2-1998-014 OTE, OLD CLR to Maxtown (Refernce Only).pdf

DATE: 03/20/98 FILE: 036TITL.DGN

BEGIN PROJECT

STA. 96+40

G E N O A

LOCATION MAP

SCALE: 1 = 1 Mile - - ---- - 0 1 2 3

UNDERGROUND UTILITIES

~ TWO WORKING DAYS

~ BEFORE YOU DIG

CALL 1-800-362-2764 (TOLL FREE)

OHIO UTILITIES PROTECTION SERVICE

NON-MEMBERS

MUST BE CALLED DIRECTLY

PLAN PREPARED BY:

ADR & ASSOCIATES, LTD.

END PROJECT

STA. 146+28.46

NEW ARK, OHIO/ WESTERVILLE, OHIO

DAVID G. KROCK, P.E. DATE

OHIO PROFESSIONAL ENGINEER # 61100

SEAL

ADR & ASSOCIATES, LTD. NEWARK, OHIO 740 -345-1921 / WESTERVILLE, OHIO 614 -891-8643

BIKE PATH

OLD COUNTY LINE RD. TO MAXTOWN RD.

N

CITY OF WESTERVILLE

DELAWARE COUNTY, OHIO

INDEX OF SHEETS

TITLE SHEET------------------------------------------------- 1

TYPICAL SECTION------------------------------------------ 2

GENERAL NOTES ___________________________________________ 3

TRAFFIC CONTROL _________________________________________ 4

CALCULATIONS AND GENERAL SUMMARY ____________ 5

PLAN AND PROFILE _______________________________________ 6-14

CROSS SECTIONS __________________________________________ 1 5-45

INTERSECTION DETAILS ___________________________________ 46

ORAi NAGE DETAILS _________________________________________ 4 7 -48

CITY OF COLUMBUS

STANDARD CONSTRUCTION DRAWINGS

OHIO DEPARTMENT OF TRANSPORTATION

STANDARD CONSTRUCTION DRAWINGS

2442 DR. A 11-15-96 BP-7.1 10-30-92 TC-21.20 9-01-92

CB-2-2B 5-1-79 TC-41.20 6-21-94

HW-4B 4-1-80 TC-42.20 3-26-79

MC-4 7-26-76 TC-52.10 4-3-79

MH-3 12-18-84 TC-52.20 4-3-79

PROJECT DESCRIPTION

THIS PROJECT INVOLVES CONSTRUCTION OF 0.94 MILES

OF BIKE PATH FROM OLD COUNTY LINE ROAD. ON THE

SOUTH TO MAXTOWN ROAD ON THE NORTH.

MEMBERS OF COUNCIL

STEWART L. FLAHERTY .............. CHAIRMAN

GARY W. PANEK ....................... VICE CHAIRMAN

NORMA T. WESTERVELT. . .... MAYOR

JOHN P. PARIMUHA

MARY LOU PROUTY

MICHAEL HEYECK

WILLIAM HIGHFIELD

SHARON L. HAHN .................... CLERK OF COUNCIL

11. D f LI. 4 4- 3- 1 B

CITY MANAGER DATE

CITY ENGINEER DATE

DIR,i(:R OF PARKS AND RECREATION DATE

BIKE PATH TITLE SHEET

C a:

w _J _J -> a:I w I I- <( f:3 o_

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ALE: 0J81YP .OON

Ex. R/W 41'

Ex. R/W f'UTUA[ R/W

8'

0.08 i CONST.

Ex. R/W

17'

G

0.02 0.08

► * r EX. GROUND J.·1 j __

5• (Typ.)...j --- -=~-J..----------- - - ·'* -----------------------------

**=IC\ ! ;=ic** ~ • ------

( 0 0 0 0 0 0 }!

I 2'-o· I 3•-0· I 3•-0· I 2'-o· I .. ... •·•

TYPICAL SECTION C

STATION 125+67.43 TO STATION 146+28.46 = 2061.03 LIN FT

DEDUCT FOR HOFF ROAD:

STATION 129+66.30 TO STATION 130+28.06 = -61.76 UN FT

TOTAL = 1999.27 LIN FT

i CONST. Ex. R/W

14-------..~'T-· --------------------------4 .. _.,.,. _________________________ -7"7·~-----.... 1 13' MIN. I 33' MIN. 1 r ~~. ~·~. , Ex. R/W

0.08

5• (Typ.)...j

ELECTRIC\ ~ / ELECTRIC

CAB~ I CAB~ ..

33'

~1 0 0 0 0 0 0 t~ I 2' -o· I 3' -o· I 3' -o· I 2'-o· I . . . '

TYPICAL SECTION B

STATION 103+76.03 TO STATION 107+47.56 = 371.53 UN FT

DEDUCT FOR COUNTY LINE ROAD:

STATION 105+36.49 TO STATION 105+84.84 = -48.35 UN FT

TOTAL = 323.18 LIN FT

i CONST.

