Clifton_Street_-Waterside_CD_Set_-_IFC_2026-03-30_Stamped.pdf

TITLE SHEET,

DRAWING LIST &

VICINITY MAP

CLIFTON STREET BOAT LAUNCH

CITY OF NEW HAVEN

FOOT OF CLIFTON STREET

NEW HAVEN, CT 06513

March 30, 2026

VICINITY MAP AERIAL PHOTO

PROJECT

SITE

NEW HAVEN

LIST OF DRAWINGS

DWG. No. DRAWING TITLE

1 TITLE SHEET, DRAWING LIST & VICINITY MAP

2 PROJECT NOTES - 1 of 2 3 PROJECT NOTES - 2 of 2 & BORING LOGS

4 DEMOLITION PLAN & SECTION

5 PARTIAL SITE PLAN AND SECTION

6 FOUNDATION, FRAMING AND DECK PLANS

7 SECTIONS AND DETAILS

8 ACCUDOCK FLOAT REFERENCE DRAWINGS

OWNERSHIP AND CONDITIONS OF USE:

THIS DRAWING IS COPYRIGHTED

Drawings and Specifications, as instruments of professional service, are and shall remain the property of RACE Coastal Engineering, Inc. Documents are not to be used, in whole or in part, for other projects or purposes or by any other parties than those authorized by contract without the specific written authorization of RACE Coastal Engineering, Inc. The use of this document is contingent upon payment to RACE Coastal Engineering, Inc. for services rendered. Non-payment shall give RACE Coastal Engineering, Inc. the authority to bar document use by any and all parties.

ISSUED FOR CONSTRUCTION

REV DESCRIPTIONDATE

Project

DrawnDesigned Checked

DateJob No. Drawing No.

2023064 3/30/2026

MJW MJW / CLW MRR

CLIFTON STREET KAYAK DOCK

FOOT OF CLIFTON STREET

NEW HAVEN, CT 06513

Drawing

NOT VALID WITHOUT ENGINEER'S SEAL

Prepared for CITY OF NEW HAVEN

ENGINEERING DEPARTMENT

200 ORANGE STREET, STE 503

NEW HAVEN, CT 06510

COASTAL ENGINEERING

611 Access Road Stratford, CT 06615 Tel.: 203-377-0663 racecoasta l .com of 8

PROJECT NOTES - 1 OF 2

PROJECT NOTES

OWNERSHIP AND CONDITIONS OF USE:

THIS DRAWING IS COPYRIGHTED

Drawings and Specifications, as instruments of professional service, are and shall remain the property of RACE Coastal Engineering, Inc. Documents are not to be used, in whole or in part, for other projects or purposes or by any other parties than those authorized by contract without the specific written authorization of RACE Coastal Engineering, Inc. The use of this document is contingent upon payment to RACE Coastal Engineering, Inc. for services rendered. Non-payment shall give RACE Coastal Engineering, Inc. the authority to bar document use by any and all parties.

ISSUED FOR CONSTRUCTION

REV DESCRIPTIONDATE

Project

DrawnDesigned Checked

DateJob No. Drawing No.

2023064 3/30/2026

MJW MJW / CLW MRR

CLIFTON STREET KAYAK DOCK

FOOT OF CLIFTON STREET

NEW HAVEN, CT 06513

Drawing

NOT VALID WITHOUT ENGINEER'S SEAL

Prepared for CITY OF NEW HAVEN

ENGINEERING DEPARTMENT

200 ORANGE STREET, STE 503

NEW HAVEN, CT 06510

COASTAL ENGINEERING

611 Access Road Stratford, CT 06615 Tel.: 203-377-0663 racecoasta l .com of 8

DESCRIPTION OF WORK:

1. THE WORK COVERED UNDER THESE CONTRACT DOCUMENTS, INCLUDING THE DRAWINGS,

PROJECT NOTES, AND ALL AMENDMENTS, CONSISTS OF PROVIDING ALL PLANT, LABOR,

SUPERVISION, EQUIPMENT APPLIANCES AND MATERIALS AND IN PERFORMING ALL OPERATIONS

IN CONNECTION WITH AT LEAST, BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING ITEMS:

