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6041613 �
STRUCTURAL NOTES
GENERAL
DESIGNED IN ACCORDANCE WITH THE 1985 EDITION OF THE STANDARD BUILDING
CODE WITH 1987 REVISIONS. CONSTRUCTION TO BE 1N ACCORDANCE WITH ALL
APPLICABLE LOCAL BUILDING REGULATIONS IN CONFORMANCE WITH THE
SPECIFICATIONS CONTAINED HEREON TH AWINGS AS PART OF THE
CONTRACT DOCUMENTS.
CONTRACTOR SHALL STRICTLY COMPLY WITH ALL WATER QUALITY
REQUIREMENTS AND REGULATORY CONSTRUCTION PERMITS AT THE TIME OF
CONSTRUCTION.
CONTRACTOR SHALL COORDINATE ALL UTILITY REQUIREMENTS TO PROPERLY
LOCATE CONDUIT/PIPE SUPPORTS, HANGERS, OPENINGS, BLOCKOUTS, ETC.
CONFLICTS AND/OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
THE ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOP DRAWINGS SHALL BE
SUBMITTED DETAILING THE UTILITY WORK FOR APPROVAL, PRIOR TO FABRICATION
OR CONSTRUCTION.
THE DRAWINGS SHOW SECTIONS AND DETAILS FOR SPECIFIC CONDITIONS. THE
SECTIONS AND DETAILS ARE TO APPLY AT OTHER SIMILAR CONDITIONS NOT
NECESSARILY SHOWN.
...
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CONTRACTOR SHALL PROVIDE SUFFICIENT AL SUPPORT TO THE PILES AND
SECTIONS OF INCOMPLETED STRUCTURE D ING THE CONSTRUCTION PERIOD.
CONTRACTOR SHALL NOT BE PERMITTED TO USE CONSTRUCTION EQUIPMENT ON
THE DECK, WHICH WOULD CAUSE OVERSTRESS OR OTHERWISE MAR, DEFACE OR
DAMAGE THE SURFACE OF DECK PLANKS DAMAGED DECK PLANKS SHALL BE
REPLACED AT THE DIRECTION OF THE ENGINEER.
COORDINATION
FOR SITE LOCATION AND DOCK LAYOUT CONTROL DATA REFER TO PLAN TITLED
"SUBMERGED LANDS SOUND CAUSEWAY ISLAND" PREPARED BY ADAMS-TODD INC. -
-� PROFESSIONAL LAND YORS HATED 2 2 39 JOB NO 87-276.
PRECAUTIONS
CONTRACTOR IS ADVISED OF A "CABLE CROSSING" LOCATED SOUTH OF THE
PROPOSED WEST DOCK. ANY DAMAGE CAUSED TO THE "CABLE CROSSING" AS A
RESULT OF CONSTRUCTION NEGLIGENCE SHALL BE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR,
VEGETATION, CONCRE kND STONE RI
AS SHOWN ON THE DRAWINGS AND AS
NEW WORK. CONTRACTOR SHALL
GRADING WORK PRIOR
LOW WATER LINE.
OFF ELEVATIONS AND PILE DRIVING CRITERIA AND REQUIREMENTS. FOUNDATION
INVESTIGATIONS TO DETERMINE THE SPECIFIC NATURE, MAKE-UP AND CHARACTER
OF THE BAY BOTTOM SHALL BE UNDERTAKEN AS REQUIRED BY THE CONTRACTOR
AND AS APPROVED BY THE ENGINEER. PILg E 19DMENTS SHOWN ON THE
DRAWINGS SHALL BE CONSIDERED MINIMUM. &E (NON -LOAD) PROGRAM
OF NOT LESS THAN 5 PILES PER DOCK PRIO RUCTION PILE DRIVING IS
RECOMMENDED. CONTRACTOR SHALL BE PA i`A NEGOTIATED UNIT PRICE, FOR
ADDITIONAL PILE LENGTH REQUIRED IN EXCESS OF 40 FEET FOR SUPPORT PILES
AND 45 FEET FOR FENDER PILES.
