Olsson Associates Street, Suite 200 Omaha, NE 68106 … Addendum #1 Letter... · 1 Olsson...

1

Olsson Associates

2111 South 67th Street, Suite 200

Omaha, NE 68106

DATE: October 11, 2017

ADDENDUM NO.: 1

PROJECT NAME: 84TH STREET REDEVELOPMENT AREA

CITY CENTRE INFRASTRUCTURE

PAVEMENT & SEWERS

CD-17-008

CITY OF LA VISTA, NEBRASKA

TO ALL WHO HAVE RECEIVED PLANS AND SPECIFICATIONS FOR THE REFERENCED

PROJECT.

1. Refer to the Specifications – PROPOSAL & BID FORM – BASIS OF BID, PagesP1-P8;

The Bid Form has been revised per this Addendum, which is hereby attached. Project Quantities

have been updated.

• Added bid item 38A: “CONSTRUCT 48” BLACK VINYL CHAIN LINK FENCE” –

418 LF

• Changed bid item 19: “EXCAVATION – ON SITE” from 19234 CY to 19263 CY

• Changed bid item 68: “CONSTRUCT 96” ID STORM MANHOLE” from 142.7 VF to

143.9 VF

• Changed bid item 74: “CONSTRUCT REINFORCED CURB INLET – TYPE III” from

1 EA to 2 EA

• Changed bid item 76: “CONSTRUCT CURB INLET – TYPE III” from 3 EA to 2 EA

• Changed bid item 117: “INSTALL EROSION CHECK (WATTLE)” from 3097 LF to

2953 LF

2. Refer to the Special Provisions and Technical Specifications; the following sections have been

modified and are hereby attached to this addendum:

• Page SP-5 – Section 2 – Progress of Work: Added Lot 1 carwash to list of properties that

access must be maintained at all times.

• Page TS-33 – Section 130 – Detectable Warning Panels: Added note that color of panel

shall be selected by Engineer.

• Page TS-70 – Section 137 – Colored, Imprinted Concrete Surfacing: Added information

on stamped pattern to be used. Proline Rotating Ashlar Blue Stone and Roman Slate.

• Page TS-83 thru TS-87 – Section 141 – Chain Link Fence and Gates: Added new

specification for chain link fence for use on the project.

2

3. Refer to the Plans, the following sheets have been modified:

Sheet 1: TITLE

• Added addendum description to revision box

Sheet 4: QUANTITIES

• Added addendum cloud to project quantities table.

Sheet 8: OVERVIEW

• Added addendum cloud to updated storm sewer area

Sheet 10: PHASING

• Updated note 4.

Sheet 14: PHASE 2 STORM & SANITARY


Sheet 22: ROADWAY PROFILES


Sheet 26: RETAINING WALL PLAN & PROFILE


Sheet 53: CONSTRUCTION

• Updated bid tab: “CONSTRUCT REINFORCED CONCRETE CURB INLET – STD.

PLT. 700-30” to “CONSTRUCT REINFORCED CONCRETE CURB INLET – SEE

SHEET 122”


• Added bid tab: “CONSTRUCT 48” BLACK VINYL CHAIN LINK FENCE”

• Added and clouded new fence construction

3



• Updated information for MH G5

• Changed bid tab “CONSTRUCT CURB INLET – STD. PLT. 700-21” to “CONSTRUCT

REINFORCED CURB INLET – STD. PLT. 700-30”

• Updated all information for CI G3

• Updated bid tab: “CONSTRUCT REINFORCED CONCRETE CURB INLET – STD.

PLT. 700-30” to “CONSTRUCT REINFORCED CONCRETE CURB INLET – SEE

SHEET 122”

• 24” pipe from CI G3 to MH G5 changed from 11.90% to 0.54%

• 24” pipe from CI G3 to stubout changed from 0.72% to 0.52%

• 42” pipe from MH G4 to MH G5 changed from 2.26% to 3.74%

• Added note to Contractor to verify slopes of sanitary sewer service connection slopes for

Manhole GS3.


• Added bid tab: “CONSTRUCT 48” BLACK VINYL CHAIN LINK FENCE”

• Added and clouded new fence construction


• 42” pipe from G5 to G6 changed from 2.03% to 1.43%

• MH G7 changed from 16.7 VF to 17.5 VF

Sheet 67: STORM SEWER MAP


Sheet 79: STORM SEWER PROFILES



• 42” pipe from MH G4 to MH G5 changed from 2.26% to 3.74%

• Modified existing ground to reflect changes to mass grading surface





• Updated information for CI G3

• 24” pipe from CI G3 to MH G5 changed from 11.90% to 0.54%

• 24” pipe from CI G3 to stubout changed from 0.72% to 0.52%

• 42” pipe from G5 to G6 changed from 2.03% to 1.43%


4




Sheet 98: LIGHTING

• Added note specifying light fixture and light pole with Philips Lumec Textured Bronze

Finish.

Sheet 106: EROSION CONTROL


Sheet 107: EROSION CONTROL

• Removed swale wattles from previous 100-year diversion route.

Sheet 117: DETAILS

• Added detail for 48” black vinyl chain link fence

Sheet 118: DETAILS

• Revised callouts to include choice of stamp pattern for imprinted crosswalks.

Sheet 122: REINFORCED CURB INLET DETAILS

• Revised inlet top callout to reference the correct standard plate (700-30)

Sheet 125: LOT 14/17 GRADING PLAN

• Added addendum cloud to updated grading area

Sheet 126: LOT 14/17 GRADING PLAN

• Added addendum cloud to updated grading area and earthwork table

4. See Contractor Questions, and Answers below.

Question 1: Regarding the solider pile wall, are drilled shaft or auger cast piles acceptable?

Response: Either method is acceptable as long as the reinforcing and diameter match the plan

details.

Question 2: Regarding the solider pile wall, is there a temporary lagging method specified?

Response: This is a means and methods that the Contractor is responsible to determine if necessary

per chosen method of construction. The duration after excavation of exposed vertical soils shall be

no more than 24 hours.

P-1

PROPOSAL & BID FORM

84TH STREET REDEVELOPMENT AREA

CITY CENTRE INFRASTRUCTURE

PAVEMENT & SEWERS

CD-17-008

City of La Vista, Nebraska

TO: Pamela Buethe, City Clerk

I have received bidding documents dated September 18, 2017 on the above-referenced project. I have also received

Addenda No.'s _______ through _______ and have included their provisions in my bid. I have examined the bidding

documents and submit the following bid:

In submitting this bid, I agree:

1. To hold my bid open for 60 days after the receipt of bids.

2. To enter into and execute an "Owner-Contractor Agreement", based upon this bid, if this bid is accepted by

the Owner.

3. To perform all work required by the Contract Documents.

4. To start work on April 2, 2018 and to complete all work by November 16, 2018.

I agree to perform the above in consideration of the amounts hereinafter scheduled.

