ADDENDUM NO. 4...Plaza on the Green 03/27/17 8800 Firethorn Lane Lincoln, Nebraska TCEP Project No.:...

Plaza on the Green 03/27/17

8800 Firethorn Lane

Lincoln, Nebraska

TCEP Project No.: 067-001-16

ADDENDUM NO. 4 ADD4-1

ADDENDUM NO. 4 The Architect/ Engineer issues this addendum, applicable to the above named project, to all known Contractors before receipt of proposal. This addendum includes Item Number 4-1 thru 4-39. This addendum item shall be fully incorporated into the Bidding/Contract Documents and have the same force and effect as though originally included. The Bidder shall acknowledge receipt of this Addendum No. 4 on the Bid Proposal Form in the place provided.

FRONT END

Item 4-1: Section 00 42 00 Bid Form Alternate Nos. 002, 003 & 004 have been added. This section has been revised and

reissued in its entirety.

Item 4-2: Section 01 23 00 Alternates

Add text as follows to Section Part 3 – Execution:

3.1.B. Alternate No. 002 – Add Alternate Site Utilities

1. Base Bid: All work to be as indicated in the Construction Drawings and Specifications.

2. Add Alternate: Extend utilities to North corner of site as shown on Sheets C1.03 & E0.01, including connection of Sanitary Sewer, Water, and Power.

3.1.C. Alternate No. 003 – Deduct Alternate Suspension Horizontal Cable Rail System


2. Deduct Alternate: Replace custom vertical cable rail system with Horizontal Cable Rail System by Lexco or approved equal. All materials, finishes and performance criteria must meet Specification 05 52 13.

3.1.D. Alternate No. 004 – Deduct Alternate Limestone Color Substitution


2. Deduct Alternate: Limestone Color Substitution only: Edward’s Stone ‘Dimensional Collection’ in Color: Ste Gen Tan. Actual dimensioned stone heights of 2.25”, 5”, 7.75” and 10.50” are acceptable.


8800 Firethorn Lane

Lincoln, Nebraska



SITE

Specifications

Item 4-3: Section 32 92 00 Turf and Grasses

Reference 3.7, paragraph A. Add the following; 4. Roll sod two directions with a 4’-6’

minimum 2000 lb. Roller within one week after initial laying. Flag all irrigation heads prior to rolling.

Item 4-4: Section 31 19 13 – Bioretention Soil

Section issued in its entirety.

Drawings

Item 4-5: Sheet C1.01 – Site Utility Plan

Sheet reissued in its entirety.

Item 4-6: Sheet C1.02 – Site Sewer Plan


Item 4-7: Sheet C1.03 – (Alternate No. 2) Site Utility Plan

Sheet issued in its entirety.

Item 4-8: Sheet L2.02 – Site Layout Plan


Item 4-9: Sheet L3.00 – Erosion and Sedimentation Prevention Plan


‘Item 4-10: Sheet L3.01 – Site Grading Plan


Item 4-11: Sheet L4.01 – Planting Plan


Item 4-12: Sheet L6.01 – Site Details


Item 4-13: Sheet L6.02 – Site Wall Details



8800 Firethorn Lane

Lincoln, Nebraska







Item 4-16: Sheet L6.05 – Site Details


ARCHITECTURAL

Item 4-17: Section 04 72 00 – Cast Stone Masonry Substitution Request

Cast Stone by Artisan Stone Company is approved as equal. Must meet all criteria as listed in the specification.

Item 4-18: Section 05 52 13 and Sheets A1.11, A1.12, A1.13, A5.11, A5.14. In reference to

Suspension Cable Guardrails.

a) Galvanized Steel may be used in lieu of Stainless Steel Posts, Rails and Brackets.

Painting requirement remains, see specification. b) Cabling attachment may be swaged through use of stud and receiver connection to

in lieu of turnbuckles. Required adjustments for tensioning and re-tensioning must be maintained to meet performance criteria as outlined in the specification, see section 2.2.A.

Item 4-19: Sheet A4.10– Wall Sections

Detail #1: dotted hatch and note called out as “Hardcoat Plaster Beyond” is incorrect. Reference Plan Details 5/A7.10 and 4/A7.11 as correct, metal panel wrapped.


Detail #3: metal flashing added at Balcony side of parapet wall. See attached sheet.


Detail #3: metal flashing added at Balcony side of parapet wall. See attached sheet.

Item 4-22: Sheet A6.10 & A6.11 – Enlarged Plans

a) Add two Soap Dispensers at each of the following rooms: Men 107, Women 108,

Men 305, Women 306. b) Add one Soap Dispenser at each of the following rooms: Mother’s 354, Tlt/Shower

357, Tlt/Shower 358.


8800 Firethorn Lane

Lincoln, Nebraska



Item 4-23: Sheet F0.00 – Room Finish Schedule & Details

Transition edge details #3, #4 added. PCT-5 is not used. See attached sheet.

Item 4-24: Sheet F1.00 – Finish Floor Plan – Lower Level

Sign tags and Transition Edge tags added. See attached sheet.

Item 4-25: Sheet F1.01 – Finish Floor Plan – Main Level

Sign tags and Transition Edge tags added. See attached sheet.

Item 4-26: Sheet F1.02 – Finish Floor Plan – Upper Level

Balcony 320 to have finish floor tag labeled PCT-4. Sign tags and Transition Edge tags added. See attached sheet.

Item 4-27: Sheet F1.03 – Finish Floor Plan – Penthouse Level

Balcony 401.1 to have finish floor tag labeled PCT-4. See also Sheet A1.30 for extent of PCT-4 Roof Pavers. Sign tags and Transition Edge tags added. See attached sheet.

Item 4-28: Sheet F1.21 – Signage Plan and Details

Interior Signage and Schedule added. See attached drawing.

STRUCTURAL

Drawings

Item 4-29: Sheet S0.00 – Structural Notes

Structural Design Criteria, Vertical loads – revise as follows:

a) Revise Framed Floors Live Load from 80 psf to 100 psf. b) Revise note (5) to read: “Does not include self-weight of precast double tees and

hollowcore.”

Item 4-30: Sheet S1.02 – Top of Concrete Wall Plan

Sheet re-issued in its entirety. Revisions have been clouded.


8800 Firethorn Lane

Lincoln, Nebraska



Item 4-31: Sheet S2.01 – Main Level Framing Plan

Reference Grid Intersection J-6.7, Revise joist note to read: “JOIST SHALL BEAR ON PRECAST BEAM LEDGE OR CONT. 5x3x3/8” ANGLE (LLV) w/ 1/4” FITTED STIFFENERS CENTERED ON JOIST BEARING ATTACHED TO PRECAST BEAM w/ 5/8” DIAMETER SIMPSON STRONG-TIE TITEN HD HEAVY DUTY SCREW ANCHORS SPACED AT 12” O.C.”

Item 4-32: Sheet S3.04 – Foundation Plan Details

Details 4 & 5. Revise dimensions on 16” wide wall from 8”, 8” to 6” (hatched),

10” (unhatched)

Item 4-33: Sheet S4.02 – Framing Details

Details 8, 9 and 13 shall be revised in the following manner.

1. Joists shall bear on a continuous 5x5x3/8” angle w/ 1/4” fitted stiffeners centered on joist bearing locations. Angle shall be bolted to wall w/ 5/8” diameter Simpson Strong-Tie Titen HD heavy duty screw anchors w/ 4 1/8” embedment spaced at 12” on center.

2. Top of wall shall equal top of double tee. #5 dowels w/ 2’-0” horiz leg & 2’-6” vertical leg shall be added from topping slab to cast in place wall, spacing to match vertical wall reinforcing.

Item 4-34: Sheet S4.03 – Framing Details

a) Detail 6 shall be revised in the following manner.

1. Reference wall nearest grid 11. Joists shall bear on a continuous 5x3x3/8”

angle (LLV) w/ 1/4” fitted stiffeners centered on joist bearing locations. Angle shall be bolted to wall w/ 5/8” diameter Simpson Strong-Tie Titen HD heavy duty screw anchors w/ 2 3/4” embedment spaced at 12” on center.

2. Top of wall shall equal top of hollowcore. #5 dowels w/ 2’-0” horiz leg & 2’-6” vertical leg shall be added from topping slab to cast in place wall, spacing to match vertical wall reinforcing.

b) Detail 7 shall be revised in the following manner.

1. Revise cast in place concrete wall dimensions to 6” and 10” from left to right. 2. Topping slab shall extend over hollowcore and down to hollowcore bearing

elevation. #5 dowels w/ 2’-0” horiz leg & 3’-6” vertical shall be added from topping slab to cast in place wall, spacing to match vertical wall reinforcing.

MECHANICAL

Specification

Item 4-35: Section 23 81 46 – Water Source Unitary Heat Pump

Refer to paragraph 2.1.P. Remove last line of paragraph, “Provide with equipment manufacturer’s schedule space thermostat.”


8800 Firethorn Lane

Lincoln, Nebraska



Item 4-36: Section 23 21 13 – Hydronic Piping

Aquatherm polypropylene piping is an approved material substitution for the heat pump and hydronic piping. If polypropylene piping is used it will have to be fire wrapped in accordance with ASTM E84, NFPA 255 and UL 723. See enclosed material specification.

ELECTRICAL

Drawings

Item 4-37: Sheet E0.01 – Site Electrical Utilities Plan

Route (1) 4” conduit from Electrical 120, underground, and stub up adjacent to the other utilities being routed approximately 350’ to the North West. Install with pull string. Cap and label ends. See the landscape plans as well as the architectural plans for additional information.

Item 4-38: Sheet E4.01 –Lighting Fixture Schedule

The following fixtures shall be added as equals. Coordinate fixtures with all ceiling types.

A FINELITE HP-4-ID-8H-S-835-F-F-120V B FINELITE HP-4-R-S-835-F-120V C PATHWAY 4VLFL2X-3000-35K-E1-D8-4VLED-SCLPF C LITHONIA LIGHTING LDN4 35/30 LO4AR LSS MVOLT EZ10 D COLUMBIA LIGHTING LLHV-4-35-M-W-ST-ED-U D LITHONIA LIGHTING IBG 1500LM SEF AFL GND MVOLT OZ10 35K 80CRI DWH EXIT LITHONIA LIGHITNG LE S W 2 R EL N SD EXIT DUALLITE SE-S-R-W-E-I H BIRCHWOOD LIGHTING KEL-LED-125-HLO-35-4/6/8/CR-120-CSS P PRESCOLITE LF6LED8G4-120-6LFLED8G4-35K-WT P LITHONIA LIGHTING LDN6 35/30 LO6AR LSS MVOLT EZ10 P1 LITHONIA LIGHTING LDN6 35/30 LO6AR LSS MVOLT EZ10 EL Q COLUMBIA LFT-24-35-XW-G-FS-A12-E-U R1 FINELITE HP-4-ID-*-H-S-835-F-F-120V-FA S1 LUMASCAPE LS9403LED-2H4-SS-WD-13-DIM-U T FINELITE HP-2-WM-D-4’-S-8-35-120V U WINONA LIGHTING WLAC801L LSL 4FT MSL4 CCH1A INT AL 1AH1 40K

MVOLT CA SGW Y COLUMBIA LCS-4’-35-ML-ED-U Y LITHONIA LIGHTING ZL1N L48 5000LM L/LENS MVOLT 35K 80CRI WH Z ECOSENSE LIGHTING L50 I 48” 04 35 80 MULT ASYM Z-LVR ECOSENSE LIGHTING LV-L50-ASYM-48” AA FINELITE HP-4-WW-R-K-4’-S-835-120V BB INDUSTRIAL LTG PRODUCTS UFO-40WLED-UNV-40-WHT BB LITHONIA LIGHTING PGX LED P3 40K T5M MVOLT PM DWHXD BB1 LITHONIA LIGHTING PGX LED P3 40K T5M MVOLT PM PIRH DWHXD CC INTER-LUX 711/12/31-69-51-11-Z70-E HH JUNO N5LBZSDCB MM LITHONIA LIGHTING OFL1 LED P1 40K MVOLT THK DDBXD


8800 Firethorn Lane

Lincoln, Nebraska



MM-MT HYDREL SMSA18 12C BZ KK METALUX SSLED-LD1-12-W-UNV-L840

Item 4-39: Sheet E6.01 – Electrical Details

Sheet E6.01 was omitted from addendum #3 and is included in this addendum.

END OF ADDENDUM NO. 4

Plaza on the Green 03/17

8800 Firethorn Lane

Lincoln, Nebraska


BID FORM 00 42 00 - 1

SECTION 00 42 00 - BID FORM

BID PROPOSAL FOR CONTRACT FOR

Plaza on the Green

Lincoln, Nebraska

Date: ____________ Submitted To: _______________________________________________________________ Submitted By: _______________________________________________________________ Addenda Received: ____________________________________________________________

The undersigned, having examined the plans, project manuals and related documents, and the site of the

proposed work, and being familiar with all of the conditions surrounding the construction of the proposed

project, including the availability of labor, hereby proposes to furnish all labor, materials and supplies to do

the work in accordance with the Contract Documents and terms and condition described below:

Recognizing that time will be of the essence, the undersigned proposes, upon execution of the Agreement

Between Owner and Contractor or upon receipt of notice to proceed from the Owner (whichever comes

first), to immediately start the Work of the Contract. The Agreement Between Owner and Contractor will

be executed as soon as possible after the opening and award of bids. The undersigned proposes to bring

the work to a state of Substantial Completion on or before June 29, 2018.

Markup percentage for all changes in the work shall not exceed 10%. This shall include all overhead and

profit associated with each change. See Section 01 26 00, “Contract Modification Procedures”, for

administrative and procedural requirements for handling and processing contract modification. See

Section 01 21 00, “Allowances” for exceptions to this requirement.

Execution of Agreement: The undersigned will, within fourteen (14) days of receipt of notice of acceptance

of this proposal, enter into agreement with the Owner on the Owner’s agreement form and will deliver the

required Performance Bond and Labor and Materials Payment Bond.

TOTAL PRICE: The undersigned proposes to perform the Work shown/described in the bidding

documents for the sum of:

___________________________________________________________________________________

________________________________________________ Dollars ($___________________________).


8800 Firethorn Lane

Lincoln, Nebraska


BID FORM 00 42 00 - 2

ALTERNATES:

1. Deduct Alternate: Remove as indicated on drawing Sheets A1.10, all finish work related to interior Fit Out of Kitchen 111, North portion of Corridor 113, Conference Room 114 and Conference Room 115.

(Alternate No. 001): _______________________________________, $______________)

2. Add Alternate: Extend utilities to North corner of site as shown on Sheets C1.03 & E0.01, including connection of Sanitary Sewer, Water, and Power.

(Alternate No. 002): _______________________________________, $______________)

3. Deduct Alternate: Replace custom vertical cable rail system with Horizontal Cable Rail System by Lexco or approved equal. All materials, finishes and performance criteria must meet Specification 05 52 13.

