Addendum No. 1 E14-135 - Juneau, · PDF fileTANNER TERRACE SUBDIVISION Addendum No. 1 ......

TANNER TERRACE SUBDIVISION Addendum No. 1 IMPROVEMENTS, LID 60 6/19/2014 CBJ Contract No. E14-135

ADDENDUM TO THE CONTRACT for the TANNER TERRACE SUBDIVISION IMPROVEMENTS LID 60 Contract No. E14-135

ADDENDUM NO.: ONE CURRENT DEADLINE FOR BIDS: June 26, 2014 PREVIOUS ADDENDA: NONE ISSUED BY: City and Borough of Juneau ENGINEERING DEPARTMENT 155 South Seward Street Juneau, Alaska 99801 DATE ADDENDUM ISSUED: June 19, 2014 The following items of the contract are modified as herein indicated. All other items remain the same. This addendum has been issued and is posted online. Please refer to the CBJ Engineering Contracts Division webpage at: http://www.juneau.org/engineering_ftp/contracts/Contracts.php PROJECT MANUAL: Item No. 1 SECTION 00310 – BID SCHEDULE, Delete and replace in its entirety, with the attached

SECTION 00310-BID SCHEDULE, labeled Addendum No. 1, dated June 18, 2014. Item No. 2 SECTION 00700 – GENERAL CONDITIONS, ARTICLE 4 AVAILABILITY OF LANDS;

PHYSICAL CONDITIONS; REFERENCE POINTS, Paragraph 4.6 USE OF THE CBJ/STATE LEMON CREEK GRAVEL PIT Delete its entirety.

Item No. 3 SECTION 00852 – PERMITS, PART 1 –GENERAL, Article 1.1 INDEX OF PERMITS,

Paragraph B. Add the attached referenced State of Alaska Department of Transportation and Public Facilities Utility Permit.

Item No. 4 SECTION 00852 – PERMITS, PART 1 –GENERAL, Article 1.1 INDEX OF PERMITS,

Paragraph C., Delete the reference to Paragraph C. State of Alaska Department of Transportation and Public Facilities Driveway Permit in its entirety.

Item No. 5 SPECIAL PROVISIONS. SECTION 01025 - MEASUREMENT AND PAYMENT, Part 1-

GENEARL, Article 1.1, Scope, Paragraph C, Add the following:

17. Repainting existing Glacier Highway 4” wide solid white fog line striping.

ENGINEERING DEPARTMENT

SECTION 00310 - BID SCHEDULE

PAY ITEM NO.

PAYUNIT

APPROX.QUANTITY DOLLARS CENTS DOLLARS CENTS

1505.1 Mobilization Lump Sum All Req'd LUMP SUM

1570.1 Erosion and Sediment Control Lump Sum All Req'd LUMP SUM

2201.1 Clearing and Grubbing Lump Sum All Req'd LUMP SUM

2202.1 Excavation CY 2,348

2202.2 Shot Rock Borrow CY 1,620

2202.3 Sideslopes and Ditch Grading Lump Sum All Req'd LUMP SUM

2202.4 Road Cleaning GuaranteeContingent

SumAll Req'd Contingent Sum $5,000 00

2204.1 2-Inch Minus Shot Rock w/Base Course CY 598

2401.1 Reconstruct Existing Sewer Laterals Each 3

2401.2 Sewer Service Cleanouts Each 14

2401.3 Locate Sanitary Sewer Services Lump Sum All Req'd LUMP SUM

2402.1 Sanitary Sewer Manhole, Type I Each 1

2402.2 Reconstruct Sanitary Sewer Manhole Each 4

2501.1 4 & 6-Inch Pipe Culvert LF 203

2501.2 12-Inch Pipe Culvert LF 216

2501.3 18-Inch Pipe Culvert LF 614

2501.4 6-Inch Underdrain LF 135

2501.5 CPP Saddle Tee Each 6

2502.1 Storm Drain Manhole, Type I Each 3

2502.2 Catch Basin, Type IV Each 6

2502.3 Catch Basin, Type III Each 3

2502.4 24-Inch CPP Inlet Each 2

2502.5 Connect to Existing Manhole Lump Sum All Req'd LUMP SUM

2601.1 8-Inch HDPE Water Pipe LF 366

2601.2 Temporary Water System Lump Sum All Req'd LUMP SUM

2602.1 8-Inch Gate Valve Each 2

2603.1 Fire Hydrant Assembly Each 1

2605.1 1-Inch Water Service Each 1

2605.2 1 1/2-Inch Water Service Each 1

COMPANY NAME:

AMOUNTUNIT PRICE

PAY ITEM DESCRIPTION

TANNER TERRACE SUBDIVISIONIMPROVEMENTS L.I.D. 60Contract No. E14-135

Addendum No. 1June 18, 2014

BID SCHEDULEPage 00310-1

SECTION 00310 - BID SCHEDULE

PAY ITEM NO.

PAYUNIT

APPROX.QUANTITY DOLLARS CENTS DOLLARS CENTS

AMOUNTUNIT PRICE

PAY ITEM DESCRIPTION

2605.3 6-Inch Water Service Each 3

2605.4 Replace Water Service Valve Box Each 8

2605.5 Locate Water Services Lump Sum All Req'd LUMP SUM

2607.1 Pipe Insulation Board 100

2702.1 Construction Surveying Lump Sum All Req'd LUMP SUM

2709.1 Topsoil CY 103

2709.2 Topsoil Finish Grading MH 60

2710.1 Seeding, Hydraulic Method, Type III SU 1

2716.1 Water, Storm and Sanitary Sewer Pipe Removal Lump Sum All Req'd LUMP SUM

2717.1 Storm and Sanitary Sewer Structure Removal Lump Sum All Req'd LUMP SUM

2718.1 Sign Assembly Each 19

2718.2 Project Sign Assembly Lump Sum All Req'd LUMP SUM

2719.1 Reconstruct Mailbox Each 8

2722.1 Relocate Electrical Conductor Each 6

2722.2 Relocate Power Pedestal Each 1

2722.3 Relocate Phone Pedestal Each 1

2722.4 Relocate Cable Pedestal 1

2723.1 Remove and Relocate Landscaping Lump Sum All Req'd LUMP SUM

2801.1 A.C. Pavement, Type II-A, Class B Ton 350

2801.2A.C. Pavement for Sidewalks, Driveways & Hydrant Pads

Ton 87

2803.1 Fog Seal Coat Ton 1.4

2803.2 Blotting Sand Ton 5

2806.1 Remove Existing Asphalt Surfacing SY 96

3302.1 Concrete Area Drains Each 4

3302.2 Concrete Headwall Each 4

3302.3 Concrete Headwall With Hinged Trash Rack Each 1

3303.1Concrete Access Pad, 6-Inches Thick, With Detectable Tiles

SY 7

3303.2 Curb and Gutter, Type I LF 876

3304.1 Removal of Concrete Driveway SY 8

3304.2 Removal of Curb and Gutter LF 10

COMPANY NAME:

TOTAL BID $

TANNER TERRACE SUBDIVISIONIMPROVEMENTS L.I.D. 60Contract No. E14-135

Addendum No. 1June 18, 2014

BID SCHEDULEPage 00310-2

R.O.W.

GEORGE FISHER 0050 RAYYJEW AYE'NUE

72.7-11099 LOT 0, M.00K C

41111,

5-12 CB 'TYPE-W STA.19+10.56 19.19' RT.

5-13 SCAM 'TYPE 1 STA.194-75.46 13.65 RT. ORATE Ft. EL= P-.12 I.E.." P-13 I.E. P-14 I.E.= SUMP= 40•Nommaybron...-

61.15' 56.91' 58.40' 56.61'

16' MIN.

GRATE EL= P-11 LE.= P-12 I.E.= 6" PVC I.E.= 6" LTA LE.= SUMP=

63.50' 60.00' 69.90' 60.25' 60.25'

16" MIN.

