36C25718R0346-003.pdf
PDF 18 MB Posted
- Attached to
- Design-Build Visitor Parking Garage (674-280)
- Solicitation number
- 36C25718R0346
About this file
This pre-solicitation notice describes a negotiated firm-fixed-price two-phase design-build construction contract to construct a parking garage at the Temple VA Medical Center in Temple, Texas. The Central Texas Veterans Health Care System will issue a request for proposal on April 10, 2018, with proposals due June 29, 2018. The contractor will design and build a parking garage to replace the current south parking lot. The contractor is responsible for site work, demolition, and new construction. The project must be completed within 365 calendar days of the notice to proceed. This requirement is set aside 100% for Service Disabled Veteran Owned Small Businesses. The estimated cost range for construction is $5,000,000 to $10,000,000.
36C25718R0346 Parking Garage Temple TX Attachment.pdf
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Department of Veteran Affairs Central Texas Veterans Health Care System
Project 674-280
Submitted by 23 Nov 2016
Construct Visitors’ Parking Garage Olin E. Teague VAMC
Temple, TX
CLIENT
LOGO
Construct Visitors’ Parking Garage, Olin Teague Veterans Affairs Medical Center, Temple, TX Project 674-280
Table of Contents Page
Traffic Study 3
Request for Proposal and Statement of Work 7
Atch 1: Site Layout 13
Atch 2: Campus Utility Plan 15
Atch 3: Traffic flow 32
Atch 4: Conceptual Structural Design 34
Atch 5: Geotechnical Report 41
Atch 6: Conceptual Rendering 81
Traffic Study
Executive Summary
A traffic study was required to determine the existing campus pedestrian and vehicular traffic patterns, to provide a location for a 380-400 space parking garage to support visitors’ parking for the Central Texas Veterans Health Care System.
A manual collection of traffic data was conducted on Tuesday, 3 May and Wednesday 4 May, 2016 by HFS employees. The observations and data collection were conducted during mid-week and for a full duty day cycle to best represent “steady-state” visitor traffic, both pedestrian and vehicular. Besides traffic counts, the entrances to the campus, configuration of the roads (i.e. road layout) and wayfinding (including signage and pavement markings) were assessed. Vehicle and pedestrian counts were compiled for a full 8-hour shift with the purpose of understanding parking capacity, visitors’ traffic habits and traffic issues.
General observations included:
-Wrong way drivers or “near misses” occurred approximately every 1.5 hours and often could be attributed to confusing wayfinding or awkward road layout. The low speeds and careful drivers helped avoid potential catastrophes.
-No near misses involving pedestrians and vehicles were observed
-From interviews, a majority of the visitors using the visitors’ parking lot visited frequently and were very familiar with the traffic flow through the campus
Recommendations included:
-Improvements to wayfinding (signage and pavement marking)
-Most cost effective parking garage dimensions to maximize parking garage spaces and remaining surface parking spaces; an optimum layout produced 436 parking spaces including at least 22 handicap parking spaces
-An opinion of the cost confirmed that the parking garage could be constructed within the budget
-Parking garage siting which should help solve traffic flow issues through the campus.
The optimum structural solution for the parking garage was presented as approximately 185 feet by 314 feet which would provide 437 parking spaces including 22 handicap parking spaces. Based upon current bids the parking garage could be constructed within the maximum construction budget.
I. The Traffic Study
Introduction
This traffic study was performed as a project requirement for Project 674-280, “Construct Visitor Parking Garage” at Central Texas Veterans Health Care System, Temple, TX under VA AE contract VA257-15-D- 0066. The existing visitors’ surface parking lot has approximately 374 regular parking spaces (237 spaces in the north lot and 137 in the south lot) and 32 handicap parking spaces located in the south lot. A small parking lot, adjacent to Building 204, is used for valet parking during duty hours and for visitor parking after duty hours. The valet parking has 20 regular parking spaces and 14 handicap parking spaces.
A separate Power Point briefing for use by the VA project manager is included at attachment 1.
Purpose of the Traffic Study
The purpose of this traffic study was to determine the existing pedestrian and vehicular campus traffic patterns and their relationship to visitors’ parking, traffic issues that need to be addressed within the proposed site of the parking garage, and to provide a location for a 380-400 space parking garage to support visitors’ parking to the Central Texas Veterans Health Care System.
