DDW-2024-007515

VICINITY MAPLOCATION MAP
MGSWA/HWC INTERCONNECT
CANYON VIEW COMMERCIAL
MAY 2024
DRAWINGS AND DETAILS
PROJECT
LOCATION
E N G I N E E R I N G
533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010
PHONE [phone] FAX [phone]
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PROJECT
LOCATION
1000-G001 COVER & INDEX
GENERAL
DRAWING INDEX
DWG#SHT#
701C901 CIVIL
CIVIL
2000-G002 SYMBOLS
3000-G003 GENERAL NOTES
501C201 SITE PLAN
601C401 MANHOLE PLAN AND SECTION
DETAILS
4000-G004 ABBREVIATIONS AND LEGEND
CROSS REFERENCING SYSTEM
1. PLAN TITLES AND ENLARGED PLAN TITLE:
DRAWING NUMBERING SYSTEM
2. SECTION OR ELEVATION TITLES:
3. DETAIL TITLES:
4. STANDARD DETAIL TITLES:
1
XXSXXX
10A301 D10A301
C
10A301B10A301
A
VIEW TITLES
VIEW REFERENCE/CALLOUTS
NTS
STANDARD DETAIL TITLE
DETAIL NUMBER
SECTION NUMBER
DRAWING # WHERE SECTION IS FOUND
PLAN NUMBER
SINGLE PLAN VIEW ON DRAWING MULTIPLE PLAN VIEWS ON DRAWING
DETAIL NUMBER TO BE NUMBERED
SEQUENTIALLY THROUGHOUT ENTIRE DISCIPLINE
DRAWING WHERE ENLARGED
VIEW IS REFERENCED
1. SECTION CUTS:
C. BY CALLOUT:
D. BY NOTES: "SEE DETAIL B/10S401"
DETAIL NUMBER TO BE NUMBERED
SEQUENTIALLY THROUGHOUT
ENTIRE DISCIPLINE
DRAWING WHERE DETAIL
IS FOUND
"B" IS DETAIL REFERENCE LETTER. "XXSXX" IS DRAWING WHERE DETAIL IS LOCATED
PHOTO #
POINTS DIRECTION
PHOTO WAS TAKEN
PHOTO NUMBER TO BE NUMBERED
SEQUENTIALLY THROUGHOUT
ENTIRE DISCIPLINE
3. PHOTO INDICATORS:4. ELEVATION MARKERS:
5. PHOTO TITLES:
NTS
PHOTO TITLE
PHOTO NUMBER TO BE NUMBERED
SEQUENTIALLY THROUGHOUT ENTIRE DISCIPLINE
PLAN
NORTH MATCH LINE
SEE SHEET XXXXXX
NEW/PROPOSED LINEWORK
EXISTING LINEWORK
FUTURE LINEWORK
MISCELLANEOUS
DISCIPLINE CODE (SEE
LISTING ON THIS DRAWING)
ESTCODE
ESTCODE
ESTCODE
ARROW CONNECTING
REFERENCE LINE
TO ARROW SIDE
MEMBER OF JOINT
FIELD WELD SYMBOL
WELD ALL AROUND
SYMBOL
TAIL
T
SPECIFICATION,
PROCESS, OR OTHER
REFERENCE
BASIC WELD SYMBOL
OR DETAIL REFERENCE
OTHER SIDE
ARROW SIDE
B - BUTT JOINT
C - CORNER JOINT
T - T-JOINT
BC - BUTT OR CORNER JOINT
P - PARTIAL JOINT PENETRATION
WELDING SYMBOL
2. DETAIL CALLOUT:
A. NON-STANDARD DETAIL CALLOUTS:DETAIL NUMBER
XX
DWG#DRAWING WHERE ENLARGED
VIEW IS REFERENCED
DETAIL TITLE OR XX
DWG#
B. STANDARD DETAIL CALLOUTS:
DISCIPLINE CODE (SEE LISTING ON
THIS DRAWING)
STANDARD DETAIL NUMBER
DETAIL TITLE OR SXXX
(NORTH)(EAST)(SOUTH)(WEST)
SECTION/ELEVATION LETTERS TO BE IN ALPHABETICAL
ORDER THROUGHOUT ENTIRE DISCIPLINE
DRAWING WHERE ENLARGED
VIEW IS REFERENCED
E. ENLARGED PLAN BY CALLOUT:
TEXT LABEL STATING THE LOCATION
OF ENLARGED PLAN
EXAMPLE: "AREA NAME" SEE DRAWING "XXXXXX"
NOTE: IF PLAN AND SECTION (OR DETAIL REFERENCE AND DETAIL) ARE SHOWN
ON THE SAME DRAWING, THE DRAWING NUMBER IS REPLACED WITH A LINE.
