HomeMy WebLinkAbout08-5201 WESTSIDE PARK RANDALL-PORTERFIELD� EW
P A R AC I L
C I T Y O F L
� � E
WEST SIDE PARK
3600 Canada Road
La Porte, Texas 77571
Alton E. Porter, Mayor
Georgia Malone, Council At Large "A"
John Black, Council At Large "B"
Mike Mosteit, Council District 1
Chuck Engelken, Jr., Council District 2
Howard R. Ebow, Council District 3
Tommy Moser, Council District 4
Mike Clausen, Council District 5
Louis Rigby, Council District 6
Ron Bottoms, City Manager
John Joerns, Assistant City Manager
Stephen L. Barr, Parks and Recreation Director
Wayne J. Sabo, Director of Planning Department
Martha Gillett, TRMC, PHR, City Secretary
Steve Gillett, Director of Public Works
ARCHITECTS
RANDALL - PORTERFIELD ARCHITECTS, INC. A.I.A.
565 F.M. 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
STRUCTURAL ENGINEERS
Paul Engineering, Inc.
626 1/2 Barringer, Ln, Suite A
Webster, Texas 77598
281-280-9972 Office 281-280-0250 fax
MEP ENGINEERS
MDP Technical Services, Inc.
104 South Main Street, Suite A
Post Office Box 2348
Anahuac, Tx 77514
409-267-3552,phone 409-267-3661,fax
INDEX TO DRAWINGS
I T y
FAR
a P O
R T �
LOCATION MAP
Not to Scale
HARRIS COUNTY KEY MAP: SEE 578D
No.
TYPE
DESCRIPTION
STRUCTURAL
1.
A-0
TITLE SHEET
No.
TYPE
DESCRIPTION
2.
TAS-1
ADA CRITERIA/COMPLIANCE
3.
TAS-2
ADA CRITERIA/COMPLIANCE
15.
S 1.00
NOTES
4.
SV-1
SURVEY
5.
C-1
CIVIL - WATER AND SANITARY SEWER
6.
C-2
CIVIL - SWPPP
MEP
ARCHITECTURAL
No.
TYPE
DESCRIPTION
No.
TYPE
DESCRIPTION
16.
MEP1.01
SITE PLAN
7.
A-1
MASTER SITE PLAN - CIVIL DRAINAGE PLAN
17.
E1.00
NOTES, DIAGRAMS, ABBREVIATIONS
8.
A-2
PARTIAL SITE GRADING PAVING PLAN, DETAILS
18.
E2.01
ELECTRICAL FLOOR PLANS - LIGHTING PLANS
9.
A-3
PAVING PLAN AND DETAILS
19.
E3.01
FIXTURE SCHEDULE, PANEL SCHEDULE, ONE LINE DIAGRAM
10.
A-4
FLOOR PLAN - RESTROOM WITH CANOPY
20.
P1.01
FIXTURE SCHEDULE, DETAILS, GENERAL NOTES
11.
A-5
RESTROOM FLOOR PLAN, EXT. AND INT. ELEVATIONS, DETAILS
21.
P2.01
PLAN FLOOR PLAN, RISER DIAGRAM
12.
A-6
WALL SECTIONS
13.
A-7
TENSILE STRUCTURE - CANOPY DRAWINGS
14.
A-8
BRIDGE PLAN AND DETAIL
of ,�
TEXPS
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
moll
RANDALL is, PORTERFIELD
ARCHITECTS, INC. A.I.A.
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565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
J 0 B N 0. 010401-006
CAD NO.
DATE 6/15/0S
SHEET NO.
0F:
21
ADO
4.2 SPACE ALLOWANCES AND REACH RANGES
TAS SECTION 4.2.1 - WHEELCHAIR PASSAGE WIDTH
A. The minimum clear width for single wheelchair passage shall be 32" at a point and 36"
continuously.
TAS SECTION 4.2.2 - WIDTH FOR WHEELCHAIR PASSING
A. The minimum clear width for two wheelchairs to pass is 60".
TAS SECTION 4.2.3 - WHEELCHAIR TURNING SPACE
A. The minimum space required for a standard wheelchair to make a 180-degree turn is
a clear space of 60" diameter, or a T-shaped space where each "stroke" of the T is a
minimum of 36" wide and 60" long.
TAS SECTION 4.2.4.1 - SIZE AND APPROACH
A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long.
Clear floor space shall be centered on the element it serves.
4.3 ACCESSIBLE ROUTE
TAS SECTION 4.3.2 - LOCATION
A. At least one accessible route shall be provided from public transportation stops,
accessible parking and loading zones, and public streets or sidewalks to the accessible
building entrance.
TAS SECTION 4.3.3 - WIDTH
A. The minimum clear width of an accessible route shall be 36" except at doors.
TAS SECTION 4.3.4 - PASSING SPACE
A. If an accessible route is less than 60" in width, then passing spaces of at least 60" x
60" shall be provided at 200' max. spacing.
TAS SECTION 4.3.5 - HEAD ROOM
A. Accessible routes shall have 80" min. clear head room.
TAS SECTION 4.3.7 - SLOPE
A. Running slope shall not exceed 1:20. (If slope exceeds 1:20, refer to Section 4.8).
B. Cross slope shall not exceed 1:50.
4.4 PROTRUDING OBJECTS (REFERENCE DETAIL 4.4.1 & 4.4.2)
TAS SECTION 4.4.1 - GENERAL
A. Objects projecting from walls (for example, telephones) with their leading edges between
27"-80" above the finished floor shall protrude no more than 4" into walks, halls,
corridors, passageways, or aisles. Objects mounted with their leading edges at or below
27" above the finished floor may protrude any amount. Free-standing objects mounted
on posts or pylons may overhang 12" maximum from 27"-80" above the ground or
finished floor. Protruding objects shall not reduce the clear width of an accessible
route or maneuvering space.
*-LOBBY I MAX'
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ao
Detail 4.4.1
Detail 4.4.2
AMOUNT
4.5 GROUND AND FLOOR SURFACES
TAS SECTION 4.5.2 - CHANGES IN LEVEL (REFERENCE DETAIL 4.5.1)
A. Changes in level up to 1/4" may be vertical and without edge treatment.
B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than
1:2.
?� 2
2
EEDetail 4.5.1
TAS SECTION 4.5.3 - CARPET
A. Carpet provided on a floor surface shall be securely attached, have a firm pad or
backing, or no backing, and have a level loop, textured loop, level cut pile, or level
cut/uncut pile texture. Maximum pile thickness shall be 1/2". Exposed edges of
carpet shall be fastened to floor surfaces and have trim along the exposed edges.
TAS SECTION 4.5.4 - GRATINGS
A. If gratings are located in walking surfaces or along accessible routes, then they shall
have spaces no greater than 1/2" wide in one direction.
B. If gratings have elongated openings, then they shall be placed so that the long
dimension is perpendicular to the dominant direction of travel.
4.6 PARKING AND PASSENGER LOADING ZONES
TAS SECTION 4.6.3 - PARKING SPACES
A. Accessible parking shall be at least 96" wide.
B. Parking access aisles shall be at least 60" wide. Van accessible access aisles shall be
at least 96" wide.
C. As an alternative, if all required accessible parking spaces are "Universal" Parking Space
Design, all accessible parking spaces are 132" wide (11') with a 60" wide access aisle.
D. Surface slope shall not exceed 1:50 in all directions (Note: No built-up curb ramp may
be located in an accessible parking access aisle.)
TAS SECTION 4.6.4 - SIGNAGE
A. Each accessible parking space must have individual vertically mounted or suspended
sign. Required van accessible spaces must be designated, unless all accessible spaces
are "Universal" Parking Space Design.
B. Characters and symbols on such signs shall be located 60" minimum above the ground.
C. Signage located within an accessible route shall be located 80" min. above the walking
surface.
TAS SECTION 4.6.5 - VERTICAL CLEARANCE
A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and
along at least one vehicle access route from site entrances and exits.
TAS SECTION 4.6.6 - PASSENGER LOADING ZONE
A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft. long
adjacent and parallel to the vehicle pull-up space. If there are curbs between the
access aisle and the vehicle pull-up space, then a curb ramp complying with 4.7 shall
be provided. Vehicle standing spaces and access aisles shall be level with surface
slopes not exceeding 1:50 in all directions.
4.7 CURB RAMPS
TAS SECTION 4.7.2 - SLOPE (REFERENCE DETAIL 4.7)
A. Slopes of curb ramps shall comply with 4.8.2.
B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb
ramp, or accessible route shall not exceed 1:20.
TAS SECTION 4.7.3 - WIDTH (REFERENCE DETAIL 4.7)
A. The minimum width of a curb ramp shall be 36", exclusive of flared sides.
TAS SECTION 4.7.4 - SURFACE
A. Curb ramp surfaces shall be stable, firm, and slip -resistant.
B. Textures shall be detectable underfoot, such as truncated domes, or grooves that are
1/4" deep x 3/4" wide and 2" apart extending the full width and depth of the curb
ramp.
C. Surfaces that are raised, etched or grooved in a way that would allow water to
accumulate are prohibited.
D. For the purposes of warning, the full width and depth of curb ramps shall have a light
reflective value and texture that significantly contrasts with that of adjoining pedestrian
routes.
TAS SECTION 4.7.5 - SIDES OF CURB RAMPS (REFERENCE DETAIL 4.7)
A. If a curb ramp is located where pedestrians must walk across the ramp or where it is
not protected by handrails or guardrails, it shall have flared sides; the maximum slope
of the flare shall be 1:10.
If "X" Is Less Than
48", Then The Slope Adjoining Slope Shall
Of The Flared Sides Not Exceed 1:20
Shall Not Exceed 1:12
T Flared Side
36=
Ramp (1:12 Max.
Slope) Shall Have
Detectable Warnings
And Contrasting Color.
1:10 Max. Slope
Standard Curb Ramp
A.d:..:....... l`I...... CL...II
�- 1:12 Max. Slope
Curb Ramp Parallel to Curb
Detail 4.7
36" Min.
- Location of Typical
Parking Access Aisle
Ramp (1:12 Max. Slope) Shall
Have Detectable Warnings And
Contrasting Color. Note: If Slope
is 1:20 or Less, No Contrasting
Color or Texture is Required.
TAS SECTION 4.7.10 - DIAGONAL CURB RAMPS
A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges
shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb
ramps shall have 48" minimum clear space. If diagonal curb ramps are provided at
marked crossings, the 48" clear space shall be within the markings. If diagonal curb
ramps have flared sides, they shall also have at least a 24" long segment of straight
curb located on each side of the curb ramp and within the marked crossing.
TAS SECTION 4.7.11 - ISLANDS
A. Any raised islands in crossings shall be cut through level with the street or have curb
ramps at both sides and a level area at least 48" long between the curb ramps in the
part of the island intersected by the crossings.
4.8 RAMPS
TAS SECTION 4.8.1 - GENERAL
A. Any part of an accessible route with a slope greater than 1:20 shall be considered a
ramp and shall comply with 4.8
TAS SECTION 4.8.2 - SLOPE AND RISE
A. The least possible slope shall be used for any ramp. The maximum slope of a ramp
in new construction shall be 1:12. The maximum rise for any run shall be 30".
TAS SECTION 4.8.3 - CLEAR WIDTH
A. The minimum clear width of a ramp 30 ft. or less in length shall be 36". Ramps
more than 30 ft. in length shall have a minimum clear width of 44".
TAS SECTION 4.8.4 - LANDINGS
A. Level landings required at top and bottom of each run, with the following features:
1. Maximum slope of landings shall be 1:50 in any direction (1/4" per foot).
2. Minimum Width: Equal to width of ramp.
3. Length: Minimum 60" clear.
4. At change of direction landing shall be 60" x 60" min.
TAS SECTION 4.8.5 - HANDRAILS
A. Handrails are required at both sides of all ramps with rise > 6", or run > 72".
B. Height: 34" - 38" above ramp surface.
C. The clear space between the handrail and the wall shall be 1-1/2".
TAS SECTION 4.8.7 - EDGE PROTECTION
A. Ramps and landings with drop-offs shall have curbs, walls, railings or projecting
surfaces that prevent slipping off the ramp. Curbs shall be a minimum of 2" high.
4.9 STAIRS
TAS SECTION 4.9.2 - TREADS AND RISERS
A. All steps on a flight of stairs shall have uniform riser heights and tread widths.
1. Minimum tread depth shall be 11 ", measured from riser to riser (not including
nosing).
2. Open risers are not permitted.
TAS SECTION 4.9.4 - HANDRAILS
A. Non -continuous handrails shall extend 12" beyond the top riser and 12" plus the width
of one tread beyond the bottom riser. At the top, the extension shall be parallel to
the floor. At the bottom, the handrail shall continue to slope for a distance of one
tread width; the remaining extension shall be horizontal.
B. Height: 34" - 38", measured from the stair nosing.
4.10 ELEVATORS
TAS SECTION 4.10.3 - HALL CALL BUTTONS
A. Shall be centered 42" above floor.
TAS SECTION 4.10.4 - HALL LANTERNS
A. Visible signals shall have the following features:
1. Fixtures shall be mounted with centerline at least 72" above the Lobby floor.
2. Visual elements shall be at least 2-1/2" in the smallest dimension.
TAS SECTION 4.10.5 - RAISED AND BRAILLE CHARACTERS ON HOISTWAY ENTRANCES
A. All elevator hoistway entrances shall have raised and Braille floor number designations
provided on both jambs. Centerline of the characters shall be 60" above the floor.
Characters shall be 2" high.
TAS SECTION 4.10.6 - DOOR PROTECTIVE AND REOPENING DEVICE
A. Elevator doors shall open and close automatically. They shall be provided with a
reopening device that will stop and reopen a car door and hoistway door automatically
if the door becomes obstructed by an object or person.
TAS SECTION 4.10.12 - CAR CONTROLS
A. All car control buttons shall be:
1. At least 3/4" in their smallest dim. They shall be flush or raised.
2. Designated by Braille and by raised standard alphabet characters for letters, Arabic
characters for numerals. The call button for the main entry floor shall be
designated by a raised star at the left of the floor designation.
3. Maximum 54" above floor where side approach is provided.
4. Maximum 48" above floor where forward approach is provided.
B. Emergency Controls:
1. Shall have centerlines 35" minimum above floor.
2. Shall be grouped at bottom of panel.
C. The emergency intercommunication system shall not require voice communication.
4.11 PLATFORM LIFTS
NOTE: REQUIRES A VARIANCE FROM THE T.D.L.R. TO USE IN LIEU OF AN ELEVATOR
TAS SECTIONS 4.11.2, 4.27.3 - OTHER REQUIREMENTS, CONTROLS AND
OPERATING MECHANISMS
A. Heights permitted:
Controls and operating mechanisms shall be located for either a forward or side
approach from any direction of travel. They shall be located 28" min. and 48"
maximum above the floor. They shall be operable with one hand. There shall be at
least one handrail complying with 4.26. Wheelstops and guardrails shall be provided
where necessary.
4.13 DOORS
TAS SECTION 4.13.4 - DOUBLE -LEAF DOORWAYS
A. Doorways with two independently operated leaves shall have at least one active leaf that
meets the requirements in 4.13.5 and 4.13.6.
TAS SECTION 4.13.5 - CLEAR WIDTH
A. Doorways shall provide a clear opening of 32" minimum, with the door open 90'.
1. Clear opening shall be measured between the face of the door and
opposite stop.
2. Openings more than 24" in depth shall provide a clear opening of 36"
minimum.
3. Exception: Doors not requiring full user passage, such as shallow
closets, shall have a clear opening of 20" minimum.
TAS SECTION 4.13.6 - MANEUVERING CLEARANCES AT DOORS (REFERENCE DETAIL 4.13)
Provide level (1:50 max. slope) and clear maneuvering area at doors as follows:
A. Front approach pull side - 60" min. depth & 18" min. beside strike edge
Front approach push side - 48" min. depth & 0" beside strike edge
(12" min. @ strike if door has both a closer & a latch)
B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge
or - 54" min. width; 42" min. beside strike edge
Hinge side approach push side - 42" min. width; 54" min. depth measured from strike
edge (48" min. width if door has both a closer & a latch)
C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge
(54" min. width if door has a closer)
Latch side approach push side - 42" min. width and 24" min. beside strike edge
(48" min. width if door has a closer)
X = 12" if door has both a closer and a
latch.
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1
6
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FRONT APPROACH
FRO APPROAC
SWINGING DOOR
SWNG DOOR
(PULL SIDE)
(PUS IDE)
X = 36" min. if Y = 60"
Y = 48" min. if door has both a closer
X = 42" min. if Y = 54"
and a latch
- - - - - - - - - -
54" MIN.
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--- -�
HINGE SIDE APPROACH
HINGE IDE APPROACH
SWINGING DOOR
SWNG DOOR
(PULL SIDE)
(PUS IDE)
Y = 54" min. if door has closer
Y = 48" min. if door has closer
r M 24" MIN.
`60r=
124" MIN. 1
1
LATCH SIDE APPROACH
LATCH IDE APPROACH
SWINGING DOOR
SWIN G DOOR
(PULL SIDE)
(PUS IDE)
NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES
Detail 4.13
TAS SECTION 4.13.8 - THRESHOLDS AT DOORWAYS
A. Maximum threshold height: 1/2" (3/4" at exterior sliding doors). Raised thresholds and
floor level changes greater than 1/4" shall be beveled with a slope no greater than
1:2.
TAS SECTION 4.13.9 - DOOR HARDWARE
A. Handles, pulls, latches, locks and other operating devices shall have a shape that is
easy to grasp with one hand and does not require tight grasping, tight pinching, or
twisting of the wrist to operate.
1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are
acceptable designs.
2. When sliding doors are fully open, operating hardware shall be exposed and usable
from both sides.
3. Hardware required for accessible door passage shall be mounted no higher than
48" above finished floor.
TAS SECTION 4.13.10 - DOOR CLOSERS
A. If a door has a closer, then the sweep period of the closer shall be adjusted so that
from an open position of 70', the door will take at least 3 seconds to move to a
point 3" from the latch, measured to the leading edge of the door.
TAS SECTION 4.13.11 - DOOR OPENING FORCE
A. The maximum force for pushing or pulling open a door shall be as follows:
1. Fire doors shall have the minimum opening force allowable by the appropriate
administrative authority.
2. Other doors
a. Exterior hinged doors: No requirement.
b. Interior hinged doors: 5.0 Ibf.
c. Sliding or folding doors: 5.0 Ibf.
These forces do not apply to the force required to retract latch bolts or disengage
other devices that may hold the door in a closed position.
4.15 DRINKING FOUNTAINS
TAS SECTION 4.15.2 - SPOUT HEIGHT (REFERENCE DETAIL 4.15)
A. Accessible spouts shall be no higher than 36", measured from the floor or ground
surface to the spout outlet.
B. In addition to accessible unit, at least one drinking fountain per floor shall be at
standard height (may be "high/low" type if located in one location).
TAS SECTION 4.15.3 - SPOUT LOCATION
A. Spouts shall be located at the front of the unit and shall direct the water flow in a
trajectory that is parallel or nearly parallel to the front of the unit.
1. The spout shall provide a flow of water at least 4" high.
2. If the fountain has a round or oval bowl, the spout must be positioned so the flow
of water is within 3" of the front edge of the fountain.
TAS SECTION 4.15.4 - CONTROLS
A. Unit controls shall be front mounted or side mounted near the front edge.
TAS SECTION 4.15.5 - CLEARANCES (REFERENCE DETAIL 4.15)
A. Wall and post mounted cantilever units shall have clear knee space as follows:
1. Minimum 27" high (from apron bottom to floor), minimum 30" wide, and 17" to
19" deep.
2. A minimum 30" by 48" clear floor space allowing a forward approach to the unit
shall be provided.
B. Free standing or built-in units not having a clear knee space shall have a minimum
30" by 48" clear floor space allowing a parallel approach to the unit.
17"-19"
8" MIN- ,�6" MAX.
4.16 WATER CLOSETS
30� MIN • 1 30" MIN.
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Not to exceed I unit depth
Free Standing Built-in
Detail 4.15
TAS SECTION 4.16.2 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.16.1)
A. Minimum clear floor space and dimensions for water closets not in stalls shall be
provided as follows (Reference Detail 4.16.1):
Front or Side Approach (no lavatory adjacent): X=56", Y=60"
Side Approach, with adjacent lavatory: X=56", Y=60", Z=48"
Front Approach, with adjacent lavatory: X=66", Y=60", Z=48"
B. No doors allowed to swing into clear floor space.
X
54" MIN.
11
42" MIN. 12" MAX.
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Front Approach D M M r
Centerline r
I
RQ#g: Only lavatories
lavatory complying with 4.19.2
1 - - L - (knee space clearances)
Side Approach can overlap the water
Detail 4.16.1 closet clear floor space
TAS SECTION 4.16.3 - HEIGHT (REFERENCE DETAIL 4.16.2)
A. The height to the top of the toilet seat shall be 17" - 19" above floor.
1. Seats shall not be sprung to return to a lifted position.
TAS SECTIONS 4.16.4, 4.26 - GRAB BARS (REFERENCE DETAILS 4.16.1, 4.16.2 & 4.16.3)
A. For water closets not located in toilet stalls, the following grab bars shall be provided,
33" - 36" above the finished floor.
1. Side wall: 42" long minimum, hold 12" from back wall.
2. Back wall: 36" long minimum, 12" minimum each side of water closet centerline.
Refer to 4.26 Grab Bars for size and structural elements.
TAS SECTIONS 4.16.5, 4.27.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3)
A. Controls shall be 44" maximum above the finished floor.
1. Lever controls or flush valves shall be mounted on the wide side of toilet areas.
2. Controls shall be hand operated or automatic.
3. Controls shall be operable with one hand and shall not require tight grasping,
pinching, or twisting of the wrist.
