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SUDLOW AND WASHINGTON SCHOOL

OUTDOOR CLASSROOM

DAVENPORT COMMUNITY SCHOOL DISTRICT

SUDLOW INTERMEDIATE SCHOOL, DAVENPORT, IOWA

CONSTRUCTION NOT SPECIFICALLY DETAILED OR SPECIFIED WITHIN THE PLANS OR IN

THE PROJECT MANUAL SHALL CONFORM TO THE CITY OF DAVENPORT STANDARD

CONSTRUCTION DETAILS AND SPECIFICATIONS, LATEST EDITION, AND THE IOWA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND

BRIDGE CONSTRUCTION, LATEST EDITION.

IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE

TO IOWA ONE-CALL 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING,

EXCLUDING WEEKENDS AND HOLIDAYS.

NOTIFY THE DAVENPORT COMMUNITY SCHOOL DISTRICT A MINIMUM OF 48 HOURS

PRIOR TO BEGINNING CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY IF APPLICABLE.

THE CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN CONTROL MEASURES

(SIGNS, BARRICADES, FLAGGERS, ETC.) IN COMPLIANCE WITH PART VI OF THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN EXISTING FIELD

CONDITIONS BEFORE BIDDING ON THIS PROJECT, ORDERING MATERIALS, OR

BEGINNING CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES

OR CONFLICTS.

THE DAVENPORT COMMUNITY SCHOOL DISTRICT MAY HAVE ADDITIONAL PROJECTS

OR MAINTENANCE BEING PERFORMED AS THE SAME TIME AS THIS PROJECT

CONSTRUCTION TIMELINE.

(SPRING-SUMMER 2019). CONTRACTOR TO COORDINATE HIS OR HER WORK WITH THE

SCHOOL DISTRICT AND OTHER CONTRACTORS IF APPLICABLE.

R

1-800-292-8989

THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE

INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE

COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE

CLIENTS/CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL

UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY

DAMAGE.

SHEET INDEX

GENERAL INFORMATION

COVER SHEET

GENERAL NOTES, INFORMATION AND SPECIFICATIONS

SPECIFICATIONS

DEMOLITION PLAN

SITE PLAN

HARDSCAPE PLAN

GRADING PLAN

EROSION & SEDIMENT CONTROL PLAN

LANDSCAPE PLAN

DETAILS

DETAILS

DETAILS

ELECTRICAL PLAN

G000

C000

C001

CD00

C100

C110

C200

C250

C400

C500

C501

C502

E100

PROJECT LOCATION MAP

LATITUDE: 41° 31' 31"

LONGITUDE: -90° 30' 35"

SECTION 28

TOWNSHIP 78N

RANGE 4E

DAVENPORT, SCOTT COUNTY, IOWA

SUDLOW INTERMEDIATE SCHOOL

1414 E. LOCUST STREET

DAVENPORT , IA. 52803

PROJECT LOCATION

E100

18737

ONLY THESE COPIES OF THIS DOCUMENT

SIGNED IN CONTRASTING INK COLOR ARE

TO BE CONSIDERED CERTIFIED OFFICIAL

COPIES PER IOWA ADMINISTRATION CODE

193C-1.30

ALL G & C SHEETS

20271

ONLY THESE COPIES OF THIS DOCUMENT

SIGNED IN CONTRASTING INK COLOR ARE

TO BE CONSIDERED CERTIFIED OFFICIAL

COPIES PER IOWA ADMINISTRATION CODE

193C-1.30

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1. THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THIS

DRAWING ARE APPROXIMATE ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO

SHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES, AND SERVICE

CONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC. AND NOT SHOWN ON THIS DRAWING. THE

VERIFICATION OF EXISTENCE OF, THE VERIFICATION OF STATUS OF, AND THE DETERMINATION OF THE

EXACT LOCATION OF UTILITY MAINS, STRUCTURES, AND SERVICE CONNECTIONS SHALL BE THE

RESP;ONSIBILITY OF THE CONSTRUCTION CONTRACTORS.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL

LOCATIONS TO VERIFY EXACT HORIZONTAL AND VERTICAL LOCATIONS.

3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITIES REGARDING THE RELOCATION,

ADJUSTMENT, OR TEMPORARY SUPPORT OF THEIR FACILITIES.

4. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRED VERBAL NOTICE TO IOWA ONE

CALL 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, INCLUDES WEEKENDS AND

HOLIDAYS.

5. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY CONFLICTS BETWEEN THE SITE DESIGN AND ANY

ON-SITE UTILITIES.

6. ALL EXISTING UTILITIES SHALL BE PROTECTED DURING PROJECT CONSTRUCTION.

7. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.

8. MINIMIZE DUST SPREADING FROM ALL WORK AND STAGING AREAS.

9. NO PONDING OF WATER WILL BE ACCEPTED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

IDENTIFY ANY AREAS OF EXISTING OR PROPOSED GROUND THAT HAVE POTENTIAL TO POND WATER

AND MAKE ANY ADJUSTMENTS NECESSARY TO ENSURE THAT WATER WILL POSITIVELY DRAIN.

10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON AREAS OF ACCESS AND STAGING AND

SHALL KEEP THE CONSTRUCTION AREA CLEAN AND FENCED FROM THE GENERAL PUBLIC.

11. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC.

SHALL BE KEPT CLEAN AT ALL TIMES.

12. PROTECT ALL EXISTING FEATURES NOT SPECIFICALLY NOTED FOR REMOVAL.FEATURES THAT ARE NOT

INTENDED FOR REMOVAL THAT ARE DAMAGED OR REMOVED BY THE CONTRACTOR SHALL BE REPLACED

AT THE CONTRACTORS EXPENSE.

13. SUBMIT SHOP DRAWINGS TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS.

14. BLASTING FOR EXCAVATION SHALL NOT BE PERMITTED.

15. EXCESS AND WASTE SHALL BE DISPOSED OFF-SITE AND IN ACCORDANCE WITH APPLICABLE

GOVERNMENTAL REGULATIONS.

16. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTORS EMPLOYEES ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

17. WORK BEYOND THE PROJECT LIMITS IS NOT PERMITTED WITHOUT THE CONSENT OF THE OWNER.

18. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED

UNACCEPTABLE. UNACCEPTABLE WORK WHEATHER THE RESULT OF POOR WORKMANSHIP, USE OF

DEFECTIVE MATERIALS, DAMAGE THROUGHOUT CARELESSNESS OR ANY OTHER CAUSE, FOUND TO

EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN AN

ACCEPTABLE MANNER, AT THE CONTRACTORS EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTION

OF THE OWNER OR OWNERS REPRESENTATIVE BEYOND THE LINES SHOW ON THE PLANS OR ANY

EXTRA WORK WITHOUT AUTHORITY WILL NOT BE PAID FOR.

19. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED

OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION SHALL BE

ALLOWED FOR THE COMPLETION OF THIS WORK. .

1. PROTECT ADJACENT PROPERTY DURING DEMOLITION.

2. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.

3. PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIAL (EXCAVATED MATERIAL OR

BROKEN CONCRETE) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON

THIS PROJECT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE

SITES. NO MATERIAL SHALL BE PLACED WITHIN THE EASEMENTS, UNLESS SPECIFICALLY STATED IN THE

PLANS OR APPROVED BY THE ENGINEER. DISPOSAL SITES MUST BE APPROVED BY THE ENGINEER.

CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND TEMPORARY

HAUL ROADS TO PREVENT THE SPREAD OF DUST. OFF-SITE DISPOSAL SHALL BE IN ACCORDANCE WITH

THE APPLICABLE GOVERNMENTAL REGULATIONS.

4. ARRANGE AND PAY FOR AN OFF-SITE STORAGE AREA FOR MATERIALS AND EQUIPMENT. ONLY STAGING

AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE AVAILABLE FOR CONTRACTOR USE.

5. KEEP ADJACENT PUBLIC STREETS FREE FROM SOIL AND DEBRIS GENERATED BY THE PROJECT. CLEAN

SOIL AND DEBRIS FROM THE ADJACENT STREETS ON A DAILY BASIS.

6. DURING CONSTRUCTION, CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS.

7. REMOVAL OR ABANDONMENT OF PUBLIC UTILITIES SHALL BE FULLY COORDINATED WITH APPROPRIATE

UTILITY SUPPLIER AND REGULATORY AGENCIES.

8. ANY EXISTING ELEMENTS AND FACILITIES THAT THE CONTRACTOR'S OPERATIONS DAMAGE SHALL BE

REPAIRED BY THAT CONTRACTOR AT HIS/HER COST.

9. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER OR SIDEWALK IS CUT OR OTHERWISE DAMAGED

BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS,

GUTTERS AND SIDEWALKS SHALL BE REMOVED A MINIMUM OF TWO FEET BEYOND THE EDGE OF THE

TRENCH CUT AND TO THE NEAREST JOINT.

10. SAWCUT EDGES OF PAVEMENT FULL DEPTH PRIOR TO REMOVAL TO PREVENT DAMAGE TO ADJACENT

SLABS AND FIXTURES.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING CONCRETE

STRUCTURES ON THE SITE AS SHOWN ON THE PLANS. THE REMOVAL INCLUDES DRIVEWAYS, CURB AND

GUTTER, SIDEWALK, AND INTAKE TOP.

12. REMOVAL AND DISPOSAL OF EXISTING TREES AND SHRUBS WITHIN CONSTRUCTION LIMITS SHALL BE

INCIDENTAL TO THE GRADING PORTION OF THE PROJECT. STUMPS ARE TO BE GROUND TO TWO FEET

BELOW FINISHED GRADE.

13. ALL FENCES WHICH ARE IMPACTED BY THIS PROJECT ARE TO BE REMOVED AND REPLACED TO AN

EQUAL OR BETTER CONDITION. SALVAGED MATERIALS MAY BE USED UPON APPROVAL OF THE OWNER'S

REPRESENTATIVE. FENCES SHALL NOT BE REMOVED UNTIL PROPERTY OWNER HAS BEEN NOTIFIED.

14. NO SOIL BORING INFORMATION HAS BEEN INCLUDED IN THE PLANS. THE CONTRACTOR SHALL BEAR ALL

COSTS AND RESPONSIBILITY FOR SOIL INVESTIGATION OR BORINGS IF DEEMED NECESSARY FOR THE

PREPARATION OF THE BID.

15. EXISTING FIELD TILE LINES ENCOUNTERED IN THIS PROJECT SHALL BE REPAIRED BY THE CONTRACTOR

IN ONE OF THE FOLLOWING WAYS:

A. CONNECT TILE TO THE NEAREST STORM SEWER. B. DAYLIGHT TO FINISHED GROUND. C. REPAIR TILE

AND MAINTAIN SERVICE.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF A TILE IS ENCOUNTERED AND SHALL INDICATE THE

METHOD OF RESOLVING THE CONFLICT. THE ENGINEER SHALL APPROVE THE PROPOSED METHOD. THE

LOCATION OF THE FIELD TILE SHALL BE RECORDED ON THE CONSTRUCTION RECORD DOCUMENTS.

GENERAL NOTES

THE LOCATIONS OF UTILITY MAINS, STRUCTURES, AND SERVICE

CONNECTIONS PLOTTED ON THIS DRAWING ARE APPROXIMATE

ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO

SHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY

MAINS, STRUCTURES, AND SERVICE CONNECTIONS NOT KNOWN TO

SHIVE-HATTERY, INC., AND NOT SHOWN ON THIS DRAWING.

UTILITY NOTE

GENERAL SITE DESIGN

PLAN MARK DESCRIPTION

LEGEND

SLOPE ARROW

FLOW ARROW

G

U

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C

TOP OF CURB AND GUTTER ELEVATION

SPOT ELEVATION

6

2

5

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0

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GENERAL SITE

EXISTING STRUCTURE

PLAN MARK DESCRIPTION

LEGEND

GUARD POST/ BOLLARD

MAILBOX

HANDICAPPED PARKING

SHRUB

DECIDUOUS TREE

CONIFEROUS TREE

SINGLE POLE SIGN

LEGEND

UTILITIES

PLAN MARK DESCRIPTION

GUY ANCHOR

FIRE HYDRANT

VALVE

CLEANOUT

JUNCTION BOX

MANHOLE

STORM MANHOLE

SANITARY MANHOLE

TELEPHONE PEDESTAL

VAULT BOX

CURB INLET

INTAKE - CIRCLE

GAS METER

ELECTRIC METER

TRANSFORMER

WATER METER

WOOD FENCE

CHAINLINK FENCE

621

620

MINOR CONTOUR

MAJOR CONTOUR

LEGEND

UTILITY LINES

EXISTING LINE TYPE DESCRIPTION

ELECTRIC - OVERHEAD

ELECTRIC - UNDERGROUND

GAS MAIN / SERVICE

WATER MAIN / SERVICE

SANITARY SEWER

STORM SEWER

TELEPHONE - UNDERGROUND

AIR CONDITIONER

PROPOSED LINE TYPE

EXISTING

PLAN MARK

PROPOSED

PLAN MARK

EXISTING PROPOSED

621

620

2%

UTILITY POLE W/TRANSFORMER

WATER SHUTOFF VALVE

STORM ROOF DRAIN

621

620

DEMOLITION, CLEARING, AND REMOVALS

This item shall include all labor, materials, and equipment necessary to remove and dispose of existing site materials, or salvage and store items for

later re-installation, as noted on the plans. Refer to the Demolition Plan for Additional Information.

It is the intent of this item to include all demolition, clearing, and removal necessary to prepare the site for the proposed improvements. Items

covered under this pay item include, but are not limited to sidewalk removal, pavement and curb and gutter removal, saw cutting for pavement and

sidewalk removal, pole foundation removal, tree, shrub, annual and perennial plant removal, turf grass removal, mulch removal, bench removal for

later re-installation, light pole removal, mail box removal for later reinstallation, bike rack removal, block retaining wall removal, removal of concrete

time capsule for later re-installation, and valve and utility box adjustment.

The Contractor shall familiarize him\herself with the project site prior to bidding and construction.

