Plans.pdf
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- Marine Construction - West Bulkhead Replacement at the Cape Cod Canal East Boat Basin in Sandwich, MA
- Solicitation number
- W912WJ24B0013
About this file
This document appears to be a solicitation for a marine construction project to replace the west sheet pile bulkhead at the Cape Cod Canal East Boat Basin in Sandwich, Massachusetts. The key requirements include:
Installing approximately 440 linear feet of new steel sheet piling with interior whalers to create a new bulkhead, installing new concrete deadmen and tie rods, cutting off the existing sheet piles, backfilling the space between old and new piles, replacing lighting and power systems, installing new bollards, cleats, fencing, sidewalks, driveways, and park features. The new bulkhead top shall be 18 inches higher than the existing. The solicitation number is W912WJ24B0013, and the contracting agency is the U.S. Army Corps of Engineers, New England District. The closing date for proposals is not provided in the document.
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EAST BOAT BASIN
SCUSSET BEACH
EAST BULKHEAD
WEST BULKHEAD
CAPE COD CANAL
TUPPER ROAD
OLD KINGS HIGHWAY
FR
EE
ZE
R
R D
CAPE COD
BAY
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
New England District
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL
OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
APPROVED FOR TECHNICAL ADEQUACY BY:
TECHNICAL LEAD ENGINEER DATE
DATE
DATE
DATE
DATE
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF, ENGINEERING DIVISION
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.
REVIEWED BY:
CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH
REVIEWED BY:
CHIEF, DESIGN BRANCH
CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH
WEST BULKHEAD REPLACEMENT
EAST BOAT BASIN
CAPE COD CANAL
SANDWICH, MASSACHUSETTS
W912WJ24B0013
MAY 2024
G-001
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INDEX TO DRAWINGS
SHEET NO. DESIGN FILE SHEET TITLE
1 G-001 CAP-132_G-001.DWG COVER SHEET AND INDEX
2 G-100 CAP-132_G-100.DWG OVERALL PLAN, LEGEND AND NOTES
3 CD101 CAP-132_CD101.DWG EXISTING CONDITIONS, SITE PREPARATION AND SITE
DEMOLITION PLAN
4 CD102 CAP-132_CD102.DWG EXISTING CONDITIONS, SITE PREPARATION AND SITE
DEMOLITION PLAN
5 CS102 CAP-132_CS102.DWG CIVIL SITE PLANS - PILE SYSTEM INSTALLATION PLAN
6 CS111 CAP-132_CS111.DWG CIVIL SITE PLANS - SURFACE PLAN
7 CS112 CAP-132_CS112.DWG CIVIL SITE PLANS - SURFACE PLAN
8 CS122 CAP-132_CS122.DWG CIVIL SITE PLANS - LAYOUT PLAN
9 CG102 CAP-132_CG102.DWG CIVIL GRADING PLAN
10 C-501 CAP-132_C-501.DWG CIVIL DETAILS I
11 C-502 CAP-132_C-502.DWG CIVIL DETAILS II
12 C-503 CAP-132_C-503.DWG CIVIL DETAILS III
13 S-001 CAP-132_S-001.DWG STRUCTURAL NOTES AND ABBREVIATIONS
14 S-401 CAP-132_S-401.DWG EXISTING BULKHEAD PLAN AND DEMOLITION
15 S-402 CAP-132_S-402.DWG EXISTING BULKHEAD ELEVATIONS AND DEMOLITION
16 S-403 CAP-132_S-403.DWG STRUCTURAL NEW BULKHEAD PLAN
17 S-404 CAP-132_S-404.DWG STRUCTURAL NEW BULKHEAD ELEVATIONS
18 S-501 CAP-132_S-501.DWG STRUCTURAL DETAILS I
19 S-502 CAP-132_S-502.DWG STRUCTURAL DETAILS II
20 S-503 CAP-132_S-503.DWG STRUCTURAL DETAILS III
21 E-001 CAP-132_E-001.DWG ELECTRICAL LEGEND, SYMBOLS, ABBREVIATIONS AND
GENERAL NOTES
22 ED101 CAP-132_ED101.DWG ELECTRICAL DEMOLITION PLAN
23 E-101 CAP-132_E-101.DWG ELECTRICAL NEW WORK PLAN
24 E-501 CAP-132_E-501.DWG ELECTRICAL DETAILS & SCHEDULES
US Army Corps of Engineers ®
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INDEX TO RECORD DRAWINGS (FOR INFORMATION ONLY)
SHEET NO. PROJECT NUMBER SHEET TITLE
1 CAP-9 PLAN, ITEMS OF WORK AND CONSTRUCTION PROCEDURE
2 CAP-9 PLANS, SECTIONS AND DETAILS
6 CAP-40 ELECTRICAL PLAN, SECTIONS & WIRING DIAGRAM
1 OF 4 CAP-68 PROJECT PLAN AND INDEX
2 OF 4 CAP-68 SITE DETAILS
3 OF 4 CAP-68 ELEVATIONS AND RETURN DETAILS
4 OF 4 CAP-68 PLANS, SECTIONS AND DETAILS
AREA MAP
1" = 1,500'
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6.9
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EXISTING STEEL
SHEET PILE BULKHEAD
CB
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EAST BOAT BASIN
ENTRANCE
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ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
CB
VIEWS K1/CD101, K1/CS111
VIEWS A1/CD101, A1/CS111
SHEET CD102, CS101, CS112, CG102
APPROXIMATE LIMIT OF WORK BULKHEAD
TO BE
REPLACED
STAGING AND LAYDOWN AREA
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Pattern Control Element
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS
2. THE CONTRACTOR SHALL SUPPLY ALL MATERIAL, EQUIPMENT, AND LABOR
NECESSARY FOR THE RECONSTRUCTION OF THE BULKHEAD AND
ASSOCIATED WORK AS DESCRIBED AND SHOWN ON THE PLANS AND
DETAILS.
3. ALL WORK AND MATERIALS PROVIDED SHALL CONFORM WITH THE LINES,
GRADES, ELEVLATIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND
TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT
DRAWINGS AND SPECIFICATIONS.
4. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING THE WORK IN A
SAFE AND RESPONSIBLE MANNER AND SHALL MINIMIZE THE DISTURBANCE
TO ANY ADJACENT RESOURCE AREAS. ANY AREAS DISTURBED FOR
ACCESS SHALL BE RESTORED.
5. ALL DIMENSIONS, GRADES, ETC. SHOWN ON THIS PLAN SHALL BE FIELD
VERIFIED BY THE CONTRACTOR. ADDITIONALLY, FIELD VERIFY ALL
EXISTING CONDITIONS OF SHEET PILES, DEAD MEN, TIE RODS, AND OTHER
STRUCTURAL ELEMENTS. COORDINATE AND FIELD ADJUST DIMENSIONS
AND DETAILS SHOWN ON CONSTRUCTION DRAWINGS WITH ACTUAL FIELD
CONDITION. NOTIFY CONTRACTING OFFICER FOR SIGNIFICANT DEVIATION
CAUSING CONFLICT WITH DESIGN DRAWINGS.
6. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR MEANS, METHODS,
PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT
ARE NOT SPECIFIED IN THE CONTRACT DOCUMENTS. THE GOVERNMENT
WILL NOT BE RESPONSIBLE FOR FAILURE BY THE CONTRACTOR TO
PERFORM WORK ACCORDING TO THE CONTRACT DOCUMENTS.
7. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD
ENGINEERING REQUIRED FOR COMPLETION OF THIS PROJECT. THE
GOVERNMENT WILL NOT PROVIDE SURVEY SERVICES.
8. THE CONTRACTOR SHALL VERIFY THAT ACTUAL SITE CONDITIONS ARE
CONSISTENT WITH THE EXISTING CONDITIONS DEPICTED ON THE
CONTRACT DRAWINGS. DISCREPANCIES, OMISSIONS, AND ERRORS SHALL
BE REPORTED TO THE COR PRIOR TO THE START OF CONSTRUCTION.
9. ALL TREES AND OTHER VEGETATION BOTH OUTSIDE OF AND WITHIN THE
CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL
SHALL BE PRESERVED AND PROTECTED, WHETHER SHOWN OR NOT
SHOWN ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL ALSO
MINIMIZE DISTURBED AREA TO LIMIT REMOVAL OF VEGETATION.
