INDEST ST. FRONT ST.DUPERIER AVE.MARIE ST. PARKVIEW …mourain.com/wp-content/uploads/Construction...indest st. jefferson st. main st. bike trail note : contractor to coordinate exact

PROPOSED RENDER

NOT TO SCALE

A-1

CMM

PJA

1 1/2" = 1'-0"

BIKE TRAIL MAP

SHEET NAME

SHEET #

SCALE

CHECKED BY

DRAWN BY

DATE ISSUED

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CONTRACTOR SHALL COORDINATE DRAWINGS,

PROJECT MANUAL, OWNER FURNISHED ITEMS

AND ALL OTHER DOCUMENTS OF THE

CONTRACTOR AND COORDINATE ALL TRADES

AND MATERIAL SUPPLIERS.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

DISCREPANCIES OR CONFLICTS BETWEEN

PROJECT MANUAL AND DRAWINGS SHALL BE

MADE KNOW TO THE ARCHITECT FOR

CLARIFICATION.

COPYRIGHT 2016 BY PAUL J. ALLAIN, ARCHITECT

APAC. REPRODUCTION OF THE MATERIAL HEREIN

WITHOUT THE WRITTEN PERMISSION OF PAUL J.

ALLAIN, ARCHITECT APAC VIOLATES THE

COPYRIGHT LAWS OF THE UNITED STATES AND

WILL BE SUBJECT TO LEGAL PROSECUTION.

A1 BIKE TRAIL MAP

A2 EXISTING & PROPOSED SITE PLANS

A3 ENLARGED PROPOSED SITE PLAN

A4 ELECTRICAL AND DRAINAGE PLANS

A5 SECTIONS AND DETAILS

A6 DETAILS

C1 BIKE LANE PERMIT PLANS



2

PROPOSED BICYCLE TRAIL

NOT TO SCALE

1

LEGEND :

BICYCLE RACK INSTALLED ON EXISTING CONCRETE PAVING

COORDINATE EXACT LOCATION W/ ARCHITECT PRIOR TO

INSTALLATION. (15 TOTAL) ALLOWANCE: $1,000 PER RACK

FREESTANDING WAY FINDING SIGN. ONE TO BE LOCATED IN

CHURCH ALLEY PARK (SEE PROPOSED SITE PLAN) AND ONE

TO BE LOCATED IN CITY PARK (COORDINATE EXACT LOCATION

WITH ARCHITECT PRIOR TO INSTALLATION) (2 TOTAL)

ALLOWANCE: $2,000 PER KIOSK

1

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

PROPOSED BICYCLE RACK

SCALE: 1 1/2" = 1'-0"

3

PROPOSED BICYCLE RACK MOUNTING PLATE

SCALE: 3" = 1'-0"

4

(4) 3/8" STAINLESS ANCHOR BOLTS. DRILL

AND EPOXY INTO EXISTING CONCRETE SIDEWALK

1.5"Ø ROUND 304 STAINLESS TUBE

W/ 0.120" WALL W/ BRUSHED FINISH

CUSTOM LOGO PRECISION CUT FROM 0.120"

304 STAINLESS W/ BRUSHED FINISH

BASE PLATE W/ (4) 7/16" HOLES CUT FROM 0.18"

304 STAINLESS W/ BRUSHED FINISH. WELDED TO

BOTTOM OF RACK.

25" DIAMETER

6"

DIAMETER

2'-5"

1.5"Ø ROUND 304 STAINLESS TUBE

W/ 0.120" WALL W/ BRUSHED FINISH

WELDED TO BASE PLATE

(4) 3/8" STAINLESS EXPANSION ANCHOR BOLTS. DRILL

AND EPOXY INTO EXISTING CONCRETE SIDEWALK

2

16' WIDE x 114' LONG = 1,824 SQ. FT. EXTERIOR

SCOPE OF WORK FOR THIS PROJECT INCLUDES A

COMPLETE RENOVATION TO A PORTION OF CHURCH

ALLEY AND ESTABLISHING A CITY WIDE BICYCLE

ROUTE ON EXISTING SURFACE STREETS.

INSTEAD OF A 4" REINFORCED CONCRETE SUB-BASE, PROVIDE A 4"

LAYER OF COMPACTED LIMESTONE SUB-BASE W/ CONCRETE GRADE

BEAM AT PERIMETER OF PLANTER AREAS AND FRONT AND REAR

EDGE LINE AT LIMITS OF CONSTRUCTION. SEE DETAIL 7/A-5

REMOVE ALL SEVEN (7) FREESTANDING ALUMINUM PLANTERS W/

TRELLIS SYSTEMS.

REMOVE SHARED BIKE PATH PAVING MARKINGS ON PARKVIEW DRIVE

AND MAIN STREET ONLY.

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BIKE TRAIL NOTE :

CONTRACTOR TO COORDINATE EXACT LOCATION OF BIKE RACKS &

WAY FINDING SIGNS W/ ARCHITECT PRIOR TO INSTALLATION. REFER

TO SHARED LANE BIKE PATH DRAWINGS FOR PAVEMENT STENCIL

LOCATIONS. THE 18 ADDITIONAL SHARED LANE BIKE PATH MARKINGS

NOT SHOWN ON THE PROVIDED DRAWINGS ARE TO BE LOCATED BY

ARCHITECT ON THE REMAINING PORTION OF BIKE ROUTE.

1) GENERAL CONTRACTOR SHALL HIRE AN INDEPENDENT TESTING

LABORATORY TO PERFORM ALL TESTING OF SOILS, CONCRETE &

PROOF ROLLS. ALL COSTS FOR HIRING SHALL BE BY G.C.

2) GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS & SITE

UTILITIES IN FIELD PRIOR TO BIDDING. ACCESS TO SITE AND PERMITS,

AND SHALL BE INCLUDED IN BID PRICE.

3) DIMENSIONS ARE TAKEN TO OUTSIDE OF BUILDING LINE AT EXTERIOR

WALLS AND FACE OF STUD AT INTERIOR WALLS, UNLESS SPECIFICALLY

SHOWN OTHERWISE.

4) DO NOT SCALE DRAWINGS IF DIMENSIONS ARE GIVEN. USE FIGURED

DIMENSIONS ONLY. ALL DIMENSIONS NOT GIVEN OR IN CONFLICT

SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO

WORK BEING DONE.

5) NO WORK SHALL BE EXECUTED WHICH INCREASES THE CONTRACT BID

SUM, BY THE GENERAL OR ANY SUB-CONTRACTOR, UNLESS WRITTEN

AUTHORIZATION FROM THE OWNER OR HIS AGENT HAS BEEN

OBTAINED.

6) ALL CONSTRUCTION SHALL MEET OR EXCEED THE MINIMUM

REQUIREMENTS OF THE "INTERNATIONAL BUILDING CODE" (IBC) 2012

"LIFE SAFETY CODE" NFPA 101 2012, LOUISIANA STATE PLUMBING

CODE, NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL OTHER

APPLICABLE FEDERAL, STATE, AND LOCAL CODES.

7) CONCRETE LANDINGS AT ALL PASSAGE DOORS MUST BE 5'-0" x 5'-0"

MIN. W/ A SLOPE OF 1/4" : 12" MAX AND 18" MINIMUM CLEAR SPACE AT

PULL/LATCH SIDE OF DOOR. SEE CIVIL DRAWINGS.

8) COORDINATE ALL WATER, SEWAGE, AND ELECTRICAL SERVICES W/

LOCAL UTILITY COMPANY.

9) ALL WORK AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF

ONE YEAR MINIMUM FROM THE DATE OF CERTIFICATE OF OCCUPANCY.

10) CONTRACTOR TO ASK FOR DETAILS WHENEVER UNCERTAIN ABOUT

METHODS OF INSTALLATION. LACK OF DETAILS NOT REQUESTED

SHALL NOT EXCUSE IMPROPER INSTALLATION AND CORRECTION TO BE

RESPONSIBILITY OF CONTRACTOR.

11) INTENT OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL ITEMS

REQUIRED FOR THE COMPLETION OF THE WORK. ALL ITEMS

NECESSARY FOR THE COMPLETION OF WORK SHALL BE REQUIRED

WHETHER OR NOT THEY ARE SHOWN ON THE DOCUMENTS, BUT ARE

INFERABLE AS BEING NECESSARY TO PROVIDE INTENDED RESULTS.

12) CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL WORK WITH

VARIOUS TRADES AS REQUIRED.

13) CONTRACTOR SHALL PASS ALL INSPECTION AND APPROVALS AS

REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION DURING

COURSE OF CONSTRUCTION.

14) RETAIN STORED ITEMS IN AN ORDERLY ARRANGEMENT ALLOWING

MAXIMUM ACCESS, NOT IMPEDING TRAFFIC OR DRAINAGE, AND

PROVIDING REQUIRED PROTECTION OF MATERIALS. ALL MATERIALS TO

BE FREE OF DEBRIS AND NOT DAMAGED PRIOR TO INSTALLATION.

15) UPON COMPLETION OF WORK, THE CONTRACTOR SHALL PROPERLY

CLEAN SITE.

16) CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE

CONTROL OVER THE CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, AND PROCEDURES UNLESS THE CONSTRUCTION

DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING

THESE MATTERS.

17) CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY FENCING

AROUND CONSTRUCTION AREAS AND MAINTAIN THOUGH DURATION OF

PROJECT. FENCING SHALL NOT PROHIBIT EGRESS/ENTRY TO

BUILDINGS AND SITE. ENTRY GATES AND DRIVES SHALL ALSO NOT BE

BLOCKED.

