Village of Beverly Wastewater Improvements – Addendum #1 Page 1 of 3

LICKING COUNTY LIBRARY Parking Lot Improvements

ADDENDUM #1 February 25, 2019

This document is an addendum to the bid documents for the Licking County Library Parking Lot Improvements. The Bidder shall sign the end of this addendum and staple it to the inside of the back cover of the bid book. Bids submitted without a signed addendum attached shall be considered non-responsive. The addendum shall be signed by the same official signing the bid documents for the bidder. The bidder shall add the addendum number and date to the blanks provided in Article 6 of the bid documents.

- Engineer’s Construction Cost Estimate has been revised to $424,647.50 - See attached itemized list of changes included in Addendum #1

Sign this page, scan, and email to Bill Whipkey, Licking County Library at: bwhipkey@lickingcountylibrary.org Received by: Signature & Print Name Date The submitted bid includes provisions for the additions, deletions, clarifications and/or changes specified in Addendum #1. Bidder

Village of Beverly Wastewater Improvements – Addendum #1 Page 2 of 3

LICKING COUNTY LIBRARY Parking Lot Improvements

ADDENDUM #1 February 25, 2019

ITEMIZED LIST OF CHANGES:

1. Snow melt system shall be added to the (2) sidewalk replacement sections (622 sq. ft. total) located in front of the existing library building (See Rev.1 on sheet 3/7). Electrical conduit shall be extended to the existing building, owner shall be responsible for electrical connecton to building. Snow melt system specifications have been attached to this addendum.

2. Water irrigation tubing shall be extended to the existing library as shown on the plan. Contractor shall core drill into building, extend water tubing into building, and cap proposed tubing. Location to be as directed by the owner, owner shall be responsible for water tubing connection to existing building plumbing. (See Rev.1 on sheet 3/7).

3. Detailed elevation view of the book drop pavement replacement has been attached to this addendum for clarity only.

4. Existing building foundation, to be removed as shown on sheet 3/7 has been added to the general summary (See Rev.1 on sheet 2/7)

5. Item 407 Tack Coat (0.075 Gal./Sq. Yd.) has been added between existing pavement and proposed pavement layers, and between all proposed pavement layers. (See Rev.1 on sheet 3/7)

6. Bid form has been attached to this addendum. Contractor shall include itemized bid form with their bid for reference, the lump sum bid shall for a complete project shall still be utilized as originally described in the bid packet.

