HomeMy WebLinkAbout1999-08-25 Applicant Solicitation AmendmentU.S. Postal Service
Facilities Department
Solicitation Amendment
. Amendment Number 01
Amendment Date 8/25/1999
2. Offeror /Contractor
No other changes.
6. Contractor Signature
Name of Person Authorized to Sign
4. The above numbered solicitation is amended as set forth in Block 5.
NOTE: Offerors must acknowledge receipt of this amendment poor to the date and time specified in the solicitation by one of the following methods:
a. By signing and returning one copy of this amendment;
b. By acknowledging receipt of this amendment on each copy of the offer submitted; or
c. By submitting a separate letter or telegram which includes a reference to the solicitation and amendment numbers.
FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT THE PLACE SPECIFIED IN THE SOLICITATION PRIOR TO THE DATE AND TIME
SPECIFIED FOR RECEIPT OF OFFERS MAY RESULT IN REJECTION OF YOUR OFFER.
If, by virtue of this amendment, you desire to change an offer already submitted, such change may be made by telegram or letter provided such telegram or letter
makes reference to the solicitation and amendment numbers, and is received prior to the date and time specified.
The date and time specified for receipt of offers is extended to:
Date: 9-3-99 Time: 3:00 pm
5. Description of Amendment
Attached is description of Amendment 01 which includes:
Adendum #1 to plans and specifications -5 pages
Section 02810 -7 pages
Sheets No. 1,2,3,4,5,6
Civil Addendum -2 pages
Sheets R1, R2, R3
General Structural Notes- 1 page
Drawing R1
1 survey drawing -No. 2987
Offers due date (9 -3 -99) has not been charmed-no extension.
Date Signed
Solicitation Number 193045 -99 -A -0046
Project Name and Location
STILLWATER MN /CARRIER ANNEX
NEW CONSTRUCTION OWNED
Issued By
U.S. Postal Service
Kansas City Facilities Service Office
6800 W 64th St Ste 100
Overland Park KS 66202 -4179
Contact: Vickie L. Ford
U.S. Posta Service Signature
nt
Jack
ractin Officer
. G u fsson
Dat , 1i ned
8
UNREDSTdTES
ffig POSTAL SERVICE
ADDENDUM #1
TO PLANS AND SPECIFICATIONS FOR
USPS STILLWATER, MN 55082
CARRIER ANNEX
USPS PROJECT NUMBER Y73259
RRT PROJECT NUMBER 9907.01
ARCHITECT: Rafferty Rafferty Tollefson Architects, Inc.
253 E. 4th Street
St. Paul, Minnesota 55101
Tel. (551) 224 -4831
Fax. (651) 228 -0254
MECHANICAL/ Gausman & Moore
ELECTRICAL 700 Rosedale Towers
ENGINEERS: 1700 West Highway 36
Roseville, MN 55113
Tel. (651) 639 -9606
Fax. (651) 639 -9618
STRUCTURAL Ericksen Roed and Associates, Inc.
ENGINEERS: Structural Engineering
300 First Avenue North, Suite 420
Minneapolis, MN 55401
Tel. 612- 342 -9210
Fax. 612-342-9214
CIVIL Van Sickle Alien & Assoc.
ENGINEERS: 2955 Xenium Lane North
Suite 10
Plymouth, MN 55441
Tel. (612) 559-9100
Fax. (612) 559 -6023
DATE: August 20, 1999
The additions, omissions, corrections and clarifications contained in this Addendum shall be included as a part of
the Contract Documents as provided for under the General Conditions of the Contract.
This Addendum is a Contract Document and may apply to any or all contracts and subcontracts. Unless otherwise
specified herein, all work required by this Addendum shall be in complete accord with the Contract Documents and
subsequent Addendum thereto.
This Addendum shall become part of the bid. The bidder shall insert the Addendum number in the space where
indicated on the Proposal Form. Failure to comply may result in the bid being rejected.
USPS STILLWATER, MN CARRIER ANNEX ADDENDUM #1
8/20/99
PAGE 1
CHANGES
A. SECTION 00010 — TABLE OF CONTENTS
1. Division 16 Electrical — Delete section 13900 Fire Suppression from electrical sections and
move it to Division 15 Mechanical.
B. SECTION 02810 — IRRIGATION SYSTEM
1 Add the attached section to the specification.
C. SECTION 08410 ALUMINUM WINDOWS, ENTRANCES AND STOREFRONTS
1. Paragraph 2.7 — Delete "NOT USED".
D. SECTION 11160 — LOADING DOCK EQUIPMENT
1. Paragraph 2.7 Add paragraph to specification section:
2.7 MANUAL TRUCK RESTRAINTS
IL CHANGES TO DRAWINGS
A. SURVEY
1. Add the attached survey.
A. Models:
1. Kelley: #STAR1 with Truck Alert.
2. NOVA: #300XP
3. Poweramp: [ J.
4. Rte-Hite: #MDL-65.
B. Description:
1. Operation: Manual hand lift bar.
2. Communication: Manual light communication controlled through
control box rocker switch.
3. Operating Range: 12 inches (30 cm) to 30 inches (76 cm) above
grade.