(Alternate No. 003): _______________________________________, $______________)

4. Deduct Alternate: Limestone Color Substitution only: Edward’s Stone ‘Dimensional Collection’ in Color: Ste Gen Tan.

(Alternate No. 004): _______________________________________, $______________) UNIT PRICES:

1. Unit Price No. 01 – Unsuitable Material Below Exposed Subgrade. See Section 01 22 00 Unit Prices.

(Unit Price No. 1): _______________________________________, $_________/CY)

2. Unit Price No. 02 –Place and finish additional 6” concrete pavement and subgrade preparation. See Section 01 22 00 Unit Prices.

(Unit Price No. 2): _______________________________________, $_________/SF)


8800 Firethorn Lane

Lincoln, Nebraska


BID FORM 00 42 00 - 3

Respectfully Submitted,

_____________________________________

(Signature)

_____________________________________

(Company)

_____________________________________ (Seal, if by a Corporation)

(Business Address)

_____________________________________

(Telephone Number)

END OF SECTION 00 42 00


8800 Firethorn Lane

Lincoln, Nebraska


BIORETENTION SOIL 31 19 13 - 1

SECTION 31 19 13 – BIORETENTION SOIL FOR TURF AND LANDSCAPE AREAS

1. GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1. See Section 007300 “Supplementary Conditions”, if included, for requirements relating to interpretation of the drawings and specifications.

1.2 SUMMARY

A. This Section includes the following:

1. Soil Mix 2. Compost 3. Fine Sand 4. Rock Filter 5. Filter Fabric 6. Mulch

B. Related Sections included the following:

1. Division 31 Section “Erosion and Sediment Control Systems” for erosion control materials 2. Division 31 Section “Earthwork” for excavation, filling and backfilling, and rough grading 3. Division 32 Section “Planting Irrigation” for plant irrigation 4. Division 32 Section “Furnishing and Planting of Plant Material” for plant material and

mulch 5. Division 33 Section “Sub drainage Systems” for subdrain pipes

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

1. Compost testing results

B. Test Results: For each type of product indicated.

1. Compost lab analysis 2. Top Soil lab analysis 3. Sand lab analysis


8800 Firethorn Lane

Lincoln, Nebraska



4. Permeability testing before and after planting. Reference notes on detail and grading sheets for requirements.

C. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of bioretention areas during a calendar year. Submit before start of required maintenance periods.

1.4 QUALITY ASSURANCE

A. Pre-installation Conference: Before installing, conduct conference at project site. Notify Architect and other participants at least 5 working days before conference.

1.5 DELIVERY, STORAGE AND HANDLING

A. Packaged Materials: Deliver packaged materials in containers. Protect materials from deterioration during delivery and while stored at site.

B. Bulk Materials:

1. Do not dump or store bulk materials near structures, utilities, walkways and pavements including pervious concrete unit pavement, or on existing turf areas or plants.

2. Provide erosion-control measures to prevent erosion or displacement of bulk materials, discharge or soil-bearing water runoff, and airborne dust reaching adjacent properties, water conveyance systems, or walkways.

1.6 PROJECT CONDITIONS

A. Coordinate bioretention locations, installation, and sequencing with other work to avoid interference and to assure proper placement.

1.7 SPECIAL PROJECT WARRANTY

A. The contractor shall provide replacement soil for all bioretention areas which may wash away or settle during the first 2 years following the completion and acceptance of bioretention construction.

1. Notify Landscape Architect for inspection and acceptance

B. Completion of the 2 year warranty: Landscape Architect will make an inspection of the bioretention areas for acceptability. The contractor will be notified in writing of any material that shall be replaced as described in paragraph 3.


8800 Firethorn Lane

Lincoln, Nebraska



2. PRODUCTS

2.1 PRODUCTS

A. Soil Mix:

1. Planting mix of Fine Sand and Compost mixed to the following proportion. Material %by volume Compost 30% Topsoil 30% Fine Sand 70%

2. Planting mix shall be thoroughly mixed 3. Final mix shall have a pH of between 5.5 and 8.0 4. Final mix shall have an organic matter content (tested by ignition) of between 3 and 5%.

Sample of final mix test for organic matter shall be screen through a ¼” mesh rather then the standard 2mm screen.

5. Final mix shall contain no other material or substances that may be harmful to plant growth, or prove a hindrance to the planting or maintenance operations.

6. Provide a two gallon sample of each mix ratio with the required soil test results. 7. Clay Content: less than 10%

B. Compost:

1. Shall be mature, weed free, and produced by aerobic decomposition of organic matter. Compost feedstock shall be yard waste trimmings and/or source-separated municipal solid waste to produce a fugally dominated compost. The product must not carry and visible refuse or other physical contaminants, substances toxic to plants, or over 5% sand, silt, clay or rock material by dry weight. The product shall possess no objectionable odors. The product must meet all applicable USEPA CRF, Title 40, Part 503 Standards for Class A biosolids. The moisture level shall be such that no visible water or dust is produced when handling the material.

2. Compost shall be dark brown in color, approximately the color of dark chocolate candy (70% chocolate). Black compost and compost the color of milk chocolate shall be rejected.

3. Compost shall have a strong aerobic (sweet) odor. Compost lacking a strong aerobic odor or which has an anaerobic (sour) odor shall be rejected.

4. Testing: The results of Compost analysis shall be provided by the Compost supplier. Before delivery of the Compost, the supplier must provide the following documentation:

a. Feedstock percentage in the final Compost product b. A statement that the Compost meets federal and state health and safety

regulations


8800 Firethorn Lane

Lincoln, Nebraska



c. A copy of the lab analysis, less than four months old, performed by a Seal of Testing Assurance Certified Laboratory verifying that the Compost meets the following requirements:

1) Physical Requirements for Compost Organic Matter Parameter Range Testing Method pH 5.5-8.0 TMECC 4.11A Soluble Salt Concentration <4dS/m TMECC 4.10-A Moisture 35-55% wet weight basis Organic Matter >35% dry weight basis TMECC 5.07-A Carbon to nitrogen ratio 15:1-30:1 Particle Size 99% pass through 2 inch TMECC 2.02-B screen or smaller; 25% pass through 3/8 inch screen or smaller Maturity Index 6 to 8 Solvita Physical contaminants <1% dry weight basis TMECC 3.08-A (man made inerts)

2) Chemical contaminants Meet or exceed US EPA Class A standard, 40 CFR§ 503.13, Tables 1 and 3 levels Arsenic <41 ppm TMECC 4.06-AS Cadmium < 39 ppm TMECC 4.06-CD Copper <1,500 ppm TMECC 4.05-CU Lead <300 ppm TMECC 4.06-PB Mercury <17 ppm TMECC 4.06-HG Molybdenum <75 ppm TMECC 4.05-MO Nickel <420 ppm TMECC 4.06-NI Selenium <100 ppm TMECC 4.06-SE Zinc <2,800 ppm TMECC 4.06-ZN

3) Biological contaminants Meet or exceed US EPA Class A standard, 40 CFR§ (pathogens) 503.32(a) levels: Fecal coliform <1,000 MPN per gram, TMECC 7.01 by dry weight basis Salmonella <3 MPN per 4 grams, TMECC 7.02 dry weight basis

d. Compost testing methodologies and sampling procedures shall be as provided in Test Methods for the Examination of Compost and Compost (TMECC), as published by the US Composting Council.

e. Provide a one gallon sample with manufactures literature and material certification that the product meets the requirements.


8800 Firethorn Lane

Lincoln, Nebraska



C. PLANTING BED TOPSOIL

1. New topsoil that is fertile, friable, natural loam, dark in color, free of subsoil, clay lumps, brush, weeds, and other debris; and free of roots, stumps, stones larger than one inch in any dimension; and free of other extraneous or toxic matter harmful to plant growth. Topsoil should be obtained from local sources. It should have an acidity range (pH) of 5.5 - 7.5, and an organic matter content between 2 and 8 percent. Loam topsoil must have 7 to 20 percent clay, 28 to 60 percent silt, and less than 52 percent sand particles. Not more than 10 percent of topsoil weight can be gravel or stones.

a. Particle Size: Provide topsoil which conforms with the following categories:

1) Clay: 0.002 mm and smaller. 2) Silt: 0.002 to 0.02 mm. 3) Sand: 0.02 to 0.2 mm.

b. Proposed topsoil material shall be inspected and approved by the Architect

D. Fine Sand

1. Fine concrete sand, ASTM C-33 Fine Aggregate, with a Fines Modulus Index of 2.3 and 3.1

a. Sands shall be clean, sharp, natural sands free of limestone, shale and slate particles. Sand pH shall be lower than 7.5

b. Provide the following particle size distribution: Sieve: Percent Passing: 3/8” (9.5mm) 100 No 4 (4.75mm) 95-100 No 8 (2.36mm) 80-100 No 16 (1.18mm) 50-85 No 30 (.60mm) 25-60 No 50 (.30mm) 5-30 No 100 (.15mm) 0-10

c. Provide a two gallon sample with manufacturer’s literature and material certification that the product meets the requirements.

E. Rock Filters

1. Rock Filter 1: double washed, free draining #8 aggregate 2. Rock Filter 2: double washed, free draining #57 aggregate


8800 Firethorn Lane

Lincoln, Nebraska



F. Filter Fabric: meets the following requirements

1. ASTM D-4632 (tensile strength – 205 lb) 2. ASTM D-6241 (puncture strength – 500 lb) 3. ASTM D-3786 (Mullen burst strength – 350 PSI) 4. Woven 5. Maintains 75 GPM per s.f. flow rate

G. Mulch: As described in Section 329300 – Furnishing and Planting of Plant Materials.

3. EXECUTION

3.1 EXAMINATION

A. Examine areas and conditions for compliance with requirements for earthwork, pavement work, erosion control, seeding and other conditions affecting performance of work.

1. Do not begin installation before final grading is completed unless otherwise permitted by Landscape Architect

B. Proceed with installation only after unsatisfactory conditions have been removed.

3.2 PREPARATION

A. Outline and stake location of bioretention area for Landscape Architect approval.

3.3 INSTALLATION

A. Rip bottom and sides of the Bioretention cells to a minimum depth of 18” prior to installation of soils.

B. Install bioretention locations indicated and noted on the drawings

C. Installation of soils must be done in a manner that will ensure adequate Infiltration

D. Installed in 12” to 18” lifts and lightly compacted. Minimal compaction effort can be applied to the soil by tamping with a bucket from a dozer or backhoe

E. Lifts are not compacted but performed to prevent possibility of excessive settlement

F. No additional manual compaction of soil is necessary. Rake soil material as needed to level out. Overfill above the proposed surface invert to accommodate natural settlement to proper grade. Depending upon the soil material, up to 20% natural compaction may occur


8800 Firethorn Lane

Lincoln, Nebraska



G. Sieve analysis, pH, porosity, permeability and organic matter tests must be performed per each bioretention area.

H. It is very important to minimize compaction of both the base of the bioretention area and the required backfill. When possible, use excavation hoes to remove original soil. If bioretention areas are excavated using a loader, equipment with narrow tracks or narrow tires, rubber tires with large lugs, or high pressure tires will cause excessive compaction resulting in reducing infiltration rates and storage volumes and is not acceptable. Compaction will significantly contribute to design failure. Compaction can be alleviated at the base of the bio retention facility by using a primary tilling operation such as a Chisel Plow, Ripper, or Subsoiler. These tilling operations are to refracture the soil profile through the 12 inch compaction zone. Substitute methods must be approved by the landscape architect. Rototillers typically do not till deep enough to reduce the effects of compaction from heavy equipment.

I. When back filling the bioretention facility, do not use heavy equipment within the bioretention basin. Heavy equipment can be used around the perimeter of the basin to supply soils and sand. Grade bioretention materials with light equipment such as a compact loader or a dozer/ loader with marsh tracks.

J. In order to speed up the natural compaction process, presoaking the placed soil may be performed. Significant settlement can occur after the first presoak, and additional settlement may occur subsequent to the initial wetting. If time and construction scheduling permits, it is preferable to allow natural settlement to occur with the help of rain events to presoak the soil medium.

3.4 MAINTENANCE

A. Begin maintenance immediately after installation.

B. Protect Bioretention Soil from sedimentation from adjacent soils with silt fence and check for signs of erosion after rainstorms. Repair gullies or other signs of erosion.

C. Replenish mulch when needed.

D. Remove accumulated sediment; replace top inch of soil when clogged.

E. Check overflow pipe and remedy clogging as needed.

3.5 CLEANUP AND PROTECTION

A. During bioretention work, keep pavements clean and work areas in an orderly condition.

END OF SECTION 31 19 13


8800 Firethorn Lane

Lincoln, Nebraska


23 21 13 HYDRONIC PIPING 1

2

Polypropylene Piping 3

4

1.1 SUMMARY 5

A. This Section includes pipe and fitting materials, joining methods and 6

specialty items for the following: 7

1. Heat pump water 8

2. Heating water 9

10

1.2 REFERENCE DOCUMENTS 11

A. ASTM F 2389-07 - Standard Specification for Pressure-rated Polypropylene 12

(PP) Piping Systems 13

14

B. CSA B137.11 - Polypropylene (PP-R) Pipe and Fittings for Pressure 15

Applications 16

17

C. NSF/ANSI 14 – Plastic Piping System Components and Related Materials 18

19

1.3 DEFINITIONS 20

A. Definitions shall be in accordance with local mechanical codes and ASTM F 21

2389. 22

23

1.4 SUBMITTALS 24

A. Material list naming each product to be used identified by manufacturer and 25

product number, in accordance with Section 01 30 00. 26

27

1.5 QUALITY ASSURANCE 28

A. Material shall be certified by NSF International as complying with NSF 14, and 29

ASTM F 2389 or CSA B137.11. 30

31

B. Material shall comply with manufacturers specifications. 32

33

C. Special Engineered products shall be certified by NSF International as 34

complying with NSF 14. 35

36

37

38

39

40

41

42

43


8800 Firethorn Lane

Lincoln, Nebraska


PART 2 – PRODUCTS 1

2

2.1 PIPE AND PIPING PRODUCTS 3

A. Pipe shall be manufactured from a PP-R resin meeting the short-term properties 4

and long-term strength requirements of ASTM F 2389 or CSA B137.11. The 5

pipe shall contain no rework or recycled materials except that generated in the 6

manufacturer's own plant from resin of the same specification from the same 7

raw material. All pipe shall be made in an extrusion process. Hydronic hot 8

water and heating piping shall contain a fiber layer (faser) to restrict thermal 9

expansion. All pipe shall comply with the rated pressure requirements of 10

ASTM F 2389 or CSA B137.11. All pipe shall be certified by NSF 11

International as complying with NSF 14, and ASTM F 2389 or CSA B137.11. 12

13

B. Pipe shall be Aquatherm® Green Pipe® MF® or Blue Pipe® MF®, available 14

from Aquatherm, NA. Piping specifications and ordering information are 15

available at www.aquatherm.com. 16

17

2.2 FITTINGS 18

A. Fittings shall be manufactured from a PP-R resin meeting the short-term 19

properties and long-term strength requirements of ASTM F 2389. The fittings 20

shall contain no rework or recycled materials except that generated in the 21

manufacturer's own plant from resin of the same specification from the same 22

raw material. All fittings shall be certified by NSF International as complying 23