The focus of the traffic study was on the traffic flow that affects potential parking garage sites. Optimum parking garage sites are necessarily located near the entrance to Teague Hospital, Building 204 located near the center of the Central Texas VA Health Care System campus. The primary area of study emphasis is bounded in the map below with the potential foot print of the parking garage outlined in blue:
Both parking garage sites would require reconfiguration of the curved roads to help simplify traffic flow.
II. Proposed siting of the visitors’ parking garage and configuration Introduction The proposed parking garage provides the opportunity to remove some of the traffic routing issues present in the surface parking. Although the parking garage will necessarily be sited near the entrance to Building 204 some separation to allow firefighting operations is necessary. A major consideration for the parking garage will also be accessibility, ease of wayfinding and segregation of pedestrian and vehicle traffic to the maximum extent possible.
Siting Considerations: From the traffic study observations, several parking garage siting considerations were taken into account:
The parking garage should be as close to building 204 as firefighting operations allow to minimize the travel distance for pedestrians Entry and exit to visitors’ parking should be simple and intuitive A return lane is required for valet parking that is short and efficient; valet parking patrons are often not able to withstand prolonged waiting for the return of their vehicle The parking garage could resolve the traffic issues associated with curved roads 3A, 3B and valet parking The footprint of the parking garage should fit within the existing parking lot as closely as possible while leaving as much space in the north lot for additional visitors’ parking as possible The ratio of length to width should be a close to 1:1 as possible to shorten walking distances and to fit on the site.
Parking garage design/RFP considerations:
Several design parameters drive the dimensions of the parking garage:
A minimum of 8’-6” floor to “ceiling” clearance.
Considering structural depths, the distance from finished floor to finished floor would be approximately 12’-0.”
The maximum slope on the ramp sections would be six (6) degrees The minimum ramp horizontal length to accommodate the 12’-0” floor to floor distance considering a 6 degree slope, would be 200 feet Two way traffic through the parking garage is important to accommodating the typically longer
SUV or pickup trucks used by the majority of the visitors and to give ample turning radii Structural clear spans of approximately 62’ would accommodate straight-in parking and two way traffic Maximize the number of level parking spaces A typical bay dimension of approximately 36’x 62’ would optimize parking spaces and pre-cast concrete structural standard dimensions
Considering the planning parameters, the minimum length would be approximately 314’ and the minimum width would be approximately 185’. For a three floor parking garage, these dimensions would provide approximately 436 parking spaces including a minimum of 22 handicap parking spaces.
Request for Proposal and Statement of Work
STATEMENT OF WORK FOR PROPOSAL TO DESIGN BUILD
VISITORS’ PARKING GARAGE, OLIN TEAGUE VA MEDICAL CENTER, TEMPLE,
TX
PROJECT 674-280
Provide all labor, materials, tools and equipment, and design-build services necessary to design and construct a parking garage structure and other specific tasks as further defined by this statement of work (SOW).
Design and Build Visitors’ Parking Garage
Contractor is to design and build a parking garage in the location of the current Parking
Lot F, south parking at the Olin E. Teague Veterans Medical Center, Temple, Texas. The proposed location is north of the VA Hospital, Building 204. Design criteria shall comply with VA specifications and all applicable city, county, state, and federal regulations and codes and OSHA standards. See VA web-site: http://www.cfm.va.gov/TIL/spec.asp for VA Specifications. The bullet points listed below outline the design and construction requirements:
• Proposed site layout is located at Attachment (Atch)1.
• Construction areas shall be adequately barricaded or fenced. The contractor shall provide, construct, and maintain barricades and signs in accordance with the Texas
Manual of Uniform Traffic Control Devices.
• Contractor staging area and demolition activities shall take place with minimal disruption of traffic adjacent to Lot F. Limits of construction shall be coordinated with the COR.
• Regular working hours shall be from 7am-5:30pm Monday-Friday. The Contractor shall submit a work request and shall obtain written approval by COR 24 hours in advance, prior to commencing working on Saturdays, Sundays, or Holidays. If a shutdown is imminent, the Contractor shall provide the COR 14 days’ advanced notice.
http://www.cfm.va.gov/TIL/spec.asp
• Parking structure will be designed to fit within the existing parking lot. The structure, demolition, construction or staging area will not impact the environmentally protected area outside the footprint of the existing parking lot.
• Existing streets shall be reconfigured and modified to ensure safe routing of traffic.
This shall include the replacement and/or the installation of a minimum of six new traffic signs. The contractor shall coordinate with the COR for the location, verbiage, and signs which are to be replaced. The contractor shall provide accessible sidewalks around the parking structure. Demolished concrete and removed earth shall be recycled. Reports of weight and deposition of all waste are to accompany the monthly progress payment requests.