4. The force required to activate controls shall be no greater than 5 Ibf.
TAS SECTION 4.16.6 - DISPENSERS (REFERENCE DETAIL 4.16.2)
A. Toilet paper dispensers shall be installed on the side wall, a minimum 19" above the
floor, and a maximum 36" from the rear wall.
1. Dispensers that control delivery or do not permit continuous paper flow shall not be
used.
A)" 111AI
Detail 4.16.2
4.17 TOILET STALLS
12" Hold
10
I
6" MAX. 1 36" MIN.
Detail 4.16.3
Locate flush
controls on wide
side
M
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TAS SECTION 4.17.3 - SIZE AND ARRANGEMENT (REFERENCE DETAILS 4.17.1, 4.17.2, 4.17.3)
A. Toilet stalls may be arranged to provide either a left or right handed approach.
Accessible toilet stalls shall have outswinging doors (unless otherwise noted)
1. "Standard" Accessible Stall (RE: Detail 4.17.1)
If door swings into stall, depth shall be increased by 36". Stall doors must have
18" on pull strike jamb.
2. "Alternate A" Accessible Stall (RE: Detail 4.17.2)
Required when more than 6 stalls provided; permitted in lieu of a standard stall
only with a variance from T.D.L.R.
3. "Alternate B" Accessible Stall (RE: Detail 4.17.3)
Permitted in lieu of a standard stall only with a variance from T.D.L.R.
56" min. w/wall mtd.
59" min. w/floor mtd.
54" MIN.
42" MIN "
66" min. w/wall mtd.
69" min. w/floor mtd.
54" MIN.
42" MIN. 12" MAX.
12 MAX.
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to M Detail 4.17.2 ('ALTERNATE A'
0
66" min. w/wall mtd.
69" min. w/floor mtd.
alternate iiaor location
1_
Detail 4.17.1 (STANDARD STALL)
54" MIN. 40
41
42" MIN. 12" MAX.
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32" min. door
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Detail 4.17.3 ("ALTERNATE B'
TAS SECTION 4.17.4 - TOE CLEARANCES
A. In "Standard" accessible stalls, the front partition and at least one side partition
shall provide a toe clearance of at least 9" above the floor.
B. If the depth of the stall is greater than 60", then the toe clearance is not
required.
TAS SECTION 4.17.5 - DOORS
A. Toilet stall doors, including hardware, shall comply with 4.13 DOORS
B. If toilet stall approach is from the latch side of the stall door, clearance between
the door side of the stall and any obstruction may be 42" minimum. (This is an
exception from typical door maneuvering clearances)
TAS SECTION 4.17.6 - GRAB BARS (REFERENCE DETAILS 4.16.2, 4.16.3, 4.17.1, 4.17.2 & 4.17.3)
A. Grab bars shall be mounted 33" to 36" above the floor.
B. Refer to other details for lengths required.
C. Refer 4.26 GRAB BARS for size and structural requirements.
4.18 URINALS
TAS SECTION 4.18.2 - HEIGHT (REFERENCE DETAILS 4.18.1 & 4.18.2)
A. Urinals shall be stall -type or wall -hung with a tapered, elongated rim at 17"
maximum above the finished floor.
B. The rim shall extend a minimum of 14" from wall.
TAS SECTION 4.18.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.2)
A. A clear floor space 30" wide x 48" deep minimum shall be provided in front of
urinal to allow forward approach.
1. This space shall adjoin or overlap an accessible route.
2. Urinal shields that do not extend beyond the front edge of the urinal rim
may be provided with 29" clearance between shields.
3. Urinals installed in alcoves deeper than 24" require a maneuvering area at
least 36" wide minimum, centered on fixture.
TAS SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.1)
A. Controls shall be 44" maximum above the finished floor.
1. Controls shall be hand operated or automatic.
2. Controls shall be operable with one hand and shall not require tight
grasping, pinching, or twisting of the wrist.
3. The force required to activate controls shall be no greater than 5 Ibf.
Detail 4.18.1
4.19 LAVATORIES & MIRRORS
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Detail 4.18.2
TAS SECTION 4.19.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS 4.19.1 & 4.19.2)
A. Lavatories shall be mounted with the rim or counter surface no higher than 34"
above the finished floor.
1. Lavatories shall extend 17" minimum from the wall.
2. Clearance of 29" minimum shall be provided from the finished floor to
bottom of apron.
3. Knee clearance of 27" minimum shall extend 8" minimum under the edge
of the lavatory.
4. Toe clearance of 9" minimum shall be provided for the full depth of
the lavatory.
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8" Min. 6" Max. 48" Min.
Detail 4.19.1 Detail 4.19.2
TAS SECTION 4.19.4 - EXPOSED PIPES AND SURFACES
A. Hot water and drain pipes under lavatories shall be insulated or otherwise
configured to protect against contact.
B. There shall be no sharp or abrasive surfaces under lavatories.
TAS SECTIONS 4.19.5, 4.27.4 - FAUCETS
A. Controls shall be operable with one hand and shall not require tight grasping,
pinching, or twisting of the wrist.
B. The force required to activate controls shall be no greater than 5 Ibf.
C. Lever -operated, push -type, and electronically controlled mechanisms are examples
of acceptable designs.
D. If self -closing valves are used, the faucet shall remain open for at least 10
seconds.
TAS SECTION 4.19.6 - MIRRORS (REFERENCE DETAIL 4.19.1)
A. Mirrors shall be mounted with the bottom edge of the reflective surface 40"
maximum above the finished floor.
B. The top edge of the reflective surface must be at least 74" AFF if also used by
ambulatory people.
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
RANDALL PORTERFIELD
ARCHITECTS, INC. A.I.A.
lREID AR
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565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
NOTE
The information contained on this sheet is condensed
from the Texas Accessibility Standards of the
Architectural Barriers Act - Article 9102, Texas Civil
Statutes - Effective April 1, 1994. It is intended as a
general guideline to aid in the construction of accessible
elements and spaces for the handicapped.
Not all information shown may be applicable to this
Project, and all information related to this specific
Project may not be shown. Consult your copy of the
Texas Accessibility Standards of the Texas Architectural
Barriers Act for additional information, or visit the
T.D.L.R. on the web at: www.license.state.tx.us
All parties are encouraged to retain and review the
applicable statutes and not rely solely on these
guidelines.
No representation, guarantee or warranty is made by
Randall -Porterfield Architects, Inc. with respect to the
information provided in these accessibility guidelines.
Revisions
NO. DATE DESCRIPTION
JOB N 0. 01040Q-006
CAD NO.
DATE 6/15/0&
SHEET N0.
2
0F:
21
7AB-1
4.20 BATHTUBS
TAS SECTION 4.20.2 - FLOOR SPACE
A. Clear floor space shall be provided in front of bathtubs as follows:
30" wide x 60" long beside the bathtub for side approach, seat in tub
48" wide x 60" long beside the bathtub for front approach, seat in tub
30" wide x 75" long beside the bathtub for side approach, seat at head of tub
TAS SECTION 4.20.3 - SEAT
A. An in -tub seat or a seat at the head end of the tub shall be provided. Seats shall
be mounted securely and shall not slip during use.
TAS SECTION 4.20.4 - GRAB BARS
A. Heights permitted:
1. With In -Tub Seat:
Foot wall: 24" long minimum from outside face of tub, 33" to 36" AFF.
Back wall: 2 bars, 24" long minimum, 12" maximum from foot wall, 24" maximum
from head wall, one ® 33" to 36" AFF, one ® 9" above the tub.
Head wall: 12" long minimum from outside face of tub, 33" to 36" AFF.
2. With Seat at Head of Tub:
Foot wall: 24" long minimum from outside face of tub, 33" to 36" AFF.
Back wall: 2 bars, 48" long minimum, 12" maximum from foot wall, 15" maximum
from head wall, one ® 33" to 36" AFF, one ® 9" above the tub.
Head wall: None.
TAS SECTION 4.20.5
A. Controls must be located up front and to the open side of the tub.
TAS SECTION 4.20.6 - SHOWER UNIT
A. A shower spray unit with a hose at least 60" long shall be provided that can be used
both as fixed and hand held.
4.21 SHOWER STALLS
TAS SECTION 4.21.2 - SIZE AND CLEARANCES (REFERENCE DETAIL 4.21)
A. Shower stalls shall be either 36" x 36" clear inside dimension (hold) at transfer type,
or 30" min. x 60" min. at roll -in type.
TAS SECTION 4.21.3 - SEAT (REFERENCE DETAIL 4.21)
A. Seat is required in 36" x 36" stalls, and shall have the following features:
1. Shall be 17" to 19" above bathroom floor.
2. Shall extend the full depth of the stall.
3. Shall be located on the wall opposite of the control wall.
4. Maximum space between wall and seat edge shall be 1-1/2".
5. Shall project 16" maximum into stall width, except at the rear 15" maximum of
the stall, where the seat may project 23".
B. Where a fixed seat is provided in a roll -in type shower, it shall be a fold -up type and
mounted on the wall adjacent to the controls.
TAS SECTION 4.21.4 - GRAB BARS (REFERENCE DETAIL 4.21)
A. Grab bars shall be mounted 33" to 36" AFF.
TAS SECTION 4.21.5 - CONTROLS (REFERENCE DETAIL 4.21)
A. All shower controls shall be located 38" minimum and 48" maximum above the floor.
B. In 36" x 36" stalls, all controls, faucets and shower unit shall be mounted on side wall,
opposite of the seat, and towards open side of stall.
C. In roll -in type stalls, controls may be mounted on back (long) wall, or either side wall.
If mounted on back wall, head to be mounted 27" maximum from one side wall, with
controls located between head and closest side wall.
TAS SECTION 4.21.6 - SHOWER UNIT
A. A shower spray unit with a hose at least 60" long that can be used both as a fixed
shower head and as a hand held shower shall be provided.
B. In 36" x 36" stalls, the mounting device for the hand-held shower head shall comply
with Forward Reach requirements.
C. In roll -in type stalls, the mounting device for the hand-held shower head shall comply
with Forward Reach or Side Reach requirements, as appropriate for the stall design.
TAS SECTION 4.21.7 - CURBS
A. If provided, curbs on transfer showers shall be no higher than 1/2"; roll -in type
showers shall not have curbs.
36"
18"
back
I I
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clear floor space M
48"
SHOWER STALL
v -
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1 1/2"
max
6" max
SHOWER SEAT DETAIL
Detail 4.21
4.22 TOILET ROOMS
T
CONTROL WALL
TAS SECTION 4.22.2 - DOORS
A. All doors to accessible toilet rooms shall comply with 4.13. Doors shall not swing into
clear floor space required for any fixture. Clear floor turning space may overlap door
swings.
TAS SECTION 4.22.3 - CLEAR FLOOR SPACE
A. The accessible fixtures and controls required in 4.22.4, 4.22.5, 4.22.6, and 4.22.7 shall
be on an accessible route. An unobstructed turning space complying with 4.2.3 shall
be provided within an accessible toilet room. The clear floor space at fixtures and
controls, the accessible route, and the turning space may overlap; however, the only
turning space provided shall not be located within a stall.
TAS SECTION 4.22.4 - WATER CLOSETS
A. If toilet stalls are provided, then at least one shall be a "standard" accessible toilet
stall for wheelchair users (REFERENCE DETAIL 4.17.1)
B. If 6 or more toilet stalls are provided, in addition to the "standard" accessible stall
required, an additional "Alternate A" accessible stall 36" wide (for ambulatory persons
with disabilities) complying with this section shall be provided. (REFERENCE DETAIL
4.17.2)
C. Alterations/Existing Conditions: In alteration work, where provision of a "standard"
accessible stall is technically infeasible, or where plumbing code requirements prevent
combining existing stalls to provide space, either "Alternate" stall (A or B) complying
with this section may be provided in lieu of the standard stall.
D. If water closets are not in stalls, then at least one shall comply with 4.16.
TAS SECTION 4.22.5 - URINALS
A. If urinals are provided, then at least one shall comply with 4.18.
TAS SECTION 4.22.6 - LAVATORIES AND MIRRORS
A. If lavatories and mirrors are provided, then at least one of each shall comply with
4.19. Accessible lavatories and mirrors shall not be located within toilet stalls unless
other accessible lavatories and mirrors are provided in the toilet room.
TAS SECTION 4.22.7 - CONTROLS AND DISPENSERS
A. If controls, dispensers, receptacles, or other equipment are provided, then at least one
of each shall be on an accessible route and shall comply with 4.27 - CONTROLS &
OPERATING MECHANISMS.
INNwzz 0.1:11so10011]T60MO.J:1IsoIll[a0.3oIIIII*►�:1210M;[1P19AOka 0011PE0
TAS SECTION 4.23.8 - BATHING AND SHOWER FACILITIES
A. In addition to the requirements of 4.22 - TOILET ROOMS, if tubs or showers are
provided, then at least one accessible tub that complies with 4.20, or at least one
accessible shower that complies with 4.21, shall be provided.
4.24 - SINKS
TAS SECTION 4.24.2 - HEIGHT
A. Sinks shall be mounted with the rim or counter surface no higher than 34" above the
finished floor.
TAS SECTION 4.24.3 - KNEE CLEARANCE
A. Knee clearance of 27" high minimum, 30" wide minimum, and 19" deep minimum shall
be provided underneath sinks.
TAS SECTION 4.24.4 - DEPTH
A. Each sink shall be a maximum of 6-1/2" deep.
TAS SECTION 4.24.6 - EXPOSED PIPES AND SURFACES
A. Hot water and drain pipes under sinks shall be insulated or otherwise configured to
protect against contact.
B. There shall be no sharp or abrasive surfaces under sinks.
TAS SECTIONS 4.24.7, 4.27.4 - FAUCETS
A. Controls shall be operable with one hand and shall not require tight grasping, pinching,
or twisting of the wrist.
B. The force required to activate controls shall be no greater than 5 Ibf.
C. Lever -operated, push -type, touch-type, or electronically controlled mechanisms are
examples of acceptable designs.
4.25 - STORAGE
TAS SECTION 4.25.2 - CLEAR FLOOR SPACE
A. In storage facilities permitting full entry by a wheelchair, and allowing a wheelchair to
travel clear of the door swing, an unobstructed turning space complying with 4.2.3 shall
be provided within the storage facility.
TAS SECTION 4.25.3 - HEIGHT (REFERENCE DETAILS 4.25.3 & 4.25.4)
A. Where a forward reach is required, accessible storage spaces shall be 48" maximum
and 15" minimum above the floor. If the forward reach is over an obstruction 20" to
25" deep (with knee space equal to or greater than than reach distance), the maximum
height shall be 44"; if the obstruction is less than 20" deep, maximum height shall be
48".
B. Where a side reach is provided, accessible storage spaces shall be 54" maximum and
9" minimum above the floor. Maximum height shall be 46" for side reach over an
obstruction 34" maximum high and 24" maximum deep.
C. Clothes rods or shelves shall be a maximum of 54" above floor for a side approach.
D. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (such
as at closets with inaccessible doors) the following criteria shall be met:
1. Clothes rod: reach 21" maximum; height 48" maximum.
2. Shelves: reach 21" maximum; height 48" maximum, 9" minimum.
Detail 4.25.3
Detail 4.25.4
TAS SECTIONS 4.25.4, 4.27.4 - HARDWARE
A. Hardware for accessible storage facilities shall be operable with one hand and shall not
require tight grasping, pinching, or twisting of the wrist.
B. The force required to activate the hardware shall be no greater than 5 Ibf.
C. Touch latches and U-shaped pulls are acceptable.
4.26 - HANDRAILS, GRAB BARS, TUB and SHOWER SEATS
TAS SECTION 4.26.2 - SIZE AND SPACING OF GRAB BARS, HANDRAILS
A. Diameter or width of gripping surface shall be 1-1/4" to 1-1/2", or the shape shall
provide an equivalent gripping surface.
B. The space between handrails or grab bars and adjacent walls shall be 1-1/2".
TAS SECTION 4.26.3 - STRUCTURAL STRENGTH
A. Grab bars, tub and shower seats, fasteners, and mounting devices shall meet the
following requirements:
1. Bending stress induced by maximum bending moment from application of 250 Ibf
shall be less than allowable stress for material used.
2. Shear stress induced by application of 250 Ibf shall be less than allowable shear
stress for material used. If connection between grab bar and mounting bracket is
considered to be fully restrained, then direct and torsional shear stresses shall be
totaled for the combined shear stress, which shall not exceed the allowable shear
stress.
3. Shear force induced in a fastener or mounting device from application of 250 Ibf
shall be less than allowable lateral load of either the fastener or the mounting
device or the supporting structure, whichever is the smaller allowable load.
4. Tensile force induced in a fastener by a direct tension force of 250 Ibf plus the
maximum moment from the application of 250 Ibf shall be less than the allowable
withdrawal load between the fastener and the supporting structure.
5. Grab bars shall not rotate within their fittings.
TAS SECTION 4.26.4 - ELIMINATING HAZARDS
A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces.
B. Edges shall a radius of 1/8" minimum.
4.27 - CONTROLS AND OPERATING MECHANISMS
TAS SECTION 4.27.3 - HEIGHT (REFERENCE DETAIL 4.30.2)
A. Front approach: 48" max. to 15" min.
Controls located in an alcove >24" deep must have 36" clear floor width.
B. Side approach: 54" max. to 9" min., except per below.
Controls located in an alcove >15" deep must have 60" clear floor width.
C. Electrical & communication system receptacles shall be mounted no less than 15"
above the floor.
4.28 - ALARMS
TAS SECTION 4.28.1 - GENERAL
A. When required, visual alarms shall be provided in each of the following areas, as a
minimum: restrooms and any other general usage areas (e.g. meeting rooms),
hallways, lobbies, and any other area for common use.
TAS SECTION 4.28.2 - AUDIBLE ALARMS
A. If provided, audible alarms shall produce a sound that exceeds the prevailing
equivalent sound level in the room or space by at least 15 dbA, or exceeds any
maximum sound level with a duration of 60 seconds by 5 dbA, whichever is louder.
B. Sound levels for alarm signals shall not exceed 120 dbA.
TAS SECTION 4.28.3 - VISUAL ALARMS
A. Visual alarm signal appliances shall be integrated into the building or facility alarm
system. If single station audible alarms are provided then single station visual
alarms shall be provided.
B. Visual Alarm appliances shall have the following features:
1. The lamp shall be a xenon strobe type or equivalent.
2. The color shall be clear or nominal white (i.e., unfiltered or clear filtered white
light).
3. The maximum pulse duration shall be two -tenths of one second with a maximum
duty cycle of 40%. The pulse duration is defined as the time interval between
initial and final points of 10% of maximum signal.
4. The intensity shall be a minimum of 75 candela.
5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz.
6. The appliance shall be placed 80" above the highest floor level within the space or
6" below the ceiling, whichever is lower.
7. In general, no place in any room or space shall be more than 50' from the signal
(measured in a horizontal plane).
a• In large rooms and spaces exceeding 100' across, without obstructions 6'
above the finished floor, such as auditoriums, devices may be placed around
the perimeter, spaced a maximum of 100' apart, in lieu of suspending
appliances from the ceiling.
8. No place in common corridors or hallways shall be more than 50' from the signal.
4.30 - SIGNAGE
TAS SECTIONS 4.1.2(7), 4.1.3(16)(a) - WHERE APPLICABLE
A. Signs which designate permanent rooms and spaces shall comply with the
requirements listed below for:
1. Raised and Braille Characters, and Pictorial Symbol Signs (Pictograms)
2. Finish and Contrast.
TAS SECTIONS 4.1.2(7), 4.1.3(16)(b) - WHERE APPLICABLE
A. Signs which provide direction to, or information about, functional spaces of the
building shall comply with the requirements listed below for:
1, Character Proportion.
2. Character Height.
3. Finish and Contrast.
B. Exception: Building directories, menus, and all other signs which are temporary are
not required to comply.
TAS SECTION 4.1.2(7) - WHERE APPLICABLE (REFERENCE DETAIL 4.30.1)
A. Elements and spaces of accessible facilities which shall be identified by the
International Symbol of Accessibility are:
1. Parking spaces designated as reserved for individuals with disabilities;
2. Accessible passenger loading loads;
3. Accessible entrances when not all are accessible (inaccessible entrances shall have
directional signage to indicate the route to the nearest accessible entrance);
4. Accessible toilet and bathing facilities when not all are accessible.
TAS SECTION 4.30.2 - CHARACTER PROPORTION
A. Letters and numbers on signs shall have a width -to -height ratio between 3:5 and
1:1, and a stroke -width -to -height ratio between 1:5 and 1:10, using an
upper-case "X" for measurement. Lower case letters are permitted.
TAS SECTION 4.30.3 - OVERHEAD SIGNS
A. Characters and numbers on overhead signs shall be sized according to the viewing
distance from which they are to be read.
1. For signs higher than 80" above the finished floor, character size shall be 3"
minimum.
2. The minimum height is measured using an upper-case
3. Lower case letters are permitted.
TAS SECTION 4.30.4 - RAISED AND BRAILLE CHARACTERS AND PICTOGRAMS
A. Letters and numerals shall be raised 1/32", upper case, sans serif or simple serif
type, and shall be accompanied by Grade 2 Braille.
1. Raised character height: 5/8" minimum, 2" maximum.
2. Pictograms shall be accompanied by the equivalent verbal description placed directly
below the pictogram.
3. The border dimension of the pictogram shall be 6" minimum in height.
TAS SECTION 4.30.5 - FINISH AND CONTRAST
A. The characters and background of the signs shall be eggshell, matte, or other
non -glare finish. Characters and symbols shall contrast with their background -
either light characters on a dark background or dark characters on a light
background.
TAS SECTION 4.30.6 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL 4.30.2)
A. Where permanent identification is provided for rooms and spaces, signs shall be
installed on the wall adjacent to the latch side of the door.
B. Where there is no wall space to the latch side of the door, including at
double -leaf doors, signs shall be placed on the nearest adjacent wall.
C. Mounting height shall be 60" above the finished floor to the centerline of the sign.
D. Mounting location for such signage shall be so that a person may approach within
3" of signage without encountering protruding objects or standing within the swing
of a door.