· DEMOLITION OF EXISTING CONCRETE BOAT LAUNCH

· FURNISH AND INSTALL NEW PIER

· FURNISH AND INSTALL NEW PADDLING DOCK

· FURNISH AND INSTALL NEW GANGWAY

· COORDINATE WORK WITH OWNER AND PROTECT UTILITIES

2. THE CONTRACTOR SHALL PROVIDE ALL ITEMS AND ACCESSORIES REQUIRED TO COMPLETE ALL

ASPECTS OF THE WORK NEEDED FOR A COMPLETE AND PROPER INSTALLATION, ALL IN STRICT

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

DESIGN BASIS:

1. STRUCTURE DESIGNED IN ACCORDANCE WITH THE 2022 CT STATE BUILDING CODE.

2. TWO (2) WATER BORINGS WERE PERFORMED. REFER TO BORING LOG FOR SOIL DATA

ENCOUNTERED.

3. THE PIER STRUCTURE WAS DESIGNED FOR THE FOLLOWING SERVICE LOADS:

A. DEAD LOAD: SELF-WEIGHT OF ELEMENTS

B. LIVE LOADS: 100 PSF

C. FLOOD LOADS:

C.1. 100-YEAR FREQUENCY TIDAL FLOOD ELEVATION AS DEFINED BY FEMA WITH

100-YEAR FREQUENCY WIND GENERATED WAVE LOADING ADJUSTED FOR LOCAL

BATHYMETRY.

C.2. SCOUR DEPTH = 2.25 FEET BASED ON A MAXIMUM 2.25 FOOT WAVE

GENERAL REQUIREMENTS:

1. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

2. PROPERTY LINES AND UPLAND STRUCTURES PROVIDED BY THE CITY OF NEW HAVEN AND

SUPPLEMENTED WITH INFORMATION OBTAINED BY RACE COASTAL ENGINEERING, INC. ON JUNE 7, 2023 AND CAN ONLY REPRESENT SITE CONDITIONS AT THAT TIME.

3. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE PROJECT REGULATORY PERMITS.

THE CONTRACTOR SHALL COMPLY TO ALL CONDITIONS OF THOSE PERMITS. THE CONTRACTOR

IS ADVISED THAT THE REGULATORY PERMITS FOR THIS PROJECT MAY CONTAIN ADDITIONAL

REQUIREMENTS THAT, AFTER ANY ADDENDUM, SUPERSEDE THE DRAWING NOTES. THE

CONTRACTOR IS FURTHER ADVISED THAT IN THE CASE OF ANY DISCREPANCIES WITHIN THE

CONTRACT DOCUMENTS FOUND BEFORE CONSTRUCTION, THE FINAL DECISION AS TO WHAT

INFORMATION TAKES PRECEDENCE WILL BE MADE BY THE ENGINEER OF RECORD ON THE BASIS

OF THAT INTENT.

4. THE CONTRACTOR SHALL USE THESE DRAWINGS IN CONJUNCTION WITH CIVIL LANDSIDE

DRAWINGS.

5. EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION AND FABRICATION OR ORDERING OF ANY CONSTRUCTION MATERIALS.

6. SECTIONS AND DETAILS APPLY TO SAME AND SIMILAR CONDITIONS UNLESS SPECIFICALLY NOTED

OTHERWISE HEREIN.

7. DAMAGE TO ANY PROPERTY, PRIVATE OR OF PUBLIC TRUST, OCCURRING DURING THE

CONSTRUCTION BY THE CONTRACTOR, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

AND SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER. COMPENSATION TO THE

CONTRACTOR WILL NOT BE CONSIDERED.

8. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS.

9. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE

THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE

COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR

PROPER PERFORMANCE OF THE WORK.

10. THE CONTRACTOR SHALL USE EQUIPMENT ADEQUATE IN SIZE, CAPACITY, AND NUMBERS, AND

MAINTAINED TO THE REQUIREMENTS OF ALL FEDERAL, STATE, AND LOCAL LAWS AND

REGULATIONS TO ACCOMPLISH THE WORK.

11. THE CONTRACTOR SHALL PROTECT ALL WETLANDS AND COASTAL RESOURCES FROM INTRUSION

BY TURBID WATERS, CONSTRUCTION DEBRIS, CONSTRUCTION EQUIPMENT, OR PERSONNEL

DURING ALL WORK ACTIVITIES.