10. THE CONTRACTOR SHALL PROVIDE PROTECTION TO SURROUNDING
PAVEMENT, STRUCTURES, AND UTILITIES IN THE WORK AREA THAT ARE
TO REMAIN IN PLACE. CONTRACTOR CAUSED DAMAGES DURING
CONSTRUCTION SHALL BE REPAIRED AND RESTORED TO ORIGINAL
CONDITIONS OR BETTER AT THE CONTRACTOR'S EXPENSE. DAMAGES TO
EXISTING ASPHALT AND CONCRETE SHALL INCLUDE, BUT ARE NOT
LIMITED TO, CHIPPING, CRACKING, INDENTATIONS, AND SCUFFING. ALL
SURFACES DISTURBED BY THE CONTRACTOR WHICH ARE OUTSIDE THE
CONSTRUCTION LIMITS OF WORK OR SCOPE OF WORK INCLUDING
CONTRACTOR STAGING AND STORAGE AREA, OR SURFACES DISTURBED
WITHOUT PRIOR AUTHORIZATION BY THE COR, SHALL BE RESTORED AT
THE CONTRACTOR'S EXPENSE TO ORIGINAL CONDITIONS OR BETTER.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND MAINTAIN
EROSION PREVENTION AND SEDIMENTATION CONTROL MEASURES AS
FIELD CONDITIONS REQUIRE UNTIL THE SITE IS FULLY STABILIZED AFTER
CONSTRUCTION IS COMPLETE AT NO ADDITIONAL EXPENSE TO THE
GOVERNMENT.
12. ALL FILL REQUIRED UNDER THIS CONTRACT SHALL BE OBTAINED AND
FURNISHED BY THE CONTRACTOR. NO BORROW OR SOIL REMOVAL
ARRANGEMENTS HAVE BEEN PREARRANGED FOR THIS CONTRACT AND
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING
ADDITIONAL BENCHMARK INFORMATION IF NECESSARY, AND FOR
LOCATING AND PROTECTING ALL EXISTING BENCHMARKS THAT ARE
INTENDED TO REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION.
AT THE CONTRACTOR'S EXPENSE ALL ADDED OR RELOCATED
BENCHMARKS SHALL BE RELOCATED BY A PROFESSIONAL LAND
SURVEYOR (PLS) LICENSED IN THE STATE OF MASSACHUSETTS. ALL FIELD
NOTES ASSOCIATED WITH THE PLS FIELD WORK SHALL BE PROVIDED TO
THE GOVERNMENT. SEE BENCHMARK TABLE (THIS SHEET) FOR
DESCRIPTIONS OF KNOWN BENCHMARKS.
14. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING
MISCELLANEOUS CONSTRUCTION DEBRIS AND FILL IS THE
RESPONSIBILITY OF THE CONTRACTOR AND MUST BE DISPOSED OF
OFFSITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
MUNICIPAL REQUIREMENTS AT NO ADDITIONAL COST TO THE
GOVERNMENT AT THE COMPLETION OF WORK.
15. AT COMPLETION OF WORK ALL DISTURBED AREAS AND NEW PAVEMENT
SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO
ENSURE POSITIVE DRAINAGE AND NO PONDING AND SHALL BE GRADED IN
ACCORDANCE WITH THE PLANS.
16. ALL DISTURBED AREAS NOT NOTED TO RECEIVE PAVEMENT OR OTHER
TREATMENT SHALL RECEIVE MIN. 6 INCHES OF TOPSOIL AND SEED, AND
BE MAINTAINED TO PREVENT EROSION UNTIL A SUFFICIENT STAND OF
VEGETATION IS ESTABLISHED AND ACCEPTED BY THE COR.
17. THE CONTRACTOR SHALL CALL DIG SAFE AT 811 OR 1-888-DIG-SAFE NOT
LESS THAN 72 HOURS PRIOR TO THE START OF ANY EXCAVATION FOR
VERIFICATION OF UNDERGROUND UTILITY LOCATIONS. SINCE DIG SAFE
MAY NOT IDENTIFY ALL BELOW GRADE UTILITIES ON GOVERNMENT
PROPERTY, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF USACE
FOR ADDITIONAL ASSISTANCE WITH LOCATING UNDERGROUND UTILITIES.
18. PROVIDE A SECURE PERIMETER AROUND THE ENTIRE PROJECT AREA TO
PROTECT THE GENERAL PUBLIC AND TO RESTRICT ACCESS TO THE SITE.
ADDITIONALLY, THE CONTRACTOR SHALL COMPLY WITH ALL ESTABLISHED
SECURITY POLICIES AT CAPE COD CANAL. SEE SPECIFICATION 01 11 00
SUMMARY OF WORK FOR SECURITY POLICIES.
SCALE: 1" = 60'
OVERALL PLANH1 80' 160'0
150.12 SPOT GRADE
LEGEND
BOLLARD
R&D FENCING
R&D CONCRETE PAVEMENT AND CONC. FILL BELOW
R&D CONCRETE CURB
R&D UNDERGROUND UTILITY
CONSTRUCTION LIMITS OF WORK
R&D CONCRETE PAVEMENT
CLEAT
CONCRETE PAVEMENT
TEMPORARY EROSION CONTROL
DESCRIPTION
SYMBOL
EXISTING PROPOSED
INLET PROTECTION
MAJOR CONTOUR
MINOR CONTOUR
SURVEY MONUMENT
1. THE PROPERTY IS LOCATED ON FEDERAL PROPERTY, IN THE TOWN OF
SANDWICH, MA ALONG THE CAPE COD CANAL AND IS REFERENCED BY:
76 FREEZER ROAD, SANDWICH, MA 02563
2. THIS PLAN IS THE RESULT OF AN ON THE GROUND TOTAL STATION / RTK
GPS SURVEY COMPLETED BY USACE ON 16 NOVEMBER 2023 AND A
HYDROGRAPHIC SURVEY COMPLETED BY USACE ON 16 OCTOBER 2023.
THE EMBANKMENT TOPOGRAPHY SHOW WAS CREATE BY INTERPOLATION
BETWEEN THESE TWO SURVEYS AND SHOULD BE CONSIDERED
APPROXIMATE.
3. PROJECT DATUM IS MASSACHUSETTS MAINLAND STATE PLANE
COORDINATES NAD83 US SURVEY FEET, VERTICAL DATUM IS MLLW
ESTABLISHED BY GPS METHODS. THE NAVD88 TO MLLW CONVERSION FOR
THIS PROJECT IS -5.21.
4. THE LOCATION OF ANY UNDERGROUND UTILITY INFORMATION SHOWN ON
THIS PLAN IS DEPICTED APPROXIMATELY. PRIOR TO THE START OF WORK,
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL
UTILITIES THAT IMPACT THE WORK UNDER THIS CONTRACT. EXISTING
UTILITIES, UNDERGROUND AND OVERHEAD, MAY EXIST IN ADDITION TO
THE UTILITY INFORMATION SHOWN ON THESE PLANS. THIS PLAN SHALL
NOT BE USED TO LOCATE UNDERGROUND UTILITIES. THE CONTRACTOR
SHALL SUBMIT ALL DOCUMENTATION ON UTILITY RESEARCH TO INCLUDE
MARKED UP PLANS SHOWING THE LOCATION OF ALL UTILITIES. SEE ALSO -
CONSTRUCTION NOTE 18.
5. ATTACHED "FOR INFORMATION DRAWINGS" MAY REFERENCE DIFFERENT
DATUM.
6. SOUNDINGS NOTED WITH A (+) SIGN ARE ABOVE THE REFERENCE PLANE
OF MLLW. ANY SOUNDINGS WITHOUT A SIGN ARE BELOW THE REFERENCE
LANE OF MLLW AND SHOULD BE CONSIDERED NEGATIVE.
7. RIPARIAN BOUNDARIES ARE SUBJECT TO CHANGE DUE TO NATURAL
CAUSES AND THE BOUNDARY SHOWN HEREON MAY OR MAY NOT
REPRESENT THE ACTUAL LOCATION OF THE LIMIT OF TITLE.