VY
International Symbo
of Accessibility
Light switch,
Thermostat, etc. 8"
Detail 4.30.1 0
MEN
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Detail 4.30.2 Data, Tel., Etc.
4.31 - TELEPHONES
TAS SECTION 4.1.3(17)(a) - WHERE APPLICABLE
A. If public pay telephones, public closed circuit telephones, or other public telephones
are provided, then they shall comply with this section in the quantities below:
1. If one or more single unit of a type of public telephone is provided on a floor,
then at least one of those phones shall comply with this section.
2. If one bank (defined as two or more adjacent public telephones often installed as
a unit) of a type of telephone is provided on a floor, then at least one of the
telephones at the bank shall comply with this section.
3. If two or more banks of a type of public telephone are provided on a floor, then
at least one telephone per bank shall comply with this section. The accessible unit
may be installed as a single unit in proximity (either visible or with signage) to the
bank. At least one public telephone per floor shall meet the requirements for a
forward reach telephone.
B. Additional public telephones may be installed at any height.
C. Unless otherwise specified, accessible telephones may be either forward or side
reach telephones.
TAS SECTION 4.1.3(17)(b) - WHERE APPLICABLE
A. All telephones required to be accessible shall be equipped with a volume control.
B. In addition, 25%, but never less than one, of all other public telephones provided
shall be equipped with a volume control and shall be dispersed among all types of
public telephones, including closed circuit telephones, throughout the building or
facility.
C. Signage displaying the International Symbol of Access for Hearing Loss shall be
provided at each telephone equipped with a volume control.
TAS SECTION 4.31.3 - MOUNTING HEIGHT (REFERENCE DETAIL 4.31)
A. The highest operable part of the telephone shall be 48" maximum above the floor
where a forward reach is required, and 54" maximum where a side reach is
allowed.
B. If the forward reach is over an obstruction 20" to 25" deep (with knee space
equal to or greater than reach distance), the maximum height shall be 44".
C. Maximum height shall be 46" for side reach over an obstruction 34" maximum high
and 24" maximum deep.
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Detail 4.31
4.32 - FIXED OR BUILT-IN SEATING AND TABLES
TAS SECTION 4.32.2 - SEATING
A. If seating spaces for people in wheelchairs are provided at fixed tables or counters,
clear floor space of 30" x 48" shall be provided. Clear floor space shall not
overlap knee space by more than 19".
TAS SECTION 4.32.3 - KNEE CLEARANCES
A. If seating for people in wheelchairs is provided at fixed tables or counters, knee
space at least 27" high, 30" wide, and 19" deep shall be provided.
TAS SECTION 4.32.4 - HEIGHT OF TABLES OR COUNTERS
A. The tops of accessible tables and counters shall be 28" minimum, and 34"
maximum, above the finished floor.
4.34 - AUTOMATED TELLER MACHINES
TAS SECTION 4.34.2 - CLEAR FLOOR SPACE (Does not apply to drive -up ATMs)
A. Clear floor space shall comply with 4.2.4 to allow a forward approach, a parallel
approach, or both.
TAS SECTION 4.34.3 - REACH RANGES (Does not apply to drive -up ATMs)
A. Forward approach only: Controls within the forward reach specified in 4.2.5.
B. Parallel approach only: Controls within unobstructed reach range from clear floor
space at furthest point of protrusion of the automated teller machine or surround
per table below:
Reach Depth
Maximum Height
Reach Depth
Maximum Height
Reach Depth
Maximum Height
in inches
in inches
in inches
in inches
in inches
in inches
10 or less
54
15
51
20
48 1/2
11
53 1/2
16
50 1/2
21
47 1/2
12
53
17
50
22
47
13
52 1/2
18
49 1/2
23
46 1/2
14
51 1/2
19
49
24
46
4.35 DRESSING AND FITTING ROOMS
TAS SECTION 4.35.2 - CLEAR FLOOR SPACE
A. A clear floor space allowing a person using a wheelchair to make a 180-degree
turn shall be provided in every accessible dressing room entered through a swinging
or sliding door.
B. No door shall swing into any part of a required turning space.
TAS SECTION 4.35.4 - BENCH
A. Every accessible dressing room shall have a 24" x 48" bench fixed to the wall
along the longer dimension. The bench shall be mounted 17" to 19" above the
finished floor.
TAS SECTION 4.35.5 - MIRROR
A. Where mirrors are provided in dressings rooms which are not required to be
accessible, then in accessible dressing rooms a full-length mirror, measuring at
least 18" wide x 54" high, shall be mounted in a position affording a view to a
person on the bench as well as to a person in a standing position.
2.1 - PROVISIONS FOR ADULTS AND CHILDREN
TAS SECTION 2.1.1, MOUNTING HEIGHTS FOR ADULTS AND CHILDREN
A. When children under high-school age (typically 14 or 15) are the primary users of
a building or facility, mounting heights and reach -ranges of various elements,
fixtures and equipment listed in the table below shall be adjusted to meet the
needs of the appropriate age group.
B. When facilities serve children under the age of four, the lower dimensions shall be
used, except water closet seat heights may be lower than 14" but not higher than
15".
Ages: 4 thru 10 or 11
Ages: 11 thru 14 or 15
Grades: Pre-K thru 5 or 6
Grades: 6 thru 8 or 9
Reach Ranges
Frontal Approach
42"
max.
45"
max.
Side Approach
48"
max.
51"
max.
Ramps and Stairs
Top of Handrail Gripping Surface
28"-
34"
30"
- 34"
Elevators
Car Control Floor Buttons
Frontal Approach
42"
max.
45"
max.
Side Approach
48"
max.
51"
max.
Emergency Communications
Highest Operable Part
42"
max.
45"
max.
Platform Lifts (Wheelchair Lifts)
Controls/Operating Mechanisms
28"
- 42"
28"
- 45"
Drinking Fountains and
Water Coolers
Frontal Approach
Spout Height (to outlet)
32"
max.
34"
max.
Knee Clearance
26"
min.
27"
min.
Side Approach
Spout Height (to outlet)
32"
max.
34"
max.
Water Closets
Top of Seat
14"
- 15"
15"
- 17"
Grab Bars
28"
- 30"
30"
- 32"
Flush Controls
42"
max.
44"
max.
Urinals
Rim of Basin
14"
max.
16"
max.
Flush Controls
42"
max.
44"
max.
Lavatories and Sinks
Rim or Counter Surface
30"
max.
32"
max.
Knee Clearance
26"
min.
27"
min.
To Faucets From Front Edge
18"
max.
20"
max.
Mirrors
To Bottom Reflective Surface
34"
max.
37"
max.
Bathtubs
Top of Seat
14"
- 15"
15"
- 17"
Grab Bars
28"
- 30"
30"
- 32"
Hand Shower Head Mounting
42"
max.
45"
max.
Shower Stalls
Top of Seat
14"
- 15"
15"
- 17"
Grab Bars
28"
- 30"
30"
- 32"
Hand Shower Head Mounting
Frontal Approach
42"
max.
45"
max.
Side Approach
48"
max.
51"
max.
Storage
Frontal Approach
42"
max.
45"
max.
Side Approach
Distance from wheelchair
0" - 10
48"
max.
51"
max.
10" - 21"
42"
max.
45"
max.
Controls and Operating
Mechanisms
Highest Operable Part
Frontal Approach
42"
max.
45"
max.
Side Approach
48"
max.
51"
max.
Telephones
Highest Operable Part
Frontal Approach
42"
max.
45"
max.
Side Approach
48"
max.
51"
max.
Fixed or Built-in Seating and
Tables, Reading and Study Areas,
and Work Stations
Height of Tables or Counters
28"
- 30"
28"
- 32"
Knee Clearances
26"
min.
27"
min.
Dressing and Fitting Rooms
Top of Bench
14"
- 15"
15"
- 17"
Food Service Lines
Top of Tray Slide
30"
max.
32"
max.
4.1.2 - ACCESSIBLE SITES AND EXTERIOR FACILITIES
TAS SECTION 4.1.2 (5) (a), ACCESSIBLE PARKING SPACES
A. If parking spaces are provided for self -parking by employees or visitors, then
accessible spaces complying with 4.6 shall be provided in each such parking area
in conformance with the table below:
Required Minimum
Required Minimum
Total Parking
number of
Total Parking
number of
in Lot
Accessible Spaces
in Lot
Accessible Spaces
1 to 25
1
201 to 300
7
26 to 50
2
301 to 400
8
51 to 75
3
401 to 500
9
76 to 100
4
501 to 1,000
2 percent of total
101 to 150
5
1,001 and
20 plus 1
over
for each 100
over 1,000
151 to 200
6
B. One in every eight accessible spaces, but not less than one, shall be served by an
access aisle 96" wide minimum, and shall be designated "van accessible" as
required by 4.6.4, EXCEPT when all required parking spaces are provided in
conformance with "Universal" Parking Space Design.
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
RANDALL PORTERFIELD
ARCHITECTS, INC. A.I.A.
!RED A R
Cy
,( V.000000000.0 VA
W cro �q 0 0
� �
0 S
00 O
�S') 0000
080p,30O30 CPS
E OF
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
NOTE
The information contained on this sheet is condensed
from the Texas Accessibility Standards of the
Architectural Barriers Act - Article 9102, Texas Civil
Statutes - Effective April 1, 1994. It is intended as a
general guideline to aid in the construction of accessible
elements and spaces for the handicapped.
Not all information shown may be applicable to this
Project, and all information related to this specific
Project may not be shown. Consult your copy of the
Texas Accessibility Standards of the Texas Architectural
Barriers Act for additional information, or visit the
T.D.L.R. on the web at: www.license.state.tx.us
All parties are encouraged to retain and review the
applicable statutes and not rely solely on these
guidelines.
No representation, guarantee or warranty is made by
Randall -Porterfield Architects, Inc. with respect to the
information provided in these accessibility guidelines.
Revisions
NO. DATE DESCRIPTION
JOB NO. 01040Q-006
CAD NO.
DATE 6/15/0&
SHEET N0.
3
0F:
21
7AB-:2
12" PIPE 12" PIPE
TOP OF RIM ELEV. = 22.66'
12" PIPE(N) FL = 7.99'
12" PIPE(S) FL = 7.98'
8" PVC
c� c�o
Q
n n O
TI -1 70
rr-
uu
m
r
rnrnm
<
N II
N
C4
O Lo
U
< U CV
U 2 Z�
U O
�00LC) O
WDNL0
H � O W Z O
= LLI
J_ -
L� L.L.
TOP OF RIM ELEV. = 22.02'
RCP 24" RCP FL = 16.72'
H 24" RCP FL = 16.69'
SIGN 22.8 ®Ls
TOP OF RIM ELEV. = 21.76'
N 24 RCP FL = 16.64'
22.
.5
21.
PP P
O 12*
18" PECAN
5
/ 'PP .0
XTI
11 10" PECAN
10" P AN 10" PECAN
O
10" PECAN
30" PE
30"
C
n
TOP
OF RIM ELEV.
= 22.36'
24"
RCP(W) FL =
16.83'
M
30"
RCP(E) FL =
16.76'
30"
RCP(S) FL =
16.59'
LS ®
30" RCP
• 22.4
MH
-
TOP OF RIM ELEV. = 21.69'
z*II 24" RCP FL = 16.92'
N 3e 2' 2" W
O
4" PECAN 18" PECAN
.AN
30" PECAN 18" PECAN
1
PECAN 24"
30" PECAN
23.�
18" CHINA
O
12" PECAN
O
18" PECAN
TOP OF RIM ELEV. = 22.35'
24" RCP(W) FL = 16.70'
U
30" RCP(N) FL = 15.96' Ir
30" RCP(E) FL = 16.87' o
30" RCP(S) FL = 14.87'
r3LS „ A n 8 ®LS 30" L:
2 30" RCP H.24
U
CANADA STREET (100' R.O.W.)
N
1�
PP
TOP OF RIM ELEV. = 1. 4'
24" RCP FL = 17.01'
20" PECAN
24" \ECAN
2 "PECAN 0" PECAN
REMAINDER OF 33.644 A ES
CITY OF LAPORTE, TEXA
2 FILE NO. T831890 H.C.C.O.
B 3 (FILM CODE NO. 20" PECAN
6-70-3866)
w
z
J
H
30" PECAN OJ
8" PECAN 18" PECA / \
18" PECAN 12" PECAN
4" PECAN 10" PECAN
8" PECAN
24" PECA O � 1 PECAN 8" PECAN 18" PE
12" PECAN 18" PECAN 18" PECAN 18" PECAN
18" PECAN 14" PECA
12" PECAN
18" PECAN
24" PECAN 18" PECAN
30" PECAN
12" PECAN y�
18" SU�P�ECAN 10" PECAN
4
p�0 2.7
V
S 03*06'54" E
0
14" PECAN
24" PECAN,
12" PECAN
16" PECAN 10" PECAN
18" PECAN
O10" PECAN
10" PE,CAN
" PECAN I
6CAN
2
TOP OF RIM ELEV =
159 .99' 12" PIPE FL = .88'
Qj
18" P CAN
30" K 30"O K
20" PE N e1 ...
TOP OF RIM
ELEV.
= 22.66'
24" RCP(W)
FL =
16.48'
24" RCP(E)
FL =
16.48'
30" RCP(N)
FL =
15.43' \
30" RCP(S)
FL =
15.18' \
® LS
30" RCP
2
EXXON PIPELINE
F5 ORIM E�EV.=�121.91'
RC FL - 16.66 I
36" RCP
FL = 14.
/ O
24" PECAN
TOP OF RIM
ELEV.
= 22.86'
0
36" RCP(W)
FL =
14.54'
30" RCP(N)
FL =
15.13'
30" RCP(S)
FL =
14.50'
48" RCP(E)
FL =
14.29'
TB 3
rl Ls
30" RCP
MH
" RCP
U
60 0 30 60
rn
dl 0 SCALE: 1 "=60'
C
O )
CAN 24" PECAN
20" PECAN
2
LOT LINE
2.3
^0,
O •23.0
1601.17'
22.9
22.8
23.1
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH
CENTRAL ZONE (NAD 83).
22.8
23.1
0
0
22.9
LEGEND
H.C.D.R.
HARRIS COUNTY DEED RECORDS
2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. NO. 109, ELEVATION = 23.50 NGS 1929
THE WILSON SURVEY GROUP
CAD FILE
07-167.DWG
(1978 ADJ.), LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ANDRICKS STREET AND
H.C.C.O.
H.C.M.R.
HARRIS COUNTY CLERK'S OFFICE
HARRIS COUNTY MAP RECORDS
CARLOW STREET.
\n/ PROFESSIONAL LAND SURVEYORS
G
ORIGINAL PLOT
DATE:
I.R.
IRON ROD
Y Y 2006 E. BROADWAY PEARLAND, TEXAS
08-14-07
FL
FLOW LINE
3. PROJECT T.B.M. NO. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET
(281) 485-3991 FAX (281) 485-3998
DWN
POWER POLE
WOOD FENCE
APPROXIMATELY 115 FEET SOUTH OF POWER POLE NO. 19285. ELEV. = 24.15'
E.M.C.
M.D.W.
OHE
®
OVER -HEAD ELECTRICAL
LIGHT STANDARD
4. PROJECT T.B.M. NO. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF CANADA STREET
C
CITY O LA P O R TE
APPD
M.D.W.
OMH
MANHOLE
APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH OF FAIRMONT PARKWAY. ELEV. = 23.81
I
SCALE
FIRE HYDRANT
1" = 60'
opwv
WATER VALVE
5. PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED THE CENTER OF THE
TOPOGRAPHIC SURVEY OF THE
JOB NO.
"�
TOP OF BANK
SAT
MEDIAN OF CANADA STREET AT THE SOUTH END OF THE PROJECT. ELEV. = 22.90.
REMAINDER OF A 33.644 ACRE TRACT
07-167
SHEET
-{
GUY WIRE
6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF INFORMATION AND DO NOT
(PART OF LOTS 708,709,690 & 691 OF
4
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
LA PORTE OUTLOTS, VOLUME 83, PAGE
44 H.C.D.R.), CITY OF LA FORTE, TEXAS
21
COPYRIGHT 2007, THE WILSON SURVEY GROUP, INC.
OF
5v- I
N OTE:
1 1/2 METER SET IS SAME AS 2" EXCEPT
WHEEL VALVE IS NOT REQUIRED.
PROPERTY LINE
WATER METER CURB
STREET
I--- -
V
0
FOR MAINS ON
OPPOSITE SIDE
SCH 40 TUBING
INSERT BENDS TO PREVENT
STRESS RESULTING FROM
MOVEMENT OF THE SOIL
45* TAPPING ZONE
MAIN IN STREET
5 INATER METER DETAIL
NOT TO SOALE
METER
CUSTOI
METER
METER
1" METER SET
WHEN A COMMERCIAL DRIVEWAY OR CURB & GUTTER IS CONSTRUCTED
RECONSTRUCTED, REPAIRED OR REGRADED ON COUNTY RIGHT OF WAY
USE THE FOLLOWING:
.B USE FOR ALL PROPOSED CURB REMOVAL
4' MINIMUM WIDTH OF DRIVE WAY
2- 36' MAX,
F
SLOPE 1: 50 MAX
FOR DRIVEWAYS
R.O.W. LINE
A USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS:
-1- BOARD EXPANSION OR 1/2-
1:50 MAX CROSS SLOPE
NON -EXTRUDING PREFORMED JOINT
#4 0 24 C/C
DRIVEWAY RADIUS
5' MIN./ 15' MAX.
BACK OF EXISTING
R.O.W. LINE
(TYP-)
CURB (TYP.)
PROP. SAW CUT 18,
BACK OF 3" CLEARANCE
1 1
GUITER LINE
EXIST. CURB STANDARD
12' TO 18*
8* STEEL OVERLAP
SAW CUT
EXISTING PAVEMENT
(PROP.) GUTTER NE
EXTEND EXISTING EXPANSION JOINT FROM
7
STREET INTO PROPOSED DRIVEWAY, ONLY
I
WHEN THERE IS AN EXISTING EXPANSION
6
2'
JOINT IN THE STREET AT THE
PROPOSED DRIVEWAY INTERSECTION.
CUT UNDER----r�-
1" BOARD EXPANSION
EXISTING OR 1/2" NON -EXTRUDING
REFORMED JOINT
PAVEMENT
NEW VEMINT L 3* CLEARANCEMP-) P
7* THICK REINFORCED CONCRETE
(SEE GENERAL NOTE NO.7)
COMPACT SUBGRADE TO 955V STANDARD
PROCTOR DENSITY
:2 DRIVEKAY APPROACH DETAIL
N07 70 50ALF- HARRI5 00UN7T'
HALF SECTION
'T
HALF
SECTION UNDER
UNDER PAVEMENT
NATURAL
GROUND
PAVEMENT ---
NATURAL GROUND
NNR�
VWXY/A
SELECT FILL
SUBGRADE
RANDOM
BACKFILL IN
TRENCH ZONE PER
>_
'j- I
SPECIFICATIONS
TRENCH ZONE
BACKFILL
I JZ
INITIAL
BACKFILL
CEMENT -STABILIZED
12"
12""
RING LINE
SAND EMBEDMENT _7(MIN)
(MIN)%
(SEE NOTES) 9�
:1
HAUNCHING
BEDDING
811/167
[220mm]
TYPICAL CROSS-SECTION
NOTES:
1. THIS DETAIL MAY BE U ED ONLY 3. MAX TRENCH WIDTH SHALL BE NOT
FOR DRY STABLE TRENCH CONDITIONS. G EATER THAN MIN TRENCH WDTH
SEE SPECIFICATION FOR REQUIREMENTS PWS 24 INCHES, UNLESS OTHERWSE
IN OTHER CONDITIONS. NOT D.
2. MIN TRENCH WIDTH SHALL BE PIPE OD 4 MIN. BEDDING DEPTH SHALL BBE 12 INCHES.
PL S AN ALLOWANCE "A" 5. ALTERNATIVE EMBEDMENT BACKFILL
FOUR THE NOMINAL PIPE SIZE: MATERIALS FOR FORCE MAINS MAY BE
ALLOWED.
NOMINAL PIPE SIZE "A"
18" To 30 24"
OVER 30" 36"
SANITARY SEWER BEDDING AND BACKFILL
FOR DRY STABLE TRENCH
N.T.S.
SEALED JOINT
RUBBER GASKET (TYP.)
DRIVEWAY ON CURBED APPROVED BY' DRAWN BY'
CONCRETE OR ASPHALT STREETS J.R. BLOUNT CASTANEDA, C.
DATE: DRAWING IN .
COMMERCIAL AREA 15 NOV 2005 DW-1
HARRIS COUNTY PUBLIC INFRASTRUCTURE
81 11/16" DIA [2076mml
78 3/8" DIA [1991mml
72 5/8" DIA [1844mm]
84" DIA
[2134mm]
106 7/16" DIA
[2703mm]
FRAME SECTION
23 1/2" DIA. STANDARD MANHOLE
FRAME AND COVER SEE
3' (TYP.)
CITY OF EA PORTE STANDARD DETAIL
CEMENT
MORTAR
(NOTE 7)
(NOTE 5)
IDENTICAL
0
SECTION
5" MIN-
ADJUSTMENT RINGS TO BE
COMBINED AS NECESSARY
(NOTE 2)
AND SEALED WITH
4'-0" D IA.
APPROVED SEALANT
(D
PRECAST CONCRETE
BASE SECTION
PRECAST OR PREMIX
0
E
CONCR TE INVERT
6::!RESILIENT
CONNECTOR (TYP.)
F-1. . 1.1
....................................................
............... ...............................
T -
..............................................
4014M Now=
PROVIDE 6" BASE
EXTENSION FOR ALL
DEPTH S FROM MANHOLE
COVER TO INVERT
GREATER THAN 15 FT.
NOTES:
1. DEPTH OF MANHOLE DETERMINES SECTIONS
6" 1.5 SACK CEMENT
REQUIRED.