5'-o·***

33'

STATION 96+40 TO STATION 103+ 76.03 = 736.03 LIN FT

STATION 107+47.53 TO STATION 125+67.43 = 1819.87 UN FT

TOTAL = 2555.90 UN FT

Ex. R/W

ADR& ASSOCIATES, LID. NEWARK, OIDO I WESTERVILLE, OIDO

LEGEND

0 ITEM 404 1 1/2• ASPHALT CONCRETE, PG64-22

0 ITEM 402 1 1/2• ASPHALT CONCRETE, PG64-22

0 ITEM 304 5• AGGREGATE BASE

0 ITEM 659 SEEDING AND MULCHING

NOTES

* UNLESS OTHERWISE SHOWN ON THE CROSS SECTIONS.

**ELECTRIC CABLE INSTALLATION ENDS AT APPROXIMATELY

STATION 140+50. FROM THIS POINT, THE CABLES TURN

AND EXTEND OFF THE PROJECT SITE TO THE SUBSTATION.

* * * PAVEMENT SHALL WIDEN TO 9' LT. & RT.

AT THE BRIDGE (STA. 10+52).

FOR DETAILS, SEE SHEET NO . ....l..

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BIKE PATH TYPICAL SECTION I qq 8018

DATE: 04/07 /118 ALE: 038GN.DGN

SPECIFlCATIONS

CITY OF WESTERVILLE REQUIREMENTS, AS ADOPTED BY ORD. 92-78,

FEBRUARY 2, 1993, TOGETHER WITH: CITY OF COLUMBUS SPECIFICATIONS

(1996); OHIO DEPARTMENT OF TRANSPORTATION (1997); INCLUDING ALL

SUPPLEMENTS THERETO, IN FORCE ON THE DATE OF CONTRACT SHALL

GOVERN ALL MATERIALS AND WORKMANSHIP INVOLVED IN THE

IMPROVEMENTS SHOWN ON THIS PLAN. THEIR REQUIREMENTS AND

SPECIFICATIONS ARE SUPPLEMENTED BY THE CONSTRUCTION NOTES

AND DETAILS INCLUDED IN THESE APPROVED PLANS.

NO]FlCATION

THE CONTRACTOR SHALL NOTIFY THE CITY OF WESTERVILLE, CITY ENGINEER

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

CITY ENGINEER: (614)-890-8560

UTILITIES

LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN THE PROJECT

CONSTRUCTION LIMITS TOGETHER WITH THEIR RESPECTIVE OWNERS.

ELECTRIC

CITY OF WESTERVILLE

ELECTRIC DMSION

139 E. BROADWAY STREET

WESTERVILLE, OHIO 43081

( 614 )-890-8540

TELEPHONE

AMERITECH

111 NORTH FOURTH STREET

COLUMBUS, OHIO 43215

(800)-572-4000

CABLE JY

COAXIAL. CABLE

3770 E. LMNGSTON AVE.

COLUMBUS OHIO 43227

(614)-236-1200

COLUMBIA GAS OF OHIO

939 WEST GOODALE AVE

COLUBUS, OHIO 43212

( 614 )-460-2222

STORM SEWER

CITY OF WESTERVILLE

PUBLIC SERVICE DEPARTMENT

21 SOUTH STATE STREET

WESTERVILLE, OHIO 43081

(614)-890-8526

WATER

CITY OF WESTERVILLE

PUBLIC SERVICE DEPARTMENT

21 SOUTH STATE STREET

WESTERVILLE, OHIO 43081

( 614 )-890-8526

SANITARY SEWER

CITY OF WESTERVILLE

PUBLIC SERVICE DEPARTMENT

21 SOUTH STATE STREET

WESTERVILLE, OHIO 43081

(614)-890-8526

THE CONTRACTOR SHALL NOTIFY OUPS (1-800-362-2764) AT LEAST

48 HRS PRIOR TO THE START OF CONSTRUCTION. NON-MEMBERS

MUST BE CALLED DIRECTLY.

CONTINGENCY QUANTITIES

THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK FOR

ITEMS DESIGNATED BY PLAN NOTE TO BE USED •AS DIRECTED BY THE ENGINEER•

UNLESS AUTHORIZED BY THE CITY ENGINEER. THE ACTUAL WORK LOCATIONS AND

QUANTITIES USED FOR SUCH ITEMS SHALL BE INCORPORATED INTO THE FINAL

CHANGE ORDER GOVERNING COMPLETION OF THIS PROJECT.

SUBGRAPE PRERARATION

ALL REQUIREMENTS OF ITEM 203 SUBGRADE COMPACTION SHALL APPLY TO

THIS WORK WITH THE FOLLOWING MODIFICATIONS:

SUBGRADE COMPACTION SHALL BE PERFORMED FROM STA. 125+67.43 TO

STA. 146+28.46 AS SHOWN ON THE TYPICAL SECTION (SHEET NO. 2 .). THIS

SECTION OF BIKE PATH RUNS PARALLEL TO THE EXISTING RAILROAD BED IN

A PREVIOUSLY WET SOIL AREA. QUANTITIES ARE CARRIED ON THE 'CALCULATIONS'

SHEET FOR THIS AREA.

THE REST OF THE BIKE PATH RUNS ALONG THE EXISTING RAILROAD BED AND

LIKELY WILL NOT REQUIRE SUBGRADE COMPACTION. THE CITY ENGINEER SHALL

CHECK THE PREPARED SUBGRADE AND DETERMINE IF THERE ARE SOFT AREAS.

