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41% y— CITY OF RENTON
PARKS and RECREATION
Barbara Y. Shinpoch, Mayor John E. Webley, Director
1
M E M O R A N D U M
TO: Abdoul Gafour, Utilities DATE: August 26, 3987
FROM: Randy Berg, Staff Designer
SUBJECT: New Sewer - Old Septic Tank at Maplewood Golf Course
This memo is to confirm that the Parks Department is aware of and in
favor of leaving the existing septic tank system in place at the
maplewood Golf Course Clubhouse . With, the new sanitary sewer
line conncected to the clubhouse, the old septic tank can serve as a
grease trap. Cleaning two or three times a year should be adequate
to keep the grease out of the sewer. This will become a regularly
scheduled maintenance operation for us.
RB:sb
200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2560
MERIWETHER LEACHMAN ASSOC. -c• CONSTRUCTION LX BUT Sheet o �f
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Proiect Location_ltAele ❑ Grading M Sanit.
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City of Renton . Public Works Department
S-405 Maple Wocd Golfcourse Sanitary Sewer
Schedule A
BASE 911)
SCHEDULE OF PRICES
(NOTE: Unit prices for all-items, all extenttons and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Writtea in Words) DOLLARS CTS. DOLLARS T
i Schedule A
01. r( Manhole, 48 Inch Diameter with
Each Locking Lid
I
E
Per Each (Words) (Figures)
02. A� Manhole, 48 Inch Diameter Extra
Vert. Foot Depth
f
� Per Vertical Foot
D 15 inch Sanitary Sewer Pipe
Lineal Foot
Per Lineal Foot
1 Connect to Metro Manhole and
Mach- Replace Existing 12 inch Stub with
15 inch Stub (Metro MH R10-36)
E i
Per --fisdw
Pipe Foundation Gravel
Ton
f
Per Ton
6040- Bank Run Gravel for Trench
Ton 8eckfill
f_
Per Ton
1 TV Inspection
Lump Sum
E
Per Lw.,p Sum
Page 1
Clty OT Renton • PohI IC Work; Department
S-405 Maple Wood Golfcourse 5anitary Sewer
Schedule A
BASE BID
SCHEDULE OF PRICES
(NOTE: Unit prices for all-Items, all estentlons and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM WITH UNIT=PRICED8110NO• QUANTITY (Unit Prices to be WFT PRICE AMOUNTRS CTS. DOLLAR T ,
schedule A
1 Contractor Provided construction
Lump Sum Staking A.,; qy ,iu•�r ,.,on.s
$
Per Lump Sum (Words) (Figures)
Subtotal Schedule •• A•• E
8.1% Sales Tax S
Total Schedule •• A•• E
IO � ZLGJ '� YU iLo - SrEHro....,`• `7c,c' So`t
�Q.Yra-
d
i
Page 1
1
- City of Renton . Public Works Department
5-405 Maple Wood Colfcourse Sanitary Sewer
Schedule B
ADDITIVE A
SCHEDULE OF PRICES
(NOTE: Unit prices for all items, all estentions and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed words shall prevail.)
FNO
APPROX. ITEM WITH UNIT PRICED BID
QUANTITY (Unit Prices to be Written in Words) UNIT PRICE AMOUNT
DOLLARS CTS. DOLLARS CT .
Schedule DJO Manhole, 48 Inch Diameter with
Each Locking Lid
E
Per Each (Words) (Figures)
utsltla.0r s
440 6—
Each np..Cr+nnea4loo ^rt�"`
S
Per Each
E
Per Lireal Foot
-Ja* ' 185 15 inch Sanitary Sewer Pipe
Lineal root (Ductile Iron class 52)
f
Per Lineal Foot
0. 200 c
eel
f i
Per Lineal Foot
0 2 r 6 inch
Ce roo Rriinng- and dC uver .t,ty.
ach 2.. �....,a � T... C ....
f_
Per Each
r f
107. )F,. skft sews BonnagtleMsxfoa -
\\ Each c- Clubs f
E
Per Each
Page 5
City of Renton . Public Works Department
5-405 Maple Wood Golfcourse Sanitary Sewer
Schedule B
ADDITIVE /
SCHEDULE OF PRICES
(NOTE: Unit prices for all items, all extentions and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed wands shall preva(L)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
N0. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLAR T
Schedule b _
�BBL, .- Side/S or_an4•-Connection fnr'Fxl_
Each Re61d'ertces
E '
Per Each (words) (Figures) — -- -
• 1 Creek Crossing with
Lump Sum Bored Steel Casing Pipe or
Stream Diversion
E
Per Lump Sum ""- --
iJ. 300 Pipe Foundation Gravel
Ton
b
Per Ton -- ----------- -----
11. 2000 Bank Run Gravel for Trench
Ton eackfill
E
Per
12. 100 Crushed Surfacing Top Course
Ton 5/8 Minus
E
Per Ton -'--.- ---
13. 100 Asphalt Cement Concrete Class B
Ton for Pavement Patching
Per Ton -
"&0100a
14. 5 L# Loose Rip Rap
Ton
t
Per Ton - - - -- - --
Page 4
FUnItC Works nepartment
5-405 Maple wood Dolfcourse Sanitary Sewer
Schedule 8
ADDITIVE
SCHEDULE OF PRICES
(NOTE: Unit prices for ailitems, all eztentions and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS.- DOLLARS CTS,
Schedule B
i"g• I TV Inspection
Lump Sum
S
Per Lump Sum {words) ("Igures)
�T �pi1c-link
E
Per Each—
Contractor Provided Constcuctlon
Lumn Sum Staking A•o AA au..-,r neMS
E
Lump Sum ----- — --
Subtotal Schedule
R. 1% Sales Tax E
Total Schedule
Page 5
Gi ly U i ne 0L r•uui ,u nurres ueparc men x
S-405 Maple Wood Gol Fcourse Sanitary Sewer
SCHEDULE OF PRICES
(NOTE: Unit prices for all-items, all extentions and total amount of bid
must be shown. Shou unit prices in both words and figures and where
conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO . QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS.
Total Sched�i a "A"
Total Schedule "B" g
Total Schedules "A"
i
Page 5
i
�ctia� �1leyca
y
TO: T !��bD7 G PLEASE CALL
FROM: p/ FOR YOUR INFORMATION
'❑ FOR ACTION
DATE: TIME: ❑ FOR APPROVAL
I•I ❑ FOR SIGNATURE
RE: q YOUR RECOMMENDATION
_ ❑ PER OUR CONVERSATION
PHONE A : ❑ PER YOUR REQUEST
i C�dEf/V` Cl READ AND RETURN
❑ READ AND ROUTE TO FILES
COMMENTS : '�„�^��„`,�"''�j"7 ��1�,", q ATTACH MATERIAL. E RETURN
,,,
C t r bib ❑ FORWARD Tv
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SPECIAL PROVISIONS
CITY OF RENTON
Maplewood Golf Course Sewer
SPECIAL PROVISIONS
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.5 GAME FISHERIES AND ECOLOGY REGULATIONS (SUPPLEMENTAL SECTION)
DELETE: Entire paragraph 3: -If work in 1 through 3 above differs little from
that specified in the contract, etc."
ADD: -Work in I through 9 above will be incidental to contract pay items."
"The Contractor shall comply with all the regulations of the permit
issued by the Department of Fisheries regarding sewer construction
adjacent to the creek and including the creek crossing."
1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION)
PAYMENT. All costs for the protection and repair specified in this section are
incidental to the contract. The Contractor shall include all related costs in
the unit bid prices of the contract.
1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (-SUPPLEMENTAL SECTION)
The Contractor shall insure ingress and egress for vehicular access during all
phases of construction for emergency vehicles to the Golf Course Club House and
all otter buildings within the golf course property.
7-17 SANITARY SEWERS
7-17.2 MATERIAL (SUPPLEMENTAL SECTION)
IN PARAGRAPH 1 DELETE: All pipe materials except Ductile Iron and PVC (Polyvinyl
Chloride).
IN PARAGRAPH 4 DELETE: All pipe material sections except PVC Sewer Pipe
9-05.12 and Ductile Iron Sewer Pipe 9-05.13.
7--17.3(3) BACKFILLING SEWER TRENCHES (SUPPLEMENTAL SECTION)
During construction of the sewer pipe from MH 5 to MH 6, the trench backfill
shall be 100%, at the conclusion of each days constr%_,tion, on all areas within
the asphalt pavement. The coat for providing 100% backfill shall be included
in the bid item Brice for 15 inch sanitary sewer pipe.
7-17.3(2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECTION)
The Contractor shall construct 6 and 4 inch side sewers from the sewer interceptor
or lateral to serve the club house and the three residences. The minimum grade
for the side sewers shall be Lwo percent (2%). The side sewer connections to
serve each building must be made between the soil pipe and the septic tank.
All cost involved in locating the soil pipe and septic tank, for each side
seo+er connection, shall be included in the bid item Price for side sewer pipe.
Side sewer connection shall not start until the 15 inch sewer interceptor and
the 8 inch sewer lateral have been constructed, tested, flushed and deemed
ready for use by the Engineer.
The cost of all 6 inch and 4 inch side sewer fittings required for the complete
installation of each side sewer, except for tees or wyes, shall be included in
the bid item price for side sewer pipe.
The cost involved in testing the side sewers shall be included In the bid item
price for side sewer pipe.
7.17.3(2)J METRO MANHOLE CONNECTION (SUPPLEMENTAL SECTION)
f The Contractor shall. acquaint himself with and comply with the regulations
{ contained in the permit issued by METRO and also with the regulations contained
at the back of thle Special Provisions for connection to METRO MHR10-36. The
Contractor shall replace the existing 12 inch stub with a 15 inch stub. All
I work involved in the compliance with the permit regulations will be incidental
to �ae contract pay item.