STABILIZED SAND
2. PRECAST CONCRETE RINGS SHALL BE PROVIDED
FOR A COMBINED ADJUSTMENT HEIGHT OF AT
LEAST 12". THE TOTAL HEIGHT OF THE
ADJUSTMENT RINGS SHALL NOT EXCEED V-13".
12" MIN. 3. MANHOLE WALL THICKNESS FOR DEPTH EXCEEDING
12'-0" SHALL BE 12" THICK.
4. MANHOLE DROP AND INTERSECTING PIPES SHALL
BE INSTALLED ONLY WHEN CALLED FOR IN PLAN
AND PROFILE DRAWING.
5. SEAT MANHOLE FRAME IN SEALANT PER
.........
CITY OF EA PORTE STANDARD SPECIFICATION.
6. ECCENTRIC PRECAST CONCRETE MANHOLE
....
RESILIENT MAY BE USED.
.......
... R .....
7. OMIT CEMENT MORTAR WHEN MANHOLE IS
+
0
LOCATED IN PAVED AREAS.
0 Z-10" MIN.
1 "/FT MIN SLOPE 8. MIN. REINFORCING IN THE PRECAST CONCRETE
LU
(TYP.) BASE SHALL BE # 5 @ 8 EW.
0-
9. PROVIDED BACKFILL TO MATCH ADJACENT PIPE
FOUNDATION
PLAN TRENCH BACKFILL PER CITY OF EA PORTE
STANDARD SPECIFICATION.
10. TEE INCLUDED IN PRICE OF DROP.
11. HORSE -SHOE SHAPED OPENINGS OR BREAKOUT
4'-0" DIA PRECAST CONCRETE OPENINGS SHALL NOT BE ACCEPTED.
MANHOLE
N.T.S.
EAS T JORDAN
IRON WORKS, INC.
P 0. BD 439
EAST J6R AN,X 49727
D MI.
1" [25mm] DIA
1-800-874-4100
FAX 231 -536-4458
HANDLING HOLE
D RAWN
DATE
SBB
01 /07/0
APPROVED
DATE
V-1418-2
FRAME
PRODUCT NO.
41418216
CATALOG NO.
V-1418-2
REF. PRODUCT DRAWIM
41418216
EST. WT.
6 [126mm]
4 7/8"
FRAME: 105 UBS 48kg
OPEN AREA
f51137"7mm]
N/A
M SPEC.
_AT'L
FRAME GRAY IRON
ASTM A48 CL35
LOAD RATING
MACHINED SURFACE
HEAVY DUTY
1 5/8"
[42mm]
7'
[178mm]
'
mml
0 0
I.N . .
V-1418
0 0
ic
DXES
IT CURB
TYPICAL METER
SETTINGS
N. T. S.
SAN. SEWER
6" L.G. RAD END
IUS B
STAKE
_j
4" HOUSE SERVICE
-LIMIT OF PAYMENT
2" x 4" WYE
x 4" W E
x 4" WYE
PLAN
LID MAY ALSO BE FURNISHED
WITH A LAPPED EDGE.
N�l
-HINDGED READINGLID
44'x 74'(APPROX)
COVERSNAP-IN
LOCKING RECESS
LID SUPPORT LEDGE
MAY BE OF EITHER
DESIGN
STANDARD PLASTIC
IVIFTFP RnY
N.T.S.
r4;
swr
Y
TRINIT VALLEY IRON &STEEL CO.
PATTERN NO. 1684 OR EQUAL
STANDARD CASTING
3000 PSI CONC.-,
2'X4'SLAB
NOTE: IF CLEANOUT IS PLACED IN ADVANCE
A
OF P VEMENT PLACEMENT, PLACE SAND
AROUND C.O. CASING IN LIEU OF CLASS "B"
CONCRETE.
NOT LESS THAN 3"
6" CLEANOUT
CLASS "B" CONCRETE
CLASS "C" CONCRETE
45'WYE BRANCH
COMPACTED BACKIF ILL
-. .-il ��:
..
//�TAMPED IN 6' LAYERS\
Ir:.::. I
PLUG
4 CLEAN OUT DETAIL
NOT TO SOALE
NOTES ON USE OF STANDARD DETAIL SAN-015
SEE TABI-ES 2 TO 5
FOR - ACCEPTAB� MAIN PIPE EE TABLES 2 TO 5
INTERSECTING LINE FOR AOC TABLE
ANGLE FOR E INTERS CTING
SIZE OF pip AN.L. FOR EA..
SIZE OF PIPE
5'-O--TO
8'-0" PRECAST /7NTERSEC NG
CONCRETE PIPE
MANHOLES MAXIMUM
MAIN PIPE UNE SEE TABI-E 1
FOR MAXIMUM DIAMETER
S
FOR MAIN PIPES FROM TRAIGHT
THROUGH TO 45^ DEFLECTION
DEA LIES 2
T ` EPTA.LE
[F R AK
NTERSEC
M,
.9
AN PP' NEOR
SEE TABLE 1 F
MMAXI-i D'��AM= PRECAST
I CONCRETE MANHOLES
FOR MAIN PIPE WITH 45^ TO 90^ DEFLECTION
TABLE 1
,MAMMUM MAIN PIPE
AMETER (I D) IN INCHES
TABLE 3
MINIMUM ANBLE AND NlERSE.TN. PIPE I. SIZES FOR DIA MANHOLE
�mmm��
TABLE 4
MINIMUM ANGI-E AND INTERSECTING PIPE ID SIZES FOR 7'-0' DIA MANHOLE
4" MIN.
CLEANOUTDETAILS
N.T.S.
AFOTES TO SPECIFIER:
I." ' J�QTES TMT A STECZAL DENGN OR
NE-17i �RCAR �MU SUZE SBALL BE USED.
2.- 2 TO 5 ARE BASED ON A NZY SEPARATION
S- - --- - _/.,
WEIMBFUR rS GREATER, BETWEEN � "D
rNTERSECTINC P[PES �ONC = �OLE 1�ff
iixm �C
3 FlPff W� T�ESS "ED X T�S 2 TO 6 ARE
BASED ON RIMP. = DgSl= Eh%W"9R MAY =CUZATE
TO N =NER W� P�ES C� N"T Mg
4 MAUTAffOWS W RARE HErCRT ARE BASED ON
RESISTING BUOY� lZPZJFT FORCES BASED ON
WATER T GROU" SORFACE "D A SAFETY
FACTOR OF I.ZO.
bow
TABLE 2
MINIMUM ANGI-E AND INTERSECTNG PIPE 10 SIZES FOR E'-O` DIA MANHOLE
TABLE 2
MINIMUM ANGI-E AND INTERSECTNG PIPE 10 SIZES FOR E'-O` DIA MANHOLE
PICKHOLES
1/4"
-(4) 1" [25mm] DIA
[32mm] LETTERS
BOTTOM VIEW
VENT HOLES ON 18 3/4"
[427mm] DIA BOLT CIRCLE
TOP VIEW
77 9/16"
4 15/16"
[1970mm] DIA
[126mm]
COVER SECTION
MACHINED SURFACE
MAN HOLE DETAIL.
NOT TO SCALE
TABLE 5
........ ..
A SPECM DESrCh' IS REq M �HOLE LD
a FT.
NOT APPLICABLE
(INTERSECTING PIPE GREATER THAN MAIN PIPE)
SANITARY SEWER
51-0" TO W-O" PIAMETEP, PPECAST
CONCPETE MANHOLE NOTES
SUBGRADE
NOTES:
1. GROUTING OF MANHOLE STRUCTURE ANNULAR
SPACE WILL BE PERMITTED IN CASES WHERE
INSUFFICIENT WORK SPACE EXISTS FOR
PLACEMENT AND COMPACTATION OF CEMENT
STABILIZED SAND. PER CLP STANDARD
SPECIFICATION FOR TUNNEL GROUT.
2. THIS DETAIL ALSO APPLIES TO BACKFILL
OF SHAFTS WITHOUT STRUCTURES.
3. ARRANGE PIPE JOINTS AS SHOWN WHEN
USING RIGID CONNECTION TO CAST IN
PLACE MANHOLE BASE.
4. NEED COAL -TAR EPDXY COATING ON INSIDE
OF MANHOLE OR EQUAL.
N.T.S.
HALF SECTION
UNDER PAVEMENT
PAVEMENT--\
HALF SECTION UNDER
NATURAL GROUND
NATURAL GROU ND
SELECT FILL
:%
Z
<
GO
Z
<
N
On
Z 0
LU
2 LU
N
<
LU =
GO
Z
SEE NOTE 3
GO
GO
LU
LU
\-12" MIN. CEMENT
.......
STABILIZED SAND
TYPICAL CROSS - SECTION
SANITARY SEWER
MANHOLE - TYPICAL CROSS SECTION
N.T.S.
CAST IN PLACE
OR PRECAST FOOTING
END VIEW
LU
0
Z
0
0
Or)
I I
--TQP-GF R�% ELEN. �22-G2'- 12" 8" PCV SAN. SEWER MH TOP OF RIM_ELE)L_= 22.3fi_
M H. 24" RCP(W) FL 16.83'
- - 24" RCP FL = 16.72' TRE DETAIL - - �_t
24" RCP 0
30" RCP(E) FL 16.76'
2 2.6 6' MH 24" RCP FL = 16.69' 51C-1 In
30- RCP(S) FIL 16.59'
.99, * ij
30" RCP
'.98, C) SIG 22.8 []LS LS [] - - -
TOP OF RIM ELEV = 21.76 MH
711 24" RCP FIL 16.64' APPROACH DETAIL TOP OF RIM ELEV. = 21.69'
RE: DETAIL 2/C-1
24" RCP FL 16.92'
`2_ _2.7___:_ 12
pp M H
---0..II;L22.8
p <
I __ PIP 0 TBM 1
PIP 2T A N OT 2 2 22
ECAN
1 8(�A)N 12VCAN (2: )N IPECAFT��
2 PE lel'� N 0" PECA PE N
/16-RECAN
gw
'ECAN
30' PEC
t18CAN 1� ECAN
PARKING SPACE NOT 11\
_KS:
PARKING SPACES = 75 SPACES
3 ACCESSIBLE PARKINGS SPACES 3-2
22.8
> 1 *8CAN
LU
23.3
>\ >
2� \\\V , " >1 I I
22.5 x On X PEC
On
>
< X
(-D O_. � O_. \ \ \<,
<
0-) 0 0
x x -,
00 0- 0-
PROP.
CLEAN OUT
.2 RE: DETAIL
DR
TROOM
4/C-1
PROP. 8" W.L. 4
PROP. 8" PCV SAN. SEWER
\FUTURE 50 SPACE
< PARKING LOT
REFUSE
-- -------
----------------------------
) ,p\� .
------
12
------
SITE PLAN PARTIAL CIVIL SITE PLAN
CITY OF LA PORTE, 01 SCALE: 1 60'-0"
WESTSIDE PARK,
3600 CANADA ROAD, LA PORTE, TX 77571 N07E: COUPASS NORTH
BLOCKS 690A, 691A, 708A, 709A, 1. C,1\111- 1:)RAAINS SHOAS AA7ER ANI:) SEAER
BEING 33.64 ACRES OUT OF U71LI71ES ONLY. REr-ER 70 ARCH17EC,7URAL Z�A&5.
THE W.M. JONES SURVEY, A-482,
I=OR 6RA=)INe AN::) PA\/INe PLANS.
CITY OF LA PORTE, :2. LJ71LI7Y 7AFS SHALL 5E 5Y OANER,. U71LI7*'f'
HARRIS COUNTY, TEXAS LINES SHALL 5E RUN 70 FRO`l`=ER7Y LINE. BUILDING NORTH
_ �N2 4 RCP Of
BENCHMARK NOTES:
FLOOD STATEMENT
THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE
1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO940L, DATED JUNE 18,
SYSTEM, SOUTH CENTRAL ZONE (NAD 83).
2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON
THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE
2. PROJECT BENCHMARK IS CITY OF LAPORTE MONUMENT L.P.S.M. NO. 109, ELEVATION
FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD
23.50 NGS 1929 (1978 ADJ.), LOCATED AT THE SOUTHWEST CORNER OF THE
CONDITIONS.
INTERSECTION OF ANDRICKS STREET AND CARLOW STREET.
3. PROJECT T.B.M. NO. 1 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF
SITE PLAN ACCURACY CERTIFICATE
CANADA STREET APPROXIMATELY 115 FEET SOUTH OF POWER POLE NO. 19285. ELEV.
1, RODNEY SLATON, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO
24.15'
PRAC TICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND HEREBY CERTIFY
4. PROJECT T.B.M. NO. 2 IS A BOLT ON A FIRE HYDRANT ON THE WEST SIDE OF
THAT ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS,
CANADA STREET APPROXIMATELY 10 FEET SOUTH OF POWER POLE 0.2 MILES NORTH
DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY
OF FAIRMONT PARKWAY. ELEV. = 23.81
SHOWN ON THE PLAT.
BY: ------
5. PROJECT T.B.M. NO. 3 IS AN "X" ON THE NORTH RIM OF A MANHOLE LOCATED AT
RODNEY SLATON, P.E.
THE CENTER OF THE MEDIAN OF CANADA STREET AT THE SOUTH END OF THE
PROJECT. ELEV. = 22.90'.
SITE PLAN ACCURACY CERTIFICATE
6. THE PROPERTY LINES SHOWN HEREON ARE BASED ON A COMPILATION OF
INFORMATION AND DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
1, RODNEY SLATON, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO
PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND HEREBY CERTIFY
LEGAL DESCRIPTION
THAT ABOVE PLATOR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS,
DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY
TRS 690A, 691A, 708A, & 709A LA PORTE OUTLOTS, BEING
SHOWN ON THE PLAT.
33.64 ACRES OUT OF THE W.M. JONES SURVEY, A-482, THE
BY:
CITY OF LA PORTE, HARRIS COUNTY, TEXAS
---
RODNEY SLATON, P.E.
PROJECT USE: PARK
UTILITIES STATEMENT
NAME OF DEVELOPMENT - WEST SIDE PARK
TYPE OF DEVELOPMENT - NEW CITY PARK THE LOCATIONS
OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND
ZONED - MANUFACTURED HOUSING (MH) STRUCTURES
AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY
JOB ADDRESS - 3600 CANADA ROAD, LA PORTE, TX 77571 FROM LOCA TIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE
PARKING BURIED UTILITIES/STRUCTURES.
EXISTING PARKING SPACES: 125
PROP. HANDICAPPED SPACE: 2
CITY APPROVING AUTHORITY CERTIFICATE
LANDSCAPING THIS IS TO
CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND THE
DEVELOPMENT AREA LANDSCAPING 1,465,532.00 S.F. EXPANSION
BY THE CITY OF LA PORTE OF THE FACILITY KNOWN AS THE LITTLE CEDAR BAYOU
NUMBER OF TREES 71 WASTE WATER TREATMENT PLANT LOCATED AT 1301 SOUTH 4th STREET IN CONFORMANCE WITH
THE ORDINANCES OF THE CITY OF LA PORTE.
DEER PARK
PROJECT LOCATION
LOCATION MAP
Not to Scale
IARRIS COUNTY KEY MAP: SEE 5780
-S
GAL&MN
N.T.S
BY: - - ----
DIRECTOR, PLANNING DEPARTMENT
OF 'rE-;Itjj
4's\ I
PIP
...............
RODNEY LEE SLATON ;*
J0
............. io
90298 00
00
Q/ST59
. - G� ow
's, ---- \N -
S/ONAL '1�
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
604 W. FAIRMONT PKWY.
LAPORTE. TEXAS, 77571
281-471-5020; FAX: 281-470-5005
WEST SIDE PARK
SITE PLAN
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
City of La Porte, Texas
3600 Canada Road, 77571
None
RANDALL PORTERFIELD
ARCHITECTS, INC. A.I.A.
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB NO. 01040�-006
CAD NO.
DATE (0/15/0&
SHEET NO.
0 F:
21
0-1
OF -r��
..............
90298
o Q7
I 'p,
0--
0,�*-. GIST
f A - .**
it.,
I S��/ONAL
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
01 SWPPP DETAILS
SCALE: NTS
PROPOSED NEW PaK FACIUTY FOR
WEST SIDE PARK
Cit
y of La Porte, Texas
3600 Canada Road, 77571
None
RANDAIL is, PORTERFIELD
ARCHITECTS, INC. A.I.A.
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB NO. 010401-006
CAD NO.
DATE 6/15/0-5
SHEET NO.
(0
0 F:
21
0—.2
11
TOP OF RIM ELEV. = 22.35'
11
TOP OF RIM ELEV. = 22.02'
0
0-
0
TOP OF RIM ELEV. = 22.36'
24- RCP(W) FL = 16.70'
2" PIPE
24" RCP 24" RCP FL = 16.72'
24" RCP(W) FL = 16.83'
30" RCP(N) FL = 15.96'
a-
110
24" RCP FL = 16.69'
30" RCP(E) FL = 16.76'
30" RCP(E) FL = 16.87'
:LEV. = 22.66'
30- RCP(S) FL = 16.59'
30" RCP(S) FL = 14.87'
11
L = 7.99'
L = 7.98'
1 SIGN
30" RCP
LS [3 29--4
__0LL__
30" RC:PIVH
RCqLS
22.8 OLs
TOP OF RIM ELEV. = 21.76'
r r=o.
MH
.
04
24" RCP FL 16-64'
I
1
TOP OF RIM ELEV. = 21.69'
24" RCP FL 16-92'
CANADA STREET
(100' R. 0. W.)
-
0 Ep---[
-
-----EF--
III! i'':
��� J_'. �/
PP
_. t$IPN . � %
tVHA:�
8" PVC
G� CI1
2. 8
ir�p -*P P - - - - - - - - - - -
-
P0
2TO
f - - - -
N 0,T'22'22" TBM 1
- - . . ......... .
P15
TOP OF RIM
ELEV. 21.74'
< 0
i P
Al
PECAN
ZN
24"' FKCP Ft
"2
1 stAN 2 N
PECA��
21 18tAN 0" PECA
2�
REMAINDER
OF 33.644 ACRES
m
r-
0 CAN
. .
CITY OF
LAPORTE, TEXAS
is"
TOP OF RIM ELEV.
= 22.66'
EXXON PIPELINE
24- RCP(W) FL =
16.48' ---
w
0-1
24" RCP(E) FL =
16.48'
CL
30" RCP(N) FL =
15-43'
30- RCP(S) FL =
15.18'
30' RCP
TBM
�_H 73"5k,�cp-,.
3
30- R C
cli
MH
H
Top- -I-
OF RM ELEV. 22.48'
PP
TOP -OF RIM
P FH
�_l � TBM
E-LEV.- =:�21.91;' :TBM 2
Z:7 U. Z�7 Z:7
!3� �O
ii" PIPE RL_ - UU
U30"OAK
ReP FI:
- ,.f6-r--
- ---------------
-----------------------------
-----------------------
(I, -\36" RCP
;5�' Fri FILE NO. T831890 H.C.C.O. \ \ - -
:< (FILM CODE NO. --------------------------- L 14.71'
01 "' ------------------------
30' TN:
PECAN 526-70-3866) ---------------------------------- 14,
30" PEC
t18CAN 1t27CAN 2 - PICNIC SHADE
20' CAN 141
�4 STRUCTURES
14 PARKING SPACE NOI�S:
PARKING SPACES = 75 SPACES z A 1--�_-RE: SPECIFICATIONS
-----------
3 ACCESSIBLE PARKINGS SPA(\ES 2 r -----------------------------------
>\- -------------------------- --------------------
.22.8 4-
PECAN 1t8CAN 2 )AN (20 C)AN I I
N
C.
A
V
T 4) D
z �l I ;
2.
z >
'Y-\ z-2-3 4 F. L.
5 \lz z zz\zzz z
zz zz zz
zz\ z
\< zz zz zz <
X V z z z z 12" SDR
zz
4 O.P. F. F. zz
0
F. L. CO V_ -n- + zz
/Y
01 z z z
422.0 3.2 'V- zz 7-L- z
<
DWGS.
< PARKING LO
,\FUTURE 50 SPACE
REFUS T.O.P.
0
2� T.O.WALL
T
+25.859
----------
--------------------------------- 7
F.L.
(if
+21 5'
% +23.7V
!23.
F.G.
P LAY
.212. 0 1 A
F. 23.2
18\ H�NA ---
F.L. 3.1/ --- -- --------------------------- ----------------- --
,,fB.#1 -T.0A I // </
+23.75' --------------------- - - - -----------
F G --------- t ------
F.G.
F.L
A
+21.5' --------------
50 0'
Z------------------------------ ----------------
F.G.
LL] F.G.
Al, EA 6
\ I ' \�' LOT LINE
--7
BJ -------
PItN 0 1 SIAADE 6�
2
G. '\\\\STRUCT,
F . ------ - - - -------
X Z 0 R EIS I
_A�, PECAN 12" P
X 18" PECAN
Z 18" PEC 12" +22.0' RE- SPECfFI ATIO�14
7 CAN N 12 1 S
t PECA 16" (PEC
r- PECAN 1 PECA 1 PL
00
N
L ------ ECA _/\_l 8- P 1 PE
18 CAN 1 AN AN
F. L. 20.9' IEC CAN 8- 12" PE
+30.0' 12 P CAN V14- P
+21.2
r
F.G.
AREA 1 1 PECA 1 PECAN
2e PE N�lv 2 PICNIC SHADE -\ULL
TRUCTURES
30" N
F. L. F. L.
Z�A. 4 E: SPECIFICATIONS 09
PECA +22.
12" PECA �+21 .5]q 12" PECA +15.39
AWL
B IWL
---- ------ 1 CAN F.G - ----------- PECAN W.L. ECAN
24"
F. G. AULL
F. L. 1 PECAN +20.0'
C) F. G. .22.7
+21. v
AWL
"'AREA 2 F.G.
