1-1998-014 OTE, Electric to OLD CLR (Reference Only).pdf

CCJNVlNTiONAL SIGNS

PR:=JPOSED BIK[PATH

LcN I1:_R LIN!:_

FENCl LINl

0 UTILITY POLE

'--;ANITARY LINF - SAN----

TRAFFIC CONTROL SIGN~;

PROPERTY LINE

CULVERT

~.AA,NHOLE

RETAINING WALL

SEWER LINE

CATCH RASIN

RICHT OF I/VAY

\NATER LINE

--- R/VV--

W

□ [NCI Hv1ARK

INDEX Ot SHttTS

TITLE SHEET

::iCHr MA! IC Pl AN T1PiCAL PAVEMENT SECTIONS GlNERAL NOTES GE.NlRAL SUMMARY

SIGN SUB-SUMMARY

CALCULATIONS & GENERAL NOTES

STORM WATER POLLUTION PF<EVENTiON PLAN

D[TAIL[D PLAN

!'LAN / f"'ROFILE SHEET'::, CROSS SECTION':, '.:,IGN AND f"AVEMENT MARKING PLAN

DETAILS

RIGHT -OF -WAY PL1\NS

4 - 5 6 7

1 0 - 1 1

1 2

1 3 - 1 9

26 ~ 28

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

LINE DATA

BEGIN PROJECT - STA 6+ 66.04

1:_Nl) f--'RUJE:_Cl - STA /4+80.9:i

GROSS LENGTH OF PROJECT -

6,31401 LF OR 1.291 fv11.

CITY OF WESTERVILLE

FRANKLIN COUNTY

END PROJECT

===r~A~=~M~AX~TO~WN ROA_D_

L /;

I: .~0J i!i V) ' u '-' j " V)

WESTER\'!ll.E CORP. LINE

SUS<'END PROJ RESUME PROJ LENGTH STA 74+80 95 {"-'

STA

STA

STA

STA

STA

8+62 03 STA 9+49.42

31 + 79 09 STA 32+29.85

40+36 13 STA 40+77.51

49+ 70 50 STA 50+14.10

67+43.66 STA 62+70.98

TOTAL

NET LENGTH OF PROJECT -

6564.46 LF OR I .243 Ml.

OR

BEGIN WORK - STA 6+66.04

END \NORK - STA 74+80.95

WORK LENGTH -

bt\14.91 Lf-- OR 1.291 Ml.

DESIGN DATA

DESIGN SPEED

DESIGN VOLUME

20 MPH

600 ADT

UNDERGROUND UTILITIES

TWO WORKING DAYS

BEFORE YOU DIG

07 '9 U / .0,

50.76 41 3R 43 60 27.32

250.45

CAI I 1 -800-362-2764 (TOLL FREE)

OHIO UTILITIES PROTECTION SERVICE

NON-MEMBERS

MUST BE CALLED DIRECTLY

DE_LAWARE_ CO ~ "" "'i=== COUN!Y UNI:. ROAD

OLD COUNTY LINE ROAD

/!c=c==;';=~=7Foo =~-ffiANKUN \~~--1

LOGAN All.I~ "'

- l

MOSSMAN , P

FRANKLIN CO ~~~=I====;~ EAST B- ROADWAY ST.

=:J\ I

U"'°LN ST 7\i:;.d_, .

WES1TRVILLE CORP UN[ E ~N sr\ ~ ~Fir===', COLI.EGE AVE

_ E.4STw000 AVE

BEG 1N PROJ[CT

STA 6 +66.04

SCHROCK RD.

~"', \ ~ PARK ST

-~~~~ ELECTRIC AVE.

~- Cl l[RRINGTON RD

___JLJ

LATTITUDE

N 40" 70'

LOCATION PLAN

LONGITUDE

SCALE IN MILES W 82' 55' 40"

0 1/2 1 MILE

SCALES

0 25' 50' 100' 150'

PLAN -----~

PROFILE (HORIZ )

0 25' 50' 100' 1 50'

~ I I

PROFILE (VERT J 5' 1 0' 20' 40'

I I

1997 SPECIFICATIONS

THE STANDARD SPECIF1CATIONS OF THE STATE OF OHIO DEPARTMENT OF

TRANSPORTATION INCLUDING CHANGES AND SUPPLEMENTAL SPECIFICATIONS

LISTED IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.

I HEREBY APPROVE THESE PLANS AND DECLARE THAT THE MAKING OF

THIS IMflROVEMENT WILL NOT REQUIRE. THE CLOSING TO TRAFFIC oc:- THE HIGHWA,Y AND THAT PROVISIONS FOR Tf-iE fv1AINTENANCE AND SAFETY OF

TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND ESTIMATES

APrRO'✓ED

JATE

APPROVED

DATE

APPROVED

CITY ENGINEER, CITY OF V✓ ESTERVILLE

Dl'c . ;J. ;I. / 9 'f ~

DIRE'C R OF PARKS AND RECREATION, CITY OF WESTERVILLE

A,,;z.,: MI:

CITY MANAGER, CITY OF WESTERVILLE

DA.TE ~.. .t ' I ~"'

APPRO 1✓ED

DISTRICT DEPUTY DIRECTOR OF TRANSPORTATION

[)ATE

APPROVED

DEPUTY DIRECTOR, DIVISION OF DESIGN

DATF

APPROVlD

DIRECTOR, DEPARTMENT OF TRANSPORTATION

DATE

w _J _J

>>-0:'.: <(

~3:

(f)W

PLANS PREPARED BY STANDARD CONSTRUCTION DRAWINGS SUPPLEMENTAL SPECIFICATIONS w~ 3:-

CIVIL ENGINEERING ASSOCIATES,

'3015 ANTARES ,I\VE.

COLUMBUS, OHIO 43240

614 433-9015

?NGINEERS SIGNATURE

Fi LE

NO. FRA

,NC. ooaO~OOOll'<>o..,, ' 00 OF "'• oooo i, l o,.,,,., l o ,,. ,,.,,,, o,,_ "• ' .. .. "

J '? / JAMES ·•./o '\.

'Ii • • "

!"'Of OLAUSlN ~o:::!

;. ,:, ' ... • 4 ·u' 4 ' Lu ~ "' ~ 'f1 11U. V ,) Q ; i:, t~·-,,:t'- 4.,/~~i

• • 0 <1- • • '"'~ <!' ·•. IS l t. ·•· 0°' ~"'

·--~,~NA~--~';:..··'

0"'1'uooo00ooouo ,oQ

WESTERVILLE BIKEWAY

DATE OF LETTING ___________ _ 19_

CONTRACT ____________________ 1

NO.

BP-5.1

F-1

MC-1

MC-4

MC-11

BP- 7.1

MT -95.31

c.£-2.- If

DATE NO. DATE NO. DATE 1 m 10-28-94 TC-41 .20 4-21 -'flf 80fo <(

11-10-83 TC-42.20 3-26-79 802

8-1-78 TC-52.10 4-3-79 931

7-26-76 TC-52.20 4-3-79 944

4-13-90 7-19-94 5-02-94 r-="'="",--,-=.,..-,~=-....,,...,,,....=,...,..,~-="'ee-='="""~.,,...,..--------1 O:'.:

DEPARTMENT OF TRANSPORTATIO~~ LL

FEDERA.L HIGHI/VAY AD~,11NISTRATION

8-1-78 820 j-18-92 APPROVED 10-30-92 CITY u~ COLUMBUS

10-10-88 AA-S 1 33

5 - 1-1'1 AA-S141 DIVISION ADMINISTRATOR DATE

II SCHEMATIC LAYOUT PLAN

' I

II

__ \,_1,A_X_T-::::C_'_; \/-::::vN-::::==R-::::0-:::::A-::::C-::::, ====__) '~ ;' __________________ _

END

END

NCT TO SCAL[

PRn,JECT

WORK //

// STA_ 74+8095

I L, :r l et::

0 z

// ( '.:) I f--) f-· w w z

DELAWARE CO

I R.ANKLIN r·r, / COUNTY Ll~JE ROAD r~~ \, \ I eR/\NKLl~J \___ '"+U" r / u u

LOGAN A~.'~~--~

\MUSSMAN \L- '-

~---CURVE #26

n ;:(I rn---CURI/E #?~ 11 1 "_._..

7 CUkVL I I l I

___ i i'c_ ----~ L=====t:::;:::::::==========; L__- EAST BROADWAY ST ,~ I : R\. ,r # .-, ~ 1 1 ~ - , , , 1 c L . • _l -=--++------+t---i 60 +OU r: I I RVF # 7 7----t,., \.t-, ----tt 1_ -----i---------++----C U RVE # .-, 1

LINCOLN ST. --~' -~---~ ~-- ~ CURVl #l.U

• • I i--1-------++--------c URVL # 1 9

CURVF # 11_ R7 \ \ E. HOME 1ST t CURVE # • 1 .- n CURVE

\ I ! I ~ ,_Q_±:.fil~'!::::=========f-t::-;=;-;-w~---;:::,~--CURVE

F - M .I\ I N c, T \ -- - - :.:,_o_+ o_o---1:-..... F====----l-J-': ,C:::_'O:::"L='L=-'E=-'G='-', E=----'-A:'.'V'_LE::_:_---Cu RV E C U RV E # 1 7 \ ~~ i - C IJ RV E

CURVE # 1 I \ \ L_--~ --:: EASTWOOD AVE.

\\-·- J CURVE #10

~ AVE CURVE #9

\ 4U+UU CURVE #81

CURVE #. 6 __ __j\,-\--\ _____ ~-+-t-2 -----++-- CU kVl #

CJ RVE # ':;, 0} \\\~ ~--1--~+-+ ~ ----++-~ ~ ~ ~~l i;

Y--1

--<' \ \I I ' \\ 30 aQQ I I WALNC T ST.

I ('I . \

~\\ \ I 1<'\\ I\

Lr:

er

~,, \I,' C'.L,'R'v'c #··,_-.

~~\\\ ~----~1+-:n, n=-' =========ti====- • L ...'.

I.----".- l- 1, CU RI/E # 1 :::_'.,\\ llAKLANl) AVl. \

\\ \ ILLINOIS AVE.

\\ ELECTRIC .t..VE. \-- -

\,.__ _______ CHFRRINGTON Ri!.

