR
BENCHMARK:
BM#1
ELEV: 4870.4560'
N: 790400.4120'
E: 761183.7170'
FOUND: 1\2" REBAR PLS 9369
BM#2
ELEV:4870.9960'
N: 790401.0550'
E: 761281.4070'
FOUND: 1\2" REBAR PLS 9369
BM#3
ELEV:4870.9040'
N: 790394.2650'
E: 761296.4350'
FOUND: 1\2" REBAR PLS 9369
BM#4
ELEV: 4871.1160'
N: 790378.9370'
E: 761368.7110'
FOUND: 1\2" REBAR PLS 9369
BM#5
ELEV:4871.4610'
N: 790199.3240'
E: 761368.6740'
FOUND: 5/8" REBAR PLS 1027
BM#6
ELEV: 4871.9690'
N: 790196.5570'
E: 761183.6820'
FOUND: 1\2" REBAR PLS 9369
SURVEY NOTE:
THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED
ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE
OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL
STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID
SURVEY.
SHEET INDEX
PAGE #Sheet Number Sheet Title
1 C.1.0 COVER
2 C.1.1 GENERAL NOTES
3 C.1.2 LEGEND
4 C.2.0 EXISTING CONDITIONS & DEMO
5 C.3.0 SITE PLAN
6 C.3.1 SITE DETAILS
7 C.4.0 GRADING PLAN
8 C.5.0 UTILITY & DRAINAGE PLAN
9 C.6.0 EROSION & SEDIMENT CONTROL PLAN
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01.02.20 11:54 AM | H:\!2019\ID-2081-1911 MC First American Way Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-2081-1911_C.1.1_NOTES.dwg
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE
ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF
THEIR LOCATION IN THE FIELD PRIOR TO THE START OF
CONSTRUCTION ACTIVITIES.
ENGINEER'S NOTICE TO CONTRACTOR
USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR
OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED
AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS
FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE
TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE
NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR
WRITTEN CONSENT.
LEGAL NOTICE TO CONTRACTOR
REVISIONS
REV No.SHEET No.DATE OF REV DESCRIPTION
#
1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE
REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ITD
AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
·CITY OF REXBURG ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS.
·CITY OF IDAHO FALLS SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC, 2018 EDITION.
·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC, 2017).
·PROJECT GEOTECHNICAL REPORT PREPARED BY MTI , FILE NUMBER E190211G AND DATED 11-06-2019
NOTE:
CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE
JOBSITE DURING CONSTRUCTION.
PROJECT SPECIFICATIONS AND STANDARDS
GENERAL NOTES UTILITY NOTES
INTERMOUNTAIN GAS COMPANY
1527 HOLLIPARK DR.
IDAHO FALLS, IDAHO 83401
(208) 542-6600
NATURAL GAS
POWER
CITY OF REXBURG PUBLIC WORKS
35 NORTH 1ST EAST
REXBURG, IDAHO 83440
(208) 372-2320
WATER / SEWER
ROCKY MOUNTAIN POWER
170 W 2ND N
REXBURG, ID 83440
(208) 359-6155
UTILITY CONTACTS
1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURG
ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS,CITY OF IDAHO FALLS
ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2018). CITY OF IDAHO FALLS PUBLIC WORKS
DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2018), AND IDAHO STANDARDS FOR PUBLIC
WORKS CONSTRUCTION(ISPWC, 2017).
2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOSED OF AT
AN APPROVED LOCATION.
3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STANDARDS
UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS ARE
AVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/ OR http://rexburg.org/
4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CITY OF
REXBURG STANDARDS.
5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED TO
BE REMOVED.
7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRADE BY
THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE.
8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTION.
9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED.
10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THE
CONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL ALL
IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THE
PROPOSED CHANGES.
11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUST
ABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER ACT.
12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF REXBURG STANDARDS.
13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA
UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.
15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE
CONSTRUCTION AREA.
16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS
ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER
UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN
ENGINEER.
17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS
REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING
AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH,
UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS,
RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE
FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED
OF OFF SITE.
18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRIOR
TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES.
19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE
GEOTECHNICAL REPORT.
20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.
SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES
INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERAL
CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRA
COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/OR
SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES.
21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND
CITY STANDARDS.
22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS
GREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHIN
THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINAL
ACCEPTANCE.
1.THE WATER LINE CONSTRUCTION SHALL CONFORM TO REXBURG STANDARD DRAWINGS &
SPECIFICATIONS AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS OF
PUBLIC DRINKING WATER SYSTEMS AND DISINFECTION SPECIFICATIONS SHOULD BE TO
ANSI/AWWA C 651-92: DISINFECTION OF WATER MAINS STANDARDS.
2.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN
WATER AND NON-POTABLE LINES.
WATER
SEWER
1.ALL SANITARY SEWER PIPE SHALL BE TO THE PROJECT STANDARDS.
2.CONTRACTOR SHALL INSTALL ALL SANITARY SEWER MAINS AND SERVICE LINES PRIOR
TO INSTALLING ANY WATER SYSTEM IMPROVEMENTS. ADJUST WATER LINES AS PER
PLANS TO MAINTAIN SEPARATION OF MAIN LINES AND TO AVOID SANITARY SEWER
SERVICE LINES.
3.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN
WATER AND NON-POTABLE LINES.
4.ALL NEW AND EXISTING SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED.
5.ALL REMOVED EXISTING SEWER OR WATER UTILITIES SHALL EITHER BE SALVAGED OR
PROPERLY DISPOSED OF ACCORDING TO GOVERNING REGULATIONS.
6.SEWER LATERALS MAY EITHER BE COMPLETELY REMOVED OR ABANDONED IN PLACE.
LATERALS TO BE REMOVED SHALL BE CUT AT THE MAIN AND CAPPED ON BOTH ENDS
AS INDICATED IN NOTE 6 ABOVE.
A.HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS
PLAN TO CONTAIN THE RUNOFF FROM THE CITY OF REXBURG SPECIFIED DESIGN STORM EVENT FOR THE
PROPOSED SITE. ONLY.
B.ALL IMPORTED STRUCTURAL FILL, IF REQUIRED, SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER
PRIOR TO DELIVERY TO THE SITE
C.THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS, EQUIPMENT,
PROCEDURES, AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR. ALL GRADING OPERATIONS
INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION,
PLACEMENT OF FILLS, AND COMPACTION OF FILLS, SHALL BE PERFORMED BY THE CONTRACTOR IN
CONFORMANCE WITH THE GEOTECHNICAL REQUIREMENTS FOR THE SITE AND ONSITE FIELD
OBSERVATIONS AS REQUIRED BY THE GEOTECHNICAL FIRM.
D.IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY HORROCKS IMMEDIATELY IF THERE ARE ANY
CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE
REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS.
E.ALL EXCAVATION, GRADING, AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD BE OBSERVED BY
THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE
PREPARATION, SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS.
F.THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST AND AIR
POLLUTION CAUSED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE
MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE. ACCESS ROADWAYS AND ADJACENT
PROPERTIES IN A CLEAN CONDITION.