4. Restraining Capacity: 32,000 pounds.
C. Operation:
1. Restraint system must provide light communication and signs
(straight and mirror image), both inside and outside the dock
position, to provide instruction to dock workers as to safe entry into
trailers, and to trailer drivers as to safe movement to or away from
the dock position.
2. Restraint must have clear text and illustrative instructions
on control box adjacent to rocker switch.
3. Restraint barrier to be activated in up and down positions
through manual hand lift bar.
D. One year parts and labor warranty, including electrical on all components.
USES STILLWATER, MN CARRIER ANNEX ADDENDUM #1 8120/99 PAGE 2
B. SHEETTO.O1
t Detail 16:
a. Type 'B': Change reference 3/A7.05 to 10/A7.05.
2. Detail 20:
2. Room Finish Schedule
a. Add the following note to Janitor Room 106: "install fiberglass reinforced panels on
walls behind utility sink. Panels to extend 4'-O" on either side of the sink and top to be
at 6'-0" AFF.
b. Change the following for Room 122: Delete paint type P -1
Ca SHEET A1.O1
1. General Site Notes:
b. Add the following note: "20. Provide an irrigation system at all landscaped areas.
Refer to specification (by addendum)."
2. Detail 1, Site Plan:
a. Provide site fire hydrants in locations shown on Civil drawings (by addendum).
D. SHEET A2.02
1. Add note at Door 120D stoop: "Provide positive drainage away from door.
2. Dimension at Mail Platform stair near door 120D to be 5' -2" wide.
3. Add note at bollards for Doors 1230 & 123D: "Coordinate location of bollards with door
manufacturer.
4. Width of landing at door 120J to be 5'-8 ".
5. For clarification purposes, the ramp near Door 120J is 5'r-4" wide (east edge of ramp aligns
with grid 'A', overlapping the brick pier by 4" to the east to allow for the guardrail along the
ramp.
6. Add detail reference bubble '16/A7.03' at east wail of Building & Grounds room 121, and
'16/A7.07' at west wall of same room.
E. SHEET A2.03
a. Change spot elevation at southeast corner of HC parking stall from `946.9' to
`947.0'.
b. Change spot elevations at sidewalk at top of south curb cut from '948.8' to `948.7'
and `9489' to `948.8'.
a. Change note #10 to read: "Maximum slope of dock apron is 1% in any direction
for the first 50 feet from face of dock. Maximum pavement slope is 5% and
minimum is 2 %, coordinate with civil."
1. Add the following general note: "5. The coping width and wall thickness varies along Grids
`E' and `8'. Refer to wall sections identified on floor plan for details ".
LISPS STILLWATER, MN CARRIER ANNEX ADDENDUM #1 8120199 PAGE 3
F. SHEET A5.01
1® Elevations 1 and 2: Add the following note: Refer to roof plan for overflow scupper
locations. Scuppers to be on coursing.
2. Elevation 2: Change El. 116i-0" to El. 120'-0* near grid 'A'.
3. Elevation 4: Change note pointing to equipment at the left two truck stalls from "Line of
grade at dock face " to Dock levelor.
G. $HELT1_1
1. Detail 8: Overflow scupper (dashed) is shown in wrong position. Lower so bottom is at
elevation 117-4N.
H. 27.0
1. Detail 16: Add the following note: 'Exposed CMU above flashing to be Type 1C with top
course Type 2B".
SHEET A7.03
Detail 4: Change note: "1" INSUL., BURGLAR..." to *I" INSULATED, BURGLAR
RESISTANT GLASS IN FACTORY FINISH ALUMINUM FRAMES — INTERIOR GLAZED."
4. Add wall section 16/A7.03 to this sheet. See attached.
5. Detail 17: Change 8" dimension between grids to 9".
J. SHEET A7.05 •
t Detail 10:
a. Delete horizontal rigid insulation below floor slab.
b. Rigid insulation should be reconfigured to agree with detail 11/A7.05.
K. SHEET A7.06
1. Detail 1: Note used.
2. Detail 9: Change note: "Molded Rubber Dock Bumpers" to "laminated rubber dock
bumpers 2W X 1 'H X 6"D.*
3, Detail 12: Change note: °Pit frame by pit manufacturer . " to "Pit frame by metal
fabricator — see 13/A7.06N.
4, Detail 13: Add note: "Dock bumpers to be half the thickness of dock seals; one bumper
only at each side of dock leveler."
5. Detail 20: Revise rigid insulation at foundation to agree with detail 8/A7.04.
USPS STILLWATER, MN CARRIER ANNEX ADDENDUM #1 8/20/99 PAGE 4
K. V.:LE=
1. Detail 8: Delete portion of %W plywood on wall to expose CMU similar to 16/A7.02.
Exposed CMU to be Type 1C with top accent course Type 28. Provide flashing and
counter flashing similar to 16/A7.02.
2. Detail 12: Replace top portion of this wall section with attached drawing 12JA7.07.
3. Add wall section 16/A7.07 to this sheet. See attached.
L. SHEET A7.08
1. Detail 7: Delete 5/8w exterior grade gypsum board underlayment.
M. SHEET A9.01
t Detail 14: Add a painted 2x wood cap on top of metal stud and gyp. bd. half wall.