• Contractor shall reconfigure the storm drainage system, site contours and traffic systems as required to build the garage. Demolition and construction shall meet air and storm water requirements.
• Contractor shall be responsible for relocating all utilities so they will not be under the final structure. All work shall be in accordance with VA specifications. All costs for a complete and usable 3-story parking garage shall be included in the base bid.
Utility locations shall be verified before the start of work and utility relocations shall be coordinated with the respective utility companies and the Olin Teague VA Medical
Center Engineering department prior to any demolition work being performed.
Notify utility companies at least 48 hours prior to work. All utility relocations are to be done without disruption of service and shall be coordinated with the COR. A copy of the Olin Teague VAMC Campus Master Utility Plan is included at Atch 2.
• All site excavation shall be considered unclassified excavation.
• Structure shall have a minimum of 364 spaces including 32 accessible parking spaces.
For one-way traffic parking layouts, minimum parking stall dimensions for 45 degree parking spaces shall be 9 feet wide x 20 feet deep and minimum aisle width shall be sixteen (16) feet. Traffic on the sloped ramps shall not exceed six (6) percent slope, be two-way and 90 degree parking spaces shall be a minimum of 9 feet wide and 18 feet deep and aisle width a minimum of twenty seven (27) feet. Desired parking configuration is a mix of 45 degree and 90 degree spaces and desired traffic flow is as shown on drawings; however, the final parking arrangement and number of parking spaces will be as approved by the COR. Provide bumper blocks (wheel stops) for each parking space. Suggested traffic flow and parking layout through the Visitors’
Parking Garage is at Atch 3.
• A minimum of 8’-3” clearance from floor deck to the lowest point of the ceiling or any protrusion shall be maintained throughout the parking garage.
• The base bid is for a three-story parking garage. Structure shall be designed such that the capacity can be increased by adding up to two (2) future levels (for a total of five
(5) levels). Structure shall be designed such that future construction will have a minimal impact on the use of the existing structure. Structural double tees shall be pre-topped. Conceptual structural design is at Atch 4, Geotechnical Report is at Atch
5 and conceptual rendering is at Atch 6.
• The number of ADA accessible parking spaces shall be thirty two (32).
• Structure shall be constructed from energy saving building materials and, IAW http://www.cfm.va.gov/til/sustain.asp and http://www.cfm.va.gov/til/sustain/sustain.pdf.
• Exterior and interior lighting shall meet ASHRAE 90.1-2013, however, interior parking area lighting levels for all floors shall be designed to provide a minimum of
10 footcandles of illumination. At the interior side of entrance and exits, minimum illumination level shall be 50 footcandles during the daytime and 10 footcandles at night. Daylight sensors shall be installed to control overall illumination; however, occupancy sensors will not be required.
• Provide one 30 Amp Ground Fault Circuit Interrupter (GFCI) duplex receptacle/circuit per aisle of parking. Locate the receptacle midway along one side of the traffic aisle and provide a lockable cover for the receptacles
• Structure shall have four (4) stair towers and one bank of two (2) elevators. Elevators shall include phone, lighting, mechanical ventilation and camera in the cab. Elevator cabs shall be of a size and capacity to accommodate a gurney. Elevator cab interiors, doors, frames and hardware shall be of brushed/satin stainless steel finish. Project shall optimize the placement of the elevators and stair towers, the safety and length of pedestrian travel and the entry/exit for vehicles. Stairs shall have a minimum rise to a maximum run (within Code) to accommodate mobility disabilities.
• Provide space and attachment provisions for one Evacusled Evacuation Chair and one
Evacusled per floor above ground level. (Evacusled Evacuation Chair and Evacusled http://www.cfm.va.gov/til/sustain.asp http://www.cfm.va.gov/til/sustain/sustain.pdf will be provided by the Government.) Locate the Evacusled Evacuation Chair and
Evacusled at the stairwell nearest the entrance to the hospital.
• Completed structure shall include signage, entrance height indicators, plumbing/drainage, floor-mounted tire stops (bumpers), LED interior and exterior lighting, fire alarm compatible with and tied into the Olin Teague Medical Center fire alarm system, dry pipe sprinkler fire protection, four (4) Phone Wall mount station IP based per floor (located at the stairwells), CCTV to include all infrastructure and equipment; Six (6) Pan Tilt-Zoom cameras per floor; (4)Fixed cameras per floor and two (2) fixed cameras per ramp, four (4) IP-based DVR’s; 48 pair fiber distribution panel, and lightning protection. Some campus-wide security and notification systems are in development; consult the COR for specific system information and requirements.
