PREBLE-RISH INC

Transcription

PREBLE-RISH INC

N
N
PROJECT
LOCATION
OWNER/DEVELOPER:
ENGINEER/AGENT:
CITY OF APALACHICOLA
1 AVENUE EAST
APALACHICOLA, FL 32320
PHONE: 850-653-3886
PREBLE RISH INC.
502 E PARK AVE.
TALLAHASSEE, FL 32301
P REBLE-RISH INC
CIVIL
SURVEYING
SITE PLANNING
AYODEJI O. AJOSE-ADEOGUN, P.E.
P.E. #: 65524
DATE:
PROJECT NO.
SHEET
219.010
C2
AVE I
APALACHICOLA DRAINAGE AND
WATER QUALITY IMPROVEMENTS
FRANKLIN COUNTY, FLORIDA
GENERAL NOTES
SCALE:
N.T.S.
DESIGNED:
A.O.A.
DRAWN:
RJERNIGAN
CHECKED:
A.O.A.
DATE:
December 2015
SITE PLANNING
CIVIL
SURVEYING
502 E PARK AVE., TALLAHASSEE, FL 32301
(850) 523-0062
P REBLE-RISH INC
PROJECT NO.
SHEET
219.010
C3
AVENUE I
TOPOGRAPHIC SURVEY
SCALE:
1" = 30'
DESIGNED:
CIVIL
DRAWN:
JF
SURVEYING
CHECKED:
DJB
DATE:
12/10/14
SITE PLANNING
PREBLE-RISH INC
PROJECT NO.
SHEET
219.010
C4
AVENUEU I
TOPOGRAPHIC SURVEY
SCALE:
1" = 30'
DESIGNED:
CIVIL
DRAWN:
JF
SURVEYING
CHECKED:
DJB
DATE:
12/10/14
SITE PLANNING
PREBLE-RISH INC
DEMOLITION AND REMOVAL
SILTFENCE
INLET PROTECTION
AVE I
DEMOLITION & EROSION PLAN
SCALE:
AS SHOWN
DESIGNED:
A.O.A.
DRAWN:
RJERNIGAN
CHECKED:
A.O.A.
DATE:
December 2015
SITE PLANNING
CIVIL
SURVEYING
(850) 523-0062
P REBLE-RISH INC
SEE SHEET C6
PROJECT NO.
SHEET
219.010
C5
SEE SHEET C5
SILTFENCE
TB
TB
TREE PROTECTION
AVE I
DEMOLITION & EROSION PLAN
DEMOLITION AND REMOVAL
INLET PROTECTION
PROJECT NO.
SHEET
219.010
C6
SCALE:
AS SHOWN
DESIGNED:
A.O.A.
DRAWN:
RJERNIGAN
CHECKED:
A.O.A.
DATE:
December 2015
SITE PLANNING
CIVIL
SURVEYING
(850) 523-0062
P REBLE-RISH INC
SWPPP
AVE I
RECOMMENDED SPACING FOR TYPE I AND TYPE II HAY
BALE BARRIERS, AND TYPE III SILT FENCES
PROJECT NO.
SHEET
219.010
C7
SCALE:
N.T.S.
DESIGNED:
A.O.A.
DRAWN:
RJERNIGAN
CHECKED:
A.O.A.
DATE:
December 2015
SITE PLANNING
CIVIL
SURVEYING
(850) 523-0062
P REBLE-RISH INC
SITEPLAN
AVE I
SOD AREA
PROJECT NO.
SHEET
219.010
C8
SCALE:
AS SHOWN
DESIGNED:
A.O.A.
DRAWN:
RJERNIGAN
CHECKED:
A.O.A.
DATE:
December 2015
SITE PLANNING
CIVIL
SURVEYING
(850) 523-0062
P REBLE-RISH INC
NOTE:
SCALE:
HORIZ.: 1' = 30'
VERT.: 1' = 3'
SCALE:
HORIZ.: 1' = 30'
VERT.: 1' = 3'
DATE:
December 2015
CHECKED:
A.O.A.
DRAWN:
RJERNIGAN
DESIGNED:
A.O.A.
AVE I
PLAN & PROFILE (5TH STREET AND AVE I)
SCALE:
AS SHOWN
SOD AREA
SITE PLANNING
CIVIL
SURVEYING
(850) 523-0062
SOD AREA
P REBLE-RISH INC
INFORMATION FOUND ON SURVEY WAS OBTAINED BY FIELD SURVEY,
CCTV AND FDOT STATE PROJECT # 49580-1500 (FINANCIAL PROJECT
NO. 2187721-52-01). CONTRACTOR SHALL VERIFY ALL INFORMATION
PRIOR TO CONSTRUCTION.
PROJECT NO.
SHEET
219.010
C9
SCALE:
HORIZ.: 1' = 30'
VERT.: 1' = 3'
SCALE:
AS SHOWN
DESIGNED:
A.O.A.
DRAWN:
RJERNIGAN
CHECKED:
A.O.A.
DATE:
December 2015
SITE PLANNING
CIVIL
SURVEYING
(850) 523-0062
P REBLE-RISH INC
CUT AND PATCH
AVE I
DITCH SECTION
SOD AREA
PROJECT NO.
SHEET
219.010
C10
AVE I
LANDSCAPE PLAN
SCALE:
AS SHOWN
