B08_Attachment_01_CACO_227735_CD_FINAL_Drawings_0001.pdf

SITE

LOCATION

C

H

E

Q

U

E

S

S

E

T

N

E

C

K

R

D

H

E

R

R

I

G

I

V

E

R

WELLFLEET

HARBOR

SITE

LOCATION

G

R

I F

F

I

S

I

L

A

O

A

D

D

U

H

A

R

B

A

D

M

I L L

C

R

E E

K

O

L

E

Q

U

E

S

S

E

SHEET INDEX

SHEET SUB SHEET TITLE OF SHEET

1 GI-001 COVER SHEET

2 CN-001

GENERAL NOTES, LEGEND, AND INDEX PLAN

3-5 CS-101 - CS-103 EXISTING CONDITIONS PLAN NO. 1-3

6-8 CS-104 - CS-106 SITE PREPARATION PLAN NO. 1-3

9-11 CS-107 - CS-109 PROPOSED CONDITIONS PLAN NO. 1-3

12 ME-101

TIDAL CHANNEL DRAINAGE IMPROVEMENTS EXISTING

CONDITIONS PLAN

13 ME-102

TIDAL CHANNEL DRAINAGE IMPROVEMENTS PROPOSED

CONDITIONS PLAN

14-16 LP-101 - LP-103 RESTORATION PLAN NO. 1-3

17-19 CP-101 - CP-103 CONSTRUCTION SEQUENCE & WATER CONTROL PLAN NO. 1-3

20 CX-501 ACCESS DRIVE PROFILE

21-24 CX-502 - CX-505 ACCESS DRIVE SECTIONS SHEET NO. 1-4

25 CX-506

CONCRETE WATER CONTROL STRUCTURE WEST SIDE

PROFILE

26 CX-507

CONCRETE WATER CONTROL STRUCTURE EAST SIDE

PROFILE

27 CX-508 CONCRETE WATER CONTROL STRUCTURE SECTIONS

28 CX-509

TIDAL CHANNEL DRAINAGE IMPROVEMENTS SECTIONS

AND PROFILE

29-30 CD-501 - CD-502 CONSTRUCTION DETAILS

31 CD-503 EROSION AND SEDIMENTATION CONTROL DETAILS

32 EA-001 GATE POWER/CONTROL UTILITY SITE PLAN

33 EA-002 ELECTRICAL DETAILS

34 SA-001

WATER CONTROL STRUCTURE PLAN, ELEVATION AND

GENERAL NOTES

35 SA-002

WATER CONTROL STRUCTURE, ELEVATION, SECTIONS AND

DETAILS

36-37 SA-003 - SA-004 WATER CONTROL STRUCTURE DETAILS

38-40 SA-005 - SA-007 CATWALK DETAILS

MILL CREEK WATER CONTROL STRUCTURE AND DRAINAGE IMPROVEMENTS

C

S

C

S

C

MILL

CREEK

CHEQUESSETT

YACHT AND

COUNTRY CLUB

O

E

Q

U

E

S

S

E

T

T

H

E

R

R

I

N

G

R

I

V

E

R

DRIVE

H E

R R

I N

G

R I V

E R

EBB

FLOW

TIDAL

FLOW

WATER CONTROL

STRUCTURE

BENCHMARK

41.9330550°

-70.0571432°

N

E

A

C

C

E

S

S

CS-101,CS-104,

CS-107, & RC-101

C

S

C

S

C

S

C

M

E

M

CS-110

EXISTING LEGEND

1. PROJECT LOCATION AREA:

MILL CREEK AT OLD CHEQUESSETT NECK ROAD

ASSESSOR MAP NOs. 12 AND 19

PARCEL NOs. 19-6, 19-603, AND PORTION OF OLD CHEQUESSET NECK ROAD RIGHT-OF-WAY

WELLFLEET, MASSACHUSETTS

2. EXISTING SITE CONDITIONS INCLUDING SITE FEATURES, WETLAND FLAGGING, AND TOPOGRAPHICAL INFORMATION WITHIN THE IMMEDIATE PROJECT

AREA ARE BASED UPON LIDAR DATA AND ON-GROUND SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON MULTIPLE DATES BETWEEN

NOVEMBER 2015 THROUGH MAY 2016. APPROXIMATE LIMIT OF GROUND SURVEY IS SHOWN ON EXISTING CONDITIONS PLANS.

3. ALL SURVEY ELEVATIONS DEPICTED HEREON ARE IN ENGLISH UNITS (FEET) AND REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), UNLESS OTHERWISE NOTED. THE COORDINATE SYSTEM UTILIZED IS NAD83, MASSACHUSETTS STATE PLANE, MAINLAND ZONE, UNITED STATES FOOT.

4. SURVEY BENCHMARKS:

· DISK IN CONCRETE BOUND EAST OF MILL CREEK NEAR THE PROPOSED OUTLET STRUCTURE - EL. 3.88FT.

· CONCRETE BOUND FOUND WEST OF MILL CREEK - EL. 21.71FT. THE BENCH MARK WAS ESTABLISHED BY LEICA RX 1250 TC GPS RTK.

5. PROPERTY BOUNDARIES SHOWN HEREIN WERE OBTAINED FROM MASSGIS PROPERTY LINE DATABASES, ARE NOT TO BE CONSTRUED AS AN ACCURATE

BOUNDARY SURVEY, AND ARE SUBJECT TO SUCH CHANGES AS AN ACCURATE BOUNDARY SURVEY MAY DISCLOSE.