2. Detail 14: Change detail so that gyp. bd. at half wall is flush with concrete below.
2. Detail 10: Modify detail to include a foundation wall and footing at 8" CMU wall per
structural drawings.
3. Detail 20: Change "BITUM. PARKING LOT PAVING" to "CONCRETE APRON".
N. SHEET A9.02
1. Detail 6: Add to Note 4: "Wood blocking may be used in lieu of metal backing plate."
O. SHEET A9.03
1. Add plan details 5, 9 and 10/A9.03 to this sheet. See attached.
P. SHEET A10.01
'I. Detail 13: Add note: Provide 'Fire Extinguisher' sign above fire extinguisher at all
locations — see 9/A10.01 for sign type."
111 CHANGES TO CIVIL DRAW1NCS
See attached addendum by VSA.
IV. CHANGES TO STRUCTURAL DRAWINGS
— See attached by ERJS.
V. CHANGES TO MECHANICAUELECTRICAL DRAWINGS AND SPECIFICATIONS
1. No changes.
2. Provide power, wiring and connections, as required, for manual truck restraint (Section 11160);
coordinate with electrical and manufacturer.
END OF ADDENDUM
USPS STILLWATER, MN CARRIER ANNEX ADDENDUM #1 8/20/99 PAGE 5
United States Postal Servic. ASBD, SSBD, StorCAD /D MASTER SPE ICATION
PART 1 GENERAL
1.1 SUMMARY
SECTION 02810
IRRIGATION SYSTEMS
A. Section Includes:
1. Design and construction of full site irrigation system, to cover all landscaped areas of site.
2. Pipe and fittings.
3. Sprinkler heads.
4. Control system and connection to electrical supply.
5. Trenching, installation of system and connection to water source; testing and backfilling.
B. Related Documents: The Contract Documents, as defined in Section 01110 - Summary of Work, apply
to the Work of this Section. Additional requirements and information necessary to complete the Work of
this Section may be found in other Documents.
1.3 SYSTEM DESCRIPTION
A. Design Requirements:
1. Coverage indicated on Drawings and specified herein. Layout portions of irrigation system not
indicated on Drawings to meet specified coverage in compliance with local codes and regulations.
2. Complete irrigation system including trenching and backfilling for all pipes, values and drain pits,
providing mains, laterals, risers, fittings, sprinkler heads, values, controllers, electric wiring, and
necessary specialties and accessories.
3. Sleeves beneath parking areas, walkways, roads, and driveways where required.
4. Regulate and adjust sprinkler heads, timed sequence control devices, sectional valves and rain
overrider.
5. Each zone to comprised of approximately equal water demand. Pressure not to exceed 6 feet per
second.
6. Sprinkler heads in a zone shall have the same precipitation rate.
7. Provide 100 percent coverage by locating heads as recommended by the manufacturer. Proper
overlap shall prevent 'scalloping ". no throw is permitted over walks, drives or buildings.
8. Turf and unlike plant materials shall be zoned separately based on water needs.
9. Locate heads discretely using risers only in shrub beds.
10. Heads adjacent to pavement shall be installed on swing joints.
11. Consider all plant heights and grade changes in design and installation of the irrigation system.
1.5 PROJECT CONDITIONS
A. Existing Utilities:
1. Be responsible for locating and identifying existing utilities. Notify Contracting Officer of any
conflicts which affect the approved irrigation layout.
B. Obstructions Below Grade:
1. If obstructions such as rock or underground construction work are encountered in any irrigation
excavation work, alternate locations will be selected. Where locations cannot be changed, remove
obstruction. The obstruction shall be removed to a depth of not less than 3 feet below grade.
USPS MASTER SPECIFICATION V2.0
02810 1
Issue Date: 03/17/1998 IRRIGATION SYSTEMS 1
United States Postal Service - MSBD, BD, StorCADID MASTER SPEC I FI CAT,
Co Damage by Leaks:
1. Be responsible for damages to the grounds, plants, walks, roads, building piping system, electrical
systems, and their equipment and contents caused by leaks in piping systems being installed or
having been installed. Repair damages so caused at no additional cost to United States Postal
Service.
D.
Staking:
1. Be responsible for location staking. Irrigation head locations shall be determined by calculating
dimensions from approved shop drawings. Adjustments may be necessary to avoid interference
with underground obstructions.
1.6 WARRANTY
A. Repair any settling of backfilled trenches which may occur during the warranty period.
B. Restore and all damaged plantings, paving, or improvements within the warranty period.
C. Materials and equipment shall be warranted in writing against defects in materials and workmanship by
the respective manufacturers. -These -- written- warcanties- shatt-b&-assembled -- and -gib he- n►ne t
the - time -of-- substantiates ' .All installation work shall be guaranteed for twoor a year after final
acre tancesubstanti etion.
D. No claims under warranty shall be considered for materials damaged or destroyed by vandals or
damages caused by unauthorized operation of the system.
1.7 MAINTENANCE TOOLS
A. Provide 2 sets of tools for removing, disassembling and adjusting each type of sprinkler head and valve
supplied.
1. Provide three uick cou lin ke s and three 314 inch hose swivels as :' art of this contract.
B. Provide 2 five foot keys for operation of gate valves.
C. Provide 2 keys for each automatic controller.
PART 2 PRODUCTS
2.1 MATERIALS
A. Heads, valves, controllers, backflow preventers, yard hydrants and other components as scheduled on
shop drawings.
