7061 COD HCDF and WPPFPS Drawings35E
35E
380
SH 377377
377
77
77
288
288
Texas Womens
University Golf CourseTexas Womans University
University Of North Texas
PE
R
C
AN
C E KE
FM 1830N
DECEMBER 2018
LOCATION MAP
NOT TO SCALE
City
of
CITY COUNCIL
CHRIS WATTS - MAYOR
COUNCIL MEMBERS
GERARD HUDSPETH - DISTRICT 1
KEELY BRIGGS - DISTRICT 2
DON DUFF - DISTRICT 3
JOHN RYAN - DISTRICT 4
DALTON GREGORY
SARA BAGHERI
PUBLIC UTILITIES BOARD
RANDY ROBINSON, CHAIRMAN
LILIA CHAVEZ BYNUM
BRENDAN CARROLL
ALLEN BISHOP
SUSAN PARKER
BARBARA RUSSELL
CHARLES JACKSON
ASSISTANT CITY MANAGER OF UTILITIES
MARIO CANIZARES
GENERAL MANAGER OF WASTEWATER UTILITIES
P.S. ARORA,PE
CITY OF DENTON, TEXAS
HICKORY CREEK DETENTION FACILITY AND
PECAN CREEK WATER RECLAMATION PLANT
WEST PEAK FLOW PUMP STATION
PECAN CREEK WATER RECLAMATION PLANT
1100 S. MAYHILL RD, DENTON, TX 76208
HICKORY CREEK DETENTION FACILITY
4270 COUNTRY CLUB RD, DENTON, TX 76208
BID SETHAZEN AND SAWYER
8150 N CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TEXAS 75206
TBPE FIRM REGISTRATION NO.F-13618
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
V. PANEZ
V. PANEZ
G-02
GENERAL
SHEET INDEXC. DASSANAYAKE
GENERAL
SHEET
NUMBER SHEET TITLE
G-01 COVER SHEET
G-02 SHEET INDEX
G-03 ABBREVIATIONS AND LEGENDS
G-04 GENERAL NOTES
G-I-10
HYDRAULIC PROFILEG-HC-12
HYDRAULIC PROFILE
HICKORY CREEK
SHEET
NUMBER SHEET TITLE
CIVIL
C-HC-01 OVERALL SITE PLAN
C-HC-02 TREE REMOVAL AND PROTECTION PLAN
C-HC-03 GRADING AND EROSION CONTROL PLAN
C-HC-07 48-in GRAVITY DIVERSION PIPELINE PLAN AND PROFILE I
C-HC-08 48-in GRAVITY DIVERSION PIPELINE PLAN AND PROFILE II
C-HC-09 12-in GRAVITY RETURN PIPELINE PLAN AND PROFILE I
C-HC-10 12-in GRAVITY RETURN PIPELINE PLAN AND PROFILE II
C-HC-11 6-in AND 8-in WATER SUPPLY PIPELINE PLAN AND PROFILE I
C-HC-12 8-in WATER SUPPLY PIPELINE PLAN AND PROFILE II
STRUCTURAL
G-C-05
STRUCTURAL NOTES SHEET 1 OF 2
G-S-07
ELECTRICAL LEGEND AND SYMBOLS
G-E-09
INSTRUMENTATION SYMBOLS AND LEGEND
G-S-06
STRUCTURAL NOTES SHEET 2 OF 2
G-E-08
ELECTRICAL ABBREVIATIONS AND NOTES
MECHANICAL
M-PC-01 PUMP STATION - LOWER AND UPPER LEVEL PLANS
M-PC-02 PUMP STATION - SECTIONS AND DETAILS
M-D-08 MECHANICAL STANDARD DETAILS I
M-D-09 MECHANICAL STANDARD DETAILS II
M-D-10 MECHANICAL STANDARD DETAILS III
STRUCTURAL
S-PC-01 PUMP STATION - PLANS
S-PC-02 PUMP STATION - SECTIONS, DETAILS AND BEAM
SCHEDULE
S-PC-04 ELECTRICAL CANOPY - PLAN AND SECTION
C-D-01 CIVIL STANDARD DETAILS I
C-D-02 CIVIL STANDARD DETAILS II
C-D-03 CIVIL STANDARD DETAILS III
STANDARD DETAILS
SHEET
NUMBER SHEET TITLE
S-HC-01 DIVERSION STRUCTURE - PLANS AND SECTION
S-HC-02 STORAGE TANK - PILE PLAN AND DETAIL
S-HC-03 STORAGE TANK - PLANS
S-HC-04 STORAGE TANK - SECTION
S-HC-05 ODOR CONTROL TREATMENT SYSTEM - PLAN, SECTION,
AND DETAILS
S-HC-06 PUMP STATION - PLANS
S-HC-07 PUMP STATION - SECTIONS, DETAILS AND BEAM
SCHEDULE
S-HC-08 VALVE VAULT AND ELECTRICAL CANOPY - PLANS AND
SECTIONS
MECHANICAL
M-HC-01 STORAGE TANK - PLANS
M-HC-02 STORAGE TANK - SECTIONS I
M-HC-03 STORAGE TANK - SECTIONS II
M-HC-04 ODOR CONTROL AND BOOSTER PUMP STATION - PLAN AND
SECTION I
M-HC-05 ODOR CONTROL AND BOOSTER PUMP STATION -
SECTION II
M-HC-06 PUMP STATION - PLANS
M-HC-07 PUMP STATION - SECTIONS
M-HC-08 VALVE VAULT - PLAN AND SECTION
ELECTRICAL
E-HC-01 OVERALL SITE PLAN
E-HC-03 STORAGE TANK AND VALVE VAULT - AREA
CLASSIFICATION
E-HC-04 STORAGE TANK AND VALVE VAULT - PLANS
E-HC-05 ODOR CONTROL & BOOSTER PUMP STATION - PLANS
E-HC-06 PUMP STATION - AREA CLASSIFICATION
E-HC-07 PUMP STATION - PLANS
E-HC-08 ELECTRICAL EQUIPMENT - PLANS
E-HC-09 SWBD-HCDF SINGLE LINE DIAGRAM AND ELEVATION
E-HC-10 PANEL SCHEDULES, RISER AND CONTROL BLOCK DIAGRAMS
E-HC-11 ELEMENTARY CONTROL SCHEMATICS I
INSTRUMENTATION
I-HC-01 PUMP STATION AND INTERCEPTOR
I-HC-02 STORAGE TANK, ODOR CONTROL AND WASHDOWN SYSTEM
PECAN CREEK
SHEET
NUMBER SHEET TITLE
CIVIL
C-PC-01 STAKING AND PAVING PLAN
C-PC-02 GRADING AND EROSION CONTROL PLAN
C-PC-03 GRAVITY DIVERSION PIPELINE PLAN AND PROFILE
C-PC-04 FORCE MAIN PIPELINE PLAN AND PROFILE
ELECTRICAL
E-PC-01 OVERALL SITE PLAN
E-PC-02 PUMP STATION - AREA CLASSIFICATION
E-PC-03 PUMP STATION - PLANS
E-PC-04 ELECTRICAL EQUIPMENT - PLANS
E-PC-05 SWBD-WPF SINGLE LINE DIAGRAM AND ELEVATION
E-PC-06 PANEL SCHEDULES, RISER AND CONTROL BLOCK DIAGRAMS
INSTRUMENTATION
I-PC-01 PUMP STATION AND INTERCEPTOR
CIVIL LEGEND, NOTES AND HCDF LOCATION MAP
G-PC-13
E-HC-02 PARTIAL SITE PLAN AND DUCTBANK SCEDULE
E-HC-12
E-HC-13 CONDUIT AND WIRE SCHEDULES
ELEMENTARY CONTROL SCHEMATICS II
E-PC-07 ELEMENTARY CONTROL SCHEMATICS I
E-PC-08 ELEMENTARY CONTROL SCHEMATICS II
E-PC-09 CONDUIT AND WIRE SCHEDULES
SHEET INDEX
E-D-12 ELECTRICAL STANDARD DETAILS II
E-D-13 ELECTRICAL STANDARD DETAILS III
E-D-14 ELECTRICAL STANDARD DETAILS IV
E-D-11 ELECTRICAL STANDARD DETAILS I
S-PC-03 DIVERSION STRUCTURE - PLANS AND SECTION
I-D-15 INSTRUMENTATION STANDARD DETAILS I
I-D-16 INSTRUMENTATION STANDARD DETAILS II
S-D-05 STRUCTURAL STANDARD DETAILS I
S-D-06 STRUCTURAL STANDARD DETAILS II
S-D-07 STRUCTURAL STANDARD DETAILS III
C-D-04 CIVIL STANDARD DETAILS IV
C-D-04A CIVIL STANDARD DETAILS V
G-I-11 INSTRUMENTATION CONTROL SYSTEM ARCHITECTURE
C-HC-05 ACCESS ROAD A PLAN AND PROFILE
C-HC-06 ACCESS ROAD B PLAN AND PROFILE
C-HC-04 STAKING AND YARD PIPING PLAN
C-HC-04A YARD PIPING PLAN AND STAKING
LIC NESE D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
G-03
GENERAL
ABBREVIATIONS AND
LEGENDS
C. DASSANAYAKE
PROPOSED ITEMS
EXISTING ITEMS
HIDDEN ITEMS
LINETYPES
CENTER LINE
DEMOLITION ITEMS
SYMBOLS
QUICK CONNECT COUPLING
FLUSHING CONNECTION
HOSE BIBB
BUTTERFLY VALVE
CHECK VALVE
BALL CHECK VALVE
BALL VALVE
GLOBE VALVE
PINCH VALVE
GL
PLUG VALVE
GATE VALVE
PRESSURE REDUCING VALVE
UNION
PRESSURE RELIEF VALVE
MOTOR OPERATED VALVE
CONTROL VALVE
SOLENOID VALVE
STRAINER
PRESSURE
RELIEF/VACUUM BREAKER
VALVE
REDUCER
DRAWING WHERE SECTION IS SHOWN
DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:
(A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS:
REFERENCED ITEM
REFERENCED ITEM
SECTION AND DETAIL KEYING
AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:
STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.
DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS
(B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS:
DRAWING FROM WHERE SECTION WAS TAKEN
SEE 1509203
OR:
SECTION LETTER
SECTION LETTER
ELEVATION #
SHEET #
ELEVATION CALL OUT
DIRECTION OF VIEW
MATERIALS
LEGEND
S
MATCH LINE
HARNESSED SLEEVE TYPE
SLEEVE TYPE COUPLING
EXPANSION JOINT
HARNESSED FLANGED
COUPLING
ADAPTER
WELDED JOINT
FLANGED JOINT
MECHANICAL, PUSH-ON OR
MECHANICAL COUPLING
WALL PENETRATION
RESTRAINED JOINT
FLEXIBLE HOSE
SINGLE LINE DRAWINGS
DOUBLE LINE DRAWINGS
DISMANTLING JOINT
PROPOSED ITEMS
EXISTING ITEMS
HIDDEN ITEMS
CENTER LINE
DEMOLITION ITEMS
CHECKERED PLATE
WOOD BLOCKING
GLASS
CONCRETE
GRAVEL
ASPHALT PAVING
GRADE OR EARTH
WATER SURFACE
GRATING
CAST IRON
STEEL
CONCRETE FILL OR
GROUT
MATCH LINE
ABBREVIATIONS
GENERAL
AD AREA DRAIN
ADH ADHESIVE
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AL, ALUM ALUMINUM
ALLOW ALLOWANCE/ALLOWABLE
ALT ALTERNATE
APPROX APPROXIMATE
ASPH ASPHALT
ATS AUTOMATIC TRANSFER
SWITCH
B BORING
BD BOARD
BFE BOTTOM OF FITTING ELEV
BITUM BITUMINOUS
B BASELINE
BLK BLOCK
BM BENCH MARK
BOC BACK OF CURB
BOT BOTTOM
BRG BEARING
BRZ BRONZE
BT BOLT
CB CATCH BASIN
C/C CENTER TO CENTER
CD CONTROL DAMPER
CE CONSTRUCTION EASEMENT
CEM CEMENT
CF CUBIC FEET
CFM CUBIC FEET PER MINUTE
CL CENTERLINE
CLKG CAULKING
CLR CLEAR
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS, CONTINUATION
CONTR CONTRACTOR
CORP CORPORATION
CP CONCRETE PLANK OR
CONTROL PANEL, OR
CONTROL POINT
CPT CONTROL POWER
TRANSFORMER
CR CONTROL RELAY
CRS COURSE
CSP CHEMICAL SERVICE PUMP
CTJ CONTROL JOINT
CU COPPER OR CONDENSING
UNIT
CY CUBIC YARD
DET DETAIL
DIA OR Ø DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISC DISCONNECT
DISCH DISCHARGE
DIST DISTRIBUTION
DN DOWN
DP DISTRIBUTION PANEL
DS DISCONNECT SWITCH
D/S DOWNSTREAM
DWG(S) DRAWING(S)
DWL DOWEL
EA EACH
ECC ECCENTRIC
ECH ELECTRIC CABINET HEATER
EDP EMERGENCY DISTRIBUTION
PANEL
EE EACH END
EHH ELECTRICAL HANDHOLE
EL ELEVATION
ELEC ELECTRICAL
ELP EMERGENCY LIGHTING PANEL
EMH ELECTRICAL MANHOLE
ENGR ENGINEER
ENT ENTRANCE
EOG EDGE OF GRAVEL
EOP EDGE OF PAVEMENT
EPP EMERGENCY POWER PANEL
EPX EPOXY
EQ EQUAL
EQPT EQUIPMENT
ET EXPANSION TANK
EUH ELECTRIC UNIT HEATER
EW EACH WAY
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EXIST/EX EXISTING
EXC EXCAVATE
EXH EXHAUST
EXP EXPANSION
EXT EXTERIOR
FAB FABRICATE
F&C FRAME AND COVER
F&G FRAME AND GRATE
FH FIRE HYDRANT
FIG FIGURE
FIN FINISH
FL FLOOR
FLXC FLEXIBLE CONNECTION
FOC FIBER OPTICS CABLE
FPRF FIREPROOF
FS FLOW SWITCH
FT FEET
FTG FOOTING
FURR FURRING OR FURRED
G GATE
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERATOR
GPM GALLONS PER MINUTE
GR GRADE
GRTG GRATING
GW GUY WIRE
HDW HARDWARE
HEX HEXAGONAL
HHRG HYBRID HIGH RESISTANCE
GROUNDING
HORIZ HORIZONTAL
HP HORSEPOWER OR HEAT PUMP
HPT HIGH POINT
HVAC HEATING, VENTILATION AND
AIR CONDITIONING
HW HEADWALL
HWL HIGH WATER LEVEL
HWY HIGHWAY
HYD HYDRAULIC
I IRON
ID INSIDE DIAMETER
IF INSIDE FACE
IN INCH
INCL INCLUDED
INF INFLUENT
INSUL INSULATION
INT INTERIOR
INV INVERT
IPP INSTRUMENT POWER PANEL
JB JUNCTION BOX
JCT JUNCTION
JT JOINT
L LENGTH/ANGLE
LA LINE AHEAD
LAT LATERAL
LB POUND OR LINE BACK
LF LINEAR FEET
LG LONG
LI LEVEL INDICATOR
LIP LIGHTING INDICATING PANEL
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LIGHTING PANEL
LPT LOW POINT
LRG LOW RESISTANCE
GROUNDING
LS LEVEL SWITCH
LTG LIGHTING
LVR LOUVER
LWL LOW WATER LEVEL
MAINT MAINTENANCE
MANUF MANUFACTURER
MATL MATERIAL
MAX MAXIMUM
MCC MOTOR CONTROL CENTER
MCLU MOTOR CONTROL LINE-UP
MECH MECHANICAL
MET METAL
MFR MANUFACTURER
MG MILLION GALLONS
MGD MILLION GALLONS PER DAY
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MOD MODIFY OR MODIFIED
MON MONUMENT
MOPO MAINTENANCE OF PLANT
OPERATIONS
MTD MOUNTED
MTG MOUNTING
MULT MULTIPLE
N NORTH
NA NOT APPLICABLE
NAD '83 NORTH AMERICAN DATUM OF
1983
NAVD '88 NORTH AMERICAN VERTICAL
DATUM OF 1988
NC NORMALLY CLOSED
NF NEAR FACE
NGVD '29 NATIONAL GEODETIC
VERTICAL DATUM OF 1929
NIC NOT IN CONTRACT
No. NUMBER
NO NORMALLY OPEN
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER OR
OVERHEAD DOOR
OF OUTSIDE FACE
OHE OVERHEAD ELECTRIC
OPER OPERATOR
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
PAR PARALLEL
PC POINT OF CURVE OR PIECE OR
PERSONAL COMPUTER
PCC POINT OF COMPOUND CURVE
PCF POUNDS PER CUBIC FOOT
PERF PERFORATED
PERP PERPENDICULAR
PI POINT OF INTERSECTION
PL PROPERTY LINE OR PLATE
PLC PROGRAMMABLE LOGIC
CONTROLLER
PNL PANEL
PP POWER PANEL OR POWER
POLE
PREFAB PREFABRICATED
PROP PROPOSED
PRVN POWER ROOF VENTILATOR
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSU POWER SUPPLY UNIT
PVMT PAVEMENT
QTY QUANTITY
RAD RADIUS
RECT RECTANGULAR
RECM ROLLED EROSION CONTROL
MATTING
REF REFERENCE
REG REGISTER
REINF REINFORCING
REM REMOVE
REQD REQUIRED
REST RESTRAINED
REV REVISE
RIO REMOTE INPUT/OUTPUT
RJ RESTRAINED JOINT
RM ROOM
RND ROUND
RO ROUGH OPENING
RPM REVOLUTIONS PER MINUTE
RR RAILROAD
RT RIGHT
RTU REMOTE TERMINAL UNIT
R/W OR ROW RIGHT OF WAY
S SOUTH OR SLOPE
SB SOIL BORING
SBL SURVEY BASELINE
SCH SCHEDULE
SCG SLUICE GATE
SCR SELECTIVE CATALYTIC
REDUCTION
SDG SLIDE GATE
SECT SECTION
SERV SERVICE
SF SQUARE FEET
SG SWITCH GEAR
SHT SHEET
SI SQUARE INCH
SIM SIMILAR
SP SUMP PUMP
SPEC SPECIFICATION
SQ SQUARE
SSP SUBMERSIBLE SUMP PUMP
SST STAINLESS STEEL
STA STATION OR STACK
STD STANDARD
STG STORAGE OR STOP GATE
(LOG)
STIR STIRRUP
STL STEEL
STRU STRUCTURAL
SUB SUBSTITUTE
SUCT SUCTION
SUPT SUPERINTENDENT
SUR SURFACE
SUSP SUSPENDED
SWD SIDE WATER DEPTH
SYM SYMMETRICAL
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TAN TANGENT
TBA TO BE ABANDONED
TBM TEMPORARY BENCH MARK
TC TOP OF CURB
TCP TEMPERATURE CONTROL
PANEL
TDH TOTAL DYNAMIC HEAD
TECH TECHNICAL
TEL TELEPHONE
TEMP TEMPERATURE
THK THICK
THRU THROUGH
TOC TOP OF CONCRETE
TOD TOP OF DECK
TOF TOP OF FOOTING
TOM TOP OF MASONRY/MANHOLE
TOS TOP OF SLAB/ TOP OF STEEL
TOW TOP OF WALL
TOL TOLERANCE
TPE TREE PROTECTION FENCING
TYP TYPICAL
UG UNDERGROUND
UGE UNDERGROUND ELECTRIC
UGG UNDERGROUND GAS
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
UPS UNINTERRUPTIBLE POWER
SUPPLY
U/S UPSTREAM
UTIL UTILITY
VEL VELOCITY
VENT VENTILATING OR
VENTILATION
VERT VERTICAL
VOL VOLUME
W WEST OR WIDTH
W/ WITH
WG WIRE GLASS
WH WALL HYDRANT OR WALL
HEATER
WL WATER LEVEL
WM WATER METER
W/O WITHOUT
WP WATERPROOF
WPFG WATER PROOFING
WSE WATER SURFACE ELEVATION
WSP WEATHER STRIP
WT WEIGHT
WV WATER VALVE
WWF WELDED WIRE FABRIC
WRP WASTEWATER RECLAMATION
PLANT
XFMR TRANSFORMER
XMH EXISTING MANHOLE
YH YARD HYDRANT
YI YARD INLET
YD YARD
YR YEAR
VALVES, FITTINGS, ETC.
ARV AIR RELIEF VALVE
BFP BACKFLOW PREVENTER
BF BLIND FLANGE
BFV BUTTERFLY VALVE
BV BALL VALVE
CAV COMBINATION AIR VALVE
CK CHECK VALVE
CPLG COUPLING
EP ECCENTRIC PLUG VALVE
EXP JT EXPANSION JOINT
FLEX FLEXIBLE
FLG FLANGE
FE FLOW METER
FTG FITTING
FV FLAP VALVE
GV GATE VALVE
HB HOSE BIBB
KG KNIFE GATE VALVE
MFM MAGNETIC FLOWMETER
MJ MECHANICAL JOINT
MOV MOTOR OPERATED VALVE
NPT NATIONAL PIPE THREAD
PE PLAIN END
PV PLUG VALVE
PRV PRESSURE RELIEF VALVE
RED REDUCER
RPZ REDUCED PRESSURE ZONE
ASSEMBLY
SAV SURGE ANTICIPATOR VALVE
SOV SOLENOID OPERATED VALVE
TCV TEMPERATURE CONTROL
VALVE
THD THREADED
YH YARD HYDRANT
PIPING MATERIALS
CU COPPER PIPE
DIP DUCTILE IRON PIPE
FRP FIBERGLASS REINFORCED
PIPE
GSP GALVANIZED STEEL PIPE
HDPE HIGH DENSITY POLYETHYLENE
PE LINING POLYETHYLENE LINING
RCP REINFORCED CONCRETE PIPE
SSP STAINLESS STEEL PIPE
IPS IRON PIPE SIZE
PVC POLYVINYLCHLORIDE
PCCP PRESTRESSED CONCRETE
CYLINDER PIPE
PROCESS PIPING
DRN DRAIN
FA FOUL AIR
FM FORCE MAIN
G GAS LINE
NG NATURAL GAS
NPW NON-POTABLE WATER
PD PROCESS DRAIN
PW POTABLE WATER
RS RAW SEWAGE
SMP SAMPLE
STS STORM DRAIN
SS SANITARY SEWER
WTR WATER MAIN
1509203 #
A###
A
A6
A
A3
PIPE NAMING CONVENTION
XX-XX-XXX
DIAMETER (INCHES)MATERIAL
PROCESS
LIC NESE D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. WITT
G-04
GENERAL
GENERAL NOTESC. DASSANAYAKE
EMERGENCY PHONE NUMBERS
PROJECT DATA:
1 PROJECT NAME:
2 PROJECT LOCATION/ADDRESS:
3 PRESENT AND PROPOSED USE:
4 OWNER/DEVELOPER:
5 ENGINEER:
6 SURVEYOR:
HICKORY CREEK DETENTION FACILITY AND
PECAN CREEK WRP WEST PEAK FLOW PUMP STATION
HCDF: 4270 COUNTRY CLUB ROAD, DENTON, TEXAS 76208
PCWRP WPFPS: 100 SOUTH MAYHILL ROAD, DENTON, TEXAS 76205
WASTEWATER COLLECTION SYSTEM
CITY OF DENTON
901-A TEXAS STREET, DENTON, TEXAS 76209
940-349-7189 - P.S. ARORA, PE
HAZEN AND SAWYER
8350 N. CENTRAL EXPRESSWAY, SUITE 775
DALLAS, TEXAS 75206
214-382-5750
PACHECO KOCH
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
972-235-3031
GENERAL NOTES
1.THIS PROJECT IS LOCATED ON PARCEL ID 38745 AND 38739 WITH LEGAL DESCRIPTION ABSTRACT NUMBER 196
DENTON COUNTY, TEXAS.
2.FOR BOTH SITES, DISTURBANCES WITHIN THE ENVIRONMENTALLY SENSITIVE AREAS ARE DEFINED BY THE
DENTON DEVELOPMENT CODE INCLUDING IN THE 100-FT NATURAL UNDISTURBED STREAM BUFFER (DENTON
DEVELOPMENT CODE SECTION (DDC) 35.17.8.A.7) AND UNDEVELOPED FLOODPLAIN (DDC SECTION 35.17.7.A.3)
SHALL BE MINIMIZED TO WHAT IS REQUIRED FOR THE WORK, WHICH IS PERMITTED TO AVOID REGULATED
SANITARY SEWER OVERFLOWS. ANY DISTURBANCES WITHIN THE ENVIRONMENTALLY SENSITIVE AREAS SHALL
BE RE-CONTOURED TO EXISTING CONDITIONS AND RE-VEGETATED WITH NATIVE PLANTS.
3.SITE INFORMATION HAS BEEN PROVIDED BY SITE SURVEY PREPARED BY PACHECO KOCH, DATED OCTOBER 2015.
4.HORIZONTAL CONTROL IS REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL
TEXAS ZONE, BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83). VERTICAL DATUM USED FOR THIS
PROJECT IS NAVD '88.
5.FLOOD PLAIN ELEVATIONS FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE
MAP FIRM PANEL 0090C, INCLUDING REVISIONS
MAP NUMBER 48121C0370G DATED APRIL 18, 2011
100 YEAR FLOOD ELEVATION = VARIES
6.CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FROM THE APPROPRIATE AUTHORITIES,
DEPARTMENTS, AND/OR AGENCIES HAVING JURISDICTION PRIOR TO COMMENCING WORK.
7.CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING PAVEMENT, TREES, VEGETATION,
STRUCTURES, AND UTILITIES THAT ARE NOT INDICATED TO BE DEMOLISHED OR REMOVED IN ACCORDANCE
WITH CONTRACT DOCUMENTS. ANY DAMAGE TO EXISTING PAVEMENT, TREES, VEGETATION, STRUCTURES, AND
UTILITIES NOT INDICATED TO BE DEMOLISHED OR REMOVED SHALL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE AS DIRECTED BY THE ENGINEER TO PRE-CONSTRUCTION CONDITION OR BETTER IN ACCORDANCE
WITH CONTRACT DOCUMENTS.
8.CONTRACTOR SHALL CONTACT UTILITIES PROTECTION SERVICE AT PHONE NUMBER 811 OR 1-800-344-8377 TO
REQUEST UNDERGROUND UTILITY LOCATION MARK-OUT AT LEAST TWO (2) WORKING DAYS BUT NO MORE THAN
TEN (10) WORKING DAYS PRIOR TO BEGINNING EXCAVATION, INCLUDING SOIL DRILLING. THE CONTRACTOR
SHALL ALSO CONTACT AND REQUEST UTILITY LOCATION MARK-OUT FROM BURIED UTILITY OWNERS WITH
UTILITIES ON THE PROJECT SITE THAT ARE NOT PARTICIPANTS OF TEXAS ONE-CALL SERVICE.
9.UNDERGROUND PIPING, UTILITIES (PUBLIC OR PRIVATE), AND STRUCTURES ON ALL CIVIL DRAWINGS ARE
SHOWN AS APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY EXACT LOCATION OF UNDERGROUND PIPING,
UTILITIES, AND STRUCTURES IN AREAS OF WORK BEFORE STARTING DEMOLITION OR NEW CONSTRUCTION. IF
ANY EXISTING FACILITIES ARE FOUND TO BE IN A DIFFERENT LOCATION THAN SHOWN ON THE DRAWINGS,
REPORT THIS TO THE ENGINEER. UTILITIES SHALL BE NOTIFIED AT LEAST 48 HOURS (OR MORE IF REQUIRED BY
UTILITY) IN ADVANCE OF ANY EXCAVATION IN PROXIMITY OF THESE UTILITIES. CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING ANY UNDERGROUND PIPING, UTILITIES, AND STRUCTURES DAMAGED DURING
CONSTRUCTION AT NO ADDITIONAL COST.
10.DURING EXCAVATION AND PLACEMENT OF UTILITIES THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
SAFETY REGULATIONS AND SHALL SUBMIT SHEET PILING, SHORING AND/OR BRACING DESIGNS AS MAY BE
NECESSARY TO COMPLY WITH THESE REGULATIONS.
11.GROUNDWATER FROM ALL DEWATERING OPERATIONS SHALL BE DISCHARGED TO AN ENVIRONMENTALLY
ACCEPTABLE LOCATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
12.ALL TEMPORARY FACILITIES ARE SUBJECT TO THE SAME HEALTH AND SAFETY REQUIREMENTS AS PERMANENT
FACILITIES.
13.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS GENERATED DURING THE PROJECT OFF SITE AT
A PROPERLY PERMITTED DISPOSAL FACILITY.
14.CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE AND MAINTAIN ALL PROPERTY IRONS, MONUMENTS, OTHER
PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A REGISTERED LAND SURVEYOR
AT THE CONTRACTOR'S EXPENSE SHALL REPLACE PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT
POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR.
15.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH, AND SHALL AT ALL TIMES CONFORM TO, THE
REGULATIONS OF THE "OSHA GENERAL INDUSTRY OCCUPATIONAL SAFETY AND HEALTH STANDARDS, AND OSHA
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION", AND OF APPLICABLE STATE AND LOCAL STANDARDS
AND REGULATIONS.
16.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH, AND SHALL AT ALL TIMES STRICTLY CONFORM TO, ALL
APPLICABLE REGULATIONS OF SUBPART "P" ENTITLED, "EXCAVATIONS, TRENCHING, AND SHORING" OF OSHA
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION "GENERAL CONSTRUCTION SAFETY ORDERS" AND THE
OWNER'S SITE RULES AND REGULATIONS.
17.ALL DISTURBED AREAS SHALL BE GRASSED, SODDED, OR LANDSCAPED AS SPECIFIED UPON COMPLETION OF
GRADING ACTIVITIES. ALL TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF DENTON
CONSTRUCTION CRITERIA MANUAL.
18.LAND DISTURBANCE SHALL BE LIMITED TO THOSE AREAS INDICATED ON DRAWINGS FOR ACCESS, STAGING,
AND UTILITY CONSTRUCTION.
19.ALL CONSTRUCTION TO COMPLY WITH CITY OF DENTON STANDARDS.
20.NO BILLBOARDS ARE PERMITTED.
21.ALL MECHANICAL/ELECTRICAL COMPONENTS AND SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH THE
SEISMIC PROVISIONS STIPULATED IN CHAPTER 13 OF ASCE 7-05 AND SECTION 1613 OF IBC 2006 AND SHALL
HAVE AN IMPORTANCE FACTOR, IP, OF 1.5.
22.ALL MECHANICAL/ELECTRICAL COMPONENTS AND SYSTEMS SHALL REQUIRE A CERTIFICATE OF COMPLIANCE IN
ACCORDANCE WITH SECTION 13.2 OF ASCE 7-05.
23.STANDARD ENGINEERING PRACTICES HAVE BEEN FOLLOWED. PLANS AND SPECIFICATIONS ACCURATELY
REFLECT.
24.HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF ANY LIGHT IS
CONCEALED FROM PUBLIC VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND DOES NOT INTERFERE WITH
TRAFFIC.
1.ALL LIMITS OF CONSTRUCTION AS INDICATED ON THE DRAWINGS SHALL BE CLEARLY
IDENTIFIED BY TREE PROTECTION FENCE PRIOR TO COMMENCEMENT OF ANY LAND
DISTURBANCE EXCEPT THOSE OPERATIONS NEEDED TO INSTALL EROSION CONTROL
FACILITIES. ENGINEER SHALL INSPECT TREE PROTECTION FENCE PRIOR TO LAND
DISTURBANCE.
2.THE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION ON THE SITE EXCEPT AS
NOTED ON THE PLANS OR APPROVED BY CITY OF DENTON.
3.ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO CLEARING AND
TRENCHING.
4.TREE PROTECTION FENCE SHALL BE INSTALLED ALONG THE OUTER EDGE OF AND
COMPLETELY SURROUNDING THE CRITICAL ROOT ZONES OF ALL SPECIMEN TREES OR
STANDS OF TREES, OR OTHERWISE DESIGNATED TREE PROTECTION ZONES PRIOR TO ANY
LAND DISTURBANCE.
5.WHEN DIGGING NEAR TREES, THE CONTRACTOR SHALL PRUNE ALL EXPOSED ROOTS ONE
(1) INCH IN DIAMETER AND LARGER ON THE SIDE OF THE TRENCH ADJACENT TO THE
TREES. PRUNING SHALL CONSIST OF MAKING A CLEAN CUT FLUSH WITH THE SIDE OF THE
TRENCH TO PROMOTE NEW ROOT GROWTH.
6.PRUNING OF TREE LIMBS TO PROVIDE CLEARANCE FOR EQUIPMENT AND MATERIALS
SHALL BE DONE ACCORDING TO STANDARD ARBORICULTURAL PRACTICE.
7.ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH TREE
PROTECTION FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.
8.THINNING IS ALLOWED AND MAY INCLUDE MANUAL REMOVAL OF NON-SPECIMEN TREES
WITHIN THE CRITICAL ROOT ZONE OR DRIPLINE OF THE SPECIMEN TREE IN THE
LANDSCAPE INSTALLATION PHASE OF DEVELOPMENT ONLY. THINNING INCLUDES MANUAL
REMOVAL (NO MOTORIZED/WHEELED OR TRACK VEHICLES ALLOWED WITHIN THE
CRITICAL ROOT ZONE OF THE SPECIMEN TREE).
9.NON-VEGETATIVE MATERIAL TO BE REMOVED MANUALLY.
10.A COMMERCIAL APPLICATOR LICENSE AND A PESTICIDE CONTRACTOR LICENSE ARE
REQUIRED BY THE CONTRACTOR IF THE USE OF HERBICIDES ARE NECESSARY FOR
NOXIOUS PLANT MATERIAL REMOVAL.
TREE PRESERVATION/PROTECTION PLANTING NOTES:
1.THESE EROSION AND SEDIMENT CONTROL MEASURES SHALL APPLY TO ALL
FEATURES OF THE CONSTRUCTION SITE.
2.SILT BARRIERS TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY THE PROJECT
ENGINEER AND/OR THE INSPECTOR.
3.NO CLEARING, GRADING, TRENCHING, FILLING, OR OTHER LAND DISTURBING
ACTIVITIES SHALL BE PERMITTED UNTIL APPROVED EROSION AND SEDIMENT
CONTROL MEASURES HAVE BEEN INSTALLED, EXCEPT THOSE OPERATIONS NEEDED
TO INSTALL SUCH MEASURES.
4.EROSION CONTROL MEASURES SHALL BE EMPLOYED DURING CONSTRUCTION TO
MINIMIZE SITE GENERATED WATERBORNE SILT AND DEBRIS.
5.EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH RAIN
AND REPAIRED BY CONTRACTOR.
6.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY
MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE
PROJECT AND UNTIL PERMANENT STABILIZATION OF ALL DISTURBED AREAS ARE
ACCOMPLISHED. TEMPORARY CONTROL MEASURES SHALL THEN BE REMOVED BY
THE CONTRACTOR.
7.CONTRACTOR SHALL INSTALL, MAINTAIN, AND REMOVE ALL EROSION CONTROL AND
SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH CURRENT ADDITION OF THE
CITY OF DENTON DEVELOPMENT CODE.
8.CONTRACTOR SHALL KEEP STREETS AND SIDEWALKS FREE OF MUD AND DEBRIS.
9.FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL MEASURES MAY
RESULT IN CONSTRUCTION BEING HALTED TO PERMIT ALLOCATION OF RESOURCES
REQUIRED TO CORRECT THE DEFICIENCIES. THIS MAY JEOPARDIZE THE
CONTRACTOR MEETING THE PROJECT SCHEDULE WHICH COULD RESULT IN
LIQUIDATED DAMAGES BEING ASSESSED. IT IS THE CONTRACTOR'S FULL
RESPONSIBILITY TO USE AND MAINTAIN EROSION CONTROL MEASURES THAT ARE
IN ACCORDANCE WITH THE CITY OF DENTON DEVELOPMENT CODE REQUIREMENTS
AND CORRECT DIFFERENCES IN A TIMELY MANNER.
10.CONTRACTOR SHALL BE EXPECTED TO INSTALL ADDITIONAL EROSION AND
SEDIMENTATION CONTROL MEASURES AND PRACTICES IF DEEMED NECESSARY BY
ON-SITE INSPECTION TO PREVENT OFF-SITE SEDIMENTATION.
11.CONTRACTOR SHALL PROVIDE TEMPORARY GRASSING ON DISTURBED AREAS THAT
ARE NOT RESTORED AFTER TWO WEEKS. EXCLUDED FROM THIS ARE AREAS THE
CONTRACTOR CONTINUALLY UTILIZES FOR ACCESS, STAGING, AND STORAGE.
12.CITY OF DENTON LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL
TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM THE ACCESS OR PLANT
ROAD.
13.A RESPONSE TO A NOTIFICATION OF NON-CONFORMANCE OR INADEQUATE
MEASURES SHALL BE MADE WITHIN 6 HOURS AFTER RECEIVING SUCH
NOTIFICATION.
14.EROSION CONTROL DEVICES SHALL BE MAINTAINED BY REMOVING ALL SILT BEFORE
THEY BECOME 1/3 FULL.
EROSION, SEDIMENTATION AND POLLUTION CONTROL NOTES:
AMBULANCE: 911
POLICE:911
FIRE:911
CITY OF DENTON WASTEWATER DEPARTMENT:
RUSTY WILLARD, SUPER INTENDENT
(940)349-8601
P.S. ARORA, PE, GENERAL MANAGER
(940)349-7189
COLLECTION SYSTEM DISPATCH
(940)349-7000
HAZEN AND SAWYER, BRANDT MILLER, PE:
(214) 382-5750
ELECTRIC: (940) 349-8700
UTILITY PROTECTION SERVICE: 1-800-344-8377
1.REFER TO GEOTECHNICAL REPORT PREPARED BY ALLIANCE GEOTECHNICAL GROUP DATED
MARCH 9, 2016 AND OCTOBER 21, 2016 FOR REQUIREMENTS REGARDING FILL
COMPACTION AND MOISTURE CONTENT.
2.UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD
PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN
MAXIMUM LIFTS OF 6 INCHES.
3.ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE".
4.UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS:
4.A. RCP C-76, CLASS III
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE PIPE STABILITY DURING
CONSTRUCTION.
6.FINAL PAVING, ELEVATIONS SHALL BE PLACED AT PLUS OR MINUS 0.03 FOOT.
7.ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE FOR
SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE.
8.IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT
CONTRACTOR'S EXPENSE.
9.CONTRACTOR IS RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO ALLOW FOR
POSITIVE DRAINAGE. GRADING SLOPES ARE NOT TO EXCEED 4:1, UNLESS OTHERWISE
NOTED.
GRADING AND DRAINAGE GENERAL NOTES:
LIC NESE D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
S. NASH
B. MILLER
G-C-05
GENERAL
CIVIL
LEGEND, NOTES AND HCDF
LOCATION MAP
J. LONDON
302.00
CONSTRUCTION LIMITS
302.00
CONTOUR
ASPHALT PAVEMENT
BUILDING/STRUCTURE
GRAVEL ROAD
SPOT ELEVATION
PROPERTY LINE
CONCRETE PAD/PAVING
YARD PIPING
SOIL BORING
SILT FENCE
FENCE
LEGEND
NEW
300
B20
EXISTING
MANHOLE
FIRE HYDRANT
YARD HYDRANT
BURIED VALVE
ELECTRICAL MANHOLEEMHEMH
* SEE ELECTRICAL DRAWINGS FOR
ADDITIONAL SYMBOLS AND
ABBREVITATIONS.
TREE REMOVAL
RECM SLOPE STABILIZATION
STABILIZED CONSTRUCTION
ENTRANCE
ROLLED EROSION CONTROL
MATTING (RECM)
CHANNEL LINING
CONTOUR FROM GIS
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
ENVIRONMENTALLY
SENSITIVE AREA (ESA)
CENTERLINE
TREE
APPROXIMATE WOODLINE
NOTES:
1.FLOOD PLAIN ELEVATIONS FROM FEDERAL EMERGENCY
MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP FIRM
PANEL 0090C, AND REVISIONS
MAP NUMBER 48121C0370G DATED APRIL 18, 2011
100 YEAR FLOOD ELEVATION = VARIES
2.ENVIRONMENTALLY SENSITIVE AREA 1 - CONSTRUCTION WITHIN
THE RIPARIAN BUFFER IS PERMITTED BY THE CITY. THE RIPARIAN
BUFFER INCLUDES THE AREA 100-FEET FROM CENTERLINE OF THE
HICKORY CREEK ON BOTH SIDES, DENTON DEVELOPMENT CODE
35.17.7.A.7. CONTRACTOR SHALL LIMIT THE AREA OF DISTURBANCE
WITHIN ESAS, RETURN THE GRADE TO PRE-DISTURBANCE
CONDITIONS AND RE-VEGETATE TO MITIGATE EROSION USING
NATIVE PLANTS.
3.ENVIRONMENTALLY SENSITIVE AREA 2 - CONSTRUCTION WITHIN
THE RIPARIAN BUFFER IS PERMITTED BY THE CITY. THE RIPARIAN
BUFFER INCLUDES THE AREA 50-FEET FROM CENTERLINE OF THE
STREAM ON BOTH SIDES, DENTON DEVELOPMENT CODE 35.17.7.A.7.
CONTRACTOR SHALL LIMIT THE AREA OF DISTURBANCE WITHIN
ESAS, RETURN THE GRADE TO PRE-EXISTING CONDITIONS AND
RE-VEGETATE TO MITIGATE EROSION USING NATIVE PLANTS.
4.ENVIRONMENTALLY SENSITIVE AREA 3 - CONSTRUCTION WITHIN
THE UNDEVELOPED FLOODPLAIN IS PERMITTED BY THE CITY. THE
UNDEVELOPED FLOODPLAIN INCLUDES THE AREA WITHIN THE
100-YEAR BASE FLOOD ELEVATION, DENTON DEVELOPMENT CODE
35.17.7.A.3. CONTRACTOR SHALL LIMIT THE AREA OF DISTURBANCE
WITHIN ESAS, RETURN THE GRADE TO PRE-EXISTING CONDITIONS
AND RE-VEGETATE TO MITIGATE EROSION USING NATIVE PLANTS.
5.WHILE CONSTRUCTION ACTIVITIES ARE ONGOING, CONTRACTOR
SHALL PROVIDE TEMPORARY FENCING TO MAINTAIN SECURITY OF
THE SITE AT ALL TIMES. PRIOR TO THE END OF CONSTRUCTION
ACTIVITIES, PERMANENT FENCING TO BE INSTALLED.
6.ALL TREES TO REMAIN IN PLACE EXCEPT WHERE REMOVAL IS
INDICATED ON DRAWINGS OR WHERE SPECIFICALLY APPROVED BY
THE OWNER. CONTRACTOR SHALL REMOVE FROM THE SITE ALL CUT
DOWN TREES, TREE REFUSE, TREE STUMPS, ROOT SYSTEMS, BRUSH
OR OTHER REMAINING DEBRIS. IF NO WORK IS PROPOSED IN THE
AREA OF TREE REMOVAL, CONTRACTOR SHALL ROUGH GRADE AREA
AND ESTABLISH VEGETATIVE COVER.
7.ALL TREES 6-INCH IN DIAMETER AND LARGER ARE SHOWN. ALL
TREES 6-INCH AND SMALLER SHALL BE REMOVED AS REQUIRED FOR
THE WORK. TREE REMOVAL WITHIN ESA, SHALL BE LIMITED.
8.CONTRACTOR SHALL FURNISH AND INSTALL NON-METALIC PIPE
DETECTION TAPE ON TOP OF PROCESS DRAIN PIPE EMBEDMENT
ALONG THE CENTERLINE OF THE PIPELINE.
9.ACCESS TO THE PROJECT SITE SHALL BE ALONG THE ROUTES OF
INDICATED ACCESS ROAD A, ACCESS ROAD B, AND ACCESS ROAD
(BY CITY).
10.CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC ON
ALL ROADS AT ALL TIMES AND CONSTRUCTION TEMPORARY BYPASS,
IF NECESSARY, WITHIN THE EXISTING EASEMENT IF THE ROADWAY
MUST BE CLOSED TO FACILITATE CONSTRUCTION ACTIVITIES.
ACCESS MUST BE MAINTAINED TO PRIVATE DRIVES AT ALL TIMES.
CONTRACTOR SHALL NOTIFY PRIVATE DRIVE OWNERS AND
CONTRACTORS A MINIMUM OF 7 DAYS PRIOR TO AFFECTING ACCESS
TO DRIVES.
100
1"=200'-0"
200 0 200'G.C
.
&
S
.
F
.
RA
I
LROAD
CITY OF DENTON
CALLED 37.95 AC.
TRACT TWO
DOC. NO. 2014-68891
O.R.D.C.T
CITY OF DENTON
CALLED 27.86 AC.
TRACT TWO
DOC. NO. 2014-68888
O.R.D.C.T.
CITY OF DENTON
CALLED 22.38 AC
TRACT ONE
DOC. NO. 2014-68888
O.R.D.C.T
(VAR
IAB
LE
W
ID
TH
R
IGHT
-O
F
-WA
Y
)
EXISTING 20' SANITARY
SEWER ESMT.
CITY OF DENTON
EXISTING 30' CROSSTEX CCNG
TRANSMISSION RIGHT-OF-WAY
AND ESMT.
EXISTING 20'
INGRESS/EGRESS ESMT.
EXISTING 20'
RIGHT-OF-WAY AND ESMT.
EXISTING 20'
INGRESS/EGRESS ESMT.
35' ELECTRIC EASEMENT
RESERVATION
EXISTING 20'
SANITARY SEWER ESMT.COUNTRY CLUB ROAD(FM1830)CENTERLINE OF
ASPHALT PAVINGCL RR TRACKS
100-YR
FLOODPLAIN
BOUNDARY
500-YR
FLOODPLAIN
BOUNDARY
FLOOD ZONE AE
FLOOD ZONE X
ENVIRONMENTALLY
SENSITIVE AREA 1
ENVIRONMENTALLY
SENSITIVE AREA 3
ENVIRONMENTALLY
SENSITIVE AREA 2
ACCESS ROAD
(BY CITY)
CENTERLINE OF
HICKORY CREEK
CONTRACTOR
STAGING AREA
BENT CREEK ESTATES
CREEKBEND DRIVE
HICKORY CREEK DETENTION FACILITY LOCATION MAP
CITY OF DENTON
CALLED 12.45 AC
TRACT ONE
DOC. NO. 2014-68891
O.R.D.C.T
LIMITS OF
DISTURBANCE, TYP
ACCESS ROAD B
ACCESS ROAD A
FLOOD WAY
BOUNDARY
FEMA FLOOD PLAIN
LINE
LIC NES E D
113114
BRANDT N. MILLER
F. POWELL
K. GRISSOM
G-S-06
GENERAL
STRUCTURAL
STRUCTURAL NOTES SHEET 1 OF 2C. PHILLIPS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
G-1 THESE NOTES ARE GENERAL AND SUPPLEMENT THE SPECIFICATIONS. THESE NOTES APPLY TO THE ENTIRE PROJECT UNLESS
MODIFIED OR NOTED OTHERWISE IN THE CONTRACT DOCUMENTS.
G-2 STANDARD DETAILS SHALL BE USED WHEN REFERRED TO OR WHEN NO MORE RESTRICTIVE OR DIFFERENT DETAILS ARE SHOWN ON
THE DRAWINGS.
G-3 DESIGN IS IN ACCORDANCE WITH AND CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF THE TEXAS BUILDING CODE. THE
DESIGN LOADS AND OTHER DESIGN VALUES GIVEN IN NOTES G-4 THROUGH G-7 WERE USED FOR DESIGN OF STRUCTURES UNLESS
NOTED OTHERWISE ON THE DRAWINGS.
G-4 LIVE LOADS:
GENERAL STRUCTURAL NOTES
-ALL STAIRWAYS, LANDINGS AND PLATFORMS ARE DESIGNED FOR A LIVE LOAD = 100 PSF UNLESS NOTED OTHERWISE.
