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 CITY OF NEW IBERIA CHURCH ALLEY PARK & BIKE TRAIL NEW IBERIA, LA 70560 3-15-17 9 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 C2 BIKE LANE PERMIT PLANS C3 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: $2,000 PER KIOSK 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 PROPOSED BICYCLE RACK SCALE: 1 1/2" = 1'-0" 3 PROPOSED BICYCLE RACK MOUNTING PLATE SCALE: 3" = 1'-0" 4 (4) 3/8" STAINLESS ANCHOR BOLTS. DRILL AND EPOXY INTO EXISTING CONCRETE SIDEWALK 5281' 67$,1/(66 78%( 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" 5281' 67$,1/(66 78%( 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. N LEWIS ST. PARKVIEW DR. MAIN ST. MARIE ST. DUPERIER AVE. FRONT ST. INDEST ST. JEFFERSON ST. MAIN ST. 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.
9
Embed
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
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
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
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
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
C2 BIKE LANE PERMIT PLANS
C3 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.
N
L
E
W
I
S
S
T
.
P
A
R
K
V
I
E
W
D
R
.
M
A
I
N
S
T
.
M
A
R
I
E
S
T
.
D
U
P
E
R
I
E
R
A
V
E
.F
R
O
N
T
S
T
.
I
N
D
E
S
T
S
T
.
J
E
F
F
E
R
S
O
N
S
T
.
M
A
I
N
S
T
.
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
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
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
SIDEWALK TO BE REMOVED
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)
EXISTING MASONRY WALL TO
BE CLEANED AND PAINTED.
(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.
EA
ST
M
AIN
S
TR
EE
T - 3
.2
M
IL
E B
IC
YC
LE
T
RA
IL
EA
ST
M
AIN
S
TR
EE
T
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