6. FLOOD ZONE INFORMATION:

THE PROJECT IS LOCATED IN FLOOD ZONE AE-13 (BASE FLOOD ELEVATION = 13.0 FEET, NAVD88) AS REFLECTED IN FLOOD INSURANCE RATE MAP (FIRM)

NO.250010C241J FOR BARNSTABLE COUNTY DATED JULY 16, 2014.

7. NO EXISTING STRUCTURES OR MOORINGS ARE PRESENT IN WATERS ADJACENT TO THE PROPOSED PROJECT AREA.

8. ENVIRONMENTAL INFORMATION:

· EXISTING TIDAL ELEVATIONS WERE OBTAINED FROM A REPORT ENTITLED "HERRING RIVER HYDRODYNAMIC MODELING, FINAL COMPREHENSIVE

REPORT," PREPARED BY THE WOODS HOLE GROUP, AND DATED JUNE 2012.

· ALL OR PORTIONS OF THE SITE ARE WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN).

· ALL OR PORTIONS OF THE SITE ARE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER MASS GIS OLIVER AUGUST 1, 2021 "ESTIMATED

HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).

· WETLAND RESOURCE AREAS LOCATED OUTSIDE OF THE LIMIT OF SURVEY ARE BASED ON NATIONAL WETLANDS INVENTORY SHAPEFILES OPTAINED

FROM MASSGIS OLIVER.

· COASTAL BANK WITHIN THE PROJECT AREA HAS BEEN DELINEATED BASED TOP OF COASTAL BANK LINES OBTAINED FROM ESS GROUP,INC.

· SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER MASS GIS OLIVER "CERTIFIED VERNAL POOLS."

· THE SITE IS WITHIN A PRIORITY HABITAT PER MASS GIS OLIVER AUGUST 1, 2021 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE

MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10).

· THE SITE IS NOT WITHIN A GROUND WATER RECHARGE PROTECTION AREA.

· MILL CREEK IS CONSIDERED A TIER 2.5 (OUTSTANDING RESOURCE WATER) WATER.

SURVEY NOTES, MAP NOTES, AND EXISTING CONDITION REFERENCES

LIMIT OF TOPOGRAPHIC GROUND

SURVEY

PROPERTY BOUNDARY

CAPE COD NATIONAL SEASHORE

BOUNDARY AND AREA OF CRITICAL

ENVIRONMENTAL CONCERN

EDGE OF CHANNEL/BANK

HIGH TIDE LINE

APPROX. MEAN HIGH WATER

BOUNDARY

APPROX. MEAN LOW WATER

BOUNDARY

FEMA 100-YEAR FLOODPLAIN

BOUNDARY

WETLAND FLAG / COASTAL WETLAND

CONTOUR (LIDAR)

CONTOUR (GROUND SURVEY)

SPOT ELEVATION (GROUND SURVEY)

SPOT ELEVATION (LIDAR)

EDGE OF PAVEMENT

EDGE OF EXISTING GRAVEL DRIVE

OR PATH

TREE LINE

EDGE OF WATER

ESTIMATED HABITAT OF RARE

WILDLIFE

50 FT FILTER STRIP

100 FT BUFFER ZONE

200 FT RIVERFRONT AREA

CONCRETE BOUND FOUND

BORING LOCATION

EXISTING STONE ARMOR

GENERAL CONSTRUCTION AND COORDINATION NOTES

1. VERIFY THE LOCATIONS OF EXISTING STRUCTURES AND THE PROPOSED LAYOUT OF THE DIKE IN ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE

CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER

OF ANY DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH THE WORK.

2. OBTAIN FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK MEASUREMENTS BEFORE CONSTRUCTING EACH WORK ITEM.

WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD

MEASUREMENTS BEFORE FABRICATION. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK.

3. ESTABLISH BENCHMARKS AND CONTROL POINTS IN ADDITION TO THOSE INDICATED TO SET LINES, GRADES, AND LEVELS AT EACH STAGE OF

CONSTRUCTION. LOCATE THE WORK AND COMPONENTS OF THE WORK ACCURATELY, IN CORRECT ALIGNMENT AND ELEVATION, AS INDICATED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, SIGNS, CURBS, ETC., THAT MUST BE

CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

5. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLING MATERIALS AND PRODUCTS.

6. INSTALL PRODUCTS AT THE TIME AND UNDER CONDITIONS THAT WILL ENSURE THE BEST POSSIBLE RESULTS. MAINTAIN CONDITIONS REQUIRED FOR

PRODUCT PERFORMANCE UNTIL SUBSTANTIAL COMPLETION.

7. CONDUCT CONSTRUCTION OPERATIONS SO NO PART OF THE WORK IS SUBJECTED TO DAMAGING OPERATIONS OR LOADING IN EXCESS OF THAT

EXPECTED DURING NORMAL POST-CONSTRUCTION CONDITIONS.

8. ALIGNMENT OF EXISTING TIDAL CHANNEL BASELINE IS APPROXIMATE AND DEPICTED AS SHOWN HEREON BASED ON AVAILABLE MASSGIS AND NPS DATA.

ACTUAL CHANNEL ALIGNMENT AND EXTENTS SHALL BE FIELD VERIFIED, MAPPED AND THE LOCATIONS/LIMITS OF TEMPORARY AND PROPOSED WORK

AREAS ADJUSTED AS APPROPRIATE AND REVIEWED/APPROVED BY NPS PRIOR TO ANY PROJECT FIELD ACTIVITIES BETWEEN CHANNEL STA. 0+00 AND

10+25.

