HomeMy WebLinkAbout121 Pawkannawkut Drive Site Plan�I
ANY VOID CREATED AT THE TERMINUS OF THE
WALL (BOTH ENDS) SHALL BE FILLED BY UTILIZING '
3'X8• WOOD SHEATHING TO ELIMINATE END ASSESSOR'S MAP 25 PARCEL 30
SCOURING. ENGINEER TO BE CONTACTED AT TIME X 6.2 /�
OF INSTALLATION TO FIELD VERIFY DIMENSIONS / NI/,
AND DESIGN FOR TERMINUS / LEE H LASHWAY
X 5.3 1 RFD 94 AUDUBON RD LEEDS, MA 01053 '
5.3 4.4
PROPER 7.1'
N UNE
\ 6.1 ppPROX1MAIE i
NG TRAIL ► { \� 7.2
1\ 1 5.6
•����'� 1 / { 6.6 6.8 X 7.0
PROPOSED 15' / ► ' / j
{ -2.o RETURN3.0 / { 6.9 X / ASSESSOR'S MAP 25 PARCEL 29
To {13E REMOVED 1 { /f N/F
PIER
{ SAND R OCED IN KIN' X 6
m 1 / BEVERLY B GROG TR
{ 6 N 1 i .4 i THE BEVERLY B GROG REV TRUST
2008 29 BOXWOOD DR
EAST GREENWICH,, RI 02818
\\ { % 1 X.3
A.H.T. (EL 21) FORCED 1{
M.H.W. (EL 1.8) FORCED i i ~ LAWN i '
M.L.W. (EL -1.1) FOR DECK
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11 -1.7 5.7 5.4 X 5.8 ryd
59 {I $o
s I E/,&I X 6.8
� 1
X / I
I �I 1
91 PARKER'S RIVER j 1 X 4.6 I 6.9 x 7.21 1
{ 1 1
[EDA^ I (SEE DETAIL) ' X 6.0- { 6.8 j 1 _ - goo
4'� r �' { 1 3D t HELICAL �� - - - �
1 I X 1 �•
I ! � { 6.8 1 •
Z o �0,00
LIMIT OF WORK --,,,".,I X 5.9 / { _ ► : X 7.4
EXISTING SPLIT RAIL
1 { \\ I FENCE TO BE PARTIALLY -
I X 4.4 REMOVED AND REPLACED OAS ASSESSOR'S MAP 25 PARCEL 28
AS NECESSlaY' aOPPg N/F
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C. THE TIMBER CONSTRUCTION MANUAL, 4TH EDITION," AMERICAN FOREST & PAPER ASSOCIATION.
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GENERAL NOTES
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COASTAL
2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL BUILDINGS AND ADJACENT PROPERTY AS
t� ✓ 5
PROJECT CONDITIONS REQUIRE.
1. ALL STRUCTURAL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS -
3. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, TESTS, AN
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.NGINEERING
ENGINEERING
REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED IN SECTION M OF THE MHD STANDARD SPECIFICATIONS.
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A. MASSACHUSETTS HIGHWAY DEPT STANDARD SPECIFICATIONS, AND ALL OTHER AGENCIES HAVING JURISDICTION.
'! is
COMPANY,
5. THE PURPOSE OF THIS PROJECT IS TO RECONSTRUCT AN EXISTING FAILED TIMBER BULKHEAD.
KEY MAP YARMOUTH, MA
{y INC.
B. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.
`, `° _
260 Cranberry Hwy. Orleans, MA 02653
7. SUPPLY MALLY ERLAL, EQUIPMENT AND LABOR TO INSTALL THE PROPOSED WORK ALONG THE SHOREFRONT RS DESCRIBED AND SHOWN ON THE
IOCI)S
508.255.6511 Fax: 508.255.6700
C. THE TIMBER CONSTRUCTION MANUAL, 4TH EDITION," AMERICAN FOREST & PAPER ASSOCIATION.
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D. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION.
TIDE I:N
2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL BUILDINGS AND ADJACENT PROPERTY AS
20 KIP ULTIMATE HELIX STRENGTH PER ANCHOR
PROJECT CONDITIONS REQUIRE.
