HomeMy WebLinkAboutPLANS - 22-00163 - BYUI University Operations Bld - Chiller Replacement1.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA
UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.
2.ON SLOPING AREAS, THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MITIGATE ANY POSSIBLE EROSION
PROBLEMS IN TRENCHES DUE TO STORM WATER THAT MIGHT OCCUR DURING OR AFTER CONSTRUCTION AS
DIRECTED OR APPROVED BY ENGINEER.
3.DURING CONSTRUCTION; THE CONTRACTOR IS FULLY RESPONSIBLE FOR INTERIM PROVISIONS FOR PASSAGE
OF IRRIGATION AND STORM WATER. NO SUPPLEMENTAL COMPENSATION WILL BE MADE FOR WET CONDITIONS
OR FLOW DIVERSIONS.
4.THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE
PROJECT PLANS UNTIL FINAL ACCEPTANCE OF THIS PROJECT.
5.THE CONTRACTOR SHALL ALSO BE REQUIRED TO TAKE ALL PRECAUTIONS NECESSARY TO INSURE THAT NO
STORM WATER/SEDIMENT AND/OR CONSTRUCTION DEBRIS ARE RELEASED FROM THE SITE. ANY RELEASES
SHALL BE CLEANED AND MITIGATED AT CONTRACTOR'S EXPENSE.
6.THE CONTRACTOR SHALL MAINTAIN A COPY OF THE STORMWATER POLLUTION PROTECTION PLAN ON SITE AT
ALL TIMES.
7.THE GENERAL CONTRACTOR SHALL CONDUCT SITE EROSION CONTROL INSPECTIONS EVERY 14 DAYS.
8.ANY DUST GENERATED FROM SITE CONSTRUCTION SHALL BE CONTROLLED BY SPRAYING WATER AND DUST
CONTROL POLYMERS AS NEEDED.
1.EXISTING A.C. PAVEMENT SHALL BE SAW CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO
THE STREET CENTERLINE, CLOSEST ADJACENT CURB, OR THE NEW STEAM LINE TRENCH AND THE EXPOSED
EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING.
2.IF ANY UTILITY OR IRRIGATION FACILITY INTERFERES WITH REQUIRED STREET IMPROVEMENTS, ALL SUCH
UTILITIES OR IRRIGATION FACILITIES WILL BE RELOCATED AS TO NOT INTERFERE WITH REQUIRED STREET
IMPROVEMENTS AT THE OWNER'S EXPENSE.
3.THE PAVING CONTRACTOR SHALL SET THE GRADE AND POUR CONCRETE COLLARS FOR THE CHILLED
WATER VALVE BOXES PER DETAIL A3/C-501. ALL CONCRETE COLLARS TO BE FLUSH WITH SURFACE.
4.CONTRACTOR IS TO RE-STRIPE ALL PARKING LOT STALLS LOCTED IN PARKING LOTS & ALONG STREET IN
AREAS AFFECTED BY PROJECT.
STREET & PARKING
STORM & EROSION CONTROL
1.FOR ALL OF THE UTILITY LOCATES, CONTRACTOR SHALL CALL DIG-LINE AT 1-800-342-1585 TO LOCATE ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN
UTILITIES AND PLANS.
2.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SUPPLIED PROJECT DOCUMENTS AND SPECIFICATIONS
AND/OR REQUIREMENTS.
3.A PRE-CONSTRUCTION MEETING WILL BE HELD PRIOR TO COMMENCEMENT OF WORK, ALL CONTRACTORS,
SUBCONTRACTORS, AND/OR UTILITY CONTRACTORS, REQUIRED AGENCY PERSONNEL, AND THE OWNER'S
ENGINEER SHALL BE PRESENT.
4.THE CONTRACTOR 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.
5.THE OWNER'S SURVEYOR WILL SET CERTAIN CONTROL POINTS WHICH ARE CRITICAL TO THE CONSTRUCTION
STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE TIME THEY ARE SET AND THE
CONTRACTOR SO NOTIFIED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CONTROL POINTS FOR
DURATION OF THE PROJECT AFTER INITIAL SETTING AND WILL BE RESPONSIBLE FOR RE-ESTABLISHING ANY
PROJECT CONTROL POINTS THEREAFTER. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING.
6.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 THE CONSTRUCTION AREA.