7-17.3(2)K PUMPING AND FILLING SEPTIC TANKS (SUPPLEMENTAL SECTIO'J)
After all side sewers Are constructed, tested and accepted ready for use by the
Engineer, each septic tank must be pumped out with the sewage properly disposed
of, the septic tank tops must be crushed and the septic tank filled with dirt
and/or sand. There shall be no voids in the backfill of each septic tank.
Plug each septi,; tank outlet with a 1 foot section of mortar. All of the work
described in this supplemental section shall be included in the bid t em price.
I
7-17.3(3)L BANK RUN GRAVEL FOR TRENCH BACKFILL (SUPPLEMENTAL SECTION)
III Bank run gravel for trench backfill shall consist of aggregate for gravel base,
as specified in Section 9-30.7C.
(DIRECT CONNECTION LEETER PER RESOLUTION NO. 2933)
Date:
(Local Public Agency)
(Address)
Gentlemen:
Sanitary Sewers -
Satisfactory certification pursuant to terms of Metropolitan
Council Resolution No. 2933 and construction plans for the
above project have been submitted and reviewed. The plans
are hereby approved, subject to .the following:
1 . Mr. Jim Hawthorn of this office (phone 447-6676) shall
be notified at least two working days prior to construc-
tion in the vicinity of Metro's
2. During construction, no debris shall be allowed to enter
Metro's
3. The manhole shall be unloaded all around or structurally
supported during construction to avoid unbalanced soils
loading.
4 . Plans for dewatering adjacent to Metro facilities shall
be submitted to Mr. Jim Hawthorn for Metro review and
approval at leant five days prior to construction.
5. The connection to the _
shall
not be backfilled until it has been ispected and approved
by Metro.
6. Metro does not guarantee the location, diameter, or
stub invert elevation; therefore, a field verification
is recommended prior to construction.
If no connection stub exists :
7. The new connection to the manhole shall be mad? by core
drilling and use of a Kor-N-Seal Boot as distributed•
by P.I .P.E. , Inc. , 4601 South Orchard, Tacoma, Washington
98409 , (206) 623-7772.
8. The connection shall be plugged and not put into service
until the tributary system has been cleaned, inspected,
tested, and approved by the
(District)
9. Other:
Upon completion of the project , please furnish the Municipality
with a copy of the test results.
Very truly yours,
Alan J. Gibbs
Executive Director
By:
I
Richard K. Sandaas, Director
Technical Services
RKS:.7EH:ae
cc: Department of Ecology
1
now
GENE COULON PAR: TRENCHING, BACKFILLING
CONTRACT ONE AND COMPACTING
SECTION 02221, PAGE 2
C. Where a firm foundati3n is not encountered at the grade established,
due -o soft, spongy, or other unstable soil. , such unstable soil
under the pipe and for a width of at least one diameter on each side
of thk: pipe shall be removed to the depth directed by the Architect
and replaced with gravel or other suitable selected material pro-
perly compacted to provide adequate support for the pipe.
3.02 BACKFILL
A. Backfilling shall be carefully done in such a manier as not to
disturb or damage the installation. Not until pipe joints have set,
piping has been tested, and the installation has been inspected and
approved, shall trenches he backfilled. Backfill shall start as
soon after approval as possible to avoid damage to finished work.
If finished work is damaged prior to and during bdckfilling ope.•a-
tions, such work shall oe replaced or repaired and retested before
backfilling is continued.
B. The backfill from the bottom of pipe to the horizontal diameter
shall be made with budding material. From the horizontal diameter
of the pipe to a point one foot above the top of pipe, backfill
shall be made with approved backfill material.
C. Both bedding and backfill material shall be carried up evenly on
both sides of the pipe simultaneously in approximately 6-inch
layers and thoroughly compacted.
D. Backfill material from one foot above the top of pipe to grade shall
be carried up in even layers not to exceed 12 inches in loose
thickness, except layers in the top 2 feet shall not exceed 6 inches
in loose thickness. Each layer shall be thoroughly compacted with
mechanical tampers to 95% compaction.
E. Take special care to compact the backfill under services where they
' shall enter buildings and manholes to prevent settling. The
Contractor shall be fully respons 'ble for any damages to piping or
property as a result of settling around service lines. Water cannot
be used for compactien without written approval of the Architect.
3.03 SHORING AND PUMPING
A. All excavations shall be shored and braced by suitable methods and
materials to prevent danger to persons or structures or injurious
caving and erosion if required by the depth of excavation or safety
regulations. Excavations shall he maintained free of water until
pipe is bedded and anchored. All necessary pumping equipment,
Dower, materials and qualified personnel shall he furnished b; the
the Contractor as required.
END SECTION 02221
GENE COULON PARK LAWN SEEDING
CONTRACT THREE SECTION 02821, PAGE 1
PART ONE - GENERAL
1 .01 SCOPE
A. General
Furnish all labor, equipment, materials and supplies
and perform all c,p• rations to install and establish
seeded lawn.
B. Alternate Bid
Work covered in this section is for purposes of Alternate
Bids only, see Section 01100 . Under the Base Bid all
lawn is sodded, see Section 02822.
1. 02 RELATEL WORK IN OTHER SECTIONS
02200 Earthwork
02750 Irrigation
02800 Planting
1 .03 QUALITY ASSURANCE
A. Qualifications of Workers
Provide at least one person who shall, be present at
all times during execution of this portion of the
Work, who shall be thoroughly familiar with the type
of materials being installed and the proper materials
and methods for their installation, and who shall
direct all work performed under. this Section. This
person shall have a minimum of 5 years experience in
handling lawn sod.
Staff shall be of sufficient size to be able to fur-
nish required materials, deliver, plant and install
all materials as shown on plans and promptly expedite
the work. Upon request by Architect, submit statement
listing quantity and type of equipment proposed for
use on the job and the positions and competence of
workers employed.
B. Standards
1 . All seed shall be state of Washington Certified
Turfgrass Grass Seed.
2 . All seed containers shall list the following
informa'.ion
a. Name of Producer or Seller
b. Lot• Number
C . Common name of the variety
GENE COULON PARK LAWN SEEDING
CONTRACT THREE SECTION 02821, PAGE 2
1.03 QUALITY ASSURANCF (Continued)
B. Standards (continued)
d. Percentage Purity of each species
e. Percentage Live Seed of each variety ex-
pressed by germination
f . Percentage of weed or crop seed
g. Percentage inert matter
h. Date when seed was last tested for germ-
ination
3 . Seed shall meet all minimum requirements of Wash-
ington State law for Certified Turfgrass seed.
1.04 SUBMITTALS
A. General
Comply with the provisions of Section 01.340 .
B. certificates
Deliver to Architect certificates demonstrating com-
pliance with seed quality standards (103.B. Standarfl_) .
1.05 SEEDING SC:'.FDULE
Submit a proposed schedule to Architect for approval at
least 30 days prior to start of work under this Section.
1 .06 PRODUCT HANDLING
A. Delivery and Storage
;. Furnish standard products in manufacturer' s
standard containers bearing original labels
showing quantity, ana7.ysis and name of manufac•-
turer.
2. Store products with protection from weather or
other conditions which would damage or impair
the effectiveness of the product.
1 .07 SEEDING SEASON r
Seeding may take place only during the period beginning
April 1st and ending October 15th.
M
GENE COULON PARK LAWN SEEDING
CONTRACT THREE SECTION 02821 , PAGE 3
1.08 CLEAN UP
Keep all areas of work clean, neat and orderly at all
times. Keep all paved areas clean during planting and main-
tenance operations. Clean up and remove all deleterious
waterials and debris from the entire work area prior to
Final Acceptance to the satisfaction of Architect.
1. 09 LAWN ESTABLISHMENT PERIOD
A. Lawn es_ablishment period shall begin immediately
fol-lowing seedinq and shall include any necessary water-
inq, weed control, or repair and reseeding of any
damaged or non-germinating areas.
B. General
it
The Contractor shall furnish all labor, material and
equipment required to complete the work described here-
in in strict accordance with the drawings and/or terms
of the contract. The general contractor shall supply
adequate water to the site .
C. watering
The Contractor shall provide all labor and arrange for
all watering necessary fox establishment of the seed.
In the absence of adequate rainfall , watering shall
be performed daily or as of ,-.en as necessary and in
sufficient quantities to maintain moist soil to a
depth of at least 4 inches. Watering should be done
during the heat of the day to help prevent wilting.
D. Mowing
1. The first mowing shall take place when the lawn
reaches 3 inches in height. Cutting height shall
be 2 inches.
2. Mow lawn a second time when it again reaches 3
inches in height. Cutting height shall be 2
inches.
E. Disclaimer
The Contractor shall not be held liable for damages
incurred to lawn caused by deicing compounds, fertil-
izers, pesticides and other materials not applied by
him or under this supervision nor those caused by
acts of God or vandalism.
GENE COULON PARK LAWN SEEDING
CONTRACT THREE SECTION 02821, PAGE 4
1 .10 FINAL ACCEPTANCE
A final inspection will be held between Cont -tot and Owner
or owner' s representative following the second mowing.
Acceptance of lawn seeding shall be based on a uniform stand
of grass. Areas of one (1) square foot or more which are
bare or not having a uniform grade of grass shall be re-
seeded by the Contractor . Reseeding shall conform to all
specification requirements. It shall be the Contractor' s
responsibility to notif'_v the Architect 24 hours prior to
the anticipated meeting.