Item

No. Description Unit Quantity Unit Price Total Price

1 MOBILIZATION LS 1

2 REMOVE PAVEMENT SY 5,453

3 REMOVE SIDEWALK SF 523

4 REMOVE MEDIAN SURFACING SF 1,136

5 REMOVE 12" OR SMALLER SEWER PIPE LF 526

6 REMOVE 15" TO 18" SEWER PIPE LF 311

7 REMOVE 48" SEWER PIPE LF 418

8 REMOVE 54" SEWER PIPE LF 53

9 REMOVE MANHOLE EA 3

10 REMOVE FLARED END SECTION OVER 36" TO 48"

EA 1

P-2

11 REMOVE FLARED END SECTION OVER 48" TO 60"

EA 1

12 REMOVE LIGHT POLE EA 2

13 REMOVE AREA INLET EA 1

14 REMOVE CURB INLET EA 3

15 REMOVE SIGN EA 2

16 REMOVE FENCE LF 856

17 REMOVE SEGMENTAL RETAINING WALL SF 2,883

18 SAW CUT - FULL DEPTH LF 457

19 EXCAVATION - ON SITE CY 19,263

20 UNSUITABLE MATERIAL CY 500

21 SECURITY FENCE LF 1,300

22 TEMPORARY CONTRACTOR ACCESS ROAD SY 2,914

23 TEMPORARY 8-INCH SURFACING SY 912

24 RECONSTRUCT MANHOLE TO GRADE VF 15.9

25 ADJUST MANHOLE TO GRADE EA 1

26 ADJUST INLET TO GRADE EA 1

27 CONSTRUCT 6-INCH CONCRETE PAVEMENT (TYPE L65)

SY 4,799

28 CONSTRUCT 8-INCH CONCRETE PAVEMENT (TYPE L65)

SY 10,354

29 CONSTRUCT 8-INCH COMBINATION CURB AND GUTTER

LF 286

30 CONSTRUCT 8-INCH IMPRINTED CONCRETE SURFACING

SF 3249

31 CONSTRUCT 4-INCH PCC SIDEWALK SF 4,175

32 CONSTRUCT 6-INCH CONCRETE MEDIAN SURFACING

SF 317

33 CONSTRUCT CONCRETE CURB RAMP SF 255

34 ARMOR-TILE DETECTABLE WARNING PANELS SF 53

35 CONSTRUCT GRAVITY BLOCK RETAINING WALL

SF 996

36 CONSTRUCT SOLDIER PILE RETAINING WALL SF 3,530

37 CONSTRUCT SMALL BLOCK RETAINING WALL SF 382

P-3

38 CONSTRUCT PIPE RAILING LF 539

38A CONSTRUCT 48” BLACK VINYL CHAIN LINK FENCE

LF 418

39 CONSTRUCT CURB WALL SF 503

40 AGGREGATE BEDDING FOR 10" STORM SEWER PIPE

LF 49


LF 38


LF 382


LF 473

44 AGRREGATE BEDDING FOR 24" STORM SEWER PIPE

LF 812


LF 1,232


LF 956


LF 899


LF 484

49 CONSTRUCT 8" HDPE STORM SEWER PIPE LF 24






55 CONSTRUCT 15" RCP, CLASS III LF 322



58 CONSTRUCT 30" RCP, CLASS III LF 1,232

59 CONSTRUCT 36" RCP, D(0.01) = 1350 LF 956

60 CONSTRUCT 36" RCP, D(0.01) = 1350 (OR HDPE) LF 157

61 CONSTRUCT 42" RCP, D(0.01) = 1350 LF 899

62 CONSTRUCT 54" RCP, D(0.01) = 1350 (OR HDPE) LF 484

63 CONSTRUCT 36" CONCRETE COLLAR EA 1

P-4

64 CONSTRUCT 54" I.D. STORM MANHOLE VF 24.3





69 CONSTRUCT TYPE "C" MANHOLE - NDOR STANDARD PLAN 435-R1

EA 1

70 PREPARATION OF STRUCTURE LS 1

71 CONSTRUCT 30" RC FLARED END SECTION EA 1

72 CONSTRUCT 36" RC FLARED END SECTON EA 1

73 CONSTRUCT 42" RC FLARED END SECTION EA 1

74 CONSTRUCT REINFORCED CURB INLET - TYPE III

EA 2

75 CONSTRUCT CURB INLET - TYPE I EA 3

76 CONSTRUCT CURB INLET - TYPE III EA 2

77 CONSTRUCT CURB INLET - TYPE IV EA 4

78 CONSTRUCT GRATED INLET - TYPE "SADDLE CREEK" INLET

EA 11

79 INSTALL FILTERRA INLET EA 3

80 AGGREGATE BEDDING FOR 6" SANITARY SEWER PIPE

LF 657


LF 1,531


LF 627

83 CONSTRUCT 6" PVC SANITARY SEWER PIPE LF 657

84 CONSTRUCT 8" PVC SANITRAY SEWER PIPE LF 1,531

85 CONSTRUCT 10" PVC SANITARY SEWER PIPE LF 163

86 CONSTRUCT 10" DIP SANITARY SEWER PIPE LF 464

87 CONSTRUCT 6"x8" WYE EA 1

88 CONSTRUCT 6" CLEANOUT EA 1

89 INSTALL EXTERNAL FRAME SEAL EA 49

90 CONNECT SANITARY SEWER MANHOLE TAP EA 1

P-5

91 CONNECT SANITARY SEWER MANHOLE TAP - EXTRA DEEP

EA 1

92 CONSTRUCT 54" I.D. SANITARY MANHOLE VF 149.2

93 CONSTRUCT RIPRAP - TYPE "B" TONS 204

94 1" DIA. SCH 40 PVC IN TRENCH LF 12,380

95 #8 AWG STRANDED COPPER WIRE W/ THWN INSUL.

LF 18,590

96 LED GLOBE POST-TOP LUMINARE W/ TAPERED STEEL POLE AND CONC. BASE

EA 66

97 ELECTRIAL HANDHOLE/PULLBOX EA 14

98 LIGHTING SERVICE CABINET EA 1

99 PERMANENT PAINT MARKING - 4" WHITE LF 4,682

100 PERMANENT PAINT MARKING - 5" YELLOW LF 325

101 PERMANENT PREFORMED TAPE MARKING - TYPE 4, 5" WHITE, GROOVED

LF 972

102 PERMANENT PREFORMED TAPE MARKING -TYPE 3, 12" WHITE, GROOVED

LF 80

103 PERMANENT PREFORMED TAPE MARKING - TYPE 3, 24" WHITE, GROOVED

LF 310

104 PERMANENT PREFORMED MARKING TAPE SYMBOL - WHITE DIRECTIONAL LEFT ARROW, GROOVED

EA 4

105 PERMANENT PREFORMED MARKING TAPE SYMBOL - WHITE DIRECTIONAL RIGHT ARROW, GROOVED

EA 3

106 ADA STALL PAVEMENT MARKING SYMBOL EA 7

107 REMOVE MARKING LINES - 5" WHITE LF 62



110 REMOVE MARKING SYMBOL - DIRECTIONAL ARROW

EA 2

111 INSTALL TRAFFIC POSTS AND SIGNS, CONTRACTOR PROVIDED

LS 1

112 PROVIDE TEMPORARY TRAFFIC CONTROL LS 1

113 INSTALL SEEDING (COVER CROP) AC 1.20

114 INSTALL SEEDING (NATIVE MIX) AC 0.52

115 INSTALL SEEDING TURF (EROSION CONTROL TYPE 2)

AC 6.06

116 INSTALL INLET PROTECTION EA 22

P-6

117 INSTALL EROSION CHECK (WATTLE) LF 2,953

118 INSTALL SODDING SY 185

119 INSTALL SILT FENCE LF 460

120 INSTALL FLEXAMAT SY 174

121 INSTALL TURF REINFORCEMENT MAT (TYPE A) SY 491

122 INSTALL SAFL BAFFLE EA 3

123 INSTALL SNOUT EA 1

124 INSTALL 18" I.D. PRESERVER EA 1



127 INSTALL 36" I.D. SKIMMER EA 1

128 CONSTRUCT WATER QUALITY STRUCTURE LS 1

129 INSTALL CONSTRUCTION ENTRANCE EA 1

130 RENTAL OF LOADER, FULLY OPERATED HR 20

131 RENTAL OF BACKHOE, FULLY OPERATED HR 20

132 RENTAL OF DUMP TRUCK, FULLY OPERATED HR 20

133 RENTAL OF SKID LOADER, FULLY OPERATED HR 20

134 RENTAL OF CRAWLER MOUNTED HYDRAULIC EXCAVATOR, FULLY OPERATED

HR 20

135 RENTAL OF VACUUM TRUCK, FULLY OPERATED

HR 20

Total Bid Amount $

ALTERNATIVE BID ITEMS

Item

No. Description Unit Quantity Unit Price Total Price

A1 CONSTRUCT GRAVITY BLOCK RETAINING WALL

SF 3,530

P-7

The undersigned agrees, upon receipt of written notice of award of the contract within sixty (60) days after opening of

bids, that he will execute "Agreement Between Contractor and Owner" on the standard form issued by the Owner in

accordance with his Bid Proposal.

In submitting this Bid, the undersigned further agrees:

1. To furnish all material, labor, tools, expendable equipment, and all utility and transportation services

necessary to perform and complete, in a workmanlike manner, all of the Work required in accord with the

Bidding Documents.

2. To hold his Bid open for sixty (60) days after the receipt of Bids and to accept the provisions of the

Instructions to Bidders regarding disposition of Bid Security.

3. To enter into and execute a Contract if awarded on the basis of this Bid, to furnish a Performance Bond and a

Labor and Material Payment Bond in accord with the General Conditions and General Requirements of this

Contract, and to deliver executed Owner-Contractor Agreements and Bonds within ten (10) working days

after notification of award.

Time is of the essence for the faithful and timely performance of the terms of the Contract. The parties hereto

agree that it is not possible to predetermine an amount in actual damages due The City of La Vista whenever

timely completion is not accomplished; therefore, in lieu of actual damages, the parties to this Contract agree that

Liquidated Damages shall be charged at a rate of One Thousand Five Hundred Dollars ($1,500.00) per calendar

day for each day that the construction required for Total Project Completion of this project extends beyond the

total number of calendar days as specified in the Contract with any additional days granted by the engineer,

provided that full safe use of the newly graded site is denied the Owner. Liquidated damages shall apply for each

major phase of the project.

Milestone Calendar Days Accumulative Days Anticipated Date

Pre-Con. Mtg. - - March 22, 2018

Notice to Proceed 0 0 April 2, 2018

Phase 1A Substantial Complete 20

Phase 2A Substantial Complete 35

Phase 2B Substantial Complete 50

Phase 2C Substantial Complete 35

Phase 1&2 Substantial Complete 164 164 September 12, 2018

Phase 3 Substantial Complete 40 204 October 22, 2018

Project Final Completion 25 229 November 16, 2018

P-8

As evidence of good faith, we herewith submit, in a SEPARATE SEALED ENVELOPE, a certified check or bid

bond in the amount of five percent of the amount bid which shall become the property of the City of La Vista,

Nebraska, in the event the undersigned fails to enter into a contract with said City or to furnish bond or bonds to

validate said contract within ten days after acceptance of this Proposal.

Receipt of Addenda No. _______ through _______ is hereby acknowledged.

Dated this _____ day of ________________________________, 2017.

Respectfully submitted,

________________________________________________

COMPANY

________________________________________________

SIGNATURE

________________________________________________

NAME (TYPED OR PRINTED) TITLE

________________________________________________

ADDRESS

________________________________________________

TELEPHONE NO. FACSIMILE NO.