7.ALL MATERIALS FURNISHED FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING
AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH
PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THESE REQUIREMENTS AT THE REQUEST OF
THE AGENCY, THE ENGINEER, AND OWNER.
8.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. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT MIGHT BE OCCASIONED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
9.ALL WORK IS ON PRIVATE PROPERTY.
10.ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE
CONTRACTORS ACCOUNT.
11.THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS
AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WHEN
ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
12.WORK SUBJECT TO APPROVAL BY ANY AGENCY MUST BE INSPECTED AND APPROVED PRIOR TO (A) PLACING
OF CONCRETE, (B) PLACING OF AGGREGATE BASE, (C) PLACING OF ASPHALT PAVING, AND (D) BACKFILLING
TRENCHES FOR PIPE. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM
THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER.
13.AFTER ALL UTILITIES ARE INSTALLED AND PRIOR TO PAVING, THE CONTRACTOR SHALL REQUEST A UTILITY
WALK-THRU WITH THE OWNER AND ENGINEER TO FINALIZE UTILITY WORK.
14.THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE ENGINEER OF RECORD. THE ENGINEER
SHALL BE NOTIFIED TO INSPECT: 1) CHILLED WATER PRIOR TO BACKFILLING, 2) CURB & GUTTER AND FORMS
PRIOR TO POURING.
15.ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE
SUPPLIED PROJECT DOCUMENTS AND SPECIFICATIONS.
16.MISCELLANEOUS SMALL STRUCTURES SUCH AS FENCING, MAILBOXES, SIGNS, IRRIGATION AND DRAINAGE
FACILITIES, AND UTILITY POLES, LINES AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB,
SHALL BE REPLACED OR RECONSTRUCTED TO EQUAL OR BETTER THAN THEIR CONDITION PRIOR TO
DISTURBANCE AT CONTRACTOR'S EXPENSE.
17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIALS, WATER,
WASTE SITES, AND ANY OTHER MATERIALS SOURCES AS REQUIRED FOR PROJECT COMPLETION.
18.CONTRACTOR SHALL PROVIDE & RETAIN EVIDENCE OF ALL PERMITS PERTAINING TO THE CLEARING AND
GRUBBING OF THE SITE.
19.OWNER WILL HIRE A MATERIALS TESTING FIRM TO PROVIDE ALL TESTING NECESSARY TO COMPLY WITH WITH
THE SUPPLIED PROJECT DOCUMENTS AND SPECIFICATIONS. SUCH TESTS SHALL BE SUBMITTED TO THE
ENGINEER.
20.THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES WITH THE APPROPRIATE
BYU-IDAHO PERSONNEL.
21.WITHIN 2 WEEKS AFTER THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS-BUILT
PLANS TO THE ENGINEER.
22.ALL PROPOSED POWER SHOWN HEREIN ARE FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR
ELECTRICAL DESIGN AND CONFIGURATION.
23.ALL PROPOSED STEAM AND CONDENSATE IMPROVEMENTS SHOWN HERE IN ARE FOR REFERENCE ONLY. SEE
MECHANICAL DRAWINGS FOR DESIGN AND CONFIGURATION.
24.ALL PARKING, STOP, TRAFFIC, PEDESTRIAN, OR OTHER SIGNS AND MONUMENTS WITHIN THE PROJECT LIMITS
WILL BE REMOVED, STORED, AND REINSTALLED BY THE CONTRACTOR.
25.CONCRETE WASHOUT TO OCCUR OFF SITE AT A DESIGNATED WASHOUT AREA. DESIGNATED WASHOUT AREA
TO BE PROVIDED BY OWNER.
TRAFFIC CONTROL
1.PRIOR TO START OF WORK, CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" TO BE APPROVED BY BYU-IDAHO AND THE ENGINEER.
2.THE CONTRACTOR SHALL MAINTAIN A MINIMUM ONE LANE OF THROUGH TRAFFIC AT ALL TIMES.
3.ALL CONSTRUCTION SIGNS, BARRICADES, CONES AND DRUMS IN PLACE DURING HOURS OF DARKNESS SHALL
HAVE A MINIMUM OF ITD CLASS "B" REFLECTIVE SHEETING.
4.ALL CONSTRUCTION WARNING SIGNS SHALL HAVE TWO WARNING FLAGS. WARNING SIGNS IN PLACE DURING
HOURS OF DARKNESS SHALL HAVE BATTERY OPERATED FLASHING WARNING LIGHTS IN ADDITION TO FLAGS.