G.ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF IDAHO
CITY CODES, UNIFORM BUILDING CODES, AND THE GEOTECHNICAL INVESTIGATION STUDY.
H.THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN
PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS.
GRADING & DRAINAGE NOTES
3/4'' W 3/4'' W
1'' W 1'' W
2'' W 2'' W
3'' W 3'' W
4'' W 4'' W
6'' W 6'' W
8'' W 8'' W
WATER
PROPOSEDEXISTING
W W
A ALGEBRAIC GRADE CHANGE
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CEMENT OR CONCRETE
BC BUILDING CORNER
BCR BACK OF CURB RETURN
BFE BASE FLOOD ELEVATION
BFF BASEMENT FINISH FLOOR ELEVATION
BLDG BUILDING
BM BENCHMARK
BP BEGIN POINT
BV BUTTERFLY VALVE
BVC BEGIN VERTICAL CURVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
BVP BEGIN VERTICAL PROFILE
BVW BOTTOM OF VISIBLE WALL
C&G CURB & GUTTER
CL CENTERLINE
CB CATCH BASIN
CLR CLEAR
CO CLEANOUT
CONC CONCRETE
Cu COPPER
C.Y.CYCUBIC YARD
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWG DRAWING
E EAST OR EASTING
EA EACH
EL ELEVATION
EOC EDGE OF CONCRETE
EOP EDGE OF PAVEMENT
EP END POINT
ESMT EASEMENT
EVC END VERTICAL CURVE
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EVP END VERTICAL PROFILE
EX EXISTING
FF FINISHED FLOOR ELEVATION
FE FLANGE END
FG FINISHED GRADE ELEVATION
FL FLOW LINE
FJ FLANGE JOINT
FM FORCE MAIN
FPS FEET PER SECOND
FT FOOT OR FEET
FUT FUTURE
G GAS LINE
GB GRADE BREAK
GFF GARAGE FINISHED FLOOR ELEVATION
GV GATE VALVE
HGL HYDRAULIC GRADE LINE
HRZ HORIZONTAL
HP HIGH POINT
HWM HIGH WATER MARK
ID INSIDE DIAMETER
IN INCH(ES)
IRR IRRIGATION (PRESSURIZED)/ NON-POTABLE
K VERTICAL CURVE COEFFICIENT
L LENGTH
LF LINEAR FEET
L/S LANDSCAPE
LP LOW POINT
LT LEFT
MAX MAXIMUM
MFR MANUFACTURER
MGD MILLION GALLONS PER DAY
MID MIDDLE
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
N NORTH OR NORTHING, FRICTION FACTOR
N/A NOT APPLICABLE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OVHP OVERALL HIGH POINT
OVLP OVERALL LOW POINT
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PH PHASE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENCY
PUE PUBLIC UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
Q RATE OF FLOW
R RADIUS
R/W RIGHT OF WAY
REV REVISION
RT RIGHT
S SLOPE
S/W SIDEWALK
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SEC SECTION
SPEC SPECIFICATIONS
SSMH SANITARY SEWER MANHOLE
SS SANITARY SEWER
S/L STREETLIGHT
STA STATION
STD STANDARD
SVE SIGHT VISIBILITY EASEMENT
TBM TEMPORARY BENCH MARK
TC TOP OF CONCRETE
TBC TOP BACK OF CURB
TEMP TEMPORARY
TA TOP OF ASPHALT
TF TOP OF FOOTING
TG TOP OF GRATE
TRW TOP OF RETAINING WALL
TW TOP OF WALL
TYP TYPICAL
UTC UNTREATED BASE COURSE
V VELOCITY
VC VERTICAL CURVE
VRT VERTICAL
WTR WATER
W/WITH
MATCHLINE STA. XX+XX.XX
SEE SHEET PP-XX
UNKNOWN
18'' W 18'' W
24'' W 24'' W
30'' W 30'' W
36'' W 36'' W
EXISTING PROPOSED
ELECTRICAL MANHOLE
#
PROPOSED BUILDING FINISHED FLOOR ELEVATION
PARKING STALL COUNT
PROPOSED TBC SPOT ELEVATION (@ PC'S, PT'S & PL
PROPOSED EOP SPOT ELEVATION (@ EDGE OF
75.19
75.19
FFE: XXXX.XX
ABBREVIATIONSSTANDARD SYMBOLSHATCH PATTERNS
SURFACE FEATURES
BUILDING / PAD
CONCRETE SIDEWALK / FLATWORK
POOL DECK
XERISCAPE
HEAVY DUTY PAVEMENT SECTION
LIGHT DUTY PAVEMENT SECTION
RIPRAP
CALLOUTS
CONSTRUCTION KEYNOTE TAGS
DETAIL REFERENCE
1-1/2'' W 1-1/2'' W
SCALE:
X
-
DETAIL NAME
NTS
ADA ACCESS RAMP TRUNCATED DOMES
GRAVEL
LANDSCAPE AREAS / GRASS
35
D00 OR DEMO PLAN
OR GRADING PLAN
OR SITE PLAN
OR WATER
OR SEWER
OR STORM DRAIN
OR IRRIGATION
OR CABLE TV
OR TELEPHONE
OR GAS
OR MISCELLANEOUS
66
36
81
51
91
94
97
A
01
G1 G9
D99
50
65
80
90
93
96
99
Z
00 00OR POWER
FO
TV
T
E
JB
IR
PP
W W
S
SD
W
E
T
FO
IR
W
G
G
TV
T
W W
CO
SD
TP
BH
fo
tv
t
jb
ir
pp
s
w
e
t
fo
ir
w
g
g
tv
tb
co
e
sd
FIBER OPTIC MANHOLE
TELEPHONE MANHOLE
CABLE TV MANHOLE
ELECTRICAL POWER POLE
SIGNAL POLE
ELECTRICAL BOX
FIBER OPTIC BOX
JUNCTION BOX
TELEPHONE BOX
TELEPHONE PEDESTAL
CABLE TV BOX
LIGHT POLE
LIGHT POLE OPT 2
LIGHT POLE OPT 3
GAS MANHOLE
GAS METER
CLEANOUT
SEWER MANHOLE
IRRIGATION MANHOLE
IRRIGATION BOX
WATER MANHOLE
WATER METER
FIRE HYDRANT
FIRE HYDRANT OPT 2
GATE VALVE
GATE VALVE OPT 2
CROSS
TEE
90° BEND
45° BEND
22.5° BEND
11.25° BEND
WYE
REDUCER
CAP & PLUG
STORM DRAIN MANHOLE
AREA DRAIN ROUND
AREA DRAIN SQUARE
DROP INLET
CURB INLET
CURB INLET OPT 2
CURB INLET OPT 3
CURB DOUBLE INLET
CURB DOUBLE INLET OPT 2
COMBO BOX
OIL/WATER
SAND/GREASE
OIL/WATER
SAND/GREASE OPT 2
FLARED END LARGE
FLARED END SMALL
SIGN
BOLLARD
BORE HOLE