G-5 SNOW LOAD:
GROUND SNOW LOAD (Pg) = 5 PSF
FLAT-ROOF SNOW LOAD (Pf) = 4.2 PSF
SNOW EXPOSURE FACTOR (Ce) = 0.9
SNOW LOAD IMPORTANCE FACTOR (Is) = 1.1
THERMAL FACTOR (Ct) = 1.2
G-6 WIND DESIGN CRITERIA:
BASIC WIND SPEED = 120 MPH
WIND EXPOSURE = C
G-7 SEISMIC LOAD:
RISK CATEGORY =
SEISMIC IMPORTANCE FACTOR (Ie) = 1.25
SITE CLASS = C
MAPPED SPECTRAL RESPONSE ACCELERATIONS (Ss/S1) = 0.121/0.057
SPECTRAL RESPONSE ACCELERATIONS (SMS/SM1) = 0.156/0.086
SPECTRAL RESPONSE COEFFICIENTS (SDS/SD1) = 0.104/0.057
SEISMIC DESIGN CATEGORY = A
G-8 ALL DIMENSIONS INDICATED (*) SHALL BE VERIFIED EITHER BY FIELD MEASUREMENTS FOR EXISTING STRUCTURES OR BY
SHOP DRAWINGS FOR EQUIPMENT FURNISHED. STRUCTURAL DIMENSIONS NOT SHOWN BUT CONTROLLED BY OR RELATED TO
EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR WITH THE MANUFACTURER PRIOR TO CONSTRUCTION.
G-9 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING INFORMATION IN THE FIELD AS REQUIRED FOR NEW
WORK.
G-10 IF A CONFLICT IS FOUND BETWEEN DIFFERENT PORTIONS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN CONFLICT SHALL BE AT THE CONTRACTOR'S OWN RISK
UNTIL THE CONFLICT IS RESOLVED.
G-11 EQUIPMENT ANCHOR BOLT SIZES, TYPES, EMBEDMENT AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER. ALL BOLT
PATTERNS SHALL BE TEMPLATED TO INSURE ACCURACY OF PLACEMENT.
G-12 STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND
MANUFACTURER'S SHOP DRAWINGS.
STRUCTURAL METALS
CONCRETE (CAST-IN-PLACE)
STRUCTURE
BASIC
STRUCTURAL
SYSTEM
DESIGN
BASE
SHEAR
SEISMIC
RESPONSE
COEFFICIENT
Cs
RESPONSE
MODIFICATION
COEFFICIENT
R
ANALYSIS
PROCEDURE
STORAGE TANK PRECAST CONC TANK TBD BY TANK
MFR TBD BY TANK MFR TBD BY TANK MFR EQUIVALENT
LATERAL FORCE
STRUCTURE
PRESSURE
COEFFICIENT
GCpi
WIND
DESIGN
PRESSURE
COMPONENTS
AND
CLADDING
LATERAL
LOAD
RESISTING
SYSTEM
STORAGE TANK TBD BY TANK MFR TBD BY TANK MFR TBD BY TANK MFR PRECAST CONC
TANK
ELECTRICAL CANOPIES 0.00 27.1 PSF 74.6 PSF ALUMINUM FRAME
STRUCTURE ROOF TOP / FIRST
FLOOR
BOTTOM / GROUND
FLOOR
HICKORY CREEK FLOW DIVERSION
STRUCTURE N/A 300 PSF N/A
STORAGE TANK 20 PSF N/A N/A
ODOR CONTROL N/A N/A 300 PSF
HICKORY CREEK PUMP STATION N/A 300 PSF N/A
VALVE VAULT N/A 300 PSF N/A
BOOSTER PUMP STATION N/A N/A 300 PSF
PECAN CREEK PUMP STATION N/A 300 PSF N/A
PECAN CREEK FLOW DIVERSION
STRUCTURE N/A 300 PSF N/A
ELECTRICAL CANOPIES 30 PSF N/A 300 PSF
M-1 DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, LATEST EDITION.
M-2 STEEL MATERIAL:
A)STRUCTURAL HSS: ASTM A500, GRADE C (46/50 KSI) OR A1085 (50 KSI)
B)STRUCTURAL PIPE: ASTM A53, GRADE B (35 KSI)
C)PLATES, BARS AND ANGLES: ASTM A36 UNO (36 KSI)
D)STRUCTURAL W SHAPES: ASTM A992 (50 KSI)
E)STRUCTURAL S, M, C & MC SHAPES: ASTM A36 (36 KSI)
F)STRUCTURAL HP ASTM A572 GRADE 50 (50 KSI)
G)RODS ASTM F1554 GRADE 36 (36 KSI)
M-3 PROVIDE MINIMUM 3/4" DIAMETER ASTM A325 HIGH STRENGTH BOLTS WITH SNUG TIGHTENED TYPE N CONNECTIONS FOR
STRUCTURAL STEEL UNLESS NOTED OTHERWISE. HOLES FOR BOLTS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE.
M-4 PROVIDE TYPICAL STEEL BEAM CONNECTIONS FOR A CAPACITY OF NOT LESS THAN THE TOTAL UNIFORM LOAD CAPACITY
TABULATED IN THE AISC TABLES FOR ALLOWABLE LOADS OF BEAMS UNLESS NOTED OTHERWISE.
M-5 DO NOT PAINT STEEL SURFACES WHICH ARE TO BE WELDED OR ARE TO BE ENCASED IN CONCRETE.
M-6 ALL STAINLESS STEEL FABRICATIONS EXPOSED TO UNDERWATER SERVICE SHALL BE TYPE 316. ALL OTHER STAINLESS STEEL
FABRICATIONS SHALL BE TYPE 304 UNLESS NOTED OTHERWISE.
M-7 ALUMINUM SHALL BE ALLOY 6061-T6 UNLESS NOTED OTHERWISE.
M-8 ALL BOLTS, ANCHOR BOLTS, AND CONCRETE ANCHORS CONNECTING ALUMINUM SHALL BE STAINLESS STEEL TYPE 316 FOR
UNDERWATER APPLICATIONS AND TYPE 304 FOR ALL OTHER APPLICATIONS.
M-9 DETAIL, FABRICATE, AND ERECT ALUMINUM IN ACCORDANCE WITH THE LATEST EDITION OF THE ALUMINUM ASSOCIATION
ALUMINUM DESIGN MANUAL.
M-10 ALUMINUM SHALL BE ISOLATED FROM CONTACT WITH CONCRETE AND DISSIMILAR METALS.
M-11 ALL GROOVE AND BUTT WELDS SHALL BE FULL PENETRATION.
M-12 FILLET WELD SIZES SHALL NOT BE LESS THAN THE MINIMUM SIZE REQUIRED BY AISC CODE FOR PLATE SIZES TO BE CONNECTED
AND SHALL BE APPLIED TO THE ENTIRE JOINT CONTACT LENGTH, AND NOT LESS THAN 3/16".
M-13 BOTTOM SURFACES OF BASE PLATES SHALL BE GROUTED TO ENSURE FULL BEARING CONTACT WITH CONCRETE SLAB.
M-14 WHENEVER ONE MEMBER IS FASTENED TO ANOTHER WITH FASTENINGS (BOLTS, WELDS, ETC.) SET AT A UNIFORM SPACING,
THERE SHALL BE A MINIMUM OF TWO FASTENINGS PER PIECE CONNECTED AND THE FIRST AND LAST FASTENINGS SHALL BE
LOCATED NOT TO EXCEED 0.25 OF FASTENER SPACING FROM EACH END.
M-15 BOLTED CONNECTIONS FOR STRUCTURAL STEEL SHALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSC
(SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS).
M-16 STRUCTURAL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF AWS D1.1, STRUCTURAL WELDING CODE BY AMERICAN
WELDING SOCIETY. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION.
C-1 DESIGN OF CONCRETE ELEMENTS INCLUDING WALLS, FORMED SLABS, BEAMS, AND COLUMNS IS IN ACCORDANCE WITH ACI 318
(CODE REQUIREMENTS FOR STRUCTURAL CONCRETE) AND 350 (CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING
CONCRETE STRUCTURES).
C-2 FOR CONCRETE MIX DESIGN SEE SPECIFICATION SECTION 03300.
C-3 CONCRETE STRENGTH CLASSES (28-DAY COMPRESSIVE STRENGTH):
A)CLASS A1 CONCRETE (4,500 PSI): NORMAL WEIGHT STRUCTURAL CONCRETE TO BE USED IN ALL STRUCTURES QUALIFYING
AS ENVIRONMENTAL CONCRETE STRUCTURES THAT ARE DESIGNED IN ACCORDANCE WITH ACI 350 INCLUDING PUMP
STATIONS, TANKS, BASINS, PROCESS STRUCTURES, AND ANY STRUCTURES CONTAINING FLUID OR PROCESS CHEMICALS OR
OTHER MATERIALS USED IN TREATMENT PROCESS.
B)CLASS A2 CONCRETE (4,000 PSI): NORMAL WEIGHT STRUCTURAL CONCRETE IN ALL STRUCTURES OTHER THAN STRUCTURES
QUALIFYING AS ENVIRONMENTAL CONCRETE STRUCTURES AS DESCRIBED ABOVE, AND FOR ALL SIDEWALKS AND PAVEMENT.
C)CLASS B CONCRETE (3,000 PSI): NORMAL WEIGHT STRUCTURAL CONCRETE USED FOR DUCT BANK ENCASEMENTS, CATCH
BASINS, FENCE AND GUARD POST EMBEDMENT, CONCRETE FILL, AND OTHER AREAS WHERE SPECIFICALLY NOTED ON
CONTRACT DRAWINGS.
C-4 ALL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. WHERE REINFORCEMENT IS TO BE WELDED IN ACCORDANCE
WITH AWS D1.4, ASTM A706 GRADE 60 SHALL BE USED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
C-5 CONCRETE COVER FOR REINFORCING (UNLESS NOTED OTHERWISE ON THE DRAWINGS):
A)CONCRETE DEPOSITED DIRECTLY AGAINST SOIL:3"
B)CONCRETE EXPOSED TO WEATHER (#5 OR SMALLER):1 1/2"
CONCRETE EXPOSED TO WEATHER (#6 OR LARGER):2"
C)SLABS:1 1/2"
AT SURFACES CONTACTING FLUID:2"
D)BEAMS AND COLUMNS (TO MAIN REINFORCEMENT):2"
BEAMS AND COLUMNS (TO COLUMN TIES OR STIRRUPS):1 1/2"
E)WALLS 12" OR MORE:2"
WALLS LESS THAN 12" (#5 OR SMALLER):1 1/2"
WALLS LESS THAN 12" (#6 OR LARGER):2"
F)FOR SURFACES EXPOSED TO FLUID IN BEAMS, COLUMNS AND WALLS: ADD 1/2" TO ABOVE VALUES
C-6 SPLICES SHALL BE CLASS "B" CONFORMING TO THE PROVISIONS OF ACI 318 UNLESS NOTED OTHERWISE. SPLICE LENGTH FOR
TWO DIFFERENT SIZED BARS TO BE LAP SPLICED TOGETHER SHALL BE THE LENGTH OF THE LARGER BAR UNLESS NOTED
OTHERWISE.
C-7 CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS. CONSTRUCTION JOINTS NOT SHOWN SHALL BE
SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL OF THE ENGINEER PRIOR TO SUBMITTING REBAR SHOP DRAWINGS.
VERTICAL CONSTRUCTION JOINTS IN WALLS AND HORIZONTAL JOINTS IN SLABS SHALL BE PROVIDED AT A SPACING NOT
GREATER THAN 45 FEET ON CENTER. FOR EXPOSED WALLS WITH FLUID OR EARTH ON THE OPPOSITE SIDE, THE SPACING
BETWEEN VERTICAL AND HORIZONTAL JOINTS SHALL BE A MAXIMUM OF 25 FEET.
C-8 WHERE HORIZONTAL CONSTRUCTION JOINTS, LOCATED ABOVE THE FOUNDATION SLAB, EXTEND BEYOND WHERE NEEDED, THEY
SHALL BE TERMINATED AT A VERTICAL CONSTRUCTION JOINT APPROVED BY THE ENGINEER.
C-9 ALL JOINTS WHICH ARE IN MEMBERS IN CONTACT WITH LIQUID OR BELOW GRADE SHALL HAVE A WATERSTOP. CONSTRUCTION
JOINTS SHALL HAVE A 6" PVC RIBBED WATERSTOP. EXPANSION JOINTS SHALL HAVE A 9" PVC CENTER BULB RIBBED
WATERSTOP. IN VERTICAL JOINTS, WATERSTOPS SHALL TERMINATE NO LESS THAN 18" ABOVE THE MAXIMUM WATER SURFACE
OR 18" ABOVE GRADE, WHICHEVER IS HIGHER.
C-10 SLABS WITH SLOPING SURFACES SHALL HAVE THE INDICATED SLAB THICKNESS MAINTAINED AS THE MINIMUM. SLAB BOTTOMS
CAN EITHER SLOPE WITH THE TOP SURFACE OR BE LEVEL. REINFORCEMENT IN SLABS WITH SLOPING SURFACES SHALL BE
PLACED AT THE REQUIRED CLEARANCE FROM THE SLAB SURFACE.
C-11 ALL EXPOSED CORNERS SHALL HAVE A 3/4" CHAMFER OR A 1/2" RADIUS TOOLED CORNER.
C-12 EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT
REQUIRED BY OTHER CONTRACT DOCUMENTS, SHALL BE PROVIDED FOR PRIOR TO PLACING CONCRETE.
C-13 REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY METAL PIPE, PIPE FLANGE, METAL CONDUIT, OR
OTHER METAL PARTS EMBEDDED IN CONCRETE. A MINIMUM CLEARANCE OF 2" SHALL BE PROVIDED.
C-14 DOWELS, ANCHOR BOLTS, PIPES, WATERSTOPS AND OTHER EMBEDDED ITEMS SHALL BE HELD SECURELY IN POSITION WHILE
CONCRETE IS BEING PLACED.
C-15 CONDUITS AND OTHER SIMILAR ITEMS EMBEDDED IN OR PENETRATING THROUGH CONCRETE SHALL BE SPACED ON CENTER NOT
LESS THAN 3 TIMES THEIR OUTSIDE DIMENSION, BUT NOT LESS THAN 2 1/2" CLEAR. WHEN SUCH ITEMS ARE EMBEDDED IN
WALLS OR SLABS, THEY SHALL NOT OCCUPY MORE THAN 1/3 OF THE MEMBER THICKNESS.
C-16 AT ALL TYPICAL CURBS, EQUIPMENT PADS, AND PIPE SUPPORT PIERS, REINFORCING DOWELS SHOWN MAY BE REPLACED WITH
MATCHING DOWELS SET IN EPOXY IN DRILLED HOLES AS SPECIFIED. DOWELS LOCATED CLOSER THAN 3" FROM ANY EDGE OF
CONCRETE SHALL NOT BE REPLACED WITH DRILLED DOWELS.
C-17 DRILLED ADHESIVE DOWELS (WHERE DOWELS ARE SHOWN TO BE PLACED INTO HARDENED CONCRETE):
A)THE HOLE DIAMETER SHALL BE NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE REINFORCING BAR AT THE
DEFORMATIONS.
B)THE DEPTH OF EMBEDMENT SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE.
C)ADJUST THE DOWEL LOCATIONS AS NEEDED TO AVOID DRILLING THROUGH ANY REINFORCING BARS. IF THE LOCATION
NEEDS TO BE MODIFIED, CONTACT THE ENGINEER. CONTRACTOR SHALL USE NON-DESTRUCTIVE MEANS TO FIELD LOCATE
REINFORCEMENT PRIOR TO DRILLING HOLES FOR DOWELS.
C-18 CLEAR DISTANCE FROM ANCHOR BOLTS TO ANY CONCRETE EDGE SHALL BE 4" MINIMUM UNLESS NOTED OTHERWISE.
C-19 CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE AVAILABLE ON THE JOB SITE FOR REVIEW BY THE ENGINEER.
G-13 STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURE. DURING CONSTRUCTION,
THE STRUCTURES SHALL BE PROTECTED BY BRACING AND TEMPORARY SUPPORTS WHEREVER EXCESSIVE CONSTRUCTION
LOADS MAY OCCUR. OVERSTRESSING OF ANY STRUCTURAL ELEMENT IS PROHIBITED.
G-14 NO BACKFILL SHALL BE PLACED AGAINST ANY SUBSTRUCTURE WALLS UNLESS ALL ADJACENT SUPPORTING ELEMENTS HAVE
ACHIEVED DESIGN STRENGTH, OR WALLS HAVE BEEN PROPERLY BRACED, AND IN ANY CASE NOT SOONER THAN 28 DAYS
AFTER THE PLACING OF CONCRETE UNLESS APPROVED BY THE ENGINEER. SUPPORTING ELEMENTS SHALL INCLUDE ADJACENT
WALLS, SLABS, BEAMS AND COLUMNS.
G-15 LEAKAGE TESTING OF HYDRAULIC STRUCTURES SHALL NOT BEGIN UNTIL ALL STRUCTURAL ELEMENTS HAVE REACHED THE
SPECIFIED MINIMUM CONCRETE STRENGTH. BACKFILL SHALL NOT BE PLACED AROUND ANY HYDRAULIC STRUCTURE UNTIL THE
LEAKAGE TEST HAS BEEN COMPLETED UNLESS APPROVED BY THE ENGINEER.
GENERAL STRUCTURAL NOTES, CONTINUED
PARAMETER
PARAMETER
LEVEL
A-1 ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS SHALL BE DESIGNED AND INSTALLED TO RESIST THE
CONTROLLING CONDITION OF OPERATIONAL FORCES OR SEISMIC FORCES IN ACCORDANCE WITH THE GOVERNING BUILDING CODE.
SEISMIC FORCES SHALL ALSO BE AS PER ASCE 7. COMPONENT SEISMIC ATTACHMENTS SHALL BE BOLTED, WELDED, OR OTHERWISE
POSITIVELY FASTENED WITHOUT CONSIDERATION OF FRICTIONAL RESISTANCE PRODUCED BY THE EFFECTS OF GRAVITY. A
CONTINUOUS LOAD PATH OF SUFFICIENT STRENGTH AND STIFFNESS BETWEEN THE COMPONENT AND THE SUPPORTING STRUCTURE
SHALL BE PROVIDED. CONNECTIONS FOR BOTH ORTHOGONAL DIRECTIONS (TRANSVERSE AND LONGITUDINAL) SHALL BE DESIGNED
BY THE CONTRACTOR'S ENGINEER CURRENTLY REGISTERED IN THE STATE OF TEXAS.
A-2 COMPONENT REACTION FORCES AT THE POINT OF ATTACHMENT TO THE STRUCTURE SHALL BE SUBMITTED TO AND COORDINATED
WITH THE ENGINEER FOR CONFIRMATION SUPPORTING STRUCTURE CAN WITHSTAND REACTION FORCES.
A-3 CONTRACTOR SHALL PROVIDE SPECIAL SEISMIC CERTIFICATION (SSC) FROM MANUFACTURER OF EQUIPMENT FOR ALL SYSTEMS
DEEMED NECESSARY BY SPECIFICATIONS. SPECIAL SEISMIC CERTIFICATION SHALL BE IN COMPLIANCE WITH ASCE 7.
NONSTRUCTURAL COMPONENT ANCHORAGE
LIC NES E D
109383
FREDRICK P. POWELL
F. POWELL
K. GRISSOM
G-S-07
GENERAL
STRUCTURAL
STRUCTURAL NOTES SHEET 2 OF 2C. PHILLIPS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
F-1 CONCRETE (CAST-IN-PLACE) NOTES APPLY TO FOUNDATIONS.
F-2 ALLOWABLE SOIL BEARING PRESSURE
FOUNDATIONS
STRUCTURE
ALLOWABLE
SOIL BEARING
PRESSURE
HICKORY CREEK FLOW DIVERSION
STRUCTURE 10,000 PSF
ODOR CONTROL 1,500 PSF
HICKORY CREEK PUMP STATION 10,000 PSF
VALVE VAULT 1,500 PSF
HICKORY CREEK ELECTRICAL
CANOPY 1,500 PSF
BOOSTER PUMP STATION 1,500 PSF
PECAN CREEK PUMP STATION 5,000 PSF
PECAN CREEK FLOW DIVERSION
STRUCTURE 5,000 PSF
PECAN CREEK ELECTRICAL CANOPY 1,500 PSF
LEVEL
F-3 MINIMUM DEPTH FROM ADJACENT FINISHED GRADE TO BOTTOM OF FOUNDATION = 12 INCHES.
F-4 STRUCTURES ARE DESIGNED FOR THE 100-YEAR FLOOD ELEVATION OF 571.00 AT HICKORY CREEK STATION AND 559.00 AT
PECAN CREEK PUMP STATION.
F-5 THE FOLLOWING STRUCTURES ARE PIER SUPPORTED: STORAGE TANK.
F-6 SELECTION AND DESIGN OF EXCAVATION SUPPORT SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR ALL EXCAVATION SUPPORT TO THE ENGINEER FOR
REVIEW. ALL DRAWINGS AND CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE
STATE OF TEXAS.
F-7 EXCAVATION CUT SLOPES AND TEMPORARY SOIL STABILIZATION SHALL BE PERFORMED CONSISTENT WITH OSHA
REQUIREMENTS.
F-8 SUBGRADE RECONSTRUCTION REQUIREMENTS:
A.PIPING WITHIN 10 FOOT DEPTH, ELECTRICAL DUCTBANKS, AND SHALLOW FOUNDATIONS INCLUDING ODOR CONTROL
PADS, BOOSTER PUMP STATION, ELECTRICAL PADS, PUMP STATION SLABS SHALL BE FOUNDED ON A
RECONSTRUCTED-PREPARED SUBGRADE IN ACCORDANCE WITH THESE CONTRACT DRAWINGS AND APPLICABLE SECTIONS
OF THE CONTRACT SPECIFICATIONS.
B.THE CONTRACTOR SHALL EXCAVATE ALL SOILS 10 FEET IN DEPTH BELOW FINISHED GRADE BENEATH THE ITEMS LISTED.
THE WIDTH OF THE EXCAVATION SHALL EXTEND FIVE FEET IN HORIZONTAL WIDTH BEYOND THE ITEM'S FOOTPRINT. THE
EXCAVATED AREA MAY BE INCREASED AS REQUIRED FOR PUMP STATION AND PIPELINE EXCAVATION AND EXCAVATION
SUPPORT.
C.THE PUMP STATION EXCAVATION SHALL BE BACKFILLED AS SHOWN IN THE DRAWINGS.
D.ALL OTHER EXCAVATED AREAS SHALL BELOW THE ITEMS LISTED SHALL BE SHALL BE BACKFILLED WITH COMPACTED LOW
PI SELECT FILL TO WITHIN TWO FEET OF FINAL GRADE.
F-9 SELECT FILL MATERIALS USED FOR SUBGRADE RECONSTRUCTION SHALL BE OFF-SITE BORROW MATERIAL WITH A PI OF LESS
THEN 6. SELECT FILL SHALL BE COMPACTED IN 6 TO 8 INCH LIFTS AT -2% TO +2% OF OPTIMUM TO A MINIMUM OF 98% ASTM
D698 UNLESS NOTED OTHERWISE.
F-10 ON-SITE MOISTURE CONDITIONED FILL SHALL CONSIST OF CLAYED SAND OR SANDY CLAY HAVING A PI OF 8 TO 16 AND
COMPACTED IN SIX TO EIGHT INCH LIFTS AT -2% TO +2% OF OPTIMUM TO A MINIMUM OF 98% ASTM D698. ACTUAL
COMPACTION MOISTURE CONTENT SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER FOLLOWING TESTING OF BULK SAMPLES.
A MINIMUM OF TWO WEEKS PRIOR TO EXCAVATION, TWO 10 FEET DEEP TEST PITS SHALL BE EXCAVATED BY CONTRACTOR TO
OBTAIN BULK SAMPLES FOR TESTING BY GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL COMPACTION MOISTURE CONTENTS
REQUIRED FOR ON-SITE MOISTURE CONDITIONED CLAY FILL.
F-11 THE UPPER 2 FEET OF FILL BEYOND FOUNDATION EDGES IN UNPAVED AREAS WITHIN EXCAVATION LIMITS SHALL CONSIST OF
ON-SITE MOISTURE CONDITIONED CLAY COMPACTED IN 8 INCH LIFTS AT 1% TO 4% ABOVE OPTIMUM MOISTURE TO A MINIMUM
OF 95% ASTM D698.
F-12 THE UPPER TWELVE INCHES OF SELECT FILL BELOW FOUNDATION SLABS SHALL CONSIST OF CRUSHED CHICO STONE
COMPACTED AT OPTIMUM TO 2% ABOVE OPTIMUM TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY (ASTM D1557).
F-13 EXCAVATED SLOPES SHALL BE BENCHED DURING FILL PLACEMENT AT EACH LIFT OF BACKFILL MATERIAL.
P-1 STEEL CAGE REINFORCEMENT SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60.
P-2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS. CONCRETE FOR TEST CAISSONS SHALL
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT TIME OF TESTING.
P-3 CONCRETE SHALL HAVE A SLUMP OF 6" +/- 1".
DRILLED PIERS
LIC NES E D
109383
FREDRICK P. POWELL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
S. CHAVEZ
G-E-08
GENERAL
ELECTRICAL
LEGEND AND SYMBOLSG. RATASKY
#
FIRE ALARM INDICATOR MOUNTED
ABOVE A FIRE ALARM PULL
STATION
RECEPTACLES:
LEFT: SIMPLEX
MIDDLE: DUPLEX
RIGHT: QUADRUPLEX
MULTI-OUTLET RECEPTACLE:
LEFT: SIMPLEX
RIGHT: DUPLEX
OTHER RECEPTACLES:
LEFT: 240 VOLT
RIGHT: SPECIAL PURPOSE
FIRE ALARM PULL STATION
FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATOR PANEL
DUCT DETECTOR
FIRE ALARM INDICATOR:
X DENOTES ALERT TYPE (TYP.):
A DENOTES AUDIBLE
V DENOTES VISIBLE (# DENOTES STROBE INTENSITY)
SMOKE DETECTOR:
X DENOTES TYPE:
Z DENOTES IONIZATION
P DENOTES PHOTOELECTRIC
T DENOTES THERMAL
THERMOSTAT
AMBIENT TEMPERATURE TRANSMITTER
WALL SWITCH:
X DENOTES TYPE:
NO SUBSCRIPT DENOTES SINGLE-POLE SWITCH
3 DENOTES 3-WAY SWITCH
4 DENOTES 4-WAY SWITCH
M DENOTES MANUAL MOTOR STARTER
# DENOTES CIRCUIT NUMBER
WPCR DENOTES WEATHERPROOF CORROSION RESISTANT
COMBINATION MOTOR STARTER
DISCONNECT SWITCH
LOCAL CONTROL STATION
LIGHTING:
RECEPTACLES:
HVAC AND FIRE ALARM
SWITCHES
WIRING
ELEMENTARY CONTROL SCHEMATICS SINGLE-LINE DIAGRAMS SINGLE-LINE DIAGRAMS, CONT'D.
MISC PLAN VIEW SYMBOLS
COMMUNICATIONS
HORN/LIGHT DEVICE
PAGER RECEPTACLE
TELEPHONE OR NETWORK DROP
DUCTBANK SECTION CUT IDENTIFIER:
DBXX DENOTES DUCTBANK ID
EXX DENOTES DRAWING NUMBER
WHERE SECTION CUT IS LOCATED
EQUIPMENT CONNECTION
CONDUIT HOME RUN
CONDUIT EXPOSED
CONCRETE ENCASED CONDUIT
CONDUIT CONCEALED
FLEXIBLE CONDUIT
CONCRETE ENCASED DUCTBANK
3-POSITION SELECTOR SWITCH:
HOA DENOTES HAND/OFF/AUTO
LOR DENOTES LOCAL/OFF/REMOTE
FOR DENOTES FORWARD/OFF/REVERSE
PUSHBUTTON SWITCHES:
LEFT: N.O.
RIGHT: N.C.
TEXT DENOTES LEGEND PLATE
EMERGENCY STOP MUSHROOM HEAD PUSHBUTTON SWITCH (N.C.):
TEXT DENOTES LEGEND PLATE
PUSHBUTTON SWITCH N.C. WITH LOCK-OUT:
TEXT DENOTES LEGEND PLATE
INDICATOR LIGHT:
LEFT: STANDARD/RIGHT: PUSH-TO-TEST
X DENOTES COLOR
RUN TIME METER
MECHANICAL INTERLOCK CONNECTION
TRANSFORMER
PROTECTIVE RELAY:
NUMBER DENOTES IEEE DEVICE FUNCTION
MOTOR AND TYPICAL ADDITIONAL DEVICES:
TSH: TEMPERATURE SWITCH
MSH: MOTOR SPACE HEATER
CF: COOLING FAN
TE: TEMPERATURE ELEMENT
ME: MOISTURE DETECTOR
FUSE
LOW-VOLTAGE POWER CIRCUIT BREAKER:
LEFT: FIXED-MOUNT
RIGHT: DRAWOUT
E.O. DENOTES ELECTRICALLY OPERATED
LSIG DENOTES INSTALLED TRIP FUNCTIONS:
L DENOTES LONG-TIME
S DENOTES SHORT-TIME
I DENOTES INSTANTANEOUS
G DENOTES GROUND FAULT
Z DENOTES ZONE-SELECTIVE INTERLOCKING
CTR DENOTES BREAKER-SPECIFIC CT AND RATIOS
MEDIUM-VOLTAGE DRAWOUT POWER CIRCUIT BREAKER:
E.O. DENOTES ELECTRICALLY OPERATED
BATT. DENOTES BATTERY BACKUP POWER
GROUND
CT:
NUMBERS DENOTE CT WINDING RATIO AND CT QUANTITY
DRAW-OUT ELEMENT
GENERATOR
LEFT: FVNR STARTER:
X DENOTES NEMA SIZE
DP DENOTES DEFINITE PURPOSE CONTACTOR
RIGHT: FVR STARTER
LEFT: RESISTOR
RIGHT: LINE REACTOR:
#% DENOTES IMPEDANCE
CAPACITOR
SHUNT TRIP
SURGE PROTECTIVE DEVICE
LIGHTNING ARRESTOR
KIRK-KEY INTERLOCK
LEFT: VFD WITH LINE REACTOR
MIDDLE: VFD WITH HARMONIC FILTER
RIGHT: VFD WITH LINE REACTOR AND FVNR BYPASS
X DENOTES NEMA SIZE
VFD WITH RVSS BYPASS
PA UNITPA
EXX
DBXX
X
#
R
T
X
X
#
F
X
#
DD
F
HEAT DETECTORH
CONDUIT TAGS:
P DENOTES POWER
C DENOTES CONTROL
I DENOTES INSTRUMENTATION
XXXX DENOTES CONDUIT ID
XXX-XXX DENOTES CONDUIT ID
INSTRUMENT TAG:
X DENOTES INSTRUMENT TYPE
# DENOTES INSTRUMENT NUMBER
SEE DRAWING I1 FOR INSTRUMENT ABBREVIATIONS
#
X
DUCTBANK TAG:
X DENOTES DUCTBANK ID
SOLENOID VALVE
CONTROL POWER TRANSFORMER
MOTOR SPACE HEATER
SELECTOR SWITCH:
LEFT: STANDARD
RIGHT: SPRING-RETURN
TEXT DENOTES LEGEND PLATE
PT:
NUMBERS DENOTE PT WINDING VOLTAGES AND PT QUANTITY
480:120
(3)
500kW
9:
50:5(1)
K
GFCT:
NUMBERS DENOTE GFCT WINDING RATIO AND GFCT QUANTITY
MOTOR CIRCUIT PROTECTOR
LEFT: RVSS STARTER
RIGHT: RVSS STARTER WITH FVNR BYPASS
X DENOTES NEMA SIZE
RVAT STARTER:
X DENOTES NEMA SIZE
#% DENOTES TAP SETTING
GROUND RODS:
LEFT: BURIED
RIGHT: IN TESTWELL
X DENOTES RECEPTACLE TYPE (TYP.):
GFCI DENOTES GROUND FAULT CIRCUIT INTERRUPT
UPS DENOTES UNINTERRUPTIBLE POWER SUPPLY
WPCR DENOTES WEATHERPROOF CORROSION RESISTANT
# DENOTES CIRCUIT NUMBER (TYP.)
LEFT: CONDUIT RISE (TURN UP)
RIGHT: CONDUIT DROP (TURN DOWN)
MCCB-STYLE ATS OR MTS
DRAWOUT CB-STYLE ATS OR MTS
CONTACTOR-STYLE ATS OR
MTS WITH OFF POSITION
CONTACTOR-STYLE ATS OR MTS
CONTACTOR-STYLE ATS OR MTS,
SERVICE-ENTRANCE RATED
LEFT: PANELBOARD
RIGHT: COMBINATION POWER UNIT
X DENOTES PANEL ID
MOTOR PROTECTION RELAY
NORC NOFC NCRO NCFO
TEMPERATURE
SWITCHES/
THERMOSTATS
PRESSURE
SWITCHES
LEVEL
SWITCHES
FLOW
SWITCHES
NOTC NOTO NCTO NCTC
TIME
DELAY
SWITCHES
NO NC
DISCONNECT
SWITCHES
NOTATION LEGEND:
NO/NC: NORMALLY OPEN/CLOSED
RO/RC: RISE-TO-OPEN/CLOSE
FO/FC: FALL-TO-OPEN/CLOSE
TO/TC: TIME-OPEN/CLOSE
CONTACTS:
TEXT DENOTES COIL ID
SWITCHES:
TEXT DENOTES TAG NUMBER
X
LIMIT
SWITCHES
TORQUE
SWITCH
CONTACTS
SOLID-STATE OVERLOAD RELAY
TSH MSH CF
TE ME
XXX-YYYYYINSTRUMENT TAG:
X DENOTES INSTRUMENT TYPE
Y DENOTES INSTRUMENT NUMBER
SEE DRAWING I1 FOR INSTRUMENT ABBREVIATIONS
SINGLE-LINE DIAGRAMS, CONT'D.
CABLE TRAY TAG:
X DENOTES CABLE TRAY ID
Y DENOTES SCHEDULE REFERENCE
X
YAF
AT
100
100
HP RPM
DISCONNECT SWITCH
100A
3P
100A
FUSED DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
MCP
30A
#%
100A
52
1200A
N.C.
E.O.
BATT.XDB
X
TRAY
X
Y
A
MCP
100
X X
X
#%
A
MCP
30
X
A
MCP
M
F R
30
X
SPD
XXXkA
LOW-VOLTAGE MOLDED CASE CIRCUIT BREAKER
LEFT: THERMAL-MAGNETIC TRIP UNIT
RIGHT: ELECTRONIC TRIP UNIT
RECTANGULAR FIXTURE
EMERGENCY WALL-MOUNTED FIXTURE:
LEFT: STANDARD
RIGHT: REMOTE-HEAD
POLE-MOUNTED FIXTURE
X
#
X
#
X
#
X #
PHOTOCELL
LEFT: CEILING MOUNTED OCCUPANCY SENSOR
RIGHT: WALL MOUNTED OCCUPANCY SENSOR
X DENOTES TYPE
X DENOTES FIXTURE TYPE (TYP.)
SEE SPECIFICATION 16500 FOR FIXTURE SCHEDULE
# DENOTES CIRCUIT NUMBER (TYP.)
XXX
#
OS X
XXX
#
LEFT: CEILING MOUNTED FIXTURE
RIGHT: WALL MOUNTED FIXTURE
LEFT: CEILING MOUNTED EXIT SIGN
RIGHT: WALL MOUNTED EXIT SIGN
SHADED PORTION DENOTES SIGN FACE
XXX
#
XXX
#
OS X
PC
X
#
X
#
X
#
X
#
X
#
X
#
#
X
X
NS
LS LS
TS TS
PS PSPS PS
LS LSLS LS
FS FSFS FS
TD TDTD TD
G
PTT
G
ETM
SV
MPR
MSH
CPT 480/120VAC
XFMR
kVA
480-120/208V
3P/4W
DRY TRANS
30A
3P
30A
3P
30A
3P
30A
3P
800AF
800AP
800AT
LSIGZ
CTR
N.C.
800AF
800AP
800AT
LSIGZ
CTR
N.C.
ETU
800AF
800AP
800AT
LSIG
600:5(3)
X X
ST
6
PULSE
VFD
A
MCP
100
5%
6
PULSE
VFD
ACTIVE
FILTER
A
MCP
100
6
PULSE
VFD
IC
OC
A
MCP
100
5%
X
RVSS
IC
OC
A
MCP
100
RVSS
IC
OC
A
MCP
100
X
OC
18
PULSE
VFD
RVSS
OC
A
MCP
ICPST
IC
100
AF
AT
100
100
L
S1 S2
ATS
480V, 800A
:3
65kA
OPEN TRANSITION
L
S1 S2
ATS
480V, 800A
:3
65kA
OPEN TRANSITION
L
S1 S2
ATS
480V, 800A
:3
65kA
OPEN TRANSITION
S1 S2
L
ATS
480V, 800AF/800AT
:3
65kA
OPEN TRANSITION
S1 S2
L
ATS
480V, 800AF/800AT
:3
65kA
OPEN TRANSITION
START STOP
E-STOP
STOP - L.O.
ON OFF
H AO
XOO
OOX
P-XXXX
P-XXX-XXX
ON OFF
COIL:
X DENOTES TYPE:
M DENOTES MOTOR STARTER
CR DENOTES CONTROL RELAY
TD DENOTES TIME DELAY RELAY
TR DENOTES TIMER RANGE
TS DENOTES TIMER SETPOINT
PR DENOTES INTERPOSING PILOT RELAY
LC DENOTES LIGHTING CONTACTOR
Y DENOTES REFERENCE LINE NUMBER
EQUIPMENT/DEVICE LOCATION SYMBOLS
LOCATED AT PANEL:
X DENOTES PANEL ID:
L DENOTES LOCAL CONTROL STATION
LOCATED IN FIELD
LOCATED IN STAND-ALONE MOTOR STARTER/CONTROLLER
X
XX
YYY
TR TS
THERMAL OVERLOAD RELAY
OL
SSOL
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
S. CHAVEZ
G-E-09
GENERAL
ELECTRICAL
ABBREVIATIONS AND NOTESG. RATASKY
ABBREVIATIONS ABBREVIATIONS, CONT.
AE ANALYSIS ELEMENT
AHU AIR HANDLING UNIT
AIC AMPERE INTERRUPTING CAPACITY
AIT ANALYSIS INDICATING TRANSMITTER
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
AF AMPERE FRAME
AT AMPERE TRIP
ATS AUTOMATIC TRANSFER SWITCH
BC BYPASS CONTACTOR
BKR BREAKER
(L/V)CP (LOCAL/VENDOR) CONTROL PANEL
CPT CONTROL POWER TRANSFORMER
CT CURRENT TRANSFORMER
DB DUCTBANK
DSW DISCONNECT SWITCH
EHH ELECTRIC HAND HOLE
EMH ELECTRIC MANHOLE
EO ELECTRICALLY OPERATED
ETM ELAPSED TIME METER
ETU ELECTRONIC TRIP UNIT
FAAP FIRE ALARM ANNUNCIATOR PANEL
FACP FIRE ALARM CONTROL PANEL
FS FLOW SWITCH
FSL FLOW SWITCH LOW
FVNR FULL VOLTAGE NON-REVERSING
FVR FULL VOLTAGE REVERSING
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFCT GROUND FAULT CURRENT TRANSFORMER
GNG GO-NO GO
GND GROUND
HOA HAND-OFF-AUTO
HPU HYDRAULIC POWER UNIT
IC INPUT CONTACTOR
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS
ENGINEERS
ISO INTERNATIONAL ORGANIZATION FOR
STANDARDIZATION
JB JUNCTION BOX
LCS LOCAL CONTROL STATION
LP LIGHTING PANEL
LS LEVEL SWITCH
LSL LEVEL SWITCH LOW
LSLL LEVEL SWITCH LOW-LOW
LSH LEVEL SWITCH HIGH
LSHH LEVEL SWITCH HIGH-HIGH
LT LEVEL TRANSMITTER
MFR MULTI-FUNCTION RELAY
MH MANHOLE
MOD MOTOR OPERATED DAMPER
MOG MOTOR OPERATED GATE
MOL MOTOR OPERATED LOUVER
MOV MOTOR OPERATED VALVE
MPR MOTOR PROTECTION RELAY
MTD MOUNTED
MTS MANUAL TRANSFER SWITCH
MWTS MOTOR WINDING TEMPERATURE SWITCH
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NO NORMALLY OPEN
NTS NOT TO SCALE
OC OUTPUT CONTACTOR
OL OVERLOAD
PB PULLBOX
PC PHOTOCELL
PCC POINT OF COMMON COUPLING
PE PRESSURE ELEMENT
PIT PRESSURE INDICATING TRANSMITTER
PLC PROGRAMMABLE LOGIC CONTROLLER
PP POWER PANEL
PST PHASE SHIFTING TRANSFORMER
PT POTENTIAL TRANSFORMER
PTT PUSH TO TEST
RCS REMOTE CONTROL STATION
RECP RECEPTACLE
RIO REMOTE I/O
RM ROOM
RTD RESISTANCE THERMAL DEVICE
RTU REMOTE TELEMETRY UNIT
RVAT REDUCED VOLTAGE AUTO TRANSFORMER
RVSS REDUCED VOLTAGE SOLID STATE
SA SUPPLY AIR
S.E.SERVICE ENTRANCE
SP. C.SPARE CONDUIT
SPD SURGE PROTECTIVE DEVICE
SST STAINLESS STEEL
TB TEST BLOCK
TC TIMED CLOSE
TO TIMED OPEN
TSH TWISTED SHIELDED
TX TRANSFORMER
TYP TYPICAL
UPS UNINTERRUPTIBLE POWER SUPPLY
VFD VARIABLE FREQUENCY DRIVE
WPCR WEATHER PROOF CORROSION RESISTANT
WT WALK THROUGH
XFMR TRANSFORMER
NOTES:
1.UNLESS SPECIFICALLY NOTED OTHERWISE, ALL
UNDERGROUND CONCRETE ENCASED ELECTRICAL
CONDUITS SHALL BE PER STANDARD DETAIL
1611801.
2.THE INSTALLATION OF ALL CONCRETE ENCASED
ELECTRICAL CONDUITS SHALL COMPLY WITH ACI
318, SECTION 6.3. CONTRACTOR SHALL SUPPLY
EXPANSION JOINT FITTINGS AS REQUIRED FOR
THERMAL EXPANSION AND DEFLECTION.
3.BOND ALL NEW CONCRETE ENCASED GROUND
CONDUCTORS TO EXISTING GROUND
CONDUCTORS IN ALL MANHOLES, PULL BOXES,
CABLE TRAYS, AND SIMILAR LOCATIONS WHERE
APPLICABLE.
4.UNLESS OTHERWISE SPECIFIED OR NOTED, ALL
WALL MOUNTED ELECTRICAL PANELS,
ENCLOSURES, AND SIMILAR EQUIPMENT SHALL BE
MOUNTED 6'-6" (MAX) FROM THE TOP OF THE
PANEL TO FINISHED FLOOR OR GRADE.
5.UNLESS OTHERWISE NOTED, ALL LIGHTING
SWITCHES, CONTROL SWITCHES, AND SIMILAR
EQUIPMENT SHALL BE MOUNTED WITH THEIR
CENTERLINE APPROXIMATELY 4'-0" ABOVE
FINISHED FLOOR, SLAB, OR GRADE.
THERMOSTATS SHALL BE MOUNTED 4'-4" ABOVE
FINISHED FLOOR.
6.A SEPARATE EQUIPMENT GROUNDING
CONDUCTOR SHALL BE PROVIDED FOR EACH
CIRCUIT (SEPARATE CONDUCTOR IN THE
CONDUIT). THE CONDUCTOR SHALL BE
TERMINATED AT THE PROPER DEVICE, TERMINAL,
OR LUG AT THE POWER SOURCE (MCC GROUND
BUS, PANELBOARD GROUND BUS, ETC.). GROUND
CONDUCTOR SIZE SHALL BE PER THE LATEST
EDITION OF THE NEC.
7.ELECTRICAL SYSTEMS INSTALLED IN HAZARDOUS
LOCATIONS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CHAPTER 5, ART. 500 OF THE
LATEST EDITION OF THE NEC. CONTRACTOR
SHALL SEAL ALL CONDUITS LEAVING HAZARDOUS
AREAS. WALL AND FLOOR OPENINGS SHALL BE
SEALED WITH FIREPROOF COMPOUND.
8.ALL EQUIPMENT LOCATED IN HAZARDOUS AREAS
SHALL BE SUITABLE FOR THE CLASS, DIVISION,
AND GROUP RATING OF THE LOCATION.
9.LIGHTNING PROTECTION SHALL BE PROVIDED
FOR THE STRUCTURES INDICATED ON THE
DRAWINGS AND IN ACCORDANCE WITH SECTION
16670.
10.CONDUIT HOMERUNS ARE NOT SHOWN ON
DRAWINGS. CONTRACTOR SHALL REFER TO
CONDUIT AND WIRE SCHEDULE, RISER
DIAGRAMS, SINGLE LINE DIAGRAMS, AND OTHER
DRAWINGS FOR CONDUIT AND WIRE
REQUIREMENTS.
11.ALL ELECTRICAL COMPONENTS AND SYSTEMS AND
NON-BUILDING STRUCTURES SHALL BE DESIGNED
IN ACCORDANCE WITH THE BUILDING CODE, AND
THE REQUIREMENTS SHOWN IN DRAWING G-S-06.
LIC NES E D
121398
BRETT D. BUELTEL
VALVE/GATE ACTUATORS
FLOW METERS
ANALYTICAL
////
LINE SYMBOLS AND LEGEND
ELECTRICAL SIGNAL
ANALOG ELECTRICAL SIGNAL WITH
LIGHTNING SURGE ARRESTOR
(INPUTS AND OUTPUTS)
DISCRETE ELECTRICAL SIGNAL
(INPUTS) WITH INTERPOSING
RELAYS (OUTPUTS)
PROCESS/SIGNALS
NOT CONNECTED
(CROSSING)
PROCESS/SIGNALS
CONNECTED
DOUBLE CONTAINED
PIPE
TIE-IN CONTINUED
ELSEWHERE AS
INDICATED
MAJOR PROCESS PIPES
OR CHANNELS, NEW
SECONDARY PROCESS OR
MECHANICAL CONNECTION, NEW
DWG NO
DWG NO
"DISCRETE" DIGITAL SIGNALS, INPUTS
AND OUTPUTS.
REFER TO COMMUNICATION CABLE LEGEND ON THE NETWORK ARCHITECTURE DRAWING FOR
ADDITIONAL LINE TYPES FOR SIGNAL CABLES
DEMO
MAJOR PROCESS PIPES,
SECONDARY PROCESS OR
CHANNELS, EXISTING
MAJOR PROCESS PIPES,
SECONDARY PROCESS OR
CHANNELS, FUTURE
OOODATA LINK OR INTERNAL
SOFTWARE LINK
C6 ETHERNET VIA
CATEGORY 6 CABLE
FO FIBER OPTIC CABLE
RADIO LINK-R--R--R--
AIR SUPPLY
OR SIGNAL
EQUIPMENT TYPE
EQUIPMENT TAG NUMBERS
INSTRUMENT LOOP NUMBERS
LOOP NUMBER (4 DIGITS
PLUS SUFFIX AS NEEDED)
EQUIPMENT NUMBER
TTTT-NNN
NNNN
PANEL NUMBERS
EQUIPMENT TYPE (SAME AS TYPE
OF ASSOCIATED EQUIPMENT)
TTT-TTT-NNN
PANEL NUMBER (SAME AS NUMBER
OF ASSOCIATED EQUIPMENT)
SERVICE
PIPE TAG NUMBERS
SIZE
TTT-NN"-TTT
PIPE MATERIAL
FCP (VENDOR-FURNISHED), LCP
(PROVIDED UNDER DIV 16 OR 17)
NOTES
1.SYMBOLS AND NOMENCLATURE
ARE BASED ON ISA STANDARDS
S5.1, S5.2, S5.4
2.SEE ASSOCIATED ELECTRICAL
AND MECHANICAL SYMBOL
SHEETS FOR ADDITIONAL
SYMBOLS AND ABBREVIATIONS.
3.POWER SUPPLIES FOR LOOPS OR
SYSTEMS SHALL BE FURNISHED
BY THE INSTRUMENTATION
SUPPLIER TO MEET THE
PARTICULAR CHARACTERISTICS
(E.G. VOLTAGE AND CURRENT
REQUIREMENTS) OF
COMPONENTS IN EACH LOOP OR
SYSTEM
4.X(S) REQUIRED FOR ALL
EQUIPMENT TYPES LESS THAN
FOUR CHARACTERS.