IF SOFT AREAS ARE FOUND , THE CONTRACTOR SHALL COMPACT THE SUBGRADE,

PER ITEM 203.

NO SEPARATE PAYMENT SHALL BE MADE FOR SUBGRADE COMPACTION OR PROOF

ROWNG. PAYMENT FOR THESE ITEMS SHALL BE INCLUDED IN VARIOUS RELATED ITEMS.

ADR& ASSOCIATES, LTD. NEWARK, om:o / WESTERVILLE, om:o

GENERAL NOTES

HORIZONTAL AND YER]CAL CONTROL FOR JHIS PROJECT

HORIZONTAL AND VERTICAL CONTROL FOR THIS PROJECT HAS BEEN SET

IN THE FIELD UNDER A PREVIOUS CONTRACT.

ALIGNMENT AND PROFILE:

HUB&TACK WITH LATHE HAVE BEEN PLACED ALONG THE EASTERLY R/W LINE

TO INSURE THAT THEY WERE NOT DISTURBED DURING CONSTRUCTION OF

THE UNDERGROUND ELECTRIC CABLES(SEE NOTE BELOW).

INFORMATION ON EACH LATHE INCLUDE: PROFILE GRADE ELEVATION; OFFSET

TO CENTERLINE CONSTRUCTION; AND CUT/FILL TO PROFILE GRADE FROM

HUB ELEVATION.

HUB&TACK WITH LATHE HAVE BEEN PLACED AT THE FOLLOWING INTERVALS:

50' IN PROFILE TANGENT SECTIONS;

25' IN VERTICAL CURVE SECTIONS.

El fYATION PAJUM

ALL ELEVATIONS ARE BASED ON U.S.G.S. DATUM.

UNDEBGBOUND El ECJRIC CABLES

THE tLECTRIC CABLES• SHOWN AND REFERENCED TO IN THIS PLAN

HAVE BEEN RECENTLY CONSTRUCTED. THEY ARE NOT A PAY ITEM IN

THIS CONTRACT AND SHALL BE VIEWED AS INFORMATION ONLY.

ITEM 201 CLEARING AND GRUBBING, AS PER PLAN

ALL REQUIREMENTS OF ITEM 201 CLEARING AND GRUBBING SHALL APPLY

TO THIS WORK WITH THE FOLLOWING ADDITIONS:

~ TO 90X OF THE CLEARING REQUIRED TO CONSTRUCT THE BIKEPATH

WAS COMPLETED DURING CONSTRUCTION OF THE UNDERGROUND ELECTRIC

CABLES. APPROXIMATELY 600 UN FT OF FULL WIDTH CLEARING AND

GRUBBING WILL BE REQUIRED JUST SOUTH OF MAXTOWN ROAD.

HOWEVER, ANY ADDmONAL CLEARING AND GRUBBING REQUIRED TO

COMPLETE THE WORK AS DETAILED IN THESE PLANS (INCLUDING PIPES)

SHALL BE PAID FOR UNDER THE LUMP SUM BID PRICE FOR ITEM 201

CLEARING AND GRUBBING, AS PER PLAN.

THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PRIOR TO BIDDING

THIS WORK TO FAMILIARIZE THEMSELVES WITH THE EXTENT OF CLEARING

AND GRUBBING REQUIRED. THE iREEUNE• LOCATIONS SHOWN ON THESE

PLANS WERE ONLY ACCURATE PRIOR TO CONSTRUCTION OF THE ELECTRIC

CABLES.

ITEM 659 SfED1NG AND MULCHING

SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOIL

BETWEEN THE RIGHT-OF-WAY LINES, AND WITHIN THE CONSTRUCTION LIMITS

FOR AREAS OUTSIDE THE RIGHT-OF-WAY LINES.

QUANTITY CALCULATIONS FOR ITEM 659, SEEDING AND MULCHING ARE

BASED ON THESE LIMITS.

DUE TO THE RELATIVELY ROCKY NATURE OF THE EXISTING RAILROAD BED

AND THE POSSIBLE POOR GROWTH CONDmONS ASSOCIATED WITH THAT, THE CITY ENGINEER SHALL CHECK AND NON-PERFORM SEEDING AND MULCHING

IN AREAS WHICH ARE DEEMED TO BE UNSUITABLE FOR GROWTH OF GRASS.

THE FOLLOWING ESTIMATED QUANTITY HAS BEEN CARRIED TO THE GENERAL

SUMMARY:

ITEM 659 SEEDING AND MULCHING 12190 YD

EARTHWORK QUANTITIES SHOWN IN JHIS PLAN EXISTING SU£ CONpmoNS

PRIOR TO CONSTUCTION OF THIS PROJECT, A SEPARATE CONTRACT WAS

USED TO CONSTRUCT THE UNDERGROUND ELECTRIC CABLES SHOWN IN

THIS PLAN. CONSTRUCTION OPERATIONS ASSOCIATED WITH PLACING OF

THE ELECTRIC CABLES INVOLVED CONSIDERABLE EARTHWORK.