B. Pressure Mainlines and Non - Pressure Lateral Lines: All pipe, in sizes indicated on the shop drawings
shall be mark continuously and permanently with the following information: Manufacturers name,
nominal pipe size, class or schedule, and NSF approval, and type of pipe.
2.2 PIPE AND PIPE FITTINGS
A. Irrigation Mains:
1. Pipe: ASTM D 1784, PVC Class -200, SDR -21, 260 psi maximum.
2. Joint: ASTM D 2241 bell end type.
3. Fittings: Schedule 40, ASTM D 2466 solvent cement type.
B. Zone Lateral Lines:
LISPS MASTER SPECIFICATION V2.0
02810.
Issue Date: 03/17/1998 IRRIGATION SYSTEMS
United States Postal Service 4SBD, SSBD, StorCAD/D MASTER SPEk CATION
1. Pipe: ASTM D 1784, PVC Class -200, SDR -21.
2. Joints: ASTM D 2241 bell end.
3. Fittings: ASTM D2 466 Socket type.
2.3 VALVES
A. Gate Valves:
1. 3 Inch and Larger Iron body, non - rising stem, threaded ends.
2. 2 1/2 Inch and Smaller. Type 1, class 150 psi, threaded ends.
B. Station Control Valves:
1. Station Control Valves: Subject to compliance with requirements, manufacturers offering specified
items which may be incorporated in the work include the following.
a. "PE Series" - Rain Bird Sales, Inc., Glendora, CA, (818) 963 -9311.
2. Valve Type: Remote control valves. Substitutions: Permitted.
. Primers and Solvents:
1 _ As recommended by PVC pipe manufacturer
2.4 SPRINKLER HEADS
A. Small Area Heads(for use in small lawn/shrub areas):
1. Small Area Heads: Subject to compliance with requirements, manufacturers offering specified
items which may be incorporated in the work include the following.
a. Cycolac (plastic) "1800 Series" - Rain Bird Sales, Inc., Glendora, CA (818) 9639311.
2. Each head shall have an interchangeable nozzle (available in different patterns and distances of
throw). Substitutions: Permitted.
3. Each head shall have a basket screen.
4. Provide pressure compensating screens (P.C.S.) as indicated on Drawings.
USPS MASTER SPECIFICATION V2.0
B. Large Area Heads (for use in large lawn areas):
1. Large Area Heads:' Subject to compliance with requirements, manufacturers offering specified
Items which may be incorporated in the work include the following.
a. "#R50" - Rain Bird Sales, Inc., Glendora, CA, (818) 963 -9311.
2. Use adjustable arc (ADJ) unless Drawings show full circle (360). Permitted.
3. If water pressure Is excessively high, provide pressure reducing feature on zone valves.
2.5 AUTOMATIC CONTROLLERS
A. Automatic Controllers: Subject to compliance with requirements, manufacturers offering specified items
which may be incorporated in the work include the following.
1. Manufacturer "#RC- Series" - Rain Bird Sales, Inc., Glendora, CA (818) 963-9311.
a. "LPP -K" - (Primary Surge Protector).
b. "LK -712" (Lock). Provide Owner with two keys.
B. Section 01600 - Product Requirements: Product options and substitutions. Substitutions: Permitted.
C. Stations: Control stations as shown on shop drawings.
D. Station Timing: Independent for each station with each infinitely adjustable from 0 to 60 minutes.
E. Day Programming: Pprogramming dials encompassing 14 day cycle.
F. Operation: Capable of automatic, semi-automatic or manual function as selected by operator.
028103
Issue Date: 03/17/1998 IRRIGATION SYSTEMS 1
United States Postal Service - MSBD ;BD, StorCAD/D MASTER SPECIFICAT
G. Power Requirements:
1. Input: 115 volt AC.
2. Output to Valves: 24 Volts AC.
H. Provide reset circuit breaker for overcurrent protection.
I. Provide master manual on-off switch.
J. Rain Detector
1. Rain Detector Subject to compliance with requirements, manufacturers offering specified items
which may be incorporated in the work include the following.
a. "Mini-Clik II" by Glen-Hilton Products, Inc., Bethesda, MD, (301) 441-8673.
2. Section 01600 - Product Requirements: Product options and substitutions. Substitutions:
Permitted.
3. Mount on rear of Landscape Maintenance Building as per Manufacturer's recommendations.
2.6 VALVE BOXES
A. Valve Boxes: Subject to compliance with requirements, manufacturers offering specified items which
may be incorporated in the work include the following.
1. Ametek, Plymouth Products Division, Sheboygan, WI (414) 457-9435, Superflexon Valve Box "No.
10-170-001" with cover No. "10-173-004", with pentagon (1) locking device.
B. Section 01600 » Product Requirements: Product options and substitutions. Substitutions: Permitted.
C. Paint box covers matte black with paint specified in Section 09900 - Painting.
2.7 SWING JOINTS
A. Swing joints are to made of Schedule 40 pipe with insert to male thread combination elbows. The swing
joint will allow for precise adjustments of each head to grade as well as protecting both the head and the
pipe from damage if struck by unusual force.