________________________________________________

E-MAIL ADDRESS

CITY OF LA VISTA84TH STREET REDEVELOPMENT AREA

CITY CENTRE INFRASTRUCTUREPAVEMENT AND SEWERS

PROJECT TEAM & UTILITY CONTACT LIST

VICINITY MAP

CITY OF LA VISTAPUBLIC WORKS DEPARTMENT R

2111 South 67th Street,Suite 200Omaha, NE 68106TEL 402.341.1116FAX 402.341.5895

CD-17-008

APPLICABLE CITY OF OMAHA STANDARD PLATES100-01 GEOTEXTILE FABRIC SILT FENCE

100-04 CONSTRUCTION ENTRANCE

500-02 SIDEWALK CONSTRUCTION

500-03 SIDEWALK LOCATION

500-10 25' RESIDENTIAL CONCRETE PAVEMENT

500-40 66' 4 LANE DIVIDED CONCRETE PAVEMENT

500-50 CONCRETE PAVEMENT JOINTS

500-52 CONCRETE CURBS

500-54 CONCRETE MEDIANS

500-70 CONCRETE DRIVEWAY

500-82 CONCRETE CURB RAMP

600-06 CURB WALL

700-01 SEWER BEDDING

700-21 CURB INLETS

700-23 CONCRETE COLLAR AND SEWER TAP

700-30 REINFORCED CURB INLET COVER WITH FACE ARMOR

700-40 STORM SEWER MANHOLE

700-45 SANITARY SEWER MANHOLE

700-50 SANITARY SEWER CLEAN-OUT

700-55 SANITARY SEWER SERVICE RECONNECTION/RELOCATION

700-70 FLARED END SECTIONS AND BAR GRATES

700-90 CAST IRON MANHOLE RINGS AND COVERS, MANHOLE STEPS

700-94 TYPE "SC" CAST IRON GRATE AND FRAME

900-80 STREET NAME SIGN LAYOUTS

900-84 POST MOUNTED SIGNS

900-85 SIGN POST ANCHORING SYSEMS

APPLICABLE NDOT STANDARD PLANS303-R2 CURB RAMPS

435-R1 MANHOLE

1

COORDINATINGPROFESSIONAL

SUMMARY OF APPROXIMATE QUANTITIES


2111 South 67th Street,

Suite 200

Omaha, NE 68106

TEL 402.341.1116

FAX 402.341.5895

CD-17-008

ITEM No. DESCRIPTION UNITQNTY

FINAL

1 MOBILIZATION LS

1

2 REMOVE PAVEMENT SY5453

3 REMOVE SIDEWALK SF523

4 REMOVE MEDIAN SURFACING SF1136

5 REMOVE 12" OR SMALLER SEWER PIPE LF526

6 REMOVE 15" TO 18" SEWER PIPE LF311

7 REMOVE 48" SEWER PIPE LF418

8 REMOVE 54" SEWER PIPE LF53

9 REMOVE MANHOLE EA3

10 REMOVE FLARED END SECTION OVER 36" TO 48" EA1

11 REMOVE FLARED END SECTION OVER 48" TO 60" EA1

12 REMOVE LIGHT POLE EA2

13 REMOVE AREA INLET EA1

14 REMOVE CURB INLET EA3

15 REMOVE SIGN EA2

16 REMOVE FENCE LF856

17 REMOVE SEGMENTAL RETAINING WALL SF2883

18 SAW CUT - FULL DEPTH LF457

19 EXCAVATION - ON SITE CY19263

20 UNSUITABLE MATERIAL CY500

21 SECURITY FENCE LF1300

22 TEMPORARY CONTRACTOR ACCESS ROAD SY2914

23 TEMPORARY 8-INCH SURFACING SY912

24 RECONSTRUCT MANHOLE TO GRADE VF15.9

25 ADJUST MANHOLE TO GRADE EA1

26 ADJUST INLET TO GRADE EA1

27

CONSTRUCT 6-INCH CONCRETE PAVEMENT (TYPE L65)

SY4799

28

CONSTRUCT 8-INCH CONCRETE PAVEMENT (TYPE L65)

SY10354

29 CONSTRUCT 8-INCH COMBINATION CURB AND GUTTER LF286

30 CONSTRUCT 8-INCH IMPRINTED CONCRETE SURFACING SF3249

31 CONSTRUCT 4-INCH PCC SIDEWALK SF4175

32 CONSTRUCT 6-INCH CONCRETE MEDIAN SURFACING SF317

33 CONSTRUCT CONCRETE CURB RAMP SF255

34 ARMOR-TILE DETECTABLE WARNING PANELS SF53

35 CONSTRUCT GRAVITY BLOCK RETAINING WALL SF996

36 CONSTRUCT SOLDIER PILE RETAINING WALL SF3530

37 CONSTRUCT SMALL BLOCK RETAINING WALL SF382

38 CONSTRUCT PIPE RAILING LF539

38A CONSTRUCT 48" BLACK VINYL CHAIN LINK FENCE LF418

39 CONSTRUCT CURB WALL SF503

40 AGGREGATE BEDDING FOR 10" STORM SEWER PIPE LF49




44 AGRREGATE BEDDING FOR 24" STORM SEWER PIPE LF812





49 CONSTRUCT 8" HDPE STORM SEWER PIPE LF24






55

CONSTRUCT 15" RCP, CLASS III

LF322

56


LF448

57


LF774

58


LF1232

59

CONSTRUCT 36" RCP, D(0.01) = 1350

LF956

60

CONSTRUCT 36" RCP, D(0.01) = 1350 (OR HDPE)

LF 157

61

CONSTRUCT 42" RCP, D(0.01) = 1350

LF899

62

CONSTRUCT 54" RCP, D(0.01) = 1350 (OR HDPE)

LF484

63 CONSTRUCT 36" CONCRETE COLLAR EA1

64 CONSTRUCT 54" I.D. STORM MANHOLE VF24.3





69 CONSTRUCT TYPE "C" MANHOLE - NDOR STANDARD PLAN 435-R1 EA1

ITEM No. DESCRIPTION UNITQNTY

FINAL

71 CONSTRUCT 30" RC FLARED END SECTION EA1

72 CONSTRUCT 36" RC FLARED END SECTON EA1

73 CONSTRUCT 42" RC FLARED END SECTION EA1

74 CONSTRUCT REINFORCED CURB INLET - TYPE III EA2

75 CONSTRUCT CURB INLET - TYPE I EA3

76 CONSTRUCT CURB INLET - TYPE III EA2

77 CONSTRUCT CURB INLET - TYPE IV EA4

78 CONSTRUCT GRATED INLET - TYPE "SADDLE CREEK" INLET EA11

79 INSTALL FILTERRA INLET EA3

80 AGGREGATE BEDDING FOR 6" SANITARY SEWER PIPE LF657



83 CONSTRUCT 6" PVC SANITARY SEWER PIPE LF657

84 CONSTRUCT 8" PVC SANITRAY SEWER PIPE LF1531

85 CONSTRUCT 10" PVC SANITARY SEWER PIPE LF163

86 CONSTRUCT 10" DIP SANITARY SEWER PIPE LF464

87 CONSTRUCT 6"x8" WYE EA1

88 CONSTRUCT 6" CLEANOUT EA1

89 INSTALL EXTERNAL FRAME SEAL EA49

90 CONNECT SANITARY SEWER MANHOLE TAP EA1

91 CONNECT SANITARY SEWER MANHOLE TAP - EXTRA DEEP EA1

92 CONSTRUCT 54" I.D. SANITARY MANHOLE VF149.2

93 CONSTRUCT RIPRAP - TYPE "B" TONS204

94 1" DIA. SCH 40 PVC IN TRENCH LF12380

95 #8 AWG STRANDED COPPER WIRE W/ THWN INSUL. LF18590

96 LED GLOBE POST-TOP LUMINARE W/ TAPERED STEEL POLE AND CONC. BASE EA66

97 ELECTRIAL HANDHOLE/PULLBOX EA14

98 LIGHTING SERVICE CABINET EA1

99 PERMANENT PAINT MARKING - 4" WHITE LF4682

100 PERMANENT PAINT MARKING - 5" YELLOW LF325

101

PERMANENT PREFORMED TAPE MARKING - TYPE 4, 5" WHITE, GROOVED

LF972

102

PERMANENT PREFORMED TAPE MARKING -TYPE 3, 12" WHITE, GROOVED

LF80

103

PERMANENT PREFORMED TAPE MARKING - TYPE 3, 24" WHITE, GROOVED

LF310

104

PERMANENT PREFORMED MARKING TAPE SYMBOL - WHITE DIRECTIONAL LEFT ARROW, GROOVED

EA4

105

PERMANENT PREFORMED MARKING TAPE SYMBOL - WHITE DIRECTIONAL RIGHT ARROW, GROOVED

EA3

106 ADA STALL PAVEMENT MARKING SYMBOL EA7

107 REMOVE MARKING LINES - 5" WHITE LF62



110 REMOVE MARKING SYMBOL - DIRECTIONAL ARROW EA2

111

INSTALL TRAFFIC POSTS AND SIGNS, CONTRACTOR PROVIDED

LS1

112 PROVIDE TEMPORARY TRAFFIC CONTROL LS1

113

INSTALL SEEDING (COVER CROP)

AC1.20

114

INSTALL SEEDING (NATIVE MIX)

AC0.52

115

INSTALL SEEDING TURF (EROSION CONTROL TYPE 2)

AC6.06

116 INSTALL INLET PROTECTION EA22

117

INSTALL EROSION CHECK (WATTLE)

LF3097

118 INSTALL SODDING SY185

119 INSTALL SILT FENCE LF460

120 INSTALL FLEXAMAT SY174

121

INSTALL TURF REINFORCEMENT MAT (TYPE A)

SY491

122 INSTALL SAFL BAFFLE EA3

123 INSTALL SNOUT EA1

124 INSTALL 18" I.D. PRESERVER EA1



127 INSTALL 36" I.D. SKIMMER EA1

128CONSTRUCT WATER QUALITY STRUCTURE

LS1

129 INSTALL CONSTRUCTION ENTRANCE EA1

130

RENTAL OF LOADER, FULLY OPERATED

HR20

131

RENTAL OF BACKHOE, FULLY OPERATED

HR20

132

RENTAL OF DUMP TRUCK, FULLY OPERATED

HR20

133

RENTAL OF SKID LOADER, FULLY OPERATED

HR20

134

RENTAL OF CRAWLER MOUNTED HYDRAULIC EXCAVATOR, FULLY OPERATED

HR20

135

RENTAL OF VACUUM TRUCK, FULLY OPERATED

HR20

4

T



Suite 200

Omaha, NE 68106

TEL 402.341.1116

FAX 402.341.5895

CD-17-008OVERVIEW

8



Suite 200

Omaha, NE 68106

TEL 402.341.1116

FAX 402.341.5895

CD-17-008PHASE 1 - STORM AND SANITARY SEWER

10

PHASING NOTES

BARRICADING LEGEND

NOTES



CD-17-008PHASE 2 - STORM AND SANITARY SEWER

14

PHASING NOTES

BARRICADING LEGEND

NOTES

CITY CENTRE DRIVE (400+00 - 409+43.14)

1110

1115

1120

1125

1130

1135

1140

1145

1110

1115

1120

1125

1130

1135

1140

1145

400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00409+43.14



CD-17-008ROADWAY PROFILES

22

1110

1115

1120

1125

1130

1135

1140

1145

1150

1110

1115

1120

1125

1130

1135

1140

1145

1150

0+00 1+00 2+00 3+00 4+00 5+00 5+50

1123.00

1124.50

1126.00

1127.50

1128.50

1129.50

1130.50

1131.50

1132.50

1126.50

1128.00

1129.50

1130.50

1131.50

1132.50

1133.50

LOT 17 WALL ALIGNMENT DATA



CD-17-008RETAINING WALL PLAN & PROFILE

CIT

YC

ENTR

ED

RIV

E

RETAINING WALL GEOMETRIC DATA

NOTE:

·

·

·

CO

TTO

NW

OO

DA

VEN

UE

LOT 17 RETAINING WALL

LOT 17 OUTLOT C

CONSTRUCT PIPE RAILING - SEE DETAIL SHEET 117 CONSTRUCT RETAINING WALL

·

26

MAIN STREET (NORTH)

MATCHLINE STA. 405+75

MA

TCH

LIN

E

STA

. 111

+50


8" CONCRETE PAVEMENT (TYPE L65)

