HomeMy WebLinkAbout1999 - (#38) Elkcam Waterway Control Structure (Jan)m,
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REPLAOEMIENT OF
Call 48 hours before you dig in Florida ELKCAM WATERWAY LOCATION MAPS t.T'.S.?
CONTROL STRUCTURE
SECTION 25
TOE. SWP 31 SOUT"
RANGES EAST
`
MASTELLER & MOLER, INC.
CIVIL ENGINEERS ti
It's the Law!
�% g 2205 14th -Avenue Ph. (561) 567-5300
1-� , 00-432— O Vero Beach, Florido 32960 Fox (561) 794-1106
SungkI;ie State One Call of Florida, Inc.
•• i
ON SITE BM A-28
SET 60-D NAIL ON
S.E. SIDE OF POWERPOLE
0.3' (+/-) BELOW
GROUND SURFACE
ELEV. = 17.25'
f
X 17.54 /� \
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AM WATERWAY
R/W VARIES
NO. DATE DESCRIPTION
I o
x 4
/ x 6,65 I /
x 6 61 /x .66 f / 15 00
x's.s5
x 17.24
M MASTELLER & MOLER, INC.
CONSULTING ENGINEERS
DR/APP 1623 N. U.S. Highway 1, Suite B- 5211 Okeechobee Rood
Sebastian, Florida 32958 Ft. Pierce, Florida 32947
Ph. (561) 589-4800 Ph. (561) 466-9200
Fox (561) 589-2742 1) 466-9230
J
x 13.
16.34 /
x 16.74 /
x 16,84
S-VII-VEY OF EXIS-1-INC3 C00"NDITIC)N3
S-V\
MF OF PELICAN City of Sebastian,
REPLA%oEMENT OF
�S�1�i is �J Uu1� y m � @C'TJ m Vq
n
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
LEGEND
IRC IRON ROD AND CAP
LB LICENSED BUSINESS
NO. NUMBER
R/W RIGHT OF WAY
CM CONCRETE MONUMENT
MEAS. MEASURED
P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT
FD, FOUND
O.R.B. OFFICIAL RECORD BOOK
P.R.M. PERMANENT REFERENCE MONUMENT
P.C.P. PERMANENT CONTROL POINT
BM BENCHMARK
F.F. FINISH FLOOR
ELEV. ELEVATION
E.O.P. EDGE OF PAVEMENT
R RADIUS
IL DELTA
L LENGTH
STA. STATION
1 A
I }_ GENERAL NOTES
• THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH
THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS 11
PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL
COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL
SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974.
• THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE
SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS
OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION,
STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC
CONTROL SURVEYS, DATED FEBRUARY 1974".
• THE LAST DATE OF FIELD WORK: 06-29-95
• THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS:
PER THE PLAT OF RECORD
• NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY
AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS
SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED.
•THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE
NATIONAL GEODETIC VERTICAL DATUM OF 1929.
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT
AS SHOWN.
• UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME.
"Title to all documents which bear the copyright
of Masteller & Moller, Inc. is vested solely in
Masteller & Maier, Inc. These documents are
provided to the owner solely in connection with
this project. Any other use or reuse of these
documents or any reproduction, display, sale, or
other disposition of these documents by anyone'.
is .expressly prohibited without consent of
Masteller & Moler, Inc. pursuant to the Federal
Copyright Law."
Florins 1 (J1998, MASTELLER & MOLER, INC
NOTE:
ALL SURVEY DATA OBTAINED AND PROVIDED BY
MASTELLER, MOLER & REED, INC.,
2205 14TH AVE.
VERO BEACH FL. 32960
(561-567-8050)
DWG# 9840PLN
DRAWN PHN
DESIGNED EHM
CHECKED EHM
DATE 01/99
SCALE AS NOTED
,21 Lz� 7
SHEET `7 OF
EARL H. MASTELLER, P.E. FL#26658 DWG NO 9840
i 'Y>'-:;
13-FRUCTURAL_ NOTE
1010 GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN
CONJUNCTION WITH JOB SPECIFICATIONS AND SITE DRAWINGS. CONSULT
THESE DRAWINGS FOR DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE
WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE
AFTER COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY
OF THE STRUCTURE DURING ERECTION. THIS INCLUDES THE ADDITION OF
NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR
TIEDOWNS.
1061A DESIGN LOADS: THE STRUCTURAL SYSTEM HAS BEEN DESIGNED IN TOP OF
ACCORDANCE WITH THE STANDARD BUILDING CODE, 1997 EDITION BY CONCRETE
THE SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL, INC. THE
FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED:
WALKWAY: 100 PSF
MAXIMUM UPSTREAM WATER ELEVATION: 17 NGVD
HANDRAILS: 50 PLF TOP RAIL OR 200# AT TOP OF POST.