18) CONTRACTOR TO FOLLOW ALL D.O.T.D. REQUIREMENTS FOR

TEMPORARY TRAFFIC CONTROL STANDARDS DURING THE

CONSTRUCTION PROCESS. REFER TO PROJECT MANUAL SECTION FOR

MORE INFORMATION. CONTRACTOR MUST ALSO FOLLOW ALL

REQUIREMENTS OF THE D.O.T.D. BIKE PATH PERMIT.

+2.125"

(DOOR)

12345678

PROPOSED SITE PLAN & EQUIPMENT/ FURNITURE PLAN

SCALE: 1/8" = 1'-0"

EXISTING SITE PLAN & DEMOLITION PLAN

SCALE: 1/8" = 1'-0"

A-2

CMM

PJA

1/8" = 1'-0"

SITE PLANS

SHEET NAME

SHEET #

SCALE

CHECKED BY

DRAWN BY

DATE ISSUED

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70560

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9

OLIVE JUICE

(20' HEIGHT)

WORMSERS

(22' HEIGHT)

D.S. D.S.

HISTORICAL MARKER

TRAFFIC PANEL BOX

GAS METERS

WATER METER

ABOVE GROUND WATER METER TO REMAIN

EXISTING CATCH BASIN

EXISTING CONCRETE

SIDEWALK TO BE REMOVED

1

OLIVE JUICE

(20' HEIGHT)

WORMSERS

(22' HEIGHT)

D.S. D.S.

WRAP TRAFFIC PANEL BOX

W/ VINYL GRAPHIC DECAL

EXISTING WATER METER

EXISTING

CATCH BASIN

2

PAVER COLOR TYPE 'B'.

PAVER COLOR TYPE 'A'

PAVER COLOR TYPE 'B'

LIGHT FRAMES

ABOVE

(3) 6"x6"x42" METAL BOLLARDS

SET INTO CONCRETE. PAINTED

EXISTING ACCESS MAN HOLE

PLANTER

PLANTER

DEMOLITION NOTES:

REMOVE EXISTING CONCRETE. PROTECT STEPPED BRICK FOUNDATION ON ADJACENT

BUILDINGS.

REMOVE 12" OF TOP SOIL AND GRAVEL FROM THE SITE AND REPLACE 4" W/ SELECT A-4

COMPACTED FILL.

CUT DOWN AND GRADE EXISTING GRAVEL AREA TO BE LEVEL WITH NEWLY PAVED

SURFACE.

REMOVE AND PROTECT HISTORIC 3 LANGUAGE WORMER'S BUILDING PLAQUE DURING

PAINTING AND PREPARE FOR REINSTALLATION.

PRESERVE ALL METERS AT PRESENT ELEVATIONS UNLESS SPECIFICALLY NOTED.

BE AWARE THAT A LIFT STATION IS TO INSTALLED BY THE CITY IN THIS AREA. (OFF

CONSTRUCTION SITE AREA - NOT IN CONTRACTOR'S SCOPE OF WORK)

EXISTING ACCESS MANHOLE WILL BE REMOVED BY CITY. (OFF CONSTRUCTION SITE AREA -

NOT IN CONTRACTOR'S SCOPE OF WORK)

EXISTING CATCH BASIN TO REMAIN.

PREPARE THE EXISTING MASONRY WALLS FOR NEW PAINT. (BY OWNER)

PRESERVE TRAFFIC LIGHT CONTROL BOX IN PLACE. PREPARE TO INSTALL VINYL DECAL ON

SURFACE.

REMOVE EXISTING FOUNDATION TO BELOW LEVEL OF BOTTOM OF NEW CONCRETE SLAB.

BARRICADE AT EACH END OF ALLEY DURING CONSTRUCTION TO PREVENT PEDESTRIAN

THROUGH TRAFFIC.

VERIFY SERVICES TO EXTERIOR METAL PIPE ON BUILDING. CREATE A HORIZONTAL AND

VERTICAL PIPE RUN PRIOR TO PAINTING OF THE WALL. PAINT PIPE THE SAME COLOR AS

THE WALL. NOTIFY THE BUILDING OWNER AND ARCHITECT PRIOR TO COMMENCING THIS

WORK. (BY OWNER)

REMOVE EXISTING FREESTANDING VACANT METAL BUSINESS SIGN & CONCRETE

FOUNDATION.

1

2

3

4

5

12

EXISTING CONCRETE


LINE OF EXISTING

CONCRETE

SIDEWALK TO BE

REMOVED

ACCESS MAN HOLE

EXISTING GRASS PLANTER AREA

PHASE 1 - LIMIT OF CONSTRUCTION

EXISTING

CONCRETE

SIDEWALK

EXISTING MASONRY WALL TO

BE CLEANED AND PAINTED.

(BY OWNER)



(BY OWNER)

4

5

°

LINE OF EXISTING

SIDEWALK AND

NEW PAVERS

TRANSITION

PLANTER TO HAVE HOSE BIB IN FREEZE PROOF

WATER BOX AND 120W WP GFI DUPLEX RECEPTACLE.

PLANTER TO HAVE HOSE BIB IN

FREEZE PROOF WATER BOX AND

120W WP GFI DUPLEX RECEPTACLE.

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PHASE 1 - LIMIT OF CONSTRUCTIONPHASE 2 - FUTURE DEVELOPMENT

16'-0"

114'-0"

C.B.

C.B.

C.B.

C.B.

EXISTING GRAVEL AREA

1

A-5

1

A-5

3

A-5

3

A-5

2

A-5

2

A-5

EXISTING GAS METERS

LINE OF EXISTING

GRAVEL AREA

AND NEW PAVERS

EXISTING CONCRETE DRAIN LINE

15'-0"

TYP.

6

7

8

9

10

11

1

1

1

13

2

3

2

EXISTING SIDEWALK TO REMAIN

EXISTING SIDEWALK TO BE REMOVED. PREPARE FOR NEW

CONCRETE SIDEWALK TO MATCH ADJACENT NEWLY PAVED SURFACE

4

5

55

6

7

8

9

9

9 10

11

13

APPROXIMATELY 140'-0"

(ENTIRE FACADE FACING CHURCH ALLEY TO BE PAINTED)

2

A-6

3

A-6

EQUIPMENT / FURNITURE LEGEND:

FREESTANDING CHURCH ALLEY INFORMATION PANEL. ALLOWANCE: $3,000

CHURCH ALLEY HISTORICAL MARKER PLAQUE (FURNISHED BY OWNER,

INSTALLED BY CONTRACTOR)

BICYCLE TRAIL WAY FINDING INFORMATIONAL KIOSK. (2 TOTAL) (SECOND

SIGN LOCATED IN CITY PARK. SEE PROPOSED BICYCLE TRAIL MAP)

ALLOWANCE: $2,000 PER KIOSK

DUMOR INC. 19 SERIES 6' BENCH (2 TOTAL) ALLOWANCE: $2,000 PER BENCH

DUMOR INC. METAL TRASH RECEPTACLE 107 (1 TOTAL) ALLOWANCE: $1,000

2"x4"x1/4" OVERHEAD ALUMINUM TUBULAR FRAME. CLEAR MIL FINISH (8

TOTAL)

72" x 24" EXTERIOR GRADE CANVAS BANNER W/ 2 MOUNTING BRACKETS PER

BANNER. (4 BANNERS & 8 BRACKETS TOTAL) ALLOWANCE: $1,000 TOTAL

VERTICAL CHURCH ALLEY PARK SIGN. 10" HT. x 1/2" TH. PRECISION CUT

ALUMINUM LETTERS. PAINTED

BICYCLE RACKS. SEE PROPOSED BICYCLE TRAIL MAP. (15 TOTAL)

ALLOWANCE: $1,000 PER RACK

BICYCLE ROUTE SIGNS. SEE PROPOSED BICYCLE TRAIL MAP. (15 TOTAL)

VINYL WRAP GRAPHIC OVER TRAFFIC PANEL BOX. ALLOWANCE: $1,000

CUSTOM ALUMINUM PLANTER BOX W/ MCNICHOLS ECO-MESH TRELLIS

SYSTEM. PRIMED AND PAINTED. SEE SHEET A-3 FOR DETAILS. (7 TOTAL)

1

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3

4

5

6

7

8

1

2 3

4

4

6

66

6

66

6

6

7

77

7

8

9

10

99

1

A-3

+1.75"

-0.375"

+1.375"

0.00" BENCHMARK

-4.375"

-4"

+5.375"

+5.375" APPROX. F.F.E.

@ OLIVE JUICE ENTRY DOOR

-1.375" APPROX. F.F.E.

@ WORMER'S ENTRY DOOR

+3.625"

+4.625"

+4.875"

+0.625"

+1.625"

+4.125"

+9.125"

-8.875"

C.B.

APPROX. 113'-4"

(BRICK FACADE TO BE PAINTED)

12'-2"

(EXISTING STUCCO

TO REMAIN.

DO NOT PAINT)

EXISTING WORMSER'S HISTORICAL PLAQUE.

REINSTALL AFTER WALL IS PAINTED.

1

NEW CONCRETE SIDEWALK. MATCH ELEVATION

OF ADJACENT NEWLY PAVED SURFACE.