TEST PIT
SD
TP
BH
DECORATIVE BRICK / SIDEWALK /
FLATWORK / LANDSCAPE AREAS
10'' W 10'' W
12'' W 12'' W
14'' W 14'' W
16'' W 16'' W
48'' W 48'' W
60'' W 60'' W
72'' W 72'' W
3/4 INCH
1 INCH
1-1/2 INCH
2 INCH
3 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
14 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
48 INCH
60 INCH
72 INCH
4'' SD 4'' SD
6'' SD 6'' SD
10'' SD 10'' SD
12'' SD 12'' SD
15'' SD 15'' SD
16'' SD 16'' SD
18'' SD 18'' SD
STORM
PROPOSEDEXISTING
SD SDUNKNOWN
48'' SD 48'' SD
54'' SD 54'' SD
60'' SD 60'' SD
66'' SD 66'' SD
8'' SD 8'' SD
24'' SD 24'' SD
30'' SD 30'' SD
36'' SD 36'' SD
42'' SD 42'' SD
72'' SD 72'' SD
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
42 INCH
48 INCH
54 INCH
60 INCH
66 INCH
72 INCH
4'' SS 4'' SS
6'' SS 6'' SS
10'' SS 10'' SS
12'' SS 12'' SS
14'' SS 14'' SS
15'' SS 15'' SS
16'' SS 16'' SS
SEWER
PROPOSEDEXISTING
SS SSUNKNOWN
8'' SS 8'' SS
18'' SS 18'' SS
24'' SS 24'' SS
30'' SS 30'' SS
36'' SS 36'' SS
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
14 INCH
SSSERVICE LATERAL
1'' IRR 1'' IRR
2'' IRR 2'' IRR
6'' IRR 6'' IRR
8'' IRR 8'' IRR
10'' IRR 10'' IRR
12'' IRR 12'' IRR
IRRIGATION
PROPOSEDEXISTING
IRR IRRUNKNOWN
4'' IRR 4'' IRR
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
18 INCH
24 INCH
30 INCH
36 INCH
BEL BEL
2'' BEL 2'' BEL
4'' BEL 4'' BEL
6'' BEL 6'' BEL
8'' BEL 8'' BEL
10'' BEL 10'' BEL
A-1/0 A-1/0 A-1/0
POWER
PROPOSEDEXISTING
OHP OHPOVERHEAD
3'' BEL 3'' BEL
A-4/0 A-4/0 A-4/0
B-1/0 B-1/0
B-4/0 B-4/0 B-4/0
C-1/0 C-1/0
UNDERGROUND
2 INCH
3 INCH
4 INCH
6 INCH
10 INCH
1 PH A 1/0
1 PH A 4/0
1 PH B 1/0
1 PH B 4/0
1 PH C 1/0
8 INCH
SERVICE LATERAL
SERVICE LATERAL
C-4/0 C-4/0
ABC-4/0 ABC-4/0
ABC-750
SEC SEC
SL SL SL
A-1/0A-1/0A-1/0
A-4/0A-4/0A-4/0
B-1/0B-1/0
B-4/0B-4/0B-4/0
C-1/0C-1/0
C-4/0C-4/0
ABC-4/0ABC-4/0
ABC-750
SECSEC
SLSLSL
1 PH C 4/0
3 PH ABC 4/0
3 PH ABC 750A
SECONDARY
STREET LIGHT
BCTV BCTV
BFO BFO
TEL TEL
BTEL BTEL BTEL
COMMUNICATIONS
PROPOSEDEXISTING
CTV CTVOVERHEAD CABLE TV
FO FO
UNDERGROUND CABLE TV
OVERHEAD FIBER OPTIC
UNDERGROUNG FIBER OPTIC
ctv ctv
OVERHEAD TELEPHONE
UNDERGROUND TELEPHONE
1'' G 1'' G
2'' G 2'' G
6'' G 6'' G
8'' G 8'' G
12'' G 12'' G
GAS
PROPOSEDEXISTING
G GUNKNOWN
4'' G 4'' G
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
12 INCH
3 INCH
HPG HPGHIGH PRESSURE
LD LDLAND DRAIN
FILL FILL
LOD LOD
GB GB GB
HWM
HWM 1YR
HWM 5YR
HWM 10YR
CUT CUT CUT
HWM 25YR
HWM 50YR
HWM 100YR
CUT LINE
FILL LINE
LIMITS OF DISTURBANCE
DITCH
GRADE BREAK
HIGH WATER MARK
HIGH WATER MARK - 1 YEAR EVENT
HIGH WATER MARK - 5 YEAR EVENT
HIGH WATER MARK - 10 YEAR EVENT
HIGH WATER MARK - 25 YEAR EVENT
HIGH WATER MARK - 50 YEAR EVENT
HIGH WATER MARK - 100 YEAR EVENT
FENCE - BARBED
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - WOOD
WALL - BLOCK
WALL - PANEL
WALL - ROCK
R/W RIGHT OF WAY
WALL - CONCRETE
CENTERLINE (ROAD/ENTITY)
CURB & GUTTER
PARCEL LINE
PROPERTY BOUNDARY
10' PUBLIC UTILITY & DRAINAGE EASEMENT (P.U.E.)
JUT
TOP TOP TOP
>>>
MISCELLANEOUS
PROPOSEDEXISTING
DEMO
TOE TOE
UNKNOWN PIPE
JOINT UTILITY TRENCH
TOE OF SLOPE
TOP OF SLOPE
DIRECTIONAL FLOWLINE
GUARDRAIL
RAILROAD TRACKS
EDGE OF PAVEMENT
top top top
fl fl
toe toe
PAINT STRIPE - SOLID
PAINT STRIPE - DOUBLE SOLID
PAINT STRIPE - BROKEN
PAINT STRIPE - BIKE LANE INTERSECTION
PAINT STRIPE - LANE DROP
PAINT STRIPE - LANE LINE EXTENSION
FUT FUT
LTG LTG
PED PED
DET DET
EXISTING/PROPOSED
TRAFFIC SIGNAL - DETECTION CONDUIT
PWR PWR
SIG SIG
TRAFFIC SIGNAL - FUTURE CONDUIT
TRAFFIC SIGNAL - LIGHTING CONDUIT
TRAFFIC SIGNAL - PEDESTRIAN CONDUIT
TRAFFIC SIGNAL - POWER SOURCE CONDUIT
TRAFFIC SIGNAL - SIGNAL CONDUIT
4000
4002
4000
4002
CONTOUR - MAJOR
CONTOUR - MINOR
2'' BEL 2'' BEL
4'' BEL 4'' BEL
6'' BEL 6'' BEL
8'' BEL 8'' BEL
10'' BEL 10'' BEL
3'' BEL 3'' BEL
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PU
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EX
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B
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C
A
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A
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PROPOSED BUILDING
WALKER ADDITION DIVISION NUMBER 3,
BLOCK1, LOT 12
AREA
0.823 AC
S0°00'00"E
203.89'
N8
9
°
4
2
'
1
4
"
E
97
.
7
0
'
L=17.04'
R=20.00'
CB=N65°53'25"W
CD=16.53'
Δ=48°48'42"
L =7 9 .0 7 '
R =6 2 .0 0 '
C B =S 7 8 °0 1 '1 4 "E
C D =7 3 .8 2 '
Δ =7 3 °0 4 '1 9 "
S0°00'00"E
179.56'
N8
9
°
0
8
'
4
9
"
E
18
5
.