TOTAL UNIT

BASE BID

201 CLEARING AND GRUBBING 1 LUMP

202 PAVEMENT REMOVED (CONCRETE) 345 SQ YD

202 PAVEMENT REMOVED (ASPHALT) 228 SQ YD

202 CURB REMOVED 234 FOOT

202 BUILDING FOUNDATION REMOVED 1 LUMP

203 EXCAVATION 1 LUMP

203 EMBANKMENT 1 LUMP

204 SUBGRADE COMPACTION 3604 SQ YD

253 PAVEMENT REPAIR, AS PER PLAN 38 SQ YD

254 PAVEMENT PLANING 1538 SQ YD

207 TACK COAT 733 GAL

304 AGGREGATE BASE 573 CU YD

448 ASPHALT CONCRETE, INTERMEDIATE COURSE, TYPE 2, PG 64-22 230 CU YD

448 ASPHALT CONCRETE, SURFACE COURSE, TYPE 1, PG 64-22 420 CU YD

448 ASPHALT CONCRETE, INTERMEDIATE COURSE, TYPE 1, PG 64-22 (SCRATCH COAT, AS DIRECTED 20 CU YD

451 NON-REINFORCED CONCRETE PAVEMENT 251 SQ YD

608 4" CONCRETE WALK 1456 SQ FT

609 CURB, STRAIGHT 18" 1833 FOOT

SPECIAL SNOW MELT SYSTEM 1 LUMP

659 TOPSOIL 19 CU YD

609 SEEDING AND MULCHING, CLASS 1 172 SQ YD

630 SIGN ERECTED, FLAT SHEET 64 SQ FT

630 GROUND MOUNTED SUPPORT, No. 2 POST 252 FOOT

642 CROSSWALK LINE 60 FOOT

642 TRANSVERSE/DIAGONAL LINE, TYPE 1 3070 FOOT

642 HANDICAP SYMBOL MARKING, TYPE 1 10 EACH

642 LANE ARROW 3 EACH

642 PARKING STALL MARKINGS, TYPE 1 4510 FOOT

603 6" ROOF DRAIN COLLECTOR (PVC, 707.45) 127 FOOT

603 8" CONDUIT, TYPE B (PVC, 707.45) 95 FOOT

603 12" CONDUIT, TYPE B (RCP, 706.02) 213 FOOT

603 12" CONDUIT, TYPE B (CPP, 707.33) 406 FOOT

603 12" CONDUIT, TYPE B (PVC, 707.45) 164 FOOT

603 12" CONDUIT, TYPE C (CPP, 707.33) 100 FOOT

604 MANHOLE (MH-1.1 "DOGHOUSE") 1 EACH

604 CURB INLET (600-2) 1 EACH

604 CATCH BASIN (CB No. 2-2B) 11 EACH

SPECIAL CLEANOUT 4 EACH

SPECIAL ROOF DRAIN DOWNSPOIUT RECONNECTION, AS PER PLAN 5 EACH

805 3/4" WATER SERVICE TUBING 211 FOOT

805 2" WATER SERVICE TUBING 170 FOOT

Licking County LibraryParking Lot Improvements

Bid Form

ITEM DESCRIPTIONQUANTITY

Unit Cost Extented Cost

TOTAL UNITITEM DESCRIPTION

QUANTITYUnit Cost Extented Cost

805 GROUND MOUNTED SPIGOT BOX 2 EACH

915 CLEANOUT 2 EACH

918 6" SANITARY CONNECTION SERVICE PIPE 160 FOOT

SPECIAL SITE LIGHTING, COMPLETE 1 LUMP

207 PERIMETER FILTER FABRIC FENCE 765 FOOT

207 INLET PROTECTION 19 EACH

SPECIAL STABILIZED CONSTRUCTION ENTRANCE 1 EACH

SPECIAL CONCRETE WASHOUT 1 EACH

614 MAINTAINING TRAFFIC 1 LUMP

623 CONSTRUCTION LAYOUT STAKES 1 LUMP

324 MOBILIZATION 1 LUMP

BASE BID -$

ITEM DESCRIPTION TOTAL UNIT

608 4" CONCRETE WALK 1,837 SQ FT

ALT. 1 TOTAL

BASE BID TOTAL + ALTERNATE 1

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GENERAL SUMMARY

NOTIFICATION

GENERAL

UTILITIES

GENERAL NOTES

JAN. 31, 2019

SPECIFICATIONS CROSSINGS AND CONNECTIONS TO EXISTING PIPES AND UTILITIES

STORM SEWER

MAINTENANCE OF TRAFFIC

CMS SHALL GOVERN THIS PROJECT.

1996, ALONG WITH THE 2010 VERSION OF THE OHIO DEPARTMENT OF TRANSPORTATION

CITY OF NEWARK CONSTRUCTION AND MATERIAL SPECIFICATIONS, DATED AUGUST 1,

STORMWATER UTILITY: (740) 670-7762

SEWER DEPARTMENT: (740) 349-6764

WATER DEPARTMENT: (740) 349-6762

CITY OF NEWARK ENGINEER: (740) 670-7727

PRIOR TO THE ANTICIPATED START OF CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS

CONNECTING TO THE WATER OR SEWER SYSTEM.

CONTRACTOR MUST NOTIFY THE CITY UTILITIES DEPARTMENT 48 HOURS PRIOR TO

ON THE PROJECT.

AND OTHER ITEMS REQUESTED BY THE ENGINEER, PRIOR TO BEGINNING ANY WORK

SUBCONTRACTORS, A WRITTEN SCHEDULE FOR THE PROJECT, EMERGENCY NUMBERS,

PROVIDE ALL SHOP DRAWINGS AND MATERIAL SHEETS FOR REVIEW, A LIST OF ALL

CONSTRUCTION. AT THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR SHALL

A PRE-CONSTRUCTION MEETING MUST BE HELD PRIOR TO THE START OF ANY

CONNECTION WITH THE WORK.

AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN

RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTORS TO INITIATE, MAINTAIN,

PEOPLE (INCLUDING EMPLOYEES) AND PROPERTY. IT IS ALSO THE SOLE

TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF

SOLELY RESPONSIBLE FOR ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS,

SAFETY REQUIREMENTS: THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE

DISTURBED AREAS.

MULCHING, TOPSOIL, FERTILIZER, AND WATER AS PER ODOT ITEM 659, TO ALL

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PERMANENT SEEDING &

CONSTRUCTION SHALL BE REPLACED BY A REGISTERED SURVEYOR.