with NSF 14, and ASTM F 2389 or CSA B137.11. 24

25

B. Fittings shall be Aquatherm® Green Pipe® or Blue Pipe® available from 26

Aquatherm, NA. Fittings specifications and ordering information are available 27

at www.aquatherm.com. 28

29

2.3 WARRANTY 30

A. Manufacturer shall warrant pipe and fittings for 10 years to be free of defects in 31

materials or manufacturing. 32

33

B. Warranty shall cover labor and material costs of repairing and/or replacing 34

defective materials and repairing any incidental damage caused by failure of the 35

piping system due to defects in materials or manufacturing. 36

37

C. Warranty shall be in effect only upon submission by the contractor to the 38

manufacturer valid pressure/leak test documentation indicating that the system 39

was tested and passed the manufacturer’s pressure/leak test. 40

41

42

43

44

45

http://www.aquatherm.com/



8800 Firethorn Lane

Lincoln, Nebraska


2.4 VALVES 1

2

A. Valves shall be manufactured in accordance with the manufacturer’s 3

specifications and shall comply with the performance requirements of ASTM F 4

2389 or CSA B137.11. The valves shall contain no rework or recycled 5

thermoplastic materials except that generated in the manufacturer's own plant 6

from resin of the same specification from the same raw material. 7

8

B. Valves shall be Aquatherm® available from Aquatherm, NA. Valve 9

specifications and ordering information are available at www.aquatherm.com. 10

11

2.5 SMOKE AND FIRE RATINGS 12

A. Plenum-rated Piping System is needed. All the pipe shall be wrapped and/or 13

insulated with standard pipe insulation, field installed. The pipe wrap or 14

insulation shall meet the requirements of CAN/ULC-S102.2-03 or ASTM E84. 15

The system shall have a Flame Spread Classification of less than 25 and Smoke 16

Development rating of less than 50. 17

18

2.6 UV PROTECTION 19

A. Where indicated on the drawings that the pipe will be exposed to direct UV light 20

for more than 30 days, it shall be provided with a Factory applied, UV-resistant 21

coating or alternative UV protection. 22

23

PART 3 - EXECUTION 24

25

3.1 PIPING APPLICATIONS 26

A. Install listed pipe materials and joining methods below in the following 27

applications: 28

29

30

1. Aboveground: Polypropylene (PP-R) piping in SDR 7.4, 9, 11, or 17.6 31

based on the required minimum pressure rating and use temperature, in 32

accordance with manufacturer’s instructions and ASTM F2389. 33

34

3.2 FUSION WELDING OF JOINTS 35

36

A. Install fittings and joints using socket-fusion, elecrofusion, or butt-fusion as 37

applicable for the fitting or joint type. All fusion-weld joints shall be made in 38

accordance with the pipe and fitting manufacturer’s specifications and product 39

standards. 40

41

B. Fusion-weld tooling, welding machines, and electrofusion devices shall be as 42

specified by the pipe and fittings manufacturer. 43

44



8800 Firethorn Lane

Lincoln, Nebraska


C. Prior to joining, the pipe and fittings shall be prepared in accordance with 1

ASTM F 2389 and the manufacturer’s specifications. 2

3

D. Joint preparation, setting and alignment, fusion process, cooling times and 4

working pressure shall be in accordance with the pipe and fitting 5

manufacturer’s specifications. 6

7

3.3 VALVE APPLICATIONS 8

A. Install gate valves close to the main on each branch and riser serving 2 or more 9

equipment connections and where indicated. 10

11

B. Install gate or ball valves on the inlet to each equipment item and elsewhere as 12

indicated. 13

14

C. Install drain valve at the base of each riser, at low points of horizontal runs, and 15

where required to drain hydronic piping system. 16

17

D. Install swing check valve on the discharge side of each pump and elsewhere as 18

indicated. 19

20

E. Install ball valves in each hot-water circulating loop and the discharge side of 21

each pump. 22

23

3.4 PIPING INSTALLATIONS 24

A. Install hangers and supports at intervals specified in the applicable Plumbing or 25

Mechanical Code and/or as recommended by pipe manufacturer. 26

27

B. Support vertical piping at each floor and as specified in the applicable 28

Plumbing or Mechanical Code. Piping 2” (63mm) or smaller shall be installed 29

with mid-story guides. 30

31

C. Fire stopping shall be provided to both be compatible with the Aquatherm 32

Piping and meet the requirements of ASTM E 814 or ULC S115 , “Fire Tests of 33

Through-Penetration Firestops”. Pipe insulations or fire resistive coating shall 34

be removed where the pipe passes through a fire stop and, if required by the 35

firestop manufacturer, for 3 inches beyond the firestop outside of the fire 36

barrier. 37

38

D. When installed in systems with pumps in excess of 7.5 HP, piping shall be 39

protected from excessive heat generated by operating the pump at shut-off 40

conditions. Where the possibility exists that the pump will operate with no 41

flow, the protection method shall be a temperature relief valve or comparable 42

level of protection, set to a maximum temperature of 185°F. 43

44


8800 Firethorn Lane

Lincoln, Nebraska


E. If heat tracing or freeze protection is specified for the piping, it should be 1

installed on the pipe interior or exterior. It must be suitable for use with plastic 2

piping and be self-regulating to ensure that the surface temperature of the pipe 3

and fittings will not exceed 70°C (158°F). 4

5

F. While still accessible all piping shall be pressure/leak tested to the 6

manufacturer’s standards. Tests shall be carried out using water, compressed air 7

or a mixture of the two. The test pressure shall be 1.5 times the operating 8

pressure or 150 psi, whichever is greater. Any leaks detected shall be repaired 9

at the contractor’s expense by removing the leaking part and replacing with new 10

parts welded per the pipe manufacturer’s guidelines. See www.aquatherm.com 11

for additional details and forms. 12

13

3.5 INSPECTING AND CLEANING 14

A. The pipes should be flushed with cold water after finishing the installation. 15

Inspect and test piping systems following procedures of authorities having 16

jurisdiction and as specified by the piping system manufacturer. 17

18 END OF SECTION 23 21 13 19


elec. vault

elec. vault

MECH.

elec. vault

elec. vault

4" F

IRE

SERV

ICE

4" D

OM

ESTI

C SE

RVIC

E

8" WATER MAIN

N: 363493.25 E: 2581427.84TAP EXISTING 8" WATER MAIN

(COORDINATE WITH CITY OF LINCOLN WATERDEPT. TO SCHEDULE SERVICE TAP)

INSTALL 1 - 8" x 4" TAPPING SLEEVE & VALVE, M.J.FL(4") = 1328.50

FL(8") = 1328.33±(CONTRACTOR TO VERIFY FLOW LINE & SIZE OF MAIN)

N: 363491.88 E: 2581431.63TAP EXISTING 8" WATER MAIN

(COORDINATE WITH CITY OF LINCOLN WATERDEPT. TO SCHEDULE SERVICE TAP)

INSTALL 1 - 8" x 4" TAPPING SLEEVE & VALVE, M.J.FL(4") = 1328.77

FL(8") = 1328.60±(CONTRACTOR TO VERIFY FLOW LINE & SIZE OF MAIN)

N: 363513.26 E: 2581438.39INSTALL 1 - POST INDICATOR VAVLE

GDE EL = 1334.27FL(4") = 1328.33

N: 363634.61 E: 2581502.42INSTALL 1 - 4" x 90° BEND, M.J.

1 - CONC. THRUST BLOCK2 - 4" RETAINER GLANDS

FL(4") = 1325.30

N: 363616.79 E: 2581497.54INSTALL 1 - 4" x 90° BEND, M.J.1 - CONC. THRUST BLOCK2 - 4" RETAINER GLANDSFL(4") = 1326.35




FL(4") = 1327.00



FL(4") = 1327.00


N: 363629.40 E: 2581544.20CONNECT TO BUILDING WATER SERVICE(OUT FOR FUTURE BUILDING)(COORDINATE WITH PLUMBINGPLANS TO VERIFY EXACT LOCATION)FL(4") = 1327.00

N: 363627.51 E: 2581547.73CONNECT TO BUILDING WATER SERVICE (IN)(COORDINATE WITH PLUMBINGPLANS TO VERIFY EXACT LOCATION)FL(4") = 1327.00

N: 363634.00 E: 2581540.51CONNECT TO BUILDING FIRE SERVICE(COORDINATE WITH PLUMBINGPLANS TO VERIFY EXACT LOCATION)FL(4") = 1327.00

N: 363646.70 E: 2581450.36INSTALL 1 - 4" CAP W/ VERTICAL

RISER MARKER PIPEFL(4") = 1323.90

14.0

0'10

.00'

4.00

'

10.00'

4.00'

9.00

'

N: 363740.44 E: 2581574.38CONNECT TO BUILDING SEWER SERVICE

(COORDINATE WITH PLUMBINGPLANS TO VERIFY EXACT LOCATION)

FL(6") = 1315.00

N: 363764.74 E: 2581635.91INSTALL 1 - 6" x 60° WYE1 - SEWER CLEANOUT, REF DETAILRIM = 1319.60FL(6") = 1310.88

N: 363714.31 E: 2581697.59INSTALL 1 - 6" x 45° WYE1 - SEWER CLEANOUT, REF DETAILRIM = 1320.92FL(6") = 1308.49

N: 363716.32 E: 2581710.50TAP EXISTING 8" SANITARY SEWERINSTALL 1 - 8" x 6" TAPPING SADDLE & WYEFL(6") = 1308.10FL(8") = 1307.10±(CONTRACTOR TO VERIFY)

6" SANITARY SEWER SERVICE @ S = 3.0%BASEMENT FFE = 1321.00

1ST FLOOR FFE = 1336.00

4.00'

1C1.01

1C1.01

12.00'

6" SANITARY SEWERSERVICE @ S = 6.28%

4.00'

23.25'

13.00'

FIRETHORN LANE

N: 363481.01 E: 2581769.01ADJUST MANHOLE TO GRADEEXISTING RIM = 1323.74±PROPOSED RIM = 1323.00FL(8") = 1308.70±(CONTRACTOR TO VERIFY)

183.7

3'

395.98'

428.81'

424.55'

178.60'

50.4

0'

235.

62'

N: 363744.85 E: 2581576.75INSTALL

1 - DOUBLE CLEANOUT, REF DETAIL1 - 6" x 45° BEND

RIM = 1320.92FL(6") = 1314.72

40' UTILITY EASEMENT

20' UTILITY EASEMENT

60' UTILITY EASEM

ENT

2C1.01

242.50'

176.50'

N: 363583.69 E: 2581764.15CONTROL POINT

N: 363278.48 E: 2581814.42CONTROL POINT

N: 363843.62 E: 2581558.35CONTROL POINT

N: 363473.78 E: 2581524.64CONTROL POINT

48°'

95°'

57°'

44°'

4" DOMESTIC SERVICE

(FUTURE BUILDING) 150°'N: 363642.60 E: 2581457.99

INSTALL 1 - 4" GATE VALVERIM = 1330.00

FL(4") = 1324.35

Lincoln, NE 68508-2883

Kansas City, Missouri

402 477.9291 Fax 402 477.6542

www.clarkenersen.com

1010 Lincoln Mall, Suite 200

Landscape Architecture

Lincoln, Nebraska

InteriorsEngineering

Architecture

Fairway, Kansas

TCEP No.:

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Plaza on the Green8800 Firethorn LaneLincoln, Nebraska

067-001-16

ISSUED

#?

? - # SHEET HISTORY:

Site Utility Plan

C1.01

March 10, 2017

03/10/2017 AS PER CONSTR. DOCUMENTS

SITE UTILITY PLANSCALE: 1"=30'-0"

1. THE CONTRACTOR SHALL MAINTAIN STRICT LATERAL CLEARANCE AS SHOWN ON THE PLANSFOR ALL UTILITY LINES.

2. IN ANY OF THE MAIN OR SERVICE ROUTES ARE ADJUSTED IN THE FIELD BY THE CONTRACTOR,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TO THE ENGINEER A RECORD OFTHE EXACT LOCATIONS, AT THE CONTRACTOR'S EXPENSE, A LICENSED SURVEYOR SHALL BERETAINED TO LOCATE THE CONDUIT ROUTES. THE CONTRACTOR SHALL PROVIDE THESURVEYED LOCATIONS TO THE ENGINEER IN ELECTRONIC FORMAT.

3. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED.

4. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREA TO ITS PREVIOUS CONDITION.

5. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL CROSSINGS OF ALLPROPOSED AND EXISTING UTILITIES PRIOR TO INSTALLATION OF CONDUIT. CONTACT THEENGINEER WITH ANY CONFLICTS.

6. ALL CONDUIT STUBS SHALL BE CAPPED AND MARKED ABOVE GROUND WITH REBAR AND A FLAG.

GENERAL NOTES

1. SANITARY SEWERS SHALL BE SEPARATED BY AT LEAST 10 FT. HORIZONTALLY FROM ANY EXISTING ORPROPOSED PARALLEL WATER MAINS, MEASURED EDGE TO EDGE.

2. AT ALL WATER MAIN CROSSINGS, SANITARY SEWERS SHALL BE LAID AT SUCH AN ELEVATION THAT THETOP OF THE SANITARY SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. INTHOSE INSTANCES WHERE THE BOTTOM OF THE WATER MAIN IS LESS THAN 18 INCHES, ABOVE THE TOPOF THE SANITARY SEWER OR THE SANITARY SEWER IS LOCATED ABOVE THE WATER MAIN, THESANITARY SEWER SHALL BE CONSTRUCTED USING A 20 FOOT LENGTH OF PVC PRESSURE PIPE, MEETINGTHE REQUIREMENTS OF AWWA C900 FOR DR18, PRESSURE RATING 150 PSI, CENTERED ON THE WATERMAIN.

3. ALL SANITARY SEWER WILL BE DONE UNDER A PLUMBERS PERMIT, AND SHALL COMPLY WITH ALLAPPLICABLE BUILDING CODES.

4. PRIOR TO FINAL ACCEPTANCE ALL SEWER MAIN SHALL BE AIR TESTED BY THE CONTRACTOR @ 5 LBSFOR 15 MINUTES, IN ACCORDANCE WITH THE LINCOLN PLUMBING CODE.

5. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL HAVE THE SEWER MAIN TV INSPECTED AND THECOST OF SUCH WORK SHALL BE SUBSIDIARY TO THE PRICE BID FOR SEWER WITH INSTALLATION.