EARTHWORK

This item shall include all labor, materials, and equipment necessary to bring the site to subgrade elevations in order to receive rock base, sidewalk

paving, crushed rock surface, planting soil, mulch, and turf grass.

Excavation of existing earth and crushed rock material and placement of fill material, if needed, to bring grades to subgrade elevations are included

in this item. Furnish suitable fill as necessary. Disposal off-site of excess material is included in this item. Disposal of excess material shall be in

accordance with local, state, and federal requirements.

EROSION AND SEDIMENT CONTROL

This item shall include all labor, materials, and equipment required to install erosion and sediment control measures in accordance with the plans

and special conditions.

The contractor shall prevent sediment and eroded soils from being transported off of the project site and shall modify, or supplement the measures

shown on the plans as necessary.

Measures anticipated to be included, at a minimum, include filter socks, silt fence, inlet protection, concrete washouts, stabilized construction

entrances, and temporary and permanent surface stabilization.

GRANULAR STONE SUBBASE, 4 INCH

This item shall include all labor, materials, and equipment necessary to install crushed stone conforming to Iowa DOT gradation 12b beneath areas

to receive PCC sidewalk and curb and gutter.

CRUSHED ROCK MULCH - DARK GRAY

This item shall include all labor, materials and equipment required to furnish and install the crushed rock surface.

Thickness of rock surface shall be 3”. Crushed rock shall be 3/8” to ¾” size. Rock color shall be dark gray.

Submit approximately one cubic foot sample of rock material to Owner's Representative for review and approval prior to placement.

This work will be measured and paid for per cubic yard of "CRUSHED ROCK SURFACE - DARK GRAY” placed at the specified thickness.

PCC PAVEMENT

This item shall include all labor, materials, and equipment required to construct PCC Pavement at the location indicated on the plans.

PCC pavement shall conform to the SUDAS Specifications and Details.

PCC pavement shall be 5” thickness. Drill and grout #5 bar into existing pavement at west and south edge at 30” spacing.

PCC PAVEMENT, COLORED, 5 INCH

This item shall be in accordance with City of Davenport Standard Specifications and these special provisions and shall include the furnishing of

labor, equipment and material required to construct new sidewalks as shown on the plans. Integrally colored concrete sidewalks shall be as follows:

Follow manufacturer's specifications for integrally colored concrete including color pigments, Mixing, curing, comprehensive

strength, additives, forming, finishing and sealing.

Color to be approved by Owner's Representative prior to installation for colored concrete.

Contractor shall provide sample representative section of walk. Sample panel minimum 3' x 3' using specified materials. Show color and joint

treatment. Seal sample after manufacturer's recommended cure time. Contractor shall include saw cut/control joint for sidewalk as part of complete

sample. Correct and rebuild sample until approval by Owner's Representative that work is acceptable.Retain panel during construction as a standard

for completed concrete paving work.

Contractor shall place forms for PCC sidewalk, colored bands, and contact engineer for approval of layout prior to pouring concrete.

Colored concrete includes integral color, color hardener, and sealer as recommended by the manufacturer.

Broom finish

Colored concrete shall never be covered with plastic sheeting.

Joint sealer to match colored concrete where joints are adjacent to colored concrete. Contractor shall provide color sample for approval by Owner's

Representative prior to installation.

Area 1 Colored Concrete: Brickform Color 920 SLATE; Color Hardener, COLOR 920 SLATE; Sealer Smooth Slate Texture,

Area 2 Colored Concrete: Brickform Color 920 ONYX; Color Hardener, COLOR 920 ONYX, Sealer.

Any required excavation is included.

For Concrete colors and sealers Contact: Gierke-Robinson Company 701 14th/ Street Bettendorf, IA 52722

Phone: 563-355-1120

SPECIFICATIONS/SPECIAL CONDITIONS

SITE PREPARATION NOTES

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SHADE SAIL

This item shall include all labor, materials, and equipment required to furnish and install Shade Sail.

Basis of Design:Manufacturer: As Basis of Design Woodland Fair Construction Company

Division: Shade Sails of Iowa LLC 3505 SE Miehe Dr. Grimes, Ia 50111

Contact: Sam Pieczynski 515-669-7135

Shade sail fabric shall be flame resistant-commercial grade fabric. Contractor shall provide color samples to owner or owners

representative to select shade sail color from full color palette range. Shade sail dimensions shall be approximate to plan

drawings and dimensions stated.

Shade sail foundations shall be 18" rectangular by 6' deep. Shade sail posts shall be 12' tall and installed on a 5 degree

angle.

Shade sail posts shall be 6" x 6" with a

3

16

" sidewall. Posts shall be steel material and powdercoated painted color in standard

color to be selected by owner or owners representative from full color palette range.

RETAINING WALL

This item shall include all labor, materials, and equipment required to furnish and install retaining wall.

Basis of Design: Keystone Compac III Hewnstone block wall. Keystone Compac blocks shall be 8" in height , 12" in depth

and 18" in width with block face texture. Install wall according to manufactures recommendations. Provide wall submittal

including design, layout, product information, and materials for approval by owners representative. Wall design shall be

stamped/sealed by a licensed Iowa engineer. Color shall be grey(by Keystone) or similar and color samples must be provided

to owner or owners representative for approval.

SPADE CUT EDGING

This item shall include all labor, materials, and equipment required to install spade cut edging

all planting beds indicated to receive spade cut edge shall be a minimum of 6" depth and shall be in consistant lines, arcs, and

dimensions to plans.

ALUMINUM EDGING

General: Aluminum edging.

SUBMITTALS

A. Product Data : Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Product characteristics, including materials and finishes.

3. Storage and handling requirements and recommendations.

4. Installation methods.

5. Maintenance methods.

B. Selection Samples: For each finish product specified, two 4 inch (101 mm) long samples.

DELIVERY, STORAGE, AND HANDLING

A. Store products in accordance with manufacturer's requirements.

B. Store products in manufacturer's unopened packaging with labels intact until ready for installation.

C. Submit sample of aluminum edging to Owner's Representative for review prior to installation.

ALUMINUM EDGING

A. Landscape Edging: Aluminum alloy 6063-T6, interlocking system with sections to lock together without offset

or overlap and stake punch-outs. Stakes, aluminum alloy 6061-T6, not less than 12 inches long, one stake

per 36” of edging and at end points.

1. Height and Length: 5 ½ inches by 16 feet.

2. Thickness: 1/8 inch

3. Finish: Black anodized finish.

EXAMINATION

A. Verify location of underground lines, irrigation hoses and other cables.

EDGING INSTALLATION

A. Install in accordance with manufacturer's instructions, including staking requirements.

B. Aluminum Edging: Install edging with stake pockets on inside of planting bed.

C. Compact back fill so that top of edging is not more than 1/2 inch (13 mm) above finish grade at planting bed

and even with top of pavement at locations where aluminum edging is adjacent to pavement.

PROTECTION

A. Protect installed products until completion of project.

B. Repair or replace damaged products before Substantial Completion.

TREE, SPECIES AND SIZE SPECIFIED

This item shall include all labor, materials and equipment required to furnish and install each shrub. See Plant Schedule for

species type, quantities, size and condition.

All Landscape planting timing shall be coordinated with the owner prior to an plant ordering, or installation of plant materials.