12. THE CONTRACTOR SHALL OBTAIN AND INCLUDE IN ITS FEE, THE COST FOR NECESSARY PERMITS, LICENSES, CERTIFICATES OF INSPECTION, AND LEGAL EXPENSES IN CONNECTION WITH THE

WORK OF THIS CONTRACT. FAILURE TO CONSIDER ANY CONDITION OF THE REGULATORY

PERMITS AS A PART OF THE BID SHALL NOT RELIEVE THE CONTRACTOR FROM HIS

RESPONSIBILITY TO APPLY THOSE CONDITIONS TO HIS WORK AND SHALL BE INCLUDED IN THE

CONTRACT SUM.

13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PROTECT FROM

DAMAGE ALL UTILITIES, UTILITY STRUCTURES, FUEL LINES & TANKS OR ANY UNKNOWN UTILITIES

OR STRUCTURES PRIOR TO ANY WORK.

14. LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO PERFORM THE WORK THAT, UPON

COMPLETION, ARE NOT A PART OF THE WORK, SHALL BE FURNISHED, INSTALLED, AND

SUBSEQUENTLY REMOVED FROM THE SITE BY THE CONTRACTOR.

15. TEMPORARY WORK SHALL BE SUBJECT TO THE REQUIREMENTS OF THE STATE AND APPLICABLE

LOCAL BUILDING CODES.

16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE LANDSCAPING, INCLUDING BUT NOT LIMITED TO LAWN, TREES, PLANTINGS, TOPSOIL, GRASS, SIGNS, PILE CLUSTERS, ETC.

DISTURBED BY THE CONTRACTOR DURING THE COURSE OF THE PROJECT.

17. THE CONTRACTOR SHALL KEEP A CLEAN AND TIDY SITE. AT THE COMPLETION OF EVERY WORK DAY ANY DEBRIS ON THE SITE SHALL BE PICKED UP AND DISPOSED OF IN A PROPER MANNER.

PROJECT LAYOUT & CONTROLS:

1. THE CONTRACTOR SHALL HAVE A PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF

CONNECTICUT, TO LAYOUT THE PROPOSED STRUCTURE. THE CONTRACTOR SHALL PROVIDE THE

OWNER WITH AN "AS-BUILT" DRAWING OF THE WORK CONFORMING TO A-2 AND T-2 STANDARDS

FOLLOWING THE COMPLETION OF THE WORK AT THE SITE. THE COST FOR SUCH ITEMS SHALL BE

INCLUDED IN THE CONTRACT SUM FOR THE WORK.

2. ANY STRUCTURES NOT CONSTRUCTED IN THE POSITIONS DEPICTED ON THE PROJECT PLANS

SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

CAST-IN-PLACE CONCRETE FOR ABUTMENT:

1. CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI

AT 28 DAYS.

2. CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 - LATEST

EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS."

3. DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM WITH ACI-318

AND ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING, REINFORCED CONCRETE

STRUCTURES."

4. READY MIX PLANT EQUIPMENT AND FACILITIES SHALL CONFORM TO THE "CHECK LIST FOR

CERTIFICATION OF READY MIXED CONCRETE PRODUCTION FACILITIES" OF THE NRMCA.

5. SUBMIT CONCRETE MIX DESIGN, WITH KNOWN TEST RESULTS, TO THE ENGINEER FOR REVIEW.

THE CONCRETE MIX DESIGN SUBMITTAL SHALL CONSIST OF AT LEAST THE FOLLOWING:

A. TYPE OF CEMENT.

B. DRY WEIGHT OF CEMENT.

C. SATURATED SURFACE-DRY WEIGHTS OF FINE AND COARSE AGGREGATES.

D. SPECIFIC GRAVITY OF FINE AND COARSE AGGREGATES.

E. QUANTITIES, TYPE, NAME AND PRODUCER OF ADMIXTURES, AS APPLICABLE.

F. TOTAL WEIGHT OF WATER, INCLUDING THE WATER WHICH IS ABSORBED BY AND ON THE

SURFACE OF THE AGGREGATES.

G. WATER TO CEMENT RATIO.

H. SLUMP: MAXIMUM SLUMP, TAKEN AT THE TRUCK, WILL BE DETERMINED BASED ON THE

PUMP HOSE LENGTH. THE MIX DESIGNS SHALL INCLUDE THE ANTICIPATED LOSS OF SLUMP

PER 100 FOOT LENGTH OF SPECIFIED HOSE SIZE.