6. REFER TO PLUMBING PLANS FOR SANITARY SEWER TIE-INS WITH BUILDING.

7. ALL PIPE, SERVICE PIPE, AND FITTINGS SHALL BE SCHEDULE 40 PVC.

SANITARY SEWER SERVICE NOTES

1. PRIOR TO FINAL ACCEPTANCE ALL WATER MAIN PIPE SHALL BE PRESSURE TESTED BY THE CONTRACTOR.

2. PRIOR TO FINAL ACCEPTANCE ALL WATER MAIN PIPE SHALL BE DISINFECTED BY THE CONTRACTOR.

3. WHERE THE WATER MAIN IS TO BE CONSTRUCTED BELOW OR WITHIN 18 INCHES OF ANY SEWER PIPE, THECONTRACTOR SHALL LAY A FULL LENGTH OF WATER MAIN PIPE CENTERED ON THE SEWER OR SUCHLENGTH AS WILL PROVIDE THE MAXIMUM POSSIBLE SEPARATION OF THE JOINTS IN THE WATER MAIN FROMTHE SEWER LINE. IF NOT ALREADY SO, THE CONTRACTOR SHALL CONSTRUCT SANITARY SEWER WITH ONE20 FOOT NOMINAL LENGTH OF PRESSURE PIPE MATERIAL CENTERED ON THE WATER MAIN AS PROVIDED INSECTION 22.02(B), SUCH THAT THE MAXIMUM POSSIBLE SEPARATION BETWEEN THE WATER MAIN AND THESEWER PIPE JOINTS WILL RESULT. THE BACKFILL MATERIAL SHALL BE SELECT, LOW PERMEABILITY SOIL.

4. AT ALL WATER MAIN CROSSINGS, SANITARY SEWERS SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOPOF THE SANITARY SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN.

5. ALL WATER MAIN CONSTRUCTION TO BE DONE UNDER A PLUMBERS PERMIT AND SHALL COMPLY WITH ALLAPPLICABLE BUILDING CODES.

6. ALL WATER METERS, PUMPS, AND BACKFLOW PREVENTERS ARE LOCATED INSIDE BUILDING. REFER TOPLUMBING PLANS FOR DESIGN AND LOCATIONS.

7. WATER SERVICE PIPE SHALL HAVE A 5.0' MINIMUM BURY DEPTH AS MEASURED FROM FINISHED GROUND TOTOP OF PIPE.

8. SITE SHALL BE TO FINISHED GRADE PRIOR TO INSTALLATION OF WATER SERVICE.

9. MATERIAL OF PIPE FROM TAP OF PUBLIC WATER MAIN TO METER IN BUILDING SHALL BE TYPE "K" SEAMLESSCOPPER (3/4" TO 3"), DUCTILE IRON PIPE (3" AND LARGER), OR AWWA C900 PVC (4" AND LARGER) PER LOCALCODES AND REGULATIONS.

10. REFER TO PLUMBING PLANS FOR WATER SERVICE TIE-INS WITH BUILDING.

WATER SERVICE NOTES

HEAVY DUTY FRAME AND COVER W/LETTERS "C.O." CAST IN COVER

CRUSHED STONE

PLUG WYE IF SERVICE LATERAL DOESNOT CONTINUE

DIRECTION OF FLOW

45° BEND

4" RISER PIPE18" X 18" X 6" 3500 PSI P.C. CONCRETECOLLAR

THREADED PVC CLEANOUT PLUG

ADJUSTABLE HEAD

WYESEE PLAN FOR PIPE SIZE,TYPE, AND ELEVATION

SEWER CLEAN-OUTNO SCALE

1

10" M

IN.

DIRECTION OF FLOW

4" RISERPIPE

DEETER 1815 CLEANOUTRING AND SOLID COVER

45° BEND

CRUSHEDSTONE

PLUG WYE IF SERVICE LATERALDOES NOT CONTINUE

WYE

SEE PLAN FOR PIPE SIZE,TYPE, AND ELEVATION

ADJUSTABLE HEAD

DOUBLE CLEAN-OUTNO SCALE

2

10" M

IN.

NYLOPLAST DRAIN BASINNO SCALE

3

DRAIN BASIN, TYPSEE PLAN FOR ELEVATIONS, SIZEAND PIPE ORIENTATIONS

4" M

IN.

COMPACTED BACKFILL OFCRUSHED STONE

SLOPE

SEE GRADING

COMPACTED SUBGRADE

FRAME AND GRATE PER PLAN

INLINE DRAINNO SCALE

4

SLOPE

SEE GRADING


COMPACTED SUBGRADE


PIPE CONTINUATION, ASPER PLAN

NYLOPLAST DRAIN BASINNO SCALE

5

DRAIN BASIN, TYPSEE PLAN FOR ELEVATIONS, SIZEAND PIPE ORIENTATIONS

4" M

IN.



SLOPE

SEE GRADING

COMPACTEDSUBGRADE



UNIT PAVERS, AS PERPLAN

A004

A004

A004

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MATCH LINEMATCH LINE MATCH LINEMATCH LINE

MECH.


ESTIMATED STORM WATERTREATMENT VOLUMEREQUIRED VOLUME: 4750 CF4"

PER

F DR

AIN

TILE

4" P

ERF

DRAIN T

ILE

4" PERF DRAIN TILE

15" HDPE PIPE0.75% SLOPE

4" DRAIN TILE4.0% SLOPE

INV 1324.10

INV 1324.32

INV 1327.32INV 1327.49

INV 1327.49INV 1327.67

8" HDPE PIPE

2.0% SLOPE

8" HDPE PIPE

2.0% SLOPE

8" HDPE PIPE

2.0% SLOPE

15" HDPE PIPE

2.8% SLOPE

4" P

ERF

DRAI

N TI

LE

6" HDPE PIPE

5.0% SLOPE

INV 1317.50

6" H

DPE

PIPE

13.0

% S

LOPE

4" HDPE PIPE

12.9% SLOPE

4" PERF DRAIN TILE

10" HDPE PIPE

2.0% SLOPE

8" H

DPE

PIPE

2.0%

SLO

PE

12" HDPE PIPE

0.75% SLOPE

10" HDPE PIPE

0.80% SLO

PE

4" HDPE PIPE

REF STUC. SHTS.

8" H

DPE

PIPE

2.0%

SLO

PE

90°'

45°'

32°'

45°'

45°'

90°'

12" H

DPE

PIPE

4.3%

SLO

PE

90°'

GENERAL NOTE:ALL HDPE PIPE TO BE DUALWALL N-12

INV 1321.45

4" DR

AIN TILE

0.0% SLO

PE

4" HDPE PIPE

0.0% SLOPE

N: 363318.43 E: 2581784.52INSTALL

1 - 15" HDPE FLARED END SECTION

512' x 15' FLEX-A-MAT W/ CURLEX II BACKING

FL(15") = 1322.50

N: 363360.78 E: 2581702.39INSTALL

1 - 15" NYLOPLAST DRAIN BASINGRATE: 15" DOMED

RIM = 1328.25FL(12") = 1323.25

FL(15") 1323.20

N: 363395.46 E: 2581677.88INSTALL

1 - 72" TYPE-'A' STRAIGHT CURB INLETAS PER L.S.P. 101

TC = 1125.92FL(12") = 1323.58

FL(4") 1323.67

N: 363443.53 E: 2581700.73INSTALL

1 - 10" NYLOPLAST INLINE DRAINGRATE: 12" DOMED

RIM = 1126.33FL(10") = 1324.00

FL(4") = 1324.00

N: 363437.46 E: 2581751.66INSTALL1 - TYPE-'F-1A' GRATE INLETAS PER L.S.P. 131RIM = 1126.34FL(10") = 1323.56

N: 363354.19 E: 2581792.23INSTALL1 - 12" HDPE FLARED END SECTION

512' x 71

2'' FLEX-A-MAT W/ CURLEX II BACKINGFL(15") = 1322.80

N: 363278.48 E: 2581814.42CONTROL POINT

N: 363811.87 E: 2581231.81CONTROL POINT

10" HDPE PIPE0.80% SLOPE

N: 363518.96 E: 2581581.59INSTALL

1 - 8" x 45° BENDFL(8") = 1329.57

N: 363553.57 E: 2581570.89INSTALL

1 - 8" x 45° BENDFL(8") = 1330.76

N: 363518.02 E: 2581583.36DAYLIGHT 8" HDPETHROUGH CURB WALLINSTALL 4' x 5.5' FLEX-A-MATW/ CURLEX II BACKINGTC = 1331.80FL(10") = 1329.63

N: 363611.30 E: 2581601.74CONNECT TO BUILIDING 8" STORMPIPE AND OVERFLOW, SEE PLUMBINGPLANS FOR EXACT LOCATIONINSTALL1 - 8" x 8" x 45° WYE1 - 8" x 45° BENDFL(8") = 1332.07

N: 363705.94 E: 2581539.26CONNECT TO BUILIDING 10" STORMPIPE AND OVERFLOW, SEE PLUMBINGPLANS FOR EXACT LOCATIONINSTALL1 - 10" x 10" x 45° WYE1 - 10" x 45° BENDFL(10") = 1317.40

N: 363599.42 E: 2581545.11INSTALL

1 - ACO BRICKSLOT DRAIN W/ KS100GRATE: STAINLESS STEEL HEEL

RESISTANT BRICKSLOT 1004" BTM CONNECTION

INV = 1333.33

N: 363628.60 E: 2581525.95INSTALL

1 - 12" NYLOPLAST DRAIN BASINGRATE: 12" DOMED

RIM = 1331.10FL(4") = 1329.00FL(6") = 1328.00

N: 363653.10 E: 2581480.38INSTALL

1 - 6" x 6" TEE1 - SEWER CLEANOUT

RIM = 1328.00FL(6") = 1325.50

N: 363708.29 E: 2581510.05CONNECT TO 4" DRAIN TILE

INSTALL1 - 6" x 4" TEE

FL(4") = 1317.40FL(6") = 1317.35

N: 363718.60 E: 2581515.59INSTALL

1 - 12" x 10" TEE1 - 12" x 6" REDUCER

FL(6") = 1317.03FL(10") = 1316.86FL(12") = 1316.78

N: 363763.59 E: 2581539.78CONNECT TO 4" DRAIN TILE

INSTALL1 - 12" x 4" TEE

FL(4") = 1314.92FL(12") = 1314.59

N: 363777.96 E: 2581547.51INSTALL

1 - 12" x 30° BENDFL(12") = 1313.89

N: 363819.09 E: 2581544.84INSTALL1 - 15" x 12" x 45° WYE1 - 15" x 8" REDUCERFL(8") = 1312.12FL(12") = 1311.96FL(15") = 1311.83

12" HD

PE PIPE4.7%

SLOPE

N: 363792.64 E: 2581574.95CONNECT TO 4" DRAIN TILEINSTALL1 - 8" x 4" TEEFL(4") = 1313.10FL(8") = 1312.90

N: 363724.17 E: 2581652.73CONNECT TO 4" DRAIN TILEINSTALL1 - 8" x 4" TEEFL(4") = 1315.15FL(8") = 1314.98

N: 363668.34 E: 2581702.94INSTALL1 - 8" x 60° WYE1 - SEWER CLEANOUTRIM = 1323.00FL(8") = 1316.48

65°'

N: 363663.10 E: 2581700.18INSTALL1 - 8" x 6" TEEFL(6") = 1316.68FL(8") = 1316.60

N: 363668.89 E: 2581689.18INSTALL

1 - 6" NYLOPLAST INLINE DRAINGRATE: 8" DOMED

RIM = 1320.67FL(6") = 1316.93

N: 363616.63 E: 2581675.66INSTALL ACO TRAFFIK DRAIN W/HEAVY DUTY GRATERIM = 1319.95FL(8") = 1317.65

N: 363298.95 E: 2581825.41DAYLIGHT 4" PIPEFL(4") = 1321.45

30°'

N: 363328.02 E: 2581801.62INSTALL1 - 4" x 30° BENDFL(4") = 1341.25

1C1.01

1C1.01

3C1.01

4C1.01

5C1.01

3C1.01

N: 363593.52 E: 2581663.24INSTALL ACO TRAFFIK DRAIN W/HEAVY DUTY GRATERIM = 1319.95FL(8") = 1318.18

8" HD

PE PIPE

3.3% SLO

PE

N: 363548.04 E: 2581466.36INSTALL 4' x 5.5' FLEX-A-MAT

W/ CURLEX II BACKING

N: 363473.78 E: 2581524.64CONTROL POINT

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4" DRAIN TILE1.0% SLOPE INV : 1306.25

4" HDPE PIPE

1.0% SLOPE

27°'

N: 363873.64 E: 2581482.72INSTALL1 - 15" HDPE FLARED END SECTIONFL(15") = 1309.50

512' x 71

2' FLEX-A-MAT W/CURLEX II BACKING

N: 363890.84 E: 2581441.01INSTALL1 - 4" x 30° BENDFL(4") = 1305.83

N: 363908.69 E: 2581417.24DAYLIGHT 4" PIPEFL(4") = 1305.53



402 477.9291 Fax 402 477.6542




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Architecture

Fairway, Kansas

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Storm Sewer Plan

C1.02

March 10, 2017


STORM SEWER PLANSCALE: 1"=20'-0"

STORM SEWER PLANSCALE: 1"=20'-0"

-A 04 03/27/2017 AS PER ADDENDUM #004

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4" DOMESTIC SERVICE

(FUTURE BUILDING)

N: 363859.03 E: 2581411.26INSTALL

1 - 4" CAP W/ VERTICALRISER MARKER PIPE

FL(4") = 1305.25

N: 363841.14 E: 2581414.54TAP EXISTING SANITARY SEWER

INSTALL1 - 8" x 4" TAPPING SADDLE AND WYE

FL(4") = 1304.85FL(8") = 1303.85±

(CONTRACTOR TO VERIFY)

N: 363863.91 E: 2581418.96INSTALL 1 - 1" CAP W/ VERTICALRISER MARKER PIPEFL(1") = 1304.38

N: 363640.47 E: 2581461.95INSTALL 1 - 4" x 1" TEE, M.J.1 - CONCRETE TEE BLOCK

1 - 1" CURB STOPRIM = 1330.00

FL(4") = 1323.90FL(1") = 1324.02

1" D

OMES

TIC

SERV

ICE

1" DOMESTIC SERVICE

4" SANITAR

Y @ S = 2.00%

MAINTAIN 5' COVER TO

TOP OF PIPE

MAI

NTAI

N 5'

COVE

R TO

TOP

OF P

IPE

10.00'



402 477.9291 Fax 402 477.6542




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(ALTERNATE No. 2)Site Utility Plan

C1.03

March 10, 2017

03/27/2017 AS PER ADDENDUM #004

1. THE CONTRACTOR SHALL MAINTAIN STRICT LATERAL CLEARANCE AS SHOWN ON THE PLANSFOR ALL UTILITY LINES.

2. IN ANY OF THE MAIN OR SERVICE ROUTES ARE ADJUSTED IN THE FIELD BY THE CONTRACTOR,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TO THE ENGINEER A RECORD OFTHE EXACT LOCATIONS, AT THE CONTRACTOR'S EXPENSE, A LICENSED SURVEYOR SHALL BERETAINED TO LOCATE THE CONDUIT ROUTES. THE CONTRACTOR SHALL PROVIDE THESURVEYED LOCATIONS TO THE ENGINEER IN ELECTRONIC FORMAT.

3. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED.

4. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREA TO ITS PREVIOUS CONDITION.

5. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL CROSSINGS OF ALLPROPOSED AND EXISTING UTILITIES PRIOR TO INSTALLATION OF CONDUIT. CONTACT THEENGINEER WITH ANY CONFLICTS.

6. ALL CONDUIT STUBS SHALL BE CAPPED AND MARKED ABOVE GROUND WITH REBAR AND A FLAG.

GENERAL NOTES

1. SANITARY SEWERS SHALL BE SEPARATED BY AT LEAST 10 FT. HORIZONTALLY FROM ANY EXISTING ORPROPOSED PARALLEL WATER MAINS, MEASURED EDGE TO EDGE.

2. AT ALL WATER MAIN CROSSINGS, SANITARY SEWERS SHALL BE LAID AT SUCH AN ELEVATION THAT THETOP OF THE SANITARY SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. INTHOSE INSTANCES WHERE THE BOTTOM OF THE WATER MAIN IS LESS THAN 18 INCHES, ABOVE THE TOPOF THE SANITARY SEWER OR THE SANITARY SEWER IS LOCATED ABOVE THE WATER MAIN, THESANITARY SEWER SHALL BE CONSTRUCTED USING A 20 FOOT LENGTH OF PVC PRESSURE PIPE, MEETINGTHE REQUIREMENTS OF AWWA C900 FOR DR18, PRESSURE RATING 150 PSI, CENTERED ON THE WATERMAIN.

3. ALL SANITARY SEWER WILL BE DONE UNDER A PLUMBERS PERMIT, AND SHALL COMPLY WITH ALLAPPLICABLE BUILDING CODES.

4. PRIOR TO FINAL ACCEPTANCE ALL SEWER MAIN SHALL BE AIR TESTED BY THE CONTRACTOR @ 5 LBSFOR 15 MINUTES, IN ACCORDANCE WITH THE LINCOLN PLUMBING CODE.

5. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL HAVE THE SEWER MAIN TV INSPECTED AND THECOST OF SUCH WORK SHALL BE SUBSIDIARY TO THE PRICE BID FOR SEWER WITH INSTALLATION.

6. REFER TO PLUMBING PLANS FOR SANITARY SEWER TIE-INS WITH BUILDING.

7. ALL PIPE, SERVICE PIPE, AND FITTINGS SHALL BE SCHEDULE 40 PVC.

SANITARY SEWER SERVICE NOTES

1. PRIOR TO FINAL ACCEPTANCE ALL WATER MAIN PIPE SHALL BE PRESSURE TESTED BY THE CONTRACTOR.

2. PRIOR TO FINAL ACCEPTANCE ALL WATER MAIN PIPE SHALL BE DISINFECTED BY THE CONTRACTOR.

3. WHERE THE WATER MAIN IS TO BE CONSTRUCTED BELOW OR WITHIN 18 INCHES OF ANY SEWER PIPE, THECONTRACTOR SHALL LAY A FULL LENGTH OF WATER MAIN PIPE CENTERED ON THE SEWER OR SUCHLENGTH AS WILL PROVIDE THE MAXIMUM POSSIBLE SEPARATION OF THE JOINTS IN THE WATER MAIN FROMTHE SEWER LINE. IF NOT ALREADY SO, THE CONTRACTOR SHALL CONSTRUCT SANITARY SEWER WITH ONE20 FOOT NOMINAL LENGTH OF PRESSURE PIPE MATERIAL CENTERED ON THE WATER MAIN AS PROVIDED INSECTION 22.02(B), SUCH THAT THE MAXIMUM POSSIBLE SEPARATION BETWEEN THE WATER MAIN AND THESEWER PIPE JOINTS WILL RESULT. THE BACKFILL MATERIAL SHALL BE SELECT, LOW PERMEABILITY SOIL.

4. AT ALL WATER MAIN CROSSINGS, SANITARY SEWERS SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOPOF THE SANITARY SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN.

5. ALL WATER MAIN CONSTRUCTION TO BE DONE UNDER A PLUMBERS PERMIT AND SHALL COMPLY WITH ALLAPPLICABLE BUILDING CODES.

6. ALL WATER METERS, PUMPS, AND BACKFLOW PREVENTERS ARE LOCATED INSIDE BUILDING. REFER TOPLUMBING PLANS FOR DESIGN AND LOCATIONS.

7. WATER SERVICE PIPE SHALL HAVE A 5.0' MINIMUM BURY DEPTH AS MEASURED FROM FINISHED GROUND TOTOP OF PIPE.

8. SITE SHALL BE TO FINISHED GRADE PRIOR TO INSTALLATION OF WATER SERVICE.

9. MATERIAL OF PIPE FROM TAP OF PUBLIC WATER MAIN TO METER IN BUILDING SHALL BE TYPE "K" SEAMLESSCOPPER (3/4" TO 3"), DUCTILE IRON PIPE (3" AND LARGER), OR AWWA C900 PVC (4" AND LARGER) PER LOCALCODES AND REGULATIONS.

10. REFER TO PLUMBING PLANS FOR WATER SERVICE TIE-INS WITH BUILDING.

WATER SERVICE NOTES

(ALTERNATE NO. 2) SITE UTILITY PLANSCALE: 1"=10'-0"

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CRUSHED ROCK PVMT.REF DETAIL 10

L6.01

WEATHERED LIMESTONESLABSREF DETAIL

2L6.02

CONC. CURB AND GUTTERREF DETAIL 4

L6.01 CONC. MOUNTABLE CURBREF DETAIL 5

L6.01

CONC. UNIT PAVERSREF DETAIL 6-8

L6.01

STONE WALL 'A' W/ HANDRAILREF DETAIL 1A,B

L6.03

WEATHERED LIMESTONE BANDINGREF DETAIL 5

L6.02

STONE WALL 'C'REF DETAIL 1

L6.04


L6.01STONE WALL 'D'REF DETAIL 2A,B

L6.04

WEATHERED LIMESTONEBANDINGREF DETAIL

5L6.02

STONE WALL 'E'REF DETAIL 2A,B

L6.03


L6.01


L6.01


L6.01

3BL6.02

4A

L6.02

4C

L6.02

3BL6

.02

3AL6

.02

7BL6.02

4B

L6.02

8.00

'

BIORETETNION CHECKDAMTYP OF 4REF DETAIL

13L6.01


CURB OPENING TYP OF 3REF DETAIL 11

L6.01

BIORETENTION FOREBAYTYP OF 3REF DETAIL

12L6.01

STRIPE AS SHOWN, TYP.

STRIPE AS SHOWN, TYP.

14L6

.01

ACCO TRAFFIK TRENCH DRAIN.REF CIVIL SHTS

8.00

'8.

50'

8.00

'

5.00

'

8.00

'

5.00'

16.50'

18.0

0'

6" TH. CONC. PVMT.REF DETAIL 1-3

L6.01

CURB OPENINGREF DETAIL 11

L6.01

(10) 90° PARKING STALLS @ 9'x18'

9.00'

8L6.01

18.0

0'

9.00'

10.00'

(6) PARALLEL PARKING STALLS @ 9' X 20'

7AL6.02

(15) 90° PARKIN

G STALLS @

9'x18'


(11) 90° PARKING STALLS @ 9'x17.5'

(10) 90° PARKING

STALLS @ 9'x18'


18.05'

9.00'

18.0

0'

9.00'

18.0

0'

17.5

0'

9.00'

9.00'

10.50'

9.00'

MONUMENT SIGN,REF DETAIL

STONE WALL 'B'REF DETAIL 3A,B

L6.04

SAW CUT CLEAN EDGE ALONGEXISTING ASPHALT PVMT, TYP

SCHNEIDER ELECTRIC NEMA 3R/12ELECTRIC POWER STATION,REF. ELEC SHTS, TYP

SEGMENTAL RETAINING WALL,REF DETAIL

CONC. UNIT PAVERS W/ SNOW MELT,REF DETAIL 8

L6.01

1L6.05

DEMO AND REMOVE POST ANDCABLE SYSTEM, TYP

SAW CUT CLEAN EDGE ALONGEXISTING ASPHALT PVMT, TYP

DEMO AND REMOVE POST ANDCABLE SYSTEM, TYP

16L6.01

25.00'

REINF CONC PVMTABOVE STORM PIPE INTHIS LOCATION.#4'S @12 O.C.

9.00

'

20.00'

LIGHT FIXTURE,REF. ELEC SHTS, TYP





2L6.02

1BL6.02

1AL6.02

ACCESSIBLE POLE SIGN,REF DETAIL 17

L6.01

6AL6.02

6B

L6.02

PRESERVE AND PROTECT,TREES, TYP.


6" TH. CONC. PVMT.W/ SNOW MELT,REF DETAIL 1-3,9

L6.01

CONC. CURB AND GUTTER, TYP.REF DETAIL 4

L6.01

6" BOLLARD, TYP OF 7REF DETAIL 18

L6.01

WEATHERED LIMESTONEBANDINGREF DETAIL

5L6.02

395.98'

428.81'

424.55'

178.60'

50.4

0'

235.

62'

40' UTILITY EASEMENT20' UTILITY EASEMENT

60' UTILITY EASEM

ENT

20.0

0' S

ETBA

CK

15.00' SETBACK

40.00

' SET

BACK

20.0

0' SE

TBAC

K

A004

A004

A004

A004

elec. vault


PRESERVE AND PROTECT,UTILITIES, TYP.


TREES TO BE SALVAGEDTYP OF 2, REPLANT IN SAMELOCATION, ADJUST TO NEWGRADES

183.7

3'

395.98'

60' UTILITY EASEM

ENT

15.00' SETBACK

40.00

' SET

BACK



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Site Materials Plan

L2.01

March 10, 2017


SITE MATERIALS PLANSCALE: 1"=20'-0"

PAVEMENT LEGEND:

LINENMODULINE(12" X24")

UNIT PAVEMENT SCHEDULE:

P-1

TYPE STYLE THICKNESS PATTERN COLOR

RUNNING BOND

MANUF. OR APPROVED

6" TH CONCRETE PAVEMENT

WEATHERED LIMESTONE SLABS

EQUAL:

STANDARD GRAY

BELGARD COMPANYOR APPROVED EQUAL

2 3/8"

UNIT PAVEMENT TYPE P-1

RUNNING BOND WITH WEATHERED LIMESTONE BAND

CRUSHED ROCK PAVEMENT

6" TH CONC. PAVEMENTW/ SNOW MELT SYSTEM

UNIT PAVEMENT TYPE P-1W/ SNOW MELT SYSTEM

-A 02 03/21/2017 AS PER ADDENDUM #002-A 04 03/27/2017 AS PER ADDENDUM #004

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6.00'

2'R

26'R

5'R15'R

5'R

40'R

25'R

5'R

15'R

5'R

25'R

2'R

2'R

15'R

15'R

5'R

40.5'R

15.5'R

2'R

2'R

2'R

30'R

5'R

27.00'

142°'

26.53'

24.73'

24.73'

23.52'

6.80'

36.50'

26.1

8'

12.50'21.5

5'

7.00

'

3'6.

00'

5.57'

15.6

8'

64.00'

8.00'

33.50'

6'

6.00

'

6'

31.4

8'

17.00'

82°'

88°'

19.00'

19.18'

138.00'

89.62'

39.26'

89.62'

91.0

0'

16.33'

123.19'

32.00'

16.64'

13.5

0'

R406.0

6'

14.22'

92°'

90°'

48°'

130°'

52.8

3'

SEE ENLARGED SITE LAYOUTPLAN FOR DIMENSIONS

21.0

0'

13.5

0'

17.0

0'

17.5

0'

30.5

0'

12.5

0'

90.75'

12.6

3'

13.3

1'

11.34'

31.00'

30.5

0'

30.0

0'

3'6.

00'

12.00'

13.00'

13.00'19.84'

14.21'

12.8

0'

R179.04'

12.50'21.0

0'

32.5

3'

-0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+0

0

10+81

BP: -0+00.00

EP: 10+81.15

PCC: 0+04.65

PCC: 0+37.00

PCC: 3+80.42

PRC: 2+38.77

PRC: 3+05.66

PRC

: 6+2

1.18

PRC: 6

+71.6

1

PRC: 8+46.84

PRC: 10+04.99

BP: 0

+00.0

0

EP: 1+29.95

PT: 0+66.29

0+00

0+59

BP: 0+00.00

PI: 0+16.64

EP: 0+59.37

-0+00

0+73

BP: -0+00.00

EP: 0+7

3.33

11+00

12+00

13+0013+11

BP: 1

1+00

.00

EP: 13+10.89

1+00

2+00

3+00

3+60

BP: 1

+00.

00

EP: 3+60.40

PT: 3+38.61

PRC: 1+9

5.39

PRC

: 2+7

0.02

PRC: 3+38.19

L=4.65' R=183.00'Δ=1° 27' 27"

L=32.34' R=23.00'Δ=80° 34' 04"

L=201.77' R=258.00'Δ=44° 48' 30"

L=66.90' R=87.00'Δ=44° 03' 24"

L=74.76' R=83.00'Δ=51° 36' 31"

L=240.76' R=333.00'Δ=41° 25' 29"

L=50.43' R=97.00'Δ=29° 47' 20"

L=175.23' R=68.00'Δ=147° 38' 32"

L=158.15' R=183.00'Δ=49° 30' 55"

L=76.16' R=137.00'Δ=31° 51' 06"

L=210.89' R=347.38'Δ=34° 47' 04"

N62° 11' 49.43"W21.793'

L=95.39' R=167.72'Δ=32° 35' 16"

L=74.62' R=153.00'Δ=27° 56' 44"

L=68.17' R=259.59'Δ=15° 02' 48"

L=0.42' R=10.00'Δ=2° 23' 37"

L=73.33' R=406.03'Δ=10° 20' 52"

S36° 27' 49.63"W63.664'

L=66.29' R=402.62'Δ=9° 26' 01"

N61° 14' 07.99"W16.637'

S21° 01' 21.36"W42.733'

0+00

0+50

1+00

1+30

6.00'

2'R

26'R

5'R15'R

5'R

40'R

25'R

5'R

15'R

5'R

25'R

2'R

2'R

15'R

15'R

5'R

40.5'R

15.5'R

2'R

2'R

2'R

30'R

5'R

27.00'

142°'

26.53'

24.73'

24.73'

23.52'

6.80'

36.50'

26.1

8'

12.50'21.5

5'

7.00

'

3'6.

00'

5.57'

15.6

8'

64.00'

8.00'

33.50'

6'

6.00

'

6'

31.4

8'

17.00'

82°'

88°'

19.00'

19.18'

138.00'

89.62'

39.26'

89.62'

91.0

0'

16.33'

123.19'

32.00'

16.64'

13.5

0'

R406.0

6'

14.22'

92°'

90°'

48°'

130°'

52.8

3'

SEE ENLARGED SITE LAYOUTPLAN FOR DIMENSIONS

21.0

0'

13.5

0'

17.0

0'

17.5

0'

30.5

0'

12.5

0'

90.75'

12.6

3'

13.3

1'

11.34'

31.00'

30.5

0'

30.0

0'

3'6.