5.ALL CONSTRUCTION SIGNING AND TRAFFIC CONTROLS WILL CONFORM TO THE LATEST EDITION OF THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES.
6.USE EXTREME CARE IN SITING CONSTRUCTION SIGNS SO AS NOT TO BLOCK OR OBSCURE ANY OTHER TRAFFIC
CONTROL SIGNS FROM VIEW OF THE TRAVELING PUBLIC.
GENERAL NOTES
CIVIL GENERAL
NOTES
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Engineering Company
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377 West 800 North Salt Lake City, Utah 84103
Tel: (801) 322-0487 Fax: (801) 322-0490
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305 North 3rd Ave, Suite A
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(208) 238-2146
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
SHEET DESCRIPTION
JANUARY 28, 2022
21079HEATH PROJECT No:
CHECKED BY:
DRAWN BY:
DATE:
12226
OWNER PROJECT NUMBER:
CONSTRUCTION DOCUMENTS
AJP
KGM
DocuSign Envelope ID: 8FFD9B91-84C1-4EF6-942B-1590EF203549
1/27/2022
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SECTION LINES
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PROJECT BOUNDARY
PROPERTY LINES
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EASEMENT - TEMPORARY
EASEMENT - SETBACK
EXISTING TOPOGRAPHY
TOPOGRAPHIC CONTOUR
EDGE OF PAVEMENT
CURB & GUTTER, SIDEWALK & DROP INLET
FENCE (BARBED WIRE OR OTHER)
TEST PIT
EDGE OF GRAVEL
DEDICATED RIGHT OF WAY
DITCH FLOWLINE
FENCE (CHAINLINK)
SIGN
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CALCULATED POINT
SET 1/2" STEEL PIN W/CAP
SET 5/8" STEEL PIN W/CAP
FOUND 5/8" STEEL PIN
FOUND ALUMINUM CAP
FOUND BRASS CAP
FOUND 1/2" STEEL PIN
DATA OF RECORD
BENCHMARK
QUARTER SECTION - NOT FOUND
CENTER SECTION
SECTION CORNER - FOUND
EXISTING UTILITY
WATERLINE & VALVE
SANITARY SEWER LINE & MANHOLE
STORM DRAIN LINE & MANHOLE
PRESSURE IRRIGATION & VALVE
GRAVITY IRRIGATION & MANHOLE
OVERHEAD POWER LINE & POWER POLE
SIGNAL POLE
LIGHT POLE
PROPOSED SITE
6" VERTICAL CURB, GUTTER, SIDEWALK & INLET
6" REVERSE CURB & GUTTER
PROPOSED GRADING
TOPOGRAPHIC CONTOUR
RIDGELINE
DRAINAGE ARROW & SLOPE
SPOT ELEVATION
PROPOSED MISCELLANEOUS
CHAINLINK FENCE & GATE
FENCE
UNDERGROUND POWER LINE
NATURAL GAS LINE
FIBER OPTIC LINE
TELEPHONE LINE & RISER
CABLE LINE & RISER
CONSTRUCTION PHASE LIMITS
DEMOLITION/ABANDON
CLEARING AND GRUBBING
EDGE OF GRAVELPRESSURE SEWER LINE & VALVE VAULT
SANITARY SEWER SERVICE & CLEANOUT
SIGN
SWALE FLOWLINE
PROPOSED UTILITY
FLANGED MECHANICAL JOINT
FITTING TYPES
BEND
REDUCING TEE
GATE VALVE
FIRE HYDRANT
BLOW-OFF VALVE
PRESSURE IRRIGATION, TEE & GATE VALVE
WATERLINE
PRESSURE IRRIGATION SERVICE
SANITARY SEWER & MANHOLE W/ VENTED LID
STORM DRAIN LINE, INLET & CATCH BASIN
STORM DRAIN LINE & MANHOLE W/ VENTED LID
SANITARY SEWER SERVICE & CAP
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FLANGE TO MECHANICAL JOINT COUPLING
CROSS
CAP W/BLIND FLANGE
CHECK VALVE
BUTTERFLY VALVE
WATER SERVICE LINE & METER
FIRE LINE
MONITORING WELL
CABLE & TELEPHONE RISERS
JOINT TRENCH & DEVICE
PRESSURE SEWER & VALVE VAULT
SANITARY SEWER SERVICE & CLEANOUT
JOINT TRENCH IN PROFILE
GRAVITY IRRIGATION & STRUCTURE
JUNCTION BOX & DUCT BANK
RESTRAINED FITTING
LOCATION WIRE BOX
NON-FREEZE YARD HYDRANT
PROPOSED UTILITY (CONT.)
