HomeMy WebLinkAboutAugusta /Richmond Consolidated Goverment
Augusta Richmond GA
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DOCUMENT TYPE: a 9 ree (yv!)[\ t
YEAR:
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BOX NUMBER: c:2
FILE NUMBER: / ~?! ([) 5
NUMBER OF PAGES: ~
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..
G. CHARLES LEWIS
DEPUTY COMMISSIONER
WAYNE SHACKELFORD
COMMISSIONER
FRANK DANCHETZ
CHIEF ENGINEER
JAMES R. MARTIN
TREASURER
404-657-6953
September 6, 1996
Georgia Project STP-7027 (3) Richmond County
G.D.a.T. P.I. 250550
Mr. Larry Sconyers
Richmond County Commission Chairman
City /County Building, Room 605
Augusta, GA 30911
Dear Mr. Sconyers:
Attached is an executed counterpart of a Contract Item Agreement dated June
21, 1996 between the Department of Transportation and Augusta/Richmond
Consolidated Government covering the installation of water line facilities
belonging to Augusta/Richmond Consolidated Government on the above
numbered project.
We have received Augusta/Richmond Consolidated Government's Check No.
152242 in the amount of $103,547.00 as requested in our letter dated May 14,
1996 and in accordance with Article 6 in the Agreement, Attached is a tabulation
of costs which reflects the low contractor's bid prices. As agreed to in the
Agreement, the Department will refund to Augusta/Richmond Consolidated
Government the amount of $18,207.00 ($103,547.00 minus $85,340.00) under
separate cover.
AP AC-Georgia, 1ne., as contractor for the Department of Transportation, was
awarded a contract on August 30, 1996 to proceed with construction on the
project. Construction should be in progress at this time,
Georgia Project STP-7027 (3) Richmond County
G.D.O.T. P.I. 250550
Mr. Larry Sconyers
Richmond County Commission Chairman
September 6, 1996
Page 2
Eric Pitts, Area Engineer, under Mr. Charles W. Norris, Jr., District Engineer,
Tennille, Georgia will supervise construction on the above project. Mr. Pitts may
be reached by telephone at 706-855-3466, 3469 or by mail addressed to Route 2,
4260 Frontage Road, Augusta, GA 30909.
Very truly yours,
Dudley Ellis, .E.
State Utilities Engineer
~GMGeary:mw
Attachment
cc: Original to Utilities Files
Copy to General Files '
Tom Turner - with copy of Agreement
Lem Dobbs - with copy of Agreement
Charles W. Norris, Jr., District Engineer - with copy of Agreement
Eric Pitts, Area Engineer - with copy of Agreement
Cindy Bishop, General Accounting - with copy of Agreement
.<
GEORGIA PROJECT: STP-7027 (3) Richmond County
G.D.O.T. P.I. NO. 250550
JUN 2 1 1996
TIllS AGREEMENT, made this , by
and between the DepartIrent of Transportation, an agency of the State of Georgia, hereinafter called
the DEPARTMENT, ftrst party, and Augusta/Richmond Consolidated Government, a political
subdivision of the State of Georgia, hereinafter called the LOCAL AGENCY, second party;
WITNESS that:
WHEREAS, the DEPARTMENT proposes under the above numbered project to
perform Intersection Improverrents at 13th Street and Walton Way in the city of Augusta, Richmond
Counties, Georgia; and
WHEREAS, due to the construction of this project, it will become necessary to make
certain adjustments or additional installation of utility facilities of the LOCAL AGENCY, the cost
of which shall be determined in accordance with Articles 6, 7, and 8 below; and
WHEREAS, the WCALAGENCY has requested that the DEPARTMENT include
the adjustment or installation of water line facilities in its highway construction contract as shown on
the attached detailed cost estimate; and
WHEREAS, this Agreerrent being for the sole purpose of providing a contractor for
the LOCAL AGENCY'S water line work, the LOCAL AGENCY shall bear the cost of said work to
be determined as hereinafter set forth;
NOW THEREFORE,.in consideration of the premises and the mutual covenants of
the parties hereinafter set forth, it is agreed:
1. It is specifically understood that the project number shown above is for the
DEPARTMENTS identification purposes only and may be subject to change by the DEPARTMENT.