PART TWO - MATFRIALS
2.01 SEED w
A. Washington State Certified Turf Grass Seed.
B. 70% Marion Bluegrass
30% Red Fescue
(Percentage to be by quELlity, not weight of seed. )
2 .02 GROUNC BARK SOIL AMENDMENT
A. Shall be ground fir or hemlock bark, free from weed
seeds, sawdust and splinters or other debris. It
shall not contain resin, tannin, wood fiber, or other .
compounds detrimental to plant life.
B. Ground Bark shall meet the following gradation require-
ments:
Percent Passing Sieve Sizes
95 - 100 4 inch (6 .35 mm)
80 - 100 No. 8 (2 .38 mm)
0 - 3C N:,. 35 (500 micron) ■
C. Analysis
At the discretion of the Architect, obtain analysis
from an accredited soils laboratory at Contractor' s
cost. Submit results of analysis to Architect for
approval .
2.03 BANK SAND
A. General .
Sand shall be naturally occurring bank sand held to
the following tolerances:
i
GENE COULON PV K LAWN SEEDING
CONTRACT THPE: SECTION 02821, PAGE 5
2. 03 BANK SAND (continued)
A. GE:neral (continued)
Sieve Percent Passing
3/4" 100%
# 4 95 - 100%
#10 90 - 100%
#80 0 - 20%
#200 0 - 68
I Sand
Sand shall be free of any materials detrimental to
plant life .
C. Analvsis
At the discretion of the Architect, obtain analysis
from an accredited soils laboratory at Contractor' s
cost. Submit results to Architect for approval.
2.04 FERTILIZER
A. General
Standard commercial grade of organic or inorganic
fertilizer containing the percentage of total nitro-
gen, available phosphoric acid and water soluble po-
tash in amo•int specified below. Furnish in standard
unopened containers with weight, name of plant nutri-
ents and manufacturer' s guaranteed statement of analysis
clearly marked, in accordance with state and federal
laws.
B. Soil Amendment Fertilizer
Shall consist of the following percents by weight and
shall be mixed by a commercial fertilizer supplier.
Amount per 1000 S.F.
30 lbs. nitrofrom
12 lbs. superphosphate (0-10-0)
8 lbs. Potassium sulfate
50 lbs. Dolomite limestone
C. Top Dress Fertilizer
Complete fertilizer, fifty percent of the nitrogen to
be derived from natural organic sources or ureaform.
Available phosphoric acid shall be from super-phosphate,
GENE COULON PARK LAWN SEEDING
CONTRACT THREE SECTION 02821 , PAGE 6
2.04 FERTILIZER (continued)
C. Top Dress Fertilizer (continued)
bone or tankage. Potash shall be derived from muriate
of potash containing 60 percent potash.
21% nitrogen
78 Phosphoric Acid
14% Potash
2 .04 DOLOMITE LIME
Agricultural grade mineral soil conditioner containing
35% minimum magnesium carbonate and 49% minimum calcium
carbonate, 100% passing No. 65 sieve. Kaiser Dolomite 65
AG or approved equal .
PART THREE - EXECUTION
3.01 SEED BED PREPARATION
A. Cultivate Existing Soil
Cultivate existing soil to a depth of 12 inches and
remove stones over !0n diameter, roots, clods, weeds,
or other extraneous terial .
B. Add Amendments
Apply amendments at the following rates per 1 ,000
square feet:
1. Ground Bark Amendment
12 cubic yards per 1000 S.F. or 4 inch depth
ground bark in the quantities specified above
shall be the soil amendment for all planting and
lawn areas except as specified in 2 below.
2. Bank Sand Soil Amendment
12 cubic yards per 1000 S.F. or 4 inch depth bank
sand shall be substituted as a soil amendment only
within those areas selected by the Architect upon
field inspection of existing soils. The Con-
tract amount will be adjusted based upon the
amount of amendment substituted and the unit prices
bid for Bank Sand and Ground Bark.
3. Soil Amendment Fertilizer at the rate specified
in 2. 04B.
M
i
I GENE COULON PARK LAVIN SEEDING
CONTRACT THREE SECTION 02821, PAGE 7
3.01 SEED BED PREPARATION (continued)
C. Incorporate thoroughly iith top 10 inch soil layer.
Bring amended soil to finish grades and elevations
shown on Contract Documents. Do not work soils under
frozen or muddy conditions.
Remove stones over " diameter, roots, clods, weeds,
or other extraneous material .
D. Finish Grading
iFinish grade all areas to requirements specified on
grading plan , Sections and Specification Section 02200,
Earthwork.
E. Rolling and Raking
Roll seed bed with a water ballast roller weighing
60 to 70 lbs. per linear foot. Rake to remove stcneF
or debris with any dimension greater than � inch and
bring finish grade to one inch below tops of curbs,
walks, existing sod or other horizontal surfaces.
Final grade shall be free of any depressions holding
water anC shall have a uniform slope.
F. Seed immediately after rolling.
G. Soil Analysis
At the discretion of the Architect, obtain soil anal-
ysis of amended soil from an accredited soils labor-
atory. Costs of testing to be paid for by Owner.
Submit results of soil analysis to Architect prior
to beginning any sod placement.
3.02 SEED APPLICATION
A. Seed shall be broadcast uniformly by mechanical hand
seeder, or by other approved equipment at the rate
specified in paragraph B, below. Half the seed shall
be sown with the sower -owing in one direction and the
remainder shall be sown with the sower moving at right
angles to the first sowing. Cover seed to a d,:p*-h of
1/8" by means of a rake, or other approved device
i (See C. below for alternate cover) .
B. Apply specified seed mixture at the rate of 6 pounds
1 per 1,000 square feet.
C. Apply a finely ground peat moss or other approved mulch
to a uniform death of not more than 1/8 : if seed is
not otherwise covered.
GENE COULON PARK LAWN SEEDING
CONTRACT THREE SECTION 02821, PAGE 8
3 . 02 SEED APPLICATION (continued)
D. Roll entire area with a roller weighing 50 to 90 pounds
per linear foot of roller.
E. Immediately after rolling, saturate upper four (4)
inches of soil using fine water spray taking care not
to displace seed or mulch.
3.03 TOP DRESS FERTILIZER
Following the second mowing but prior to final acceptance,
apply top dress fertilizer at the rate of 7 pounds per
1000 square feet.
END, SECTION 02821
' i C1EMC1RANpUM
DAVE TIBBOT
TO: Engineering Division DATE FEBRUARY 20, 1987
FROM: Building Division
SUBJECT: LANDSCAPING FOR MAPLEWOOD GOLF COURSE STREAM
ADDRESS:
COMMENTS: Per your request, here are some plants that could be used along the
golf course stream for it's restoration:
1. Vaccinium vitis-idaea Cowberry,Lingonberr
A low evergreen shrub, good in damp areas. Plant with one (1) gallon
size containers, approximately 30 inches apart.
Approximate cost per plant installed: $6.CO.
2. Iris sibirica (Siberian Iris
Flowering plants, 2-3;, feet tall , good in damp areas.
Plant in groups of rhizomes.
Approximate cost per plant installed: $3.00. I
INSPECTOR J �^^
crass,Pages S-as per Piarlerre tied Carr.payrr 30 96 I1 r, 333
ruler cover- BEARDLESS IRIS(; Pacorc Coast roses
purple flow. I his trout)vane,in alzn, appearaere and gnrdi-n lase D.slin 1 uuuwm4 4 sPe1.u"•nabvi•to Pm dr.Lure.ur u•.r of m w,''ern
April, or late ,juished by lack of beard Ihdis of hair.on fall,.(. rhizomes with (I•Inlens `.N•lecbunb anti hyonds ill Ihusr nISe4 ANo avai—Ilh-
. blue oree0 m.iny finrous ii need lot moisture some need much mnln Iwm spi-t inhsis Where summer h•rnpeintila'Sate high and•.il15
culture. Cut than others heavy, there Insrs arc dMILuil to (4row. (liar tht•ei light •,hale
1 Obtainable. I.frots"Ssifna.GIADWIN Inns Hardy iris with eve green leaves and lighten soil with organic malarial Under thrv.e cor ibbons
Is.'Harmuny' to 21t ill smelling ofbrulsed Stems 1-1`2 It tall spring bowers snlecimns and hybrids of I douslaswna in- tuugher than lh:-
hrple These unshowy.subtly attractive in shades of blue gray and chartreuse others Good in rock gardens.
:e but bright to rare form is pale yellow) Reai aitraclion is large seed capsules 1. douginslana. Zones 4-24 Native to California Least from
leap In well. which open in aul.inn to show numerous round,scarlet seeds. Santa Barbara north to Oregon Large clump of evergreen
admaed by flower arrangers.The, also orhnge and yellow i-Ilz-it leaves. Stems 1-2 ft.. often branched, with 2 to 3 or
24 Plant to selected forms. Plant will grow in sun or quite deep shade more flowers in white.cream. yellow,or lavender blue to deep
y texture of needs little care,extremely drought resistant reddish purple Naturalize on banks, in fringe areas of garden.
ch ins) are 1. enseta (formerly its, k templed. Full sun or light shade: tolerates many soils Once established,
no yellows. JAPANESE INSGraceful, upright sword r i withstands summer drought but will also accept some summer
Cool, acid shaped leaves with distinct raised miti water
hers find rt Stems Ill 4 11 bear 1,2,or more large 14-12 i ' •.- 1.Innurtllnab.Zones 4-24 From mountains of northern Cali-
atIsfiahieto m).flat,velvety,single or doublo flowers in - forma, southwestern Oregon Clumps of evergreen. IS-in.
late June-July. Colors are purple, violet, s. ;,1^ leaves.Flowers on 6-10-In.stems,clear yellow to orange.Laven-
am. its surr pink. rose, red, or white, often edged in t / der. purple. brick red. Best forms are golden yellow with
not grown contrasting shade. i{ brown stripes. Woodland or rock garden plant.