DESIGNED:
A.O.A.
DRAWN:
RJERNIGAN
CHECKED:
A.O.A.
DATE:
December 2015
SITE PLANNING
CIVIL
SURVEYING
(850) 523-0062
P REBLE-RISH INC
SCALE 1" = 5'
PROJECT NO.
SHEET
219.010
C11
1.12'
(LBR 40)
Stabilization
See Notes Below
See Notes Below
12" Type "B"
Stage #2 Backfill*
18"
Stage #1 Backfill *
See Location Criteria in
Utility Accommodation Manual
Replacement Base (12" Limerock)
TREE TRUNK PROTECTION (PL2) DETAIL
Varies
12"
Ditch Width (w)
PAVEMENT REMOVAL AND REPLACEMENT
Pavement shall be mechanically sawed.
The replacement asphalt shall be as noted above.
BACKFILL
COMPACTED AND STABILIZED FILL OPTION
Backfill material shall be placed in accordance with Section 125 of the Standard Specifications.
In Stage #1, construct compacted fill beneath the haunches of the pipe, using mechanical tamps suitable for this purpose. This compaction applies to the material places beneath the
haunches of the pipe and above any bedding.
POST SPACING
8' MAX.
In Stage #2, construct compacted fill along the sides of the pipe and up to the bottom of the base, with the upper 12" receiving Type B Stabilization. In lieu of Type B Stabilization, the
Contractor may construct using Optional Base Group 3.
* FLOWABLE FILL OPTION
If compaction can not be achieved through normal mechanical methods then flowable fill may be used.
TREE PROTECTION (PL1) BARRICADE
Flowable fill is to be placed in accordance with Section 121 of the Specifications, as approved by the Engineer.
Do not allow the utility being installed to float. If a method is provided to prevent flotation from occurring, stages #1 and #2 can be combined, if approved by the Engineer.
In Stage #1, place flowable fill midway up on both sides of the utility. Allow to harden before placing Stage #2.
In Stage #2, place flowable fill to the bottom of the existing base course.
** ASPHALT
The thickness of the asphalt patch shall be twice as thick as the existing pavement with a minimum thickness of 2
1
2
STRAW BALE CHECK DAM
GENERAL DETAILS
The new base materials shall be either of the same type and composition as the material removed or of equal or greater adequacy (see Index No. 514).
CHECKED:
A.O.A.
AVE I
12"
SCALE:
N.T.S.
Sand Backfill
DRAWN:
RJERNIGAN
2 12" SP 12.5
DESIGNED:
A.O.A.
Ditch Width (w) +6'
** Replacement Structural Course
SITE PLANNING
CIVIL
SURVEYING
(850) 523-0062
TYPICAL CONCRETE DRIVEWAY DETAIL
P REBLE-RISH INC
GRAVEL DRIVEWAY DETAIL
DATE:
December 2015
TYPICAL DIRT ROAD SECTION
and a maximum thickness of 4".
FLEXIBLE PAVEMENT CUT
NTS
PROJECT NO.
SHEET
219.010
C12
AVE I
GENERAL DETAILS
NUTRIENT SEPARATING BAFFLE BOX
PROJECT NO.
SHEET
219.010
C13
SCALE:
N.T.S.
DESIGNED:
A.O.A.
DRAWN:
RJERNIGAN
CHECKED:
A.O.A.
DATE:
December 2015
SITE PLANNING
CIVIL
SURVEYING
(850) 523-0062
P REBLE-RISH INC

PREBLE-RISH INC

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