In the event it becomes necessary for the DEPARTMENT to assign a different project number, the
DEPARTMENT shall notify the LOCAL AGENCY of the new project designation. Such change
in project designation shall have no effect whatsoever on any of the other terms of this Agreement
2. The DEPARTMENT shall include in its contract for this project all work
necessary to accomplish the adjustment of the LOCAL AGENCY'S facilities as . shown on the
highway plans along with the necessary speciftcations to assure that the work conforms to sound
construction practices.
3. In the event it becomes necessary to add pay items that are not provided for
in the contract, the DEPARTMENT shall negotiate prices with the contractor and enter into a
supplemental agreement with the contractor for completion of the additional items. Upon
notification, the LOCAL AGENCY shall furnish a check for the additional cost in the same
proportionate amount as determined in Articles 6,7, and 8 below.
..
4. The DEPARTMENT shall furnish on the project the construction engineering
inspection and testing by its own forces required to assure that the work is done in accordance with
the plans, specifications and Special Provisions.
5. Upon completion of the work and upon certification by the DEPARTMENTS
engineers that the work has been completed in accordance with the aforesaid plans and specifications,
the rbcAL AGENCY shall accept the adjusted and additional facilities and shall thereafter operate
and maintain the adjusted and additional facilities without further cost to the DEPARTMENT or its
contractor. Such maintenance and all operations and activities shall be subject to the
DEPARTMENT'S rules, policies and procedures as contained in its Utility Accommodation Policy
and Standards, current edition.
6. The DEPARTMENT shall include in its highway contract those items shown
as "materials" for pennanent installation on the aforesaid detailed cost estimate attached hereto. The
price bid for the appropriate items shall include all labor, materials and incidentals necessary to
complete the work. The cost of the requested work shall be determined from quantities as shown in
the detailed cost estimate attached hereto. The proportionate amount of the final construction cost
to be borne by the LOCAL AGENCY is now estimate to be $103,547.00 or 100 percent, based on
prices as shown in the detailed cost estimate attached hereto. The LOCAL AGENCY shall pay to
the DEPARTMENT the amount of the estimated cost upon' execution of this Agreement.
7. It is mutually agreed that as soon as practicable after the opening of bids and
acceptance of a bid by the DEPARTMENT, the DEPARTMENT shall multiply the quantities shown
in the detailed cost estimate by the actual bid prices. As the case may be, the DEPARTMENT shall
refund to the LOCAL AGENCY or shall request in writing to the LOCAL AGENCY that an
additionalpayrrent in the amount of the difference between the said estimated amount of $103,547.00
and the actual bid amount be paid to the DEPARTMENT. Any additional payment due the
DEPARTMENT shall be made by the LOCAL AGENCY within ,thirty days.
8. It is further mutually agreed that the final cost of th~ work performed on behalf of
. the LOCAL AGENCY shall be determined by measurement of the actual quantities of installed
materials multiplied by the actual bid prices. Accordingly, after the project has been completed, the
DEPARTMENT shall detennme the final cost to be borne by the LOCAL AGENCY and, as the case
may be, shall refund to the LOCAL AGENCY or shall request of the LOCAL AGENCY an
additional payrrent in the amount of the difference between the fmal cost to be borne by the LOCAL .
AGENCY and the amount which the LOCAL AGENCY has previously paid to the DEPARTMENT.
, In the event additionalpayrrent is due to the DEPARTMENT, the LOCAL AGENCY agrees to pay
same within thirty days after the statement is received from the DEPARTMENT.
2
.,
. ,.
9. The covenants herein contained shall, except as otherwise provided, accrue
to the benefit of and be binding upon the successors and assigns of the parties hereto.
10. It is mutually agreed between the parties hereto that this'document shall be
deemed to have been executed in the City of Atlanta, Georgia, and that all questions of interpretation
and construction shall be governed by the laws of the State of Georgia.
3
'1
~
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed in two counterparts, each to be considered as original by their authorized
representative the day and date hereinabove written.
. .,'
WITNESS AS TO SECOND PARTY:
AUGUST A/RICHMOND
CONSOLI TED GOVERNMENT
BY: t1tdf Id Jr;~7
BY:."~' ) YrJ9'iai.~) B .