2.8 CONTROL WIRE
A. Control Wire: All wire shall be #14 AWG solid copper, single conductor, rated "U.F." with "U.L." listing,
with 600 volt PVC insulation. All splices shall be made with wire nuts and totally encased in DBY direct
burial splice kits.
2.9 QUICK COUPLING VALVES
A. Quick Coupling Valves: Subject to compliance with requirements, manufacturers offering specified
items which may be incorporated in the work include the following.
1. Rain Bird "3RC".
B. Mount quick coupling valves on 3/4 inch galvanized triple swing joints. All swing joints are to be
assembled using two to three wraps of Teflon tape.--F-ufnish-to-the-Owner
tticee-314-inch-hose-swivels-a&-pactof-thi&-mitfact,
2.10 BACKFLOW PREVENTER
A. Backflow Preventer Subject to compliance with requirements, manufacturers offering specified items
which may be incorporated in the work include the following.
1. Rain Bird "Model DCA Series-R".
LISPS MASTER SPECIFICATION V2.0
02810 - 4
Issue Date: 03/17/1998 IRRIGATION SYSTEMS 1
United States Postal Servic JISBD, SSBD, StorCADID MASTER SPL 'ICATION
B. Section 01600 - Product Requirements: Product options and substitutions. Substitutions: Permitted.
C. Backflow preventer shall meet or exceed all local codes or requirements, size according to shop
drawings.
PART 3 EXECUTION
3.2 PREPARATION
A. Layout and stake locations of system components.
B. Review layout requirements with other affected work. Coordinate locations of sleeves under paving to
accommodate system.
3.3 INSTALLATION
A. Sequencing:
1. Install sleeves under roads & pavement prior to commencement of paving.
2. Install sprinkler system after completion of site grading.
B. Minimum Cover Below Finished Grade:
1. Zone Lateral Pipe: Not less than 12 inches.
2. Mains: Not less than 24 inches.
C. Clearance Horizontally Between Lines:
1. Pipe 2 inches and smaller. 4 inches.
2. Pipe 2 112 inches and larger 12 inches.
3. Other services: 12 inches.
D. Maintain a minimum 1 inch vertical clearance between lines crossing at an angle greater than 45
degrees.
E. Trench Width: Not less than 5 inches.
F. Install underground piping so that it is not in contact with concrete, existing piping or other hard objects.
Provide a minimum clearance of 2 inches between piping and hard object.
G. Thrust Blocks: Concrete thrust blocks shall be provided on the thrust side of mains.
H. Backfill: Section 02315 - Excavation and Fill.
1 . Material shall not contain brick, rock, lumber or organic materials subject to decomposing.
2. Trenches, after backfilling, shall be water filled and settled to prevent aftersettling.
3. Level with finished grade.
4. After backfilling and water settling, soil, around pop-up heads shall be tamped and heads left level
with grade and plumb.
I. Piping Installation:
1. Install plastic pipe in a manner to provide for expansion and contraction.
2. Cut plastic pipe with a hand saw. Ensure a square cut. Remove burrs at cut ends prior to
installation.
3. Plastic to plastic joints shall be solvent - welded. Solvent compatible with pipe and able to withstand
specified pressure requirements.
4. Solvent Welded Joints:
a. Thoroughly clean pipe and fitting with all purpose primer /cleaner and clean dry cloth.
USPS MASTER SPECIFICATION V2.0
02810 5
Issue Date: 03/1711998 IRRIGATION SYSTEMS 1
United States Postal Service - MSBD, .BD, StorCADID MASTER SPECIFICAT,
b. Apply a uniform coat of solvent to the outside of the pipe.
c. Apply solvent to the fitting.
d. Re -apply a light coat of solvent to the pipe and quickly insert into the fitting.
e. Give the pipe or fitting a quarter turn to ensure even distribution of the solvent and make
sure the pipe is inserted to the full depth of the fitting socket.
f. Hold in position for 15 seconds.
g. Wipe off excess solvent that appears at the outer shoulder of the fitting.
h. Allow joints to set at least 24 hours before pressure is applied to the system.
J. Valves:
1. Manual Valves: Install manual valves in a valve box extending from grade to valve body, with
minimum of 4 inch cover measured from grade to top of valve stem.
2. Automatic Valves:
a. Install automatic valves plumb to within 1/16 inch, in a valve box extending from grade to
valve body, with minimum of 4 inch cover measured from grade to top of valve stem.
b. Automatic valves installed under sprinkler heads may be installed without valve box.
c. Automatic drains valves: Locate downstream of each control valve at the tow point.
K. Sprinklers and Quick Coupler
1. Install plumb to within 1116 inch.
2. Heads at Walks and Curbs: Set flush to within 1/8 Inch.
3. Lower sprinkler heads to finished grade after lawn has become established and has settled.
L. Control Wire:
1 . Bury wires taped to side of pipe in same trench.