SURVEY NOTES
TBM-2 13.87 MAG NAIL SET EDGE BIKE PATH
TBM-3 15.51 BM SPIKE IN POLE #40
BM FISH (2018) 12.40 DH IN CHISEL SQUARE IN CONC. PAD
NAME ELEV. DESCRIPTION
BENCHMARK TABLE (MLLW)
102 2743525.1400 927087.6038 14.26 MAG NL SET
103 2743446.5370 926908.6741 15.67 SPIKE SET
104 2743409.7840 926579.0347 16.01 SPIKE SET
105 2744186.3820 929161.522 13.83 SPIKE SET
106 2743730.2460 927842.719 12.62 SPIKE SET
107 2743589.3180 927531.7015 14.36 SPIKE SET
108 2743501.4810 927355.0856 15.19 SPIKE SET
109 2743335.1230 927470.335 13.20 SPIKE SET
110 2743297.9830 927571.2956 15.07 SPIKE SET
111 2743459.0810 927530.4838 15.31 SPIKE SET
112 2743233.9890 927715.816 15.09 SPIKE SET
113 2743354.4360 927663.3177 13.34 SPIKE SET
SURVEY CONTROL TABLE
POINT NORTHING EASTING ELEV. DESCRIPTION
HORZ. DATUM=(NAD83) VERT. DATUM=(MLLW)
15.59
SPOT GRADE - MATCH EXISTING(14.61)
ADA AMERICANS WITH DISABILITIES ACT
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWS AMERICAN WELDING SOCIETY
B/C BOTTOM OF CURB
BM BENCH MARK
COR CONTRACTING OFFICER'S REPRESENTATIVE
CON CONNECTION
EL ELEVATION
ELEV ELEVATION
EP EDGE OF PAVEMENT
EQ EQUAL
EW EACH WAY
FT FEET
GALV GALVANIZE
DIA DIAMETER
NTS NOT TO SCALE
PZ PIEZOMETED
PNL PANEL
PVC POLYVINYL CHLORIDE
PWR POWER
QTY QUANTITY
R&D REMOVE AND DEMOLISH
R&S REMOVE AND SALVAGE
SP SPARE
SYM SYMETRICAL
MAX MAXIMUM
MIN MINIMUM
MLW MEAN LOW WATER
MLLW MEAN LOWER LOW WATER
T/C TOP OF CURB
TYP TYPICAL
UG UNDERGROUND
UL UNDERWRITERS LABORATORIES
OC ON CENTER
V VOLT
ABBREVIATIONS
NITROGEN GAS TIDE GAUGE FEEDG
STORM DRAIN PIPESD
SANITARY SEWER PIPESAN
POTABLE WATER PIPEW
ELECTRIC FEED - OVERHEADEF
ELECTRIC FEED - UNDERGROUNDEF EF
W
CB
S
POTABLE WATER HANDHOLE
CATCH BASIN
SANITARY SEWER STRUCTURE COVER
R&D SITE STRUCTURE (BOLLARD, CLEAT, UTILITY POLE)
R&D TREE
TREE
E ELECTRIC STRUCTURE
LIGHT POLE
CONCRETE PAD/FOUNDATION
STONE EMBANKMENT
ASPHALT PAVEMENT
LIMIT OF REGRADING
FENCE
GENERAL NOTES CONT.
G
EF EF EF
SEEDING
REMOVE AND SALVAGE EMBANKMENT STONE
.135 SOUNDING DEPTH
STAGING AND STORAGE AREA
NN
K H
LP
.00 .-03
.-06 .-06 .-06 .06 .09 .15 .36 .35 .35 .42 .53 .56 .59
CB
CATCHBASIN
POST
ROCK*
MONUMENT
TELEPHONE POLE
TELEPHONE POLE
CB
DRAIN
S
SMH*
S
SMH*
S
SMH*
CATCH BASIN
WATER SPIGOT
PATCHTELEPHONE
E-PEN
E E E E E E E E E E E E E E
E E E E E E E E E
E E
E E
E
13.90
15.55
13.76
14.91
14.75
RESTROOMS
CANAL SERVICE ROAD
CAPE COD CANAL
TOP OF RIPRAP EMBANKMENT
W W
EF
EF
EF
EF
EF
EF
EF
EFEFEFEEEEEEEEEE
PAVILION
EMBANKMENT
TOPOGRAPHY IS
APPROXIMATE
EMBANKMENT
TOPOGRAPHY IS
APPROXIMATE
TY
P.
PROTECT EXISTING OVERHEAD
POWER INFRASTRUCTURE
INSTALL TEMPORARY ASPHALT SIDEWALK AT
THE START OF CONSTRUCTION. REMOVE AND
DISPOSE OF SIDEWALK PRIOR TO SITE
RESTORATION ON SHEET CS111. SEE DETAIL
G1/C-501 FOR TEMPORARY ASPHALT SECTION.
R&D WOOD BOLLARDS (3)
R&D CONCRETE PAD. GOVERNMENT
TO R&S TRASH CAN PRIOR TO THE
START OF CONSTRUCTION
PROVIDE INLET PROTECTION
TEMPORARY EROSION CONTROL
PROTECT EXISTING PAVILION
TEMPORARY CONSTRUCTION FENCING
STORAGE AND STAGING AREA
COORDINATE EXTENTS IN FIELD WITH COR
CANAL ROAD TO REMAIN CLEAR OF STOCKPILES SUCH THAT
ACCESS CAN BE PROVIDED FOR EMERGENCY VEHICLES
N: 2743499.75 E: 927094.38
N: 2743536.04 E: 927087.53
N: 2743479.97 E: 927076.02
N: 2743442.85 E: 926856.75
N: 2743474.77 E: 927063.43
N: 2743457.83 E: 926970.14
N: 2743460.15 E: 926984.74
M
AT
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LI
N
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- K
1/ C
D
M
AT
C H
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N
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- S
H
EE
T C
D
TELEPHONE POLE
TELEPHONE POLE
TELEPHONE POLE
TPOLE GUY POLE
E
E
E E
E
E E E E E E E E E E E E E E E
15.99 15.56
CAPE COD CANAL
TOP OF RIPRAP EMBANKMENT
-2-1
111213
EMBANKMENT
TOPOGRAPHY IS
APPROXIMATE
10'
TYP.
STORAGE AND STAGING AREA
COORDINATE EXTENTS IN FIELD WITH COR
TEMPORARY CONSTRUCTION GATE
FLUSH CONNECTION TO
EXISTING CANAL ROAD
PROTECT EXISTING OVERHEAD
POWER INFRASTRUCTURE
SILT FENCE
TEMPORARY CONSTRUCTION FENCING
INSTALL TEMPORARY ASPHALT SIDEWALK AT THE
START OF CONSTRUCTION. REMOVE AND DISPOSE
OF SIDEWALK PRIOR TO SITE RESTORATION ON
SHEET CS111. SEE DETAIL G1/C-501 FOR
TEMPORARY ASPHALT SECTION.
N: 2743485.85 E: 926762.00
N: 2743455.45 E: 926766.25
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1"=20'
DEMOLITION PLAN 101BA1
1"=20'
DEMOLITION PLAN 101AK1 20' 40'0
20' 40'0
NN
NN
0%
P
AC
KA
G
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K H
.88
.08 .41 .67 .78 .91
.09 .46 .72 .85 .94
.10 .49 .74 .88 .96
.20 .49 .72 .89 .97
.10 .47 .69 .89 .97
.15 .44 .68 .88 .99
.18 .43 .67 .87 .
.11 .40 .68 .88 .
.15 .38 .66 .89 .
.17 .30 .67 .87 .
.13 .41 .68 .86 .99
.12 .11 .39 .72 .86 .
.06 .22 .37 .74 .90 .99
.-03 .24 .39 .74 .94 .90
.-03 .18 .53 .77 .98 .99
.04 .32 .60 .84 .97 .
.01 .45 .66 .87 .95 .98
.16 .71 .80 .97 .
104 .
.56 .52 .40 .44 .48 .20 .56 .90 .
106 .
109 .116 .
.31 .39 .48 .40 .51 .54 .52 .61 .67 .60 .73 .64 .63 .67 .78 .83 .88 .59 .
103 .
131 .
134 .
135 .
138 .
.05 .43 .64 .74 .85 .86 .83 .92 .95 .96 .97 .98 .99 .98 .98 .97 .98 .
109 .
104 .119 .
151 .
159 .
156 .
162 .
166 .
.00 .-03 .04 .18 .49 .72 .89 .
103 .
109 .111 .112 .111 .115 .117 .118 .113 .113 .114 .112 .
107 .
109 .
124 .
124 .
121 .110 .118 .117 .116 .115 .115 .118 .118 .117 .116 .119 .117 .117 .118 .119 .
125 .
137 .
141 .
141 .
146 .
155 .
156 .
157 .
160 .
164 .
172 .
176 .
185 .
183 .
170 .
183 .
182 .
179 .
179 .
180 .
.56 .59 .53 .81 .87 .
103 .113 .118 .
124 .
126 .
125 .
121 .
122 .
122 .
127 .113 .115 .115 .113 .
108 .116 .
120 .
122 .
121 .117 .
121 .
121 .117 .110 .
126 .
127 .
124 .
123 .
124 .
131 .
131 .
130 .
128 .
131 .
138 .
146 .
152 .
153 .
161 .
170 .
173 .
172 .
179 .
182 .
184 .
186 .
196 .
204 .
206 .
182 .
199 .
197 .
195 .
193 .
.94 .84 .79 .89 .
102 .115 .
126 .
132 .
135 .
135 .
143 .
146 .
142 .
133 .
124 .
120 .
122 .
126 .115 .111 .116 .118 .
121 .
127 .
120 .
123 .
123 .
122 .
127 .
130 .
120 .
129 .
132 .
130 .
136 .
136 .
138 .
137 .
142 .
146 .
149 .
162 .
169 .
185 .
197 .
205 .
205 .214 .216 .218 .
222 .
226 .