1. TIMBER PILING SHALL BE DRIVEN TO A MINIMUM 15 TONS BEARING CAPACITY 11
2. TIMBER PILING SHALL BE DRIVEN TO A MINIMUM 20 FEET BELOW BAY BOTTOM,
AND A MINIMUM OF 15 FEET INTO FIRM BEARING STRATA, WHICHEVER DEPTH
CONTROLS.
3. TIMBER PILE SPLICES SHALL NOT BE PERMITTED.
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ST. LUCIE COUNTY
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RECREATION & PARKS DEPT.
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COVER SHEET.
STRUCTURAL WEST DOCK"
PLAN PROFILE & D r,
TAIL
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5
STRUCTURAL NORTH DOCK
PLAN PROFILE & DETAIL
6
SECTIONS & DETAILS
7
UTILITIES WEST DOCK
PLAN PROFILE & DETAILS
S
UTILITIES NORTH DOCK
PLAN PROFILE & DETAILS
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UTILITY DETAILS / GENERAL
SPECIFIC IONS
JOB N01 4- 15 1 .0
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TICKET BLDG. CONNEC TO EXIST.16" 3
ST. LUCIE COUNTY
RECREATION & PARKS DEPT.
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777-7
CONCESSION/
TICKET BLDG
EXISTING
PARKING
-ST LUCIE COUNTY'`
HISTORICAL MUSED
1
SAFE UPLAND LINE
ORIGINAL MARCH
REVISIONS:
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LOCATED IN THE FIELD BY ST. LUCIE CO. RECREATION AN
PARKS DIRECTOR AND P.B.S.&J. ENGINEER
2. THE EXACT EASEMENT LEGAL DESCRIPTION 70RfH.EiDO KS'''ARE SHOWN IN SURVEY PLAN BY RICHARD A,URVEYOR,
(PH. NO. 335-9444), JOB NO. 87-276, LAST REVISION DATED
2/2/88. THE CONTRACTOR IS RESPONSIBLE FOR DOCK
CONSTRUCTION SURVEY STAKING IN ACCORDANCE WITH THIS
REFERENCED SURVEY PLAN.
HE WATER AND SEWAGE I SERVICE TO BE APPROVED BY FT. PIERCE
.; UTILITY AUTHORITY.
mM FOOT LIGHTING, FIRE HOSE CABINETS, ELECTRICAL
s;
PEDESTALS, AND HOSE BIBBS ARE NOT SHOWN ON THIS PLAN.
SEE SH. NO. 'S7, 8, & 9 FOR THE LOCATIONS AND DETAILS.
5. FIRE PROTECTION FACILITIES ARE TO BE IN ACCORDANCE
WITH NFPA AND ST. LUCIE CO. FIRE MARSHALL'S STANDARDS
AND REQUIREMENTS.
L PVC WATER MAINS AND FORCE ,MAINS 4" AND LARGER
SHALL BE AWWA C-900, DR18.
ALL PVC WATER MAINS 2" AND SMALLER SHALL BE SCH. 80
R POLYETHYLENE ASTM D2737, SDR 9, PE 3406.
" ALL GALVANIZED IRON PIPE (G.I.P.) 3" AND SMALLER
SHALL BE ASTM SPEC. A 120, SCH 40, W/SCREWED CONNECTIONS.
L WATER MAINS UNDER DOCKS SHALL BE GALVANIZED IRON
PIPE. WATER MAINS UNDERGROUND MAY BE PVC IN ACCORDANCE
WITH THE ABOVE MATERIALS.
9. EXACT LOCATION OF EXISTING W.M. IS UNKNOWN. CONTRACTOR
IS RESPONSIBLE FOR CONTACTING FT. PIERCE UTILITY
AUTHORITY (F.P.U.A.) PRIOR TO ANY W.M. CONSTRUCTION.
LL DOCK CONSTRUCTION TO BE IN ACCORDNCE WITH THESE
PLANS AND APPROVED PERMITS FROM D.E.R., A.C.O.E. AND
D.N.R. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE
AWARE OF THE PERMIT CONDITIONS.
11. ALL 3" PVC WATER MAIN TO BE CL-200, DR 2'
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PROPOSED WATER LINE
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EXIST. BOTTOM CONTOUR
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UH & JERNIGAN, INC.
