IFB #001-26 Invitation for Formal Bids for Roseboro Emergency Services Building

LEGEND
AREA LIGHTING
EXIST. SANITARY MH
EXIST. STORM
EXIST. AERIAL ELECTRIC
SILT FENCE
LIMITS OF DISTURBANCE
SANITARY SEWER
EXIST. SAN. SEWER
EXIST. WATER
WATER
EXIST. GAS
EXIST. FIBER
FENCE
SILT FENCE ROCK OUTLET
CLEANOUT
SHEET No.
FOR CONSTRUCTION
SURFACE FLOW
G-0
B
J
DRAHCNAL
MI
A
SETAICOSS
.C.P
ROSEBORO EMS STATION
SAMPSON COUNTY EMERGENCY SERVICES
CONSTRUCTION NOTES
1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE NORTH
CAROLINA BUILDING CODE, NCDOT, SAMPSON COUNTY, AND TOWN OF
W. DR. MARTIN LUTHER KING, JR. BLVD,
ROSEBORO REQUIREMENTS.
2. UTILITY LINES AND SERVICES SHOWN HEREON ARE APPROXIMATE.
CONTRACTOR MUST NOTIFY NORTH CAROLINA 811, nc811.org, AT LEAST THREE
WORKING DAYS PRIOR TO THE START OF EXCAVATION OR TRENCHING TO HAVE
ROSEBORO NC
UNDERGROUND UTILITES LOCATED. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND DEPTHS PRIOR TO
CONSTRUCTION AND ARRANGE FOR PROTECTION OF UTILITIES IN CONFLICT WITH
PROPOSED WORK. THE LOCATIONS, DEPTH AND DESCRIPTION OF EXISTING
UTILITIES SHOWN WERE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD
SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN
THE WORK AREA. POTHOLING PRIOR TO CONSTRUCTION MAY BE NECESSARY.
ALL WORK TO VERIFY UTILITY LOCATIONS AND DEPTHS IS INCIDENTAL AND IS
INCLUDED IN THE CONTRACTORS BID PRICE.
3. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING
UTILITIES IN SERVICE AND PROTECTED DURING CONSTRUCTION. CONTRACTOR
SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING
MATERIAL AND METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE
INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT
WITH THE UTILITY PROVIDER AND NOTIFICATION TO SERVICE CUSTOMER.
4. CONTRACTOR SHALL NOTIFY JIM BLANCHARD ASSOCIATES 48 HOURS IN
ADVANCE OF STARTING CONSTRUCTION.
PROJECT SITE 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, BRUSH, ROOTS,
EXCESS TOPSOIL, AND OTHER EXCESS MATERIAL OFF SITE. MATERIALS SHALL BE
DISPOSED OF IN SUCH A MANNER AS TO MEET ALL APPLICABLE STATE
J B REGULATIONS.
IM LANCHARD 6. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE
PROJECT SITE AT ALL TIMES WITH ALL KNOWN CHANGES REDLINED ON THE
A
WORKING PLAN SET FOR THE SOLE PURPOSE OF RECORDING AS BUILT
SSOCIATES
INFORMATION OF IMPROVEMENTS AND LOCATION AND DEPTH OF ANY EXISTING
UTILITIES ENCOUNTERED.
7. ANY ALTERATIONS OR VARIATIONS FROM THESE PLANS EXCEPT MINOR
P.C.
FIELD ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL BE
APPROVED BY THE DESIGNER OF RECORD. CONTRACTOR SHALL KEEP RECORD
OF ALL CHANGES AND NOTE ON AS BUILT PLANS. CONTRACTOR SHALL SUBMIT
ACCURATE AND COMPLETE "AS-BUILT" INFORMATION TO THE OWNER UPON
COMPLETION OF CONSTRUCTION.
8. THE CONTRACTOR SHALL. PERFORM ALL WORK NECESSARY TO COMPLETE
THIS PROJECT IN ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS
AS MAY BE NECESSARY TO PROVIDE A COMPLETE PROJECT.
9. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND VERIFY
ALL EXISTING CONDITIONS BEFORE THE START OF WORK. THE CONTRACTOR
SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY
ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR
SHOWN ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE
CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL
REPORTED TO THE OWNER AND DESIGNER OF RECORD FOR CLARIFICATION OR
CORRECTION.
10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL
CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM
OSHA, DEQ, STATE, AND LOCAL REGULATING AGENCIES FOR SAFETY AND
INSTALLATION OF THE WORK INCLUDING BUT NOT LIMITED TO SHORING, BRACING,
ERECTION/INSTALLATION, FALL PROTECTION, GUARDRAILS, ETC.