XXX-XXXXXX
PIPE TAG
XXWINDOW TAG
DOOR TAG
100
ROOM NAMEROOM/# TAG
PIPE FITTING TAG
PLUMBING EQUIPMENT TAG XX
TAG INDICATOR
LETTER IN THE SAME
LOOP (SEE NOTE 3)
UNIT NUMBER (SEE NOTE 2)
SYSTEM CODE
(TABLE 2)
DEVICE IDENTIFIER
(TABLE 1)
FACILITY/PROCESS AREA
(SEE TABLE 1 IN "DRAWING NUMBER SYSTEM")
(SEE NOTE 1)
CODE DEVICE
CV CHECK VALVE
FV AUTOMATIC VALVE
G GATE
H HVAC
HV HAND VALVE
M METER
ME MECHANICAL EQUIPMENT
P PUMP
SPV SAMPLE VALVE
SV SOLENOID VALVE
TABLE 1
NOTES:
1.IF THE PROJECT DOES NOT HAVE AREAS THEN THE "FACILITY/PROCESS AREA" MAY BE DROPPED FROM THE TAGGING EQUIPMENT.
2.UNIT NUMBERS ARE INCREMENTAL AND UNIQUE TO EACH CONTROL LOOP. IF THE PROJECT HAS LARGE AREAS AND THE 3 DIGIT NUMBERS (000 TO 999) ISN'T ENOUGH LOOP NUMBERS.
3.LETTER (A - Z) IS THE SUFFIX WHERE THERE ARE MULTIPLE PIECES OF THE SAME TYPE OF EQUIPMENT WITHIN THE SAME LOOP
LOOP NUMBER
0 GENERAL AND ANCILLARY SYSTEMS
1-6 PROCESS SYSTEMS
7 PLUMBING AND FIRE PROTECTION SYSTEMS
8 HVAC SYSTEMS
9 ELECTRICAL AND NETWORK SYSTEMS
TABLE 2
EQUIPMENT TAGGING
TABLE 1 - FACILITY /PROCESS AREA
CODE FACILITY/PROCESS AREAS
GENERAL
01 CIVIL
10 HEADWORKS
20 EQUALIZATION BASIN
30 FINE SCREENS
40 AERATION BASIN
ELECTRICAL
INSTRUMENTATION
CIVIL DETAILS
ARCHITECTURAL DETAILS
STRUCTURAL DETAILS
MECHANICAL DETAILS
PLUMBING DETAILS
HVAC DETAILS
83
84
84
85
81
82
CIVIL SCHEDULES
ARCHITECTURAL SCHEDULES
STRUCTURAL SCHEDULES
MECHANICAL SCHEDULES
PLUMBING SCHEDULES
HVAC SCHEDULES
TABLE 1 - FACILITY/PROCESS
AREA
XXXXXX
TABLE 2 - DISCIPLINE CODES
UNIQUE NUMBER (01-99)
TABLE 3 - DRAWING TYPE
(EXAMPLE AREA, MODIFY PER PROJECT)
(EXAMPLE AREA, MODIFY PER PROJECT)
(EXAMPLE AREA, MODIFY PER PROJECT)
(EXAMPLE AREA, MODIFY PER PROJECT)
TABLE 2 - DISCIPLINE CODES
CODE
G
DISCIPLINE
GENERAL
C CIVIL
A ARCHITECTURAL
S STRUCTIONAL
M MECHANICAL
H HVAC
F FIRE PROTECTION
E
I INSTRUMENTATION
ELECTRICAL
Optional
TABLE 3 - DRAWING TYPES
NUMBER
0
GENERAL, CIVIL, ARCHITECTURAL, STRUCTURAL,
MECHANICAL, HVAC, ELECTRICAL
INSTRUMENTATION
GENERAL, SYMBOLS, LEGENDS, ABBREVIATIONS, NOTES, ETC.
1 DEMOLITION / EXISTING / TEMPORARY PROCESS AND INSTRUMENTATION DIAGRAMS
2 SITE AND/OR FACILITY PLANS NETWORK DIAGRAMS
3 EXTERIOR ELEVATIONS WIRING DIAGRAMS
4 SECTIONS
5 PERSPECTIVES / ISOMETRICS
6 DISCIPLINE SPECIFIC / USER CHOICE
7 DISCIPLINE SPECIFIC / USER CHOICE
8 SCHEDULES
9 DETAILS
DISCIPLINE SPECIFIC / USER CHOICE
DISCIPLINE SPECIFIC / USER CHOICE
DISCIPLINE SPECIFIC / USER CHOICE
SCHEDULES
DETAILS
DISCIPLINE SPECIFIC / USER CHOICE
(2) DIGIT NUMBER CAN BE OMITTED
IF PROJECT CONSIST OF (1) ONE
FACILITY/PROCESS AREA
P PLUMBING
1/4"=1'-0"
TITLE#
1/4"=1'-0"
TITLE
1/4"=1'-0"
SECTION TITLE XXXX
XXXXXX
1/4"=1'-0"
DETAIL TITLE XXXX
XXXXXX
XXX
XX
XXXXXX
X###
##X###DRAWING WHERE ENLARGED
VIEW IS REFERENCED
XXXX
X
X
93
94
94
95
91
92
XXXX
E N G I N E E R I N G
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AQUA ENGINEERING LLC, © COPYRIGHT 2023 BOUNTIFUL, UTAH
DRAWING NO.