This item shall be in accordance with the details shown on the plans. Planter area shall be excavated to a depth shown on

plans and backfilled with soil mix as shown on plans.

SHRUB, SPECIES AND SIZE SPECIFIED

This item shall include all labor, materials and equipment required to furnish and install each shrub. See Plant Schedule for

species type, quantities, size and condition.

All Landscape planting timing shall be coordinated with the owner prior to an plant ordering, or installation of plant materials.

This item shall be in accordance with the details shown on the plans. Planter area shall be excavated to a depth shown on

plans and backfilled with soil mix as shown on plans.

PERENNIAL, SPECIES AND SIZE SPECIFIED

This item shall include all labor, materials and equipment required to furnish and install each perennial plant. See Plant

Schedule for species type, quantities, size and condition.

All Landscape planting timing shall be coordinated with the owner prior to an plant ordering, or installation of plant materials.

This item shall be in accordance with the details shown on the plans.

Planter area shall be excavated to a depth shown on plans and backfilled with soil mix as shown on plans.

ORNAMENTAL GRASSES, SPECIES AND SIZE SPECIFIED

This item shall include all labor, materials and equipment required to furnish and install each perennial plant. See Plant

Schedule for species type, quantities, size and condition.

All Landscape planting timing shall be coordinated with the owner prior to an plant ordering, or installation of plant materials.

This item shall be in accordance with the details shown on the plans. Planter area shall be excavated to a depth shown on

plans and backfilled with soil mix as shown on plans.

PLANTING SOIL

Soil excavated from the planting beds shall generally be deemed acceptable as backfill material for planting unless

specifically designated by the Owner's Representative as unsuitable. The backfill material shall be mixed with one (1) part

peat to five (5) parts soil. Compost may be substituted for the peat requirement. If quantity of soil is inadequate, Contractor

shall supply planting soil which shall be clean, fertile, friable with 4% to 25% organic matter. Imported topsoil shall require

prior approval by the Owner's Representative. Mechanically ground or pulverized soil is not acceptable.

Contractor shall excavate soil to 12” below finished grade in planting bed areas, mix peat or compost with soil and place in

planting beds. In areas to receive sod, Contractor shall incorporate one (1) inch of peat or compost into upper four (4) inches

of soil.

Peat shall consist of clean, black, partially decomposed vegetable matter of natural occurrence. Peat may be shredded or

granulated. Compost shall be "Earth Cycle Compost" as process by the City of Davenport Compost Facility, 2707 Railroad

Avenue, Davenport, Iowa (563) 328-7225.

Planting soil will be measured by the volume of soil contained in the one (1) foot planting beds and four (4) inch sod areas.

MULCH

This item shall include all labor, materials and equipment required to furnish and install shredded hardwood mulch. Mulch

thickness shall be minimum 3 inches.

Mulch shall be shredded hardwood. mulch shall be free of any debris, pests, and shall be of uniform sizes shredding, and

color. Submit approximately one cubic foot sample to the Owner's Representative for approval prior to placement.

DRINKING FOUNTAIN (BID ALTERNATE #2)

This item shall include all labor, materials, and equipment required to furnish and install each Drinking Fountain.

Manufacturer: Basis of Design: Elkay Outdoor Fountain Bi-Level Pedestal Non-Filtered, Non-Refrigerated Black Model

No.LK4420BLK

Store and handle benches to prevent damage and deterioration. Do not begin site furniture work before completion of final

grading or surfacing.

Install plumb and true. All mounting fasteners must be tight and flush with mounting plates. Neatly trim any excess mounting

bolts and peen edges to prevent removal.

The Owner shall approve all location prior to installation.

BENCH

This item shall include all labor, materials, and equipment required to furnish and install each Bench.

Manufacturer: Landscape Forms, Parc Vue Bench, Backed Arms. Powdercoated Metal Black. quanity of three benches to be

provided.

Store and handle benches to prevent damage and deterioration. Do not begin site furniture work before completion of final

grading or surfacing.

Install plumb and true. All mounting fasteners must be tight and flush with mounting plates. Neatly trim any excess mounting

bolts and peen edges to prevent removal.

The Owner shall approve all locations for each bench prior to installation.

TRASH RECEPTACLE

This item shall include all labor, materials, and equipment required to furnish and install each Trash Receptacle.

Manufacturer:Treetop Products Northgate Receptacles. 32 gallons with a steel rain bonnet lid. Black. SKU 4zt4282.

Store and handle trash receptacle to prevent damage and deterioration. Do not begin site furniture work before completion of

final grading or surfacing.

Install plumb and true. All mounting fasteners must be tight and flush with mounting plates. Neatly trim any excess mounting

bolts and peen edges to prevent removal. quanity of 6 trash receptacles shall be provided.

The Owner shall approve all locations for each trash receptacle prior to installation.

LANDSCAPE FABRIC

This item shall include all labor, materials and equipment required to furnish and install Landscape Fabric under crushed

stone surface areas.

Material shall be polypropylene 3 ounce fabric, SRW Products SRW Professional or Engineer approved equivalent.

Overlap adjacent sections of fabric a minimum of one foot.

PERMENANT SEEDING

This item shall include all labor, materials, and equipment required to furnish and install Permanent Seeding.

All seeding fertilizing, mulching, watering and replacement work shall comply with SUDAS standard specifications section

9010 Seeding. Seed mixture shall be SUDAS TYPE 1 (PERMANENT LAWN MIXTURE). Contractor shall water for 28 days or

until suitable stand of germination of seed grass stand is established or as instructed by owner or owners representative.

ALUMINUM HANDRAILS

PART 1 GENERAL

1.1 SUMMARY

E. this section includes the following:

1. galvanized steel tube railings.

2. galvanized steel tube handrails attached to walls.

1.2 PERFORMANCE REQUIREMENTS

A. structural performance of railings: provide railings capable of withstanding the effects of gravity loads and

the following loads and stresses within limits and under conditions indicated:

1. handrails:

a. uniform load of 50 lbf/ ft. (0.73 kn/m) applied in any direction.

b. concentrated load of 200 lbf (0.89 kn) applied in any direction.

c. uniform and concentrated loads need not be assumed to act concurrently.

2. top rails of guards:

a. uniform load of 50 lbf/ ft. (0.73 kn/m) applied in any direction.

b. concentrated load of 200 lbf (0.89 kn) applied in any direction.

c. uniform and concentrated loads need not be assumed to act concurrently.

3. infill of guards:

a. concentrated load of 50 lbf (0.22 kn) applied horizontally on an area of 1 sq. ft. (0.093 sq. m).

b. infill load and other loads need not be assumed to act concurrently.

1.3 SUBMITTALS

A. shop drawings: include plans, elevations, sections, details, and attachments to other work.

1. provide templates for anchors and bolts specified for installation under other sections.

2. for installed products indicated to comply with design loads, include structural analysis data signed and

sealed by the qualified professional engineer responsible for their preparation.

PART 2 PRODUCTS

2.1 METALS, GENERAL

A. metal surfaces, general: provide materials with smooth, flat surfaces, unless otherwise indicated. for

components exposed to view in the completed work, provide materials without seam marks, roller marks,

rolled trade names, or blemishes.