Ci4

a" Ac Er DIP a" PVC

FF=65.94'

OTABON IMP

Dowta KAP

AMEX JMP

APPROVED JRP

TKO DATE 1104111011 BY APFIVD,

Utility Permit No. 3-296000-14-32 Page No. 5 of 20

DIAL BEFORE YOU DIGI 686-1333

U/G POWER. TELEPHONE & TAL SHOWN ON 1108 DRAWING INDICATE

EXISTENCE ONLY AND DO NOT SUBSTITUTE FOR FIELD LOCATES

1 II GEORGE MUER 3B50 RkYallg9,91YENUE

LOT' 7. BLOCK C WOMOIMM

PIPE STORM

DIA. ====lnemegomowarrisartwamormwasomorravormasai DRAIN PIPE

LENDTH SUMMARY

TYPE SLOPE I'-II 111" 132' CP? 31.01% P-12 16" 65" Cl'? 4,50% P-13 12" 14' Cl'? 5.00% P. 14 18" 9 CPR 1.78% NOTEt PIPE LENGTHS AND SLOPES ARE MEASURED AND CALCULATED FROM CENTER TO CENTER Or STRUCTURES. DON.

.........

ttt

SAWCUT, REM11/14 AND REPLACE ASPHALT, 0-I AND SUDDASE FOR WATERLINE REMOVAL AND REPLACEMENT WORK.

END BASELINE STA.20+35.00 11=10113.78 E=50312.03

EXIST. MIMI LID EL= 61.72 . - N 12" CLIP (IN) IC= 59.41' N 18" CLIP (IN) IC= 56.62' W CLIP (III) 1E= 50.05'

24" CUP (OUT) 1E= mar

*up • 44 ),

7.11, 15111111eftgaiittecai Immo 1

-

2" CI4P ®taimmilir .

-

.... .

............ .. ...

.

......

y Co - - - - - - - - - 3 - - - - - - - - - 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

MON

BAYVIEW AVENUE 1\ I--.

UTILITY POLE

STA 19+69.9. 30.0' RT. 6" PVC 1,E.= 131.7'C

(0)

1 ASPHALT

DRIVE 44B..

: cwt.

4•7:1:1:

EXIST. SSMN EXISTING DIP WITHIN 5D*-LONGs20"0 BORED CASING 60,42'

54.02' 54.33' 53.97'

EXIST. LID EL= SW 0" CI (IN) 1E= N 8" PVC (IN) 1E= NE 8" CI (OUT) IC=

-5-14 CB TYPE-01' STA.I9+78.57 27.51' RT. ORATE EL= 61.60' P-13 I.E.= 59.10' 6" PVC I.E.= 61.88* SUMP= 12" MIN. • TV/ CONCRETE AREA DRAIN

EXIST. SSMH 014 CONSTRUCTION NOTES. SHEET C203% go, PROVIDE ALL ADAPTERS. ELBOWS AND OTHER FITTINGS NECESSARY vw TO CONNECT TO DISSIMILAR PIPE SIZES. MATERIALS AND DEPTHS.

fia STA 20+17.2. 1.4' LT. INSTALL (8") GATE VALVE AND BEGIN 8" vjv HOPE WATER UNE INSTALLATION.

© SEE "NEW SEWER SERVICE CLEANOUT SUMMARY" ON SHEET C004.

at SEE "NEW WATER SERVICE SUMMARY" ON SHEET C004.

Ct SEE "NEW WATER SERVICE CURB BOX SUMMARY" ON SHEET C004.

REMOVE EXISTING 12" CM? AND 18" CLIP ENTERING CATCH BASIN FR-OT4 THE NORTH. -RECONSTRUCT CATCH- BASIN -AT -THE 12" CM? OPENING. CONNECT PIPE R-14 TO MANHOLE AT I,E.=55,65'*.