many van. Use in moist borders.at edge of pools or I 1.munall. Zones 5-9. 14-24.Native to Sierra Nevada foothills
Ing kinds, streams, grow in boxes or pots plunged ` in Tulare County, California. Gray green leaves to 2 It. Large
two weeks halfway to rim in pond or pool during grow- lira ensara lavender bluo to deep blue flowers on 210t stems in spring.
tch Irises. Ing season Plant in fall or spring. Set Best forms nearly true sapphire
oh irises to. rhizomes 2 in deep.18 in.apart In rich,moist,acid snit Provide 1. tenaa. Zones 4-17. From Washington and Oregon Dense
sun in cool-summer areas,light shade in warm sections;shelter clumps of 6-12-in. leaves that are deciduous, Dainty flowers,
�5 from wind: lot; of water while growing and blooming. Not dark purple blotched while.blue,lavender,pink,apricot,cream,
adapted to hot, dry climates. It soil or water Is alkaline, apply and white on 6-12•In. s.jms Rock garden. Porous Boll, sun or
aluminum sulfate or ,,on sulfate(1 oz. to 2 gal. water)several light shade.
times during gruwaig season. Divide .rewded clumps in late Stil le Irises
summer Or fall. Use rhizomes from outer edge of clump, cut This name was originally given to a group of species with
back foliage hallway. replant quickly. similar habits, flower form, and culture. Of those only I. often-
; A 1.mha0oflanSla.WESTERN BLUE FLAO. Native to meadows and :at,-, usually sold as I ochroleucs, is much grown today It
7 streambeds th:ougho it the West, including Rocky Mountains. grows 3-5 ft. tall, and its white flowers have deep yellow
Grows 1-2 ft. tatl. Spring flowers nearly 3 in. vide. Palo blue blotches on the falls. Improved hybrids are replacing the
lavender or white,veined bluish purple. Full sun to light shade species. They vary in height from 2-6 ft. They have somewhat
Established clumps tolerate drought after blooming season large flowers than the species and come in many shados—
ch Iris 1,paeudeeorus.YELLOW FUG,YELLOW WATER IRIS.Tell(leaves yellcw,buff,bronze,lavendei.blue,chartreuse white.
to 5 ft.. flower stems to 6-7 It.) iris with 2-3-in. bright yellow Ali form clumps of stiff, erect. narrow, deep green leaves.
19 growth flowers(there are forms with ivory-colored flowers).Needs acid. Flowers, similar to Dutch irises, form on one side of tall rigid
lbs;n cool, damp to wet soil.Thrives in shallow water.Decorative in pools or stems,bloom in spring.early summer.Stately plants Ili borders,
)re than 2 at edges of ponds.Full to light shade.Can seed itself prolifically for cutting. Full sun or light shade. rich soil, ample moisture
pot. become a pal in favored loear.ons, unless seed capsules are while growing,little or no summer water needed. Best dividing
t as Dutch removed time is early fall. Difficult to dig after firmly oste9haned. Bost
tosses be- i 1,sibill SIBERIAN IRIS. Graceful iris for perennial borders, performance on established clumps. Plants often fail to bloom
fingdana cut flowers. Leaves somewhat grassy, narrow. erect. 1-21 a ft first year after dividing.
slow mark- nigh Flower stems 2-344 It.Flowers shaped like those of Dutch
,y are also rises appear as melsesson bearded irises fade;range from pale BEARDED IRISES
Oul;tand- to deep blue,pe:ple,purple red.or white;excellent named van- Probably most irises grown fail into this group Many SpeCIOS,
ant behind eves Full sun,+:.id to neutral sod,plenty of water during grow- varieties and many years of hybridizing by growers and iris ton-
The light ing season. Need dividing infrequently; best Performance from clers have contributed to this great array of beautiful irises,All
e as'King well-established clumps. When old clumps begin to get hollow are characterized by having a beard (tuft of hairs)on the falls.
gid leaves m center,divide in September-October. Bearded irises can be separated into seven groups described
I. uiiguleulaH%(I arylosa). WINTER IRIS. Zones 5-24. Dense below.(Note that the Aril group needs slightly different cultural
clumps of narrow.dark green 1-2-ft leaves.Lavender blue flow- requirements.)
ers,with 6-9-m.tubes that look like stems,appear In November Bearded irises need good drainage,lull sun in cool climates,
shade III- (where winters are mildest)to January-March. Use along paths, light shads in hottest areas.Adapt to most soils;leading in catty
it base of in borders. In Zones 5-7, grow ne41 to sunny wall or house spring and after bloom will suffice.
ge. foundation Good cut flowers; cut in bud. let flowers open in- Plant between July 1 and October 31, in cold-winter climates
i slender, doors. Slugs attracted to flowers Sun or shade; any soil, much the earlier pan of this season is safer Near coast.plant any time
e or white Or little water To reveal flowers partly concealed by foliage.cut during this period.Set rhizomes 1-2 ft apart.with IOPlust below
WE Coot Click tallest leaves in September;also divide overgrown clumps surface;spread roots well.Rhizomes grow from end with leaves;
plantings U this time,or in March-April after flowering. point that end in direction you want growth to take. I or quick
A in rock Louisiana Irlses show, plant 3 rhizomes 12 in apart, two with growng ends
A gimp consisting of 3 or more species,mostly native to MiS- pointed outward,ltia third aimed 10 grow into the space between
,red most slssippt delta. have given rise to hybrids of great bira.ay and them.On slopes.set rhizomes with growing end lacing upward
bear pals grace Among I e species are I.fulva,with unusual coppery red Water to settle soil, start growth. Take care not to Ovefill
I.Outside color: I. gigantticacruies, great size, height.good blue color,1. later—once in 2 weeks sefficfent in most secllons,enlabhslvd
areas. breveauhs,also blue,with hardiness and flower substance Hy- clumps need only occasional watering in cool areas In we're
Flowers brids somewhat like Japanese irises,but more graceful in form, climates.soak deeply 2 or 3 times during Trot season Aber 3 or 4
ng Rich, with colors including red. white, yellow, pink. purple, blue years clumps are likely to be overcrowded.Lill anddivideatbosl
ilc noist Height ranges from 2.5 it Mulch where ground freezes. Need season lot planting in your gtow;ng area. Divide rhizumes with
anted on rich, neutral or acid soil, ample water during growing season, sharp knife,discard older woody center,plant healthy sections
partial shade in hot regions with good fan of leaves Trim ICavLS,roots 10 6 In for convonlonl
0,21 Basic Planting and Care.pages 30"ea Oinij; van, )I 111 493
ly screening With careful pruning. usefu,as a street tree V wslefel.EVERONF EN t,v 4-1' 1
e, Varieties are Brea.with larger leaves more upright habit,and green shrub Native Santa Uarbi: i.,,,r r, -,rut llu d r i• •.
vl Drake.with small leaves.Weeping hahii. Both are more or less lumbia Erect Shrub 2-3 It in sun to 6-11) '•id+ Y.",nq
evergreen True Green has small deep green leaves is round plants spreading older plants taller than wise sa , alh
Id headed more evergreen than Others ery, lustrous dark green leaves. 112-114 in long. now Vrnv.th
Y Word of caution. Siberian elm is sometimes sold as Chinese bronzy,Flowers(March-May)arc while or pinkish Berries black
$ elm Siberian elm flowers in spring.has stiffer habit and thinner. with whitish bloom, good in pies,jams.jellies. syrups
less glossy leaves. Best in partial shade,will take full sun in cool-summer areas
U.Pr*COFS.ENGLISH ELM Zones 1-11. 14-21 To 1201t Suck. Can be trimmed into hedge or grown in container.Cut branches
ers profusely. Tall trunk with broad or tat; dense crown of popular for arrangements
branches Foliage holds dark green color later in fall than V.Parvllogum.RED HUCKLEBERRY. ZOrres 2-7.14-17.Decidu-
American elm. Same precautions apply to this tree as to Ameri. ous shrub. Native Sierra Nevada and northern California Coast
can elm Ranges to Alaska. Slow growth to 4-12, rarely 18 ft Branches
U.PUBI SIBERIAN ELM.All Zones Most useful in Zones 1-3 are green,thin. on spreading or cascading plant with intricate,
10, 11 To 501t. Leaves 4a-2 in long. 113-1 in. wide.dark green, filmy winter silhouette. Leaves thin, oval. 1 F-3• in long. light
smooth Extremely hardy and tough. enduring cold. heat, green. Flowers greenish or whitish.April-May, fine for arrange-
drocght, and poor soil. Under worst conditions grows slowly. ments. Berries clear, bright red, showy, and delicious in jams,
may even be shrub. As fast-growing tree is sunable for jellies.and pies. Needs highly acid humus sod.moisture.partial
windbreaks or shelterbe;ls Has brittle wood,weak crotches,and shade.
is not desirable as single garden tree.Root system,raublesome V.vilis-idala.COWBERRY,FO%BERRY. Zones 2-7. 14-17_ Ever-
in gardens.but possibly useful in holding soil in problem c as green shrub Slow growth to 1 it.tall,spreading by underground
against wind or water erosion. Papery, winged seeds asperse runners to 3 ft. Leaves glossy, dark green. 13-1 in long, new
seedlings over wide area. growth often brightly tinged red. orange. Flowers, clustered
white or pinkish, bloom in May. Edible sour, red berries are
something like tiny cranberries, are esteemed for preserves,
UMBELLULANIA CB111tlrMCa. CALIFORNIA syrups. Handsome little plants for small-scale ground cover,in-
V. LAUREL. CALIFORNIA BAY, OREGON MYRTLE. formal edging around larger acid-soil plantings. Good in wet
PEPPLRWOOo Evergreen tree. Zones 4-10, L areas.With ample water,will take full sun in cool-summer areas.