2.2 FASTENERS

A. general: unless otherwise indicated, provide type 304 stainless-steel fasteners for exterior use and

zinc-plated fasteners with coating complying with astm b 633, class fe/zn 5, at exterior walls. provide

stainless-steel fasteners for fastening aluminum. select fasteners for type, grade, and class required.

B. expansion anchors: anchor bolt and sleeve assembly with capability to sustain, without failure, a load

equal to six times the load imposed when installed in unit masonry and four times the load imposed when

installed in concrete, as determined by testing according to astm e 488, conducted by a qualified

independent testing agency.

1. material for anchors in exterior locations: alloy group 1 (a1) stainless-steel bolts complying with

astm f 593 (astm f 738m) and nuts complying with astm f 594 (astm f 836m).

2.3 MISCELLANEOUS MATERIALS

A. welding rods and bare electrodes: select according to aws specifications for metal alloy welded.

B. zinc-rich primer: complying with sspc-paint 20 or sspc-paint 29 and compatible with topcoat.

1. use primer with a voc content of [420 g/l (3.5 lb/gal.)] or less when calculated according to 40 cfr 59,

subpart d (epa method 24).

C. galvanizing repair paint: high-zinc-dust-content paint for regalvanizing welds in steel, complying with

sspc-paint 20.

2.4 FABRICATION, GENERAL

A. cut, drill, and punch metals cleanly and accurately. remove burrs and ease edges to a radius of

approximately 1/32 inch (1 mm), unless otherwise indicated. remove sharp or rough areas on exposed

surfaces.

B. form bent-metal corners to smallest radius possible without causing grain separation or otherwise

impairing work.

C. form exposed work true to line and level with accurate angles and surfaces and straight edges.

D. weld connections to comply with the following:

1. use materials and methods that minimize distortion and develop strength and corrosion resistance of

base metals.

2. obtain fusion without undercut or overlap.

3. remove welding flux immediately.

4. weld exposed corners and seams continuously, unless otherwise indicated.

5. at exposed connections, finish exposed welds and surfaces smooth and blended so no roughness

shows after finishing and contour of welded surface matches that of adjacent surface.

E. form exposed connections with hairline joints, flush and smooth, using concealed fasteners where

possible. where exposed fasteners are required, use phillips flat-head (countersunk) screws or bolts

unless otherwise indicated. locate joints where least conspicuous.

2.5 STEEL TUBE RAILINGS

A. general: fabricate railings to comply with requirements indicated for design, dimensions, details, finish,

and member sizes, including wall thickness of tube, post spacings, and anchorage, but not less than that

needed to withstand indicated loads.

1. configuration: 1-5/8-inch- (41-mm-) diameter top and bottom rails.

B. welded connections: fabricate railings with welded connections. cope components at connections to

provide close fit, or use fittings designed for this purpose. weld all around at connections, including at

fittings.

C. form changes in direction of railings as follows:

1. by inserting prefabricated elbow fittings.

D. close exposed ends of railing members with prefabricated end fittings.

E. provide wall returns at ends of wall-mounted handrails, unless otherwise indicated. close ends of returns

unless clearance between end of rail and wall is 1/4 inch (6 mm) or less.

F. brackets, flanges, fittings, and anchors: provide wall brackets, end closures, flanges, miscellaneous

fittings, and anchors for interconnecting components and for attaching to other work. furnish inserts and

other anchorage devices for connecting to concrete or masonry work.

1. connect posts to stair walls with expansion anchors.

PART 3 EXECUTION

3.1 STEEL TUBE RAILINGS

A. adjust railing systems before anchoring to ensure matching alignment at abutting joints. space posts at

spacing indicated or, if not indicated, as required by design loads. plumb posts in each direction. secure

posts and rail ends to building construction as follows:

1. anchor posts to supporting members with expansion anchors.

2. anchor handrail ends to concrete and masonry with steel round flanges welded to rail ends and

anchored with post installed anchors and bolts.

B. attach handrails to wall with wall brackets. provide bracket with 1-1/2-inch (38-mm) clearance from inside

face of handrail and finished wall surface. locate brackets as indicated or, if not indicated, at spacing

required to support structural loads. secure wall brackets to building construction as follows:

1. use type of bracket with flange tapped for concealed anchorage to threaded hanger bolt.

2. use type of bracket with predrilled hole for exposed bolt anchorage.

3. for concrete and solid masonry anchorage, use drilled-in expansion shields and hanger or lag bolts.

3.2 ADJUSTING AND CLEANING

A. touchup painting: immediately after erection, clean field welds, bolted connections, and abraded areas of

shop paint, and paint exposed areas with the same material as used for shop painting to comply with

sspc-pa 1 for touching up shop-painted surfaces.

1. apply by brush or spray to provide a minimum 2.0-mil (0.05-mm) dry film thickness.

LIMESTONE BOULDERS

This item shall include all labor, materials and equipment required to furnish and install Limestone Boulders.

Place boulders prior to concrete sidewalk paving when abut along new pavement. Place boulders after concrete sidewalk

paving where boulders are placed on top of concrete.

Boulders shall be Limestone from an Iowa quarry or supplier of the size specified in the plans. Furnish photographs or actual

samples of boulders for approval by owner or Owner's Representative prior to delivery

CONDUIT AND TRENCHING ASSEMBLY

This item shall consist of all labor, materials, and equipment required to install conduit to luminaires from panel location shown

on the construction drawings in accordance with city standards. all disconnects, conduit, wire, trenching, bedding, fill and

other accessories needed to provide complete installation are included in this item. provide separate conduit and 120v circuit

to each type f1 luminaire location to feed lights. provide conduit and 120v circuit to each fixture location to feed lights.

POST LIGHTING

This item shall include all labor, materials, and equipment required to furnish and install each uplight.

Manufacturer: Beacon CDT 24L-55 3k7 6x6 UNV YK CC Fixture . Color to match posts of shade sail and approved by owner.

Store and handle item to prevent damage and deterioration. Do not begin work before completion of final grading or surfacing.

Install plumb and true. All mounting fasteners must be tight and flush with mounting plates. Neatly trim any excess mounting

bolts and peen edges to prevent removal.

The owner shall approve all locations prior to installation.

GROUND BOX

This item shall include all labor, materials, and equipment required to furnish and install Ground Box.

Manufacturer: Legrand. Color greyor approved equivelant.

Store and handle item to prevent damage and deterioration. Do not begin work before completion of final grading or surfacing.

Install plumb and true. All mounting fasteners must be tight and flush with mounting plates. Neatly trim any excess mounting

bolts and peen edges to prevent removal.

The owner shall approve all locations prior to installation.

ORNAMENTAL ALUMINUM FENCE

Manufacturer: Basis of Design: Ameristar Echelon Plus Majestic; Fence material shall be aluminum nominally x" thick,

powder coated

black; Nominal height shall be 6' tall; Vertical posts at maximum 8' on center; Two top and two bottom rails; Intermediate

pickets nominal size 3/4" by 3/4" spaced at nominal 3-5/16" on center; Vertical posts shall be embedded in concrete per

manufacturer's recommendations for frost in this area.