• For bomb resistance and other security design requirements please refer to: http://www.cfm.va.gov/til/criteria.asp and http://www.cfm.va.gov/cfm/til/PhysicalSecurity/dmphyseclsp.pdf
• Design will be precast or concrete to complement Hospital existing architectural features.
• Fire protection requirement must meet NFPA 88A. Class I standpipe system in accordance with NFPA 14 will be acceptable.
• All fire, security, CCTV notification equipment, etc, must tie into existing or planned systems. Tie-in locations and manufacturer’s information will be coordinated with the COR.
• Utility drawing provided with this solicitation are for reference only and locations, capacity and other design information must be confirmed prior to construction.
• Design will include an electrical closet and IT closet; tie-in locations and system specific will be coordinated with the COR.
• Design will include landscaping and irrigation system around the parking garage.
Provide drought-resistant, native landscaping, complete with irrigation. Any trees that must be removed and cannot be relocated will be replace one-for-one with three
(3) inch caliper specimens of the same species.
http://www.cfm.va.gov/til/criteria.asp http://www.cfm.va.gov/cfm/til/PhysicalSecurity/dmphyseclsp.pdf
• Wire mesh will be installed between floors above the ground level. The mesh shall extend six (6) feet above the parapet wall on the top floor or to closure with the tensile fabric sunshade, whichever is higher.
• Provide coiling vehicle and personnel doors capable of being locked manually, at all entrances/exits.
• Design and build a tensile fabric structure to provide sun shading to the top floor of the parking garage. Minimum illumination levels and fire protection requirements apply.
• Design and build a covered walkway system from the pedestrian entrance to the parking garage to the Hospital entrance. The design of the walkway system shall be architecturally compatible with the Hospital (Building 204) and the parking garage, be accessible and shall maintain a minimum illumination level of 10 footcandles.
• Additive alternate #1: Design and build a complete and usable fourth floor to include vehicle ramps, stairwells, elevator access, all necessary IT and electrical/lighting infrastructure, and equipment that would have been provided for the top floor in the base contract (CCTV’s, Call Boxes, fire strobes, lighting, etc).
The Visitors’ Parking Garage shall be architecturally compatible with the nearby Teague Hospital, Building 204. The following list contains colors, material and equipment or their equals that are desired for the Parking Garage:
Field Brick: Equal to 500 Harvard Modular by Kansas Brick & Tile Co.
Brick Mortar AHI Supply – Spectrum – Texas Gold – Type N Precast Indiana Limestone VCT-B – Mannington – Cool Beige (317) Paint PPG Architectural Finishes – Colonial White (414-1) TPO Roof Firestone – UltraPly TPO – White (60 Mil) Storefront System Kawneer – Clear Anodized Storefront Perimeter Caulk BASF – Sonolastic NP-1 – Anodized Aluminum Traffic Coating Tremco – Vulken – Limestone Interior Elevator Finishes Metal Finish – Satin Stainless Steel Perimeter Mesh Screening Stephens Pipe & Steel – SPSV MiniMesh - Black Signage Level 1 – Fire Red Color #T15 – Pantone #187 Level 2 – Sapphire Blue Color #T11 – Pantone #280 Level 3 – Deep Green Color #T12 – Pantone #3302 Architectural hardware: brushed/satin stainless steel Door lock cores: “Best” brand 8-pin cores
Attachment 1:
Site Layout
Attachment 2:
Olin Teague VAMC Campus Master Utility Plan
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=6
.6
" P
LA
ST
IC
(N
E) O
U T=
5.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.9
8"
P
LA
ST
IC
(S E)
IN
=6
.5
" P
LA
ST
IC
(N W
) I N
=6
.6
" P
LA
ST
IC
(N
E) O
U T=
5.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.5
" C
LA
Y (E
) O U
T=
6.
" C
LA
Y
(W ) I
N =6
.7
U
N K
S
IZ
E
T Y
PE
(S
) I N
=6
.6
W A
ST
EW
A
TE
R M
A N
H O
LE
C
O U
LD
N
O T
O
PE
N R
U
ST
ED
S
H U
T
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.2
8"
C
LA
Y (W
) I N
=6
.7
8" C
LA
Y
(N ) O
U T=
0.