Ut 12-24.Native t0 southwestern Oregon.Cal- V.V.minus.MOUNTAIN CRANBERRY,i INGONBERRY,is smaller,With
;t. ifornia Coast Ranges. lower elevations of leaves Intl in. long. Attractive container plant.
h- Sierra Nevada. In the wilds it varies from
to huge gumdrop shaped shrub (on windy
ry hillsides near coast)to tall and tree-ranging VALERIANA ofgeinalis. VALERIAN, GARDEN
tree 75 ft high and over 100 ft wide (in i_- s� HELIOTROPE. Perennial herb All Zones.
n forests) Leaves era 3-5 in.long,1 in.wide. y True heliotrope is Heliotropum. Cenhan- 11^ �•
if pointed at tip. medium 10 deep yellow - 1 .1 thus tuber is caged red valerian. Both of
S. green and glossy on top, dull light groan t these plants are more common than Vat q
Te beneath. /' shade olficinaas. Tall straight stems grow
is. As sure identification.crush a leaf—if it's to about 4 ft. high. Bulk of leaves remain
)y this plant it will be powerfully aromatic. A UnalkillWana fairly close to ground.They are light green,
Ii, little of the crushed fragrance is pleasant, calrromica in pairs that are further divided into 8-10
u- but too much can cause a headache pairs of narrow leaflets.Tiny fragrant flow-
Leaves are sometimes used as more potent substitute for true ers are white,pink,red,or lavender ulue,in
to rounded clusters at ends of stems. Plant
bay leaves lusters give pla m soups and stews. Tiny yellowish spreads and can become invasive. Roots dull:
es flowers in clusters give plant yellowish cast in spring. They are orhrnsw
u- followed by olivelike,green, inedible fruit that turn purple. are strong smelling.
In gardens, plants tend to grow slowly (about 1 ft. a year;to Plant in sun or part shade. Start new plants from seeds or
III 20-25 ft. high and as wide, Grows best and fastest in deep 5011 divisions-Grow in mixed herb or flower borders but don't allow
In with ample water,but tolerates many other conditions,including it to crowd other plants. Use cut flowers in arrangements.
ut drought.Will grow in deep shade and ultimately get big enough V.rubs.See Cenfranthus.
Fe to become shade maker itself—casts very dense shade unless _--- -- ----�-- -`"---"
Tg thinned. Always neat, Good for screening, background plant- VALLOTA apecioaa. SCARBOROUGH Uty. ^ i
ings. or tall hedges. Often multitrunked. Good patio or street Bulb. Zones 16, 17, 23, 24 outdoors; any-
or tree when thinned to one or a few trunks. where in containers.Native to South Africa. 1
gn _ _
-- ----------- ----- Strap shaped evarg ^)n leaves are 1-2 ft
M UMBRELLA PINE.See Seiadepitys vertic0lafe. long. Clusters of br.ynt ciange vermilion, ,
is- funnel shaped.21 F-3-in-wide flowers grow
ul UMBRELLA PLANT.See Cyperus sitermtWous. on 2-ft stalks Blooms summer and early
_ ,_ — fall. White-flowered form rarely available
v1 . n
Magnolia triPafsla, ScAeffivra Survives out fr doors where frosts are very
in UMBRELLA TREE. See Ma g fight and infrequent; succeeds even in Veeore speuosa
to
actrnophylle. competition with tree roots. Excellent con-
s
----- "------- ------- tainer plant. Plant June-July or lust slier flowering. Sat bulbs
1g.e URBINIA sywWdea. Sea EcAsvaria with lips just below surface.Use smallest pots,ossitse.repot or
. agavoidea. divide only whan absolutely necessary,blooms best when roots
re
re are crowded Prefers light shade,tolerates full sun along coast
Fertilize monthly during active growth. Water regularly except
es VACCINIUM. Evergreen and deciduous ,s. during semidormant period in winter and spring, but never let
to shrubs. Excellent ornamental shrubs siI plant dry Out completely.
ng clusters of bell shaped flowers and color- w- -- ---- - -
gly iul, edible fruit, which attract birds. trill re. VANCOUVERIA. Deciduous and evergreen perennials These
'as quire acid sal and ample lent mold, peat im m close relatives of Epediu have the same uses in garden.
tie moss, or ground bark. Good woodland Leaves are divided into numerous Ieallets. Flowers in late
i. garden subjects. Veccmrum u.Hum spring, early summer. In cool-summer areas will grow with little
un V.eorymbosum. See Blueberry summer water, elsewhere prefers regular watering. Attractive
COST ESTIMATE
Project: City of Renton Date: Revised 9/29/86
Subject: Maplewood Golf Course Sewer By: JC ckd D:3
Remarks: Lower Heather Downs Interceptor
Item No. Description QuantitV 1 Unit Price Cost
1. 48" Manholes 7 EA $1, 500 10,500
2 . Manhole Extra Depth 7 LF 125 875
3 . Drop Manhole 1 EA 1, 100 1, 100
4 . 15" PVC Sewer Pipe 1, 185 LF 48 56,880
5 . 8" PVC Sewer Pipe_ 200 LF 27 5 400
6 . 8" PVC Side Sewer 50 LF 24 1 2L0
7 . 6" PVC Side Sewer 185 LF 19 3, 515
S . 4" PVC Side Sewer 140 LF 15 2 . iG0
9 . 8" Surface Cleanout 1 EA �250 250
10. 6" Surface Cleauouts 2 EA 1.50 300
11. 15" r: 6" Tee 1 1 EA 100 10G
12. 8" x 6"_':ees or Wyes 4 EA 80 320
13. 6" x 4" Tres or Wyes 2 X;a 50 100
14. 4" 4" Tees or Wyes 12 EA f700
480
15. Replace Exist. 12" Stub
w/15" Stub-MH R10-36 1 EA 700
16 . 20" Dian. Steel rncasin Pipe LS 6,000 6,000
17 . Bank Run Gravel for
Trench Backfill 1 , 500 T 14 21,000
.8. Crushed Surfacing
Top Course 130 T� `18 2, 340
COST ESTIMATE 2 of 2
Project: City of Renton Date: Revised 9/29/86
Subject: Maplewood Golf Course Sewer By; JC
Remarks:
lcem No. Description Quantit Unit Price Cost
19 . As halt Concrete -
Class E for Pavement
Patchin 32 T 90 2 ,880
20 . T.V. Inspection LS 2 ,800 2,800
21 . Pump Out and Fill
Septic Tanks 5 EA 400 2,00
_ 22. Contractor Provided
Construction S'akinq LS 1 ,600 1,600
TOTAL $122 ,4AO
13% Contin ncies 12, 244
$134 684
8. 16 Sales tax 10, 910
GRAND TOTAL $145, 594
FUJIKI & ASSOCIATES, INC
Protessional Engineers
22617 76th Ave. W., Suite 107
Edmonds, Washington 98020
(206) 775-1900
October 2, 1986
Mr. Robert E. Bergstrom, P.E.
Engineering Supervisor
Public Works Department
City of Renton
200 Mill Avenue South
Renton, WA 98055
Re: Maplewood Golf Course Sewer
Dear Bob:
In response to your letter of September 18, 1986, we have met with
Don Monaghan to go over his and Dave Tibbot 's design and specifica-
tions review comments. Also, Don supplied us with the City of
Renton' s latent Supplemental Specifications (Rev. 9-1-86 ) and the
current Standard Drawings.
These design review comments along with the current Supplementa ;
Specifications and Standard Drawings are now incorpor-ted into the
original plans and the specifications.
We submi`. the following completed revised items:
1. Four ;ets of design drawing blueprints.
2. Two copies of the quantities and detailed co.c estimate.
3. Two sets of the Specifications.
4. One set ( 2 sheets) of the design original mylars.
S. Five sets of the Special Provisions to the Specifications.
As we previously discussed, the latest Hourly Minimum Wage Rates
need to be included prior to advertisement for bids.
Should you have any questions, please contact us.
Very truly yours,
TKe netts FujikiXP
President
Attachments
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SPECIAL PROVISIONS
I
i
i
CITY OF RENTON
Maplewood Golf Course Sewer
SPECIAL PROVISIONS
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO TPE PUBLIC
t-07.5 GAME, FISHERIES AND ECOLOGY REGULATIONS (SUPPLEMENTAL SECTION)
DELETE: Entire para3raoh 3: "If work in 1 through 3 above differs little from
that specified in the contract, etc."
ADL: "Work in I through 4 above will be incidental to contract pay Items."
"The Contractor shall comply with all the regulations of the permit
Issued by the Department of Fisherles regarding sewer construction
adjacent to the creek and including the creek crossing."
1-07.16 _PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION)
PAYMENT., All costs for the protection and repair specified in this section are
incidental to the contract. The Contractor shall include all reiated costs in
the unit bid prices of the contract.
1-07.23( 1) 1`UBLIC CONVENIENCE AND SAFETY (SUPPLEMENTAL SECTION)
The Contractor shall insure ingress and egress for vehicular access during all
phases of construction for emergency vehicles to the Golf Course Club House and
all other buildings within the golf course property.
7-17 SANITARY SEWERS
7-17.2 MATERIAL (SUPPLEMENTAL SECTION)
IN PARAGRAPH 1 DELETE: All EIpe materials except Ductal: Iron and PVC (Polyvinyl
Chloride).
IN PARAGRAPH 4 DELETE: All pipe material sections except PVL .'ewer Pipe
9-05.12 and Ductile Iron Sewer Pipe 9-05. 13.
7-17.3(3) BACKFILLING SFWER TRENCHES (SUPPLEMENTAL SECTION)
During construction of _he sewer pipe from MH 5 to MH 6, the trench backfill
shall be 100%, at the conclusion of each days construction, on all areas within
the asphalt pavement. The cost for providing 100% backfill shall be included
in the bid item price for 15 inch saultaty sewe. ;ape.