SPECIFICATIONS/SPECIAL CONDITIONS

MONUMENT SIGN (BID Alternate #1)

This item includes all labor, materials, and equipment necessary for the removal of existing signs, repair of walls

at removal locations, preparation of walls, furnishing, and installing monument and wall mounted signs.

SUBMITTALS

A. Product Data: Manufacturer's printed product literature for each type of sign, indicating sign styles, font,

foreground and background colors, locations, and overall dimensions of each sign.

B. Shop Drawings: Show fabrication and installation details for signs.

1. Show sign mounting heights, mounting and foundation details.

2. Submit to Owner's representative for approval prior to fabrication.

C. Submit samples showing colors specified.

QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing sings, including those similar to signs

in this Special Provision with a minimum of five years of experience.

DELIVERY, STORAGE, AND HANDLING

A. Package signs as required to prevent damage before installation.

MANUFACTURERS

SIGN TYPE

A. Monument

1. Mount on structural frame and footing in location shown on drawings. Verify location with Owner's

representative prior to fabrication.

EXECUTION

A. Repair wall where existing sign letters were removed as necessary.

B. Examination:

1. Verify that wall surface is ready to receive work.

2. Verify that anchor inserts and electrical power are sized and located to accommodate signs.

C. Installation:

1. Install in accordance with manufacturer's instructions.

2. Install neatly with horizontal edges level.

3. Locate sign and mount at heights indicated on drawings.

PCC PAVEMENT-SCULPTURE PAD (ALLOWANCE)

This item shall include all labor, materials, and equipment required to construct PCC Pavement -Sculpture Pad

at the location indicated on the plans.

PCC pavement shall conform to the SUDAS Specifications and Details.

PCC pavement shall be 5” thickness. Drill and grout #5 bar into existing pavement at west and south edge

at 30” spacing.

CP1 IR

CP4 60D

6"7"6"6"

COLUMNS

COLUMN

LOGO

PROTECT EXISTING TREE (1)

PROTECT EXISTING TREE (1)PROTECT EXISTING TREE (1)

PROTECT EXISTING TREE (1)

REMOVE TREE STUMPS

IN GRASS AREA (2)

GRASS SEED SURFACE RESTORATION

REMOVE TREE STUMPS

IN GRASS AREA (2)

GRASS SEED SURFACE

RESTORATION

REMOVE ASPHALT PAD

REMOVE ASPHALT PAD

REMOVE ASPHALT PAD

EXISTING SIDEWALK TO REMAIN

PROTECT SIGNAGE

PROTECT BUILDING STOOP,

COLUMNS, AND BUILDING CANOPY

EXISTING SIDEWALK TO

REMAIN

REMOVE AND RELOCATE

PARKING SIGN

REMOVE AND RELOCATE

PARKING SIGN

REMOVE TURF AS

REQUIRED

REMOVE TURF AS

REQUIRED

REMOVE TURF AS

REQUIRED

REMOVE PCC SIDEWALK

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2. MAINTAIN TRAFFIC ON ALL LANES OF PLEASANT STREET DURING CONSTRUCTION.

GENERAL NOTES

SUDLOW NEW ADDITION

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COLUMNS

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669 5" PCC SIDEWALK

STAIRS WITH HANDRAILS

ON BOTH SIDES.

SEE DETAIL 12 SHEET C500

SIGN (BID ALTERNATE #2)

6' TALL FENCE, ALUMINUM BLACK

SEE SHEET C502

RETAINING WALL

SEE SHEET C500

6' TALL FENCE, ALUMINUM BLACK

RETAINING WALL

SEE SHEET C500

SHADE SAIL STRUCTURE

LIMESTONE BOULDERS

5" PCC COLORED AND STAMPED

CONCRETE STAGE

SEE SHEET C500

LIMESTONE BOULDERS

5" PCC PLAZA PAVEMENT

BENCH

TRASH RECEPTACLE

DRINKING FOUNTAIN

BENCH

SHADE SAIL POST

UPLIGHTING FOR SHADE SAIL

SHADE SAIL POST

UPLIGHTING FOR SHADE SAIL

SHADE SAIL POST

UPLIGHTING FOR SHADE SAIL

LIMESTONE BOULDERS

PLANTING AREA

SEE SHEET C400

PLANTING AREA

TURF GRASS(SEEDING)

PCC SIDEWALK

TURF GRASS (SEEDING)

SCULPTURE AREA (BY OTHERS)

5.0'

BENCH

SCHOOL ENTRANCE

MAINTENANCE DOOR

SHADE SAIL POST

UPLIGHTING FOR SHADE SAIL

44.8'

32.3'

5.8'

OPEN LAWN/TURF GRASS

LIMESTONE BOULDERS

LIMESTONE BOULDERS

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REMOVE, SALVAGE, AND

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PCC CONCRETE STAGE STAIR

SEE DETAI. 8 SHEET C500

EXISTING PAVEMENT TO REMAIN

5" PCC PAVEMENT

5" PCC PAVEMENT

EXISTING PAVEMENT TO REMAIN

EXISTING PAVEMENT TO REMAIN

PLEASANT STREET

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GENERAL NOTES

SITE PLAN

1. CONTRACTOR SHALL MAINTAIN ACCESS ALONG THE DRIVEWAY FOR DELIVERIES TO THE SCHOOL DURING

CONSTRUCTION.

2. AERIAL IMAGE IS FOR REFERENCE ONLY.

3. CONTRACTOR SHALL MAINTAIN ACCESS TO AT LEAST ONE ADA PARKING STALL AT ALL TIMES

4. CONTRACTOR SHALL MAINTAIN ACCESS TO THE SCHOOL ENTRANCES AS REQUESTED BY THE OWNER.

CONTRACTOR AND OWNER TO COORDINATE.

5. PROVIDE DOMESTIC COLD WATER AND SANITARY PIPING TO NEW DRINKING FOUNTAIN LOCATED

ADJACENT TO THE BUILDING. ROUTE COLD WATER FROM THE STORAGE ROOM DOWN INTO UTILITY

TUNNEL AND ROUTE OUT TO DRINKING FOUNTAIN. ROUTE SANITARY FROM DRINKING FOUNTAIN

THROUGH THE UTILITY TUNNEL TO THE MECHANICAL ROOM. THE SANITARY CAN BE EITHER TIRED

DIRECTLY INTO THE SANITARY SYSTEM OR INDIRECTLY DRAINED AT A FLOOR DRAIN IN THE MECHANICAL

ROOM. THE CONTRACTOR SHALL VERIFY ON SITE CONDITIONS BEFORE BIDDING THIS WORK.

CP4 60D

6"7"6"

6"

COLUMN

669

670

671

672

673

674 674674

670

670

670

671

672

673

669

PCC PAVEMENT

PCC PAVEMENT

PCC PAVEMENT

EXISTING PCC PAVEMENT

TO REMAIN

6.03'

5.00'

6.00'

6.00'

5.00'

JOINTING TO

MATCH EXISTING

PAVEMENT

JOINTING

JOINTING TO MATCH EXISTING

PAVEMENT JOINTING

6.00'

SCHOOL ENTRANCE MAINTENANCE DOORBENCH

BENCHBENCH

WATER DRINKING

FOUNTAIN TRASH RECEPTACLE

PCC PAVEMENT

PCC PAVEMENT

STAIRWAY

PCC PAVEMENT

PCC PAVEMENT

PCC PAVEMENT

STAGE STAIRWAY

PCC COLORED CONCRETE

PAVEMENT STAGE

COLOR 920 ONYX

TEXTURE SMOOTH SLATE (O)

4

.