:'~NOT-' ; PUBLIC
N~ PU~il:,~colum~a.c~U!1'ty, .~L)
~y '~'Rl8SlOn expires June 21, 1998
~,,,.,.. ,_ f"_,._" "'.!lw- ','
Sigrr~~d on~behalf'0f.: Augusta/Richmond Consolidated Government pursuant to
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resolutiQll.._' ,0" .
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FEIN 58- 2204'2.1&.1 BY: ' : /:~~jf:;fli:
UERK" " ';,\;:1 ~-
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ACCEPTED: 'c\.~~"",~
************************************
RECOMMENDED:
BY'=yY\~
ASST. "STATE ILITIES NGIN .
DEP ARTMENT OF TRANSPORT A TION
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PROJECT: STP-7027 (3)
COUNTY: Richmond
G.D.O.T. P.I. NO.: 250550
DATE: 5-14-96 mw
WITNESS AS TO THE DEP ARTMENT.-',.
Signed, s led and delivered this Zls l~ ':,
day of 19 ~ .-, -
in the ..
BY:
. rk
.~, \.
ITNESS
Bym~~~
,NOTARYP IC
~M1to. DelCatb ('..ounty. G~o!g~a
~}\r-sE~t;th~:~HE DEPARTMENT)
I attest that the seal imprinted herein is the Official Seal of the DEPARTMENT.
BY: ~~Km~
sfREASURER
, ,
OFFICIAL CUSTODIAN OF THE SEAL
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RESOLUTION
STATE OF GEORGIA
COUNTY OF RICHMOND.
BE IT RESOLVED by the Chairman/Mayor of Augusta/Richmond
Consolidated Government, and it is hereby resolved, that the foregoing attached
Agreement, relative to Project STP-7027 (3) to perform intersection improvements at
13th Street and Walton Way in Augusta/Richmond County be entered into by
Augusta /Richmond Consolidated Government and that Larry E. Sconyers, as
Chairman/Mayor and Len a J. Bon n e r
, as Clerk, be and they are, thereby
authorized and directed to execute the same for and in behalf of said Au 9 u s t a - R i c h m 0 n d
County
Passed and adopted, this the
4th
day of
June
,1996.
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;, \ STAT~QF G?OR~IA,
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\\\, ~----~~1.~7~ OF RICHMOND.
..... . 'r-".~'l \'_'
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-.. - . -...... ..,
I, Len a J., Bon n e r, as Clerk of Augusta/Richmond Consolidated Government
do hereby certify that I am custodian of the books and records of the same, and that the
above and foregoing copy of the original is now on file in my office, and was passed by the
Larry E. Sconyers. Chairman/Mayor
WITNESS my hand and official signature, this the 4
day of J u n e
19 96
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OJF~ 7l[~11RANSPOR T A1["][ON
COIF
Pl\OJECT NUMOE.R
IN 1[" lE lR S lEe T]( (0 N ][ l\1\: lP R co V JE l\'1( JE N T' S
AND ,V AL 1rON \~V.<~ 'iY9 (Cl[rj['Y OlF
FEDERAL AID PROJECT
AT 13Tli STRlElET
A UGUS1[" A
STATE OR COUN;Y L1NE- - nu - n _'._. n _ ._ _.. __ __ _ _ _ _ _.._.._.._.._.._.._.._.._.._.._.._
CI TV LIMIT LINE. __ h_ _ n ___ u _ _.. _ _ _... _.. _ _. _ __ _ _ _'_"_"_"_"_"_,,_,,_,,_,,_,_,_
PROPERTY L1NE- - - - -- - _ _ - _ _ _ _n _ _ _ n __ h _ _ _ _.. n _ ..._'_'_'_________, _.__ _._
SGRVEY OR GASE LINEh-----n---n-u______nuh---e----..
EXISTINGu _ _ _ _ _.. _n _h _ _ _ _ _ n _._. _. _. _. _'_. _. _. _'_'_
REOUJREO----__.______________,
Rl(jHT OF WAY liNE LlMJT OF ACCESS----------------~___o_o_o_
R/W &.. LIMIT OF ACCESS---------- ---111 1I~
A/W MARKER___________________.