12" WIDE GRAVEL BORDER ALONG BUILDING

W/ METAL GARDEN BAND EDGING



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11

℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄

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5

EXISTING ABOVE GROUND

WATER METER

12

1212 12 12 12 12 12

TRAFFIC SIGNAL BOX

SEWER COVER

EXTEND 1/4" THICK ALUMINUM SPACER BAR

TO ANCHOR PLANTER BOX THROUGH

PAVERS TO CONCRETE SUB-BASE W/ (4) 3/8"

CONCRETE ANCHOR BOLTS. DRILL

AND EPOXY INTO CONCRETE SUB-BASE.

3

4

A-3

PLANTER/TRELLIS SECTION

SCALE: 1/4" = 1'-0"

2'-4 15/16"

PLANTER/TRELLIS ELEVATION

SCALE: 1/4" = 1'-0"

A-6

5

A-6

5

6

75

4

A-5

1

A-3

CMM

PJA

1/4" = 1'-0"

ENLARGED SITE PLAN

SHEET NAME

SHEET #

SCALE

CHECKED BY

DRAWN BY

DATE ISSUED

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70560

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9

OLIVE JUICE

(20' HEIGHT)

WORMSERS

(22' HEIGHT)

WRAP TRAFFIC

PANEL BOX W/ VINYL

GRAPHIC DECAL


TO REMAIN.ADJUST HEIGHT

AS REQUIRED TO BE FLUSH

W/ FINISHED SURFACE.


WATER METER TO REMAIN.

EXISTING

CATCH BASIN

TO REMAIN.

REINSTALL EXISTING WORMSER'S

HISTORICAL PLAQUE AFTER PAINTING.

COLOR TYPE 'A': 4" WIDE x 8" LONG x 2 3/8"

THICK CONCRETE PAVER STONE.

MANUFACTURED BY PAVESTONE: HOLLAND

STONE SERIES - PROVENCIAL FINISH.

PARQUET PATTERN. COLOR BY ARCHITECT.

BIKE TRAIL WAY FINDING KIOSK TO BE SET ON

BRICK PAVERS. MOUNT TO CONCRETE SLAB.

CHURCH ALLEY HISTORICAL PLAQUE. (BY

OWNER. REINSTALLED BY CONTRACTOR)

CHURCH ALLEY INFORMATION

PANEL TO BE SET ON BRICK PAVERS.

MOUNT TO CONCRETE SLAB.

TRASH RECEPTACLE

COLOR TYPE 'B': 4" WIDE x 8" LONG x 2 3/8" THICK

CONCRETE PAVER STONE. MANUFACTURED BY

PAVESTONE: HOLLAND STONE SERIES - PROVENCIAL

FINISH. PARQUET PATTERN. COLOR BY ARCHITECT.





LIGHT FRAMES ABOVE

(3) 6"x6"x42" METAL BOLLARDS

SET INTO CONCRETE

EXISTING MAN HOLE

TO BE ALTERED BY OWNER.

PLANTER

PLANTER

VERTICAL PRECISION CUT CHURCH ALLEY PARK SIGN WELDED

TO VERTICAL ALUMINUM TUBE OF OVERHEAD LIGHT FRAME.

6' BENCH. ANCHOR

THROUGH BRICKS

INTO CONCRETE.

6' BENCH. ANCHOR

THROUGH BRICKS

INTO CONCRETE.

BICYCLE RACKS

EXISTING

CONCRETE

SIDEWALK



(BY OWNER)



(BY OWNER)

LINE OF EXISTING SIDEWALK

AND NEW PAVERS TRANSITION

PLANTER TO HAVE HOSE

BIB IN FREEZE PROOF

WATER BOX AND 120W WP

GFI DUPLEX RECEPTACLE.

PLANTER TO HAVE HOSE BIB IN FREEZE PROOF

WATER BOX AND 120W WP GFI DUPLEX RECEPTACLE.

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C.B.

C.B.

3

A-5

3

A-5

2

A-5

2

A-5

EXISTING GAS METERS. ADJUST

HEIGHT AS REQUIRED TO BE FLUSH W/

FINISHED SURFACE.

LINE OF EXISTING

GRAVEL AREA

AND NEW PAVERS

PLANTER/TRELLIS PLAN

SCALE: 1" = 1'-0"

2

ENLARGED PROPOSED SITE PLAN (CONTINUED)

SCALE: 1/4" = 1'-0"

1

12" WIDE STRIP OF LIMESTONE

GRAVEL @ EDGE OF EXISTING

BUILDING AND PLANTER.





COLOR TYPE 'A': 4" WIDE x 8" LONG x 2 3/8"

THICK CONCRETE PAVER STONE.

MANUFACTURED BY PAVESTONE: HOLLAND

STONE SERIES - PROVENCIAL FINISH.

PARQUET PATTERN. COLOR BY ARCHITECT.

COLOR TYPE 'A': 4" WIDE x 8" LONG x 2

3/8" THICK CONCRETE PAVER STONE.

MANUFACTURED BY PAVESTONE:

HOLLAND STONE SERIES -

PROVENCIAL FINISH. PARQUET

PATTERN. COLOR BY ARCHITECT.

MATCH

LINE 'A'

MATCH

LINE 'A'

MATCH

LINE 'A'

MATCH

LINE 'A'

2345

8 7 6 5

4

5

°

15'-0"15'-0"15'-0"15'-0"

15'-0"15'-0"15'-0"8'-0 11/16"

R

3

'-

0

"

R

3

'

-

0

"

R

3

'

-

0

"

R

3

'-

0

"

R

3

'-

0

"

R

3

'-

0

"

R

3

'

-

0

"

R

3

'-

0

"

R

3

'-

8

"

1'-6"

1'-8"

C.B.

C.B.

D.S.

C.B.

D.S.

4"

2'-0"1'-6"4'-0"1'-6"2'-0" 1'-11"

12'-5 5/16"

8'-5" 1'-10"

13'-10 15/16"

R

3

'-

8

"

8'-4 7/8"8'-7 7/16"

8

"

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8'-4 15/16"7'-2 3/16"8'-4 15/16"

20'-4"3'-9"19'-11"3'-9"

1'-2 5/16"

20'-1" 3'-9"3'-9"13'-4"5'-9"11'-4"

8'-1"

8'-0"

6'-8"

4

5

°

7'-4"

8"

7'-0"

1'-0"

4

5

°

4

5

°

A-5 A-5

A-5

4

A-5

4

A-5

4

A-5

75

A-5 A-5

6

A-5

6

A-5

A-5

5

A-6

5

A-6

5

12'-11 1/16"8'-4 15/16"7'-2 3/16"8'-4 15/16"12'-6 13/16"1'-6"

1'-0"

7'-0"

8"

7'-4"

8

"

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8'-0"

7'-4"





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3

ENLARGED PROPOSED SITE PLAN

SCALE: 1/4" = 1'-0"

1

N

PAINTING EXISTING MASONRY WALLS (BY OWNER)

REMOVE VEGETATION OFF WALL. SOFT BRUSH CLEAN W/ MILD

BLEACH AND SOAPY WATER MIXTURE AND WASH. WORK

CAREFULLY AROUND LOOSE OR DAMAGE MORTAR JOINTS.

LET DRY AND PRIME AND PAINT 2 COATS OF LATEX EXTERIOR

GRADE PAINT ON THE SURFACE OF WALL. PROTECT THE

WALL AFTER COMPLETION FROM DAMAGE. COLORS BY

ARCHITECT.

CONCRETE PAVER UNITS NOTE

4" W X 8" L X 2-3/8" TH. CONCRETE PAVER UNIT

MANUFACTURER : PAVESTONE

TYPE: HOLLAND STONE SERIES - PROVENCIAL FINISH

PATTERN: PARQUET LAYOUT

COLOR: BY ARCHITECT (TWO COLORS TO BE SELECTED

(SEE PAVER A & B LOCATIONS ON PLANS)

PROVIDE LOCKING JOINT FILL BETWEEN PAVER UNITS

1'-7"

EXTENT OF PAINTING @ EXISTING STUCCO LINE. DO NOT PAINT STUCCO. (BY OWNER)

CONTINUE PAINTING FACADE

STOP @ CORNER OF BUILDING.

DO NOT PAINT REAR FACADE

OF BUILDING. (BY OWNER)

EXTENT OF PAINTING @ CORNER

OF BUILDING. DO NOT PAINT FRONT

FACADE OF BUILDING. (BY OWNER)

20'-0"4'-2"13'-1"4'-2"12'-4"4'-2"

40'-2 7/8" 1'-11"4'-2"2'-8"

5 1/16"

12'-10"4'-2"9'-10"4'-2"10'-1"4'-2"9'-4"4'-2"

9'-6 1/4"

3'-0"

8'-2" 3'-4"

7'-11"

3'-4"

4'-9"

11'-0"

5"

℄ ℄℄℄℄

℄ ℄ ℄ ℄

NEW CONCRETE SIDEWALK.

MATCH ELEVATION OF ADJACENT

NEWLY PAVED SURFACE.

2'-1"

6'-11"

6'-0"

8" T

YP

. B

OR

DE

R E

DG

E

CO

LO

R T

YP

E 'B

' P

AV

ER

(T

YP

IC

AL)

8" T

YP

. B

OR

DE

R E

DG

E.

CO

LO

R T

YP

E 'B

' P

AV

ER

(T

YP

IC

AL)

R

3

'-

8

"

8" T

YP

. B

OR

DE

R E

DG

E

4

1/8" THICK ALUMINUM

SHEET WELDED TO TUBE

STRUCTURE. PRIMED &

PAINTED. ARCHITECT TO

SELECT COLOR.