0

0

'

2.00'

2.00'

2.00'

4

.

0

0

'

4

.

0

0

'

5

.

5

0

'

5.00'

4.00'

3.00'

4.00'

4.00'

3.00'

1

3

.

5

0

'

8

.

5

0

'

9

.

5

0

'

R

=

1

.

0

0

'

R

=

3

.0

0

'

R=

4.00'

PCC PAVEMENT

STAIRWAY

CONCRETE

SCULPTURE PAD

WITH ROCK BAND

ALLOWANCE #1

TRASH RECEPTACLE

PCC COLORED CONCRETE

PAVEMENT STAGE COLOR 920 SMOKE

PCC COLORED CONCRETE

PAVEMENT STAGE COLOR 920 SMOKE

PCC COLORED CONCRETE

PAVEMENT STAGE COLOR 920 SMOKE

PCC COLORED CONCRETE

PAVEMENT STAGE COLOR 920 SMOKE

3

.

0

0

'

2.00'

3.00'

3

.

0

0

'

7.50'

10,50'

2.00'

2.00'

4

.

9

9

'

6.0'

3.0'

4.00'

2.50'

6.00' 2.50

3.00'

2.50'

A B C D E F

A B C D E F

4

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HARDSCAPE SITE PLAN LAYOUT

1. PCC PAVEMENT BROOM FINISH THROUGH JOINTS

2. CONTRACTOR TO PROVIDE COLOR CONCRETE

COLOR AND TEXTURE SAMPLES TO OWNER FOR

COLOR VERIFICATION.

3. COLOR 920 SLATE BASE COLOR, COLOR 920

SLATE COLOR HARDENER, BROOM FINISH

THROUGH JOINTS

4. COLOR 920 ONXY BASE COLOR, COLOR 920

ONYX HARDENER, CONCRETE BROOM FINISH

THROUGH JOINTS

5. CONTRACTOR TO SUBMIT FIELD SAMPLE

COLORS/TEST SAMPLE SIZED 2' X 2' FOR OWNER

APPROVAL PRIOR TO INSTALLATION

6. CONTRACTOR TO VERIFY AND MATCH EXISTING

PAVEMENT JOINTING IN FIELD AND NOTIFY THE

OWNERS REPRESENTATIVE OF ANY

DISCREPANCIES PRIOR TO POURING NEW

CONCRETE PAVING.

7. PAVEMENT JOINTING IS FOR REFERENCE.

JOINTING TO BE LAID OUT AND VERIFIED BY

CONTRACTOR.

GENERAL NOTES

SHREDDED HARDWOOD MULCH

3" DEPTH

ROCK MAINTENANCE STRIP

LEGEND

HMA PAVEMENT

PCC PAVEMENT

TURF GRASS

ALUMINUM EDGING

PCC COLORED CONCRETE

BRICKFORM COLOR

920 SMOKE SMOOTH SLATE

TEXTURE(O)

PCC COLORED CONCRETE

BRICKFORM COLOR

920 ONYX

CP4 60D

6"7"6"

6"

COLUMN

669

670

671

672

673

674 674674

670

670

670

671

672

673

669

6

6

8

.

9

9

M

A

T

C

H

E

X

I

S

T

I

N

G

(

M

E

)

6

7

0

.

3

3

(

M

E

)

6

7

2

.

4

3

(

M

E

)

6

7

3

.

4

3

(

M

E

)

6

7

3

.

5

2

(

M

E

)

6

7

3

.

7

0

(

M

E

)

6

7

3

.

6

8

(

M

E

)

6

7

3

.

6

3

(

M

E

)

6

7

3

.

6

8

(

M

E

)

6

7

3

.

6

8

(

M

E

)

6

7

3

.

6

7

(

M

E

)

6

7

3

.

7

0

(

M

E

)

6

7

3

.

7

2

(

M

E

)

6

7

3

.

7

2

(

M

E

)

6

7

3

.

7

4

(

M

E

)

6

7

3

.

8

8

(

M

E

)

6

7

3

.

9

0

(

M

E

)

6

7

2

.

7

1

T

O

P

O

F

W

A

L

L

(

T

W

)

672.71

(TW)

6

7

2

.

7

1

(

T

W

)

6

7

2

.

7

1

(

T

W

)

6

7

2

.

7

1

(

T

W

)

6

7

2

.

7

1

(

T

W

)

672.71

(TW)

6

7

2

.

7

1

(

T

W

)

6

7

2

.

7

1

(

T

W

)

6

7

2

.

0

4

(

T

W

)

(

T

W

)

6

7

2

.

0

4

(

T

W

)

6

7

2

.

0

4

(

T

W

)

6

7

2

.

0

4

(

T

W

)

6

7

2

.

0

4

TW = PR GROUND

TW = PR GROUND

6

6

9

.

0

4

(

M

E

)

6

6

9

.

6

3

(

M

E

)

6

6

9

.

6

9

(

M

E

)

6

7

0

.

0

2

(

M

E

)

6

7

1

.

0

8

(

M

E

)

6

7

2

.

2

3

(

M

E

)

6

7

2

.

7

0

(

M

E

)

6

7

3

.

4

4

(

M

E

)

6

7

0

.

3

8

6

7

2

.

4

8

6

7

3

.

4

8

6

7

3

.

5

7

6

7

2

.

7

1

B

O

T

T

O

M

O

F

W

A

L

L

(

B

W

)

6

7

1

.

2

0

(

B

W

)

6

7

0

.

3

5

(

B

W

)

6

7

0

.

3

8

(

B

W

)

6

6

9

.

9

6

(

B

W

)

6

6

9

.

9

6

(

B

W

)

6

7

0

.

5

7

(

B

W

)

6

7

0

.

8

1

(

B

W

)

6

7

1

.

4

2

(

B

W

)

6

7

2

.

0

4

(

B

W

)

6

7

0

.

7

6

(

B

W

)

6

7

3

.

0

0

6

7

3

.

5

7

6

7

3

.

9

9

674.03

6

7

3

.

6

1

6

7

3

.

0

2

6

7

2

.

9

9

6

7

2

.

9

2

6

7

2

.

7

1

6

7

2

.

7

1

6

6

9

.

9

6

6

6

9

.

9

6

6

7

4

.

1

2

6

7

4

.

1

4

6

7

4

.

1

5

6

7

4

.

2

4

6

7

4

.

2

4

6

7

4

.

2

4

6

7

4

.

2

4

6

7

4

.

2

4

6

7

4

.

2

4

6

7

4

.

2

2

6

7

4

.

2

2

6

7

4

.

2

2

6

7

3

.

6

2

6

7

3

.

6

2

6

7

3

.

6

2

6

7

3

.

6

2

6

7

3

.

6

2

6

7

4

.

2

2

6

7

4

.

2

2

6

7

3

.