11. UNSTABLE SOIL SHALL BE REMOVED AND REPLACED WITH SATISFACTORY
FILL OR DRIED TO THE POINT THE SOIL IS NO LONGER UNSTABLE.\H0;
12. CONTRACTOR IS RESPONSIBLE FOR ALL EQUIPMENT, LABOR, MATERIAL,
FITTINGS, AND ACCESSORIES NEEDED FOR A COMPLETE AND FUNCTIONAL
SYSTEM.\H0;
13. CONFLICTS IN THESE PLANS MUST BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IMMEDIATELY AFTER DISCOVERY. \H0;
PROJECT SITE
TRAFFIC NOTES
1. ALL ROADS SHALL REMAIN OPEN AT ALL TIMES UNLESS A WRITTEN PLAN
HAS BEEN SUBMITED AND APPROVED BY TOWN OF ROSEBORO AND NCDOT.
2. ANY LANE CLOSURES SHALL BE APPROVED BY TOWN OF ROSEBORO AND
NCDOT.
3. ALL TRAFFIC CONTROL MEASURES SHALL MEET MUTCD STANDARDS.
VICINITY MAP
SECIVRES
YCNEGREME
YTNUOC
NOSPMAS
CN
OROBESOR
,DVLB
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SME
OROBESOR
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REVOC

2
0
.
0
0
'
2
S
5 E
. T 0
B
0 A
' C
K
2
5
.
0
0
2 '
0
.
0
0
'
NW
RAILROAD
STREET
C/L
OF
OLD
ABANDONED
RAILROAD
30' 24'
DR
MARTIN
LUTHER
KING
JR.
BLVD
E
M
S
5
' S
T A
T
I
O
N
18'
9 PARKING
SPACES
20'
10'
8'
10'
ASPHALT DRIVE
20'
SEE
DETAIL
CURB
AND
DRIVE
NEW
CONCRETE
HANDICAP SIGN
24'
FEET
BEHIND
CURB
WITH
ADJACENT
SW
OR
3
NEW
SIDEWALK
ALIGN
R R
R 2 6 2 5 5 ' . 5 '
'
R
5
'
R
5
' R
5
'
R
1
5
'
R
1
0
'
24'
19'
24'
PARKING INFORMATION:
PUBLIC OFFICE PARKING
MAXIMUM ALLOWED: 12 SPACES (1 PER 200 SF)
PARKING SPACES PROVIDED: 12 SPACES
PARKING SPACE DIMENSIONS: 20' X 10' (MIN)
AISLE WIDTH: 24'
1 HANDICAP VAN ACCESSIBLE SPACE
PARKING SPACE STALL PAINT: 4" WHITE
LANDSCAPE NOTES:
1. PROVIDE 4 INCHES OF MULCH AROUND
BASE OF TREES.
2. PLACE 4 INCHES OF TOPSOIL ON ALL
DISTURBED AREAS TO BE TURFED.
3. PROVIDE A PERMANENT STAND OF GRASS
IN ALL DISTURBED AREAS.
4. PLANT SUBSTITUTIONS ARE ACCEPTABLE
WITH OWNER AND CITY APPROVAL.
5. INSTALL ALL LANDSCAPING IN LANDSCAPING SCHEDULE
ACCORDANCE WITH THE GROWERS
INSTRUCTIONS.
SYMBOL BOTANICAL COMMON SIZE COMMENTS
LIGUSTRUM JAPONICUM JAPANESE PRIVET 3 GAL-36"HT QTY = 2
2" CAL-10' HT QTY = 2
ACER RUBRUM RED MAPLE
R
4
5
'
18'
15'
12'X50' TRUCK LOADING
SITE PLAN
0 30' 60'
1" = 30' SCALE:1"= 30' FOR CONSTRUCTION
B
J
DRAHCNAL
MI
A
SETAICOSS
.C.P
2" S12.5 ASPHALT
6" AGGREGATE BASE COURSE
8" COMPACTED SUBGRADE
COMPACT TO 98%
MODIFIED PROCTOR
PAVEMENT PROFILE
SHEET No.
CN
OROBESOR
,DVLB
.RJ
GNIK
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C-1
SECIVRES
YCNEGREME
YTNUOC
NOSPMAS
SME
OROBESOR
NALP
ETIS
HANDICAP SIGN
SIDEWALK DETAILS
CONTAINER/POTTED
N.T.S.