I j

#16 #15 #14 #13

~~CH ROCK R,J1°1u -----•--==-------, '--~,-\ __ ,,_\ ____ -_

\I \

BEGIN

BE c_:; IN

PROJEC.T

WCJRK

STA 6+66 04

I

I ' I I I

PC Slo - 19+54.44 PI Sta. - 19+68.26 PT Sto - 19+81.91 6 - 15'44'26" [)e - 57"17'45" R = 100.00' L - 2747' T = 13.82' Ch - 2/ . .59'

Curve No. Q') PC Sta. - 37+82.52 P.i. Sta. - 38-t-19.18 PT Sto - 38+5503 6 - 20-46'19" Llc - 21:r..so·'.Jc: ..

R - 200 00' I -7251' T - 36.66 Ch - /1.11'

Curve No. (13; .,___.

P.C. Sta. - 48+ 74.38 l-'.I_ Sta. - 4d+o4_4j PT Sta -- 4e + 94 ,; 1 6 - 11'2R'42" [)c - '.J7"17'45'- R - 100.00'

L - 20 OT

T - 10 05' Ch - 20 00'

Curve Ne. (2o')

PC Sta. - 57+58.62 Pl Sta. - 57+63.12 P.R.C. Sta. - 57+67.62 6 - 05"09'17" De - 57"17'45'

1 - ci nn· T - 4.50' u-, - /j_':J:j

REFERENCE LEGEND

REFERENCE

BALLOON

( CR )

\J

( RET/

(BP,)

TEM

N IMRFR

ro r, ro

LU.!_

ITEM

FENCE REMOVED

FENCE

CURB REMOVED

[)RAINA(:;[

""ii-, Rc-•in11E[l VV f- L ......_ c__ I\,,,,_. V ;

,f' cnNC-:RFTF WAI K

CURR RAMP_ AS PFR Pl AN

RETAl"JING WALL

BOLL.ARDS - PERf.A.A,NENT_

ROI I ARr:lS C-:0I I ArSIRI c-

T'iPICAL INTERSECTION DETA.!L.

SEE SHEET 25

REFERENCE !TEM

BALLOON NUMEl[R

(WAT)

/ TL )

I - ;

( I JR I

( c-c- i

( SB)

\ I ' /

} r,, 7 L.. , __ ,:

ITEM

WATER SERVICE BOX

ADJUSTED TO GRADE

STOP LIN[

WH!TE

CRUSSWALK. L Nl

RAIi IN(:;S

F!L TER F.t\6R!C FENCt

STRAVV C)R HA\' 9.t\LES

Curve No.® PRC Sta - 19+8191 Pl. Sta. - 19+95.73 P.T. Sto. = 20+09.J9 6 - 15'44'26" De - 5 T 1 7' 45" R - 100.00' l - /7 4 7'

T - 13.82' Ch = 2/ . .59'

Curve No.@

CurvF Pr Sta - l4+98 80 P.I. Sta_ = 35+12.15 F-'.:. Sto. -- 3~,+2~1.J't

- 1 5· 1 2 • 1 2" De - 57"17'45" R - 100 00

T - 13.35' Ch - 26.46-

Curve No. 191 ---j

CURVE DATA

Curve> No i4I ·~·

PRC Sta - 35+25 34 PI Sta. - 35+38.69 P.T. Sto. - ~1~1+'.::11 .87 6 - 1 5' 1 2 ' 1 2'' De - 57'17'45" R = 100.00

T - 13.35' Ch - 26.46'

Curve No.

P.R.C. Sta. - 38+55 03 P.1 Sta. - 38+91.69

P.C. Sta. - 41+94.34 P.I. Slu. - 42+03.60

P.C. Sta. - 42+48. 74 P.,. Stu. - 42+58.00 PT Sta. - 42+G7.21 6 - 10·34·55"

PT Sta - 39+2754 6 - 20'46'19" Llc - 28' 38 52"

R - ~DC•.00'

I - 77 S 1' T - 36.66'

Curve No.

PRC Sta. - -48+94.41 1-'.I. ':ita. - 49+04.46 PT Sta - 49t 14.45 6 - 11'28'42" De - 57°17'45" R - 100.00' L - 7n o,·

LV, '-'

T - 10.05' Ch - 20 00'

Curve No ~ , __ l::. - 10·34·55" De = 57'17'45" R - 100.00' I_ - 1847' T - 9.26' Ch = ~.5.44'

Curve No. (15)

PC Sta_ - 50+87.06 PI Sta. - ::,0+88.4/ PT. Ste. - 50 t04 87 I', - 07'70'70" De - '.J7'11'4'.::i" f~ 1 UCJ.OCJ' L - 12.81' T - 6.41' Ch - i 2.80

Cur"~ Nn ~ .,. , ,_, \~L)

De - 57· 17'45" R - 100.00' L - 1847' T - 9.26' CJ-1 - i .g 44'

Curve No. (16)

P.C Sta. - 51+13.35 1-'.I Sta. - '.J1 -t-19 lb P.' ~,tc. - 51-+26.lE /\ - 07'?0'?0" Uc - ':J /" I / '4':J ..

- 12.81' T - 6.41' Cr - 12.80'

Curve No. 123)

No ('S')

PC Sta P I Sta.

- 36+20 85

- 36+36.86 p T.

/\ - 1 s· 1 1 • 4 2" De - 5 7' 1 /'4':J" R - 1 uo.oc.:· i - 7 ,1 7P,'

T - 16.01' Ch - j i 62'

Curve No. Q 1 )

PC. Sta. - 47+67.39 P.i. Sta. - 47-t-80.74 PT Sta.= 47+9',92 6 - 1 5· 1 2 • 1 3" De - 57'17'45" l - 7654' T - 13.35' Cr: - 21:i 46'

Curve No. (17)

P C Sta. - 54+ 15.54 1-'.i. Sta. - ':J4+22 09 P T St·J - 54 + :28 62 /\ - 07'29"49" Uc - ':J/°1/'4':J"

L - 1.308' T - 6.55' Cr1 = 13.08'

Curve No. @ P.R.C. Sta_ - 57+67.62 P I Sta. - 58+82 06

PRC Sta. - 59+96.46 P.1 Sta. - 60+05.37 F•_R C ",,ta. - 60+ 14.23 6 - 1 o· 1 1 ·02"

PRC Sta. - 60+1423 P i Sta. - 60+22.27

PC Sta. - 62+50.48 P.i. Sta. - 64+42.39 P.T Sto. -- 66+34.16 6 - 03'49'22"

F) D L- c,a- = "''+''.:.b- 4F, '' \. . _, ~ . ·J :J ::;.t • '-· l::. - 02'16'45" De - 00·59·45"

R - 5,752 GS'

I - 77P, P,4' T - 114.44' \..,/-1 - LLij.ijj

De - 57'17'45" F.' - 100 00.

I - 1 7 77' T - 8.91'

F, T c,ta - 5.n+ ~r1 7,Q. .,._, J-JL-

1\ - ng· 11 ·c.y De - 57'17'45" F' - 100 00' I - 7 f, ()~'

T - 8.04' Lh - I b.ll4-

De - 00·59·47''

I - )P,, fP,'

T - 191.91' Lf-1 = JbJ.b I -

Curve Ne.@ PRC Sta - 36+5261 P.I Sta. - 36+68.62 ~ 1 l :_~to = Jb+04.j6 6 - 18'11'42" Llc - ::,/'1/'4':J" R - "1 oo.oc·

T - 16.01' Ch - j1 .62'

P R.C Sta - 47+93.92 P.:. Stu. _c__ 4E-+07.27 PT St,'J = 4.~. l 20 4F;

l::. - 15·12·13" Llc - '.J T i 7 • 45" R - 1 oc,.oo· I - 7fi .54' T - 1 3.35' U, - C:6.46'

Curve No. (8) ,_, PC Sta - 54+38.51 i-' , Sta. - ::,4+4'.J.Ub

Curve No. 09) . ,-

P. C. Sta. - 55+87.49 PI Sta. - 55+92.59

P~ S<:_a - 54+51.6() P.T. Sta. - 55+97.69 f', = 0 7'29'49" Uc - ::, !' 1 7 '45" r, , n,, r.r,, t\ = : UU.UU

L - 1 3 08' T - 6 55' Ch - : 3.08'

Curve No.§ PC. Sta. - 69+20.57 Pl Sta. - 69+21.89 PT Stu - 69+.23.2!

!\ - 01'30'43" De - 57'17'45"

! - 7.f4' T - 1.32' Lil = ,'_04· t-. - 05'50'33'' De = 57'17'45" f,? - 1 ou.uu· I - 1 () '.)()' T - 5.10' Cl, -

C:.irve Ne. f6J

PC Sta. - 71 +84.32 Pi. Sla. - 71+86.60 ~· T :.to -:-- 7 1 +-~•g_,g,~.

l::. - 02'36'54" De - 57'17'45' F' - 1 00 0C' I - 4.Sf' T - 2.28' Lil - 4.:io z CX) 0 L() 11_ v z :5 Q_ u I w I u (f) w _J _J

0::: <(

~s (f)W w~ 3-lm

0:::

LL

STA!IUN 9+49.42 10

STATION 14+CO.OO TO

STATION 1 6 t ':,O 00 TO

STATION 19+50.00 TO

STATION 22+CO.OO TO

STATION 25 t 00.00 TO

STATION 26+CO.OO TO

STATION 28+CO.OO TO

STATION 31+6E',00 TO

STATION 7 '>+ 0 9 8" -...JL L , '-") TO

STATION 33+::io oo ro

STATION 38+00 00 TO

STATION 39+00.00 TO

2' -0" 10'+0"

0.0200

STATION 4.S t 25.00 TO

2' -0"

4' -0"

ROUNDING

" ,I t· '>-, •

_J~~-~"

CROSS SLOPE

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

0.0200

1 3+50.00 1 G+C0.00 19+00.00 21 +50.00 24+5000 25+50.00 27+50.00 29+50.00 31+79.09 33+00.00 3 !+50.00 ,38+50 00

40+36.13

2 • o"

" ) u . )

STATION 49 t 70.50

CROWN

LEFT

RIGHT

CROWN

LEFT

CROWN

LEFT

CROWN

CROWN

CROWN

LEFT

CROWN

LEFT

10'+0" 2' -0"

4' -0"

'RC> 1 1 ~ ROUNDING

c; FJ/o. Dr

* DIRECTION OF CROSS SLOPE NOTED BELOW

TRANSITION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

STATION

:_ 1 ISTIIJC

ST,\TE ST.