I. STRENGTH TEST DATA OF THE PROPOSED MIX DESIGN AS SPECIFIED HEREIN.

6. SUBMIT CONCRETE BATCH TICKETS FOR EACH TRUCK DELIVERED TO SITE. EACH TICKET SHALL NOTE AT LEAST THE FOLLOWING DATA: DESIGN MIX STRENGTH; BATCH PROPORTIONS INCLUDING

ACTUAL WATER AND AGGREGATE MOISTURE CONTENTS; DATE AND BATCH TIME; ARRIVAL TIME

AT SITE; DISCHARGE TIME; CONCRETE VOLUME; AND ANY CHANGE TO CONCRETE MADE AT THE

SITE.

7. CONFORM TO THE RECOMMENDATIONS OF ACI 304 - LATEST EDITION, "RECOMMENDED PRACTICE

FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE."

8. CONCRETE SHALL CONSIST OF THE FOLLOWING MATERIALS:

A. PORTLAND CEMENT: TYPE II - LOW ALKALI CONFORMING TO ASTM C 150, "STANDARD

SPECIFICATION FOR PORTLAND CEMENT."

B. COARSE AND FINE AGGREGATE SHALL BE NORMAL WEIGHT AND UNIFORMLY GRADED AND

CLEAN CONFORMING TO ASTM C33, "STANDARD SPECIFICATION FOR CONCRETE

AGGREGATES." DO NOT USE AGGREGATE KNOWN TO CAUSE EXCESSIVE SHRINKAGE.

C. COARSE AGGREGATE SHALL BE CRUSHED ROCK OR WASHED GRAVEL WITH A MAXIMUM

SIZE OF 3/4".

D. FINE AGGREGATE SHALL BE NATURAL WASHED SAND OF HARD AND DURABLE PARTICLES

VARYING FROM FINE TO PARTICLES PASSING A 3/8" SCREEN, OF WHICH AT LEAST 12%

SHALL PASS A 50-MESH SCREEN.

E. WATER SHALL BE CLEAN AND POTABLE.

F. CONCRETE SHALL HAVE DCI-S CORROSION INHIBITOR ADMIXTURE, AS MANUFACTURED BY

W.R. GRACE, AT A RATE OF 4 GALLONS PER CUBIC YARD OF CONCRETE.

G. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260, "STANDARD SPECIFICATION

FOR AIR ENTRAINING ADMIXTURE FOR CONCRETE." THE AIR ENTRAINING AGENT SHALL BE

A NON-TOXIC CONCENTRATED SOLUTION OF NEUTRALIZED VINSOL RESIN, SUCH AS

"DARAVAIR" AS MANUFACTURED BY W.R. GRACE COMPANY OR EQUIVALENT ACCEPTED BY

THE ENGINEER.

H. WATER REDUCING ADMIXTURE SHALL CONFORM TO ASTM C494 "STANDARD

SPECIFICATION FOR CHEMICAL ADMIXTURES FOR CONCRETE." WATER REDUCING AGENT

SHALL BE OF TYPE A, B, C, D, E, F, OR G (AS NOTED IN CONCRETE MIX DESIGN) SUCH AS

DARACEM-100" OR WRDA-19" AS MANUFACTURED BY W.R. GRACE COMPANY OR

EQUIVALENT ACCEPTED BY THE ENGINEER.

I. CALCIUM CHLORIDE SHALL NOT BE USED.

9. CURING MATERIALS SHALL CONFORM TO ASTM C309, "STANDARD SPECIFICATION FOR LIQUID

MEMBRANE-FORMING COMPOUNDS FOR CURING CONCRETE", WET BURLAP, OR PLASTIC

MEMBRANE.

10. CONCRETE SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.40.

11. CONCRETE SHALL BE PROPORTIONED TO HAVE A SLUMP OF 4 INCHES, + 1 INCH, AT THE

DISCHARGE END OF THE PUMP HOSE. USE WATER REDUCING AGENT AS REQUIRED TO ACHIEVE

DESIRED SLUMP RANGE. ADDITION OF WATER AT SITE WILL NOT BE PERMITTED.

12. CONCRETE SHALL CONTAIN 6% ENTRAINED AIR +/- 1.5%.

13. DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORMWORK SO IT WILL SAFELY SUPPORT

VERTICAL AND LATERAL LOADS WHICH MIGHT BE APPLIED UNTIL SUCH LOADS CAN BE

SUPPORTED SAFELY BY THE CONCRETE STRUCTURE IN ACCORDANCE WITH ACI 347 - LATEST

EDITION.