CLIENT
PROJECT
S UTH CAUSEWAY
SLAND DOCKS
ORIGINAL MARCH, 1988 g
REVISIONS:
1 g
2 9
3 10
4 11
5 12
JOB NO.14 - 151.00
DRAWN- B. P
DESIGNED W.PP
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CONSTRUCTION SHEET -5/9
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REPRO PRODUCTS INC.
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TASK U TI L I T I ES ORIGINAL MARCH-1988 6—
REVISIONS:
WEST DOCK 1 8-
2 9
PLAN, PROFILE 8c DETAILS 3 10-
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JOB CONDITIONS MATERIALS
AT
THE SEQUENCE OF CONSTRUCTION, DEMOLITION, AND REMOVAL WORK SHALL: MISCELLANEOUS STEEL PLATES, SHAPES, BARS, FASTENERS AND CONNECTIONS .RECEPTACLE.:' I� "
COORDINATED WITH THE ENGINEER AND AN AGREED UPON SEQUENCE OF SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36, AND SHALL BE HOT -DIPPED
CONSTRUCTION SHALL BE ADHERED TO. `" GALVANIZED IN CONFORMANCE WITH ASTM A153 AFTER FABRICATION."
K
SCOPE OF WORK MACHINE BOLTS (AND CARRIAGE BOLTS) SHALL CONFORM TO ASTM A307. BOLTS - ��<,`r,+3s=-,r ,i• a€. �.' `' g
SHALL BE GALVANIZED AFTER FABRICATION. CARRIAGE BOLTS SHALL BE USED AT., � �. ' PHO/VE T V
ITEMS TO BE DEMOLISHED OR REMOVED SHALL INCLUDE, BUT NOT BE LIMITED TO, BERTHING LOCATIONS. THE FOLLOWING: O U TL E T.71S - IV
1. REMOVAL OF VEGETATION, SHRUBS, ROOTS AND/OR TREES. TO
"
NAILS SHALL BE GALVANIZED STEEL COMMON WIRE FOR EXTERIOR MARINE WORK.,- "
`
LAG SCREWS SHALL CONFORM TO THE REQUIREMENTS OF THE "NATIONAL DESIGN
2. REMOVAL OF CONCRETE AND STONE RUBBLE. SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" OF NATIONAL
FOREST PRODUCTS ASSOCIATION AND SHALL -BE GALVANIZED.
3. REMOVAL OF CONCRETE WALKWAY (OR PORTIONS THEREOF).40
CLEATS (15-INCH) SHALL BE ALMAG ALUMINUM AS MANUFACTURED BY S. KIND�.eris
4. REMOVAL OF MI LANEOUS ITEMS AS DIRECTED. FULTON OF FORT LAUDERDALE, FLORIDA OR EQUAL. CLEAT FASTENERS SHALL BE3sY I .h:'
OF STAINLESS STEEL AS. RECOMMENDED BY THE MANUFACTURER (MINIMUM BOLT'x' " '
ALL DEMOLISHED MAry DIAMETER NOT LESS THAN 1/2 INCH). IALS, RUBBLE REMOVED ITEMS SHALL BE REMOVED
FROM THE T SI E AND P S O ED OF BY CONT RACTOR AS SO
ON AS POSSIBLE
AFTER REMOVAL OR TION SU - TERIALS WILL NOT 8E_ALLOWED TO DOCK LADDERS SHALL BE HEAVY DUTY CONSTRUCTION, SALTWATER RESISTANT
ACCUMULATE ON SIT s f r ,sg,�' x a�.„ wr :'•x ?.,ALUMINUM ALLOY 6063, HELIARC WELDED, CONSTRUCTED OF 1 7/8-INCH OUTSIDE TKEATED T/MBE
n TDIAMETER PIPE WITH SERRATED STEPS. THE LADDER SHALL BE APPROXIMATELX
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GRADING ' ; , ^ °� ,� ?'�q"r ,,-¢y x, "�;,a � ,` . ,.q 10-FEET IN LENGTH WITH 8 STEPS AND SHALL BE ANCHORED WITH
STAINLESS STEFE 1LDER A// ING
ANCHORS. "
CONTRACT
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TRANSITOMD"GRADE POT STANOT PWOITH ETHEADNEW NEOPRENE PADS SHALL HE SINGLE -PIECE CONSTRUCTION OF THE THICKNESS ` '' x�," '�+ `•.-• aa.