SWORDFISH DR
3. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, TESTS, AN
/
REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED IN SECTION M OF THE MHD STANDARD SPECIFICATIONS.
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4. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF THE EXISTING BULKHEAD MATERIAL
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SOUND
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5. THE PURPOSE OF THIS PROJECT IS TO RECONSTRUCT AN EXISTING FAILED TIMBER BULKHEAD.
KEY MAP YARMOUTH, MA
6. THE EXISTING TIMBER BULKHEAD IS PERMITTED UNDER CHAPTER 91 WATERWAYS LICENSE (#1295) FROM THE DEPARTMENT OF PUBLIC
NO SCALE
WORKS. THE BULKHEAD WILL BE RECONSTRUCTED IN THE EXISTING FOOTPRINT.
3. ALL HTA TIE -BACKS SHALL BE INSTALLED BY TRAINED AND EXPERIENCED INSTALLATION CONTRACTORS WHO, UPON REQUEST, SHALL SUBMIT EVIDENCE OF SUCCESSFUL INSTALLATION OF
7. SUPPLY MALLY ERLAL, EQUIPMENT AND LABOR TO INSTALL THE PROPOSED WORK ALONG THE SHOREFRONT RS DESCRIBED AND SHOWN ON THE
1�'
PLAIN AND DETAILS.
PLAN REFERENCES:
8. PERFORMANCE OF THE WORK SHALL BE IN COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND ORDER OF CONDITIONS ISSUED BY THE
ASSESSORS MAP 25, PARCEL 29
YARMOUTH CONSERVATION COMMISSION FOR THE REFERENCED PROJECT AND AS DESCRIBED BELOW.
4. ANCHORAGE INSTALLATION MACHINERY, TOOLING, HARDWARE AND EQUIPMENT SHALL BE
9. ACCESS TO BE FROM THE UPLAND OF THE APPLICANT'S PROPERLY. STAGING AREA FOR MATERIALS TO BE IN DRIVEWAY.
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10. METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION.
FLOOD NOTE.
G:
11. SHEETING MATERIAL SHALL BE SHOREGUARD CL -9900. MINIMUM SHEETING LENGTH SHALL BE 16'.
FLOOD ZONE V15 (EL 13) AND ZONE Al2 (EL 12)
3 X 5.9 j
AS SHOWN ON FEMA FIRM PANEL #250015 0006 D
12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING CONSTRUCTION DETAILS FOR APPROVAL BY ENGINEER PRIOR TO CONSTRUCTION.
REVISED JULY 2, 1992
13. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDITIONS.
BUILDING OFFICIAL 0
-ry
DA !VM NO:
14. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
ELEVATIONS SHOWN HEREON ARE BASED
15. NO CHANGES TO TIE BACK ANCHORS OR MATERIAL SPECIFICATIONS PERMITTED WITHOUT PRIOR APPROVIL BY THE ENGINEER IN WRITING
ON THE NATIONAL GEODETIC VERTICAL
PRIOR TO IMPLEMENTATION.
DATUM 1929 (NGVD 1929)
WOOD FRAMING NOTES
1. THE WOOD LUMBER USED FOR ANCHOR WALES SHALL BE OF THE FOLLOWING MIN. GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER
SHALL BE GRADE STAMPED BY A RECOGNIZED
i GRADING AGENCY AND SHALL BE KILN DRY : GREENHEART 12% MOISTURE CONTENT, WITH A MIN. ALLOWABLE BENDING STRESS FB=12,510psi AND
MIN. MODULUS OF ELASTICITY E=3.25 X
10"6psi
2. LUMBER WHICH IS SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE, UNLESS OTHERWISE APPROVED IN WRITING
BY THE ENGINEER.
{ PROPOSED 15'\ • - ...�........� ...- v. , v. . u • yr yr v L r r i i �� ,.�, .