0
2
'
H:\!2019\ID-2081-1911 MC First American Way Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-2081-1911_C.2.0_EXISTING CONDITIONS & DEMO.dwg - C.2.0 - 1/22/2020 09:10am, cadenf
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SCALE: 1" = 10'
H O R R O C
K
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G I N E E R S
N
1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS &
ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION.
2.ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE
REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL
REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS
SET FORTH IN PROJECT GEOTECHNICAL REPORT BY MTI, FILE
NUMBER E190211G AND DATED 11-06-2019.
3.CONTOURS ARE SHOWN AT 1' and 5' INTERVALS.
SHEET NOTES:
DEMOLITION/EXISTING KEY NOTES:
EXISTING SIDEWALK (PROTECT IN PLACE)
EXISTING SANITARY SEWER MANHOLE (PROTECT IN PLACE)
EXISTING 8" SANITARY SEWER MAIN (PROTECT IN PLACE)
EXISTING TELEPHONE BOX (PROTECT IN PLACE)
EXISTING ELECTRIC BOX (PROTECT IN PLACE)
EXISTING MOUNTABLE CURB & GUTTER (PROTECT IN PLACE)
EXISTING ASPHALT (PROTECT IN PLACE)
EXISTING FIRE HYDRANT, WATER VALVE, WATER METER (PROTECT IN PLACE)
EXISTING WATER MAIN (PROTECT IN PLACE)
EXISTING SANITARY SEWER STUB (PROTECT IN PLACE, CONTRACTOR TO FIELD
VERIFY EXACT DEPTH AND LOCATION) REPORT TO ENGINEER OF RECORD
EXISTING SEWER SERVICE (PROTECT IN PLACE, CONTRACTOR TO FIELD
VERIFY EXACT DEPTH AND LOCATION) REPORT TO ENGINEER OF RECORD
EXISTING MAILBOXES (RELOCATE AS NEEDED AND RESET AFTER PROJECT
COMPLETION)
EXISTING WATER SERVICE (PROTECT IN PLACE), CONTRACTOR TO FIELD
VERIFY EXACT DEPTH AND LOCATION) REPORT TO ENGINEER OF RECORD
MISCELLANEOUS UTILITY BOX (PROTECT IN PLACE)
EXISTING UTILITY EASEMENT (CONTRACTOR TO LOCATE EXISTING UTILITIES)
SURVEY NOTE:
THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED
ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE
OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL
STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID
SURVEY.
BENCHMARK:
BM#1
ELEV: 4870.4560'
N: 790400.4120'
E: 761183.7170'
FOUND: 1\2" REBAR PLS 9369
BM#2
ELEV:4870.9960'
N: 790401.0550'
E: 761281.4070'
FOUND: 1\2" REBAR PLS 9369
BM#3
ELEV:4870.9040'
N: 790394.2650'
E: 761296.4350'
FOUND: 1\2" REBAR PLS 9369
BM#4
ELEV: 4871.1160'
N: 790378.9370'
E: 761368.7110'
FOUND: 1\2" REBAR PLS 9369
BM#5
ELEV:4871.4610'
N: 790199.3240'
E: 761368.6740'
FOUND: 5/8" REBAR PLS 1027
BM#6
ELEV: 4871.9690'
N: 790196.5570'
E: 761183.6820'
FOUND: 1\2" REBAR PLS 9369
D01
D02
D03
D04
D05
D06
D07
D08
D09
BM #
BM #4 BM #5
BM #6BM #1
BM #2
BM #3
D07
D01
D06
D08
D08
D05
D04
D08
D02
D03
D06
D07
D09
D09
D10
D10
D13
D11
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D12
D13
D12
D14
D11
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D14
D15
D15
D15
D15
D15
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2
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6
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6.00'
5.00'
1
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5
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2
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28.68'
145.00'
5.00'6.00'
7
.
0
0
'
10.17'1.33'
1.50'
1.50'
1.50'
1.50'1.50'
1.50'
5
.
5
0
'
5
.
5
0
'
21.99'
62
.
2
5
'
21.91'
1
4
.
9
2
'
H:\!2019\ID-2081-1911 MC First American Way Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-2081-1911_C.3.0_SITE PLAN & DETAILS.dwg - C30 - 1/22/2020 09:10am, cadenf
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CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS
ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE NOTED
ADA HANDICAP SIGN SEE DETAIL 3 SHEET C.3.1. SIGNS TO BE PLACED ON BUILDING OR MOUNTED ON STAIR
POSTS WHERE AVAILABLE
INSTALL TRASH PAD SEE C.3.1 DETAIL 2 AND ARCHITECTURAL PLANS FOR DETAILS
1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B
LANDSCAPED AREA, SEE LANDSCAPE PLAN
MODERATE DUTY ASPHALT, SEE TABLE SHEET C.3.1
ALL STRIPING PER MUTCD STANDARDS
SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA AND SEE DETAIL 1 THIS SHEET)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION SUMMARY SHEET C.3.1
NOT USED
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
NOT USED
APPROXIMATE SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS)
INSTALL CURB CUT AND CONCRETE APRON DIMENSIONS PER PLAN
SITE PLAN KEY NOTES:
PARKING COUNT
LOCATION MINIMUM
REQUIRED PROVIDED
CITY REQUIRED ONSITE PARKING 25 32
TOTAL 25 STALLS 34 STALLS
*MINIMUM BUSINESS/FINANCE USE REQUIRED PARKING CALCULATION=
(3 STALLS PER 1,000 GROSS SQ FT) = (8,145 SQ FT / 1000) * 3 = 24.435 STALLS
-BUILDING ANALYSIS
BUILDING
BUILDING AREA TOTAL 8,145 SF
MAIN FLOOR 8,145 SF
MAX BUILDING HEIGHT 23'-3/4"
BUILDING TYPE (IBC) *VB*
NOTES:
* BUILDING TYPE TO BE VERIFIED WITH
ARCHITECTURAL PLANS, ARCHITECTURAL PLANS
TO SUPERCEDE.