SHEET
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EARTHWORK NOTES
GENERAL NOTES VALVE NOTES
PIPING NOTES
1. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SHALL NOTIFY THE OWNER OF
ANY DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. THERE
ARE NUMEROUS UTILITIES WITHIN THE PROJECT LIMITS. ALTHOUGH SIGNIFICANT
EFFORT HAS BEEN TAKEN TO LOCATE AND DEPICT THESE UTILITIES. THE CONTRACTOR
MUST VERIFY THE LOCATION AND EXTENT OF ALL UTILITIES AND COORDINATE PROJECT
CONSTRUCTION EFFORTS WITH ALL AFFECTED UTILITIES. CALL BLUE STAKES AT
1-800-662-4111 BEFORE DIGGING.
2. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF DISCREPANCIES
BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS
BEFORE PROCEEDING WITH THE WORK.
3. ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE IBC 2018,
IFGC 2015, IPC 2015, IMC 2015, 2015 IECC, 2014 NEC, MGSWA/HWC, AND OTHER
REGULATORY AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK.
MGSWA/HWC STANDARDS SHALL TAKE PRIORITY IN THE EVENT OF DISCREPANCIES
BETWEEN THESE DRAWINGS & THE STANDARDS.
4. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES,
TYPICAL DETAILS AND SPECIFICATIONS.
5.THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT
COVERED BY THESE GENERAL NOTES OR THE DRAWINGS.
6. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE TEMPORARY
ERECTION OF BRACING AND SHORING AS REQUIRED FOR STABILITY OF STRUCTURES
AND EXCAVATIONS DURING ALL PHASES OF CONSTRUCTION.
7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY
PERMITS AND LICENSES REQUIRED TO COMPLETE CONSTRUCTION OF THE PROJECT
AS DETAILED. STOCKPILE & STAGING AREAS MUST BE ESTABLISHED AND RESERVED BY
THE CONTRACTOR.
8. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH ALL TEMPORARY WATER, POWER,
OR OTHER UTILITIES AS REQUIRED TO COMPLETE CONSTRUCTION OF THE PROJECT AS
DETAILED.
9. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ALL FLAGGING, BARRICADES AND
TRAFFIC CONTROL AS MAY BE NECESSARY TO ENSURE SAFETY TO THE GENERAL
PUBLIC DURING CONSTRUCTION AND TO COMPLY WITH THE REQUIREMENTS OF
MGSWA/HWC.
10. THE CONTRACTOR SHALL HOLD A VALID UTAH CONTRACTOR'S LICENSE PRIOR TO
BEGINNING CONSTRUCTION.
11. THE CONTRACTOR SHALL MAINTAIN CLEAN CONSTRUCTION AREAS. ALL DEBRIS,
RUBBISH AND TRASH MUST BE REMOVED FROM THE SITE AND DISPOSED OF IN A
LAWFUL MANNER.
12. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SET OF DRAWINGS AT THE JOB
SITE FOR THE PURPOSE OF RECORDING ALL ACTUAL MEASUREMENTS AND DETAILS TO
BE USED IN THE PREPARATION OF "AS-BUILTS" OR "RECORD" DRAWINGS. FINAL
PAYMENT WILL NOT BE RELEASED UNTIL "AS-BUILTS" OR "RECORD" DRAWINGS HAVE
BEEN SUBMITTED TO AND ACCEPTED BY THE ENGINEER.
1. ALL POTABLE WATER PIPE SHALL BE C900 PVC OR DUCTILE IRON PRESSURE CLASS AND
SHALL HAVE THE NSF STAMP OF APPROVAL.
2. ALL DUCTILE IRON FITTINGS SHALL BE RATED FOR WORKING PRESSURES UP TO 250 PSI
UNLESS NOTED DIFFERENTLY IN DRAWINGS.
3. ALL SUMP DRAIN LINES AND FITTINGS SHALL BE HDPE PIPE WITH SMOOTH INTERIOR AND
CORRUGATED EXTERIOR CONFORMING TO AASHTO M294.
4.ALL DUCTILE IRON PIPE, FITTINGS, & STAINLESS STEEL SERVICE SADDLES INSTALLED IN
DIRECT BURY APPLICATIONS SHALL HAVE 8 MIL THICK POLYETHYLENE ENCASEMENT AND
BE FURNISHED COMPLETE WITH THRUST BLOCKS CAST AGAINST UNDISTURBED NATIVE
SOILS OR APPROVED THRUST RESTRAINING SYSTEMS.
5.ALL BOLTS FOR DIRECT BURY FITTINGS SHALL BE COATED WITH FM GREASE, PRIOR TO
BEING COVERED WITH POLYETHYLENE ENCASEMENT.