THE CONTOURS SHOWN ON THE PLAN & PROFILE SHEETS AS WELL

AS THE EXISTING GROUNDUNE SHOWN ON THE CROSS SECTIONS

REPRESENT THE EXISTING GROUND CONDmONS PRIOR TO THE

CONSTRUCTION OF THE UNDERGROUND ELECTRIC CABLES.

THE PROPOSED BIKEPATH WAS CUT/FILLED TO PROPOSED PROFILE GRADE

(TOP OF PAVEMENT ELEVATION) AND TO THE WIDTH OF PROPOSED

PAVEMENT (MINIMUM) TO INSURE PROPER PLACEMENT OF THE ELECTRIC

CABLES.

BECAUSE THE EXISTING CONDITIONS HAVE BEEN SIGNIFICANTLY

CHANGED, THE CONTRACTOR SHOULD VISIT THE SITE PRIOR

APPROXIMATELY 2400 CY OF CUT OF WAS TRUCKED OFF-SITE FROM THE

TOTAL EARTHWORK QUANTITIES SHOWN ON THE CROSS SECTIONS. THE

CONTRACTOR SHOULD BE AWAAE THAT THE FOLLOWING ADDmONAL

FACTORS WILL AFFECT HOW MUCH WORK IS LEFT ON SITE TO MEET FINAL

GRADING AS SHOWN ON THESE PLANS.

1) NO GRADING HAS BEEN DONE FROM APPROXIMATELY STATION 140+50 TO

STATION 146+ 25. (EXISTING GROUND STILL MATCHES CROSS SECTIONS)

2) AN UNDETERMINED AMOUNT OF SPOIL MATERIAL. HAS BEEN LEFT ON SITE

FROM TRENCHING OF THE (2) ELECTRIC CABLE LINES.

ALTHOUGH EXISTING CONDmONS OF THE SITE HAVE CHANGED, FINAL

GRADING SHALL MATCH CROSS SECTION INFORMATION PROVIDED IN

THESE PLANS.

THE CONTRACTOR SHALL BID ON BOTH ITEM 2031S (CUT&FILL) BASED ON

A UNIT PRICE FOR THE QUANTITIES LISTED ON THE CROSS SECTIONS.

TO BIDDING.

ITEM SPECIAL SAFElY HANDRAIL

SAFElY HANDRAIL DETAILS

BM

5' 10'

5• X 5• SQUARE POST

PRESSURE TREATED,

1 o· -o· SPACING

3• x 8. RAIL

PRESSURE TREATED

Q[TM.

\ J 'C

I

I - -~

3• x 8. RAIL

PRESSURE TREATED 5• X 5• SQUARE PO . .--_,

PRESSURE TREATED, • ----.:::::

1 0' -o• SPACING - -e -_J 4r ~

Lu

-- I ~ ---- ii5 -- I I b "" .,.._.. _.J

_..---- I .- 4' -- I - -

4· - I ----- -.

I I ~

4' !::------.

I ..... •

STAINLESS STEEL 5/8. CARRIAGE

BOLTS COUNTERSUNK AT RAIL

WITH 2 WASHERS ON BACK OF POST

BIKE PATH'"".,

CLASS C CONCRETE

• t.

~2• CHAMFER

e. , J

WIDENING FOR

REST AREA

(TYP. LT.&RT.)

ENCASEMENT '\ ~ ..___ _, ... A .

1 '-6• MIDDLE POST

3' -o• END POSTS

' THE CONTRACTOR SHALL CONSTRUCT THE RAILING TO BE CENTERED • ,. . 4

ABOUT THE CENTERLINE OF THE EXISTING CULVERT SO THAT ONLY ONE - 4 <1

4 .

POST WILL BE DIRECTLY OVER THE CULVERT. ~----~ ___,_

COSTS FOR ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO

PERFORM THE WORK DESCRIBED IN THIS NOTE AND AS SHOWN IN THE

DETAIL f,iJfM, SHALL BE INCLUDED IN THE UNIT PRICE BID (UN FT) FOR

ITEM SPECIAL. SAFETY HANDRAIL

THE FOLLOWING QUANTITY HAS BEEN CARRIED TO THE GENERAL SUMMARY:

ITEM SPECIAL. SAFETY HANDRAIL 40 UN FT

U) w lo z .....J w z w c:, w .....J .....J -> a:I

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DATE: 03/20/118 FILE: 036TC.OGN

ELECTRIC CONDUIT SCHEMATIC El ECTRIC CONDUIT NOTES 55•N2• Conduit to be-......._ ,-Ex. Electric Box Jocked or Drilled "-. p- ~ (Approx. Location)

OC-SWL-M '\. ""'•

THE CONTRACTOR SHALL CONTACT THE CllY OF

WESTERVILLE ELECTRIC DMSION 48 HRS. PRIOR TO

CONNECTION TO THE EXISTING ELECTRIC BOX.

a ~'"~,~ -:::!

a , E

1£+001

•,z-1u-r

C/L BIKl PATH

200' d a::

,•-i- -lo.I 400'

- -~ - C/L BIKE PATH

THE 2" ELECTRICAL CONDUIT SHALL BE PLACED 1.5'

FROM THE BACK OF CURB AND 2' BELOW THE

EXISTING GROUND.

THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL

EXISTING UNDERGROUND UTILITIES PRIOR TO THE

CONSTRUCTION OF THE 2" ELECTRICAL CONDUIT.

ITEM 625 DISTRIBUTION CABLE

ITEM 625 2" CONDUIT, 713.04

ITEM 625 2" CONDUIT, lYPE DB, 713.07

ITEM 625 CONDUIT JACKED OR DRILLED

ITEM 625 TRENCH (24" DEPTH)

ITEM 625 POWER SERVICE

685 LF

125 LF

560 LF

125 LF

560 LF

LUMP SUM

ALL COSTS TO PROVIDE ELECTRICAL SERVICE TO THE

SIGNS, ALL WIRING AT THE SIGNS, AND COMPLETE

ELECTRICAL WORK REQUIRED TO PROVIDE FLASHERS

IN WORKING CONOffiON SHALL BE INCLUDED IN THE

ITEMS LISTED ABOVE.

QUANTmES CARRIED TO THE GENERAL SUMMARY, SEE SHEET NO . ....S

-r--lW~

~<!B> 210'

- --l---r--70' N2• Conduit to be Jocked or Drilled

I'... __ _

Ex. Drive

V

J-fSA~i4 105+31

ITEM SPECIAL BOL!,ARD (REMOVABLE & PERMANENT}

THE BOLLARDS SHOWN IN THE PLAN, BOTH REMOVABLE

ANO PERMANENT, SHALL BE CONSTRUCTED AS PER CllY

OF COLUMBUS STD. DWG. 2442 DR. A.

COST FOR ALL LABOR, MATERIALS, ANO EQUIPMENT

NECESSARY TO PERFORM THE WORK SHALL BE INCLUDED

IN THE PRICE BIO PER EACH ITEM SPECIAL BOLLARD,

REMOVABLE OR PERMANENT.

ITEM 630 NO. 2 POST. AS PER PLAN ~

SIGN -

1 o·

BIKE PATH

18"

2'

54• 10' PAY LENGTH

-----------~ ---+-r---.

4" x 4" WOOD POST, PRESSURE TREATED 1

--- 48"

ADR & ASSOCIATES. LID. NEW ARK, OHIO/ WESTERVILLE. OHIO

TRAFFIC CONTROL SUB-SUMMARY

SHEET REF

6 1-S 6 2-S

6 3-S

6 4-S 6 5-S

6 6-S 7 7-S 7 8-S 7 9-S 7 10-S

7 11-S

7 12-S 7 13-S A 14-S 11 15-S

11 16-S 11 17-S 11 18-S

11 19-S

11 20-S

11 21-S 12 22-S 14 23-S 14 24-S 14 25-S

14 26-S sa:1 1-a 1-11 2-a

11-1• 3-EL

STATION

95+84 96+14

96+45

96+50 96+75

98+50 103+16

105+14.5 105+16 105+31

105+90

106+10 106+01 108+10 127+71

129+37.5 129+71

129+67.5

130+20

130+15

130+51 133+15 144+18 146+18 146+42

147+15

96+50 To 105+16 106+10 To 129+.l.'i 130+50 To 146+18

7 1-TL 105+38.02 To 105+R?.10 7 2-TL 105+39.25 To 105+83.35 11 3-TL 129+75.29 To 130+09.29 11 4-TL 129+77.15 To 130+11.15

6 1-BR 96+50

7 2-BR 105+16

7 3-BR 106+10

11 4-BR 129+35

11 5-BR 130+50

14 6-BR 146+18

9 7-BR 115+29

9 8-BR 115+34

9 9-BR 115+39

6 1-BP 96+50

7 2-BP 105+16

7 3-BP 106+10

11 4-BP 129+35

11 5-BP

14 6-BP 146+18

6 1-W 98+45 7 2-W 103+21 8 3-W 108+05 11 4-W 127+76 12 5-W 132+10 14 6-W 144+23

OFFSET

10.5

6.5

SIDE

LT

LT

RT

LT

RT

LT

RT

LT

RT

LT

RT

LT

RT

LT

RT

LT

LT

LT

RT

LT

RT

LT

RT

RT

LT

SIGN, FIAT SHEET, lYPE G

SIGN CODE

NUMBER

W-76AB-30

M-7-24

N-15A-24 M-7-24

N-15A-24 R-1-18

W-76AB-30

W-45A-18 W-45A-18

W-76AB-30

R-1-18 M-7-24

N-15A-24

M-7-24 N-15A-24 R-1-18

W-76AB-30

W-45A-18 W-45A-18

W-76AB-30

R-1-18 M-7-24

N-15A-24 M-7-24

N-15A-24 R-1-18

W-76AB-30

W-45A-18 W-45A-18

R-1-18 M-7-24

N-15A-24

SIGN

SIZE

30"x30" 24"x18" 24"x6" 24"x18" 24"x6" 18"x18" 30"x30"

18"x18" 18"x18---.