222 .219 .215 .213 .211 .
209 .
206 .
129 .
104 .
101 .115 .
134 .
146 .
155 .
164 .
171 .
175 .
184 .
192 .
184 .
171 .
153 .
142 .
141 .
143 .
135 .
131 .
135 .
136 .
134 .
130 .
138 .
135 .
138 .
140 .
143 .
139 .
141 .
141 .
141 .
141 .
142 .
145 .
147 .
148 .
140 .
157 .
164 .
177 .
185 .
205 .219 .
228 .
233 .
241 .
247 .
247 .
245 .
238 .
234 .
231 .
227 .
224 .
223 .210 .
220 .218
160 .
153 .
151 .
164 .
183 .
198 .
202 .211 .219 .
224 .
234 .
243 .
238 .212 .
197 .
184 .
174 .
175 .
166 .
165 .
169 .
167 .
173 .
174 .
175 .
160 .
169 .
175 .
174 .
171 .
169 .
160 .
162 .
161 .
163 .
159 .
160 .
162 .
170 .
177 .
188 .
201 .211 .
220 .
242 .
252 .
258 .
265 .
271 .
260 .
265 .
259 .
240 .
247 .
241 .
239 .
239 .
234 .
235 .
206 .
203 .
207 .
224 .
237 .
249 .
254 .
255 .
265 .
276 .
280 .
282 .
277 .
261 .
243 .
232 .
221 .216 .211 .211 .219 .218 .
227 .
221 .
228 .
226 .
221 .218 .219 .211 .
200 .
202 .
198 .
195 .
190 .
186 .
184 .
189 .
196 .
209 .
222 .
233 .
246 .
259 .
268 .
278 .
284 .
291 .
291 .
280 .
284 .
279 .
272 .
265 .
256 .
257 .
256 .
255 .
257 .
247 .
250 .
255 .
260 .
283 .
289 .
298 .
301 .
302 .
309 .313 .312 .310 .
304 .
289 .
277 .
271 .
267 .
264 .
266 .
273 .
274 .
276 .
284 .
289 .
282 .
276 .
269 .
262 .
262 .
255 .
245 .
238 .
232 .
227 .
221 .219 .
220 .
240 .
247 .
258 .
260 .
278 .
288 .
295 .
303 .
307 .313 .313 .
309 .
302 .
298 .
290 .
280 .
269 .
273 .
273 .
272 .
272 .
267 .
273 .
289 .
301 .
309 .316 .
323 .
326 .
330 .
333 .
338 .
337 .
339 .
335 .
332 .
329 .319 .313 .318 .
321 .
324 .
325 .
328 .
328 .
327 .
325 .318 .311 .
308 .
305 .
299 .
293 .
285 .
278 .
274 .
273 .
279 .
286 .
293 .
299 .
301 .
304 .
300 .316 .
320 .
329 .
334 .
333 .
333 .
329 .
323 .315 .
308 .
298 .
289 .
288 .
291 .
296 .
287 .
274 .
282 .
304 .
323 .
333 .
336 .
344 .
349 .
351 .
356 .
361 .
363 .
365 .
365 .
364 .
362 .
356 .
352 .
352 .
354 .
355 .
357 .
358 .
358 .
357 .
357 .
356 .
354 .
340 .
344 .
339 .
334 .
330 .
327 .
326 .
327 .
327 .
331 .
333 .
332 .
334 .
337 .
340 .
342 .
345 .
348 .
352 .
352 .
353 .
346 .
343 .
335 .
327 .
322 .311 .
291 .
308 .
308 .
309 .
285 .
294 .
335 .
349 .
354 .
359 .
363 .
367 .
370 .
375 .
379 .
382 .
388 .
392 .
389 .
387 .
381 .
380 .
370 .
380 .
382 .
383 .
384 .
383 .
379 .
383 .
383 .
382 .
380 .
376 .
369 .
366 .
363 .
361 .
363 .
365 .
365 .
363 .
364 .
364 .
364 .
363 .
364 .
366 .
366 .
368 .
369 .
369 .
360 .
365 .
361 .
355 .
351 .
343 .
337 .
249 .
324 .
322 .
328 .
340 .
360 .
371 .
371 .
374 .
377 .
381 .
385 .
389 .
392 .
397 .
400 .
403 .
408 .
407 .
408 .
408 .
406 .
403 .
403 .
404 .
404 .
405 .
403 .
404 .
402 .
403 .
404 .
406 .
403 .
398 .
397 .
394 .
394 .
393 .
394 .
393 .
392 .
391 .
389 .
389 .
387 .
385 .
385 .
386 .
387 .
387 .
387 .
385 .
380 .
378 .
374 .
371 .
370 .
366 .
373 .
372 .
369 .
370 .
CATCHBASIN
D
MANHOLE COVER
POST
W
MANHOLE COVER
GATE
POST
CB
U. POLE
CB
CATCH BASIN
TELEPHONE POLE
ELEC BOX
POSTPOST
POST
CB
CATCH BASIN
LIGHT POLE
GATE
GATE
POST
CB
DRAIN
BIKERACK
S
SMH*
S
SMH*
S
SMH*
DOLPHIN
CB
CATCH BASIN
ELEC BOX
LIGHT POLE
FRONT DEADMAN
WING DEADMAN
TIE ROD
ELEC BOX
E
ELECTRIC MANHOLE
SIGN
BENCH
BENCH
BENCH BENCHBENCH
12.89
13.63
13.82
13.74
15.72
13.70 12.73
15.59
12.72
RADAR
TOWER
PLAYGROUND
ROCKS
ROCK
ROCK
SHEETPILE WALL
TOP OF RIPRAP EMBANKMENT
FREEZER ROAD
FISHERMAN'S VIEW SEAFOOD
MARKET AND RESTAURANT
SPEEDBUMP
CAPE COD CANAL
EAST BOAT BASIN
ENTRANCE
CHANNEL
G G
G G
G G
G G
G G
W W W W W W W W W W W W W W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF EF EF EF EF EF
EFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF EF EF EF EF EF EF EF EF EF EF EF EF
EF
EF
EF
EF
EF
SAN
SAN
SAN
SAN
SAN
SAN
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
SD
2" COPPER
2" COPPER
CB
GATE
11 12
6 7 8
1 2 3
-4 -3 -2
-1
-5 -6
-6 -7 -8
EMBANKMENT
TOPOGRAPHY IS
APPROXIMATE
EMBANKMENT
TOPOGRAPHY IS
APPROXIMATE
TOP OF RIPRAP EMBANKMENT
DOLPHIN (CUT NEAR WATER LINE)
RADAR
BLDG
R&D CHAIN AND
CONCRETE POST FENCE
R&D CHAIN
LINK FENCE
TEMPORARY EROSION CONTROL, TYP.
CONSTRUCTION GATE
CONSTRUCTION GATE
DEMOLISH WOODEN GUARDRAIL
R&D CONCRETE PADS. GOVERNMENT TO
SALVAGE TABLES, BENCHES, TRASH
RECEPTACLES, GRILLS AND BIKE RACKS.
TYP.
~10CY CONCRETE FILL UNDER
WALKWAY, TO BE REMOVED,
LOCATION APPROXIMATE
CONCRETE PAVEMENT REMOVAL, TYP.
PROTECT WATER
INFRASTRUCTURE
R&D UTILITY POLE,
SEE ED101
R&D BOLLARD AND
12'X12'X4' FOUNDATION
R&D BOLLARD AND
12'X12'X4' FOUNDATION R&D UTILITY POLE,
SEE ED101
R&D CHAIN AND CONCRETE
POST FENCE
R&D ELECTRIC BOX, SEE ED101
R&D BOLLARD AND
12'X12'X4' FOUNDATION
R&D BOLLARD AND
12'X12'X4' FOUNDATION
R&D CONCRETE PAD
AND CRANE DAVIT
R&D TREES
R&D CONCRETE PADS. GOVERNMENT
TO R&S TABLES, BENCHES, TRASH
RECEPTACLES, GRILLS AND BIKE
RACKS PRIOR TO THE START OF
CONSTRUCTION.
R&D TREES
R&D CATCH
BASIN AND
OUTFALL PIPE
REMOVE AND STOCKPILE EMBANKMENT STONE WITHIN
8' OF THE EXISTING SHEETS AND AS REQUIRED TO
FACILITATE NEW SHEET PILE INSTALLATION.
SEE FOR-INFORMATION-ONLY DRAWING CAP-68,
SHEET 4 FOR DESIGN SECTION.
REMOVE AND STOCKPILE
EMBANKMENT STONE WITHIN 8' OF
THE EXISTING SHEETS AND AS
REQUIRED TO FACILITATE NEW
SHEET PILE INSTALLATION.
SEE FOR-INFORMATION-ONLY
DRAWING CAP-68, SHEET 4 FOR
DESIGN SECTION.