14. FORM COATING OR WATER SHALL BE APPLIED TO ALL FORMS. IF COATING IS USED, IT SHALL BE

APPLIED PRIOR TO PLACEMENT OF REINFORCING STEEL.

15. SLEEVES, INSERTS, ANCHORS, AND EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK OR FOR ITS SUPPORT SHALL BE PLACED PRIOR TO CASTING CONCRETE. ALL EMBEDDED ITEMS SHALL BE

POSITIONED ACCURATELY AND SUPPORTED AGAINST DISPLACEMENT

16. TRANSIT MIX THE CONCRETE IN ACCORDANCE WITH PROVISIONS OF ASTM C94 - LATEST EDITION.

17. DO NOT USE CONCRETE AFTER 90 MINUTES FROM TIME OF INTRODUCTION OF WATER TO THE

MIX.

18. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-LATEST EDITION,

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."

19. REMOVE FOREIGN MATTER ACCUMULATED IN THE FORMS.

20. RIGIDLY CLOSE OPENINGS LEFT IN THE FORMWORK.

21. WET WOOD FORMS IMMEDIATELY PRIOR TO CONCRETE PLACEMENT. WET WOOD FORMS

SUFFICIENTLY TO TIGHTEN UP CRACKS. WET OTHER MATERIAL SUFFICIENTLY TO MAINTAIN

WORKABILITY OF THE CONCRETE.

22. USE ONLY CLEAN TOOLS.

23. PERFORM CONCRETE PLACING AT SUCH A RATE THAT CONCRETE WHICH IS BEING INTEGRATED

WITH FRESH CONCRETE IS STILL PLASTIC.

24. DEPOSIT CONCRETE AS NEARLY AS PRACTICABLE IN ITS FINAL LOCATION SO AS TO AVOID

SEPARATION DUE TO REHANDLING AND FLOWING.

25. DO NOT USE CONCRETE WHICH BECOMES NON-PLASTIC AND UNWORKABLE, OR DOES NOT MEET

REQUIRED QUALITY CONTROL LIMITS, OR HAS BEEN CONTAMINATED BY FOREIGN MATERIALS.

26. REMOVE REJECTED AND EXCESS CONCRETE FROM THE JOB SITE.

27. FREE-FALL OF CONCRETE DURING PLACEMENT GREATER THAN EIGHT FEET IS PROHIBITED. THE

CONTRACTOR SHALL PLACE CONCRETE WITH A TREMIE TUBE FOR DROPS GREATER THAN EIGHT

FEET.

28. DEPOSIT CONCRETE IN HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES, AND AVOID INCLINED

CONSTRUCTION JOINTS.

29. REMOVE TEMPORARY SPREADERS IN FORMS WHEN CONCRETE HAS REACHED THE ELEVATION

OF THE SPREADERS.

30. CONSOLIDATE EACH LAYER OF CONCRETE IMMEDIATELY AFTER PLACING, BY USE OF INTERNAL

CONCRETE VIBRATORS SUPPLEMENTED BY HAND SPADING, RODDING, OR TAMPING.

31. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE THE FORMS.

32. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS, UNLESS SPECIFICALLY SHOWN ON THE

DRAWINGS.

33. BEGINNING IMMEDIATELY AFTER PLACEMENT, CONCRETE SHALL BE PROTECTED FROM

PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND MECHANICAL DAMAGE

AND SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT A RELATIVE CONSTANT

TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF THE CEMENT AND HARDENING

OF THE CONCRETE.

34. WHEN THE MEAN DAILY AMBIENT AND SUBSTRATE TEMPERATURE IS ABOVE 80 DEGREES F. THE

CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF ACI 305.1 - LATEST EDITION, STANDARD

SPECIFICATION FOR HOT WEATHER CONCRETING. CONCRETE SHALL BE PROTECTED FROM

THERMAL DAMAGE. PROVISIONS FOR WINDBREAKS, SHADING, FOG SPRAYING, SPRINKLING,

PONDING, OR WET COVERING WITH A LIGHT COLORED MATERIAL SHALL BE MADE IN ADVANCE OF

PLACEMENT AND SUCH PROTECTIVE MEASURES SHALL BE TAKEN AS QUICKLY AS CONCRETE

HARDENING AND FINISHING OPERATIONS WILL ALLOW.