00'

12.00'

13.00'

13.00'19.84'

14.21'

12.8

0'

R179.04'

12.50'21.0

0'

32.5

3'

N: 0.00E: 0.00

N: 60.60E: -270.84

N: 62.69E: -202.35

N: 24.59E: -66.31

N: 10.17E: -38.96

N: 0.01E: -19.69

N: -0.19E: -19.32

N: -15.59E: 4.16

N: -26.40E: 43.40

N: -29.29E: 42.62

N: -62.36E: 107.95

N: -106.28E: 177.33

N: -106.74E: 190.94

N: -114.77E: 224.85

N: -96.88E: 253.05

N: -115.04E: 229.50

N: 96.60E: 217.81

N: 160.73E: 205.69

N: 230.69E: 187.63

N: -87.68E: 175.44

N: -85.30E: 241.37

N: -69.04E: 205.47

N: 18.71E: 183.73

N: 42.39E: 182.64

N: 109.76E: -1.68

N: 55.39E: -30.37

N: 14.28E: -17.81

N: 46.04E: -73.75

N: 46.08E: -91.40

N: 64.57E: -83.77

N: 126.52E: -31.28

N: 118.90E: -16.84

N: 122.18E: 0.57

N: 130.76E: 23.60

N: 71.08E: 131.54

N: 104.07E: 175.75

N: 125.73E: 160.99

N: 140.64E: 132.72

N: 102.85E: 116.83

N: 123.28E: 78.83

N: 192.18E: 160.03

N: 160.21E: 0.04

N: -19.47E: 175.81

N: -9.07E: 171.12

N: 3.73E: 137.18

N: -93.73E: 180.46

N: -54.64E: 106.38

N: -22.08E: 44.68

N: 14.79E: -24.72

N: 41.17E: -74.02

N: 76.33E: -1.49

N: 36.29E: 75.48

N: 104.86E: 90.23

N: 86.70E: 124.63

N: 91.48E: 192.75

N: -23.22E: 229.19

N: 30.91E: 89.68

N: 26.96E: 87.81

N: 30.13E: 81.80

N: 33.38E: 84.66

N: 42.26E: 58.80

N: 45.31E: 60.37

N: 96.85E: 159.28

N: 161.07E: -39.39

N: 192.67E: 176.91

N: 247.15E: 127.98

N: 272.16E: 98.35

N: 307.98E: 42.66

N: 256.78E: 4.82

N: 234.90E: -11.49

N: 231.05E: -4.47

N: 223.04E: 10.11

N: 191.16E: -19.80

N: 181.74E: -23.42

N: 161.15E: -31.34

N: 344.92E: -18.37

N: 364.56E: -64.20

N: 288.27E: -170.22

N: 135.63E: -184.12

N: 48.65E: 208.18

N: 125.48E: 20.76

A004

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A004



402 477.9291 Fax 402 477.6542




Lincoln, Nebraska


Architecture

Fairway, Kansas

TCEP No.:

3 /

27 /

201

7 2

:46:

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Site Layout Plan

L2.02

March 10, 2017


SITE LAYOUT PLANSCALE: 1"=20'-0"

ENLARGED SITE LAYOUT PLANSCALE: 1"=10'-0"

-A 04 03/27/2017 AS PER ADDENDUM #004

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MATCH LINEMATCH LINE MATCH LINEMATCH LINE MATCH LINEMATCH LINE MATCH LINEMATCH LINE

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INSTALL CONSTRUCTION ENTRANCE, REF L.S.P. #176CONSTRUCTION ENTRANCE, TYP. COORDINATE WITHOWNER FOR EXACT LOCATION.

INSTALL SEDIMENT CONTROL FENCE,REF L.S.P. #175 SEDIMENT FENCE, TYP.



INSTALL WADDLE PER MANUF.SPEC, TYP.




INSTALL INLET PROTECTION PERMANUF. SPEC, TYP.

CONTRACTOR TO CLEAN OUTSEDIMENT AT END OF PROJECT.


INSTALL INLET PROTECTION PERMANUF. SPEC, TYP.

INSTALL INLET PROTECTION PERMANUF. SPEC, TYP. OF 3.

A004


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402 477.9291 Fax 402 477.6542




Lincoln, Nebraska


Architecture

Fairway, Kansas

TCEP No.:

3 /

27 /

201

7 1

2:16

:21

PMPl

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067-001-16

ISSUED

#?


Erosion and SedimentationPrevention Plan

L3.00

March 10, 2017


EROSION AND SEDIMENTATION PREVENTION PLANSCALE: 1"=20'-0"

ALL EXISTING SITE CONDITIONS ARE BASED ON SURVEY INFORMATION PERFORMED AND RECORDED BY:ASSOCIATED ENGINEERING & SURVEYING.

4.

THE PERMITTEE SHALL COMPLY WITH THE GENERAL NPDES PERMIT FOR STORM WATER DISCHARGEFROM CONSTRUCTION SITES TO WATER OF THE STATE OF NEBRASKA, ISSUED JANUARY 1, 2008.

1.

THE PERMITTEE SHALL REMOVE ACCUMULATED SEDIMENT FROM BEHIND SILT FENCES DURING THE LIFE OF THIS CONTRACT.ACCUMULATION OF SEDIMENT MUST NOT BE ALLOWED TO REACH ABOVE HALF THE HEIGHT OF THE FENCE. ALL EROSIONCONTROL FEATURES SHALL BE KEPT IN WORKING ORDER DURING THE LIFE OF THIS CONTRACT AT NO ADDITIONAL COST TO THEOWNER.

7.

DUST BLOWING CONTROLTHE PERMITTEE SHALL USE EITHER OF THE FOLLOWING MEASURES OR A COMBINATION OF BOTH IF NECESSARY:A. TANK TRUCK OR OTHER SUCH EQUIPMENT TO SPREAD WATER ON THE SOIL SURFACE.B. INSTALL PICKET FENCE WIND BREAKS. FENCES SHALL BE PLACED AT THE RIGHT ANGLE TO THE PREVAILING WIND CURRENTS.

6.

5. THE PERMITTEE SHALL PROVIDE A STABILIZED SURFACE FOR EACH CONSTRUCTION ENTRANCE AS DELINEATED ON THE SITEPLAN. THE STABILIZED SURFACE SHALL CONSIST OF A 6" THICK BASE OF CRUSHED ROCK OVER A WOVEN GEOTEXTILE FABRICMANUFACTURED BY MIRAFI, PRODUCT #HP 370 OR EQUAL AS APPROVED BY ARCHITECT. IF TRAFFIC ON SITE EXCEEDS MORETHEN 25 VEHICLES PER DAY, A WASH DOWN STATION FOR TRUCKS SHALL BE INSTALLED AND STREET SWEEPING SHALL BEREQUIRED.

THE FOLLOWING ITEMS ARE LISTED IN CHRONOLOGICAL ORDER THAT THE WORK IS EXPECTED TO OCCUR:APRIL 2017 - STRIP, STOCKPILE TOPSOIL AND INITIATED ROUGH GRADINGAPRIL 2018 - FINE GRADING COMPLETEDMAY 2018 - INSTALLATION OF PLANTS AND TURFJULY 2018- PROJECT COMPLETE

THIS PLAN SHALL REMAIN DYNAMIC. IF DEFICIENCIES ARISEDURING THE COURSE OF THE PROJECT, THE PERMITTEE SHALLIMPLEMENT EFFECTIVE CORRECTIVE ACTIONS. AN UPDATED COPYOF THE SWPPP SHALL BE ON SITE AT ALL TIMES. THE PERMITTEESHALL MAINTAIN AN UPDATED COPY AT ALL TIMES ANY WORK ISBEING PERFORMED ON SITE. THE PLAN SHALL BE UPDATEDWHENEVER EROSION AND/OR SEDIMENT CONTROLS ARE MODIFIEDAS SET FORTH IN THE PLAN. THIS DOES NOT CIRCUMVENT THEPERMITTEE'S RESPONSIBILITY TO OBTAIN APPROVAL FORMODIFICATIONS THAT MAY CONCURRENTLY FALL UNDER THEJURISDICTION OF OTHER GOVERNMENTAL AUTHORITIES. THEPERMITTEE SHALL MAINTAIN A RECORD OF ALL MODIFICATIONS OFCONTROLS ON THE PLAN. THE RECORD SHALL INCLUDE DATE OFMODIFICATION AND REASON(S) FOR MODIFICATION.

6.

ANY WASTES PRESENT OR GENERATED AT THE SITE SHALL BE DISPOSED OF IN COMPLIANCE WITH NDEQ REGULATIONS.REGULATIONS THAT MAY HAVE APPLICATION IN THIS RESPECT INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO:

- NDEQ TITLE 119 - RULES AND REGULATIONS PERTAINING TO THE ISSUANCE OF PERMITS UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM- NDEQ TITLE 128 - RULES AND REGULATIONS GOVERNING HAZARDOUS WASTE MANAGEMENT IN NEBRASKA- NDEQ TITLE 129 - NEBRASKA AIR QUALITY REGULATIONS- NDEQ TITLE 130 - RULES AND REGULATIONS PERTAINING TO LIVESTOCK WASTE CONTROL- NDEQ TITLE 132 - INTEGRATED SOLID WASTE MANAGEMENT REGULATIONS

4.

THE SITE SHALL BE INSPECTED TO IDENTIFY MAINTENANCE NEEDS AND/OR SWPPP DEFICIENCIES ONCE EVERY FOURTEEN(14) CALENDAR DAYS, AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OF 0.5 INCHES OR GREATER. ANY DELAY IN THEREPLACEMENT OR MAINTENANCE OF NON-FUNCTIONAL BMP'S BEYOND SEVEN (7) CALENDAR DAYS SHALL BE DOCUMENTEDIN THE SWPPP WITH SUFFICIENT DETAIL AS TO EXPLAIN THE REASON FOR THE DELAY.

1.

QUALIFIED PERSONNEL SHALL INITIATE AND COMPLETE CORRECTIVE ACTIONS TO ADDRESS ANY MAINTENANCE NEEDS ORDEFICIENCIES AS SOON AS POSSIBLE. MAINTENANCE AND REPAIR OF SILT FENCES, CURB FILTERS OR ANY OTHER BMPSHALL BE COMPLETED WITH IN 7 DAYS AFTER DEFICIENCIES ARE DISCOVERED.

4.

THE PERMITTEE SHALL MAINTAIN RECORD LOGS OF SITE INSPECTION AND MAINTENANCE ACTIVITIES FOR AT LEAST THREEYEARS FROM THE DATE THAT PERMIT COVERAGE EXPIRES OR IS TERMINATED. THE PERMITTEE MUST PROVIDE NDEQ, THEARCHITECT, AND THE OWNER/OWNER'S REPRESENTATIVE, WITH ACCESS AND COPIES OF THESE RECORDS UPON REQUEST.A COPY OF THESE RECORDS MUST BE MAINTAINED ON SITE.AT A MINIMUM THESE RECORDS MUST INCLUDE:

A. THE INSPECTION TIME AND DATEB. NAMES, TITLES, AND QUALIFICATION OF WHO CONDUCTED THE INSPECTIONSC. WEATHER INFORMATION FOR THE PERIOD SINCE THE LAST INSPECTION

-BEST ESTIMATE OF THE BEGINNING OF EACH STORM EVENT-DURATION OF EACH STORM EVENT-APPROXIMATE AMOUNT OF RAINFALL (IN INCHES)-WHETHER ANY DISCHARGE OCCURRED

D. WEATHER INFORMATION AND DESCRIPTION OF ANY DISCHARGE OCCURRING AT TIME OF THE INSPECTIONE. LOCATION(S) OF DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITEF. LOCATION OF BMPs THAT NEED TO BE MAINTAINEDG. LOCATIONS OF BMPs THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR LOCATIONH. MONITORING RESULTS IF REQUESTEDI. RECORDS OF THE LAST GRADING ACTIVITYJ. LOCATION(S) WHERE ADDITIONAL BMPs ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTIONK. CORRECTIVE ACTION REQUIRED INCLUDING ANY CHANGES TO THE SWPPP NECESSARY AND

IMPLEMENTATION DATES

5.

GENERAL INFORMATION

THE FUNCTION OF THIS PROJECT IS TO CONSTRUCT A NEW OFFICE BUILDING, PARKING LOTAND INSTALL GEOTHERMAL WELL FIELD.

1.

TOTAL PROJECT AREA: 4.3ACDEVELOPED/DISTRUBED AREA: 3.9 AC

3.

EROSION CONTROLS AND FINAL STABILIZATION

2. SEQUENCE OF EROSION CONTROL BMP'S (BEST MANAGEMENT PRACTICES)- PRIOR TO GRADING OPERATION, INSTALL ALL SILT FENCE AND CURB INLET FILTERS- INSTALL STABILIZED CONSTRUCTION ENTRANCE (SEE NOTE 5) BEFORE SOIL DISTURBANCE- FOLLOWING SOIL DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7)CALENDAR DAYS TO THE SURFACE OF ALL PERIMETER SEDIMENT CONTROLS, TOPSOIL STOCKPILES, AND ANY OTHERDISTURBED OR GRADED AREAS ON THE PROJECT SITE WHICH ARE NOT BEING USED FOR MATERIAL STORAGE, OR ON WHICHACTUAL EARTH MOVING ACTIVITIES ARE NOT BEING PERFORMED.

PERMITTEE SHALL REFER TO SPECIFICATION SECTION 312500-EROSION AND SEDIMENT CONTROL SYSTEMS FOR MOREINFORMATION ON PRODUCTS TO BE USED FOR THESE BMP'S

INSPECTIONS AND MODIFICATIONS TO THE PLAN

INSPECTIONS FREQUENCY MAY BE REDUCED TO AT LEAST ONCE EVERY MONTH IF:A. THE ENTIRE SITE IS TEMPORARILY STABILIZEDB. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS (E.G. SITE IS COVERED WITH SNOW, ICE OR GROUND IS FROZEN)C. REDUCED INSPECTION FREQUENCY DOES NOT RELIEVE THE PERMITTEE OF THE MAINTENANCE RESPONSIBILITIESDURING INTERIM PERIODS

2.

INSPECTIONS MUST BE CONDUCTED BY QUALIFIED PERSONNEL KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICE OFEROSION AND SEDIMENT CONTROLS WHO POSSESSES THE SKILLS TO ASSESS CONDITIONS AT THE CONSTRUCTION SITETHAT COULD IMPACT STORM WATER QUALITY AND TO ASSESS THE EFFECTIVENESS OF ANY EROSION AND SEDIMENTCONTROL MEASURES SELECTED TO CONTROL THE QUALITY OF STORM WATER DISCHARGE FROM THE CONSTRUCTIONACTIVITY.INSPECTOR:QUALIFICATIONS:

3.