FEt<CE_hn_ __h. __nUh_ __ _h. __h - n -____ ____ X
RAILROADS- -- -- -- - -- -- __ __ __ __ _ __ __ __ __ __ _ __ __ __ __.. __ __ __ __ _ __ _ ___
PO'~'[R L1N(-------_____________________________ _ P p_
TELEPHONE L1"E-_h______Uuh_h__n__n___h_ _ T T _
~~~~;H~~~E~;-;E~~~~~~~~~~~~===================~==_==================~
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SEE SHEET 2 FOR INDEX
If) IE K)) A R 1[11\1[ IE N Tl
svr A1f'E
STP-7027(3) RICHMOND
GEORGIA
CONVENTIO~JAL SIGNS
Sl-FJ- 702-7(3)
PROJECT DESIGNATION.. EXEMPT
IMPERIAL UNITS
VERTICAL DA TUM-U,S. DEPT, OF
HORIZONT AL DATUM-ASSUMED
FEDERAL AID ROUTE " M7027
ST ATE ROUTE " 4
P,I, NO, 250550
INTERIOR 1929
SC/1LE IN FEET
J==':~~;'~M1iWf4Ii.- =~O
NOTE:
ALL REFERENCES IN THiS DOCUMENT" WHICH !NCLUD. ES ALL PAP[RS, WRiTli\JGS, DOCU:v!i::i'JTS.... I
DRAWINGS OR PHOTOGRAPHS USED, uR TO BE USED I~" CONNECTiO,'-J WITH THIS DOCl,:,C,\;, , ';-0
"STATE HIGHWAY DEPARTMENT OF GEORGiA'~ "STATE HIGHWAY DEPARIMENT", "GEORGIA STATE i
HIGHWAY DEPARTMENT", "HIGHWAY DEPl,,RTMt:NT" OR "DEPARTMENT" WI-'EN THE CONTDT ,
THEREOF MEANS THE STATE HIGHWAY DEPARTMtNT OF GEORGIA MEAN, AND SHALL BE c:,EU,iED I
TO MEAN THE DEPARTMENT OF H<ANSPORT AIION __ ,
DESIGN DATA:
T R AF F I C A. 0 ' T ,: 32, 400 ( 1996 )
T R AF F I C A. D, T ,: 4 7 , 000 ( 2016)
124 HR, TRUCKS
IT RUCKS
S,U,
COMB
SPEED DESIGN
FUNC TIONAL CL ASSIFICA TION:
13 TH
STREET
TO BE CLOSED DURiNG CO~~STRUCT!ON
" . ! 1/ fY I
PREP,\RED BY fit.-A..//ljjJ!. /l-J.'i&il"'C{.,~_
DRAFTER 1
31
81
21
11
35MPH
URBAN'1'gINClPAL ARTERIAL
RECO~:V,END[D FOR
SUBMiSSiON BY:
R~;a."
DISIR!CT D[S!G~I E~;GINEER
E&/N PfCVECr "-.
p.O'T. >TATION ':.
MILI;'I'O!T 2+. cl'+OO. 60 . ::,
"
fvlILGpc>-T 0+15 ~
p" INT&~'eCTICN
SUB\~ITTED r--OR /J '/J. g /~-#~
APPfW'/AL BY ,Jj/~ ~/l7J0
D'S-RICT p.,-~O\" ""c, ~~'ON i:"IG"'-'-R
<.. i "\ I\LIv, J...:; i i,G,,,,,, I." l-i' 11..l:..t \
r------------
RECOMMEr--IDED FOR
A!"PROVAL BY: ___.__.-_._______
~J-l~ N/~ ~.
