HomeMy WebLinkAboutResolution 76-14RECORD OF RESOLUTIONS
D.rybn layol &ei4, Y.c._ Fam No..7fW��' d
Resolution No. _ _ Passed 20_
— A - R W1VTION*UTHOR1ZING CITYMAHAGERIX "NTER TNT-Or
A LETTER OF AGREEMENT WITH OHIO POWER COMPANY, AN OHIO
CORPORATION ( OHIO FOR THE DESIGN AND
CONSTRUCTION OF AN AEP UNDERGROUND DUCT BANK AND VAULT
_ SYSTEM AS PART OF THE EMERALD PARKWAY - PHASE 8 PROJECT
If AND LOCATED WITHIN THE CITY OF DUBLIN
WHEREAS, the City of Dublin's adopted 2014 -2018 Capital Improvements
Program includes the Emerald Parkway - Phase 8 project; and
WHEREAS, the City of Dublin has worked closely with AEP Ohio to design
and construct an AEP underground duct bank and vault system located along
the Emerald Parkway - Phase 8 project from Riverside Drive to Bright Road
which will serve future development adjacent to Emerald Parkway - Phase 8;
and
WHEREAS, AEP Ohio has agreed to assume one hundred percent (100 %) of
the cost to design and construct an AEP underground duct bank and vault
system in conjunction with the Emerald Parkway - Phase 8 project.
NOK THEREFORE, BE IT RESOLVED by the Council of the City of Dublin,
of its elected members concurring, that:
Section 1. The City Manager is hereby authorized to enter into a Letter of
Agreement with AEP Ohio for the reimbursement of one hundred percent
(100 %) of the cost to design and construct an AEP underground duct bank
and vault system located along the Emerald Parkway - Phase 8 project, which
is located within the City of Dublin, in substantially the same form as attached,
with changes not inconsistent with the Resolution and not substantially
adverse to the City and which shall be approved by the City Manager and
Director of Finance. The approval of changes thereto by those officials, and
their character as not being substantially adverse to the City, shall be
evidenced conclusively by their execution thereof.
Section 2 . The City Manager, the Clerk of Council, the Director of Law, the
Director of Finance, or other appropriate officers of the City are hereby
authorized to prepare and sign all agreements and instruments and to take
any other actions as may be appropriate to implement this Resolution. The
City Manager and the Director of Finance are also authorized, for and in the
name of the City, to execute any amendments to the Letter of Agreement,
which amendments are not inconsistent with the Resolution and not
substantially adverse to this City.
Section 3. This Resolution shall take effect upon adoption in accordance
with Section 4.04(a) of the Revised Charter.
P ed thi day of / 2014.
or - Presiding Officer
ATTEST:
v y
Clerk of Council
Office of the City Manager
5200 Emerald Parkway • Dublin, OH 43017 -1090
City of Dublin Phone: 614 - 410 - 4400 • Fax: 614 - 410 - 4490
To: Members of Dublin City Council
From: Marsha I. Grigsby, City Manager /-7�
Date: August 21, 2014
Initiated By: Paul A. Hammersmith, P.E., Director of Engineering /City Engineer
Kenneth B. Richardson, P.E., P.S., Engineering Manager — Design
Memo
Re: Resolution No. 76 -14 - Authorizing the City Manager to enter into a
Letter of Agreement with Ohio Power Company for the Design and
Construction of an AEP Underground Duct Bank and Vault System in
Conjunction with the Emerald Parkway — Phase 8 Project.
Summary
The City of Dublin's adopted 2014 -2018 Capital Improvements Program includes the Emerald Parkway
— Phase 8 project, which is identified as Project # ET 0104. Staff has worked closely with Ohio Power
Company, an Ohio Corporation ("AEP Ohio') on design and construction of an AEP underground duct
and vault system along the alignment of Emerald Parkway — Phase 8 from Riverside Drive to Bright
Road. This AEP underground duct and vault system will serve future development adjacent to
Emerald Parkway — Phase 8.
AEP Ohio has agreed to reimburse the City of Dublin for the full cost of the design and construction of
the underground duct and vault system incurred with the Emerald Parkway — Phase 8 project.
Reimbursement is for actually expenses /costs incurred by the City associated with the AEP work. We
will know actual expenses /costs of the AEP work in November this year and will invoice AEP Ohio at
that time. The estimated cost of the AEP Ohio work is currently $632,751.00, of which $27,033.00 is
for design fees.