2. Bundle multiple wires and tape together maximum 10 feet on center.
3. Provide a 10 inch loop in wire at each valve where controls are connected.
4. Provide 10 inch loop in wires at not over 100 foot intervals.
5. Make electrical splices waterproof.
M. Automatic controller. Mount automatic controller in accordance with manufacturer's recommendations.
3.5 FIELD QUALITY CONTROL
A. Section 01450 - Quality Control: Field testing and inspection.
B. Inspection:
1. Trenching.
2. Pressure supply line installation and testing.
3. Lateral line and electrical valves.
4. Coverage tests.
C. Testing and Flushing
1. Flushing:
a
a. After all piping, risers, and valves are in place and connected, but prior to installation of
sprinkler heads, yard hydrant assemblies, and hose valves, thoroughly flush piping system
under a full head of water.
b. Maintain flushing for 3 minutes though furthermost valve.
c. After flushing, cap all risers.
2. Adjusting:
a. Flush and adjust all sprinkler heads for optimum performance and to prevent over -spray onto
walks, roadways, and buildings.
b. if it is determined that adjustments in the irrigation equipment will provide proper and more
adequate coverage, make such adjustments prior to planting. Adjustments may include
changes in nozzle sizes and degrees of arc as required.
02810 4 6
USPS MASTER SPECIFICATION V2.0 Issue Date: 03/17/1998 IRRIGATION SYSTEMS
United States Postal Servic&. JISBD, SSBD, StorCAD/D MASTER SPE !CATION
3.
c. Lower raised sprinkler heads within 10 days after notification by Contracting Officer.
d. Sprinkler heads shall be performed at no cost to United States Postal Service.
Testing:
as Test all pressure lines under hydrostatic pressure of 150 pounds per square inch. Prove
water tightness.
b. Testing of pressure main lines shall occur prior to installation of electric control valves.
c. Sustain pressure in lines for not less than 2 hours. If leaks develop, replace joints and
repeat test until entire system has been accepted.
d. Furnish force pump and accessory test equipment.
e. When the irrigation system is completed, perform a coverage test in the presence of the
Contracting Officer to determine if the water coverage for planting areas is complete and
adequate. Correct inadequacies of coverage due to deviations from Drawings. Complete
test before ground cover is planted.
3.5 SYSTEM OPERATION AND ACCEPTANCE
A. Operation:
1. Operate the completed system for the Contracting Officer inspection at which time each sprinkler
head shall be visually checked for coverage, adjustment, installation and performance; valves
shall be inspected for adjustment, installation and proper automatic manual control; "record
documents" will be checked for accuracy; cleanup of site will be checked; and general items such
as manual drain valves, controller and quick couple valves will be inspected for the maintenance
period.
B. Instruction.
1. Instruct United States Postal Service personnel in complete operation and maintenance of the
irrigation system including but not limited to the controller operation, maintenance of the system's
filters, adjustment of heads and winterization of system.
USPS MASTER SPECIFICATION V2.0
END OF SECTION
028107
Issue Date: 03/17/1998 IRRIGATION SYSTEMS
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A9.03
CAD File:
FACE OF CMU
16'-8" TO GRID 'C.8'
7
1112' - 1 +
° " °° PLAN DETAIL AT INVES•flGA•flVE OFFICE
TYPICAL EXTERIOR WALL
CONSTRUCTION
S CMU WALL BELOW
3 5/8" MTL STUDS AT 8" OEC.
Fac. Ch. Sect. Para. Detail
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16'-8" TO GRID '0.8'
WALL TYPE 'K2'
°" °'° PLAN DETAIL AT INVESTIGATIVE OFFICE
8� CMU WALL BELOW
WALL TYPE SIM. TO 'K2'
WALL TYPE 'H3'
Fac. Ch. Sect. Para. Detail
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ADDENDUM # 1
4
SHEET N0.
2x WO BLOCKING
COORD. W/ INSUL,
THICKNESS
EL 124' --0" __ ..._...�.
(T.O. STUD
& MASONRY)
BALLASTED EPDM MEMBRANE
ROOFING OVER 2 LAYERS OF
2" POLY ISO INSUL W/
STAGGERED JOINTS OVER 6 MIL
POLY VAPOR BARRIER ON
1 1/2" MTL DECK
5/8" GYP. BD.
VAPOR RETARDER
6" 16 GA. MTL STUDS
CO 16" G.C.
INSUL -- R19
� 12
A7.o
ARIES
Dote: 8-20-1999
scale:
x- -Refs:
CADD Reference No,: 9907ADD1.5WG
RRT Project No.: 9907.01
CAD File:
NOTE:
BOTTOM PORTION OF WALL
SECTION THE SAME AS
ORIGINAL DOCUMENTS
1 ^8 "
I
1
do
l
1:1/4' • 1'-.4•
e l
oits.
ook •
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4 �
petal' PARTIAL WALL SECTION AT INSPECTOR'S
ENTRY
5/8" EXTERIOR GYP. BD.
SHEATHING
15 lb. FELT
Fa c I Ch.
STOP INSUL 12"
ABOVE DECK, MIN.
Sect.
USPS STILLWATER -- CARRIER ANNEX
OAK PARK HEIGHTS, MINNESOTA
TIES — TYP. — 16" O.C.
MAX. BOTH VERT. & HORIZ,
CMU VENEER -- TYP.