6.ALL POTABLE WATER LINES SHALL BE INSTALLED, TESTED AND DISINFECTED PER
R309-550 PUBLIC DRINKING WATER DESIGN AND OPERATION RULES. ALL MATERIAL THAT
MAY CONTACT DRINKING WATER, INCLUDING PIPES, GASKETS, LUBRICANTS, CHEMICALS,
COATINGS, O-RINGS, SHALL BE ANSI/NSF 60 AND/OR 61 CERTIFIED. TO PERMIT FIELD
VERIFICATION OF THIS CERTIFICATION, ALL SUCH COMPONENTS SHALL BE
APPROPRIATELY STAMPED WITH THE NSF LOGO. FLUSHING AND DISINFECTING OF
WATER LINES SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651.
7.ALL OPEN ENDS OF PIPE SHALL BE EFFECTIVELY SEALED AT THE END OF THE DAY'S
WORK.
8.ALL PIPE LINES SHALL BE PRESSURE TESTED PER MGSWA/HWC & AWWA STANDARDS
AND SPECIFICATIONS.
1.ALL GATE VALVES SHALL BE RESILIENT SEAT GATE VALVES AND SHALL CONFORM TO
AWWA C-509. VALVES INSTALLED IN DIRECT BURY APPLICATIONS SHALL BE FURNISHED
WITH A TWO-INCH SQUARE OPERATING NUT, WITH SLIP-TYPE CAST IRON VALVE BOX.
VALVES SHALL BE INSTALLED WITH 8 MIL THICK POLYETHYLENE ENCASEMENT.
1.THE SITE SHALL BE CLEARED OF ALL GRASSES, SHRUBS, TREES, AND ROOTS. TOPSOIL
SHALL BE STRIPPED AND STOCKPILED FOR REUSE ON FILL SLOPES, AND DISTURBED
NON-TRAFFIC AREAS. SIDE SLOPES SHALL BE LAID BACK AT SLOPES NO STEEPER THAN
3:1 UNLESS SPECIFICALLY NOTED.
2.SEE THE PROJECT SPECIFICATIONS FOR GRADATION AND COMPACTION
REQUIREMENTS FOR BEDDING, BACKFILL, BASE COURSE, A.C. PAVEMENT AND
CRUSHED ROCK SURFACE COURSES. MGSWA/HWC CONSTRUCTION STANDARDS MUST
BE FOLLOWED. IN THE EVENT OF CONFLICTS BETWEEN MGSWA/HWC STANDARDS AND
THESE PROJECT PLANS AND SPECIFICATIONS; THE MGSWA/HWC STANDARDS WILL
TAKE PRECEDENCE.
3.ALL TRENCHES AND EXCAVATIONS SHALL BE CUT, PROTECTED AND SUPPORTED AS
PRESCRIBED BY OSHA.
4.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN ANY
EQUIPMENT NECESSARY TO DEWATER EXCAVATIONS.
5.DEWATERING OF TRENCHES MAY BE REQUIRED. THE CONTRACTOR IS RESPONSIBLE
TO KEEP ALL EXCAVATIONS FREE OF STANDING WATER.
6.STOCKPILE AND STAGING AREAS MUST BE ESTABLISHED AND RESERVED BY THE
CONTRACTOR.
E N G I N E E R I N G
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AQUA ENGINEERING LLC, © COPYRIGHT 2023 BOUNTIFUL, UTAH
DRAWING NO.
SHEET
CA
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CATCH BASIN
OVERHEAD POWER LINE
STRUCTURE
STREET LIGHT
POLE & ANCHOR
CLEAN OUT BOX
OP
COB
OP
LEGEND
PLAN VIEW
GAS LINE
MANHOLE
WATER METER
WATER VALVE
FIRE HYDRANT
SANITARY SEWER LINE
ELECTRIC CABLE
TELEPHONE CABLE
CB
WM
SS
T
E
G
PROPERTY OR R/W LINE
WATER LINE
STORM DRAIN LINE
BANK SLOPES
SPOT ELEVATION
CONTOUR LINE
EASEMENT LINE
FENCE
W
SD
4250.00
4250
EXISTING
WV
WM
SS
T
E
G
SD
W
PROPOSED
CONCRETE PAVING
550.00
TOA
4250
ASPHALT PAVING
FLOW DIRECTION
GRAVEL PAVING
EDGE OF ASPHALT
EDGE OF GRAVEL
EDGE OF CONCRETE
SHOWN OR SHOWN INCORRECTLY.
SIBILITY FOR THE UTILITIES NOT
THE ENGINEER BEARS NO RESPON-
THE PROTECTION OF ALL UTILITIES.