The underground duct banks and vaults are located in the west bound traffic lane closest to the tree
lawn and in the center of the lane. Six, six -inch diameter ducts comprise the majority of the duct
system.
Recommendation
Staff recommends approval of Resolution 76 -14, authorizing the City Manager to enter into a Letter of
Agreement with Ohio Power Company for the design and construction of an AEP underground duct
and vault system along the alignment of Emerald Parkway — Phase 8 project.
Letter of Agreement
This Letter of Agreement is entered into as of April_, 2014 (the "Effective
Date "), between Ohio Power Company, an Ohio corporation ( "AEP Ohio ") and the City
of Dublin, Ohio, a political subdivision of the State of Ohio (the "City ").
Background Information
A. The City has awarded contracts to Burgess & Niple and George J. Igel
Construction Company (the "Contractors ") to design and construct Phase
8 of the Emerald Parkway Project (the "Project ").
B. AEP Ohio requested the City to include within the scope of the Project
construction of duct bank as further described on the attached Exhibit A
(the "AEP Work ").
C. The estimated cost of the AEP Work is $632,751 (the "AEP Work Cost ")
D. AEP Ohio acknowledges that it shall be responsible for the AEP Work
Cost.
E. The parties hereto desire to set forth the terms upon which AEP Ohio will
reimburse the City the AEP Work Cost.
Statement of Agreement
The parties hereto acknowledge the accuracy of the above background
information and agree as follows:
1. The Project The City shall proceed with the Project, including the AEP Work,
pursuant to the plans and specifications attached hereto as Exhibit A. The City shall pay
the Contractors all expenses associated with the AEP Work and shall present to AEP
Ohio all invoices and proof of payment of such invoices that are associated with the AEP
Work. AEP Ohio shall reimburse the City for all payments made by the City that are
associated with the AEP Work within thirty (30) days of receipt of such invoices.
2. Supervision of Contractors The City shall supervise the Contractors pursuant to
the Project contracts with such Contractors. AEP Ohio shall regularly inspect the
progress of the AEP Work and shall immediately notify the City if AEP Ohio determines
that the design specifications for the AEP Work are not being met.
-1-
AEP Legal 924302.1
04/28/2014 15:16:06
3. Contractor Warranties The City shall either assign any warranties provided by
the Contractors for the AEP Work to AEP Ohio or shall pursue recovery on AEP Ohio's
behalf for any breach of warranty associated with the AEP Ohio Work. AEP Ohio shall
reimburse the City for any attorney fees and expenses associated with the City's efforts to
seek recovery for any such warranty breaches.
4. Title to the AEP Work Facilities. Upon completion of the Project and AEP
Ohio's reimbursement to the City of the AEP Work Cost, AEP Ohio shall become the
owner of the AEP Work facilities. The City shall ensure that the Contractors release any
and all liens associated with the AEP Ohio Work.
5. Cost Overruns. AEP Ohio shall not be responsible for any expenses related
to the AEP Ohio Work that exceed $700,000, unless AEP Ohio approves such cost
increase in writing.
6. Jurisdiction. This Letter of Agreement shall be governed by the laws of Ohio.
Any disputes arising herein shall be adjudicated at the Court of Common Pleas of
Franklin County, Ohio.
This Letter of Agreement is accepted by the parties hereto and executed as of the
date set forth above.
OHIO POWER COMPANY
CITY OF DUBLIN, OHIO
-2-
AEP Legal 924302.1
04/28/2014 15:16:06
Exhibit A
MAY SURAL (GENERAL)
THE CONTRACTOR SHALL FURNISH AL_ MATERIALS AND LABOR TO CONSTRUCT ALL
CONCRETE ENCASED DUCT, NON - ENCASED DUCT, AND MANHOLES, INCLLIXNG
EARTHWORK AND GRADING. REQUIRED FOR PLACEMENT OF UNDERGROUND UTILITIES AS
SHOWN ON THE PLANS AND SPECIFIED HEREIN. OTHER WORK INCLUDES INSTALLATION
OF MATERIALS FURNISHED BY THE UTILITY COMPANIES.