OUTPUT
FUNCTION
SUCCEEDING LETTERS
USER'S CHOICE
CONTROLLER
MODIFIER
BYPASS
CLOSE, CLOSED
DRIVE (VFD)
MODIFIER
DIFFERENTIAL
ANALYSISA
B
C
D
FIRST LETTER
USER'S CHOICE
CONTROL STATION
USER'S CHOICE
HIGH
LOW
USER'S CHOICE
SWITCH
MULTIFUNCTION
UNCLASSIFIED
TRANSMIT
MULTIFUNCTION
UNCLASSIFIED
OPEN
RATIO
MOMENTARY
SCAN
FLOW
VOLTAGE (EMF)
USER'S CHOICE
CURRENT
(ELECTRICAL)
E
F
G
H
I
LEVEL
USER'S CHOICE
K
L
M
N
J POWER
SAFETY
REMOTE CONTROL
WELL
QUANTITY
RADIATION
P
Q
R
S
MULTIVARIABLE
VIBRATION
TEMPERATURE
PLC COMMAND
U
V
T
X
Y
W
O USER'S CHOICE
PRIMARY ELEMENT
LIGHT (PILOT)
RECORD OR PRINT
MULTIFUNCTION
UNCLASSIFIED
Z
DENSITY (MASS)
OR SPECIFIC
GRAVITY
HAND SWITCH
(SELECTOR SWITCH)
READOUT OR
PASSIVE
FUNCTION
ALARM OR PLC/DCS
DISCRETE INPUT
MEASURED OR
INITIATING
VARIABLE
CONDUCTIVITY
(ELECTRICAL)
BURNER,
COMBUSTION
INDICATE OR PLC/DCS
ANALOG INPUT
ORIFICE
(RESTRICTION)
POINT (TEST
CONNECTION)
INTEGRATE OR
TOTALIZE
DRIVE, ACTUATOR
OR UNCLASSIFIED
FINAL CONTROL
ELEMENT
VALVE, DAMPER
OR LOUVER
MIDDLE OR
INTERMEDIATE
NOTIFY OR PLC/DCS
DISCRETE INPUT
MOISTURE OR
HUMIDITY
TIME OR TIME-
SCHEDULE
POSITION,
DIMENSION,
DIRECTION
EVENT, STATE
OR PRESENCE
SPEED OR
FREQUENCY
PRESSURE
OR VACUUM
TIME RATE
OF CHANGE
COMPUTE,
CONVERT, RELAY
WEIGHT, TORQUE,
OR FORCE
INSTRUMENT IDENTIFICATION LETTERS
TURBINE PUMP
PISTON PUMP COMPRESSOR (PISTON)
CHEMICAL FEED PUMP
CHOPPER PUMP
BLOWER (CENTRIFUGAL)
HOSE PUMP
COMPRESSOR
(CENTRIFUGAL), OR
TURBINE
PROGRESSIVE
CAVITY PUMPCENTRIFUGAL
PUMP
ROTARY LOBE PUMP
OR BLOWER (POSITIVE
DISPLACEMENT)
CENTRIFUGAL WET PIT
(OR DRY-PIT
SUBMERSIBLE) PUMP
GEAR PUMP
INLINE GRINDER
SCREW CENTRIFUGAL PUMP
M
VERTICAL
MAGNETIC
DRIVE
PUMP
MAG
PUMP AND COMPRESSOR SYMBOLS
M
QUICK CONNECT
ANNULAR
DIAPHRAGM
SEAL
PULSATION
DAMPENERCALIBRATION
CYLINDER
AIR FILTER
STATIC MIXER
AIR GAP
MISCELLANEOUS SYMBOLS
DRAIN
HORN
INJECTOR OR EDUCTOR
HORN/STROBE LIGHT
RUPTURE
DISK
VENT TO
ATMOSPHERE
M
BASKET
STRAINER
FLEXIBLE HOSE
ULTRASONIC
LEVEL OR
FLOW
SENSOR
LE
XXX
SUBMERSIBLE
LEVEL
(PRESSURE)
SENSOR
M
LIT
-
PRESSURE
TRANSMITTER WITH
FLUSH-MOUNTED
FLANGE SEAL
VENTILATION
FAN
ELECTRIC
MOTOR
SPACE HEATER
DIAPHRAGM
SEAL
ELECTRIC
MOTOR
BLIND
FLANGE T-STRAINER MIXER
ROTARY
FEEDER
EXPANSION
TANK
RADAR
LEVEL
SENSOR
LIQUID LEVELCLEARWELLWETWELL/WELL
REDUCER
41:AIT
000
XXXX
ANALYSIS INDICATING
TRANSMITTER
XXX
000
FYXX
XXX
000
XXX
000
XXX
000
XXX
000
XXX
000
XXX
000
XXX
000
XXX
000
XXX
000
XXX
000
XXX
000
(ZZZ)
H - HYDRAULIC
D - DIGITAL
*
CONVERT
B - BINARY
E - VOLTAGE
I - CURRENT
P - PNEUMATIC
A - ANALOG
O - ELECTROMAGNETIC, SONIC
R - RESISTANCE (ELECT.)
INSTRUMENT AND FUNCTION SYMBOLS
RATIOSUBTRACTOR
SUMMING
DIVIDING
MULTIPLYING
INTEGRAL
EXTRACTION
PROPORTIONAL
DERIVATIVE
ROOT
COMPUTE
PANEL MOUNTED PILOT LIGHT
AVERAGING
DIFFERENCE
HIGH SELECTING
LOW SELECTING
PRIMARY LOCATION
NORMALLY
ACCESSIBLE
TO OPERATOR
FIELD
MOUNT
AUXILIARY
LOCATION
NORMALLY
ACCESSIBLE
TO OPERATOR
NORMALLY
INACCESSIBLE
OR BEHIND THE
PANEL DEVICES
OR FUNCTIONS
PID
*ASTERISK IDENTIFIES FIELD INSTRUMENTS FURNISHED BY EQUIPMENT
SUPPLIER
OSC -OPEN/STOP/CLOSED
POT -POTENTIOMETER
RL - RAISE/LOWER
RS -RUN/STOP
RSL - RAISE/STOP/LOWER
SD -SHUTDOWN
SEL - SELECT
SP -SET POINT
SR - START/RESET
SS - STOP/START
AHC -AUTO/HOLD/CLOSE
AM -AUTO/MANUAL
DEV -DEVIATION
FOR -
FORWARD/OFF/REVERSE
MOA- MANUAL/OFF/AUTO
HOR - HAND/OFF/REMOTE
LOS - LOCKOUT STOP
LR - LOCAL/REMOTE
00 - ON / OFF
OCA - OPEN/CLOSE/AUTO
DESIGNATIONS OF CONTROL FUNCTIONS (ZZZ)
ASSOCIATED WITH INSTRUMENT OR OTHER
COMPONENTS.
SINGLE INSTRUMENT OR OTHER COMPONENT HAVING
MULTIPLE FUNCTIONS OR SHARING A COMMON HOUSING
XXX
000
TT
INSTRUMENT PANEL MOUNTED WITH
COMPUTING OR CONVERTING FUNCTION
NON-ANALYTICAL FIELD INSTRUMENTS
NOT IDENTIFIED BY SYMBOLS
TD - THERMAL DISPERSION
TT = R - RADAR
SHARED DISPLAY,
SHARED CONTROL
(OIT, HMI)
DISCRETE
INSTRUMENTS
COMPUTER
FUNCTION
PROGRAMMABLE
LOGIC
CONTROL
BISECTED HEXAGON ADJACENT TO EQUIPMENT ITEM
INDICATES THAT THE ELECTRICAL DEVICES (SWITCHES,
CONTROL STATIONS, CONTROL PANELS, MCC
COMPARTMENTS, WIRING, ETC.) AND SCADA DEVICES (I/O
POINTS, HMI OBJECTS, ETC) FOR THE EQUIPMENT ITEM
WITH THE LOOP NUMBER IN THE TOP OF THE HEXAGON
ARE THE SAME AS THOSE FOR THE EQUIPMENT ITEM WITH
THE LOOP NUMBER IN THE BOTTOM OF THE HEXAGON.
XXX
000
X
SUFFIX TO DIFFERENTIATE BETWEEN DIFFERENT
INSTRUMENTATION DEVICES WITH THE SAME LOOP
NUMBER AND INSTRUMENT IDENTIFICATION.
RF - ADMITTANCE/CAPACITANCE
1113
1111
VALVE SYMBOLS
PUMP CONTROL VALVE
SLUICE GATE
ANGLE VALVE
PLUG VALVEGATE VALVE
BUTTERFLY VALVE SWING CHECK VALVE
AIR VACUUM RELIEF VALVE
NEEDLE VALVE
BALL VALVE (3 WAY)3-WAY BALL VALVE
AIR RELEASE
VALVE
PRESSURE RELIEF
OR SAFETY VALVE
BACKFLOW
PREVENTOR
WAFER-TYPE CHECK
VALVE STOP LOGS
THROUGH PLUG VALVE
SLIDE/WEIR GATE
VALVE
DIAPHRAGM
PINCH VALVE
ROTARY VALVE
GLOBE VALVE BALL VALVE
BALL CHECK VALVE
COMB VAC/PRESSURE
RELIEF VALVE
BACKPRESSURE
REGULATOR (PSV)
PRESSURE-REDUCING
REGULATOR (PRV)
DAMPER
MECHANICAL
FLOW CONTROL
VALVE (OFCV)
KNIFE GATE
MAGNETIC FLOWMETER
M
VORTEX SENSOR
SONIC FLOW METER
"DOPPLER" OR "TRANSIT
TIME" TEXT MAY BE ADDED
FI
XXXXX
VARIABLE AREA
INDICATING ROTAMETER(R)
ORIFICE PLATE (MOUNTED
IN FLANGE UNION)
POSITIVE-DISPLACEMENT
TYPE VENTURI/INSERT
TYPE FLOW TUBE
SINGLE PORT
PITOT TUBE
PADDLE WHEEL FLUME
WEIR
TURBINE-OR
PROPELLER TYPE
ELECTROHYDRAULICVALVE ACTUATOR
ELECTRO- PNEUMATIC
CONVERTER
ROTARY MOTOR
M
SOLENOID
S
HAND WHEELPNEUMATIC
XXXX = ALK - ALKALINITY
CH4 -METHANE CONCENTRATION
CL2 -CHLORINE CONCENTRATION
COMB -COMBUSTIBLE GAS
CON -CONDUCTIVITY
DO -DISSOLVED OXYGEN
IR -INFRARED
H2S -HYDROGEN SULFIDE
LEL -LOWER EXPLOSIVE LIMIT
MEOH -METHANOL VAPOR CONCENTRATION
O2 -OXYGEN CONCENTRATION
O3 -OZONE
ORP -OXIDATION/REDUCTION POTENTIAL
PETRO -PETROLEUM VAPOR
PH -HYDROGEN ION CONCENTRATION
SO2 -SULFUR DIOXIDE
TH -TOTAL HARDNESS
TSS -TOTAL SUSPENDED SOLIDS
TURB-TURBIDITY
UV -ULTRAVIOLET
Y-STRAINERAIR/ VACUUM
VALVE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
C. KOLESA
C. KOLESA
G-I-10
GENERAL
INSTRUMENTATION
SYMBOLS AND LEGENDD. EDWARDS
LINE SYMBOLS AND LEGEND
C6 ETHERNET VIA
CATEGORY 6 CABLE
FO FIBER OPTIC CABLE
PLC (PROGRAMMABLE LOGIC CONTROLLER) /
RTU (REMOTE TELEMETRY UNIT)
MODEM
RADIO
COAXIAL
HICKORY CREEK DETENTION FACILITY RTU PANEL
RS232 CABLE
WEST PEAK FLOW PUMP STATION RTU PANEL
RS232 CABLE
EXISTING SCADA NETWORK
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
C. KOLESA
C. KOLESA
G-I-11
GENERAL
INSTRUMENTATION
CONTROL SYSTEM ARCHITECTURED. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. WITT
G-HC-12
HICKORY CREEK DETENTION
FACILITY
GENERAL
HYDRAULIC PROFILE
D. NAILOR
590
580
570
560
550
600
WEIR EL 552.00
LPTEL 580.00
530
540
610
620
630
590
580
570
560
550
600
530
540
610
620
630
INV FL EL 548.00
INV FL EL 545.75
EL VARIES
EL 564.00
INV FL EL 549.46
EL 551.46
WS EL 553.9
@ 24 MGD
W EL 550.86 @ 24 MGD
HWSEL 549.00
LWSEL 544.00
EL VARIES EL VARIES
WSEL 614.25
LPT EL 538.25
EXISTING 30"-RS
100-YR FLOODPLAIN
ELEVATION ~ 571.00
HCDF
PUMP STATION
STORAGE TANK
HCDF
DIVERSION STRUCTURE
48" RS
30" RS
EL 580.50
HICKORY CREEK
INTERCEPTOR MANHOLE
EXISTING 30" RS
INV EL 546.49
INV FL EL 552.00
RIM EL 561.28
24" PDR
12" PDR
NOTES:
1.MANHOLES AND VALVES NOT SHOWN FOR
SIMPLICITY.
LIC NESE D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. WITT
G-PC-13
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
GENERAL
HYDRAULIC PROFILE
D. NAILOR
570
560
550
540
530
580
EL 562.75
510
520
590
600
610
EL 541.17
HWSEL 542.00
LWSEL 535.00
570
560
550
540
530
580
510
520
590
600
610
FL INV EL 539.19
EXISTING 42" RS
42" RS
WEIR EL 542.69
FL INV EL 538.50
36" RS
EXISTING 42" RS
LOW FL INV EL 542.0 ±
HWSEL 571.50
WSEL 545.05
@ 30 MGD
EL VARIESEL 555.50
FL INV EL 539.19
W EL 544.52
@ 30 MGD
EL 567.00EL VARIES EL VARIES
EXISTING
EQUALIZATION BASIN
WEST PEAK FLOW
PUMP STATION
NOTES:
1.MANHOLES AND VALVES NOT SHOWN FOR
SIMPLICITY.
APPROXIMAT
FLEL 563.2±
LIC NESE D
113114
BRANDT N. MILLER
FL=588.38
FL=587.70
B1
B2
B3
B4
B5
B6
B7 B8
SOIL BORING
POINT #
1
2
3
4
5
6
7
8
NORTHING
7109828.67
7109673.44
7109759.54
7109738.37
7109691.34
7109755.19
7109804.14
7109815.13
EASTING
2382277.65
2382327.76
2382276.03
2382212.48
2382277.65
2381963.19
2382052.45
2382113.12
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
PLAN
B. MILLER
S. NASH
C-HC-01
HICKORY CREEK DETENTION
FACILITY
CIVIL
OVERALL SITE PLAN
J. LONDON
PROPOSED EQ TANK
FUTURE EQ TANK
ODOR CONTROL
EQUIPMENT PAD
HCDF PUMP STATION
ELECTRICAL PAD
100-YR FLOOD
BFE 571
SEE G-C-05 NOTES 500-YR FLOOD
BFE 572
SEE G-C-05 NOTES
FLOOD ZONE AE
SEE G-C-05 NOTES
FLOOD ZONE X
SEE G-C-05 NOTES
C.P. 9
LIMITS OF
DISTURBANCE
ACCESS ROAD B
SEE SHEET C-HC-06
BOOSTER PUMP
STATION PAD
GRAVEL ACCESS
DRIVE (BY CITY)
CONTRACTOR
STAGING AREA
VALVE VAULT
C.P. 7
C.P. 8
C.P. 10
DIVERSION
STRUCTURE
C.P. 6
C.P. 5
GRAVEL ACCESS
DRIVE (BY OTHERS)BREAKLINE BFOR CONTINUATION SEELOCATION MAP ON G-C-05BREAK LINE A
FOR CONTINUATION SEE
LOCATION MAP ON G-C-05
LIMITS OF
DISTURBANCE
C.P. 2
C.P. 11
C.P. 1
ENVIRONMENTALLY
SENSITIVE AREA 1
SEE G-C-05 NOTES
ENVIRONMENTALLY
SENSITIVE AREA 2
SEE G-C-05 NOTES
ENVIRONMENTALLY
SENSITIVE AREA 3
SEE G-C-05 NOTES
KANSAS CITY
SOUTHERN RAILROAD
CENTERLINE
KANSAS CITY
SOUTHERN
RALIRAOD
40 80'080
1"=80'-0"
HICKORY CREEK
CENTERLINE
BENT TREE ESTATES
ACCESS ROAD A
SEE SHEET C-HC-05
COUNTRY CLUB ROAD(FM 1830)PROPERTY LINE, TYP
HICKORY CREEK INTERCEPTOR
EXISTING 30' CROSSTEX
CCNG TRANSMISSION
RIGHT-OF-WAY AND ESMT
LIC NES E D
113114
BRANDT N. MILLER
EDGE OF
W
A
T
E
R
ED
G
E
O
F
W
A
T
E
R
5985
9
7
59
8
60
0
59859
5
59
2
597
599
565
562562561559558 563
599594595
596
597
595
596
591581575574573572571570569568568568
565
570
565
563564565570572574576578580585588580578576575574572592581573572571570591599581573572571
564565
568
57
0
572
573574
5
6
8
5
7
1
56
6
5
6
6 568568
568565563566
5
6
4
57
0
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
0 40'20
SCALE: 1" = 40'
40
PLAN
REMOVE TREE, TYP
NOTES:
1.WHILE CONSTRUCTION ACTIVITIES ARE ONGOING,
CONTRACTOR SHALL PROVIDE TEMPORARY FENCING
TO MAINTAIN SECURITY OF THE SITE AT ALL TIMES.
PRIOR TO THE END OF CONSTRUCTION ACTIVITIES,
PERMANENT FENCING TO BE INSTALLED.
2.ALL TREES TO REMAIN IN PLACE EXCEPT WHERE
REMOVAL IS INDICATED ON DRAWINGS OR WHERE
SPECIFICALLY APPROVED BY THE OWNER.
CONTRACTOR SHALL REMOVE FROM THE SITE ALL
CUT DOWN TREES, TREE REFUSE, TREE STUMPS,
ROOT SYSTEMS, BRUSH OR OTHER REMAINING
DEBRIS. IF NO WORK IS PROPOSED IN THE AREA OF
TREE REMOVAL, CONTRACTOR SHALL ROUGH GRADE
AREA AND ESTABLISH VEGETATIVE COVER.
3.TREES 6-INCH IN DIAMETER AND LARGER ARE
SHOWN. ALL TREES 6-INCH AND SMALLER SHALL BE
REMOVED AS REQUIRED FOR THE WORK. TREE
REMOVAL WITHIN ENVIRONMENTALLY SENSITIVE
AREA SHALL BE MINIMIZED.
B. MILLER
S.NASH
C-HC-02
HICKORY CREEK DETENTION
FACILITY
CIVIL
TREE REMOVAL AND PROTECTION
PLAN
J. LONDON
100-YR FLOOD
BFE 571
SEE G-C-05 NOTES
500-YR FLOOD
BFE 572
SEE G-C-05 NOTES
FLOOD ZONE AE
SEE G-C-05 NOTES
FLOOD ZONE X
SEE G-C-05 NOTESENVIRONMENTALLY
SENSITIVE AREA 3
SEE G-C-05 NOTES
ENVIRONMENTALLY
SENSITIVE AREA 2
SEE G-C-05 NOTES
ENVIRONMENTALLY
SENSITIVE AREA 1
SEE G-C-05 NOTES
LIMITS OF DISTURBANCE
HICKORY CREEK
CENTERLINESEE SHEET C-HC-07 ANDC-HC-08 FORCONTINUATION AND TREEREMOVAL REQUIREMENTSSEE SHEET C-HC-11 ANDC-HC-12 FORCONTINUATION AND TREEREMOVAL REQUIREMENTSTREE PROTECTION
FENCE, TYP
LIC NES E D
113114
BRANDT N. MILLER
EDGE
OF
WATE
R
ED
G
E
O
F
W
A
T
E
R
5985
9
7
59
8
60
0
5
9
5
5985
8
8
5
9
0
5
9
5
59
1
59
5
59
2 596597
599
5
9
55955
9
4
596
565
562562561559558 563 594595
596
597
595
596
575574573572571570569568568568
565
570
565
563564565570572574576578580585588580578576575574572573572571570573572571588565
568
570572573574
5
6
8
5
7
1
56
6566 568568565563 5665
6
4
57
0
FL=587.70
5855905985905955995
8
5
5
9
0
574584
582
580
590
585
593 5905755
8
0580
580576
579.14
582.87
582.09
581.11
580.1
3 580.14580.53
580.93581.21580.32580.72
581.12
581.50
580.
0
0
580.00
579.82579.82
579.00
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
0 40'20
SCALE: 1" = 40'
40
PLAN
PROPOSED EQ TANK
FUTURE EQ TANK
LIMITS OF
DISTURBANCE
VALVE VAULT
B. MILLER
S.NASH
C-HC-03
HICKORY CREEK DETENTION
FACILITY
CIVIL
GRADING AND EROSION CONTROL
PLAN
J. LONDON
500-YR FLOOD
BFE 572
SEE
G-C-05-NOTES
ODOR CONTROL
EQUIPMENT PAD
HCDF PUMP STATION
ELECTRICAL PAD
BOOSTER PUMP
STATION PAD
ACCESS ROAD B
SEE C-HC-05 SEE SHEET C-HC-11 FORCONTINUATIONSEE SHEET C-HC-10 FORCONTINUATIONCONSTRUCTION
STAGING AREA
DIVERSION SWALE
12" DEEP SWALE, 4:1 SIDE
SLOPES, USE TEMPORARY
LINING WITH MIN SHEAR
STRESS OF 2.00 LBS/SF
ENVIRONMENTALLY
SENSITIVE AREA 3
SEE G-C-05 NOTES
ENVIRONMENTALLY
SENSITIVE AREA 2
SEE G-C-05 NOTES
ENVIRONMENTALLY
SENSITIVE AREA 1
SEE G-C-05 NOTES
RECM SLOPE STABILIZATION, TYP
NOTE:
1. SEE EROSION, SEDIMENTATION AND POLLUTION
CONTROL NOTES ON SHEET G-04.
TOTAL AREA:7.7 AC
EXIST IMPERV.0 AC
NEW IMPERV.1.2 AC
TOTAL IMPERV.1.2 AC
% IMPERV.16 %
STABILIZED
CONSTRUCTION ENTRANCE
FLOOD ZONE X
SEE G-C-05 NOTES
100-YR FLOOD
BFE 571
SEE G-C-05 NOTES
FLOOD ZONE AE
SEE G-C-05 NOTES
0227033
TREE PROTECTION
FENCE, TYP
0227011R
0227033
0257701
0227011R 0227014
HICKORY CREEK
CENTERLINE
CHECK DAM, TYP
0227029
FF = 582.00
LIC NES E D
113114
BRANDT N. MILLER
1
2
3
4
5
6
8
9
10
11
12
13
1415
16
17
18
19
22
24
7
46
47 48
49
50
STAKING TABLE
POINT #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
24
46
47
48
49
50
NORTHING
7109523.12
7109528.02
7109644.81
7109645.03
7109645.92
7109748.53
7109736.38
7109731.90
7109760.01
7109760.01
7109649.43
7109587.31
7109760.01
7109755.51
7109764.51
7109535.30
7109769.30
7109769.30
7109535.30
7109467.76
7109477.76
7109555.01
7109649.43
7109797.28
7109850.09
7109850.09
7109796.67
7109641.12
EASTING
2382373.68
2382354.29
2382184.13
2382181.40
2382168.97
2382186.33
2382187.97
2382192.16
2382189.57
2382365.73
2382365.73
2382373.57
2382277.65
2382180.25
2382169.26
2382378.17
2382185.80
2382143.36
2382143.29
2381419.99
2381430.45
2382247.65
2382615.73
2382185.80
2382238.61
2382314.31
2382367.73
2382167.79
DESCRIPTION
EOP
EOP
EOP
STRUCTURE
STRUCTURE
STRUCTURE
EOP
STRUCTURE
EOP
EOP
EOP
EOP
TANK CENTER
VAULT
VAULT
FENCE
FENCE
FENCE
FENCE
STRUCTURE
STRUCTURE
RADIUS
RADIUS
FENCE
FENCE
FENCE
FENCE
ANTENNA
10 20'020
1"=20'-0"
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
S.NASH
C-HC-04
HICKORY CREEK DETENTION
FACILITY
CIVIL
STAKING AND YARD PIPING
PLAN
J. LONDON
PROPOSED EQ TANK
FUTURE EQ TANK
LIMITS OF
DISTURBANCE, TYP
VALVE VAULT
ODOR CONTROL
EQUIPMENT PAD
ELECTRICAL PAD
BOOSTER PUMP
STATION PAD
ACCESS ROAD B
SEE C-HC-05 SEE SHEET C-HC-11 FORCONTINUATIONSEE SHEET C-HC-07 FORCONTINUATIONR110'R130'
R250'R 88.1'12"-PD-PVC
SEE C-HC-10
48"-RS-FRP
SEE C-HC-08
18" FA-FRP
24"-PD-PVC
6"-NPW-PVC
SEE C-HC-11
8" PW-PVC
SEE C-HC-11
6"-FA-FRP
ACCESS GATE
CHAIN LINK FENCE SHALL
BE INSTALLED 2' FROM
EDGE OF PAVEMENT, TYP
4"-PD-PVC
6"-PD-PVC
3"-PD-PVC
HCPF PUMP
STATION
BACKFLOW PREVENTOR
0244400
0244400
COMMUNICATIONS
ANTENNA
LIC NES E D
113114
BRANDT N. MILLER
PROCESS PIPING STAKING TABLE
POINT #
31
32
35
38
39
40
41
42
NORTHING
7109743.57
7109752.34
7109675.73
7109741.81
7109726.17
7109689.70
7109687.44
7109739.18
EASTING
2382164.63
2382174.75
2382196.02
2382157.20
2382156.03
2382153.32
2382157.40
2382187.10
DESCRIPTION
45 BEND
45 BEND
45 BEND
45 BEND
TEE
45 BEND
45 BEND
45 BEND
FL INV EL
1894.566
1894.566
569.750
571.170
571.000
570.500
570.420
1608.263
B3
B4
B5
31
32
35
38
39
40
41
42
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
ENG
CAD
C-HC-04A
CIVIL
YARD PIPING AND
STAKING PLAN
ENG
5
1"=10'-0"
10 0 10'
PROPOSED EQ TANK
FUTURE EQ TANK
LIMITS OF
DISTURBANCE, TYPSEE SHEET C-HC-07 FORCONTINUATION12"-PD-PVC
SEE C-HC-10
48"-RS-FRP
SEE C-HC-08
18" FA-FRP
24"-PD-PVC
6"-NPW-PVC
SEE C-HC-11
CHAIN LINK FENCE SHALL
BE INSTALLED 2' FROM
EDGE OF PAVEMENT, TYP
6"-PD-PVC
3"-PD-PVC
HCDF PUMP
STATION
0244400
VALVE
VAULT
BOOSTER
PUMP
STATION
PAD
ODOR
CONTROL
EQUIPMENT
PAD
ELECTRICAL
PAD
LIC NES E D
113114
BRANDT N. MILLER
A
P
P
RO
X
IM
A
T
E
C
E
N
T
E
R
L
I
N
E
O
F
C
R
E
E
K
TO
P
O
F
B
ANK
APPROX CL CREEK
TOP OF BANK
TOP OF BANK
565
562
561
559
558
56
35645655
6
5
5
6
4
56356
3
56
4
562
5615625625625605605595
6
5
5
6
8 570572
573
574
565
563 4
0
3
L
F
4
8
"
P
V
C
S
S
48"-RS-FRP
12"-PD-PVC
SEE DWG C-HC-09
FOR PLAN & PROFILE
STA 4+00.25
SSMH 2 (7' ∅)
W/ WATERTIGHT COVER
N: 7109721.99
E: 2381762.65
FLOOD ZONE "AE"
SEE G-C-05 NOTES
EX 30"
HICKORY CREEK
INTERCEPTOR
STA 1+35.06
SSMH 1 (7' ∅)
W/ WATERTIGHT COVER
N: 7109573.70
E: 2381542.78
48"-RS-FRP
LIMITS OF
DISTURBANCE, TYP
SEE G-C-05 NOTES 20'ENVIRONMENTALY
SENSITIVE AREA 2
SEE G-C-05 NOTES
ENVIRONMENTALY
SENSITIVE AREA 1
SEE G-C-05 NOTES
ENVIRONMENTALY
SENSITIVE AREA 3
SEE G-C-05 NOTES
30'SEE NOTE 1
HICKORY CREEK
INTERCEPTOR
EX SSMH
STA 0+00
CONNECT TO
DIVERSION STRUCTURE
1+00
2+00 3+00 4+00
5
+
0
0
6
+
0
0
STA 1+35.06
SSMH 1 (7' ∅)
W/ WATERTIGHT COVER
N: 7109573.70
E: 2381542.78
STA 1+35.06
SSMH 1 (7' ∅)
W/ WATERTIGHT COVER
N: 7109573.70
E: 2381542.78
STA 1+35.06
SSMH 1 (7' ∅)
W/ WATERTIGHT COVER
N: 7109573.70
E: 2381542.78
DIVERSION STRUCTURE
SEE DWG S-HC-01
N: 7109490.22
E: 2381423.51
N: 7109484.19
E: 2381439.42
535
540
545
550
555
560
565
570
575
580
-0+50 0+00 1+00 2+00 3+00 4+00 5+00
EX GROUND
OVER CL OF PIPE
FL EX 30" OUT: 549.46 (S)FL EX 30" IN: 549.46 (N)RIM: 564.00DIVERSION STRUCTURE 48"-RS-FRP @ 0.28% SLOPE FL 48" OUT: 546.48 (E)FL 48" IN: 546.68 (SW)STA 4+00.25RIM: 563.24SSMH 2 48"-RS-FRP @ 0.28% SLOPE FL 48" OUT: 547.42 (NE)FL 48" IN: 547.62 (SW)STA 1+35.06RIM: 562.09SSMH 1FL 547.72FL 547.24FL 546.96FL 546.59FL 546.20STA 0+00.00
FL 548.00 @
DIVERSION STRUCTURE WALL
500 LF 48" FIBERGLASS REINFORCED PIPE (ASTM D3262) BY OPEN CUT
EX 30" SS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-HC-07
HICKORY CREEK DETENTION
FACILITY
CIVIL
48-in GRAVITY DIVERSION PIPELINE
PLAN AND PROFILE I
J. LONDON
NOTES:
1.CONTRACTOR SHALL LIMIT TREE REMOVAL WITHIN
ENVIRONMENTALLY SENSITIVE AREAS.
CONTRACTOR SHALL FIELD VERIFY EXTENT OF
TREE REMOVAL REQUIRED. CONTRACTOR SHALL
MARK TREES FOR REMOVAL AND NOTIFY OWNER.
OWNER WILL PROVIDE APPROVAL FOR TREE
REMOVAL. CONTRACTOR SHALL REMOVE AND
DISPOSE OF TREES AND REFUSE AT NO
ADDITIONAL COST TO THE OWNER.
2.CONTRACTOR SHALL FIELD VERIFY MATERIAL OF
THE EXISTING 30-INCH SANITARY SEWER PRIOR
TO CONSTRUCTION OF THE DIVERSION STRUCTURE
AND DEMOLITION OF THE EXISTING PIPE.
REGARDLESS OF THE PIPE MATERIAL, CONTRACTOR
SHALL DEMOLISH THE EXISTING PIPE TO EXTENTS
SHOWN AT NO ADDITIONAL COST TO THE OWNER.
3.CONNECTION TO EXISTING 30-INCH SHALL BE
MADE IN OFF-PEAK HOURS, TIME TO BE
COORDINATED WITH THE OWNER. NO ADDITIONAL
PAYMENT WILL BE MADE FOR BYPASS PUMPING, IF
REQUIRED TO COMPLETE THE CONNECTION.
0
VERTICAL SCALE: 1"=5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'MATCH LINE STA 5+00 SEE DWG C-HC-08LIC NES E D
113114
BRANDT N. MILLER
540
545
550
555
560
565
570
575
580
585
5+00 6+00 7+00 8+00 9+00
EX GROUND
OVER CL OF PIPE
48"-RS-FRP @ 0.28% SLOPE
NEW GRADE
OVER CL OF PIPE
HCPF PUMP STATION
SEE DWG M-HC-06
FL 545.91FL 545.63FL 545.34STA 8+03.21
FL 545.33 @
HCPF PUMP STATION WALL
303 LF 48" FIBERGLASS REINFORCED PIPE (ASTM D3262) BY OPEN CUTFL 546.20EDGE
OF
WATER
APPRO
X
C
L
C
R
E
E
K
APP
R
O
X
C
L
C
R
E
E
K
TOP
O
F
B
A
N
K
TOP
O
F
B
A
N
K
565
562562561559558 563
575574573572571570569568568568
565
570
565 573572571565
568
570572573
574
5
6
8
5
7
1
56
6
568565563566
5
6
4
57
0
40'FLOOD ZONE "AE"
SEE G-C-05 NOTES
FUTURE EQ TANK5745805755
8
0580 ODOR CONTROL
EQUIPMENT PAD
HCPF PUMP STATION
5+00 6+00 7+00 8+00
48"-RS-FRP
12"-PD-PVC
SEE DWG C-HC-10
FOR PLAN & PROFILE
ZONE "X" (SHADED)
SEE G-C-05 NOTES
ELECTRICAL PAD
LIMITS OF
DISTURBANCE, TYP
SEE NOTE 1
VALVE VAULT
BOOSTER PUMP
STATION PAD
PROPOSED EQ TANK
100-YR FLOOD
BFE 572
SEE G-C-05 NOTES
ENVIRONMENTALLY
SENSITIVE AREA 3
SEE G-C-05 NOTES
6"-NPW-PVC
SEE DWG C-HC-11
FOR PLAN & PROFILE
100-YR FLOOD
BFE 571
SEE G-C-05 NOTES
SUMP PUMP MANHOLE
ENVIRONMENTALLY
SENSITIVE AREA 2
SEE G-C-05 NOTES
30'STA 8+03.21
CONNECT TO HCDF
PUMP STATION
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-HC-08
HICKORY CREEK DETENTION
FACILITY
CIVIL
48-in GRAVITY DIVERSION PIPELINE
PLAN AND PROFILE II
J. LONDON
NOTES:
1.CROSSING WATERS OF THE UNITED STATES.
CONTRACTOR SHALL MEET ALL REQUIREMENTS OF
THE NATIONWIDE PERMIT 12.
0
VERTICAL SCALE: 1"=5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'MATCH LINE STA 5+00 SEE DWG C-HC-07LIC NES E D
113114
BRANDT N. MILLER
A
P
P
RO
X
IM
A
T
E
C
E
N
T
E
R
L
I
N
E
O
F
C
R
E
E
K
TO
P
O
F
B
AN
K
562
561
559
5585645655
6
5
5
6
4
56356
3
56
4
562
5615625625625605605590+00 1+00 2+00 3+00 4+0
0
48"-RS-FRP
SEE DWG C-HC-07
FOR PLAN & PROFILE
EX 30"
HICKORY CREEK
INTERCEPTOR
STA 3+91.68
12" 22.5° HORIZ BEND
N: 7109736.00
E: 2381747.6512"-PD-PVC
LIMITS OF
DISTURBANCE, TYP
SEE G-C-05 NOTES20'STA 0+00.00
EX SSMH (5' ∅)
CONNECT TO
N: 7109516.99
E: 2381422.93
FLOOD ZONE "AE"
SEE G-C-05 NOTES
ENVIRONMENTALY
SENSITIVE AREA 2
SEE G-C-05 NOTES
ENVIRONMENTALY
SENSITIVE AREA 1
SEE G-C-05 NOTES
ENVIRONMENTALY
SENSITIVE AREA 3
SEE G-C-05 NOTES
30'535
540
545
550
555
560
565
570
575
580
-0+50 0+00 1+00 2+00 3+00 4+00 4+50
EX GROUND
OVER CL OF PIPE
STA 3+91.6812" 22.5° HORIZ BENDSTA 0+00.00RIM: 563.17FL 12" IN: 552.00 (NE)FL 27" IN: 549.5 +/- (N)FL 30" OUT: 549.5 +/- (S)EX SSMH4' MIN
COVER,
TYP
12"-PD-PVC @ 1.21% SLO
P
E
FL 552.56FL 553.17FL 554.37FL 555.58FL 556.78450 LF 12" PVC (C900 DR 25) BY OPEN CUT FL 557.39EX 30"-RS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-HC-09
HICKORY CREEK DETENTION
FACILITY
CIVIL
12-in GRAVITY RETURN PIPELINE
PLAN AND PROFILE I
J. LONDON
0
VERTICAL SCALE: 1"=5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'MATCH LINE STA 4+50 SEE DWG C-HC-10NOTES:
1.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT
EVERY VERTICAL AND HORIZONTAL BEND. SEE
C-D-01 AND C-D-02 FOR DETAILS.
2.CONNECTION TO EXISTING 30-INCH SHALL BE
MADE IN OFF-PEAK HOURS, TIME TO BE
COORDINATED WITH THE OWNER. NO ADDITIONAL
PAYMENT WILL BE MADE FOR BYPASS PUMPING, IF
REQUIRED TO COMPLETE THE CONNECTION.
LIC NES E D
113114
BRANDT N. MILLER
545
550
555
560
565
570
575
580
585
590
4+50 5+00 6+00 7+00 8+00 9+00 10+00
EX GROUND
OVER CL OF PIPE
NEW GRADE
OVER CL OF PIPE
SEE C-HC-06
FOR CONTNUATION
VALVE VAULT
SEE M-HC-08
STA 5+83.4412" 11.25° HORIZ BEND4' MIN
COVER,
TYP
STA 7+82.9012" 22.5° VERT BENDFL 561.40STA 8+17.4012" 22.5° VERT BENDFL 575.7712"-PD-PVC @ 41.66% SLOPE12"-PD-PVC @ 1.21% SLO
P
E
STA 8+21.90
CONNECT TO PIPING
AT VALVE VAULT
FL 575.25
SEE DWG M-HC-08
FL 557.99FL 559.20FL 560.40FL 568.53367 LF 12" PVC (C900 DR 25) BY OPEN CUTFL 557.39EDGE
OF
WATER
APPRO
X
C
L
C
R
E
E
K
APP
R
O
X
CL
C
RE
E
K
TOP
O
F
B
A
N
K
TOP
O
F
B
A
N
K565
562562561559558 563
575574573572571570569568568568
565
570
565
572573572571565
568
570
572
573
574
5
6
8
5
7
1
56
6
568565563566
5
6
4
57
0 574580575 5
8
0580STA 5+83.44
N: 7109774.23
E: 2381935.56
12" 11.25° HORIZ BEND
5+00
6+00 7+00 8+00
48"-RS-FRP
SEE DWG C-HC-08
FOR PLAN & PROFILE
12" - PD - PVC
LIMITS OF
DISTURBANCE, TYP
PROPOSED EQ TANK
SEE NOTE 1
STA 8+27.40
N: 7109774.23
E: 2382179.52
SEE M-HC-08
VALVE VAULT
ODOR CONTROL
EQUIPMENT PAD
HCDF PUMP STATION
ELECTRICAL PAD
BOOSTER PUMP
STATION PAD
PROPOSED EQ TANK
FLOOD ZONE "AE"
SEE G-C-05 NOTES
ZONE "X" (SHADED)
SEE G-C-05 NOTES
100-YR FLOOD
BFE 572
SEE G-C-05 NOTES
ENVIRONMENTALLY
SENSITIVE AREA 3
SEE G-C-05 NOTES
6"-NPW-PVC
SEE DWG C-HC-11
FOR PLAN & PROFILE
100-YR FLOOD
BFE 571
SEE G-C-05 NOTES
SUMP PUMP MANHOLE
ENVIRONMENTALLY
SENSITIVE AREA 2
SEE G-C-05 NOTES 30'STA 5+83.44
N: 7109774.23
E: 2381935.56
12" 11.25° HORIZ BENDSTA 5+83.44
N: 7109774.23
E: 2381935.56
12" 11.25° HORIZ BENDSTA 5+83.44
N: 7109774.23
E: 2381935.56
12" 11.25° HORIZ BENDSTA 5+83.44
N: 7109774.23
E: 2381935.56
12" 11.25° HORIZ BENDSTA 5+83.44
N: 7109774.23
E: 2381935.56
12" 11.25° HORIZ BEND
STA 8+21.90
CONNECT TO
VALVE VAULT
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-HC-10
HICKORY CREEK DETENTION
FACILITY
CIVIL
12-in GRAVITY RETURN PIPELINE
PLAN AND PROFILE II
J. LONDON
0
VERTICAL SCALE: 1"=5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'MATCH LINE STA 4+50 SEE DWG C-HC-09NOTES:
1.CROSSING WATERS OF THE UNITED STATES.
CONTRACTOR SHALL MEET ALL REQUIREMENTS OF
THE NATIONWIDE PERMIT 12.
2.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT
EVERY VERTICAL AND HORIZONTAL BEND. SEE
C-D-01 AND C-D-02 FOR DETAILS.
LIC NES E D
113114
BRANDT N. MILLER
5
9
8
596
597
585590598574580 5905
8
0580
5800+00
1+00
2+00 3+00 4+00
8"-PW-PVC
CONNECT 6"-NPW-PVC
TO 6" TEE,
SEE DWG M-HC-06
24"-PD-PVC
STA 0+68.68
6" 11.25° HORIZ BEND
N 7109689.46
E 2382260.23
FUTURE EQ TANK
PUMP STATION
LIMITS OF
DISTURBANCE, TYP 30'VALVE VAULT
BOOSTER PUMP
STATION PAD
PROPOSED EQ TANK
30'6"-NPW-PVC
STA 2+86.29
AIR & VACUUM RELEASE
VALVE - TYPE 2
N 7109703.77
E 2382476.84
STA 1+71.21
6" 11.25° HORIZ BEND
N 7109703.77
E 2382361.75
STA 1+92.61
8"X6" REDUCER
N 7109703.77
E 2382383.16 598597598600595598 592592593594595596597588591590595
5905925915955925965975995955955935945
9
6 591590589FL
=
5
8
8
.
3
8
FL
=
5
8
7
.
7
0
4
+
0
0
5+00 6+00
7+00
8"
-
P
W
-
P
V
C
STA 4+55.26
8" 22.5° HORIZ BEND
N 7109705.50
E 2382645.58
STA 4+48.54
8" 11.25° HORIZ BEND
N 7109703.77
E 2382639.08 STA 6+42.25
8" 45° HORIZ BEND
N 7109812.74
E 2382798.76
STA 6+67.76
8" 11.25° HORIZ BEND
N 7109808.31
E 2382823.88
STA 6+73.23
8" 45° HORIZ BEND
N 7109808.47
E 2382829.34
BORE PIT
SEE NOTE 1
BORE PIT
SEE NOTE 1
SEE NOTE 2
75'±50'±
KANSAS CITY SOUTHERN (KCS)
RAILWAY PROPERTY BOUNDARY
8"-PW-PVC
SEE NOTE 230'30'LIMITS OF
DISTURBANCE, TYP 30'30'30'30'STA 6+52.51
AIR & VACUUM RELEASE
VALVE - TYPE 2
N 7109810.96
E 2382808.86
STA 2+86.29
AIR & VACUUM RELEASE
VALVE - TYPE 2
N 7109703.77
E 2382476.84
EXISTING KCS RAILROAD
8"-PW-PVC IN
16"-24" STEEL
CASING
SEE DETAIL U208A30'565
570
575
580
585
590
595
600
605
610
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+25STA 4+48.548" 11.25° HORIZ BEND36" MIN
STA 4+55.268" 22.5° HORIZ BENDSTA 6+42.258" 45° HORIZ BENDSTA 6+67.768" 11.25° HORIZ BENDSTA 6+73.238" 45° HORIZ BENDEX GROUND
OVER CL OF PIPE
4' MIN
COVER,
TYP
NEW GRADE
OVER CL OF PIPE
STA 2+85.298" 11.25° VERT BENDSTA 6+47.258" 45° VERT BENDSTA 1+97.56
8" 11.25° VERT BEND
STA 4+69BEGIN CASING, INV 582.4818" MIN
STA 1+92.61
8"X6" ECCENTRIC REDUCER
24"-PD-PVC CL NEW SWALE193 LF 6" PVC (C900 DR 18) BY OPEN CUT FL 574.23FL 574.45STA 2+86.29AIR & VACUUM RELEASEVALVE - TYPE 2STA 6+29END CASING, INV 583.28STA 6+52.51AIR & VACUUM RELEASEVALVE - TYPE 2STA 6+51.518" 45° VERT BENDFL 592.22FL 591.69FL 583.80FL 588.89276 LF 8" PVC (C900 DR 18) BY OPEN CUT 160 LF 8" PVC (C900 DR 18) BY OTHER THAN OPEN CUT
96 LF 8" PVC (C900 DR18)
BY OPEN CUT
STA 1+71.21
6" 11.25° HORIZ BEND
STA 0+68.68
6" 11.25° HORIZ BEND
6"-NPW-PVC
8"-PW-PVC
8"-PW-PVC
8"-PW-PVCCONNECT TO 6" TEE
FL EL 574.50
BORE PIT
CASING @ 0.5% SLOPE
FL 574.40FL 582.90FL 583.308"-PW-PVC
STA 4+00.208" 22.5° VERT BENDSTA 4+21.708" 22.5° VERT BENDFL 584.03FL 588.34BORE PIT
11'-9"±EX 12"
CMP
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-HC-11
HICKORY CREEK DETENTION
FACILITY
CIVIL
6-in & 8-in WATER SUPPLY PIPELINE
PLAN AND PROFILE I
J. LONDON
NOTES:
1.BORE PIT DIMENSIONS TO BE DETERMINED BY
CONTRACTOR.
2.CONTRACTOR SHALL ROUTE WATER PIPELINE TO
MINIMIZE NEED TO REMOVE TREES. CONTRACTOR
SHALL MARK TREES FOR REMOVAL AND NOTIFY
OWNER. OWNER WILL PROVIDE APPROVAL FOR
TREE REMOVAL.
3.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT
EVERY VERTICAL AND HORIZONTAL BEND. SEE
C-D-01 AND C-D-02 FOR DETAILS.
0
VERTICAL SCALE: 1"=5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'MATCH LINE STA 4+00MATCH LINE STA 4+00MATCH LINE STA 7+25 SEE DWG C-HC-12LIC NES E D
113114
BRANDT N. MILLER
5965975985996006005998"-PW-PVC
8+00 9+00 10+00 11+0011+50
STA 10+96.19
8" 45° HORIZ BEND
N 7110116.21
E 2383119.51
STA 11+44.53
8" GATE VALVE & BOX
N 7110164.55
E 2383119.12
(SEE DETAIL W601)
CONNECT
TO EX 8" PW
SEE NOTE 1
CONCRETE PAVEMENT REPAIR PER CITY
STANDARDS. LIMITS INDICATED ARE
APPROXIMATE. CONTRACTOR TO VERIFY
ACTUAL LIMITS OF REPAIR. COST
SUBSIDIARY TO PIPE INSTALLATION.
LIMITS OF
DISTURBANCE, TYP 15'15'1
5
'
1
5
'
CREE
K
BE
N
D
D
R
REPLACE
GUARDRAIL
SEE NOTE 4
565
570
575
580
585
590
595
600
605
610
7+25 8+00 9+00 10+00 11+00 12+00
CONNECT
TO EX 8" PW
SEE NOTE 2
STA 10+96.198" 45° HORIZ BENDSTA 11+44.538" GATE VALVE & BOX4' MIN
COVER,
TYP
FL 590.04FL 591.19FL 592.34FL 593.518"-PW-PVC
425 LF 8" PVC (C900 DR 18) BY OPEN CUT FL 594.06±EX GROUND
OVER CL OF PIPE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-HC-12
HICKORY CREEK DETENTION
FACILITY
CIVIL
8-in WATER SUPPLY PIPELINE
PLAN AND PROFILE II
J. LONDON
0
VERTICAL SCALE: 1"=5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'MATCH LINE STA 7+25 SEE DWG C-HC-11NOTES:
1.CONTRACTOR SHALL ROUTE WATER PIPELINE TO
MINIMIZE NEED TO REMOVE TREES. CONTRACTOR
SHALL MARK TREES FOR REMOVAL AND NOTIFY
OWNER. OWNER WILL PROVIDE APPROVAL FOR
TREE REMOVAL. NO ADDITIONAL PAYMENT WILL BE
MADE FOR TREE REMOVAL.