A. NO CONCRETE SHALL BE PLACED WHEN THE AIR TEMPERATURE IS ABOVE 90 DEGREES F

UNLESS THE AIR IS STILL AND RELATIVE HUMIDITY IS ABOVE 80%.

B. SET UP PROPER WINDBREAKERS FOR CONCRETE SURFACES WHENEVER THE RELATIVE

HUMIDITY IS LESS THAN 70% FOR SLIGHT AIR MOTION OR 80% FOR LIGHT BREEZES.

C. PROVIDE SHADE FOR POURS OTHERWISE EXPOSED TO THE SUN.

D. CONCRETE IS TO BE AT A TEMPERATURE OF 80 DEGREES F OR LESS WHEN PLACED. IF

NECESSARY, THE BATCHING PLANT SHALL COOL AGGREGATES BY SPRAYING OR BY USING

CHILLED WATER OR ICE. ALL SUCH WATER SHALL BE ACCOUNTED FOR AS PART OF THE

MIXING WATER.

E. USE AN ADMIXTURE WITH A RETARDED SET.

F. FORMS SHALL BE THOROUGHLY WETTED AT LEAST DAILY AND MORE OFTEN WHEN THE

RELATIVE HUMIDITY IS LOW.

G. FOR SLABS, MAINTAIN THE REQUIRED MATERIALS FOR CURING ON HAND, SO THEY MAY BE

PLACED IMMEDIATELY UPON FINISHING. ALL CONCRETE PLACED IN AMBIENT

TEMPERATURES OVER 80 DEGREES F SHALL BE KEPT WET FOR A MINIMUM OF 24 HOURS.

INTERMITTENT SPRAYING WILL NOT BE PERMITTED. NO WATER SHALL BE APPLIED BEFORE

CONCRETE HAS ACQUIRED ITS INITIAL SET. WHEN THE CONCRETE TEMPERATURE OF ANY

SLAB GOES ABOVE 100 DEGREES F, PLACE A LAYER OF SAND ON IT AND KEEP IT

CONTINUOUSLY WET UNTIL THE TEMPERATURE IS BELOW 80 DEGREES F.

35. REMOVE ALL FINS, BLEMISHES, AND DEFECTIVE CONCRETE AREAS AND PATCH WHERE REQUIRED

WITH REWORKED CEMENT MORTAR OF THE SAME PROPORTIONS AS THAT USED IN THE

CONCRETE.

36. FORM TIE HOLES SHALL BE PLUGGED SOLID WITH REWORKED CEMENT MORTAR OF THE SAME

PROPORTIONS AS THAT USED IN THE CONCRETE.

37. TESTS OF CONCRETE SHALL BE MADE BY AN INDEPENDENT TESTING AGENCY AT THE EXPENSE

OF THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNERS

TESTING LAB. TEST SPECIMENS SHALL BE TAKEN FOR EACH 50 CUBIC YARDS, OR PORTION

THEREOF, AND EACH DAY'S POUR. ALL SPECIMENS SHALL BE PREPARED AND TESTED IN

ACCORDANCE WITH ASTM C 39, ASTM C 31, AND ASTM C 172. CONCRETE SLUMP, AIR CONTENT, AND TEMPERATURE SHALL BE MEASURED FOR EACH BATCH IN ACCORDANCE WITH ASTM C 143

AND ASTM C 231.