INSPFCTION, ALL OPEN CUT WORK PERFORMED BY THE CONTRACTOR, INCLUDING DUCT
AND MANHOLES, THAT BECOMES THE PROPERTY OF THE UTILITY COMPANY, SHALL BE
THOROUGHLY INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE AFFECTED
UTILITY COMPANY PRIOR TO COVERING. ALL DUCT RUNS MUST BE APPROVED BY THE
AFFECTED U71UTY COMPANY PRIOR 70 PLACEMENT OF CONCRETE. THE CONTRACTOR
MAST GIVE THE U7ILNTY COMPANIES AT LEAST 49 HOURS NOTICE BEFORE CONCRETE
POURS OR BACKFILLING DUCT AND /OR STRUCTURES. ANY WORK NOT APPROVED BY
THE UTILITY COMPANY REPRESENTATIVE WILL NOT BE ACCEPTED FOR PAYMENT.
UTHITY COMPANY WORK, UPON ACCEPTANCE OF THE WORK BY THE AFFECTED UTILITY
COMPANY, UTILITY FORCES WILL FURNISH AND INSTALL ANY PAD MOUNTED EQUIPMENT,
ALL WORE AND CABLE THROUGH THE COMPLETED DUCT SYSTEM, AND ALL RISER POLES.
COMPLETE. REMOVAL OF ANY EXISTING OVERHEAD 'WIRE WILL BE PCRFORMEO BY THE
UlIMTY COMPANIES IMMEDIATELY FOLLOWING ENERGIZING OF ME NEW UNDERGROUND
FACJOTIES. POLES WILL BE REMOVED BY THE RESPONSIBLE UTILITY COMPANY.
OMCL CONDUIT SHALL BE INSTALLED BY THE CONTRACTOR USING OPEN CUT
METHODS. THE COST OF CONDUIT INSTALLATION, INCLUDING SAWCUTTING. TRENCH
EXCAVATION IN SOIL, TRENCH EXCAVATION IN ROCK, CONDUIT, COUPLINGS, SPACERS,
AND REINFORCEMENTS, WILL BE PAID AT IHE UNIT PRICE BD PER LINEAL FOOT FOR
ITEM SPECIAL- 6' PVC CONDUIT. CONCRETE ENCASFMENT WILL BE RAID AT THE
UNIT PRICE 8D PER CUR1C YARD.
MM 1 12 l TRENCH R.K.I. AND SURFACE
WILL BE PAID A THE UNIT PRICE BID PER LINEAL FOOT FOR EACH
TRENCH TYPE AND SURFACE AS DETAILED ON SHEET 172, INCLUDING CONTROLLED
DENSITY FILL. GRANULAR SACKFILL. COMPACTED BACKFII., AGGREGATE BASE, ASPHALT
BASE, AND ASPHALT SURFACING. TOPSOIL. SEEDING, AND MULCHING WILL BE PAID
SEPARATELY UNDER THE APPROPRIATE ITEM.
FARTHWORK WHEN APPLICABLE, THE CONTRACTOR SHALL COMPLETE THE EARTHWORK
AND GRATING NECESSARY FOR PROPER PLACEMENT OF ALL ABOVE - GROUND EQUIPMENT
(SWITCHES. TRMISFORMERS, VAULTS, ETC.) TO THE ELEVATIONS SHOWN ON THE
DRAWINGS. ACTUAL PLACEMENT OF EQUPMENT WILL BE PERFORM BY THE UTILITY
COMPANIES THE COST OF EARTHWORK AND GRADING NECESSARY TO PREPARE FOR
PLACEMENT OF UTILITY EQUIPMENT WILL NOT BE PAID SEPARATELY, BUT SHALL BE
INCLUDED IN THE PRICE BD FOR ME RELATED ITEMS.
a IRFA E RFSTORATION PAY LIMITS FOR SURFACE RESTORATION OVER THE TRENCH
SHALL BE THE TRENCH WIDTH PLUS 2 FEET FOR ASPHALT ROADWAY AND ME TRENCH
WIDTH PLUS 10 FEET FOR NON- PAVEMENT AREAS. DISTURBANCE BEYOND THESE
LIMITS SHALL BE RESTORED BY THE CONTRACTOR AT HIS EXPENSE. COORDINATE TOP
SOIL PLACEMENT WITH THE OTHER STE WORK.
ELEVATIONS PAD. BOX, OR MANHOLE CASTING ELEVATIONS PROVIDED ON THE PLANS
ARE APPROXIMATE AND SHALL BE ADJUSTED, IF NEEDED, IN THE FIELD BY THE
CONTRACTOR TO MATCH SURROUNDING FINISH GRADES.
ME. OF MEA SHBEMEBd, IHE LENGTH OF DUCT AND TRENCH, BY TYPE, SHALL BL
PAID FOR BY THE ACTUAL HUMBER OF FEET MEASURED BETWEEN MANHOLES, PADS.