DECIDUOUS TREE DETAIL
1

NW
RAILROAD
STREET
C/L
OF
OLD
ABANDONED
RAILROAD
DR
MARTIN
LUTHER
KING
JR.
BLVD
124
5
2
1
1
2
4 1
2
1
5
2
5
1
2
5
6
1 2
2 1 5
11
2
2
4
4
1
2
4
DEMO APPROXIMATELY
45 FEET OF CURB AND
DRIVEWAY. DEMO TO
EXISTING JOINT
1 CLEAR AND GRUB
2
4
ENTIRE AREA TO
PROPERTY LINE. STRIP
MIN. 4" TOPSOIL FROM
1
2
4
CLEARED AREA PLUS
DISTURBED AREA WITHIN 1
2
3 ROW.
3
2
1
125
1 15
2 1 123
2 2 124 125 5 5
1
2
5
123
3
2
1
1
2
3
1
2
3
2
2
1
122
1
2 1
1 2
1 1
1
2
2
3
3
2
2
1
2
2
1
1
2
2
2
2
11 1
2
22 1
2
00
2
1
1
2
2 CONSTRUCTION EXIT
1 1
2
1 1
1 2 2 0 1 1 2
1 1
2
2 0
02 0
21 2
1 1
1 0
1 2 2 2 1 1
1 1 1
2 2 2
1 2 3
1
1
2
1
M R
I NI H
M
V - 1
==
1(
F2 E
L5 X
O.I
8S
O2T
D I
N
E
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)
NW
RAILROAD
STREET
C/L
OF
OLD
ABANDONED
RAILROAD
DR
MARTIN
LUTHER
KING
JR.
BLVD
H
S
WO
SA AR T
EN T I WO
E
D
E
T
I T
A
R
Y
E R
S
E
Z O
N
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A
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R
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E E E
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E
N N O
R
N A
T
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C O D
T AR M
I O DI L A
K
N L
E
E
M
S 4" SCH 40 PVC @ 1%
S 1" PEX TUBING
T
A
T
I
O
M
N
T
E
O
T
W
E
NR
O A
FN
D R
OB
O
S
EX
B F
OU
RR
ON
I
S
H
E
D
B
Y
UTILITY PLAN
1" = 20'
FOR CONSTRUCTION
B
J
DRAHCNAL
MI
A
SETAICOSS
.C.P
0 10' 20' 40'
SHEET No.
SCALE:1"=20'
CN
OROBESOR
,DVLB
.RJ
GNIK
REHTUL
NITRAM
.RD
W
C-2
SECIVRES
YCNEGREME
YTNUOC
NOSPMAS
SME
OROBESOR
NALP
OMED/YTILITU
DEMO AND EROSION CONTROL PLAN
1" = 20'

NW
RAILROAD
STREET
C/L
OF
OLD
ABANDONED
RAILROAD
DR
MARTIN
LUTHER
KING
JR.
BLVD
1
2 1
5
2
5
1
2
5
6
1 2
2 1 5
1 1
2
2
4
4
1
2
4
1 E 2
4 M
S
S
T
A
1 T 2
4
I O
N 1
2
3
3
2
1
125
1 15
2 1 123
2 2 124 125 5 5
1
3
2 2
5
1
4
123
2
1
1
2
4
123
2
2
1
122
1
2 1
1 2
1 1
1
2
2
3
3
2
2
1
2
2
1
1
6 2
2 6
1
1
2
2 1
2
2 2
2 11 1 5
22 1 1 2 F
00 2 1 2
1 1 2 4 F GRADING NOTES:
E
3
1
2
2 1. STRIP TOPSOIL AND 2
1 1 7
STOCKPILE FOR 2 .
1 1 0
1 2 1 ' GRASSING AND 2 1 0 2
1 1 LANDSCAPING.
2
2. COMPACT ROAD
2 0
02 0
SUBGRADE PER ROAD
21 2
1 1 PROFILE DETAIL.
1 0
1 2 3. PROOF ROLL 2 2 1 1 1 1 1 SUB-GRADE PRIOR TO
2 2 2
1 2 3 INSTALLING ABC, WITH
1
MINIMUM 25 TON DUMP
TRUCK. VERIFY NO
1 PUMPING. IF PUMPING,
2 SCARIFY AND RE-ATTEMPT
1
PROOF ROLL AND
2
1 2 CONTACT ENGINEER.
2 1
1 0
2
0
1
2
0
NW
RAILROAD
STREET
C/L
OF
OLD
ABANDONED
RAILROAD
DR
MARTIN
LUTHER
KING
JR.