CONSTRUCT STORM MANHOLE - STD. PLT. 700-40

CONSTRUCT REINFORCED CONCRETE PIPE - CLASS III

CONSTRUCT PVC SANITARY SEWER PIPE

CONSTRUCT GRATED INLET SEE SADDLE CREEK INLET DETAIL

CONSTRUCT CURB INLET - STD. PLT. 700-21



CD-17-008CONSTRUCTION


CONSTRUCT REINFORCED CONCRETE PIPE, D(0.01) = 1350

OUTLOT A

LOT 13

OUTLOT ALOT 15

LOT 10

4" P.C.C. SIDEWALK

CONSTRUCT REINFORCED CONCRETE CURB INLET - SEE SHEET 122

CONSTRUCT HDPE STORM SEWER PIPE

8" IMPRINTED P.C.C. SURFACECONSTRUCT 8" CONCRETE CURB & GUTTER - 2' WIDTH

53

COTTONWOOD AVENUE (EAST)

MATCHLINE

S

TA. 300

+50





CONSTRUCT SANITARY MANHOLE - STD. PLT. 700-45

CONSTRUCT REINFORCED CONCRETE PIPE - CLASS III


CONSTRUCT GRATED INLET SEE SADDLE CREEK INLET DETAIL

CONSTRUCT CURB INLET - STD. PLT. 700-21


4" P.C.C. SIDEWALK

CONSTRUCT CONCRETE CURB RAMP - STD. PLT. 500-82



LOT 16 LOT 17

OUTLOT C

OUTLOT B

CONSTRUCT PVC SANITARY SERVICE LINE

INSTALL FILTERRA INLET SEE FILTERA INLET DETAIL

CONSTRUCT SANITARY SEWER MANHOLE TAP- STD. PLT. 700-23

RECONSTRUCT MANHOLE TO GRADE

INSTALL WATER QUALITY DEVICE


8" IMPRINTED P.C.C. SURFACE

ARMOR-TILE DETECTABLE WARNING PANELS

CONSTRUCT 8" CONCRETE CURB & GUTTER - 2' WIDTH

54

CONSTRUCT 48" BLACK VINYL CHAIN LINK FENCE

CITY CENTRE DRIVE

MA

TC

HL

IN

E S

TA

. 4

05

+7

5



Suite 200

Omaha, NE 68106

TEL 402.341.1116

FAX 402.341.5895



CONSTRUCT SANITARY MANHOLE - STD. PLT. 700-45

CONSTRUCT REINFORCED CONCRETE PIPE - CLASS III CONSTRUCT GRATED INLET SEE SADDLE CREEK INLET DETAIL

CONSTRUCT REINFORCED CURB INLET - SEE SHEET 122





OUTLOT A

LOT 14

LOT 15

LOT 17

CONSTRUCT PVC SANITARY SERVICE LINE

LOT 14


CONSTRUCT SANITARY SEWER MANHOLE TAP -

EXTRA DEEP - STD. PLT. 700-23

RECONSTRUCT MANHOLE TO GRADE


CONSTRUCT DIP SANITARY SEWER PIPE

CONSTRUCT 6" SANITARY CLEANOUT - STD. PLT. 700-50

56





CITY CENTRE OUTLET

CONSTRUCT REINFORCED CONCRETE PIPE, D(0.01) = 1350 CONSTRUCT FLARED END SECTION - STD. PLT. 700-70

CONSTRUCT RIPRAP, TYPE "B"

CONSTRUCT REINFORCED CONCRETE PIPE, CLASS III

LOT 14


59



CD-17-008

CONSTRUCT STORM MANHOLE - STD. PLT. 700-40 CONSTRUCT FLARED END SECTION - STD. PLT. 700-70

CITY CENTRE OUTLET & 54" BYPASS

CONSTRUCT TYPE "C" MANHOLE - NDOT STANDARD PLAN 435-R1

CONSTRUCT WATER QUALITY STRUCTURE

CONSTRUCT CONCRETE COLLAR - STD. PLT. 700-23 CONSTRUCT RIPRAP, TYPE "B"

CONSTRUCT REINFORCED CONCRETE PIPE, D(0.01) = 1350O

UT

LOT

CPREPARATION OF STRUCTURE - SEE DETAIL SHEET 121

CONSTRUCTION58

CONSTRUCT 48" BLACK VINYL CHAIN LINK FENCE

COTTONWOOD AVE EAST OUTLET

CITY CENTRE STORM OUTLET



CD-17-008STORM SEWER MAP


67

1090

1095

1100

1105

1110

1115

1120

1125

1130

1135

1090

1095

1100

1105

1110

1115

1120

1125

1130

1135

8+50 9+00 10+00 11+00 12+00 12+75



CD-17-008STORM SEWER PLAN & PROFILES

CITY CENTRE DRIVE

LOT 14

LOT 15

LOT 17

79

1075

1080

1085

1090

1095

1100

1105

1110

1115

1120

1125

1130

1075

1080

1085

1090

1095

1100

1105

1110

1115

1120

1125

1130

70+00 71+00 72+00 73+00 74+00 75+00 75+99.9970+00 71+00 72+00 73+00 74+00 75+00 75+99.99



Suite 200

Omaha, NE 68106

TEL 402.341.1116

FAX 402.341.5895


CITY CENTRE DRIVE OUTLET

LOT 14

LOT 15

80

1080

1085

1090

1095

1100

1105

1110

1115

1120

1125

1080

1085

1090

1095

1100

1105

1110

1115

1120

1125

0+00 1+00 2+000+00 1+00 2+00



Suite 200

Omaha, NE 68106

TEL 402.341.1116

FAX 402.341.5895


CITY CENTRE DRIVE OUTLET

LOT 14

81

5

10 6

9

7

8

SHEET NOTES: (SYMBOLS , , ETC.)

1. POWER CO. PRIMARY. PROVIDE (1) 4" CONDUIT FROM TRANSFORMER TO POWER CO. SWITCH.

2. TRANSFORMER PAD (BY ELECTRICAL CONTRACTOR). SEE OPPD METER SPECIFICATION MANUAL

1Ø PADMOUNT TRANSFORMER SLAB DETAIL 8.08.1 FOR ADDITIONAL INFORMATION.

3. POWER CO. SECONDARY. PROVIDE (3) #4 IN 1-1/4" CONDUIT.

4. LIGHTING SERVICE CABINET CONCRETE PAD. PROVIDE A 5" THICK (MIN.) PAD WITH 3/4" CHAMFER

ON EDGES AND 6"X6" WELDED WIRE MESH REINFORCEMENT. PROVIDE (2) 12" DIA. BY 48" DEEP

CONCRETE PIERS, ONE AT EACH END, BELOW PAD. EXTEND PAD 6" BEYOND FOOTPRINT OF

LIGHTING SERVICE CABINET IN ALL DIRECTIONS.

5. POWER CO. METER SOCKET (BY ELECTRICAL CONTRACTOR). COORDINATE LOCATION AND

INSTALLATION WITH POWER CO. INSTALL PER OPPD METER SPECIFICATION MANUAL. PROVIDE

STAINLESS STEEL MOUNTING HARDWARE AND WEATHERPROOF FITTINGS.

6. PROVIDE (3) #4 IN 1-1/4" CONDUIT.

7. PROVIDE (1) #8 IN 1" CONDUIT TO (1) 5/8" DIA. X 10'-0" (MIN.) COPPER CLAD GROUND ROD.

8. PROVIDE (3) 1" CONDUITS AND EXTEND 5'-0" (MIN.) BEYOND FOOTPRINT OF CONCRETE PAD INTO

ADJACENT GRASS AREA. CAP AND FLAG CONDUIT ENDS.

9. PROVIDE (2) GFCI DUPLEX RECEPTACLES WITH DEDICATED 120V ELECTRICAL CONNECTION TO

PANEL "L1".

10. LIGHTING CONTROL RELAY PANEL "RP1". PROVIDE LC&D BLUE BOX LT RELAY PANEL, CATALOG

#GR1408 LT ENC SM NE4 GR1408 LT INT 04DPNC DTC DV D14 (OR APPROVED EQUAL). PROVIDE

DEDICATED 120V ELECTRICAL CONNECTION TO PANEL "L1". INSTALL PER MANUFACTURER'S

INSTRUCTIONS.

11. LIGHTING SERVICE CABINET. PROVIDE HOFFMAN (OR APPROVED EQUAL) FREE STANDING NEMA 4X

STAINLESS STEEL ELECTRICAL EQUIPMENT ENCLOSURE SIZED TO ACCOMMODATE THE

ELECTRICAL EQUIPMENT INDICATED. ENCLOSURE TO HAVE (2) FULL HEIGHT LOCKABLE HINGED

DOORS. PROVIDE ALL MOUNTING HARDWARE AND ACCESSORIES NECESSARY FOR A COMPLETE

INSTALL.

1 2

2

3 1

POWER CO. XFMR

4

PANEL

"L1"

PANEL

"RP1"

RELAY

11

NOT TO SCALE

LIGHTING SERVICE CABINET DETAIL2

106

SECTION 260526 - GROUNDING

THE ELECTRICAL SERVICE, ALL TRANSFORMERS, CONDUCTORS, CONDUITS, MOTOR FRAMES, AND SIMILAR CONDUCTING

SURFACES IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY AND EFFECTIVELY GROUNDED BY THIS

CONTRACTOR IN A THOROUGH AND EFFICIENT MANNER IN CONFORMANCE TO THE NATIONAL ELECTRICAL CODE. ALL CIRCUITS

SHALL HAVE SEPARATE GREEN GROUND CONDUCTOR ROUTED WITH PHASE CONDUCTORS.

SECTION 260533 - RACEWAYS

GENERAL REQUIREMENTS

ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL CONDUIT RUN UNDERGROUND SHALL BE

RIGID STEEL OR PVC SCHEDULE 40. ALL CONDUIT EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE RIGID

STEEL. ALL OTHER CONDUIT MAY BE THIN-WALL EMT WHERE APPROVED BY LOCAL CODE.

FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION,

VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL CONDUIT IS EXPOSED TO LIQUIDS,

VAPORS OR SUNLIGHT, LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE

PROVIDED WITH AN INSULATED GROUND WIRE.

CONDUIT INSTALLATION

ALL WIRING SHALL BE RUN IN CONDUIT. ALL CONDUIT RUNS SHOWN ARE DIAGRAMMATIC, EXACT LOCATIONS SHALL BE

DETERMINED IN THE FIELD.