FOG UNE STRIPING

FG LID EL= EXIST, LID EL= N a" Cl (IN) IC." S r CI (Om) 1E=

STA 18+74.62 5.99' LT. 66.15' 67.60' 00.513' 60.37'

JEFFRY & MERE Pilaff!? 18020 0L467ER litammy

789-3228 LOT M BLOCK D

EDGE OF

\EXISTING PAVEMENT EXISTING

SIDEWALK 1

1

4.3

44.

PLAN VIEW STA 18+54 to STA 20+35

GRAPHIC SCALE

A.` tO' 40'

6205 GLACIER HIGHWAY JUNEAU, AK. 99801

Ftane907-7801060 Fax 907-780411

nnetettnewertgennjuncau.cort ••

TANNER TERRACE SUBDIVISION IMPROVEMENTS

LLD. 60 CBI CONTRACT No. E14-135

‘t. CITY & BOROUGH OF JUNEAU, ALASKA

1-1 1 STA.t3+50.00

•CB YYPE;:fiL 10.50 PT.

—1 40

20+00 19+00

BY GATE 11LIA2011 01041.."

GRAPHIC SCALE •■• HORIZONTAL

R & it4 ENGINEERING, INC. ENGINEERS GEOLOGISTS SURVEYORS

6205 GLACIER HIGHWAY Phone 90748E40M 1UNEAU, AK 991101 Fax 907-7804611

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MICH .111P

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L.I.D. 60 CBJ CONTRACT No. E14-135

°TY& BOROUGH OF JUNEAU, ALASKA

R & M ENGINE -RING INC Datijauts r.s.comanns ntlavrtoni


GRATE FL ELa 70.66' P-10 I.E.= 67.30' P-11 1.E.a 67.20' SULIPla 16" MIN.

2 2

a El

EXIST.' SSW 014 STA' 118+74.62 a..otri7r; ra UD EL" . 60.15. EXIST. . ! LW EL= N 11" , CI ,' (IN) 60.56 .

tet, ci :(yur) it= 60.37'

5.-12 CO TYPE— V STA.19+10.56 19.19 RT. GRATE EL= 63.50' P-11 IE. as 60.00' P—I2 I.E.42 39.90' 6" PVC LC.= 60.25' 6" DA IX.. 60.25' SUMP" I V MIN.

FINISH GRADE Al BASELINE

EXISTING GRADE AT BASEUNE

(C.)

DIP ,

WI SI?. .= 10+15.00 WI EL 63.00 CURVE LEN - 60.00

EXIST. SSMH C14 STA 9+75.05 13.1 LT. EXIST .L10 EL= 60.42' SW 87 lEtt 5402' N. a", PVC (IN) , IE=t 54.55' NE 8" Cl . (0I)1) lE=

—4.72X

(E) 24" 11P

11" I ZEP INSTALL 8" HOPE THROUGH

EXISTING BORED CASING

NOT SHOWN FOR CLARITY imaguircrilim24 115011)11D03111111110112111 GRATE FL EL= 61.15' P-12 I.E." 56.91' P—I3 I.E." 50.40' P-14 I.E. 55.81' SUMP= 16' MIN.

$-14 CB TYPE—Ms 51A.111+70.57 27.51' RT. CUTE EL= sum' P-13 1.E.K. 39.10'

• WI CONCRETE AREA DRAIN SUMP= 12" MIN. I

EXISTING ASPHALT

PAVEMENT

STA 20+17.2, 1.4' LT. FIELD LOCATE AND C.T.E. 8" DIP. INSTALL (a) GATE VALVE AND BEGIN 3" HOPE WATER LINE INSTALLATION.

65.00

60:00

55.00

50:00

45.00

115.00

110.00

105.00

100.00•

95.00

90.00

j

s.rrtt o64'

86,74 .* 16" ION.

Inmunaramnal STA,I2+39.43 13.75 LT.

GRATE EL= P-5 I.E.= SUMP=

88.75' 84.25'

12" MIN. • W,/ CONCRETE AREA DRAIN

• • ........ L. Lt.