REMOVE AND STOCKPILE TOPSOIL.
EXCAVATE FOR INSTALLATION OF
NEW DEADMEN.
R&D POST AND CHAIN
FENCE
R&D CONCRETE CURB
SEE ED101 FOR CONDUIT
DEMOLITION, TYP.
A1 S-402
A9 S-402
H1 S-402
G1 S-401
G1 S-401
TEMPORARY CONSTRUCTION FENCING
PROTECT EXISTING ELECTRIC BOX,
SEE ELECTRICAL SERIES.
SEE ED101 FOR CONDUIT DEMOLITION.
ADDITIONALLY, R&D EXISTING
NITROGEN TUBE TO TIDE GAGE
INTERFACE PORT
R&D POST
TEMPORARY
CONSTRUCTION
FENCING
R&D TIMBER DOLPHIN
R&D TIMBER DOLPHIN
CUT EXISTING SHEET PILES TO
ELEVATION 4.0. BULGING SHEETS
SHALL BE CUT AND REMOVED AT THE
DEPTH NECESSARY TO PROVIDE
MINIMUM 2' HORIZONTAL CLEARANCE
TO NEW SHEETS. THIS DEPTH MAY BE
BELOW MLLW.
R&S SIGN
R&D GATE POSTS
AND FOUNDATIONS
~8'
~8'
~18' OR AS REQUIRED
TO EXCAVATE TO TIE
BACK ELEVATION
~25' OR AS REQUIRED
TO EXCAVATE TO TIE
BACK ELEVATION
~48' OR AS REQUIRED
TO EXCAVATE TO TIE
BACK ELEVATION
M
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US Army Corps of Engineers ®
U .S
.A R
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
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J
K
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P
0%
P
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N
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0'
M
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NN
20' 40'0
K H
D
W
CB
CB
CB
CB
SS
S
CB
RADAR
TOWER
PLAYGROUND
FISHERMAN'S VIEW SEAFOOD
MARKET AND RESTAURANT
CAPE COD CANAL
EAST BOAT BASIN
ENTRANCE
CHANNEL
G G
G G
G G
G G
G G
W W W W W W W W W W W W W W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF EF EF EF EF EF
EFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF EF EF EF EF EF EF EF EF EF EF EF EF
EF
EF
EF
EF
EF
SAN
SAN
SAN
SAN
SAN
SAN
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
SD
CB
RADAR
BLDG
EXISTING CUT SHEET PILES TO REMAIN (TOP ELEVATION 4')
INSTALL NEW SHEET PILES
FILL VOID BETWEEN EXISTING AND
NEW SHEET PILES WITH STONE FILL
NEW CONCRETE DEADMAN,
SEE STRUCTURAL DRAWINGS
NEW CONCRETE DEADMAN,
SEE STRUCTURAL DRAWINGS
NEW CONCRETE DEADMAN,
SEE STRUCTURAL DRAWINGS
LIMIT OF EXCAVATION FOR DEADMAN
INSTALLATION SHOWN FOR INFORMATIONAL
PURPOSES ONLY. CONTRACTOR SHALL
DETERMINE SPECIFIC MEANS AND METHODS
AS PART OF EXCAVATION AND SHORING PLAN
SUBMITTALS. CONTRACTOR SHALL BE
RESPONSIBLE FOR PLANNING FOR
EQUIPMENT ACCESS AS REQUIRED.
MATCH EXISTING GRADE
OF STONE EMBANKMENT
MATCH EXISTING GRADE OF STONE EMBANKMENT
A9 S-404
A1 S-404
F1 S-403
F1 S-403
S-404 H1
PROTECT WATER LINE THROUGHOUT CONSTRUCTION
PROTECT ELECTRICAL PANEL THROUGHOUT CONSTRUCTION
6 7 8 9 11 12 13 14
10 678911121314
EXISTING CONCRETE DEADMAN, TO
REMAIN (APPROXIMATELY LOCATED
PER RECORD DRAWINGS)
EXISTING CONCRETE DEADMAN, TO
REMAIN (APPROXIMATELY LOCATED
PER RECORD DRAWINGS)
EXISTING CONCRETE DEADMAN, TO REMAIN
(LOCATED PER RECORD DRAWINGS)
TEMPORARY CONSTRUCTION FENCE
K1 S-501
US Army Corps of Engineers ®
U .S
.A R
M Y
C O
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O F
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IN
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R S
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US Army Corps of Engineers ®
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120 .
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126 .
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130 .
128 .
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152 .
153 .
161 .
170 .
173 .
172 .
179 .
182 .
184 .
186 .
196 .
204 .
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182 .
199 .
197 .
195 .
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126 .
132 .
135 .
135 .
143 .
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120 .
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121 .
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120 .
123 .
123 .
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130 .
120 .
129 .
132 .
130 .
136 .
136 .
138 .
137 .
142 .
146 .
149 .
162 .
169 .
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205 .
205 .214 .216 .218 .
222 .
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222 .219 .215 .213 .211 .
209 .
206 .
129 .
104 .
101 .115 .
134 .
146 .
155 .
164 .
171 .
175 .
184 .
192 .
184 .
171 .
153 .
142 .
141 .
143 .
135 .
131 .
135 .
136 .
134 .
130 .
138 .
135 .
138 .
140 .
143 .
139 .
141 .
141 .
141 .
141 .
142 .
145 .
147 .
148 .
140 .
157 .
164 .
177 .
185 .
205 .219 .
228 .
233 .
241 .
247 .
247 .
245 .
238 .
234 .
231 .
227 .
224 .
223 .210 .
220 .218
160 .
153 .
151 .
164 .
183 .
198 .
202 .211 .219 .
224 .
234 .
243 .
238 .212 .
197 .
184 .
174 .
175 .
166 .
165 .
169 .
167 .
173 .
174 .
175 .
160 .
169 .
175 .
174 .
171 .
169 .
160 .
162 .
161 .
163 .
159 .
160 .
162 .
170 .
177 .
188 .
201 .211 .
220 .
242 .
252 .
258 .
265 .
271 .
260 .
265 .
259 .
240 .
247 .
241 .
239 .
239 .
234 .
235 .
206 .
203 .
207 .
224 .
237 .
249 .
254 .
255 .
265 .
276 .
280 .
282 .
277 .
261 .
243 .
232 .
221 .216 .211 .211 .219 .218 .
227 .
221 .
228 .
226 .
221 .218 .219 .211 .
200 .
202 .
198 .
195 .
190 .
186 .
184 .
189 .
196 .
209 .
222 .
233 .
246 .
259 .
268 .
278 .
284 .
291 .
291 .
280 .
284 .
279 .
272 .
265 .
256 .
257 .
256 .
255 .
257 .
247 .
250 .
255 .
260 .
283 .
289 .
298 .
301 .
302 .
309 .313 .312 .310 .
304 .
289 .
277 .
271 .
267 .
264 .
266 .
273 .
274 .
276 .
284 .
289 .
282 .
276 .
269 .
262 .
262 .
255 .
245 .
238 .
232 .
227 .
221 .219 .
220 .
240 .
247 .
258 .
260 .
278 .
288 .
295 .
303 .
307 .313 .313 .
309 .
302 .
298 .
290 .
280 .
269 .
273 .
273 .
272 .
272 .
267 .
273 .
289 .
301 .
309 .316 .
323 .
326 .
330 .
333 .
338 .
337 .
339 .
335 .
332 .
329 .319 .313 .318 .
321 .
324 .
325 .
328 .
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325 .318 .311 .
308 .
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299 .
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336 .
344 .
349 .
351 .
356 .
361 .
363 .
365 .
365 .
364 .
362 .
356 .
352 .
352 .
354 .
355 .
357 .
358 .
358 .
357 .
357 .
356 .
354 .
340 .
344 .
339 .
334 .
330 .
327 .
326 .
327 .
327 .
331 .
333 .
332 .
334 .
337 .
340 .
342 .
345 .
348 .
352 .
352 .
353 .
346 .
343 .
335 .
327 .
322 .311 .
291 .
308 .
308 .
309 .
285 .
294 .
335 .
349 .
354 .
359 .
363 .
367 .
370 .
375 .
379 .
382 .
388 .
392 .
389 .
387 .
381 .
380 .
370 .
380 .
382 .
383 .
384 .
383 .
379 .
383 .
383 .
382 .
380 .
376 .
369 .
366 .
363 .
361 .
363 .
365 .
365 .
363 .
364 .
364 .
364 .
363 .
364 .
366 .
366 .
368 .
369 .
369 .
360 .
365 .
361 .
355 .
351 .
343 .
337 .
249 .
324 .
322 .
328 .
340 .
360 .
371 .
371 .
374 .
377 .
381 .
385 .
389 .
392 .
397 .
400 .
403 .
408 .