CONSTRUC CLE MATERIAL AS AP 'BY THE ENGINEER SHALL BE SHOWN' ON THE DRAWINGS WITH A 50 DUROMETER HARDNESS. $
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PROVIDED rSHEARED y a•.? s E ACTOR A '.TR E ., S REQUIRED TO REGRADE EMBANKMENTS,U AND HOLES SHALL BE PUNCHED. � `s��'�'rr�'': ax �} U � _ _
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SLOPES, ET N MITSSKOWN ON THE DRAWINGS. .,< •^''^'
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---I 1 11,.,,M1 „ . .i :!RUBBER FENDERS SHALL BE MANUFACTURED OF 5611 BUTYL COMPOUND :.'k::'r,
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CLEANUP x ti ^�,,?3a ; r `•' }}�� r' t.' CONFORMING TO TYPE D' FENDERS WITH TAPERED SIDES AS, MANUFACTURED BY
/1 /� //�� ^rw' t Aiwa + ,hv -_ UNIROYAL, INC. OF M[SHAWAKA,IND. OR EQUAL. DIMENSIONS OF THE FENDER$ TYPIC ELECTRICAL POWER PEDESTAL
SITE, INCLUDING THE HARBOR BOT10M, SHALL 81 P1' IN A C CONDITION ' ';.SHALL BE AS SHOWN ON THE DRAWINGS. , �., _ -
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SATISFACTORY TO THE ENGINEER, FREE FROM HED M RU ._ ;. ,.; ,.. �r�^... ."
OR DEBRIS. ,., ,r' ' ' - ,)xa y_= ;y,:''" �r.+'TIMBER FENDER PILES SHALL BE CAPPED WITH SHEET (20 GA.) COPPER AS SHOWN N.T.S.,:3N.,
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ON THE DRAWINGS. COPPER NAILS SHALL BE USED IN FASTENING THE CAP TO THE c i', $ "' •'_` ';.� �+"s"'`'{"""
THE CONTRACTOR SHALL 'PILE. THE "� "I
CAP SHALL $ sHND MINIMUM 4 INCHES DOWN THE SIDES OF THE PILESALL RESTORE i'i'EMS INTENDED TO REMAIN TItAT HAYS BEEN DAMAGED BY DEMOLITION, OR CONSTRUCTION WORK. - AND NAILED ON THE SI `.NO NAILS SHALL BE DRIVEN IN THE TOP F THE SHEETLillCOPPER CAP. O rr„v, o-'ac;
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INSTALLATION '�� r� .: i:,.*', f , , .. ,.. � `:. , . , .. , ,.; � ,e� ,, �,.., a , I ._�'{ .,,ws: . t. ."� �,.: I=.a• ....,. - A"? f ,�" �e:r �E�c ., W�'`�. , ':"Wt,r .. x ..
CARPENTRY ° `PICAL HOSE BIBB DES
ALL WORK SHALL BE ERECTED LEVEL, AND/OR PLUMB AND SHALL MEET REQUIRE
STANDARDS HEIGHTS, LAYOUT AND DETAILS PRECISELY. ALL WORK SHALL BE WELL NAILED OR NTS i
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BOLTED AND ADEQUATELY BRACED. ALL WORK SHALL BE EXECUTED IN `„ h�y*#
1. LUMBER TO CONFORM TO AMERICAN LUMBER STANDARDS' PROUCT ACCORDANCE WITH THE BEST PRACTICES OF THE TRADE, BY MEN SKILLED IN THE,.,,., ry.
STANDARD PS 20-70. GRADED BY RULES OF MANUFACTURER'S ASSOCIATION I ,„zlk w ,, I k"4,a rxs,; a,. �) ,� ar �' „,,., • xm� r, wz r ,"..x�';,_
ACCORDANCE WITH THE PROVISIONS OF TH , `� , �•^� �4"... �.