9. USE PRODUCTS, CLEANERS, AND INSTALLATION MATERIALS THAT ARE NOT CONSIDERED HAZARDOUS.

10. CONTRACTOR SHALL USE SOYBEAN BASED HYDRAULIC FLUID IN ALL HEAVY EQUIPMENT TO BE USED ON-SITE.

11. VEHICLE STORAGE AND FUELING SHALL BE PERFORMED AT LEAST 50' OUTSIDE THE CREEK CHANNEL AND ONLY IN THE DESIGNATED AREAS SUCH THAT

THERE WILL BE NO CONTAMINATION OF SOIL, GROUNDWATER OR SURFACE WATER FROM SPILLS OR LEAKS. CONTRACTOR SHALL CHECK EQUIPMENT

FOR LEAKS AT THE END OF EACH WORK DAY AND PROMPTLY FIX ANY LEAKS THAT SHOULD OCCUR.

12. CONTRACTOR AGREES THAT IT ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION

OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED

TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONTRACTING OFFICER AND GOVERNMENT

HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.

13. PRIOR TO CONSTRUCTION, ACCESS AND CONSTRUCTION EASEMENTS, LICENSE OR PERMIT MUST BE GRANTED BY PROPERTY OWNERS WHERE ACCESS

AND CONSTRUCTION (INCLUDING STORAGE/STAGING) WILL BE REQUIRED.

14. THE MASSDOT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 2023 (MARCH 31, 2023) ENGLISH EDITION, THE LATEST SUPPLEMENTAL

SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, THE STANDARD SPECIAL PROVISIONS CONTAINED IN THE CONTRACT, AND THE 2014 CONSTRUCTION

STANDARD DETAILS AND THE CONSTRUCTION AND TRAFFIC STANDARD DETAILS DATED APRIL 2003 ARE MADE A PART HEREOF, AS IF ATTACHED HERETO

15. THE CONTRACTOR SHALL PERFORM PERIODIC SURVEYS OF AREAS CONTAINED BY TEMPORARY COFFERDAMS WILL BE PERFORMED, AT LEAST ONCE

EVERY TWO DAYS, TO IDENTIFY STRANDED OR TRAPPED AQUATIC OR AMPHIBIAN SPECIES AND RETURN SUCH SPECIES TO THE ADJACENT WETLANDS. A

SURVEY WILL BE COMPLETED AFTER ANY DRAWDOWN WITHIN THE COFFERDAMED AREA TO IDENTIFY STRANDED OR TRAPPED AQUATIC OR AMPHIBIAN

SPECIES AND RETURN SUCH SPECIES TO THE ADJACENT WETLANDS.

16. ALL WORK WITHIN THE CREEK, INCLUDING THE INSTALLATION OF THE TEMPORARY COFFERDAM SHALL BE IN ACCORDANCE WITH AUTHORIZED

SEASONAL PERIOD(S) REQUIRED UNDER MADEP AND/OR OTHER FEDERAL AGENCY PERMIT AUTHORIZATIONS.

17. THE CONTRACTOR SHALL NOT ENCROACH BEYOND THE LIMIT OF DISTURBANCE AT THE ENTRANCE DRIVE AS IT IS OWNED BY OTHERS AND NOT

FEDERAL LAND. THE CONTRACTOR SHALL CLEARLY MARK THE PARK BOUNDARY AND PROPERTY LINES OF OTHERS.

WORK AREA MAINTENANCE NOTES:

1. CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS. MAINTAIN PROJECT SITE FREE OF WASTE MATERIALS AND DEBRIS.

DISPOSE OF MATERIALS LAWFULLY OFF-SITE.

2. CLEAN AREAS WHERE WORK IS IN PROGRESS TO THE LEVEL OF CLEANLINESS NECESSARY FOR PROPER EXECUTION OF THE WORK.

A. REMOVE LIQUID SPILLS PROMPTLY.

B. APPLY WATER AS NEEDED TO CONTROL DUST.

3. BURYING OR BURNING WASTE MATERIALS ON-SITE WILL NOT BE PERMITTED. WASHING WASTE MATERIALS INTO WETLANDS AND WATERWAYS WILL NOT

BE PERMITTED.

4. DURING HANDLING AND INSTALLATION, CLEAN AND PROTECT CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS ALREADY IN PLACE. APPLY

PROTECTIVE COVERING WHERE REQUIRED TO ENSURE PROTECTION FROM DAMAGE OR DETERIORATION AT SUBSTANTIAL COMPLETION.

5. LIMITING EXPOSURES: SUPERVISE CONSTRUCTION OPERATIONS TO ASSURE THAT NO PART OF THE CONSTRUCTION, COMPLETED OR IN PROGRESS, IS

SUBJECT TO HARMFUL, DANGEROUS, DAMAGING, OR OTHERWISE DELETERIOUS EXPOSURE DURING THE CONSTRUCTION PERIOD.

CONTROL OF WATER AND PROTECTION OF WORK NOTES

1. THE WORK AND SITE SHALL BE PROTECTED AT ALL TIMES UNTIL FINAL ACCEPTANCE BY THE CONTRACTING OFFICER. CARE SHALL BE EXERCISED WHILE

OPERATING EQUIPMENT ON AND ADJACENT TO THE WORK AREA. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THE UTILIZED EQUIPMENT DOES NOT

CAUSE DAMAGE TO CONSTRUCTED OR EXISTING FEATURES.

2. SURFACE WATER DEWATERING AND WATER CONTROL ACTIVITIES ARE REGULATED BY STATE LAW AND LOCAL ORDINANCE. ALL WORK SHALL COMPLY WITH THE

FOLLOWING CRITERIA AND OTHER PERMIT CONDITIONS TO AVOID OR MINIMIZE IMPACTS TO OFF-SITE AREAS.