CABLE & TV RISER
FIBER OPTIC LINE & VAULT
NATURAL GAS LINE & METER
NATURAL GAS LINE & RISER
NATURAL GAS LINE & VALVE
UNDERGROUND POWER
OVERHEAD POWER & POLE
LIGHT POLE
TELEPHONE LINE & RISER
TELEPHONE DATA LINE
PROPOSED SITE (CONT.)
6" VERTICAL CUT CURB & GUTTER
6" REVERSE CUT CURB & GUTTER
IMBEDDED CURB
CONCRETE (AR-CONC)
ASPHALT (DOTS)
GRAVEL SECTION (GRAVEL)
GRAVEL SURFACE (AR-SAND)
LANDSCAPE ROCK (AGGREGATE)
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CIVIL SYMBOLS
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377 West 800 North Salt Lake City, Utah 84103
Tel: (801) 322-0487 Fax: (801) 322-0490
SHEET NUMBER
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TTHEW B . H I L L
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
SHEET DESCRIPTION
JANUARY 28, 2022
21079HEATH PROJECT No:
CHECKED BY:
DRAWN BY:
DATE:
12226
OWNER PROJECT NUMBER:
CONSTRUCTION DOCUMENTS
AJP
KGM
C-002
DocuSign Envelope ID: 8FFD9B91-84C1-4EF6-942B-1590EF203549
1/27/2022
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D
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A
Engineering Company
Mechanical/Electrical/Plumbing Consultants
377 West 800 North Salt Lake City, Utah 84103
Tel: (801) 322-0487 Fax: (801) 322-0490
SHEET NUMBER
UO
C
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I
L
L
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REVISIONS:
BY
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-
I
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15381
P R O F E S S I O NAL EN
G
I
N
E
E
R
L I C E NSE
D
S
T
ATE O F I D A H O
M
A
TTHEW B . H I L L
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
SHEET DESCRIPTION
JANUARY 28, 2022
21079HEATH PROJECT No:
CHECKED BY:
DRAWN BY:
DATE:
12226
OWNER PROJECT NUMBER:
CONSTRUCTION DOCUMENTS
AJP
KGM
--KEYNOTES GENERAL SHEET NOTES
1.ONLY KNOWN UTILITIES ARE SHOWN ON THESE PLANS.
CONTRACTOR TO VERIFY LOCATION AND DEPTH OF UTILITIES
NOT SHOWN AND SHOWN ON THESE PLANS. NOT ALL
UTILITIES WERE LOCATED AT TIME OF SURVEY. INFORMATION
FROM OTHER MAPPING SOURCES WERE USED TO IDENTIFY
EXISTENCE OF SOME UTILITIES.
2.CONTRACTOR TO VERIFY ALL INFORMATION ON THESE PLANS
IN THE FIELD.
0 5 10
01
07
01
02
03
03
04
05
16
16
16
16
17
17
18
18
1818
19
19
20
20 20
21
ITEMS IN THIS AREA ARE
LOCATED IN THE BUILDING
21
22
01 SAWCUT AND REMOVE ASPHALT PAVING
02 SAWCUT AND REMOVE CONCRETE CURB & GUTTER
03 SAWCUT AND REMOVE CONCRETE SIDEWALK
04 SAWCUT AND REMOVE CONCRETE CURB WALL
05 REMOVE LANDSCAPING
06 REMOVE CONCRETE PAD
07 SANDBAG SEDIMENT TRAP AT CURB, RE: C3/C-501
16 PRESERVE & PROTECT, ASPHALT PAVING
17 PRESERVE & PROTECT, CONCRETE CURB & GUTTER
18 PRESERVE & PROTECT, CONCRETE SIDEWALK
19 PRESERVE & PROTECT, CONCRETE CURB WALL
20 PRESERVE & PROTECT, LANDSCAPING
21 PRESERVE & PROTECT, BUILDING
22 PRESERVE & PROTECT, NATURAL GAS LINE
23 PRESERVE & PROTECT, UNDERGROUND POWER BANK