CONDUIT SHALL BE INSTALLED CONCEALED ABOVE SUSPENDED CEILINGS OR CONCEALED IN WALL OR IN OR BENEATH FLOORS

WHEREVER POSSIBLE. RUN PARALLEL TO BUILDING

CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ALL OTHER WORK ON THE

PROJECT. CONDUIT SHALL BE INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, AND

SIMILAR ITEMS. CONDUIT SET IN FORMS FOR CONCRETE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT

INSTALLATION WILL NOT AFFECT THE STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE

ARCHITECT, NO CONDUIT SHALL BE RUN IN A SLAB ON GRADE. CONDUIT SHALL BE LOCATED IN GRANULAR FILL BELOW

SLABS-ON GRADE.

CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM

POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 BENDS BETWEEN CONNECTIONS. BENDS

SHALL BE SMOOTH AND EVEN AND SHALL BE MADE WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS OF BENDS

SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING TRADE ELBOW. LONG RADIUS ELBOWS

SHALL BE USED WHERE NECESSARY.

CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED.

SINGLE CONDUITS FOR FEEDERS SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE

SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER

CONDUITS SHALL BE CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS SPACED NOT OVER 10 FEET

APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL

MEMBERS ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT OF VERTICAL FEEDERS WHERE

REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED

FROM SUSPENDED CEILING COMPONENTS.

CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT SHALL BE THOROUGHLY CLEANED BEFORE

INSTALLATION AND KEPT CLEAN AFTER INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS REQUIRED

TO KEEP CONDUIT CLEAN DURING CONSTRUCTION AND ALL CONDUIT SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE

PULLING OF WIRES. ALL CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE SMALLER THAN CODE

REQUIREMENTS AND NOT LESS THAN 3/4" IN SIZE.

ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. ANY WORK DAMAGED OR MOVED

OUT OF LINE AFTER ROUGHING-IN SHALL BE REPAIRED TO MET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE

OWNER.

CONDUIT TERMINATIONS AT PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL EQUIPMENT AND JUNCTION BOXES SHALL BE

ALIGNED AND INSTALLED TRUE AND PLUMB.

INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES THROUGH EXPANSION JOINTS.

INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES

BY OTHERS.

MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY.

THRU-WIRING OF LIGHT FIXTURES IS NOT PERMITTED.

BUSHINGS AND LOCKNUTS

WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A BUSHING ON THE INSIDE AND A LOCKNUT

ON THE OUTSIDE, AND CONDUIT SHALL ENTER THE BOX SQUARELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED

MALLEABLE IRON AND SHALL HAVE SHARP, CLEAN-CUT THREADS. WHERE THIN-WALL CONDUIT ENTERS BOX, PROVIDE

APPROVED E.M.T. CONNECTORS. USE INSULATED GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION

OR MOISTURE.

SECTION 260553 - EQUIPMENT IDENTIFICATION

THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION NAMEPLATES ON ALL PANELBOARDS, SWITCHES,

STARTERS, ETC., INCLUDING SWITCHES IN DISTRIBUTION PANELS. NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC AND

SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT WITH SELF-TAPPING, STAINLESS STEEL SCREWS OR STAINLESS STEEL

MACHINE SCREWS WITH NUTS AN FLAT AND LOCK WASHERS. NAMEPLATES SHALL CLEARLY IDENTIFY EACH ITEM AND WHAT IT

CONTROLS.

SECTION 262416 - PANELBOARDS

DESCRIPTION: NEMA PB1, CIRCUIT BREAKER TYPE, LIGHTING AND APPLIANCE BRANCH CIRCUIT PANELBOARD.

PANELBOARD BUS: COPPER, RATINGS AS INDICATED. PROVIDE COPPER GROUND BUS IN EACH PANELBOARD; PROVIDE

INSULATED GROUND BUS WHERE SCHEDULED.

MINIMUM INTEGRATED SHORT CIRCUIT RATING: 10,000 AMPERES RMS SYMMETRICAL FOR 240 VOLT PANELBOARDS; 14,000

AMPERES RMS SYMMETRICAL FOR 480 VOLT PANELBOARDS.

MOLDED CASE CIRCUIT BREAKERS: NEMA AB 1, BOLT-ON TYPE THERMAL MAGNETIC TRIP CIRCUIT BREAKERS, WITH COMMON

TRIP HANDLE FOR ALL POLES, LISTED AS TYPE SWD FOR LIGHTING CIRCUITS, TYPE HACR FOR AIR CONDITIONING EQUIPMENT

CIRCUITS, CLASS A GROUND FAULT INTERRUPTER CIRCUIT BREAKERS WHERE SCHEDULED. DO NOT USE TANDEM CIRCUIT

BREAKERS.

ENCLOSURE: NEMA PB 1, TYPE 1.

CABINET BOX: 6 INCHES (153 MM) DEEP, 20 INCHES WIDE.

CABINET FRONT: SURFACE CABINET FRONT AS INDICATED WITH CONCEALED TRIM CLAMPS, CONCEALED HINGE, METAL

DIRECTORY FRAME, AND FLUSH LOCK ALL KEYED ALIKE. FINISH IN MANUFACTURER'S STANDARD GRAY ENAMEL.

ACCEPTABLE MANUFACTURERS SHALL BE SQUARE D, SIEMENS, GENERAL ELECTRIC AND CUTLER HAMMER.

INSTALLATION

INSTALL PANELBOARDS IN ACCORDANCE WITH NEMA PB 1.1 AND THE NECA "STANDARD OF INSTALLATION."

INSTALL PANELBOARDS PLUMB. INSTALL RECESSED PANELBOARDS FLUSH WITH WALL FINISHES.

HEIGHT: 6 FEET (1800 MM) TO TOP OF PANELBOARD; INSTALL PANELBOARDS TALLER THAN 6 FEET (1800 MM) WITH BOTTOM NO

MORE THAN 4 INCHES (100 MM) ABOVE FLOOR.

PROVIDE FILLER PLATES FOR UNUSED SPACES IN PANELBOARDS.

PROVIDE TYPED CIRCUIT DIRECTORY FOR EACH BRANCH CIRCUIT PANELBOARD. REVISE DIRECTORY TO REFLECT CIRCUITING

CHANGES REQUIRED TO BALANCE PHASE LOADS.

PROVIDE ENGRAVED PLASTIC NAMEPLATES.

GROUND AND BOND PANELBOARD ENCLOSURE ACCORDING TO NEC.

MEASURE STEADY STATE LOAD CURRENTS AT EACH PANELBOARD FEEDER; REARRANGE CIRCUITS IN THE PANELBOARD TO

BALANCE THE PHASE LOADS TO WITHIN 20 PERCENT OF EACH OTHER. MAINTAIN PROPER PHASING FOR MULTI-WIRE BRANCH

CIRCUITS.

SECTION 262726 - WIRING DEVICES

FURNISH AND INSTALL THE FOLLOWING OUTLETS AND SWITCHES WHERE SHOWN OR REQUIRED. MINOR CHANGES RELATIVE TO

THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE BY THIS CONTRACTOR TO COMPLY WITH STRUCTURAL AND BUILDING

REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. ALL OUTLETS AND SWITCHES MUST BE OF THE SAME

MANUFACTURER AND NOT MIXED ON THE PROJECT. COLOR OF TOGGLES AND RECEPTACLES SHALL BE AS REQUIRED BY THE

ARCHITECT.

DUPLEX RECEPTACLE: PASS & SEYMOUR #5362

SINGLE POLE SWITCH: PASS & SEYMOUR #20AC1

THREE-WAY SWITCH: PASS & SEYMOUR #20AC3

PILOT LIGHT SWITCH: PASS & SEYMOUR #20AC1-RPL

KEY SWITCH: PASS & SEYMOUR #20AC1-L

GFCI DUPLEX RECEPTACLE: PASS & SEYMOUR #2091

ISOLATED GROUND RECEPTACLE: PASS & SEYMOUR #IG6300 (NEMA 5-20IG)

EQUIVALENT HUBBELL, LEVITON AND BRYANT, WILL BE ACCEPTABLE. OTHER DEVICES SHOWN ON THE PLANS BUT NOT CALLED

OUT ABOVE SHALL BE OF THE SAME CONSTRUCTION QUALITY AS DEFINED BY THE MODEL NUMBERS SHOWN.

SWITCH AND OUTLET COVER PLATES

ALL SWITCH AND OUTLET PLATES SHALL BE P&S SMOOTH PLASTIC. SWITCH PLATES IN UNFINISHED ROOMS AND SPACES SHALL

BE STAMPED STEEL PLATES, CADMIUM PLATED. GROUPS OF SWITCHES SHALL BE UNDER ONE GANG-PLATE, USUALLY MOUNTED

HORIZONTALLY; WHERE REQUIRED BY DETAILS, VERTICAL MOUNTING SHALL BE USED INSTEAD. PLATES SHALL BE SET PLUMB,

PARALLEL, AND SHALL FINISH FLUSH WITH THE WALL. WEATHERPROOF COVER PLATES SHALL BE CAST ALUMINUM LISTED AND

LABELED EXTRA DUTY WITH PVC GASKETING AND RATED FOR "WHILE-IN-USE".

LOCATIONS OF OUTLETS, SWITCHES AND OTHER WIRING DEVICES

OUTLETS MUST BE CENTERED WITH REGARD TO PANELING, FURRING, AND TRIM. ANY OUTLET WHICH IS IMPROPERLY LOCATED

MUST BE CORRECTED AT THE CONTRACTOR"S EXPENSE. OUTLETS MUST BE SET PLUMB OR HORIZONTAL AND SHALL EXTEND

TO THE FINISHED SURFACE OF THE WALL, CEILING OR FLOOR AS THE CASE MAY BE WITHOUT PROJECTING BEYOND SAME.

RECEPTACLES, SWITCHES, AND OTHER WIRING DEVICES SHOWN ON WOOD TRIM, CASES OR OTHER FIXTURES SHALL BE

INSTALLED SYMMETRICALLY ON SUCH TRIM OR FIXTURE AND WHERE NECESSARY, SHALL BE SET WITH THE LONG DIMENSION OF

THE PLATE HORIZONTAL, OR SHALL BE GANGED IN TANDEM.

DIVISION 26 - ELECTRICAL SPECIFICATIONS

SECTION 260100 - GENERAL PROVISIONS

GENERAL REQUIREMENTS

ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS

SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL

ITS CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION

INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY

THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH SYSTEMS

FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED.