A COPY OF THE SWPPP (INCLUDING A COPY OF THE PERMIT),CSW-NOI, AND THE LETTER FROM NDEQ NOTIFYING YOU OF THERECEIPT OF THE COMPLETE AND ACCURATE CSW-NOI MUST BERETAINED AT THE CONSTRUCTION SITE OR OTHER LOCATION EASILYACCESSIBLE DURING NORMAL BUSINESS HOURS. THE SWPPP MUSTBE MADE AVAILABLE UPON REQUEST TO FEDERAL, STATE, ANDLOCAL AGENCIES, FROM THE DATE OF COMMENCEMENT OFCONSTRUCTION ACTIVITIES TO THE DATE OF FINAL STABILIZATION.

7.

THE PERMITTEE SHALL BE RESPONSIBLE FOR ENSURING THAT FINAL STABILIZATION IS ACCOMPLISHED ON ALLNON-IMPERVIOUS SURFACES OF THE CONSTRUCTION SITE PRIOR TO SUBMITTING FORM CSW-NOT. REFERENCE PART III,PARAGRAPH 'M', SUBPARAGRAPH 1, SECTIONS A-H IN THE GENERAL NPDES PERMIT FOR STORM WATER DISCHARGE FROMCONSTRUCTION SITES TO WATER OF THE STATE OF NEBRASKA, ISSUED JANUARY 1, 2008.

9.

SITE INSPECTIONS AND MODIFICATIONS MUST BE IN COMPLIANCE WITH THE GENERAL PERMIT FOR STORM WATERDISCHARGE FROM CONSTRUCTION SITES TO WATERS OF THE STATE OF NEBRASKA, ISSUED JANUARY 1, 2008. BELOW IS ASUMMARY OF WHAT IS REQUIRED.

LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS MUST BE PREVENTED FROM ENTERING RECEIVING WATERS.8.

UPON MOBILIZATION OFGRADING CONTRACTOR

ADD OR REPLACE ROCK ASREQUIRED TO MAINTAINFUNCTIONALITY

COMPLETION OF STREETPAVING

SILT FENCE IMMEDIATELY FOLLOWINGCLEANING AND GRUBBINGAROUND PERIMETER

REPAIR WASH-OUTS, DOWNEDFABRIC, AND REMOVE SEDIMENTWHEN DEPTH IS 12 THE HEIGHT OFTHE FABRIC

95% VEGETATIVE COVER ONUPSTREAM AREAS

TEMPORARY SEEDING IMMEDIATELY FOLLOWINGMAJOR GRADING ANDINSTALLATION OF EROSIONCONTROL PRACTICES

RE-SEED AREAS WHICH FAIL TOESTABLISH VEGETATIVE COVER;ENSURE GOOD STAND ISMAINTAINED

N/A

CONCRETE WASHOUT UPON MOBILIZATION OFUTILITY CONTRACTOR

REMOVE CONCRETE RUBBLE ASREQUIRED TO MAINTAINFUNCTIONALITY

STORM DRAIN INLETPROTECTION

IMMEDIATELY FOLLOWINGINSTALLATION OF STORMSEWER

REMOVE SEDIMENT WHEN DEPTHIS 12 THE HEIGHT OF THE FABRIC

COMPLETION OF PAVINGAND PERMANENT SEEDINGIS ESTABLISHED

PERMANENT SEEDING RE-SEED AREAS WHICH FAIL TOESTABLISH VEGETATIVE COVER;CONTROL WEEDS; ENSUREGOOD STAND IS MAINTAINED

N/AIMMEDIATELY FOLLOWINGFINISHED GRADING ANDINSTALLATION OF EROSIONCONTROL PRACTICES

COMPLETION OF PAVING

SPECIFIED BMP INSTALLATION REQUIRED MAINTENANCE REMOVAL

BMP IMPLEMENTATION SCHEDULE

CONSTRUCTIONENTRANCE

TEMPORARY SEEDINGTEMPORARY SEED ALL DISTURBED AREAS FOR EROSION CONTROL PURPOSESINCLUDING ANY LAND THAT WAS NOT DISTURBED BY GRADING OPERATIONS.SEED AS FOLLOWS:DATE COVER CROP SEEDING RATEMARCH 15 - MAY 15 SPRING OATS 75 LB/AC

BARLEY 75 LB/ACPERENNIAL RYEGRASS 35 LB/ACORCHARD GRASS 25 LB/AC

MAY 16 - JULY 15 GRAIN SORGHUM 12 LB/ACFORAGE SORGHUM 20 LB/ACHYBRID SUDANGRASS 25 LB/AC

JULY 16 - OCT. 15 SPRING OATS 75 LB/ACBARLEY 75 LB/AC

AUG. 16 - OCT. 15 WINTER WHEAT 60 LB/ACWINTER RYE 60 LB/AC

OCT. 16 - MARCH 14 MULCH ONLY

THE UNDERSIGNED CERTIFIES THIS PLAN HAS BEEN DESIGNED IN ACCORDANCEWITH THE TERMS OF THE INTERLOCAL AGREEMENT FOR NPDES COMPLIANCE.

ERIC SILVEY, PLA

5.

DEWATERING REPLACE DEWATERING BAGONCE HALF FULL OF SEDIMENT;REPAIR OR REPLACE ANYDAMAGED OR INEFFECTIVE BMP'S

N/AAS NEEDED. MINIMUM OF 2BMP'S REQUIRED;COORDINATE WITH SWPPPDESIGNER

STREET SWEEPING DEPENDENT ON SITECONDITIONS AND TRAFFICVOLUME

N/AUPON MOBILIZATION OFGENERAL CONTRACTOR

IN THE EVENT OF A RELEASE OF OIL OR HAZARDOUS SUBSTANCE, ALL OPERATORS/CONTRACTORS SHALLCOMPLY WITH THE REQUIREMENTS OF THE NEBRASKA DEPARTMENT OF ENVIRONMENTAL QUALITY FORNOTIFICATION, CONTAINMENT, INVESTIGATION, REMEDIAL ACTION AND DISPOSAL. ANY SPILLS OFPETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLEQUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BEIMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802)AND NDEQ (1-877-253-2603).

3.

-A 04 03/27/2017 AS PER ADDENDUM #004

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BC/ME36.33

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PE

GDE 26.00

GDE 26.82

GDE 27.82

GDE 28.82

GDE 29.63

TC33.41

TC31.40

TC30.48

TS 21.18BS 20.64

TS 27.18BS 26.64

TS 27.81BS 27.27

SLOPE 13 PLATFORMS W/ 6.5"TRANSITIONS @ 1.11%.

TS 27.79BS 27.24

GDE29.00TS 29.69

BS 29.15

TS 30.38BS 29.84

TS 35.30BS 34.76

TS 32.85BS 32.31

SLOPE 13 PLATFORMS W/ 6.5"TRANSITIONS @ 1.11%.

TS 24.19BS 23.65

TW 24.67BW 24.00

TW 25.33BW 24.67

TW 26.03BW 25.33

GDE23.69

26

24

TW 33.50BW 32.00

TW 31.50BW 28.97

TW 33.00BW 31.00

TW 32.50BW 30.00

TW 31.50BW 29.00

TW 31.00BW 28.55

TW 33.50BW 32.90

TW 30.00BW 28.90

HP/GDE23.75

HP/GDE23.50

HP/GDE23.50

LP/GDE22.50

LP/GDE22.50

PVMT35.65

PVMT35.77

4:1 SLOPE, TYP.

9.0%

SLOPE

4.0%

SLOP

E

5.0%SLOPE

6.25

%SL

OPE

HP/GDE25.50

HP/GDE25.25

HP/GDE25.50

GDE24.50

4:1 SLOPE,TYP

3:1 SLOPE MAXALONG WALL

FLOWLINE

FLOWLINE

GDE21.00

GDE21.00

GDE21.00

BOTTOM OF SIGN1334.25

A004

A004

BIORETENTION SECTIONREF DETAIL 15

L6.01

A004

SLOPE 1.

0%

SLOPE 1.7%

SLOPE 1.6%

A004

A004

A004

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elec. vault

elec. vault


1311

1310

1309

1308

1307

1306

1309

LP/GDE08.50

LP/GDE08.50

HP/GDE09.50

HP/GDE09.50

HP/GDE09.50

HP/GDE09.50

1305BIORETENTION SECTIONREF DETAIL 15

L6.01

A004



402 477.9291 Fax 402 477.6542




Lincoln, Nebraska


Architecture

Fairway, Kansas

TCEP No.:

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27 /

201

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067-001-16

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Site Grading Plan

L3.01

March 10, 2017


SITE GRADING PLANSCALE: 1"=20'-0"

DESCRIPTIONSYMBOL

TC TOP OF CURB

BS BOTTOM OF STEPME MATCH EXISTING

PVMT TOP OF PAVEMENT

BW

TS

BOTTOM OF WALL

TOP OF STEP

DOOR FINISH FLOOR ELEVATIONBP BREAK POINT

SPOT ELEVATIONLEGEND

SOIL LEGEND:

MIN 6" TOPSOIL (REDISTRIBUTE AND/OR NEW)

BC BOTTOM OF CURBTW TOP OF WALL

HP HIGH POINTLP LOW POINT

(TURF AND ALL UNDEFINED AREAS)

(PLANTING BED AREAS)MIN 24" TOPSOIL

(BIORETENTION SWALES)BIORETENTION SOIL - REF SPEC

1. THE PROPOSED CONTOURS REPRESENT TOP OF SLAB, TOP OF CURB, OR TOP OF SIDEWALK IN PAVEMENT. INALL OTHER AREAS, THEY REPRESENT THE FINISHED GROUND SURFACE.

2. ALL LINES SHOWN REPRESENTING PAVEMENT ARE TO BACK OF CURB OR EDGE OF PAVEMENT, UNLESSOTHERWISE NOTED.

3. CONTRACTOR WILL BE HELD RESPONSIBLE FOR SETTLEMENT DUE TO IMPROPER COMPACTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS.

5. SUFFICIENT TOPSOIL SHOULD BE SALVAGED AND STOCKPILED BY THE CONTRACTOR FOR RE-SPREADING INPERMANENT PLANTING AREAS, INCLUDING PARKING LOT ISLANDS AND GREEN SPACES. STOCKPILING ANDRE-SPREADING OF TOPSOIL IS NOT A SEPARATE BID ITEM, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE BID.

6. IF THERE ARE TREES ON THIS SITE THAT DO NOT SHOW UP ON THE PLANS, THE CONTRACTOR SHALLCOORDINATE WITH OWNER'S REPRESENTATIVE OR ENGINEER FOR REMOVAL OR RELOCATION, IF REQUIRED.

7. THE CONTRACTOR SHALL FINISH GRADE SLOPES AS SHOWN NO STEEPER THAN ONE FOOT VERTICAL IN 3 FEETHORIZONTAL.

8. CONTRACTOR SHALL GRADE ALL LOW SPOTS TO DRAIN.

9. CONTRACTOR SHALL GRADE TO CONTOURS SHOWN IN GREENSPACES.

10. AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL REMOVE ANY EXCESS EXCAVATION FROM THESITE.

11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS PRIOR TOCOMMENCING CONSTRUCTION.

12. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURES, IF NECESSARY.

13. ANY GEOTECHNICAL/TESTING REPORTS SOLICITED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNERAND THE ENGINEER.

GRADING NOTES

-A 04 03/27/2017 AS PER ADDENDUM #004

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SODDEDAREA

SEEDTYPE A

SEEDTYPE A

SEEDTYPE A

SEEDTYPE A

SEEDTYPE A

SEEDTYPE A

SODDEDAREA

SODDEDAREA

SODDEDAREA

SODDEDAREA

SEEDTYPE B

W/ SEEDENHANCEMENT B

REF GRADINGPLAN FOREXTENT OF

DEPRESSION

(137) BGB(7) HPA(3) MS(79) HHB(62) LMB

(10) AME

(4) AME(58) CV(1) GTH

(7) CV(19) ICB(25) ICB

(10) CV(29) CV(14) AME

(11) RBG(4) JPA(7) JPA

(33) HAR(12) SH

(1) ARB(17) CSF

(46) HAR(6) JPA(2) ARB(33) ACG(8) SP

(6) JPA(108) HAR(35) HAR

(2) AC(7) AME(1) AGSEED ENHANCEMENT A

(3) ARB(3) CCSEED ENHANCEMENT A

(1) UJW(8) AME(3) PS

(2) GTHSEED ENHANCEMENT A(3) PAM

(4) PA(2) PS(1) UJW

(1) CC(2) PS(9) RAB

(1) CC

(33) HAR(1) GTH(16) BA(11) CSF(1) GTH

(8) JPA(3) ARB(17) AME(38) HAR(17) CV(17) ICB

(26) HAR(7) JPA(1) CC(14) CSF(34) ACG(2) JPA(1) ARB(29) HAR

(21) HHB(6) AH(5) VJ

(1) AG(27) AC(13) EPR(1) AG(8) LIG(7) AH(37) ASB(3) SO(20) SBH(14) SH(6) CSF

(7) SO(9) SO(3) CSF(20) EPR(14) VET(1) CK(2) CSF(12) AH

(9) LIG(23) SH(8) LIG(2) BA(1) CC(4) BA(25) ACG

(52) ASB(9) CSF(1) CK(15) FH(19) EPR(3) CSF

(7) CSF(10) SBH(15) ASB(6) SO(9) BA(9) CSF(2) ARB (8) SO

(25) ACG(9) LIG(38) SS(4) BA(22) ASB(18) SH(13) ASB(73) ASB

(54) SH(51) SS(20) ACG(6) LIG(9) CSF

(53) HPA(60) BA(90) SBH(3) AG

(2) VJ(49) SS(14) VET(7) SP(1) CK

(23) SS(4) SP(21) SS(80) HAR(1) GTH

(37) SH(36) HAR(1) AG

(8) AME(4) VET

SODDEDAREA

(36) EPR(1) CC(383) SS

(1) ARB(14) VET(107) BGB(24) AME(62) BGB

MATCH LINEMATCH LINE


(1) GTH(1) CC(70) BA(58) BGB(2) PAM

(641) SS(85) BGB(1) GTH

(11) RBG(7) JPA(110) HAR(13) CSF(2) ARB

(29) HAR(10) SH

(28) ICB(3) AME

(11) SBH(24) FH

SEEDTYPE A

PROVIDE MULCH RINGSAROUND ALL EXITINGTREES, TYP

MULCH GROUPINGS OFTREES AND SHRUBS ASSHOWN, TYP

INSTALL PLANTS TOACCOMMODATE 2.5'OF CAR OVERHANGBASED ON SIZE ATMATURITY, TYP

INSTALL PLANTS TOACCOMMODATE 2.5' OF CAROVERHANG BASED ON SIZEAT MATURITY, TYP

PROVIDE 1' OFCLEAR SPACEFROM BACK OFCURB BASED ONSIZE ATMATURITY, TYP

(3) BA(3) CSF(14) SH(9) ACG(57) SBH

(8) BA(24) ACG(14) ACG(52) SH

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(1) CC

(2) AC(9) PP

(2) AC(3) PP

(6) PA(4) RAB(3) VJ(1) UJW

(2) PA(4) VJ SEED ENHANCEMENT B

(1) AG(1) UJW(1) CC



(1) GTH(7) PA(4) PAM(9) AME

SEEDTYPE B

REF GRADINGPLAN FOREXTENT OF

DEPRESSION

TREES TO BE SALVAGED TYP OF 2,REPLANT IN SAME LOCATION, ADJUSTTO NEW GRADES



402 477.9291 Fax 402 477.6542




Lincoln, Nebraska


Architecture

Fairway, Kansas

TCEP No.:

3 /

27 /

201

7 2

:25:

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067-001-16

ISSUED

#?