2"x2"x1/8" THICK ALUMINUM

TUBULAR FRAME.

ROUND ALL EDGES AND FILE DOWN ANY

ROUGH WELD JOINTS FOR A CONTINUOUS

SMOOTH SURFACE. (TYPICAL)

PROVIDE 2" GAP IN 1/4" TH.

ALUMINUM BAR SPACER

FOR DRAINAGE.

1/4" THICK ALUMINUM BAR SPACER TO RUN ENTIRE LENGTH OF

PLANTER W/ (2) 2" GAPS @ FRONT AND REAR ELEVATIONS FOR

DRAINAGE. SHIM IF NEEDED SO THAT PLANTERS SIT LEVEL.


TUBULAR FRAME. TYP.

EQ. EQ. EQ.

1'-6"

8"

8"

6'-0"

LINE OF 1/4" THICK ALUMINUM

BAR SPACER BELOW


TUBULAR FRAME. (TYPICAL)

2"x2"x1/8" THICK

ALUMINUM

TUBULAR FRAME.

(TYPICAL)

2" Ø HOLE IN BOTTOM 1/8" TH. ALUMINUM SHEET FOR

DRAINAGE. PROVIDE FILTER CLOTH OVER HOLES.

2'-0"

7'-0"

MCNICHOLS

ECO-MESH TRELLIS

SYSTEM FASTENED

TO TUBULAR FRAME.

PROVIDE RUBBER

SPACER @ ALL

FASTENING POINTS

TO PREVENT METALS

FROM TOUCHING.

PRIME & PAINT.

ARCHITECT TO

SELECT COLOR.

2" Ø HOLE IN BOTTOM 1/8"

TH. ALUMINUM SHEET FOR

DRAINAGE. PROVIDE FILTER

CLOTH OVER HOLES.

MCNICHOLS ECO-MESH TRELLIS SYSTEM FASTENED TO

TUBULAR FRAME. PROVIDE RUBBER SPACER @ ALL

FASTENING POINTS TO PREVENT METALS FROM

TOUCHING. PRIME & PAINT. ARCHITECT TO SELECT COLOR.

℄ ℄ ℄ ℄

CUSTOM ALUMINUM PLANTER BOX

W/ WELDED WIRE MESH TRELLIS.

PRIME AND PAINTED. (7 TOTAL)

CUSTOM ALUMINUM PLANTER BOX W/ WELDED WIRE

MESH TRELLIS. PRIME AND PAINTED. (7 TOTAL)

9'-0"

1"x4" TREX DECK SECURELY

FASTENED TO TOP

PERIMETER TUBULAR FRAME

(3 SIDES) W/ FLAT HEAD

FASTENERS. COUNTERSINK

ALL FASTENERS FOR

SMOOTH FINISHED SURFACE.

ROUND ALL EDGES

AND FILE DOWN ANY

ROUGH WELD JOINTS

FOR A CONTINUOUS

SMOOTH SURFACE.

(TYPICAL)

ROUND ALL EDGES AND FILE DOWN ANY

ROUGH WELD JOINTS FOR A CONTINUOUS

SMOOTH SURFACE. (TYPICAL)

A-3

EXTEND FRONT AND REAR ALUM.

SPACER BARS TO ANCHOR PLANTER

BOX W/ (4) 3/8" CONCRETE ANCHOR

BOLTS. DRILL AND EPOXY INTO

CONCRETE SUB-BASE.

EXTEND REAR 2"x2"x1/8" THICK

VERTICAL ALUMINUM TUBULAR

FRAMES TO SUPPORT

MCNICHOLS ECO-MESH TRELLIS

SYSTEM W/ RUBBER SPACERS @

ALL FASTENER LOCATIONS.

EXISTING TRAFFIC SIGNAL BOX TO

REMAIN. ADJUST HEIGHT AS REQUIRED

TO BE FLUSH W/ FINISHED SURFACE.

EXISTING SEWER COVER TO REMAIN.

ADJUST HEIGHT AS REQUIRED TO BE

FLUSH W/ FINISHED SURFACE.

A-4

CMM

PJA

1/8" = 1'-0"

UTILITY PLANS

SHEET NAME

SHEET #

SCALE

CHECKED BY

DRAWN BY

DATE ISSUED

CIT

Y O

F N

EW

IB

ER

IA

CH

UR

CH

A

LL

EY

P

AR

K &

B

IK

E T

RA

IL

NE

W IB

ER

IA

, LA

70560

3-15-17

9

PAVING & DRAINAGE PLAN

SCALE: 1/8" = 1'-0"1

LIGHTING AND POWER PLAN

SCALE: 1/8" = 1'-0"

OLIVE JUICE

(20' HEIGHT)

WORMSERS

(22' HEIGHT)

TRAFFIC PANEL BOX W/

VINYL WRAP GRAPHIC

2

PLANTER

PLANTER


EXISTING

CONCRETE

SIDEWALK

EA

ST

M

AIN

S

TR

EE

T - 3

.2

M

IL

E B

IC

YC

LE

T

RA

IL


PHASE 2 - FUTURE DEVELOPMENT

16'-0"

114'-0"

GFI

WP

GFI

WP

GFI

WP

GFI

WP

GFI

WP

GFI

WP

GFI

WP

GFI

WP

GFI

WP

GFI

WP

PROVIDE 120V WP GFI

DUPLEX OUTLET AT EACH

OVERHEAD LIGHT FRAME.

SET OUTLET ABOVE

ARCHED FRAME TUBE

PROVIDE 120V WP GFI

DUPLEX OUTLET IN EACH

LANDSCAPING PLANTER.

MOUNT OUTLET 12" ABOVE

GRADE ON SECURE

MOUNTING SURFACE. ALL

OVERHEAD OUTLETS TO BE

CONNECTED TO A

PHOTOCELL SENSOR.

PROVIDE 1" RIGID CONDUIT UNDER THE LOWEST

CORBEL BRICK DETAIL NEAR TOP OF BRICK

WALL. PROVIDE VERTICAL CONDUIT DROPS TO

DUPLEX OUTLET FOR STRING LIGHTS. SECURELY

MOUNT AND WATERPROOF ALL PENETRATIONS

INTO BRICK WALL. PAINT CONDUIT TO MATCH

WALL COLOR.

ELECTRICAL NOTES:

1) CONFORM TO PREVAILING NATIONAL ELECTRICAL CODE AND LOCAL CODES

AND ORDINANCES.

2) OBTAIN ALL PERMITS, INSPECTIONS, AND APPROVALS REQUIRED BY LOCAL

BUILDING AUTHORITY. PAY ALL FEES INVOLVED.

3) G.C. TO COORDINATE SERVICES AND COST TO SET A NEW FREESTANDING

ELECTRICAL METER WITH CLECO (CONTACT RON DAVIS @ 337-967-1374). ALSO

ATTACH PANEL BOX TO FREESTANDING METER.

4) ALL OVERHEAD 120V WP GFI DUPLEX OUTLETS TO BE CONNECTED TO A

PHOTOCELL SENSOR FOR OVERHEAD LIGHTS.

5) ALL WIRING SHALL BE INSTALLED IN RIGID CONDUIT AS PERMITTED BY LOCAL

CODES.

6) PROVIDE GROUNDING SYSTEM IN ACCORDANCE WITH NEC. BOND TO EXISTING

SERVICE GROUND AS SHOWN AND AS REQUIRED BY LOCAL AUTHORITIES.

7) SUBMIT SHOP DRAWINGS FOR REVIEW ON THE FOLLOWING: LIGHTING

FIXTURES, PANEL BOARDS, DISCONNECT AND MANUAL TRANSFER SWITCHES,

AND WIRING DEVICES.

8) PROVIDE ON YEAR WARRANTY ON THE COMPLETED ELECTRICAL SYSTEM.

WARRANTY SHALL COMMENCE UPON OCCUPANCY OF THE PROJECT AREA BY

THE OWNER.

9) VERIFY FIELD MEASUREMENTS AND EXISTING CIRCUITING ARRANGEMENTS.

10) VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVICE ONLY

ABANDONED FACILITIES.

11) DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILING,

SCHEDULED FOR REMOVAL.

12) PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING

SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE

PERFORMED ON ENERGIZED CIRCUITS, USE PERSONNEL EXPERIENCED IN

SUCH OPERATIONS.

13) REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO

ACCOMMODATE NEW CONSTRUCTION.

14) MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS WHICH REMAIN

ACTIVE. MODIFY INSTALLATION OR PROVIDE ACCESS PANELS AS

APPROPRIATE.

OVERHEAD LIGHT FRAME TO SUPPORT ONE

STRING OF 48' COMMERCIAL GRADE STRING

LIGHTS W/ SUSPENDED BULB SOCKETS. 24

BULBS PER STRING. TYPICAL FOR EACH

OVERHEAD LIGHT FRAME (15 TOTAL)

CONNECT BACK TO NEW PANEL

AND ELECTRICAL METER.

COORDINATE W/ UTILITY

COMPANY FOR PLACEMENT OF

NEW PANEL BOX AND METER

ON CLOSEST POWER POLE.

PROVIDE UNDERGROUND 1" RIGID CONDUIT TO

EACH PLANTER AREA. CONNECT BACK TO NEW

PANEL BOX AND METER.

C.B.

EXISTING C.B.

C.B.