INSPECTION OF SITE

THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE

CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT

JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE.

MATERIAL AND WORKMANSHIP

ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL MATERIAL AND APPARATUS SHALL HAVE

MARKINGS OR A NAMEPLATE IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH

QUALITY, SIZE AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE

PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY.

LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS,

TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY

THIS CONTRACTOR. MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, AND PROTECTED

FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. ALL ELECTRICAL MATERIALS USED IN THIS WORK SHALL BE APPROVED BY

THE UNDERWRITER'S LABORATORIES AND SHALL BEAR THEIR LABEL OF APPROVAL.

COORDINATION

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND SUBCONTRACTORS SO THAT VARIOUS

COMPONENTS OF THE ELECTRICAL SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE AND

WILL ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL,

STRUCTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR

SPACES. THE CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND OTHER STRUCTURAL

MEMBERS; AND TO FACILITATE CONCEALING CONDUIT IN THE MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL

PROVIDE MATERIALS WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY

INSTALLED.

SUBMITTALS

SUBMIT ONE ELECTRONIC VERSION OF SHOP DRAWINGS AND PRODUCT DATA ON ALL ELECTRICAL EQUIPMENT TO BE PROVIDED

BY THE CONTRACTOR.

TITLE EACH DRAWING WITH PROJECT NAME AND NUMBER; IDENTIFY EACH ELEMENT OF DRAWINGS BY REFERENCE TO SHEET

NUMBER AND DETAIL, SCHEDULE OR ROOM NUMBER OF CONTRACT DOCUMENTS.

SEQUENTIALLY NUMBER SUBMITTALS ACCORDING THEIR SPECIFICATION SECTION NUMBER. REVISED SUBMITTALS SHOULD

INCLUDE ORIGINAL NUMBER AND A SEQUENTIAL ALPHABETIC SUFFIX.

CONTRACTOR AND SUPPLIER SHALL REVIEW AND STAMP AND SIGN SUBMITTALS PRIOR TO TRANSMITTAL; DETERMINE AND

VERIFY FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MANUFACTURERS CATALOG NUMBERS AND CONFORMANCE OF

SUBMITTAL WITH REQUIREMENTS OF CONTRACT DOCUMENTS. IDENTIFY IN WRITING AT TIME OF SUBMITTAL OF ANY DEVIATIONS

FROM REQUIREMENTS OF CONTRACT DOCUMENTS.

MARK DIMENSIONS AND VALUES IN UNITS TO MATCH THOSE SPECIFIED.

MARK ANY FEATURES/OPTIONS BEING PROVIDED. DELETE OR PUT A LINE THROUGH FEATURES/OPTIONS THAT ARE NOT BEING

PROVIDED.

DO NOT FABRICATE OR ORDER PRODUCTS OR BEGIN WORK THAT REQUIRES SUBMITTALS UNTIL APPROVAL OF SUBMITTAL.

APPROVAL OF EQUIPMENT DOES NOT CONSTRUE APPROVAL OF EQUIPMENT, COMPONENTS, ETC. THAT NO INFORMATION IS

FURNISHED TO SHOW COMPLIANCE WITH CONTRACT DOCUMENTS.

CONTRACTOR SHALL PAY A SHOP DRAWING REVIEW FEE OF $100.00, TO THE ENGINEER, FOR EACH SHOP DRAWING REVIEW

AFTER TWO REVIEWS THAT ARE MARKED "RETURNED FOR CORRECTIONS" BY THE ENGINEER.

SUBSTITUTIONS

THE ENGINEER SHALL BE THE SOLE AND FINAL JUDGE AS TO THE SUITABILITY OF ITEMS SUBSTITUTED FOR THOSE SPECIFIED.

REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED NO LATER THAN TEN (10) DAYS PRIOR TO THE DAY OF BID OPENING. IF

PRIOR APPROVAL IS NOT GRANTED, EQUIPMENT SHALL BE FURNISHED AS SPECIFIED OR AS SHOWN ON THE PLANS.

THE ENTIRE COST OF ALL CHANGES OF ANY TYPE DUE TO SUBSTITUTIONS FOR MATERIALS SPECIFIED SHALL BE BORNE BY THE

CONTRACTOR AT NO EXTRA COST TO THE OWNER AND SHALL REIMBURSE OTHER TRADES OF ADDITIONAL COST DUE TO

SUBSTITUTION.

DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH

CONTRACT DOCUMENTS.

REQUEST CONSTITUTES A REPRESENTATION THAT CONTRACTOR:

1. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS, IN ALL RESPECTS, SPECIFIED

PRODUCT.

2. WILL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT.

3. WILL COORDINATE INSTALLATION AND MAKE OTHER CHANGES THAT MAY BE REQUIRED FOR WORK TO BE COMPLETE IN

ALL RESPECTS.

4. WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION THAT MAY SUBSEQUENTLY BECOME APPARENT.

5. WILL REIMBURSE OWNER FOR REVIEW OR REDESIGN SERVICES ASSOCIATED WITH RE-APPROVAL BY AUTHORITIES.

SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP DRAWING OR PRODUCT DATA

SUBMITTALS WITHOUT SEPARATE WRITTEN REQUEST, OR WHEN ACCEPTANCE WILL REQUIRE SUBSTANTIAL REVISION OF

CONTRACT DOCUMENTS.

DIMENSIONS AND LAYOUTS

THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF THE SYSTEMS APPROXIMATELY TO

SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED

DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB MEASUREMENTS,

BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR

WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION.

ORDINANCES AND CODES

CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH NATIONAL FIRE PROTECTION

ASSOCIATION CODES, STATE AND LOCAL BUILDING CODES, AND/OR ALL OTHER APPLICABLE CODES AND ORDINANCES.

CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED

BY CONNECTION OF SERVICES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, FEES AND INSPECTIONS

REQUIRED FOR THE WORK UNDER THIS CONTRACT UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL BE HELD

RESPONSIBLE FOR ANY VIOLATION OF THE LAW. CONTRACTOR SHALL MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS

FOR THE SAFETY OF THE PUBLIC.

ADJUSTING, ALIGNING AND TESTING

ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED

BY OTHERS SHALL BE ADJUSTED, ALIGNED AND TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR.

COMPLETE WIRING SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR PROPER ROTATION.

THE CONTRACTOR SHALL MAINTAIN ON THE PROJECT PREMISES THE FOLLOWING AT ALL TIMES: A TRUE RMS READING

VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGGER INSULATION RESISTANCE TESTER. THE CONTRACTOR SHALL

PROVIDE TEST DATA RATINGS AS REQUESTED OR AS REQUIRED.

GUARANTEE

GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF WRITTEN FINAL

ACCEPTANCE. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED.

SECTION 260519 - WIRE

ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL, AND 600 VOLT INSULATION. ALL WIRE SHALL BE RUN IN

CONDUIT. SERVICE ENTRANCE CABLE SHALL BE TYPE USE, THWN OR XHHW WITH STRANDED CONDUCTORS. ALL FEEDER AND

BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE

#10 AWG AND SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS, OR IN CONDUIT BELOW GRADE OR SLAB) OR THHN

(DRY LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN FLUORESCENT FIXTURE CHANNELS

SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SHALL BE NOT SMALLER THAN #12 AWG WIRE. IF NO WIRE SIZE IS

INDICATED ON THE PLANS FOR A BRANCH CIRCUIT, PROVIDE #12AWG WIRE AND A 20A CIRCUIT BREAKER. CONTROL WIRING

SHALL HAVE 600V INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISHED SPECIFIED

FUNCTION. NO MORE THAN 6 RECEPTACLES OR 16 AMPS OF LOAD PER CIRCUIT.

WIRING INSTALLATION

ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES.

SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY CODE BY INSTALLING CABLE SUPPORTERS OR

PLUG-TYPE CONDUIT RISER SUPPORTS.

ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN

APPROVED BOXES AND ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE MADE UP WITH

APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND JOINTS SHALL BE INSULATED AS REQUIRED BY CODE.

ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L.

LISTED FOR THE SPECIFIC APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS.

WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHERS", CONTRACTOR

SHALL LEAVE A MINIMUM OF 3 FEET OF "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE BOX.

CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH NEC COLOR CODE SYSTEM AND IN THE TABLE

BELOW. IN LARGER WIRE SIZES WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE

VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CABLE AT ALL TERMINATION POINTS, JUNCTION

AND PULL BOXES.

SYSTEM VOLTAGE, CONDUCTOR TYPE, COLOR:

208Y/120 480Y/277

BLACK PHASE A BROWN

RED PHASE B ORANGE

BLUE PHASE C YELLOW

WHITE NEUTRAL GRAY

GREEN EQUIPMENT GROUND GREEN

GREEN W/ ISOLATED GROUND

YELLOW STRIPE

ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED FOR IDENTIFICATION WITH

VINYL STICK-ON MARKERS OR EQUIVALENT.

ALL RECEPTACLE AND NON-LIGHTING EQUIPMENT BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR

INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC TABLE 250.122.

VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%.

" " " "

" "

BOLT CIRCLE DIA,

COORDINATE WITH

POLE REQUIREMENTS

EXP. JOINT FILLER

1'' PREFORMED

EXP. JOINT FILLER

1'' PREFORMED

SIDEWALK

PROJECTION 2 3/4''

ANCHOR BOLT

JOINT SEALING FILLER

(HOT POURED TYPE)

SIDEWALK

3'' MIN.

PVC CONDUIT FOR GROUND

CONDUCTOR

GROUND ROD

5/8'' X 10'-0'' MIN. COPPER

CLAD ONE PIECE

1'' CHAMFER

ANCHOR BOLTS BY

POLE MANUFACTURER

BELL END

FURNISH AND INSTALL

IN-LINE BALLAST FUSES IN

BUSSMANN "TRON"

WEATHERPROOF FUSE

HOLDERS #HEB WITH #KTK

FUSES. FUSE EACH

LUMINAIRE SEPARATELY

(SIZE AS REQUIRED, 5A MAX.)

METAL BOLT COVER

PVC OR RIGID CONDUIT

FOR FEEDER CABLE

(SIZE AS SPECIFIED)

3'' M

IN

. A

LL

S

ID

ES

N0.4 BARS EQUALLY

SPACED MAX. 12" O.C.