F G
1-4-4 +21 .0'
W. L.
11 j li ,
+20 0'
F.G.
*1PEC,�'
+22.0
_j
F I 1ILL
F. L.
F
�*ll 0
I, t' 151-4
1 /A-
23.0
23.2
24 AN PECAN
F. L.
12" SDR
MWA
RE:
.LOW WATER
CROSSING
F. L. --,
24" SDR
WETLAND
.38 ACRES
F. G.
1+23.0
F. G.
+23.0
F. G.\
TRAIL 3 = 630 L.F.
IN
AREA 5
----------------------
--------------------
22.0
.G.
W. L.
F+20.0'
�071
F.G.
1+ 2 1 . O'l
14
0
N -
co I
r Ln
co I
00
C/)
TOP OF RIM ELEV.
= 22.86'
36" RCP(W) FL =
14.54'
30" RCP(N) FL =
15.13'
00
30" RCP(S) FL =
14.50'
48" RCP(E FL =
14.29'
rR'M=H RCP
C5
(0
1_1
T
Y
00
,LOW WATER
I CROSSING
F. L.
2 24" RCP
S122.4
B-6
LAKE 'C" 49,047 SQ. FT.
1.2 ACRE
BZ'Z ""I", , // , "I 'I'll // _""' ""\\ "\\ \ \ \ \ \
F. G. Z" - ------------ 22-9 -----------------------
AREA 3 --------------------------------------------- ---------
----------
-------------- ------------------- --------------- --------------------------------------- Od
--------------------------------------- ------------------------- ---------------------------------------------- --------------
2 2 3 ------------------------------------
.2 .3 -- ------------------------------------------- .22.8 �2.9
21.7 .22.5 .2 .7
-------------------- - -
AILL f
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
F. L. ----- -----------------------------------
----------------------------------------------------------------------------
+20.1 ------------ AWL ---------------------------------------------------------------- --------------------------------------
---------------------------------- ----------------- ---------------- -----------------------------------------------------------------------------------------------------
\ \ -------- LLI
�WL
------------- ILL
--------------------------------------- ........ _UILL _UILL _\aL LULL
..................... Clq
................................................................................................................................ ............. ...........
........... ... . ........ --------- --------------------- - - - - --------------------- . .........
...................................... - - - - - -- _73 . ..... ------------------ ................... Lj
I ................................................. .......... Q� ............................................... ..............
............... 2279'o" - - - - - -
......... .. ....... .......... o ......... .................. .................................... ...... . o ......................... .23.1 .....
21. ------------ ------------ ......... - - - - - - - - - - - - - - - - - - - - - - - -
F. L. F. L. F L - - - - - - -
+19.90' + 19.70' S 03*06'54" E F. L +20.0' F. L. F. L. 4 f_\ 4 4 -7 7 F. L. F. L. F. L
------------------
AW0'
LAKE $$A$$
SECTION A - A
LAKE P9191"
SECTION B - B
02 SECTIONS
SCALE: 1 " = 10'-0"
T
22.0' DETENTION
LEVEL EVENT
20.0' CONSTANT
WATER LEVEL - - - - - - -
-----------------
20.0' CONSTANT
Al/ WATER LEVEL
III \/ARIE5 11 14'-0' L
------------
22.0' DETENTION
LEVEL EVENT
IL \111/ Al/
------------- r -----------
VOLUME CALCULATIONS
AREA CUT
VOLUME CU. YARDS
LAKE "A"
41,426 cu. yd.
LAKE "B"
11,857 cu. yd.
TOTAL CUT
53,283 cu. yd.
AREA FILL
AREA
1
7,705
cu.
yd.
AREA
2
5,641
cu.
yd.
AREA
3
9,407
cu.
yd.
AREA
4
7,839
cu.
yd.
AREA
5
21,080
cu.
yd.
AREA
6
3,456
cu.
yd.
TOTAL
FILL
55,128
cu.
yd.
TRAIL (6' WIDE) 3,180 L.F.
AREA
CALCULATIONS
LAKE
"A" 4.5 ACRES
LAKE
"B" 1.8 ACRES
TOTAL
6.3 ACRES
01 SITE PLAN
er=NERAL NOTES SCALE: 1 60'-0" COMPASS NORTH
1. THIS PLAN 15 INTENDED TO ASHOV4 AN OVERVIEV4 Of= THr=!5ITr=,
PARKINO, LAND50APINO, ETO. ALL EX15TINC, C'RAr'>r=5!5HALL BE
VERFIEV PRIOR TO SITE 6AR.ADIN0, SITE UTILI-M5, AND PAVINO.
RErER TO ELECTRICAL rOR 51TE L16HTIN6.
2. RErER TO CIVIL PLAN rOR PqATER AND 5EI^ER LOCATION5 AND
DETAIL5.
LEGEND:
-7
EXISTING GRADE
NEW GRADE
KEY NOTES:
TENSILE STRUCTURE PAVILION AND PAVILION FOUNDATION BY
ALLOWANCE REFER TO SPECIFICATIONS
PLAYGROUND BY ALLOWANCE REFER TO SPECIFICATIONS
FOUNTAIN - "OTTERBINE" AERATING FOUNTAINS
phoenix - 5 H.P. RE: ELECTRICAL E3.01
BUILDING NORTH
PROPOSED NEW PARK FACIIITY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
moll
RANDAIL sm PORTERFIELD
ARCHITECTS, INC. A.I.A.
" ��D A '�
Yv 0000000000,
LLJ co
0
0
0 (93 3 rO
OF
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB NO * 010401-006
CAD NO.
DATE (0/15/0-5
SHEET NO.
I
0 F:
21
NA-1
0
-1
9'�
JIM
2 no
-roll
PIPE BOL4AR D -
rr'P. - RE� 5/A-:2
41-011
CHAIN LINK FENCE
NITH FRI\/ACY SLATS - RE: 5FE05
2" (P SCHED. 40 &ATE FRAME
Z!;" 0 SCHED. 40 POST 1AV
THREE (5) DELUXE OFFSET
MALLEABLE IRON HINOE5
11-611
CONC. TIE BEAM
FIFE BOLLARD
TYP. - RE: 5/A-2
PVC, 00A7W CHAIN LINK FE14cE
HITH PRIVACYSLATS - RE: SPE05
2" 0 SCHM. 40 lSATE FRAME
RE:
SPLAN 1/4" STEEL
4'-0"
4'-O"Bp
:2 PUMPSTER PLAN
SCALE: 1/4" 1'-0"
P
PLAM
:j
ROUZZ6 AT EAC+14SATE
PROP FIN LXK kil &ALV. PIPE SLEEVES
IN OOWA�M FOR PROP FIN
(OPEN AW CLOSM POSITIONS)
Lji -1 1 ILI
NOTE: 44D. OALV. 6ATE FRAT�E5
AFTER FABRICATION
5 CHAIN LINK rvATE IY1210AL
50ALE: 515" 1'-0"
CHAIN LINK MNOE
NITH PRIVACY SLATS
-----------
tn
ST:>. PEWr= CAP
Typ. 51, PIOUW POST
u 11. 11.11 .11
......... ....
NOTE: PROVIDE ONE ON CENTER OF EACH PARIONG SPACE.
3000
CONCRE'rE'Z(2)-#4 5'-6- LONG BARS -J L 1 " DIA.
ANCHOR HOLES
NOTE: RE: SPECIFICATIONS FOR MANUFACTURER
ANCHOR PER SPECIFICATIONS FOR MANUIACTURER
CONCRETE HHEEL STOF
NOT TO 50ALE GUANTITY = 25
NOM. 4"(P
FINISHED
SURFACE
5" 0 SCMED. 40 POST K/
M XF_ FFSET
'M (5) LU 0
THP
HiNem
lam
50HEDULE 40 STEEL
BOLLARD. HOT DIP 6AL\/.
AFTER FABRICATIO.
OROUT 50LID AND FAINT,
T1rP.
CONCRETE
FOOTINe
NOTE:
BOLLARD5 AT FUEL TANKS SHALL BE:
1. Spocecl not less than 4 feet batk4aan posts on center.
:2. Located not less than 5 fact from the tank.
F I FE BOLLARI;)
50ALE: 51V' 1'-0"
.9 8'
<
0:� SIGN 22.8 OLS �Ls 0
TOP OF RIM ELEV. = 21.76' EXISTING TOP OF PAVING
1 22.00 APPROACH DETAIL
24 RCP FL 16.64y VERIFY RE: DETAIL 2/C-1
PID 12 L. 1!IIII.$l . QN.
H 22.8
1>
HH PID
PP
.23.0 N
T.P.
. . t> �>'% . . . A
24.2'
T.P.
1 P C 1 ECAN /C'h
PECA C.B.#5-T.O.G. T.P.
N 12' CAN 2 N F.L.
2 PE
+22.80' T.P. 24"X24" GRT
20.0' FIL
+23.00' -
0" CAN 23.35'
FG
C:r.�I=GN
c\' 2 ;1'
D-
r
3 t"A I t2C A (21 N
30" RCP
oil
TOP OF RIM ELEV. = 21.69'
24 RCP FL 16.92'
JR
0',!`0 2 2'2 2
18" N
t"A N
TBM I
t 7 �'H
0" PECA ��P E
3 N
T
T.P.
> t>
Z +23.7'
t> T.P. PECAN 30" PEC 18 CAN 12" EC
Al +23.40'
F.L. Z t> 3 - 12" CURB LEAVEOUTS
FOR DRAINAGE
PARKING SPACE NOT +22.60'
_�S. FG
>
PARKING SPACES = 75 SPACES F+ 2-3. 0 0, t> t> +23.0'
3 ACCESSIBLE PARKINGS SPAIbES . > . . t>D' A
T. t, t>.. .1 t> T.P. t> t>..
FG -fp2 2. 8 t>.
��v FL
t>
22.80' t, PECAN +22.75' 18 CA
t, t>. T.P. +23.(
T.P.
t> t' t-
+24.00'
FG F.L
T.P. Top. t>.
1+23.00'1 +22.40'
T.P.
+22.70' +23J5'.. +2 40'
>T.C. 1> T.O.C. IL \< 1A
Lu
+23.50 t> t> . . . . . . . . . . . . +Z4. �3:
N_
t>
La FIL
U) +2 50'
t> t>
22.5
Z T.P., t, t... Z 0" PEC
+ t> . T.P, >
1% .. Cf)
I> T.P. , "r .:
2 2,3`4
t>
>
�X 70'
> 0
T.P.
T P.
LP."
+2 0 +22.70'
\FL 3.0'
+23.&0' 001 00 12A
t, T.P. FL
T.P. FL 0 0
t' A +22.25'
+23.10.'
+24.0' a_ a_ z
z
> t> PROP. PRO z \Z
CLEAN OUT CLEAN UT
F.L. t> . . .. b . 1�1 1� "I FL
+22.20' T.P. RE: DETAIL .2 RE: D TAIL z Z_ +21.5
+24.5'
TA
4/C-1
T.P.
Q, t'
1+22.50' PROP. 8" W.L.
T.P.. RESTROOM
71� �.401 + 4.10 V . zz"X'
P T.P. PROP. 8" PCV SAN. SEWER
t'. T.P. V F.F.
FUTURE 50 SPACE
T.P. P. 1+ -1
24.65
1+23.00'j 51 T.P. PARKING LOT
A
REFUSE A +24.5' T.P.
. > +24.1'
t, T.P. Z
1<
X T.P. --LIZ t> . T.P. 1+24.0' T.O.WALL
-------- IN +24.2' +25.85' T
F.L. t> t> . �> . . . . .. .. . . ----------
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t, >A. T.P.
+23.9' C.B42-T.O.G.
t>
F.G. T.P.
4P 22.00' FIL 23.N
401 24"X24" GRT
+24.2 401 T.P.
t, t.
40� 4P
t, > Z
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8 PVC 0 .52% t>
+2 .7 5' t> PAVILICN .68' FA
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220 T.P.
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+23
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i XX Z 1,
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40� Z
+21tol
8 PVC 0 .52% Z
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011�0-- 24"X24" GRT "I t> �'.
066' .. : . "I X, Z FG
21.32' FIL
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+24.0'
FG
F.L. F+27,00 F.L.
Lj k�F 21.5'
+21.00'
2. Z
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t>
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X Z
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18" PECAN
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18" PEC N 2
T.O.WAL �'X'xx ZZ, A CAN
+20.90'
00 /2 PEC 4
ECA
.6
AKI 18 CAN�
KEY NOTES:
TENSILE STRUCTURE PAVILION AND PAVILION FOUNDATION BY 01
ALLOWANCE REFER TO SPECIFICATIONS
CID PLAYGROUND BY ALLOWANCE REFER TO SPECIFICATIONS
GRADING PLAN PAVING
SCALE: 1 30'-0"
COMPASS NORTH
14
BUILDING NORTH
PECAN
A 18"
It
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
moll
RANDALL, PORTERFIELD
ARCHITECTS, INC. A.I.A.
e., 0000000l;�
Lu (0a,
Q� u- r-O
(9,33rO AE2
OF
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB N 0. 010401-00ro
CAD NO.
DATE 611510.5
SHEET NO.
e�
0 F:
21
IN
IN
rj
MNISHORADE
41/4"
PARKING
UNIVERSAL
PARKING SPACE NNI
I Tot- nt- t: I I
I I rOOTINO
I I
NOTE: L _J
ALL 51 ON HARDV4ARE
H. V. OAL\/.
COLORS:
$50-200 FINE
WITHOUT VEHICLE
PERMIT
TEXT 4 BORDER - OREEN uj
BACKOROUND - V4HITE
SYMBOL - PqHITE ON BLUE
BACKOROUND
ACCESSIBLE PARKIN 516N
N.T.S.
Z5/4" NON-EXTRUDIN& PREFORMED JOINT rILLER
k4HERE k4ALK JOINS CURB (HOMASOTE "HOMEX")
V41TH SEALANT
TOOL EDOES
-77 -------- 7--4-
4 4 4 f4 *a.,.
4= A.4
4 4
4 ; `..I I - .
E
I il F 50H. FA\/INO 4 REINF.
4.. -,A .4 A I A
0 A
A A
A A
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55'-0" ALUMINUM
(jj'oo" f=LAC, POLE
(711 TO 5 1/411)
ALUMINUM COLLAR
SEALANT
51-0110
5000 p5l CONCRETE
10 " 0-7 A L
5LF-F-\/F-
&ROUND SPIKE -
1^1ELD TO BAeE PL.
SCALE: 51e," = 1'-0"
(oil 11 11 1 1/21,
0 //,/— 4*
2" RADIUS
4 BAR CONTINUOUS
4 #4 CURB STEEL
A*A'. 4 SUPPORT a 24" O.C.
SCH. PA\/I N 5-7 4 RE I Nr.
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RE: ISSEOTECH. IWE5TIOATION
FOR FILL REGUIREMENT5
CUR5 NAIL,<
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SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2 1'-0
00
11-511 11-511
LOAD NAIL HOLE /-1'7/5:2" DIA.
TfP,AN5MI55ION
060
NOTE: FORM JOINT
V41TH
REMO\/AE3LE'./INYL
50REED
UNIT 5HEPLER5
I
CAP - 5HEPLER5
#5151
1 15/4"
JR. SIZE L.T.U.
OR EOUAL
24 6A. CONT.
OAL\/. KEY
TOP \/Ir=pq FRONT \/IEPq
JO I NT 5EALANT--,
(5CHED. DEPTH
+ I")
'JOINT SEAL
A
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SAME DIA. AND 5FACINO
AS FA\/INC7 REINFORCINe
STEEL TO MEET
SPECS. FOR Cot,
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0. REINF. R.Pq. EXP.
JT. FILLER
LAP 10" I^V REINF.
BAR UNITS TO BE:
-1
10
22" O.C. loll
`_
TOP OF RIM ELEV. — 21.76'
"24 RICP FL = 16,64'
... __", p
PIP
P, -*,P
183(" ' PP�)A N
251
12'--PECAN
14 IF11 Sol 0-m 2_3 IV, I %
L
RE: DETAIL
8/A-3
CURB RAMP
RE: DE TOP OF RIM ELEV. — 21.69'
8/A-3 24 RCP FL = 16.92'
CNN
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TBM 1
N 0, 022 22
>4 Oil
oL ..
ka.
3
i P �c 1 PECAN
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2 2" 1N PE
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CURB TYPICAL
+ 4/A-3
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DRIVE APPROA6H
RE: DETAIL 1
2 C-1 2
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ilu-
----------
30 IN �. /. _1_1-�L -
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RE: DETAIL I? PECAN
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IS
PARKING SPACE NQT�S: C.D\
1>
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PARKING SPACES = 75 SPACES
> 1�
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SCALE: 1 1/2" = 1'-0" LEOEND: - — — — — — — — - SCALE: 5 1'-0 LEOEND: -------- V
IX4 RUBBER JOINT F11 1 FR *
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5E&ANT (5HEPLER #642 REMOVABLE REINFORCED HITH
ExP. JNT. CAP) #5 1 b" o.c. BOTH HAYS
516" x :2'-0" MOMI-5 AT
EXPANSION JOINTS
Mvmy 201-011)
91 K
5000 1 CIONC.
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NOT TO SCALE
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TOOL #5 x 24" 0
EDC-E 16,10.0 71
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FAINT BLUE LANDSCAPED
AREA
& 11 X
RETURNED OURB
(TYPICAL)
TAPER CURB K4ERE
ADJACENT TO
PA\/IN57 AND EXTEND
BOTTOM 0P CURB TO
BELOPq PA\/IN67LINE
110"Ill, DETECTABLE KARNINIS,
TRUNCA7t!D DOME TILE - 24"
HIDE ACRO55 ENTIRE CURB
RAMP
DETE=CTABLE KARNINO
TRUNCATED DOME TILE 24"
HIVE AT ADJACENT CRO!5!5
TRAFFIC, "DETAIL 6.1"
B� ACCES9115LE CU RAMP
NOT TO SCALE
1 1-017
V4HITE SYMBOL
BLUE
BACKOROUND
LL1
Ln
0
Ilk
Sme
11-011
I
41 H/C 5*i0'M50L r:)ETA
SCALE: 1/4" = 1'-0"
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01 t, > I I N\
PLAY ROUND
PAVILION
t>
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01 If I If
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PARKING
1 ERSA
RKNG SPACE J
-rnt-, nt- - I I
rOOTINe
NOTE:
ALL 5leN HARDP4ARE
H. D. OAL\/.
COLORS:
$50-200 FINE
WITHOUT VEHICLE
PERMIT
11
L
TEXT 4 BORDER - OREEN LI j
BACKOROUND - V4HITE
SYMBOL - V4HITE ON BLUE
BACKOROUND
10 A00E='"0*15LE PARKIN 516N,
N.T.5.
COMPASS NORTH
KEY NOTES: BUILDING NORTH
\,AISLE TO COMPLY SAWCUT EXISTING SIDEWALK FOR ACCESS. CURB RAMPS. CURB RAMPS
\__4" WIDE WITW AC410ESIS113LE ROUTE SHALL BE SAME WIDTH AS EXISTING SIDEWALKS.
PAINTED
STRIPES !RESTRICTIONS
1:20 MAX SLOPE EXISTING SIGN TO BE RELOCATED.
MY rAIRECTION SITE PAVING SHALL BE 5" CONCRETE — (REFUSE AREA SHALL BE 7"
-7 111-011 AISLE TH. CONCRETE). APPROACH PAVING SHALL BE PER HARRIS COUNTY
AUTO SPACE APPROACH SPECIFICATIONS. CONCRETE SHALL HAVE #4 BARS @ 24
O.C. EACH WAY MINIMUM 28 DAY COMPRESSIVE STRENGTH — 3500
11 UNIVEROSAL ACCE55.- PSI. REFER TO GEOTECHNICAL INVESTIGATION FOR SUBGRADE
SCALE: Ila" = 1'-0" PREPARATION.
PROPOSED NEW PARK FACIUTY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
moll
RANDAIL sm, PORTERFIELD
ARCHITECTS, INC. A.I.A.
ly
Lu (0Q, 0
0
3 3
OF
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB NO. 010401-006
CAD NO.
DATE 6/15/0-5
SHEET NO.
I
0 F:
21
A-5
41-611
CABLE
551-all
241-all
.41-611
ELEVAT
2'7" H. X 1 1/2" (P 5.5.
OUARD RAIL
0
0/
NOTE: OUARD RAIL5
LENOTH SHALL BE EGUAL
TO DISTANCE OF MOP4N
60' a OPOUND
CONNECTION
TENSILE STPUCTURE POST
NOTE: 071JARV PAILS SHALL COMPLY
kqITH TEXAS ACCESSIBILITY
STANDARDS 4.4.2 HEAD PZOOM.
AREA Or r,>OPqN 6UY LOI-EP, THAN
e�O" SHALL BE PROTECT BY 27"
eUAf;V RAIL5 - CANE DETECTION
POSTS 0 45" O.C. MAX.
POSTS SHALL BE SET IN
PAVINO 5LEEVE5 AND
EPDXY
OUAR:7) RAIL r�T!TAIL
SC,ALF-: 1/2 " = I'-0 "
PROPOSED NEW PaK FACIUTY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
moll
RANDAIL sm, PORTERFIELD
ARCHITECTS, INC. A.I.A.
0 A "�
00000000-00,
Lu
0
3 3 ro
OF
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB NO. 010401-006)
CAD NO.
DATE (0/15/0-5
SHEET NO.
10
0 F:
21
A-4
9
Q
z
241-511
'71-411 101-011 -71-411
IIA-6 4/A-6 5/A-6
7 7 7
0
BLO10E A71/4'' PER F7
.-411 41-011
mom
m
is mmllll�
III IN
6010
E
Ll I
IIIIIIMMI
"m
11
im W, dj
"_a
a
ran I
Lwj_
mks
[Z
I/A-&
101-511
I 1/ 5'-4"
01
NORTH
— r-00 I /n ton c; ;= I & S, I
50ALE: 1/4" = 1'-0"
DOOR 50HEVULTE
1 5/4" TH. I& OA. HOT DIP
6AL\/ANIZED HOLLOP4 METAL DOOR -
PRIMED / FAINT IN 14 6A. X 5 5/4" X
2" H.D. &AL\/. HOLLOPq METAL FRAME
(FAINT) r=xTERioR i-v �-eATHER STRIP.