12"X12" CATCH BASIN W/ CAST IRON

GRATE. TOP OF GRATES TO BE

FLUSH WITH ADJACENT PAVERS.

GRATE MUST MEET ADA GRATING

CRITERIA (1/2" MAX OPENINGS)

TYPICAL ALL CATCH BASINS

REPLACE EXISTING GRATE W/ 24"X24" CAST

IRON GRATE. TOP OF GRATES TO BE FLUSH

WITH ADJACENT PAVERS. GRATE MUST MEET

ADA GRATING CRITERIA (1/2" MAX OPENINGS)

EXISTING 18" CONCRETE TRUNK LINE

EXISTING DOWNSPOUTS TIED INTO

SUBSURFACE DRAINAGE TO REMAIN.

PROTECT AGAINST DAMAGE.

EXISTING GAS METERS

PHASE 1 - LIMIT OF CONSTRUCTIONPHASE 1 - LIMIT OF CONSTRUCTION

PHASE 2 - FUTURE DEVELOPMENT

16'-0"

114'-0"


WATER METER

DRAINAGE NOTES:

1) ALL TESTING OF SOILS, PROOF-ROLLS AND CONCRETE SHALL BE BY AN

INDEPENDENT TESTING LAB. ALL COSTS FOR HIRING LAB SHALL BE BY THE

G.C.

2) SOME ELEVATIONS AND DIMENSIONS OF EXISTING FEATURES AS DEPICTED

HERE ARE BASED ON INFORMATION RECORDED ON SITE. G.C. SHALL VERIFY

ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO

COMMENCEMENT OF CONSTRUCTION. NO SURVEY WAS PERFORMED AS

PART OF THE PRODUCTION OF THESE DOCUMENTS.

3) ALL EXTERIOR PAVING SHALL BE MADE TO DRAIN TOWARD DRAINAGE

FEATURES, CATCH BASINS, ETC. AND AWAY FROM BUILDING IN ALL

LOCATIONS. G.C. TO ENSURE THAT HE MAINTAIN SLOPES, ELEVATION

CHANGES, ETC. IN ACCORDANCE W/ ADA-ABA, IBC AND NFPA 101

REQUIREMENTS.

4) CITY OF NEW IBERIA WILL PROVIDE NEW CONCRETE CATCH BASINS TIED

INTO THE 18" STORM DRAIN LINE (CONTRACTOR TO COORDINATE

INSTALLATION WITH THE CITY OF NEW IBERIA).

5) CITY OF NEW IBERIA TO SUPPLY ALL NECESSARY PIPES, GASKETS, BANDS,

WYES, ELBOWS, CATCH BASIN BOXES AND ALL OTHER MISC. FITTINGS FOR

INSTALLATION OF NEW SUBSURFACE DRAINAGE SYSTEM AND FOR REPAIR

OF EXISTING SYSTEM AS DEPICTED.

6) BACKFILL OVER INSTALLED DRAINAGE PIPING WITH FULL DEPTH STONE.

COMPACT HAUNCHES AND LIGHTLY TAMP OVER PIPE.

7) PIPE LENGTHS SHALL BE SCALED FROM DRAWINGS, INCLUDE ADDITIONAL

PIPING AS NECESSARY TO ACCOMMODATE TEES, BOXES, ETC.

8) ALL CATCH BASIN GRATES MUST MEET ADA GRATING CRITERIA (1/2" MAX

OPENINGS)

9) ALL PAVED SURFACING TO SLOPE A MIN. OF 1%. SLOPE SLAB TO CATCH

BASINS AND AWAY FROM BUILDINGS.

MATCH FINISH

SIDEWALK ELEVATION

MATCH FINISHED

SIDEWALK

ELEVATION

EXTERIOR PAVING NOTES:

1) ALL TESTING OF SOILS, PROOF-ROLLS AND CONCRETE SHALL BE BY AN

INDEPENDENT TESTING LAB. ALL COSTS FOR HIRING LAB SHALL BE BY THE

G.C.

2) ALL CONVENTIONAL PAVING ELEMENTS TO BE PORTLAND CEMENT

CONCRETE WITH A MIN. OF 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI W/

NO FLY ASH, AIR SHALL NOT BE ENTRAINED INTO TROWELED SLABS. G.C.

MAY USE ADMIXTURES AS APPROPRIATE FOR WEATHER CONDITIONS.

MAINTAIN MAX W/C RATIO OF 0.50 AND SLUMP OF 4"-5" PRIOR TO ADDITION

OF WATER REDUCERS. CONCRETE SHOULD NOT BE ALLOWED TO EXCEED

95° DURING POUR. G.C. SHOULD ARRANGE FOR ICE OR TAKE OTHER HOT

WEATHER PRECAUTIONS AS NECESSARY.

3) WATER SOL., LIQUID, MEMBRANE-FORMING CURING COMPOUND SHALL BE

APPLIED AS SOON AS FEASIBLE (PER MFR.'S RECOMMENDATION TO ALL

CONCRETE.

4) FINAL FINISH OF SLAB SHALL BE TROWEL FINISH.

5) REINFORCING STEEL (#4'S & LARGER) SHALL BE GRADE 60, #3 BARS SHALL BE

GRADE 40, ALL IN CONFORMANCE W/ ASTM A615. W.W.F. IS TO BE DEFORMED

(NOT PLAIN) MEETING ASTM A1064 (FORMERLY A497), MIN. GRADE 70. ALL

W.W.F. SHALL BE SUPPLIED IN SHEETS. REINFORCING DETAILS, SPLICES,

LAPS, BENDS, ETC. SHALL CONFORM TO REQUIREMENTS OF ACI 318 AND

CRSI.

6) REBAR AND W.W.F. SHALL BE SUPPORTED BY CHAIRS TO LIMIT HORIZONTAL

AND VERTICAL MOVEMENT. GRADE BEAM MEMBERS MAY BE SUPPORTED BY

CONCRETE BRICKS (LIMIT SIZE & NUMBER NECESSARY FOR PROPER

SUPPORT) MAX SUPPORT SPACING FOR SLAB W.W.F. = 3'X3' GRID.

7) ANY TRENCH WIDER THAN 12" UNDER CONCRETE FOR PLACEMENT OF

UTILITY SHALL UTILIZE 100% STRUCUTAL STONE BACKFILL. TRENCHES LESS

THAN 12" WIDE MAY BE BACKFILLED W/ SELECT FILL AND TAMPED TO MEET

COMPACTION REQUIREMENTS.

8) FOUNDATION GRADE CHANGES SHALL BE PROVIDED IN ACCORDANCE WITH

ADA-ABA, IBC AND NFPA REQUIREMNTS. PROVIDE LEVEL LANDINGS AT ALL

DOORS WITH MAX 1:50 SLOPE ANY DIRECTION. MAX TRANSITION SLOPE IN

DIRECTION OF TRAVEL IS 1:20. RAMPS SHALL HAVE MAX SLOPE OF 1:12 @

MAX. ELEVATION CHANGE OF 6".

9) SLOPE SLAB TO CATCH BASINS AND AWAY FROM BUILDINGS.

10) ALL EXISTING SURFACE UTILITIES ACCESS COVERS AND HATCHES ARE TO BE

RAISED TO BE FLUSH WITH FINISH SURFACE OF PAVING AND SHALL NOT

CAUSE ANY TRIPPING HAZARDS.

SITE PREPERATION NOTES:

1) DEGRASS/EXCAVATE TO UNIFORM ELEVATION TO REMOVE ALL DELETRIOUS

MATERIAL AND REACH REQ'D GRADE. MIN. STRIPPING DEPTH SHALL BE 8".

PROOF ROLL AND FILL SITE W/ STRUCTURAL FILL

2) EXCAVATIONS SHALL NOT BE ALLOWED TO REMAIN OPEN FOR EXTENDED

AMOUNTS OF TIME. EXPEDIENCE IN PLACEMENT OF THE FOUNDATION SHALL BE

PARAMOUNT UPON OPENING THE GROUND. EXCAVATIONS WHICH ARE

EXPOSED TO INCLEMENT WEATHER SHALL BE PUMPED DRY AS SOON AS

FEASIBLE.

3) G.C. TO COORDINATE SERVICES AND COST TO SET A NEW SUBSURFACE 1"

WATER METER TO SUPPLY HOSE BIBS IN EACH PLANTER. COORDINATE FINAL

LOCATION OF WATER METER WITH ARCHITECT.

EXISTING UNDERGROUND ACCESS POINT

C.B.

C.B.

PLANTER

PLANTER

SUB-BASE SURFACE TO BE 4" REINFORCED

CONCRETE SLAB W/ 6X6 - D4XD4 WWF


HOSE BIB IN FREEZE

PROOF BOX IN EACH

PLANTER

HOSE BIB IN FREEZE

PROOF BOX IN EACH

PLANTER

EXISTING

CONCRETE

SIDEWALK

EXISTING 6"

DRAIN LINE

+0.625"

+0.00"

+0.00"

TOP C.B

- 4.00"

TOP C.B

- 4.00"

TOP C.B

+ 1.00"

+ 1.00"

+ 1.00"

+ 1.00"

+ 1.00"+ 1.00"

+ 1.00"

+ 1.00" + 1.00"+ 1.00"

+ 1.00"

+ 1.00"

+0.00" BENCHMARK

- 0.375"+ 1.00"

+ 1.00"









MATCH FINISH

SIDEWALK ELEVATION

ALTERNATE #1

INSTEAD OF A 4" REINFORCED CONCRETE SUB-BASE, PROVIDE

A 4" LAYER OF COMPACTED LIMESTONE SUB-BASE W/

CONCRETE GRADE BEAM AT PERIMETER OF PLANTER AREAS

AND FRONT AND REAR EDGE LINE AT LIMITS OF

CONSTRUCTION. SEE DETAIL 7/A-5

FREESTANDING BUSINESS SIGN TO BE

REMOVED. PROPERLY TERMINATE POWER TO

SIGN.