CRAFT. NAILING SHALL BE IN ACCORDAN ONE PIECE h`[ (/ n . -`^ '`"
UNDER WHOSE RULES LUMBER IS PRODUCED. EVIDENCE OF GRADE AND MILL STANAARD BUILDING CODE. ` PACKAGE S WAG
MARKED ON EACH PIECE. _ +_ 'R' s L:. „ a... m i �. „. �. e to 'S *'F�-, ,y. .; , .,r. ufx % ° Ir, -
r //oU5/NG WIT,// FROSTED UMP OUT STAT/O/V
2. NATIONAL FOREST PRODUCTS ASSOCIATION I^4a`' ;, f�m ^' , ''/ ,-
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W/ r H ELECTK/CAL PANEL
r� GLASS, FULLY GASKETEO,
0 oLETE
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,:.tr. ' .qF. ;'•, �'.+s `;•`' ^' `, '°`: ' '' x r .kf 'A'. " r+ Pr„ + "r' -- -! �' . / g 7/g� TO/O50' SUC, -/A/F-513. SOUTHERN PINE ASSOCIATION. /00 h/ZO V, K/M L /Gf/T//VG NOV N ` 309/ /V D P AP/�,POVEO E U/! wATEP P/NSE SYS TEM EYPL O510AI
4. WESTERN WOOD PRODUCTS ASSOCIATION. MATERIALS .k, ' ,..+- ,� r. f .,.."`.;<,..5&s,.t`E "a'°t= / .1 Q L . '
"� �' � � " � MO TO,Z KE YKO PUMP-,4 -HER,
5. AMERICAN PLYWOOD ASSOCIATION. OALL MATERIALS, F THE STANDARD BUILDING CODE.
AND
PRACTICES SHALL MEET ALL REQUIREMENTS ( '.. OK APP,QOVGED EQUlIG
MOISTURE CONTENT. MOISTURE CONTENT OF LUMBER SHALL BE MAINTAINED' j:F: `*"`,:'' "' r ': " `+"°""`""' �' ''' „ r, ._`'+ -'' e"f:' ':""xa3'
WITHIN THE REQUIREMENTS OF THE ASSOCIATION UNDER WHOSE GRADING RULES ROUND TIMBER MARINE PILING SHALL CONFORM TO ASTM DESIGNATION D25 AN
IT IS PRODUCED. TO THE MARINE PILE REQUIREMENTS OF AWPA C3. PILES.SHALL. BE OF SOUTHER
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DE I $.A HANDLING OF 2.5 POUNDS PINE AND APER CUBIC FOOTTED WITH MATED COPPER ARSENATE CCA TO A RETENTIOL�
� .�„ ,;:r.. `.tr,'.�.. p. '.-; / n ,.,, I :a`sz-� ,.:' .,.°a:• ,.. '�xYr ,. ,,. T` �'' NOW
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LU $RIALS SPECIFIED HEREIN SHALL BE DELIVERED, STORED TREATED PILES SHALL HAVE A TIP CIRGUMFE 1;NCE OFNOT LESS TH N 89 ITICr. '` :�; � +;-
AND ` $VENT DAMAGE. LUMBER SHALL BE PLACED UNDER COVER NOR MORE THAN 31 INCHES. �- ,x'�s
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AND OFi�'., 'SUCH MANNER AS TO INSURE PROPER DRAINAGE, VENT[LA- - " - • - � s }.