CONTRACTOR IS RESPONSIBLE FOR
OF THE CONTRACTOR ONLY. THE
ON PLANS FOR THE CONVENIENCE
EXISTING UTILITIES ARE SHOWN
1-800-662-4111
UNDERGROUND SERVICE (USA)
UTILITIES. IT'S COSTLY
AVOID CUTTING UNDERGROUNDNOTICE:
BLUE STAKES
BEFORE YOU
Dig
Call
POINT OF COMPOUND CURVATURE
LENGTHL
POC
PP
PL
PI
POWER POLE
POINT ON CURVE
PROPERTY LINE
POINT OF INTERSECTION
EDGE OF OIL
EMBANKMENT
DUCTILE IRON PIPE
CLEAN OUT BOX
DISTANCEDIST
EMB
EQUIP
ENT
EO
ENGR
EQUIPMENT
ENTRANCE
ENGINEER
ELEC
ELEV
EA
E
D/W
DL
DTH
EACH
ELECTRIC / ELECTRICAL
ELEVATION
EAST
DRAIN LINE
DISHWASHER
DEKATHERM
D
DIA
DIP
DET
CW
CULV
CUL
DRAIN
DIAMETER
DETAIL
CULINARY
CLOCKWISE
CULVERT
CU YD
CU FT
CTR
COR
COL
CONN
COB
CUBIC YARD
CUBIC FEET
CENTER
CORNER
CONNECT
COLUMN
NO OR #
OFF REV
OD
PERF
PCC
PBR
PA
ORIG
O-O
OC
NTS
N
MPH
MON
OUTSIDE DIAMETER
PERFORATED
PHOTOBIOREACTOR
OFFICE REVISION
OUTSIDE TO OUTSIDE
PROCESS AIR
ORIGINAL
ON CENTER
NOT TO SCALE
MILES PER HOUR
MONUMENT
NUMBER
NORTH
MI
MJ
MISC
MIN
MGSWA
MH
MAX
MATL
MAINT
LWL
LT
LIC
LIN
LS
LB
MECHANICAL JOINT
MISCELLANEOUS
MILE
MINIMUM / MINUTE
MANHOLE
MOUNTAIN GREEN SUBDIVISION WATER ASSOCIATION
MAXIMUM
MATERIAL
MAINTENANCE
LOW WATER LEVEL
LAND SURVEYOR
LINEAR / LINEAL
LEFT
LICENSE
POUND
@ AT
FENCE CORNERFEN COR
CONSTRUCTION JOINT
CORRUGATED METAL PIPE
CAST IRON PIPE
CUBIC FEET PER SECOND
CURB AND GUTTER
CENTER TO CENTER
COUNTER CLOCKWISE
CATCH BASIN
BENCH MARK
BUREAU OF LAND MANAGEMENT
BLIND FLANGE
BEGINNING / BEGIN
APPROXIMATELY
AVERAGE DAILY TRAFFIC
BLOCKBLK
CJ
CIP
CMP
CL
CFS
C&G
C-C
CENTERLINE
BTWN
CCW
CB
BRG
BSMT
BOT
BETWEEN
BASEMENT
BEARING
BOTTOM
BLD FLG
BLM
BM
BLDG
BKFL
BK
BDRY
BEG
BUILDING
BACKFILL
BACK
BOUNDARY
ADT
AZ
BAL
APPROX
AL
ASPH
BALANCE
AZIMUTH
AIR LINE
ASPHALT
INV
JCT
IRR
INFO
IJ
IN
HWL
ID
HYD
HWY
H&T
HORIZ
HDWL
ISOLATION JOINT
INFORMATION
INVERT
JUNCTION
IRRIGATION
INCH
INSIDE DIAMETER
HIGH WATER LEVEL
HORIZONTAL
HUB & TACK
HYDRANT
HIGHWAY
HEADWALL
GSP
GYP
GM
GEN
GA
GALV
G
FLG
FRP
FTG
FT
FLR
FDN
FIN
FD
GALVANIZED STEEL PIPE
GAUGE
GYPSUM
GAS METER
GALVANIZED
GENERAL
GAS
FOUNDATION
FLOOR DRAIN
FLANGE
FOOTING
FEET
FIBERGLASS REINFORCED PIPE/PANEL
FLOOR
FINISH
ABBREVIATIONS
SQUARE FEETSQ FT
WITHOUT
CROSS SECTION
CROSSING
WATER METER
W/O
X-SEC
XING
W/
WM
WITH
TOP TOP OF PIER
VICTAULIC COUPLING
TOP OF SLAB
TOP OF WALL
UTILITY WATER
WEST / WATER
VERTICAL POINT OF TANGENCY
VERTICAL POINT OF CURVE
VERTICAL POINT OF INTERSECTION
VOLUME
VERTICAL
VERTICAL CURVE
UNLESS NOTED OTHERWISE
TOTAL SUSPENDED SOLIDS
TELEPHONE POLE
VC
VERT
VPI
W
VPT
VPC
VIC
VOL
TOW
UW
UNO
TSS
TP
TOS
TOP OF FOOTING
TEMPORARY
TOP BACK CURB
TANGENT
TOWNSHIP
STRUCTURE
STANDARD
STATION
STAINLESS STEEL
STREET
STAINLESS STEEL
SQUARE YARD
TEMP
STRUCT
TBC
TOF
T
TAN
STN STL
SQ YD
STD
STA
STL
SS
ST
STEEL
POINT OF REVERSE CURVEPRC
SQUARE
SPECIFICATIONS
SHEET
SECTION CORNER
STORM SEWER
SCHEDULE
SANITARY
SOUTH / SLOPE
RIGHT OF WAY
RIGHT / ROUTE