Site Planting Plan

L4.01

March 10, 2017


SITE PLANTING PLANSCALE: 1"=20'-0"

24"

TOPSOIL, TYPEXCAVATED OR TAMPED SOIL, TYP

PLANTING INSTALLATION DETAILSSCALE: 1/2"=1'-0"

1(IN ALL SOIL TYPES)

1) DO NOT HEAVILY PRUNE THE TREE AT PLANTING,PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANTLEADERS, & BROKEN OR DEAD BRANCHES.SOME INTERIOR TWIGS & LATERAL BRANCHESMAY BE PRUNED. DO NOT REMOVE THETERMINAL BUDS OF BRANCHES THATEXTEND TO THE EDGE OF THE CROWN

2) MARK THE NORTH SIDE OF THETREE IN THE NURSERY, AND ROTATETREE TO FACE NORTH AT THE SITE

HIGHER THAN SURROUNDING GRADE3) SET TOP OF ROOT BALL 1-2 INCHES

PLACE MULCH IN DIRECT CONTACT4) APPLY 3"TH WOOD MULCH, DO NOT

TREES WHERE THE FLARE IS NOTAT THE TOP OF THE ROOT BALL.SUCH THE TRUNK FLARE IS VISIBLE6) EACH TREE MUST BE PLANTED

THE UPPER 1/3 OF ROOT BALL. COMPLETELY7) REMOVE ALL TWINE, ROPE, WIRE FROM

REMOVE WIRE BASKETS & BURLAP

8) PLACE ALL ROOT BALLS ON UN-

THE BTM UPWARD, SECURE w/ TAPE5) APPLY TREE WRAP TO TRUNK FROM

w/ TREE TRUNK

VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOPOF THE ROOT BALL w/ SOIL

WHENEVER POSSIBLE

TREE PLANTING NOTES:

ON PLANTING BED, DO NOT

APPROVAL OF LANDSCAPE

COVER PLANTS

HORTICULTURAL PRACTICEIN ACCORDANCE w/ STANDARD2) PRUNE, THIN & SHAPE SHRUBSOR CONTAINERAT WHICH IT GREW IN THE FIELD1) SET SHRUB AT SAME DEPTHSHRUB PLANTING NOTES:

1) BREAK UP EXISTING SOIL TO ADEPTH OF 30" & REMOVE TOP 24"

MODATE 1 1/2" OF GROWTH

MIN 6' DIAMULCH RING

BACKFILL w/ SUITABLE

1 1/2" HARDWOOD OR EQUAL4) STAKES SHALL BE 1 1/2"x

FOR TREES OVER 3" CAL

3) TIGHTEN WIRE / CABLEONLY ENOUGH TO KEEPFROM SLIPPING, ALLOW FORSOME TRUNK MOVEMENTPLASTIC HOSE SHALL BELONG ENOUGH TO ACCOM-

ABLE TO SUPPORT ITSELFARCH, IF TREE WILL NOT BE

(DEPENDS ON SPECIES)

2) WIRE / CABLE SHALL BEGALV, 14-GAUGE FOR TREESUNDER 2 1/2" CAL, 12-GAUGE

THOROUGHLY UNTIL NO

WHEN BACKFILL IS 2/3

MORE IS ABSORBED

COMPLETE, WATER

INITIAL WATERING:

PLANTING BED SOIL NOTES:

3) APPLY 3"TH BED OF MULCH

STAKING REQUIREMENTS:1) STAKING SHALL BE w/

NOTE:PROVIDE CULTIVATED EDGE WHEREALL PLANTING BEDS ABUT BACK OFCURBS, SIDEWALK EDGES ANDGRASS AREAS, TYP.

6"

SCALE: 12"=1'-0"

PROVIDE A 6" DEEP x 6" WIDETRENCH & FILL W/MULCH

2 CULTIVATED MULCH EDGE

MULCH LAYER, SEEDETAIL 1 THIS SHEET

6"

6"

6"

AMEN

DED

5) PROVIDE, MAINTAIN & FILLWATER BAGS THROUGHESTABLISHMENT

2) PROVIDE 24" OF NEW TOPSOILBLEND W/ EXISTING TO A DEPTH OF 30"

PLAN

TIN

G B

ED S

OIL

A004

TODD VALLEY FARMS :TURF SAVER WITH RTFAPPROVED ALT.: PLANTATION WITH SRP TALL FESCUE SOD

PLANT LISTSYMBOL BOTANICAL NAME COMMON NAME SIZE & METHOD

OF HANDLINGTREES

SHRUBS

PERENNIALS

SCHIZACHYRIUM SCOPARIUM 'STANDING OVATION' STANDING OVATION LITTLE BLUESTEM

GRASSES

BAPTISIA AUSTRALIS FALSE INDIGO NO. 1 CONTAINER, 36" SPACING

NO. 1 CONTAINER, 18" SPACING

LAVANDULA x INTERMEDIA 'GROSSO' GROSSO LAVENDER NO. 1 CONTAINER, 36" SPACING

GENERAL NOTES:1. PROVIDE A CULTIVATED EDGE FOR ALL PLANTING BED EDGING AND WHERE BEDS ABUT BACK OF CURBSAND SIDEWALKS. REFERENCE DETAIL 2, THIS SHEET.

2. CONTRACTOR SHALL MULCH ALL PLANTING BEDS AND TREE PITS. REFERENCE DETAIL 1, THIS SHEET.

3. PROVIDE 6" OF TOPSOIL FOR TURF AREAS, 24" FOR PLANTING BEDS & 30" BIORETENTION PLANTING MEDIUM.

SOD

SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED NO. 1 CONTAINER, 18" SPACING

CORNUS SERICEA 'FARROW' ARCTIC FIRE DOGWOOD

BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA NO. 1 CONTAINER, 24" SPACING

DESIGNHEIGHT & SPREAD

3-4' HEIGHT, 3-4' SPREAD

48" HEIGHT, 36" SPREAD

24" HEIGHT, 36" SPREAD

24" HEIGHT, 18" SPREAD36" HEIGHT, 18" SPREAD

30" HEIGHT, 30" SPREADBGB

SHSS

LIG

BA

CSF #3 CONT/ 24" HT MIN W/ 3 CANES

ACHILLEA 'CORONATION GOLD' CORONATION GOLD YARROWACG NO. 1 CONTAINER, 24" SPACING 30" HEIGHT, 24" SPREAD

40' HEIGHT, 30' SPREADACER RUBRUM 'BRANDYWINE' BRANDYWINE MAPLEARB

60' HEIGHT, 50' SPREADULMUS JAPONICA x WILSONIANA 'MORTON RED TIP' DANDA CHARM ELMUJW

212" CAL., B&B, 12' HT MIN

10' HEIGHT, 10' SPREADMAGNOLIA STELLATA 'ROYAL STAR' ROYAL STAR MAGNOLIAMS NO. 10 CONTAINER

VIBURNUM 'JUDDII' JUDD VIBURNUM 6' HEIGHT, 6' SPREADVJ #5 CONT/ 36" HT MIN W/ 3 CANES

ARONIA MELANOCARPA ELATA BLACK CHOKEBERRY 4' HEIGHT, 4' SPREADAME #3 CONT/ 24" HT MIN W/ 3 CANES

VIBURNUM x 'EMERALD TRIUMPH' EMERALD TRIUMPH VIBURNUM 6' HEIGHT, 6' SPREADVET #5 CONT/ 36" HT MIN W/ 3 CANES

AMSONIA HUBRICHTII BLUESTARAH NO. 1 CONTAINER, 36" SPACING 36" HEIGHT, 36" SPREADASARUM CANADENSE CANADIAN WILD GINGERAC NO. 1 CONTAINER, 18" SPACING 6" HEIGHT, 18" SPREAD

FRAGARIA 'HONEOYE' HONEOYE STRAWBERRY NO. 1 CONTAINER, 18" SPACING 6" HEIGHT, 18" SPREADFH

HOSTA PLANTAGINEA 'APHRODITE' APHRODITE HOSTA NO. 1 CONTAINER, 36" SPACING 24" HEIGHT, 36" SPREADHPAHOSTA 'HONEYBELLS' HONEYBELLS HOSTA NO. 1 CONTAINER, 24" SPACING 24" HEIGHT, 24" SPREADHHB

LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF NO. 1 CONTAINER, 18" SPACING 18" HEIGHT, 18" SPREADLMB

212" CAL., B&B, 12' HT MIN

45' HEIGHT, 35' SPREADGLEDITSIA TRIACANTHOS 'HARVE' NORTHERN ACCLAIM HONEYLOCUSTGTH 212" CAL., B&B, 12' HT MIN

SYRINGA x 'PENDA' (PP20,575) BLOOMERANG LILAC 4' HEIGHT, 4' SPREADSP

ALLIUM 'SUMMER BEAUTY' SUMMER BEAUTY ONIONASB NO. 1 CONTAINER, 18" SPACING 18" HEIGHT, 18" SPREADALLIUM AFLATUNENSE 'PURPLE SENSATION' PURPLE SENSATION ORNAMENTAL ONIONAPS NO. 1 CONTAINER, 18" SPACING 24" HEIGHT, 18" SPREAD

UNITED SEEDS INC: LOW GROW GRASS MIXTURE

SPECIES: % OF GRASS MIXBLUE FINE FESCUE 20.00%HARD FINE FESCUE 20.00%SHEEP FINE FESCUE 20.00%SIDEOATS GRAMA 15.00%LITTLE BLUESTEM 15.00%BLUE GRAMA 10.00%

SEEDING RATE: 24 LBS PER ACRE

SEED TYPE A

SALVIA OFFICINALIS COMMON SAGE NO. 1 CONTAINER, 30" SPACING 30" HEIGHT, 30" SPREADSOSTACHYS BYZANTINA 'HELENE VON STEIN' BIG EARS LAMB'S EAR NO. 1 CONTAINER, 24" SPACING 24" HEIGHT, 24" SPREADSBH

HEMEROCALLIS 'AUTUMN RED' AUTUMN RED DAYLILY NO. 1 CONTAINER, 18" SPACING 30" HEIGHT, 18" SPREADHAR

PRUNUS AMERICANA WILD PLUM 8' HEIGHT, 8' SPREADPA #5 CONT/ 36" HT MIN W/ 3 CANES

#3 CONT/ 24" HT MIN W/ 3 CANESRUBUS 'AUTUMN BRITTEN' AUTUMN BRITTEN RASPBERRY 4' HEIGHT,4' SPREADRAB #3 CONT/ 24" HT MIN W/ 3 CANES

30' HEIGHT, 40' SPREADCLADRASTIS KENTUKEA YELLOWWOODCK 112" CAL., B&B, 8' HT MIN

50' HEIGHT, 30' SPREADPINUS STROBIFORMIS SOUTH WESTERN WHITE PINEPS B&B, 7' HT MIN

40' HEIGHT, 15' SPREADABIES CONCOLOR CONCOLOR FIRAC B&B, 6' HT MIN

PRAIRIE MOON: SEED MIX ENHANCEMENT FOR MEDIUM SOILS

SPECIES: % OF GRASS MIXAGASTACHE FOENICULUM (ANISE HYSSOP) 8.89%ASTER LAEVIS (SMOOTH BLUE ASTER) 8.89%ECHINACEA PALLIDA (PALE PURPLE CONEFLOWER) 22.22%LIATRIS PYCNOSTACHYA (PRAIRIE BLAZING STAR) 22.22%PENSTEMON DIGITALIS (FOXGLOVE BEARDTONGUE) 6.67%RUDBECKIA HIRTA (BLACK-EYED SUSAN) 31.11%

SEEDING RATE: 56 SEEDS PER SQUARE FOOT

SEED ENHANCEMENT A

ROSA 'BALING' PP16,993 GRANDMA'S BLESSING ROSE 3' HEIGHT,3' SPREADRBG #3 CONT/ 24" HT MIN W/ 3 CANES

UNITED SEEDS INC: FLOODPLAIN MIXTURE

SPECIES: % OF GRASS MIXWESTERN WHEATGRASS 35.00%VIRGINIA WILDRYE 27.00%BIG BLUESTEM 18.00%CANADA WILDRYE 12.00%SWITCHGRASS 5.00%FOX SEDGE 3.00%

SEEDING RATE: 20 LBS PER ACRE

SEED TYPE B

PRAIRIE MOON: SEED MIX ENHANCEMENT FOR WETTER SOILS

SPECIES: % OF GRASS MIXHIBISCUS LAEVIS (ROSE MALLOW) 36.92%LIATRIS PYCNOSTACHYA (PRAIRIE BLAZING STAR) 27.69%LOBELIA CARDINALIS (CARDINAL FLOWER) 6.92%LOBELIA SIPHILITICA (GREAT BLUE LOBELIA) 15.38%MIMULUS RINGENS (MONKEY FLOWER) 6.94%SOLIDAGO GRAMINIFOLIA (GRASSLEAVED GOLDENROD) 6.15%

SEEDING RATE: 216 SEEDS PER SQUARE FOOT

SEED ENHANCEMENTB

JUNIPERUS X PFITZERIANA 'ARMSTRONGII' ARMSTRONG JUNIPER 3.5' HEIGHT, 4' SPREADJPA #3 CONT/ 24" HT MIN W/ 3 CANES

IRIS 'CEASER'S BROTHER' CEASER'S BROTHER IRIS NO. 1 CONTAINER, 24" SPACING 36" HEIGHT, 24" SPREADICB

20' HEIGHT, 25' SPREADCERCIS CANADENSIS REDBUDCC 112" CAL., B&B, 8' HT MIN

ECHINACEA PURPUREA 'RUBY STAR' RUBY STAR PURPLE CONFLOWER NO. 1 CONTAINER, 24" SPACING 36" HEIGHT, 24" SPREADEPR

15' HEIGHT, 15' SPREADAMELANCHIER x GRANDIFLORA 'PRINCESS DIANA' PRINCESS DIANA SERVICEBERRYAG MULTI-STEM, B&B, 10' HT MIN

CAREX VULPINOIDEA BROWN FOX SEDGE NO. 1 CONTAINER, 18" SPACING 30" HEIGHT, 18" SPREADCV

60' HEIGHT, 25' SPREADPINUS PONDEROSA PONDEROSA PINEPP B&B, 6' HT MIN

55' HEIGHT, 40' SPREADPLATANUS x ACERFOLIA 'MORTON CIRCLE' EXCLAMATION LONDON PLANETREEPAM 212" CAL., B&B, 12' HT MIN

A004

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-A 004 03/27/2017 AS PER ADDENDUM #004

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