7-17.3(2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECTION)
The Contractor shall construct 6 and 4 inch side sewers from the sewer interceptor
or lateral to serve the club house and the three residences. The minimum grade
for the side sewers shall be two percent (2%). The side sewer connections to
serve each building must be made between the soil pipe and the septic tank.
Ali cost involved in locating the soil pipe and septic tank, for each side
sewer connection, shall be included in the bid item price for side sewer pipe.
Side sewer connection shall not start until the 15 inch sewer interceptor and
the g inch sewer lateral have been constructed, tested, flushed and deemed
ready for use by the Engineer.
The coEt of all 6 inch and 4 inch side sewer fittings required for the complete
installation of each side sewer, except for tees or wyes, shall be included in
the bid item price for side sewer pipe.
The cost involved in testing the side sewers shall be included in the bid item
price for ride sewer pipe.
7.17.3(2)J METRO MANHOLE CONNECTION (SUPPLEMENTAL SECTION)
The Contractor shall acquaint himself with and comply with the regulations
contained in the permit issued b METRO and also with the e regulations contained
at the back of the Special Provisions for connection to METRO F"RIO-36. The
Contractor shall replace the existing 12 inch stub with a 15 inch stub. All
work involved in the compliance with the permit regulations will he incidental
to the contract pay item.
7-17.3(2)K PUMPING AND FILLING SEPTIC TANKS (SUPPLEMENTAL SECTION)
After all side sewers are constructed, tested and accepted ready for use by the
Engineer, each septic tank must be pumped out with the sewage properly disposed
of, the septic tank tops must be crushed and the septic tank filled with dirt
and/or sand. There shall be no voids in the backfiil of each septic tank.
Plug each septic tank outlet with a 1 f3ot section of mortar. All of the work
described in this supplemental section shall he included in the bid item price.
7-17.3(3)L BANK RUN GRAVEL FOR TF* NCH BACKFILL (SUPPLEMENTAL SECTION)
Bank run gravel for trench backfill shall consist of aggregate for gravel base,
as specified in Section 9-30.7C.
(DIRECT CONNECTION LEETER PER RESOLUTION NO. 2933)
Date:
(Local Public Agency)
(Address)
Gentlemen:
Sanitary Sewers -
Satisfactory certification pursuant to terms of Metropolitan
Council Resolution No. 2933 and construction plans for the
above project have been submitted and reviewed. The plans
are hereby approved, subject to the following:
1 . Mr. Jim Hawthorn of this office (phone 447-6676) shall
be notified at least two working days prior to construc-
tion in the vicinity of Metro' s
2. During construction, no debris shall be allowed to enter
Metro' s
3. The manhole shall be unloaded all around or structurally
supported during construction to avoid unbalanced soils
loading.
4 . Plans for dewatering adjacent to Metro facilities shall
be submitted to Mr. Jim Hawthorn for Metro review and
approval at least five days prior to construction.
5. _he connection to the
shall
not be backfilled until it .as been inspected and approved
by Metro.
6. Metro does not guarantee tre location, diameter, or
stub invert elevation; therefore, a field verification
is recommended prior to construction.
If no connection stub exists :
7. The new connection to the manhole shall be made by core
drilling and use of a Kor-N-Seal Boot as distributed,
by p. I. p. E. , Inc. , 4601 South Orchard, Tacoma, Washington
98409, (206) 623-7772.
8. The connection shall be plugged and not put into service
until the tributary system has been cleaned, inspected,
tested, and approved by the
(District)
9. Other:
Upon completion of the project, please furnish the Municipality
with a copy of the test results.
Vert truly yours,
Alan J. , ibbs
Executive Director
By.
Richard K. Sandaas , Director
Technical Services
RKS:JEH:ae
CC : Department of Ecology
r
SPECIAL PROVISIONS
i
I�
i
CITY OF RENTON
Maplewood Golf ,00rse Sewer
SPECIAL PROVISIONS
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.5 GAME, FISHERIES AND ECOLOGY REGULAT191NS (SUPPLEMENTAL SECTION)
DELETE: Entire paragraph 3: "If work In 1 through 3 above differs little from
that specified in the contract, etc."
ADD: "Work in 1 throagh 9 above will be incidental to contract pay items."
"The Contractor shall comply with all the regulations of the permit
issued by the Department of Fisheries regarding sewer construction
adjacent to the creek and including the creek crossing."
1-07.16 PkOTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION)
PAYMENT. All costs for she protection and repair specified in this section are
incidental to the contract. The Contractor shall include all related costs in
the unit bid prices of the contract.
1-07.23( 1) PUBLIC CONVENIENCE AND SAFETY (SUPPLEMENTAL SECTION)
The Contractor shall 1•isure ingress and egress for vehicular access during all
phascs of construction for emergency vehicles to the Golf Course Club House and
all other buildings within the golf course property.
7-17 SANITARY SEWERS
7-17.2 MATERIAL (SUPPLEMENTAL SECTION)
IN PARAGRAPH 1 DELETE: All pipe materials except Ductile Iron and PVC iPolyvinyl
Chloride).
IN PARAGRAPH 4 DELETE: All pipe material sections except PVC Sewer Pipe
9-05.12 and Ductile Iran hewer Pipe 9-05.11.
7-17.3(3) BAGKFILLING SEWER -RENCHES (SUPPLEMENTAL SECTION)
During construction of the sewer pipe from MH 5 to MH b, the trench backfill
shall be 100%, at the conclusion of each days construction, on all areas within
the asphalt pavement. The cost for providing 100% backfill shall be included
in the bid item price for 15 inch sanitary sewer pipe.
7-17.3(2)H S'.OE SEWER CONNECTIONS (SUPPLEMENTAL SECTION)
The Contractor shall construct 6 and 4 inch side sewers from the sewer interceptor
or lateral to serve the club house and the three residences. The minimum grade
for the side aewers shall be two percent (2%). The side sewer connections to
serve each building must be made between the soil pipe and the septic tank.
All cost Involved in locating the soil pipe and septic tank, fcr each side
sewer connection, shall be included in the bid item price for side sewer pipe.
Side sewer connection shall not start until the 15 .nch sewer interceptor and
the A inch sewer lateral have been constructed, tested, flushed and deemed
ready for use by the Engineer.
The cost of all 6 inch and 4 inch side sewer fittings required for the complete
installation of each side sewer, except for tees or wyes, shall be included in
the bid item price for side sewer pipe.
The cost involved in testing the side sewers shall be included in the bid item
price for side sewer pipe.
7.17.3(2)J METRO MANHOLE CONNECTION (SUPPLEMENTAL SECTION)
The Contractot shall acquaint himself with and comply with the regulations
contained in the permit issued by METRO and also with the regulations contained
at the back of the Special Provisions for connection to METRO MHR10-36. The
Contractor shall replace the exiscing 12 inch stub with a 15 inch stub. All
work involved in the compliance with the permit regulations will be incidental
to the contract pay item.
7-17.3(2)K PUMPING AND FILLING SEPTIC TANKS (SUPPLEMENTAL SECTION)
After all side sewers are constructed, tested and accepted ready for use by the
Engineer, each septic tank must be pumped out with the sewage properly disposed
of, the septic tank tops must be crushed and the septic tank filled with di .c
and/or sand. There shall be no voids in the backfill of e: septic tank.
Plug each septic tank outlet with a 1 foot section of mortar. All of the wotz
described in this supplemental section shall he included in the bid item price.
7-17.3(3)L BANK RUN GRAVEL FOR TRENCH BACKFILL (SUPPLEMENTAL SECTION)
Bank run gravel for trench bacKfill shall consist of aggregate for gravel base,
as specified in Section 9-30.7C.
(DIRECT CONNECTION LEETER PER RESOJ.UTION N0. 2933)
Date:
(Local Public Agency)
(Address)
Gentlemen:
Sanitary Sewers -
Satisfactory certification pursuant to terms of Metrorol.itan
Council Resolution No. 2933 and construction plans for the
above project have been submitted and reviewed. The plans
are hereby approved, subject to .the following:
1 . Mr. Jim Hawthorn of this office (phone 447-6676) shall
be notified at least two working days prior to construc-
tion in the vicinity of Metro' s
i. During construction, no debris shall be allowed to enter
Metro' s
3. The manhole shall be unloaded all around or structurally
supported during construction to avoid unbalanced soils
loading.
4 . Plans for dewaterin adjacent to Mctro facilities shall
he submitted to Mr. Jim Hawthorn for Metro review and
approval at least five days prior tc; construction.
5. The connection to the
shall
not be backfilled until it has been i-nspocted and approved
by Metrv.
6 . Metro does not guarantee the location, diameter, or
stun invert elevation; therefore, a field verification
is recommended rrior to construction.
If no connection stub exists:
'. . The new -onnection to the manhole shall be made by core
drillinq and use of a Kor-N-Seal Boot as distributed,
by P. I. P.E. , lnc. , 4601 South Orchara, Tacoma, Washington
98a09, (206) 623-7772.
8. The connection shall be plugged and not put into service
until the tributary system has been cleaned, inspected,
tested, and approved by the
(District)
9. Other:
Upon completion of the project, please furnish the Municipality
with a copy of the test results.
Very truly yours,
Alan J. Gibbs
Executive Director
By :
Richard K. Sandaas, Director
Technical Services
RKS:JEH:ae
CC, Department of Ecology
SPECIAL PROVISIONS
I
I
CITY OF RENTON
Maplewood Golf Course Sewer
SPECIAL PRf;IONS
1.-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE. PUBLIC
1-07.5 GAME FISHERIES AND ECOLOGY REGULATIONS (SUPPLEMENTAL SECTION)
DELETE: Entire paragraph 3: "If work in 1 through J above differs little from
that specifieu in the contract, etc."