7-NO.6 BARS SPACED

EVENLY AROUND REBAR

STRUCTURE

CIRCUMFERENCE

A

B

30

" M

IN

.

2'-0"

12

" M

IN

.

NOT TO SCALE

BOLT DETAIL

ANCHOR

GALVANIZED 8''

MIN.

6"

4"

3'-0

"

NOT TO SCALE

CONCRETE FOUNDATION

CONCRETE CLASS ''47B-3000''

REINFORCING STEEL: GRADE 60

ANCHOR BOLTS: 1'' DIA. (AASHTO M314, GR.55)

HEAVY HEX GALVANIZED NUTS: (AASHTO M291, GR A)

FLAT WASHERS GALVANIZED: (AASHTO M293)

2'-6''41' TO 50'

2'-0''

2'-0''

31' TO 40'

UP TO 30'

1.10 CU. YDS.

0.58 CU. YDS.

0.64 CU. YDS.

LIGHTING FOUNDATION DATA

MOUNTING HEIGHT A B

6'-0''

5'-6''

5'-0''

STEEL CONCRETE

63 lb.

55 lb.

50 lb.

1

106

ATTACH GROUNDING

CONDUCTOR TO GROUNDING

LUG IN POLE OR TRANSFORMER

BASE



Suite 200

Omaha, NE 68106

TEL 402.341.1116

FAX 402.341.5895

CD-17-008 98

W

W

W

W

W

W



CD-17-008

CITY CENTRE DRIVEM

ATC

HLI

NE

S

TA. 4

05+7

5 OU

TLO

T A

LOT 14

LOT 15 LOT 17 EROSION CONTROL




INSTALL INLET PROTECTION

INSTALL SLOPE EROSION CHECK(WATTLE)

W

INSTALL SEEDING(COVER CROP)

106

W W W W W W

W



CD-17-008

CITY CENTRE STORM OUTLET

EROSION CONTROL

MA

TCH

LIN

E

STA

. 72+

50

INSTALL SEEDING(COVER CROP)

INSTALL TURF REINFORCEMENT MAT(TYPE A)

INSTALL SLOPE EROSION CHECK(WATTLE)

INSTALL SWALE EROSION CHECK(WATTLE)

W

W

LOT 14

107



CD-17-008DETAILS

TYPICAL PIPE RAILING ON GRAVITY BLOCK WALL DETAIL

FENCE SLEEVE DETAILGRAVITY BLOCK RETAINING WALL SECTION

SOLDIER PILE RETAINING WALL SECTION

TYPICAL PIPE RAILING BEHIND SOLDIER PILE WALL DETAIL

117

TYPICAL BLACK VINYL CHAIN LINK FENCE DETAIL

EXPANSION JOINT DETAIL

DECORATIVE CROSSWALK DETAIL SECTION

CONSTRUCTION JOINT DETAIL

CONTROL JOINT DETAIL"V" CUT DETAIL



CD-17-008

STANDARD CROSSWALK DETAIL LAYOUT

STANDARD CROSSWALK DETAIL SECTION

118

DETAILS



CD-17-008DETAILS

122



Suite 200

Omaha, NE 68106

TEL 402.341.1116

FAX 402.341.5895

CD-17-008LOT 14 & LOT 17 GRADING PLAN

LOT 14

LOT 17

OUTLOT C

125



Suite 200

Omaha, NE 68106

TEL 402.341.1116

FAX 402.341.5895

CD-17-008LOT 14 & LOT 17 CUT/FILL PLAN

LOT 17

OUTLOT C

LOT 14

Cut/Fill Summary

Name

OA_VOL-LOT17

OA_VOL-LOT14

Totals

Cut Factor

1.00

1.00

Fill Factor

1.25

1.25

2d Area

23302.74 Sq. Ft.

8347.87 Sq. Ft.

31650.62 Sq. Ft.

Cut

4257.27 Cu. Yd.

32.81 Cu. Yd.

4290.08 Cu. Yd.

Fill

0.14 Cu. Yd.

1127.78 Cu. Yd.

1127.92 Cu. Yd.

Net

4257.13 Cu. Yd.<Cut>

1094.97 Cu. Yd.<Fill>

3162.16 Cu. Yd.<Cut>

126

84th Street Redevelopment Area

City Centre Infrastructure

Pavement and Sewers

SP-5

SPECIAL PROVISIONS

1. CRITICAL PATH METHOD (CPM) SCHEDULE

See Section 8.03, Prosecution of the Work, in the City of Omaha Specifications for Public Works

Construction, 2014 or Later Edition including all Addenda.

Delete all references to an Activities Schedule Chart (ASC).

The Contractor’s CPM schedule shall include the activities of all utility companies having facilities

on the project.

The Contractor shall submit a revised CPM schedule whenever the Contractor’s progress falls behind

his/her schedule. The Contractor shall submit the revised schedule within seven (7) days of falling

behind his/her schedule.

2. PROGRESSION OF WORK

The Contractor is made aware of the Migratory Bird Treaty Act. The Contractor should schedule

clearing and grubbing outside of the primary nesting season, generally occurring between April 1st

and July 15th, to the extent practicable. Should it appear that clearing and grubbing will result in

unavoidable conflict with a nesting bird’s eggs or young, the Contractor will be required to complete

a nesting survey. This may require the Contractor to restructure their activities to avoid an area,

thereby allowing fledging of the nest.

The Contractor shall coordinate with the adjacent businesses and property owners impacted by

roadway or driveway closures to clearly identify routes for ingress and egress to the properties as

required throughout all phases of the project. The Contractor shall notify all adjacent property owners

in writing a minimum of forty-eight (48) hours in advance of any changes in access, parking, or use

of their property that may be required to complete the work throughout the duration of the project. A

copy of the written notice shall be provided to the Engineer for approval prior to property notification.

The Contractor shall place signs along the roadways a minimum of five (5) calendar days in advance

of the start of work that would close or shift traffic along the public roadways (subsidiary to

Barricades and Warning Signs).

The Contractor shall maintain access at all times to the McDonald’s, Chili’s, Lot 1 carwash, and First

National Bank within the project boundaries. The Contractor shall also maintain access to the private

development lot contractors and private utilities contractors.

See the “UTILITIES” section of these special provisions for a description and anticipated schedule

for completion of the utility work on the project.



Pavement and Sewers

TS-33

PART 3 EXECUTION

A. Method of Measurement and Basis of Payment

1. Measurement and payment shall be made at the contract unit price per LF for the item “Security

Fence”. Payment shall be full compensation to install, adjust, and remove the security fence, and for all materials, equipment, tools, labor, and incidentals necessary to complete the work.

130. DETECTABLE WARNING PANELS

PART 1 GENERAL

A. Description

1. This item shall consist of all work necessary for installing detectable warning panels at sidewalk

curb ramps, and shall be in accordance with Section 504 of the Standard Specifications, and be installed per manufacture’s recommendations.

PART 2 PRODUCTS

1. The detectable warning panels shall be from the Armor-Tile product line, manufactured by Armor-

Tile. A sample product shall be provided for approval prior to installation. Color shall be selected by Engineer.

PART 3 EXECUTION

A. Method of Measurement and Basis of Payment

1. Measurement and payment for the Detectable Warning Panels shall be made at the contract unit

price bid per Each. Said payment shall be full compensation for all labor, equipment, materials and incidentals required to complete the work.

131. CONSTRUCT SEGMENTAL RETAINING WALL - SMALL

BLOCK

PART 1: GENERAL

1.01 Description

A. This item shall consist of all work necessary for furnishing and installing segmental retaining wall

(SRW) units to the lines and grades shown on the plans and as specified herein, and shall be in

accordance with Section 605 of the Standard Specifications, and per manufacture’s

recommendations. Also included is furnishing and installing appurtenant materials required for

construction of the complete system.

1.02 Submittals

A. Submit for review 2 sets of shop drawings for the retaining wall system prepared by a Professional

Engineer registered in the state where the project is located. The shop drawings shall indicate the

layout, height, and geogrid reinforcement (if any) of the retaining wall system. Design shall



Pavement and Sewers

TS-70

G. Curing Materials (for colored and/or stamped concrete pavement):

1. As recommended by chemical stain manufacturer for compatibility.

H. Related Materials:

1. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.

2.3 CONCRETE MIXES AND MIXING

A. Concrete Mixes: See Project Specifications.

B. Ready-Mixed Concrete: See Project Specifications.

2.4 ACCESSORIES

A. Comply with ASTM C309 and be approved by color additive manufacturer for use with colored

concrete. Provide W-1000 Clear Cure & Seal Color and/or Seal II tinted to match colored concrete

and manufactured by Davis Colors.

B. Pattern-Stamping Tools and Materials:

1. Tools: Mat-type and Cookie cutter-type stamping tools; Pattern shall be Proline Rotating

Ashlar Blue Stone and Roman Slate (see plans for specific locations)

a. Plastic Film: 2 mil polyethylene sheet.

b. Release Agent: Provide release agent recommended by pattern tool manufacturer and

compatible with integral color additives. Release agent shall be selected from

manufacturer's standard colors.

c. Surface Retarders to meet manufacturer's specifications.

d. Sealants: Joint sealers shall be type specified in Section 137. Provide in color to match

colored concrete.

2.5 MIXES

A. Color Additives: Mix in accordance with manufacturer's instructions. Mix until color additives are

uniformly dispersed throughout mixture and disintegrating bags, if used, have disintegrated.

B. Do not retemper mix by adding water in field.

2.6 CONCRETE COLORS

A. Concrete Colors for crosswalk borders see plans:

1. Cement: Color shall be GRAY.

2. Sand: Color shall be locally available natural sand.

3. Aggregate: Concrete supplier's standard aggregate to comply with the city of Omaha Standard

specifications.

4. Color Additives: as directed by manufacturer's percent dosage rate of Davis Colors color

additives. Dosage rate shall be based on weight of Portland cement, fly ash, silica fume, lime

and other cementitious materials but not aggregate or sand.

84th Street Redevelopment Area City Centre Infrastructure

Pavement and Sewers

TS-83

142. CHAIN LINK FENCES AND GATES

PART 1 - GENERAL

1.1 SUMMARY

A. All work shall meet the material requirements and construction methods of Section 808 – Fence of the City of Omaha Standard Specifications for Public Works Construction, 2014.