IRON PINS MARKING PROPERTY LINES/CORNERS DAMAGED OR REMOVED DURING

SHALL BE ODOT ITEM 703.

FULL DEPTH. FOR ANY REPLACEMENT OR REMOVAL OF WATERLINES, THE BACKFILL

PAVEMENT AND CURBS SHALL HAVE COMPACTIBLE GRANULAR BACKFILL (ITEM 304)

APPROVED BY THE CITY. THIS APPLIES TO STORM AND SANITARY. TRENCHES UNDER

MINIMUM OF 1' ABOVE THE PIPE. THE REMAINDER OF THE BACKFILL SHALL BE

STONE BEDDING AND BACKFILL SHALL BE USED FROM 6" BELOW THE PIPE TO A

WITHIN THE PUBLIC RIGHT-OF-WAY, OR WITHIN SEWER OR WATER EASEMENTS, #57

RIGHT-OF-WAY LEFT AS A RESULT OF WORK ON THIS PROJECT, DAILY.

THE CONTRACTOR SHALL CLEAN ALL MUD, DIRT, DEBRIS, ETC. FROM THE PUBLIC

AND REMOVAL OF EXCESS MATERIALS.

RESTORED TO THE SAME OR BETTER CONDITION. THIS INCLUDES GRADING, SEEDING,

ALL ADJOINING PROPERTIES DISTURBED DURING CONSTRUCTION OPERATIONS SHALL BE

(MAXIMUM).

GRANULAR BACKFILL SHALL BE TAMPED WITH A VIBRATORY COMPACTOR IN 12" LAYERS

ENGINEER.

OR AT THE DIRECTION OF AN OHIO REGISTERED PROFESSIONAL SURVEYOR OR

ALL CONSTRUCTION STAKING REQUIRED FOR THIS PROJECT SHALL BE PERFORMED BY

CONSTRUCTION FOR PRE-CONSTRUCTION GRADING INSPECTION.

THE CITY OF NEWARK STORMWATER UTILITY SHALL BE CONTACTED PRIOR TO

FEES.

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND PAY ALL INSPECTION

AT LEAST 48 HOURS PRIOR TO THE START OF THE CONSTRUCTION.

153.64 OF THE REVISED CODE. THE ABOVE MENTIONED NOTICE SHALL BE GIVEN

REGISTERED UNDERGROUND PROTECTION SERVICE IN ACCORDANCE WITH SECTION

OF THE UTILITY FACILITIES SHOWN ON THE PLAN WHO ARE NOT MEMBERS OF A

PROTECTION SERVICE (PHONE 800/362-2764-TOLL FREE) AND TO THE OWNERS

THE CONTRACTOR SHALL CAUSE NOTICE TO BE GIVEN TO THE OHIO UTILITIES

OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS ITEMS.

APPURTENANCES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST

SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND

AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UTILITY.

KNOWN LOCATED IN THE CONSTRUCTION AREA HAVE BEEN SHOWN ON THE PLANS

THE IDENTITY AND LOCATION OF THE EXISTING UNDERGROUND UTILITY FACILITIES

LIMITS TOGETHER WITH THEIR RESPECTIVE OWNERS.

LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN THE PROJECT CONSTRUCTION

740-349-8873WINDSTREAMTELEPHONE:

740-344-2102ENERGY CO-OPGAS:

740-349-8873AEPELECTRIC:

740-345-7329SPECTRUMCABLE:

740-349-6762CITY OF NEWARKWATER:

740-670-7762CITY OF NEWARKSTORMWATER UTILITY:

740-349-6764CITY OF NEWARKSANITARY SEWER:

CONTRACT PRICE FOR THE PERTINENT 603 CONDUIT ITEM.

PAYMENT FOR ALL THE OPERATIONS DESCRIBED ABOVE SHALL BE INCLUDED IN THE

WITH AN EXISTING FACILITY.

OF THE PROPOSED CONDUIT WHICH WOULD BE AFFECTED BY THE INTERFERENCE

ENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTION

SEWER OR UNDERGROUND UTILITY IF CONSTRUCTED AS SHOWN ON THE PLAN, THE

IF IT IS DETERMINED THAT THE PROPOSED CONDUIT WILL INTERSECT AN EXISTING

AND GRADE BEFORE STARTING TO LAY THE PROPOSED CONDUIT.

CONTRACTOR SHALL LOCATE THE EXISTING PIPES OR UTILITIES BOTH AS TO LINE

CROSS OVER OR UNDER AN EXISTING SEWER OR UNDERGROUND UTILITY, THE

WHERE PLANS PROVIDE FOR A PROPOSED CONDUIT TO BE CONNECTED TO, OR

REQUIREMENTS ARE MET.