— 4" NOM. THICKNESS L'
-- 8" NOM. HEIGHT
A
0
t
Para. (Detail
RAFFERTY
RAFFERTY
TOLLEFSON
ARCHITECTS
251 EASY FOURTH MEET
SAINT PAUL, ...WA 53101
(11:121 : -4e34 1# (11.1 -1
ADDENDUM # 1
5
/16 \
[?ate: 8 -20 -1999
Seale:
X —Refs:
CAC }I] Reference No.: 9907A0D1.0wG
RR T Project No.: 9907.01
BLDG GROUNDS , 1
1 car Sras DAR s'
co.crED mum BASE
(F. VAPOR rte)
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EASE 05 SCRE0000
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COWACT[D 1:MIJUR MSC
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EL 100' -0'
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Detail. WALL SECTION a BLDG AND GROUNDS/ PLATFORM f
7.o7 CaD File ATFC�RM I�IALL
Foc.
h. 1Sect.
1 1 t
USPS STILLWATER — CARRIER ANNEX
OAK PARK HEIGHTS, MINNESOTA
Fora. I Detor'1
RAFFERTY
RAFFERTY
TOLLEFSQN
ARCHITECTS
2s3 EASI roaalx S>rtiEEr
SFSkS PAUL ! q }h 555C1
r651] 221 -1671 iAt f6,5} M-0264
ADDENDUM # 1
6
SHEET 10
Dote: 8-20-1999
Scale:
X —Reis:
CARD Reference No.: 9907A0D1.DwG
RRT Project t4o.: 9907.01
Al
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116
petal: WALL SECTION a GARAGE/
BUILDING AND GROUNDS WALL
CAD Fire:
Scale:
Foc. ICh. !Sect. jParo. !Detail
USPS STILLWATER -- CARRIER ANNEX
OAK PARK HEIGHTS, MINNESOTA
RAFFERTY
RAFFERTY
TOLLEFSON
ARCHITECTS
253 EAST FOURTH STREET
VAT PFlJL LA 5510.
[Am) rae [s. l 22,02a4
CIVIL ADDENDUM
TO
CONTRACT DOCUMENTS
FOR
USPS CARRIER ANNEX
STILLWATER, MINNESOTA
OWNER: United States Postal Service
ARCHITECT: Rafferty Rafferty Tollefson Architects
253 East Fourth Street
St. Paul, MN 55101
CIVIL
ENGINEER: Van Sickle, Alien & Associates, Inc.
2955 Xenium Lane North, Suite 10
Plymouth, Minnesota 55441
RE: Addendum No. One
VAA COIVEIVI. NO.: 99129
DATE:
August 20, 1999
The additions, omissions, corrections and clarifications contained in this Addendum shall be included
as a part of the Contract Documents as provided for under the General Conditions of the Contract.
This Addendum is a Contract Document and may apply to any or all contracts and subcontracts.
Unless otherwise specified herein, all work required by this Addendum shall be in complete accord
with the contract documents and subsequent Addendum thereto.
This Addendum shall become part of the bid. The bidder shall insert the Addendum number in the
space whereindicated on the Proposal Form. Failure to comply may result in the bid being rejected.
A. Modifications to Civil Drawings
1. Drawing Sheet Cl: Refer to Supplemental Drawing Sheet R3 for revised information
regarding the grading at the Handicapped Parking Area and at the drop box access
sidewalk.
Civil Addendum No. One Pa
Au st 20 1999
••
2. Drawing Sheet C2: Refer to Supplemental Drawing Sheet R1 for additional
information regarding the revised watermain. Two (2) site hydrants were added.
3. Drawing Sheet C3: Refer to Supplemental Drawing Sheet R2 for Fire Hydrant and
Gate Valve Detail.
GAP ROE PEC1.991291CIVIL ADDENDUM #1.DOC
End of Addendum One
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GROUNDS #2
#FE.946.04
UNITED STTES
posra SERVICE
CARRIER ANNEX
uSPS STILLWATER
STILLWATER, MINNESOTA
L L LL.L
SEE 17/C3
FOR
1 1 1 1 1 1 1 1
PROPOSED BUILDING
FFE = 948.00
VIS
INV 942.25
VERIFY LOCATION
AND INVERT WITH
UECHMlICAL
NW 1142.25
VERIFY LOCATION
AND INVERT M H
E0-1ANCAL
114.44FORLIER
PD
)ED FIRE HYDRANT
._.,rE VALVE
=D PARTIAL PLA
VAN SICKLE, ALLEN do ASSOCIATES
2955 Xenium Lane North, Suite 10
Plymouth, Minnesota 55441
(612) 559-9100
FAX (612) 559-6023
1 " =50'
.J,
REVISION
r--
N
DATE: 8/20/99
1
1
1
1
1
1
VAA JOB: 99129
G 6
SERVICE
M 939.0
9.D
Y 929.00
ELD VERIFY
0CATIOH &
OF 6'
R1
SEE
NOTE
#
NATIONAL STANDARD
OPERATING NUT
N
RAFFERTY
RAFFERTY
TOUIFSON
IPICrf
oa poi mini
"HYDRAFINDER"
3'-O"
LA
0
U
z
THRUST BLOCK
2.25 • SQ.FT. MINIMUM
USPS STILLWATER
STILLWATER, MINNESOTA
2 1/2" HOSE CON = r.ECTIDN
(N.S.T.)
4 1/2" PUMPER CONNECTION
(N.S.T.)