- 1,\VL l,i :_ IJ

BETWEEN STATIONS

40+77.51 TO

42+00.00 TO

47+87.15 TO

50+14.10 TO

61+50.00 TO

62+71.62 TO

65+00.00 TO

66+00.00 TO

69+00.00 TO

70+00.00 TO

72+50.00 TO

GU'l~~ /

NOT LISTED

CROSS SLOPE

STATION 42+00.00 CROWN

ST/,TION 46+ 16.80 LEFT

STATION 49+ 70.50 L[FT

STATION 60+50.00 LEFT

STATION 62+43.66 RIGHT

STATION 64+50.00 RIGHT

STATION 6::i+::i0.00 CROWN

STATION 68+50.00 RIGHT

STATION 69+50.00 CROWN

STATION 71 +50.00 RIGHT

STATION 74+80.95 LEFT

3' -0" 1 o • o" 5' -o"

0.0625 0.0200

STATION 6+66.04 TO

PROF,,,

CPAJ[

STATION .5+62.03

2' --- O"

MIN.

0.0625• 0.0200*

., , O" L -

! ---+~=~========~::±:~===f '=====f==--

~ c J-------7-·

- -j ' L

STATION

STATION

-} c:-:)

30+00.00 46+ 1 6.80

1 I I

TO

TO

* CIRECTION OF CROSS SLOPE NOTED BELOW

CROSS SLOPE

STATION 31 +68.00 RIGHT

STATION 47+87.15 LEFT

C) r';')

(0

LEGEND

ITEM 203 - SUBGRADE

COMPACTION

ITEM 304 AGGREGATE BASE

ITEM 448 1 1 /2" ASPHALT CONCRETE

INTERMEDIATE COURSE. TYPE 1, PG 64-22

ITEM 448 I I /i' .ASPHALl CONCRETE

SURF.ACE COURSE, TYPE 1, PG 64-22

ITEM 518 - 6" PERFORATFn

CORRUGATED PLASTIC PIPE

ITEM 608 - 4" CONCRETE

WALK - CLASS C.

ITEM 659 - SEEDING

& MULCHING.

ITEM 305 - .g" REINFORCED CONCRETE BASE WITH 4 X 4 - Wl.4 X W1.4 WWF SET MIDlll:.PIH

ITEM 407 - TACK COAT

@ 0 I GAL. PER SQ. YD.

ITEM 40.S - BITUMINOUS PRlf.l[ CO.AT

(NON-POLLUTING) @ 0.4 GAL. PER SO. YD. 1-----1

RFVlf-W C.lF DRAINA(3l f-ACILI I llS

BEFORE ANY vVORK IS STARTED ON THE PROJECT, AND AGAIN BEFORE FINAL

/\CCEPTANCE BY THE STAT[, REF'RESENTATIVES OF THE STATE AND THE

CCJNTRACTOR, ALONG vVITH LOCAL REPRESENTATIVES, SHALL MAKE AN INSPECTION Ot THE EXISTING SEWERS WITHIN THE WORK LIMITS WHICH ARE TO REMAIN IN SERVICE ANn WHICH MAY RE AFFFCTEn BY THE WORK THE CONDITION OF THE

EXISTING CONDUITS AND THEIR APPURTENANCES SHALL BE DETERMINED FROM FIELD

OBSERVATIONS RECORDS 1::iF INSPECTIONS SHALL BE KEPT IN WRITING BY THE C1TY.

A! l Nf-W CONDUITS_ INI f- J '; CA.l CH BASINS AND MANHOLES CONSTRUCTED AS A.

PART OF THIS PROJECT S>-7ALL BE FREE OF ALL FOREIGN MATTER AND IN A. CLEAN

CONDITION BEFORE THF PRO,JFCT WILL BE ACCEPTED BY THE STATE

ALL EXISTING SEvVERS INSr'ECTED INITIALLY BY THE ABOVl-MlNTIONE.D PARTIES

SH/\LL BE M/\INTAINED AND LEFT IN A CONDITION REASONABLY COMPARABLE TO THAT

DETERMINED BY THE ORIGINAL INSPEl~TION ANY CHANGE IN THE CONDITION RFSUI TING FROM Tf-iF CONTRACTOR'S OPERATIONS SHALL BE CORRECTED BY THE (~ilNTRACTOR Tn THF ,-:;ATl'-:;FAC"-:TION OF THF l~ITY FNGINFER.

PAYMENT FOR ALL OPERA-,-IONS DESCRIBED ABOVE SHALL BE INCLUDED IN THE UNIT

r)RICF BID FOR rERTINE~~T 60.3 CONDUIT ITEMS OF THE CONTRACl.

UND[RGROUND UTILITl[S

THE LOCATIONS OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE AS

OOTAIN[O 1ROM Tl I[ OVVN[R'S 01 Tl I[ UTILITY AS REQUIRED BY SECTION

15.3.64 ORC.

'NI l[R[ F'LANS PROVIDE 10R A PROF'OS[D CONDUIT TO B[ CONNECTED TO, OR CROSS OVER OR UNDER Ll,N EXISTING SEWER OR UNDERGROUND UTILITY, THE CONTRACTOR SI 1ALL LOCA.T[ Tl I[ EXISTING PIPES OR UTILITIES GOTH AS TO

I INF AND GRADF RFFORF STARTING TO I AY THF PROPOSED CONDUIT.

IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONr"JUIT, OR

EXISTING APPURTENANCE TO BE CONNECTED, DIFFERS FROM THE PLAN ELEVATION

OR RE.SULlS IN A CHANGl IN THE. ?LAN CONDUIT SLOPE. THE CITY ENGINEER SHALL t::ll NO'lflllJ t::llfOf\L ST1\f-;T!NG CONSTRUCT:ON 01 ANY PORTION OF THE

PROPOSED CONDU T WHICH 5HAL 1_ BE AFFECTED BY THE VARIANCE IN THE

I: Xl':il INC ELEV/\ JION':i.

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

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

THE CIT'( ENGINEER SHALl BE NOTIFIED BEFORE STARTiNG CONSTRUCTION OF ANY l'ORTION OF THE l'ROl'OSED CONDUIT VvHICH \VOULC BE AFFECTED BY THE IN ILI\I Ll<:LNCL 'NIT! I ,Ll,N [XiSTING 1A.CILITY.

f' 11.YME.N T FOR ALL :HE_ OPERATIONS DESCRIBED ABOVE SHALL Bl INCLUDLD IN

THF CONTRACT PRICE FOR THE PERTINENT 603 CONDUIT ITEM.

RClUNDINC

!Ht. ~OUNDING AT SLOPE BREAKPOINTS SHOWN ON THE TYPICAi SFC--:TIONS

APPLY TO ALL CROSS SE:~TIONS EVEN THOUGH OTHERWISE SHOWN

CCJNSTRUCTION NCJiSE

AC I IVI I IL':; ANLl LAN'J U':it:. ALl,JAClN I IO I HI':- PROJlC ! MAY t:3l A~~ lC flD BY

CONSTRUCTION NOISE. !N ORDER TO MINIMIZE ANY ADVERSE CONSTRUCTION

NOISF IMPACTS, ANY POWER-OPERATED CONSTRUCTION-TYPE DEVICE SHALL

BE OPERATED BETWEEN THE HOURS OF 7 00 A.M. ANO 6:00 P.M. IN ADDITION

ANY SUCH DEVICE SHALL 1'~0T BE OPERATED AT ANY TIME IN SUCH A MANNER

THAT THE NOISE. CREATED SUBSTANTIALLY EXCEEDS THE NOISE CUSTOMARILY AND

N~ C:~ '.;'.,ARII Y A! l ~ N'.)~ N ! l I) TH~ RFASO\JARI F /\NI) FFFFC--:IFNT PFRFORMANCF OF SUCH i::OU 1PMENT

SEEDiNG AND MULCHING C.FEDING AND MLILCHINC ,-:;HAI I_ RF APPi lrn TO Al I ARFAc; OF FXPOSFD SOIi

BETWEEN THE RIGHT-OF -WAY LINE, AND WITHIN THE CONSTRUCTION LIMITS FOR

ARFAS OUTSIDE RiGHT-0~ -WAY LiNt:.S CUVi:.Ri:.Ll l:3Y WORK AGREEMENT OR SLOPF EASEMENT. QUANTITIES ARE BASED ON THESE LIMl~S.

VV;\ TERI NG

THE FOLLOWING ESTIMATED QUANTITl1S AR[ TO 01 US1D AS l)IRrCTED BY THE CITY

ENGINEER TO PROMOTE GROWTH ANO TO CARE FOR THE PERMANENT SEEDED AREAS

AS PER 6,59 09

6'.:J'] VVA 1 t:.R 22 M GAL.

,TE~v1 201 CLEARING A~~D GRUool1~~G, AS f-'ER PLA~~

IN ADDITION TO THE REQUIREMENTS OF iTEf/1 201, ,A.LL RAILROAD TIES SHAI I RE RFMOVrO WITHIN THF PROPQc;[[) RIGHT -or=- -WAY wnRK SHA.I I

INCLUDE REMOVAL AND DISPOSAL OF ASPHALT PAVEMENT, EXTRUDED

CONCRETE CURB AND OTHER INCIDENTALS. WORK SrlALL ALSO INCLUDE REMOVAL OF ALL TREES AND STUrv1PS V✓ iTHiN THE GRADING LIMITS \"H~THER .~R NlT -p~~,F-~1,- LY ~AARKE,-, nN 'HE Pl '·N·~ , .._, 'V, ''- t 1 , l), ('---- '.::) t( __ .! !(,_,, ,L_ , ,.,, '' , L) ,_-1 , , , ,_j---1._! ~-

TRIMMING OF TREES OR SHRUB BRAi\JCHES t:3RANCHt:.S UN l RlllS Uf-\ SHRUt:3S WHICH ARl I U Rt.MAIN SHALL UL 1 i~irv1MLLJ

TO GIVE ,A. CLEA.R HEIGHT OF 8 FEET ABOVE THE BIKE PATH SURFACE

AND FOR A. rv11Nlfv1UM OF 2 FEET BEYOND THE EDGE OF THE B!KE PATH SURFACE IN BOTH DIRECTIONS COST OF TRl~~M!NG SHALL BE INCLUDED IN

THE COST OF ITEM 201. CLEARING ANO GRUBBING. AS PER PLAN

IF MORE VERTICAL CLEARANCE IS RE.QUIRED BY THE CONTRACTOR FOR

CONSTRUCTION PURPOSES, ArrR:JVAL rv1usT BE OBTAIN[[) FR:Jrv1 THE CITY

ENGINEER, PRIOR TO TRIMMING AGOV[ THE 8' CLE.A.RANCE HEIGHT

ITFM 604 c:ATCH BAc:;IN GR,ATF, AS PER PLA,N

EXISTING CATCH BASINS SHALL BE tv100iFIED BY riEPLACING THE EXiSTl1\JG GRATES WITH BICYCLE SAFE GRATES. QUANTITIES ANO LOC/\TIO~JS AR[ SI IOV\lf\

IN THE PLANS AND SHALL BE PAID FOR AT THE CONTRACT PRICE FOR

ITEf/1 604, EACH, C.ATCH BASIN GRATE, AS PER PLAN

THE CONTRACTOR SHALL USE THE FOLLOWING GRATES

604, CATCH BASIN GRATE A USE NEENAH, R-3203-B TYPE A 22" so

604, CATCH BASIN GRATE B USE NEENAH. R-4370-4 TYPE G 1 5" DI.A.

