Map DetailsISSUED FOR PERMITTING
Weaver
Consultants
Group
WEAVER CONSULTANTS GROUPCIVIL CONSTRUCTION PLANS FOR
NORTH LAKES PUBLIC RECYCLING
DROP OFF STATION
JUNE 2020
CITY OF DENTON, DENTON COUNTY, TEXAS
PROJECT LOCATION MAP
CITY OF DENTON PROJECT NO. ZCP20-0029
6/ 9 / 2020
WEAVER CONSULTANTS GROUPWeaver Consultants Group
EAVE MEMBER
BASE GIRT
"R" Panel Wall Fastening Schedule @
Base, Eave Girts & End Laps
1/4-14 X 7/8" SDWW
@ EAVE & RIDGE PURLINS & END LAPS
#12/14 x 1 1/2" SDWW
16" O/C @ ALL SIDE LAPS
"R" Panel Wall Fastening Schedule @
Intermediate Girts1 1/4"@ INTERMEDIATE PURLINS
#12/14 x 1 1/2" SDWW
16" O/C @ ALL SIDE LAPS
1/4-14 x 7/8" SDWW1 1/4"CURB w/ TRIM
"BD5" BASE TRIM
3/8"
"R-PANEL"
SIDING PANEL
#12/14 x 1 1/2"
SDWW
BASE TRIM
"BD5"
BASE ANGLE
ANCHOR
CURB w/ CLOSURE
3/8"
"R-PANEL"
SIDING PANEL
#12/14 x 1 1/2"
SDWW
"R-PANEL" INSIDE
CLOSURES
BASE ANGLE
ANCHOR
5/8"3/8"
1/8"
1/8"
f
"Flexrib" Standard Details
OPENING HEAD
"BD5" BASE TRIM
"R-PANEL"
SIDING PANEL
#12/14 x 1 1/2"
SDWW
"BD5" BASE
TRIM
5/8"
1/8"
1/8"
3/8"
CAULKING
"R-PANEL"
SIDING PANEL
#12/14 x 1 1/2"
SDWW
1/4-14 x 7/8"
SDWW @ 12" O/C
CAULKING
WINDOW, LOUVER,
OR DOOR FRAME
(N.B.F.)
OPENING SILL
WINDOW, LOUVER,
OR DOOR FRAME
(N.B.F.)
SILL TRIM
"ST4"
SUPPORT
"R-PANEL" OUTSIDE
CLOSURES
OPENING JAMB
"R-PANEL"
SIDING PANEL #12/14 x 1 1/2"
SDWW
"EJ5"
EDGING TRIM
CAULKING
WINDOW, LOUVER,
OR DOOR FRAME
(N.B.F.)
SUPPORT
"ST4" SILL TRIM
1/8"
1/8"
f 5/8"
1/4"
1/2"
1/8"
95°
175°
1/4"
5/8"
1/4"
1/8"
"EJ5" EDGING TRIM
SUPPORT
OUTSIDE CORNER DETAIL
"R-PANEL"
SIDING PANEL
#12/14 x 1 1/2"
SDWW
1/4-14 x 7/8"
SDWW @ 16" O/C
OUTSIDE CORNER
TRIM "OS3"
1/4-14 x 7/8"
SDWW @ 16" O/C
"R-PANEL"
SIDING PANEL
"OS3" OUTSIDE CORNER TRIM
1/8"1/4"
1/4"
1 3/8"
1"
1/4"
1/8"
f
120°
"IS3" INSIDE CORNER TRIM
1/8"
1/4"
1/4"
1 3/8"
1"
1/4"
1/8"
120°
120°
120°
INSIDE CORNER DETAIL
SUPPORT
1/4-14 x 7/8"
SDWW @ 16" O/C
INSIDE CORNER
TRIM "IS3"
"R-PANEL"
SIDING PANEL
"R-PANEL"
SIDING PANEL
SUPPORT
f
"R-PANEL" INSIDE CLOSURES
"R-PANEL" STANDARD ACCESSORIES
NOTES:
1. "R-PANEL" CLOSURES ARE A CLOSED CELL POLYETHYLENE FACTORY FORMED TO THE PANEL PROFILE
AS SHOWN ABOVE.
2. SEALER TAPE IS A NON-DRYING, NON-SKINNING, BUTYL BASE TAPE SUPPLIED IN 3/32" THICK x 1/2"
WIDE x 50' ROLLS.
3. FASTENERS ARE ZINC PLATED CARBON STEEL, 5/16" HEX HEAD, SELF DRILLING & SELF TAPPING METAL
SCREWS. FASTENERS CAN BE SUPPLIED WITH PAINTED HEADS TO MATCH ROOFING OR SIDING.