BLVD
E
N
E
E = 2 , 1 4 4 N , 1 = 2 4 4 0 , 3 0 8 E = 2 , 1 4 4 N , 1 = 0 5 4 4 . 4 0 1 , 3 ' 2 4 . 6 4 ' E = 2 , 1 4 4 N , 1 = 2 2 4 4 . 8 0 5 , 3 ' 7 1 . 5 0 ' E = 2 , 1 4 4 N , 1 = 6 4 6 4 . 9 0 4 , 4 ' 2 4 . 0 3 ' E = 2 , 1 4 4 N , 1 = 8 0 4 4 . 8 0 9 , 4 ' 6 1 . 5 2 ' E = 2 , 1 4 4 N , 1 = 9 9 4 4 . 1 0 4 , 5 ' 0 3 . 4 7 ' = 2 , 1 4 4 N , 1 = 8 9 4 4 . 5 0 8 , 5 ' 6 = 5 2 . 1 , 1 4 4 ' 4 , 2 = 1 4 2 4 . 0 0 6 , 5 ' 5 6 . 7 7 ' E = 2 , 1 4 4 N , 2 = 2 4 7 4 . 0 , 5 4 0 . 4
0. 33
.2 2'
69
'
7'
E '
N
=
=
2
,4
1 4
40
4,
2
,
19
49
3.
.9
12
6'
'
E
M
S
S
T
A
T
I
O
N
N
E
=
=
4
2
4
,
10
4,
N 5
E N 4 7
= N E , 23
E
= 2
, 1
N
4 4
=
, 1
4
6
4
5 0 . 4 , 3 0 2 . 3 2 '
= 2
, 1 4
4 , 1
4
9
4
7
0
. 0
, 3
2 3 ' 2 . 8 2 '
E =
2 ,
1 4 4
=
, 2
4
2
4
3 0 . 1 , 4 0 3 . 1 0 '
=
2 , 1
4 4
=
, 2
4
3
4
7
0
. 1 , 4 2 4 0 . 5 9 '
E =
2 , 1
N
4 4
=
, 2 4 1 4 6 0 , 4 7
E
0 .
=
9
2
, 1
N
4 4
=
, 2
4
4
4
7 0 . 5 , 4 6 8 . 7 1 '
E
= 2
, 1
N
4 4
=
, 2
4
5
4
6 0 . 6 , 5 0 1 . 6 3 '
7 0
. 4 0
'
. 1 1
'
0 7 ' . 4 8 2
'
' 4'
' '
0
'
GRADING PLAN
1" = 20'
FOR CONSTRUCTION
B
J
DRAHCNAL MI A SETAICOSS .C.P
0 10' 20' 40'
SHEET No.
SCALE:1"=20'
CN
OROBESOR
,DVLB
.RJ
GNIK
REHTUL
NITRAM
.RD
W
C-3
SECIVRES
YCNEGREME
YTNUOC
NOSPMAS
SME
OROBESOR
NALP
TUOYAL/GNIDARG
LAYOUT PLAN
1" = 20'

SEEDBED PREPARATION
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED
ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH
AVAILABLE TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED
DEPTH SHALL BE 4" TO 6" DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE
REMOVED FROM THE SURFACE SO THAT THEY WILL NOT
INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF
VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH
AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO
BE ACCORDING TO SEEDING SPECIFICATIONS ON PLAN.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER
ACCORDING TO SOIL TEST REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY
AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.
7. MULCH WITH STRAW APPLIED AT RATE OF 75-100 LBS./1000 S.F.
ANCHOR WITH ASPHALT EMULSION TACK COAT AT RATE OF
14-28 GAL./1000 S.F. OR 800-1200 GAL./ACRE IF REQUIRED
BY ONSITE FINISH GRADE.
4' MIN SILT FENCE EXTEND WIRE
FENCE A MIN.
OF 2' PAST
OPENING
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE.
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
NOTES: STEEL POST SET CLOTH IN TRENCH.
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. MAX 2' APART MIN
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. 2' INTO SOLID GROUND
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
16"MIN
3' FILTER FABRIC APRON
ON GROUND
2:1
6"
BURY 6" UPPER EDGE OF
BURY WIRE FENCE AND 4" FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
SILT FENCE ROCK OUTLET
FOR CONSTRUCTION
B
J
DRAHCNAL
MI
A
SETAICOSS
.C.P
SHEET No.
C-6
SLIATED
ETIS
SILT FENCE