604. CATCH BASIN GRATE C USF NFFNAH, R-49 ?, ' \...._J ,_I ,_I

E,04, CATCH E.ASIN (;RATE D USE NEEN.AH, R-4!:',::,9-c, TVf'[ ' . ..----.,,-----; '\ / o" SiJ_ ~- L l / ' \ -; -

BlNCHING (JF FOUNDAliC;N SL(JPlS

ALTHOUGH CROSS-SECTiONS INDiC,6,TE SPECiFiC Dl~/IENSIO~JS FOR PROPOSED BFNCHING OF THF Ffv1RANKf,1FNT FOUN[)1\TION IN CFRTA.IN ARFAS, NO WAVFR OF THE SPECIFICATION IS INTENDED. ALL OTHER SLOPED E~/IBANKfAENT AREAS

SHALL BE BENCHED AS SET FORTH IN 203 09 NO ADDITIONAL PAYMENT WILL

BE MADt:. r OR bt:.NCHING REQUIRED UNDE.R THE PROVISION':i Or 20J 09

CLEAR1\NCE

THE AREA 2•-0" tACH SIDE OF BiKEWAY PAVEMENT AND a·-o· UP FROM P.6.VE~AENT SHALL BE CLE,6,R OF OBSTRUCTIONS, UNLESS OTHERWISE PROViDEO FOR IN Tf-iF Pl ANS

GRADING

PROPOSED GRADING IS ALSO GENERAL IN NATURE ANO PR:JPOSEC CONTOURS

SHALL BE REVIEWED IN THE FIELD AND 1\DclUSTED /\S REQUIRED. MAXIMUfA SLOPE RESTRICTIONS SHALL BF AnHERED TO

ELE\/ATilJN DATUM

Al I Fl FV.~TIONS ARF RASFI) ON lJ S G S DATlHJ

WC)RK LIMITS

THE WORK LiMITS SrlOWN Of\J THESE PLANS ARE FOR PHYSiCAL CONSTRUCTION ONLY. THE INSTALLATION ANO OPERA l iON OF 1\LL TEMPORARY TRAFFIC CONTROL AND TEMPORARY TRAFFIC CONTROL DEVICES REQl_;IRED BY THESE PLANS SHALL

RF PROVIDED BY THE CONTRACTOR WHETHER INS!DE OR OUTSIDE THE 1NORK

LIMITS.

(f) w f-z _J 0:::

w z w w _J _J

>>-0::: <{

(f) w w~ ~-,m

TE M P(l~ARY ScJ IL ERC)SION AN[) SE[)I M ENT c:C)NTROL

DURINC CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TEMPORARY AND

PERMANENT SOIL EROSION AND SEDIMENT CONTROL PER THE STANDARDS

ANU '::if-'lCI~ ICA I ION'.::, 0~ I Hl ., WA I lR MANAGlMlN I ANU ::,lUIMlN I CON I ROL FOR URBANIZING AREAS" MANUAL OF THE SOIL CONSERVATION SERViCE.

THE FOLLOWING ESTIMATED QUANTITIES ARE TO BE USED AS DIRECTED BY THE CITY

ENC,INEER FOR TEM1'0RP-.RY EROSION AND SEDIMENT co~~TROL MEASURES:

207. TEMPORARY SEEDING AND ~1ULCHING

?07 Fil TFR FARRIC' FFNC'F , 659, REPAIR SEEDING AND MULCHING

659 WATER ,

21 11 SQ YD

5()0 UN.FT.

530 SQ.YD.

22 M GAL.

THE CONTRACTOR SHALL NOT ORDER MATERIAL OR PERFORM WORK LISTED IN

THE GENERAL SUMMARY OF ITEMS DESIGNATED BY THE PLAN NOTE TO BE

USED "AS DIRECTED BY THE ENGINEER" UNLESS AUTHORIZED BY THE CITY

ENGINlER. THE ACTUAL WORK LOCATIONS AND QUANTITIES USED AT THE ENGINEER'S DISCRETION SHALL BE MADE A MATTER OF RECORD av !NCORPCR.2\T!ON !~JTC THE F!Nt.,L CHA,NGE ORDER GOVERNING co~~PLET,ON OF

THI':. PROJECT.

ITEM 203 200 CU.YD. EXCAVATION NOT INCLUDING EMBANKMENT CONSTRUCTION

, I L' A I I IVI

L U--J

LUU CU.YU. LMLJANKMLN I

(~ R Cl ':, ':, ':, L (J P E TRAN S IT I (J N

TRAN'~ITION OF CROSS SL OPF FROM ONE SIDF TO THE OTHFR TCJ BE DONE

It✓ A 50 FOOT Mlf✓ IMUtv1.

~•r<lC,UNS TRlJCTION CC)NFERlNC:E

A PR[CONSTRUCTION coNr-ERENC[ roR THIS PROJECT WILL 8[ SCI l[OUL[D

BY THE PARKS AND RECREATION DEPARTMENT PRIOR TO THE BEGINNING OF

ANY CONSTRUCTION. INFORMATION PERTAINING TO THE PRECONSTRUCTION

CONFERENCE CAN BE OBTAINED BY CALLING 898-3664.

,, AC p I 11 LT" ·-> UU I

Tf--'E PROJECT CONSULT/\NT /\NO CONTRACTOR SH/\LL COOPERATE IN PROVIDING

INFORMATION TO DEVELOP A FINAL SET OF "AS BUILT" PLANS FOR THIS

PROJECT. THE ., AS BUILT" DRAWINGS WILL BE BASED ON THE CONTRACTOR'S

FIELD PLANS, CUT SHEETS, AND INSPECTOR'S RECORDS.

I HI:_ 1_:uN I kAC I UR ANU ::,U8-CUN I RAC I UR ::,HALL 8l ::,ULlLY Rl:_'.:::,f--'UN::,18Ll FOR COMPLYING WiTH ALL i-lulRAL, STATE.., AND LOCAL SA~ETY REQUIREMENTS, TC1CETHER W:TH EXERCISING PRECAUTIONS .AT ALL TIMES FOR THE PROTECTION

OF PERSONS (INCLIJDING EMPLOYEES) AND PROPERTY IT IS ALSO THE SOLE

RESrONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS ANO

PROGRAMS IN CONNECTION WITH THIS WORK

UTILITY OWNERSHIP

lHl rOLLOV✓ ING UTILITllS AND OVvNlRS ARl LOCAllD \,YllHlt~ THl WORK LlfAITS OF THIS PRO,IECT.

- SANITARY SFWFR:

(614) 890-8526

ATTN: PUBLIC SERVICE DEPARTMENT

CITY OF WESTERVILLE

350 PARK M[ADOW ROAD

1/1/ESTERVILLE, OH 43081

- STORM SFWFR

(614) 890-8526

ATTN: PUBLIC SERVICE DEPARTMENT

CITY OF VvESTERVILLE j··c.,·1 [)AUK ' 1~Al'i'YN R-'/D . vl, I !\ l'v1L.. L-,\_,\ , l_!-'\ /

WESTERVII_Lt, OH 4"'\(781

- ELECTRIC:

(614) 890-8540 ATTN: [L[CTRIC DiVISiON

CITY OF WESTERVILLE

1 39 EA.ST 8ROAO'vVAY STREET

WESTERVILLE. OH 43081

- CABLE

(614) 418-2117

TIME WARNER COMMUNICATIONS

1'.:'.'bb UUt:lLIN kUAU Co ' llMBIJ~ ~H 4~~ 1 ~ L. _, '-- ~, U , :iL , 0

- TFL FPHONE:

AMERITECH

(614) 773-8262

150 EAST GAY STREET, ROOM 6C

COLUMBUS, OH 4321 S

- G.AS

(614) 460-2222

COLUMBIA GAS OF OHIO

3550 JOHNNY APPLESEED COURT

COLUMBUS, OH 43231

- WATER:

(614) 890-8526

ATT~~: PUBLIC SERVICE DEF'T.

CITY o, W[ST[R\/!LL[

350 PARK MEADOW ROAD

WESTERVILLE, OH 43081

- ELECTRIC

(614) 464-7911

AMERICAN ELECTRIC POWER COMPANY

:21:J NUklH fkUNl '::ilklll, :=iTH ~LUUk [C:Jl UMRUS, OH 4,)71 :i

(J) w l o z _J 0:::

w z w w _J _J

0::: <{

~s (J)W w~ s-lm w 0 f-

~o w ::,C,_ (.)