3. ACCESS TO VARIOUS PORTIONS OF THE SITE SHALL BE UNDERTAKEN IN SUCH A MANNER THAT THE WORK AND SITE ARE PROTECTED AT ALL TIMES. ACCESS

WAYS SHALL BE CONSTRUCTED, MAINTAINED, AND PROTECTED WITH TEMPORARY COFFERDAM(S), WATER BYPASS CONVEYANCES AND EROSION AND SEDIMENT

CONTROLS TO PREVENT DAMAGE FROM EROSION DURING MAJOR STORM EVENTS.

4. PLACEMENT AND COMPACTION OF FILL MATERIALS SHALL BE COMPLETED IN SUCH A MANNER THAT THE WORK IS PROTECTED FROM DAMAGE AT ALL TIMES.

5. BACKFILL OPERATIONS SHALL PROCEED TO RAISE THE GROUND SURFACE UNIFORMLY AND SHAPED TO PROVIDE POSITIVE DRAINAGE AT ALL TIMES. CONSTRUCT

AND MAINTAIN ON THE SITE, ALL DITCHES AND CHANNELS NECESSARY TO KEEP THE SITE IN A DRY AND WORKABLE CONDITION. WHERE WATER IS FLOWING OR

OTHERWISE INFILTRATING INTO AN EXCAVATION, PROVIDE FOR PUMPING AND OTHER DRAINAGE FACILITIES, INCLUDING EROSION AND SEDIMENT CONTROLS, TO

DIVERT WATER FROM SUCH EXCAVATION.

6. TEMPORARY COFFERDAM AND WATER BYPASS CONVEYANCE SYSTEMS AND MEASURES TO DISCHARGE CHANNEL FLOW THROUGH THE SITE SHALL BE INSTALLED, OPERATED, MAINTAINED AND REMOVED IN SUCH MANNERS TO PROTECT THE WORK AND EXISTING FEATURES FROM DAMAGE AT ALL TIMES UNTIL FINAL

ACCEPTANCE BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL DESIGN AND MAINTENANCE OF ALL TEMPORARY

COFFERDAM AND WATER BY-PASS CONVEYANCE SYSTEMS.

7. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING OF AREAS OF EXPOSED SUBGRADE, UNDERCUTTING OF

FOOTINGS AND SOIL CHANGES DETRIMENTAL TO STABILITY OF SUBGRADES, FOUNDATIONS AND STRUCTURES.

8. THE TEMPORARY WATER CONTROL SYSTEM (INCLUDING COFFERDAMMING AND BY-PASS STRUCTURES) MUST BE MAINTAINED TO ALLOW A DRY WORKING

CONDITION (NO SEDIMENT PLUME) IN THE WATERCOURSE. PROVIDE AND MAINTAIN PUMPS, WELL POINTS, SUMPS, SUCTION AND DISCHARGE LINES, AND OTHER

DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY WATER AWAY FROM EXCAVATIONS. UTILIZE COFFERDAMS, TEMPORARY PIPE CULVERTS WITH

OTHER EROSION AND SEDIMENT CONTROLS AS NECESSARY TO MINIMIZE THE POTENTIAL FOR EROSION IN WORK AREAS. SOIL DISTURBANCE WITHIN THE

WATERCOURSE MUST TEMPORARILY CEASE IN THE EVENT OF ANY ABNORMALLY HIGH STORMWATER RUNOFF OR TIDAL SURCHARGE EVENT IF A DRY WORKING

CONDITION CANNOT BE MAINTAINED (NO SEDIMENT PLUME) BY USE OF WATER PUMPS OR OTHER MEANS.

9. PUMP DISCHARGES FROM LOCALIZED TRENCH/FOOTING EXCAVATIONS SHALL BE MANAGED SUCH THAT THESE DO NOT CAUSE EROSION OF SOILS. FOR EXAMPLE, PUMP INTAKES SHALL BE FLOATED TO MINIMIZE SEDIMENTATION. ADDITIONALLY, PUMPED WATER SHALL BE DISCHARGED INTO CONSTRUCTED DEWATERING

AREAS (AS REFLECTED HEREIN), CONSISTING OF FILTER BAGS SURROUNDED BY A TIGHT ENCLOSURE OF CRUSHED STONE AND PORTABLE CONCRETE BARRIERS, IN ORDER TO PROPERLY FILTER TURBID WATER PRIOR TO ITS RETURN TO THE WATERCOURSE. STONE ARMOR PROTECTION SHALL BE INSTALLED AS REQUIRED

AT THE DISCHARGE OF THE DEWATERING AREA TO AVOID SCOUR OR SUSPENSION OF SOIL AT THE DISCHARGE. WATER SHALL NOT BE DISCHARGED ONTO FILL

OR BACKFILL AREAS OR FOUNDATIONS. WATER SHALL ONLY BE ALLOWED TO DISCHARGE DIRECTLY INTO THE WATERCOURSE AFTER EMERGING CLEAR WITHOUT

ANY SUSPENDED SEDIMENT OR SILT.

10. PROTECT CONSTRUCTED WORK ON THE SITE DURING FLOOD CONDITIONS IN ACCORDANCE WITH THE PROJECT'S FINAL APPROVED FLOOD CONTINGENCY PLAN

PREPARED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.

11. CONSTRUCT TEMPORARY COFFERDAM(S) AND WATER DIVERSION STRUCTURE(S) OF MATERIALS THAT CAN BE COMPLETELY REMOVED FROM THE CREEK UPON

COMPLETION OF CONSTRUCTION. ALL TEMPORARY COFFERDAM AND WATER BYPASS/CONVEYANCE STRUCTURES AND PRODUCTS SHALL BE COMPLETELY

REMOVED FROM THE SITE. REMOVAL OF THE TEMPORARY COFFERDAM(S) SHALL BE CONDUCTED IN A CONTROLLED MANNER.