B. Section Includes: 1. Chain link fences and gates associated with sitework.

1.2 REFERENCES

A. American Society for Testing and Materials (ASTM) 1. ASTM F668 – Specifications for Polymer-Coated Chain-Link Fence Fabric. 2. ASTM F934 – Specification for Standard Colors for Polymer-Coated Chain Link 3. ASTM C 94 - Ready-Mixed Concrete.

B. Chain Link Fence Manufacturers Institute (CLFMI) latest edition Product Manual.

1.3 SUBMITTALS

A. Product material details.

1.4 QUALITY ASSURANCE

A. Chain link fabric, posts, and components, and installation shall conform to the requirements of the CLFMI Product Manual unless otherwise shown or specified.

B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this Section with minimum 3 years documented experience.

PART 2 - PRODUCTS

2.1 MATERIALS

A. All fence system components shall be polymer coated fused and bonded to the material, of black color per the associated ASTM specifications.

B. Steel Posts: Type I or II or roll formed "C" Section steel conforming to CLFMI and as specified hereinafter. Polymer coated framework shall have a PVC coating fused and adhered to the exterior zinc coating of the post or rail. PVC coating shall have minimum thickness 10-mils (0.254 mm) per ASTM F1043. Color to match fabric black per ASTM F934

C. Fabric: Polymer Coated Steel Fabric: ASTM F668, Class 2B fused and bonded, black in conformance with ASTM F934, No. 9 gage (0.148 nominal) galvanized steel wire in 2 inch mesh; ASTM A 392, knuckle top and bottom selvages, height as shown. Furnish 1-piece fabric widths.


Pavement and Sewers

TS-84

D. End, Corner, and Pull Posts: Minimum sizes and weights as follows: 1. Up to 13 Foot Fabric Height: Type I or II in accordance with CLFMI Product Manual. 2. 13 foot and over Fabric Height (If required):

a. Type I Posts: Round; 4.0 inch outside diameter pipe, 9.10 lbs/lin ft. b. Type II Posts: 4.0 inch outside diameter pipe, 6.56 lbs/lin ft.

E. Line (Intermediate) Posts: Minimum sizes and weights as follows: 1. Up to 8 Foot Fabric Height: Type I, II, or "C" Section in accordance with CLFMI Product

Manual. 2. Over 8 Foot Fabric Height:

a. Type I Posts: 1) Round: 2.875 inch outside diameter pipe, 5.79 lbs/lin ft. 2) Square: 2.5" x 2.5" outside dimension, 5.10 lbs/lin ft.

b. Type II Posts: 2.875 inch outside diameter pipe, 4.64 lbs/lin ft.

F. Gate Posts: Type I or II in accordance with CLFMI Product Manual.

G. Top, Bottom, and Intermediate Rails: Type I or II in accordance with CLFMI Product Manual. 1. Manufacturer's longest lengths. 2. Couplings: Expansion type, approximately 6 inches long. 3. Attaching Devices: Means of attaching top rail securely to each gate, corner, pull, and end

post.

H. Sleeves: Galvanized steel pipe not less than 6-inches long with inside diameter not less than ½ inch greater than outside diameter of pipe. Provide steel plate closure welded to bottom of sleeve of width and length not less than 1 inch greater than outside diameter of sleeve.

I. Tension Wire: 7 gage galvanized steel conforming to CLFMI, Marcelled, located at bottom of fabric. Match coating class and color to that of the chain link fabric.

J. Polymer Coated Color Fittings: In compliance with ASTM F626. Polymer coating minimum thickness 0.006 in. (0.152 mm) fused and adhered to zinc coated fittings. Match color to fence system.

K. Wire Ties: Class 1 galvanized steel, no less than 9 gage.

L. Post Brace Assembly: Manufacturer's standard adjustable brace at end of gate posts and at both sides of corner and pull posts, with horizontal brace located at mid-height of fabric. Use same material as top rail for brace, and truss to line posts with 0.375-inch diameter rod and adjustable tightener.

M. Post Tops: Galvanized steel, weather tight closure cap for each tubular post. Furnish caps with openings to permit passage of top rail.

N. Stretcher Bars: Galvanized steel, 1 piece lengths equal to full height of fabric, with minimum cross-section of 3/16-inch x 3/4-inch. Provide one stretch bar for each gate and end post, and two for each corner and pull post.


Pavement and Sewers

TS-85

O. Stretch Bar Bands: Manufacturer's standard.

P. Gate Cross-bracing: 3/8-inch diameter galvanized steel adjustable length truss rods.

Q. Ready Mix Concrete: ASTM C94, mix design as follows: 1. Design mix to produce normal weight concrete consisting of Portland cement, aggregate,

water-reducing admixture, air-entraining admixture, and water to produce following: a. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on

Construction Drawings. b. Slump Range: 1 to 3 inches at time of placement. c. Air Entrainment: 5 to 8 percent.

R. Swinging Gate Hardware: 1. Hinges: Size and material to suit gate size, non-lift-off type, offset to permit full 180-degree

gate opening. Provide a pair of 1 1/2-inch hinges for each leaf over 6'-0" nominal height. 2. Latch: Forked type or plunger-bar type to permit operation from either side of gate, with

padlock eye as integral part of latch.

S. Double Gates Hardware: Provide gate stops for double gates, consisting of mushroom type of flush plate with anchors set in concrete, to engage center drop rod or plunger bar. Include locking device and padlock eye as integral part of latch, using 1 padlock for locking both gate leaves.

T. Sliding Gate Hardware: Provide manufacturer's standard heavy-duty track, ball-bearing hanger sheaves, overhead framing and supports, guides, stays, bracing, and accessories as required.

2.2 GATE FABRICATION

A. Fabricate swing gate perimeter frames of 1.90-inch OD pipe, galvanized steel. Provide horizontal and vertical members to ensure proper gate operation and attachment of fabric, hardware, and accessories. Space frame members maximum of 8'-0" apart.

B. Assemble gate frames by welding or special fittings and rivets, for rigid connections. Install same fabric as for fence with stretcher bars at vertical edges. Install diagonal cross-bracing on gates as required ensuring rigid frame without sag or twist. Bars may be used at top and bottom edges. Attach stretchers to gate frame at 15 inches o.c. maximum.

C. Attach hardware to provide security against removal or breakage.

2.3 FINISH

A. Fabric, Framing, and Other Iron Parts: Black vinyl coated in accordance with CLFMI Product Manual.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install chain link fence in accordance with CLFMI Product Manual unless otherwise specified herein.


Pavement and Sewers

TS-86

B. Comply with recommended procedures and instructions of fencing manufacturer. Provide secure, aligned installation with line posts spaced at 10'-0" o.c. maximum.

C. Methods for Setting Posts: 1. Grade-Set Posts:

a. Drill or hand excavate to a depth approximately 3 inches lower than post bottom. Set post bottom not less than 36 inches below finish grade.

b. Excavate each post hole to 12 inch diameter, or not less than four times diameter of post.

c. Place concrete around posts and vibrate or tamp for consolidation. Check each post for vertical and top alignment, and hold in position during placement and finishing operations. Extend concrete footing 2-inches above grade and trowel crown to shed water.

d. Post shall be set plumb within 1/4" in 10 feet. 2. Sleeve Set Posts: Anchor posts by means of pipe sleeves preset and anchored into concrete.

After posts have been inserted into sleeves, fill annular space between post and sleeve solid with nonshrink, non-metallic grout, mixed and placed to comply with grout manufacturer's directions.

D. Top Rails: Run rail continuously, bending to form radius for curved runs. Provide expansion couplings as recommended by manufacturer.

E. Center Rails: Provide center rails where indicated. Install in 1 piece between posts and flush with post on fabric side, using special offset fittings where necessary.

F. Brace Assemblies: Install braces so posts are plumb when diagonal rod are under proper tension.

G. Tension Wire: Install tension wires through post cap loops before stretching fabric and tie to each post cap with not less than 6 gauge galvanized wire. Fasten fabric to tension wire using 11 gauge galvanized steel hog rings spaced 24-inches o.c.

H. Fabric: Leave approximately 2 inches between finish grade and bottom selvage. Pull fabric taut and tie to posts, rails, and tension wires. Install fabric on security side of fence, and anchor to framework so that fabric remains in tension after pulling force is released.

I. Stretcher Bars: Secure at end, corner, pull, and gate posts by threading through or clamping to fabric at 4 inches o.c. and secure to posts with metal bands spaced at 15 inches o.c.

J. Tie Wires: 1. Use U-shaped wire, conforming to diameter of pipe to which attached, clasping pipe and

fabric firmly when ends twisted at least 2 full turns. Bend ends of wire to minimize hazard to persons or clothing.

2. Tie fabric to line posts with wire ties spaced 12 inches o.c. Tie fabric to rails and braces with wire ties spaced 24 inches o.c. Tie fabric to tension wires with hog rings spaced 24-inches o.c.

3. Manufacturer's standard procedure will be accepted if of equal strength and durability.

K. Fasteners: Install nuts for tension bands and hardware bolts on side of fence opposite fabric side. Peen ends of bolts or score threads to prevent removal of nuts.


Pavement and Sewers

TS-87

L. Gates: Install gates plumb, level, and secure for full opening without interference. Install ground-set items in concrete for anchorage. Adjust hardware for smooth operation and lubrication.

3.2 ADDITIONAL INSTALLATION PROVISIONS

A. Use U-shape tie wires, conforming to the diameters of pipe, that clasp the pipe and fabric firmly with ends twisted at least 2 full turns.

B. Bend ends of exposed wires to minimize hazards to persons or clothing.

C. Install nuts for fasteners on tension bands and hardware bolts on the side of the fence opposite the fabric. The ends of bolts, once secure and checked for smooth operation, shall be peened to prevent removal of nuts.

D. Repair coatings damaged in the field with methods and techniques as recommended by the manufacturer.

3.3 MEASUREMENT AND PAYMENT

A. Method of Measurement and Basis of Payment 1. Measurement and payment shall be made at the contract unit price per Linear Feet for the

item “Construct Black Vinyl Chain Link Fence". Payment shall be full compensation site preparation, excavation, backfilling, furnishing and installing all footings, materials, fittings, fence fabric, and posts; installing electrical grounding wire and rods, and for all materials, equipment, tools, labor, and incidentals necessary to complete the work.

Olsson Associates Street, Suite 200 Omaha, NE 68106 … Addendum #1 Letter... · 1 Olsson...

Documents

Transcript of Olsson Associates Street, Suite 200 Omaha, NE 68106 … Addendum #1 Letter... · 1 Olsson...