THESE PROVISIONS, THE CITY ENGINEER SHALL SUSPEND WORK UNTIL THE

STANDARD CONSTRUCTION DRAWINGS. IF THE CONTRACTOR FAILS TO COMPLY WITH

THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND RELEVANT ODOT

APPLICABLE PORTIONS OF THE SPECIFICATIONS, AS WELL AS THE LATEST EDITION OF

EDITION OF THE ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS AND OTHER

CONTROL DEVICES SHALL BE IN ACCORDANCE WITH SECTION 614 OF THE LATEST

SAFELY MAINTAIN TRAFFIC AROUND HIS OPERATIONS. ALL WORK AND TRAFFIC

NECESSARY TRAFFIC CONTROL DEVICES, BARRICADES, FLAGMEN, LIGHTS, ETC., TO

THE PROJECT AREA. THE CONTRACTOR SHALL ERECT, MAINTAIN, AND REMOVE THE

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TRAFFIC WITHIN

PERMITTED.

REASONABLE TIME FRAME, AS DETERMINED BY THE CITY ENGINEER, SHALL NOT BE

CLOSURES OR RESTRICTIONS IN WHICH NO WORK IS ANTICIPATED WITHIN A

TRAFFIC PLAN AND POSTING A DETOUR ROUTE. STREET AND/OR SIDEWALK

THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A MAINTENANCE OF

NOTIFY THE CITY AT LEAST TWO WEEKS PRIOR TO THE CLOSING AND, IF NECESSARY,

RESTRICTION. IF TWO-WAY TRAFFIC CANNOT BE MAINTAINED, THE CONTRACTOR SHALL

DISCLOSE THIS ON THE PERMIT AND NOTIFY THE CITY WITHIN 48-HOURS OF THE

RESTRICTED, BUT TWO-WAY TRAFFIC WILL BE MAINTAINED, THE CONTRACTOR SHALL

SERVICE DIRECTOR. IF ANY PORTION OF THE ROADWAY WILL NEED TO BE

THE PUBLIC RIGHT-OF-WAY" PERMIT APPROVED BY THE CITY ENGINEER AND CITY

NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL OCCUR WITHOUT A "USE OF

CONSTRUCTING THE PROPOSED SEWER CONNECTION.

THE CONTRACTOR SHALL MAINTAIN SERVICE IN THE EXISTING SEWER LINE WHEN

SEWER LATERALS.

10 FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN WATER SERVICES AND

THAN 6 FEET APART.

BY SITE UTILITY SUBCONTRACTOR. SANITARY WYES SHALL NOT BE INSTALLED CLOSER

ALL SANITARY TAPS SHALL BE CONSTRUCTED TO THE RIGHT-OF-WAY OR EASEMENT

SANITARY SEWER

NUMBER 91-59.

SANITARY SEWER SYSTEM ARE PROHIBITED AS PER CITY OF NEWARK ORDINANCE

ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE

MAIN LINE SEWER HAS BEEN RECEIVED.

MAIN LINE SEWERS SHOWN HEREON UNTIL FULL APPROVAL OF SAID LATERAL OR

SERVICES OR HOUSE CONNECTIONS SHALL NOT BE CONNECTED TO THE LATERAL OR

FLUORESCENT ORANGE.

CITY OF NEWARK STANDARD DRAWING 900-4. Y POLES SHALL BE PAINTED

ALL LATERALS SHALL BE 4 INCH MINIMUM AND SHALL BE CONSTRUCTED AS PER

AIR: ASTM C-1244

HYDROSTATIC: FILL WITH WATER, CHECK FOR EXFILTRATION.

2) LEAKAGE: (HYDROSTATIC OR AIR)

TO INSTALLATION WITH LIFT HOLES FILLED WITH NON-SHRINKING MORTAR.

1) DAMAGE: MANHOLES SHALL BE VISUALLY INSPECTED FOR DAMAGE PRIOR

TESTING (SANITARY MANHOLES)

AIR: ASTM F-1417

SHALL NOT EXCEED 100 GALLON/INCH DIAMETER/MILE/DAY.

HYDROSTATIC (MINIMUM 2' POSITIVE HEAD): INFILTRATION OR EXFILTRATION

2) LEAKAGE TEST: (HYDROSTATIC OR AIR)

INSTALLATION. PIPE DEFLECTION SHALL NOT EXCEED 5%.