1120 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR
GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT
DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT
DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR
TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED
WITHOUT REVIEW WILL BE RETURNED UNCHECKED.
SHOP DRAWING SUBMITTALS SHALL INCLUDE ONE SEPIA AND THREE
SETS OF BLUEPRINTS. ONE SET OF PRINTS WILL BE RETAINED BY THE
ENGINEER, ONE BY THE ARCHITECT, ONE BY THE LOCAL BUILDING
DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE
PRINTS FROM THE SEPIAS AS REQUIRED FOR DISTRIBUTION.
IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL GOVERN OVER THE
SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE
ENGINEER.
4
2011 FOUNDATIONS: SEE THE FOLLOWING REPORT FOR COMPLETE
GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES.
SITE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY
WITH REPORT No. 39723 DATED 12/98
PREPARED BY: UNIVERSAL ENGINEERING SCIENCES (ROCKLEDGE, FL)
TITLED:ELKCAM WATERWAY CONTROL STRUCTURE, SEBASTIAN, FL
2354 STEEL SHEET PILING: STEEL SHEET PILING SHALL CONSIST OF
APPROVED CONTINUOUS, INTERLOCKING PANELS WEIGHING NOT LESS
THAN 21.9 psf OF WALL. A SINGLE PANEL SHALL HAVE A SECTION
MODULUS OF NOT LESS THAN 24.2 in 3 PER LINEAL FOOT OF WALL.
MINIMUM STEEL THICKNESS SHALL BE 0.375". SHEET PILING AND
ACCESSORIES SHALL CONFORM TO ASTM A572 GRADE 50.
PROTECTIVE COATING TO BE APPLIED TO BOTH SIDES OF THE UPPER 12' OF
THE STEEL SHEET PILING SHALL BE PORTER 7080 COAL TAR EPDXY FOR
MARINE APPLICATIONS OR HI -BUILD TNEMEC TAR (48H-413) FOR
IMMERSION SERVICE PROVIDE COATING AS PER MANUFACTURER'S
RECOMMENDATIONS INCLUDING SSPC-SP10 SURFACE PREPARATION.
3102 FORMWORK AND SHORING: NO STRUCTURAL CONCRETE SHALL BE
STRIPPED UNTIL IT HAS REACHED AT LEAST TWO—THIRDS OF THE 28 DAY
DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL
FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS
SET FORTH IN ACI STANDARDS 347 AND 301,
3201 REINFORCING STEEL: SHALL BE ASTM A615 GRADE 60 DEFORMED BARS,
FREE FROM OIL, SCALE AP'D RUST AND PLACED IN ACCORDANCE WITH
THE TYPICAL RENDINCI DIA 31RAM AND PLACING DETAILS OF ACI
STANDARDS AND SP' IFICATIONS. SECURE APPROVAL OF SHOP
DRAWINGS PRIOR TO COMMENCING FABRICATION.
3302 CONCRETE: SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO
ACHIEVE A STRENGTH AT ;_8 DAYS AS LISTED BELOW WITH A PLASTIC
AND WORKABLE MIX
4000 psi FOR ALL STRUCTURAL CONCRETE,
CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI
STANDARDS AND SPECIFICATIONS.
SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB
TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED
BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET
THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE GRADE #57
MINIMUM. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF
ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC.
CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS
BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING
WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL
NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON
THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE
SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING
LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR
OF ANY NONCOMPLIANCE WITH THE ABOVE. ALL CONCRETE SHALL BE
WATER CURED FOR 7 DAYS AS PER ACI 308. CALCIUM CHLORIDES SHALL
NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE
APPROVAL OF THE ENGINEER,
ALL CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED,
STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318-89.
WATER/CEMENT RATIO FOR CONCRETE SHALL NOT EXCEED 0.45 BY
WEIGHT.
3601 CHEMICAL ANCHORS: SHALL BE AN EQUAL TWO PART EPDXY POLYMER
INJECTION SYSTEM, SUCH AS RAMSET "EPCON", RAWL "FOIL -FAST"
CARTRIDGE SYSTEM, DUR-O-WAL "DUR-O-PAIR" EPDXY ANCHOR, OR HILTI
HSE2411 EPDXY DOWELING SYSTEM, OR ENGINEER APPROVED
SUBSTITUTION, INSTALLED IN ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS. INSTALLERS SHALL BE TRAINED BY THE
MANUFACTURER'S REPRESENTATIVE.
5101 STRUCTURAL STEEL: SHALL CONFORM TO ASTM A-36 AND THE
"SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION, INC. ALL SHOP CONNECTIONS TO BE WELDED
(UTILIZING E70XX ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED,
UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS.