24 PRESERVE & PROTECT, UNDERGROUND CHILLED WATER LINE
25 PRESERVE & PROTECT, CHILLED WATER LINE VALVES
01
07
23
06
21
24
25
DocuSign Envelope ID: 8FFD9B91-84C1-4EF6-942B-1590EF203549
1/27/2022
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4919
491
8
4911
491
2
4912
4911
CIVIL SITE PLAN
C-101
1 2 3 4 5
D
C
B
A
Engineering Company
Mechanical/Electrical/Plumbing Consultants
377 West 800 North Salt Lake City, Utah 84103
Tel: (801) 322-0487 Fax: (801) 322-0490
SHEET NUMBER
UO
C
H
I
L
L
E
R
R
E
M
O
V
A
L
47
0
P
H
Y
S
I
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A
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P
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A
N
T
W
A
Y
Re
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b
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g
,
I
d
a
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o
8
3
4
4
0
REVISIONS:
BY
U
-
I
D
A
H
O
15381
P R O F E S S I O NAL EN
G
I
N
E
E
R
L I C E NSE
D
S
T
ATE O F I D A H O
M
A
TTHEW B . H I L L
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
SHEET DESCRIPTION
JANUARY 28, 2022
21079HEATH PROJECT No:
CHECKED BY:
DRAWN BY:
DATE:
12226
OWNER PROJECT NUMBER:
CONSTRUCTION DOCUMENTS
AJP
KGM
GENERAL SHEET NOTES
1.EXISTING UTILITIES SHOWN IN APPROXIMATE LOCATION.
CONTACT DIG LINE AT 1-800-342-1585 TO LOCATE UTILITIES
PRIOR TO COMMENCING WORK.
2.RETAIN AND PROTECT ALL UNDERGROUND UTILITIES: GAS,
WATER, SEWER, STORM DRAIN, POWER, COMMUNICATIONS,
ETC.
3.EXCAVATED MATERIAL TO BE REMOVED OFF SITE.
4.LANDSCAPING TO BE COMPLETED BY CONTRACTOR AND
RESTORED TO IN AS IS OR BETTER CONDITION PRIOR TO
CONSTRUCTION PER BYU-IDAHO STANDARDS. COORDINATE
WITH BYU-IDAHO. CONTRACTOR TO PROVIDE 12" OF TOP SOIL
MINIMUM, MULCH, AND PLANT MATERIAL.
5.IRRIGATION LINES, VALVES, NOZZLES, ETC. TO BE REPAIRED
OR REPLACED IN AS IS OR BETTER CONDITION PRIOR TO
CONSTRUCTION PER BYU-IDAHO STANDARDS. COORDINATE
WITH BYU-IDAHO.
6.PROVIDE REGULAR AND ADEQUATE SUPPLEMENTAL AND/OR
ALTERNATE IRRIGATION IF DOWN MORE THAN 10 DAYS TO ALL
TURF AND PLANT LIFE AFFECTED BY WORK OPERATIONS
DURING THE ENTIRE COURSE OF THE WORK.
7.SURFACE REPAIR AREAS AS SHOWN ON PLANS MAY NOT
REFLECT ACTUAL REPAIR AREAS REQUIRED TO COMPLETE
CHILLER LINE WORK. ADJUST IN FIELD AS REQUIRED TO
COMPLETE WORK AS OUTLINED IN MECHANICAL PLANS.
8.CONTRACTOR TO VERIFY GRADES OF ALL SURFACE AREAS
TO BE DISTURBED FOR CONSTRUCTION PURPOSES SUCH AS
CONCRETE SIDEWALKS, CURB & GUTTERS, ASPHALT PAVING,
LANDSCAPEING, ETC. PRIOR TO CONSTRUCTION AND
RE-INSTALL SURFACE REPAIRS TO EXISTING GRADES.
9.CONTRACTOR TO REINSTALL ASPHALT PAVING, CURB &
GUTTER, SIDEWALK, LANDSCAPING, AND CURB WALL TO
EXISTING GRADES. MATCH GRADES OF SURFACE FEATURES
ON EITHER SIDE OF THE AREA BEING REMOVED AND
REPLACED.
0 10 20
--KEYNOTES
7
.
2
8
'
34.71'
31.49'
1
3
.
6
1
'
6.02'
7
.
2
8
'
6'
7.28'
19.8'
9
.