GENERAL SUMMARY

:::, LL uw U" w, _j I <( u u

ITEM SHEET NUMBER ITEM GRAND

ITEM EXT. TOTAL UNIT DESCRIPTION

REF NO 4 5 8 9 10 1 1 12 13 14 15 16 17 18 19

ROADWAY

- - - --- - - --- ~ -- -- L- - --- - - __ .___ - -- - - - - - - + - --- -L - --- - - I-- - - - - ----- ---

201 201 11 001 LUMP CLEARING AND GRUBBING, AS PER PLAN

- - - L - - - L- - ----------- --- ---------- ---- - - --- --·---- - -- - --------

202 1 202 98100 1 EA. REMOVAL, MISC CONCRETE FOUNDATION

- - --- ----------- -- - -- - - L - - ' - - ------ - --- L -- ------ --- - - - - - . -- -

202 RW 968 152 346 202 30000 1466 SQ.n. WALK REMOVED

202 RC 1 2 24 36 12 24 202 .32001 108 LIN n CURR RFMOVFD, AS PFR Pl AN

- -- - - - - - L. -- - L - . -- -- - - -----

202 333 202 32000 333 LIN. n. CURB REMOVED I--- --- - - - --- - - ----- L- - -----L- - ---- - ' - ----

202 RF 92 815 695 202 75000 1602 LIN. n. FENCE REMOVED --------- -- ----- - • -- 1---------- - - I-- --- -- -- -------- L- -- - --- ---- - -- ------------- ------- --

203 200 203 13200 2285 CU.YD. EXCAVATION NOT INCLUDING EMBANKMENT CONSTRUCTION

203 700 203 20000 765 CU.YD. EMBANKMENT

203 7293 203 50000 7293 SO.YD. SUBGRADE COMPACTION

-------- ---- - --- ---- - --- ---- - - l------- -- ---- --- - - -- - - -

607 F 773 607 20101 777, eJ LIN FT. FENCE, TYPE CL, 6' HIGH, AS PER PLAN

-- -- L - ----- ------ ~- ----- ----- --

607 F 45 356 607 20101 401 Llf!JT. FENCE, TYPE CL, 8' HIGH, AS PER PLAN ~ - --- ------ - ~ - -- -- ---- -- ----- L ~

608 CR 1 2 3 1 2 608 54001 9 EA. CURB RAMP, AS PER PLAN

---- ----- - - ~ 608 cw 1907 608 10000 1907 son. 4" CONCRETE WALK

---- -------------~ - --- ~ 638 WAT 1 638 10900 1 EA. SERVICE BOX ADJUSTED TO GRADE

- ' - --- - -- -·---- ~ SPEC. BP 2 4 6 7 4 ') SPEC. 69098000 20 [A BOLLARD - PERMANENT ~ L

- L - - --- ----

~ SPEC. BR 1 7 3 1 2 ' SPEC. 69098000 10 EA. BOLLARD - REMOVABLE L I I

------ ---- - - - -- - --- -- ------ L - - - ------- ---

~ SPEC. 66 SPEC. 69065016 66 TON WORK INVOLVING PETROLEUM CONTAMINATED SOIL

38 202 34900 38 LIN. FT. PIPE REMOVED U)

EROSION CONTROL

- ---- ---- . 1----- - --------- - -- - --- -----

~ 207 71 i l 707 10000 2111 SO YD TEMPORARY SEEDING AND MULCHING

- - -- ---------- --- ~ --- ~ '"',(\"7 FF 500 46/'.J 2680 207 30000 7855 LIN n. FILTER FABRIC FENCE LUI

- --- ~ ------- - --- - .. ~ 207 '.JO 207 70000 50 EA. STRAW OR HAY BALES

1------------- - ---- ---- -- ------- - - - - -- -- - ---- - - µ::j

659 9434 659 10000 9434 SQ.YD. SEEDING & MULCHING

- - - -------- - - --- ---- - z f,59 22 ,-) ,-, 659 35000 44 M. GAL. WATER LL

- L - - - - -- ---- ---- µ::j 6:i9 '.JjC 659 14000 530 SO.YD. REPAIR SEEDING AND MULCHING

- -------- - --- ..... ------ c., SPEC. 13 SPEC. 60408600 13 EA. CATCH BASIN, MISC SEDIMENT FILTER

-- 1----- ·• ---- ' - - -- ..

DRAINAGE

L - - - ------ ~--- ~ -- --------·· -··--- - -- -- - - -- -----

8 603 16600 8 LIN.FT. 36" CONDUIT, TYPl C, 706.02 -- -- --- - - - 1-- ---- L -- - ------ -

603 212 70 18 603 04600 330 LIN.n. 1 2" CONDUIT, TYPE C ------ .L.._ ____ --- - -

604 I 2 604 09901 3 EA. CATCH BASIN GRATE, AS PER PLAN A

----- L -- L L ------ - - - ---

604 1 604 09901 1 EA. CATCH BASIN GRATE, AS PER PLAN B

604 1 604 09901 1 EA. CATCH BASIN GRATE, AS PER PLAN C

604 1 604 09901 1 EA. CATCH BASIN GRATE, AS PER PLAN D

-- -- ------ L -- ----- -- - L__ - - I---- - -------- --

604 1 604 08600 1 EA. CATCH BASIN, MISC CITY OF COLUMBUS, TYPE AA-S 133

L-- __ ,,,__ ---- -- - - -604 1 4 604 09000 5 EA. CATCH BASIN ADJUSTED TO GRADE

604 1 604 34500 1 EA. MANHOLE ADJliSTED TO GRADE --- . - l---------- --- l- -- - - -

2 604 04500 2 EA. CATCH BASIN NO. 2-!l

- -- L - - ---- ----- - - -- - - - - --- 1------- -- ------ - - - -- ---- - .. -- - - - -- -

- ----- ---- - ------------ L - -- ----- - - ------ ----- - -- -

PAVEMENT

------ ---- - L- ' ---- ----- 1------ --- --

304 1164 304 20000 1164 CU.YD. AGGREGATE BASE

-- - - --- ---------- I- - -- L___ -- -

402 295 448 46020 295 CU.YD. ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 ' PG 64-22

- ------ - . --- - L -~ a.._ ----- -- - ----- -- - -- ---- ---- --- - --- - - - --- - µ:::J 404 295 448 4/020 295 CU.YD. ASPHALT CONCRl IE SURFACE COURSE, TYPE 1 ' PG 64-22

- - - ----- I-------- - - - - ------ .....:1 407 16 407 10000 1 6 GAL. TACK COAT .....:1 -- ----- L. - -- - ----- ------- - --·· - ---- --- ----- - - --------- - -

408 2765 408 10000 2765 GAL. BITUMINOUS PRIME COAT

- - - L - - -- L- --- ------- ----~ - ---- -- . - - - ~ -- - - -- ---- :>-8"

~ 305 162 305 12001 162 SQ YD CONCRETE BASE, AS PER PLAN o== - ------ - r - ----- - ----

~ - ---- -- - ---- ---- L__ -- -- L ___ - ' µ:::J

~ TRAFFIC CONTROL

- - .. - - r:n µ:::J - - - -- -------------- - --- -- - -

- l-._ - . ···---------- ------ ... --··------ t------ - - ----- - - I"---------- - ------ - - ~ -- - ~ ~ - -- - --- -- - --- -------

630 355 630 02101 355 LIN n. GROUND MOUNTED SUPPORTS, NO. 2 POST, AS PER PLAN

• - - -- -- -- - - - -- ---- --- ~ ------- - - - - r - - --- ---- - -- - ------- ---

630 11 7 630 80100 117 so.n. SIGN FLAT SHlET I - -- --- --------------- - - ---- - - L. - -- ------- ' - L- --- - - -- - --- - -

630 2 630 85100 2 EA. REMOVAL OF GROUND MOUNTED SIGN < -- -- - ___ , .. - - -- ----- - ' --- - - -o== AND REERECTION -- ----- ---- 1------- -- - ~ ----------- - + - --- ----- ------ -- - Ii.. 643 SL 5 10 15 5 10 5 64.3 00500 50 LIN.n. STOP LINE

643 EL 0.093 0.384 0.379 0.360 0363 0.374 0.368 0.1 B2 64.3 00100 2.503 Ml. EDGE LINE

64.3 CL 0.047 0.192 0.1 BCJ 0.180 0.182 0.187 0.184 0 091 643 00300 1.252 Ml. CENTER LINE -------- ---- -- ------ - I--------- -- --- -- --- L_ ___ - - - - ------ - - -

64.l cw 86 91 29 51 64 643 00600 321 LIN.n. CROSSWALK LINE

G~) ----- --- -- -- 1------ ---- -- .

643 IL 87 91 28 68 72 643 00700 346 LIN.n. TRANSVERSE LINE

ITEM SHEET NUMBER

REF NO 4 5 8 9 10 1 1 12 13

GENERAL SUMMARY

14 15 16 17 18

ITEM

ITEM

EXT.

GRAND

TOTAL UNIT DESCRIPTION

-- - ------ ----- ------t----- - -----+------+------+------+------+-------+-------+-------+-------+-------t-------t-------1-----------jl-------t--------+------------t--------lf----------------------- - -- --------------1

- - ---- ----t---- t- --- - -- ,-- --- - - -- ------+--------+--------+--------+--- -- ----+--------+------ - ---+----------------------------- ---

---+-------lf-------------1----------1---------t--------t--------t---------t---------t---------t-------+--------- --

- -- -----t--------t---------t---------t------ -orT.~!~IIP.,1/"' ll/AI Ir l-----+-----+------+------+------+------+------+------+------+------+------+-------+-------+-------+-------t-------1--------1------------1----------l-------l---l\-'L=--"---'"c.'c."_:_"_:_'_Y_:_lc_n_:L:_:L:_cJ C17 .._J I /

-- -I--------- -- -I-- - - - - - I- --f") C' 1

LUI

1cn 1CO ,vv ,vv c1, J I I

1ro 1 71

IUO I I I

CH>

-JIO

cno i::i::n rnrr-... ,vu JJC) .)l't_l_,.

!,1/it\1 I '"-tVV ' 11nnnn ""t"VVVV r 1 nc: r-.r. -1 r,, u IU...JUV IU

""10

.JLU

77;, JJ~

1--Z0O

IJLU

I 1!,,I rT LIi~. I I .

i n.1 r, Ul'L r I.

rn CT

-.JV.I I.

n,.,11 1~10 Tq1BrR ,r /\t\lLll~\J, l !IVI L , M.J

- ------+------+------+------+------+--------+-------t--------+-------+----- ---

-----------------------------1

PER PLAN

- ------- ---------------------------------4

>-- --------+-------+-------+-------+------+------+------+------+-------+-------+-----------j---------+------+-----------------------------------------------------1

1--------+-----+-------+-------+-------+-------+------+------+------+------+------+-------+-------+-------+------- ------t-------+---------t--------+----------+--------t--------------------------------------------------" t-------+-----+-----+----+------+-----+----+--------+-----+--------t--------+-----+----+ - - -- ___________________________________________ _.