8"
C
LA
Y (E
) O U
T=
0.
W A
ST
EW
A
TE
R M
A N
H O
LE
C
O U
LD
N
O T
O
PE
N R
U
ST
ED
S
H U
T
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.4
8"
C
LA
Y (W
) I N
=6
.6
8" C
LA
Y
(S ) I
N =6
.6
8"
C
LA
Y (E
) O U
T=
9.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.6
8"
C
LA
Y (N
) I N
=6
.2
8" C
LA
Y
(E ) O
U T=
0.
W
A
ST
EW
A
TE
R
M A
N H
O
LE
C O
U
LD
N O
T O
PE
N
B O
LT
ED
S H
U T
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.0
8"
C
LA
Y (W
) I N
=6
.7
8" C
LA
Y
(N ) O
U T=
8.
U
N K
S
IZ
E
T Y
PE
C
A
PP
ED
(S
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.5
6"
P
LA
ST
IC
(E ) I
N =6
.0
8"
C
LA
Y (N
) O U
T=
0.
8" C
LA
Y
(W ) I
N =6
.9
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.1
8"
C
LA
Y (E
) I N
=6
.9
8" C
LA
Y
(N ) I
N =6
.9
8"
C
LA
Y (W
) I N
=6
.1
8" C
LA
Y
(S W
) O U
T=
2.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.8
8"
C O
N C
R
ET
E (N
) O U
T=
0.
8" C
O N
C R
ET
E
(S E)
IN
=6
.6
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.8
8"
C
LA
Y (E
) O U
T=
2.
6" C
LA
Y
(S W
) I N
=6
.4
6" C
LA
Y
(S ) I
N =6
.4
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.6
6"
C
LA
Y (N
) I N
=6
.1
8" C
LA
Y
(W ) I
N =6
.9
6"
C
LA
Y (S
) I N
=6
8" C
LA
Y
(E ) O
U T=
1.
.2
0)
W A
ST
EW
A
TE
R M
A N
H O
LE
N
O
IN
FO
R
M A
TI
O
N A
V A
IL
A
B
LE
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.2
8"
C
LA
Y (E
) O U
T=
8.
8" C
LA
Y
(W ) I
N =6
.7
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.6
8"
C
LA
Y (E
) I N
=6
.4
8" P
LA
ST
IC
(S
) O U
T=
8.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.9
8"
P
LA
ST
IC
(N ) I
N =6
.4
8"
P
LA
ST
IC
(E ) O
U T=
7.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.4
8"
P
LA
ST
IC
(E ) O
U T=
6.
8"
P
LA
ST
IC
(W ) I
N =6
.8
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.8
8"
C
LA
Y (N
) O U
T=
7.
8" P
LA
ST
IC
(S ) I
N =6
.5
D
R O
P
IN
V . 8
" C
LA
Y (W
) I N
=6
.9
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.2
" P
LA
ST
IC
(N ) O
U T=
0.
" P
LA
ST
IC
(E ) I
N =6
.1
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.4
8"
P
LA
ST
IC
(N ) I
N =6
.5
" P
LA
ST
IC
(E ) O
U T=
3.
" P
LA
ST
IC
(W ) I
N =6
.2
D
R O
P
IN
V . 4
" P
LA
ST
IC
(S ) I
N =6
.4
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.7
" P
LA
ST
IC
(W ) I
N =6
.7
" P
LA
ST
IC
(S ) O
U T=
2.
6"
P
LA
ST
IC
(N E)
IN
=6
.0
D
R O
P
IN
V . 6
" P
LA
ST
IC
(N E)
IN
=6
.8
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.4
" P
LA
ST
IC
(W ) I
N =6
.9
" P
LA
ST
IC
(E ) O
U T=
3.
8"
P
LA
ST
IC
(S ) I
N =6
.1
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.6
" P
LA
ST
IC
(S W
) I N
=6
.9
" P
LA
ST
IC
(E
) O U
T=
4.
8" P
LA
ST
IC
(N
) I N
-6
.3
W A
ST
EW
A
TE
R M
A N
H O
LE
U
N A
B
LE
T O
O
PE
N R
U
ST
ED
S
H U
T
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.9
8"
C
LA
Y (S
) I N
=6
.0
8" C
LA
Y
(W ) I
N =6
.0
8"
C
LA
Y (N
) I N
=6
.9
8" C
LA
Y
(E ) O
U T=
5.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.7
" P
LA
ST
IC
(W ) I
N =6
.3
" P
LA
ST
IC
(S ) I
N =6
.2
" P
LA
ST
IC
(E ) O
U T=
7.