SEWER PIPE FOR DEFLECTION A MINIMUM OF 30 DAYS AFTER

1) MANDREL TEST: THE CONTRACTOR SHALL MANDREL TEST ALL PVC SANITARY

TESTING (ALL SANITARY SEWERS - MAINS & LATERALS)

3) JOINT SPECIFICATION: ASTM C-443

2) MATERIAL SPECIFICATION: ASTM C-150;

1) TYPE: PRECAST; STD. DWG. 900-0, 900-2

ALL SANITARY MANHOLES:

2) JOINT SPECIFICATION: ASTM D-3139

1) MATERIAL SPECIFICATION: AWWA C-900, AWWA C-905 OR ASTM D-2241

SANITARY SEWERS (PRESSURE)

3) BEDDING CLASSIFICATION: ASTM D-2321 (#57 STONE)

2) JOINT SPECIFICATION: ASTM D-3212;

CONSTRUCTED WITH SDR 26 PIPE.

A) ALL SANITARY SEWERS WITH MORE THAN 15' OF COVER SHALL BE

1) MATERIAL SPECIFICATION: ASTM D-3034, SDR 35;

ALL SANITARY SEWERS (MAINS & LATERALS):

CENTERED ON THE WATERLINE.

LENGTH OF SANITARY SEWER PIPE SHALL BE

PRESSURE PIPE OF THE SAME INSIDE DIAMETER AS THE GRAVITY PIPE. A FULL

CROSS WITH LESS THAN 18" CLEARANCE, THE SANITARY SEWER CROSSING SHALL BE

AND 10' HORIZONTAL CLEARANCE. WHENEVER A SANITARY SEWER AND WATERLINE

SANITARY SEWERS AND WATERLINES SHALL MAINTAIN A MINIMUM OF 18" VERTICAL

LID SHALL BE USED ON ALL MANHOLES.

A NEENAH R-1642, EAST JORDAN 1047, OR EQUIVALENT COMBINATION RING AND

PRIOR TO ACCEPTANCE AND SHALL BE FREE OF DEBRIS AND STRUCTURAL DEFECTS.

ALL SANITARY SEWER MAINS SHALL BE TV CAMERA INSPECTED BY CITY PERSONNEL

FOOT STATIONS.

STATIONS UNLESS A LASER IS USED AND THEN THEY SHALL BE STAKED AT 100

ALL SANITARY SEWERS SHALL BE STAKED BY A REGISTERED SURVEYOR AT 25 FOOT

WITH COMPACTED GRANULAR MATERIAL.

TRENCH SHALL BE BACKFILLED TO THE BOTTOM OF THE PROPOSED STORM SEWER

WHERE THE SANITARY SEWER CROSSES UNDER A PROPOSED STORM SEWER, THE

MINUS ONE FOOT, OR AS OTHERWISE ORDERED.

THEN 12 FEET. TOPS OF RISERS ARE TO BE 10 FEET BELOW GROUND, PLUS OR

RISERS SHALL BE PLACED ON ALL WYES WHERE THE FLOW LINE DEPTH IS GREATER

SANITARY SEWER (CONTINUED)

WATERLINE

WATERLINES SHALL BE CONSTRUCTED AS PER CITY OF NEWARK SPECIFICATIONS.

ALL TEES SHALL BE ANCHORING TEES (CLOW F-1217).

WATERLINE SHOULD BE STAKED TO ENSURE PROPER DEPTH VS. FINISHED GRADE.

LINED WITH BITUMINOUS COATING.

WATERLINES SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE, CLASS 52, CEMENT

UNIFLANGE, GRIP RING.

WELL AS, SPECIFICATION 801.05 OR APPROVED JOINT RESTRAINT (IE) MEGALUG,

CONCRETE AS PER CITY OF NEWARK STANDARD DRAWINGS 800-3 AND 800-4, AS

ALL BENDS, JOINTS AND DEFLECTIONS, AND FITTINGS SHALL BE BLOCKED WITH

BOXES SHALL BE CLEANED AND OPERATIONAL PRIOR TO ACCEPTANCE.

INSIDE THE RIGHT-OF-WAY OR EASEMENT BY UTILITY SUBCONTRACTOR. ALL CURB

800-WS-3 OR 800-WS-3A WITH CURB BOX AND STOP TO BE INSTALLED 1 FOOT

ALL WATER SERVICES SHALL BE AS PER CITY OF NEWARK STANDARD DRAWING

AND 10 O'CLOCK POSITIONS WITH COMPRESSION FITTINGS.