407 .
408 .
408 .
406 .
403 .
403 .
404 .
404 .
405 .
403 .
404 .
402 .
403 .
404 .
406 .
403 .
398 .
397 .
394 .
394 .
393 .
394 .
393 .
392 .
391 .
389 .
389 .
387 .
385 .
385 .
386 .
387 .
387 .
387 .
385 .
380 .
378 .
374 .
371 .
370 .
366 .
373 .
372 .
369 .
370 .
D
W
CB
CB
CB
CB
SS
S
CB
CAPE COD CANAL
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ENTRANCE
CHANNEL
G G
G G
G G
G G
G G
W W W W W W W W W W W W W W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
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EF
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EF
EF
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EF
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EF
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SD
SD
SD
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SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
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ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
SD
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2" COPPER
CB
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M
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TG
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A1 S-503
STONE EMBANKMENT REBUILT
WITH SALVAGED STONE TO
MATCH EXISTING SECTION.
STONE EMBANKMENT REBUILT
WITH SALVAGED STONE TO MATCH
EXISTING SECTION.
NEW SHEET PILE BULKHEAD WITH
INTEGRATED CONCRETE CAP
NEW CLEAT, TYP.
NEW BOLLARD ON PAD, TYP.
EXPANSION JOINT, TYP.
NEW CONCRETE WALKWAY
NEW ASPHALT ROADNITROGEN TUBE TIDE GAUGE IN NEW
CONDUIT. SEE E-101 FOR CONDUIT AND
HANDHOLE LAYOUT AND DETAILS.
NEW POST AND CHAIN FENCE
INSTALL PAD FOR BIKE RACK.
(RACK TO BE GOVT-FURNISHED
AND GOVT-INSTALLED)
NEW ADA DRINKING FOUNTAIN ON CONCRETE PAD,
CONNECT TO EXISTING WATER VALVE
CONCRETE PAD FOR TRASH
RECEPTACLES (RECEPTACLES TO BE
GOVT-FURNISHED AND GOVT-INSTALLED)
W
NEW CLEAR 38" POLYURETHANE TUBE FROM EXISTING FLUID GAGE
DATA INTERFACE PORT TO NEW BULKHEAD.
- INSTALL IN EXISTING CONDUIT FROM GAGE TO NEW HANDHOLE
AND IN NEW CONDUIT (PER E-101) TO BULKHEAD. TUBING TO BE
ONE CONTINUOUS, NON-SPLICED LENGTH.
- SUPPLY NEW TUBING COMPATIBLE WITH EXISTING GAGE (FLUID
DATA SYSTEMS FLUID GAGE MODEL SAFE PURGE OPTION 4A).
- CONDUCT 24 HOUR PRESSURE TEST AFTER INSTALL, PRIOR TO
FINAL CONNECTION TO FLUID GAGE.
SEE PHOTO APPENDIX IN SPECIFICATIONS FOR PHOTO OF
EXISTING TIDE GAGE CONTROLLER IN RADAR BUILDING.
REINSTALL SALVAGED
SIGN WITH NEW
FOUNDATION
NEW WOODEN POST
AND RAIL GUARDRAIL
8'x8' CONCRETE PAD FOR PICNIC
TABLE (7), TYP. LOCATED IN FIELD BY
COR (TABLES TO BE GOVT-FURNISHED
AND GOVT- INSTALLED)
STAND OF (6) AMERICAN LINDEN [tilia americana], 2" CALIPER, MINIMUM 30' SPACING
TO BE LOCATED IN FIELD BY COR
DAVIT CRANE FOUNDATION
WITH UTILITY STUB UP
CHAIN FENCE POST
SCUPPERS @ 12' OC, TYP.
ADA ACCESSIBLE FISHING POINTS
WITH MODIFIED RAILING AND CURB
A1 S-404
A9 S-404
H1 S-404
NITROGEN TUBE TIDE GAUGE JUNCTION BOX
AND CONDUIT TO 3' ABOVE CHANNEL BOTTOM
NITROGEN TUBE TIDE GAUGE
IN EXISTING CONDUIT
CONTROL JOINT, TYP.
NEW LIGHT POLE, SEE E-101NEW LIGHT POLE, SEE E-101
NEW LIGHT POLE, SEE E-101
SEE ELECTRICAL SERIES
FOR ELECTRICAL WORK
NEW TIMBER PILE, TYP.
VEHICULAR SWING GATE
K1 S-503
12'X2' ADA DETECTABLE WARNING
SURFACE
US Army Corps of Engineers ®
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W
W W
W W
W W
W W
W W
W W
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF EF EF EF EF EF
EFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF EF EF EF EF EF EF EF EF EF EF EF EF
EF
EF
EF
EF
EF
SAN
SAN
SAN
SAN
SAN
SAN
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
SD
CB
W
' 12
12'
8'
10' 10'
5.42'
5.
.2
5' , J
O
IN
TS
E Q
S
PA
C
IN
G
N: 2743578.77 E: 927411.45
N: 2743570.68 E: 927420.32
N: 2743612.67 E: 927588.73
N: 2743617.39 E: 927566.33
N: 2743567.55 E: 927543.36
N: 2743549.64 E: 927557.53
N: 2743670.16 E: 927574.39
N: 2743676.72 E: 927578.34
N: 2743708.66 E: 927706.42
N: 2743716.42 E: 927704.48
N: 2743750.15 E: 927839.76
N: 2743699.29 E: 927852.44
N: 2743636.33 E: 927701.99
N: 2743632.55 E: 927682.10
N: 2743690.41 E: 927548.13
N: 2743765.40 E: 927848.92
N: 2743702.19 E: 927864.08
N: 2743629.28 E: 927563.37
55', JOINTS @ EQ SPACING
310'
' 139.42'
132'
42', JOINTS @ EQ SPACING
12'
TYP.
.4
2' , J
O
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5'
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20'
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10'
8'
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R 6'
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8'
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
SD
2" COPPER
2" COPPER
CB
GATE
EMBANKMENT
TOPOGRAPHY IS
APPROXIMATE
EMBANKMENT
TOPOGRAPHY IS
APPROXIMATE
TOP OF RIPRAP EMBANKMENT
W
EP
14.40
EP
14.30
EP
14.30
EP
14.30
EP
14.30
EP
14.30
EP
14.30
EP
14.30
EP
14.18
EP
14.18
EP
14.18
(14.63) (14.91) (15.69) (16.19) (16.33)
(15.84) (15.07)
(14.53) (13.54) (13.17)
(12.52)
(14.51)
(14.59)(13.70)
(13.82)
(13.83)
(13.57)
(13.42)
EP
13.74
EP
15.08
EP
14.11
EP
13.89 EP
15.23
EP
14.26
EP
14.06
EP
14.21
EP
14.14
EP
14.14
EP
14.31
(14.46)
(15.23) (14.74) (14.93) (13.91)(14.68)
T/C 15.00
T/C 15.00
T/C 15.00
(14.07)
(13.90)
EP
13.96
EP
14.11
EP
14.69
EP
15.03
EP
14.38
EXTENT OF REGRADING, TYP.
MATCH EXISTING GRADE
MATCH EXISTING GRADE
MATCH EXISTING
GRADE
W
EP
14.18
SPOT
14.44
SPOT
14.46
SPOT
14.55
SPOT
14.38
SPOT
15.61
SPOT
14.78
SPOT
14.34
SPOT
14.17
B/C 14.00
B/C 14.00
B/C 14.00
B/C 14.00
T/C 15.00
B/C AT SCUPPER, TYP = 13.96'
B/C MIDWAY BETWEEN SCUPPERS, TYP = 14.00'
14 14
-61.93:1
US Army Corps of Engineers ®
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MIN
TYPE 1 (COMPOST FILTER SOCK)
R U
N O
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A
OVERLAP
TYPE 2 (COMBINATION SILT FENCE/STRAW BALE BACKING)
SEE NOTE 1
JOINT DETAIL
SECTION A-A
RIVER SIDE
DISTURBED SIDE
NOTES:
1. SEDIMENT CONTROL BARRIERS (SCBs) SHALL BE PLACED ALONG THE CONTOUR. EACH END OF
BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES TO MAIN RUN OF
SEDIMENT CONTROL BARRIER. SCBs PLACED AT BOTTOM OF SLOPES SHALL BE AT LEAST 5 FEET
FROM TOE OF SLOPES.
3. BOTTOM OF COMPOST FILTER SOCK SHALL BE IN FULL CONTACT WITH THE GROUND ALONG ITS
ENTIRE LENGTH.
4. THE SCB "PREFABRICATED SILT FENCE WITH STRAW BALE BACKING" SHALL BE USED ALONG THE
TOP OF THE RIVER BANK.