30"x30" 18"x15-■

24"x1 B" 24"x6"

24"x18" 24"x6" 18"x18"

18"x18" 18"x18"

30"x30" 18"x18" 24"x18" 24"x6" 24"x18" 24"x6" 18"x18"

30"x30" 18"x18" 18"x18" 18"x18"

24"x6"

SQ FT

6.25 3.00 1.00 3.00 1.00 2.25 6.25

2.25 2.25 6.25 2.25 3.00 1.00

3.00 1.00 2.25 6.25 2.25 2.25

6.25 2.25 3.00 1.00 3.00 1.00 2.25

6.25 2.25 2.25 2.25 3.00 1.00

RT M-7-24 24"x18" 3.00

CL

CL

CL

LT

RT

LT

LT

CL

CL

CL

CL

CL

CL

LT&RT

LT&RT

LT&RT

LT&RT

LT&RT

LT&RT

LT&RT

LT&RT

LT&RT

LT

RT

LT

RT

LT

RT

N-15A-24 24"x6" 1.00

GROUND MOUNTED SUPPORT

NO.OF

POST

REC'D

EACH

N0.2

POST,

Afj PER

PIAN

UN FT

N0.2

POST

UN FT

13.5 13.25

13.25

13.5

13.25

13.25

13.5

13.25

13.25

13.5

13.25

13.25

TOTAL 96.50 26 120 187

SIGN

FLASHER

ASSEMBLY

EACH

4' DIA

POLE,

730.03

~1' LENGTH)

WCONC.EMB.

EACH

4"

EDGE

LINE,

YELLOW

(@ Ol)

MILE

0.16 0.44 0.30

8' TRANSi/ERSE

LINE,

1'11-fil

UN FT

644 SPECIAL SPECIAL

PAVEMENT

MARKINGS, BOLLARD BOLLARD

MISC., WORD REMOVABLE PERMANENT

ON PAVEMENT (SEE NOTES) (SEE NOTES)

"STOP AHEAD"

EACH EACH EACH

0.90 396 6 12 12 QUANTmES CARRIED TO THE GENERAL SUMMARY.

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BIKE PATH TRAFFIC CONTROL 1qqso,0

DATE: 04/07 /98 FILE: 036GSCLC.DGN ADR & ASSOCIATES. LTD. NE\\ ARK, OHIO/ \\'ESTERVILLE. OH10 .

CALCULATIONS ROADWAY QUANTITIES

~ aJ

~ 25

ITEM 404 1 1 /2" ASPHALT CONCRCTE. AC-20 ITEM 304 6" AGGREGATE BASE 608 608

STATION 96+40 TO STATION 102+00 (LT & RT) STATION 96+40 TO STATION 102+00 (LT & RT)

560 LF x 10· x 1.50"/12· /27 = 26 CU YD 560 LF x 11' x 6"/12· /27 =114CUYD 4" CURB STATION 102+00 TO STATION 105+30.49 (LT & RT) STATION 102+00 TO STATION 105+30.49 (LT & RT) SHEET REF STATION OFFSET SIDE CONCRETE RAMP,

330.5 LF x 10· x 1.50" /12· /27 = 15 CU YD 330.5 LF x 11' x 6"/12· /27 = 68 CU YD # # WALK TYPE 2 STATION 105+90.84 TO STATION 108+00 (LT & RT) STATION 105+90.84 TO STATION 108+00 (LT & RT)

209.2 LF x 10· x 1.so"/12· /27 = 10 CU YD 209.2 LF x 11' x 6"/12" /27 = 43 CU YD STATION 108+00 TO STATION 114+00 (LT & RT) STATION 108+00 TO STATION 114+00 (LT & RT) SQ FT EACH

600 LF x 10' x 1.50"/12· /27 = 28 CU YD 600 LF x 11' x 6"/12· /27 = 122 CU YD

STATION 114+00 TO STATION 120+00 (LT & RT) STATION 114+00 TO STATION 120+00 (LT & RT) 7 1-C 105+27.24 1 o· RT 214 600 LF x 10' x 1.50"/12" /27 = 2B CU YD 600 LF x 11' x 6"/12" /27 = 122 CU YD 7 2-C 105+30.49 CL 72 1

STATION 120+00 TO STATION 126+00 (LT & RT) STATION 120+00 TO STATION 126+00 (LT & RT) 7 3-C 105+90.84 CL 72 1 600 LF x 10· x 1.so·;12· /21 = 28 CU YD 600 LF x 11' x 6"/12· /27 = 122 CU YD 7 4-C 105+97.76 1 o· RT 221

STATION 126+00 TO STATION 129+66.30 (LT & RT) STATION 126+00 TO STATION 129+66.30 (LT & RT)

366.3 LF x 1 o· x 1.so· /12· /21 = 17 CU YD 366.3 LF x 11' x 6"/12" /27 = 75 CU YD

STATION 130+2B.06 TO STATION 132+00 (LT & RT) STATION 130+28.06 TO STATION 132+00 (LT & RT) TOTAL 579 2

171.9 LF x 10' x 1.50"/12" /27 = 8 CU YD 171.9 LF x 11' x 6"/12· /27 = 35 CU YD QUANTITIES CARRIED TO THE GENERAL SUMMARY. 0