SERVICES SHALL BE AS PER 800-WS-3 MODIFIED TO HAVE TAPS AT THE 2 O'CLOCK

ACCORDANCE WITH CITY OF NEWARK STANDARD DRAWING 800-WS-3. ALL WATER

ALL WATER SERVICE LINES SHALL BE 3/4 INCH IN DIAMETER, K-COPPER W/ TAP IN

COMPRESSION FITTINGS.

MODIFIED TO HAVE TAPS AT THE 2 O'CLOCK AND 10 O'CLOCK POSITIONS WITH

MAIN PER 800-WS-3. ALL WATER SERVICES SHALL BE AS PER 800-WS-3

NO SERVICE LINE SHALL BE TAPPED NEARER THAN 10 FEET FROM THE END OF THE

AND SANITARY/STORM SEWER.

AND 10' HORIZONTAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE WATERLINE

WATERLINES SHALL BE LOWERED DURING CONSTRUCTION. A MINIMUM OF 18" VERTICAL

IN ALL CONFLICTS IN GRADE BETWEEN WATERLINES AND GRAVITY SEWERS, THE

PSI AS PER INFORMATION PROVIDED BY THE CITY OF NEWARK.

THE NORMAL WORKING PRESSURE IN THE WATERLINES WILL NOT BE LESS THAN 35

INDIVIDUAL BOOSTER PUMPS WILL NOT BE ALLOWED FOR ANY INDIVIDUAL SERVICE.

COST FOR TESTING SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 801

DISINFECTION).

CITY OF NEWARK AS PER AWWA C600-93 (HYDROSTATIC TEST) AND AWWA C651-92

THE WATERLINE SHALL BE TESTED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE

OF NEWARK STANDARD DRAWINGS 800-5 AND 800-6.

HYDRANTS SHALL BE AMERICAN DARLING MODEL B-62-B, AS SHOWN IN THE CITY

FINAL WALK THROUGH IS NEEDED PRIOR TO ACCEPTANCE OF SYSTEM.

AS-BUILT DRAWINGS SHALL BE SUBMITTED PRIOR TO ACCEPTANCE OF SYSTEM.

ALL WATERLINE MATERIALS SHALL BE AWWA APPROVED.

SHUTDOWNS FOR TIE-INS.

PERSONNEL ONLY. A 24 HOUR ADVANCE NOTICE SHALL BE GIVEN TO REQUEST

THE OPERATION OF ALL IN-SERVICE VALVES SHALL BE BY WATER DEPARTMENT

UNLESS OTHERWISE APPROVED BY THE UTILITIES SUPERINTENDENT.

MAXIMUM OF 6.0 FEET OF COVER FROM TOP OF PIPE TO FINAL GROUND LINE.

WATERLINES SHALL BE CONSTRUCTED TO MAINTAIN A MINIMUM OF 4.5 FEET AND A

WATERLINE (CONTINUED)

CONNECTION TO PERFORM A SITE VISIT.

NEWARK, STORMWATER UTILITY 48 HOURS PRIOR TO CONSTRUCTING ANY

CONSTRUCTING THE PROPOSED CONNECTION. CONTRACTOR SHALL NOTIFY CITY OF

THE CONTRACTOR SHALL MAINTAIN SERVICE IN THE EXISTING LINE WHEN

ALL MANHOLES.

LID w/ CITY OF NEWARK SEAL "STORM" LISTED AS NEEDED SHALL BE USED ON

A NEENAH R-1642, EAST JORDAN 1047, OR EQUIVALENT COMBINATION RING AND

707.41 (PVC).

STORM SEWERS SHALL BE CONSTRUCTED WITH 706.02 (RCP), 707.33 (HDPE), OR

ORDINANCE NUMBER 91-59.

THE SANITARY SEWER SYSTEM ARE PROHIBITED AS PER CITY OF NEWARK

ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO

BETWEEN THE DUAL CHECK AND WATER HEATER.

MAIN SIDE OF EACH METER WITH PROPERLY SIZED THERMAL EXPANSION TANK

WATER METERS ARE REQUIRED TO HAVE A PRIVATE STOP AND/OR LOCKSTOP ON THE

THERE SHALL BE ONE STRUCTURE ON EACH METER. BUILDINGS THAT HAVE MULTIPLE

IS SET AND READY FOR WATER TO BE TURNED ON AND INSPECTED.

IMMEDIATELY NOTIFY WATER OFFICE (740-349-6730) ONCE METER/REMOTE READER

BEFORE METER INSTALLATION AS PER CITY OF NEWARK STANDARD DRAWINGS.