RAILROAD
REVISION
SPECS
SEC COR
SQ
SHT
SD
SCH
R/W
RT
SAN
S
RR
REV
POTABLE WATER
POUNDS PER SQUARE INCH
REINFORCED
REFERENCE
REINFORCED CONCRETE PIPE
RETURN ACTIVATED ALGAE
QUANTITY
POLYVINYL CHLORIDE
POINT OF BEGINNING
POINT OF TANGENCY
PROPERTY
PROJECT
REINF
REF
RD
RCP
RAA
QTY
ROAD
PROP
PROJ
PT
PVC
PW
POB
PSI
UNDERGROUNDUG
POUNDS PER SQUARE FOOTPSF
THREADEDTHD
SOCKETSKT
FG FINISHED GRADE
FF FINISHED FLOOR
PE PLANT EFFLUENT
PD POND EFFLUENT
TOP OF CONCRETETOC
TOP OF ASPHALTTOA
EDGE OF ASPHALTEOA
YARD HYDRANTYH
FH FIRE HYDRANT
HDPE HIGH DENSITY POLYEURETHANE PIPE
EOG EDGE OF GRAVEL
TOP OF GRAVELTOG
DMH DRAINAGE MANHOLE
EB ELECTRICAL BOX
ELECTRICAL MANHOLEEMH
LP LIGHT POLE
NPW NON-POTABLE WATER
PI PRIMARY INFLUENT
RETURN ACTIVATED SLUDGERAS
WASTE ACTIVATED SLUDGEWAS
ABUT ABUTMENT
FE FIRE EXTINGUISHER
ML MIXED LIQUOR
THICKTHK
OSB ORIENTED STRAND BOARD
MB MACHINE BOLT
GLB GLUED LAMINATED BEAM
HSS HOLLOW STRUCTURAL SECTION
CLW CHLORINE WATER
Ø DIAMETER
AB ANCHOR BOLT
EOS EDGE OF SHOULDER
ALUM ALUMINUM UTILITY BOX UB
CLEAN OUTCO
CONC CONCRETE
WO WEIR OVERFLOW
TYPICALTYP
TOTAL KIELDAHL NITROGENTKN
BIOCHEMICAL OXYGEN DEMANDBOD
DIG DIGESTER
ADF AVERAGE DAILY FLOW
BTU BRITISH THERMAL UNIT
CONCRETE MASONRY UNITCMU
CUBIC FEET PER MINUTECFM
CONT CONTINUOUS
DEG DEGREE
DWG DRAWINGS
DWV DRAIN WASTE VENT
EL ELBOW
EG EXISTING GROUND
EF EACH FACE
EDGE OF CONCRETEEOC
EQ EQUAL
ES EXIT SIGN
FP FLOOR PENETRATION
FW FLAT WASHER
FPS FEET PER SECOND
GAL GALLONS
GPD GALLONS PER DAY
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
HDG HOT DIPPED GALVANIZED
HB HOSE BIBB
HP HORSE POWER
HR HOUR
HRT HYDRAULIC RETENTION TIME
HW HOT WATER
IE INVERT ELEVATION
LG LONG / LENGTH
SPACING OR SPACESP
TOP OF MANHOLETOM
ULTRA VIOLETUV
VOLTSV
VENT TO ROOFVTR
WATER CLOSETWC
WATER HEATERW/H
BT BIOTOWER
IC INTERMEDIATE CLARIFIER
SECONDARY CLARIFIERSC
TRICKLING FILTERTF
RANGE / RADIUSR
DN DOWN
PC POINT OF CURVATURE/PRIMARY CLARIFIER
MBR MEMBRANE BIOREACTOR
PLUG VALVEPV
GV GATE VALVE
BF BLIND FLANGE
CV CHECK VALVE
AIR PINCH VALVEAPV
AD ANAEROBIC DIGESTER
GT GRAVITY THICKENER
/AEROBIC DIGESTER
ESTIMATEEST
EX
EXC
EXISTING
EXCAVATION
EW EACH WAY
MFR MANUFACTURER
ULTRAFILTRATION UF
ACH ALUMINUM CHLOROHYDRATE
FEX FILTRATE EXHAUST
AIR RELIEF VALVEARV
AIR SCOURAS
BV BALL VALVE
BWS BACK WASH SUPPLY
BWW BACK WASH WASTE
CONTROL AIRCA
BFV BUTTERFLY VALVE
COMBINED FILTER EFFLUENTCFE
CITRIC ACIDCI
CLR CLEARANCE
CPVC CHLORINATED PVC
DR DRAW
/CLEAN-IN-PLACE
CLEAN-IN-PLACE RETURNCIPR
CLEAN-IN-PLACE SUPPLYCIPS
CLEAN-IN-PLACE WASTECIPW
NAOH SODIUM HYDROXIDE
PVMT PAVEMENT
PRESSURE REDUCING VALVEPRV
RAW WATERRAW
RAW WATER SUPPLYRWS
SODIUM BISULFITESBS
SETTLED WATERSW
IFE INDIVIDUAL FILTER EFFLUENT
MKR MARKER
HWC HIGHLANDS WATER COMPANY
E N G I N E E R I N G
G004
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AQUA ENGINEERING LLC, © COPYRIGHT 2023 BOUNTIFUL, UTAH
DRAWING NO.