COMPOST
FILTER SOCK
2" X 2" HARDWOOD
STAKE (TYP OF 4 AT
EACH JOINT)
COMPOST
FILTER SOCK
2" x 2" HARD-
WOOD STAKE
9" 10' MAX
18" MIN
2" - 6" COURSE CLEAN
AGGREGATE, 8" THICK
EX
IS
TI
N
G P
AV
ED
R O
AD
W
AY
EXISTING PAVED ROADWAY
PLAN VIEW
SECTION B-B
NOTES:
1. INSTALL TWO TEMPORARY STABILIZED VEHICLE TRACKING PADS PRIOR TO THE START OF ANY
EARTH DISTURBING ACTIVITIES TO INCLUDE CLEARING AND GRUBBING. STABILIZED VEHICLE
TRACKING PADS SHALL NOT BE CONSTRUCTED ON PAVEMENT.
2. VEHICLE TRACKING PADS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PAVED ROADS OR PUBLIC RIGHT-OF-WAYS.
3. ENSURE TRUCK/VEHICLE WHEELS ARE CLEANED OF SEDIMENT/MUD PRIOR TO MOVING ONTO PAVED
ROADS OR PUBLIC RIGHT-OF-WAYS.
R U
N O
FFA
COMPOST
FILTER SOCK
2" X 2" X 48" HARDWOOD
STAKE SPACED AT 10' MAX OC
RUNOFF
SEE NOTE 3
3"
" M
IN
2" X 2" X 48" HARDWOOD
STAKE SPACED AT 10' MAX OC
36" HIGH WOVEN GEOTEXTILE
FABRIC (MIRAFI SILT FENCE OR
APPROVED EQUAL)
SECURLY ANCHOR EACH BALE
WITH (2) 2" X 2" HARDWOOD
STAKES (SPRAY TOP OF EACH
STAKE WITH ORANGE PAINT
STRAW BALE (PLACE IN
SINGLE ROW, TIGHTLY
ABUTTING ADJACENT BALE
EMBED STRAW BALE
4" BELOW GRADE
10' RADIUS (TYP)
PROVIDE TEMPORARY CULVERT
MOUNTABLE BERM
GEOTEXTILE FABRIC
18" DIA HDPE TYPE S
TEMPORARY CULVERT
B B
" M
IN
" M
IN
50' MIN
' M
IN
15.0'
3.0' WIDE CREST 8" HIGH (MIN)
MOUNTABLE BERM
WATER FLOW
FROM PUMP
PLAN VIEW
SECTION C-C
PUMP(S
EE
N O
TE
B
EL
O
W
(SEE NOTE BELOW)
C C
PUMP
DISCHARGE
HOSE
HIGH STRENGTH DOUBLE
STITCHED "J" TYPE SEAMS
ALL AROUND BAG
STRAW BALE
(TYP)
SEWN IN SPOUT
PUMP INTAKE HOSE
BED OF STRAW BALES
LENGTH2' MIN
W
ID
TH
2'
M
IN
(T
YP
STAPLE DETAIL
PLAN VIEW
SIGN DETAIL
SECTION D-D
NOTES:
1. PRIOR TO ANY CONCRETE WORK A CONCRETE WASHOUT CONTAINMENT STRUCTURE SHALL BE
INSTALLED ONSITE WITH A SIGN IN A LOCATION THAT IS EASILY ACCESSIBLE BY CONCRETE TRUCKS.
PREFABRICATED, PORTABLE AND REUSABLE CONCRETE WASHOUT CONTAINERS ARE ACCEPTABLE
IF SPECIFICALLY DESIGNED FOR CONCRETE WASHOUT USE. MULTIPLE CONCRETE WASHOUT
CONTAINMENT STRUCTURES MAY BE REQUIRED.
2. LOCATE CONCRETE WASHOUT CONTAINMENT AREA AT LEAST 100 FEET AWAY FROM
CONSTRUCTION TRAFFIC, OPEN CHANNELS, STORMWATER DRAINAGE INLETS, ENVIRONMENTALLY
SENSITIVE AREAS AND THEIR BUFFER ZONES, SURFACE WATERS, AND ANY OTHER WATER
COURSES.
3. CONCRETE WASHOUT CONTAINMENT STRUCTURE SHALL BE STRUCTURALLY SOUND AND LEAK
FREE, AND OF SUFFICIENT SIZE TO COMPLETELY CONTAIN THE VOLUME OF LIQUID AND SOLIDS
GENERATED FROM CONCRETE WASTE. AT THE END OF CONSTRUCTION, CONCRETE WASHOUT
CONTAINMENT STRUCTURE(S) AND HARDENED CONCRETE SHALL BE REMOVED AND PROPERLY
DISPOSED OF OFFSITE.
4. PLASTIC LINING SHALL BE DOUBLE-LINED, IMPERMEABLE CONTINUOUS 10 MIL (OR THICKER) POLYETHYLENE SHEETING THAT IS UV RESISTANT, FREE OF HOLES, TEARS OR OTHER DEFECTS.
INSTALL LINER ON A PREPARED SMOOTH LEVEL SURFACE THAT IS FREE OF ROCKS OR OTHER
DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE PLASTIC LINER. BALES USED FOR ENCLOSURE
SHALL BE MADE OF STRAW. USE OF HAYBALES IS PROHIBITED.
5. DURING INCLEMENT WEATHER REMOVE LIQUID WASTE OR COVER STRUCTURE TO PREVENT
OVERFLOWS. MAINTAIN RUNOFF DIVERSION AROUND STRUCTURE UNTIL STRUCTURE IS REMOVED.
D D
SIDE WIRE STAPLE (TYP
OF 2 PER STRAW BALE)
STRAW BALE (TYP)
10 MIL PLASTIC LINING
2"X2" WOOD STAKE (TYP
OF 2 PER STRAW BALE)
WITH TOP WIRE STAPLE
(TYP AT EACH STAKE)
LAG SCREW (TYP OF
2 PER WOOD POST)
48" X 24" PLYWOOD
(PAINTED WHITE)
3.5" X 3.5" X 8' WOOD
POST (TYP OF 2)
2"X2" WOOD STAKE (TYP
OF 2 PER STRAW BALE)
WITH TOP WIRE STAPLE
(TYP AT EACH STAKE
STRAW BALE (TYP)
SIDE WIRE STAPLE (TYP
OF 2 PER STRAW BALE)
6" HIGH
BLACK
LETTERS
10 MIL PLASTIC
LINING
NATIVE MATERIAL
(TYP ALONG ALL
4 SIDES)
1 1/8 DIA STEEL
WIRE STAPLE
3' -0
3'
-0
10' MIN
' M
IN
8"
2"
PLAN VIEW
2H:1V MAX
2H:1V
MAX
ELEVATION
NOTES:
1. THE NUMBER OF JOINTS SHOWN ARE SCHEMATIC IN NATURE ONLY. THE REQUIRED NUMBER OF JOINTS SHALL DEPEND ON THE LENGTHS OF COMPOST FILTER SOCK USED. JOINTS SHALL COMPLY
WITH THE "JOINT DETAIL" SHOWN IN DETAIL D1, THIS SHEET.
ELEVATION
PLAN VIEW
TR
EE
D R
IP
L
IN
E
TR
EE
D R
IP
L
IN
E
M
IN
(TYP)
NOTES:
1. INSTALL 4' HIGH TREE PROTECTION FENCE TO FOLLOW THE TREE DRIP LINE; HIGH VISIBLE HIGH-
DENSITY POLYETHYLENE MESH WITH ULTRAVIOLET STABILIZED MIN 2 YEARS
2. AREA WITHIN TREE PROTECTION ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION.
4' 2' M
IN
TREE
SET SIDE WIRE STAPLE
AT 1/2 BALE HEIGHT (TYP)
2"X4" WOOD STAKE (TYP)
TREE PROTECTION FENCE
TREE PROTECTION ZONE
OPENING TO ACCOMODATE
UP TO 4" DISCHARGE HOSE
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE IN PLACE
DEWATERING FILTRATION BAG
CONCRETE
WASHOUT AREA
6' M
AX
2"X4" WOOD
STAKE (TYP)
DEWATERING FILTRATION BAG
WOODEN STAKE
(TYP); DETAIL F1,
THIS SHEET
6"X6" ANCHOR TRENCH
W/ COMPACTED BACKFILL
TEMPORARY
STOCKPILE
8" DIA COMPOST FILTER
SOCK (TYP); SEE DETAIL
F1, THIS SHEET
8" DIA COMPOST FILTER
SOCK (TYP); SEE DETAIL
F1, THIS SHEET
WOODEN STAKE
(TYP);SEE DETAIL
F1, THIS SHEET
PROTECTED
SIDE (TYP)
JOINT (TYP);
SEE NOTE 1
TEMPORARY
STOCKPILE
' M
AX
H
EI
G
H T
E
E
TREE
PROTECTION
FENCE
JOINT (TYP);
SEE NOTE 13'-0" MIN (TYP
ALL AROUND)
' M
AX
H
EI
G
H T
2H:1V MAX
6' M
AX
RUNOFF
PLACE SIGN WITHIN 10
FEET OF STRUCTURE.