1
2
4
5
6
7
8
9
10
11
12
16
16
H O R R O C
K
S
E
N
G I N E E R S
N
0 10'20'
SCALE: 1" = 10'
3
FI
R
S
T
A
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R
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A
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1
13
14
15
13
PROPOSED BUILDING
6
6
6
6
6
9
9
9
3
5
5
5
8MD
7 7
15
EX STORM POND
LANDSCAPING TABLE
*OVERALL SITE LANDSCAPING
SITE AREA = 35,849 SF
REQUIRED LANDSCAPING = 3,585 SF (10.0% OF SITE)
PROVIDED LANDSCAPING = 14,512 SF (40.5% OF SITE)
SNOW REMOVAL (PLOW-ABLE HARDSCAPE) AREA = 12,122 SF
REQUIRED SNOW STORAGE = 1,212 SF (10.0% OF SNOW REMOVAL)
PROVIDED SNOW STORAGE = 1,215 SF (10.0% OF SNOW REMOVAL)
7
7
7
7
7
2 2
11
10
10
SNOW STORAGE AREA
SNOW STORAGE AREA DETAIL1
C.3.0
4 PC
16
16
16
PROPOSED STORM POND
FEMA FLOODPLAIN DESCRIPTION
- 1% ANNUAL CHANCE FLOODPLAIN ELEVATION PER
FEMA = 4868 (NGVD29)
- ELEVATION CORRECTION FACTOR TO MATCH OUR
COORDINATE SYSTEM IS = (+) 3.29'
- FLOODPLAIN ELEVATION PER OUR COORDINATE
SYSTEM = 4871.43 (NAVD88)
- DESIGN FINISH FLOOR ELEVATION = 4872.75
- BUILDING CONTRACTOR IS ON NOTICE THAT POURED
FINISH FLOOR PAD MUST BE CERTIFIED PRIOR TO
VERTICAL CONSTRUCTION
ID
-
2
0
8
1
-
1
9
1
1
LT
S
CJ
F
CJ
F
20
J
A
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2
0
2
0
--
-
-
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B
U
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A
H
O
8
3
4
4
0
5
C.3.0
SEE SHEET C.2.0
FOR BOUNDARY INFORMATION
H:\!2019\ID-2081-1911 MC First American Way Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-2081-1911_C.3.0_SITE PLAN & DETAILS.dwg - C31 - 1/22/2020 09:10am, cadenf
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MATERIAL SPECIFICATIONS:
ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION
59 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE
WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED
AGGREGATE MATERIALS
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE
REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF
THE GEOTECHINCAL REPORT (PREPARED BY MTI DATED
11-06-2019) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE
THAN 23 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY
REQUIREMENTS SHALL BE PER ISPWC SECTION 501, TABLE 1.
- IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION
RIGID PAVEMENT SECTION:
THE AASHTO PAVEMENT DESIGN METHOD WAS USED TO DEVELOP THE FOLLOWING RIGID CONCRETE
PAVEMENT SECTION. CONCRETE PAVEMENT SHALL BE BATCHED AND CONSTRUCTED IN ACCORDANCE
WITH THE MOST CURRENT AMERICAN CONCRETE INSTITUTE STANDARDS AND IN ACCORDANCE WITH
IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWINGS C-1-A AND C-1-B. NATIVE SUBGRADE
SOILS ON THE SITE ARE FROST SUSCEPTIBLE, AND THEREFORE, REQUIRE JOINTS SEALERS OR
UNDER-DRAINS.
MATERIAL SPECIFICATIONS:
PORTLAND CEMENT CONCRETE:4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI
GENERALLY COMPLYING WITH ITD REQUIREMENT FOR URBAN CONCRETE.
CRUSHED AGGREGATE BASE:MATERIAL COMPLYING WITH ITD STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION SECTION 303 AND 703 FOR AGGREGATES.
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS
DETAILED IN THE THE STRUCTURE FILL SECTION OF THE ORIGINAL
GEOTECHINCAL REPORT (PREPARED BY MTI DATED 11-06-2019) EXCEPT THAT
THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 23 THE COMPONENT
THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER TABLE 1,
ISPWC.
- IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE
COMPETENCY AT THE TIME OF CONSTRUCTION
PCCP PAVEMENT SECTION SUMMARY
PORTLAND CEMENT
CONCRETE PAVEMENT 6.0 INCHES
CRUSHED AGGREGATE BASE 4.0 INCHES
STRUCTURAL SUBBASE NOT REQUIRED
COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
RECOMMENDATIONS PER GEOTECHNICAL REPORT PREPARED BY MTI,
FILE NUMBER E190211G AND DATED 11-06-2019
PC
WELDED WIRE FABRIC
SECTION
3,000 PSI CONCRETE
WELDED WIRE FABRIC
6"
2"
PLAN
6"
SEE PLAN
CONCRETE DUMPSTER PAD DETAIL
NTS
4" TYPE I
CRUSHED AGGREGATE
SE
E
P
L
A
N
2
C.3.1
3/4" GRAVEL ROAD BASE
FIN. GRADE
(W/ LIP FLAT)
CONC. CURB & GUTTER
3/4'' GRAVEL
ROAD BASE
ASPHALT PAVEMENT
1.
0
'
0.
5
'
0.
5
'
2''±
4''
1.5'
0.5'
FLAT PAN CURB & GUTTER1
C.3.1
1'
TYPICAL HANDICAP SIGN DETAIL
NTSC.3.1
3
CAP TOP OF POST
3/5"X3 1/2"
CADMIUM PLATED
HEX HEAD BOLT WITH
FLAT LOCK WASHER
AND NUT
6'
-
0
"
3"
15
"
6"
12"
BLUE BACKGROUND W/
WHITE SYMBOL AND
LETTERING
PROVIDE SIGN THAT
IDENTIFIES ALL VAN
ACCESSIBLE STALLS.
REFER TO PLAN FOR
LOCATIONS
NOTE: TOP OF POST TO BE
CUT 1/2" BELOW TOP OF SIGN
FLEXIBLE PAVEMENT SECTION SUMMARY
CLASSIFICATION MODERATE DUTY
ASPHALTIC CONCRETE 3.0"
CRUSHED AGGREGATE BASE 4.0"
STRUCTURAL SUBBASE 6.0"
SUBGRADE PREPARATION
(MAX LIFT PER GEOTECHNICAL
REPORT)
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT
PREPARED BY MTI, FILE NUMBER E190211G AND DATED 11-06-2019
MD
ID
-
2
0
8
1
-
1
9
1
1
LT
S
CJ
F
CJ
F
20
J
A
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2
0
2
0
--
-
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T
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I
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4
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6
C.3.1
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
e
t
m b
w
s
w
m b
s
s
s
s
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ss
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ss
ss
ss
ss
ss ss ss ss ss ss ss ss ss ss ss
ss
ss
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e
jb
PROPOSED
BUILDING
FFE: 4872.75
4870
4868
4868
4869
4871
48
7
0
48
6
8
48
6
8
48
6
9
4869
48
7
1
48
6
7
48
7
0
48
7
2
TBC: 4871.20
TBC: 4871.49
TBC: 4871.77TBC: 4872.12
TBC DEP: 4871.71
TOC: 4872.69
TOC: 4872.69
TOC: 4872.28
TOC: 4872.28
TOC: 4872.68
TOC: 4872.23
TOC: 4872.30 TOC: 4872.73
TOC: 4872.73
TOA:4871.71
TOA:4871.75
FG: 4872.25 FG: 4872.25FG: 4872.25 FG: 4872.25
FFE: 4872.75 FFE: 4872.75
TBC DEP: 4871.75
TBC: 4872.25
TBC: 4871.71
TBC: 4871.89
TBC: 4872.08
TBC: 4872.14
TBC: 4872.21
TBC: 4872.64
TBC DEP: 4872.17 TBC DEP: 4872.17
TBC: 4872.64
TBC: 4872.64 TBC: 4872.63
TBC: 4872.19
TBC: 4872.19 TBC: 4872.17
TBC: 4871.78
TBC: 4871.82
TBC: 4871.83
TBC: 4871.59
TOC: 4871.85
TOC: 4871.82
TOC: 4871.68
TOC: 4871.63
TOC: 4872.00
TOC: 4871.92
TOC: 4872.00 TOC: 4872.08
TOC: 4871.89
TOC: 4871.74
TOC: 4871.84
TOC: 4871.77
TOA:4871.89TOA:4871.75
TOA:4872.13
TOA:4871.99
GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
GRADE
BREAK1.7
%
1.7
%
1.9
%
2
.