NOTE5
I ALL FLUSH \/AL\/F- LEVER55HALL BE ON
"V41DESIDE" Or THESTALL ORSPACE.
2. TOP OF ALL MIRROR REFLECTIVE5URFACE5
SHALL BE AT 74" A.F.F. E30TTOM SHALL BE 40" MAX.
ALL DIMENSIONS AT ELEVATIONS AND PLANS IN
THISSHEET TO FACE Or CMU, UNLESS OTHERHISE
INDICATED
LEOEND
KEY NOTE SYMBOL
ELEVATION SYMBOL
4
z
w
IL
22-AC�vTN5 RR
50ALE: 1/4" = I'-0"
50ALE: 1/4" = I'-0"
PROTECTIVE SLEEVE
TO CHASE
4-7'rFICAL Ar;�A 57ALL
50ALE: 1/4" = I'-0"
r;)RINKINO f=CUN7AIN
5- ANr�) ORAFH105
SCALE: 51a" = I'-011
ACCESSORIES LEGEND
t!jIRROR, 59>"H. x 24"kq. (mimEN51ONS OF REFLECTIvE
SURFACE) - (BomcK s5 rRA�-iE)
10ILET PAPER HOLDER - (E3oaRirK - 5-2740)
56' LONe i5RA5 BAR - (BOBRICK (be,06>06)
42" LONO ORAB BAR - (BOBRICK (550&X42)
RE5TROOM PARTITION
"SANTANA" POLY*MER REST ROOM PARTITION l^V STAINLESS
STEEL HEAVY DUTY VANDAL RE515TANT HARDPqARE
SOAP J2I5f=`EN5ER - (BOBRICK B-4112)
ELECTRIC HAND DR`rER - (BOBRICK B-1501)
KE"r NOTE5
24 OA. PRE-FIN15H. METAL OUTTER AND DONN5POUT
TRANSLUCENT ACR"rLIC R NALL PANEL5 "AOR"(LIT 50" PqO\/F-N RO\/INO
5" x Iii SPLIT -FACED O.M.U. 500RED
5" x Iii SMOOTH -FACED O.M.U. 50ORF-D
2 5A. PRE-FIN15H. METAL HR PANEL
NON Imm
MOVE
SEEN EIMEMIN
Nil
%wol i—IN I 1�01 1-11 ".1 %.11�
6-50U7H EL-EVA710N I- NOR7i-4 r=L-r=\/A71CN
SCALE: 1/4" = I'-0" SCALE: 1/4" = I'-0"
a- Ar=57 ELEVA710N_
SCALE: 1/4" = I'-0"
ZA
I I
DEDICATION PLAGUE
50ALE: 1 1/2" = 1'-0"
7.55
ops
-7.20
11-411 oor r 41-011 �,r 4'11-411
EA57 EL-EVA71CN
SCALE: 1/4" = I'-0i'
10- AE57 ELEVA71 ON
50ALE: 1/4" = I'-0"
NOTE5
1. ONE (1) OF EACH 51ON REGUIRED AT EACH RE5TROOM.
2. LETTER5 AND NUMBERS ON 51ON5 SHALL HA\/E A k4IDTH-TO-HEI`5HT
RATIO BETHEEN 5:5 AND 1:1 AND A STROKE NIDTH-TO-HEI6HT RATIO
BET1^4EEN 1:5 AND 1:10, UTILIZINe AN UPPER-CA5E "X" FOR MEASUREMENT.
5. LETTERS AND NUMERALS SHALL BE RAISED 1/52", UPPER CASE, 5AN5 SERIF
OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED k4ITH ORADE 2
BRAILLE. RAISED CHARACTER5 SHALL BE AT LEAST 5/5" H16H, BUT NO
H10HER THAN 2". THE BORDER DIMENSION OF THE PICTOORAM SHALL
BE 6' MINIMUM HF-16HT.
4. THE CHARACTERS AND BACKOROUND OF 51ON5 SHALL BE EC765HELL,
MATTE, OR OTHER NON-OLARE FINISH. CHARACTERS AND 5,rMBOLS
SHALL CONTRAST kqITH THEIR BACKOROUND -- EITHER LIOHT
CHARACTERS ON A DARK BACKOROUND OR DARK CHARACTERS
ON A LI 67HT BACK 67ROUND.
5. CAST ALUMINUM - AS APPROVED
ORADE 2 BRAILLE
6RADE 2 BRAILLE
-7.55
MEN
11-411
PROPOSED NEW PaK FACIUTY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
moll
RANDAIL sm, PORTERFIELD
ARCHITECTS, INC. A.I.A.
-,-400,
Lu
0
(93 3 rO
OF
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB NO. 010401-006
CAD NO.
DATE 6/15/0-5
SHEET NO.
11
0 F:
21
A-5
NOTE: FA
SIVE 4
rom
AT TRAN�
PANE
:2-BEC710N
50ALE: 1/2" = 1'-0"
;�r: orm
ITE)
',r=NT
NT EXTERICK
-L A00M
NHITE)
.UCENT NALL
,ATIONS
0
KE"( NOTE5
EXCAVATE AND IMPORT SELECT
FILL - PI < 20
CONCRETE FOUNDATION - RE: STRUCTURAL DRANIN65
C.M.U. BOND BEAM - RE: STRUCTURAL DRANINOS
5" x 16" 5PLIT-FACEM C.M.U. SCORED AT CENTER
&" x IV' 5MOOTH-FACED C.M.U. 50ORED AT CENTER
HOT DIFFEM OALV. cl OA. CHAIN LINK FENCE
PqITH COMMERCIAL ORAME SCHED. 40
HOT DIFFEM OAL\/. PIPE AND HARVkqARE
TREATED 2x(o BLOCKINO 0 56' O.C.
& MIL POLYETHYLENE FILM LAP AND TAPE JOINTS
5/4" TH. 5/0 PLYPqOOr,> PqITH I X 2 NOOD BATTENS
AT ALL SEAMS AND EDOES (FAINT)
2x,5 5YP #2
METAL ROOFINe - HR PANEL
PRE -FINISHED MET. FLASHINO
FINISH FLOOR - CONCRETE
OPEN HALF BLOCK
SCALE: I " = 1'-0"
H
)rl>
PROPOSED NEW PaK FACIUTY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
moll
RANDAIL sm, PORTERFIELD
ARCHITECTS, INC. A.I.A.
0 A"�
00000000-00,
Lu -y'
0
(933ro
OF'�\
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB NO. 010401-006)
CAD NO.
DATE (0/15/0-5
SHEET NO.
12
0 F:
21
MA-6
ro
r*
Plan View
scale: nts
N
7 0'— 0
Mime
M
:4�—:6 )' 0 1 '01 —24 1-8
70, 3 —
0
- I
Q0
N
Perspective View
scale: nts
Fabritec Structures
350 Kal mus drive
Costa Mesa, CA 92626
Phone: 714.427.6980
Fax: 714.427.6983
www.fabritecstructures.com
West Side Park
Theater Pavillion
Prospect # FT-07-186
Overall Layout
Option # 1
Scale: as noted
Drawn by: AZ
Checked by: CG
Date: 08-06-07
Preliminary Engineer- ---
Revisloils
00
(D
LO
(D
0
0
U
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0
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r,
0
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0
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0
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0
-0
Q-
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Ln
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0
a)
(D
r%
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Front View
scale: nts
Side View
scale: nts
CONCEPT ONLY
Please note that these drawings are a pictoral representation
of fabric and steel only. None of the required attachment or
connection details have been depicted.
100
07-186-100-08-06-07.dwg
A=7
1/20 X b" 5.5. AB. 0 56" �O.C.-
7—
lz
#5 BAR CONT. - T 4
N2
mur-p-1
#5 REINF. BAR a 16" O.C. F-A. P4AT'
4 4A
:1 4
w ME 09 MF4= m 4mm! m �p m Nip IRM m m m
.4
4 4< 4.
4q
4
1..4
4 F�j
- - - - - - --- - - -
4
4
�l .4 4 4
41 4 1
<4
- !a 24" O.G.
--RE: OEOTEOHNIO. L REPO
AS REO. FORORAME
11-011
HEAD WALL DETAIL
SCALE: 1 1/2" = l'-O"
01
BRIDGE PLAN
SCALE: 1/8" = l'-O"
KEYED NOTE5
1. 2 X 6 'TREX'' DECKIN6 N/ "' GAP
2. TREATED 5'' (P TIP .60 CGA PILING @ 10'-0'' O.G. (RE: PLAN) NOTCH 2''
TO REGEIVE STRINGERS. PILING SHALL PENETRATE 10'-0'' BELON
GROUND OR BOTTOM OF LAKE ELEVATION.
3. TREATED 2xb JOISTS @ 16'' OL.
4. TREATED 2 - 2xI2 STRINGERS (NOTGH P05T 2'')
5. TREATED 2x4 VERTICAL SPICE BLOGKING TIES EACH
DECK JOIST - STRINGER CONNECTION
5
b''� H.D.6. BOLTS - 2 PEP, PILING TO STRINGER
T 2 X 4 TREX'' GURB. CONT. TOP RAIL HITH
6'' BLOGK SPACERS @ 16'' O.G.
6ENEP,AL NOTE5
A. MAXIMUM VERTIGAL TRAN51TION
5HALL NOT EXGEEP 1/2"
5TAINLE55 5TEEL (TYPE 316) 50. OPI\/E 5GPEH5 AT PECK TO J5T.
5TAINLE55 5TEEL NAIL5 I&I RIN675HANK
02
BRIDGE DETAIL
SCALE: 1 " = l'-O"
I
I
m
2
. X _0 \\
.211
-po
I
5
PROPOSED NEW PaK FACIUTY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
moll
RANDAIL sm, PORTERFIELD
ARCHITECTS, INC. A.I.A.
0 A "�
.000000
Lu
0 'q
(933ro
E, OF
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB NO. 010401-006
CAD NO.
DATE (0/15/0-5
SHEET NO.
14
0 F:
121
-a
IA
5
-1 =IV� I"= = I MIL)LIO, I LOIN=
NORTH i:::0UNl::)A71 ON f=LAN
50ALE: 1/95'' = '-0"
NO
241-511
V5L.. TR. 2X& TR.-
KPAT 15LOCKINC7
7-7 DETNEEN EA.
RAFTER
5LOFE AT 1/4'' FER FT lu
fj w
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—1 F —1 F
T"rFICAL
TRANSLUCENT
NALL FIANEL SEE
ARCHITECTURAL
DETAIL #5
-71-01, FIER
DEFTH 5ELON
NATURAL
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4-
T`rF I CAL
%12/56 FIER
T`rF I CAL
12x24 (5RAr7)E
5EA��
-1 T*rF I C, A L
( ILI;
NORTH
LOA ROOF SIVE
�:CUNr�)A71ON f=LmAN
50ALE: 1/4" = 1'-0"
57RAF E3EAM Vq1
''SIMFSON'' M75M20 @
r,MU ViALL
4-2xI2 BEAM
r--------------------------
--- ----- ------
--------------
<
Lu Lu
X X
F- - - - - - - - - - - - - - - - --
- - - - - - -
L ----------- 2-2XI2 BEAM! F - - - - --
- - - - - - - j
L- - - - - - - - -
F- - - - - - - - -
OL
t
LU
lu
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57UD
NALLS ON 70F
OF GMU E3LOG<
NALLS
L - - - - - - - -
- - - - - - - - - - - - - - J LT - - - - - - - - - T-1 I
HIC-;H ROOF SIVE
NORTH F,00i= I=FA�ollNO PLAN
5C,ALE: 1/4" = 1'-0"
NAIL RAFTER5 @
VERTIGAL 2 X
4'5 - STRAF
AITH 'SIMFSON''
H25 STRAFS
EA. RAFTER
1/2 '' FL"rNOOD
ROOF DEC,<
DETAIL #5
a'' CMU E3LOr,<
NALLS E3ELOA
NITH #4 @ 16''
O.cl.
CMU WALL REINFORCEMENT SCHEDULE
WALL WALL VERTICAL HORIZONTAL COMMENTS
TYPE THICKNESS REINFORCEMENT REINFORCEMENT
A 8" #4 @ 16" SEE GENERAL NOTES TYPICAL WALL
A (ENDS) 8" #5 @ 16" SEE GENERAL NOTES LAST 5' OF WALL AT CORNERS AND 2' AT OPENINGS
NOTES: 1) FOR WALL TYPE A ADDITIONAL HORIZONTAL BOND BEAM OF TWO COURSES SHALL BE CONSTRUCTED AT THE MIDPOINT
OF THE WALL. REINF. WITH (2)-#5 TOP -BOTTOM. COORDINATE WITH SMOOTH FACE LOCATION.
2) FILL LAST TWO CELLS AT CORNER OR CONSTRUCTION JOINT OF EACH WALL AND PLACE (l)-#6 BAR IN EACH CELL
3) FILL ALL VERTICAL CELLS OR USE BOND BEAM WHERE CANOPY OR RAIN HOOD FRAME INTO WALL.
'AA' REBAR POSITIONERS AT TOP SEE SCHEDULE FOR
AND BOTTOM AND AT EACH BAR REINFORCEMENT
SPLICE. (AA WIRE PRODUCTS OF
DALLAS, TX OR EQUAL).
oil
1111
11
�l
BAR PLACEMENT
WALL REINFORCE DETAIL
SCALE: 3/4- = l'-O"
F.F. 24.15'
TR. 2X& TR. I<PAT
RAFTERS e 1611 O.C.
"SIMPSON" H2.5 TIr= STRAP
AT EACH RAr-Tr=R 16" O.C.
M15L. TR. 2X4 TR. KPAT
TOP PLATE
TR. 2X4 TR. KPAT
STUP PiALL 0 16" O.C.
"SIMPSON" HZ� TIr= STRAP
AT EACH STUP 16" 0.(::,.
TR. 2Xa TR. KPAT TOP
PLATE
rp/a"(P X 6" HOT PIP
C,AL\I. ANCHOR -1 5OLT
a �1-011 O.C,.
LL
0
<1 �-2 - #� O.C. IN FILLEV
4 TOP CONC. 5ONP 5r=AM
1_-X
X
X
14
C>OkeLS o 1611
0 C. IN FILLEM CELLS
CMU 5LOCf<
#5'S 0 12 O.C.
r EA. AAY
4
j
JL
#-:5 STIRRUPS 12" O.C.
L 2 - #5's TOP ANr.>
5-5EC710N_
SCALE: I" = 1'-0"
(l)-#8 VERT. FULL HEIGHT REINF.
IN EACH FILLED CELL (USE
#7 BARS AT WALL TYPE B AND C).
Imm Lt7 '17111 '17
1111 Hill 11 Hill 1111 1 1111111
" h" IN. WALL OPENING
LINTEL SCHED-L
(FILL ALL CELLS IN THIS AREA)
(3 CELLS MIN. AT WALL TYPE A) NOTE: GROUT AND REINFORCE ALL CELLS
OR AT STEEL LINTELS IF WALL BETWEEN OPENINGS ARE
THREE FOOT OR LESS.
TYP. CMU WALL DETAIL
AT DOOR OR WINDOW JAMB
SCALE: 3/4" = l'-0-
PROPOSED NEW PaK FACIUTY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
moll
RANDALL sm, PORTERFIELD
ARCHITECTS, INC. A.I.A.
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
JOB NO.
CAD NO.
DATE (0-15-0a
SHEET NO.
15
0 F:
21
5— 1
NORTH
MEP SITE PLAN
1"=50'-O"
ELECTRICAL GENERAL NOTES
1. REFER TO E1.00 FOR ELECTRICAL LEGENDS, SYMBOLS & GENERAL
NOTES.
2. REFER TO E2.01 FOR RESTROOM ELECTRICAL LAYOUT.
3. REFER TO E3.01 FOR ELECTRICAL SCHEDULES.
ELECTRICAL KEYED NOTES
INCOMING SERVICE FOR PARK TO BE DETERMINED
BY ELECTRICAL UTILITIES SUPPLIER.
WATER FOUNTAIN PUMP #1 (WFP-1) CONTROL BOX.
EXACT LOCATION TO BE COORDINATED WITH
ARCHITECT.
POWER POLE
FOR WEATHERHEAD AND 320 METER
CAN.
F4 ]
(1) 2 1/2" UNDERGROUND SERVICE CONDUIT.
EPROVIDE
fl
(1)
1" CONDUIT, EXTENDED 5' BEYOND
PAVING FOR
FUTURE PARKING LOT LIGHTS.
lflPROVIDE
(1)
2" CONDUIT, EXTENDED 5' BEYOND
PAVING FOR
FUTURE USE.
lflPROVIDE
(1)
1" CONDUIT, EXTENDED 5' BEYOND
PAVING FOR
IRRIGATION SYSTEM.
PLUMBING GENERAL NOTES
1. REFER TO P1.01 FOR PLUMBING LEGEND, SYMBOLS AND GENERAL
NOTES.
2.REFER TO P2.01 FOR RESTROOM PLUMBING LAYOUTS.
PLUMBING KEYED NOTES:
(2" DOMESTIC WATER LINE ENTRY TO BUILDING.
DREFER TO CIVIL FOR CONTINUATION.
4" SANITARY SEWER LINE ENTRY TO BUILDING.
REFER TO CIVIL FOR CONTINUATION.
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
City of La Porte
3600 Canada Road
moll
LL PI
RANDA PORTERFIELD
!;ARCHITECOTS, INC. A.I.A.
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
OF
SAMUEL -B.-WILLER
0828
111% ONAL
06-15-08
Revisions
NO. DATE DESCRIPTION
JOB NO.
CAD N 0.
DATE 6-15-08
SHEET NO.16
OF: 21
MEPI "01
ELECTRICAL SYMBOLS
ALL SYMBOLS SHOWN MAY NOT APPEAR IN ALL DRAWINGS. SYMBOLS ARE SHOWN SCHEMATICALLY AND ARE NOT TO SCALE.
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
POWER
-e-
SIMPLEX RECEPTACLE. FLUSH WALL MOUNTED.
JUNCTION BOX
DUPLEX RECEPTACLE. FLUSH WALL MOUNTED.
XX
DISCONNECT SWITCH. POLES, AMPERAGE AS
INDICATED
TWO DUPLEX RECEPTACLES UNDER COMMON
COVER PLATE. FLUSH WALL MOUNTED.
IK
#
MOTOR STARTER. NUMBER INDICATES NEMA SIZE
+
RECEPT FED FROM ISO PANEL — BLUE IN COLOR
DUPLEX OR DOUBLE DUPLEX, WALL OR FLR MTD. NOTE 13.
0j,
#
COMBINATION MOTOR STARTER AND DISCONNECT.
NUMBER INDICATES NEMA SIZE
m Rp
FLUSH FLOOR OUTLET — DUPLEX OR DOUBLE DUPLEX
PAN ELBOARD— DASHED LINE INDICATES CLEARANCE REQUIRED
3ZE
SPECIAL PURPOSE RECEPTACLE
El
TRANSFORMER
HAND— OFF— AUTOMATIC SWITCH
i--D
SITE EMERGENCY POWER OFF
GROUNDING SYSTEM INSPECTION WELL
480/208 RECEPTACLE
LIGHTING
F—I a A
a A a A
RECESSED, CEILING MOUNTED LIGHT FIXTURE. UPPER CASE
LETTER INDICATES TYPE. LOWER CASE LETTER INDICATES
SWITCH. NUMBER INDICATES CIRCUIT.
4) X (jX (j)X �X j
_X
4) X (I X _fX
EXIT LIGHT. SINGLE OR DOUBLE FACE AS INDICATED.
DIRECTIONAL ARROWS AS INDICATED. LETTER INDICATES
TYPE. INSTALL BATTERY PACK WHEN INDICATED OR
REQUIRED.
_T_ I
WALL MOUNTED LIGHT FIXTURE. LETTER INDICATES TYPE.
A A
WALL SWITCH SPST, 20A,120/277V
0
A
CEILING MOUNTED DOWN LIGHT. LETTER INDICATES TYPE.
L�0
3—WAY WALL SWITCH, 20A,120/277V
WALL DIMMER
A
LIGHT FIXTURE WITH BATTERY BACK UP. LETTER INDICATES
FIXTURE TYPE. PROVIDE BODINE B50 BATTERY BACK UP.
KEY OPERATED WALL SWITCH
A
A
SURAFCE MOUNTED STRIP FIXTURE, 2' OR 4'. UPPER CASE
LETTER IND. TYPE. LOWER CASE LETTER IND. SWITCH.
wc
OCCUPANCY SENSOR, 20A/277V. WALL MOUNTED. WG
INDICATES WIREGUARD.
NUMBER INDICATES CIRCUIT.
CROSS LINE INDICATES WITH EMERGENCY BATTERY PACK
WG
8
OCCUPANCY SENSOR, 20A/277V. CEILING MOUNTED. WG
INDICATES WIREGUARD.
FIRE ALARM
FF—ACT]
FIRE ALARM CONTROL PANEL
F_v]
VISUAL —ONLY ADA STROBE.
F-ml
MANUAL PULL STATION WITH VANDAL COVER
FAI
REMOTE ANNUNCIATOR
0
PHOTOELECTRIC SMOKE DETECTOR
CONNECTION TO KITCHEN HOOD EXTINGUISHING SYSTEM
0
HEAT DETECTOR.
CONNECTION TO SPRINKLER SYSTEM WATERFLOW SWITCH
0
DUCT —MOUNTED SMOKE DETECTOR
CONNECTION TO SPRINKLER SYSTEM TAMPER SWITCH
E4
SPEAKER UNIT WITH INTEGRAL ADA STROBE. WP INDICATES
WEATHER PROOF.