'h. _ ;//~'
NOTE: ALL WORK TO BE DONE IN ACCORDANCE
WITH THE STANDARD SPECiFICATIONS Or- THE
DEPARH>lENT OF TR/\r--iSPORT ATION OF GEORGiA
CURR!::NT EDITiON AS l\i~fJROVm BY TI-IE
FEDERAL HIGHWAY AD~1INISTR/\TION
DISTRiCT ENG:c,[ER
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-------u.NGTH--OF rCORC..;ECT ---ICcU.N1YNo'2.'i-5' I
~I'R 4- _-113H\ SiP-cH WALTON WA~
I ,"1ILES
TOTAL
L ___~~-7:~i ~P~~_.~___-=_===-
CHIEF ENGINE[~
r: -.----.-.---.--.-.. ._________.__n_________ '-"'-'-1
f'~.L ANS COM~~ I.s.L2..__'3- 6- % ___m ---....--------.-------1
ll'i.VISIONS -----. ~~~-~~6 ---------.--..-----------.-.---1
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ITHE QAT A TOGETHER WiTH ALL OTHER-iNFORMATION SHOWN-ONTHESEPLANS,OR~NY-WAY
I ir--IDICATED' THEREBY, WHETHER BY DRAWINGS OR r--IOTES, OR iN AN'( OTH[R k1ANNER" ARE B/\SED UPON
,r-IELD INVESTIGATIONS AND ARE BELIEVED TO BE iNDICATIVE OF ACTU,\L CONDI fION:>. HOWEVER THJ
SAME ARE SHOWN AS INFORMMION ONL Y, AI~E NOT GUARAi'HEED, AND DO NO} BIND THE DE~ARTMI:.NT
OF TRt\cJSPOi~T AT ION iN ANY WAY. THE ATTENTION OF THE BIDDER IS SPECIi,ICALl. Y DIRECTED TO
I~RTICL[S 10204, 10205, tlND 104.03 OF 1 HE ST A!\IDARD SPECIFICATIONS OF THE DEPAIHMENT OF
TRA!\JSPORT t\TiO~J STATE OF Gr'ORelA FOR CONSTRUCTION OF ROADS<\ND BRIDGES, CURR[,\JT
,".:OIT!ON AND SIJP'Pl.E:ivlE~l S THLRETO: (\ND ..\CJY f.10DWICATIONS THERETO, WHICH WILL BE A PNn m' I
[_-,liS CON1~r,AcT____._.__.____...__.____.__._ .---J
TtJ/5; PROJE C.T
NET LENGTH OF ~OAD~AY
NU l.lNGTH OF 3?IDGES
INET LENGTH OF ~PO"~CT
INET LENGi H or- ~~^Ct:'J'i!GNS
GROSS LENGTH OF PRGJEC~
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IS LOCATE)) 501. IN CN\i'fRE5S laNAl' Dl&TRICT 10 AND 50'(. IN
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STATE
GA.
PI\OJECT NUM8EI\
STP-7027(3) RICHMOND
REVISED 3/08/96
REVISED 4/02/96
REVISED 4/15/96
REVISED 4/17/96
SHEET TOTAl.
NO, SHEETS
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-----------. -....---..------... ._._-------_._-----~-~---
SUMMARY OF QUANT / T / ES SHEET TOTAL
STAn; PROJECT NUMBER NO. SHEETS
GA. STP-7027-( 3) RI CHMONO
REV I SE8 3/08/96 REVISED 4/15/96
REVISE 4/02/96 REVISED 4/17/96
TRAFFIC CONTROL it TEMPORARY EROSION CONTROL SURFACING QUANTITES
STP-7027-(j) LUMP ITEM UNIT QUAN. TOT AL
ITEMS ADD,
CONSTR MAINTAIN & REMOVE UNIT MAINLINE TOTAL
LI N FT 500 500 PAVING
BALED STRAW EROSION CHECK
SILT FENCE TYPE A LlI/FT 500 500 RECYCLED ASPH CONC Eo GP I OR 2. INCL BITUM MATL & H LIME TON /050 /050
GRADING COMPLETE S/LT FENCE TYPE C LI Ii FT 100 100 RECYCLED ASPH CONC B, GP I OR 2, INCL BITUM MATL & H LIME TON /80 /80
EROSION CONTROL - STP 7027(3) LS LUMP LUMP BITUMINOUS TACK COAT GAL 630 630
STP-7027-(j) LUMP RECYL. ASPH, CONC, LEVELING INCL. BITUMINOUS MATL. & H LIME TON 1/45 1/45
RECYCLED ASPH CONC BASE, GP I OR 2. INCL BITUM MATL & H LIME TON 705 705
AGGREGATE SURFACE COURSE TON /05 /05
RIGHT OF WAY MARKERS REQUIRED . THE TEMPORARY EROSION CONTROL OUANTITIES ARE FOR EST/MATING
STD. 900j PURPOSES ONLY AND TO AID THE CONTRACTOR IN PREPARING HIS 411 CONCRETE SIDEWALK
EROSION CONTROL PLAN,
10 EACH TRAFFIC SIGNAL INSTALLATION NO - I GA. STD. 9031 - W
QUANTI TY
LOCATION SQ. YD.