2
%
2
.
1
%
1.4%
0.6%1.3%
1.0%
1.5%
1.1
%
1.9
%
2.
0
%
1
.
7
%
1.0%
2.1%
1.6%
TOG: 4869.08
TBC: 4871.18
TBC DEP: 4870.68
TBC DEP: 4870.67
TBC: 4871.20 TBC: 4871.06
TBC DEP: 4870.54
TBC DEP: 4870.54
TBC: 4871.05
GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
TBC: 4871.73 TBC: 4871.06
TBC: 4871.40
TBC: 4871.30
TOA:4870.90
TOA:4871.28
TOA:4871.09
TOA:4871.33
TOA:4871.67
TOA:4872.14 TOA:4872.14TOA:4871.58
TOA:4871.35
TOA:4870.99
TOA:4870.70
TOA:4871.23
TOA:4870.56
TBC: 4871.56
MATCH EXISTING
TBC: 4871.55
MATCH EXISTING
TBC: 4871.48
MATCH EXISTING
TBC: 4871.50
MATCH EXISTING
TOC: 4871.61
MATCH EXISTING
TOC: 4871.42
MATCH EXISTING
34
.
8
%
34
.
0
%
33
.
9
%
36
.
3
%
36
.
3
%
25
.
4
%
FG: 4868.46
1.0%0.8%
11.4%
TOP: 4871.06
TOP: 4871.07 TOP: 4870.98
TOP: 4870.99
0.7%
2.
5
%
1.4
%
1.0%
1.
0
%
1.
5
%
1.
5
%
1.
2
%
1.7%
3.0%
2.
0
%
1.
6
%
1.7
%
1.5
%
1.
2
%
1.5
%
1.6%
2
.
2
%
1
.
7
%
2
.
0
%
1.4%
1.6
%
1.8
%
2.3
%
1.5
%
3.7%
1
.
9
%
1.4%
3.
8
%
7.4%
4.6%
4.5%
0.8%
1.7%
3.1%
1
0
.
0
%
5.1
%
13
.
1
%
12
.
9
%
12
.
0
%
1.6
%
3.2%
2.
9
%
2.1
%
2.3%
2.1%
1.2%
1.
0
%
1.
0
%
7.6%7.5%
1.
5
%
1.
5
%
3.
4
%
GR
A
D
E
BR
E
A
K
1.0%
GR
A
D
E
BR
E
A
K
3.5
%
GR
A
D
E
BR
E
A
K
1.1%
GR
A
D
E
BR
E
A
K
TOC: 4871.52
TOC: 4871.62
TBC: 4871.42 TBC: 4871.51
TBC: 4872.49
1.
3
%
1.
2
%
0.3%
1.5%
TOC: 4870.10TOC: 4870.22
TOC: 4869.54
TOC: 4869.54TOC: 4870.21
TOC: 4869.41TOC: 4869.41
TOC: 4870.09
FG: 4868.34
FG: 4868.18
FG: 4868.18
TOG: 4868.06TOG: 4867.87
17
.
0
%
TOP: 4871.02
TOC: 4872.69
TOC: 4872.75
TOC: 4872.75
TOC: 4872.69
TOC: 4872.75
TOC: 4872.17
TOC: 4872.07
TOC: 4871.98
TOC: 4871.83
TOC: 4872.75
TOC: 4872.75
TOC: 4872.69
TOC: 4872.75
TOC: 4871.48 TOC: 4871.55
TOC: 4871.25 TOC: 4871.32
4872.0
4871.5
4871.0
4870.5
48
7
2
.
5
4872.0
4871.5
4871.0
4872.
5
4
8
7
2
.
0
4871.
5
4
8
7
1
.
5
4871.0
48
7
1
.
0
4870.5
4870.04870.5 4871.04871.0
4870.5
4870.0
4869.5
4869.0
4868.5
4868.5
4869.0
4869.5
4870.0
4870.5
4871.5
4871.
0
4870.5
4871.0
48
7
1
.
5
4
8
7
1
.
5
48
7
1
.
5
48
7
1
.
5
487
2
.
5
48
7
2
.
0
48
7
2
.
5
4871.5
4871.0
4872
.
0
4871.5
4872.0
4872.5
4869 4869
48
7
2
48
7
1
48
7
1
4870
487
2
48
7
0
48
7
0
4
8
7
0
TOC: 4872.73TOC: 4872.58
1.9
%1.3%
1.9
%
TOP: 4871.02
FG: 4870.05
MATCH EXISTING
FG: 4869.88
MATCH EXISTING
FG: 4870.01
MATCH EXISTING
TOC: 4872.23
TOC: 4872.23
TOC: 4872.73
H:\!2019\ID-2081-1911 MC First American Way Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-2081-1911_C.4.0_GRADING PLAN.dwg - Layout1 - 1/22/2020 09:11am, cadenf
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0 10'20'
SCALE: 1" = 10'
SHEET NOTE:
1. CONTOURS SHOWN AT 0.5' AND 1.0' INTERVALS
2. SEE SHEET C.5.0 FOR DRAINAGE DETAILS
PROPOSED STORM SWALE
FEMA FLOODPLAIN DESCRIPTION
- 1% ANNUAL CHANCE FLOODPLAIN ELEVATION PER
FEMA = 4868 (NGVD29)
- ELEVATION CORRECTION FACTOR TO MATCH OUR
COORDINATE SYSTEM IS = (+) 3.29'
- FLOODPLAIN ELEVATION PER OUR COORDINATE
SYSTEM = 4871.43 (NAVD88)
- DESIGN FINISH FLOOR ELEVATION = 4872.75
- BUILDING CONTRACTOR IS ON NOTICE THAT POURED
FINISH FLOOR PAD MUST BE CERTIFIED PRIOR TO
VERTICAL CONSTRUCTION
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SS
SS
PROPOSED
BUILDING
FFE: 4872.75
50LF OF 6" S.D.
@
1
.
0
0
%
SD RD 2
INV OUT: 4869.88 6" (N)
SD RD 3
INV OUT: 4869.85 6" (S)
49LF OF 6"
S
.
D
.
@
1
.
0
0
%
SD RD 1
INV OUT: 4869.65 6" (W)
7LF OF 6" S.D. @ 4.05%
SD TEE 1
INV IN: 4869.38 6" (E)
INV IN: 4869.38 6" (S)
INV OUT: 4869.38 6" (W)
87
L
F
O
F
6
"
S
.
D
.
@
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.
0
5
%
7LF OF 6" S.D. @ 3.74%
SD RD 4
INV OUT: 4869.62 6" (W)
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"
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.
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.
@
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.