ADD: "Work in 1 through 9 above will be incidental to contract pay ittms."
"The Contractor shall comply with all the regulations of the permit
issne,; by the Department of. Fisheries regarding sewer construction
adjacent to the creek and including the creek grossing."
1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION)
PAYMENT. All costs for the protection and repair specified in this section are
Incidental to the contract. The Contractor shall include all related costs in
the unit bid prices of the contract.
1-07.23(i) PUBLIC CONVENIENCE AND SAFETY (SUPPLEMENTAL SECTION)
The Contractor shall insure ingress and egress fot vehicular access during all
pha,ce ..` construction for emergency vehicles to the Golf Course Club House and
all other buildings vithin the golf Course property.
7-17 SANITARY SEWERS
7-17.2 MATERIAL (SUPPLEMENTAL SECTION)
IN PARAGRAPH 1 DELETE: All pipe materlalr except Ductile Iron and PVC (Polyvinyl
Chloride).
IN PARAGRAPH 4 DELETE: All pipe material sections except PVC Sewer Pipe
9-05. 12 and Ductile Iron Sewer Pipe 9-05. 13.
7-17.3(3) BACKFIL.LING SEWER TRENCHES (SUE:LEMENTe.L SECTION)
During construction of the sewer pipe from MH 5 to MH 6, the trench backfill
shall. be 100%, at the conclusion of each days construction, on all areas within
the e.sphalt pavement. The cost for providing 100% bit fill shall be included
in the bid item price for 15 inch sanitary sewer pipe.
7-17.3(2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECTION)
The Contractor shall construct 6 and 4 inch side sewers from the sewer interceptor
or lateral to serve the club house and the three residences. The minimum grade
for the side sewers shall be two percent (2%). The side sewer connections to
serve each building must be made between the soil pipe one _he septic tank.
All cost involved in locating the soil pipe and septic tank, for each side
sewer connection, shall be included in the bid item price for side sewer pipe.
Side sewer connect' )n shall not start until t 2 15 inch sewer irterceptor and
the 8 inch sewer lateral have been constructed, tested, flushed and deemed
ready for use by tl.e Engineer.
Th- cos: of all 6 14ch and 4 Inch side sewer fittings required for the complete
installation of each side sewer, except for tees or wyes, shall be included in
the bid item price for side sewer pipe.
The cost involved in resting the side sewers hall be included in the bid item
price for side sewer pipe.
7.17.3(2)d METRO MANHOLE CONNECTION (SUPPLEMENTAL SECTION)
The Contractor shall acquaint himself with and comply with the regulations
contained in the permit issued by METRO and also with the regulations contained
at the back of the Special Provisions Sui connection to METRO MHR10-36. The
Contractor shall replace the existing 12 !nch stub with a 15 inch stub. All
work involved in the compliance with the permit regulations will be incidental
to the contract pay item.
7-17.3(2)K PUMPING AND FILLING SEPTIC TANKS !SUPPLEMENTAL SECTIOA)
After all e.'de sewers are constructed, tested and accepted ready for use by the
Engineer, each septic tank must be pumped out with the sewage properly disposed
of, the :,eptic tank tops must be crushed and the septic tank filled with dirt
a.,d/or sand. There shall be no voids in the backfill of each septic tank.
Plug each septic tank outlet with a 1 foot section of mortar. All of the work
described in this supplemental section shall be included in the bid item price.
7-17.3(3)L BANK RON GPAVEI FOR TRENCH BACKFILL (SUPPLEMENTAL SECTION)
Bank run gravel for trench backfill shall consist )f aggregate for gravel base,
as specified in Section 9-30.7C.
(DIRECT CONNECTION LEETER PER RESOLUTION NO. 2933)
Date:
(Local r;iblic Agency)
(Address)
Gentlemen:
Sanitary Sewers -
Satisfactory certification pursuant to Lerms of Metropolitan
Council Resolution No. 2933 and construction plans for the
above project have been submitted ana re%iewed. The plans
are hereuy approved, subject to .the following:
1 . Mr. Jim Hawthorn of this office (phone 447-6676) shall
be notified at least two workirg days prior to construc-
tion in the vicinity of Metro' s
2. During construction, no debris shall be allowed to enter
Metro' s
3. The manhole ,hall be unloaded all around or structurally
supported during construction to avoid unbalanced soils
loading.
4 . Plans for dewatering adjacent to Metro facilities shall
be submitted to Mr. Jim Hawthorn ".)r Metro review ai,d
approval at least five days prior to construction.
5. The connection to the _
shall
not c ackfi led until it has been ivspecte:] an approved
by Met .
L. Metro does not guarantee the location, diameter, or
stun invert elevation; therefore, a field verification
is recommended prior to construction.
If no connection stub exists:
7. The new connection to the manhole shall be made by core
drilling and use of a Kor-N-Seal Boot as distributed,
by P. I.P.E. , Inc. , 4601 South Orchard, Tacoma, Washington
98409, (206) 623-7772.
8. The connection shall be plugged and not put into service
until the tributary system has been cleaned, inspected,
tested, and approved by the
(District)
9. Other:
Upon completion of the project, please furnish t),e Municipality
with a copy of the te,t results.
Very truly yours,
Alan J. Giubs
Executive Director
By:
Richard K. Sandaas, Director
Technical Services
RKS:JEH:ae
CC-. Department of Ecology
i
I
COST ESTIMATE 1 of 2
Project: City of Renton Date : Revised 9/10/86
Subject: Maplewood Golf Course Sewer. __ 'BY:_ JC ckd DH
Remarks: Lower Heather Downs Interceptor
Item No. Description (luantit Unit Price Cost
—1. Manholes 7 EA $1, 500 $10,500
2 . Manhole Extra Depth 7 LF 125 875
3 . Drop Manhole 1 EA 1 100
4 . 15" Sanitary Sewer Pi e 1 000 LF 45 45 000
Class 52
5 . 15" D.I. :fewer Pi e- 185 LF 75 13,875
i
6. 8" Sanitary Sewer Pipe 200 LF 25 5 000
7 . 6" Side Sewer 215 LF 17 3 655
B . 4" Side Sewer 110 I•F 14 1 540
9 . 6" Surface Cleanouts 2 EA 150 300
10 . 15" x 6" Tees 1 EA 100 100
11. 8" x 6" Tees I EA 80 80
12. 6" x 6" Tees or Wyes 4 EA. 50 200
13 . 6" x 4" Tees or Wyes 3 EA 50 150
14 . 4" x 4" Tees or Wyes 5 EA 50 250
15. Replace Exist. 12" Stub
/15" Stub-MH R10-36 1 EA 700 700
16. Pipe Bedding Gravel
for 15" Sewer Pipe 1, 185 LF 5 5,925
17 . Pipe Bedding Gravel
for 8" Se%.:er Pipe 200 LF 3 600
18. ire Bedding Gravel
fir 6" & 4" Side 1 325 LF _ 3 175
COST ESTIMATE 2 of 2
Project: City of Renton Date: REvised 9-10-66
Subject: Maplewood Golf Course Sewer By: :,C
Remarks:
Item No. Description _ -Quantity Unit Price Cost
19 . Bank Run Gravel for
Trench backfill 1, 400 T 14 $19, 600
2u. Crushed Surfacing
Top Course 100 T 18 1 ,800
21. Asphalt Concrete - Class
B, for Pavement Patchin 20 T 90 1,800
22. Light Loose Rip Rap 25 T 16 400
23 . T.V. Inspection. L.S. 2,800 2,800
24. Pump Cut 1� Fill Septic
Tanks 5 EA 400 2,000
Z:) . Contractor Provided
Construction Staking L.S. 1,600 1,600
TOTAL $320,825
10% Contingencies 12,085
$i32 910
8. 1% Sales Tax 10,765
GRAND TOTAL $143 675
OSE $144,000
COST ESTIMATE 1 of 2
Project: City of Renton Date: Revisef. 9110/36
Subject: Maplewood Golf Course Sewer By : JC ckd DH
Remarks: Lower Heather Downs Interceptor
Item No. I Description— Quantity Unit Price Cost
1. Manholes 7 EA $1,500 $10 , 500
2 . Manhole Extra Depth 7 LF 125 875
i3 . Drop Manhole 2. EA 1 100 1. 100
4 . 15" Sanitary Sewer Pipe 1 ,000 LF 45 45,000
Clasp 52
5 . 15" D.I . sewer Pipe- 185 LF 75 13,875
6.� 8" Sanitary Sewer Pipe 200 LF_ 25 5 000
7 . 6" Side Sewer _5 LF 17 3, 655
8. 4" Side Sewer 110 LF 14 1, 540
9 . 6" Surface Cleanouts 2 EA 150 300
10 . 15" x 6" Tees 1 EA 100 100
11. 8" x 6" Tees 1 EA 80 80
12. 6" x 6" Tees or Wyes 4 EA 50 200
13 . 6" x 4" Tees or Wyes 3 EA 50 150
14 . 4" x 4" Tees or Wyes 5 EA 50 250
15. Replace Exist. 12" Stub
/15" Stub-MH R10-36 1 EA 700 700
'6. Pipe Bedding Gravel
for 15" Sewer Pipe 1, 185 LF 5 5,925
17 . Pipe Bedding Gravel
for 8" Sewer Pipe 200 LF 3 600
18. ipe Pedding Gravel
Ifor 6" a 4" Side Sewer 325 LF 3 975
COST ESTIMATZ 2 of 2
Project: City of Renton Date: REvised 9-16- 86
Subject. Maplewood Golf Course Sewer by: JC
Remarks:
Item No. Description Quantity 17nic Price Cost
19 . Sank Run Gravel for
Trench Backfill 1, 400 T 14 a19,600
20. Crushed Surfacing
Top Course 100 T 18 1,b00
_ 21. M.phalt Concrete - Class
i
B, for Pavement Patchin ^ 20 T 90 1,800
_22. Light Loose Rip Rap 25 T 16 400
23 . T.V. Inspection L.S. 2,80^ 2,800
V 24 . Pu:rp Cut & Fill Septic
Tanks 5 EA 400 2 000
25. Contractor Provided
Construction Staking L.S. 1, 600 1,600
TOTAL $120,825
10% Contin Pncies 12,085
$132,910
8. 1% Sales Tax 10, 765
GRAND TOTAL $143 675
OSE $144 ,000
RS HYDRAULICS OF SEWERS bl
2f various Ism 2.400 oat as 0e
wet design 2,000 0.005 0.5
practice. � 1,aao .1,y00 0.006 ..$ o:
Sao 0007
1=00 0.00a-7
14 soo am Oai _Os o0.1
t. a0° 60p
09 006 �
.. .18 500
ON
.00 lA OM
200 ;0p J0 005
OA:
1 conduits 200 15 c 0.02
IDmunly 100 4f 005
conduit so 10 a is 001
herein- 10D + x
0.05 o.OW
haracter- 60 'E ° a tuts o.00s
$0 N 7 e let 0.005
pared by x , .0 .60 72 $ u am�m = 0.004
jar
pipee 3 w S0 s0 s = 0010.4 rM2
c
:hart, as 40 5. x °mto ;
n of the / 1><�� ?_� = 47 a 0002 �
ated by v1c.0 ��w 1 °' zp z-g s� m 2 2lto- e27 P D"�� 0ax 1
conduits $ ;, 24 S000s
for scale ° 10 m E 21 ` -2 ` '-0.000.