TOT AL LUMP STA. 22+67 TO 25+19 LT 420
CONCRETE CURB & GUTTER STA. 23+53 TO 25+19 RT 443
8/1X 30/1 TYPE 2 STD. 9032-8 (STANDARD REFLECTIVE) STA. 54+89 TO 55+15 LT 43
, RAISED PAVEMENT MARKERS
STA. 55+70 TO 56+00 RT 50
STATION TO STATION SIDE LI N.FT. LOCATION TYPE I TYPE 3
STA. 22+60 TO 25+2j LT 289 EACH EACH STA. 22+49 TO 22+72 LT 43
STA. 22+47 TO 2j+59.5006 RT 13j (YELLOW) (WHITE/RED) STA. 22+37 TO 22+61 RT 49
STA. 2j+87.4148 TO 25+21 RT 141 STA 50+00 TO 61+11 10 93 TOTAL 1048
STA. 51+00 TO 51+89.7992 RT 102 STA 18+29 TO 26+00 14 42
TOT AL 665 TOT AL 24 135 I GRASSING I
CLASS " B /I CONCRETE BASE OR STP-7027-(j) LUMP
PAVT. WIDENING UTI L I TY ADJUSTMENTS
cu. YOS. DESCRIPTION LOCATI ON QUANTI TY MILLING I 1/211 DEPTH
TOT AL 2 REMOVE WATER MAIN. 12 IN STA, 22+50 TO STA, 23+Z0 70 LF TOT AL 8842 SQ. YDS.
TO BE USED AS DIRECTED BY THE ENGINEER REMOVE WATER MAIN. 24 IN STA. 23+38 i'O STA. 22+38 100 LF
WATER MAIN. 12 IN STA. 22+50 & STA, 23+21 2 LF REMOVE STEEL STRAIN POLE
STEEL STRAIN POLE TP IV WATER MAIN, 24 IN STA, 22+47 TO STA, 23+38 JL/~ LF TOT AL 4 EA
INCLUDING LUMINAIRE ARM GATE VALVE, 24 IN STA, 22+54.5 I EA
INLINE PLUG, 24 IN STA. 22+ 13 I EA I
TOT AL I EA STEE L STRAIN POLE TP IV I
. ILLUM SIGN SYSTEM ON 4
MAST ARMS TOT AL j EA
8/1 CONCRETE VALLEY GUTTER STP-7027-(j) LUMP PEDESTAL POLE
TOT AL 20 SQ. YDS. REMOVE HANDRAIL TOT AL 8 EA
STP-7027-(j) LUMP
CLASS /I A /I CONC. FOR THERMOPLASTIC STRIPING
CONCRETE REACTION BLOCKING 100 LF OF HANDRAIL INCLUDING METAL PLATE TO BE REMOVED
REINFORCED CONCRETE BRIDGE CULVERTS QUANTITY UNIT
CU. Y OS. T-PLASTIC PVMT MARK lNG, ARROW TP I /0 EACH
TOT AL 10 GA. STD. 2326 & SPECIAL DESIGN T-PLASTIC PVMT MARK lNG, ARROW TP 2 12 EACH
TO BE USED AS DIRECTED BY THE ENGINEER GA. STD. DESIGN fOO'GmO' CLASS 'A. BAR RE I NF. T-PLASTIC PVMT MARKING, ARROW TP j 8 EACH
FOR FOR BACKFILL CONCRETE STEEL ~ -PLAST/ C SOLI D TRAF STR I PE, 5 IN WHITE 947 LF
LENGTH SIZE BARREL MATERI AL
REMOVE & RESET 4 / CHAIN STATION WINGWAUS CU YDS. LBS. T-PLASTIC SKIP TRAF STRIPE. 5 IN WHITE 452j GLF
LINK FENCE SKEW AND T-PLASTIC SOLID TRAF STRIPE 5 IN YELLOW 1977 IF
PARAPETS CU r OS, BARREL VM&PAR BARREL WW&PAR
LI N FT. FTXFT T-PLAST/C SOLID TRAF STRIPE. 24 IN YELLOW 17/ LF
50 LF 23'00 75' 76 OUAD SEE DETAIL 125 167 91 23180 529 T-PLASTIC SOLID TRAF STRIPE 8 IN WHITE 662 LF
FfR I
7X4 WW PAR
PCBDTB
250550SU. DGN
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_ PHOJECT NUMHEH NO. SHEETs
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MAY-0J-1996 H!ll30
~ RICI-f""O-ID CO.