SALT MARSH

LAND UNDER OCEAN

BORDERING VEGETATED

WETLAND

EROSION AND SEDIMENT CONTROL NOTES

1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN OR AS

REQUIRED BY SITE CONDITIONS. ALL EROSION AND SEDIMENT CONTROL DEVICES WILL BE MAINTAINED THROUGHOUT CONSTRUCTION.

2. ALL STOCKPILES OF SOIL/SEDIMENT, WHETHER WITHIN THE PROJECT SITE OR AT OFF-SITE STAGING AREAS, SHALL BE COVERED BY SECURED 6-MIL POLY

(PLASTIC) SHEETING WHEN NOT ACTIVELY IN USE. WHERE MULTIPLE SHEETS ARE REQUIRED TO COVER A STOCKPILE, SHEETS SHALL BE OVERLAPPED A MINIMUM

OF 3-FEET AND OVERLAP SEAMS SECURED BY SANDBAGS OR OTHER MEANS ACCEPTABLE TO THE CONTRACTING OFFICER.

3. DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW AND LOCAL ORDINANCE. ALL WORK SHALL COMPLY WITH THE FOLLOWING CRITERIA AND OTHER

PERMIT CONDITIONS TO PREVENT OR MINIMIZE SOIL EROSION AND SEDIMENTATION TO OFF-SITE AREAS.

4. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF THE "MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND

SUBURBAN AREAS" IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THE PLANS. ALL EROSION AND SEDIMENT CONTROL MEASURES OR

WORKS AND REHABILITATION MEASURES MUST CONFORM TO OR EXCEED THE SPECIFICATIONS OR STANDARDS SET OUT IN THIS HANDBOOK.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, MAINTENANCE, AND/OR REPLACEMENT OF ALL TEMPORARY EROSION AND

SEDIMENT CONTROL DEVICES SHOWN ON THESE PLANS TO ENSURE PROPER OPERATION THROUGHOUT THE LIFE OF THE PROJECT. THE CONTRACTOR IS

RESPONSIBLE FOR MAINTENANCE OF PERMANENT MEASURES UNTIL CONSTRUCTION OF THE PROJECT IS COMPLETED OR UNTIL IT IS ACCEPTED BY THE

CONTRACTING OFFICER. REMOVE EROSION AND SEDIMENT CONTROLS AFTER STABLE VEGETATIVE GROWTH IS ESTABLISHED.

6. THE CONTRACTOR SHALL INSPECT EROSION AND SEDIMENT CONTROL DEVICES AT THE END OF EACH WORKING DAY, AFTER EACH STORM EVENT, AND AT LEAST

DAILY DURING PROLONGED RAINFALL. CLEAN OUT ACCUMULATED SEDIMENT BEHIND CONTROLS. REPAIR OR REPLACE PROMPTLY. REMOVE ACCUMULATED

SEDIMENT FROM BEHIND PERIMETER CONTROLS WHEN ONE-HALF OF THE ORIGINAL HEIGHT OF THE CONTROLS BECOME FILLED WITH SEDIMENT. DISPOSE OF

REMOVED SEDIMENT IN ON-SITE FILL AREAS OR LAWFULLY OFF-SITE.

7. TREES AND OTHER EXISTING VEGETATION NOT WITHIN THE LIMITS OF DISTURBANCE SHALL BE PROTECTED FROM DAMAGE. VEGETATED AREAS AND/OR TREES

DAMAGED THAT ARE NOT PLANNED FOR REMOVAL SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER.

8. TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED FOR ANY DISTURBED AREAS THAT HAVE NOT YET REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED, UNLESS THE ACTIVITY IS TO RESUME

WITHIN TWENTY-ONE (21) DAYS.

9. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED TO ALL DISTURBED AREAS THAT HAVE REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT

MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS PERMANENTLY CEASED. PERMANENT VEGETATIVE COVER SEED

MIXTURES AND APPLICATION RATES SHALL BE IN ACCORDANCE WITH THE REVEGETATION PLANS. TREES, SHRUBS, PLUG PLANTINGS, AND POTTED PLANTINGS

SHALL BE IN ACCORDANCE WITH THE REVEGETATION PLANS AND SHALL BE INSTALLED BASED ON SEASONAL AVAILABILITY AND VIABILITY, AS RECOMMENDED BY

THE NURSERY PROVIDING PLANT STOCK. ALL PLANTINGS AND SEED SHALL BE COVERED BY A ONE-YEAR WARRANTY PERIOD; RESEEDING/RE-PLANTING SHALL BE

COMPLETED TO ENSURE STABLE VEGETATIVE COVER IS ESTABLISHED OVER ALL DISTURBED AREA.

10. IF PERMANENT SEEDING CANNOT BE COMPLETED IMMEDIATELY OR WITHIN THE RECOMMENDED SEEDING DATES, TEMPORARY BIODEGRADABLE EROSION

CONTROL BLANKETING (CONTAINING NO PLASTIC COMPONENTS) OR WEED-FREE STRAW MULCH SHALL BE SPREAD/INSTALLED OVER ALL DISTURBED AREAS TO

PROTECT THE SITE UNTIL ARRIVAL OF THE NEXT RECOMMENDED SEEDING PERIOD. STRAW MULCHING /BLANKETING SHOULD BE PERFORMED AS SOON AS

POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED UNLESS THE ACTIVITY IS TO

RESUME WITHIN TWENTY-ONE (21) DAYS.

11. TEMPORARY EROSION CONTROL BLANKETING MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAINSTORMS, TO CHECK FOR RILL EROSION. WHERE

EROSION IS OBSERVED, ADDITIONAL STRAW MULCH MUST BE APPLIED OR BLANKETING REPAIRED OR REPLACED. INSPECTIONS SHALL TAKE PLACE UNTIL

VEGETATION IS THOROUGHLY ESTABLISHED.