TION AND P -N FROM THE WEATHER. A STATEMENT AS TO QUALITY CONTROL ASSURANCE AND CERTIFICATION O
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��„ .,• COMPLIANCE WITH THESE SPECIFICATIONS SHALL BE REQUIRED OP TKE PILING; '�` r'"r ��:• ' )'. , �* "�� .!.; ._ �� - ' -- �'*� ': '� �'`'�'.".� '
MATERIALS SUPPLIER PRIOR TO ACCEPTANCE OF THE MATERIAL. a , . h :` ' „ c `,
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.. m„ I. EACH PIECE OF PRESSURE -TREATED TIMBER SHALL BEAR A BRAND CON- CUTS OR BREAKS IN THE SURFACE OF THE TREATED PILES SHA � HREE ,.° ' (q/E,QT,L,/E',Q
FORMING TO THE STANDARDS OF AWPA CIS. TIMBER SHALL BE PRESSURE BRUSH COATS OF CCA PRESERVATIVE OIL AND PRESERVA L BE TYPICAL, FOOT LIGHTING DETAIL F/BERGLA55 '`
TREATED WITH CHROMATED COPPER ARSENATE (CCA).WITH A MINIMUM FORCED INTO ALL BOLT HOLES. AFTER CUTOFF, TOPS O!f`'• L BE
RETENTION IN POUNDS PER CUBIC FOOT AS FOLLOWS: TREATED IN ACCORDANCE WITH AWPA STANDARD M4 BEFORE THE +; ENCLOSURE ,
COPPER CAP. ""° ` r N T S
o PILING = 2.50 1' „ 260 f /b9'
o STRINGERS, BLOCKING = 2.50 DRIVING EQUIPMENT y _
o DECKING, POSTS, RAILINGS = 0.40
HAMMERS SHALL HAVE A DELIVERED ENERGY SUITABLE FOR THE TOTAL DRIVING PILES
2. ALL TIMBER SHALL BE DENSE SELECT STRUCTURAL, NO., I'=`+� HT OF THE PILE, THE CHARACTER OF SUBSURFACE MATERIAL TO BE *-`�j•~'"�.' ,,.TTk�;* Ilr`e.'@.'�",.a;.a. '
YELLOW PINE OR BETTER HAVING THE FOLLOWING PROP #COUNTERED, AND THE PILE CAPACITY TO BE DE LOPED. THE DRIVING ENERGY I. MINIMUM LENGTH: ALL PILES SHALL BE DRIVEN TO OR BELOW THE
R:. OF THE HAMMER SHALL BE NOT LESS THAN 7,SXOR MORE THAN 0,000 FOOT- PENETRATION DEPT SHOWN ON THE DRAWINGS. '
Pp = 1,750 psi (EXTREME FIBER BENDING/SINGLE M R) ' z.
Ft = 1,000 psi (TENSION PARALLEL TO GRAIN) POUNDS. 2. MINIMUM PENETRAI ON RESISTANCE: PILES SHALL BE DRIVEN BEYOND THE
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F = 90 psi (HORIZONTAL SHEAR SUBMITTALS
v p ) 7, y, °� T"'l' ' ^, t`., , MINIMUM LENGTH U TIL BLOW COUNT AS INDIICATED BY STANDARD BUILDING
E = 1,800,000 psi (MODULUS OF ELASTICITY) - CODE SECTION 1304 HAS BEEN ACHIEVED. MINIMUM PILE LOADS SHALL BE .T;, ..; �x Z'_ 9"
A COMPLETE DESCRIPTION OF THE PILING, THE HAMMER, THE DRIVING CAP AND AS SHOWN ON THE D AWINGS.
EXECUTION OTHER DRIVING EQUIPMENT SHALL BE ED TO THE R FOR REVIEW.
I
NO PILING SHALL BE DRIVEN UNTIL SSION HREVIEWED AND N 3. MODIFICATION OF M IMUM BLOW COUNT WILL BE MADE BY THE ENGINEER:
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1. ALL WORK SHALL BE ERECTED LEVEL, AND/OR PLUMB AND SHALL MEET APPROVED. ;�, a q,.s d;;., IN HIS JUDGMENT SU H MODIFICATION IS JUSTIFIED. •,
REQUIRED HEIGHTS, LAYOUT AND DETAILS PRECISELY. ALL WORK SHALL BE
WELL NAILED OR BOLTED AND ADEQUATELY BRACED. ALL WORK SHALL BE PILE DRIVING RECORDS 4. JETTING OF PILES SH kLL NOT BE USED UNLESS APPROVED BY THE ENGINEER.'
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EXECUTED IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADE, BY OBSTRUCTIONS: WH RE OBSTRUCTIONS PREVENT DRIVING, THE CONTRACTOR
MEN SKILLED IN THE CRAFT. NAILING SHALL BE IN ACCORDANCE WITH THE THE CONTRACTOR SHALL MAINTAIN A COMPLETE DRIVING RECORD OF EACH PILE S.