SS
W A
ST
EW
A
TE
R M
A N
H O
LE
U
N A
B
LE
T O
O
PE
N
W A
ST
EW
A
TE
R M
A N
H O
LE
U
N A
B
LE
T O
O
PE
N
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.4
" P
LA
ST
IC
(N ) I
N =6
.0
" P
LA
ST
IC
(E ) I
N =6
.9
4"
P
LA
ST
IC
(S ) I
N =6
.3
4"
P
LA
ST
IC
(W ) I
N =6
.8
D
R O
P
IN
V . 4
" P
LA
ST
IC
(W ) I
N =6
.6
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.9
8"
P
LA
ST
IC
(E ) O
U T=
4.
8"
P
LA
ST
IC
(W ) I
N =6
.7
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.1
8"
C
LA
Y (S
) O U
T=
5.
6" S
TE
EL
(E ) I
N =6
.7
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.0
8"
C
LA
Y (N
) I N
=6
.3
D R
O P
IN
V
. 8 " C
LA
Y
(E ) I
N =6
.6
8"
C
LA
Y (S
) O U
T=
4.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.6
8"
C
LA
Y (E
) O U
T=
6.
8" C
LA
Y
W / 4
" P
LA
ST
IC
IN
SI
D E
(N ) B
LO
C
K
ED
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.1
8"
C
LA
Y (S
E) O
U T=
5.
8"
C
LA
Y (W
) I N
=6
.9
8" C
LA
Y
(N ) I
N =6
.0
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.5
8"
C
LA
Y (E
) O U
T=
5.
8" C
LA
Y
(N W
) I N
=6
.7
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.6
" C O
N C
R
ET
E (S
E) O
U T=
4.
8"
C
LA
Y (W
) I N
=6
.4
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.5
" P
LA
ST
IC
(S W
) I N
=6
.5
" P
LA
ST
IC
(N
E) O
U T=
4.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.2
" P
LA
ST
IC
(E ) O
U T=
9.
" P
LA
ST
IC
(N W
) I N
=6
.8
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.6
" C
LA
Y (N
E) O
U T=
4.
" P
LA
ST
IC
(W ) I
N =6
.3
" C
LA
Y (S
) I N
=6
.6
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.8
8"
C
LA
Y (E
) O U
T=
8.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.6
8"
C
LA
Y (E
) O U
T=
6.
8" C
LA
Y
(W ) I
N =6
.8
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.3
8"
C
LA
Y (W
) I N
=6
.3
8" C
LA
Y
(E ) O
U T=
4.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.9
" C
LA
Y (S
) I N
=6
.4
" C
LA
Y
(N ) O
U T=
5.
8"
C
LA
Y (W
) I N
=6
.5
D R
O P
IN
V
. 8 " C
LA
Y
(W ) I
N =6
.5
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.0
4"
P
LA
ST
IC
(E ) I
N =6
.9
8"
P
LA
ST
IC
(W ) O
U T=
6.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.1
6"
P
LA
ST
IC
(W ) I
N =6
.4
6"
P
LA
ST
IC
(E ) O
U T=
5.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.1
" P
LA
ST
IC
(S ) I
N =6
.4
" P
LA
ST
IC
(N W
) O U
T=
6.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.1
" P
LA
ST
IC
(S E)
IN
=6
.3
ST
U B
" C
LA
Y (S
) I N
=6
.6
8" C
LA
Y
(W ) I
N =6
.4
D
R O
P
IN
V . 8
" C
LA
Y (W
) I N
=6
.3
" C
LA
Y
(N ) I
N =6
.3
SS
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.6
8"
C
LA
Y (W
) I N
=6
.6
8" C
LA
Y
(S ) O
U T=
4.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.2
" P
LA
ST
IC
(S ) I
N =6
.0
8"
P
LA
ST
IC
(N ) O
U T=
6.
8"
P
LA
ST
IC
(W ) I
N =6
.0
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.2
8"
P
LA
ST
IC
(W ) I
N =6
.2
8"
C
LA
Y (E
) O U
T=
3.