2.CONTRACTOR SHALL VERIFY FLOW LINE OF
EXISTING 8" PW AT CONNECTION LOCATION.
3.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT
EVERY VERTICAL AND HORIZONTAL BEND. SEE
C-D-01 AND C-D-02 FOR DETAILS.
4.CONTRACTOR SHALL TEMPORARILY REMOVE
EXISTING GUARDRAIL AS REQUIRED FOR
CONSTRUCTION, REINSTALL UPON COMPLETION,
AND, IF DAMAGED, REPLACE EXISTING GUARD
RAIL TO MATCH EXISTING AT NO ADDITIONAL
COST TO THE OWNER.
5.CONCRETE REMOVAL AND REPLACEMENT SHALL BE
FULL PANEL PER CITY OF DENTON STANDARDS.
LIC NES E D
113114
BRANDT N. MILLER
EL 551.50
EL 552.00
EL 564.00
EL 547.00
EL 549.46,
EL 548.00
F. POWELL
K. GRISSOM
S-HC-01
HICKORY CREEK DETENTION
FACILITY
STRUCTURAL
DIVERSION STRUCTURE - PLANS
AND SECTION
C. PHILLIPS
NOTES:
1.MATCH CONCRETE FILL ELEVATION TO EXISTING
PIPE INVERT.
2.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
SUPPORT AND WATERTIGHTNESS OF THE EXISTING
PIPELINE UNTIL THE DIVERSION STRUCTURE
CONCRETE HAS OBTAINED DESIGN STRENGTH AND
THE PIPE IS CUT WITHIN THE DIVERSION
STRUCTURE.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
BOTTOM PLAN
1/2" = 1'-0"
SECTION
S-HC-01
A
1/2" = 1'-0"
S-HC-01
A
S-HC-01
A8'-4"6'-0"x EL 549.46 x EL 549.46 x EL 548.00
CLASS B CONC FILL, TYP
TOP PLAN
1/2" = 1'-0"8'-4"14'-10"
4'-6"12"3'-0"12"3'-0"
32"Ø MH COVER, SEE
DWG C-D-01, TYP
6" CONC MUD SLAB
SUBGRADE COMPACTED
PER SPECIFICATIONS
32"Ø MH COVER, TYP
4"16"8"PLANT NORTHPLANT NORTHCLASS B CONC
FILL, TYP
14"
12"14"12"14"
12"14"12"12"#6@8" EF,
EW, TYP
#6DWLS @8"
EF, TYP
#5@8"
EF, EW
#5 DWLS
@8" EF
#6@8"
EF, EW
#5@8" EW,
T&B, TYP
S-HC-01
A
14'-10"
2'-8"2'-11"
S-HC-01
A
x EL 564.00
8"2"#6@8"
EW, T&B2'-9"1517405
V-NOTCH EFFLUENT
WEIR PLATE
SEE NOTE 1
14"
12"
6"60°2'-4"2'-2"GOOSENECK VENT, SEE
DETAIL 2/M-D-10
EXPANDING
RUBBER WS ALL
AROUND EX PIPE,
SEE NOTE 2, TYP
DUCT PENETRATION,
SEE DETAIL 1589211
LIC NES E D
109383
FREDRICK P. POWELL
F. POWELL
K. GRISSOM
S-HC-02
HICKORY CREEK DETENTION
FACILITY
STRUCTURAL
STORAGE TANK - PILE PLAN AND
DETAIL
C. PHILLIPSPLANT NORTHNOTES:
1.DRILLED PIERS SHALL BE INSTALLED IN ACCORDANCE
WITH SPECIFICATION 02371. SEE DRILLED PIER NOTES
ON DRAWING G-S-07.
2.DRILLED PIERS SHALL HAVE A MINIMUM ALLOWABLE
BEARING CAPACITY OF 525 K, A MINIMUM ALLOWABLE
TENSILE CAPACITY OF 360 K, AND A MINIMUM
ALLOWABLE LATERAL CAPACITY OF 10 K.
3.IF LIMITS OF THE PUMP STATION AND PIPING
EXCAVATION WITHIN UNWEATHERED GRAY MARL EXTEND
LATERALLY WITHIN TEN FEET OF A DRILLED PIER,
CONTRACTOR SHALL PROVIDE REVISED REQUIRED DEPTH
OF DRILLED PIER SOCKET FOR EACH AFFECTED PIER
SIGNED AND SEALED BY A GEOTECHNICAL
PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN
THE STATE OF TEXAS. REVISED REQUIRED ROCK SOCKET
DEPTH SHALL PROVIDE ALLOWABLE TENSILE AND
COMPRESSIVE CAPACITIES AS SHOWN ON DRAWINGS.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
PILE PLAN
3/32" = 1'-0"
S-HC-04
B
S-HC-04
B
36"Ø DRILLED PIER,
SEE DETAIL 1, TYP
15°TYPCL TANKCL TANK
EDGE OF FND ABOVER67'-7"14'-0"
TYP
14'-0"
TYP
12'-6"TYP14'-0"TYP14'-0"TYP7'-0"TYP12'-6"
TYP
5'-0"TYP4'-6"MINTEMPORARY OUTER
STEEL CASING
#4 TIES @12"
FND SLAB, REINFORCING
BY TANK MFR NOT SHOWN
#8 DWLS, TYP
3"4"TOP OF ROCK VARIES
ROCK SOCKET = 12'-0" MIN(SEE NOTE 3)DETAIL 1
S-HC-021/2" = 1'-0"
1
S-HC-02
TYP
SECTION A-A
1/S-HC-02
A A 18" R#4 CLOSED
TIES
14-#8 DWLS
12" MIN CONC
ENCASEMENT, TYP
EL 560.00±5°10°30°DARK GREY
WEATHERED MARL
DARK GREY
UNWEATHERED MARL
12'-6"
TYP
10'-0"
TYP
7'-0"
TYP
10'-0"TYP12'-0"TYP12'-6"TYP17'-0"
TYP
9'-6"
TYP
9'-6"TYP1
2
3
4
5
6
77
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26 27
28 29 30 31 32
33 34 35 36 37 38
39 40
41 42 43 44 45 46
47 48
49 150
51 52 53 54 55 56
57
58
59
60 61 62 63 64 65
66 67
68
70 71 72 73 74 75
69
76 77
78 79 80 81 82 83
84 85 86 87 88
89 90 9'-6"TYPNOTE: TEMPORARY OUTER
STEEL CASING NOT SHOWNLAP 1'-8"6" HIGH CONC BLOCK
OR CYLINDER, TYP
DRILLED PIER
LIC NES E D
109383
FREDRICK P. POWELL
F. POWELL
K. GRISSOM
S-HC-03
HICKORY CREEK DETENTION
FACILITY
STRUCTURAL
STORAGE TANK - PLANS
C. PHILLIPSPLANT NORTHNOTES:
1.STORAGE TANK SHALL BE A PRESTRESSED CONCRETE TANK IN ACCORDANCE WITH
SPECIFICATION SECTION 13205. MANUFACTURER OF PRESTRESSED CONCRETE TANK SHALL
BE RESPONSIBLE FOR THE FOUNDATION SLAB, TANK WALLS, DOME ROOF, AND ASSOCIATED
APPURTENANCES. SEE MECHANICAL DRAWINGS FOR PIPE SUPPORTS AND OTHER
REQUIREMENTS. THE TANK SHALL BE SUPPORTED ON A DRILLED PIER FOUNDATION SHOWN
ON DRAWING S-HC-02. THE TANK MANUFACTURER SHALL DESIGN THE FOUNDATION SLAB TO
BE FULLY SUPPORTED BY THE DRILLED PIERS. SLAB DESIGN AND CONSTRUCTION SHALL
ACCOMMODATE 16 INCH THICKNESS OF CARDBOARD VOID BOXES PLACED BETWEEN THE
PIERS AS SHOWN ON DRAWINGS TO ACCOMMODATE SOIL EXPANSION. THE TANK
MANUFACTURER SHALL BE RESPONSIBLE FOR PROVIDING AND PROTECTION OF THE VOID
BOXES DURING CONSTRUCTION.
2.ALUMINUM HANDRAIL, LADDER, DOME SAFETY LIFELINE SYSTEM, MANWAY, ACCESS DOOR
AND SERVICE HATCH SHALL BE DESIGNED AND PROVIDED BY THE MANUFACTURER OF THE
PRESTRESSED CONCRETE TANK IN ACCORDANCE WITH SPECIFICATION 13205. HANDRAIL,
LADDER AND ACCESS DOOR SHALL COMPLY WITH SPECIFICATION SECTIONS 05520 AND
05531 AND STANDARD DETAILS. LADDER SHALL BE PROVIDED WITH A STAINLESS STEEL FALL
PREVENTION SYSTEM.
3.EMBEDDED PLATES, STUDS, AND ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
BOTTOM PLAN
3/32" = 1'-0"
TOP PLAN
3/32" = 1'-0"
PENETRATION FOR 30" DIP DRAIN
S-HC-04
B
S-HC-04
B
4'-0"
AL LADDER WITH FALL
PREVENTION SYSTEM
BY TANK MFR
AL LADDER BY
TANK MFR
12" MIN CONC ENCASEMENT, TYP
CONC SLAB HPT 582.00
CONC SLAB LPT 580.00
WASHDOWN NOZZLE OPNG,
SEE MECH DWGS, TYP 40'
-0
"
R68'-3" IRPLANT NORTHSLOP
E
SLOPE
CL TANK
CL TANKCL TANK
CL TANK3'-10"4'-0"5°DOME SAFETY LIFELINE
SYSTEM, TYP
24'
-3
"
S-HC-04
B S-HC-04
B 68'-8" RHANDRAIL GATE
BY TANK MFR
18"Ø FA
AL HANDRAIL BY
TANK MFR, TYP
AL ACCESS HATCH
AND CONC CURB BY
TANK MFR
TANK VENT, SEE
MECH DWGS, TYP
SST MANWAY,
3'-0" ABOVE FFL
BY MANF 5°5°10'x10' SERVICE
HATCH WITH AL
COVER BY TANK MFR
LIC NES E D
109383
FREDRICK P. POWELL
EL 614.92
EL 582.00
TOP OF DOME
EL 629.23, SEE NOTE 2
F. POWELL
K. GRISSOM
S-HC-04
HICKORY CREEK DETENTION
FACILITY
STRUCTURAL
STORAGE TANK - SECTION
C. PHILLIPS
NOTES:
1.SEE NOTES ON S-HC-03.
2.TOP OF DOME AND ALL TANK APPURTENANCES SHALL
NOT EXCEED ELEVATION 630.0.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
SECTION
S-HC-02
B
3/16" = 1'-0"
AL HANDRAIL
BY TANK MFR
12" MIN CONC ENCASEMENT
LPT EL 580.00
12" MIN CONC ENCASEMENT
36"Ø DRILLED PIER, TYP
AL LADDER WITH FALL
PREVENTION SYSTEM
BY TANK MFR
PRECAST CONC TANK
TURN DOWN SLAB AT
PERIMETER TO 12" MIN
BELOW GRADE
SLOPE SLOPE
6" CONC MUD SLAB
VOID BOXES, 16"
TOTAL THICKNESS
POLYETHYLENE BETWEEN VOID
BOX AND CONC LAP EDGES 6"
PIPE SUPPORT BY
TANK MFR, TYP
AL ACCESS HATCH
BY TANK MFR
12"CAST-IN-PLACE CONC
FND BY TANK MFR
TANK VENT
BY TANK MFR
FIBERGLASS INTERIOR
LADDER WITH FALL
PREVENTION SYSTEM
AND EXTENDABLE POST
BY TANK MFR
LIC NES E D
109383
FREDRICK P. POWELL
EL 580.50
F. POWELL
K. GRISSOM
S-HC-05
HICKORY CREEK DETENTION
FACILITY
STRUCTURAL
ODOR CONTROL TREATMENT SYSTEM
- PLAN, SECTION, AND DETAILS
C. PHILLIPS
NOTES:
1. INDICATES LOCATION FOR VERTICAL BRACING.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
TYP0331600
EQPT PAD
2'-0"
TYP
18"
TYP
TYP0331600
EQPT PAD
PLAN
3/8" = 1'-0"
S-HC-05
C
SECTION
S-HC-05
C
3/8" = 1'-0"PLANT NORTHHPT EL 580.50
DETAIL 3
S-HC-05NTS
DETAIL 2
S-HC-05NTS 1"NON-SHRINKGROUTDUCT OD
120°
FRP DUCT, SEE
MECH DWGS
SADDLE ASSEMBLY,
SEE DETAIL 1589204
EL VARIES
C8X11.5
HSS 5X5X3/8
1/4"Ø WEEP HOLE, TYP
EXIST CONC SLAB "L"1/4TYP
SUPPORT FOR 12" TO 36" FA
DUCT ON STANCHION
NOTE:
1.GALVANIZE PIPE SUPPORT MEMBERS,
CONNECTING ELEMENTS AND SADDLE ASSEMBLY
PL 1/2"
2"4"
12"
4"2"4"4"12"HSS
PL 3/8 STIFFENER, TYP
4-3/4"Ø ADHESIVE
ANCHORS
PROVIDE HOLE
FOR GALV
1/4
1/4TYP
BASE PL 8"BASE PL
PL 5/8"
x EL 580.50 12'-0"1" EXP JTMATL & SEALANT18'-0"
4'-2"11'-4"2'-6"
BOOSTER PUMP
ODOR CONTROL
SELECT FILL
12"CHICO STONE
ON-SITE CLAY, SEE
NOTE F-11/G-S-07
#6@8"
EW, T&B
#6@8"
EW, T&B12"18"1" EXP JT MATL
AND SEALANT
RECONSTRUCTED-PREPARED
SUBGRADE, SEE NOTES ON G-S-07
1" EXP JT
20'-0"4'-2"5'-0"10'-10"4'-6"
9"3'-0"9"12"3'-0"12"L3-1/2x3-1/2x3/8"
BRACE, TYP
HSS5x5x3/8, TYP
HSS 3x3x3/8", TYP
FOR CONNECTION,
SEE DTL 2/S-HC-05
FOR CONNECTION,
SEE DTL 2/S-HC-05,
W/ GAP AT STRAP
WP
WP, TYP
1 1/2"TYP3"TYP1 1/2"TYPCL PIPE, SEE
MECH DWGS
PL 3/8", TYP
2-5/8"Ø A325
BOLTS, TYP
6"BASE CONNECTION
SEE DTL 3/S-HC-05,
TYP
EL 589.83
EL 585.17
SECTION
S-HC-05
K
3/4" = 1'-0"
S-HC-05
K
1/4 TYP1/4
1/4TYP
18"Ø FA
0331600
EQPT PAD
#6@8" TYP
ADDL #4 BAR
CONT AROUND
PERIMETER
3/16TYP3/16
1"NON-SHRINKGROUTDUCT OD
120°
FRP DUCT, SEE
MECH DWGS
SADDLE ASSEMBLY,
SEE STD DET 1589202
EL VARIES
C6X10.5
HSS 3X3X1/4
1/4"Ø WEEP
HOLE, TYP
EXIST CONC SLAB "L"1/4TYP
SUPPORT FOR 4" TO 12" FA
DUCT ON STANCHION
NOTE:
1.GALVANIZE PIPE SUPPORT MEMBERS,
CONNECTING ELEMENTS AND SADDLE ASSEMBLY
PL 3/8"
1 1/2"3"
9"
3"1 1/2"3"3"9"PL 3/8 STIFFENER,
TYP
4-5/8"Ø ADHESIVE
ANCHORS
PROVIDE HOLE
FOR GALV
3/16
3/16TYP
BASE PL 8"BASE PL
PL 5/8"
12'-3"12'-0"1" EXP JTMATL & SEALANTSUBGRADE COMPACTED
PER SPECIFICAITONS
1" EXP JT MATL & SEALANT,
SEE MECH DWGS FOR PIPE
PUMP STATION, SEE DWG S-HC-06
ADDL #5 BAR T&B,
5'-0" LG, TYP
PUMP STA SEE
DWG S-HC-07
LPT EL 580.46
LPT EL 580.32
HPT EL 580.50
EL 580.42
LIC NES E D
109383
FREDRICK P. POWELL
F. POWELL
K. GRISSOM
S-HC-06
HICKORY CREEK DETENTION
FACILITY
STRUCTURAL
PUMP STATION - PLANS
C. PHILLIPS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
S-HC-07
D
S-HC-07
D
TOP PLAN
1/4" = 1'-0"PLANT NORTHPLANT NORTHS-HC-07
D
BOTTOM PLAN
1/4" = 1'-0"SLOPESLOPETOW 549.92
FILL HPT 544.58
FILL 539.58, TYP 5'-3"22'-8"20'-8"26'-4"18"18"
3'-8"19'-0"3'-8"25'-0"18"18"3'-8"17'-8"3'-8"5'-0"8'-0"10'-3"30'-3"
4'-0"
TYP
S-HC-07
H
TYP4'-11"1" EXP JT MATL& SEALANTINTERMEDIATE PLAN
1/4" = 1'-0"
19'-0"
FILL HPT 539.58SLOPESLOPETYP 2'-6"2'-6"
24'-0"17'-8"2'-6"2'-6"22'-8"11'-2"12"5'-6"18"12"
TYP
3'-4"
TYP
10"
TYP
3'-11"
TYPPLANT NORTHEL 553.00SLOPE2'-6"x EL 538.25
S-HC-07
D
S-HC-07
D
FILL EL 542.58
8"MONORAIL SUPPORT
FRAME COL BY
MANF, TYP5'-6"22"19'-5"9"9"7'-2"12'-0"9"6'-0" MONORAIL
HOOK EXTENTS
S-HC-07
D
22'-0"
CORBEL EXTENTS
3'-0"
S-HC-07
J
18"
TYP
18"TYPAL ACCESS
DOOR, TYP
CHECKERED
PL, TYP
MONORAIL HOOK
EXTENTS2'-0"2'-0"
TYP
5'-0"
TYP
8"
TYP
3'-5"
TYP
8", TYP 8", TYP
ODOR CONTROL, SEE DWG S-HC-05
SLOPESLOPE
LPT EL 580.32 HPT EL 580.50 EL 580.42
TYP
CRADLE PIPE SUPPORT
0331601
LPT EL 580.32
HPT EL
580.50
EL 580.42
SLOPESLOPE
PIPE PENETRATION
(PIPE DIA + 1")
1/4" AL CHECKERED PL
AL ACCESS DOOR
C8X5.82 AL
C8X5.82 ALC8X5.82 ALI10X10.3 AL
9"2'-6"9"15"23"2"
TYP
2"TYPTYP
AL FRAMING CONNECTION
0513100
TYP
AL BEAM TO CONC
CONNECTION
0513000
4
S-HC-06
DETAIL 4
S-HC-063/4" = 1'-0"
TYPPLANT NORTHCONC PIER SUPPORT
0331600
DETAIL 5
S-HC-071 1/2" = 1'-0"
I10 AL
L3X3X1/4 AL EMBED
(4 SIDES)
AL ACCESS DOOR
1"X1/4"X4" ANCHOR LUG @16"
OC, MIN TWO EACH SIDE
AL CHECKERED PL DRILL AND TAP FOR 3/8"ØX5/8"
LG SST FLAT HEAD MACHINE
SCREW @12", TYP ALL SIDES
C8 AL
3/8"Ø SST
COUNTERSUNK NUT
AND BOLT @12"
CONC BEAM
CONC WALL
SPLIT CHECKERED PL JT
W/ JT SEALANT
7
S-HC-07
L3X3X1/4 AL EMBEDDED
ANGLE
2'-0"
ELEC PAD SEE
DWG S-HC-05
S-HC-07
L
S-HC-07
K
DETAIL 8
S-HC-073" = 1'-0"
1/4" AL CHECKERED PL
FLUSH WITH SURFACE
ANCHOR LUG @18" OC
MIN TWO EACH SIDE
EXTRUDED AL FRAME
CONC BEAM, TYP
CONC BEAM
WITHIN SLAB, TYP
1" EXP JT MATL
& SEALANT
TYP
3'-5"LIC NES E D
109383
FREDRICK P. POWELL
EL 568.00
EL 549.92
EL VARIES
EL 569.67
EL 543.46
EL 554.50
EL 538.25
EL 569.67
4"
EL 578.00
EL VARIES
EL 577.92
F. POWELL
K. GRISSOM
S-HC-07
HICKORY CREEK DETENTION
FACILITY
STRUCTURAL
PUMP STATION - SECTIONS,
DETAILS AND BEAM SCHEDULE
C. PHILLIPS
NOTES:
1.MONORAIL SUPPORT FRAME LATERAL LOAD RESISTING SYSTEM SHALL BE DESIGNED IN
ACCORDANCE WITH SPECIFICATION 14600. NO BRACING SHALL BE LOCATED BELOW
ELEVATION 588.17 AND NO BRACING SHALL BE LOCATED ON THE EAST SIDE OF THE
SUPPORT FRAME TO ALLOW PUMP REMOVAL. CALCULATIONS FOR THE MONORAIL AND
SUPPORT FRAME SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER
CURRENTLY REGISTERED IN THE STATE OF TEXAS.
2.EXCAVATION INTO MARL WILL BE NECESSARY FOR CONSTRUCTION OF PUMP STATION.
FOR ILLUSTRATIVE PURPOSES ROCK EXCAVATION IS SHOWN AS A VERTICAL CUT.
CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR DETERMINING MEANS FOR
EXCAVATION AND SUPPORT. CONTRACTOR SHALL SUBMIT PROPOSED MEANS OF
EXCAVATION TO ENGINEER FOR APPROVAL. IF SHORING SYSTEM OR EXCAVATION
SUPPORT SYSTEM IS NECESSARY FOR EXCAVATION, DESIGN OF SYSTEM IS
EXCLUSIVELY THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT
DESIGN DRAWINGS AND STRUCTURAL CALCULATIONS ON ANY EXCAVATION SUPPORT
SYSTEM, BOTH SEALED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN
THE STATE OF TEXAS.
3.FOR CONCRETE BEAMS, SEE STANDARD DETAIL 0331801.
4.MONORAIL SUPPORT FRAME SHALL INCLUDE A 6'-0" SQ HOIST COVER.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
SECTION
S-HC-06
D
1/4" = 1'-0"
SUBGRADE COMPACTED
PER SPECIFICATIONS
1" EXP JT MATL
& SEALANT
2'-0"
TYP
18"
TYP12"18"10°12"SECTION
S-HC-06
H
3/4" = 1'-0"
#4 STIRRUPS @8"
3'-0"
MIN
#5@8"
EW, T&B
#5@8"
EF, EW
#9@8"
EW, T&B
#10@8"
EF, TYP
#9@8" EF,
TYP
#9 DWLS
@8" EF, TYP
#9@8"
EF, TYP
#7@8" EF,
EW, TYP
#8@8" EF, TYP
SELECT FILL
ON-SITE MOISTURE
CONDITIONED
FILL, UNO
#7@8"
EW, T&B
#6@8"
EW, T&B
#6@8" TYP
ON-SITE CLAY, SEE
NOTE F-11/G-S-07
12" MIN CHICO STONE
FILL HPT 539.58
FILL LPT 538.25
FILL HPT 544.58
3'-8"3'-1"4'-9"RECONSTRUCTED-PREPARED
SUBGRADE, SEE NOTES ON G-S-07
MONORAIL SUPPORT
FRAME, SEE NOTE 1
SELECT FILL
ON-SITE MOISTURE
CONDITIONED
FILL, UNO
SECTION
S-HC-06
J
1/2" = 1'-0"303'-1"SEE SECT
D/S-HC-07
FOR REINF
#4@8"
EW
HIGH HOOK
EL 595.50
SEE SECT
D/S-HC-07
FOR REINF 14"12"12"3'-1"11"x1" CONT NEOPRENE
PAD, DUROMETER
HARDNESS = 50 W/ ADH
3-#7 BARS
#7 CONT
ANCHOR BAR#4 TIES @4"
#7@8"
DETAIL 6
S-HC-073/4" = 1'-0"
6
S-HC-07
BB
SECTION B-B
6/S-HC-07
18"12"
2'-6"
#4 TIES @4"
TYP WALL
REINF, TYP
#7@8"
MONORAIL SUPPORT
FRAME BRACING NOT
SHOWN, SEE NOTE 1
AL ACCESS DOOR
AL ACCESS DOOR,
TYP
AL ACCESS
DOOR
5'-0" MIN
TYP
TOP OF ROCK APPROX
EL 560.00, SEE NOTE 2
EXCAVATION SUPPORT
SYSTEM BY CONTRACTOR
IF NECESSARY, SEE NOTE 2
BACKFILL IN CONFINED
AREAS W/ #57 STONE, TYP
AL CHECKERED PL
I10X10.3
FILL EL 538.92
6" CONC MUD SLAB
ODOR CONTROL, SEE
DWG S-HC-055
S-HC-06
#7@8"
DETAIL 7
S-HC-061" = 1'-0"4"2"#3
#3 ADHESIVE
DWLS @8"
2"
TYP
#3@8"
EW 4"ANCHOR LUG@16" OC,
MIN TWO EACH SIDE,
TYP
DRILL AND TAP FOR 3/8"ØX5/8"
LG SST FLAT HEAD MACHINE
SCREW @12", TYP ALL SIDES
L3X3X1/4 AL EMBEDDED
ANGLE, TYP
SKIN REINF, SEE
STD DET 0331801
2"
A
A
SECTION A-A
7/S-HC-07
#3 ADHESIVE
DWL
#3
ROUGHEN SLAB TO
1/4" AMPLITUDE
AND APPLY EPOXY
BONDING AGENT
24"8"TYP8"TYP8"TYPSECTION
S-HC-06
K
1/2" = 1'-0"
SECTION
S-HC-06
L
1/2" = 1'-0"
#4@8"
EW
#7@8"
EW
CONC BEAM, SEE SECT
H/S-HC-07 FOR REINF
SEE SECT
D/S-HC-07
FOR REINF
#4@8"
EW, TYP
2'-5"6"12"
TYP
SEE SECT
D/S-HC-07
FOR REINF
SEE SECT D/S-HC-07
FOR REINF
CHECKERED PL
3/8" AL, TYP
SEE SECT
D/S-HC-07
FOR REINF
8
S-HC-06
2" SEAT 20"#3 STIRRUPS @8"
2-#8 BARS, T&B
12"2'-6"CONC BEAM
TYP
EL 580.42
2X3-#8 BARS T&B
CONC FILL
6'-0" SQ*HOIST COVER BY
MANF, SEE NOTE 4
LIC NES E D
109383
FREDRICK P. POWELL
EL VARIES
EL 582.67
EL 580.17
F. POWELL
K. GRISSOM
S-HC-08
HICKORY CREEK DETENTION
FACILITY
STRUCTURAL
VALVE VAULT AND ELECTRICAL
CANOPY - PLANS AND SECTIONS
C. PHILLIPS
NOTES:
1.ELECTRICAL EQUIPMENT CANOPY TO BE EXTRUDED
ALUMINUM (6063 T-6) CANOPY WITH A CLEAR
ANONDIZED FINISH AS MANUFACTURED BY DITTMER
ARCHITECTURAL ALUMINUM OR EQUAL. SYSTEM
SHALL CONSIST OF HELIC-ARC WELDED ONE-PIECE
RIGID STRUCTURAL BENTS WITH BASE PLATES,
BEAMS, DECKING, FASCIA, ACCESSORIES AND
HARDWARE TO PROVIDE A COMPLETE SYSTEM.
WATER SHALL DRAIN THROUGH COLUMNS AND OUT
WEEPS. CANOPY STRUCTURE SHALL BE DESIGNED IN
ACCORDANCE WITH THE STATE OF TEXAS BUILDING
CODE AND WITH LOADS SHOWN ON G-S-06. CANOPY
TO BE DESIGNED FOR THERMAL EXPANSION AND
CONTRACTION. INSTALL CANOPY IN STRICT
ACCORDANCE WITH THE MANUFACTURERS WRITTEN
INSTRUCTIONS AND RECOMMENDATIONS.
COORDINATE CANOPY DIMENSIONS WITH
ELECTRICAL EQUIPMENT MANUFACTURER.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
BOTTOM PLAN
1/2" = 1'-0"
S-HC-08
F
S-HC-08
F
SECTION
S-HC-08
F
1/2" = 1'-0"12"9'-0"11'-0"
9'-0"7'-0"12" CHICO STONE
SUBGRADE COMPACTED
PER SPECIFICATIONS12"PLANT NORTH12"12"12"
12"1'-0""
1'-0""12"12"TOP PLAN
1/2" = 1'-0"
S-HC-08
FPLANT NORTH2'-6"
11'-0"
2'-7"2'-6"9'-0"x EL 582.67
8'-9"8'-8"8'-9"12"12"
28'-2" (COORDINATE W/ELEC EQPT MFR)3'-0"3'-3"3'-3"3'-0"12'-6"ELEC EQPT CANOPY
ABOVE, SEE NOTE 1PLANT NORTHSECTION
S-HC-08
G
1/2" = 1'-0"
S-HC-08
G
S-HC-08
G 14"MIN8'-4"ELEC EQPT CANOPY,
SEE NOTE 1
12" CHICO STONE
SUBGRADE COMPACTED
PER SPECIFICATIONS
SLOPE@ 1%SLOPE@ 1%ELECTRICAL CANOPY - PLAN
1/2" = 1'-0"
TYP0245000
CONC WALKWAY
#6@8"
EW, T&B
#5@8" DWLS EF, TYP
#5@8" EF,
EW, TYP
#5@8"
EW, T&B
RECONSTRUCTED-PREPARED
SUBGRADE, SEE NOTES ON G-S-07
RECONSTRUCTED-PREPARED
SUBGRADE, SEE NOTES ON G-S-07
ON-SITE CLAY, SEE
NOTE F-11/G-S-07
#5@8"
EW, T&B
AL ACCESS
DOOR, TYP
AL ACCESS DOOR
2'-6"3'-0"S-HC-08
F
1'-6"
x HPT EL 573.67
0551500
AL LADDER
0551500
AL LADDER
2'-5"
TYP
CRADLE PIPE SUPPORT
0331601
LPT EL 573.57 x
SLOPE
12"3'-6"1/4" GALV PIPE
STRAP 2" WIDE W/
5/8" Ø GALV
ANCHORS, 6" EMBED
LIC NES E D
109383
FREDRICK P. POWELL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-HC-01
HICKORY CREEK DETENTION
FACILITY
MECHANICAL
STORAGE TANK - PLANS
D. NAILORPLANT NORTHTANK CLEANING
MACHINE (TYP OF 3)
TOP PLANBOTTOM PLAN PLANT NORTH12"-PD-PVC
40°
24"-PD-PVC
24" SLEEVE TYPE COUPLING
(PVC x DIP)42.5°4"-NPW-DIP
ACCESS HATCH AND
LADDER SEE
STRUCTURAL SHEETS
36" GREENHECK GRSI
WITH CORROSION
PROTECTION COATING
OR EQUAL
12.5°R40'-0"19'-4"
12" SLEEVE TYPE
COUPLING
6"-NPW-DIP
18"-FA-FRP
65
°
72
°40°
24"-PD-DIP
30"-RS-DIP
30"-RS-PVC
30" SLEEVE TYPE
COUPLING (PVC x DIP)R= 62'-0"
4"-NPW-DIP
1774005
LIT 2400
5'-0"1767003
LSHH 2400
6"x4" RED, TYP
6" 22.5° BEND, TYP
6"-NPW-DIP
6"-NPW-DIP
12'-0"
6" 45° BEND, TYP
4"-NPW-DIP
6" SLEEVE TYPE
COUPLING
FALL PROTECTION (TYP)
SEE STRUCTURAL
SHEETS
PIPE SUPPORT
(TYP) BY TANK
MFR SEE NOTE 1
NOTES:
1.ALL PIPING AND DUCT SUPPORTS ANCHORED TO
THE STORAGE TANK STRUCTURE (DOME, WALLS
AND/OR FOUNDATION SLAB) SHALL BE DESIGNED
AND PROVIDED BY THE MANUFACTURER OF THE
PRE-STRESSED CONCRETE TANK ACCORDANCE
WITH SPECIFICATION SECTION 13205. ALL PIPE
PENETRATIONS THROUGH THE STORAGE TANK
STRUCTURE (DOME, WALL AND/OR FOUNDATION
SLAB) SHALL BE DESIGNED AND PROVIDED BY THE
MANUFACTURER OF THE PRE-STRESSED CONCRETE
TANK IN ACCORDANCE WITH SPECIFICATION
SECTION 13205 AND SHALL BE A FLANGED
CONNECTION.16°LIC NES E D
113114
BRANDT N. MILLER
NOTES:
1.ALL PIPING AND DUCT SUPPORTS ANCHORED TO
THE STORAGE TANK STRUCTURE (DOME, WALLS
AND/OR FOUNDATION SLAB) SHALL BE DESIGNED
AND PROVIDED BY THE MANUFACTURER OF THE
PRE-STRESSED CONCRETE TANK ACCORDANCE
WITH SPECIFICATION SECTION 13205. ALL PIPE
PENETRATIONS THROUGH THE STORAGE TANK
STRUCTURE (DOME, WALL AND/OR FOUNDATION
SLAB) SHALL BE DESIGNED AND PROVIDED BY THE
MANUFACTURER OF THE PRE-STRESSED CONCRETE
TANK IN ACCORDANCE WITH SPECIFICATION
SECTION 13205 AND SHALL BE A FLANGED
CONNECTION.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
R.SHNAYDERMAN
M-HC-02
HICKORY CREEK DETENTION
FACILITY
MECHANICAL
STORAGE TANK - SECTIONS I
D. NAILOR
SECTION
8'-4"
CL EL 621.67
CL 596.00
18"-FA-FRP
SECTION
EL 582.00
CL 576.00
24" SLEEVE TYPE
COUPLING (PVC x DIP)
SEE CIVIL SHEETS
FOR CONTINUATION
2'-0"
EL 614.25
24" FLANGExFLARE
3'-6"
PIPE SUPPORT BY
TANK MFR (TYP)10'-0" MAXEL 615.25
6'-3"
PIPE SUPPORT BY TANK
MFR. (TYP)
30"-RS-DIP
CL 575.00
SEE CIVIL SHEETS
FOR CONTINUATION
PIPE SUPPORT BY TANK
MFR, SEE NOTE 1
PIPE SUPPORTS
BY TANK MFR
PIPE SUPPORTS BY
TANK MFR (TYP)
APPRX GRADE EL 581.00 (VARIES)
SECTION10'-0" MAXAPPRX GRADE EL 581.00 (VARIES)APPRX GRADE EL 581.00 (VARIES)
30" 90° BASE ELBOW
PIPE SUPPORT BY
TANK MFR, SEE NOTE 1
24" FLANGED FLOOR
PENETRATION, SEE
STRUCTURAL DWGS
24"-PD-DIP
SECTION
CL EL 575.00
30" 90° BASE ELBOW
PIPE SUPPORT BY
TANK MFR, SEE NOTE 1
EL 615.25
30"-RS-DIP
1'-8"10'-0" MAX18" FLANGED DOME
PENETRATION BY
TANK MFR
EL 582.00 EL 582.00
30"-RS-DIP
30" SLEEVE TYPE
COUPLING (PVC x DIP)
30"-RS-PVC
CONCRETE
ENCASEMENT SEE
STRUCTURAL SHEETS
24"-PD-PVC CONCRETE
ENCASEMENT SEE
STRUCTURAL SHEETS24"-PD-DIP
2'-0"
SEE CIVIL SHEETS
FOR CONTINUATION
30" 90° BEND
30" FLANGED FLOOR
PENETRATION, SEE
STRUCTURAL SHEETS
8" MINEL 614.25 30" 90° BEND
30" TEE
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
R.SHNAYDERMAN
M-HC-03
HICKORY CREEK DETENTION
FACILITY
MECHANICAL
STORAGE TANK - SECTIONS II
D. NAILOR
CL 576.30
EL 582.00
APPRX GRADE EL 581.00 (VARIES)
12" SLEEVE TYPE COUPLING
(PVC x DIP)
SEE CIVIL SHEET FOR
CONTINUATION
2'-0"
12"-PD-PVC
CL 576.50
FLOOR PENETRATION
SEE STRUCTURAL
SHEETS
CONCRETE ENCASEMENT
SEE STRUCTURAL SHEET
SECTION
PIPE SUPPORT BY TANK
MFR (TYP), SEE NOTE 110'-0" MAX6" 4 WAY CROSS FITTING
TANK CLEANING MACHINE, TYP OF 3
4"-NPW-DIP, TYP OF 3 BRANCHES
CL 573.25
CL 583.50
2'-0"
6"-NPW-DIP
6"x4" REDUCER, TYP OF 3 BRANCHES
10" MIN6"-NPW-DIP
PIPE SUPPORT
BY TANK MFR, TYP,
SEE NOTE 1
SEE CIVIL
SHEETS FOR
CONTINUATION
12"-PD-DIP
6" FLANGED DOME
PENETRATION BY
TANK MFR
EL 582.00
1'-6"
APPRX GRADE EL 581.00 (VARIES)
SECTION
12" FLOOR DRAIN
4" 22.5° BEND
6" 22.5° BEND
6" 90° BASE ELBOW
PIPE SUPPORT BY TANK
MFR, SEE NOTE 1
6" FLEXIBLE COUPLING
6"-NPW-DIP
6" SLEEVE TYPE COUPLING
NOTES:
1.ALL PIPING AND DUCT SUPPORTS ANCHORED TO
THE STORAGE TANK STRUCTURE (DOME, WALLS
AND/OR FOUNDATION SLAB) SHALL BE DESIGNED
AND PROVIDED BY THE MANUFACTURER OF THE
PRE-STRESSED CONCRETE TANK ACCORDANCE
WITH SPECIFICATION SECTION 13205. ALL PIPE
PENETRATIONS THROUGH THE STORAGE TANK
STRUCTURE (DOME, WALL AND/OR FOUNDATION
SLAB) SHALL BE DESIGNED AND PROVIDED BY THE
MANUFACTURER OF THE PRE-STRESSED CONCRETE
TANK IN ACCORDANCE WITH SPECIFICATION
SECTION 13205 AND SHALL BE A FLANGED
CONNECTION.
LIC NES E D
113114
BRANDT N. MILLER
NOTES:
1.CONTRACTOR SHALL COORDINATE ALL PIPE SIZE
CONNECTIONS WITH MANUFACTURERS.
2.CONTRACTOR SHALL FIELD ROUTE SMALL
DIAMETER CPVC DRAIN PIPING TO FLOOR DRAIN.
PIPING SHALL TERMINATE 2-INCHES ABOVE DRAIN
COVER. CONTRACTOR SHALL PROVIDE PIPE
SUPPORTS AS REQUIRED FOR A STABLE
INSTALLATION.
3.CONTRACTOR SHALL MOUNT PI/PSH OFF BOTTOM
OF THE DUCT AND EXTEND SO THAT
INSTRUMENTS ARE APPROXIMATELY 4'-0" ABOVE
FINISHED FLOOR.
4.CONTRACTOR SHALL FIELD ROUTE 1 1/4" PIPING
BETWEEN PUMP HEADER AND BLADDER TANK,
CONTRACTOR SHALL PROVIDE PROVIDE PIPE
SUPPORTS REQUIRED FOR A STABLE
INSTALLATION.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-HC-04
HICKORY CREEK DETENTION
FACILITY
MECHANICAL
ODOR CONTROL AND BOOSTER
PUMP STATION - PLAN AND
SECTION I
D. NAILORPLANT NORTHODOR CONTROL
VESSEL14" EXHAUST STACK
2" DRAIN CONNECTION,
SEE NOTE 2
16"x14" REDUCER BY MFR
14" FLEX COUPLING BY MFR
4" BUTTERFLY VALVE
PUMP 2020
4" CHECK VALVE, TYP
4" BUTTERFLY VALVE, TYP
4"-NPW-DIP
6"x4" REDUCER
18" 90° EL
18"x16" REDUCER, SEE NOTE 1
16"x6" TEE
MFR CONTROL PANEL
ODOR CONTROL PLAN
20'-3"10'-0"
FLOOR DRAIN
4"-PD-CPVC
16" FRP DAMPER
EXHAUST FAN EXHF-2030
6" 4WAY CROSS
6"x4" REDUCER
2'-6"
SECTION
VESSEL
14" EXHAUST STACK (TYP OF 2)
24" ACCESS PORT
6"-FA-FRP
16"x6" TEE
16" FLEX COUPLING
PROVIDED BY ODOR
CONTROL MFR
EXHF 2030
18" 90° EL EQUIPMENT PAD
16" FRP DAMPER
18"x16" FRP REDUCER,
SEE NOTE 1
6" FRP DAMPER
EL 580.50
CL EL 581.75
4" TEE4" 90° EL
CL EL 595.75
18" FRP 90° EL
4" 90° EL, TYP
Ø8'-0"
18"-FA-FRP
16" FLEX COUPLING
PROVIDED BY ODOR
CONTROL MFR
FLOOR DRAIN
14" EXHAUST STACK
PI/PSH 2430 (SEE NOTE 4)
24" ACCESS PORT
24" ACCESS PORT
DPI 2431 AND DPI 2432
AIR SAMPLE PORTS
CARBON SAMPLE PORTS
MFR CONTROL PANEL
PI/PSH 2410
6"-NPW-DIP, SEE CIVIL
SHEET FOR CONTINUATION
6" SLEEVE TYPE COUPLING
4" PRESSURE
REGULATING VALVE
6" GATE VALVE
W601
PUMP 2010
PI/PSH 2410
BLADDER TANK
FSL 2440
PIT 2440
PIPE SUPPORT, SEE
DETAIL 02/S-HC-05
TYP
1" - CPVC CONDENSATE
DRAIN, SEE NOTES 1
AND 2
PIPE SUPPORT (TYP), SEE
DETAIL 03/S-HC-0524" ACCESS PORT
18" FLEX COUPLING
18"-FA-FRP
EL 596.00
6"-PD-CPVC
SEE CIVIL SHEETS
FOR CONTINUATION
4'-0"5'-4"
6"-NPW-PVC
4" SLEEVE TYPE COUPLING (PVC x DIP)12"PIPE SUPPORT (TYP)
CL EL 585.00
ODOR CONTROL
18"6" -PD-CPVC
PIPE SUPPORT (TYP)
1509402
4" HARNESSED FLANGE
ADAPTER (TYP)
1516402
6" SLEEVE TYPE
COUPLING3'-6"5'-0"1 1/4" TAP W/SST
BALL VALVE SEE
NOTE 5
11"12"
6"-FA-FRP
36"-RS-DIP
1509405R
1542102R
1542102R
SEE SHEET M-HC-06 FOR CONTINUATION
LIC NES E D
113114
BRANDT N. MILLER
NOTES:
1.CONTRACTOR SHALL FIELD ROUTE SMALL
DIAMETER CPVC DRAIN PIPING TO FLOOR DRAIN.
PIPING SHALL TERMINATE 2-INCHES ABOVE DRAIN
COVER. CONTRACTOR SHALL PROVIDE PIPE
SUPPORTS AS REQUIRED FOR A STABLE
INSTALLATION.