ETC. DEDUCTIONS SHALL BE MADE FOR MANHOLE LENGTHS.
ALL UNDERGROUND CONDUIT SYSTEM WORK SHALL BE DONE ACCORDING TO THE MOST
RECENT REVISION OF THE rOLLDWD#G AEP SPECIFICATIONS:
AMERICAN ELECTRIC POWER -
SPECPICATION FOR STRUCTURAL CONCRETE
SPECIFICATION NO. CE- 1000 -A
AMERICAN ELECTRIC POWER
SPECIFICATION FOR UNDERGROUND CSTR1DU710N CONSTRUCTION
SPECIFICATION TOO -003
AN AEP INSPECTOR MUST APPROVE ALL DUCT AND MANHOLE INSTALLATION PRIOR TO
CONCRETE PLACEMENT OR BURIAL OF CONDUIT.
I. MATERIALS
A. CONDUIT - NONMETALLIC CONDUIT SHAD. OF. TYPE EB -20 POLYVINYL CNLORIDF
(PVC). 11 SHALL BE DESIGNED TO FORM A SOUND, STRONG DUCT, FRLE FROM
DEFECTS. IT SHALL BE NONMAGNETIC. RESISTANT TO CORROSIVE ACTION,
UNAFFECTED BY ELECTROLYSIS AND SHALL NOT SOFTEN, DEFORM DR
DETERIORATE WHEN EXPOSED TO THE MAXIMUM SAFE OPERATING TEMPERATURE
OF THE CABLES. THE INSIDE SURFACE OF THE CONDUIT SHALL BE SMOOTH.
ROUND, AND HAVE A B -NCH NOMINAL INSIDE DIAMTER. THE CONDUIT SHALL
BE CARLON HEAVY WALL 'PV -DUIT PLUS' CONDUIT OR AN APPROVED EQUAL.
Burgess Ak Iw e H (s0. COLUMBUS.OH �■ Btmee" &MPLE
B COUPLINGS - THE COUPLINGS SHALL BE OF THE SAME MATERIAL AS IKE
CONDUIT AND SHALL BE SUFFICIENTLY TIGHT TO PREVENT SILT OR CONCRETE
FROM ENTERING THE CONDUIT.
SPACERS - THE SPACERS SHALL BE PLASTIC BASE AND INTERMEDIATE TYPE
FOR PVC CONDUIT.
D. REINFORCEMENTS - ALL REINFORCING SHALL BE /4, GRADE 60. DEFORMED
STEEL BARS, PLACED AS SHOWN. WITH A MINIMUM 9 -INCH LAP SPACE.
2. INSTALLATION
A. THE CONDUIT SHALL BE NSTALLED AS SHOWN ON THE PLANS.
R. EXCAVATION FOR THE UNDERGROUND CONDUIT DUCTS SHALL EXTEND TO THE
PROFILE OF ME LOWER SIDE OF THE CONDUIT ENCASEMENT, EXCEPT WHERE
SPECIFIED IN THE PLANS OR DIRECTED BY THE ENGINEER. THE DUCTS SHALL
HAVE A MROMUM DEPTH OF COVER OF 36 INCHES FROM THE TOP OF THE
CNCASEMENI TO THE FINISHED GRADE. THE PROFILE BETWEEN STRUCTURES
SHALL BE SET SO THAT THE CONDUITS ARE LEVEL OR SLOPED TO THE NEXT
STRUCTURE. WHERE CONDUITS ENTER A STRUCTURE AT A LOWER LEVEL THAN
THE APPROACHING PROFILE OF THE CONDUIT, THE CONDUIT SHALL BE SLOPED
DOWN TO THE STRUCTURE AT A RATE NOT -TO- EXCEED S PERCENT.
C. THE TRENCH SHALL BE EXCAVATED SO THAT ANY CURVE RADIUS WILL BE AS
LARGE AS POSSIRIE (30 FOOT RADIUS MINIMUM UNLESS OTHERWISE INDICATED)
IHE TRENCH SMALL BE EXCAVATED NO WIDER [MAN NECESSARY 70
ACCOMMODATE THE CONDUIT AND CONCRETE ENCASEMENT AS SHOWN ON THE
DETAILS. THE BOTTOM OF THE TRENCH SHALL BE UNDISTURBED, TAMPED, AND
RELATIVELY SMOOTH EARTH. TRENCHES WHICH HAVE BEEN EXCAVATED TOO
DEEP AT ANY POINT ARE TO BE PARTIALLY REFILLED AND TAMPED SOLID. THE
SIDES OF THE TRENCH SHALL BE TRIMMED SMOOTH TO PROVIDE FOR A UNIFORM
SHEATH OF CONCRETE AROUND THE CONDUITS. THE SDEES OF THE EXCAVATION
SHALL BE FORMED WHERE NECESSARY TO MAINTAIN A UMFORM ENCASEMENT.