------ --- '----------i-------i---------1t---------1t----------1r----------1--------t-------+-------+--------t--------+----------+--------I----------------------------------------------------I

C - ------ - -- -- --I----------<----------+------+------+------+--------- -------+-------+-------+-------+-------+-------t-------t-------1---------JI----- ---+---------+---------t------+----------------------------------------------------1

604 106 604 40500 106 EACH REFERENCE MON0MENT

614 t) i4 i iOOO LUMF' ~--+------+--------t---------t--------+-------+-------+-------+--------+--------+---- - .. - ·----+------+------+-------+-------t-------t-------+---------+---------t------+------------------------ -----------------------------1 l>---,-, LJ ~--+----+---------+------ ----1------t------+------+------+-------+------+-------+--------f------l- 623 iOOOO LUMP

STAKES

- --------1

624 t,24 iiJOOO LUMP iviOB1LiZAT!01\l

806 t)Ub 1bUUU b f- llLU Uf-f-lCl

- ----+------+--------+-------t--------+-------+---------- --t------+-------t---------t------- ---,,----------1t-------,,----------1~--------t--------t----------t---------t-------+-------+--------t--------+-------+--------+----------- ----- -- ---- ---------1----------------------------------------------------I

--------+------+--------+--------+--------+--------+--------+--- -----· ---· ----+------+------+------+-------+-------+-------+-------t-------t-------+-----------1-------- ------- -- ----11----------------------------------------------1 t------+-------t---------t---------t--------+-------+-------+-------+--------+--------+------------ I-·· --+-------+--------f--------f------t--------+---------+-----t------------------ - --------------------------1

- --+-------+--------- ---··- ---- - ---+---------------- ------------ -- ---- ---- ·- ------- ---------1

~---- --➔----------+----+-------;-------;-------i------------t---------+-------+----+-----+----+------+---+-----+-----+------+--------+---------11----------t--------------------1 r-----+----;-------;-------;-------;-------;-------;-------;-------;-------+------+------+-------+-------+-------t-------t-------+---------+---------t------+------------------------- -- - - ---------------------------1

I------+------+-------+-------+-------+-------+-------+--------+--------+--------+---- - -------- 1--- -------+-------+-------+-------+-------+-------+---------+---------t------+--------------------------------------t------+-------t--------+--------t--------+-------+-------+-------+--------+--------+--------+--------+---- -- ---- --t--------+-------+--------f------t--------+---------+-----1----------------------------------------------I

-- --- 1----------+------ -----1----------- ---- -- - - - -------+-------+-------t---------,1----------11----------1---------t---------lf------------+------- - - - -------------------------------------------1

- -- ------ -- --- ---- -- ------t----------i----------t-------1---------jf-------t------t------+------+------+---------t-------~t--------+-----+---------------------------------------- ------

----- -----+-------+--------+-------+-------+-------+-------+-------+-------,--- --- -- --- - ----------t---------t---------t-------+--------t--------+------- - -----+----------------------- --- ------------------------1

-------- --------- - ---- ------- - 1----- -----1-----------i------ +-------+--- -- -- ---------------------- ------ -- -- ----+-------+-------+------+-------+-------,f--------+---------+--- ---------------------------------1

- ---------- - -- ---- --+-------+-------+-------i-------t-------1----- --+--------+-------t--------+-------+------------------- ______________ _, -- - --- --------------- ------ ------+- --------f-------- - - -------------------~--

-- 1------ - 1--- -- -------- >-----------,f------------lC---------_,----- - - ~ - --------+-----------+-------- ---- - -

- -------- -------+---- -----,f------- -- ------ -+---- --+------- --------- --t------+------+--------t---------i-------i-------t-------t-------t-------t----------~ ---+-------+-------+-------+-- - - +------+--------f-------+--------+--------f----------------------- - - ----------1

!-----·----+-----+------+--- -------+-------+-------+-------+------+------+------+------+-- -- - --------------------------1

-- --- -+------+--- __ ,_ ----------I-------- - --+-------+-------+-------+-------+--------+--------+--------- - ----t---------t-------+------ -> --------1t-------+----------t------- - ________________________ _.

------+--------+--------+--------I----------+-------+-------.,, ___ ------------------------------------

C n c_;

w

_j n () (0 ::J LL w w () --:, T --:, _j ' ; ,,:

ffi ~---~--~------_._ _____ _._ __ _._ __ ~--~~-----_._ __ .......__ __ _._ __ _,_ __ ___._ ___ .__ __ ____. ____ ..__ _ ____. ______________________ --f'\JJJ

ITEM 630 SIGN FLAT SHEET ITEM 630 ITEM 630 SIGN FLAT SHEET ITEM 630 ITEM 630

GROUND MOUNTED SUPPORT, GROUND MOUNTED SUPPORT, REMOVAL 0~

AS PER PLAN AS PER PLAN GROUND MOUNTED

SIGN AND

0 SIGN SIGN NO. OF NO. 2 0 SIGN SIGN NO. OF NO. 2

REERECTION

z _J z _J f-- CODE SIZE POST POST f- CODE SIZE POST POST f- STATION w Q:'. f--- STATION w Q:'.

w IJ) 0 NO. REQ'D w IJ) 0 NO. REQ'D w LI- w LI-

I LI- I LI-

IJ) 0 Q:'. IJ) 0 Q:'.

SQ_ n EACH LIN. FT. SQ. FT. EACH LIN. FT. EACH

6 + 9.3 7 L R-1-18 1 8" 1 8" 2.25 1 9.5 50 + 1 6 20 R M-7-24 24" X 1 8" 3 X

1 12. 75

8 + 50 8 R R-1-18 1 8" X 1 8" 2.25 1 9.5 50 + 16 20 R BM-25-12 12' X 9" 0.75

1 2 9 + 36 20 R M-7-24 24" X 1 8" .3 1 7 50 + 16 175 R W- 76B-.30 .30" X .30" 6.25 1 14

- - - --- --- r-- ---- -- - 1 12.75 - - - - ---- - ---- --- - -------- '-------------- - - - - -

9 + 36 20 R BM-25-12 1 2" X 9" 0.75 50 + 20 8 L R-1-18 18' X 1 8" 2.25 1 9.5

-- -- -- - - - - - - - - - - - ------------ -- - ------ ---- - --- ---- - - --- - - - - -- - - - - --- ---- - - - ------ -- --- ---- - ----- I------- - - - 0 ..-

9 + 68 8 L R-1-18 1 8" X 1 8" 1.75 1 9.5 z CX) r---- ----- - - -

0 LO

9 + 89 150 R W-76B-30 .30" X .30" 6.25 1 14 Q. -.:;:I-

62 + .35 8 R R-1-18 18' X 1 8" 2.25 1 9.5

62 + 42 20 L M-7-24 2 4" X 1 8" 3 - .

-- --·---- 1 12.75

62 + 42 20 L BM-25-12 12' X 9" 0.75

18 62 + 30 150 L W-76B-30 30" X 30" 6.25 1 14

62 + 73 56 R M-7-24 24" X 1 8" 3

1 2" 9" 1 12.75

62 + 7.3 56 R BM-25-12 X 0.75

e " 31 + 70 12 R R-1-18 1 8" X 1 8" 2.25 1 9.5 62 + 85 8 L R-1-18 1 8" X 1 8" 2.25 1 9.5

J1 + 76 45 L M-7-24 24" X 1 8" 3 1 12.75

62 + 91 150 R W-76B-30 30" X .30" 6.25 1 14

31 + 76 45 L BM-25-12 1 2" X 9" 0.75

31 + 76 150 L W-76B-30 .30" X 30" 6.25 1 14

32 + 33 20 R M- 7-24 24" X 1 8" 3 12.75 >- 1 5 ----- - - - -------- 1 I------ -- - --- -- - '"'" ~. - ·--~ 0::::

32 + 33 20 R BM-25-12 12' X 9" 0.75 74 + 69 20 L M-7-24 24" X 1 8" <( 2

L 32 + 33 150 R W- 76B-30 30" X 30" 6.25 1 14 19 74 + 69 20 L BM-25-12 1 2" X 9"

J2 + .3 7 8 L R-1-18 1 8" X 1 8" 2.25 1 9.5 74 + 75 8 R R-1-18 1 8" X 1 8" 2.25 1 9.5 L (J)

I

(D 40 + 28 8 R R-1-18 1 8" X 1 8" 2.25 1 9.5

- - - ------ - - - -- --- -- - - -- - --- - - ------ -- -- -- - -- I---- - - - ----------- ---- - ---- -- :::)

40 + 33 20 L M-7-24 24" X 1 8" 3 (J)

~ - ------------. ----- --- - - 1 12.75 40 + 33 20 L BM-25-12 1 7" X g" 0.75 ---- -- . --- ----- ,-....---- - -·-·-···-·-- ---- -- ~-- z 40 + 33 150 L W-76B-30 30" X 30" 6.25 1 14 c., 40 + 81 20 R 24" X 1 8" 3 -M-7-24 (J) 1 12.75

40 + 81 20 R BM-25-12 1 2" X 9" 0.75

1 6 40 + 81 150 R W-76B-30 30" X 30" 6.25 1 14

40 + 92 8 L R-1-18 1 8" X 1 8" 2.25 1 9.5 C - - -- -r -- I--- -- --- -- - - --------- --

49 + 62 8 R R-1-18 1 8" X 1 8" 2.25 1 9.5 C - e------ - --- - - -- - -- ------ - --------- ----- ---- -- - - -- - --- - - --

49 + 67 45 L M- 7-24 24" X 1 8" 3 ---- - ---- - --- ------- - C 1 12. 75 - ----

49 + 67 45 L BM-25-12 1 2" X 9" 0.75

49 + 67 150 L W-76B-30 30" X 30" 6.25 1 14

- -- w r -- - - -- I-------- -------- _J

_J

- - - ------ ------ ---- --------- - -- I----- - - --- - - - - -- - - -- - - ----- -- - ' > >-i--- - - ---- - -- f- -, - - --- - - --- --- - --- - -- - . - --·- -------- --- r· ·-- ----- 1----- ------ -------- 0::::

w <( r --- --- - -- -------- i--- -- f---- --- f------ ·--- - f- - - -- - --- -- - --- -·--·-- - --- ---- - f----- --- -··---· -·-- ----------- 1-- --- - ---

I- ~ .. r--- --~-- - ---- - - (J) w

SUB-TOTAL COLUMN 2 39 1 0 118.25 2 w ~

~ -SUB-TOTAL COLUMN 1 77.5 20 236.5 (D

I t--- -- -------------- ---- ---------~---- <(

TOTAL TO

0::::

1 1 7 30 355 LL

SUB-TOTAL COLUMN 1 77.5 20 236.5 GENERAL SUMMARY

ITEM 630 GROUND MOUNTED SUPPORT, N0.2 POST, AS PER PLAN.