1 7e6 733 7825
PLAN - TEES
,~
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SECTION X-X
BENDS &. TEES
PLAN &. ELEVATION
PLUGS
6' OIAMET.." aF' pIP'; p"-vs 4"
TEST PRElWRC . 2,00 V'I
SOIL BU"INI VALlIE. 2.000 L.i:';"tII SO,,;., WA. uno A. T~t pftCUUIIC r~Ar T~i. SOIL,'W.u'--
tx"ECTfD TO 'UfIl'ORT WHICH" AVI"AIl WUL. DRAIIlED UD CLAY
AND DISINTURATEO ROCIl WCT CLAY, lIE\\' PillS, ANO OTHE" toI'Td!ARTH
WilL SUPPORT APPROXIMATELY 1,000 us. '(11 50. n RO<:MY CLAY,'SOUTH
&IO".IA HARD PAN AND NORTH KOMIA l"IATHIUD ROCK WILL IUPI'OIlT
AppJll)X'MATELY 1,000 L II, PI" SQ, fT. . , ,. ~'.'"
COICIllTE~'lOCXIN' OUAILS "0" 'Nroll'UTION OHlT, CQNCRETt ILO<;llIIfCl A. SHllWN'MAT IE
Mool,lEO TO FlT LO<:At. CONDITIONS AS OIUCTEO IT THI: U""UIl.. .
'10M l-70,!-7J)-'r8Z~
TOTR P.02
05-03-Q5 09.33 AM P,)2
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NOTES:
24" D.I.P. SHALL BE PRESSURE CLASS 250 PSI
PER AWWA C-151 WITH M.J, FITTINGS.
2. FITTINGS SHALL BE AWWA C-1I0 D.I.P.
WIT~ M. J, ENOS.
3, MEGALUG GLANDS SHALL BE USED AT ALL
MECHANICAL JOINTS ON FITTINGS AND PIPE.
4. CONTRACTOR SHALL CALL AUGUS TA- RICHMOND
UTILITY DEPT, FOR CONSTRUCTION COORDINATION
AND ADDITIONAL INFORMATION.
CONTACT:
N. MAX ~ICKS
2B22 CENTRAL AVE.
AUGUSTA, GA. 30909
(706) 736-8491
5. THE AUGUSTA RICHMOND COUNTY WATER
DEPARTMENT CAN HAVE THE 24" WATER
MAIN OUT OF SERVICE FOR A MAXIMUM OF 48 HOURS.
PROFILE:
HORIZ. SCALE: I": 50'
VERT. SCALE: I": 10'
310
--"t~"=
24 WATER LINE
300
Ii ExiST. 24 W. MAIN
EL,-29S.~
g90
li. RELOC TED Z4"
w. MAIN EL.-291.32
280
~OO
23 00
II;
21 00
,
I
I
THE CONTRACTOR SHALL CONTACT MR. HICKS
AT LEAST ONE WEEK PRIOR TO BEGINNING
ANY WATER MAIN WORK,
,
7, ALL GATE VAl1.VES SHALL OPEN TO THE RIGHT
.8. NO BUTTERFLY VALVES SHALL BE USED ON TH'IS PROJECT, ~ c:c)
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DATE
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GEORGIA
DEPARTMENT OF TRANSPORT A TI ON
~TER LINE RELOCATION PLAN
PROJECT STP-702T(J!
COUNTY RICHMOND
SCALE IN FEET
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