+ 1.00"

+ 1.00"

NEW WALL MOUNTED ELECTRICAL METER & PANEL

LOCATED ON OLIVE JUICE FACADE. VERTICALLY

CONNECT TO OVERHEAD ELECTRICAL LINE. CONTACT

OWNERS OF BUILD PRIOR TO INSTALLING.

EXISTING CLECO

POWER POLE

ADD NEW OVERHEAD ELECTRICAL

LINE FROM EXISTING POWER POLE

TO NEW ELECTRICAL METER.

ROOF

ELEV.

CHANGE

8'-0"

23'-7"19'-2 3/8"22'-7 5/8"22'-7 9/16"16'-1 7/16"

4'-4 1/2"9

'-7"

11'-7"

9'-7"

℄℄ ℄ ℄ ℄

℄

℄

℄

℄

℄

14'-4"

TRAFFIC PANEL BOX

EXISTING TRAFFIC

SIGNAL BOX

EXISTING SEWER COVER

EDGE DETAIL

SCALE: 1-1/2" = 1'-0"

A-5

CMM

PJA

3/8" = 1'-0"

SECTIONS & DETAILS

SHEET NAME

SHEET #

SCALE

CHECKED BY

DRAWN BY

DATE ISSUED

CIT

Y O

F N

EW

IB

ER

IA

CH

UR

CH

A

LL

EY

P

AR

K &

B

IK

E T

RA

IL

NE

W IB

ER

IA

, LA

70560

3-15-17

9

PROPOSED SECTION

SCALE: 3/8" = 1'-0"3

CHURCH ALLEY

INFORMATION PANEL TO BE

SET ON BRICK PAVERS.

MOUNT TO CONCRETE SLAB.

72"X24" EXTERIOR GRADE CANVAS

BANNER W/ MOUNTING BRACKETS

(4 TOTAL) LOCATED ON FRAME

LINES '2, 4, 6, & 8' ONLY

EXISTING SECTION

SCALE: 3/8" = 1'-0"1

15'-0"

2"X4"X1/4" ALUMINUM

TUBULAR FRAME @ 15' O.C.

MOUNTED TO ADJACENT

MASONRY WALLS.

METALLIC PAINTED FINISH

ON ALL SIDES. (8 TOTAL)

10"HT. X 1/2" TH. PRECISION

CUT ALUMINUM LETTERS. PAINTED.

LOCATED ON FRAME LINE '1' ONLY

PROPOSED SECTION

SCALE: 3/8" = 1'-0"2

PAVERS OVER 1" SAND BED

NEW 4" REINFORCED

CONCRETE SUB-BASE

VIEW AT MAIN STREET ENTRY VIEW AT MIDDLE OF PARK

PLANTER W/ SOIL FOIL

FOR NEW PLANTING

NEW 4" REINFORCED

CONCRETE SUB-BASE

2'-4"

EXISTING CONCRETE


EXISTING GRASS PLANTER AREA

TO BE REMOVED (8" OF SOIL)

EXISTING MASONRY WALL TO BE

CAREFULLY CLEANED AND

PAINTED. COLOR BY ARCHITECT.

(BY OWNER)

TRAFFIC PANEL BOX W/

VINYL WRAP GRAPHIC

EXISTING 18" Ø CONC. DRAIN LINE TO REMAIN

20'-0"

22'-0"

R

3

1

'-9

"

1'-0"15'-0"

7'-9"

4"

1'-8"

1'-4"

4"4"



LIGHTS W/ SUSPENDED BULB SOCKETS. 24 (11

WATT) BULBS PER STRING. TYPICAL FOR EACH


EXISTING 18" Ø CONC. DRAIN LINE TO REMAINEXISTING 18" Ø CONC. DRAIN LINE TO REMAIN

BIKE TRAIL WAYFINDING

KIOSK TO BE SET ON BRICK

PAVERS. MOUNT TO

CONCRETE SLAB.

EXISTING MASONRY WALL TO BE

CAREFULLY CLEANED AND

PAINTED. COLOR BY ARCHITECT.

(BY OWNER)

15'-0"

2"X4"X1/4" ALUMINUM

TUBULAR FRAME @ 15' O.C.

MOUNTED TO ADJACENT

MASONRY WALLS.

METALLIC PAINTED FINISH

ON ALL SIDES. (8 TOTAL)

2'-4"

R

3

1

'-9

"

1'-0"15'-0"

7'-9"

4"

1'-8"

1'-4"

4"4"



LIGHTS W/ SUSPENDED BULB SOCKETS. 24 (11

WATT) BULBS PER STRING. TYPICAL FOR EACH


PAVERS OVER 1" SAND BED

4" COMPACTED LIMESTONE AGGREGATE

PREPARE EXISTING MASONRY

WALLS TO BE CLEANED AND

PAINTED. (PROTECT MORTAR

JOINTS FROM DAMAGE)

(BY OWNER)

EXISTING MASONRY CORBEL TO

REMAIN AND BE PAINTED. REMOVE

ALL VEGETATION AND CLEAN.

(PROTECT MORTAR JOINTS FROM

DAMAGE) (BY OWNER)

16'-0" V.O.J.

EXPANSION JOINT ALONG

BUILDING FOUNDATIONS



SLOPE AWAY FROM BUILDING SLOPE AWAY FROM BUILDING SLOPE AWAY FROM BUILDING



12" WIDE GRAVEL

BORDER ALONG

BUILDING W/ METAL

GARDEN BAND EDGING

BUILDING PERIMETER DETAIL

SCALE: 1-1/2" = 1'-0"

4 5


FOR NEW PLANTING

4" REINFORCED

CONCRETE SUB-BASE

MODULAR PAVERS

EXPANSION JOINT ALONG BUILDING

FOUNDATIONS. PROVIDE JOINT

SEALANT ALONG EDGE OF WALL.

1" COMPACTED SAND BED

GEOTEXTILE FABRIC

REINFORCING 6X6 - D4XD4 WWF

4" REINFORCED

CONCRETE SUB-BASE

MODULAR PAVERS


REINFORCING

6X6 - D4XD4 WWF

GROUT PERIMETER PAVERS TO

CONCRETE SUB-BASE TO

CONTAIN SAND BED

#4 BAR (CONTINUOUS)

1'-0"

1'-0"6"

4"

EXISTING SIDEWALK TRANSITION DETAIL

SCALE: 1-1/2" = 1'-0"6

EXISTING CONCRETE

SIDEWALK

4" REINFORCED

CONCRETE SUB-BASE

MODULAR PAVERS


REINFORCING

6X6 - D4XD4 WWF

4"

EDGE DETAIL - ALTERNATE #1

SCALE: 1-1/2" = 1'-0"

7


FOR NEW PLANTING

4" COMPACTED

LIMESTONE SUB-BASE

MODULAR PAVERS


GEOTEXTILE FABRIC

STRUCTURAL FILL MATERIAL

GROUT PERIMETER PAVERS TO CONCRETE

SUB-BASE TO CONTAIN SAND BED

#4 BAR (CONTINUOUS)

4"


SIDEWALK EDGE W/ JOINT

SEALANT IN JOINT.

GEOTEXTILE

FABRIC

GEOTEXTILE FABRIC

REINFORCED CONCRETE GRADE BEAM

(PERIMETER OF PLANTER AREAS)

4" COMPACTED LIMESTONE AGGREGATE

4" COMPACTED

LIMESTONE AGGREGATE

SLOPE AWAY FROM BUILDING

4" COMPACTED

LIMESTONE AGGREGATE

4" COMPACTED

LIMESTONE AGGREGATE









ALTERNATE #1

INSTEAD OF A 4" REINFORCED CONCRETE SUB-BASE, PROVIDE

A 4" LAYER OF COMPACTED LIMESTONE SUB-BASE W/

CONCRETE GRADE BEAM AT PERIMETER OF PLANTER AREAS

AND FRONT AND REAR EDGE LINE AT LIMITS OF

CONSTRUCTION.


SUB-BASE TO CONTAIN SAND BED.


SUB-BASE TO CONTAIN SAND BED.

PARTIAL WALL ELEVATION

SCALE: 3/8" = 1'-0"

OVERHEAD FRAME MOUNTING PLATE

SCALE: 3" = 1'-0"

A-6

CMM

PJA

3/8" = 1'-0"

DETAILS

SHEET NAME

SHEET #

SCALE

CHECKED BY

DRAWN BY

DATE ISSUED

CIT

Y O

F N

EW

IB

ER

IA

CH

UR

CH

A

LL

EY

P

AR

K &

B

IK

E T

RA

IL

NE

W IB

ER

IA

, LA

70560

3-15-17

9

1

10"

1'-0"

2" TYP.

2" T

YP

.

1/2" TH. ALUMINUM MOUNTING

PLATE W/ (6) 1/2" Ø HOLES. PRIMED

AND PAINTED.