2.BOOSTER PUMP MFR SHALL PROVIDE
PREFABRICATED EQUIPMENT SKID WITH ALL
PIPING, VALVES, APPURTENANCES AND CONTROL
PANEL. CONTRACTOR SHALL COORDINATE PIPE
CONNECTION LOCATIONS.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
SECTION
6" CPVC CROSS
PIPE PENETRATION (TYP)
ODOR CONTROL
VESSEL
14" STACK (TYP OF 2)
24" ACCESS PORT
EXHF-2030
14" FLEXIBLE COUPLING
16"x14" REDUCER
4" BUTTERFLY VALVE
4" 90° EL
4" CHECK VALVE
4" BUTTERFLY VALVE
4"-NPW-DIP
6"x4"x6" MJ TEE
6" BUTTERFLY DAMPER
4" CPVC 90° EL
6" CPVC 60° EL 6" GATE VALVE,
SEE DETAIL
CL EL 573.00
CL EL 575.00
CL EL 586.00
1% MIN SLOPE 1% MIN SLOPE
2164005
6"x4" REDUCER
4"-NPW-DIP
8'-0"
6"-PD-CPVC
EL 596.00
CL EL 581.75
6"-FA-FRP
PSH/PI 2420
1509200R
B. MILLER
V. PANEZ
M-HC-05
HICKORY CREEK DETENTION
FACILITY
MECHANICAL
ODOR CONTROL AND BOOSTER
PUMP STATION - SECTION II
D. NAILOR
6"-NPW-DIP
CL EL 585.00
24" ACCESS PORT
SAMPLE PORTS NOT
SHOWN DUE TO
ELEVATION DIFFERNCES
BETWEEN MFRS
PIPE SUPPORT, SEE
DETAIL 03/S-HC-05
PIPE SUPPORT, SEE
DETAIL 02/S-HC-05
EQUIPMENT PAD, SEE
STRUCTURAL DWGS
PMP-2020
CL EL 582.50
EL 580.50
1" CPVC CONDENSATE
DRAIN, SEE NOTE 1
CL EL 583.50
6"-SLEEVE
TYPE COUPLING
1516402
4" HARNESSED
FLANGE ADAPTER
1509405
PIPE SUPPORT (TYP)
LIC NES E D
113114
BRANDT N. MILLER
NOTES:
1.PIPING SYSTEM IS DRAWN AS FLANGED DIP ON
ALL MECHANICAL SHEETS. STEEL PIPE WITH
GROOVED COUPLINGS IS ACCEPTABLE PER THE
SPECIFICATIONS.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-HC-06
HICKORY CREEK DETENTION
FACILITY
MECHANICAL
PUMP STATION - PLANS
D. NAILOR
2'-0"5'-0"5'-0"5'-0"2'-0"2'-10" ±PUMP STATION LOWER PLAN
PUMP STATION TOP PLAN
HCDF-PMP-01 HCDF-PMP-02 HCDF-PMP-03 HCDF-PMP-04
48"-RS-FRP
2'-9"1509409
CRADLE PIPE SUPPORT
(TYP)
FABRICATED PIPE
SUPPORT (TYP)
CRADLE PIPE SUPPORT
(TYP)
16" PLUG VALVE (TYP)
16"-RS-DIP (TYP)
PIPE PENETRATION (TYP)14'-11"30" PLUG VALVE
30"-RS-DIP
10" PLUG VALVE 16" HARNESSED FLANGED
ADAPTER (TYP)
16" FLEXIBLE COUPLING (TYP)
PIPE PENETRATION
6"-NPW-PVC
6" GATE VALVE
10"-PD-DIP
10" FLEXIBLE COUPLING
24"-PD-PVC 2'-0"PI/PSH-1404 (TYP)
NON-FREEZE YARD HYDRANT
6"-PD-PVC
SEE CIVIL SHEETS
FOR CONTINUATION
6"-FA-FRP ACCESS HATCH, TYP
PIPE SUPPORT, TYP
3'-0"3'-0"5'-6"
MANUAL AIR RELEASE VALVE
30" BLIND FLANGE
1510701
10" TANGENTIAL OUTLET
PIPE PENETRATION (MJ RESTRAINED X PE)
6"-NPW-DIP
ELECTRICAL JUNCTION BOX,
TYP. SEE ELECTRICAL SHEETS
1769801
PI/PSH-1402
PI/PSH-1401
16" CHECK VALVE (TYP)
3
M-D-10
30" BLIND FLANGE
2
SHC-05
6" FLEXIBLE
COUPLING (TYP)
0331601
PI/PSH-1403
0331601
SLIP-IN INLINE CHECK VALVE
SERIES CMUF-SL CHECKMATE
ULTRAFLEX VALVE BY TIDEFLEX
TECHNOLOGIES OR EQUAL
1589211
DUCT PENETRATION
WALL THIMBLE (FLGxPE)
1
M-D-09
30" x 16" REDUCING
TEE (TYP)
30" 90 DEG
BEND
30" TEE
16" 90 DEG BEND (TYP)
10" 90 DEG BENDS
SEE SHEET M-HC-04 FOR CONTINUATION
9"
7"2'-9"1516402
3'-0"6" GOOSENECK VENT
2
M-D-10
1509208R
1509209R
1509209R
LIC NES E D
113114
BRANDT N. MILLER
NOTES:
1.BAFFLE ARE NOT SHOWN FOR CLARITY IN
SECTION B.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-HC-07
HICKORY CREEK DETENTION
FACILITY
MECHANICAL
PUMP STATION - SECTIONS
D. NAILOR
INV EL 545.33
EL 538.25
SECTION
16"-RS-DIPPIPE SUPPORT
(TYP)
1509402
2'-9"
EL 563.0
SECTION
1'-6"
16"x12" ECC REDUCER (TYP)
1509409 1516402
16" CHECK VALVE
RUBBER FLAPPER TYPE (TYP)
16" PLUG VALVE (TYP)
30"-RS-DIP
CRADLE PIPE SUPPORT (TYP)
0331601
PIPE PENETRATION
(MJ RESTRAINED x FLG)
6" GATE VALVE, SEE
W601 ON DWG C-D-01
6"-NPW-PVC
CL 584.00
EL 580.50
PI/PSH-1401
16" HARNESSED
FLANGED ADAPTOR (TYP)
6"-FA-FRP
FABRICATED PIPE
SUPPORT (TYP)
48"-RS-FRP
CL EL 571.00
16" FLEXIBLE
COUPLING (TYP)
HCDF-PMP-01
10"-RS-DIP
PIPE PENETRATION
(TYP)
10"-RS-DIP
24"-PD-PVC
CL EL 574.50
6"-PD-PVC
INV EL 575.25
COMBINATION RAIL
AND PIPE SUPORT, TYP
EL 548.00
MONORAIL, SEE
STRUCTURAL DWGS
CL 583.00
1 1/2" AIR RELEASE TAP
AND BALL VALVE
PIPE PENETRATION
(MJ RESTRAINED x PE)
16" 22.5° BEND, TYP
LWS EL 544.00
EL 580.50
CL 581.75
1769801
DUCT PENETRATION
HWS EL 549.00
PIPE SUPPORT (TYP)1509409
1509208R
1509209R
1589211
1509208R
10" 90 DEG BEND
16" 90 DEG
BEND
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-HC-08
HICKORY CREEK DETENTION
FACILITY
MECHANICAL
VALVE VAULT - PLAN AND SECTION
D. NAILOR
VALVE VAULT PLAN
SECTION9'-0"3'-6"3'-6"9'-0"
12" HARNESSED FLANGE ADAPTOR (TYP)
12" KNIFE GATE VALVE
ELECTRICALLY ACTUATED PINCH VALVE (2202)
12" PLUG VALVE (PV-2201)
12"-PD-PVC
SEE CIVIL DWGS
FOR CONTINUATION
12" HARNESSED FLANGE ADAPTOR (TYP)
12" KNIFE GATE VALVE
ELECTRICALLY ACTUATED PINCH VALVE (2202)
12"-PD-PVC
SEE CIVIL DWGS
FOR CONTINUATION
12" PLUG VALVE (PV-2201)
CL EL 575.75
CL EL 571.50
3" PVC FLOOR DRAIN SEE CIVIL
SHEETS FOR CONTINUATION
3" FLOOR DRAIN
PIPE PENETRATION, TYP
12"-PD-DIP
EL 573.67
PIPE SUPPORT
PIPE SUPPORT WITH STRAP
3" FLOOR DRAIN
SEE CIVIL DWGS
FOR CONTINUATION
SEE CIVIL DWGS
FOR CONTINUATION
12"-PD-DIP
PIPE PENETRATION, TYP
PIPE SUPPORT
PIPE SUPPORT WITH STRAP
1509206
1542102
0331601
0331601
0331601
0331601
5'-0"x2'-6" DOUBLE LEAF AL
ACCESS DOOR. ROUTE DOOR
FRAME DRAIN TO FLOOR DRAIN
AL LADDER SEE STRUCTURAL SHEETS
1509206
12"x3" REDUCING TEE
1516402
3" SST BALL VALVE
3" SST TYPE A CAMLOCK COUPLING
1516402
12"x3" REDUCING TEE
6" GOOSENECK VENT
2
M-D-10
1542102R
LIC NES E D
113114
BRANDT N. MILLER
FL=587.70IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALECHECKED BY:DRAWN BY:DESIGNED BY:PROJECTENGINEER:HAZEN AND SAWYER8150 N. CENTRAL EXPRESSWAY, SUITE 700DALLAS, TX 75206HICKORY CREEK DETENTION FACILITYAND PECAN CREEK WRPWEST PEAK FLOW PUMP STATIONREVISSUED FORDATEBYCITY OF DENTON, TEXAS60702-0015768CONTRACT N0.:HAZEN NO.:DATE:DECEMBER 2018DRAWINGNUMBER:B. MILLERBID SETBIDDING12/2018BNM080'40SCALE: 1" = 80'80SCALE: 1"=80'PLANE-HC-01HICKORY CREEK DETENTIONFACILITYELECTRICALOVERALL SITE PLANPROPOSED EQ TANKFUTURE EQ TANKLIMITS OFDISTURBANCEVALVE VAULT100-YR FLOODBFE 571500-YRFLOODBFE 572016'51.APPROXIMATE LOCATION OF OVERHEAD ELECTRICLINES AND UTILITY SERVICE DROP POLE.COORDINATE EXACT LOCATION WITH DENTONMUNICIPAL ELECTRIC (DME). REFERENCE SECTION16000 FOR ADDITIONAL INFORMATIONREGARDING DELINEATION OF SCOPE OF SUPPLYAND COORDINATION WITH SERVING UTILITY.2.UTILITY TRANSFORMER AND UTILITY METER BYDME. REFERENCE SECTION 16000 FORADDITIONAL INFORMATION REGARDINGDELINEATION OF SCOPE OF SUPPLY ANDCOORDINATION WITH SERVING UTILITY.CONTRACTOR SHALL FURNISH AND INSTALLTRANSFORMER PAD AND PRIMARY DUCTBANK PERDME REQUIREMENTS.3.REFERENCE DRAWING E-HC-02 FOR ENLARGEDPARTIAL SITE PLAN.4.REFERENCE DRAWING E-HC-02 FOR DUCTBANKSCHEDULES.5.NEW UTILITY OVERHEAD ELECTRICAL LINES TO TIEINTO EXISTING OVERHEAD LINES SOUTH OF THISLOCATION. COORDINATE EXACT REQUIREMENTSWITH DME.6.DUCTBANKS DB-13, DB-14, DB-15, AND DB-16SHALL BE DIRECT BURIED CONDUITS. CONDUITSSHALL BE BURIED WITH A MINIMUM OF 36" OFCOVER.7.CONTRACTOR SHALL FURNISH AND INSTALL SITELIGHTING AS SHOWN. TYPE 'HL7' LIGHT FIXTURESSHALL BE POLE MOUNTED 12'-0" AFG ANDSUPPLIED FROM MPZ-HCDF, CKT. No.2.CONTRACTOR NOTE CONDUIT AND WIRE IS NOTINCLUDED IN THE DUCTBANK SCHEDULE.CONTRACTOR SHALL FURNISH AND INSTALL THESITE LIGHTING RACEWAY SYSTEMS INACCORDANCE WITH GOOD INSTALLATIONPRACTICES AND AS DIRECTED BY THE ENGINEER.8.JUNCTION BOX SHALL BE SIMILAR TO THE DETAILSHOWN ON DRAWING E-HC-07.UTILITY TRANSFORMERAND METER, SEE NOTE 2UTILITY SERVICEDROP (BY OTHERS),SEE NOTE 1PLANT NORTHBOOSTER PUMPSTATION PADODOR CONTROLEQUIPMENT PADHCDF PUMPSTATIONELECTRICALEQUIPMENT PADOVERHEAD ELECTRIC LINESAND POLES (BY OTHERS),SEE NOTE 1EMH-HCDF-01DIVERSION STRUCTUREEHH-HCDF-01EHH-HCDF-02EHH-HCDF-03DB13DB14DB15DB16DB01DB02DB03SEE NOTE 3NOTE 6NOTE 6NOTE 6NOTE 6SEE NOTE 5AE-HC-01DETAILAE-HC-011" = 5'DIVERSIONSTRUCTUREJUNCTION BOX,SEE NOTE 8DB16NOTE 6EMH-HCDF-02DB04SEE NOTE 7, TYP.COMMUNICATIONANTENNAPE/LT-2500LICNESED121398BRETT D. BUELTEL
IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALECHECKED BY:DRAWN BY:DESIGNED BY:PROJECTENGINEER:HAZEN AND SAWYER8150 N. CENTRAL EXPRESSWAY, SUITE 700DALLAS, TX 75206HICKORY CREEK DETENTION FACILITYAND PECAN CREEK WRPWEST PEAK FLOW PUMP STATIONREVISSUED FORDATEBYCITY OF DENTON, TEXAS60702-0015768CONTRACT N0.:HAZEN NO.:DATE:DECEMBER 2018DRAWINGNUMBER:B. MILLERBID SETBIDDING12/2018BNM010'5SCALE: 1" = 10'10SCALE: 1" = 10'PARTIAL SITE PLANE-HC-02HICKORY CREEK DETENTIONFACILITYELECTRICALPARTIAL SITE PLAN ANDDUCTBANK SCHEDULEPROPOSED EQ TANK(SEE E-HC-03 THRU E-HC-04)PLANT NORTHELECTRICALEQUIPMENTPAD(SEEE-HC-08)HCDF PUMP STATION(SEE E-HC-06 THRU E-HC-07)ODOR CONTROLEQUIPMENT PAD(SEE E-HC-05)BOOSTERPUMPSTATIONPADVALVE VAULT(SEE E-HC-03 THRU E-HC-04)DB04DB09DUCTBANK NUMBERCONDUITSIZEFROMTODB-01P-00004"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMRP-00014"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMRDB-02P-00024"UTILITY XFMRDSW-HCDFP-00034"UTILITY XFMRDSW-HCDFP-00044"UTILITY XFMRDSW-HCDFP-00054"UTILITY XFMRDSW-HCDFP-00064"UTILITY XFMRDSW-HCDFP-00364"UTILITY XFMRDSW-HCDFDB-03P-00024"UTILITY XFMRDSW-HCDFP-00034"UTILITY XFMRDSW-HCDFP-00044"UTILITY XFMRDSW-HCDFP-00054"UTILITY XFMRDSW-HCDFP-00064"UTILITY XFMRDSW-HCDFP-00364"UTILITY XFMRDSW-HCDFDB-04P-00381"MPZ-HCDFEQ TANKP-00391"MPZ-HCDFEQ TANKP-00481"MPZ-HCDFLIT-2400C-00181"PLC-HCDFLSHH-2400C-00301"PLC-HCDFEQ TANKI-00072"PLC-HCDFLIT-2400DB-05P-00332"SWBD-HCDFVCP-2030P-00353"SWBD-HCDFVCP-2000C-00162"PLC-HCDFVCP-2030C-00172"PLC-HCDFVCP-2000I-00022"PLC-HCDFVCP-2000DB-06P-00332"SWBD-HCDFVCP-2030C-00162"PLC-HCDFVCP-2030DB-07P-00353"SWBD-HCDFVCP-2000C-00172"PLC-HCDFVCP-2000I-00022"PLC-HCDFVCP-2000DB-08P-00401"SWBD-HCDFHCDF-VV-PP-00411"SWBD-HCDFHCDF-VV-PP-00451"SWBD-HCDFCRANE/HOISTP-00461"MPZ-HCDFLIT-1400P-00502"SWBD-HCDFEMH-HCDF-02P-00511"MPZ-HCDFEMH-HCDF-02C-00031"HCDF-PMP-01 RVSS-1PSH-1401C-00061"HCDF-PMP-02 RVSS-2PSH-1402C-00091"HCDF-PMP-03 RVSS-3PSH-1403C-00121"HCDF-PMP-04 RVSS-4PSH-1404C-00191"PLC-HCDFHCDF-VV-CC-00221"PLC-HCDFEMH-HCDF-02I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500I-00012"PLC-HCDFWETWELL LIT-1400I-00032"PLC-HCDFHCDF-VV-II-00052"PLC-HCDFDIVERSION STRUCTUREI-00062"PLC-HCDFEMH-HCDF-02DB-09P-00401"SWBD-HCDFHCDF-VV-PP-00411"SWBD-HCDFHCDF-VV-PP-00502"SWBD-HCDFEMH-HCDF-02P-00511"MPZ-HCDFEMH-HCDF-02C-00031"HCDF-PMP-01 RVSS-1PSH-1401C-00061"HCDF-PMP-02 RVSS-2PSH-1402C-00091"HCDF-PMP-03 RVSS-3PSH-1403C-00121"HCDF-PMP-04 RVSS-4PSH-1404C-00191"PLC-HCDFHCDF-VV-CC-00221"PLC-HCDFEMH-HCDF-02I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500I-00032"PLC-HCDFHCDF-VV-II-00052"PLC-HCDFDIVERSION STRUCTUREI-00062"PLC-HCDFEMH-HCDF-02DB-10P-00401"SWBD-HCDFHCDF-VV-PP-00411"SWBD-HCDFHCDF-VV-PC-00031"HCDF-PMP-01 RVSS-1PSH-1401C-00061"HCDF-PMP-02 RVSS-2PSH-1402C-00091"HCDF-PMP-03 RVSS-3PSH-1403C-00121"HCDF-PMP-04 RVSS-4PSH-1404C-00191"PLC-HCDFHCDF-VV-CI-00032"PLC-HCDFHCDF-VV-IDB-11C-00031"HCDF-PMP-01 RVSS-1PSH-1401C-00061"HCDF-PMP-02 RVSS-2PSH-1402C-00091"HCDF-PMP-03 RVSS-3PSH-1403C-00121"HCDF-PMP-04 RVSS-4PSH-1404DB-12P-00401"SWBD-HCDFHCDF-VV-PP-00411"SWBD-HCDFHCDF-VV-PC-00191"PLC-HCDFHCDF-VV-CI-00032"PLC-HCDFHCDF-VV-IDB-13I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500(NOTE 1)I-00052"PLC-HCDFDIVERSION STRUCTUREDB-14I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500(NOTE 1)I-00052"PLC-HCDFDIVERSION STRUCTUREDB-15I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500(NOTE 1)I-00052"PLC-HCDFDIVERSION STRUCTUREDB-16I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500(NOTE 1)I-00052"PLC-HCDFDIVERSION STRUCTUREDB-17P-00451"SWBD-HCDFCRANE/HOISTP-00461"MPZ-HCDFLIT-1400I-00012"PLC-HCDFWETWELL LIT-1400DB-18P-00372"MPZ-HCDFCOMMUNICATION ANTENNAC-00152"PLC-HCDFCOMMUNICATION ANTENNAI-00082"PLC-HCDFCOMMUNICATION ANTENNADUCTBANK NUMBERCONDUITSIZEFROMTOFUTUREEQ TANKDB07DB06DB05DB03EMH-HCDF-02DB13DB12NOTE 1016'51.DUCTBANKS DB-13, DB-14, DB-15, AND DB-16SHALL BE DIRECT BURY CONDUITS. CONDUITSSHALL BE BURIED WITH A MINIMUM OF 36" OFCOVER.2.CONTRACTOR SHALL FURNISH AND INSTALL SITELIGHTING AS SHOWN. TYPE 'HL7' FIXTURESSHALL BE POLE MOUNTED 12'-0" AFG ANDSUPPLIED FROM MPZ-HCDF, CKT. No.2.CONTRACTOR NOTE CONDUIT AND WIRE IS NOTINCLUDED IN THE DUCTBANK SCHEDULE.CONTRACTOR SHALL FURNISH AND INSTALL THESITE LIGHTING RACEWAY SYSTEMS INACCORDANCE WITH GOOD INSTALLATIONPRACTICES AND AS DIRECTED BY THE ENGINEER.3.FURNISH AND INSTALL A GROUNDING LOOPAROUND THE ANTENNA POLE. GROUND LOOPSHALL BE #4/0 BARE COPPER CONDUCTOR,BURIED 30" DEEP, A MINIMUM OF 3' FROM THEPOLE. FURNISH AND INSTALL (1) GROUND RODTEST WELL PER STANDARD DETAIL 1617001. TIEGROUND LOOP INTO THE ELECTRICAL EQUIPMENTPAD GROUND LOOP AND ANTENNA POLE.FURNISH AND INSTALL LIGHTNING PROTECTIONSYSTEM PER 16670 FOR THE ANTENNA MAST.4.CONTRACTOR SHALL STUB UP AND CAP SPARECONDUIT 6" FROM ANTENNA POLE.5.EACH DUCT BANK GROUND CONDUCTORCROSSING THE GROUND LOOP SHALL BEEXOTHERMICALLY WELDED TO THE GROUNDLOOP CONDUCTOR.DB11DB10SEE NOTE 2, TYP.COMMUNICATIONS ANTENNA,SEE NOTES 3 AND 4DB18DB08DB17LICNESED121398BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-03
HICKORY CREEK DETENTION FACILITY
ELECTRICAL
STORAGE TANK AND VALVE VAULT -
AREA CLASSIFICATION
G. RATASKYPLANT NORTHTANK CLEANING MACHINE,
TYP OF 3PLANT NORTHA
3/32"=1'-0"
STORAGE TANK - BOTTOM PLAN
1/16" = 1'-0"
STORAGE TANK - TOP PLAN
1/16" = 1'-0"
.')'0&
STORAGE TANK:
CLASS I, DIV. 1, GROUP D.
SPACE CLASSIFIED PER NFPA 820-2016 EDITION,
TABLE 4.2.2, ROW 31a AND TABLE 5.2.2, ROW 4a, 4c.
CLASS I, DIVISION 1 AREAS:
x INTERIOR OF STORAGE TANK.
CLASS I, DIVISION 2 AREAS:
x 10'-0" ENVELOPE AROUND ALL TANK OPENINGS
AND VENTS.
x ENTIRE ENCLOSED SPACE WITHIN VALVE
VAULT.
CLASS I, DIV. 2, GROUP D.
NOTES:
1.ALL EQUIPMENT, ELECTRICAL MATERIALS, AND
WIRING METHODS IN THE CLASSIFIED AREAS
SHALL BE IN ACCORDANCE WITH THE LATEST
ADOPTED EDITION OF THE NEC.
2.10'-0" ENVELOPE IS TYPICAL FOR ALL ROOF
PENETRATIONS, INCLUDING HATCHES. NOT ALL
ENVELOPES ARE DEPICTED ON SECTION A FOR
CLARITY.
10'-0"
10'-0"
10'-0"
10'-0"10'-0"10'-0"10'-0"
10'-0"
10'-0"
VALVE VAULT - AREA CLASSIFICATION PLAN
3/8" = 1'-0"
BPLANT NORTHB
3/8"=1'-0"
SEE NOTE 2
10'-0"10'-0"10'-0"LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-04
HICKORY CREEK DETENTION FACILITY
ELECTRICAL
STORAGE TANK AND VALVE VAULT -
PLANS
G. RATASKY
TANK CLEANING MACHINE,
TYP OF 3PLANT NORTHSTORAGE TANK - PLAN
3/32" = 1'-0"
LSHH-2400
LE-2400
VALVE VAULT - PLAN
3/8" = 1'-0"
NOTES:
1.CONDUITS FOR TANK LEVEL INSTRUMENTS SHALL
STUB UP FROM DUCTBANK AT THIS APPROXIMATE
LOCATION. FURNISH AND INSTALL EXPANSION
FITTINGS AS CONDUIT EMERGES FROM
DUCTBANKS. SUPPORT CONDUITS TO TANK WALL
UP TO INSTRUMENTS.
2.THE STORAGE TANK SHALL BE PROVIDED WITH A
LIGHTNING PROTECTION SYSTEM. THE LIGHTNING
PROTECTION SYSTEM SHALL BE DESIGNED AND
INSTALLED TO MEET THE PERFORMANCE
REQUIREMENTS OF SPECIFICATION SECTION
16670.
3.DRAWINGS ARE SHOWN TO INDICATE GENERAL
EQUIPMENT LOCATIONS. COORDINATE EXACT
LOCATIONS WITH FIELD REQUIREMENTS AND
OTHER DISCIPLINES.
4.REFER TO NEC ARTICLE 250.52 (A)(3) FOR
BONDING OF GROUND LOOP TO STRUCTURAL
FOUNDATION REBAR.
5.GROUND LOOP CONDUCTOR SHALL BE #4/0 BARE
COPPER WIRE 30" MINIMUM BELOW FINISHED
GRADE. ALL GROUND CONDUCTORS TO
EQUIPMENT OR STRUCTURAL STEEL SHALL BE
BARE COPPER WIRE.
6.IF VERTICALLY DRIVEN GROUND RODS
ENCOUNTER ROCK BEFORE BEING DRIVEN TO
10'-0" DEPTH, CONTRACTOR SHALL BE PERMITTED
TO DRIVE ROD AT AN ANGLE, OR LAY IN
ACCORDANCE WITH N.E.C. ARTICLE 250.53(G).
MOV-2202PLANT NORTHHCDF-VV-P,
SEE PULL BOX DETAIL
ABOVE, TYP. OF 3
HCDF-VV-C
HCDF-VV-I
WATERTIGHT CONDUIT
ENTRY HUB, TYP
NEMA 4X 304 S.S. PULL
BOX WITH LOCKABLE
HINGED COVER,
SEE SECTION 16130
304 S.S. PEDESTAL WITH
HINGED COVER AND
FLANGED TOP AND BOTTOM
CABLES THROUGH
PEDESTAL
PVC COATED GRS CONDUIT
WITHOUT COUPLINGS, TYP
NOTE:
1.REFER TO CONDUIT SCHEDULE FOR NUMBER OF
CONDUITS ENTERING PULL BOX.
2.ANY CONDUIT AND WIRE ENTERING OR LEAVING
A CLASSIFIED AREA SHALL BE IN ACCORDANCE
WITH THE LATEST ADOPTED EDITION OF THE
NEC.
PULL BOX, TYP.
N.T.S.
STRAIN RELIEF,
SEALING CABLE
CONNECTOR
S.S.EXPANSION
ANCHORS
TO ELECTRICAL
EQUIPMENT PAD
TO VALVE VAULT
NOTE 1
MOV-2201
FALL PROTECTION, TYP
GRAVITY
VENTILATOR, TYP
LIT-2400
LIT-2400 DSW
BURIED COPPER
GROUND ROD, TYP
SEE NOTE 6
COPPER GROUND ROD
WITH TEST WELL, TYP
DETAIL 1617001
3'-0"MIN#4/0 BARE COPPER GROUNDING
CONDUCTOR, TYP
SEE NOTE 5
FAST OPERATING
CLAMP ASSEMBLY, TYP
304 S.S. UNISTRUT
SUPPORT RACK, TYP.
304 S.S. EXPANDED
METAL SCREEN TO BE
USED TO COVER FRONT
AND BACK OF PEDESTAL
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-05
HICKORY CREEK DETENTION
FACILITY
ELECTRICAL
ODOR CONTROL & BOOSTER
PUMP STATION - PLANS
G. RATASKYPLANT NORTHEXHF-2030
TANK
ODOR CONTROL & BOOSTER PUMP STATION AREA CLASSIFICATION PLANS
1/4" = 1'-0"
ODOR CONTROL & BOOSTER PUMP STATION PLANS
1/4" = 1'-0"
A
1/4" = 1'-0"
.')'0&
ODOR CONTROL:
CLASS I, DIV. 1, GROUP D.
SPACE CLASSIFIED PER NFPA 820-2016 EDITION,
TABLE 4.2.2, ROW 20a, 20d.
CLASS I, DIVISION 1 AREAS:
x NONE
CLASS I, DIVISION 2 AREAS:
x INTERIOR OF ODOR CONTROL VESSEL.
x 3'-0" ENVELOPE AROUND ODOR CONTROL
EXHAUST FAN.
x 3'-0" ENVELOPE AROUND EXHAUST FROM
OUTLET PIPING.
x 3'-0" ENVELOPE AROUND LEAKAGE SOURCES
ON ODOR CONTROL VESSEL.
CLASS I, DIV. 2, GROUP D.
NOTES:
1.ALL EQUIPMENT, ELECTRICAL MATERIALS, AND
WIRING METHODS IN THE CLASSIFIED AREAS
SHALL BE IN ACCORDANCE WITH THE LATEST
ADOPTED EDITION OF THE NEC.
2.MOUNT PANEL MINIMUM OF 4'-0" FROM ODOR
CONTROL PIPING.
3.THE ODOR CONTROL TANK SHALL BE PROVIDED
WITH A LIGHTNING PROTECTION SYSTEM. THE
LIGHTNING PROTECTION SYSTEM SHALL BE
DESIGNED AND INSTALLED TO MEET THE
PERFORMANCE REQUIREMENTS OF SPECIFICATION
SECTION 16670.
4.PROVIDE WITH SUNSHADE PER DETAIL 161600.
3'-0"3'-0"3'-0"EXHF-2030
VCP-2030,
SEE NOTES
2 AND 4PLANT NORTH3'-0"
TANK
PMP-2010
PMP-2020
PMP-2020
VCP-2000, SEE NOTE 4
3'-0"3'-0"
3'-0"
TANK
3'-0"3'-0"LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-06
HICKORY CREEK DETENTION
FACILITY
ELECTRICAL
PUMP STATION - AREA
CLASSIFICATION
G. RATASKY
PUMP STATION AREA CLASSIFICATION - TOP PLAN
3/16" = 1'-0"
PUMP STATION AREA CLASSIFICATION - BOTTOM PLAN
3/16" = 1'-0"PLANT NORTH3'-0"3'-0"18"3'-0"3'-0".')'0&
WASTEWATER PUMPING STATION WET
WELLS:
CLASS I, DIV. 1, GROUP D.
SPACE CLASSIFIED PER NFPA 820-2016 EDITION,
TABLE 4.2.2, ROW 16a.
CLASS I, DIVISION 1 AREAS:
x ENTIRE ENCLOSED WET WELL AND SUMP PUMP
MANHOLE.
CLASS I, DIVISION 2 AREAS:
x ENVELOPE 18" ABOVE TOP SLAB OF STRUCTURE
EXTENDING 3'-0" IN ALL DIRECTIONS FROM
HATCH OPENINGS.
CLASS I, DIV. 2, GROUP D.
NOTES:
1.ALL EQUIPMENT, ELECTRICAL MATERIALS, AND
WIRING METHODS IN THE CLASSIFIED AREAS
SHALL BE IN ACCORDANCE WITH THE LATEST
ADOPTED EDITION OF THE NEC.
3'-0"PLANT NORTH3'-0"
3'-0"3'-0"3'-0"
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-07
HICKORY CREEK DETENTION
FACILITY
ELECTRICAL
PUMP STATION - PLANS
G. RATASKY
PUMP STATION - BOTTOM PLAN
1/4" = 1'-0"
PUMP STATION - TOP PLAN
1/4"=1'-0"
HCDF-PMP-04
HCDF-PMP-03
HCDF-PMP-02
HCDF-PMP-01
PSH-1401
PSH-1402
PSH-1403
LSH/LSL-1400
JUNCTION BOX,TYP.
N.T.S.PLANT NORTHHCDF-PMP-01 JB
HCDF-PMP-02 JB
HCDF-PMP-03 JB
HCDF-PMP-04 JB
PSH-1404PLANT NORTHNOTES:
1.SEE JUNCTION BOX DETAIL BELOW. CONTRACTOR
SHALL MOUNT JUNCTION BOXES MINIMUM OF
4'-0" FROM WET WELL HATCH OPENING.
2.DRAWINGS ARE SHOWN TO INDICATE GENERAL
EQUIPMENT LOCATIONS. COORDINATE EXACT
LOCATIONS WITH FIELD REQUIREMENTS AND
OTHER DISCIPLINES.
3.ALL "HL7" FIXTURES SHALL BE POLE MOUNTED
12'-0" AFG. REFERENCE DRAWING E-HC-02.
SEE NOTE 1, TYP.
CRANE/HOIST DSW
LE-1400HL7
2
LIT-1400
CRANE/HOIST
(ABOVE)
(NOTE 3)
LIT-1400 DSW
NOTE:
1.BONDING OF GROUND WIRES NOT SHOWN FOR
CLARITY.
2.REFER TO CONDUIT SCHEDULE FOR NUMBER OF
CONDUITS ENTERING JUNCTION BOX.
CONDUITS TO
ELECTRICAL PAD, TYP.
CABLES TO SUPPORT
BRACKET IN WET WELL
SEPARATION BARRIER
FAST OPERATING
CLAMP ASSYMBLY, TYP.
NON-INTRINSICALLY
SAFE CONTROLS
TERMINAL BLOCKS,
NUMBER AS REQUIRED
PLUS 10% SPARE
POWER TERMINAL
BLOCKS, NUMBER
AS REQUIRED PLUS
10% SPARE
WATERTIGHT CONDUIT
ENTRY HUB, TYP.
STRAIN RELIEF, SEALING
CABLE CONNECTOR
PVC COATED GRS CONDUIT
WITHOUT COUPLING, TYP.
304 S.S. EXPANDED
METAL SCREEN TO BE
USED TO COVER FRONT
AND BACK OF PEDESTAL
S.S. EXPANSION ANCHORS
6" CHANNEL TO
WET WELL
INTRINSICALLY SAFE
CONTROL TERMINAL BLOCKS,
NUMBER AS REQUIRED PLUS
10% SPARE
NEMA 4X 304 S.S.
JUNCTION BOX WITH
LOCKABLE HINGED COVER,
SEE SECTION 16130
304 S.S.
PEDESTAL WITH
HINGED COVER
AND FLANGED
TOP AND BOTTOM
CABLES
THROUGH
PEDESTAL
BENDING RADIUS
DEPENDENT ON
CONDUIT SIZE, TYP.
REMOVABLE CHECKERED
PLATE W/ GASKET
304 S.S. UNISTRUT
SUPPORT RACK, TYP.5'-0" MIN1616000
1774001
1767001
LIC NES E D
121398
BRETT D. BUELTEL
NOTES:
1.FOR DETAILS ON ELECTRICAL EQUIPMENT
SUPPORT STRUCTURE REQUIREMENTS, SEE
SECTION 16190.
2.MOUNT FIXTURE TO EXTRUDED ALUMINUM
BEAMS UNDER CANOPY. FASTENERS SHALL
NOT PENETRATE DECKING.
3.GROUNDING SYSTEM SHALL MEET ALL
REQUIREMENTS OF SECTION 16170.
4.REFER TO NEC ARTICLE 250.52 (A)(3) FOR
BONDING OF GROUND LOOP TO STRUCTURAL
FOUNDATION REBAR.
5.ALL TRANSFORMERS, SWITCHBOARDS, AND
PANELBOARDS SHALL BE BONDED TO
GROUND.
6.GROUND LOOP CONDUCTOR SHALL BE #4/0
BARE COPPER WIRE 30" MINIMUM BELOW
FINISHED GRADE. ALL GROUND
CONDUCTORS TO EQUIPMENT OR
STRUCTURAL STEEL SHALL BE BARE COPPER
WIRE.
7.EACH DUCT BANK GROUND CONDUCTOR
CROSSING THE GROUND LOOP SHALL BE
EXOTHERMICALLY WELDED TO THE GROUND
LOOP CONDUCTOR.
8.IF VERTICALLY DRIVEN GROUND RODS
ENCOUNTER ROCK BEFORE BEING DRIVEN TO
10'-0" DEPTH, CONTRACTOR SHALL BE
PERMITTED TO DRIVE ROD AT AN ANGLE, OR
LAY IN ACCORDANCE WITH N.E.C. ARTICLE
250.53(G).
9.THE ELECTRICAL EQUIPMENT CANOPY SHALL
BE PROVIDED WITH A LIGHTNING
PROTECTION SYSTEM. THE LIGHTNING
PROTECTION SYSTEM SHALL BE DESIGNED
AND INSTALLED TO MEET THE PERFORMANCE
REQUIREMENTS OF SPECIFICATION SECTION
16670.
10.DRAWINGS ARE SHOWN TO INDICATE
GENERAL EQUIPMENT LOCATIONS.
COORDINATE EXACT LOCATIONS WITH FIELD
REQUIREMENTS AND OTHER DISCIPLINES.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-08
HICKORY CREEK DETENTION
FACILITY
ELECTRICAL
ELECTRICAL EQUIPMENT - PLANS
G. RATASKY
ELECTRICAL EQUIPMENT - POWER AND GROUNDING PLAN
1/2" = 1'-0"
A
1/2" = 1'-0"A
ELECTRICAL EQUIPMENT - LIGHTING PLAN
1/2" = 1'-0"
ELECTRICAL EQUIPMENT
CANOPY, SEE NOTE 9
HCDF-PMP-01 RVSS-1
(CP-01)
HCDF-PMP-02 RVSS-2
(CP-02)
HCDF-PMP-03 RVSS-3
(CP-03)
HCDF-PMP-04 RVSS-4
(CP-04)
RVSS ENCLOSURESWBD-HCDF
MPZ-HCDF
SWBD-HCDF
SECTION A
SWBD-HCDF
SECTION B
CANOPY
OVERHEAD
CANOPY OVERHEAD
LC1 LC1
LC1LC1
3
6a
CEILING MOUNTED
LIGHT FIXTURE, NOTE 2, TYP.
6a 6a
6a6a
PLANT NORTH
PLANT NORTH
DSW-HCDF
MTS-HCDF
GEN-HCDF
3
6a
WPCR/GFCI 4
WPCR/GFCI4
NOTE 1, TYP.
HCDF-RELAY PANEL
COPPER GROUND ROD
WITH TEST WELL, TYP
DETAIL 1617001
3'-0"
MIN
#4/0 BARE COPPER GROUNDING
CONDUCTOR, TYP
SEE NOTE 6
BOND GROUND LOOP TO
STRUCTURAL FOUNDATION
REBAR, SEE NOTE 4 3'-0"MIN3'-0"
MIN
3'-0"MINBURIED COPPER
GROUND ROD, TYP
SEE NOTE 8
PLC-HCDF
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-09
HICKORY CREEK DETENTION
FACILITY
ELECTRICAL
SWBD-HCDF SINGLE LINE
DIAGRAM AND ELEVATION
G. RATASKY
FROM
DENTON MUNICIPAL
ELECTRIC (DME)
SPARE
S.E.
RATED
S1 S2
L
MTS-HCDF
480V, 1200A
:3
65kA
OPEN TRANSITION
DSW-HCDF,
NOTE 6
13.2/7.62KV - 480/277V
1000KVA
UTILITY XFMR
3P/4W
LIQUID FILLED PAD MOUNT
HCDF-PMP-01
RVSS-1
(CP-01)
AF
AT
400
300
HCDF-PMP-02
RVSS-2
(CP-02)
AF
AT
400
300
HCDF-PMP-03
RVSS-3
(CP-03)
AF
AT
400
300
HCDF-PMP-04
RVSS-4
(CP-04)
AF
AT
400
300
AF
AT
100
30
ODOR
CONTROL
SYSTEM SKID
(VCP-2030)
AF
AT
100
70
AF
AT
225
150
185
228FLA
185
228FLA
185
228FLA
185
228FLA
EXHAUST
FAN
BOOSTER
PUMP SKID
(VCP-2000)
AF
AT
100
30
SWBD-HCDF 9$:.$,&1(0$5(1&/2685(
SUBMERSIBLE
PUMP No. 1
SUBMERSIBLE
PUMP No. 2
SUBMERSIBLE
PUMP No. 3
SUBMERSIBLE
PUMP No. 4
AF
AT
100
20
MOV-2201
AF
AT
100
20
1
MOV-2202
SPD
300kA
NOTE 1
NOTES:
1.SPD CIRCUIT BREAKER SIZE SHALL BE
DETERMINED BY THE MANUFACTURER.
2.THE ENTIRE SWITCHBOARD LINEUP SHALL
REQUIRE FRONT ACCESS ONLY. SWITCHBOARDS
REQUIRING REAR OR SIDE ACCESS ARE NOT
ACCEPTABLE.
3.FURNISH AND INSTALL POSI-MAX SERIES POWER
DISTRIBUTION PANEL, CATALOG NUMBER
PM1C0800, WITH PARALLEL SETS OF CAM LOCK
SERIES E1016 RECEPTACLES, OR APPROVED
EQUAL. RECEPTACLES SHALL BE
GREEN-YELLOW-ORANGE-BROWN IN COLOR TO
MATCH OWNER'S EXISTING GENERATOR
CONNECTION COLOR CONVENTION.
4.SUBMERSIBLE PUMP HORSEPOWER AND FULL LOAD
CURRENT BASED ON XYLEM-FLYGT PUMPS.
CONTRACTOR SHALL COORDINATE ELECTRICAL
EQUIPMENT SIZES WITH ACTUAL SUPPLIED PUMPS
AT NO ADDITIONAL COST TO THE OWNER.
5.PRE-WIRED BY MANUFACTURER.
6.SERVICE ENTRANCE RATED FUSED DISCONNECT
SWITCH SHALL BE FURNISHED WITH GROUND
FAULT PROTECTION RELAY, CT'S, AND ALL
ANCILLARY DEVICES REQUIRED.
SINGLE LINE DIAGRAM
SWBD-HCDF
NTS
SWBD-HCDF ELEVATION
CRANE/HOIST
30" DEEP
3'-0"3'-0"
SECTION A SECTION B
B7
SEE NOTE 2
B8
B9
B2
B3
B4
B5
B6
B1
A2 A3
A1
A3
A2 A1
UITLITY
METER
CABINET
B6 B7 B8 B9
HCDF-PMP-01 HCDF-PMP-02 HCDF-PMP-03 HCDF-PMP-04
40
52FLA
40
52FLA
40
52FLA
B2B1
AF
AT
100
30
SPARE
AF
AT
100
30
SPARE
AF
AT
100
30
B3 B4 B5 B10 B11 B12 B13 B14
B11
B12
B13
B14
B10
POWER
MONITOR
1200:5
(3)
P-0000
P-0001
P-0003
P-0004
P-0006
P-0005
P-0017
P-0018
P-0033 P-0035 P-0040 P-0041 P-0042
P-0023 P-0026 P-0029 P-0032
P-0019
P-0020
P-0002
P-0008
P-0009
P-0011
P-0010P-0007
P-0013
P-0014
P-0016
P-0015P-0012
P-0034
BOOSTER
PUMP NO. 2
BOOSTER
PUMP NO. 1
EXHF-2030 PMP-2010 PMP-2020
AF
AT
100
20
SPARE
P-0022 P-0025 P-0028 P-0031
CABLE BY MFR, TYP.
1200A
HCDF-VV-P
P-0043 P-0044
1
MPZ-HCDF
P-0021
HCDF-PMP-01
JB
HCDF-PMP-02
JB
HCDF-PMP-03
JB
HCDF-PMP-04
JB 30A
3P
P-0045
P-0036
NOTE 5 NOTE 5
NOTE 4,
TYP OF 4
GEN-HCDF
(NOTE 3)
ETU
1200AF
1200AP
1200AT
LSIG
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-10
HICKORY CREEK DETENTION
FACILITY
ELECTRICAL
PANEL SCHEDULES, RISER AND
CONTROL BLOCK DIAGRAMS
G. RATASKY
FROM
MPZ-HCDF
TYPICAL 120VAC INSTRUMENT
RISER DIAGRAM
NOTE 1
NOTE 2
NOTES:
1.REFERENCE PANELBOARD SCHEDULE AND
CONDUIT AND WIRE SCHEDULE FOR CONDUIT AND
WIRE REQUIREMENTS.
2.REFERENCE SECTION 16141 FOR INSTRUMENT
DISCONNECT SWITCH REQUIREMENTS.
3.UNLESS OTHERWISE SPECIFIED, ALL LIGHTING
AND RECEPTACLE CIRCUITS SHALL BE 2#12,
#12GND IN 3/4" CONDUIT.
4.ODOR CONTROL SYSTEM MFR TO PROVIDE ALL
ODOR CONTROL FANS, EQUIPMENT, AND
INSTRUMENTATION. CONTRACTOR SHALL
FURNISH, INSTALL, AND TERMINATE ALL CONDUIT
AND WIRE AS SPECIFIED IN THE CONDUIT AND
WIRE SCHEDULE.
5.SITE LIGHTING CIRCUIT SHALL BE 2#10, #10GND
IN 1" CONDUIT.
6.BOOSTER PUMP SKID COMPONENTS TO BE
PRE-WIRED TO THE CONTROL PANEL BY THE
MANUFACTURER.
7.FURNISH WARNING NAMEPLATE ON FRONT PANEL
WARNING PERSONNEL ABOUT MULTIPLE SOURCES
OF POWER BEING PRESENT IN THE PANEL.
2500
PE/LT
M
TSH
HCDF-PMP-01 JB
I-0000
C-0001
PLC-HCDF
1400
LSH
MSH
1400
LSL
DIVERSION
STRUCTURE
LEVEL
PUMP NO. 1
1400
LE
1400
LIT
WETWELL
LEVEL
WETWELL
LEVEL
HCDF-PMP-02 JB
M
TSH MSH
HCDF-PMP-03 JB
M
TSH MSH
HCDF-PMP-04 JB
M
TSH MSH
C-0005 C-0008 C-0011
C-0023I-0001
1401
PSH
DISCHARGE
PRESSURE
C-0003
1402
PSH
DISCHARGE
PRESSURE
C-0006
1403
PSH
DISCHARGE
PRESSURE
C-0009
1404
PSH
DISCHARGE
PRESSURE
C-0012
VCP-2030
PUMP NO. 2
C-0016
HCDF-PMP-01
RVSS-1
(CP-01)
HCDF-PMP-02
RVSS-2
(CP-02)
HCDF-PMP-03
RVSS-3
(CP-03)
HCDF-PMP-04
RVSS-4
(CP-04)
M
VCP-2000
C-0017
M M
C-0010C-0007C-0004C-0000
HCDF-PMP-01 HCDF-PMP-02
PUMP NO. 3
HCDF-PMP-03
PUMP NO. 4
HCDF-PMP-04
EXHAUST FAN
EXHF-2030
BOOSTER
PUMP NO. 1
PMP-2010
BOOSTER
PUMP NO. 2
PMP-2020
HCDF-VV-IHCDF-VV-C
I-0003
2202
MOV
C-0019
2440
PIT
2440
FSL
C-0020
C-0021
I-0004
DISCHARGE
PRESSURE
DISCHARGE
LOW FLOW
SWITCH
MODULATING
VALVE
2400
LE
I-0007
2400
LIT
EQ TANK
LEVEL
2400
LSHH
C-0018
EQ TANK
HIGH-HIGH
LEVEL
OPEN/CLOSE
VALVE
2201
MOV
JB
240/120 VOLTS MPZ-HCDF TYPE:NEMA 3R
1 PHASE, 3 WIRE 30A PRIMARY MAIN BREAKER (480V)MOUNT:SURFACE
50A SECONDARY MAIN BREAKER (240V)
MODS DESCRIPTION WIRE TRIP POLE CKT
No.
VOLT-AMPERES VOLT-AMPERES CKT
No.POLE TRIP WIRE DESCRIPTION MODSABAB
LFD LIT-1400 P-0046 20 1 1 200 1,000 2 1 20 NOTE 5 SITE LIGHTING -
LFD HCDF-RELAY PANEL P-0047 20 1 3 200 360 4 1 20 NOTE 3 CONVENIENCE RECEPTACLES GFCI
LFD LIT-2400 P-0048 20 1 5 200 260 6 1 20 NOTE 3 CANOPY LIGHTING -
-COMMUNICATION ANTENNA P-0037 20 1 7 0 1,000 8 1 20 P-0049 PLC-HCDF -
-SPARE 20 1 9 --10 1 20 SPARE -
-SPARE 20 1 11 --12 1 20 SPARE -
-SPACE -1 13 --14 1 -SPACE -
-SPACE -1 15 --16 1 -SPACE -
-SPACE -1 17 --18 1 -SPACE -
TOTAL 400 200 1,260 1,360 TOTAL
PHASE TOTAL TOTAL LOAD (VA)
MODIFICATION (MODS) LEGEND:1,660 1,560 3,220
EPD - GROUND FAULT CIRCUIT INTERRUPTER (30mA)TOTAL LOAD (A)NOTES:
GFCI - GROUND FAULT CIRCUIT INTERRUPTER (5mA)13.41666667 10kAIC
LOD - LOCK-ON DEVICE 10kVA COMBINATION POWER UNIT
LFD - LOCK-OFF DEVICE
HCDF-RELAY
PANEL
(NOTE 7)
C-0002
C-0024
C-0025
C-0026
C-0027
DISCHARGE
PRESSURE
2430
PSH
C-0028 C-0029
NOTE 4
I-0002
PROVIDED BY BOOSTER PUMP SKID MFR,
SEE NOTE 6
2410
PSH
2420
PSH
DISCHARGE
PRESSURE
DISCHARGE
PRESSURE
C-0015
I-0008
CABLE BY
MFR, TYP.
I-0010
I-0011
1 1
CONTROL ONE LINE DIAGRAM
PLC-HCDF
LIC NES E D
121398
BRETT D. BUELTEL
1
2
3
4
5
6
8
7
9
11
10
12
13
14
15
16
17
18
19
20
22
21
23
24
25
26
27
28
29
31
33
32
34
35
30
36
37
38
39
40
41
43
42
44
46
45
47
48
49
50
51
52
53
54
55
57
56
58
59
60
61
62
63
64
66
68
67
69
70
65
71
72
73
74
75
76
78
77
79
81
80
82
83
84
85
86
87
88
89
90
92
91
93
94
95
96
97
98
99
101
103
102
104
105
100
NOTES:
1.HCDF-PMP-01, 02, 03, 04 STARTERS SHALL BE
HARDWIRE INTERLOCKED SO THAT ONLY THREE
OF THE FOUR MAY RUN SIMULTANEOUSLY.