0. WHERE A CONDUIT CROSSES A SEWER OR WATERLINE. OR ANY OTHER
UNDERGROUND UTILITY. THE CLEARANCE BETWEEN THEM SHALL BE LARGE
ENOUGH 10 PERMIT MAINTENANCE OF IHE SYSTEM WITHOUT DAMAGE TO THE
STRUCTURES. THE MINIMUM CLEARANCE SMALL BE DETERMINED BY THE
UTILITIES INVOLVED. A SUITABLE SUPPORT, ON EACH SIDE OF THE STRUCTURE.
SHALL BE CONSTRUCTED TO AVOID TRANSFERRING ANY DIRECT LOAD ONTO THE
STRUCTURE.
L IHE CONDUIT RUNS SHALL BL AS STRAIGHT AS POSSIBLE. TYPE EB -20.
S- DEGREE ANGLE COUPLINGS OR COMBINATIONS OF S- DEGREE ANGLE
COUPLINGS WITH STRAIGHT SECTIONS OF CONDUIT ARE RECOMMENDED TO
NEGOTIATE CURVES. NO FIELD BENDS.
F. PRECAST PLASTIC BASE AND INTERMEDIATE SPACERS SHALL BE PLACED AT
S -FOOT INTERVALS THAT SHALL SEPARATE THE CONDUITS A MINIMUM OF 2
INCHES APART AND PROVIDE A 3 -INCH MINIMUM OUTSIDE ENCASEMENT.
OURR5 ON THE ENDS OF THE CONDUIT, AS THE RESULT OF SAWING, MUST BE
REMOVED PRIOR TO COMPLETING A JOINT. JOINTS SHALL FORM A CONTINUOUS
SMOOTH INTERIOR SURFACE BETWEEN CONDUIT SECTIONS SO THAT THE CABLE
WILL NOT BE DAMAGED VMEN PULING PAST THE JOINNT. SURFACES TO BE
JOINED SMALL BE CLEAN AND FREE MOM DIRT. FOREIGN MATERIALS. AND
MOISTURE. THE JOINTS SHALL BE SEALED WITH PROPER CEMENT SPECIFIED BY
THE CONDUIT MANUFACTURER. THE CONDUITS SHALL BE TIED TOGETHER WITH
HEAVY MOOD SO AS TO SECURELY HOLD THE CONDUITS N PLACE. THE OPEN
ENDS OF THE CONDUITS SHALL BE CLOSED PATH TIGHT TOTTING PLUGS TO
PREVENT MUD OR CTHER FOREIGN MATERIAL FROM GETTING INTO THE CONDUIT.
AFTER THE CONDUIT IS PLACED. IT SHALL BE INSPECTED BEFORE THE CONCRETC
IS POURED.
G. PEA GRAVEL CONCRETE SHALL BE POURED AS SOON AS POSSIBLE AFTER THE
CONDUITS HAVE BEEN PLACED. THE CONDUITS SHALL BE TIED DOWN TO HOLD
THEM N POSITION WHILE THE PEA GRAVEL CONCRETE IS POURED. THE PEA
GRAVEL CONCRETE SHALL HAVE A SLUMP OF 4 TO S INCHES. THE CONCRETE
DELIVERY CHUTE SHALL BE ADJUSTED SO THAT THE FALL OF THE PEA GRAVEL
CONCRETE. INTO THE TRENCH IS MINIMAL. A SPLASHBOARO SMALL OE USED TO
COVERT THE FLOW OF PEA GRAVEL CONCRETE AWAY FROM THE TRENCH SIDES 10
AVOID DISLODGING SOIL AND STONES. PEA GRAVEL CONCRETE SHALL BE
PLACED FROM ONE END OF THE DUCT SECTION TO ME OTHER ENO OF THE
SECTION. CONTINUOUS SPADING SHALL BE DONE TO ENSURE A FLOW OF
CONCRETE BETWEEN AND UNDER THE INDIVIDUAL CONDUITS. A LONG FLAT TOOL
OR SPATULA SHALL BE MARKED CAREFULLY UP AND DOWN BETWEEN EACH
VERTICAL LINE OF CONDUITS TO ELIMINATE ANY VOIDS THE TOP OF ME PEA
GRAVEL CONCRE SHALL THEN BE SMOOTHED.
r. AFTER THE CONCRETE MS TAKEN ITS INITIAL SET, THE TRENCH CAN BE
BACKFILLLO.