3/8" Ø X 8" LONG MASONRY ANCHORS SET IN

EPOXY W/ S.S. SCREEN SLEEVE. PROPERLY

WATERPROOF ALL PENETRATIONS. VERIFY

WALL THICKNESS PRIOR TO DRILLING.

15'-0" A

.F

.F

.

℄

15'-0"

15'-0" O.C.

℄ ℄



AND PAINTED.

2"X4"X1/4" VERTICAL ALUMINUM TUBULAR FRAME.

ALL TUBE ENDS TO BE CAPPED. METALLIC PAINTED

FINISH ON ALL SIDES.

2"X4"X1/4" ARCHED ALUMINUM TUBULAR FRAME. ALL

TUBE ENDS TO BE CAPPED. METALLIC PAINTED

FINISH ON ALL SIDES.

2"X4"X1/4" HORIZONTAL ALUMINUM TUBULAR

FRAME. ALL TUBE ENDS TO BE CAPPED. METALLIC

PAINTED FINISH ON ALL SIDES.








ARCHITECT.

15'-0"

15'-0" O.C.

℄ ℄1/2" TH. ALUMINUM MOUNTING


AND PAINTED.

2"X4"X1/4" ARCHED ALUMINUM TUBULAR

FRAME. ALL TUBE ENDS TO BE CAPPED.

METALLIC PAINTED FINISH ON ALL SIDES.

PROVIDE 120V WP GFI

DUPLEX OUTLET AT EACH

OVERHEAD LIGHT FRAME.

SET OUTLET ABOVE

ARCHED FRAME TUBE

PROVIDE 1" RIGID CONDUIT UNDER THE LOWEST

CORBEL BRICK DETAIL NEAR TOP OF BRICK

WALL. SECURELY MOUNT AND WATERPROOF

ALL PENETRATIONS INTO BRICK WALL. PAINT

CONDUIT TO MATCH WALL COLOR.

PROVIDE 1" VERTICAL CONDUIT DROPS TO

DUPLEX OUTLET FOR STRING LIGHTS. SECURELY

MOUNT AND WATERPROOF ALL PENETRATIONS

INTO BRICK WALL. PAINT CONDUIT TO MATCH

WALL COLOR.

EXISTING BRICK CORBEL AND PARAPET CAP

FLASHING TO REMAIN. PROTECT DURING

CONSTRUCTION. PAINT BRICK CORBEL

EXISTING BRICK CORBEL AND PARAPET CAP

FLASHING TO REMAIN. PROTECT DURING

CONSTRUCTION. PAINT BRICK CORBEL

2

PARTIAL WALL ELEVATION

SCALE: 3/8" = 1'-0"3

72"X24" EXTERIOR GRADE CANVAS

BANNER W/ MOUNTING BRACKETS

(4 TOTAL) LOCATED ON FRAME

LINES '2, 4, 6, & 8' ONLY

℄

MAINTAIN A LEVEL MOUNTING

POSITION FROM FRAME TO FRAME.

MAINTAIN A LEVEL MOUNTING

POSITION FROM FRAME TO FRAME.

BOLLARD DETAIL

SCALE: 1-1/2" = 1'-0"

4

6" W x 6" D x 1/4" TH. METAL

BOLLARD W/ LOW SLOPE

METAL PYRAMID CAP. PRIMED

AND PAINTED.

3'-6"

4" REINFORCED

CONCRETE SUB-BASE

MODULAR PAVERS









ARCHITECT.

CATCH BASIN DETAIL

SCALE: 1-1/2" = 1'-0"5

4" REINFORCED

CONCRETE SUB-BASE

MODULAR PAVERS


REINFORCING

6X6 - D4XD4 WWF

#4 BAR (CONTINUOUS)

1'-0"

1'-0"6"

4"

GEOTEXTILE

FABRIC

4" COMPACTED

LIMESTONE AGGREGATE

CONCRETE AND BLOCK CATCH BASIN BOX

TIED INTO EXISTING 18" Ø CONCRETE

DRAIN LINE (TO BE FURNISHED AND

INSTALLED BY CITY OF NEW IBERIA)

12" X 12" CAST IRON CATCH BASIN

GRATES. MUST MEET ADA GRATING

CRITERIA (1/2" MAX OPENINGS)

ANCHOR GRATE COLLAR INTO

CONCRETE (TO BE FURNISHED AND

INSTALLED BY CITY OF NEW IBERIA)

EXISTING 18" Ø CONC. DRAIN LINE TO REMAIN

GROUT PERIMETER PAVERS TO

CONCRETE SUB-BASE AND

CATCH BASIN BOX

SLOPE TO CATCH BASIN SLOPE TO CATCH BASIN

FRAME MOUNTING DETAIL

SCALE: 1-1/2" = 1'-0"6

2"X4"X1/4" ALUMINUM TUBULAR

FRAME. ALL TUBE ENDS TO BE

CAPPED. PAINTED FINISH ON

ALL SIDES.



AND PAINTED.

3/8" Ø X 8" LONG MASONRY ANCHORS SET IN

EPOXY W/ S.S. SCREEN SLEEVE. PROPERLY

WATERPROOF ALL PENETRATIONS. VERIFY

WALL THICKNESS PRIOR TO DRILLING.

10"HT. X 1/2" TH.

PRECISION

CUT ALUMINUM LETTERS.

PAINTED ON ALL SIDES.

LOCATED ON FRAME LINE

'1' ONLY

ADJUSTABLE TUBE SLIDE WITH 2 SET

SCREWS PER SIDE (8 TOTAL). SET

THE SCREWS AFTER CORRECT

POSITION IS ESTABLISHED. METALLIC


1'-4"4"4"

CAULK AROUND ALL EDGES AND BOLT

HOLES OF PLATE TO SEAL

CONNECTION TO WALL



LIGHTS W/ SUSPENDED BULB SOCKETS. 24

BULBS PER STRING. TYPICAL FOR EACH


1'-8"

4"

4"

EXISTING MASONRY WALL

MODULAR PAVERS OVER 1" SAND

BED AND 4" REINFORCED

CONCRETE SUB-BASE

MODULAR PAVERS OVER 1" SAND

BED AND 4" REINFORCED

CONCRETE SUB-BASE

7'-4" C

LE

AR

AN

CE

2"X4"X1/4" ALUMINUM TUBULAR FRAME. ALL

TUBE ENDS TO BE CAPPED. METALLIC


GALVANIZED SURFACE MOUNTED

SUPPORT BASE W/ (4) 3/8" CONCRETE

ANCHOR BOLTS. DRILL AND EPOXY

INTO EXISTING CONCRETE SIDEWALK.

4"

4 3/4"

CONCRETE FOOTING AT

BOLLARD LOCATIONS.

1'-6"4 3/4" 4 3/4"

M

A

R

IE

S

T

.

KIR

K ST.

CYR GATES PARK

(CITY PARK)

M

C

ILH

EN

N

Y ST.

D

R

IV

E

D

R

IV

E

D

R

IV

E

DR

IV

E

DR

IV

E

P

A

R

K

EX

IT

D

R

IV

E

D

R

IV

E

DR

IV

E

MY

RTLE O

AK

D

R.

DRIVE/PARKING LOT

DRIVE/PARKING LOT

PARKVIEW (LA 87)

SHARED LANE MARKING PLACED

IMMEDIATELY AFTER EVERY INTERSECTION

AND INTERVALS OF NOT GREATER THAN

250' THEREAFTER

DOTD MAX. 250'

(THIS PROJECT MAX. 247')

PLACE MARKING IN CENTER

OF TRAVEL LANE (VERIFY

MINIMUM IS MET)

LE

SS

TH

AN

14'

GENERAL NOTES:

PLAN VIEW LOCATIONS

SHARED LANE PLACEMENT

MIN 48"

MIN. 11'

ON STREET WITHOUT ON-STREET PARKING THAT HAS AN

OUTSIDE TRAVEL LANE THAT IS LESS THAN 14' WIDE, THE

CENTERS OF THE SHARED LANE MARKINGS SHOULD BE AT

LEAST 4' FROM THE FACE OF THE CURB, OR FROM THE EDGE

OF THE PAVEMENT WHERE THERE IS NO CURB

1. SHARED LANE MARKINGS SHALL NOT BE PLACED ON

STREETS WITH SPEED LIMIT ABOVE 35mph.

2. SHARED LANE MARKINGS SHALL NOT BE USED ON

SHOULDERS.

3. PLACEMENT OF SHARED LANE MARKINGS SHALL BE

MEASURED FROM FACE OF CURB TO THE APEX

OF THE CHEVRON.

4. CONTRACTOR SHALL CONTINUOUSLY MEASURE AND

VERIFY THAT ALL REQUIREMENTS OF DOTD PART 9

ARE MET ALONG THE ENTIRE PATH.

5. CONTRACTOR SHALL APPLY STENCIL MATERIAL IN

ACCORDANCE WITH ARCHITECT'S PLANS AND SPECS.

AN ADDITIONAL 18 ROAD STENCILS (SLM'S) SHALL BE

INSTALLED AS PART OF THIS PROJECT ON NON-STATE

ROUTES, SEE ARCHITECT'S PLANS.

6. SEE ARCHITECT'S PLANS FOR DIRECTIONAL AND OFF

STREET SIGNAGE AND REQUIREMENTS.