PROVISIONS OF THE SOUTH FLORIDA. BUILDING CODE. INSTALLED. THE RECORD SHALL GIVE THE NUMBER OF THE PILE, DATE OF SHALL RESORT TO A L USUAL :METHODS, INCLUDING SPUDDING, JETTING, OR
DRIVING, LENGTH, CUTOFF ELEVATION, TIP ELEVATION, NUMBER OF BLOWS PER OTHER FEASIBLE ME NS. IF THE ENGINEER ORDERS ADDITIONAL PILE DUE TO
TYPICAL S PUMP -OUT S ATION DETAIL
2. TIMBER SHALL BE SUBDRILLED FOR NAILS WHERE NECESSARY TO AVOID INCH OF DRIVING FOR EACH FOOT OF DRIVING AND ALL OTHER PERTINENT DATA OBSTRUCTIONS, THE ONTRACTOR WILL BE PAID FOR THE (TEM. -
SPLITTING. RELATIVE TO THE PILE DRIVING. NOTES SHALL BE ENTERED ON THE PILE DRIVING
RECORDS IF THE HAMSTER AT ANY TIME IS NOT OPERATING AT ITS FULL RATED 6• SAW, OR OTHER CUTTING PILES: C TTING OF PILES SHALL. BE WITH PNEUMATIC TOOLS,
_'
SAWING. ^-• " 3. BOLT HOLES SHALL BE DRILLED 1/32-INCH LARGER THAN BOLT DIAMETER. SPEED AND ENERGY. RECORDS SHALL BE TO THE ENGINEER. PROVED METHODS.
SQUARE PLATE OR MALLEABLE IRON WASHERS SHALL BE USED UNDER HEADS
TEST PILES 7. PROTECTION OF PIL S: CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE
AND NUT WHERE THEY BEAR AGAINST WOOD. EXPOSED BOLTS SHALL BE RETIGHTENED IMMEDIATELY PRIOR TO FINAL INSPECTION. PILES IN HANDLING ILES, IN PLACING THE PILES IN THE LEADS AND DURING WATER MAIN -TESTING
PRIOR TO BEGINNING REGULAR DRIVING, THE CONTRACTOR SHALL DRIVE TEST THE PILE DRIVING OF ZRATIONS. THE TOP 0 THE PILES LL BE SQUARED TO � I'
4. TIMBER SHALL BE SUBDRILLED FOR LAG SCREWS AND SCREWS SHALL BE PILES TO DETERMIN NGTHS FOR THE PRODUCTION PILES. TEST PILES MAY BE THE LONGITUDINAL. XESOFTHE PIL
USED AS PER;MANE ES PROVIDED THEY MEET THEIR REQUIREMENTS AND ARE -- _-^^ PRESSURE AND iF.AKAGE TESTS THE HYDROSTA7IC
RETIGHTENED AND SQUARE PLATE OR MALLEABLE IRON WASHERS SHALL BE PROPERLY LOCATE Q 8. TOLERANCES IN DRI NG: TOP OF THE PIL Al ELEVATION OF CUTOFF SHALL H LL M WIN i N 13 OF AWWA S flN
PLACED UNDER LAG SCREW HEADS WHEN THEY BEAR ON WOOD. ' 'a -- BE WITHIN 3-INCHES F THE LOCATION INDICATED FOR ALL PILES. ALL PILES THAT THE CONTRACTOR SHALL FURNISH ALL GA' Mp
° SHALL BE PLUMB TO ITHIN L/4-INCH PER FOOT OF LENGTH. MANIPULATION ALL OTHER EQUIPMENT NECESSARY TO PERFORM TOE TES THE C L
5 TIMBER DECKING SHALL BE PLACED "BARKSIDE" FACE UP, AND SHALL BE CUT z' S
3 ATED LENGTH t� Is 0 ' rw �` +' OF PILES TO FORCE THEM INTO POSITION WILL NOT BE PERMITTED. PILES PROVIDE All TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN": D
IN CONTINUOUS LENGTHS. SPACING BETWEEN DECK BOARDS SHALL BE 1/4 I, _ a *T�*, '' 1~'
E
WILL HE CHECKED R HEAVE. PILES FOUND TO HAVE HEAVED SHALL HE TAEST PRESSURE AND PROVIDE ALL CONNECTIONS NECESSARY TO BLEED CH