N0.2 POSTS SHALL BE PAINTED DARK GREEN PER CITY OF

COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS SECTION 730015.

G~1)

ITEM SPECIAL WORK INVOLVING PETROLEUM CONTAMINATED SOIL

1 .1 lntrodu,tion Soil within the construction l1m1ts of the proposed b1keway between Station 64+20 ond Station 65+20 ond opprox1motely 5.0' right/left !_)( (_f:'nlerlirit- w,_1~ tl:'·.sl':"d ur1d (_r_)rd.u;ried pt>t.rr_ilf:'utrl sufy3f_u,11_(:''3 Thi<_:;

soil shall be handled by the Contractor according to the following notes.

1 7 Site Spec:ific Henlth ond ~-ofety Pion (c-,SHSP) The Contrador Is respnnc,;ble for ,·omplionce with OSHA 29 CFR Port

1910.120 which may 1·equIre the preparation of a Site-Specific Health or-,d Sofety r1Jan for oil ,)r,erot;ons inv,::,lving hoza,..dous substances within the aforementioned I,r-iits Information on the previous test results (Phase I!

Env1romentaI Site Assessment) Is available for examination in the Bureau of ContnJ(t 'Soi-?s (Po(i:,-, : 1 ,~,) ond the D1strH:t 6 ODO! office (t)lonnin1~ Dept) This ;nformCJtion can be used to CJid the Contractor In development of the SSHSP

1 3 Stockpiling of PIC'troleum-contominoted Soils The Contractor shall provide the Engineer with live (5) days notice prior to beginnin•;i any excovot1on w,thin the aforementioned limits .. A.II excovoted material with:n tf·1ese lirn,ts sh•JII be stoc:1-cpiled In on area provided by the Contractor and approved by the Engineer. The Contractor shall stockpile tr1e material w, a leokproof, covered container by the Contractor.

A:3 on olternote, the [ng1neer n•ay permit ter1porory storage of excavateij soils 0n an impermeable membrar,e. The membrane sh0uld be surrounded by bales of straw to prevent the soils from coming In contoct with the ~r·~1nol c~•'c An 1~c"c~o~'lo ~o~'r~no rho" ho chco,,., ""e" ,_, ''.j ~ ._::,,_11•.:, I "'t-/t,,111t.ul_1 \, •1n,,11l, U ,_. ,_,,,\II L_i1_. r-nl_J(,_,l,U '~IV I to prevent contoct with precipitation arid/or surface run-off

1 4 Malerin! Scmr,!inn

The C(!nt,-1J( t<H •_::,h(JII ( 1~,:-1tu(~ t_ o Lie f-:'r·1•.::,ed S{Jnito, y L1Jndfi!! (LSL) t(> deterrY1ine the required sampling and testing for disposal at that facility. The Contractor shoii be responsible for coiiect1ng somple(s) of the moterial an,j submitting thP snn1plp(c,) t;-, nn indPpPndPnt 11nnlyticnl lnh1-J1~ntnt)' tn hp tp_c:,fpd

I 5 Moteriol DisRoso:

Upon receipt ot the test results trom the laboratory, the Contractor sholl submit these results t0 the I SI fc,r rlisp0snl approvnl. Upo·n opprovol frc,m the ISL, the Contractor shall transport and dispose at the stockpiled soil.

1.6 Backfill of Excovoted Areas

All excavaterl oreas w;II be bnckfillerl with suitable mnterinl In occorrlnnce with the proJect plans, applicable OlJO! spec1ticat1ons, and as directed by the engineer.

A,II surplus or unsuitable excavated material that cannot be used In embankments shall be disposed of In occordonce with Item 203.05 of ODOT's Construction and Material ::ipec1t,cat1ons (CM::i).

1. 7 General Notes All transport vehicles used for the movement of contaminated soils should meet oppl1cable Locoi, Stote and Federa: requirements for vehicles used for this purpose.

The Contractor shall mointoin records (such os daily logs, londfill tickets. monifest.

etc.) to document the source, movement and destination ot each truckload ot conlarninutecJ so1i. Orie cupy of each of lcieoe records shoil be c;ubrrntlecJ lo lhe Engineer.

1 .8 81J:0is ot 1'oyrne1il The Cor1tr(]ct:.F ;;hClll f1..nr:i'.;h cJ!! the !cbor, cquiprnent cnicj rnotcric1!:~ nee eJsory to properly develop rind comply with SSHSP, excnvrite, stockpile, test (for disposol), tronsport and dispose of petro1eum-contaminated soil within the 1imits identified -:Jbovc Poy,--r-1ent for thic:: wod< sho!! De n1ode ot the controct pnce bid per· ton which sholl constitute lull payment /or developing ond complying with o SSHSP, excavating, stockpiling, testing (for disposal), transporting and disposing of petrc1ieurn-conton1inoted ~.oil, inc!udin,:;:i ony required perrnits, appro,1ols, er fee~.

The following estimated quantity has been included In tr,e General Summary for the wnrk nnteci cibc::'/f'.

Item Special-Work Involving Petroleum-Contaminated Soil 66 Tons

ITEM 305 ff' CONCRETE BASE, AS PER PLAN ITEM 407 TACK COAT

STA 48+25 00 TO STA 49+ 70 50 145 50 L F STA 48+25 00 TO STA 49+ 70 50

145.50 x 10/9 = 161.67 SO. YDS.

TOTAL 161.67 SQ. YDS.

ITEM 305 ff' CONCRETE BASE, AS PER PLAN TO

GENERAL SUMMARY 1 62 SQ. YDS.

14'.l.'.JO x 1 0/9 x 0. 1 - 1 6. 1 7 GAL.

TOTAL 16.17 GAL.

ITEM 407 TACK COAT TO GENERAL

SUMMARY 16 GAL.

145 50 L.F.

ITEM 203 SUBGRADE COMPACTION

STA 6+66 04 TO STA 8+62.03 195.99 I.F.

1 9:i. 99 X 10/9 - 21/.77 ,--, ' \ '{DS. J\J.

S!A. 9+4':!.42 10 S!A .51+/19.0:j 2229 67 X 1 () /q

- ?477 41 S() Yns

STA .)/+/q 8:) TO STA 40+:\6. 1 :\ 806 78 I F

806.28 X 10/9 - 895.87 so. YDS.

STA 40+77.51 TO STA 49+ 70.50 892.99 L.F.

89L99 X 10/9 - 992.21 SO. (DS.

STA 50+14.10 TO STA 62+43.66 1229.56 L.F.

1 2L~J Sb X 1 () ,le] 1366 1 Q S<J 'Tic.: - 'V ,~~ , STA 62 + 71 62 TO STA 74+80 95

1709 33 X 10/9 - 1343 70 so YDS

TOTAL 7293.14 SQ. YDS.

ITEM 203 SUBGRADE COMPACTION TO GENERAL

SUMMARY 7293 SQ. YDS.

ITEM 304 AGGREGATE BASE

STA 6+66 04 TO STA 8+62.03 195.99 L F.

195.99 X 1 0 x . 1 6 7 / 2 7 - 1 2. 1 0 C IJ YDS.

STA 9 i 49.42 TO STA. 31 + 79.09 2229.67 L.F.

22L'9.bl x 10 x .5/27 - 412.90 cu. YOS.

STA 32+29.85 TO STA 40+36.13 806.28 L.F.

fl06.28 X 10 x 5/27 = 149.31 cu YDS.

STA 40+ 77 51 TO STA 48+2500 74749 LF

747.49 X 10 x .5/27 = 1 38.42 cu YDS.

STA 50+ 1 4. 1 0 TO STA. 62+43.66 1 229.56 L.t.

1229 56 X 10 x 5/27 - 227.70 CU. YDS.

STA 67+ 71.67 TO STA 74+80 9'.', 1709 3., I .F.

1209.33 x 1 Ox .5/27 = 223.95 CU. YDS.

TOTAL 1164.38 CU. YDS.

ITEM 304 AGGREGATE BASE TO GENERAL

SUMMARY 1164 CU. YDS.

ITEM 448 1 1/2" ASPHALT CONCRETE, INTERMEDIATE COURSE

STA. 9+49.42 TC) STA 31 + 79 09 2229.67 L.F

2229.67 X 10 X .12'.:>/2/ - 1 03.23 cu. YDS.

STA 32+29.85 TO '.:ilA 40+Jb.1 J 806.28 L.F.

806.28 X 10 X

11c ,~---.

. L--._)/,!__J - ,37.33 cu . ,·os.

STA 40+ 77.51 TO STA 49+ 70.50 892.99 L F

897 99 X 10 X . 125/27 - 41.34 cu vos.

STA. 50+14.10 TO STA 62 + 43 66 1 229.56 Lr.

1229.56 X 10 X 125/27 - 56.92 cu YDS.

STA f7+ 71 C2 TO STA 74+80 9:5 1709 .,., I F

1209.33 X 10 X .125/27 = 55.99 CU. YDS.

TOTAL 294.81 CU. YDS.

ITEM 448 ASPHALT CONCRETE, INTERMEDIATE COURSE TO GENERAL

SUMMARY 295 CU. YDS.

ITEM 448 1 1/'i' ASPHALT CONCRETE, SURFACE COURSE

'.:iTA. 9+49.42 TO STA, 31 + 79 09 2229.6/ L.~ 777g G7 1 (l X . 1 2~,/27 1 0-~ ')7 ~,' Yns X - .! ; \_. l .I

STA 3'.2+29 85 Tn STA 40+3E,.13 806.28 L.F. IV

806.28 X 10 X .125/27 - 37.33 CU. YDS.

STA 40+77.51 TO STA 49+ 70.50 892.99 LF.

892.99 " .~. 1 /::,~ /!' 41.34 ,•,' ' ' , ,...._ C-·

X IU X • I .:.... / L I - 0U. I U.J.

STA 50+14.10 TO STA 62+43.66 1229.56 L.F.