112"

40"

72"

FIGURE 9C-9. SHARED LANE MARKING

FACE OF CURB/EDGE OF PAVEMENT

ON STREET WITH ON-STREET PARALLEL PARKING, SHARED

LANE MARKINGS SHOULD BE PLACED SO THAT THE CENTERS

OF THE MARKINGS ARE AT LEAST 11' FROM THE FACE OF THE

CURB, OR FROM THE EDGE OF THE PAVEMENT WHERE THERE

IS NO CURB

PLACE MARKING IN CENTER

OF TRAVEL LANE (VERIFY

MINIMUM IS MET)

FACE OF CURB/EDGE OF PAVEMENT

ST

AP

LE

S N

GIN

EE

RIN

G &

O

NS

UL

TIN

G, L

.L

.C

.E

C

CIV

IL E

NG

IN

EE

RIN

G, P

RO

JE

CT

M

AN

AG

EM

EN

T &

S

IT

E S

ER

VIC

ES

OF

SHEET

1 3

PERMIT

PLANS

DATE

10/25/16

PROJECT NO.

16-0XX

10/25/16

SCALE

1" = 60'

WHEN PRINTED @ 24"x36"

VICINITY MAP

N

BIKE PATH

(ONLY PORTION ON

STATE ROUTE SHOWN)

STREET (HWY) SPEED LIMIT

PARKVIEW (87) 35 MPH

LEWIS ST. (87 SPUR) 35 MPH

MAIN ST. (182) 35 - 25 MPH

JEFFERSON ST.

BRIDGE (3156)

25 MPH

(

L

A

8

7

)

(

L

A

8

7

S

P

U

R

)

(

L

A

1

8

2

)

(

L

A

3

1

5

6

)

STATION 0+00 THRU 7+75


7+

75 -

MA

TC

HLIN

E A

16+

25 -

MA

TC

HLIN

E B

STATIONING GENERALLY FOLLOWS THE

CENTERLINE OF STATE ROADS AND CONTINUES

IN THE DIRECTION OF BIKE PATH TRAVEL.

STATIONING IS FOR REFERENCE ONLY AS IT

PERTAINS TO PLACEMENT OF STENCILS.

SITE PLAN LEGEND

= PROPOSED SHARED LANE MARKING (SLM)

ALL STATIONING TO SHARED LANE MARKINGS

ARE TO THE TIP OF THE UPPERMOST CHEVRON

WHICH SHALL BE CENTERED IN TRAVEL LANE.



24+

50 -

MA

TC

HLIN

E C

33+25 -

MATCHLINE D






SITE PLAN LEGEND





SHARED LANE MARKING

CONTRACTOR SHALL FAMILIARIZE HIMSELF

WITH DOTD DOCUMENT, 'TRAFFIC CONTROL

FOR BICYCLE FACILITIES' (PART 9, 2009 EDITION)

AND FOLLOW REQUIRES PROVIDED THEREIN

(SHOWN HERE FOR REFERENCE).

DR

IVE

DR

IVE

DR

IVE

DR

IVE

BAYOU TECHE

BAYOU TECHE

LEW

IS ST. (LA

87)

TEC

H

E B

RID

G

E

D

R

IV

E

B

L

A

N

KD

R

IV

E

B

L

A

N

KD

R

IV

E

D

R

IV

E

L

E

W

I

S

S

T

.

(

L

A

8

7

)

B

L

A

N

KD

R

IV

E

DR

IV

E

DRIVE/PARKING LOT

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

RAISED S/W

RAISED S/W D

R

I

V

E

DR

IV

E

N

MAIN ST. (LA 182)

TEC

H

E ST.

D

R

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

ST

AP

LE

S N

GIN

EE

RIN

G &

O

NS

UL

TIN

G, L

.L

.C

.E

C

CIV

IL E

NG

IN

EE

RIN

G, P

RO

JE

CT

M

AN

AG

EM

EN

T &

S

IT

E S

ER

VIC

ES

OF

SHEET

2 3

PERMIT

PLANS

DATE

10/25/16

PROJECT NO.

16-0XX

10/25/16

SCALE

1" = 60'



33+25 -

MATCHLINE D

41+50 -

MATCHLINE E






SITE PLAN LEGEND






41+50 -

MATCHLINE E

51+

50 -

MA

TC

HLIN

E F






SITE PLAN LEGEND







65+

50 -

MA

TC

HLIN

E H

57+

25 -

MA

TC

HLIN

E G






SITE PLAN LEGEND





TEC

H

E ST.

D

R

IV

E

A

N

N

ST.

D

R

IV

E

D

RIV

E

DR

IV

E

DR

IV

E

LA

R

UE D

U R

IV

IER

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

RAISED S/W

ON STREET PARKING

ON STREET PARKING

N

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

PR

AIR

IE ST.

DR

IV

E

PR

AIR

IE A

VE.

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

N

MAIN ST. (LA 182)

ON STREET PARKING

CIV

IC

C

EN

TER

C

IR

CLE

ON

E-W

AY

EX

IT

DR

IV

E

B

A

N

K

A

V

E

.

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

DR

IV

E

D

R

IV

E

D

R

IV

E

D

R

IV

E

D

R

IV

E

D

R

IV

E

D

R

IV

E

D

R

IV

E

DR

IV

E

DR

IV

E

CIV

IC

C

EN

TER

C

IR

CLE

ON

E W

AY

EN

TR

AN

CE

MAIN ST. (LA 182)

ON STREET PARKING

RAISED S/W

RAISED S/W

D

R

I

V

E

DR

IV

E

L

A

H

W

Y

1

4

D

R

IV

E

D

R

I

V

E

D

R

IV

E

D

R

I

V

E

/

P

A

R

K

I

N

G

L

O

T

D

R

IV

E

D

R

IV

E

D

R

IV

E

S

. W

E

E

K

S

S

T

.

N

. W

E

E

K

S

S

T

.

D

R

IV

E

D

R

IV

E

D

R

IV

E

DR

IVE/P

AR

KIN

G L

OT

MAIN ST. (LA 182)

RAISED S/W

RAISED S/W

JU

LIA

ST.

SER

RET A

LLEY

DR

IV

E

DR

IV

E

DR

IV

E

D

R

IV

E/P

A

R

K

IN

G

LO

T

DR

IV

E

CH

UR

CH

A

LLEY

DR

IV

E/P

AR

KIN

G LO

T

M

A

IN

ST. (LA

182)

MAIN ST. (LA 182)

BR

ID

GE STR

EET

IB

ER

IA

STR

EET

IB

ER

IA

STR

EET

N

RAISED S/W

RAISED S/W

DR

IV

E/P

AR

KIN

G LO

T

DR

IV

E/P

AR

KIN

G LO

T

FR

EN

CH

STR

EET

SW

AIN

STR

EET

DR

IV

E/P

AR

KIN

G LO

T

DR

IV

E

DR

IV

E/P

AR

KIN

G LO

T

DR

IV

E/P

AR

KIN

G LO

TD

RIV

E/P

AR

KIN

G LO

T

DRIVE/PARKING LOT

MAIN ST. (LA 182)

MAIN ST. (LA 182)

N

RAISED S/W

RAISED S/W

JEFFER

SO

N STR

EET

DR

IV

E/P

AR

KIN

G LO

TD

RIV

E/P

AR

KIN

G LO

T

DR

IV

E/P

AR

KIN

G LO

T

D

R

I

V

E

/

P

A

R

K

I

N

G

L

O

T

DR

IV

E

DR

IV

E

MAIN ST. (LA 182)

JEFFER

SO

N STR

EET (LA

3156)

N

EX. PIPE BUMPER

PROPOSED BIKE RACK

FU

LTO

N STR

EET

JEFFERSON STREET

(LA 3156)

FR

ON

T STR

EET

D

R

I

V

E

/

P

A

R

K

I

N

G

L

O

T

D

R

I

V

E

/

P

A

R

K

I

N

G

L

O

T

D

R

I

V

E

/

P

A

R

K

I

N

G

L

O

T

FU

LTO

N STR

EET

JEFFER

SO

N S

TR

EET (L

A 3

156)

N

BA

YO

U TEC

HE

BA

YO

U TEC

HE

ST

AP

LE

S N

GIN

EE

RIN

G &

O

NS

UL

TIN

G, L

.L

.C

.E

C

CIV

IL E

NG

IN

EE

RIN

G, P

RO

JE

CT

M

AN

AG

EM

EN

T &

S

IT

E S

ER

VIC

ES

OF

SHEET

3 3

PERMIT

PLANS

DATE

10/25/16

PROJECT NO.

16-0XX

10/25/16

SCALE

1" = 60'




81+

75 -

MA

TC

HLIN

E J

73+

50 -

MA

TC

HLIN

E I






SITE PLAN LEGEND







98+

50 -

MA

TC

HLIN

E L

90+

25 -

MA

TC

HLIN

E K






SITE PLAN LEGEND







114+

50 -

MA

TC

HLIN

E N

106+

50 -

MA

TC

HLIN

E M






SITE PLAN LEGEND







120+

00 -

MA

TC

HLIN

E O






SITE PLAN LEGEND





= PROPOSED BIKE RACK (IN STATE R-O-W)

AN ADDITIONAL 18 SLM STENCILS SHALL BE

INSTALLED AS PART OF THIS PROJECT ON THE

PORTION OF THE BIKE TRAIL THAT IS LOCATED

ON NON-STATE ROUTES (FROM THIS FINAL

STATION BACK TO STATION 0+00).

Documents

INDEST ST. FRONT ST.DUPERIER AVE.MARIE ST. PARKVIEW …mourain.com/wp-content/uploads/Construction...indest st. jefferson st. main st. bike trail note : contractor to coordinate exact