! RETURN / BONNIE JEAN BROWNING
{ 6' �'� / P 0 BOX 974 1. HTA SHALL BE TYPE SS -150 SOLID SQUARE SECTION AS MANUFACTURED BY THE A.B. CHANCE CO., OR EQUAL, NTH THE FOLLOWING MINIMUM DIMENSIONS:
S YARMOUTH, MA 02664
80--12" DIAMETER TRIPLE HELIX LEAD SECTION
56 5.2 \ / r' PLAN 30'10"-0" OVERALL ANCHOR LENGTH
1 { - • X \ / 15 DEG LE
BENCHMARK:
COR. WOOD PIER
5.60 (N.G.V.D.)
3/4• H.D.G. THRU
BOLT 0 Y O.C.
SHOREGUARD CL -9900 VINYL FOR ANCHOR
SHEETING, 16 FEET LONG WALES
9.
0.2X I 5.3
' 1.3 3.1
r- 2'1 O.0
HELICAL TIEBACK ANCHOR (HTA) AT 9'-V
O.G SS -5 SOLID SQUARE SHAFT LEAD
SECTION W/ 8-10-12 HELIX CONFIGURATION.
INSTALL AT 15' DOWN ANGLE MINIMUM
LENGTH OF 30' TO ULTIMATE CAPACITY OF
20 KIPS W/ MAINTAINING 10 KIP WORKING
LOAD e
9' O.C.
NOT TO SCALE
{ 5. ANCHORAGE INSTALLATION PROCEDURE AND ANCHOR TESTING PROCEDURE SHALL BE IN ACCORDANCE 4NH THE MANUFACTURER'S SPECIFICATIONS.
j ! 6. THE CONTRACTOR SHALL MAINTAIN COMPLETE INSTALLATION RECORDS DURING THE ENTIRE DRIVING OPLRATION. INSTALLATION RECORDS INDICATING HELICAL PIER TYPE, LOCATION, EMBEDMENT
AND TORQUE VS. DEPTH DATA SHALL BE SUBMITTED FOR EACH INSTALLATION. HTA'S WHICH DO NOT INCLUDED A COMPLETE WRITTEN LOG WITH LOCATION PLAN SHALL BE IMMEDIATELY REJECTED
AND REQUIRE TO BE RE -DRIVEN OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. THE CONTRACTOR SHALL SUBMIT 3 COPIES OF THE COMPLETE WRITTEN DRIVING LOG TO THE
ENGINEER, NO EXCEPTIONS.
7. ALL HELICAL PILE LEAD SECTIONS, EXTENSION SHAFTS, AND PLATE MATERIALS SHALL BE NEW STEEL SECTIONS, HOT -DIP GALVANIZED AFTER FABRICATION TO CONFORM TO ASTM A123. ALL
EXISTING wool BULKHEAD STEEL HARDWARE SHALL BE HOT -DIP GALVANIZED TO CONFORM TO ASTM A153. SUBMIT MATERIAL DATA SHEETS TO THE ENGINEER FOR APPROVAL
TO BE REMOVED
PROPOSED BULKHEAD TO BE CONSTRUCTER IN SAME FOOTPRINT
PROPOSED SHOREGUARD 8• MINIMUM YIELD STRENGTH OF HELICAL SHAFT STEEL TUBES SHALL BE 90 KSI. SUBMIT MATERIAL DATA SHEETS TO THE ENGINEER FOR APPROVAL
VINYL OR WOOD CAP EXISTING LANDSCAPEPROPOSED (2) 6xs TIMBER EDGING
9. MINIMUM YIELD STRENGTH OF HELICAL PLATE STEEL SHALL BE 80 KSI. SUBMIT MATERIAL DATA SHEETS TO THE ENGINEER FOR APPROVAL
GREENHEART ANCHOR TOP OF PROPOSED WALL I (TD BE EDGING AND EXISTING GRADE �
WALES ELEV. = 6'-0• REPLACED AS NECESSARY) MISC. SEL ND I'JCS
/PROPOSED P.T. 25' MAX , / 1. STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS:
/ (2) 3•x 8• BACK WALES 'G x bk Pcv jiy, A��°a /
(2) 6x6 GREENHEART ANCHOR WALES WITH f 3X P.T. 310, `y // 30' MIN. EMBEDMENT ASTM A36 ALL ANGLES, CHANNELS, STEEL PLATE AND MISC. FRAMING MEMBERS,
12•X12•X3/4• HOT DIPPED GAL VA WALES / REQUIRED TO BE BEYOND HOT DIPPED GALV. UNLESS OTHERWISE NOTED (MINIMUM YIELD STRENGTH FY=45,000 PSI).