INCH EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS. TIMBER DECK REDRIVEN TO THE R QUIRED POINT ELEVATION. PILES DAMAGED OR DRIVEN DEAD END CONDITION. ALL WATER USED IN TESTING AND FLUSHING - 'BE
AND HANDRAIL SHALL M FREE E SPLINTERS, WARPAGE, BOW, ETC. AND ATED LENGTHS OF 'F PIL TYPES OF PILES DI SHOWN ON THE OUTSIDE THE ABOVE. OLERANCE SHALL BE REPLACED OR ADDITIONAL PILES FURNISHED BY THE CONTRACTOR. ING;, AND THESE LING F PILES MAY VARY DEPENDING UPON BOTTOM SHALL BE PLANED TO A SMOOTH EVEN FINISHED SURFACE. ITIONS. AFTER TEST PILES ARE DRIVEN, THE CONTRACTOR SHALL DRIVEN AT LOCATIO S SPECIFIED BY THE ENGINEER AT NO EXPENSE TO THE I
u OWNER. THE PRESSURE REQUIRED FOR HYDROSTATIC LEAKAGE TESTS SHALL BE 200
6. TIMBER PILE CAPS AND STRINGERS SHALL BE ROUGH SAW, ,,P=`�b*! hA AMINE THE REQUIRED LENGTHS FOR ALL TYPES OF PILES AND PLACE ORDERS A PERIOD OF NOT LESS THAN 2 HOURS UNLESS I7 BECOMES APPARE T.
a1 E`,' ME. THE NUMBER AND LOCATIO ,' OF TEST PILES SHALL BE THE LEAKAGE IS SUBSTANTIALLY LESS THAN THE AMOUNT ALLOWABLE.
PROTECTION ,»�,»" ;"�, OR'S RESPONSIBILITY; HOWEVER, LENGTHS SHALL BE ADEQUATE TO 8• INTERRUPTED DRIVING; PILING SHALL BE DRIVEN WITHOUT INTERRUPTION '
' E REQUIRED PENETRATION AND .NG CAPACITY AS SHOW N THE FOR AT LEAST THE 5-FEET. MILE PIPE HE EXCEED
OF WATER GALLO# REQUIRED TO MAINTAPER 24 HOURS IN INCH
T
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<... RAWINGS. -
.; 10, SPLICES: PILE SPLICE;SHALL NOT HE PERMITTED.
CUT OR SAW CES E TREATED MEMBERS ALL RECEIVE IS THE MEASUREF THE LEAKAGE. O '.
TWO COATSE P HD IN THE ORIGINAL T MENT.
PREPUNCHED HOLES DISINFECTION ALL PIPE LINES SHALL BE DISI OROAM
11. TIMBER PILE HEADS: IF BROONIING OR SPLITTING OCCURS IN TIMBER PILES, .TS
' WW 1. THE CONTRACTOR SHALL MA
SUCH PILES SHALL BE CUT BACK TO SOLID WOOD BEFORE THE FINAL WITH THE C ALTH DEPARTMENT OR 0, TjiESE
- - "�':' " •"•""" P' PILES MAY BE SET IN HOLES THAT HAVE BEEN PREPi,{}1 ,EI ,
BOTTOM WITH THE APPROVAL OF THE ENGINEER. `�k ,, a It RESISTANCE TO PEN RATIONS IS MEASURED. EXAMINATION OF WATER FROM DISIN S L"
411,�y... SHALL BE E : COMPLIANCE WITH AR �f 'OF
.... ..... .::.. , ..,.... _ .a. .:. ENVIRONMENTA '^.AND/OR THE ST, z;
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4Q , ,- ':• REQUIREMENTS. AT[ONS BE FO - LL ,rY
A", � BE FLUSHED AGAIN. THE ,.. ..
_;'• �,-"^.r;,:a AND OISINFECTINfi BHAEL'. NISHED BY THE CONTWICTO.•. I •
POST, BUCKLEY, SCHUH S.IERNIGAN, INC.
REPRO PRODUCTS INC.
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WIT!/ C/KCU/T B.C'EAAE.
AUTO. TIMER FO.e
L/GMTING OPEPAT/ON
TYPICAL POLE LIGHTING DETAIL
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DRAWN G.J.Q
DESIGNED R•B• # '
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