11-16 Minor Mod 2016 Stevens Towing Company Oversized Plan

110 C1 H LN N 0 G 6 D
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1
EDGE OF CONCRETE
7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+77.7 1+50 1+00 0+50 O+DO
END OF RAMP
5+55
BARGE 3' HIGH
PROPOSED GRADE EL. +10.0' WATER KNEE WALL
TIGHT
GATE CONCRETE
EXISTING GRADE
..................... ............... ............................................................................................................................. .................. —........... ............................ ?! $. ov'.................................................
— — — — — — — — — — -- — — — — — — . _.._
42.0' r
REQUIRED DREDGE
'
�EX
/I
BARGE (TYP.)
,
l
260' x 52. 5'
` ��� 30' CAMA
BARq
EX. PLE
HARKIN&
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! 1'
BOX CUT
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—
fI(y
DREDGE
LIMITS
DOLPHIN PILE (TYP.)
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_
/ STEEL MONOPOLE OR
TIMBER PILE GROUP �
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5 W * 34' 03' E 742.74,
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0. TOTAL RAMP: 80' WIDE x 555 LF HORIZONTAL SCALE: *=20- '
h. RAMP IN WATER: 80' WIDE x 205 LF VERTICAL SCALE: 1'=20'
E. UPLAND DEVELOPMENT (OTHER THAN LISTED ABOVE) PROPOSED CONCRETE
a. b. REMOLITY VACE: 2,800 SF L SF OF EXISTING IMPERVIOUS COVERAGE IN AREAS DESIGNATED. STEEL MONOPOIN PILE LE OR �� WORKING PLATFORM
40'
OVALOF300' ��� LEGEND
c. CONCRETE UPGRADES AND REINFORCEMENT TO EXISTING PADS. TIMBER PILE GROUP
8. PROPOSED MODIFICATIONS: 100' BARGE BARGE BARGE II BARGE EXISTING ASPHALT PAVEMENT PROPOSED GRAVEL
A. CHANGE FROM HYDRAULIC DREDGING TO MECHANICAL DREDGING FOR AN AREA BARGE RAMP 52.5 x260 52.5 x260 52.5 x260 (� 52.5 x260
APPROXIMATELY 200*x470'. THIS CONSTITUTES APPROXIMATELY 31,000 CY OF MATERIAL OF................................................................ ...........Aft .....2.5'........ 5 ............................ .......... /
THE TOTAL DREDGE VOLUME OF 98,000 CY. 1I _ ` -
B. RE -CONFIGURATION OF DREDGE SPOIL RETENTION AREA AS SHOWN 9.6 AC. ENTIRELY — — — — FC—t17+ks — — — — 11 - PROPOSED ! EXISTING CONCRETE PAVEMENT j � PROPOSED DEMOLITION
OUTSIDE AEC'S. 6�RAi AREA TO SHEETPILE BULKHEAD — — — --__J
SLOUGHING SLOUGHING BE DREDGED �� IN FRONT OF CONC.
9. BOUNDARY &TOPOGRAPHIC INFORMATION SHOWN BASED ON PC 1, 153D, PC 2, SL 31J AND 0 2:1 PROPOSED �' 0 2:1 PROPOSED WORKING PLATFORM EXISTING GRAVEL —INF— PROPOSED INFLUENT PIPE TO HYDRAULIC BASIN
FIELD SURVEY BY QUIBLE & ASSOCIATES, PC DATED 08/12/15. GRADE o -t2' PROPOSED GRADE 0 -12'
10. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES. BASED AREA TO 3Qo WATER DEPTH SOUNDING —EFF—
ON COMMUNITY CID N0. 370301; PANEL 6960; SUFFIX L. BE DREDGED +' �'�'f'''OSED EFFLUENT PIPE FROM HYDRAULIC BASIN
(MAP NUMBER 3720696000L) EFFECTIVE DATE: 08/03/2009. SECTION "A —A" SECTION »B—B{BASED ON NWL)
- - ! P ..IMITS OF DISTURBANCE
11. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS, HORIZONTAL SCALE 1'-100' HORIZONTAL SCALE: 1"-100'
COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH. VERTICAL SCALE: 1'=20' VERTICAL SCALE: 1'=20'
Know what's below.
Call before you dig.
OF
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
OCT 2 6 2016
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COMMISSION N0,
P15055
DESIGNED BY
BDR
DRAWN BY
JMH
CHECKED BY
BDR
ISSUE DATE
09/10/15
SHEET NO.
OF 1 SHEETS