STEEL SPREAD PLATE WITH/ ACTIVE ZONE OF FAILURE
NUT
BEVELED WASHER AND HEX NUT ASTM A307 OR A7 ALL BOLTS USED FOR CONNECTING WOOD TO WOOD MEMBERS.
-' �� ,- . /
A.H.T. EL=28' 15• HOT DIPPED GALV.
EXCAVATE FOR 2. ALL STEEL FASTENERS SHALL BE HOT -DIP GALVANIZED TO CONFORM TO ASTM A 153.
M.H.W. EL=23' CONSTRUCTION /
_-- / 3. IF OPTIONAL STAINLESS STEEL SECTIONS ARE USED IN LIEU OF HOT -DIP GALVANIZED STEEL, STEEL SHALL BE AISI 304 OR 316.
HELICAL TIEBACK ANCHOR (HTA) AT W -V O.C.
SS -150 SOLID SIXDARE SHAFT LEAD SECTION W/ 12% 12• x -• HOT -DIP GALV. STEEL SPREAD
j 8-10-12 HELIX CONFIGURATION. INSTALL AT 15' PLATE W/ BEVEIED WASHER AND HEX NUT TO
'j DOWN BATTER AI4GLL MINIMUM LENGTH OF 31' ATTACH TO THREADED ROD, AT EACH TIE -BACK
TO ULTIMATE CAPACITY OF 20 [UPS W/ STEM. 'TYPICAL
i ! MAINTAINING 10 KIP WORKING LOAD. (TYPICAL)
M.L.W. EL= -1.1' q NEW HTA 9.-O• NEW HTA 9,-0• NEW HTA
. . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . PROPOSED SHOREGUARD CL -9900 VINYL
SHEETING 16' MIN. LENGTH (OR EQUIVALENT AS ( {SPLICE
THIS DRAWING IS PREPARED FOR PERMITTING PURPOSES ONLY AND SHALL
NOT BE USED FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN FINAL
CONSTRUC11ON DETAILS FROM THE ENGINEER PRIOR TO PREPARATION OF
CONSTRUCTION BID AND BEFORE BEGINNING ANY WORK.
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SECTION A -A
NO SCALE
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SCALE
AS NOTED
DRAWING FILE
C17670.dwg
DATE
01-25-12
APPROVED BY ENGINEER) 1'-0• P-0• I I DRAWNBY
PROVIDE FIAWABLE FILL OR CRUSHED STONE AS g• 6• k ` �(2) 6x6 GREENHEART KES
APF'KUVLU BY ENLINLEK BETWEEN WALLS
FULL EMBEDMENT WITH 16'
SHEETS REQUIRED, CONTACT
i ENGINEER IF EMBEDMENT CAN
NOT BE REACHED
Y
T
(4) Y4• DIA HOT -DIP GALV. NOTE
ALTERNAHE SPLICES LOCATIONS
BOLTS W/NUTS AND OVER SIZED TOP AND BOTTOM
WASHER AT EACH SPLICE
SPLICE DETAIL:
NOT TO SCALE
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INSTALLATION ANG FROM HORIZONTAL (DOWN BATTER)
ss
20 KIP ULTIMATE HELIX STRENGTH PER ANCHOR
FILE COPY
=o.3x 1.o
t s \ / 10 5 0 10 30
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5.6 \
2• EACH HTA SHALL BE INSTALLED AS SHOWN ON PLAN AND SHALL BE EMBEDDED TO'DEVELOP A MINIMUM 20 KIP ULTIMATE LOAD CAPACITY. THE CAPACITY OF INDIVIDUAL HTA SHALL BE
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VERIFIED BY AN INDEPENDENT TESTING METHOD, IN THE FIELD IMMEDIATEY FOLLOWING INSTALLATION, -PAID FOR BY THE CONTRACTOR.