71~~-~6 X 1 Ii X .12~; J•-i I - 56.92 (·1 I vr·ic

'V c• ,..-v. It,.;.._;, STA 62+ 71 62 ! '' STA 74+80.95 1209.33 LT ,v

1 209 33 X 1 0 X 1 ')C.., /')7 55.99 CU. YDS. I .:_ .__,l/ C' -

TOTAL 294.81 CU. YDS.

ITEM 448 ASPHALT CONCRETE, SURFACE COURSE TO GENERAL

SUMMARY 295 CU. YDS.

ITEM 408 BITUMINOUS PRIME COAT

STA 9+49.42 TO Sf A 31 -t- 79.09 2229.67 L.F.

2229 67 x 10/9 x O 4 = 990 96 CAL

STA 32+29 85 TO STA 40+ 36 1 .l 806 28 I e L '

806.28 X 10/9 x 0.4 - 358.J:) GAL.

STA 40+ 77 .51 10 STA 48+L5.00 74/.4':! L.r.

747 49 X 1 (': /q X n 4 - ~ ~. 7 ') ~., GAL ,_. I ~ u - ·-.:.... ~£

STA 50+14.10 TO STA 62+43.66 1229.56

1229 56 X 10/9 ' 0 4 - 546. 47 GA.L

STA. 62+ 71 62 TO CTA 74+80 9'.:J 1209.3J __J ! !""--\,

1 209 33 X 10/9 X 0.4 - 537.48 G.A.L

TOTAL 2765.48 GAL.

ITEM 408 BITUMINOUS PRIME COAT TO GENERAL

SUMMARY 2765 GAL..

ITEM 659 SEEDING AND MULCHING

L.F.

L.r.

ST.D. 6+66 04 TO ST.A 8+G2.03 1 q5 99 L F

195.99 x 10/9 - 217.77 so YDS.

STA 9+49 42 TO

2229.67 X

STA .32+29.85 TO

81)6 28 X

~ . .TA. 4C)+ 77_51 T(l

8CJ7 CJC) X

STA 31 + 79 09 2229.fi7 1 .=-

14/9 - 3468.38 SO. YDS.

SIA 40+.36.13

-- 1 209 42 so_

~,iA. 49+ 70.SD rDS

1.3/9 = 1 289 87 SO YDS

806.28 L.F.

STA ~J0+1410 TG STA_ 62+4366 12'.2q~r, 'F

1229.56 x 10.5/9 = 1434.49 so. YDS.

STA 62+71.62 TO STA 74+80.95 1209 3 3 L F.

1209.3.3 x 13.5/9 - 1814.00 so. 1DS.

TOTAL 9433.93 SQ. YDS.

ITEM 659 TO GENERAL SUMMARY 9434 SQ. YDS.

lfJ E-i z lfJ z 1--1

E-i <r:

u <r:

u

ESTIMATED QUANTITIES

LOCATION w

0 STRAW OR -

Ul HAY BALES

EACH

Al ALL CA!CH l::lASINS

ALONG DITCHES 50

'3 +130 TO 14+50 L&R

18 I 50 TO 29+50 L

19+00 TO 25+50 R

32+45 TO 33+50 R

37+80 TO 40+25 L

:,7 +50 TO 40+ 2~) R

32+35 TO 33+50 R

40+85 TO 42+50 R

40+85 TO 46+15 L

47+90 TO 49+60 L

50+20 TO 5/4+00 L

TOTALS 50

0'6:

)0 1 w 0 '~ ~ J (Ij

<J'.

w w Ul --w z

CB

, 1 LJ __J LJ

I 0 0 0 0 0 0 0 u 0 l[) 0 0 0 0 r- + + I ~ I I I + <J'. ,.n l[) r---- oJ (J) 0 ::, N N N N n

/ r

FIL TEP FABRIC CATCH BASIN

FENCE SEDIMENT FILTER

LIN. FT. EACH

'340

11 00

11 5

4675 13

BEGIN PROJECT

STA. 7+66.04

w

I n l

I I I \

.0 I I <.D I I

I I ::, I I- I I Ul I I

I l

O::'.

O::'.

w :r:

u

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I n n

0 0 If) 0 n • ,q-n n

"--870

USGS QUADRANT NO. N40082-B8-TF-024 GALENA, OHIO

USGS QUADRANT NO. N4000-W8252 5/7 5 NORTHEAST COLUMBUS. OHIO

LONGITUDE : W 82' 55' 49"

LATITUDE : N 40' 07" 29"

LONGITUDE AND LATITUDE TO APPROXIMATE CENTER OF PROJECT

I 1 _,,. .,,.-

1 I -- -in J

I I ---· ROIJ'

- _h_--=--

0 0 0

0 0 j n st st w

<O o:J

PROJECT DATA

TOTAL AREA (RICHT--OF WAY)

AREA TO UNDERGO EXCAVATION,

FILLING OR GRADl~JG

RUNOFF COEFFICIENT FOR

PRE-CONSTRUCTION SITE

RUNOFF COEFFICIENT FOR

POST CONSTRUCTION SITE

LIMITS OF-~

CONSTRUCTION

<.D

3.20

3.20

0.35

0.60

LJ

+ r--.

AC.

AC.

SOIL DATA NOT APPLICABLE

IMMEDIATE RECEIVING WATERS ALUM CREEK

SUBSEQUENT RECEIVING WATERS BIG WALNUT CREEK

L

CXJ

1-----7 ~/

I I I I

J~·

I I

(0 n r----n l

0 0 + (J) l[) 0 n + + r---- oJ n n s

,q-lo

1+ , I~ I I ,q-

: I : I I I I I

~LIMITS OF

CONSTRUCTION

=f'F=------

0 0 0 0 N N f'l ,q- ,q- st

"" st

0 0 0 0 If) <.D ,q- st

PROJECT DESCRIPTION

THIS PROJECT CONSISTS OF THE CONSTRUCTION OF t.PPROXIMATELY 1.23 MILES

OF A TEN FT. WIDE ASPHALT BIKEPATH. THIS PROJECT BEGINS AT CHERRINGTON

ROAD AND FOLLOWS NORTH ALONG THE ABANDONED RAILROAD RIGHT-OF-WAY

TO OLD COUNTY I INE ROAD.

U) o J V -~

_J

OJ ~ ' ~--

w [D

C

0 I 0

0 0 0 (J) ~ N

J

LEGEND

-----FF

C'J N

1~ 0 + (~ st N

FILTER FABRIC FENCE

CONSTRUCTION LIMITS

l[)

N

CATCH B.A.SIN SEDIMENT FILTER

w w U) w z __J

I u I- <J'.

::e

BALE DITCH CHECK (5 BALES EACH)

SEE SHEET 28 FOR EROSION CONTROL DETAILS

r---- ,q-

0 0 0 0 oJ (J) ,q- st

Cl (

I I

L{) r----i L{) L_J 1-w w I U) w w w z __J

I u

I !;,:

N z :'.5 o_ z 1-z w > w n:::

o_ z I _J _J o_ n:::

w ~ s:

n:::

I w _J _J

>>n::: <(

~s:

(f)W w~ 3:-

1 m n:::

LL

Ufil \3]}

\ 0 J f-w w I lf) w w (fl w z _J

I u f-

ESTIMATED

LOCATION

54+00 10 62+37

62+77 TO 72+50

64+50 TO 70+00

71 +50 TO 74+70

TOTALS

Lil

" LJl

QUANTITIES

L,J

0 STRAW OR

Ill HAY BALES

EACH

L

R

L

L lj

IX)

LJl

FILTER

FENCE

LIN. FT.

FA.BRIC

w /\1

I

017 0

=:i I

0 0

+ L+ 0) 0 (D

I

0J (D

PROJECT

I I I I I I I I

DATA

TOTAL AREA (RIGHT -OF -WAY)

AREA TO UNDERGO EXCAVATION,

FILLING OR GRADING

RUNOFF CO[FFICl[NT FOR

PRE-CONSTRUCTION SITE

RUNOFF COEFFICIENT FOR

POST CONSTRUCTION SITE

SOIL DATA

IMMEDIATE RECEIVING WATERS

SUBSEQUENT RECEIVING W,<\TERS

USGS QUADRANT NO. 400S2-1::38-TF -024 GALENA OHIO

LONGITUDE : W S2" 55' 49" ,

LATITUDE : N 40' 07' 29"

LONGITUDE AND LATITUDE TO ,<\PPROXIMA.TE CENTER OF PROJECT

...:::.-==-:- ------ [ 0 r---.

r--- - ---, -- - I --

\g I :-= --= --

LJl

II

(DI

(D

~I 0 0

I

(D 0 0 + + 0

0) 0 0

_j (D r---. +

L __r r---.

3.20 AC.

3 20 AC

0.35 LEGEND

0 60 ----FF ---

NOT APPLICABLE

ALUM CRU:.K

BIG WALNUT CREEK

PROJECT DESCRIPTION

THIS PROJECT CONSISTS OF THE CONSTRUCTION OF APPROXIMATELY 1.23 MILES

OF A TEN FT. WIDE ASPHALT BIKEt'ATH. THIS PROJECT BEGINS AT CHERRINGTON

ROAD AND FOLLOWS NORTH ALONG THE ABANDONED RAILROAD RIGHT -OF-WAY

TO OLD COUNTY LINE ROAD.

C\/ r---.

LIMITS OF

CONSTRUCTION

(l:'.

w z _J

END PROJECT

STA. 74+80.95

z :5 Q_ z 1-z w > w n::::

Q_ z I __J __J

Q_ n::::

w n::::

I w __J __J

>>n:::: <(

(f)W w~ I m n::::

LL

'\JJ}

et:

cn C

C 0 -V

,0::

en Q)

Cl] ir'J tj

,-a, co p.7 tj-

+ P-' (X)

'CD II '11

0 o..-- 0 .? u, ~LLJ

E zi 1-, C)i z:

0::: :

0::: !

WI

I, Ui oo O,✓

C'-J 0 0 LDLn 0 roco + r-- II II u '-'---- 0 0 ,n ' m

I

7+00

BEGIN PROJECT

STA 6+66.04

BEGIN WORK

5TA. 6+66.04

111:

I , '

111 i i II!

111 !

I I II :

I Ill:

~Ill,~ IollrN

'c 111~~

! II

i 11

3;:

en C

C Scale· Horiz.: 1"=20'

Vert.: l"='.i' -(l) 0::

oo· ·"'Cl C

0 '" w p::, 0

~~ LD LD en

0 CI)…