GRADE
1 CU. YD. GRAVEL OR
CRUSHED ROCK W/ 2
LAYERS 4 MIL. POLY.
TIE HYDRANT TO
VALVE W/ 2- 3/4"
DIAMETER TIE RODS
8" CONCRETE BLOCK
UNDISTURBED SOIL
VALVE BOX DROP LID
LABELED WATER.
GATE VALVE BOX 7'-6"
EXTENDED 3 PIECE, "G" BOX
NO. 6 ROUND BASE,
5 1/4" SHAFT BUFFALO BOX.
" GATE VALVE
-TIE VALVE TO TEE ON MAIN
WITH 2 3/4" DIAMETER TIE RODS
8" CONCRETE BLOCK
NOTES
1. ALL FIRE HYDRANTS SHALL BE PAINTED PER CITY REQUIREMENTS.
2. TOP OF FIRE HYDRANT DESIGN ELEVATION SHALL BE 2.5' ABOVE FINISH GRADE.
3. TOPS OF VALVE BOXES SHALL BE SET SO AS TO PROVIDE 12" OF UPWARD ADJUST.
4. COMPLY WITH CITY OF STILLWATER STANDARDS. .
5. FIRE HYDRANT CAPS TO BE CHAINED. PROVIDE (PENTAGON NUT ON CAPS).
YDRANT & GATE VALV
UNITED STATES
POSTAL SERVICE
CARRIER ANNEX
VAN SICKLE, ALLEN & ASSOCIATES
2955 Xenium Lone North, Suite 10
Plymouth, Minnesota 55441
(612) 559 -9100
FAX (612) 559 -6023
REVISION
NO SCALE
DATE: 8/20/99
VAA JOB: 99129
IT
WI 0
R14 946.0
3aiuIu11111M r.
IF ■• ,k
PROPOSED BUILDING
FFE = 948.00
NORTH
%h\
RIVISIID PARTIAL PLA
0 50' 100' 150'
TRANSEORSAER
PAD
. LF
TR EHCK ORM
RBA 943.7
L ;
En I ,
II l iipt„
MUM � 7- � - �
rpinuor
somos NE RD
939.0
VERI
DON
OF iw
EXtS71140
t 7` WATER
MAIN
REVISION
DATE: 8/20/99
VAA JOB: 99129
RAFFERTY
RAFFERTY
TOLLEFSON
ARCHITECTS
3 Olt MAIM Mar
0.1..0
VSPS STILLWATER
STILLWATER, MINNESOTA
UNITED STiTES
POSTIILSB
CARRIER ANNEX
VAN SICKLE, ALLEN & ASSOCIATES
2955 Xenium Lane North, Suite 10
Plymouth, #Tmesota 55441
(612) 559-9100
FAX (512) 559-6023
vicksen
oad & " 56 cites
Structural Engineers
300 First Avenue North Ste 420
Minneapolis, MN 55401 -2608
Telephone: (612) 324 -9210
Facsimile: (612) 342 -9214
LISPS STILLWATER
ERA COMM # 99072
(1) DENOTES ADDENDUM NUMBER
Reference Drawing S1— General Structural Notes and Typical Details
(1) A. Revise detail 15/S1, change text "see 6/S5 for wall reinforcement" to "see 11/S5 for wall
reinforcement" and change text "see 6/S5 for FTG size & Reinf" to "see 11/S5 for FTG size &
Reinf'.
(1) B. Revise detail 16/85, Change text "see 6/S5 for wall reinforcement" to `see 11/S5 for wall
reinforcement" and change text "see 6/S5 for FTG size & Reinf' to "see 11/S5 for FTG size
Reinf'.
Reference Drawing S2 — Typical Details
(1) A. Revise detail 13/S2, change text "2 /2" Cone on 1" 26 GA form deck reinf w16x6 w2.1 x w2.1
WWR to "2 '/2" cone on 1" 24 GA form deck reinf w/6x6 w2.1 x w2.1 WWF. Change text "TS
4x4x 1/4" to "w4x13 ".
Reference Drawing S4.2 — Roof Framing plan
(1) A. Revise plan S4.2 as per enclosed partial plan R1. Adjust joist spacing J building and grounds
room for roof hatch. 12" emu parapet on grid "E ", ref 14/S6, extend to end of canopy.
Reference Drawing S6 — Sections and Details
(1) A. Revise Mezzanine plan 16/S6, change section 15/S6 to 15/S2;
w
Le-
0
0
ricksen
aecl & Associates
Itnacturei
300 Mit ■ii. nth 42a
INN 115401—t606
00
10K1 M 1
cc
In I
1OK1 -1
1 OK
1
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1
0
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CN
W14 X 22 ( +2 /2
X 22 (+2 1/2")
14K1
14K1
W
2OK6'I
20)16_4
tY
W14 X 22 (+ W14 X 22 (4 112
CA a
UNITED STATES PARCH. SERVICE
STLLWATEF1 MN
COMM. NO.: 99072
a
1
CO
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N
w
Ls-
0
TOS EL 0 W21
11V-2 5/8
TOS EL0W21
115 -2 5/16
TOS EL W21
114'-6 1/4"
TOS EL0W21
114' -4
CHECKER: RT
8 -17 -99
Ri