STATION 132+00 TO STATION 138+00 (LT & RT) STATION 132+00 TO STATION 138+00 (LT & RT) z 600 LF x 10' x 1.50"/12" /27 = 28 CU YD 600 LF x 11' x 6"/12· /27 = 122 CU YD GENERAL SUMMARY <(

STATION 138+00 TO STATION 144+00 (LT & RT) STATION 13B+OO TO STATION 144+00 (LT & RT)

>-500 LF x 10· x 1.so·;12· /27 = 2B CU YD 600 LF x 11' x 6"/12· /27 = 122 CU YD STATION 144+00 TO STATION 146+28.46 (LT & RT} STATION 144+00 TO STATION 146+2B.46 (LT & RT) 0:

228.5 LF x 10' x 1.50"/12" /27 =11CUYD 228.5 LF x 11' x 6"/12· /27 = 47 CU YD ITEM ITEM GRAND UNIT <( >- ADD FOR WIDENING O OLD COUNTY LINE ROAD ADD FOR WIDENING O OLD COUNTY LINE ROAD EXT TOTAL DESCRIPTION ~o:

45.55 SF x 1 .so·/ 12· /27 = 0.21 CU YD 45.55 SF x 6" /12" /27 = 0.84 CU YD ~<(

ADD FOR WIDENING O COUNTY LINE ROAD ADD FOR WIDENING O COUNTY LINE ROAD ::J ~

(SOUTH} 37.33 SF x 1.50"/12" /27 = 0.17 CU YD (SOUTH} 37.33 SF x 6"/12"/27 = 0.69 CU YD Cl) ~ (NORTH) 36.81 SF x 1.50"/12"/27 = 0.17 CU YD (NORTH} 36.81 SF x 6"/12"/27 = 0.6B CU YD ** ROADWAY **

I ::J ADD FOR WIDENING O HOFF ROAD ADD FOR WIDENING O HOFF ROAD 201 11001 LUMP CLEARING AND GRUBBING, AS PER PLAN SEE SHEET NO. 3.) co Cl) (SOUTH} 221.58 SF x 1.50"/12" /27 = 1.03 CU YD (SOUTH) 221.58 SF x 6"/12" /27 = 4.10 CU YD 203 12000 4834 CU YD EXCAVATION NOT INCLUDING EMBANKMENT CONSTRUCTION ::J (NORTH) 16B.94 SF x 1.50"/12"/27 = 0.78 CU YD (NORTH) 168.94 SF x 6" /12" /27 = 3.13 CU YD 203 20000 1051 CU YD EMBANKMENT Cl) _J

ADD FOR WIDENING O MAXTOWN ROAD ADD FOR WIDENING O MAXTOWN ROAD - <(

44.70 SF x 1.50"/12"/27 = 0.21 CU YD 44.70 SF x 6" /12' /27 = 0.83 CU YD Cl) 0:

ADD FOR WIDENING O BRIDGE ADD FOR WIDENING O BRIDGE ** EROSION CONTROL ** zw STATION 110+22 TO STATION 110+82 STATION 110+22 TO STATION 110+82 659 10000 12190 SQ YD SEEDING AND MULCHING oz 320 SF x 1.50' /12· /27 = 1.48 CU YD 320 SF x 6'/12· /27 = 5.93 CU YD 659 20000 1.1 TON COMMERCIAL FERTILIZER ADD FOR CONNECTING BIKE PATH TO MAPLEBROOK ADD FOR CONNECTING BIKE PATH TO MAPLEBROOK -w

659 35000 26 MGAL WATER

~C)

DR. & HOFFWOODS CONDOMINIUMS STA. 1 15+34 DR. & HOFFWOODS CONDOMINIUMS STA. 115+34

645.84 SF x 1.50'/12'/27 = 2.99 CU YD 712.46 SF x 6"/12· /27 = 13.19 CU YD

TOTAL = 234 CU YD TOTAL = 1021 CU YD ::J

0 ** DRAINAGE ** [EM 402 J 1 /2" ASPl:v\LT CONCRCTE. AC-20 ITEM 659 COMMERCIAL FERTILIZER

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SEEDING AND MULCHING = 12190 SQ YD (FROM SHEET N0._3__.) 603 04200 71 LIN FT 12" CONDUIT, TYPE A. 706.02 560 LF x 10· x 1.50"/12" /27 = 26 CU YD 0 APPLICATION RATE AS PER ODOT 659.08: 603 04600 219 LIN FT 12" CONDUIT. TYPE C. 706.02 STATION 102+00 TO STATION 105+30.49 (LT & RT) 12190 SY x(9 SF /SY)/(1000 SF)x(20 LBS)/(2000LBS/TON)= ...1..L TON 603 07200 52 LIN FT 18" CONDUIT. TYPE A. 706.02 330.5 LF x 10· x 1.50"/12· /27 = 15 CU YD

STATION 105+90.B4 TO STATION 108+00 (LT & RT) QUANTITY CARRIED TO THE GENERAL SUMMARY. 604 04100 2 EACH CATCH BASIN, NO. 2-28