2

9

B

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(

B

S

)

6

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3

.

2

5

(

B

S

)

6

7

3

.

1

6

(

B

S

)

6

7

3

.

0

8

(

B

S

)

6

7

3

.

0

4

(

B

S

)

T

O

P

O

F

S

T

E

P

(

T

S

)

(

T

S

)

6

7

3

.

6

4

(

B

S

)

(

T

S

)

(

T

S

)

(

T

S

)

(

T

S

)

(

T

S

)

(

T

S

)

(

T

S

)

(

T

S

)

6

7

3

.

6

4

(

B

S

)

6

7

3

.

6

4

(

B

S

)

673.64

(B

S

)

6

7

3

.

6

4

(

B

S

)

6

7

4

.

2

0

6

7

4

.

2

0

6

7

4

.

2

4

6

7

3

.

4

3

6

7

4

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3

674.0

2

6

7

3

.

7

8

6

7

3

.

7

4

6

7

3

.

9

9

6

7

3

.

2

6

6

7

3

.

4

9

6

7

3

.

5

3

6

7

4

.

2

1

6

7

3

.

8

9

6

7

4

.

1

4

6

7

3

.

1

5

6

7

3

.

1

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674.2

0

6

7

3

.

0

9

6

7

2

.

9

5

6

7

2

.

6

1

6

7

3

.

4

5

6

7

3

.

4

9

6

7

3

.

5

7

6

7

3

.

4

0

6

7

3

.

3

4

6

7

3

.

1

2

6

7

3

.

0

3

6

7

2

.

9

1

6

7

2

.

8

8

6

7

2

.

8

8

6

7

2

.

8

6

6

7

2

.

3

9

6

7

2

.

4

4

6

7

2

.

7

5

6

7

3

.

2

6

6

7

3

.

5

4

6

7

3

.

3

1

6

7

2

.

5

1

6

7

2

.

4

2

6

7

3

.

2

2

6

7

3

.

5

5

6

7

3

.

6

1

6

7

3

.

4

8

6

7

3

.

5

5

6

7

2

.

8

8

6

7

3

.

0

1

6

7

3

.

1

9

6

7

3

.

4

1

6

7

3

.

4

6

6

7

3

.

3

5

6

7

3

.

1

7

6

7

3

.

2

1

(5) 6

1

2

" TALL RISERS WITH

13" TREADS. SEE DETAIL 12

SHEET C500

6

7

4

6

7

3

6

7

3

673

6

7

4

6

7

3

6

7

2

671

670

670

6

7

2

671

GRADE DRAINAGE

SWALE TO PROVICE

POSITIVE DRAINAGE

1

.

0

0

%

1

.

0

0

%

1

.

0

0

%

1.00%

1.00%

1.0

0%

1

.

0

0

%

1

.

0

0

%

3

.

5

7

%

3.73%

0

.

2

5

%

2

.

7

2

%

2

.8

8

%

3.00%

2.87%

3.94%

5.00%2.05%

5.8

9%

5.7

6%

1.13%

0.52%

0

.

5

2

%

1

.

7

6

%

3

.

3

0

%

3.3

5%

1

.

5

6

%

0

.3

0

%

1

.

4

4

%

1.49%

1.32%

1.06%

1

.

9

9

%

1

.

4

7

%

1

.

9

9

%

3.52%

3.71%

0.6

2%

1

.

2

5

%

1

.

2

5

%

0.2

9%

1.4

8%

0.3

2%

1.4

8%

2.5

6%

2.18%

2.5

1%

2.23%

2

.

7

0

%

5.7

5%

6.48%

5

.

3

0

%

5

.

1

8

%

6

.1

9

%

4.7

4%

5.6

2%

5.5

9%

3.69%

6

7

3

.

4

9

6

7

3

.

0

2

6

7

3

.

3

4

6

7

3

.

3

0

A B C D E F

A B C D E F

4

3

2

1

4

3

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M

GRADING NOTES

1. STRIP EXISTING TOPSOIL WITHIN THE PROJECT LIMITS

AND AREAS TO RECEIVE FILL. STOCKPILE TOPSOIL FOR

REUSE. HAUL AWAY EXCESS TOPSOIL.

2. REMOVE AND RECOMPACT AREAS OF SUBGRADE WHICH

ARE SOFT OR UNSTABLE TO MEET SPECIFIED LIMITS FOR

DENSITY AND MOISTURE CONTENT.

3. SCARIFY EXISTING SUBGRADE TO A DEPTH OF [8] [12]

INCHES AND RECOMPACT TO 95% OF STANDARD

PROCTOR DENSITY (ASTM D698) PRIOR TO PLACEMENT

OF FILL.

4. DO NOT PLACE, SPREAD, OR COMPACT ANY FILL

MATERIAL DURING UNFAVORABLE WEATHER

CONDITIONS AND DO NOT RESUME COMPACTION

OPERATIONS UNTIL MOISTURE CONTENT AND DENSITY

OF IN-PLACE FILL MATERIAL ARE WITHIN SPECIFIED

LIMITS.

5. FINISHED CONTOURS SHOWN ARE TO TOP OF PAVEMENT

OR TO TOP OF TOPSOIL.

6. FILLS PLACED BELOW LAWN AREAS SHALL BE

COMPACTED TO 85% OF MATERIALS MAXIMUM

STANDARD PROCTOR DRY DENSITY (ASTM D698).

7. SCARIFY SUBGRADE TO DEPTH OF 3 INCHES WHERE

TOPSOIL IS SCHEDULED. SCARIFY AREAS WHERE

EQUIPMENT USED FOR HAULING AND SPREADING

TOPSOIL HAS CAUSED COMPACTED SUBSOIL.

8. FILL MATERIAL OBTAINED FROM OFF-SITE SOURCES

SHALL BE SOIL OR SOIL AND ROCK MIXTURE FREE FROM

ORGANIC MATTER AND OTHER DELETERIOUS

SUBSTANCES. IT SHALL CONTAIN NO ROCKS OR LUMPS

OF 4 INCHES IN GREATEST DIMENSION AND NOT MORE

THAN 15% OF THE ROCKS OR LUMPS SHALL BE LARGER

THAN 2-1/2 INCHES IN GREATEST DIMENSION.

9. FILL PLACED WITHIN THE AREAS TO BE PAVED SHOULD

CONSIST OF APPROVED MATERIALS WHICH ARE FREE OF

ORGANIC MATTER AND DEBRIS. THE FILL SHOULD BE

PLACED AND COMPACTED IN LIFTS OF 9 INCHES OR LESS

IN LOOSE THICKNESS. FILL PLACED AND MORE THAN 12

INCHES BELOW FINISHED SUBGRADE ELEVATION IN

AREAS TO BE PAVED SHOULD BE COMPACTED TO AT

LEAST 95% STANDARD PROCTOR DRY DENSITY (ASTM

D698). THE UPPER 12 INCHES OF SUBGRADE IN AREAS

TO BE PAVED AND SHOULD BE COMPACTED TO AT LEAST

98% STANDARD PROCTOR DRY DENSITY (ASTM D-698).

FINISH GRADES SHOWN ARE TO TOP OF PAVING OR

SIDEWALKS.