8" P
LA
ST
IC
(S
) I N
=6
.2
8" C
LA
Y
(N ) I
N =6
.1
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.3
8"
C
LA
Y (N
) I N
=6
.0
8" P
LA
ST
IC
(S
) I N
=6
.1
" S
TE
EL
(W ) I
N =6
.0
" S
TE
EL
(E
) O U
T=
1.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.0
D
R O
P
IN
V . 8
" P
LA
ST
IC
(N ) I
N =6
.0
" P
LA
ST
IC
(W ) I
N =6
.3
" P
LA
ST
IC
(E ) I
N =6
.2
4"
P
LA
ST
IC
(S ) I
N =6
.5
D
R O
P
IN
V . 4
" P
LA
ST
IC
(S ) I
N =6
.9
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.1
8"
P
LA
ST
IC
(S ) I
N =6
.0
8"
P
LA
ST
IC
(N ) I
N =6
.2
8"
P
LA
ST
IC
(S ) I
N =6
.7
" P
LA
ST
IC
(E ) O
U T=
8.
" P
LA
ST
IC
(W ) I
N =6
.7
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.8
" P
LA
ST
IC
(W ) I
N =6
.9
" P
LA
ST
IC
(S ) I
N =6
.9
" P
LA
ST
IC
(E ) O
U T=
7.
W A
ST
EW
A
TE
R M
A N
H O
LE
FU
LL
O
F
SL
U D
G E
R
IM
=6
.5
TO
P
O F
SL
U
D G
E C
EN
TE
R =6
.0
6"
P
LA
ST
IC
(E ) I
N =6
.9
U
N K
N O
W N
S
IZ
E
ST
EE
L?
N O
R
TH
U N
K N
O W
N S
IZ
E
ST
EE
L?
S
O U
TH
U
N K
N O
W N
S
IZ
E
ST
EE
L?
W
ES
T
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.1
" P
LA
ST
IC
(S W
) I N
=6
.7
" P
LA
ST
IC
(N
E)
IN
=6
.6
6" P
LA
ST
IC
(W
) I N
=6
.1
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.8
" P
LA
ST
IC
(S ) I
N =6
.9
" P
LA
ST
IC
(N E)
O U
T=
7.
" P
LA
ST
IC
(W
) I N
=6
.9
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.7
" P
LA
ST
IC
(S ) I
N =6
.2
" P
LA
ST
IC
(N ) O
U T=
8.
4"
C O
N C
R
ET
E (S
W ) I
N =6
.4
W A
ST
EW
A
TE
R M
A N
H O
LE
C
O U
LD
N
O T
D
ET
ER
M
IN
E
SI
ZE
/T Y
PE
/F
LO
W
D
IR
EC
TI
O N
R
IM
=6
.0
U N
K S
IZ
E
T
Y
PE
(S ) O
U T=
3.
U
N K
S
IZ
E
T Y
PE
(W
) I N
=6
.9
U N
K S
IZ
E
T
Y
PE
(N ) I
N =6
.5
8+
(C
LO
G G
ED
U N
K S
IZ
E
T
Y
PE
(E ) I
N =6
.7
5+
(C
LO
G G
ED
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.5
U
N K
S
IZ
E
T Y
PE
(N
) I N
=6
.3
U N
K S
IZ
E
T
Y
PE
(E ) O
U T=
8.
W A
ST
EW
A
TE
R M
A N
H O
LE
R
IM
=6
.1
U
N K
S
IZ
E
T Y
PE
(N
) I N
=6
.5
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W A
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LA
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8.
6"
P
LA
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W A
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A
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A N
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R
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=6
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LA
ST
IC
(S ) I
N =6
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LA
ST
IC
(N ) O
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8.
8"
P
LA
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IC
(W ) I
N =6
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W A
ST
EW
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=6
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LA
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8.
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LA
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IC
(S ) I
N =6
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W A
ST
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A N
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R
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=6
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6"
C
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Y (N
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9.
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LA
ST
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(S
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" P
LA
ST
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W ) I
N =6
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W A
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W A
ST
EW
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R
IM
=6
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LA
ST
IC
(E ) O
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1.
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N C
R
ET
E (W
) I N
=6
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8" P
LA
ST
IC
(S
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=6
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W A
ST
EW
A
TE
R M
A N
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LE
R
IM
=6
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N C
R
ET
E (W
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=6
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8" C
O N
C R
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(N ) I
N =6
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N C
R
ET
E (E
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T=
3.
W A
ST
EW
A
TE
R M
A N
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LE
R
IM
=6
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6"
C O
N C
R
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O N
C R
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E
(W ) I
N =6
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N C
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E (E
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W A
ST
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3.