WATER IS NOT TO BE TURNED ON WITHOUT PROPER BACKFLOW PREVENTION OR

AND BEFORE SIGNED PLANS ARE ISSUED.

CITY OF NEWARK WATER & SEWER MUST BE HELD BEFORE CONSTRUCTION BEGINS

A PRE-CONSTRUCTION MEETING WITH THE CONTRACTOR, DEVELOPER, ENGINEER, AND

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3"R

6"

1/2" Deep Contraction Joint

Section

Pavement

Broom Finish

4"

6"

3

TYP.

6"

VARIES (5' TYP.)

TOP OF PAVEMENT

3"R

Section

Pavement18"

6"

4"

6"

Aggregate Base

Item 304

Subgrade Compaction

Item 204

WALK DETAIL

COMBINED CURB &

PAVEMENT AREA

P.C. CONCRETE

46

8

TOP OF PAVEMENT

PAVEMENT AREA

NEW LIGHT DUTY

12

68

18" STRAIGHT CURB DETAIL

ITEM 609

1*EX

TOP OF PAVEMENT

AREA

PAVEMENT OVERLAY

OVERLAY AREA

PAVEMENT MILLING &

1*

7

TOP OF PAVEMENT

12

68

REPAIR AREA**

FULL DEPTH PAVEMENT

2

1

3

7

8

Item 304 6" Aggregate Base

4

Item 204 Subgrade Compaction

PAVEMENT DETAIL LEGEND

9

EX Existing Pavement Section (To Remain)

Surface Course, Type 1

Item 448 1 1/2" Asphalt Concrete,

Intermediate Course, Type 2

Item 448 2 1/2" Asphalt Concrete,

Concrete Pavement, Class C

Item 452 6" Non-Reinforced P.C.

ALL COSTS SHALL BE INCLUDED WITH ITEM 253 - PAVEMENT REPAIR, AS PER PLAN.

FULL DEPTH PAVEMENT REPAIR SHALL ALSO INCLUDE PAVEMENT SAW-CUT AND PAVEMENT REMOVAL.

** NOTE TO CONTRACTOR:

UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE TO EDGE OF PAVEMENT,

NOTE:

20 CU. YD. - ITEM 448 ASPHALT CONCRETE, SUFACE COURSE, AS DIRECTED BY THE ENGINEER.

THE FOLLOWING QUANTITY HAS BEEN CARRIED TO THE GENERAL SUMMARY:

SCRATCH COAT MAY BE NECESSARY IN AREAS AND SHALL BE PLACED AS DIRECTED BY THE ENGINER.

* NOTE TO CONTRACTOR:

Item 254 Pavement Planing (1 1/2" Typ.)

18" STRAIGHT CURB

5 LIN. FT. OF

D

2

D

3 (ADJUST TO GRADE)EX. CATCH BASIN

APRON REPLACEMENT5'x26' CONCRETE

APRON REPLACEMENT5'x20' CONCRETE

18" STRAIGHT CURB

47 LIN. FT. OF

PAD REPLACEMENT5.5'x3' AC UNIT

250 SF

172 SF

60 SF

920 SF

72 SF

72 SF

250 SF

18" STRAIGHT CURB

7 LIN. FT. OF

75 SF

96 SF

21.0

0'

15.33'8.85'

18" STRAIGHT CURB

40 LIN. FT. OF

18" STRAIGHT CURB

36 LIN. FT. OF

18" STRAIGHT CURB24 LIN. FT. OF

w/ 4" MIN. TOPSOILAREA TO BE SEEDED & MULCHED

EX. DRIVE APRON TO BE REMOVED,

w/ 4" MIN. TOPSOILAREA TO BE SEEDED & MULCHED

EX. CONCRETE WALK TO BE REMOVED,

18" STRAIGHT CURB28 LIN. FT. OF

w/ 4" MIN. TOPSOILAREA TO BE SEEDED & MULCHED

EX. DRIVE APRON TO BE REMOVED,

D

4

D

5

D

6

29.5

5'

D

7

D

9

D

10

D

11

D

16

D

15

TO PR. COLLECTORCONNECT ROOF DRAIN

CATCH BASIN 2-DCONNECT ROOF DRAIN

EX.