4. CONTACT FACTORY FOR PRICE AND AVAILABILITY OF NON-STANDARD ACCESSORIES.
REQ'D:________ PCS. @ 3'-0" LG.REQ'D:________ LIN. FT. (25' ROLL)
REQ'D:________ ROLLS @ 50'-0" LG.
11
2" x 11
2" UNIVERSAL CLOSURE
3/32" x 1/2" SEALER TAPE "ST1"STANDARD FASTENERS
REQ'D:________ PCS.
1/4-14 x 7/8" SDWW
REQ'D:________ PCS.
#12/14 x 1 1/2" SDWW
SHEETING
SCREWS
LAP & TRIM
SCREWS
REQ'D:________ PCS. @ 3'-0" LG.
"R-PANEL" OUTSIDE CLOSURES
36" COVERAGE
FLEXOSPAN RESERVES THE RIGHT TO REVISE, ADD, OR DELETE ANY DETAIL OR INFORMATION HEREIN WITHOUT PRIOR NOTICE.
11
4"
RBL-PANEL w/BEARING LEG
120°
120°
120°
1/4"
120°
1/4"
f
f
6/ 9 / 2020
WEAVER CONSULTANTS GROUPWeaver Consultants Group
6/ 9 / 2020
WEAVER CONSULTANTS GROUPWeaver Consultants Group
6/ 9 / 2020
WEAVER CONSULTANTS GROUPWeaver Consultants Group
4.80
1
134.67
1
SITE
6/ 9 / 2020
WEAVER CONSULTANTS GROUPWeaver Consultants Group
CITY OF DENTON - NORTH LAKE PUBLIC RECYCLING DROP-OFF FACILITY
NARRATIVE
THE PUBLIC RECYCLING DROP-OFF FACILITY FOR THE CITY OF DENTON SOLID
WASTE & RECYCLING DEPARTMENT IS A PROPOSED ENCLOSED 13,050 SQUARE
FEET CONCRETE PAD WITH 10-FT HIGH R - PANEL MATERIAL FENCING. THE
PROJECT IS LOCATED AT THE NORTHEAST CORNER OF THE DENTON SOCCER
COMPLEX ADJACENT TO THE “GRAVEL PAVE” PARKING AREA. THE SITE IS
ROUGHLY 2,115 FEET NORTH AND 650 FEET EAST OF THE INTERSECTION OF
NORTH BONNIE BRAE STREET AND WEST WINDSOR DRIVE.
THE PROJECT UTILITIES ARE STRICTLY ELECTRICAL IN NATURE TO OPERATE THE
SLIDE GATES AND ANY NEW LIGHTING REQUIREMENTS FOR SERVICE HOURS.
THERE IS AN EXISTING 42-INCH THAT RUNS ON THE NORTH SIDE AND THE WEST
SIDE OF THE PROPOSED PAD, BUT THE CLOSETS THE WATERLINE COMES TO THE
DEVELOPMENT IS TO THE WEST SIDE OF THE SWALE APPROXIMATELY 130-FT
AWAY. THERE IS ALSO AN EXISTING 8-INCH SANITARY SEWER LINE THAT IS
APPROXIMATELY 500-FT EAST AND 1,600-FT SOUTH OF THE PROPOSED SITE.
THE PROJECT CONSIST MAINLY OF 3,600 PSI CONCRETE 8-INCHES IN THICKNESS
WITH 6-INCHES OF RE-COMPACTED SUBGRADE PER THE ETTL ENGINEERS AND
CONSULTANTS GEOTECHNICAL INVESTIGATION DATED APRIL 2020, REPORT
NUMBER G5405-2012. THE PAD WILL BE ENCLOSED WITH R - PANEL FENCING
AND WILL HAVE TWO (2) 30-FT OPENING SINGLE SLIDE GATES ON V-TRACK
COVERED R-PANEL WITH TWO (2) LIFTMASTER CSL24U OPERATORS WITH
KEYPADS OR APPROVED EQUAL. A 25-FT SINGLE ARM STREET LIGHT IS PROPOSED
AS WELL WITH NECESSARY ELECTRICAL INSTALLATION.
ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88) AS ESTABLISHED BY REAL-TIME,
KINEMATIC SURVEY OBSERVATIONS UTILIZING THE ALLTERRA CENTRAL
RTKNET SERVICE AND MAY BE REFERENCED BY THE SITE BENCHMARKS AS
DETAILED BELOW:
SITE BENCHMARK # 101
CUT CROSS IN TOP OF WESTERLY CURB LINE OF A CONCRETE ENTRANCE
ROAD IN NORTH LAKES PARK, DENTON, TX, APPROXMATELY 0.4' SOUTH OF
CURB END AT THE EASTERLY TURN TO A GRAVEL PARKING LOT. (SHOWN
HEREON) SAID CROSS HAVING GRID COORDINATES OF NORTHING:
7,138,648.776, EASTING: 2,378,662.241, TEXAS COORDINATE SYSTEM OF
1988, NORTH AMERICAN DATUM OF 1988(2011)[EPOCH 2010.00], NORTH
CENTRAL ZONE, AND HAVING AN ELEVATION OF 689.31 (NAVD 88).