i
sot the - s - �. d" :. /. - 0J 0.000r
dnw111 j I sa 1s s >"
sets of ' . 9 M 5 s s 1i o..- 0.0002
0s
patible _.� 10 os s 0.0001
found . s 0.7 000008
- _ ° 0 e 7 0.00006
g scale$ / 1A a� 1�0 a O.00o0.
re co". 08 5 000003
U$udliy 0.6 1.0 a c 10 0,00002
texta or {' 0.5 Oa o
a. 0$ _ -
Z'
conduit 0.3 0.5 00=1
lue. For 0. �{ 7 00oo0a
i
deli - o.z os ` -1s 0.000006
0.000004
00000
al slide ► ° 5
au 0f s u
Usual i FIGJRE 22.—Alignment than for Manning formula for pipe flow.
Taole �!
in which the nomenclature is basically the Sallie sr that used in Equati m
13 and C is a coefficient related W roughness.
The formula is used widely fo. pressure-conduit or f ipe flow although
f it is equally applicable to open-channel conditions. Published values for
••L8 C have come larg, 'y from pipe-flow experiments, while many of the
.17 reported n va mq are from open-channel flow tests. The Hazen-Williams
Extended 10" Golf Course San. Sewer S-405 2
Design Notes
.., �A
1
NOTE: UPPER LMR OF BASN
' PA
4 S.E. IISTH STREET•
BEE FIG. A-A.
l UPPER HEATHER OWNS
INTERCEPTOR O
335OLF 1-4 MGb ..
•T! _EAST HEATHER DOWN$INTERCEPTOR ,
INTERIM —sf 21r (ULTMATE OEVELOPMENT I
CONNECTION �i1\\ ' T O b MOO
I /
14;
1 ,
LOWER WEATHER DOWNS INTERCEPTOR
EllgT.CITY 6EWf11♦- \\\\\\\�\\`\ 1 ULTMATE DeYELOJW 1 f
1.E MGD�\\\\\\\�
.1000
\\�
't nor.WTRO SEWER
CITY OF RENTON
Comprehensive
Sewer Plan
CAPITAL IMPROVEMENT
PROJECT NUMBER C
o 400• soo•
rlrr loe •e
n - ��n1rD 4r r� s'98
p S- .
JOP !r -r-ltl"Plo vhv��c _V r
s : °ors �/D asl° fit
t as �9 J ��yb Lo �� ��` 8 F-°iJ' /C/& OY22fL
PRE-QUALIFICATION
1 -02.1 PRE-QUALIFICATION OF BIDDERS (Replacement Section)
"To be considered for bid award, all prospective bidders shall submit a
pre-qualification submittal package to the City Clerk's office by 2:30
P.M. , The pre-qualification submittals will be reviewed
by the Engineer and the City staff for conformance with the criteria,
and the experience and general capability of the proposed bidder to
complete the work proposed. All submitting parties will be notified
both by letter and by addendum whether they have been approved to submit
a bid on this project.
The City shall have the right to take all action necessary in determin-
ing the ability of the proposed bidder to perform the work satisfactori-
ly.
Refusal of the City to allow a potential bidder to submit a bid for this
project will be final .
The City way reject any bid that is submitted from a bidder that has not
been pre-qualified."
Contractors wishing to bid on the
shall complete the following questionnaire and submit the
information requested.
1 . Name of applicant
I
2. Address of applicant (mailing)
I
(street)
3. Applicant is an individual _; a partnership _; a corporation —
4. If applicant is a Corporation, state:
a. State of Incorporation
b. Name and address of
registered agent
SP - IA
C. Names and addresss of officers of the corporation and their length
of employment with the corporation.
5. if applicant is an individual or a p,rtnership, state the name and
address of all owners.
6. Now many years experience has the applicant had in construction projects
similar in nature and size to the . __- -----
7 . State the nar- and address of applicant's bank, including the branch and
name of the individual in said bank to be contacted for financial
reference.
SP - 1B
8. is any litigation pending against the applicant?
1f so, give details:
9. Has the applicant, or any officer or partner thereof, failed to complete
a contract?
If so, give details:
10. The work to be undertaken for this project :s considered specialized;
and prequalification of bidders experienced in the specific type of work
is required. Pre-qualification criteria is as follows:
A. Contractor shall have successfully completed projects requiring
reconstru:tion of existing public sewers where contin.,ous mainte-
nance of service continuity is necessary.
Provide specific detail on similar projects as follows:
1. Project name and location.
2. Date of completion.
3. Name, title, address and telephone number of person (owner) to
contact for verification.
B. Contractor's pre-qualification statement shall clearly indicate
conformance with the above criteria to be considered for this
project. State whether experience indicated is for the prime
contractor or a sub-contractor. if a sub-contractor is elected, to
perform any of the tasks in the pre-qualification criteria, provide
reference data; i .e. name, address , telephone number and contact
person. Contractor may not change pre-gcalified sub-contractors
without written permission of the City.
SP - IC
The undersigned represents and warrants, "under the penalty of
perjury" that the foregoing information is true and accurate to the
best of his knowledge.
Signature of applicant
(Title)
Dated —
SP - 1D
PRE-QUALIFICATION
1-02.1 PRE-QUALIFICATION OF BIDDERS (Replacement Section)
"To be considered for bid award, all prospective bidders shall submit a
pre-qualification submittal package to the City Clerk's office by 2:30
p.m. , The pre-qualification submittals will be reviewed
by the Engineer and the City staff for conformance with the criteria,
and the experience and general capability of the proposed bidder to
complete the work proposed. All submitting parties will be notified
both by letter and by addendum whether they have been approved to submit
a bid on this project.
The City shall have the right to take all action necessary in determin-
ing the ability of the proposed bidder to periorm the work satisfactori-
ly.
Refusal o° tie City tc allow a potential bidder to submit a bid for this
project will he final .
The City may reject any bid that is submitted from a bidder that has not
been pre-qualified."
Contractors wishing to bid on the
shall complete the foilowing questionnaire and submit the
informatics requested.
1 . Name of applicant
j 2. Address of applicant (mailing)
(street)
3. Applicant is an individual ; a partnership a corporation
4. If applicant is a corporation, state:
a. State of Incorporation
b. Name and address of _
registered agent
I
SP - IA
I
c. Names and addresss of officers of the corporation and their length
of employment with the corporation.
5. if applicant is an individual or a partnership, state the name and
address of all owners.
6. Now many years experience has the applicant had in construction projects
similar in nature and size to the
7 . State the name and address of applicant's bank , including the branch and
name of the individual in said bank to be contacted for financial
reference.
Sp - IB
8. Is any litigation pending tgainst the applicant?
If so, give details:
9. Has the applicant, or any officer or partner thereof, failed to complete
a contract?
,i
If so give details:t -
I
10. The work to be u-:dertaken for this project is considered specidli7ed;
and prequalification of bidders experienced in the specific type of work
is required. Pre-qualification criteria is as follows:
A. Contractor shall have successfully completed projects requirinq
reconstruction of existing public sewers where continuous mainte-
nance of service continuity is necessary.
Provide specific detail on similar projects as follows :
1. Project name and location.
2. Date of completion.
3. Name, title, address and telephone number of person (owner) to
contact for verification.
B. Contractor's pre-qualification statement shall clearly indicate
conformance with the above criteria to be considered for this
project. State whether experience indicated is for the prime
contractor or a sub-contractor. If a sub-contractor is elected, to
perform any of the tasks in the pre-qualification criteria, provide
reference data; i .e. name, address, telephone number and contact
person, Contractor may not change pre-qualified sub-contractors
without written permission of the City.
SP - IC
The undercig,ied represents and warrants, "under the penalty of
perjury" that the foregoing information is true and accurate to the
best of his knowledge.
Signature of applicant
i
(Title)
Dated
I
SP - 10
L
IA
RESTORE CHA)VNEL AFTER,,
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STREAM DEPTH OF 3" AI/NI/5
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