BEGIN BASELINE sTA.10+00.00 N=10004.66 E=50103.83

armasui t'lf::=zu

GRADE GRAVEL DRIVE TO PROVIDE SMOOTH TRANSITION

GRAVEL

Cl 5

EXIST. LID EL= 70.80' sw 5" CI (IN) it= 61.64' N Er PVC (IN) 1E= 63.13' NE 8" CI (OUT) 1E= 61.71'

EDGE OF EXISTING PAVEMENT

011 1 04

MAWR

JkIP

NAP

JNIP

A1,001100 'IMP "Zr

PLAN VIEW STA 10+00 to STA 12+96

GRAPHIC seem

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PAU It• .IMI t: LIMON 01105 SPAVIIII AVENUE

AWE 101701 1,07' 2. MOCK A

TA.10+42.88

WC POWER, TELEPHONE & 1.V. SHOWN ON THIS DRAWING INDICATE

EXISTENCE ONLY AND OD NOT SUBSTITUTE FOR FIELD LOCATES

SDIAI4 TYPE-I 8.04' nr.

70.72' ats.91'

11MT7ST47:= . 31A 11901 01, 4.77' RI. rG LID EL 7253' EXIST. LID EL 72 85'

8" PVC (IN) IC- 85.57' r PVC (OUT) IC= 65.51'

STORM DRAIN PIPE SUMMARY

NOTE: PIPE LENGTHS AND SLOPESARE MEASURED AND CALCULATED room CENTER 70 CENTER OF STRUCTURES. LION.

111) EL= P-1 I.Eos

3 E 18" OUT I.E. 18" 111 I.E...

MP=

If 1)1117/1/70A.S=MVATI:Atir II 700-0808

LOT 1, MOCK A

CONCRETE DRIVE

.D. W.

0 CONCRETE

DRIVE

GRAVEL

12" CPP

STA 10408.4, 10,0' LT. 6" U.D. I.E.'.' 615.8'

\

1 GRADE GRAVEL DRIVE TO ROW TO PROVIDE SMOOTH TRANSITION

•■• •■••••• •■••■ ■•■• ft. ••••

00000000000000

00 woo

STA 12+28.3, 11.0' LT. 6" U.D. 83.4.

-

GRAVEL

STA 11+53.3. 22.7' RT. 6" PVC I.E... 74.5** STA 10+92.0. 22.7' RT.

a" PVC LE... 613.6'*

at It . nuir54,4.

775.1.10:44141-*71.4111, re 67,,, N.„der .41i *1 :1144'44"74 taikia4ourr, tiftkoriftal. al Ile ...4.4 .6114

Ile 4,41:1417

TOM PP EL=87.05'

STA 12+02,0. 14.7' RI, END NEW 8" HOPE WATER LINE INSTALLATION, CONNECT TO EXISTING 8" DIP

EXISTING 16" DIP WATER LINE WITHIN 50'-1.0140421r0 BORED CASING

REMOVE AND RESET EXIST. DOT&PF ROW MONUMENT STA 12+28.0, 22.7' RT.

0" PVC I.E.= 1150*

EXISTING SIDEWALK

ORATE FL EL= 71.72' P- 1 I.E.= 68.20' 8" U.D. I.E.= 68.45 ° P.-2 LE... 88.30' 6" PVC I.E.= 6.6.45'

rs

GEORGE ,F7SHER_ 0850 BAYVIEW AVENUE

720-8080 Ear 1. BLOCK C

GRATE FL EL= P..2 I.E.= P-3 I.E.= 5" PVC I.E.= SU,,P=

ORATE rt. EL= P-3 I.E.= P-4 I.E... P-5 I.E.= r PVC I.E.= a" U.D. I.E... SUMP=

STA.12+23.00 10.50' RT. 5-4 SDMH TYPE-I

CONSTRUCTION MOTES. SHEET C200t 42° Tir AEI TALIA

NSII ELBOWS AND AND OTIMEnTTIN:NgEtigttri

VALVE AND BEGINS" NOPE WATER LINE INSTALLATION, GATE

0 SEE 'NEW SEWER SERVICE =MOO SUMMARY" ON SHEET 0004.

0 SEE "HEW WATER SERVICE SUMMARY" ON SHEET C004.

SEE "NEW WATER SERVICE CURB COX SUMMARY" ON SHEET C004.