STRUCTURAL PIPE SHALL CONFORM TO ASTM A-53 GRADE B, TYPE E OR S,
Fy = 35 ksi.
FILTER FABRIC: SHALL BE "RIPRAP FILTER" CONFORMING TO SECTIONS 514 AND
985 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION, 1991 EDITION WITH 1994 AMENDMENTS
(HEREAFTER NOTED FDOT SPEC).
RUBBLE RIPRAP: SHALL CONFORM TO SECTION 530 OF THE FDOT SPEC
EXCEPT MINIMUM SPECIFIC GRAVITY SHALL BE 2.3. SPECIAL RUBBLE RIPRAP SHALL
CONFORM TO THE SAME SPECIFICATION EXCEPT THE MINIMUM STONE WEIGHT SHALL BE 60#,
MAXIMUM STONE WEIGHT SHALL BE 701 AND 50% OF THE STONE SHALL BE 300# MINIMUM:
POST SPACING AT C
5'-0" O.C. MAX:-
1 1/2" SCHEDULE 40 STEEL PIPE
HANDRAIL W/WELDED JOINTS
GROUND SMOOTH
"x1 /4" TOE PLATE
4C WELD TO EACH POST TOP OF
S/4"x 1 /4" BAR WELDED
TO BOTTOM OF BRACKET
CONCRETEN
P
1 f..
1 2110 BOLT _a
W/ NUT GALV.
-1 1/2" SCHEDULE 40 STEEL PIPE
i HANDRAIL W/WELDED JOINTS
GROUND SMOOTH
FLUSH TYPE SPLICE LOCKS
' ® HAND RAIL SPLICE LOCATIONS
N LIOCKE(APPRO)VD)GNER DOUBLE
f
HANDRAIL DETAIL.
SCALE: 1/2"= 1'-0"
NOTE: HOT DIPPED GALVANIZE AFTER FABRICATION OF ALL ITEMS.
1,> (TYP.)
EA. SIDE
1 /2" OM.B. (GALV.)
/ CHEMICAL ANCHORING
SYSTEM. EMBED 6"
INTO CONCRETE
TOP OF
SHEET PILING
r - 3-#5 Z-BAR TO
MATCH #5 W/ 24" LAP
3-#5 .
2-45 Z-BAR TO MATCH,`_
BOTTOM #5 W/ 24" LAP 1 }
�`�_2_#5
DETAIL 1
SCALE: 1/2"= 1'-1 5)
(ONLY LONGITUDINAL REINFORCING SHOWN)
3-#5
2-#5
2'-0" LAP
49, WITH 2'-0" z
lln o_ Un
2-#5
DE I AIL
SCALE: 1 /2"= 1 '-O"
;-STEEL SHEET PILING
(ARBED AZ13 SHOWN)
Tr_
8-#5
DETAL
SCALE: 1/2"= 1'-0"
�._...3" \-#3 TIE TYP.
2" TYPICAL BLOCKOUT FOR GATE INSTALLATION
#3 TIES @ 12"
F'!\FiT1AL PLAN SECTION GATESAT
JENK11•4S &
CHARLANE)
INvCORPORATErJ
Goan uN.3ng Enatnoom jo,� AMERICAN CONSULTING
PQ12381 Cleveland Avenue ENGINEERS COUNCIL
Suite 204
Fort Myers, FL 33907
(941) 939-1414 (941) 278-4289 FAX
FILE NO.: 98-B170
y "Title to all documents ,� ... � DRAWN V%
L
provided Ilto&t eMownerrsolelch bear the documents
copyright ��
- - ." - is vested solely in
MASTELLER & MOLER INC .1`1 DESIGNED
, �, These documents are
ly in
on with
�� this project- Any other use or c rreusetlof these
�i
Y _ :. _. � S documents or any reproduction, display, sole; or CHECKED EHj'/%
other disposition of these documents by anyone
CONSULTING ENGINEERS ^' IIn�'/(�CIj is expressly prohibited without consent of DATE p
oler & Moler, Inc. pursuant to the federal ,2/9CJ
Copyright .. .. ... opyright law.'
� SCALE AS NOTED
NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite B2 5211 Okeechobee Road,
Sebastian, Florida 32958 Ft:`c t t'
' Pierce, Florida 32947 y '� �o / n /� n J SHEET 5 of 7
Ph. (561) 589-4800 Ph. (561) 466-9200 °MF of P cA1a '' P t t) I (() I �) I I ( �) I
� �L N �J LJ L! �7 Ll �:J � LJ \.�:,_1 �:=J �.J �.J ��_ 1998, MASTELLER & MOILER, INC. EARL
I �J g
R E V I S' 1 0 N Fax (561) 589-2742 Fox (561) 466 9230 City of Sebastian, Florida EARL H . MASTELLER , P.E. F L # 2 6 6 5 8 DWG NO 9840