SHEET
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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
W
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EXISTING 30,000 GALLON
MOUNTAIN GREEN
WATER TANK
PROPOSED 6" C900
DR18 PVC WATERLINE
HOT TAP CONNECTION TO EXISTING
6" DIP FIRE HYDRANT LATERAL
RIV
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EXISTING 8" DIP
WATERLINE
DIP WATERLINE ABANDONED
PER MOUNTAIN GREEN
WATER COMPANY
CONNECT TO EXISTING
WATERLINE
EXISITNG
SEWER LINE
EXISTING 8" DIP
WATERLINE
EXISTING
WATER LATERAL
EXISTING FIRE
HYDRANT
EXISTING SEWER
LATERAL
1"=20'-0"
PLAN
Scale in Feet
0 20 40
20
.
0
0
'
TRANSITION FROM C900
DR18 PVC TO CLASS 350 DIP
TRANSITION FROM CLASS
350 DIP TO C900 DR18 PVC
EXISTING 6" TRANSITE
WATERLINE
PROPOSED 6" C900
DR18 PVC WATERLINE
PROPOSED 6"
CLASS 350 DIP
WATERLINE
EXISTING TANK TO BE
ABANDONED IN PLACE.
CAP EXISTING PIPE AND
ABANDON IN PLACE
PROPOSED 5' Ø
PRE-CAST CONCRETE
MANHOLE
REMOVE AND
REPLACE EXISTING
CONCRETE SIDEWALK
NOTES:
1.LOCATION OF UTILITIES ARE APPROXIMATE AND BASED ON PROVIDED
"AS-BUILT" SYSTEM DRAWINGS. CONTRACTOR TO COORDINATE LOCATION
SERVICES WITH SYSTEM OWNERS AND BLUE STAKES.
4" PVC MANHOLE
DRAIN LINE
DRAIN TO DAYLIGHT1
91C901
0
1/
2
1
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AQUA ENGINEERING LLC, © COPYRIGHT 2023 BOUNTIFUL, UTAH
DRAWING NO.
SHEET
CA
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01C202
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3/4"=1'-0"
PLAN
0
Scale in Feet
1 2
3/4"=1'-0"
SECTIONA
-
0
Scale in Feet
1 2
PRE-CAST
5' Ø MANHOLE
30" TRAFFIC RATED RING AND COVER
SET TO GRADE. LABEL "WATER".
6" BURIED GATE VALVE
WITH RESTRAINT FLANGE
(TYP)
6" MJ SLEEVE
(TYP)
FROM HWLTO MGSWA
A
-
6" DISMANTLING
JOINT
CLA-VAL MODEL
90-99 PRV
X
FINISHED GRADE
8'
-
0
"
(E
S
T
I
M
A
T
E
D
)
CORE AND GROUT
ANNULAR SPACE USING
NON-SHRINK GROUT (TYP)
RESTRAINT
FLANGE
(TYP)
DRILL AND TAP, INSTALL
PRESSURE GAUGE
(0-150 PSI TYP)
CLA-VAL MODEL 90-99 PRV
(COORDINATE PILOT SETTINGS WITH MGSWA/HWC)
30" TRAFFIC RATED RING AND COVER
SET TO GRADE. LABEL "WATER"
RESTRAINT
FLANGE
(TYP)
6" BURIED GATE VALVE
WITH RESTRAINT FLANGE
(TYP)
CORE AND GROUT
ANNULAR SPACE USING
NON-SHRINK GROUT (TYP)
PRE-CAST
5' Ø MANHOLE
6" MJ SLEEVE
(TYP)
DRILL AND TAP, INSTALL
PRESSURE GAUGE
(0-150 PSI TYP)
ADJUSTABLE
PIPE SUPPORT
3/4" CRUSHED ROCK SLAB
CUSHION ON UNDISTURBED SUBGRADE ENCAPSULATED
IN NON-WOVEN GEOTEXTILE (MIAFI 140N OR EQUAL)
1'
-
0
"
MI
N
LADDER
RUNGS
6" CLASS 350 DIP
6" C900 PVC
FROM HWL
6" C900 PVC
TO MGSWA 3'-0"
(TYP)5'-0"
(TYP)
M132
BURIED GATE
VALVE (TYP)C127
BURIED GATE
VALVE (TYP)C127
1'-0" MIN
INSTALL VALVE BOXES AND
CONCRETE COLLARS TO GRADE
NOTES:
1.CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS,
BURY DEPTHS, AND LENGTHS.