F-cl
INTELLIGENT CONTROL MODULE
Ifl<
AUDIBLE UNIT. WG INDICATES WIRE GUARD.
WP INDICATES WEATHER PROOF.
INTRUSION DETECTION
F —IAP--]
INTRUSION ALARM SYSTEM CONTROL PANEL
qS�WG
SECURITY MOTION SENSOR, WALL MOUNTED. WG INDICATES
WIREGUARD.
INTRUSION ALARM ARMING/DISARMING KEYPAD
wc
(�D
SECURITY MOTION SENSOR, CEILING MOUNTED. WG
INDICATES WIREGUARD.
MAGNETIC DOOR CONTACT FOR SINGLE OR DOUBLE DOOR
AS INDICATED
>= wp>=
CCTV CAMERA. WP INDICATES WEATHERPROOF
WP
>1:1<
INTRUSION SIREN. WP INDICATES WEATHERPROOF
GLASS BREAK DETECTOR
TECHNOLOGY AND COMMUNICATIONS
<
COMPUTER DATA OUTLET BOX. FLUSH WALL MOUNTED.
FACE PLATE/JACK BY TECHNOLOGY PROVIDER. NUMBER
INDICATES NUMBER OF JACKS PER FACEPLATE.
BUZZER CONNECTED TO LOCAL PA SPEAKER AS
SHOWN ON PLANS.
FLUSH FLOOR TELEPHONE OUTLET
TELEPHONE OUTLET. FLUSH MOUNTED
FLOOR DATA OUTLET BOX. FLUSH MOUNTED. FACE PLATE
AND JACK BY TECHNOLOGY PROVIDER.
4W
TELEPHONE OUTLET. WALL MOUNTED
FLUSH FLOOR COMBINATION OUTLET
4A
SCHOOL COMMUNICATION SYSTEM ADMINISTRATION CONTROL
STATION OUTLET AND DESK MOUNTED ACS HAND SET.
MICROPHONE JACK
4C
SCHOOL COMMUNICATION SYSTEM 2 WAY TELEPHONE, WALL
MOUNTED.
LOCAL SOUND REINFORCING SPEAKERS
SVWP
GENERAL PUBLIC ANNOUNCEMENT SYSTEM SPEAKER.
WIP INDICATES WEATHERPROOF.
FS S_E_ C�
SOUND SYSTEM EQUIPMENT CABINET
(i)<_
wp
WALL MOUNTED EXTERIOR GENERAL PUBLIC ANNOUNCEMENT
SYSTEM SPEAKER. WP INDICATES WEATHERPROOF.
CATV COAX TELEVISION OUTLET
Fm_P A]
MASTER INTERCOM/PA SYSTEM ADMINISTRATION
CONTROL STATION.
+VCR
COAX CONNECTION FOR VCR TO TV
D/
BELL CONNECTED TO LOCAL PA SPEAKER AS
SHOWN ON PLANS.
k@
WALL MOUNTED MASTER CLOCK
ONE LINE
TRANSFORMER — SIZE, VOLTAGE AND PHASE AS INDICATED
AMMETER
CIRCUIT BREAKER — SIZE AS INDICATED
VOLT METER
DISCONNECT SWITCH — SIZE AS INDICATED
WATT METER
GENERATOR SET —SIZE AS INDICATED
ELECTRIC SERVICE METER
ATS
AUTOMATIC TRANSFER SWICTH
TRANSIENT VOLTAGE SURGE SUPRESSOR
MOTOR, NUMBER INDICATES HORSE POWER
GENERAL NOTES:
1 ANY CONDUIT ROUTING SHOWN IS DIAGRAMATIC ONLY. COORDINATE ALL
CONDUIT, DEVICES AND SUPPORTS FOR ELECTRICAL EQUIPMENT WITH OTHER
TRADES.
2. MINIMUM CONDUIT SIZE IS 3/4" FOR FEEDERS AND HOMERUNS. 1/2" CONDUIT MAY
BE USED FOR LIGHTING AND RECEPTACLE CIRCUITS. MINIMUM WIRE SIZE FOR POWER
AND LIGHTING IS #12 AWG.
3. ALL EMPTY CONDUITS MUST CONTAIN A PULL STRING FOR FUTURE USE.
4. INSTALL BUILDING GROUNDING IN ACCORDANCE WITH PLANS AND SPECIFICATION
DIVISION 16—SECTION NO. 16060.
5. INSTALL WARNING SIGNS ON ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH
NFPA 70, 29 CFR 1910.145 AND PROJECT SPECIFICATION DIVISION 16, SECTION
16075.
6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH CODES AND
REGULATIONS OF AUTHORITIES HAVING JURISDICTION AND THE GENERAL
CONDITIONS OF THE CONTRACT.
ELECTRICAL
ABBREVIATIONS
AFC
ABOVE FINISHED COUNTER
AFF
ABOVE FINISHED FLOOR
NC
NORMALLY CLOSED
ATS
AUTOMATIC TRANSFER SWITCH
NEC
NATIONAL ELECTRIC CODE
BFC
BELOW FINISHED CEILING
NF
NONFUSED
c
CONDUIT
N.I.C.
NOT IN CONTRACT
CB
CIRCUIT BREAKER
NL
NIGHT LIGHT
CKT
CIRCUIT
N.O.
NORMALLY OPEN
CCTV
CLOSED CIRCUIT T.V.
PB
PULL BOX
CLG
CEILING
PNL
PANEL
CUH
CABINET HEATER
PWR
POWER
ELEC
ELECTRIC
RECEPT
RECEPTACLE(S)
EMERG
EMERGENCY
RF
RETURN AIR FAN
EMS
ENERGY MANAGEMENT SYSTEM
RGS
RIGID GAIVANIZED STEEL
EP
EXPLOSION PROOF
SEF
SMOKE EXHAUST FAN
EWC
ELECTRIC WATER COOLER
SF
SUPPLY AIR FAN
EXT
EXTERIOR
S.O.
SPACE ONLY
F
FUSE
SID
SPARE
FA
FIRE ALARM
S.T.
SHUNT TRIP
FACP
FIRE ALARM CONTROL PANEL
Sw
SWITCH
FCU
FAN COIL UNIT
TEL
TELEPHONE
FIXT
FIXTURE
TF
TRANSFER FAN
FLR
FLOOR
TYP.
TYPICAL
FL
FLUORESCENT
TV
TELEVISION
FTP, FTS
FAN TERMINAL UNIT
UF
UNDERFLOOR
FTU
FAN TERMINAL UNIT
UG
UNDERGROUND
G, GND
GROUND (EQUIPMENT)
UH
UNIT HEATER
GEF
GENERAL EXHAUST FAN
U.N.O.
UNLESS NOTED OR INDICATED OTHERWISE
GEN
GENERATOR
V
VOLTAGE
GFI
GROUND FAULT CIRCUIT INTERRUPTER
VP
VAPOR PROOF
HP
HORSE POWER
VFD
VARIABLE FREQUENCY DRIVE
HV
HIGH VOLTAGE
W
WIRE
HWAT
HEATTRACE
W/
WITH
Ic
INTERRUPTING CAPACITY
WG
WIRE GUARD
IG
ISOLATED GROUND
WP
WEATHER PROOF
INCAND
INCANDESCENT
WT
WATER TIGHT
i
JUNCTION BOX
XFMR
TRANSFORMER
KEF
KITCHEN EXHAUST FAN
LTG
LIGHTING
LTS
LIGHTS
LV
LOW VOLTAGE
MATV
MASTER ANTENNA
MCB
MAIN CIRCUIT BREAKER
MCC
MOTOR CONTROL CENTER
MSB
MAIN SWITCHBOARD
MH
MANHOLE
MLO
MAIN LUGS ONLY
MTD
MOUNTED
MTG HGT
MOUNTING HEIGHT
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
City of La Porte
3600 Canada Road
LL 0 p
!;RANDALL m PIORTERFIELD
ARCHITECTS. INC. A.I.A.
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
OF 7%,%
�SAMUEL B. MILLER
-------------------
--------------
89828
av
S T C AV
dw
41%%ONAL
06-15-08
Revisions
NO. DATE DESCRIPTION
JOB NO.
CAD NO.
DATE 6-15-08
SHEET NO.17
OF: 21
00
NEI,,
TALL
NORTH tl"N CANOPY ELECTRICAL FLOOR PLAN
) \� - �01 1/8"=l'-O"
LOW
MEN
.3
(D IDP1 -1
n
0 (D(D
W E)
Pu Wp
Wp
0 DP1-5
W 5
PU
DP1-5 = 0
GF5In GFCI
M.
Ell
L Lie
7wwwwwwwo
DPl-1 A
1 0 U3
DPl-7--i
GFCIQ lnp'l -
0
m
WOM EN
DP1-11,13
CHASE Bl
DP1-1
Al
1 0
WID
DPl-5=S-1m
GFCI'@
ME
0
DPl-1
WP
0
DP1 -5 =S-
GFCI
ip
D P 1 -33
�cl
1p
,�=DP1-33(D
B
FCI
DP1-1
m
Pl_3 .V
Dpl-�
DP1
____j
DP1-5
NORTH RESTROOM ELECTRICAL FLOOR PLAN
) \� - �01 1/4"=l'-O"
GENERAL NOTES
1. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS & GENERAL NOTES.
2. REFER TO DRAWING MEP1.01 FOR SITE PLAN.
3. REFER TO DRAWING E3.01 FOR ELECTRICAL SCHEDULES AND ONE -LINE
DIAGRAM.
KEYED NOTES:
DCONTRACTOR TO PROVIDE #8 AWG, 75-C, WIRE FOR
INSTA-HEATER EWH-1.
CONTRACTOR TO MOUNT LIGHT FIXTURE ON COLUMN AIMED
TOWARD THE CENTER OF THE PAVILION.
CONTRACTOR TO CONNECT ALL RESTROOM LIGHTS TO A
PHOTOCELL WITH A SWITCH OVERRIDE LOCATED IN THE CHASE.
THE PHOTOCELL TO BE MOUNTED ON THE NORTH SIDE OF THE
RESTROOM.
CONTRACTOR TO MOUNT FIXTURES 7'-4" A.F.F.
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
City of La Porte
3600 Canada Road
! a 41M moll
LL P
RANDALL PORTERFIELD
;PA'R C HITE CTS.1 INC. A.I.A.
565 FM 270 NORTH
IXAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
MOW
SAMUEL-B.-aiLLER
dW
ONAL
06-15-08
Revisions
NO. DATE DESCRIPTION
JOB NO.
CAD NO.
DATE 6-15-08
SHEET NO.18
OF: 21
E 2,, 01
WEATHERHEAD
(LOCATED ON POWER POLE)
ELECTRICAL LOAD ANALYSIS
EQUIPMENT
CONNECTED LOAD
LIGHTING
7.14 K VA
RECEPTACLES -CONNECTED LOAD
2.6 6 K VA
PUMPS -CONNECTED LOAD
6.24 KVA
WATER HEATERS
10 KVA
TOTAL
26 KVA
NEW SERVICE BY CENTERPOINT
120/240V NEW TRANSFORMER
30, 4 WIRE rY-y-r% BY CENTERPOINT
200A
]NON -FUSED DISCONNECT
(LOCATED ON POWER POLE)
20ON
320 METER CAN
(LOCATED ON POWER POLE)
20ON
DISTR.
PNL
DP1
240V, 30
(LOCATED AT RESTROOM)
t'l'*N ONE LINE DIAGRAM
,*** �-o 1 NONE
NOTE: CLIENT REQUESTED A 200AMP SERVICE FOR FUTURE EXPANSION.
E AND CONDUIT SCHEDULE
COMMTORS
PARALLEL
TAG
PHASE
NEUTRAL
GROUND
CONDUrr
SErS
20ON
#250 kcmil
#250 kcmil
#2
2 1/2"
CONDUCTORS ARE SIZED FOR 75*C., TYPE THHW,THW,THWN,XHHW,RHW
REFERENCES:
NEC TABLE 310.16
NEC TABLE 5
GENERAL NOTES:
1. CABLE SHALL BE TYPE THHN-THWN 75*C COPPER, UNLESS NOTED OTHERWISE.
2. PROVIDE A SOLIDLY GROUNDED ELECTRICAL SYSTEM IN ACCORDANCE
WITH SPECIFICATIONS AND NEC ARTICLES 230.95, 240.13 AND 250.52(A)
(1 ) & (2).
3. REFER TO DRAWING E1.00 FOR LEGEND, SYMBOLS & GENERAL NOTES.
4. REFER TO DRAWING E2.01 FOR RESTROOM & PAVILION FLOOR PLAN.
5. REFER TO DRAWING MEP1.01 FOR SITE PLAN.
FIXTURE
SCHEDULE
KEY
MARK
MANUFACTURER / CATALOG NUMBER
DESCRIPTION
A
KENALL, LINEAR FLUORESCENT, CORNER
MOUNT SURFACE,
120V, 32W 3-T8 LAMP
FLUORESCENT, 4' FIXTURE
HASEC114-3-32-E8-2-120-2F-2H-9
OR APPROVED EQUAL.
Al
KENALL, LINEAR FLUORESCENT, CORNER
MOUNT SURFACE,
120V, 32W 3-T8 LAMP
FLUORESCENT, 4' FIXTURE W/ ONE -LAMP
HASEC114-3-32-E8-2-120-2F-2H-9-EL
OR APPROVED EQUAL.
INDOOR BATTERY PACK
B
KENALL, LINEAR FLUORESCENT, N548-C-232-EB-1-DV
120V, 32W 2-T8 LAMP
FLUORESCENT, 4' FIXTURE
OR APPROVEDEQUAL.
Bl
KENALL, LINEAR FLUORESCENT, N548-C-232-EB-1-DV-EL
120V, 32W 2-T8 LAMP
FLUORESCENT, 4' FIXTURE W/ ONE -LAMP
OR APPROVEDEQUAL.
INDOOR BATTERY PACK
C
CRITERION FLOODLIGHT, CFMX-40-M-0-A-1-DKBZ-K
240V, 40OW METAL HALIDE FLOOD LIGHT W/ 2-3/8"
OR APPROVED EQUAL.
TENON MOUNT
D
CRITERION FLOODLIGHT, CHMX-40-M-0-A-2-DKBZ-B
240V, 40OW METAL HALIDE
PARKING LOT LIGHT WITH PHOTOCELL
OR APPROVED EQUAL.
E
KW SQUARE POLE, SSP18-4.0-11-BRZ-DM10-BC
SQUARE NON -TAPERED
STEEL POLE, 18' TALL
OR APPROVEDEQUAL
PANEL: DP1 VOLTAGE 120/ 240 V. TY PE DISTRIBUTION
FED FROM: UTILITY 3 PH MOUNTING: SURFACE
LOCATION: 4 W PANEL COVER: FLUSH
200 AMP MAIN RATED 80% 60 HZ NEUTRAL BUS: YES
AMP MAIN LUGS GROUND BUS: YES
225 AMPBUS ISOLATED GND: NO
COPPER BUSING NOTE
42,000 SYM RMS AMPS COMBINED PANEL SHORT CIRCUIT RATING
DESCRIPTION
OCT
kVA
BREAKER
AMP/ P
PHASE
BREAKER
AMP/ P
CCT
kVA
DESCRIFFION
CKT
A B C
CKT
RESTRPVVCHASE LIGHTS
0.74
20 1
1
X
2
PAVILION LIGHTS
1.6U-
20 1
3
X
4
RECEPTACLES BUILDING
1.26
20 1
5
X
6
EDF- 1
0.3T_
20 1
7
X
8
RECEPTACLES PAVILION
0.36
20 1
9
X
10
EVVH-1
5,00
45 2
11
X
12
5.00
13
X
14
WFP-1
2.08
40 3
15
X
16
2.08
17
X
18
2.08
19
X
20
PARKING LOT LIGHTS
0.80
20 2
21
X
22
0,80
23
X
24
PARKING LOT LIGHTS
0.86--
20 2
25
X
26
0,80
27
X
28
PARKING LOT LIGHTS
0.80
20 2
29
X
30
0.80
31
X
32
RECEPTACLES CHASE
0.72
20 1
33
X
34
-
35
X
36
20/ 1
SPARE
37
X
38
20 1
SPARE
X
1 40
1 20 1
PARE
Y
I A -,)
I ;?n 1
1
I.qpA pp:
PANEL LOADING SUMMARY
LOADTYPE
A
B
C
TOTAL
INCANDESCB\FF
0.0
0.0
0.0
0.0 kVA
FLUORESCEFFF
2.3
3.2
1.6
7.1 kVA
RECEFFACLES
0.3
1.1
1.3
2.7 kVA
MOTORS
2.1
2.1
2.1
6.2 kVA
APPLIANCE
0.0
110
0,0
0,0 kVA
HEAT
5.0
0.0
5.0
10.0 kVA
COMPUTER
0.0
0.0
0.0
0.0 kVA
OTHER
0.0
0.0
0.0
0.0 kVA
TOTAL
9.7
1 6.4
9.9
1 26.0 kVA
PHASE BALANCE(%) A-B B-C 1��
65 64 1 98 1 93 1
MIN PANEI- A MPACITY 1 73 JAMPERES I
LOAD TYPE
DEJ%AA [,,J D LOAD SUMMARY
NEC
POWER DEMAND CALCULATED
FACT kVA FACTOR LOAD
INCA HDESCaTT
FLUORESCE[',IT
00
c� 3
100%
95%
D.0
7.1
125% =
125% =
0.0
8.9
kVA
kVA
REK' EPTACLES
FIRST 10 KV A
REl\AA 111DEP
c 0
95%
95%
2.7
0.0
100% =
50% =
2.7
0.0
kVA
kVA
MOTORS
LARGEST
REMA II',IDEP
0.0
5.0
@
80%
80%
0.0
6.2
125%
100%
0.0
6.2
kVA
kVA
APFLIANCES
c.0
80%
0.0
100%
0.0
kVA
HEAT
10.0
100%
10.0
125%
12.5
kVA
COMPUTER
c.0
75%
0.0
g
100%
0.0
kVA
OTHER
0.0
(p
95%
0.0
g
100%
0.0
kVA
TOTAL
24.3
kW
26.0
kVA
303
kVA
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
City of La Porte
3600 Canada Road
moll
LL 0 PI
!;RANDALL m PORTERFIELD
ARCHITECTS. INC. A.I.A.
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
41%,
4 �: OF 7,
law
SAMUELA. _MjL�ER
MUM'
0 89828 4Z- 00
00-
00-S T
S/ONAL
06-15-08
Revisions
NO. DATE DESCRIPTION
JOB NO.
CAD NO.
DATE 6-15-08
SHEET NO.19
OF: 21
E 3,, 01
SYMBOLS AND ABBREVIATIONS
SANITARY WASTE
EXISTING SANITARY WASTE
SANITARY VENT
EXISTING SANITARY VENT
DOMESTIC COLD WATER
DOMESTIC HOT WATER
EXISTING DOMESTIC COLD WATER
BALL VALVE
GLOBE VALVE
CHECK VALVE
__0 FLOOR CLEANOUT
WALL CLEANOUT
PLUMBING RISER IDENTIFICATION
PLUMBING FIXTURE AND CONNECTION SCHEDULE
SIZE OF CONNECTION
SYMBOL
DESCRIPTION
REMARKS
TRAP
SS
SV
CW
HW
WC-1
WATER CLOSET
4"
2"
1"
AMERICAN STANDARD MODEL 2268.2258.125, BACK SPUD WATER CLOSET, VITREOUS CHINA, WALL HUNG ELONGATED BOWL, LOW CONSUMPTION TOILET . PROVIDE SLOAN -ROYAL- 609
QUIET, CONCELLED, DIAPHRAGM TYPE, CHROME PLATED FLUSHOMETER WITH VANDAL RESISTANT STOP CAP. PROVIDE MIFAB MC-10 HORIZONTAL ADJUSTABLE WATER CLOSET CARRIER FOR
SIPHON JET OR APPROVED EQUAL. RE: ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS.
WC-2
WATER CLOSET
4"
20t
1"
SAME AS WC-1 EXCEPT INSTALL AT ADA HEIGHT. REFER ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS.
U-1
URINAL
2"
2"
3/4"
AMERICAN STANDARD No. 6506.011 "WASHBROOK" BACK SPUD, VITREOUS CHINA, WALL HUNG SIPHON JET URINAL. PROVIDE SLOAN "ROYAL" 613 — 3/4" CONCELLED, DIAPHRAGM TYPE,
CHROME PLATED URINAL FLUSHOMETER WITH VANDAL RESISTANT STOP CAP. PROVIDE MIFAB MC-31 FLOOR MOUNTED URINAL CARRIER, OR APPROVED EQUAL. RE: ARCHITECTURAL
DRAWINGS FOR MOUNTING HEIGHTS.
U-2
URINAL
2"
2"
3/4"
—
SAME AS U-1 EXCEPT INSTALL AT ADA HEIGHT. REFER ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS.
L-1
LAVATORY
1-1/2-
2-
2"
1/2"
1/2-
AMERICAN STANDARD MODEL 0419.444 "CADET" OVAL COUNTERTOP LAVATORY, VITREOUS CHINA, SELF —RIMMING, FAUCET HOLES 4" CENTER. PROVIDE SINGLE CONTROL LAVATORY
FAUCET 2385.403, GRID DRAIN, LESS POP—UP HOLE, VANDAL RESISTANT, 0.5 GPM SPRAY. PROVIDE JAY R. SMITH FIGURE No 2698 P—TRAP WITH CO AND McGUIRE PART No. 165LK
LAVATORY SUPPLY KIT.
L-2
LAVATORY
1-1/2-
2-
2"
1/2"
1/2"
SAME AS L-1 EXCEPT PROVIDE LAVATORY OFFSET McGUIRE PART No. 155WC AND PROWRAP KIT FOR ADA. REFER ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS.
TP-1
TRAP PRIMER
—
—
1/2"
—
JR SMITH FIG No.2698 PRIME—EZE WATER SAVER TRAP PRIMER.