8
5
'
01
02
03
03
04
05
06
07
08
08
08
08
09
03
01 CHILLER LINES, RE: MECHANICAL PLANS
02 CONNECT CHILLER LINE AT BUILING, RE: CHILLER PLANS
03 ASPHALT SURFACE REPAIR, RE: C2/C-501
04 CURB & GUTTER, RE: A1/C-501
05 SIDEWALK, RE: B1/C-501
06 CURB WALL, RE: C1/C-501
07 LANDSCAPING REPAIR, RE: GENERAL NOTES 4 & 5 AND LANDSCAPING &
IRRIGATION SPECIFICATIONS
08 ASPHALT TIE TO EXISTING, RE: B3/C-501
09 NATURAL GAS LINE CROSSING
10 CHILLER LINES TO CONNECT TO EXISTING CHILLER VALVES, RE:
MECHANICAL PLANS
2'
10
DocuSign Envelope ID: 8FFD9B91-84C1-4EF6-942B-1590EF203549
1/27/2022
0 1'2'4'1/2" = 1'-0"
1" BATTER
6"
1'-6"6"
6"
4
"
2'-0"
COMPACTED NATIVE OR IMPORTED
OR COMMON FILL MATERIAL
1"
5"
R1/2
"
R3 1
/
2
"
2.0%
NOTES:
1.PLACE EXPANSION JOINT MATERIAL AT TERMINAL
POINTS OF RADII, ADJACENT TO STRUCTURES AND
60-FEET MAXIMUM SPACING.
2.CONTINUOUS PLACEMENT PREFERRED, SCORE
INTERVALS 8-FEET MAXIMUM SPACING.
3.SEE SPECIFICATIONS FOR MATERIALS, PLACEMENT
& COMPACTION REQUIREMENTS.
4.ADJACENT WALKING SURFACES TO BE FLUSH WITH
TOP OF CURB. ADJACENT LAWN OR LANDSCAPE
SURFACES TO BE 1-INCH BELOW TOP OF CURB.CONCRETE
AGGREGATE BASE
SUBBASE
ADJACENT
SURFACE
PAVEMENT
SURFACE
MATCH PAVEMENT
SECTION DEPTH
REMOVE
CURB
R1
/
2
"
STANDARD CURB & GUTTER - CUTA1
0 1'2'3'3/4" = 1'-0"
6"
5"
1'
-
6
"
R1/
2
"
R
1
/
2
"
NOTES:
1.TIE NEW CURB WALL TO EXISTING CURB WALL WITH #4 REBAR
DOWELS AT 12" O.C.
2.COMPACTED SUBGRADE MATERIAL TO 95% OF THE STANDARD
PROCTOR, 1'-0" DEEP.
PAVEMENT
SECTION
LANDSCAPING
12" OF CRUSHED
AGGREGATE
MINIMUM UNDER CURB
EMBEDDED CURB WALLC1
1" = 1'-0"2'1'1/2'0
NOTES:
1. PERPENDICULAR CONTROL JOINT @ 8'
MAX. SPACING.
2. SIDEWALKS TO HAVE CENTER LINE
CONTROL JOINT ON SIDEWALKS 8'-0"
OR WIDER
6"
6"
WIDTH, RE: SITE PLAN
SLOPE 1/8"/FT 12"12"6"
AGGREGATE
BASE
COMPACTED
EXIST. NATIVE
MATERIAL
LIGHT
BROOM
FINISH
#4 BARS @ 18" O.C.
EACH WAY
PLASTIC
CAP
1/2"Ø SMOOTH BAR x 2'-0"
@ 24" O.C.-GREASE END OF
EXPANSION CAP FOR SLIPPAGE.
EXPANSION JOINTSIDEWALK EDGE
SCORE 1" DEEP GROOVE
AT 8'-0" MAX. SPACING
CONTROL JOINT
CONCRETE SIDEWALKB1
NOTES:
1. EXPANSION JOINT @ 32' SPACING
2. EXPANSION JOINT 1/2-INCH PREFORMED
JOINT MATERIAL (AASHTO M 213). FILL W/ JOINT
SEALER TO 1/4" BELOW SURFACE.
3. FOR NEW TO OLD CONCRETE CONNECTION
CONTRACTOR TO PRE-DRILL A 1/2"Ø x 12" LONG
HOLE INTO THE EXISTING CONCRETE AND
PLACE SMOOTH BAR INSIDE HOLE.
4. WHERE THERE ARE EXISTING SNOW MELT
CABLES IN THE EXISTING SIDEWALK,
CONTRACTOR SHALL ONLY PRE-DRILL A
1/2" Ø x 3" LONG HOLE.