SCALE: NTS
STOCKPILE PROTECTION BARRIERA11SCALE: NTS
STABILIZED VEHICLE TRACKING PADA6 SCALE: NTS
CONCRETE WASHOUT AREAA16
SCALE: NTS
TREE PROTECTIONH11
SCALE: NTS
DEWATERING FILTRATION BAGK16
SCALE: NTS
SEDIMENT CONTROL BARRIERG6
NOTES:
1. GEOTEXTILE SHALL BE A BLACK NON-BIODEGRADABLE POLYPROPYLENE WOVEN
MONOFILAMENT FABRIC STABILIZED TO RESIST DEGRADATION DUE TO ULTRAVIOLE LIGHT.
FABRIC SHALL ALSO BE RESISTANT TO SOIL CHEMICALS, MILDEW, AND INSECTS.
2. REQUIRED PROPERTIES: PUNCTURE = 120 LBS; UV RESISTANCE = 80%; APPARENT OPENING SIZE (AOS) = 40 US STD. SIEVE; PERMITTIVITY = 0.05 SEC-1; AND WATER FLOW RATE = 60 GPM/FT.
DRAINAGE STRUCTURE
SEDIMENT FILTRATION SACK
OVERFLOW BYPASS
TRIM OVERHANG AS REQUIRED
DRAINAGE FRAME
5" MAX
DRAINAGE GRATE
SEDIMENT FILTRATION SACK
OVERFLOW BYPASS
RETRIEVAL SYSTEM, TYP.
DRAINAGE GRATE
SCALE: NTS
INLET PROTECTIONA1
1" BITUMINOUS CONCRETE BINDER
COURSE
UNDISTURBED OR
COMPACTED SUBGRADE
APPLY TACK COAT
SCALE: NTS
TEMPORARY ASPHALT PAVEMENT SECTIONG1
1" BITUMINOUS CONCRETE
SURFACE COURSE
4"
4" AGGREGATE BASE
REMOVE TOPSOIL
US Army Corps of Engineers®
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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U
AN
SI
D
AS
N O
TE
D
M
AY
0%
P
AC
KA
G
E
K H
1 1/2" BITUMINOUS CONCRETE
SURFACE COURSE
2" BITUMINOUS CONCRETE BINDER
COURSE
COMPACTED CRUSHED GRAVEL
BASE COURSE, 12" MINIMUM
THICKNESS
UNDISTURBED OR
COMPACTED SUBGRADE
APPLY TACK COAT
NOTES:
1. THIS PAVEMENT SECTION APPLIES TO SIDEWALKS AND CONCRETE PADS.
2. THE PAVEMENT SURFACE SHALL BE BROOM FINISHED TO BE SLIP RESISTANT. BROOM FINISH
SHALL RUN PERPENDICULAR TO THE MAIN PATH OF TRAVEL.
3. CROSS SLOPE SHALL BE AT LEAST 1.5% (MIN) AND NO MORE THAN 2.0% (MAX).
4. PROVIDE TRANSVERSE CONTROL JOINTS AS INDICATED IN THE DRAWINGS (MAXIMUM SPACING 18').
6X6-W1.4XW1.4 WELDED WIRE
FABRIC SET 2" BELOW TOP OF
PAVEMENT
JOINT SEALANT CONCRETE PAVEMENT
A11/C-502
SCALE: NTS
ASPHALT PAVEMENT SECTIONA16
SCALE: NTS
ASPHALT PAVEMENT TIE-IN JOINTD16
SCALE: NTS
CONCRETE PAVEMENTA11SCALE: NTS
CONCRETE EXPANSION JOINTA7
SCALE: NTS
CONCRETE CONTROL JOINTC7
SCALE: NTS
CONC. PAVEMENT AT EX RIGID PAVEMENTD11
SCALE: NTS
CONC. PAVEMENT AT ASPHALT PVMNTG11
SAWCUT ASPHALT 34" WIDE, 1 12"
DEEP AND INSTALL SEALANT.
CLEAN AND DRY SURFACE PRIOR
TO FILLING
ADJACENT FLEXIBLE PAVEMENT
COMPACTED OR UNDISTURBED
SUBGRADE
ADJACENT AGGREGATE BASE, TYP.
SAW CUT FOR JOINT AND APPLY
HOT-MELT RUBBERIZED ASPHALT
SEALANT ALONG JOINT
EXISTING PAVEMENT BASE
UNDISTURBED OR
COMPACTED SUBGRADE
NEW PAVEMENT BASE
MILL 1 1/2" OF EXISTING PAVEMENT
SURFACE 12" BEYOND FULL DEPTH
EXISTING PAVEMENT
NEW PAVEMENT
APPLY TACK COAT ON ALL SAWED
FACES AND MILLED SURFACES
FULL DEPTH SAWCUT
6" MIN THICKNESS CONCRETE
PAVEMENT
COMPACTED CRUSHED GRAVEL
BASE COURSE, 8" MINIMUM
THICKNESS.
UNDISTURBED OR
COMPACTED SUBGRADE
NEW CONCRETE
PAVEMENT
A11/C-502
PREMOLDED JOINT FILLER AND
JOINT SEALANT
ADJACENT RIGID PAVEMENT OR
PAD
COMPACTED OR UNDISTURBED
SUBGRADE
ADJACENT AGGREGATE BASE, TYP.
NEW CONCRETE PAVEMENT
A11/C-502
2"
3 8"
PREMOLDED JOINT
FILLER
SAWN JOINT CONCRETE PAVEMENT
A11/C-502
1"
SCALE: NTS
BICYCLE RACK AND PADA5
SCALE: NTS
TRASH RECEPTACLE AND PADG16
SCALE: NTS
DRINKING FOUNTAIN AND PADL16
SCALE: NTS
WOODEN GUARD RAIL FENCEE7
SCALE: NTS
STONE EMBANKMENT RESTORATIONK11
SEE PLANS
FOR ADJACENT
CONDITIONS
" M
IN
TO
T O
P O
F R
AI
L
E D
G E
O F
E X
IS
TI
N G
P A
V E
D R
O A
D W
A Y
6" MIN
8"X8" PRESSURE TREATED WOOD
POST, 8' O.C. TYP.
4"X10" PRESSURE TREATED
WOOD RAIL
5/8" DIA. GALV. BUTTONHEAD
BOLTS, LENGTH AS REQUIRED.
SECURED WITH WASHERS AND
RECESSED HEX NUT.
HEIGHT OF GUARDRAIL ABOVE
AND BELOW FINISHED GRADE
SHALL BE BASED ON ELEVATION
AT EDGE OF PAVED ROADWAY
2"
1" CHAMFER ON EACH TOP EDGE
30" CLEARANCE FOR ADA ACCESS
6" MIN
6" M
IN
6"
M
IN
ADJACENT CONCRETE
PAVEMENT - A11/C-502
PET FOUNTAIN
WATER BOTTLE FILLING
STATION
ADA ACCESSIBLE DRINKING
FOUNTAIN
FOUNTAIN BASE INSTALLED
PER MANUFACTURER'S
INSTRUCTIONS
CONCRETE PAVEMENT
(A11/C-502), 2% MAX CROSS
SLOPE IN ANY DIRECTION
CONTROL JOINT
ADJACENT CONCRETE
PAVEMENT - A11/C-502
CONTROL JOINT
4'
GOVERNMENT-
FURNISHED,
GOVERNMENT-
INSTALLED TRASH
AND RECYCLING
RECEPTACLE
CONCRETE
PAVEMENT
(A11/C-502), 2%
MAX CROSS
SLOPE IN ANY
DIRECTION
2'
ADJACENT CONCRETE
PAVEMENT - A11/C-502
BICYCLE PARKING RACK TO BE
GOVT-FURNISHED AND
GOVT-INSTALLED
CONCRETE PAVEMENT
(A11/C-502), 2% MAX CROSS
SLOPE IN ANY DIRECTION
EXPANSION JOINT
EL. 3.0'
3'
1'-6"
2'
EXISTING SHEET PILES
PROPOSED SHEET PILES
SALVAGED STONE PROTECTION
NEW STONE BEDDING
REMOVE ARMOR STONE AS REQUIRED TO INSTALL PROPOSED
SHEETS. RESTORE TO EDGE OF NEW SHEET PILING WITH
SALVAGED STONE AND NEW BEDDING STONE.
EXISTING
CHANNEL
BOTTOM
16'
NOTES
1. REFER TO INFORMATIONAL DRAWING CAP-68 FOR EXISTING STONE BEDDING MATERIAL AND…
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