TP-2
TRAP PRIMER
—
PROSET TRAP GUARD SYSTEM. INDIVIDUAL MODEL NUMBERS SCHEDULED W/ FLOOR DRAINS/SINKS.
HB-1
HOSE BIB
3/4"
—
CHICAGO FAUCET No. 387 WITH No. E27 SPOUT OUTLET VACUUM BREAKER, POLISHED CHROME PLATED.
FD-1
FLOOR DRAIN
3-
3-
291
1/201
—
PROVIDE MIFAB MODEL No. F1100-3 LACQUERED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, AND STANDARD SATIN FINISH NICKEL BRONZE STRAINER WITH VANDAL PROOF
STAINLESS STEEL ALLEN KEY SCREWS. PROVIDE DEEP SEAL P—TRAP OR WITH CONNECTION FOR TRAP PRIMER AS REQUIRED (SEE DRAWINGS).
EDF-1
DRINKING FOUNTAIN
1-1/2"
2"
2"
1/2"
—
MDF MOST DEPENDABLE MODEL 475 WM TWO STATION, SELF—CONTAINED, WALL HUNG, BARRIER —FREE, LEAD FREE, DRINKING FOUNTAIN. PROVIDE MDF 475 FLOOR MOUNTED CARRIER,
MCGUIRE PART No. 8912 P—TRAP AND PART No. 2165 LAV SUPPLY KIT. COLOR TO BE SELECTED BY ARCHITECT. INSTALL ACCORDING TO MANUFACTURE'S SPECIFICATIONS.
WATER HEATER SCHEDULE
MARK
SERVICE
QUANTITY
STOR. CAP.
RECOVERY
ENERGY
ELEMENT
WATER CONN.
MAKE AND MODEL
GAL
@ 34* RISE
REQUIREMENTS
WATTS
INCH
EWH-1
ELECTRIC
WATER HEATER
TOILETS
1
TANKLESS
2.0 GPM
240V/10/ 36 AMPS
10.0 KW
1/2"
Eemax MODEL EX100T
FACTORY SET FOR HOT WATER TEMPERATURE
NOT TO EXCEED 105 DEG. F.
EXTERIOR WALL
GATE VALVE FOR DRAINING
SYSTEM
WATER SERVICE
LINE BY CIVIL
CONTRACTOR
WALL HYRDRAN
FIN. PAVEMENT
5-0'"
2" COLD WATER MAIN TO
BUILDING, AS SPECIFIED
2" CW
DRAIN SERVICE SHUT—OFF VALVE
ADAPT COPPER PIPING
AT FINISH FLOOR
FILL SLEEVE WITH CAULKING
TO SEAL WATER TIGHT
PVC SLEEVE
NOTE: PROVIDE SPRING LOADED CHECK VALVE INSTALLED ONINLET AND OUTLET. REMOVE ALL AIR FROM PIPING
BEFORE TURNING SYSTEM ON.
SCHED. 40
PIPE SLEEVE
NON —HARDENING
SEALANT
NSULATED
:lIPE
ROUND
EATHER
TIGHT
COLD WATER ENTRY DETAIL 01 PIPE THRU WALL DETAIL 02
$am mm
J. R. SMITH FIG.
SAVER TRAP PR
FLOOR DRAIN WITH DI
SEAL FLOOR TRAP
PIPING UNDER SLAB
PROVIDE SLEEVE
1/2-PIPING IN WALL
NPRIME-EZEN TRAP PRIMER, TP-1 ()4
^I r- A k I ^I 1-r er-r- elnr-^Is
FINISHED FLOOR CLEANOUT (15
SUM
FINISHEE
ACCESS
SECURING
ANOUT
WALL CLEANOUT DETAIL 03
SCAM N=
CLAMP TO 4LB LEAD
SHEET, 24"x24" AND
WATER[
MEMBIR
i" TR A
PPORTAT
IS POINT
D
NOTE:
FOR DEEP SEAL P—TRAP TRAP PRIMING IS NOT REQUIRED.
FLOOR DRAIN WITH TRAP PRIMER CONNECTION 06
GENERAL NOTES:
1. ALL CONTRACT DOCUMENTS (SPECIFICATIONS AND DRAWINGS), I.E.,
ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND
ELECTRICAL ARE COMPLEMENTARY AND MUST BE USED IN COMBINATION TO
OBTAIN COMPLETE CONSTRUCTION INFORMATION.
2. ALL CONFLICTS, WHICH MAY PREVENT THE COMPLETION OF WORK AS
INTENDED, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. THE
CONTRACTOR SHALL NOT PROCEED WITH ANY RELATED WORK UNTIL ALL
CONFLICTS ARE RESOLVED AND THE CLARIFYING INFORMATION IS ISSUED TO
THE CONTRACTOR BY THE ARCHITECT.
3. IT IS THE INTENTION OF THESE DRAWINGS TO CALL FOR FINISHED WORK, I.E.,
FULLY ADJUSTED, TESTED, AND READY FOR OPERATION. WHEREVER THE WORD
"PROVIDE" IS USED, IT SHALL MEAN, "FURNISH AND INSTALL COMPLETE AND
READY FOR USE."
4. THE PLUMBING DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY
SHOW EVERY COMPONENT AND/OR ACCESSORY REQUIRED FOR A COMPLETE
INSTALLATION. THE CONTRACTOR SHALL INCLUDE SUCH ITEMS AS ARE
REQUIRED TO ENSURE THAT THE ENTIRE SYSTEM IS FUNCTIONING IN
COMPLIANCE WITH APPLICABLE CODES, ACCEPTED INDUSTRY STANDARDS, AND
MANUFACTURER'S INSTALLATION REQUIREMENTS/RECOMMENDATIONS UPON
COMPLETION OF THE WORK.
5. ALL CUTTING, DRILLING AND PATCHING OF WALLS, FLOORS, AND/OR
STRUCTURAL MEMBERS FOR THE INSTALLATION OF THE PLUMBING AND FIRE
PROTECTION SYSTEMS SHALL BE PROVIDED. STRUCTURAL COMPONENTS SHALL
NOT BE CUT, DRILLED OR MODIFIED IN A WAY WITHOUT THE STRUCTURAL
ENGINEER'S REVIEW AND PRIOR WRITTEN APPROVAL.
6. PROVIDE NFPA APPROVED FIRE STOPPING WHERE PIPES PENETRATE FIRE
RATED FLOORS AND WALLS.
PLUMBING NOTES:
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 2000 UNIFORM
PLUMBING CODE.
2. ALL SOIL AND WASTE PIPING SHALL BE INSTALLED AT A MINIMUM 1 /8"
PER FOOT GRADE UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
3. PIPING AND/OR EQUIPMENT SHALL NOT BE SUPPORTED FROM STRUCTURAL
MEMBERS WITHOUT PRIOR REVIEW AND APPROVAL FROM THE STRUCTURAL
ENGINEER.
4. CONTRACTOR IS PROHIBITED FROM USING LEAD —BASED SOLDER.
5. PROVIDE "TRAP GUARD' TRAP SEAL LOSS PROTECTION BY PROSET SYSTEMS
TO EACH FLOOR DRAIN/SINK AND HUB DRAIN WITHOUT A CONSTANT SOURCE
OF WATER SUPPLY TO MAINTAIN TRAP SEAL.
6. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL CONFORM TO ALL
APPLICABLE ENERGY CONSERVATION CODES.
7. ALL PIPING, VALVES, AND ACCESSORIES SERVING EQUIPMENT SHALL
CONFORM TO ALL APPLICABLE ENERGY CONSERVATION CODES.
8. ANCILLARY SYSTEMS NOT ASSOCIATED WITH EQUIPMENT SHALL NOT BE
INSTALLED SO AS TO INHIBIT SERVICING AND/OR REMOVAL OF SAID
EQUIPMENT.
9. STERILIZE DOMESTIC WATER PIPING SYSTEM IN ACCORDANCE WITH STATE
AND LOCAL CODES, AND BASE BUILDING SPECIFICATIONS.
PIPING MATERIALS:
1. SANITARY WASTE & VENT: — STANDARD WEIGHT CAST IRON NO —HUB PIPE &
FITTINGS WITH NO —HUB JOINTS ABOVE GRADE INSIDE BUILDING. BELOW
GRADE SCHEDULE 40 DWV PVC (PER ASTM D 2665/D 1785) IS PERMITTED.
2. STORM WATER: — STANDARD WEIGHT CAST IRON NO —HUB PIPE & FITTINGS
WITH NO —HUB JOINTS ABOVE GRADE INSIDE BUILDING. BELOW GRADE
SCHEDULE 40 DWV PVC (PER ASTM D 2665/1) 1785) IS PERMITTED. ALL
JOINTS ABOVE FLOOR SHALL BE RESTRAINED WITH PIPE STRAPS &
ALL —THREAD RODS AT EACH CHANGE IN DIRECTION. PROVIDE SWAY BRACE
RESTRAINTS SECURED TO STRUCTURE AT EACH CHANGE OF DIRECTION FOR
PIPING ABOVE FLOOR.
3. DOMESTIC WATER: — TYPE "L" COPPER TUBING WITH WROUGHT COPPER
FITTINGS AND 95/5 (TIN/ANTIMONY) SOLDER JOINTS.
NOTES:
(1) ALL LAVATORIES AND SINKS SHALL BE SUPPLIED WITH HOT AND COLD
WATER TO FAUCETS. PROVIDE CHROME PLATED BRASS SUPPLY STOPS WITH
LOOSE KEY AND WALL ESCUTCHEONS. PROVIDE CHROME PLATED FLEXIBLE
RISERS OF SIZE REQUIRED TO PROPERLY CONNECT FIXTURE. PROVIDE 17
GAUGE CHROME PLATED SEMI —CAST BRASS P—TRAP WITH CLEANOUT AND
EXTENSION TO WALL WITH ESCUTCHEON. REFER TO SPECIFICATION FOR
ACCEPTABLE MANUFACTURES AND PLUMBING FIXTURE FIXTURE ROUGH —IN
SCHEDULE FOR MINIMUM SIZES.
(2) PROVIDE TRUEBRO, INC. "HANDICAP- INSULATION OR PROWRAP KITS ON
ALL LAVATORIES AND SINKS REQUIRED TO BE HANDICAP ACCESSIBLE. ALL
FIXTURES SHALL COMPLY WITH THE STATE ACCESSIBILITY STANDARDS
REQUIREMENTS.
(3) ALL WORK SHALL BE IN ACCORDANCE WITH INTERNATIONAL PLUMBING
CODE 2003 EDITION.
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
City of La Porte
3600 Canada Road
m mop
AN LL m P1
RANDALL PORTERFIELD
!;Rl D A
ARCHITECTS, INC. A.I.A.
ARCH TECTS
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
OF
00" �A '0,
;SAMUEL B_ MILLER
.0-010
89828 z
g_c S T
low
/ONAL
06-15-08
Revisions
NO. DATE DESCRIPTION
JOB N 0.
CAD N 0.
DATE 6-15-08
SHEET NO.20
OF: 21
Pi "01
ROOF
CEILING
3"FD-1
FIRST FLOOR COTG W/Tp— i
4"
SEE CIVIL DRAWING
FOR CONTINUATION
/2"
EO
MUM
4"
NORTH /7**\ RESTROOV PLUVBNG FLOOR PLAN
K�-o 1 3/8"=V-O"
......,"-SPRING LOADED CHECK VALVE
EWH-1 TYPICAL IN & OUT FROM HEATER
GATE VALVE
2" 2" 1/2-1
----I " _T F ��_ T[----
1 1/2- 2" 2n 2" 2"
2"
T
2"
1/2-- 3/4- 3/4-1—
L-2
PROVIDE SHOCK ABSORBER
JAY R. SMITH FIG.5010
4
! L_ 4"VTR
2"
�_ — — — --IL -
F4" fll__��
2"
4"
U-2 U-2 WC-1 WC-2
__j L
r- 2"
4"
GENERAL PLUMBING NOTES
1. REFER TO SHEET P1.01 FOR "SYMBOL LEGEND",
ABBREVIATIONS AND ADDITIONAL "GENERAL NOTES".
2. ALL THE BASE BUILDING STANDARDS AND SPECIFICATION
WHICH ARE PART OF THE CONTRACT DOCUMENTS SHALL
APPLY TO ALL WORK INDICATED ON THESE DRAWINGS.
3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION
OF ALL WALLS AND CHASES, AND FIXTURE HEIGHTS.
4. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN
ON THE DRAWINGS.
5. PROVIDE MILCOR OR EQUAL ACCESS DOOR FOR ALL
VALVES, CONTROLS, WATER HAMMER ARRESTORS, OR
OTHER DEVICES REQUIRING ATTENTION. DOORS SHALL
MATCH WALL OR CEILING RATING. ARCHITECT MUST
APPROVE LOCATION AND APPEARANCE OF ALL DOORS.
6. CONTRACTOR SHALL FIELD VERIFY EXACT BUILDING
FINISHED FLOOR ELEVATION & THE INVERT ELEVATION OF
ALL DRAIN LINES AT PROPOSED CONNECTING POINTS PRIOR
TO INSTALLATION OF BUILDING.
KEYED PLUMBING NOTES:
2" COLD WATER IN CHASE AND CONNECT TO PLUMBING
FIXTURE,
PROVIDE ROUGH —IN FOR WATER CLOSET: 4" WASTE, 2"
VENT AND 1/2- COLD WATER.
PROVIDE ROUGH —IN FOR LAVATORY: 2" WASTE, 1 1/2"
VENT, 1/2- COLD AND HOT WATER.
PROVIDE ROUGH —IN FOR URINAL: 2" WASTE, 2" VENT AND
3/4" COLD WATER.
PROVIDE 3/4- HPSE BIBB WITH VACUUM BREAKER IN
ACCESSIBLE SPACE OR ACCESS PANEL AS REQUIRED.
2- COLD WATER DOWN, PROVIDE SHUT OFF VALVE.
DPRO\ilDE ELECTRIC WATER HEATER. REFER TO SCHEDULE
ON P1.01. LOCATE HEATER 6'-0" ABOVE FINISHED FLOOR.
INSTALL SPRING LOADED CHECK VALVE ON ELECTRIC
HEATER INLET AND OUTLET IMPORTENT IS TO REMOVE ALL
AIR FROM PIPING BEFORE TURNING SYSTEM ON.
EXTEND PIPING 5'—On BEYOND BUILDING OUTSIDE WALL.
REFER CIVIL DRAWINGS FOR CONTINUATION.
_ _ _ _ _ _ _ _ _ _ _ _[ 2" — — — — — — —1
2n
—2" F___7 -4- - - - I
1 1/2- J 1 1/2- J 1 1/2- _T
1/2" - 1/2"— — � 1 1/2n
EDF-1_jj_ I[J— L�2 I
WCO
3"FD-1 WCO
W/TP-2
3" \-PROVIDE SHOCK ABSORBER
X JAY R. SMITH FIG.5020
t'2"'\ PLUMBNG RISER DIAGRAM
KLO-Y N.T.S.
2n 2n 2"
_4� T F _4� T 4�
2n—T 2n 2" f
i _", I I ii I
WC-1 JL_ I I WC-1
W/TP—i U L3"
F 4"
4"
n.
1" 1
WC-1
4"
T,
2"
4"
2"
n. 2"
WC-2
ROOF
CEILING
FIRST FLOOR
PROPOSED NEW PARK FACILITY FOR
WEST SIDE PARK
City of La Porte
3600 Canada Road
m mop
LL 0 P1
!;RANDALL m PORTERFIELD
ARCHITECTS, INC. A.I.A.
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
OF
;SAMUEL B M I LLER �O
89828 40
S T
lj'S'/ONAL'E� 4*
06-15-08
Revisions
NO. DATE DESCRIPTION
JOB NO.
CAD NO.
DATE 6-15-08
SHEET NO.21
OF: 21
P2�01
SIGN .22.8 IZ2;9 .22.4
I M! I I I I I I I I I Ri I w I miNiNNNNN I miNiNNNNN I miNiNNNNN I miNiNNNNN I miNiNNNNN I I
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2 2. .22.7 iliSIGN
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j .23.0 N 03 2 22" W 9
- - - - - - - - - - - - - - -
1,5- -PECAN 12" PECAN(TA
R(� )l 0.
10 10' ECAN
A -P CAN Jo-9.9ing l$ NHoknq roils 18. 40'- 4'
40' 4'0 1 4" CAN tECAN 30" P AN 2 ECAN AN OAK IMOATION 30" K tCAN
am" -----------------
I OATION
PECAN
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Ficnic Area '(T
t Parking "A": 41
Moo Fork 18 PE 30" CAN PECAN PEC
CAN P�,CAN
Lt ": RE: FAVINO BHEE7 .2 Parking 13 41
Ficnic. Arco (A6r=5 4 5 Parking 55
.2 .2
f0icnic. Are Parking I'D": 52
22.8 PE VPECAN ECAN \__20s1PECAN 2 PE N
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18
Parking T": 50
1, 1 J. Ficnic, Arco F
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5 U 5 �p4es 0 a as 9 lu 0 Da 03 -/Note: (T9piaoil) Parking 'IF": 54
Norm up .23.3 0
LU
Arii oE .23.0 Parking "0": 54
5 \N� rm up Areas
10
Parking IV: 41 30" CAN
.23.4 __�;2 13 LIM 10
LO .23.2 (A6r:5 11 - 1:2) Parking Total: 540
C:
01 0
5 Spaces 0 10' 5 Spaces 0 10' 5 1 pa4 as 0 0' 5 Sp4eso
0
* 10 H/0 Spacc!5
Include
5 Spaces 0 10' 5 Spaces 0 10" 5 1 pa4 as 0 0' 5 Spa 0 os CL Co
PECAN
(0* to C.A
00 0 PECAN CIL.
1111 .23.2 P ROU
.23 Forkine "C": 55 "0 r=s 4, 5, (0)
E
A2 5 pa as 0 1 0i 5 pa as 0 1(' 5 pa as oi
40
a LIM
Cl.
PAVILION
(A e? r= s -,5) -0
0 Jogging Trail
BAH LINE 121-
40
C__
> .23.2 - otal Length 4,1,50 Ft.
5persicil Eyonts
0
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0
Areci One (in PECAN
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23.1
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15U r-NLtL_INr_ C 512ocial Events LIM 0 Note:
<>
---LLLLL
L() - ------ rExisting
O'EASE LIN LIM Area Tpqo C1 __7 - ------------ -------------- -- - -- -----------
pa qs�* 10, --------------------- Detention Arcoi
10 j 5 pa es�* 100 �Sp4es�o 101� .�5
X Ditch
Parkine 'IF": 54
FINI DRAIN P
----------- ------- --------- -- ---- ----
Ln
E Spaces 0 5 P4 4 44es w PF, P4 5 pa�qt 0' 5 �p4es 0 10$ 5 5 pa 4 �Pa4s �O �O$ 2
# es 1 n(y as�* �losn as w/4n n R* I*' 1o$ n �es�* �losn WL
18" PECAN 18" PE 60, 61, Hrm 2" C 0 Note:
18" fill PRLEW-+4 rwffw�H DRAIN LEI Horm up Areas
rL(.;A
16"
8" PE re *ECAN
10'BASE LINE
Ljj 0 ..22 6 PECAN 10" PECAN -- - -------------- 250'FOUL LINE
0 2' FE�C_A'o 10" PECAN
10 11 N 12
- 3] EC N --------------------- �_7
---- -- ----- 0 0
\rd Note: --------- -- ---- -0
Ficnic, Arco PECAN 501
Norm up Arecis 24" E 10'15cisr, Line
0 515'Foul Line
co 3 > (A e7r:s i i - 1:2)
00 .22.9
0 .23.0
21.4 12" P 215'Foul Line,
1 .9 /j\ -23.1
Detention Arco 10" PE AN
KAN s,,'!,x oi .2
0 Lf
54'
PECAN IL
#
.22.7 ----------------------------------
... C_7r=5 15-11VI) I -oil
0 0 - --------- 22.4
- ------------------- -------------------
miNiNNNNN I mi PON 111
115'Foul Line 115' Foul Line,
44' 44' 0
#
46
46'
AISSE5 0-14)
0
F 6 5HEE7 A -
Note:
L -
\10 all
lillilillorm u Areas
C6
ZS�22.9
.2
1 22.8
22.8
.2
7
2.8
# #
(A6r=5 41-10) �Al6r:5 01-10)
Detention Arco Detention Area Pond Loke
------------
�1 E:L e
�ASvr:S I I
-ey .22.6
(A
Jo gin ol log .22.9 23.0
I vctcntiqr� Area r
Detention Arco QI`
A-
S 03*06'54" E 74 .23.1 .22 9
-------------------
1590.89'
Cro )&
671EENMAL NOTr=:
01 SITE PLAN
SCALE: 1 " = 60'-0"
BA5EBALL FIELP AMENITIE5,
BATTINC, CAOF-5, TRAIL5, FA\/ILION,
MAINTENANCE BUILDINO,
FLAYOROUND AND k4ALK5 NOT
ADJACENT TO FARKIN6 AREA5
AP�E 5HOk4N rOP, P�Err=P�ENOE ONLi'
AND AP�E NOT IN THE CONTRACT.
COMPASS NORTH
BUILDING NORTH
a
PROPOSED NEW PaK FACIUTY FOR
WEST SIDE PARK
La Porte, Texas
3600 Canada Road, 77571
None
RANDALEN PORTERFIELD
ARCHITECTS, INC. A.I.A.
C ,
U-i
83 3'
565 FM 270 NORTH
LEAGUE CITY, TEXAS 77573
281.332.6680 281.316.6920 fax
Revisions
NO. DATE DESCRIPTION
4/16/09
REVISIONS OUTFIELD, LIGHTS,
CIVIL
A2
2/26/09
PROPERTY LINE REV.
Al
1/30/09
REVISIONS FOR ADDENDUM #1
JOB NO. 05090-011
CAD NO.
DATE 01/50/01
SHEET NO.
25
0 F:
2q
ANN- I