-os '
\
/ \ 1 inch a 10 ft
3. ALL HTA TIE -BACKS SHALL BE INSTALLED BY TRAINED AND EXPERIENCED INSTALLATION CONTRACTORS WHO, UPON REQUEST, SHALL SUBMIT EVIDENCE OF SUCCESSFUL INSTALLATION OF
1�'
X 6.9
coHELICAL
/
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TIE -BACKS UNDER SIMILAR JOB AND SUBSURFACE CONDITIONS.
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4. ANCHORAGE INSTALLATION MACHINERY, TOOLING, HARDWARE AND EQUIPMENT SHALL BE
COMPLIANCE.
D
`.
AS SUPPLIED, SPECIFIED OR RECOMMENDED BY THE MANUFACTURER.
3
' i.
3 X 5.9 j
3/4• H.D.G. THRU
BOLT 0 Y O.C.
SHOREGUARD CL -9900 VINYL FOR ANCHOR
SHEETING, 16 FEET LONG WALES
9.
0.2X I 5.3
' 1.3 3.1
r- 2'1 O.0
HELICAL TIEBACK ANCHOR (HTA) AT 9'-V
O.G SS -5 SOLID SQUARE SHAFT LEAD
SECTION W/ 8-10-12 HELIX CONFIGURATION.
INSTALL AT 15' DOWN ANGLE MINIMUM
LENGTH OF 30' TO ULTIMATE CAPACITY OF
20 KIPS W/ MAINTAINING 10 KIP WORKING
LOAD e
9' O.C.
NOT TO SCALE
{ 5. ANCHORAGE INSTALLATION PROCEDURE AND ANCHOR TESTING PROCEDURE SHALL BE IN ACCORDANCE 4NH THE MANUFACTURER'S SPECIFICATIONS.
j ! 6. THE CONTRACTOR SHALL MAINTAIN COMPLETE INSTALLATION RECORDS DURING THE ENTIRE DRIVING OPLRATION. INSTALLATION RECORDS INDICATING HELICAL PIER TYPE, LOCATION, EMBEDMENT
AND TORQUE VS. DEPTH DATA SHALL BE SUBMITTED FOR EACH INSTALLATION. HTA'S WHICH DO NOT INCLUDED A COMPLETE WRITTEN LOG WITH LOCATION PLAN SHALL BE IMMEDIATELY REJECTED
AND REQUIRE TO BE RE -DRIVEN OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. THE CONTRACTOR SHALL SUBMIT 3 COPIES OF THE COMPLETE WRITTEN DRIVING LOG TO THE
ENGINEER, NO EXCEPTIONS.
7. ALL HELICAL PILE LEAD SECTIONS, EXTENSION SHAFTS, AND PLATE MATERIALS SHALL BE NEW STEEL SECTIONS, HOT -DIP GALVANIZED AFTER FABRICATION TO CONFORM TO ASTM A123. ALL
EXISTING wool BULKHEAD STEEL HARDWARE SHALL BE HOT -DIP GALVANIZED TO CONFORM TO ASTM A153. SUBMIT MATERIAL DATA SHEETS TO THE ENGINEER FOR APPROVAL
TO BE REMOVED
PROPOSED BULKHEAD TO BE CONSTRUCTER IN SAME FOOTPRINT
PROPOSED SHOREGUARD 8• MINIMUM YIELD STRENGTH OF HELICAL SHAFT STEEL TUBES SHALL BE 90 KSI. SUBMIT MATERIAL DATA SHEETS TO THE ENGINEER FOR APPROVAL
VINYL OR WOOD CAP EXISTING LANDSCAPEPROPOSED (2) 6xs TIMBER EDGING
9. MINIMUM YIELD STRENGTH OF HELICAL PLATE STEEL SHALL BE 80 KSI. SUBMIT MATERIAL DATA SHEETS TO THE ENGINEER FOR APPROVAL
GREENHEART ANCHOR TOP OF PROPOSED WALL I (TD BE EDGING AND EXISTING GRADE �
WALES ELEV. = 6'-0• REPLACED AS NECESSARY) MISC. SEL ND I'JCS
/PROPOSED P.T. 25' MAX , / 1. STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS:
/ (2) 3•x 8• BACK WALES 'G x bk Pcv jiy, A��°a /
(2) 6x6 GREENHEART ANCHOR WALES WITH f 3X P.T. 310, `y // 30' MIN. EMBEDMENT ASTM A36 ALL ANGLES, CHANNELS, STEEL PLATE AND MISC. FRAMING MEMBERS,
12•X12•X3/4• HOT DIPPED GAL VA WALES / REQUIRED TO BE BEYOND HOT DIPPED GALV. UNLESS OTHERWISE NOTED (MINIMUM YIELD STRENGTH FY=45,000 PSI).
