licking county library parking lot improvements addendum … · licking county library parking lot...
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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: [email protected] 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
ALTERNATE 1 - CONCRETE PATH
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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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921
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= 5' RADIUS
1EX
TOP OF PAVEMENT
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