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O N
C R
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(W ) I
N =6
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N O
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N O
T
SU
R V
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ED
N O
T
SU
R V
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LO
ST
S
IG
N A
L
6"
36"
36"
8"
12"
8"
8"
4"
12"
42"
12"12"
8"
8" 42
12"12"
4"
8"
8"
A B
A N
D O
N
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S
TO
R M
D R
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IN
M A
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6"
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6"6"
10"
12"
12"
8"
8"
4"
N O
T
SU
R V
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N O
T
SU
R V
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N O
T
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R V
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4"
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4"
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6"6"
6"
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6"
6"
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6"
6"
6"
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8"
8"
8" 8"
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N O
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SD(D)SD(D)
12" 12" 12"
6" 6"
6"
6"
3"
8"
8" 8"
8"
6"
6"
6"
6"
8" 8"
8"
8"
8"
3"
6"
8"
8"
N O
T
SU
R V
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8"
8"
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8"
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N O
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3"
8"
8"
2"
2"
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G A
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STL
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N
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FH
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FH 32
1-1/4"
1-1/2"
6" 6"
FH
8"
6"
4"
8"
8"
6"
38FH
FH
WATER VALVE
FH
FH
WATER VALVE
FH
FH
WATER VALVE
FH
V A
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W A
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V A
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W A
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FH
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FH
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FH
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6" FIRE
3"
FHFH
FHFH
FHFH
FHFH
FH 32
FH 32
6" F
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E
6" 6"
FH 32
FH
FH 32
8"
2" 4"
6"
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2"
FH
FH
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6" 6"
6" 48 "D
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P
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SS
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SS
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SS
SS
SS
SD
SS
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
E
SD
SD
15"
15"
12" 15" 15"
18"15"
12" 12"
12" 12"
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
21"
54"
SD
36"
27"
12"
12"
SD
SD
SD
21"
21"
18"
18"
24"
24"
24"
24"
8"
6"
8"
21"
15"
10"12"
4"
15"
4"
4"
4"
10"
4"
10"
12"15"
15"
SD 8"
8"
SD
SD
SD
SD
SD
12"
6"
21"
42"
12"
24"
12"
12"
12"
15"
18"
30"
12"
18"
6"
10"
24"
18"
6"
12" 10"
8"
30"
6"
SD
6"
15"
6"
36"
10"
12"
36"
15"
12"
12"
12"
10"
10"
10"
30"
18"
12"
27"
27"
SD
SD
6"4"
SI
G
SI
G
SI
G
SI
G
SI
G
SI
G
SIG
V V
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SIG
SIG
SIG
SIG
SIG
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C W
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SIG
SIG
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WW
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CW
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CW
S
CW
S
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CW
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CW
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SD
SD
SD
SD
SD
SD
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SD
SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD SD
SD
SD
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SD
SD
SD
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SD
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SD
SD
SD
SD
SD
SD
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SD
SD
SD
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SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
G V
G V
G V
G V
G V
G V
G V
G V
G V
G V
G V
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E
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E
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EEE
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E
E
E
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E E
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SM
W M
W M
W M
W V
W V
G M
G M
G M
G T
G T
G T
G T
G T
G T
G
G
G V
G M
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E
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E
W
V
V
V
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
SWBELL MANHOLE B
LP
LP
LP
LP
SWBELL MANHOLE B
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
SWBELL MANHOLE B
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
SWBELL MANHOLE B
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
SWBELL MANHOLE B
LP
SWBELLMANHOLEB
LP
LP
SSSS
SS
SD
SD
SD
SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
6"
SI
G
SI
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SD
W 2"
V A
LV
E
W A
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R
V A
LV
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W A
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R
V A
LV
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W A
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6"
6"
3/ 4"
V A
LV
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W A
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V A
LV
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W A
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R
V A
LV
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W A
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LV
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W A
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V A
LV
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W A
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LV
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W A
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WATER
V A
LV
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W A
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V A
LV
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W A
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V A
LV
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W A
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V A
LV
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W A
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V A
LV
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LV
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WATER
V A
LV
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WATER VALVE
WATER
V A
LV
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WATERV
A
LV
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W A
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V A
LV
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W A
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V A
LV
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W A
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V A
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V A
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V A
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V A
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V A
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V A
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V A
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WATER
VALVE
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V A
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12"
M H
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V A
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FH
FH
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8"
WWV
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W-AW-AW-AW-AW-AW-AW-AW-AW-AW-AW-AW-AW-AW-AW-AW-A
V A
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C R
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