5-2 SIM TYPE-I STA.10+02.75 10.50 RT.

6205 GLACIER HIGHWAY JUNEAU, AK. 99501

R 8e hot ENGINEERING, INC. ENGINEERS GEOLOGISTS SURVEYORS

Phone 907-7806050 Fax 907-7804611

mweNneetagermfuneattotan


LLD. 60 CBJ CONTRACT No. El 4-135

CITY & BOROUGH OF JUNEAU, ALASKA

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LLD. 60 CBI CONTRACT No. El 4-135

CITY & BOROUGH OF JUNEAU, ALASKA


115.00

110,00

105 00

100.00

95.00

90.00

85.00

80.00

75.00

70.00

65.00

60.00

55.00

50.00

0411, my 0 2010N A' 1* 00. 141227

DOWN JIJP

,:un C300,

=e r Ar R & hol ENCIP•IEERIN, INC. ENGINEERS GEOLOGISTS SURVEYORS

PROFILE VIEW STA 10+00 to STA 13+00

GRAPHIC SCALE - HORIZONTAL DRAWN KAP

MICR 6205 GLACIER HIGHWAY JUNEAU, AK. 99801

REVISION

Phone 9074110-6060 Fax 9074130411

mmnfitmeargarenpnevAcom SO' 0

(E) 18" CMP

ritrinWcu mw.E.P1` STA.12+39.43 13.7591 ORATE EL= 85.75' P...5 I.E.X3 84.25' SUMP= 12" MIN.

W/ CONCRETE AREA DRAIN

FINISH GRADE AT BASELINE

EXISTING GRADE AT BASELINE

EXISTING ASPHALT PAVEMENT

S-1 SINAH TYPE-I SIM 0+42.88 8.94 RT. UD EL= 70.72' P-1 I.E. 2= 56.91' (E) la" IN I.E."' 65.89'* (E) 18" OUT I.E. 65.74'* 5U1AP= 16' MIN.

S-A4 SIAM TYPE-I STA.12+23.00 10.50' RI. ORATE n. EL= BLOB' P-3 LE.= 82.40' P-4 I.E.= 82.50' P.,•5 I.E. 83.00' 8" PVC I.E. 83,09' 6" U.D. I.E.= 83.00'

.0,5=======2.1===16" INN.1

S-3 CB TYPE-IV STA .11+53.25 10.50' RT. ORATE FL EL= 77.84' 11-9 I.E.= 74.30' P-3 I.E. 74.40' SUMP= 18" MIN.

=A STA 10+80.1, 14.2' RT. FIELD LOCATE AND C.T.E. 15" DIP. INSTAU. (8") 2244 BEND. (8") GATE VALVE AND 8EGIN Ir HDPE WATER LINE INSTALLATION. 3-2 SWAN TYPE-I

GRATE FL EL= P*1 6" U.D. I.E.= P‘.2 SUMP=

STA.10+02.75 10.50 RT.

&77b- 1 BX

EXIST. SSMII erg: MA 1401.01, 4.77' FIT ro LID EL.= 72.53' EXIST. LID EL= 72.85' N 8" PVC 011) 1E= 05.57' 5 0" PVC (01)1) 1E= 65.51' EXIST. SSMH C15

STA 10+27.80, 3.80' R7. EXIST. LID Et.= 70.80' SW 8" CI (IN) IC= 81.64' N tr PVC (114) IE = 63.13' NE 8" C (OUT) 1E= 61.71'

51'A 12+02,9, 14.7' RI, FIELD LOCATE AND C.T.E. 8" DIP

END NEW 8" HDPE WATER LINE INSTALLATION,

CONNECT TO EXISTING 8" DIP

11 +00 12+00 45.00

10+00

Addendum No. 1 E14-135 - Juneau, · PDF fileTANNER TERRACE SUBDIVISION Addendum No. 1 ......

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