12. GOOD HOUSEKEEPING: THE PROJECT SITE SHALL PROVIDE FOR THE MINIMIZATION OF EXPOSURE OF CONSTRUCTION DEBRIS (INCLUDING, BUT NOT LIMITED TO, WIRING, CANS, SOLVENTS, ETC.) TO PRECIPITATION BY MEANS OF DISPOSAL AND/OR PROPER SHELTER OR COVER. CONSTRUCTION WASTE MUST BE PROPERLY

DISPOSED OF IN ORDER TO AVOID EXPOSURE TO PRECIPITATION AT THE END OF EACH WORKING DAY.

13. STORAGE AND DISPOSAL: MATERIALS WHICH COULD BE A POTENTIAL SOURCE OF STORMWATER POLLUTION SUCH AS GASOLINE, DIESEL FUEL, HYDRAULIC OIL, ETC., WILL BE STORED AT THE END OF EACH DAY IN A LOCKED STORAGE TRAILER OR COVERED LOCATION AND TAKEN OFF-SITE AND PROPERLY DISPOSED OF.

ALL TYPES OF WASTE GENERATED AT THIS SITE WILL BE DISPOSED OF IN A MANNER CONSISTENT WITH STATE LAW AND/OR REGULATIONS.

14. SPILL/LEAK PROTECTION AND RESPONSE: FUEL VEHICLES AND EQUIPMENT AWAY FROM THE WETLAND AND DRAINAGE SYSTEM AND PREVENT CONTAMINATION

OF SOIL, GROUNDWATER OR SURFACE WATER FROM SPILLS OR LEAKS.. DEPLOY BOOMS AND OTHER CONTAINMENT/CLEANUP MEASURES IN THE EVENT OF A

SPILL OR LEAK. NOTIFY LOCAL FIRE DEPT. AND DEP IMMEDIATELY OF ANY SPILLS.

15. DEWATERING CONSTRUCTION: DEWATERING SHALL BE IN ACCORDANCE WITH THE "MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN

AND SUBURBAN AREAS" AND THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT.

16. TRACKING AND DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ADJACENT ROADS WHERE CONSTRUCTION VEHICLES HAVE TRACKED

SEDIMENT FROM THE PROJECT, CONTROL DUST, AND TAKE ALL NECESSARY MEASURES TO ENSURE THAT THE SITE AND ALL ADJACENT ROADS BE MAINTAINED IN

A MUD- AND DUST-FREE CONDITION AT ALL TIMES THROUGHOUT THE LIFE OF THE CONTRACT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO

THE SURROUNDING ROADWAYS MUST BE REMOVED IMMEDIATELY. DUST CONTROL MAY INCLUDE APPLICATION OF CONTROLLED AMOUNTS OF WATER ONTO

AFFECTED AREAS OR OTHER CONTROL MEASURES, EXCLUDING CALCIUM CHLORIDE, APPROVED BY THE ENGINEER.

ABBREVIATIONS

GENERAL

ACB ARTICULATED CONCRETE BLOCK

MATTING

APPROX. APPROXIMATE

BL BASELINE

BM BENCHMARK

BO BY OTHERS

BOS BOTTOM OF SLOPE

CC CEMENT CONCRETE

CEM CEMENT

CL CENTERLINE

CONC CONCRETE

CONST CONSTRUCTION

INDEX PLAN

EXISTING UTILITY NOTES

1. THE CONTRACTOR SHALL CONTACT DIG SAFE (811) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 3 BUSINESS DAYS PRIOR TO THE

START OF CONSTRUCTION. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE

CONTRACTOR'S FAILURE TO LOCATE EXISTING UNDERGROUND INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN

INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.

2. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER

CONSTRUCTION AFFECTING THE WORK. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ANY EXISTING UTILITIES SUFFICIENTLY

AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT ITS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.

3. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS, AS DETERMINED BY THE CONTRACTING OFFICER HAVE BEEN CORRECTED.

VEGETATED ARTICULATED

CONCRETE BLOCK

MATTING (ACB)

VEGETATED STONE ARMOR

DIA DIAMETER

ELEV (or EL.) ELEVATION

EXIST (or EX) EXISTING

INV INVERT

LT LEFT

MAX MAXIMUM

MSE MECHANICALLY STABILIZED EARTH

NO. NUMBER

PROJ PROJECT

PROP PROPOSED

R&D REMOVE AND DISPOSE

REM REMOVE

GRAVEL ACCESS DRIVE

RETAIN RETAIN

RET WALL RETAINING WALL

RT RIGHT

STA STATION

TEMP TEMPORARY

TOS TOP OF SLOPE

TYP TYPICAL

UP UTILITY POLE

VAR VARIES

VERT VERTICAL

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE, LIMIT OF

CLEARING AND BIODEGRADABLE

WATTLE

PROPOSED CONTOUR

TEMPORARY COFFERDAM

TIDAL CHANNEL DREDGING

BIODEGRADABLE WATTLE

PRECAST MODULAR BLOCK

RETAINING WALL

STEEL-BACKED TIMBER GUARDRAIL

SHEETING PILE

PROPOSED LEGEND

EXCAVATE REMNANT

EARTHEN DIKE

RESTORATION TYPE 1

RESTORATION TYPE 2

RESTORATION TYPE 3

CONSTRUCTION ENTRANCE

STAGING AREA

RESTORATION TYPE 4

COASTAL BANK

SEDIMENT-FILLED STONE ARMOR

F i l e

P a t h

J D

W G

P

A

C i v i l P l a n

A

G

E N d w g y o u t

C

N o t t e d

W e d

M a y

U s e r s i r o n s

INVASIVE SPECIES CONTROL

1. INVASIVE SPECIES REFERRED TO BELOW SHALL INCLUDE, BUT NOT BE LIMITED TO PHRAGMITES AUSTRALIS, WHICH IS KNOWN TO BE PRESENT IN

PORTIONS OF THE PROJECT SITE.