AFTER THE DUCTS ARE INSTALLED, A FLEXIBLE STEEL MANDREL NOT LESS THAN
12 INCHES LONG WITH A CROSS SECTION OF S 7/4 INDIES (FITTED WITH A
PULLING EYE AT EACH END) SHALL BE PULLED THROUGH EACH CONDUIT. BY
WORKING THE MANDREL BACK AND FORTH, OBSTRUCTIONS SUCH AS CONCRETE
WILL BE REMOVED. AFTER THE MANDREL HAS BEEN PULLED THROUGH, A STIFF
S -NCH CIRCULAR WILE BRUSH AND A SWAB SHALL BE PULLED THROUGH THE
CONDUITS TO REMOVE ANY OBJECTS, BITS OF CONCRETE. DIRT. ETC
J. A 1/2 -NCH P -UNE SHALL BE INSTALLED N ALL CONDUITS ENDS OF THE
CONDUIT SHALL BE SEALED N AN APPROVED MANNER TO KEEP ALL MOISTURE
AND FOREIGN MATERIALS OUT OF THE CONDUIT.
EMERALD PARKWAY - PHASE 8
RNERSIDE DRNE TO BILLINGSLEY CREEK
07- ODO -CIP
REM SPECIAL PRECAST CONCRETE ELECTRIC MANHOLE
1. ELECTRIC MANHOLE MATERIALS
THE PRECAST CONCRETE ELECTRIC MANHOLES SHALL BE FURNISHED BY THE
CONTRACTOR AND MEET THE FOLLOWING SPECIFICATIONS:
A NE MANHOLES SHALL BE AS MANUFACTURED BY UNITED PRECAST, NORWALK
CONCRETE INDUSTRIES, INC.. OR AN APPROVED EQUAL.
B. IHE MANHOLES SHALL BE MANUFACTURED IN ACCORDANCE WAIN THE DETAILS
SHOWN ON SHEETS 177 AND 174. OPEHINGS FOR CONDUIT PENETRATION SHAM
BE FIELD CORED IN A NEAT. WORKMANLIKE MANNER BY THE CONTRACTOR,
NO FACTORY KNOCK -OU7S.
C. THE MANHOLES SHALL HAVE OVERALL NOMINAL DIMENSIONS OF B` -2" v 13' -2"
DEPTH SHALL BE 7 -10' FEET NOMINAL INSIDE DIMENSION.
D. IHE MANHOLES SHALL BE DESIGNED IN ACCORDANCE VAIN AASHTO STANDARD
YS -20 -H FOR TRUCK LOADING.
E. THE TOP OPENING SHALL BE 38 INCHES IN DIAMETER AT THE GEOMETRIC
CENTER OF THE TOP SLAB.
F. THE MANHOLE FRAMES WITH HEAVY DUTY SOLID LIDS. SIMILAR TO NEENAH
FOLWORY CO., R- 1733A, SHALL NSTALLED AT EACH TOP OPENING. CASTING M
BE FURNISHED 9E AEP
G. -ULUNG EYES SHALL BE PROVIDED ON THE OPPOSITE 510E OF EACH DUCT
OPENING. PUWNG EYES SHALL BE AS THAT MANUFACTLRHED BY LINE MATERIAL
COMPANY. SINE NO. Ou ZT3. OR AN APPROVED EQUAL. PULLNG EYES MUST
BE PLATED BEHIND THE NUT TO PREVENT PULL- THROUGH.
H. ALL CONCRETE. USFO IN CONSTRUCTION OF THE MANHOLES SHALL BF MASS 'C'
2. INSTALLATION
n. IHE CONTRACTOR SHALL PROVIDE ALL EXCAVATION AND BACKFTLL NECESSARY
FOR MANHOLES AND UNDERGROUND CONDUIT DUCT INSTALLATIONS.