STEEL SPREAD PLATE WITH/ ACTIVE ZONE OF FAILURE
NUT
BEVELED WASHER AND HEX NUT ASTM A307 OR A7 ALL BOLTS USED FOR CONNECTING WOOD TO WOOD MEMBERS.
-' �� ,- . /
A.H.T. EL=28' 15• HOT DIPPED GALV.
EXCAVATE FOR 2. ALL STEEL FASTENERS SHALL BE HOT -DIP GALVANIZED TO CONFORM TO ASTM A 153.
M.H.W. EL=23' CONSTRUCTION /
_-- / 3. IF OPTIONAL STAINLESS STEEL SECTIONS ARE USED IN LIEU OF HOT -DIP GALVANIZED STEEL, STEEL SHALL BE AISI 304 OR 316.
HELICAL TIEBACK ANCHOR (HTA) AT W -V O.C.
SS -150 SOLID SIXDARE SHAFT LEAD SECTION W/ 12% 12• x -• HOT -DIP GALV. STEEL SPREAD
j 8-10-12 HELIX CONFIGURATION. INSTALL AT 15' PLATE W/ BEVEIED WASHER AND HEX NUT TO
'j DOWN BATTER AI4GLL MINIMUM LENGTH OF 31' ATTACH TO THREADED ROD, AT EACH TIE -BACK
TO ULTIMATE CAPACITY OF 20 [UPS W/ STEM. 'TYPICAL
i ! MAINTAINING 10 KIP WORKING LOAD. (TYPICAL)
M.L.W. EL= -1.1' q NEW HTA 9.-O• NEW HTA 9,-0• NEW HTA
. . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . PROPOSED SHOREGUARD CL -9900 VINYL
SHEETING 16' MIN. LENGTH (OR EQUIVALENT AS ( {SPLICE
THIS DRAWING IS PREPARED FOR PERMITTING PURPOSES ONLY AND SHALL
NOT BE USED FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN FINAL
CONSTRUC11ON DETAILS FROM THE ENGINEER PRIOR TO PREPARATION OF
CONSTRUCTION BID AND BEFORE BEGINNING ANY WORK.
0
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SECTION A -A
NO SCALE
dal
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Q,, W
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SCALE
AS NOTED
DRAWING FILE
C17670.dwg
DATE
01-25-12
APPROVED BY ENGINEER) 1'-0• P-0• I I DRAWNBY
PROVIDE FIAWABLE FILL OR CRUSHED STONE AS g• 6• k ` �(2) 6x6 GREENHEART KES
APF'KUVLU BY ENLINLEK BETWEEN WALLS
FULL EMBEDMENT WITH 16'
SHEETS REQUIRED, CONTACT
i ENGINEER IF EMBEDMENT CAN
NOT BE REACHED
Y
T
(4) Y4• DIA HOT -DIP GALV. NOTE
ALTERNAHE SPLICES LOCATIONS
BOLTS W/NUTS AND OVER SIZED TOP AND BOTTOM
WASHER AT EACH SPLICE
SPLICE DETAIL:
NOT TO SCALE
CHECKED BY
N
FILE COPY
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TOWN OF lAfilYl®IL]Tf"1
C30101
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REVIEWED AOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT"
8
COMPLIANCE.
D
DATE: z3"- z- ,
w
1 OF STYE s
NO.
C17670.00
APROJECT
BUILDING OFFICIAL 0