2. TO PREVENT THE ACCIDENTAL INTRODUCTION OF INVASIVE PLANTS DURING CONSTRUCTION OR MAINTENANCE ACTIVITIES, CLEAN ALL HEAVY EQUIPMENT

INVOLVED IN EARTHWORK OR CONSTRUCTION TO REMOVE PLANTS, SEEDS AND PROPAGULES THAT MAY BE ATTACHED TO EQUIPMENT PRIOR TO

DELIVERY TO THE SITE. EQUIPMENT WILL BE INSPECTED BY THE CONTRACTING OFFICER FOR SOURCES OF INVASIVE PLANTS OR INSECTS AND IF ANY ARE

FOUND, EQUIPMENT WILL NOT BE ALLOWED ON THE SITE UNTIL CLEANED AND ACCEPTED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL

PROVIDE AT LEAST FIVE (5) DAYS ADVANCE NOTICE TO THE CONTRACTING OFFICER PRIOR TO DELIVERY OF ANY/ALL HEAVY EQUIPMENT TO ALLOW FOR

SCHEDULING OF INSPECTIONS.

3. IF HEAVY EQUIPMENT IS USED ON A PORTION OF THE PROJECT SITE WHERE INVASIVE SPECIES ARE KNOWN TO EXIST, CONDUCT THIS PORTION OF THE

WORK LAST, IF FEASIBLE, OR CLEAN THE EQUIPMENT PRIOR TO USE ON ANY OTHER PORTION OF THE SITE THAT IS KNOWN TO BE FREE OF INVASIVE

PLANTS.

4. CLEANING SHALL CONSIST OF PRESSURE WASHING OR USING PHYSICAL MEANS AND HAND TOOLS, SUCH AS BRUSHES, BROOMS, RAKES OR SHOVELS, ON

ALL WHEEL, TRACK AND BUCKET/BLADE COMPONENTS TO ADEQUATELY REMOVE ALL VISIBLE DIRT AND PLANT DEBRIS. IF WATER IS USED, CONTAIN AND

FILTER THE WATER/SLURRY TO RESTRICT INTRODUCTION OF INVASIVE PLANTS, SEEDS, AND PROPAGULES INTO THE PROJECT OR OFF SITE THROUGH

FUTURE SURPLUS MATERIAL DISPOSAL.

5. CLEANING EQUIPMENT NEAR THE INFESTED AREA WITHOUT A CLEANING STATION IS ACCEPTABLE IF SPACE ON PROJECT SITE IS LIMITED FOR USE OF

CLEANING STATIONS, PROVIDED THE MATERIAL WASHED OFF EQUIPMENT DOES NOT ENTER A WATERBODY. ESTABLISH LOCATIONS FOR EQUIPMENT

CLEANING STATIONS WITHIN THE PROJECT SITE THAT WILL BE BURIED IN LATER STAGES, IF POSSIBLE.

TEMPORARY CRANE MATS

TIDE TABLE FOR MILL CREEK AND HERRING RIVER AT

CHEQUESSETT NECK ROAD DIKE (ELEVATION, FT, NAVD88)

NOTE:

BASELINE OF PROPOSED ACCESS ROAD AND DIKE SHOWN TO

PROVIDE PROJECT LOCATION/ORIENTATION REFERENCE ONLY.

F i t h

J D

W G

P

A

C i v i l P l a n

A

E

X C d y o u t

C

S o t t e d

W e d

M a y e r r m e y e r

PROVIDE PROJECT LOCATION/ORIENTATION REFERENCE ONLY.

F i t h

J D

W G

P

A

C i v i l P l a n

A

E

X C d y o u t

C

S o t t e d

W e d

M a y e r r m e y e

PROVIDE PROJECT LOCATION/ORIENTATION REFERENCE ONLY.

F i t h

J D

W G

P

A

C i v i l P l a n

A

E

X C d y o u t

C

S o t t e d

W e d

M a y e r r m e y e

F i t h

J D

W G

P

A

C i v i l P l a n

A

E

R O d y o u t

C

S o t t e d

W e d

M a y e r r m e y e t h

J D

W G

P

A

C i v i l P l a n

A

E

R O d y o u t

C

S o t t e d

W e d

M a y e r r m e y e t h

J D

W G

P

A

C i v i l P l a n

A

E

R O d y o u t

C

S o t t e d

W e d

M a y e r r m e y e t h

J D

W G

P

A

C i v i l P l a n

A

S

T P d y o u t

C

S o t t e d

W e d

M a y e r r m e y e t h

J D

W G

P

A

C i v i l P l a n

A

S

T P d y o u t

C

S o t t e d

W e d

M a y e r s i r o n t h

J D

W G

P

A

C i v i l P l a n

A

S

T P d y o u t

C

S o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

E

X C d y o u t

M

E o t t e d

W e d

M a y e r s i r o n s

NOTE:

ALIGNMENT OF EXISTING TIDAL CHANNEL BASELINE IS

APPROXIMATE AND DEPICTED AS SHOWN HEREON

BASED ON AVAILABLE MASSGIS AND NPS DATA. ACTUAL

CHANNEL ALIGNMENT AND EXTENTS SHALL BE FIELD

VERIFIED, MAPPED AND THE LOCATIONS/LIMITS OF

TEMPORARY AND PROPOSED WORK AREAS ADJUSTED

AS APPROPRIATE AND REVIEWED/APPROVED BY NPS

PRIOR TO ANY PROJECT FIELD ACTIVITIES BETWEEN

CHANNEL STA. 0+00 AND 10+25.