LADDER
RUNGS
4" PVC MANHOLE
DRAIN PIPE
1'
-
6
"
MI
N
4" FLOOR DRAIN
0
1/
2
1
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AQUA ENGINEERING LLC, © COPYRIGHT 2023 BOUNTIFUL, UTAH
DRAWING NO.
SHEET
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01C401
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D
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4"
2'-0"2'x2' CONCRETE PAD
CRUSHED
ROCK
PROVIDE STEM EXTENSION
WHEN VALVE BURY DEPTH
EXCEEDS 8 FEET
VALVE BOX
150# GATE VALVE.
BURIED SERVICE W/GEAR
OPERATOR. EPOXY COAT
EXTERIOR.
NOTES:
1-PROVIDE PROTECTIVE COATING TO EXTERIOR SURFACE
OF VALVE BODY AND PROVIDE STAINLESS STEEL NUTS
AND BOLTS.
2-VALVE BOX LID SHALL BE LABELED ACCORDING TO SERVICE.
NTS
BURIED GATE VALVE
C127
PIP
E
1'
-
0
"
MI
N
6"
MI
N OD + 48"
MAX
UNDISTURBED SUBGRADE
SELECT BEDDING COMPACTED
TO 95% MAX DRY DENSITY
(NOTE 1)
LOCATOR TAPE (METALLIC
FOR NON-METALLIC UTILITIES)
BACKFILL
COMPACTED TO
85% OF MAX DRY
DENSITY (NOTE 1)
SLOPE LAYBACK PER
OSHA REQUIREMENTS
TOP SOIL (IF REQUIRED)
RESTORE TO ORIGINAL GRADERESTORE TO ORIGINAL GRADE
TRENCH IN PAVED AREAS TRENCH IN UNPAVED AREAS
SAWCUT EDGE
(FOR EXISTING ASPHALT)
BITUMINOUS
SURFACE COURSE
UNTREATED
BASE COURSE COMPACTED
TO 95% MAX DRY DENSITY
(NOTE 1)
NATIVE OR IMPORTED
BACKFILL COMPACTED TO
95% MAX DRY DENSITY
(NOTE 1)
SELECT NATIVE OR IMPORTED
BEDDING COMPACTED TO 95%
MAX DRY DENSITY
(NOTE 1)
NTS
PIPE TRENCHC102
12" MIN
MAX DEPTH = 18" BELOW
FINAL SURFACE
NOTES:
1 -UNO IN GEOTECHNICAL REPORT OR TECHNICAL SPECIFICATION 312000
13 1/2
11
11
*SEE MFR.
18
36
32
30
24
20
16
14
12
8
10
6
6 3 1/2
6
6
6
6
6
4
4
4
4
3 1/2
3
4
4
3
3
3
3
3
*2 1/2 9
*2 1/2
*2 1/2
*2 1/2
9
9
9
2421 1/4
32 5/8
30 5/8
29 5/8
26 1/2
23 1/4
34 3/4
32 3/4
25 1/2
28 1/1
31 1/2
19 7/8
18 7/8
15 5/8
13 5/8
14 5/8
11 5/8
20 3/4
19 3/4
22 1/4
15 1/4
18 1/4
16 1/2
ADJUSTABLE PIPE SUPPORT APPROXIMATE DIMENSIONS IN INCHES
PIPE DIA
2 1/2
4
3 1/2
3
2 1/2
3
2 1/2
2 1/2
'A'
91 1/2
*2 1/2
1 1/2
1 1/2
9
9
9
'B''C'
8
10 1/4
8 1/2
8 1/4
MINIMUM
'D'
11 1/2
11 3/4
14
12
MAXIMUM
'D'
13 1/2
13 1/2
13 1/2
13 1/2
13 1/2
'D
'
'B'
'A'
'C'1"
MI
N
3"
MI
N
DRY PACK
150 LB THREADED
REDUCING FLANGE
GALVANIZED
'D
'
'B'
'A'
'C'
ADJUSTABLE PIPE
SUPPORT
GRINNELL FIG 264,
ELCEN FIG 50,
OR EQ
'U' BOLT PIPE SUPPORT
GRINNELL FIG 259,
ELCEN FIG 49, OR EQ
SS ANCHOR BOLT OR SELF-DRILLING
CONCRETE SS ANCHOR W/STUD AND
(2) NUTS EA, SIZE TO SUIT FLANGE
(TYP OF 4 @ 90°)
NTS
ADJUSTABLE PIPE SUPPORTM132
NTS
DAY LIGHT1
-
DRAIN LINE TO
4"
DRAIN PIPE
NO. 14 SS SCREEN
1'
-
0
"
NATIVE ROCK
3'-0"1'-0
"
FG
91C901
DE
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AQUA ENGINEERING LLC, © COPYRIGHT 2023 BOUNTIFUL, UTAH
DRAWING NO.
SHEET
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