209.2 LF x 10· x 1.50•;12· /21 = 10 CU YD

STATION 108+00 TO STATION 114+00 (LT & RT} ITEM 659 WATER 604 31500 1 EACH MANHOLE. NO. 3

600 LF x 10· x 1.50"/12· /27 = 2B CU YD SEEDING AND MULCHING = 12190 SQ YD (FROM SHEET NO . .l_.)

STATION 114+00 TO STATION 120+00 (LT & RT) APPLICATION RATE AS PER ODOT 659.09: ** PAVEMENT '*

600 LF x 10· x 1.so"/12· /27 = 2B CU YD 12190 SY x(9 SF/SY)/(1000 SF}x(120 LBS)/(1000}x 2 =-1§...MGAL 304 20000 1021 CU YD AGGREGATE BASE STATION 120+00 TO STATION 126+00 (LT & RT) QUANTITY CARRIED TO THE GENERAL SUMMARY. 402 46000 234 CU YD ASPHALT CONCRETE. PG64-22

600 LF x 10' x 1.50"/12· /27 = 2B CU YD 404 46000 234 CU YD ASPHALT CONCRETE, PG64-22 STATION 126+00 TO STATION 129+66.30 (LT & RT) 608 10000 579 SQ FT 4" CONCRETE WALK

366.3 LF x 10· x 1.50"/12· /27 = 17 CU YD 608 54000 2 EACH CURB RAMP. TYPE 2

0 STATION 130+28.06 TO STATION 132+00 (LT & RT)

171.9 LF x 10· x 1.50"/12" /27 = 8 CU YD ** TRAFFIC CONTROL '*

STATION 132+00 TO STATION 138+00 (LT & RT) 630 02100 187 LIN FT GROUND MOUNTED SUPPORT, NO. 2 POST 600 LF x 10' x 1.50"/12" /27 = 2B CU YD 630 02101 120 LIN FT GROUND MOUNTED SUPPORT, NO. 2 POST, AS PER PLAN

STATION 138+00 TO STATION 144+00 (LT & RT) 630 80102 96.50 SQ FT SIGN, FLAT SHEET, TYPE G w 600 LF x 10· x 1.50"/12· /27 = 2B CU YD 631 92000 2 EACH SIGN FLASHER ASSEMBLY _J

STATION 144+00 TO STATION 146+ 28.46 (LT & RT) 630 97700 2 EACH 4" DIA. POLE. 730.03, W/CONCRETE EMBEDMENT _J

228.s LF x 1 o· x 1.so· ;12· /27 -=11CUYD > ADD FOR WIDENING O OLD COUNTY LINE ROAD 625 23308 685 LIN FT DISTRIBUTION CABLE O:I 45.55 SF x 1.50" /12" /27 = 0.21 CU YD 625 25400 125 LIN FT 2" CONDUIT. 713.04 w I-ADD FOR WIDENING O COUNTY LINE ROAD 625 25402 560 LIN FT 2" CONDUIT, TYPE DB, 713.07 I- <( (SOUTH) 37.33 SF x 1.50"/12" /27 = 0.17 CU YD 625 25900 125 LIN FT CONDUIT, JACKED OR DRILLED f:g a.. (NORTH) 36.81 SF x 1.50" /12" /27 = 0.17 CU YD 625 29002 560 LIN FT TRENCH (24" DEPTH)

ADO FOR WIDENING O HOFF ROAD s w (SOUTH) 221.58 SF x 1.50"/12' /27 = 1.03 CU YD 625 34000 LUMP POWER SERVICE LL~ (NORTH) 168.94 SF x 1.50'/12"/27 = 0.78 CU YD 644 00100 0.90 MILE EDGE LINE, YELLOW

ADD FOR WIDENING O MAXTOWN ROAD 644 00700 396 LIN FT TRANSVERSE LINE, WHITE om

44.70 SF x 1.50"/12"/27 = 0.21 CU YD 644 50100 6 EACH PAVEMENT MARKINGS, MISC. , WORD ON PAVEMENT "STOP AHEAD"

ADD FOR WIDENING O BRIDGE

~ STATION 110+22 TO STATION 110+82

320 SF x 1.50" /12" /27 = 1.48 CU YD SPECIAL 12 EACH BOLLARD, REMOVABLE SEE SHEET NO. 4. -

ADD FOR CONNECTING BIKE PATH TO f.4APLEBROOK SPECIAL 12 EACH BOLLARD. PERMANENT SEE SHEET NO. 4. 0 DR. & HOFFWOODS CONDOMINIUMS STA. 115+34 SPECIAL 40 LIN FT SAFETY HANDRAIL (SEE SHEET NO. 3.)

645.84 SF x 1.50" /12'/27 = 2.99 CU YD @ TOTAL = 234 CU YD 623 10000 LUMP CONSTRUCTION LAYOUT STAKES

624 10000 LUMP MOBILIZATION

BIKE PATH CALCULATIONS. QUANTITIES & GENERAL SUMMARY

DATE: 01/29/99 FILE: 038PP001.DGN

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DATE: 03/18/98 FlLE: 970036XS.DGN Vl•XS5 ADR & ASSOCIATES.LTD NEW ARK_ OHIO/ WESTERVILLE. OHIO .

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