ALLE

Y

TO BE REMOVEDEX. BUILDING FOUNDATION

* = 10' RADIUS*

PRE-CONSTRUCTION CONDITIONSSHALL BE RESTORED TOGRADING IN THIS AREA

CONNECT TO PR. 8" STORM.PR. ROOF DRAIN COLLECTOR,

D

14

(ALTERNATE 1: 1837 S.F. CONCRETE WALK)

EX. WALK (TO REMAIN)

D

12

261 SF

(SQ.) CONNECTION

" HOSE43

" DRAIN PORT41

PLAN VIEW

ELEVATION VIEW

GROUND MOUNTED SPIGOT BOX

HYDRANT OR ENGINEER APPROVED EQUAL.

ZURN MODEL Z1360XL LEAD-FREE GROUND

D

8

D

13

26.5

7'

20.21'

14.43'16.00'

151.5

0'

16.06'

49.1

6'

20.21'

176.67'

176.67'

176.67'

14.43'

14.43'

20.21'

20.21'

14.43'

31.0

0'

& WALK

PR. 5' CURB

(SEE NOTE)

PR. LIGHT POLE

(SEE DETAIL)

SPIGOT BOX

PR. GROUND MOUNTED

(SEE DETAIL)

SPIGOT BOX

PR. GROUND MOUNTED

81.00'

15.0

0'

DUMPSTER PAD10'x20' CONCRETE

WITH PAVEMENTTO BE SAW CUT FLUSH

4.6' OF CONCRETE CURB

TO BE REMOVEDEX. CONCRETE SLAB

AREA

FUTURE BUILDING

PR. WALKSERVICE 5' BEYONDEXTEND EX. WATER

PR. WALKSERVICE 5' BEYOND

EXTEND EX. SANITARY

CO

CO

(SEE NOTE)

" IRRIGATION LINE43PR.

CONSTRUCTION

EXACT LOCATION AND AVAILABILITY OF WATER PRIOR TO

WITHIN THE EXISTING LIBRARY. CONTRACTOR TO VERIFY

SHALL BE RAN FROM NEAREST AVAILABE TAP LOCATION

SPECIFICATION OF ODOT ITEM 748.02 OR 748.03. LINE

MINIMUM 36" OF COVER. MATERIALS SHALL MEET THE

PROPOSED 3/4" IRRIGATION LINE SHALL BE PLACED WITH A

OF POWER PRIOR TO CONSTRUCTION

CONTRACTOR TO VERIFY EXACT LOCATION AND AVAILABILITY

MEDIAN. ELECTRIC SHALL BE RAN FROM NEAREST CIRCUIT.

SHALL BE PLACED ON POLES LOCATED WITHIN THE CENTER

POLED IN THE EXISTING PARKING LOT. GCFI (4) OUTLETS

PROPOSED LIGHT POLES SHALL MATCH STYLE OF LIGHT

PLAN NOTES:

(Class C Concrete)

Item 608 4" Concrete Walk

9

9

Aggregate Base

Item 304

Subgrade Compaction

Item 204

5

Item 304 4" Aggregate Base

#

INCLUDED IN BID ITEM 609 - 18" STRAIGHT CURB.

CONCRETE CURB PORTION OF DETAIL SHALL BE

INCLUDED IN BID ITEM 608 - 4" CONCRETE WALK.

CONCRETE SIDEWALK PORTION OF DETAIL SHALL BE

NOTE TO CONTRACTOR:#

10 Item 609 18" Straight Curb

15.0

0'

14.0

0'

17.00'

15.00'

54.0

0'

(REMOVE & REPLACE)18" STRAIGHT CURB54 LIN. FT. OF

(REMOVE & REPLACE)

18" STRAIGHT CURB

90 LIN. FT. OF(REMOVE & REPLACE)

18" STRAIGHT CURB

90 LIN. FT. OF

12.0

0'

12.0

0'

12.00'

12.00'

379'R.

774'R.

DAMAGED DURING CONSTRUCTIONSHALL REPLACE ANY PORTION SYSTEM, TO REMAIN, CONTRACTOR EX. ELECTRIC SNOW MELT

(SEE ATTACHED SPECIFICATIONS)

SNOW MELT SYSTEM

PR. 5' CURB & WALK w/

(SEE ATTACHED SPECIFICATIONS)

SNOW MELT SYSTEM

PR. 5' CURB & WALK w/

TO PR. COLLECTORCONNECT ROOF DRAIN

WATER TUBING. CONNECTION BY OWNER.CORE-DRILL BUILDING, INSERT & CAP

6

Item 207 Tack Coat (@0.075 Gal/Sq. Yd.)

3

3

33

3

"836

"32

92

DE

PT

H

OF

BU

RY

" FEMALE I.P.S.43