7
4
%
SD TEE 2
INV IN: 4869.36 6" (E)
INV IN: 4869.36 6" (N)
INV OUT: 4869.36 6" (W)
SS TIE-IN
INV IN: 4867.00 4" (SE)
26L
F
O
F
4
"
S
.
S
.
@
1
.
0
0
%
80
L
F
O
F
4
"
S
.
S
.
@
1
.
0
0
%
SS 45° BEND 1
INV IN: 4867.26 4" (E)
INV OUT: 4867.26 4" (NW)
SS STUB
INV OUT: 4868.19 4" (W)
10.5'
1
0
.
5
'
10.5'
1
0
.
5
'
SD DRAIN 2
RIM: 4868.09
SUMP: 4864.10
INV IN: 4866.10 6" (E)
SD DRAIN 1
RIM: 4867.87
SUMP: 4863.87
INV IN: 4865.87 6" (E)
13LF OF 4" S.S. @ 1.00%
SS 22.5° BEND 1
INV IN: 4868.06 4" (E)
INV OUT: 4868.06 4" (W)
APPROXIMATE STUB ELEVATION
H:\!2019\ID-2081-1911 MC First American Way Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-2081-1911_C.5.0_UTILITY & DRAINAGE PLAN.dwg - C.5.0 - 1/22/2020 10:12am, cadenf
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C.5.0
GENERAL NOTES:
1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES
2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT
EXISTING SANITARY SEWER DURING CONSTRUCTION.
H O R R O C
K
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N
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N
0 10'20'
SCALE: 1" = 10'
WATER KEYNOTES
TIE INTO EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD
VERIFY EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF
RECORD OF ANY DISCREPANCIES AT CONNECTION POINT. INSTALL
WATER SERVICE AND METER PER ISPWC SD-402
INSTALL CAP AND MARKER, SEE PLUMBING PLANS FOR
CONTINUATION
INSTALL PIPE, LENGTH AND SIZE PER PLANS, MUST MAINTAIN 6'
COVER
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
27
28
29
30
27
30
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION OF EXISTING SEWER LINE AND
NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT
CONNECTION POINT
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL SEWER CLEANOUT PER ISPWC SD-506
INSTALL SEWER 45° HORIZONTAL BEND
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
71
72
73
74
75
STORM DRAIN KEYNOTES
INSTALL 30" FRENCH DRAIN WITH SLOTTED GRATE. SEE DETAIL 1
THIS SHEET
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL 6" X 6" TEE
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
51
52
53
54
52
52
52
51 51
71
72
76
28
54
54
54
54
52
53
52
53
52
72
DRAINAGE SYSTEM CALCULATIONS
SYSTEM REQUIREMENTS:
DRAINAGE AREA: 35,849 SF
LANDSCAPE AREA: 14,512 SF
HARDSCAPE AREA: 21,337 SF
DESIGN STORM: 25 YEAR/1-HOUR
STORM VOLUME REQUIRED: 4,298 CF
PROPOSED SYSTEM:
STORAGE SYSTEM:WEST STORM POND/SWALE
FRENCH DRAINS
SUMMARY:
STORM POND STORAGE:4,259 CF
FRENCH DRAIN STORAGE:441 CF (10.5-FT X 10.5-FT X 5-FT)
40% VOIDS
TOTAL STORAGE REQUIRED: 4,298 CF
TOTAL STORAGE PROVIDED:4,700 CF
74
73
CONTRACTOR TO FIELD VERIFY
WATER MAIN LOCATION AND DEPTH.
MAY NEED TEMPORARY MAILBOX'S
CONTRACTOR TO FIELD VERIFY
SEWER STUB LOCATION AND DEPTH
29
42 LF 2" WATER SERVICE
1.
0
'
4.0'4.0'
NATIVE
PITRUN
CLAY CLAY
4.
0
'
FRENCH DRAIN INFILTRATOR
NTSC.5.0
1
5.
0
'
2
.
0
'
30" BARREL
WITH SLOTTED
GRATE LID.
30" BARREL AND FREE DRAINING
MATERIALTO BE WRAPPED IN
FABRIC. FABRIC TO BE CONTECH
C-200 NON-WOVEN OR EQUIVALENT.
3
4" TO 2" WASHED ROCK FREE
DRAINING MATERIAL. SEE
GEOTECH REPORT FOR MATERIAL
AND BACKFILL REQUIREMENTS.
KEYED INTO FREE
DRAINING
MATERIAL BY 2' MIN.
PROPOSED STORM SWALE
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H:\!2019\ID-2081-1911 MC First American Way Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-2081-1911_C.6.0_EROSION & SEDIMENT CONTROL PLAN.dwg - Layout1 - 1/22/2020 09:12am, cadenf
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C.6.0
PROPERTY LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED CURB AND GUTTER
DIRECTION OF OVERLAND FLOW
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASH OUT
SILT FENCE
LIMITS OF DISTURBANCE
TEMPORARY DITCH
TEMPORARY INLET PROTECTION
LEGEND:
SF SF
LOD LOD
INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN
INLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVED
REGULARLY(FOR EXISTING AND PROPOSED INLETS)
STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 AT
ENTRANCES AS SHOWN.
CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68
PROVIDE DUST CONTROL FOR ENTIRE SITE.
CONCRETE WASHOUT AREA
1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE
DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION.
2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM
OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES.
3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY
AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT.
4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF
PROJECT AS INDICATED ON THIS PLAN SHEET.
5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM
DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE.
6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND
CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS
ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS.
7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH
NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND
PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION
OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED
WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES
INDICATED ON THE GRADING PLAN.
8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN
STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER.
9)DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STORM DRAIN
SYSTEM AND INTO THE SNAKE RIVER LANDING COMMUNAL SYSTEM.
10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL
BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR
INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS.
11)CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRANCE FOR
VEHICLE TIRE WASH, AS NECESSARY.
APPROXIMATE QUANTITY SUMMARY
LINEAR FIBER ROLL -
SILT FENCE 779 LF
CONSTRUCTION FENCE -
EARTH DIKE & DRAINAGE
SWALE -
RIP RAP -
HYDROSEEDING -
STABILIZED CONSTRUCTION
ENTRANCE 1 EA
STABILIZED STAGING AREA 1 EA
CONCRETE WASH OUT 1 EA
SEDIMENT BASIN -
WHEEL WASH -
INLET PROTECTION 2 EA
CHECK DAM -
LIMITS OF DISTURBANCE ±0.88 AC
PROJECT ACRES ±0.82 AC
R25'
1" TO 3"
COARSE AGGREGATE
FILTER FABRIC
50' MIN
PUB
L
I
C
R
O
A
D
HAR
D
S
U
R
F
A
C
E
STABILIZED CONSTRUCTION ENTRANCE
EC-5
30
'
MIN
12"
DIAMETER ROCK
6" MIN
18" MIN
18
"
M
I
N
48" MIN48" MIN
4" PVC PIPE
FLOW
CROSS-SECTION
WOVEN FABRIC SANDBAG FILLED WITH
COARSE SAND-MIN WEIGHT 40 LBS.