2.PUMP PROTECTION RELAY SHALL BE SUPPLIED BY
THE PUMP MANUFACTURER AND SENT TO RVSS
MANUFACTURER FOR INSTALLATION.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-11
HICKORY CREEK DETENTION FACILITY
ELECTRICAL
ELEMENTARY CONTROL SCHEMATICS IG. RATASKY
CPT 480/120VAC
M20 OL
L1
L2
L3
480VAC
RVSS
RUN
RVSS
RESET
RVSS
CR17
M
RVSS FAULT
TO LINE 35
BELOW
RUN TO
PLC-HCDF
RVSS FAULT RVSS RUN
OL
RESET
START STOP
CR17
COMMON
FAULT
OL
PTT
A
RESET
CR
17
ETM
PTT
G
CR38
CR
38
H AO
XOO
OOX
OOX
AUTO TO
PLC-HCDF
START/STOP
PUMP
PROTECTION
RELAY
SEAL LEAK
DETECTION
MOTOR
OVERTEMP
MOTOR
OVERTEMP
TO PLC-HCDF
TSH-100X
MSH-100X
TD
26
0-5s 1s
TD26
TD26
CR
28
CR28
CR28
HIGH DISCHARGE
PRESSURE TO
PLC-HCDF
HIGH
DISCHARGE
PRESSURE
CR
32
PSH-140X
CR32
CR32
TO PUMP
SENSORS
CR38
PTT
A
CR28 PTT
A
CR38
CR32
TD45
TD45
CR
43 RESET
TD
45
0-10 SEC 2 SEC RESET
TIMER
COMMON FAULT TO
PLC-HCDF
M
20
E-STOP
TD-0X
RVSS BYPASS
XO
OX
CR
21
PTT
W
BYPASS
PTT
W CONTROL
POWER
BYPASS MODE TO
PLC-HCDF
CR38CR21
HCDF -
RELAY PANEL
HCDF-PMP-01/02
ELEMENTARY CONTROL SCHEMATIC
HCDF-PMP-0X TSH-100X MSH-100X PSH-140X TD-0X
HCDF-PMP-01 TSH-1001 MSH-1001 PSH-1401 TD-01
HCDF-PMP-02 TSH-1002 MSH-1002 PSH-1402 TD-02
CPT 480/120VAC
L1
L2
L3
480VAC
RVSS
RUN
RVSS
RESET
RVSS
CR65
M
RVSS FAULT
TO LINE 84
RUN TO
PLC-HCDF
RVSS FAULT RVSS RUN
START STOP
CR65
COMMON
FAULT
OL
PTT
A
RESET
CR
65
ETM
PTT
G
CR87
CR
87
H AO
XOO
OOX
OOX
AUTO TO
PLC-HCDF
START/STOP
PUMP
PROTECTION
RELAY
SEAL LEAK
DETECTION
MOTOR
OVERTEMP
MOTOR
OVERTEMP
TO PLC-HCDF
TSH-100X
MSH-100X
TD
75
0-5s 1s
TD75
TD75
CR
77
CR77
CR77
HIGH DISCHARGE
PRESSURE TO
PLC-HCDF
HIGH
DISCHARGE
PRESSURE
CR
81
PSH-140X
CR81
CR81
CR87
PTT
A
CR77 PTT
A
CR87
CR81
TD95
TD95
CR
93 RESET
TD
95
0-10 SEC 2 SEC RESET
TIMER
COMMON FAULT TO
PLC-HCDF
E-STOP
TD-0X
PTT
W CONTROL
POWER
CR87
HCDF-PMP-03/04
ELEMENTARY CONTROL SCHEMATIC
HCDF-PMP-0X TSH-100X MSH-100X PSH-140X TD-0X
HCDF-PMP-03 TSH-1003 MSH-1003 PSH-1403 TD-03
HCDF-PMP-04 TSH-1004 MSH-1004 PSH-1404 TD-04
CR32 PTT
A
RVSS
FAULT
CR
35
PTT
A
TO LINE 11
ABOVE
CR43
CR43
CR35
RVSS
FAULT
CR
84
PTT
A
TO LINE 59
CR81 PTT
A
CR84
CR93
HCDF -
RELAY PANEL
START/STOP
FROM
PLC-HCDF
24 VDC
PR
47
PR47
OC
M20
RVSS OC
RVSS
OC
START/STOP
FROM
PLC-HCDF
24 VDC
PR
96
PR96
HCDF-PMP-0X
JB
TO PUMP
SENSORS
HCDF-PMP-0X
JB
NOTE 2
NOTE 2
LIC NES E D
121398
BRETT D. BUELTEL
1
2
3
4
5
6
8
7
9
11
10
12
13
14
15
16
17
18
19
20
22
21
23
24
25
26
27
28
29
31
33
32
34
35
30
36
37
38
39
40
41
43
42
44
46
45
47
48
49
50
51
52
53
54
55
57
56
58
59
60
61
62
63
64
66
68
67
69
70
65
71
72
73
74
75
76
78
77
79
81
80
82
83
84
85
86
87
88
89
90
92
91
93
94
95
96
97
98
99
101
103
102
104
105
100
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-12
HICKORY CREEK DETENTION
FACILITY
ELECTRICAL
ELEMENTARY CONTROL
SCHEMATICS II
G. RATASKY
INTRINSIC
SAFETY
BARRIER
CR
42
LSL-1400
LSH-1400
LOW LEVEL
CUTOFF
HIGH LEVEL
WET WELL CR
44
WET WELL
HIGH LEVEL
ALARM/
PUMPS ON
CR
47
HIGH LEVEL
START
COMMAND
CR42
WET WELL
LOW LEVEL
ALARM/
CUT-OUT
120VAC FROM
MPZ-HCDF
CR44
CR47
HCDF-RELAY PANEL
ELEMENTARY CONTROL SCHEMATICS
HCDF-RELAY PANEL
HIGH LEVEL
START/LOW
LEVEL CUTOUT
TO HCDF-PMP-01
TD01 TD02 TD03 TD04
HIGH LEVEL
START/LOW
LEVEL CUTOUT
TO HCDF-PMP-02
HIGH LEVEL
START/LOW
LEVEL CUTOUT
TO HCDF-PMP-03
HIGH LEVEL
START/LOW
LEVEL CUTOUT
TO HCDF-PMP-04
WET WELL LOW
LEVEL TO
PLC-HCDF
CR42
WET WELL HIGH
LEVEL ALARM
TO PLC-HCDF
CR44
RELAY PANEL SHALL BE FURNISHED
WITH A WARNING LABEL STATING
THAT MULTIPLE SOURCES OF POWER
ARE PRESENT WITHIN THE PANEL.
PTT
W
PTT
W
CR47
TD
01
1-999 SEC 1 SEC HCDF-PMP-
01 START
HCDF-PMP-
02 START
HCDF-PMP-
03 START
HCDF-PMP-
04 START
TD
02
1-999 SEC 30 SEC
TD
03
1-999 SEC 90 SEC
TD
04
1-999 SEC 999 SEC
HCDF-PMP-04
JB
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-HC-13
HICKORY CREEK DETENTION FACILITY
ELECTRICAL
CONDUIT AND WIRE SCHEDULESG. RATASKY
CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS
P-0000 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR EMPTY W/ PULLSTRING CONDUCTORS BY UTILITY COMPANY
P-0001 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR EMPTY W/ PULLSTRING SPARE
P-0002 4"UTILITY XFMR DSW-HCDF 4#350KCMIL, #3/0 GND
P-0003 4"UTILITY XFMR DSW-HCDF 4#350KCMIL, #3/0 GND
P-0004 4"UTILITY XFMR DSW-HCDF 4#350KCMIL, #3/0 GND
P-0005 4"UTILITY XFMR DSW-HCDF 4#350KCMIL, #3/0 GND
P-0006 4"UTILITY XFMR DSW-HCDF EMPTY W/ PULLSTRING SPARE
P-0007 4"DSW-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND
P-0008 4"DSW-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND
P-0009 4"DSW-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND
P-0010 4"DSW-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND
P-0011 4"DSW-HCDF MTS-HCDF EMPTY W/ PULLSTRING SPARE
P-0012 4"GEN-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND
P-0013 4"GEN-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND
P-0014 4"GEN-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND
P-0015 4"GEN-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND
P-0016 4"GEN-HCDF MTS-HCDF EMPTY W/ PULLSTRING SPARE
P-0017 4"MTS-HCDF SWBD-HCDF 3#350KCMIL, #3/0 GND
P-0018 4"MTS-HCDF SWBD-HCDF 3#350KCMIL, #3/0 GND
P-0019 4"MTS-HCDF SWBD-HCDF 3#350KCMIL, #3/0 GND
P-0020 4"MTS-HCDF SWBD-HCDF 3#350KCMIL, #3/0 GND
P-0021 4"MTS-HCDF SWBD-HCDF EMPTY W/ PULLSTRING SPARE
P-0022 3"SWBD-HCDF HCDF-PMP-01 RVSS-1 3#500KCMIL, #4GND
P-0023 4"HCDF-PMP-01 RVSS-1 HCDF-PMP-01 JB 3#500KCMIL, #4GND
P-0024 ---NOT USED
P-0025 3"SWBD-HCDF HCDF-PMP-02 RVSS-2 3#500KCMIL, #4GND
P-0026 4"HCDF-PMP-02 RVSS-2 HCDF-PMP-02 JB 3#500KCMIL, #4GND
P-0027 ---NOT USED
P-0028 3"SWBD-HCDF HCDF-PMP-03 RVSS-3 3#500KCMIL, #4GND
P-0029 4"HCDF-PMP-03 RVSS-3 HCDF-PMP-03 JB 3#500KCMIL, #4GND
P-0030 ---NOT USED
P-0031 3"SWBD-HCDF HCDF-PMP-04 RVSS-4 3#500KCMIL, #4GND
P-0032 4"HCDF-PMP-04 RVSS-4 HCDF-PMP-04 JB 3#500KCMIL, #4GND
P-0033 2"SWBD-HCDF VCP-2030 3#4, #8GND
P-0034 2"VCP-2030 EXHF-2030 3#4, #8GND
P-0035 3"SWBD-HCDF VCP-2000 3#4/0, #6GND
P-0036 4"UTILITY XFMR DSW-HCDF EMPTY W/ PULLSTRING SPARE
P-0037 2"MPZ-HCDF COMMUNICATION ANTENNA EMPTY W/ PULLSTRING SPARE; STUB UP / CAP AT ANTENNA
P-0038 1"MPZ-HCDF EQ TANK EMPTY W/ PULLSTRING SPARE; STUB UP AND CAP
P-0039 1"MPZ-HCDF EQ TANK EMPTY W/ PULLSTRING SPARE; STUB UP AND CAP
P-0040 1"SWBD-HCDF HCDF-VV-P 3#12, #12GND
P-0041 1"SWBD-HCDF HCDF-VV-P 3#12, #12GND
P-0042 1"SWBD-HCDF MPZ-HCDF 3#10, #10GND
P-0043 1"HCDF-VV-P MOV-2201 3#12, #12GND
P-0044 1"HCDF-VV-P MOV-2202 3#12, #12GND
P-0045 1"SWBD-HCDF CRANE/HOIST 3#10, #10GND VIA DSW
P-0046 1"MPZ-HCDF LIT-1400 2#12, #12GND
P-0047 1"MPZ-HCDF HCDF-RELAY PANEL 2#12, #12GND
P-0048 1"MPZ-HCDF LIT-2400 2#12, #12GND
P-0049 1"MPZ-HCDF PLC-HCDF 2#12, #12GND
P-0050 2"SWBD-HCDF EMH-HCDF-02 EMPTY W/ PULLSTRING FOR FUTURE EQ TANK
P-0051 1"MPZ-HCDF EMH-HCDF-02 EMPTY W/ PULLSTRING FOR FUTURE EQ TANK
CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS
C-0000 2"PLC-HCDF HCDF-PMP-01 RVSS-1 20#14, 14GND
C-0001 1"HCDF-PMP-01 RVSS-1 HCDF-PMP-01 JB 10#14, 14GND
C-0002 1"HCDF-PMP-01 RVSS-1 HCDF-RELAY PANEL 4#14, 14GND
C-0003 1"HCDF-PMP-01 RVSS-1 PSH-1401 4#14, 14GND
C-0004 2"PLC-HCDF HCDF-PMP-02 RVSS-2 20#14, 14GND
C-0005 1"HCDF-PMP-02 RVSS-2 HCDF-PMP-02 JB 10#14, 14GND
C-0006 1"HCDF-PMP-02 RVSS-2 PSH-1402 4#14, 14GND
C-0007 2"PLC-HCDF HCDF-PMP-03 RVSS-3 20#14, 14GND
C-0008 1"HCDF-PMP-03 RVSS-3 HCDF-PMP-03 JB 10#14, 14GND
C-0009 1"HCDF-PMP-03 RVSS-3 PSH-1403 4#14, 14GND
C-0010 2"PLC-HCDF HCDF-PMP-04 RVSS-4 20#14, 14GND
C-0011 1"HCDF-PMP-04 RVSS-4 HCDF-PMP-04 JB 10#14, 14GND
C-0012 1"HCDF-PMP-04 RVSS-4 PSH-1404 4#14, 14GND
C-0013 ---NOT USED
C-0014 ---NOT USED
C-0015 2"PLC-HCDF COMMUNICATION ANTENNA COAX CABLE
C-0016 2"PLC-HCDF VCP-2030 16#14, 14GND
C-0017 2"PLC-HCDF VCP-2000 38#14, 14GND
C-0018 1"PLC-HCDF LSHH-2400 4#14, 14GND
C-0019 1"PLC-HCDF HCDF-VV-C 18#14, 14GND
C-0020 1"HCDF-VV-C MOV-2201 12#14, #14GND
C-0021 1"HCDF-VV-C MOV-2202 6#14, 14GND
C-0022 1"PLC-HCDF EMH-HCDF-02 EMPTY W/ PULLSTRINGS FOR FUTURE EQ TANK
C-0023 1"PLC-HCDF HCDF-RELAY PANEL 6#14, #14GND
C-0024 1"HCDF-PMP-02 RVSS-2 HCDF-RELAY PANEL 4#14, #14GND
C-0025 1"HCDF-PMP-03 RVSS-3 HCDF-RELAY PANEL 4#14, #14GND
C-0026 1"HCDF-PMP-04 RVSS-4 HCDF-RELAY PANEL 4#14, #14GND
C-0027 1"HCDF-RELAY PANEL HCDF-PMP-04 JB 6#14, #14GND
C-0028 2"VCP-2030 EXHF-2030 AS REQ'D BY MFR
C-0029 1"VCP-2030 PSH-2430 AS REQ'D BY MFR
C-0030 1"PLC-HCDF EQ TANK EMPTY W/ PULLSTRINGS SPARE; STUB UP AND CAP
CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS
I-0000 2"PLC-HCDF DIVERSION STRUCTURE PE/LT-2500 2(2/C #16TSH), #14GND
I-0001 2"PLC-HCDF WETWELL LIT-1400 2(2/C #16TSH), #14GND
I-0002 2"PLC-HCDF VCP-2000 2(2/C #16TSH), #14GND
I-0003 2"PLC-HCDF HCDF-VV-I 3(2/C #16TSH), #14GND
I-0004 2"HCDF-VV-I MOV-2202 3(2/C #16TSH), #14GND
I-0005 2"PLC-HCDF DIVERSION STRUCTURE EMPTY W/ PULLSTRINGS SPARE
I-0006 2"PLC-HCDF EMH-HCDF-02 EMPTY W/ PULLSTRINGS FOR FUTURE EQ TANK
I-0007 2"PLC-HCDF LIT-2400 2(2/C #16TSH), #14GND
I-0008 2"PLC-HCDF COMMUNICATION ANTENNA EMPTY W/ PULLSTRINGS SPARE; STUB UP / CAP AT ANTENNA
I-0009 ---NOT USED
I-0010 1"LIT-1400 LE-1400 CABLE BY MFR
I-0011 1"LIT-2400 LE-2400 CABLE BY MFR
LIC NES E D
121398
BRETT D. BUELTEL
PLC-HCDF PLC-HCDF
HMI HMI
M M M M
I-HC-02
FROM TANK /
FLOW METER
12"-PD-PVC 30"-RS-DIP16"-RS-DIP
16"-RS-DIP
16"-RS-DIP
16"-RS-DIP
48"-RS-FRP
30"-RS-RCPCOMBINATION AIR
VALVE (TYPICAL)
I-HC-02
FROM NON-POTABLE
WATER LINE
HOSE
STATION
2"-NPW-DIPOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOPUMP
FAIL
IN
HAND
TYPICAL FOR PMP-02, PMP-03 AND PMP-04
HIGH
TEMP
RVSSOOOOOORUNOOOOOOSTART/
STOP
CP-01
NOTES:
1.TYPICAL FOR PMP-02, PMP-03 AND PMP-04.
2.LOW OIL LEVEL RELAY SHALL SHUTDOWN
PUMP.
3.RVSS BYPASS CONTROLS FOR PUMP NO. 1
AND PUMP NO. 2 ONLY.
4.DRAIN PUMP SHALL AUTOMATICALLY
SHUTDOWN UPON LOW LEVEL RELAY.
5.SEE ELECTRICAL DRAWINGS FOR PANEL
DETAILS.OOOOOOLEVEL
OOI-HC-02
LI-2500
30"-RS-RCP30"-RS-RCPDIVERSION
STRUCTURE
6"-NPW-PVC
12"-PD-PVCOOOOOOHIGH
PRESSURE
I-HC-02
FROM TANK
OVERFLOW
24"-PD-PVC
RELAY
PANEL
SEE
NOTE 1
6"-NPW-PVC
120/1ES
*ASTERISK IDENTIFIES FIELD INSTRUMENTS
FURNISHED BY EQUIPMENT SUPPLIEROOOOOOIN
BYPASS
SEE NOTE 3
TYP. FOR
PMP-01
AND
PMP-02
ONLY
TO TANK
I-HC-02
10"-RS-DIP
30"-RS-PVC
*
*
*
*
*
*
*
*
SEE NOTE 5
FROM PROCESS
DRAINS
6"-NPW-PVC
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
C. KOLESA
C. KOLESA
I-HC-01
HICKORY CREEK DETENTION
FACILITY
INSTRUMENTATION
PUMP STATION AND INTERCEPTOR
D. EDWARDS
PLC-HCDF PLC-HCDF
HMI HMI
FROM HCDF
PUMP STATION
TO HC
INTERCEPTOR
M
M
PROVIDED BY ODOR CONTROL SYSTEM MFR.
PROVIDED BY BOOSTER PUMP SKID MFR.
TO HCDF
PUMP STATION6"-NPW-DIP12"-PD-PVC30"-FM-DIP4"-NPW-DIP
6"-NPW-PVCEXHAUST
TO ATM.
M
24"-PD-DIPTO HCDF
PUMP STATION
FROM POTABLE
WATER SUPPLY
4"-NPW-DIP
4"-NPW-DIP
18"-FA-FRP
1
1
POSITION
COMMAND
POSITION
FEEDBACK
IN
REMOTE RUN
IN
HAND FAIL E-STOP
HIGH-HIGH
LEVEL ALARM LEVEL
START/
STOP
HIGH
PRESSURE
ALARM
3
RUN
IN
HAND FAIL E-STOP
START/
STOP
COMMON
ALARM
5
COMMON
PRESSURE
TYPICAL FOR PUMP 2020
LI-2500
1
FUNCTIONAL CONTROL DESCRIPTIONS:
MOV-2202 SHALL BE MODULATED TO ACHIEVE DESIRED
FLOW RATE WHICH IS CALCULATED USING THE LEVEL
READING OF THE INTERCEPTOR STRUCTURE (LI-2500).
1
4"-NPW-DIP4"-NPW-DIP4"-NPW-DIP6"-FA-FRPFROM PUMP
STATION
VCP-2000
8"-PW-PVC6"-NPW-PVC
1
ELECTRICAL INTERLOCKS:
BOOSTER PUMP (PMP-2010) SHALL SHUTDOWN UPON
HIGH DISCHARGE PRESSURE (PSH-2410). TYPICAL FOR
PMP-2020.
1
GENERAL NOTES:
TYPICAL WIRING ARRANGEMENT FOR PMP-2020.
BOTH PUMPS SHALL BE WIRED TO VCP-2000.
SEE SPECIFICATION SECTION 13252 FOR DETAILED LIST
OF PANEL COMPONENTS AND REQUIREMENTS.
1.
4 5
LOW
FLOW
3 4
VCP-2030
2.
SEE NOTE 2
480/3 ES
120/1ES
480/3 ES
480/3ES
HIGH
PRESSURE
ALARM
SEE NOTE 2
6"-NPW-DIP
TO PROCESS
DRAIN
16"-FA-FRP
16"-FA-FRP
HIGH
PRESSURE
ALARM
480/3 ES
1
2
CLOSE
IN
REMOTE OPEN CLOSED OPENED
LOW COMMON
DISCHARGE
PRESSURE
SEE NOTE 3
3.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
C. KOLESA
C. KOLESA
I-HC-02
HICKORY CREEK DETENTION
FACILITY
INSTRUMENTATION
STORAGE TANK, ODOR CONTROL
AND WASHDOWN SYSTEM
D. EDWARDS
1
3 4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
22
23
24
R
1
0
'
R10'
STAKING TABLE
POINT #
1
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
22
23
24
NORTHING
7121321.4394
7121331.4394
7121331.4394
7121397.1176
7121397.1176
7121382.8416
7121382.8416
7121362.0034
7121362.0034
7121331.5967
7121331.5967
7121321.6176
7121348.0343
7121395.1176
7121365.0034
7121379.8416
7121376.6400
7121369.4805
7121373.0320
7121469.5240
7121482.2867
7121388.3584
EASTING
2403670.9368
2403670.9140
2403680.9140
2403680.9140
2403739.9140
2403739.9140
2403750.0926
2403750.0926
2403739.9140
2403739.9140
2403749.9140
2403749.2677
2403698.9140
2403725.9140
2403747.0926
2403739.9140
2403766.7484
2403772.7562
2403783.6136
2403861.4650
2403872.7159
2403848.3684
DESCRIPTION
EOP
RADIUS
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
RADIUS
EOP
EOB
EOB
EOC
EOC
EOC
EOC
POWER POLE
STRUCTURE
STRUCTURE
MH
15
1"=30'-0"
30 0 30'
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
B. EDWARDS
C-PC-01
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
CIVIL
STAKING AND PAVING PLAN
J. LONDON TREATMENT PLANT ROADTREATMENT PLANT ROAD
100 YEAR FLOODPLAIN
(CORRECTED EFFECTIVE,
SEE NOTE 1)
ZONE X, N
O
B
F
E
EX GRAVEL DRIVEEX PLANT GATE
EX BUILDING
EX METER VAULT
BENCHMARK ELEVATION DESCRIPTION
B.M.1 565.53 "X" CUT ON NORTHWEST CORNER OF CONCRETE
(NOT SHOWN)STRUCTURE ON WEST SIDE OF ENTRY ROAD, 280 FT
SOUTHEAST OF ENTRY GATE TO WATER RECLAMATION
PLANT.
B.M.2 562.75 "X" CUT ON EAST CURB OF ENTRY ROAD. 150 FT EAST OF
ENTRY GATE TO WATER RECLAMATION PLANT.
NOTE:
BEARING SYSTEM FOR THIS SURVEY IS BASED ON THE STATE PLANE COORDINATE SYSTEM,
NORTH AMERICAN DATUM OF 1983 (2011), TEXAS NORTH CENTRAL ZONE 4202.
ENVIRONMENTALLY
SENSITIVE AREA 3,
SEE C-G-05
GRAVEL ACCESS DRIVE
20' SLIDING ACCESS GATE
0244400
CHAIN LINK FENCE TO
BE INSTALLED 2' FROM
EDGE OF PAVEMENT
WPF PUMP
STATION
TOC = 567.00
TRANSFORMER
ELECTRICAL EQUIPMENT PAD
59'76'27'3'2'18'14'
ENVIRONMENTALLY
SENSITIVE AREA 3,
SEE C-G-05
RESTORE SECTION OF
EXISTING ASPHALT PAVEMENT
RESTORE SECTION OF
EXISTING GRAVEL PAVEMENT
RESTORE SECTION OF
EXISTING GRAVEL PAVEMENT
SS MH
PP
DIVERSION
STRUCTURE
100 YEAR FLOODPLAIN
(CORRECTED EFFECTIVE,
SEE NOTE 1)
B.M.2
OVERHEAD ELECTRIC LINES
(BY OTHERS), SEE ELEC DRAWINGSEX GRAVEL DRIVETOTAL AREA:1.2 AC
EXIST IMPERV.0 AC
NEW IMPERV.0.13 AC
TOTAL IMPERV.0.13 AC
% IMPERV.11 %
0244400
ZONE AE,
B
F
E
5
5
9
.
0
0
NOTES:
1.100-YR FLOODPLAIN SHOWN BASED ON CORRECTED EFFECTIVE
LOCATION IN FEMA CLOMR 16-06-3314R DATED NOVEMBER 11, 2016.
LIC NES E D
113114
BRANDT N. MILLER
55
5
556
557
558
5
5
9
565564
566
567
5
6
8
565
569
554
555
556
557
558
559
560
561
562
56
3
564564
5
6
5
5
6
9
566567566555556565
566
567565560
565
565563563569
570
5
7
1
57
2
573
571
5
7
2
570569568567566570571570
NOTES:
1.100-YR FLOODPLAIN SHOWN BASED ON
CORRECTED EFFECTIVE LOCATION IN FEMA
CLOMR 16-06-3314R DATED NOVEMBER 11,
2016.
10 20'020
1"=20'-0"
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
B. EDWARDS
C-PC-02
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
CIVIL
GRADING AND EROSION CONTROL
PLAN
J. LONDON
TREATMENT PLANT ROAD
EX BUILDING
WPF
PUMP STATION
TOC=567.00
GRAVEL ACCESS DRIVE
REMOVE EXISTING TREE
POWER POLE (BY OTHERS),
SEE ELEC DRAWINGS
TRANSFORMER
ELEC EQUIPMENT PAD
SS MH
DIVERSION
STRUCTURE
CONSTRUCTION
STAGING
AREA
EX PLANT GATE
3'60'25'
REMOVE EXISTING
TREE, TYP OF 2
TREE PROTECTION FENCE, TYP
LIMITS OF DISTURBANCE, TYP
SILT FENCE, TYP
TREE PROTECTION
FENCE, TYP
MATCH-LINE, SEE LEFT
MATCH-LINE, SEE RIGHT
LIMITS OF DISTURBANCE, TYP
SILT FENCE, TYP
0227000
SECTION OF EXISTING GRAVEL
ROADWAY TO BE RESTORED
0227000
0227033
0257701
TEMPORARY SLOPE MATTING
1
C-D-04
100 YEAR FLOOD
ELEVATION (FEMA)
ENVIRONMENTALLY
SENSITIVE AREA 3,
SEE C-G-05
STABILIZED CONSTRUCTION
ENTRANCE
LIMITS OF DISTURBANCE, TYP
SILT FENCE, TYP
0227000
ENVIRONMENTALLY
SENSITIVE AREA 3,
SEE C-G-05
100 YEAR FLOODPLAIN
(CORRECTED EFFECTIVE,
SEE NOTE 1)
EX METER VAULT
15'EX GRAVEL DRIVEEX G
R
A
V
E
L
D
RI
V
E
ZONE X, N
O
B
F
E
ZONE AE,
B
F
E
5
5
9
.
0
0
LIC NES E D
113114
BRANDT N. MILLER
535
540
545
550
555
560
565
570
-0+50 0+00 1+00 2+00 2+50
WEST PEAK FLOW
PUMP STATION
SEE M-PC-01
42"-RS-FRP @ 0.24% SLOPE 42"-RS-FRP @ 0.24% SLOPEFL 42" OUT: 538.80 (W)FL 42" IN: 539.00 (N)STA 1+22.45RIM: 559.34SSMH 1FL EX 42" OUT: 539.19 (E)SEE NOTE 3FL EX 42" IN: 539.19 (W)RIM: 555.50DIVERSION STRUCTUREEX GROUND
OVER CL OF PIPE
NEW GRADE
OVER CL OF PIPE
STA 0+00.00
FL 538.50 @
WEST PEAK FLOW
PUMP STATION WALL
STA 2+04.56
FL 539.19 @
DIVERSION
STRUCTURE WALL
205 LF 42" FIBERGLASS REINFORCED PIPE (ASTM D3262) BY OPEN CUT
DUCT BANK
55
5
556
557
558
5
5
9
565564
566
567
5
6
8
565
555
556
557
558
559
560
561
562
56
3
564564
5
6
5
5
6
9 567566565
566
567565560
565
5655635630+00
1+00 2+00STA 1+22.45
SSMH 1 (6' ∅)
W/ WATERTIGHT COVER
N: 7121388.36
E: 2403848.3742"-RS-FRP36" FORCE MAIN
SEE DWG C-PC-04
FOR PLAN & PROFILE
LIMITS OF
DISTURBANCE, TYP
40'27'TRANSFORMER
ELEC EQUIPMENT PAD
42"-RS-FRP
DIVERSION STRUCTURE
SEE S-PC-03
100 YEAR FLOODPLAIN
(CORRECTED EFFECTIVE,
SEE NOTE 1)
ENVIRONMENTALLY
SENSITIVE AREA 3,
SEE C-G-05
ZONE
X
,
N
O
B
F
E
ZONE
A
E
,
B
F
E
5
5
9
.
0
0
6"-NPW-PVC
SEE NOTE 5
STA 0+34.32
6" 90° HORIZ BEND
N 7121382.84
E 2403760.24
3+520+00
1+002+00 3+00
WEST PEAK FLOW
PUMP STATION
STA 1+67.23
6" 90° HORIZ BEND
N 7121249.94
E 2403760.24
STA 3+06.43
6" 45° HORIZ BEND
N 7121249.94
E 2403899.44
STA 3+44.99
6" 45° HORIZ BEND
N 7121277.21
E 2403926.71
STA 0+00.00
CONNECTION
AT PS WALL
N 7121382.84
E 2403725.91
FL 560.50
CONNECTION AT REUSE
METER VAULT SEE DETAIL
DUCT BANK, TYP
SEE DWG E-PC-01
5'5'20'20'
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-PC-03
PECAN CREEK WRP WEST
PEAK FLOW PUMP STATION
CIVIL
GRAVITY DIVERSION PIPELINE
PLAN AND PROFILE
J. LONDON
NOTES:
1.CONCRETE ENCASEMENT SHALL EXTEND 5 FEET
PAST THE LIMITS OF THE ROAD.
2.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT
EVERY VERTICAL AND HORIZONTAL BEND. SEE
C-D-01 AND C-D-02 FOR DETAILS.
3.CONTRACTOR SHALL VERIFY FLOW LINE
ELEVATIONS PRIOR TO CONSTRUCTION.
4.100-YR FLOODPLAIN SHOWN BASED ON
CORRECTED EFFECTIVE LOCATION IN FEMA CLOMR
16-06-3314R DATED NOVEMBER 11, 2016.
5.CONTRACTOR TO INSTALL THE 6"-NPW-PVC WITH
MINIMUM 4 FT COVER AND PROVIDE 12" MINIMUM
CLEARANCE AT ALL CROSSINGS WITH EXISTING
UTILITIES. CONTRACTOR TO INSTALL THE
6"-NPW-PVC UNDER THE NEW DUCT BANKS,
PROVIDING VERTICAL BENDS IF REQUIRED, AND
MAINTAINING 12" CLEARANCE.
0
VERTICAL SCALE: 1"=5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'
18"-NPW-ABS
18"-NPW-DIP
18"-NPW-ABS
1 1/2"-NPW-DIP
18"x6" TAPPING SLEEVE
6"-NPW-PVS
PIPE SUPPORT (TYP)
2'-0"
SEE CIVIL SHEETS
FOR CONTINUATION
WALL THIMBLE
1509402
1509209R
1/2" = 1'-0"
REUSE METER VAULT PLAN
LIC NES E D
113114
BRANDT N. MILLER
535
540
545
550
555
560
565
570
575
580
-0+50 0+00 1+00 2+00 3+00 4+00 5+00
EX GROUND
OVER CL OF PIPE
NEW GRADE
OVER CL OF PIPE
STA 4+28.5342"x36" TAPPING SADDLE& 36" PLUG VALVESTA 1+69.4436" 45° HORIZ BENDSTA 1+69.4436" 45° HORIZ BENDSTA 0+06.2136" 45° HORIZ BENDSTA 0+00.00
CONNECT TO 36"-RS-DIP
AT PUMP STATION
(TRANSITION TO PVC PIPE)
FL 552.2±
36"-RS-DIP
SEE DWG M-PC-01
STA 4+20.4436" 45° HORIZ BENDCENTER PIPE JOINT
ON CONC ENCASEMENT
24" MIN
CONNECT TO EX
42"-RS-RCP
FL ELEV 563.20±
SEE NOTE 3
CENTER PIPE JOINT
ON CONC ENCASEMENT
STA 0+14.4036" 45° HORIZ BEND36"-RS-PVC
@
2
.
6
8
%
S
L
O
P
E
429 LF 36" PVC (C900 DR18) BY OPEN CUTFL 554.85FL 557.54FL 560.22FL 562.90555556557558559565564566567568565
569567566
555
556 565566567565
560565565
563
563
0+00
1+00
36"-RS-PVC 20'20'CONC ENCASMENT
SEE NOTE 1
WEST PEAK FLOW
PUMP STATION
LIMITS OF
DISTURBANCE, TYP
TRANSFORMER
ELEC EQUIPMENT PAD
STA 0+14.40
36" 45° HORIZ BEND
N: 7121344.83
E: 2403746.41
STA 0+00.00
CONNECT TO
36"x12" TEE
SEE M-PC-014"-PW-PVC
SEE C-PC-03
42"-RS-FRP
SEE C-PC-03
MH
ENVIRONMENTALLY
SENSITIVE AREA 3,
SEE C-G-05
ZON
E
X,
N
O
B
F
E
ZON
E
A
E,
B
F
E
5
5
9.
0
0
100 YEAR FLOODPLAIN
(CORRECTED EFFECTIVE,
SEE NOTE 1)
6"-NPW-PVC
SEE C-PC-03
STA 0+06.21
36" 45° HORIZ BEND
N: 7121350.62
E: 2403740.62
DUCT BANK, TYP 565566567568565
569570571
572
573
571
572
570
569
57
1
568568
567
5
6
6
569
569
568
567
566
570
571570
5
6
6
565
566
5671
+
0
0
2+00 3+00 4+00
STA 1+69.44
36" 45° HORIZ BEND
N: 7121189.79
E: 2403746.41
3
6
"
-
R
S
-
P
V
C
36"-RS-PVC
STA 4+28.53
42"x36" TAPPING SADDLE
& 36" PLUG VALVE
N: 7121002.34
E: 2403921.70
LIMITS OF
DISTURBANCE, TYP
STA 4+20.44
36" 45° HORIZ BEND
N: 7121002.58
E: 2403913.61
CONC ENCASEMENT
SEE NOTE 120'20'20'20'C
O
N
C
E
N
C
A
S
M
E
N
T
S
E
E
N
O
T
E
1
LI
M
I
T
S
O
F
D
I
S
T
U
R
B
A
N
C
E
,
T
Y
P
STA 0+14.40
36" 45° HORIZ BEND
N: 7121344.83
E: 2403746.41
42"-RS-RCP
6
"
-
N
PW
-
P
V
C
S
E
E
C
-
P
C
-
0
3
D
U
C
T
B
A
N
K
,
T
Y
P
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-PC-04
PECAN CREEK WRP WEST
PEAK FLOW PUMP STATION
CIVIL
FORCE MAIN PIPELINE
PLAN AND PROFILE
J. LONDON
MATC
H LINE STA 1
+50, THIS S
HEET
MATCH LINE STA 1+50, THIS SHEETNOTES:
1.CONCRETE ENCASEMENT SHALL EXTEND 5 FEET
PAST THE LIMITS OF THE ROAD.
2.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT
EVERY VERTICAL AND HORIZONTAL BEND. SEE
C-D-01 AND C-D-02 FOR DETAILS.
3.CONTRACTOR SHALL VERIFY FLOW LINE
ELEVATIONS PRIOR TO CONSTRUCTION.
4.4.100-YR FLOODPLAIN SHOWN BASED ON
CORRECTED EFFECTIVE LOCATION IN FEMA CLOMR
16-06-3314R DATED NOVEMBER 11, 2016.
5.BOLLARDS SHALL BE INSTALLED APPROXIMATELY
3'-0" FROM THE VALVE ACTUATOR.
0
VERTICAL SCALE: 1"=5'
05 5
HORIZONTAL SCALE: 1" = 30'
30 15 30'
BOLLARD TYPE 1, TYP OF 4,
SEE NOTE 5
0245100
LIC NES E D
113114
BRANDT N. MILLER
F. POWELL
K. GRISSOM
S-PC-01
PECAN CREEK WRP WEST PEAK FLOW
PUMP STATION
STRUCTURAL
PUMP STATION - PLANS
C. PHILLIPS
BOTTOM PLAN
1/4" = 1'-0"
TOP PLAN
1/4" = 1'-0"
S-PC-02
APLANT NORTHPLANT NORTH27'-0"24'-0"1" EXP JTMATL23'-0"18"
TYP
SLOPESLOPEIF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM3'-0"3'-0"8'-11"7'-6"8'-11"2'-6"2'-6"28'-0"
2'-6"
3'-0"3'-0"6'-1"18"TYP23'-0"2'-6"
S-PC-02
ATYP
INTERMEDIATE PLAN
1/4" = 1'-0"SLOPEFILL HPT
531.83
23'-0"
28'-0"21'-0"22"4'-6"12"26'-0"2'-2"
TYP
3'-8"
TYP
2'-8"
TYP
TOW 542.00PLANT NORTH2'-6"2'-6"2'-6"2'-6"FILL EL
533.92, TYP
HPT 567.00
HPT 567.00
S-PC-02
A
S-PC-02
A
S-PC-02
A
18"
TYP
MONORAIL SUPPORT
FRAME COL BY MANF,
TYP
6'-0" MONORAIL
HOOK EXTENTS
9"TYPS-PC-02
B
TYP
AL ACCESS DOOR,
TYP
35"
8"
TYP
6'-5"
TYP
8", TYP
8"
TYP SLOPE7'-2"0'-0" MONORAIL
HOOK EXTENTS
18"AL CHECKERED
PL, TYP
PIPE PENETRATION,
TYP
27'-0"26'-0"21'-0"4'-0"
TYP
7'-6"
TYP
FILL HPT 536.75
FILL 531.83, TYP
x EL 530.00
2'-8"2'-3"S-PC-02
A
14"
TYP
*2'-10"4
S-PC-02
TYP
21"VARIES VARIES
21"21"21"11"17"C8X5.82 ALC8X5.82 ALC8X5.82 AL
C8X5.82 AL
I10X10.3 AL
PIPE PENETRATION
(PIPE DIA + 1")
1/4" AL CHECKERED PL
AL ACCESS DOOR
TYP
AL FRAMING CONNECTION
0513100
TYP
AL BEAM TO CONC
CONNECTION
0513000
L3X3X1/4 AL EMBED
(4 SIDES)
SPLIT CHECKERED PL JT
W/ JT SEALANT
DETAIL 2
S-PC-011/2" = 1'-0"
DETAIL 3
S-PC-021 1/2" = 1'-0"
I10 AL
AL ACCESS DOOR
1"X1/4"X4" ANCHOR LUG @16"
OC, MIN TWO EACH SIDE
AL CHECKERED PL DRILL AND TAP FOR 3/8"ØX5/8"
LG SST FLAT HEAD MACHINE
SCREW @12", TYP ALL SIDES
C8 AL
3/8"Ø SST
COUNTERSUNK NUT
AND BOLT @12", TYP
CONC BEAM CONC WALL
L3X3X1/4 AL EMBEDDED
ANGLE
TYP2
S-PC-01
TYP
CRADLE PIPE SUPPORT
0331601
12"
6'-0"5'-10"6'-0"
TYP
8"20"
TYP
12"SLOPELPT 566.83
LPT 566.92
SLOPES-PC-02
E
S-PC-02
F
TYP
DETAIL 5
S-PC-023" = 1'-0"
1/4" AL CHECKERED PL
FLUSH WITH SURFACE
ANCHOR LUG @18" OC
MIN TWO EACH SIDE
EXTRUDED AL FRAME 4'-2"CONC BEAM
WITHIN SLAB, TYP
LIC NES E D
109383
FREDRICK P. POWELL
EL 542.00
EL 536.67
EL 555.00
EL 530.00
EL 566.92
EL 531.00
EL 556.50EL 556.50
EL 564.50
EL 564.42
F. POWELL
K. GRISSOM
S-PC-02
PECAN CREEK WRP WEST PEAK FLOW
PUMP STATION
STRUCTURAL
PUMP STATION - SECTIONS, DETAILS
AND BEAM SCHEDULE
C. PHILLIPS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
SECTION
S-PC-01
A
1/4" = 1'-0"
SUBGRADE COMPACTED
PER SPECIFICATIONS
6" MIN CHICO STONE
1" EXP JT MATL
2'-0"
TYP
1'-6""
TYP18"FILL HPT 531.83
HPT 536.75
EL 531.8310°12"NOTES:
1.MONORAIL SUPPORT FRAME LATERAL LOAD RESISTING SYSTEM
SHALL BE DESIGNED IN ACCORDANCE WITH SPECIFICATION 14600.
NO BRACING SHALL BE LOCATED BELOW ELEVATION 574.67 AND NO
BRACING SHALL BE LOCATED ON THE WEST SIDE OF THE SUPPORT
FRAME TO ALLOW PUMP REMOVAL. CALCULATIONS FOR THE
MONORAIL AND SUPPORT FRAME SHALL BE SIGNED AND SEALED BY
A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE
OF TEXAS.
2.EXCAVATION INTO SHALE WILL BE NECESSARY FOR CONSTRUCTION
OF PUMP STATION. FOR ILLUSTRATIVE PURPOSES ROCK EXCAVATION
IS SHOWN AS A VERTICAL CUT. CONTRACTOR IS EXCLUSIVELY
RESPONSIBLE FOR DETERMINING MEANS FOR EXCAVATION AND
SUPPORT. CONTRACTOR SHALL SUBMIT PROPOSED MEANS OF
EXCAVATION TO ENGINEER FOR APPROVAL. IF SHORING SYSTEM OR
EXCAVATION SUPPORT SYSTEM IS NECESSARY FOR EXCAVATION,
DESIGN OF SYSTEM IS EXCLUSIVELY THE RESPONSIBILITY OF THE
CONTRACTOR. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND
STRUCTURAL CALCULATIONS ON ANY EXCAVATION SUPPORT
SYSTEM, BOTH SEALED BY A PROFESSIONAL ENGINEER CURRENTLY
REGISTERED IN THE STATE OF TEXAS.
3.FOR CONCRETE BEAMS SEE STANDARD DETAIL 0331801.
4.MONORAIL SUPPORT SHALL INCLUDE A 6'-0" SQ HOIST COVER
2'-6"#9@8"
EW, T&B
#9@8" EF,
EF, TYP
#7@8" EF,
EF, TYP
#6@8"
EW, T&B
#6@8" TYP
#9 DWLS @8" EF, TYP
ON-SITE CLAY, SEE
NOTE F-11/G-S-07
12" MIN CHICO STONE
RECONSTRUCTED-PREPARED
SUBGRADE, SEE NOTES ON G-S-07
#5@8"
EF, EW
#5@8"
EW, T&B 3'-1"MONORAIL SUPPORT FRAME,
SEE NOTE 1
#4@8" EW
HIGH HOOK
EL 583.00
DETAIL 1
S-PC-023/4" = 1'-0"
SEE SECT
A/S-PC-02
FOR REINF 14"12"3'-1"11"x1" CONT NEOPRENE
PAD, DUROMETER
HARDNESS = 50 W/ ADH
3-#7 BARS
#7 CONT
ANCHOR BAR
#4 TIES @4"
#7@8"
1
S-PC-02
SECTION A-A
1/S-PC-02
AA
18"12"
2'-6"
SECTION
S-PC-01
B
3/4" = 1'-0"
#4 STIRRUPS
FILL LPT 530.00
AL ACCESS DOOR,
TYP
MONORAIL SUPPORT
FRAME BRACING NOT
SHOWN, SEE NOTE 1
AL ACCESS DOOR
TOP OF ROCK APPROX
EL 540.00, SEE NOTE 2
EXCAVATION SUPPORT
SYSTEM BY CONTRACTOR
IF NECESSARY, SEE NOTE 2
BACKFILL IN CONFINED
AREAS W/ #57 STONE, TYP
6" CONC MUD SLAB
AL CHECKERED PL
I10X10.3
12"
SELECT FILL
ON-SITE MOISTURE
CONDITIONED
FILL, UNO
SELECT FILL
ON-SITE MOISTURE
CONDITIONED
FILL, UNO
#7@8"
3
S-PC-01
FOR REINF, SEE
SECT A/S-PC-02
FOR REINF, SEE
SECT A/S-PC-02
ANCHOR LUG@16" OC,
MIN TWO EACH SIDE, TYP
DRILL AND TAP FOR 3/8"ØX5/8"
LG SST FLAT HEAD MACHINE
SCREW @12", TYP ALL SIDES
L3X3X1/4 AL EMBEDDED
ANGLE, TYP
2'-6"SKIN REINF, SEE
STD DET 0331801 30"4"2"#3
#3 ADHESIVE
DWLS @8"
2"
TYP
2"
A
A
SECTION A-A
4/S-PC-02
#3 ADHESIVE
DWL
#3
ROUGHEN SLAB TO
1/4" AMPLITUDE
AND APPLY EPOXY
BONDING AGENTDETAIL4
S-PC-011" = 1'-0"
#3@8"
EW
#4 TIES @4"
TYP WALL
REINF, TYP
#7@8"24"8"TYP8"TYP8"TYPSECTION
S-PC-01
E
3/4" = 1'-0"
SECTION
S-PC-01
F
1/2" = 1'-0"6"12"VARIES#7@8"
EW, T&B
SEE SECT
A/S-PC-02
FOR REINF
SEE SECT A/S-PC-02
FOR REINF
2" SEAT 20"#4 STIRRUPS @8"
3-#8 BARS, T&B
CONC BEAM
2X4-#8 BARS
2X4-#8 BARS
CONC BEAM SEE SECT
B/S-PC-02 FOR REINF SEE SECT
A/S-PC-02
FOR REINF
#4@8"
EW, TYPCHECKERED PL
3/8" AL, TYP
5
S-PC-01
TYP
CONC FILL
HOIST COVER BY
MANF, SEE NOTE 4
6'-0" SQ*12"4"4"
LIC NES E D
109383
FREDRICK P. POWELL
EL 538.67
EL 555.50
EL 541.17
EL 542.69
EL 539.19,
F. POWELL
K. GRISSOM
S-PC-03
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
STRUCTURAL
DIVERSION STRUCTURE - PLANS
AND SECTION
C. PHILLIPS
NOTES:
1.MATCH CONCRETE FILL ELEVATION TO EXISTING
PIPE INVERT.
2.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
SUPPORT AND WATERTIGHTNESS OF THE EXISTING
PIPELINE UNTIL THE DIVERSION STRUCTURE
CONCRETE HAS OBTAINED DESIGN STRENGTH AND
THE PIPE IS CUT WITHIN THE DIVERSION
STRUCTURE.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
BOTTOM PLAN
1/2" = 1'-0"PLANT NORTH8'-4"6'-0"x EL 539.19
14'-10"
4'-6"12"3'-0"12"3'-0"
TOP PLAN
1/2" = 1'-0"8'-4"32"Ø MH COVER, SEE
DWG C-D-01, TYPPLANT NORTHSECTION
S-PC-03
C
1/2" = 1'-0"
S-PC-03
C
S-PC-03
C
S-PC-03
C
6" MIN CHICO STONE
SUBGRADE COMPACTED
PER SPECIFICATIONS
32"Ø MH COVER, TYP
2"8"4"8"16"12"12"
14"14"12"14"12"14"
12"
#6@8" EF,
EW, TYP
#6 DWLS @8"
EF, TYP
#5@8"
EF, EW
#6@8"
EF, EW
#5@8" EF,
T&B, TYP
2'-9"S-PC-03
C
x EL 555.50
14'-10"
2'-8"2'-8"
#6@8"
EW, T&B
x EL 539.19 x EL 538.67CLASS B CONC
FILL, TYP
CLASS B
CONC FILL
1517405
V-NOTCH EFFLUENT
WEIR PLATE
SEE NOTE 1
6" CONC MUD SLAB
2'-4"2'-2"EXPANDING
RUBBER WS ALL
AROUND EX PIPE,
SEE NOTE 2, TYP
GOOSENECK VENT, SEE
DETAIL 2/M-D-10
DUCT PENETRATION,
SEE DETAIL 1589211
LIC NES E D
109383
FREDRICK P. POWELL
EL 566.67
F. POWELL
K. GRISSOM
S-PC-04
PECAN CREEK WRP WEST PEAK FLOW
PUMP STATION
STRUCTURAL
ELECTRICAL CANOPY - PLAN AND
SECTION
C. PHILLIPS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
PLAN
1/2" = 1'-0"PLANT NORTH12"7'-10"12"3'-0"3'-3"3'-3"3'-0"12'-6"25'-6" (COORDINATE W/ ELEC EQPT MFR)
ELEC EQPT CANOPY
ABOVE, SEE NOTE 1
SLOPE@ 1%SLOPE@ 1%S-PC-04
D
S-PC-04
D
7'-10"7'-10"
SECTION
S-PC-04
D
1/2" = 1'-0"12"MIN8'-4"ELEC EQPT CANOPY,
SEE NOTE 1
12" CHICO STONE
SUBGRADE COMPACTED
PER SPECIFICATIONS
TYP0245000
CONC WALKWAY
#6@8"
EW, T&B
RECONSTRUCTED-PREPARED
SUBGRADE, SEE NOTES ON G-S-07
NOTES:
1.ELECTRICAL EQUIPMENT CANOPY TO BE EXTRUDED
ALUMINUM (6063 T-6) CANOPY WITH A CLEAR
ANONDIZED FINISH AS MANUFACTURED BY DITTMER
ARCHITECTURAL ALUMINUM OR EQUAL. SYSTEM
SHALL CONSIST OF HELIC-ARC WELDED ONE-PIECE
RIGID STRUCTURAL BENTS WITH BASE PLATES,
BEAMS, DECKING, FASCIA, ACCESSORIES AND
HARDWARE TO PROVIDE A COMPLETE SYSTEM.
WATER SHALL DRAIN THROUGH COLUMNS AND OUT
WEEPS. CANOPY STRUCTURE SHALL BE DESIGNED IN
ACCORDANCE WITH THE STATE OF TEXAS BUILDING
CODE AND WITH LOADS SHOWN ON G-S-06. CANOPY
TO BE DESIGNED FOR THERMAL EXPANSION AND
CONTRACTION. INSTALL CANOPY IN STRICT
ACCORDANCE WITH THE MANUFACTURERS WRITTEN
INSTRUCTIONS AND RECOMMENDATIONS.
COORDINATE CANOPY DIMENSIONS WITH
ELECTRICAL EQUIPMENT MANUFACTURER.