8. EXCAVATION FOR MANHOLES SHALL EXTEND A MINIMUM OF 6 INCHES BELOW THE
BOTTOM OF THEIR BASES OR AS NECESSARY FOR PROPER INSTALLATION OF
DRAINAGE AND THE COMPLETION OF IHE WORK. NO. 8 AGGREGATE OR SIMILAR
DRAINAGE MEDIUM SMALL BE PLACED UNDER THE MANHOLES
C. THE TOP OF THE PRECAST STRUCTURE SHALL BE AT LEAST 24' BELOW
EXISTNC /PROPOSED GROUND IF THE BOX IS LOCATED IN A SLOPED AREA THE
MINIMUM DEPTH WILL BE MEASURED FROM THE LOWEST GROUND POINT.
0. AFTER THE MANHOLES ARE SET AND CONDUITS ARE INSTALLED. BACKFILL SHALL
BE BROUGHT TO PROPER LEVEL AND SHALL BE COMPACTED IN ACCORDANCE
WITH ITEM 604. SECTION 604.04 OF THE 'CONSTRUCTION AND MATERIAL
SPECNICATIONS." RACKFILL SHALL BE BROUGHT TO THE BOTTOM Of THE
PROPOSED PAVING BASE N PAVED AREAS. RESTORATION OF IHE SURFACE
SHALL BE AS DETAILED ON THE PLANS AND SHALL BE IN KIND WITH THE
SURROUNDING MATERIALS.
E. WORK SHALL BE PLANNED SO MAT EXCAVATIONS ARE OPEN FOR A MINIMUM OF
THE. NO LOAD OR BACKFlLL SHALL BE APPLIED OR OTHER WORK CONDUCTED
MAT WOULD DAMAGE THE NEW CONCRETE OR INTERFERE WITH WRING
F. ALL OPEN TRENCHES SHALL BE BARRICADED ANTI PROPLRLY PROFLCIL'U.
G. AFTER MANHOLES ARE PLACED, THE MANHOLE COVER FRAMES SHALL BE PLACED
AND THE TOP ADJUSTED TO GROUND OR PAVING LEVEL FINAL ADJUSTMENTS
WILL BE REWIRED FOR FINAL RESURFACING A 6 -INCH THICK CONCRETE OR
BRILL ADJUSTING RING SHALL BE PROVIDED TO ENSURE CLOSURE BETWEEN THE
TOP SLAB OF THE MANHOLE AND THE FRAME
3. BASIS OF PAYMENT
THE WORK INCLUDED IN THESE ITEMS. INCLUDING EXCAVATION. SACKFILL. AND ALL
EQUIPMENT AND MATERIALS NECESSARY. SHALL BE PAID FOR AT ME CONTRACT
PRICE, COMPLETED IN RACE
AEP DUCT SYSTEM M0
NOTES Ir
171 275
NOTCSI
I.iEE HOREOATAL REINFORCING WIN 1 W STEEL IND.2 PIKS
_411 AST. M'S WI GCs.
2 :000 PSI AT 2B DAYS: SR F 1X ASR ENTRA NEG.
3. SLOP( rTSIRD LOP TO GRNI PATCR.
NCR - EASE TO J IEET THEN N CONCESIEO AREA. EXTE.N
-ODLON'K PEW WCND BARS W" S -OWN SPACING.
S. TNTEE VERTICAL R- KFQRCWD BATS %' STEEL 010. a DEFORKDI
AST. -MIS GRADE .GIST.
A ' r0 SPECIFY SIEC AND OWFCIIC,Y OF CONO.IT
1. HOPE DUCT LP:E TO VAU_T OR VAHNO:E.
B. CONCRETE ENCASEUEll SNKL TERW4A; a AT SHOWN DIMENSION
TOi OP.CT 3.1110 DOWUT SYSTEMS. ENGINEER SMALL SPEW
CONCREIt FHRAIDEMEN °O TIE INTO GINS WOERCROUID
S`SrEVS
7 ft A. Oki toll, WHIM BLAG_D T.AU W COW I % UEIM -O
AS IM OISIA' 01.1111 EINA A`.: I F ICI D/ I,
(Ail f" W CMn: -f. , LRMU I11 VAN• SN1 C•rP•S CN
.^. WWTS SHN 1 9T IA I TO AT A N —1. IX 111." LESS
BL N N-0-ND SECM ••Y SL2PLY I I.S UP ND
COUITS , 14K1
D Ar A l a DEPT. 0% UN. T AY 2 II
THIE3C 'A DWINS AV TO K Cl, FOR C••:FR: --S rn , NFACF.