24" MIN
FRONT VIEW
4" PVC PIPE FOR DRAINAGE
SANDBAG BARRIER
SPC-2
INLET PROTECTION (PAVED AREA)
BMP 31
RETRIEVAL STRAP
OVERFLOW
(PEAK STORM)
SEDIMENT ACCUMULATIONGEOTEXTILE FABRIC
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BMP 63-68
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FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE
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FABRIC OR EQUIV.
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FABRIC OR EQUIV.
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2015 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.158, SS = 0.449DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.228, SDS = 0.431PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0665. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE28.1 PSFNET UPLIFT ON ROOF18 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF20 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240BEAMSL/360L/240 FOUNDATION N
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3
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5
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9
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3
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2
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5
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9
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5
5
6
3
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w
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.
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0
9
.
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5
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1
9
R
E
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D
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A
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:
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M
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D
A
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:
D
A
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S
3
.
0
F
O
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A
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B
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P
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M
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0
1
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2
2
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2
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0
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E
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:
1
.
W
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T
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,
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P
L
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2
.
2
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4
x
8
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-
0
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L
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A
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4
8
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O
.
C
.
W
/
(
2
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1
6
d
N
A
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L
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A
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A
C
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T
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U
S
S
3
.
2
x
B
L
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C
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W
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(
2
)
1
6
d
N
A
I
L
S
E
A
C
H
E
N
D
4
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
5
.
W
A
L
L
S
H
E
A
T
H
I
N
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A
S
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C
C
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,
S
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P
L
A
N
6
.
C
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N
T
D
B
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2
x
T
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P
L
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L
A
P
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P
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7
.
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N
A
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,
S
E
E
S
H
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A
R
W
A
L
L
S
C
H
E
D
U
L
E
8
.
2
x
6
B
L
O
C
K
I
N
G
W
/
(
5
)
1
6
d
N
A
I
L
S
A
T
E
A
C
H
W
A
L
L
S
T
U
D
9
.
2
x
6
B
L
O
C
K
I
N
G
A
T
4
8
"
O
.
C
.
,
A
L
I
G
N
W
/
O
T
H
E
R
2
x
6
B
L
O
C
K
1
0
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
1
1
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
1
2
.
(
4
)
1
0
d
N
A
I
L
S
A
T
E
A
C
H
B
L
O
C
K
1
3
.
C
S
1
6
(
3
0
"
L
O
N
G
)
S
T
R
A
P
A
T
4
8
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O
.
C
.
W
/
(
2
2
)
8
d
N
A
I
L
S
A
T
T
A
C
H
I
N
G
B
L
O
C
K
S
T
O
G
E
T
H
E
R
1
2
3
4
5
8
9
1
1
1
0
1
2
3
0
1
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
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A
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:
A
.
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A
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E
C
T
U
R
A
L
D
E
T
A
I
L
S
6
7
7
7
1
4'-6"
MAX
1
2
1
3
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
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S
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/
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P
,
S
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E
P
L
A
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2
.
C
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N
T
D
B
L
2
x
T
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P
P
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L
A
P
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,
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P
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C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
7
.
2
x
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
9
.
2
x
6
P
A
R
A
P
E
T
I
N
T
E
G
R
A
L
W
/
T
R
U
S
S
B
Y
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
1
2
3
4
9
6
8
3
0
2
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
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S
C
A
L
E
N
O
T
E
:
A
.
N
O
W
A
L
L
S
H
E
A
T
H
I
N
G
S
P
L
I
C
E
B
E
T
W
E
E
N
B
L
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C
K
I
N
G
A
N
D
T
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P
P
L
A
T
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B
.
C
O
R
N
I
C
E
P
E
R
A
R
C
H
I
T
E
C
T
U
R
A
L
D
E
T
A
I
L
S
2
5
5
7
5'-0"
MAX
5
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
C
L
I
P
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
7
.
2
x
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
9
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
W
/
(
2
)
#
1
2
x
3
"
S
C
R
E
W
S
A
T
E
A
C
H
T
R
U
S
S
1
0
.
2
x
6
K
I
C
K
E
R
B
R
A
C
E
A
T
E
A
C
H
T
R
U
S
S
,
W
/
(
5
)
1
6
d
N
A
I
L
S
E
A
C
H
E
N
D
1
1
.
2
x
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
K
I
C
K
E
R
B
R
A
C
E
1
2
3
4
9
6
8
1
0
3
0
3
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
N
O
T
E
:
A
.
N
O
W
A
L
L
S
H
E
A
T
H
I
N
G
S
P
L
I
C
E
B
E
T
W
E
E
N
B
L
O
C
K
I
N
G
A
N
D
T
O
P
P
L
A
T
E
B
.
C
O
R
N
I
C
E
P
E
R
A
R
C
H
I
T
E
C
T
U
R
A
L
D
E
T
A
I
L
S
2
5
5
7
H= 9'-6"
MAX
5
=(2/3)*H
1
1
3
6
8
1
1
4
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
C
L
I
P
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
7
.
2
x
B
L
O
C
K
I
N
G
A
T
2
4
"
O
.
C
.
W
/
H
U
2
6
T
F
H
A
N
G
E
R
E
A
C
H
E
N
D
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
9
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
W
/
(
2
)
#
1
2
x
3
"
S
C
R
E
W
S
A
T
E
A
C
H
B
L
O
C
K
1
0
.
2
x
6
K
I
C
K
E
R
B
R
A
C
E
A
T
E
A
C
H
B
L
O
C
K
,
W
/
(
5
)
1
6
d
N
A
I
L
S
E
A
C
H
E
N
D
1
1
.
2
x
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
K
I
C
K
E
R
B
R
A
C
E
1
2
.
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
T
O
D
E
S
I
G
N
T
R
U
S
S
E
S
S
U
P
P
O
R
T
I
N
G
P
A
R
A
P
E
T
W
A
L
L
S
F
O
R
1
5
0
P
L
F
D
E
A
D
L
O
A
D
P
L
U
S
2
5
0
P
L
F
T
E
N
S
I
O
N
A
N
D
/
O
R
C
O
M
P
R
E
S
S
I
O
N
W
I
N
D
L
O
A
D
(
A
S
D
)
1
4
9
6
5
1
0
3
0
4
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
N
O
T
E
:
A
.
N
O
W
A
L
L
S
H
E
A
T
H
I
N
G
S
P
L
I
C
E
B
E
T
W
E
E
N
B
L
O
C
K
I
N
G
A
N
D
T
O
P
P
L
A
T
E
B
.
C
O
R
N
I
C
E
P
E
R
A
R
C
H
I
T
E
C
T
U
R
A
L
D
E
T
A
I
L
S
2
5
7
H= 9'-6"
MAX
=(2/3)*H
1
1
3
6
8
1
1
4
7
3
0
5
W
O
O
D
J
O
I
S
T
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
2
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
3
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
4
.
C
O
N
T
2
x
8
L
E
D
G
E
R
W
/
(
3
)
1
6
d
N
A
I
L
S
A
T
E
A
C
H
S
T
U
D
5
.
W
O
O
D
J
O
I
S
T
W
/
(
2
)
1
6
d
T
O
E
N
A
I
L
S
I
N
T
O
J
O
I
S
T
B
E
L
O
W
,
S
E
E
P
L
A
N
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