1. ALIGNMENT OF EXISTING TIDAL CHANNEL BASELINE

IS APPROXIMATE AND DEPICTED AS SHOWN

HEREON BASED ON AVAILABLE MASSGIS AND NPS

DATA. ACTUAL CHANNEL ALIGNMENT AND EXTENTS

SHALL BE FIELD VERIFIED, MAPPED AND THE

LOCATIONS/LIMITS OF TEMPORARY AND

PROPOSED WORK AREAS ADJUSTED AS

APPROPRIATE AND REVIEWED/APPROVED BY NPS

PRIOR TO ANY PROJECT FIELD ACTIVITIES

BETWEEN CHANNEL STA. 0+00 AND 10+25.

F i t h

J D

W G

P

A

C i v i l P l a n

A

S

T P d y o u t

M

E o t t e d

T h u

J u e r d n e w h a t h

J D

W G

P

A

C i v i l P l a n

A

L

N D d y o u t

L

P o t t e d

T h u

J u e r d n e w h a l l

BOTANICAL NAME COMMON NAME INDICATOR

ELYMUS CANADENSIS CANADA WILD RYE FACU+

FESTUCA RUBRA RED FESCUE FACU

PANICUM AMARUM ATLANTIC COASTAL PANIC GRASS FACU-

ANDROPOGON GERARDI BIG BLUESTEM FAC

SORGHASTRUM NUTANS INDIAN GRASS UPL

PANICUM VIRGATUM SWITCH GRASS FAC

JUNCUS TENUIS PATH RUSH FAC

t h

J D

W G

P

A

C i v i l P l a n

A

L

N D d y o u t

L

P o t t e d

T h u

J u e r d n e w h a l l

BOTANICAL NAME COMMON NAME INDICATOR

ELYMUS CANADENSIS CANADA WILD RYE FACU+

FESTUCA RUBRA RED FESCUE FACU

PANICUM AMARUM ATLANTIC COASTAL PANIC GRASS FACU-

ANDROPOGON GERARDI BIG BLUESTEM FAC

SORGHASTRUM NUTANS INDIAN GRASS UPL

t h

J D

W G

P

A

C i v i l P l a n

A

L

N D d y o u t

L

P o t t e d

T h u

J u e r d n e w h a l l

BOTANICAL NAME COMMON NAME INDICATOR

ELYMUS CANADENSIS CANADA WILD RYE FACU+

FESTUCA RUBRA RED FESCUE FACU

PANICUM AMARUM ATLANTIC COASTAL PANIC GRASS FACU-

ANDROPOGON GERARDI BIG BLUESTEM FAC

SORGHASTRUM NUTANS INDIAN GRASS UPL

t h

J D

W G

P

A

C i v i l P l a n

A

P

H A d y o u t

C

P o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

P

H A d y o u t

C

P o t t e d

W e d

M a y e r s i r o

NON-TIDAL

BORDERING

VEGETATED

WETLAND

TIDAL FLATS

SALT MARSH

LAND UNDER

WATER

F i t h

J D

W G

P

A

C i v i l P l a n

A

P

H A d y o u t

C

P o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

X o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

X o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

X o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

X o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

X o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

X o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

X o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

X o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

X o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

D o t t e d

W e d

M a y e r s i r o n s

SECTION VIEW

RETAINED SOIL

NOTES:

TYPICAL WATTLE INSTALLATION GUIDE

ENTRENCHMENT

F i t h

J D

W G

P

A

C i v i l P l a n

A

D

E T d y o u t

C

D o t t e d

W e d

M a y e r s i r o n s

PLAN

SECTION A

t h

J D

W G

P

A

M

E P

E l e c t r i c a l

A

U

T L d y o u t

E

A o t t e d

W e d

M a y e r s i r o t h

J D

W G

P

A

M

E P

E l e c t r i c a l

A

U

T L d y o u t

E

A o t t e d

W e d

M a y e r s i r o

F i t h p r i v a t e

D

F S

C a d

P r o j D

W G

P

A

S t r u c t u r a l P l a n

A

S

T R d y o u t

S

A o t t e d

T u e

M a y e r j t a t t h p r i v a t e

D

F S

C a d

P r o j D

W G

P

A

S t r u c t u r a l P l a n

A

S

T R d y o u t

S

A o t t e d

T u e

M a y e r j t a t t h p r i v a t e

D

F S

C a d

P r o j D

W G

P

A

S t r u c t u r a l P l a n

A

S

T R d y o u t

S

A o t t e d

T u e

M a y e r j t a t t h p r i v a t e

D

F S

C a d

P r o j D

W G

P

A

S t r u c t u r a l P l a n

A

S

T R d y o u t

S

A o t t e d

T u e

M a y e r j t a t t h p r i v a t e

D

F S

C a d

P r o j D

W G

P

A

S t r u c t u r a l P l a n

A

S

T R d y o u t

S

A o t t e d

T u e

M a y e r j t a t t h p r i v a t e

D

F S

C a d

P r o j D

W G

P

A

S t r u c t u r a l P l a n

A

S

T R d y o u t

S

A o t t e d

T u e

M a y e r j t a t t h p r i v a t e

D

F S

C a d

P r o j D

W G

P

A

S t r u c t u r a l P l a n

A

S

T R d y o u t

S

A o t t e d

T u e

M a y e r j t a t