LIC NES E D
109383
FREDRICK P. POWELL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-PC-01
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
MECHANICAL
PUMP STATION - PLANS
D. NAILOR
PUMP STATION TOP PLAN
WPF-PMP-01
4'-0"7'-6"7'-6"4'-0"5'-4" ±42"-RS-FRP
11'-8"13'-6"5'-6" ±6" TANGENTIAL OUTLET
36" PLUG VALVE (TYP)
36" CHECK VALVE (TYP)
36" HARNESSED FLANGED
ADAPTER (TYP)
1516402
36" x 24" REDUCING TEE
(TYP)
M-PC-02
A
14" PLUG VALVE (TYP)
36"-RS-DIP
14"-PD-DIP
1509211
PIPE PENETRATION
36" 90° ELBOW
14" FLEX COUPLING
36" FLEX COUPLING (TYP)
36" BLIND FLANGE
PIPE SUPPORT (TYP)36" 90° ELBOW
36"-RS-DIP
PIPE PENETRATION
PUMP STATION LOWER PLAN
PIPE SUPPORT (TYP)
4" PLUG VALVE
6"-NPW-PVC SEE CIVIL
DWGS FOR CONTINUATION
6" PLUG VALVE, SEE W601 ON SHEET C-D-01
36" SLEEVE TYPE COUPLING
36"-RS-PVC, SEE CIVIL SHEETS
FOR CONTINUATION
WPF-PMP-02 WPF-PMP-03
6"-PD-DIP
PSH/PI-3402
PSH/PI-3401
PSH/PI-3403
0331601 3'-2"14" TANGENTIAL OUTLET
6" SLEEVE TYPE COUPLING
3'-3"
6" 45° ELBOW (TYP)
6" COMBINATION AIR VALVE
(TYP)3'-0"3
M-D-10 1'-0"3'-0"3'-3"
6" GOOSENECK VENT
6"x4" REDUCER
2
M-D-10
NOTES:
1.PIPING SYSTEM IS DRAWN AS FLANGED DIP ON
ALL MECHANICAL SHEETS. STEEL PIPE WITH
GROOVED COUPLINGS IS ACCEPTABLE PER THE
SPECIFICATIONS.
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-PC-02
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
MECHANICAL
PUMP STATION - SECTIONS AND
DETAILS
D. NAILOR
SECTION
INV EL 538.50
36"-RS-DIP
20" x 36" REDUCER (TYP)
1516402
36" PLUG VALVE (TYP)
36"-RS-DIP
CRADLE PIPE SUPPORT (TYP)
0331601
36" CHECK VALVE (TYP)
36" HARNESSED FLANGED
ADAPTOR (TYP)
WPF-PMP-03
CL EL 570.5014"-RS-DIP
EL 567.00
36" FLEX COUPLING
EL 546.00
CL EL 562.00
6"-PD-DIP
EL 530.00
CL EL 569.33
1'-8"
36" 22.5° BENDS (TYP)
FABRICATED PIPE SUPPORT (TYP)
CL 556.00
EL 548.00
EL 540.6
CL 564.00
CL 532.50
LWS EL 538.50
PSH/PI-3401 (TYP)
4"-NPW-PVC
1769801
6" COMBINATION
AIR VALVE (TYP)
36" 90 DEG BEND
CL EL 560.00
1509409
HWS EL 542.00
LIC NES E D
113114
BRANDT N. MILLER
PLANT NORTHIF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-PC-01
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
ELECTRICAL
OVERALL SITE PLAN
G. RATASKY
TREATMENT PLANT ROAD
016'5
1.APPROXIMATE LOCATION OF OVERHEAD ELECTRIC
LINES AND UTILITY SERVICE DROP POLE.
COORDINATE EXACT LOCATION WITH DENTON
MUNICIPAL ELECTRIC (DME). REFERENCE SECTION
16000 FOR ADDITIONAL INFORMATION REGARDING
DELINEATION OF SCOPE OF SUPPLY AND
COORDINATION WITH SERVING UTILITY.
2.UTILITY TRANSFORMER AND UTILITY METER BY DME.
REFERENCE SECTION 16000 FOR ADDITIONAL
INFORMATION REGARDING DELINEATION OF SCOPE OF
SUPPLY AND COORDINATION WITH SERVING UTILITY.
CONTRACTOR SHALL FURNISH AND INSTALL
TRANSFORMER PAD AND PRIMARY DUCTBANKS PER
DME REQUIREMENTS.
3.INTERCEPT EXISTING OVERHEAD LINE ON WEST SIDE
OF EXISTING ROADWAY. COORDINATE WITH SERVING
UTILITY FOR EXACT LOCATION.
4.CONTRACTOR SHALL FURNISH AND INSTALL SITE
LIGHTING AS SHOWN. TYPE 'HL7' LIGHT FIXTURES
SHALL BE POLE MOUNTED 12'-0" AFG AND SUPPLIED
FROM MPZ-WPF, CKT. No.2. CONTRACTOR NOTE
CONDUIT AND WIRE IS NOT INCLUDED IN THE
DUCTBANK SCHEDULE. CONTRACTOR SHALL FURNISH
AND INSTALL THE SITE LIGHTING RACEWAY SYSTEMS
IN ACCORDANCE WITH GOOD INSTALLATION
PRACTICES AND AS DIRECTED BY THE ENGINEER.
5.FURNISH AND INSTALL A GROUNDING LOOP AROUND
THE ANTENNA POLE. GROUND LOOP SHALL BE #4/0
BARE COPPER CONDUCTOR, BURIED 30" DEEP, A
MINIMUM OF 3' FROM THE POLE. FURNISH AND
INSTALL (1) GROUND ROD TEST WELL PER STD.
DETAIL 1617001. TIE GROUND LOOP INTO THE
ELECTRICAL EQUIPMENT PAD GROUND LOOP AND
ANTENNA POLE. FURNISH AND INSTALL LIGHTNING
PROTECTION SYSTEM PER 16670 FOR THE ANTENNA
MAST.
6.CONTRACTOR SHALL STUB UP AND CAP SPARE
CONDUIT 6" FROM ANTENNA POLE.
7.SOME SPACE BETWEEN THE TWO PARTIAL SITE PLANS
HAS BEEN OMITTED FOR CLARITY. DISTANCE BETWEEN
EHH-WPF-01 AND EHH-WPF-02 IS APPROX. 100'.
8.DUCTBANKS DB-06, DB-07, DB-08, AND DB-09 SHALL
BE DIRECT BURY CONDUITS. CONDUITS SHALL BE
BURIED WITH A MINIMUM OF 36" OF COVER.
9.SEE DRAWING E-HC-04 FOR PULLBOX DETAIL. A
SEPARATION BARRIER SHALL BE INSTALLED IN
PULLBOX TO SEPARATE POWER AND CONTROL
CIRCUITS.
10.NEW NPW PIPE NOT SHOWN FOR CLARITY. REFERENCE
SITE CIVIL DRAWINGS FOR DETAILS.
UTILITY
TRANSFORMER AND
METER, SEE NOTE 2
UTILITY SERVICE
DROP (BY OTHERS),
SEE NOTE 1
ELECTRICAL
EQUIPMENT PAD,
SEE E-PC-04
0 157.5
SCALE: 1" = 15'
15
100 YEAR
FLOOD
ELEVATION
LIMITS OF
DISTURBANCE
GRAVEL ACCESS DRIVE
SCALE: 1"=15'
PARTIAL PLAN
DB-03 P-1023 4"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB
P-1026 4"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB
P-1029 4"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB
P-1032 1"SWBD-WPF CRANE/HOIST
P-1036 1"MPZ-WPF LIT-3400
P-1038 2"MPZ-WPF COMMUNICATION ANTENNA
C-1001 1"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB
C-1003 1"WPF-PMP-01 RVSS-1 PSH-3401
C-1005 1"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB
C-1006 1"WPF-PMP-02 RVSS-2 PSH-3402
C-1008 1"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB
C-1009 1"WPF-PMP-03 RVSS-3 PSH-3403
C-1010 2"PLC-WPF COMMUNICATION ANTENNA
C-1020 1"WPF-RELAY PANEL WPF-PMP-03 JB
I-1001 2"PLC-WPF WETWELL LIT-3400
I-1003 2"PLC-WPF COMMUNICATION ANTENNA
DB-04 P-1038 2"MPZ-WPF COMMUNICATION ANTENNA
C-1010 2"PLC-WPF COMMUNICATION ANTENNA
I-1003 2"PLC-WPF COMMUNICATION ANTENNA
DB-05 P-1023 4"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB
P-1026 4"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB
P-1029 4"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB
P-1032 1"SWBD-WPF CRANE/HOIST
P-1036 1"MPZ-WPF LIT-3400
C-1001 1"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB
C-1003 1"WPF-PMP-01 RVSS-1 PSH-3401
C-1005 1"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB
C-1006 1"WPF-PMP-02 RVSS-2 PSH-3402
C-1008 1"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB
C-1009 1"WPF-PMP-03 RVSS-3 PSH-3403
C-1020 1"WPF-RELAY PANEL WPF-PMP-03 JB
I-1001 2"PLC-WPF WETWELL LIT-3400
DB-06 P-1030 1"SWBD-WPF MOV-3210
(NTOE 8)C-1012 1"PLC-WPF MOV-3210
DB-07 P-1030 1"SWBD-WPF MOV-3210
(NTOE 8)C-1012 1"PLC-WPF MOV-3210
DB-08 P-1030 1"SWBD-WPF MOV-3210
(NTOE 8)C-1012 1"PLC-WPF MOV-3210
DB-09 P-1030 1"SWBD-WPF MOV-3210
(NTOE 8)C-1012 1"PLC-WPF MOV-3210
DB-10 C-1003 1"WPF-PMP-01 RVSS-1 PSH-3401
C-1006 1"WPF-PMP-02 RVSS-2 PSH-3402
C-1009 1"WPF-PMP-03 RVSS-3 PSH-3403
DB
01
DB
02
DB
03
NOTE 3
WEST PEAK FLOW
PUMP STATION
(SEE E-PC-02 AND
E-PC-03)
OVERHEAD ELECTRIC LINES AND
POLE (BY OTHERS), SEE NOTE 1
COMMUNICATION ANTENNA,
SEE NOTES 5 AND 6
DB
04
SEE NOTE 4, TYP.
DB
05
SEE DETAIL ON RIGHT FOR CONTINUATION,
SEE NOTE 7
SCALE: 1"=15'
PARTIAL PLANPLANT NORTHCONTINUATION FROM LEFT,
SEE NOTE 7
EHH-WPF-02
EHH-WPF-03
EHH-WPF-01
DB
06
DB
07
DB
08
DB
09
NOTE 8
NOTE 8
NOTE 8
NOTE 8
MOV-3210
DB
10
DUCTBANK
NUMBER CONDUIT SIZE FROM TO
DB-01 P-1000 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR
P-1001 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR
DB-02 P-1002 4"UTILITY XFMR DSW-WPF
P-1003 4"UTILITY XFMR DSW-WPF
P-1004 4"UTILITY XFMR DSW-WPF
P-1005 4"UTILITY XFMR DSW-WPF
P-1006 4"UTILITY XFMR DSW-WPF
DUCTBANK
NUMBER CONDUIT SIZE FROM TO
WPF-PB,
SEE NOTE 9
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-PC-02
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
ELECTRICAL
PUMP STATION - AREA
CLASSIFICATION
G. RATASKY PLANT NORTHPLANT NORTHA
1/4" = 1'-0"
.')'0&
WASTEWATER PUMPING STATION WET
WELLS:
CLASS I, DIV. 1, GROUP D.
SPACE CLASSIFIED PER NFPA 820-2016 EDITION,
TABLE 4.2.2, ROW 16a.
CLASS I, DIVISION 1 AREAS:
x ENTIRE ENCLOSED WET WELL.
x 3'-0" ENVELOPE AROUND ALL COMBINATION
AIR VALVE OPENINGS.
CLASS I, DIVISION 2 AREAS:
x ENVELOPE 18" ABOVE TOP SLAB OF STRUCTURE
EXTENDING 3'-0" IN ALL DIRECTIONS FROM
HATCH OPENINGS.
x 2'-0" ENVELOPE EXTENDING BEYOND CID1
AREA AROUND ALL COMBINATION AIR VALVE
OPENINGS.
CLASS I, DIV. 2, GROUP D.
NOTES:
1.ALL EQUIPMENT, ELECTRICAL MATERIALS, AND
WIRING METHODS IN THE CLASSIFIED AREAS
SHALL BE IN ACCORDANCE WITH THE LATEST
ADOPTED EDITION OF THE NEC.
PUMP STATION AREA CLASSIFICATION - TOP PLAN
3/16" = 1'-0"
PUMP STATION AREA CLASSIFICATION - BOTTOM PLAN
3/16" = 1'-0"18"3'-0"3'-0"3'-0"3'-0"
3'-0"
3'-0"2'-0"
3'-0"3'-0"2'-0"2'-0"
3'-0"3'-0"
3'-0"
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-PC-03
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
ELECTRICAL
PUMP STATION - PLANSG. RATASKY PLANT NORTHPLANT NORTHPUMP STATION - TOP PLAN
1/4" = 1'-0"
PUMP STATION - BOTTOM PLAN
1/4" = 1'-0"
PSH-3403
PSH-3402
PSH-3401
WPF-PMP-01
WPF-PMP-02
WPF-PMP-03
LE-3400
LSH/LSL-3400
WPF-PMP-01 JB
WPF-PMP-02 JB
WPF-PMP-03 JB
NOTES:
1.SEE JUNCTION BOX DETAIL BELOW. CONTRACTOR
SHALL MOUNT JUNCTION BOXES MINIMUM OF 4'-0"
FROM WET WELL HATCH OPENING.
2.FOR DETAILS ON ELECTRICAL EQUIPMENT SUPPORT
STRUCTURE REQUIREMENTS, SEE SECTION 16190.
3.DRAWINGS ARE SHOWN TO INDICATE GENERAL
EQUIPMENT LOCATIONS. COORDINATE EXACT
LOCATIONS WITH FIELD REQUIREMENTS AND OTHER
DISCIPLINES.
SEE NOTE 1, TYP.
CRANE/HOIST DSW
LIT-3400
CRANE/HOIST
(ABOVE)
LIT-3400 DSW
JUNCTION BOX,TYP.
N.T.S.
NOTE:
1.BONDING OF GROUND WIRES NOT SHOWN FOR
CLARITY.
2.REFER TO CONDUIT SCHEDULE FOR NUMBER OF
CONDUITS ENTERING JUNCTION BOX.
CONDUITS TO
ELECTRICAL PAD, TYP.
CABLES TO SUPPORT
BRACKET IN WET WELL
SEPARATION BARRIER
FAST OPERATING
CLAMP ASSYMBLY, TYP.
NON-INTRINSICALLY
SAFE CONTROLS
TERMINAL BLOCKS,
NUMBER AS REQUIRED
PLUS 10% SPARE
POWER TERMINAL
BLOCKS, NUMBER
AS REQUIRED PLUS
10% SPARE
WATERTIGHT CONDUIT
ENTRY HUB, TYP.
STRAIN RELIEF, SEALING
CABLE CONNECTOR
PVC COATED GRS CONDUIT
WITHOUT COUPLING, TYP.
304 S.S. EXPANDED
METAL SCREEN TO BE
USED TO COVER FRONT
AND BACK OF PEDESTAL
S.S. EXPANSION ANCHORS
6" CHANNEL TO
WET WELL
INTRINSICALLY SAFE
CONTROL TERMINAL BLOCKS,
NUMBER AS REQUIRED PLUS
10% SPARE
NEMA 4X 304 S.S.
JUNCTION BOX WITH
LOCKABLE HINGED COVER,
SEE SECTION 16130
304 S.S.
PEDESTAL WITH
HINGED COVER
AND FLANGED
TOP AND BOTTOM
CABLES
THROUGH
PEDESTAL
BENDING RADIUS
DEPENDENT ON
CONDUIT SIZE, TYP.
REMOVABLE CHECKERED
PLATE W/ GASKET
304 S.S. UNISTRUT
SUPPORT RACK, TYP.5'-0" MIN1774001
1767001
1616000
LIC NES E D
121398
BRETT D. BUELTEL
NOTES:
1.FOR DETAILS ON ELECTRICAL
EQUIPMENT SUPPORT STRUCTURE,
SEE SECTION 16190.
2.MOUNT FIXTURE TO EXTRUDED
ALUMINUM BEAMS UNDER CANOPY.
FASTENERS SHALL NOT PENETRATE
DECKING.
3.GROUNDING SYSTEM SHALL MEET ALL
REQUIREMENTS OF SECTION 16170.
4.REFER TO NEC ARTICLE 250.52 (A)(3)
FOR BONDING OF GROUND LOOP TO
STRUCTURAL FOUNDATION REBAR.
5.ALL TRANSFORMERS, SWITCHBOARDS,
AND PANELBOARDS SHALL BE BONDED
TO GROUND.
6.GROUND LOOP CONDUCTOR SHALL BE
#4/0 BARE COPPER WIRE 30"
MINIMUM BELOW FINISHED GRADE.
ALL GROUND CONDUCTORS TO
EQUIPMENT OR STRUCTURAL STEEL
SHALL BE BARE COPPER WIRE.
7.EACH DUCT BANK GROUND
CONDUCTOR CROSSING THE GROUND
LOOP SHALL BE EXOTHERMICALLY
WELDED TO THE GROUND LOOP
CONDUCTOR.
8.IF VERTICALLY DRIVEN GROUND RODS
ENCOUNTER ROCK BEFORE BEING
DRIVEN TO 10'-0" DEPTH,
CONTRACTOR SHALL BE PERMITTED
TO DRIVE ROD AT AN ANGLE, OR LAY
IN ACCORDANCE WITH N.E.C. ARTICLE
250.53(G).
9.THE ELECTRICAL EQUIPMENT CANOPY
SHALL BE PROVIDED WITH A
LIGHTNING PROTECTION SYSTEM. THE
LIGHTNING PROTECTION SYSTEM
SHALL BE DESIGNED AND INSTALLED
TO MEET THE PERFORMANCE
REQUIREMENTS OF SPECIFICATION
SECTION 16670.
10.DRAWINGS ARE SHOWN TO INDICATE
GENERAL EQUIPMENT LOCATIONS.
COORDINATE EXACT LOCATIONS WITH
FIELD REQUIREMENTS AND OTHER
DISCIPLINES.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-PC-04
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
ELECTRICAL
ELECTRICAL EQUIPMENT - PLANS
G. RATASKY
WPF-PMP-03 RVSS-3
(CP-03)
WPF-PMP-02 RVSS-2
(CP-02)
WPF-PMP-01 RVSS-1
(CP-01)
PLANT NORTH
ELECTRICAL EQUIPMENT - POWER AND GROUNDING PLAN
1/2" = 1'-0"
ELECTRICAL EQUIPMENT - LIGHTING PLAN
1/2" = 1'-0"
PLANT NORTH
MPZ-WPF
SWBD-WPF
SECTION B
MTS-WPF
CANOPY
OVERHEAD
GEN-WPF
DSW-WPF
ELECTRICAL EQUIPMENT
CANOPY, SEE NOTE 9
RVSS ENCLOSURESWBD-WPF
CEILING MOUNTED
LIGHT FIXTURE, NOTE 2, TYP.
CANOPY OVERHEAD
LC1 LC1
LC1LC1
3
6a
6a 6a
6a6a
SWBD-WPF
SECTION A
3
6a
WPCR/GFCI 4 WPCR/GFCI4
WPF-RELAY PANEL
NOTE 1, TYP.
COPPER GROUND ROD
WITH TEST WELL, TYP
DETAIL 1617001
3'-0"
MIN
#4/0 BARE COPPER GROUNDING
CONDUCTOR, TYP
SEE NOTE 6
BOND GROUND LOOP TO
STRUCTURAL FOUNDATION
REBAR, SEE NOTE 4 3'-0"MIN3'-0"
MIN
3'-0"MINBURIED COPPER
GROUND ROD, TYP
SEE NOTE 8
PLC-WPF
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-PC-05
PECAN CREEK WRP WEST PEAK FLOW
PUMP STATION
ELECTRICAL
SWBD-WPF SINGLE LINE DIAGRAM
AND ELEVATION
G. RATASKY
FROM
DENTON MUNICIPAL
ELECTRIC (DME)
S.E.
RATED
S1 S2
L
MTS-WPF
480V, 800A
:3
65kA
OPEN TRANSITION
DSW-WPF
13.2/7.62KV - 480/277V
750KVA
UTILITY XFMR
3P/4W
LIQUID FILLED PAD MOUNT
SINGLE LINE DIAGRAM
SWBD-WPF
NTS
SWBD-WPF ELEVATION
SECTION BSECTION A
SEE NOTE 2
A2 A3
A1
30" DEEP
3'-0"3'-0"
SPARE
AF
AT
400
300
AF
AT
400
300
AF
AT
400
300
AF
AT
100
30
185
253 FLA
185
253 FLA
185
253 FLA
6:%':3)9$:.$,&1(0$5(1&/2685(
SUMERSIBLE
PUMP No. 1
SUMERSIBLE
PUMP No. 2
SUMERSIBLE
PUMP No. 3
SPD
300kA
NOTE 1
POWER
MONITOR
A2 A1 B8 B9 B10 B1
WPF-PMP-01 WPF-PMP-02 WPF-PMP-03
B2
AF
AT
100
30
SPARE
AF
AT
100
30
SPARE
AF
AT
100
30
B5 B6 B7
AF
AT
100
20
VALVE
ACTUATOR
AF
AT
100
20
SPARE
B3 B4
MPZ-WPF
AF
AT
100
30
UITLITY
METER
CABINET
800:5
(3)
A3
B8
B9
B10
B8
B7
B6
B5
B4
B3
B2
B1
NOTES:
1.SPD CIRCUIT BREAKER SIZE SHALL BE
DETERMINED BY THE MANUFACTURER.
2.THE ENTIRE SWITCHBOARD LINEUP SHALL
REQUIRE FRONT ACCESS ONLY. SWITCHBOARDS
REQUIRING REAR OR SIDE ACCESS ARE NOT
ACCEPTABLE.
3.FURNISH AND INSTALL POSI-MAX SERIES POWER
DISTRIBUTION PANEL, CATALOG NUMBER
PM1C0800, WITH PARALLEL SETS OF CAM LOCK
SERIES E1016 RECEPTACLES, OR APPROVED
EQUAL. RECEPTACLES SHALL BE
GREEN-YELLOW-ORANGE-BROWN IN COLOR TO
MATCH OWNER'S EXISTING GENERATOR
CONNECTION COLOR CONVENTION.
4.SUBMERSIBLE PUMP HORSEPOWER AND FULL LOAD
CURRENT BASED ON XYLEM-FLYGT PUMPS.
CONTRACTOR SHALL COORDINATE ELECTRICAL
EQUIPMENT SIZES WITH ACTUAL SUPPLIED PUMPS
AT NO ADDITIONAL COST TO THE OWNER.
P-1023 P-1026 P-1029
P-1022 P-1025 P-1028 P-1031
800A
WPF-PMP-01
RVSS-1
(CP-01)
WPF-PMP-02
RVSS-2
(CP-02)
WPF-PMP-03
RVSS-3
(CP-03)
P-1000
P-1001
P-1002
P-1003
P-1004
P-1005
P-1006
P-1007
P-1008
P-1009
P-1010
P-1011
P-1012
P-1013
P-1014
P-1015
P-1016
P-1017
P-1018
P-1019
P-1020
WPF-PMP-01
JB
WPF-PMP-02
JB
WPF-PMP-03
JB
CRANE/HOIST
30A
3P
P-1032
MOV-3210
1
P-1030
CABLE BY MFR, TYP.
NOTE 4,
TYP OF 3
GEN-WPF
(NOTE 3)
ETU
800AF
800AP
800AT
LSIG
WPF-PB
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-PC-06
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
ELECTRICAL
PANEL SCHEDULES, RISER AND
CONTROL BLOCK DIAGRAMS
G. RATASKY
FROM
MPZ-WPF
TYPICAL 120VAC INSTRUMENT
RISER DIAGRAM
NOTE 1
NOTE 2
NOTES:
1.REFERENCE PANELBOARD SCHEDULE AND
CONDUIT AND WIRE SCHEDULE FOR CONDUIT AND
WIRE REQUIREMENTS.
2.REFERENCE SECTION 16141 FOR INSTRUMENT
DISCONNECT SWITCH REQUIREMENTS.
3.UNLESS OTHERWISE SPECIFIED, ALL LIGHTING
AND RECEPTACLE CIRCUITS SHALL BE 2#12,
#12GND IN 3/4" CONDUIT.
4.SITE LIGHTING CIRCUIT SHALL BE 2#10, #10GND
IN 1" CONDUIT.
5.FURNISH WARNING NAMEPLATE ON FRONT PANEL
WARNING PERSONNEL ABOUT MULTIPLE SOURCES
OF POWER BEING PRESENT IN THE PANEL.
240/120 VOLTS MPZ-WPF TYPE:NEMA 3R
1 PHASE, 3 WIRE 30A PRIMARY MAIN BREAKER (480V)MOUNT:SURFACE
50A SECONDARY MAIN BREAKER (240V)
MODS DESCRIPTION WIRE TRIP POLE CKT
No.
VOLT-AMPERES VOLT-AMPERES CKT
No.POLE TRIP WIRE DESCRIPTION MODSABAB
LFD LIT-3400 P-1036 20 1 1 200 500 2 1 20 NOTE 4 SITE LIGHTING -
LFD WPF-RELAY PANEL P-1037 20 1 3 200 360 4 1 20 NOTE 3 CONVENIENCE RECEPTACLES GFCI
-PLC-WPF P-1035 20 1 5 1,000 260 6 1 20 NOTE 3 CANOPY LIGHTING -
-COMMUNICATION ANTENNA P-1038 20 1 7 0 -8 1 20 SPARE -
-SPARE 20 1 9 --10 1 20 SPARE -
-SPACE -1 11 --12 1 -SPACE -
-SPACE -1 13 --14 1 -SPACE -
-SPACE -1 15 --16 1 -SPACE -
-SPACE -1 17 --18 1 -SPACE -
TOTAL 1,200 200 760 360 TOTAL
PHASE TOTAL TOTAL LOAD (VA)
MODIFICATION (MODS) LEGEND:1,960 560 2,520
EPD - GROUND FAULT CIRCUIT INTERRUPTER (30mA)TOTAL LOAD (A)NOTES:
GFCI - GROUND FAULT CIRCUIT INTERRUPTER (5mA)10.5 10kAIC
LOD - LOCK-ON DEVICE 10kVA COMBINATION POWER UNIT
LFD - LOCK-OFF DEVICE
M
TSH
WPF-PMP-01 JB
C-1001
PLC-WPF
3400
LSH
MSH
3400
LSL
PUMP NO. 1
3400
LE
3400
LIT
WETWELL
LEVEL
WETWELL
LEVEL
WPF-PMP-02 JB
M
TSH MSH
WPF-PMP-03 JB
M
TSH MSH
C-1005 C-1008
C-1017I-1001
3401
PSH
DISCHARGE
PRESSURE
C-1003
3402
PSH
DISCHARGE
PRESSURE
C-1006
3403
PSH
DISCHARGE
PRESSURE
C-1009
PUMP NO. 2
WPF-PMP-01
RVSS-1
(CP-01)
WPF-PMP-02
RVSS-2
(CP-02)
WPF-PMP-03
RVSS-3
(CP-03)
C-1007C-1004C-1000
WPF-PMP-01 WPF-PMP-02
PUMP NO. 3
WPF-PMP-03
WPF-RELAY
PANEL
(NOTE 5)
C-1018
C-1019
C-1020
C-1010
I-1003
C-1016
CABLE BY
MFR, TYP.
MOV
C-1012
VALVE ACTUATOR
MOV-3210
I-1002
2 2
CONTROL ONE LINE DIAGRAM
PLC-WPF
WPF-PB
LIC NES E D
121398
BRETT D. BUELTEL
1
2
3
4
5
6
8
7
9
11
10
12
13
14
15
16
17
18
19
20
22
21
23
24
25
26
27
28
29
31
33
32
34
35
30
36
37
38
39
40
41
43
42
44
46
45
47
48
49
50
51
52
53
54
55
57
56
58
59
60
61
62
63
64
66
68
67
69
70
65
71
72
73
74
75
76
78
77
79
81
80
82
83
84
85
86
87
88
89
90
92
91
93
94
95
96
97
98
99
101
103
102
104
105
100
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-PC-07
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
ELECTRICAL
ELEMENTARY CONTROL
SCHEMATICS I
G. RATASKY
CPT 480/120VAC
M20 OL
L1
L2
L3
480VAC
RVSS
RUN
RVSS
RESET
RVSS
CR17
M
RVSS FAULT
TO LINE 35
BELOW
RUN TO
PLC-WPF
RVSS FAULT RVSS RUN
OL
RESET
COMMON
FAULT
OL
PTT
A
RESET CR
38
PUMP
PROTECTION
RELAY
SEAL LEAK
DETECTION
MOTOR
OVERTEMP
MOTOR
OVERTEMP
TO PLC-WPF
TSH-3001
MSH-3001
TD
26
0-5s 1s
TD26
TD26
CR
28
CR28
CR28
HIGH DISCHARGE
PRESSURE TO
PLC-WPF
HIGH
DISCHARGE
PRESSURE
CR
32
PSH-3401
CR32
CR32
CR32 PTT
A
CR38
PTT
A
CR28 PTT
A
CR38
CR32
TD45
TD45
CR
43 RESET
TD
45
0-10 SEC 2 SEC RESET
TIMER
COMMON FAULT TO
PLC-WPF
ELEMENTARY CONTROL SCHEMATICS
WPF-PMP-01
PTT
W CONTROL
POWER
BYPASS MODE TO
PLC-WPF
CR38CR21
CPT 480/120VAC
L1
L2
L3
480VAC
RVSS
RUN
RVSS
RESET
RVSS
CR65
M
RVSS FAULT
TO LINE 84
RUN TO
PLC-WPF
RVSS FAULT RVSS RUN
START STOP
CR65
COMMON
FAULT
OL
PTT
A
RESET
CR
65
ETM
PTT
G
CR87
CR
87
H AO
XOO
OOX
OOX
AUTO TO
PLC-WPF
START/STOP
PUMP
PROTECTION
RELAY
SEAL LEAK
DETECTION
MOTOR
OVERTEMP
MOTOR
OVERTEMP TO
PLC-WPF
TSH-300X
MSH-300X
TD
75
0-5s 1s
TD75
TD75
CR
77
CR77
CR77
HIGH DISCHARGE
PRESSURE TO
PLC-WPF
HIGH
DISCHARGE
PRESSURE
CR
81
PSH-340X
CR81
CR81
CR87
PTT
A
CR77 PTT
A
CR87
CR81
TD94
TD94
CR
92 RESET
TD
94
0-10 SEC 2 SEC RESET
TIMER
COMMON FAULT TO
PLC-WPF
E-STOP
TD-1X
PTT
W CONTROL
POWER
CR87
WPF-PMP-02/03
ELEMENTARY CONTROL SCHEMATIC
WPF-PMP-0X TSH-300X MSH-300X PSH-340X TD-1X
WPF-PMP-02 TSH-3002 MSH-3002 PSH-1402 TD-12
WPF-PMP-03 TSH-3003 MSH-3003 PSH-3403 TD-13
CR43
CR43
RVSS
FAULT
CR
35
PTT
A
TO LINE 11
ABOVE
CR35
CR92
RVSS
FAULT
CR
84
PTT
A
TO LINE 59
CR81 PTT
A
CR84
WPF - RELAY PANEL
START STOP
CR17
CR
17
ETM
PTT
G
CR38 H AO
XOO
OOX
OOX
AUTO TO
PLC-WPF
START/STOP
M
20
E-STOP
TD11
RVSS BYPASS
XO
OX
CR
21
PTT
W
BYPASS
WPF-RELAY
PANEL
START/STOP
FROM
PLC-WPF
24 VDC
PR
47
PR47
M20
RVSS OC
RVSS
OC
START/STOP
FROM
PLC-WPF
24 VDC
PR
96
PR96
OC
TO PUMP
SENSORS
WPF-PMP-01
JB
TO PUMP
SENSORS
WPF-PMP-0X
JB
NOTES:
1.WPF-PMP-01, 02, 03 STARTERS SHALL BE
HARDWIRE INTERLOCKED SO THAT ONLY TWO OF
THE THREE MAY RUN SIMULTANEOUSLY.
2.PUMP PROTECTION RELAY SHALL BE SUPPLIED BY
THE PUMP MANUFACTURER AND SENT TO RVSS
MANUFACTURER FOR INSTALLATION.
NOTE 2
NOTE 2
LIC NES E D
121398
BRETT D. BUELTEL
1
2
3
4
5
6
8
7
9
11
10
12
13
14
15
16
17
18
19
20
22
21
23
24
25
26
27
28
29
31
33
32
34
35
30
36
37
38
39
40
41
43
42
44
46
45
47
48
49
50
51
52
53
54
55
57
56
58
59
60
61
62
63
64
66
68
67
69
70
65
71
72
73
74
75
76
78
77
79
81
80
82
83
84
85
86
87
88
89
90
92
91
93
94
95
96
97
98
99
101
103
102
104
105
100
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-PC-08
PECAN CREEK WRP WEST PEAK
FLOW PUMP STATION
ELECTRICAL
ELEMENTARY CONTROL
SCHEMATICS II
G. RATASKY
INTRINSIC
SAFETY
BARRIER
LSL-3400
LSH-3400
LOW LEVEL
CUTOFF
HIGH LEVEL
WET WELL
CR42
120VAC FROM
MPZ-WPF
CR44
CR47
WPF-RELAY PANEL
ELEMENTARY CONTROL SCHEMATICS
WPF-RELAY PANEL
TD12 TD13
HIGH LEVEL
START/LOW
LEVEL CUTOUT
TO WPF-PMP-02
HIGH LEVEL
START/LOW
LEVEL CUTOUT
TO WPF-PMP-03
WET WELL LOW
LEVEL TO
PLC-WPF
CR42
WET WELL HIGH
LEVEL ALARM TO
PLC-WPF
CR44
RELAY PANEL SHALL BE FURNISHED
WITH A WARNING LABEL STATING
THAT MULTIPLE SOURCES OF POWER
ARE PRESENT WITHIN THE PANEL.
CR
42
CR
44
WET WELL
HIGH LEVEL
ALARM/
PUMPS ON
CR
47
HIGH LEVEL
START
COMMAND
WET WELL
LOW LEVEL
ALARM/
CUT-OUT
PTT
W
PTT
W
TD
11
1-999 SEC 1 SEC WPF-PMP-
01 START
WPF-PMP-
02 START
WPF-PMP-
03 START
TD
12
1-999 SEC 30 SEC
TD
13
1-999 SEC 90 SEC
TD11
HIGH LEVEL
START/LOW
LEVEL CUTOUT
TO WPF-PMP-01
WPF-PMP-03
JB
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-PC-09
PECAN CREEK WRP WEST PEAK FLOW
PUMP STATION
ELECTRICAL
CONDUIT AND WIRE SCHEDULES
G. RATASKY
CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS
P-1000 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR EMPTY W/ PULLSTRING CONDUCTORS BY UTILITY COMPANY
P-1001 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR EMPTY W/ PULLSTRING SPARE
P-1002 4"UTILITY XFMR DSW-WPF 4#350KCMIL, #3/0 GND
P-1003 4"UTILITY XFMR DSW-WPF 4#350KCMIL, #3/0 GND
P-1004 4"UTILITY XFMR DSW-WPF 4#350KCMIL, #3/0 GND
P-1005 4"UTILITY XFMR DSW-WPF EMPTY W/ PULLSTRING SPARE
P-1006 4"UTILITY XFMR DSW-WPF EMPTY W/ PULLSTRING SPARE
P-1007 4"DSW-WPF MTS-WPF 3#350KCMIL, #3/0 GND
P-1008 4"DSW-WPF MTS-WPF 3#350KCMIL, #3/0 GND
P-1009 4"DSW-WPF MTS-WPF 3#350KCMIL, #3/0 GND
P-1010 4"DSW-WPF MTS-WPF EMPTY W/ PULLSTRING SPARE
P-1011 4"DSW-WPF MTS-WPF EMPTY W/ PULLSTRING SPARE
P-1012 4"GEN-WPF MTS-WPF 3#350KCMIL, #3/0 GND
P-1013 4"GEN-WPF MTS-WPF 3#350KCMIL, #3/0 GND
P-1014 4"GEN-WPF MTS-WPF 3#350KCMIL, #3/0 GND
P-1015 4"GEN-WPF MTS-WPF EMPTY W/ PULLSTRING SPARE
P-1016 4"GEN-WPF MTS-WPF EMPTY W/ PULLSTRING SPARE
P-1017 4"MTS-WPF SWBD-WPF 3#350KCMIL, #3/0 GND
P-1018 4"MTS-WPF SWBD-WPF 3#350KCMIL, #3/0 GND
P-1019 4"MTS-WPF SWBD-WPF 3#350KCMIL, #3/0 GND
P-1020 4"MTS-WPF SWBD-WPF EMPTY W/ PULLSTRING SPARE
P-1021 ---NOT USED
P-1022 3"SWBD-WPF WPF-PMP-01 RVSS-1 3#500KCMIL, #4GND
P-1023 4"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB 3#500KCMIL, #4GND
P-1024 ---NOT USED
P-1025 3"SWBD-WPF WPF-PMP-02 RVSS-2 3#500KCMIL, #4GND
P-1026 4"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB 3#500KCMIL, #4GND
P-1027 ---NOT USED
P-1028 3"SWBD-WPF WPF-PMP-03 RVSS-3 3#500KCMIL, #4GND
P-1029 4"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB 3#500KCMIL, #4GND
P-1030 1"SWBD-WPF MOV-3210 3#10, #10GND
P-1031 1"SWBD-WPF MPZ-WPF 3#10, #10GND
P-1032 1"SWBD-WPF CRANE/HOIST 3#10, #10GND VIA DSW
P-1033 ---NOT USED
P-1034 ---NOT USED
P-1035 1"MPZ-WPF PLC-WPF 2#12, #12GND
P-1036 1"MPZ-WPF LIT-3400 2#12, #12GND
P-1037 1"MPZ-WPF WPF-RELAY PANEL 2#12, #12GND
P-1038 2"MPZ-WPF COMMUNICATION ANTENNA EMPTY W/ PULLSTRING SPARE; STUB UP / CAP AT ANTENNA
CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS
C-1000 2"PLC-WPF WPF-PMP-01 RVSS-1 20#14, 14GND
C-1001 1"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB 10#14, 14GND
C-1002 ---NOT USED
C-1003 1"WPF-PMP-01 RVSS-1 PSH-3401 4#14, 14GND
C-1004 2"PLC-WPF WPF-PMP-02 RVSS-2 20#14, 14GND
C-1005 1"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB 10#14, 14GND
C-1006 1"WPF-PMP-02 RVSS-2 PSH-3402 4#14, 14GND
C-1007 2"PLC-WPF WPF-PMP-03 RVSS-3 20#14, 14GND
C-1008 1"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB 10#14, 14GND
C-1009 1"WPF-PMP-03 RVSS-3 PSH-3403 4#14, 14GND
C-1010 2"PLC-WPF COMMUNICATION ANTENNA COAX CABLE
C-1011 ---NOT USED
C-1012 1"PLC-WPF MOV-3210 14#12, #12GND
C-1013 ---NOT USED
C-1014 ---NOT USED
C-1015 ---NOT USED
C-1016 1"WPF-PMP-01 RVSS-1 WPF-RELAY PANEL 4#14, #14GND
C-1017 1"PLC-WPF WPF-RELAY PANEL 6#14, #14GND
C-1018 1"WPF-PMP-02 RVSS-2 WPF-RELAY PANEL 4#14, #14GND
C-1019 1"WPF-PMP-03 RVSS-3 WPF-RELAY PANEL 4#14, #14GND
C-1020 1"WPF-RELAY PANEL WPF-PMP-03 JB 6#14, #14GND
CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS
I-1000 ---NOT USED
I-1001 2"PLC-WPF WETWELL LIT-3400 2(2/C16TSH), #14GND
I-1002 1"LIT-3400 LE-3400 CABLE BY MFR
I-1003 2"PLC-WPF COMMUNICATION ANTENNA EMPTY W/ PULLSTRING SPARE; STUB UP / CAP AT ANTENNA
LIC NES E D
121398
BRETT D. BUELTEL
PLC-WPF PLC-WPF
HMI HMI
M M M
TO DIURNAL
BASIN DIVERSION
PIPELINE36"-RS-DIP36"-RS-DIP
36"-RS-DIP
36"-RS-DIP
42"-RS-RCP
42"-RS-RCPCOMBINATION AIR
VALVE (TYPICAL)OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOPUMP
FAIL
IN
HAND
TYPICAL FOR PMP-02 AND PMP-03
HIGH
TEMP
OOOOOORUN
OOOOOOSTART/
STOP
14"-RS-DIP
DIVERSION
STRUCTURE42"-RS-RCPFROM PECAN CREEK
INTERCEPTOR
TO PCWRP OOOOOOHIGH
PRESSURE
36"-RS-PVC
FROM EXISTING
REUSE WATER LINE
6"-NPW-PVC
NOTES:
1.TYPICAL FOR PMP-02 AND PMP-03.
2.LOW OIL LEVEL RELAY SHALL SHUTDOWN
PUMP.
3.RVSS BYPASS CONTROLS FOR PUMP NO. 1
ONLY.
4.DRAIN PUMP SHALL AUTOMATICALLY
SHUTDOWN UPON LOW LEVEL RELAY.
*ASTERISK IDENTIFIES FIELD INSTRUMENTS
FURNISHED BY EQUIPMENT SUPPLIER
RELAY
PANEL
SEE NOTE 1 OOOOOOIN
BYPASS
PMP-01
ONLY
RVSSCP-01
SEE NOTE 3
6"-PD-PVC
*
*
*
*
*
*
M 480/3 ES
1
1OOOOOOCLOSEOOOOOOIN
REMOTE
OOOOOOOPEN
OOOOOOCLOSED
OOOOOOOPENED
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
C. KOLESA
C. KOLESA
I-PC-01
PCWRP WEST PEAK FLOW
PUMP STATION
INSTRUMENTATION
PUMP STATION AND
INTERCEPTOR
D. EDWARDS
120/1ES
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-D-01
CIVIL
STANDARD DETAILS ID. NAILOR
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-D-02
CIVIL
STANDARD DETAILS IID. NAILOR
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-D-03
CIVIL
STANDARD DETAILS IIID. NAILOR
℄
TYPICAL CONCRETE WALKWAY
4'1/2" EXPANSION JOINTS
48' MAX SPACING BETWEEN
4" THICK CONCRETE WALK
TYPICAL CONTRACTION JOINT
0245000
1/2" EXPANSION JOINT MATL
REQUIRED WHEN WALK ABUTS
RIGID STRUCTURES
WHEN WIDTH OF SIDEWALK, PAD, ETC
EXCEEDS 6', LONGITUDINAL CONTRACTION
JOINTS SHALL BE PLACED AS REQUIRED
VARIES,
SEE PLAN
FOR WIDTH
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-D-04
CIVIL
STANDARD DETAILS IVJ. LONDON
MAINTENANCE REQUIREMENTS:
1.INSPECT MATTING WEEKLY AND AFTER
EACH RAINFALL EVENT THAT PRODUCES
INCH OR MORE OF RAIN. REPAIR OR
REPLACE IMMEDIATELY AS NECESSARY.
2.GOOD CONTACT WITH THE GROUND
MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE
MATTING.
3.ANY AREAS OF THE MATTING THAT ARE
DAMAGED OR NOT IN GOOD CONTACT
WITH THE GROUND SHALL BE REPAIRED
OR REPLACED AND STAPLED
IMMEDIATELY.
4.IF EROSION DOES OCCUR, THE PROBLEM
SHALL BE FIXED AND ERODED AREA
REPAIRED AND PROTECTED FROM
FURTHER DAMAGE.
5.CONTINUE MONITORING MATTED AREAS
UNTIL PERMANENT GROUND COVER HAS
BEEN ESTABLISHED.
CONSTRUCTION SPECIFICATIONS
1.AREA SHALL BE CLEARED AND GRUBBED
ACCORDING TO SPECIFICATIONS.
2.SEED BANK ACCORDING TO PLAN
SPECIFICATIONS.
3.SECURE MATS AT THE TOP OF THE SLOPE
BY TOEING IT IN AND REINFORCING IT
WITH A ROW OF AT LEAST FIVE (5)
STAPLES, SPACING EACH ONE
APPROXIMATELY 8" APART.
4.PLACE STAPLES 6"-8" APART ALONG
LENGTH OF MAT BLANKET TO SECURE TO
THE SOIL SURFACE. ALL STAPLES MUST
BE FLUSH TO THE SURFACE.
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
C. BRITT
C-D-04A
CIVIL
STANDARD DETAILS VJ. LONDON
LIC NES E D
113114
BRANDT N. MILLER
F. POWELL
K. GRISSOM
S-D-05
STRUCTURAL
STANDARD DETAILS IC. PHILLIPS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
*
FOR BARS IN TENSION
fc' = 4000 psi OR GREATERfy = 60,000 psi
DEVELOPMENT LENGTH, dh
#11
#10
#9
#8
#7
#6
#5
#4
#3
dh dh
W/ CONC COVER *
6"
7"
9"
11"
1'-0"
1'-2"
1'-4"
1'-6"
1'-7"
BASIC
8"
10"
1'-0"
1'-3"
1'-5"
1'-7"
1'-10"
2'-1"
2'-3"
BAR
SIZE
SIDE COVER NORMAL TO PLANE OF HOOK AT
LEAST 2 1/2"; AND FOR 90° HOOK, END COVER
BEYOND OUTSIDE END OF HOOK AT LEAST 2".
DEVELOPMENT LENGTH OF STANDARD HOOKS
BASIC
1'-0"
1'-0"
1'-3"
1'-6"
2'-5"
3'-0"
3'-8"
4'-6"
5'-5"
TOP *
1'-0"
1'-3"
1'-7"
1'-11"
3'-1"
3'-11"
4'-9"
5'-10"
7'-0"
1'-0"
1'-7"
2'-4"
3'-1"
4'-11"
6'-0"
6'-9"
7'-7"
8'-5"
1'-4"
2'-1"
3'-0"
4'-0"
6'-4"
7'-9"
8'-9"
9'-10"
10'-11"
SIZE
# 3
# 4
# 5
# 6
# 7
# 8
# 9
# 10
# 11
BAR
1'-0"
1'-3"
1'-7"
1'-11"
3'-1"
3'-11"
4'-9"
5'-10"
7'-0"
1'-3"
1'-8"
2'-0"
2'-5"
4'-0"
5'-1"
6'-3"
7'-7"
9'-1"
1'-4"
2'-1"
3'-0"
4'-0"
6'-4"
7'-9"
8'-9"
9'-10"
10'-11"
1'-8"
2'-9"
3'-11"
5'-2"
8'-3"
10'-1"
11'-4"
12'-9"
14'-2"
BASIC DEVELOPMENT LENGTH CLASS B SPLICE LENGTH
d 1.3 x d
*TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN
12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT.
BASIC DEVELOPMENT LENGTH AND SPLICE LENGTH
FOR BARS IN TENSION
fy = 60,000 psi fc' = 4000 psi OR GREATER
FOR MATERIALS OR CONDITIONS DIFFERENT FROM THOSE STATED, LENGTHS SHOWN IN**
CHART SHALL BE MODIFIED TO CONFORM TO THE PROVISIONS OF ACI 318, SECTION 12.2.
CLEAR SPACING ≥3"CLEAR SPACING <3"
BASIC TOP *
CLEAR SPACING <3"CLEAR SPACING ≥3"
BASIC TOP *BASIC TOP *
NORMAL WEIGHT CONCRETEUNCOATED BARS
** BASED ON MATERIALS AND CONDITIONS AS FOLLOWS:
CLEAR COVER 1.5 INCHES
1/2 THICKNESS OF JOINT
SEE PLANS
TYPICAL EXPANSION JOINT
0325100
WATERSTOP WHERE REQUIRED,
SEE SPECIFICATIONS AND
GENERAL CONCRETE NOTES
EXP JOINT MATL, ADHERE
TO ONE SIDE OF
CONCRETE ONLY WITH
WATERSTOP ADHESIVE
JOINT SEALER (BOTH
SIDES OF JOINT)
NON-LIQUID BOND
BREAKER BETWEEN
JOINT SEAL AND
EXPANSION MATERIAL
0325303
W/3 W/3W/3
W = WIDTH OF WALL
EXISTING PIPE
TWO SEPARATE WRAPS
OF EXPANDING RUBBER
WATERSTOP
NOTE:
EACH WRAP SHALL BE LAPPED 4", WITH THE LAP ABUTTING
SIDE BY SIDE. LAPS SHALL BE SEPARATED BY 180°.