C•: ... "r . LCr'1 ASPr•EE STS .V.I - -715 NT1 RE(
AXIIDNK JtPlll IF .•NI. ANC RNA A'A••IUISVt A.MGES
i0 THE FINK GRADE SUCH THAI THESE DU'IHS ME NOT
AP
VTMED CORREOTNE ACTION SNA-L BE TAAEN,
D. BURIN. DEPTH FOR C :RCRETE ENCASED CONDUITS 6 TEE OSTANCE
BAT•R'O" T114 Gan' u THE TOP Cr TM CCNGP.E: E.
.TIE L.J. O CDII�.ITS (OS 21-1 SHOULD BE INBTKLED
Ai A U I& OCA IN CF 35 INCHES WIIWII, Gantt LESS 1NAI1 TNS MAY
3L ACS I "TABLE WITH AN DIGMERM EVA- UATDN.
I I.: RMWATIOH OF UNODDROUNO CONGIR AT RISER POLES ML HOT BE
ND SEPARATELY. AU. (OBI TOR Rw CDNSIRUCIDN —1 BE
WLT.UD[O N PIT RELATED DUCT .45.
W., %FORCPC MRS
NOTE 1
ONCRCTC
PO
NOTE 2
S BENO. --
NOTE 3
T
DTE 4
MVORM WS,
NOTES
0. PVC SC.COULE a0 1
AAD TO CONDUIT 90 CL3011`
uult- in- r•++v -•
] NDtts 7 Rios I I
1 1
I I
TERMINATION OF UNDERGROUND CONDUIT AT RISER POLES
ALL DBIWUTION YOLTACES
CONCRETE ENCSto. MIITI -WERS OR SUIGLE RGER
NOTES
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SEPARATION, A ]' NW, WYELOPE. — BE INCASED W
IYA GIGVCL CONCRETC. CIASS W.
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hh ASPHALT ROAD REPAIR REPAIR UNDER REPAIR UNDER
/\ [� �� NON -PAVED AREAS FUTURE PAVED AREAS
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CONDOR TRENCH DETAILS TRENCH AND SURFACE RESTORATION DETAILS
s
BURGESS & NIPLE
- PHASE B
LINGSLEY CREEK
AEP DUCT SYSTEM NONE
CONDUIT TRENCH DETAILS �* a• 9.
172R 275
DUCT STACKING DETAIL
NOT TO SME - FOR WFORWIDN ONLY
BOLT -ON PULLING IRON/
TYP IEEE DETAILI
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BURGESS a Nuu
PARKWAY — PHASE 8
VE TO BILLINGSLEY CREEK
07- 008 —CIP
JOINT DETAIL
WEIGHTS:
BASE SECTION "A ": 15,600#
SECTION "B ": 21,700#
TOP SLAB: 13,300#
n~mwO POAIA
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AEP DUCT SYSTEM NONE
PRECAST ELECTRIC MANHOLE DETAILS Kal •
173 275
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BURGESS a Nuu
PARKWAY — PHASE 8
VE TO BILLINGSLEY CREEK
07- 008 —CIP
JOINT DETAIL
WEIGHTS:
BASE SECTION "A ": 15,600#
SECTION "B ": 21,700#
TOP SLAB: 13,300#
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PRECAST ELECTRIC MANHOLE DETAILS Kal •
173 275
GENERAL NOTES
L GROUT SHALL BE NON-SHRDNt GROUT WITH A COMPRESSIVE
SURFACES STRENGTH OF 5,000 PSI AT 7 DAYS. CONCRETE
RECEIVING GROUT SHALL BE CLEAN AND FREE OF DEBRIS
AND OTHER FOREIGN SUBSTANCES.
2. TOP ELEVATION, TRANSVERSE AND LONGITUDINAL SLOPE
SHALL MATCH EXISTING,
3. TRAFFIC SHALL NOT BE ALLOWED ON THE STRUCTURE FOR A
WNDAUM OF 7 DAYS FROM THE COMPLETION OF THE CONSTRUCTION
E, ANY PAVEMENT DAMAGE BEYOND THE WORK LIMITS THAT OCCURED
DUE TO CONSTRUCTION, SHALL BE REPAIRED.
ELEVATION VIEW
TM
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SEE PLAN NW PROREE SHEETS FOR T OF CASIWC ELEMR
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EMERALD PARKWAY — PHASE 8 'E NDH[
RIVERSIDE DRIVE TO BILLINGSLEY CREEK """ AEP DUCT SYSTEM
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EMERALD PARKWAY -PHASE 8
RNERSIDE ORNE TO BILLINGSLEY CREEK
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o. PLAN AND PROFILE
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