NOTES:
1.BASE: 6 INCH COMPACTED DEPTH OF 3/4"
AGGREGATE BASE COMPACTED TO 95%
OF STANDARD PROCTOR.
2.CONTINUOUS PLACEMENT PREFERRED,
SCORE INTERVALS 8-FEET MAXIMUM
SPACING.
3.COMPACTED NATIVE MATERIAL TO 95%
OF STANDARD PROCTOR TO 1 FOOT
DEPTH.
CONCRETE
(4,000 PSI)
N.T.S.
EXIST.
ASPHALT
PAVING
EXIST. BASE MATERIALBASE AS PER
PAVING DETAILS
SAW CUT AND TAR COAT
EDGE OF EXISTING ASPHALT
AS REQ'D FOR ROAD TIE IN
NEW ASPHALT AS
PER PAVING DETAILS
ASPHALT TIE INB3
N.T.S.
KEYNOYES
01 5 1/4" LID
02 24"Ø x 6" CONCRETE COLLAR
03 (2) #4 REBAR HOOPS WITH #4 VERTICALS
04 PACK VOID WITH RUBBER SILICONE
05 NOTE USED
06 VALVE
07 CAST IRON VALVE RISER
08 FINISHED GRADE
09 REDWOOD BLOCKS
PLANSECTION
8"
01 02 08
03
04
09
07
06
02
05
06
01
--
VALVE BOX & LIDA3
N.T.S.
NOTES:
1.SEE SPECIFICATIONS FOR MATERIALS AND CONSTRUCTION
REQUIREMENT.
2.KEEP TRAFFIC OFF 72 HOURS, UNLESS OTHERWISE APPROVED
BY THE ENGINEER.
3.ALL STREET CUTS WILL REQUIRE RESURFACING BY A PAVING
MACHINE OR SPREADER BOX. PATCH WIDTHS ARE NEVER TO BE
LESS THAN 4'. LOCATE THE MATCH OF THE NEW TO EXISTING
PAVEMENT OUT OF THE VEHICLE WHEEL PATH OF THE STREET.
4.TACK ALL COLD JOINT SURFACES WITH EMUSION WHICH HAS
BEEN BROKEN PRIOR TO PATCHING.
4' MIN
EX ASPHALT
PAVEMENT
LOCAL CUTBACK,
IF REQUIRED
CUT ASPHALT IN
NEAT STRAIGHT LINE
MATCH EX PAVEMENT
DEPTH (2.5" MIN.)
COMPACTED TRENCH
BACKFILL
8" OF 3/4" MINUS
CRUSHED AGGREGATE
BASE
SURFACE REPAIR - ASPHALTC2 N.T.S.
PLAN
END VIEW
CURB & GUTTER
FLOW
SAND BAGS
SLOPE
SAND BAGS
SANDBAG SEDIMENT TRAPC3
SAND/GRAVEL
BAGS 3/4 FULL
J:
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2
2
1
2
2
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:
1/
2
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2
2
1
2
:
2
4
P
M
CIVIL SITE
DETAILS
C-501
1 2 3 4 5
D
C
B
A
Engineering Company
Mechanical/Electrical/Plumbing Consultants
377 West 800 North Salt Lake City, Utah 84103
Tel: (801) 322-0487 Fax: (801) 322-0490
SHEET NUMBER
UO
C
H
I
L
L
E
R
R
E
M
O
V
A
L
47
0
P
H
Y
S
I
C
A
L
P
L
A
N
T
W
A
Y
Re
x
b
u
r
g
,
I
d
a
h
o
8
3
4
4
0
REVISIONS:
BY
U
-
I
D
A
H
O
15381
P R O F E S S I O NAL EN
G
I
N
E
E
R
L I C E NSE
D
S
T
ATE O F I D A H O
M
A
TTHEW B . H I L L
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
305 North 3rd Ave, Suite A
Pocatello, Idaho 83201
(208) 238-2146
SHEET DESCRIPTION
JANUARY 28, 2022
21079HEATH PROJECT No:
CHECKED BY:
DRAWN BY:
DATE:
12226
OWNER PROJECT NUMBER:
CONSTRUCTION DOCUMENTS
AJP
KGM
DocuSign Envelope ID: 8FFD9B91-84C1-4EF6-942B-1590EF203549
1/27/2022