WATERSTOP CONNECTION
AROUND EXISTING PIPE
W W
HHSEE PLANSEE PLAN SEE PLAN
EL SEE PLAN
OPENING
2-#3 CONT
***
#3@12"OPENING IN SLAB
TYPICAL CONCRETE CURB
0331004
SLAB REINF
SEE PLAN, TYP
#4@12" ALL
AROUND
#4 ALL
AROUND
VARIES
SEE PLAN
HOOK REINF @
OPENING
NOTE:
W* DENOTES CURBS LESS THAN 8"
W** DENOTES CURBS EQUAL TO OR GREATER THAN 8"
DOWELS MAY BE CAST IN OR ANCHORED WITH D0WEL
ADHESIVE SYSTEM WITH A 6" MINIMUM EMBEDMENT.
CONC BASE
2"MIN
3"MIN
AS REQUIRED
#4@12 EW
CONC FLOOR
TYP PUMP OR EQUIP BASE
0331600
1" GROUT (SEE
SPECIFICATIONS)
NOTE:
DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED
WITH DOWEL ADHESIVE AT CONTRACTORS OPTION.
WHERE FLOOR IS 8" THICK OR LESS, USE #4 DOWELS
EMBEDDED TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.
CL ANCHOR
BOLTS
REQUIRED
COVER +
1" MAX
6" MINIMUM,
IF OVER 24",
ADDL STEEL
REQUIRED
8" MIN,
SEE
NOTE
#5 DOWELS @12" ALL
AROUND, SEE NOTE
PUMP OR
EQUIP BASE
#5 DOWELS @12"
ALL AROUND, SEE
NOTE DOWEL
ADHESIVE
6" MIN
(12" WIDE)VARIES120°
#4 EF, TYP
CONC FLOOR
#5 DOWELS @12" EF
CRADLE PIPE SUPPORT
0331601
SEE NOTE 1
DOWEL ADHESIVE
NOTES:
1.DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED WITH DOWEL ADHESIVE
AT CONTRACTORS OPTION. WHERE FLOOR IS 8" THICK OR LESS, USE #4 DOWELS
EMBEDDED TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.
2.ENGINEER SHALL VERIFY THICKNESS OF PAD WILL ACCOMMODATE DESIGN
MOVEMENT, PARTICULARLY FOR OUTSIDE AERIAL PIPE.
3.COORDINATE SUPPORT WIDTH WITH PIPE STRAP ANCHORAGE REQUIREMENTS.
PROVIDE 6" MINIMUM, FROM CENTER OF PIPE STRAP ANCHOR ROD TO EDGE OF
CONCRETE.
#3 TIES @12"SEE NOTE 18" MIN,SEE NOTE 3
PIPE OD
REQUIRED
COVER +
1" MAX
1/4" MIN NEOPRENE PAD,
DUROMETER 40 TO 50
MATERIAL HARDNESS,
SEE NOTE 2
APPROVED
ADHESIVE ON
BOTH CONTACT
SURFACES OF PAD
ROTATE HOOK 90° FROM SHOWN SO
THAT HOOK IS PARALLEL TO PIPE, TYP
CLASS "B"TSPLICE + 2"
TYPICAL CONSTRUCTION JOINT
0331701
WATERSTOP WHERE
REQUIRED, SEE
SPECIFICATIONS AND
GENERAL CONCRETE
NOTES.
FOR TYPICAL KEYWAY,
SEE 0331702
FOR SLAB OR WALL THICKNESS AND
REINFORCING, SEE DESIGN DRAWINGS.
2"
WATERSTOP
1/31/31/3
TYPICAL KEYWAY
033170244D2"OPNGTYP 44D,TYP
3"
2"
TYPICAL REINF AT OPENINGS
0331703
NOTES:
1.THIS DETAIL APPLIES FOR OPENINGS 8"Ø AND LARGER. FOR
SMALLER OPENINGS, BEND BARS OR ADJUST SPACING OF
REINFORCEMENT TO AVOID OPENING.
2.PLACE EXTRA BARS OF THE SAME SIZE AS THE INTERRUPTED
BARS AT EACH SIDE OF OPENING. QUANTITY OF EXTRA BARS AT
EACH SIDE SHALL EQUAL HALF THE QUANTITY OF INTERRUPTED
BARS EXCEPT WHERE NOTED OTHERWISE.
3.PROVIDE ONE DIAGONAL BAR EACH SIDE OF OPENING WITH SIZE
EQUAL TO MAIN REINFORCEMENT, TYPICAL EACH FACE.
4.WHERE INVERT OF OPENING IN WALL IS LESS THAN 44 BAR
DIAMETERS FROM TOP OF SLAB, EXTRA REINFORCEMENT ON EACH
SIDE SHALL INCLUDE DOWELS EMBEDDED INTO SLAB WITH
STANDARD 90 DEGREE HOOKS TO SPLICE WITH EXTRA VERTICAL
REINFORCEMENT. DOWELS SHALL ALSO STILL BE PROVIDED
BELOW OPENING.
5.WHERE INVERT OF OPENING IN WALL OR SLAB IS CLOSER THAN
44 BAR DIAMETERS TO EDGE OF SLAB OR BOTTOM OF WALL,
EXTRA DIAGONAL BARS MAY BE TERMINATED TWO INCHES FROM
EDGE OF SLAB OR BOTTOM OF WALL. DOWELS DO NOT HAVE TO
BE PROVIDED TO SPLICE WITH DIAGONAL BARS.4"MAXMAIN REINFORCEMENT
12" MAX
0331710
TYPICAL BLOCKOUT FOR EMBEDDED EQUIPMENT FRAME
2"
TYP
2
1
SIZE OF BLOCKOUT AS REQUIRED
FOR EMBEDDING FRAME. GROUT
FRAME INTO PLACE (NOT SHOWN)
AS RECOMMENDED BY FRAME MFR
EXTRA BARS SAME SIZE AND
SPACING AS INTERRUPTED
REINFORCEMENT
SPLICE LENGTH
OF EXTRA BAR,
TYP
WALL REINF, TYP
SEE TABLE
LAP SPLICE
6" WATERSTOP
2"1/2"TYP0" CLRWALL REINF CONT THRU
CONTRACTION JOINT
EVERY OTHER BAR EF
CONTRACTION JOINT
WITH SEALANT EF
WALL0331713
VERTICAL WALL CONTRACTION JOINT
LIC NES E D
109383
FREDRICK P. POWELL
F. POWELL
K. GRISSOM
S-D-06
STRUCTURAL
STANDARD DETAILS IIC. PHILLIPS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
INTERSECTIONCORNER
HORIZONTAL BARS
VERTICAL BARS
TYPICAL WALL REINFORCING
TYP
0"0"* = STD 90° HOOK LENGTH
*
0331700
ADDITIONAL DIAGONAL BARS, REQUIRED IN
LIQUID RETAINING WALLS ONLY,
ALTERNATE WITH HORIZONTAL BARS AND
SIZE PER CHART.
STANDARD 90° HOOK
VERTICAL BARS
HORIZONTAL
BARSCLASS B CLASS BADDITIONAL
DIAGONAL BARS,
SEE CHART FOR
SIZE, TYP
TYP
CORNER BARS, SAME
SIZE AND SPACING AS
HORIZONTAL BARS, TYP
CORNER BARS,
SAME SIZE AND
SPACING AS
HORIZONTAL BARS
TYPDIAGONAL BAR SIZE CHART
AT LOCATIONS WHERE DIFFERENT SIZE
HORIZONTAL BARS CONVERGE, THE
LARGER BAR SIZE SHALL CONTROL
BAR SIZE -
HORIZONTAL
REINFORCEMENT
# 3
# 4
# 5
# 6
# 7
# 8
# 9
# 10
# 11
BAR SIZE -
DIAGONAL
REINFORCEMENT
# 3
# 3
# 4
# 5
# 5
# 6
# 7
# 8
# 9
ADDITIONAL DIAGONAL
BARS, SEE CHART FOR SIZE
*
TYP
TENSION SPLICE, TYP
TENSION SPLICE, TYP3"CONTINUOUS FULL SPACINGS 3" MIN
FULL SPACING MAX
BEAMWALL2 EQSPACES3"3"CONTINUOUSFULL SPACINGS3"CONTINUOUS FULL SPACINGS FULL SPACINGSCONTINUOUS3"3"WALL
CONTINUOUSHALF SPACING, MIN
FULL SPACING, MAX FULL SPACINGS
HALF SPACING, MIN
FULL SPACING, MAX
SECTION - WALLS AND SLABS PLAN - WALLS
TYPICAL BAR PLACEMENT FULL SPACINGSCONTINUOUS3"CONTINUOUS FULL SPACINGS
0"STD 90° HOOK, TYP0"WALL DOWEL,TYP
0"0"0331704
NOTE:
ORIENTATION OF OUTSIDE AND
INSIDE LAYERS OF REINF SHALL BE AS
SHOWN ON PLANS. "FULL SPACING" IS
BAR SPACING CALLED OUT ON PLANS.
REQD COVER, TYPHALF SPACING MINFULL SPACING MAXHALF SPACING,
MIN FULL SPACING,
MAX TYP EACH END
STD 90° HOOK ON
VERTICAL REINF
REQD WHERE SHOWN
ON PLANS.
HALF SPACING, MIN - FULL SPACING,
MAX TYP EACH END
4 VERTICAL BARS
IN CORNER
HALF SPACING, MIN
FULL SPACING,
MAX TYP EACH END
REQD COVER,
TYP
HALF SPACING, MINFULL SPACING, MAX1/4"
3/4" CONTROL GROOVE AND
RUSTIFICATION AT OUTSIDE FACE OF WALL
(RUSTIFICATION WHERE SHOWN ON PLAN)
NON SAG POLYURETHANE
SEALANT WITH BOND BREAKER
1/2" WIDE
BOND BREAKER
1/4"
1/4"1/4"3/4"3/4"3/4"3/4"3/4"3/4"0331712
VERTICAL WALL CONSTRUCTION JOINT
3"
SIMPLE
L1
0.33 L1
DFLOOR OR
ROOF EL
A A
TYPICAL BEAM ELEVATIONS
SKIN REINF, EF
A
ROOF EL
FLOOR OR
D10.33 L
CL COLUMNS OR SUPPORTS
S1
1L
END
3"
C
SPAN LENGTH - SEE PLANS
CL INT BEAM, TYP
B3 MAIN REINF, CONT
B
L2
INT
SKIN REINF-SEE NOTE 4
CANT
B STIRRUPD
W
TYPICAL BEAM SECTION
C
CL COLUMNS OR SUPPORTS
0331801
S1S2 S2 S1S1 S1 S1S22"2"2"2"2"2"2"
0.33 L1 20.33 L 0.33 L2 10.33 L
S1 S2
SPAN LENGTH - SEE PLANS
MAIN REINF
SEE NOTE 4
NOTES:
1.WHERE BEAMS FRAME INTO CONCRETE WALLS, WALLS SHALL BE
BLOCKED OUT FULL HEIGHT AND WIDTH OF BEAM TO PROVIDE A
MINIMUM 8" SEAT FOR BEAM BEARING. WALL REINFORCEMENT
SHALL NOT BE INTERRUPTED THROUGH BLOCKOUT.
2.S1 = 2x"D" FOR STIRRUP SPACING SEE BEAM SCHEDULE
3.CONTINUOUS BOTTOM BARS IN ALL BEAMS MAY BE SPLICED AT COLUMN CENTERLINES.
CONTINUOUS TOP BARS MAY BE SPLICED AT MID-SPAN.
4.UNLESS NOTED OTHERWISE, PROVIDE SKIN REINFORCEMENT BETWEEN TOP AND BOTTON
MAIN REINFORCEMENT AS FOLLOWS:
FOR BEAMS 18" OR LESS IN DEPTH, NO SKIN REINFORCEMENT IS REQUIRED
FOR BEAMS >18" THRU 36" IN DEPTH, PROVIDE #5@12" EF
FOR BEAMS >36" THRU 84" IN DEPTH, PROVIDE #5@6 EF
FOR BEAMS >84" IN DEPTH, SEE REMARKS IN BEAM SCHEDULE.
5.ALL STIRRUPS SHALL BE CLOSED TIES, TYPE T1, (ACI 315)
UNLESS NOTED OTHERWISE.
6.SEE DRAWINGS FOR BEAM ELEVATION DIAGRAMS
SPECIFICALLY REFERRED TO IN THE BEAM SCHEDULES.
7.WHEN TWO LAYERS OF FLEXURAL REINFORCEMENT ARE
REQUIRED THE SPACING BETWEEN THE LAYERS SHALL BE 3
INCHES.
MAIN
REINF
BEAM
DESIGNATION
ON PLANS
MAIN REINF
CONT
PIPE OR CONDUIT EMBEDDED IN SLAB2DDTOP OF SLAB
REINF BAR
2DDSEE PLANS0331604
NOTE:
D DENOTES PIPE OR CONDUIT OD(3 1/2"MIN)(3 1/2"MIN)2D (2" MIN) CLR
LIC NES E D
109383
FREDRICK P. POWELL
F. POWELL
K. GRISSOM
S-D-07
STRUCTURAL
STANDARD DETAILS IIIC. PHILLIPS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
SECTION
ALUMINUM LADDER
ALTERNATE
WALL
1 1/2" AL PIPE RAIL
1/4
TYPTYP1/4
8"6"3"6"RUNGS 12" OC TYP4"8"3'-6"12"18"6"6"4"2'-10"2'-4 1/2"
0551500
SECTION ELEVATION
FLOOR OR
TOP OF
WALL
PROVIDE SELF-CLOSING
GATE AT ALL LADDERS
AND AT ACCESS POINTS
WHERE INDICATED ON
THE CONTRACT DWGS
CAST AL BASE FLANGE (SEE
PLAN VIEW DETAIL 0552000)
OR 6"x6"x1/4" AL BASE PL
2-5/8" SST ANCHOR
BOLTS AND INSERTS, TYP
BRACKETS EQUALLY
SPACED AT NOT MORE
THAN 5'-0" OC
3/4" MIN CLOSED
EXTRUDED AL RUNGS
2 1/2"x3/8" ALUMINUM
BRACKETS W/ 3/4" SST
ANCHOR BOLTS AND INSERTS
OR ADHESIVE ANCHORS
IF CONCRETE IS AVAILABLE FOR
BASE REPLACE BOTTOM BRACKET
WITH AL PLATE AND SST ANCHOR
BOLTS AS SHOWN AT TOP OF
LADDER
ELEVATION5", MIN1 1/4"5", MIN
4 1/2"1 1/4"6"1"1 1/2" AL PIPE
POST
1/4" SET SCREW
ALUMINUM HANDRAILS 3 1/2"3/4"3/4"5"3 1/2" MIN
5" MIN
3/4"3/4"2 1/2"MIN3"MINEDGE OF CONCRETE
4-1/2"Ø SST BOLTS
5"2 1/2"TOP OF CONCRETE
6 1/2"1 3/8"3/4"3/4"1"1"2"TYPPLAN
6 1/2"
1 1/4"MAX1/2", MIN5/16", MIN
PLAN
2 1/2"2 1/2"4"1/4"MAXWALKING SURFACE
6'-0" MAX
ELEVATION
TYPE I EQEQ1/2"MINMIN MIN
CAST AL BASE PLATE
0552000
6'-0" MAX
3'-6"3'-6"5 3/4"7"TYPE II
4 1/4"TYP4" MAX OC
1/2"Øx5 1/2" SST
ADHESIVE ANCHORS (MIN
5" EMBEDMENT), TYP
4-1/2"Ø SST
ADHESIVE ANCHORS
(MIN 5" EMBEDMENT)
NOTE:
UNLESS SHOWN OTHERWISE ON THE CONTRACT
DRAWING, HANDRAILS SHALL BE TYPE I.
4-1/2"Ø SST ADHESIVE
ANCHORS (MIN 5"
EMBEDMENT)
1 1/2" ALUMINUM
PIPE POST
TYPE III STAIR/RAMP HANDRAIL
ADJUSTIBLE
STAIR FITTING
1 1/2" SCH, 40 ALUMINUM
PIPE (TYP FOR RAILS)
1 1/2" SCH, 80 ALUMINUM
PIPE (TYP FOR POSTS)
STAIR FITTING
3'-6"8"2'-10"17"3 3/8"
2"Ø AL SLEEVE
7" LONG
4- 3/8" HEX HEAD
BOLTS
RAILING
FLANGE
1/4" 'D' STOP
(ONE SIDE ONLY)
1 1/2" AL PIPE
POST
1 1/2" ALUMINUM
PIPE POST
CAST AL
BASE FLANGE
EXTRUDED ALUMINUM
TOEBOARD
3/8"Ø SST
SET SCREWS
EXTRUDED AL ADAPTER
(USED ONLY WITH AL
BASE FLANGE)
1 1/2" ALUMINUM
PIPE POST
1 1/2"x1/8" AL
CLAMP
CAST AL
BASE FLANGE
6 1/2"x2" ALUMINUM SIDE
MOUNT BRACKET, TYP
3/8"Ø SET
SCREWS1/4" 'D' STOP
(ONE SIDE ONLY)
1 1/2" AL PIPE
RAILING
1/2" AL PIPE
(VERTICAL)
TOEBOARD, TYPICAL
ALL HANDRAILS 9/16"Ø
HOLES
REMOVABLE
POST IN
CONCRETE
SIDE MOUNT
TO METAL
SURFACE MOUNTED
TO METAL
SURFACE MOUNTED
TO CONCRETE SIDE MOUNT
TO CONCRETE
ALUMINUM GRATING
AT FLOORAT WALL
SCHEDULE BASED ON 150 PSF
ALL AROUND
1/8" CLEARANCE
SPAN, S
AL L3x3x3/8, CONT
AL GRATING
0553000
SPAN, S DEPTH (MIN)CONCRETE ANCHOR (SIZE AND SPACING)
1 1/2"
1 3/4"
2"
2 1/4"
2 1/2"
1/2"Øx5 1/2" @ 18"
5/8"Øx6" @ 18"
316 SST CONCRETE
ADHESIVE ANCHOR
EXTRUDED
ALUMINUM FRAME
CONTINUOUS
ANCHOR STRAPS
1"x1/4"x6" @ 18"
(WELD TO FRAME)
MIN 2 EACH SIDE
0'-0"< S ≤4'-0"
4'-0"< S ≤5'-0"
5'-0"< S ≤5'-6"
5'-6"< S ≤6'-0"
6'-0"< S ≤6'-6"
L2x2x1/4
CORNER GUARD
0554001
3/8"Ø x 4" ARC
WELDED STUD @
2'-0" CC
NOTE:
CORNER GUARD REQUIRED ONLY
WHERE SHOWN ON PLANS
2'-4 1/2"
SELF-CLOSING GATE
HANDRAIL GATE
0552002
LATCH
ASSEMBLY
UNLESS NOTED
OTHERWISE
AL DOUBLE ANGLE
(SEE TABLE)2 3/4"1 1/2"1 1/2"
TYP
AL BEAM OR CHANNEL
(n) ROWS
3/4"Ø SST BOLTS
2 1/2"COPE TOP AND BOTTOM
FLANGES FOR BEAM
INSTALLATION AS REQD
2-L4x4x5/16x0'-5 1/2"2
3
12-L6x4x3/8x0'-3" LONG4", 5", 6"
8"
10", 12", 15"TYP1 ROW CONNECTION ONLY
PROVIDE ADD BOLT,
CENTER IN BEAM
TYP2-L4x4x5/16x0'-8"
ALUMINUM FRAMING CONNECTION
0513100
1 1/2"
TYP
AL BEAM OR CHANNELDEPTH
PROVIDE SHORT HORIZONTAL
SLOTTED HOLES IN WEB
AL DOUBLE ANGLESAL MEMBER DEPTH (N) ROWS
1/2"CONCRETE BEAM OR WALL
EMBEDMENT (SEE TABLE)
ADHESIVE ANCHORS (SEE TABLE)
3 1/2"
AL ANGLE (SEE TABLE)2 1/2"1 1/2"2 1/2"
TYP
1 1/2"
TYP
AL BEAM OR CHANNEL
2 ROW CONNECTIONS, CLIP
BOTTOM OF ANGLE 2" @ 45°
(n) ROWS 3/4"Ø SST BOLTS,
PROVIDE SHORT HORIZONTAL
SLOTTED HOLES IN WEB2 1/2"COPE BOTTOM FLANGE
FOR BEAM INSTALLATION
AS REQUIRED
AL MEMBER DEPTH AL DOUBLE ANGLES (n) ROWS
2-L4x3 1/2x3/8x0'-9"2
3
12-L6x4x3/8x3" LONG4", 5", 6"
8"
10", 12", 15"TYP1 ROW CONNECTION
ONLY PROVIDE ADD BOLT
SST ADHESIVE ANCHORS
2-5/8"Ø SST ADHESIVE ANCHORS
TYP4-5/8"Ø SST ADHESIVE ANCHORS
4-3/4"Ø SST ADHESIVE ANCHORS2-L4x3 1/2x3/8x0'-9"
1/4" NEOPRENE PAD W/
ADHESIVE (DUROMETER 60)
NOTE:
DURING INSTALLATION OF ADHESIVE ANCHORS BEAM TOP REINFORCEMENT SHALL
NOT BE CUT. PRIOR TO FABRICATION FIELD LOCATE REINFORCEMENT AND
LENGTHEN ANGLES AS REQUIRED LOWER ANCHORS TO CLEAR REINFORCEMENT.
ALUMINUM BEAM TO CONCRETE CONNECTION
0513000
EMBEDMENT
5", MIN
5", MIN
6 1/2", MIN
4"MIN6"LIC NES E D
109383
FREDRICK P. POWELL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-D-08
MECHANICAL
MECHANICAL STANDARD DETAILS ID. NAILOR
DUCT
DIA
4"EL VARIES
FRP DUCT
PROVIDE 1/2" THICK FRP
BUILD-UP, NEOPRENE
PAD AND TFE PAD, SEE
NOTE 1
PL 1/4"
PL 1/2"
5/8"Ø ADHESIVE
ANCHORS
PL 1/4" STRAP
DUCT DIA
+ 2"5"EL VARIES
FRP DUCT
PROVIDE 1/2" THICK FRP
BUILD-UP, NEOPRENE
PAD AND TFE PAD, SEE
NOTE 1
PL 1/4"
ADHESIVE ANCHORS
3/8"Ø BOLTS, TYP
SADDLE PL 1/4"
PL 1/4" STRAP
3/8"Ø BOLTS, TYP
3"1" NON-SHRINKGROUTSUPPORT FOR 4" TO 10" FA
DUCT ON CONCRETE
8"
2 1/2"
TYP
SADDLE PL 1/4"
PL 1/2
2"
1589201R
3/16TYP
120°
NOTES:
1.PROVIDE 1/4" NEOPRENE PAD (DUROMETER 50, MECHANICALLY
ROUGHENED) CONTINUOUSLY ADHERED TO SADDLE PLATE.
PROVIDE 1/8" TFE (TEFLON) PAD WHICH IS ETCHED AND BONDED
TO NEOPRENE PAD.
2.PIPE SUPPORT STRUCTURAL MEMBERS, CONNECTING ELEMENTS
AND SADDLE ASSEMBLY SHALL BE TYPE 304L STAINLESS STEEL.
DUCT
DIA
4"EL VARIES
FRP DUCT
PROVIDE 1/2" THICK FRP
BUILD-UP, NEOPRENE
PAD AND TFE PAD, SEE
NOTE 1
PL 1/4"
PL 1/4" STRAP
DUCT DIA
+ 2"
EL VARIES
FRP DUCT
PROVIDE 1/2" THICK
FRP BUILD-UP,
NEOPRENE PAD AND
TFE PAD, SEE NOTE 1
PL 1/4"
3/8"Ø BOLTS, TYP
SADDLE PL 1/4"
PL 1/4" STRAP
3/8"Ø BOLTS, TYP
3"
SUPPORT FOR 4" TO 10" FA
DUCT ON STEEL
SADDLE PL 1/4"
STEEL BEAM OR
COL CAP PL
1589202R
120°
3/16 TYP
STEEL FRAMING
EL VARIES
FRP DUCT
PROVIDE 1/2" THICK
FRP BUILD-UP,
NEOPRENE PAD AND
TFE PAD, SEE NOTE 1
PL 1/4"SADDLE PL 1/4"
PL 1/4" STRAP
3/8"Ø BOLTS, TYP
3"
STEEL FRAMING
PL 1/2"
SHIM AS REQD
4-3/4"Ø A325
BOLTS
WELDED CONNECTIONBOLTED CONNECTION
PL 1/2"
4-3/4"Ø A325 BOLTS
3/16TYP
NOTES:
1.PROVIDE 1/4" NEOPRENE PAD (DUROMETER 50, MECHANICALLY ROUGHENED)
CONTINUOUSLY ADHERED TO SADDLE PLATE. PROVIDE 1/8" TFE (TEFLON) PAD
WHICH IS ETCHED AND BONDED TO NEOPRENE PAD.
2.PIPE SUPPORT STRUCTURAL MEMBERS, CONNECTING ELEMENTS AND SADDLE
ASSEMBLY SHALL BE TYPE 304L STAINLESS STEEL.
DUCT DIA
EL VARIES
FRP DUCT
PROVIDE 1/2" THICK FRP
BUILD-UP, NEOPRENE
PAD AND TFE PAD, SEE
NOTE 1 PL 3/8" STRAPS
5/8"Ø BOLTS, TYP
SADDLE PL 3/8"4"PL 3/8"
PL 5/8"
"N" ROWS 3/4"Ø ADHESIVE
ANCHORS, 2 PER ROW
DUCT DIA + 2"6"SUPPORT FOR 12" TO 36" FA
DUCT ON CONCRETE
DUCT DIA
16"-18"
12" -14"
20"-36"
2"EQ
EL VARIES
FRP DUCT
PROVIDE 1/2" THICK
FRP BUILD-UP,
NEOPRENE PAD AND
TFE PAD, SEE NOTE 1
PL 3/8"
ADHESIVE ANCHORS
5/8" BOLTS, TYP
PL 5/8"
"W"
3"
TYP
SADDLE PL 3/8"
"N"
2
3
4
1589203R1" NON-SHRINKGROUT1/4TYP
NOTES:
1.PROVIDE 1/4" NEOPRENE PAD (DUROMETER 50, MECHANICALLY
ROUGHENED) CONTINUOUSLY ADHERED TO SADDLE PLATE.
PROVIDE 1/8" TFE (TEFLON) PAD WHICH IS ETCHED AND BONDED
TO NEOPRENE PAD.
2.PIPE SUPPORT STRUCTURAL MEMBERS, CONNECTING ELEMENTS
AND SADDLE ASSEMBLY SHALL BE TYPE 304L STAINLESS STEEL.
3.FRP DUCT MANUFACTURER TO VERIFY "W"30°90.047
1
°30°STIFFENER PL 3/8"
WHEN DUCT SIZE IS
20" AND LARGER
PL 3/8"X3" STRAPS
"W"
9
9
10
EL VARIES
FRP DUCT
PROVIDE 1/2" THICK FRP
BUILD-UP, NEOPRENE
PAD AND TFE PAD, SEE
NOTE 1 PL 3/8" STRAPS
5/8"Ø BOLTS, TYP
SADDLE PL 3/8"
PL 3/8"
SUPPORT FOR 12" TO 36"
FRP DUCT ON STEEL
STEEL FRAMING
STEEL BEAM
OR COL CAP
1589204R
DUCT DIA
4"1/4 TYP
EL VARIES
FRP DUCT
PROVIDE 1/2" THICK
FRP BUILD-UP,
NEOPRENE PAD AND
TFE PAD, SEE NOTE 1
PL 3/8"
"W"
PL 5/8"
SADDLE PL 3/8"
3/4"Ø A325 BOLTS
STEEL FRAMING
SADDLE PL 3/8"
PL 3/8" STRAPS
5/8"Ø BOLTS, TYP
SHIM AS REQD
NOTES:
1.PROVIDE 1/4" NEOPRENE PAD (DUROMETER 50, MECHANICALLY
ROUGHENED) CONTINUOUSLY ADHERED TO SADDLE PLATE.
PROVIDE 1/8" TFE (TEFLON) PAD WHICH IS ETCHED AND BONDED
TO NEOPRENE PAD.
2.PIPE SUPPORT STRUCTURAL MEMBERS, CONNECTING ELEMENTS
AND SADDLE ASSEMBLY SHALL BE TYPE 304L STAINLESS STEEL.
3.FRP DUCT MANUFACTURER TO VERIFY "W".
PL 5/8"
DUCT DIA + 2"
2"EQ
"N" ROWS 3/4"Ø A325
BOLTS, 2 BOLTS PER
ROW DUCT DIA
16"-18"
12" -14"
20"-36"
"N"
2
3
4
1/4TYP
BOLTED CONNECTION
WELDED CONNECTION
STIFFENER PL 3/8"
WHEN DUCT SIZE IS
20" AND LARGER30°60°30°FRP DUCT
PL 3/8"
"W"
9
9
10
PL 3/8"X3" STRAPS
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-D-09
MECHANICAL
MECHANICAL STANDARD DETAILS IID. NAILOR
PIPE SUPPORT
CHANNEL FRAME
CARRIER PIPE
PIPE CLAMP
"Z" CLAMP
1509402
EXPANSION ANCHOR
BOLTS AS REQUIRED
PIPE WALL SUPPORT AND SUPPORT RACK
SHALL BE ASSEMBLED W/ CHANNEL FRAMES
AND ACCESSORIES AS MANUFACTURED BY
UNISTRUT CORP OR EQUAL
1" NON SHRINK GROUT
1/2" THICK x 1/2 FLANGE OD
WIDE. ANCHOR TO FLOOR OR WALL
WITH: PIPE SIZE 12" AND
SMALLER 4-1/2"Ø SST ANCHOR
BOLTS (5" EMB) PIPE SIZE GREATER
THAN 12" 6-3/4"Ø SST ANCHOR
BOLTS (7" EMB)
3/8" STIFFENERS (4 REQD)
3/8" THICK SUPPORT PLATE,
DRILL TO MATCH PIPE
FLANGE-BOLT TO FLANGE
WITH LONGER BOLTS
PIPE OD
FLANGE OD
140°VARIESVARIES1/3 1/3 1/3
FLANGE OD+2"
FABRICATED PIPE SUPPORT
(AT FLANGE)
1509409
EXPANSION ANCHOR BOLT (D)
(4 REQD EACH SUPPORT SEE
SCHEDULE A)
1" NONSHRINK GROUT
BASE ELBOW OR TEE
SEE SCHEDULE A
MACHINE BOLTS - SAME
DIA AS EXP ANCHOR BOLTS
(4 REQD EACH BASE,
LENGTH AS REQD BY
FLANGES)
SUPPORT PIPE - SEE
SCHEDULE A
B
A
BC
VARIESBASE ELBOW (TEE)
1509400
NOTE:
FLOOR DRAINS TO HAVE CPVC INLET GRATES
45° WYE AND 45° BEND
FOR VENT LINE IF REQD
FINISH FLOOR - FORM
2'-0"Ø DISH WHERE REQD
FLOOR DRAIN WITH
SEDIMENT BUCKET
AND ADJUSTABLE TOP
1542102R
FLOOR DRAIN
2" 316 SST NIPPLE
2" 316 SST BALL
VALVE, 2 PIECE DESIGN
BY APOLLO OR LEGEND
2"-90° 316 SST BEND,
TYP
DRILL AND TAP
2" SCH 80 PVC TO
DRAIN OR BELOW
BASIN TOP OF WALL
2" SCH 40 316 SS
PIPE
DETAIL
MANUAL AIR RELEASE VALVE
NOTE:
CONTRACTOR SHALL ROUTE 1 1/2" DRAIN
BACK TO THE WET WELL. DRAIN PIPE SHALL
TERMINATE 2-INCHES ABOVE THE GRATING.
CONTRACTOR SHALL PROVIDE A 2 1/2 INCH
HOLE IN THE GRATING DIRECTLY BELOW
THE DRAIN PIPE.
COMPRESSIVE LINK TYPE
SEAL FOR CORED
OPENINGS, TYP 1/2"Ø SST ADHESIVE ANCHOR
WITH 6" EMBEDMENT, TYP
CORE DRILL
OPENING
AS REQUIRED
8-1/2" Ø SST
ADHESIVE ANCHORS
BUILT-UP SHOULDER SUPPORT
DUCT PENETRATION THRU
WALL OR SLAB
1589211
SEALANT ALL AROUND, TYP
CONCRETE WALL OR SLAB
NONSHRINK GROUT
6"
WALL PIPE WITH INTEGRAL
WATERSTOP (FLGxPE) OR
(MJ x PE) RESTRAINT
6"EXISTING CONCRETE WALL
PIPE
9" FOR PIPES 36" DIA AND LARGER
6" FOR PIPES 30" DIA AND SMALLER
NEW CONCRETE WALL
1509209R
WALL THIMBLE (FLG x PE)
OR (MJ RESTRAINT x PE)
NONSHRINK GROUT
PIPE
WALL PIPE WITH INTEGRAL
WATERSTOP (FLGxFLG) OR
(MJ RESTRAINT x FLG)
NEW CONCRETE WALL
9" FOR PIPES 36" DIA AND LARGER
TYPICAL FOR BOTH SIDES
6" FOR PIPES 30" DIA AND SMALLER
EXISTING CONCRETE WALL 6"1509208R
WALL THIMBLE (FLG x FLG)
OR (MJ RESTRAINT x FLG)
FLOOR PENETRATION
1509200R
FLOOR SLEEVE SHALL
BE SIZED TO ALLOW
PASSAGE OF PIPE
FLANGE
CONCRETE
FLOOR
STEEL FLOOR SLEEVE
WITH WATERSTOP COLLAR
PIPEPROVIDE STEEL
RING COVER
MIN3"STAINLESS STEEL BOLTS
COMPRESSIBLE LINK TYPE SEAL,
TWO REQUIRED FOR WALL
THICKNESS GREATER THAN 10"
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. MILLER
V. PANEZ
M-D-10
MECHANICAL
MECHANICAL STANDARD DETAILS IIID. NAILOR
STEEL TAB
1/8"
1"
1516401
PIPE OR FLANGE
SHROUD OD
STEEL TAB THK
SEE THREADED
ROD SCHEDULE
HOLE DIAMETER
SEE THREADED
ROD SCHEDULE
THICKNESSVARIES1"1"1 1/2"HARNESSED FLANGED ADAPTER
1516402
NOTE:
ALL FLANGED ADAPTERS SHALL BE HARNESSED AND BACK BOLTED TO
PREVENT MOVEMENT IN EITHER DIRECTION. SEE THREADED ROD
SCHEDULE FOR ROD DIAMETER, MATERIAL AND STEEL TAB THICKNESS.
THREADED RODS, TYP
LENGTH AS REQD
STEEL TABS, TYP
FLG x PE PIECE,
LENGTH AS REQD
FLANGED ADAPTER
BACKING BOLTS, TYP
DETAIL
TYPICAL INSECT SCREEN DETAIL
CAP SCREWS W/NUT
AND LOCK WASHERS
(AS REQUIRED)
INSECT SCREEN
1/4" PLATE WELD ALL
AROUND
1/2" - GAUGE
FLATTEN EXPANDED
METAL PLATE
1/4" RING PLATE
DETAIL
GOOSE NECK VENT
FRP VENT, SEE DWG
FOR SIZE
TYPICAL INSECT
SCREEN SEE DETAIL
SLAB OR TANK
1510701
YARD HYDRANT
NON SHRINK GROUT
EXISTING CONCRETE WALL
NO BEVEL
1"x2" MIN FRP RING
NEW CONCRETE WALL
BEVEL
FRP PIPE
GLASS FIBER REINFORCED
PLASTIC SLEEVE WITH FULL
WIDTH RUBBER GASKET
SEAL EPDM OR EQUAL
DETAIL
FRP WALL PIPE
CONCRETE WEIR WALL ON EXPANSION BOLT
1/2"x3 1/2" SLOT, CENTERED
6" FROM ENDS
WASHER AT 24" OC MAXIMUM,
3/8" SST EXP BOLT AND SST
WEIR OPENING, 4" ON EACH SIDE
LENGTH SHALL BE 8" LONGER THAN
6"8"1 3/4"RECOMMENDED BY MANUFACTURER
FRP WEIR PLATE, THICKNESS AS
INITIAL EL
UNLESS OTHERWISE NOTED***2"4"12"4"7" DIA FRP WASHER
1517405
WEIR PLATE
3/4" CHAMFER AND SEALANT
LIC NES E D
113114
BRANDT N. MILLER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-D-11
ELECTRICAL
STANDARD DETAILS IG. RATASKY
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-D-12
ELECTRICAL
STANDARD DETAILS IIG. RATASKY
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-D-13
ELECTRICAL
STANDARD DETAILS IIIG. RATASKY
LIC NES E D
121398
BRETT D. BUELTEL
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS 60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
B. BUELTEL
N. STEWART
E-D-14
ELECTRICAL
STANDARD DETAILS IVG. RATASKY
3/8" SST ANCHOR
SHACKLES W/ PIN
667(<()8//<
THREADED BOLT
ADHESIVELY ANCHORED
W/ 5" MIN EMBEDMENT &
6" MIN EDGE DISTANCE
3/8"X3" SST
WELDED RING
SST WIRE ROPE
CLIP, TYP
667&$%/(
SST KELLUM TYPE
GRIP CONNECTOR
JUNCTION BOX
3/8"-3000# SST
CHAIN
CABLE PER PUMP
MANF, TYP
PUMP LIFTING
CHAIN PER MANF
RWW PUMP
NOTES:
1.CHAIN LENGTH SHALL BE DETERMINED IN FIELD.
CONTRACTOR SHALL FIELD VERIFY CHAIN LENGTH
AND KELLUM LOCATION WITH PUMP REMOVAL AND
REPLACEMENT PRIOR TO INSTALLATION OF EYE BOLT.
2.CONTRACTOR SHALL LOCATE REINFORCEMENT PRIOR
TO INSTALLING EYE BOLT. REINFORCEMENT SHALL
NOT BE CUT.
3.STAINLESS STEEL SHALL BE TYPE 316 SEE NOTE 1WIREWAY TRENCH
PUMP CABLE INTERMEDIATE SUPPORT
AL CHKD PL W/ GASKET
12"LIC NES E D
121398
BRETT D. BUELTEL
1/2" PIPE NIPPLE
(FOR PRESSURE)1/2" THREADOLET
PRESSURE TAP
PRESSURE TAP
1765001
1/2"x1/4" REDUCER
REQUIRED FOR
PRESSURE SWITCH
1/2" SHUT-OFF
THREADED TAP
PRESSURE GAUGE OR SWITCH
INSTALLATION WITH THREADED TAP
USED FOR PIPES 2" AND LARGER
(SHOWN WITHOUT DIAPHRAGM SEAL)
1765002
BALL VALVE
1769801
FOR HEAVY SOLIDS/SLURRY SERVICE
1/2" 316 SST PIPE
SWITCH
PRESSURE
GAUGE
PRESSURE
INSTRUMENTS
MOUNTING DUAL
PROVIDE TEE WHEN
FLANGED PROCESS PIPING
MOUNT RING BETWEEN
IN-LINE ISOLATING RING DETAIL
REMOVABLE GRATING
OR ACCESS HATCH
ALUMINUM OR FRP
FLOAT SWITCH, TYP
CABLE HOLDER
MOUNTING DETAILS
TYPICAL LEVEL SWITCH18"MIN1767001
CABLE BRACKET
MOUNTED TO WALL
(CABLE SHALL SLIDE
FREELY), TYPICAL
3/8" SST EXP ANCHOR
AND EYE BOLT
SST CLAMP, TYP
1/4" SST WIRE ROPE
ANCHOR
2 SST SPLIT BOLT
CONNECTORS, TYP
BOTH ENDS WIRE
ROPE
1767003
FLEXIBLE WATERTIGHT CONDUIT
TO JUNCTION BOX
STAINLESS STEEL BLIND FLANGE
6"Ø SCH 40 304 SST PIPE
SST ANCHOR TAB,
TYP OF 4
SST HOOK WELDED
TO BLIND FLANGE
FLOOR SLAB
LIQUID LEVEL
HIGH WATER ALARM LEVEL SWITCH
MOUNTING DETAIL6"W/ 1/2" NIPPLE TO JUNCTION BOX
W
W+12"
6"6"
2.5xD
D
1.5xD H+12"H6"6"PANEL
STANCHION
OR WALL
MOUNT
FRP OR SST
SUNSHADE
1752001
SUNSHADE FOR OUTDOOR PANELS
PANEL
1.PANELS SHALL BE PROVIDED WITH SUNSHADES AS SPECIFIED
OR AS SHOWN ON THE DRAWINGS.
2.SUNSHADES SHALL BE FRP, STYLE E AS MANUFACTURED BY
O'BRIEN CORPORATION, OR EQUAL, OR FABRICATED FROM 10
GAUGE TYPE 304 STAINLESS STEEL. WHERE PRACTICAL, PANELS
AND INSTRUMENTS SHALL BE MOUNTED IN A NORTH FACING
DIRECTION.
3.CONTRACTOR SHALL VERIFY PANEL SIZE BEFORE CONSTRUCTION
OF SUNSHADE AND MODIFY AS REQUIRED TO PROTECT PANELS
FROM THE EFFECTS OF SOLAR HEAT GAIN.
4.SUNSHADES SHALL BE SUITABLE FOR WALL OR STAND
MOUNTING.
NOTES
FRONT
ELEVATION
SECTION
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
C. KOLESA
C. KOLESA
I-D-15
INSTRUMENTATION
STANDARD DETAILS ID. EDWARDS
1774901
SUBMERSIBLE LEVEL (PRESSURE) TRANSMITTER
OPEN TANK WALL MOUNTING DETAIL
1" PVC FLUSHING
MINIMUM 4" DIA SCH 80
TO WALL WITH WALL
PRESSURE SENSOR,2"MAX DIAMETER 1 INCH
6"EXPANSION ANCHOR
BOLTS AS REQUIRED
CHANNEL FRAME
CARRIER PIPE
PIPE CLAMP
"Z" CLAMP
WALL SUPPORT AND SUPPORT RACK
SHALL BE ASSEMBLED W/ CHANNEL FRAMES
AND ACCESSORIES AS MANUFACTURED BY
UNISTRUT CORP OR EQUAL
TERMINAL HOUSING MOUNTED ON
316 SST UNISTRUT SUPPORT
MOUNTING BRACKET
STILLING WELL WALL
STILLING WELL
WALL SUPPORT
SST CLAMP, TYP
1/4" SST WIRE ROPE
ANCHOR, DIAMETER SHALL
2 SST SPLIT BOLT
CONNECTORS, TYP
BOTH ENDS WIRE ROPE
BRACKETS AS REQUIRED
PVC SLEEVE SECURED
BE LESS THAN STILLING
WELL INSIDE DIAMETER 12"3/16" 304 SST PLATE
COORDINATE HOLE LOCATIONS AND SIZES
WITH TRANSDUCER OR TRANSMITTER
MOUNTING REQUIREMENTS
3/16" 304 SST PLATE, TYP
AND BOLT, TYP 4 PLACES
1/2"Ø SST EXPANSION ANCHOR12"6"
BOLTS SHOP WELDED
TO PLATE, COORDINATE
TRANSDUCER MOUNTING
3/8" NEOPRENE
8"
GASKET
REQUIREMENTS, TYP 4 PLACES
SIZE AND LENGTH WITH
10" MINAIR RELEASE, EXTEND
TO ACCESSIBLE LOCATION
CONNECTION AND
STILLING WELL WALL SUPPORT
STILLING WELL MOUNTING BRACKET
SENSOR
CABLE
BUSHING, 1.5"
NPT THREAD
TANK
BOTTOM
1774005
TANK MOUNTING DETAIL
ULTRASONIC LEVEL TRANSDUCER6"ULTRASONIC TRANSDUCER
W/ MOUNTING FLANGE
GASKET
MIN 4" 150# FLANGED
NOZZLE
TANK COVER
2'-0" MIN
FROM NEAR WALL OR
OBSTRUCTION TO
ULTRASONIC BEAM
MOUNTED IN CONCRETE SLAB
4-WIRE TRANSMITTER
1770001
FRONT VIEW SIDE VIEW
3/4" CONDUIT STRAP, TYP
W/ MIN 4" EMBED, TYP OF 4
1/2"Ø ADHESIVE ANCHOR
GRADE OR FLOOR
SEE NOTE 1
BASEPLATE
SEE NOTE 2
NOTES:
1.WHEN NO CONCRETE IS AVAILABLE, POUR CLASS "B"
CONCRETE SLAB, 30"x30"x18"D MINIMUM.
2.COAT ALUMINUM SURFACES IN CONTACT WITH
CONCRETE IN ACCORDANCE WITH DIVISION 9
REQUIREMENTS.
3.ALL BOLTS, NUTS, AND WASHERS SHALL BE TYPE 316
STAINLESS STEEL.
4.APPLETON FSC CAST ALUMINUM BOX WITH FSK-1VS
COVER, OR EQUAL.
5.REFER TO DETAIL 1752001 FOR SUNSHIELD DIMENSION
REQUIREMENTS. IF TRANSMITTER REQUIRES SIDE
ACCESS, CUT 6"Ø HOLE IN SUNSHIELD WHERE
NECESSARY TO PROVIDE ADEQUATE ACCESS.
6.CONDUIT TYPE AND MATERIALS OF CONSTRUCTION FOR
SUPPORTS AND HARDWARE SHALL BE AS REQUIRED
FOR THE AREA IN WHICH IT IS INSTALLED.
11"
9/16" HOLES, TYP
3/4" THICK
ALUMINUM PLATE
AL CS 6x4.03
WELDED TO PLATE 6"BASE PLATE PLAN
3/4" RIGID CONDUIT
1/2" LIQUID-TIGHT
FLEXIBLE METALLIC CONDUIT
DISCONNECT
120 VAC
PROTECTOR
120 VAC SURGE
SIGNAL SURGE PROTECTOR
48"-60"TRANSMITTER, FACING
SUNSHIELD FOR
SEE NOTE 4
ROUND CORNERS
1/2" RADIUS, TYP
ALUMINUM (AL)
CONDUIT STRAP PLAN
ALUMINUM STRAP
3/4" 1-HOLE SCH 80
WITH CLAMP BACK
CONDUIT
3/4" RIGID
OUTSIDE INSTALLATION
NORTH WHERE POSSIBLE
SEE NOTE 5
1" TYPSEE NOTE 6
MOUNTED AS REQUIRED
SEE NOTE 6
AND NUT
1/4" BOLT12" MAXSEE NOTE 6
BASEPLATE PLAN
CHANNEL, SEE
MIN 3 1/2" TO EDGE OF CONC
1/44" MAXCHANNEL
1774001
TANK MOUNTING DETAIL
ULTRASONIC LEVEL TRANSDUCER
ULTRASONIC TRANSDUCER
SST ANCHOR TAB, TYP OF 4
AS REQD BY MANUFACTURER)
6"Ø SCH 40 304 SST PIPE (OR
POLYPROPYLENE MOUNTING FLANGE
THREADED PIPE WELDED TO
LIQUID-TIGHT CONDUIT
SENSOR CABLE IN FLEXIBLE METAL
HANDRAIL OR PIPE STAND, TYP
4"VARIES
2'-0"
MIN
COUPLING
WITH SUBMERGENCE SHIELD
NON-HAZARDOUS AREA HAZARDOUS AREA
NEMA 4X SST JUNCTION BOX OR LB
SEAL-OFF WITH APPROVED CHICO COMPOUND
SENSOR CABLE IN RIGID
CONDUIT AS SPECIFIED
POST MOUNTED
TRANSMITTER INDICATOR
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
HAZEN AND SAWYER
8150 N. CENTRAL EXPRESSWAY, SUITE 700
DALLAS, TX 75206
HICKORY CREEK DETENTION FACILITY
AND PECAN CREEK WRP
WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY
CITY OF DENTON, TEXAS
0 1"1/2"
60702-001
5768CONTRACT N0.:
HAZEN NO.:
DATE:DECEMBER 2018
DRAWING
NUMBER:
B. MILLER
BID SET
BIDDING 12/2018 BNM
C. KOLESA
C. KOLESA
I-D-16
INSTRUMENTATION
STANDARD DETAILS IID. EDWARDS