SITE BENCHMARK # 102
CUT CROSS IN TOP OF NORTHERLY CURB LINE OF A CONCRETE ENTRANCE
ROAD AND PARKING LOT ALONG THE SOUTH SIDE OF A SOCCER FIELD IN
NORTH LAKES PARK, DENTON, TX, APPROXIMATELY 80 FEET EAST OF THE
CURB CORNER AT NEAR THE SOUTHWEST CORNER OF SAID SOCCER FIELD,
APPROXIMATELY 90 FEET NORTH OF A STEEL MAINTENACE BUILDING, AND
APPROXIMATELY 1,000 FEET SOUTH OF THE GRAVEL PARKING LOT
(REFERENCED IN SITE BENCMARK #101). SAID CROSS HAVING GRID
COORDINATES OF NORTHING: 7,137,578.694, EASTING: 2,378,718.740,
TEXAS COORDINATE SYSTEM OF 1988, NORTH AMERICAN DATUM OF
1988(2011)[EPOCH 2010.00], NORTH CENTRAL ZONE, AND HAVING AN
ELEVATION OF 689.37 (NAVD 88).
6/ 9 / 2020
Page 1 of 2
Denton Municipal Electric
Customer Requirements Document
Commercial & Industrial
Please Complete in Full and return to the DME Engineering Rep for this project with a digital copy (.dwg) of the plat with civil, plan & profile,
with water and sewer locations shown (existing and proposed)
Customer: Phone #: Cell #:
Project Address:
Mailing Address:
General Contractor: Phone #: Cell #:
Electrical Contractor: Phone #: Cell #:
DESIGNATED RESPONSIBLE PARTY FOR PAYMENT OF COSTS ASSOCIATED WITH PROVISION OF ELECTRICAL SERVICE SUCH AS CIAC.
Customer: General Contractor: Architect: Electrical Contractor: Other:
ELECTRICAL REQUIREMENTS
Site Plan. Mark desired meter, transformer, and other equipment locations. Survey or plats may be required. All utility easements should be
platted.
Service Type Overhead Underground
Hours of Operation. 8 to 5 24 hours Other
No. of Electric Meters Requested Service Sizes (Amps)
No. of conductors/phase and service sizes (Amps)
Service Request Dates Temporary Service Permanent Service
Allow up to ten (10 business days for preliminary cost estimate and an additional 3 weeks (minimum) for scheduling DME construction crews
Required permits, utility easements, and surveying will necessitate additional design time.
All three‐phase transformers will require up to 16 weeks of lead time. There is no exceptions to this time.
DME will provide the least cost design. This design will be considered iterative design #1.
Excess facilities at the request of the customer may result in additional charges to the customer.
COST ESTIMATES ARE GOOD FOR 30 DAYS
Pursuant to DME’s tariff for service delivery, the extension length or cost of additional electric facilities is:
$ cost to customer. Customer Initials: DME Initials: Date:
It is the responsibility of the developer to clear rights‐of‐way, establish final grade and provide staking of property corners prior to the installation of Denton
Municipal Electric facilities.
Signature Title Phone Date
Other than Additional Design Charges for iterative designs as applicable, no Customer payment is required at the time the Customer completes and returns this
document to DME. Any additional Customer charges, if applicable, will be established through a separate agreement between DME and the Customer.
Date Received by DME:
Received by:
Customer is required to provide, without cost to DME: 1) suitable space on Customer’s premises for the installation and maintenance of the facilities;
2) rough site grading to final grade along the route of facilities and clearing of all obstructions; 3) required easement(s) and right(s) of way, and (4)
staking of property corners.
City of Denton
X
1 100
one (1)100
Page 2 of 2
Denton Municipal Electric
Customer Requirements Document
Commercial & Industrial
Customer: Indicate One Only: New Load: Added Load to Existing:
Requested Voltage (select only one):
1 Phase, 120/240V: 3 phase, 120/208Y V: 3 phase, 120/240Δ V: 3 phase, 277/480Y V: 3 Phase, 480Δ V:
Other:
ELECTRICAL LOAD REQUIREMENTS
HVAC LOAD INFORMATION
Quantity Phase Volts Tons SEER Connected kW (each) Heat kW (each)
MOTOR LOAD INFORMATION
Quantity Phase Volts HP (each) Start Type Start Code Equipment Description
LIGHTING & MISCELLANEOUS LOAD INFORMATION
Quantity Phase Volts Connected kW (each) Equipment Description
Signature Title Phone Date
City of Denton X
X
4 1 120 .100 Lighting
1 120 1.6 Receptacles
2 1 120 gate controler 120 to 24vdc
4
1.5