38. EXPOSED SURFACES, EXCLUDING WALKING SURFACES, OF CONCRETE SHALL HAVE RUB FINISH.

39. TRAVEL SURFACES SHALL HAVE A RAKE FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.

40. WITHIN THREE (3) DAYS OF CONCRETE PLACEMENT, THE ENTIRE SURFACE SHALL BE

THOROUGHLY WET WITH A BRUSH AND RUBBED WITH A NO. 16 CARBORUNDUM STONE OR AN

ABRASIVE OF EQUAL QUALITY, BRINGING THE SURFACE TO A PASTE. THE RUBBING SHALL BE

CONTINUED SUFFICIENTLY TO REMOVE ALL FORM MARKS AND PROJECTIONS, PRODUCING A

SMOOTH, DENSE SURFACE WITH OUT PITS OR IRREGULARITIES. THE PASTE FORMED BY THE

RUBBING AS ABOVE DESCRIBED MAY BE FINISHED BY CAREFULLY STRIPPING WITH A CLEAN

BRUSH, OR IT MAY BE SPREAD UNIFORMLY OVER THE SURFACE AND ALLOWED TO RESET. AFTER

THE CONCRETE HAS SET FOR 7 DAYS OR SUCH PERIOD AS THE ENGINEER MAY DIRECT, THE

SURFACE SHALL BE RUBBED AGAIN, WITH A CARBORUNDUM STONE, UNTIL A UNIFORM EVEN

COLOR IS OBTAINED. NO MORTAR SHALL BE USED DURING THIS SECOND RUBBING. CURING, AS

SPECIFIED ELSEWHERE, SHALL BE COMPLETED IN ALL CASES. IF THE RUB FINISH IS NOT

COMPLETED WITHIN THREE (3) DAYS OF CONCRETE PLACEMENT. OR IF PORTIONS OF THE

RUBBED FINISH ARE UNACCEPTABLE, THE CONTRACTOR SHALL APPLY A GROUT RUB FINISH TO

THE CONCRETE SURFACE.

41. ALL EXPOSED CORNERS SHALL HAVE A 3

4" CHAMFER, UNLESS OTHERWISE NOTED, OR BE

RELIEVED AS APPROVED BY THE ENGINEER.

REINFORCING STEEL:

1. DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM WITH ACI-318

AND ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING, REINFORCED CONCRETE

STRUCTURES."

2. FABRICATE REINFORCEMENT TO THE REQUIRED SHAPES AND DIMENSIONS, WITHIN FABRICATION

TOLERANCES STATED IN THE CRSI "MANUAL OF STANDARD PRACTICES."

3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED.

4. REINFORCING STEEL SHALL CONFORM TO ASTM A767, "STANDARD SPECIFICATION FOR

ZINC-COATED STEEL BARS FOR CONCRETE REINFORCEMENT". REINFORCING STEEL SHALL BE

CLASS 1 COATING WEIGHT AND SHALL BE FABRICATED PRIOR TO GALVANIZING.

5. POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMS,

CONSTRUCTION, AND THE CONCRETE PLACEMENT OPERATIONS.

6. REINFORCING STEEL SHALL BE CONTINUOUS UNLESS SPECIFICALLY DETAILED OTHERWISE ON

THE CONTRACT DRAWINGS. PROVIDE DOWELS OR LAP SPLICES OF THE APPROPRIATE CLASS TO

MAINTAIN CONTINUITY. UNLESS OTHERWISE SHOWN ON THE CONTRACT DRAWINGS LAP BARS AS

PER TABLE BELOW. DOWELS OR SPLICES SHALL BE SHOWN ON THE SHOP DRAWINGS AND SHALL

BE SUBJECT TO THE FIELD REVIEW OF THE ENGINEER. NO MORE THAN 60% OF THE TOTAL

NUMBER OF BARS SHALL BE SPLICED AT ONE LOCATION.

7. MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL BE 3".

8. FORM TIES AND SPREADERS SHALL BE OF SUCH TYPE AS TO LEAVE NO METAL CLOSER THAN

SPECIFIED FROM ANY EXPOSED CONCRETE SURFACE.

9. DO NOT USE REINFORCING STEEL HAVING ANY OF THE FOLLOWING DEFECTS:

A. BAR LENGTHS, DEPTHS, OR BENDS EXCEEDING THE SPECIFIED FABRICATION TOLERANCE.

B. BENDS OR KINKS NOT INDICATED ON THE DRAWINGS OR REQUIRED FOR THIS WORK.

C. BARS WITH CROSS-SECTION REDUCED DUE ANY CAUSE.

10. CLEAN REINFORCEMENT AND REMOVE LOOSE DUST, EARTH, AND OTHER MATERIALS WHICH

REDUCE BOND OR DESTROY BOND WITH CONCRETE.

11. SPACERS, CHAIRS, BOLSTERS, AND OTHER DEVICES NECESSARY FOR THE PROPER REINFORCING

STEEL PLACEMENT SHALL BE HOT DIPPED GALVANIZED.

12. NO CLAY OR CONCRETE OR ANY OTHER MATERIAL OTHER THAN APPROVED CHAIRS SHALL BE

USED. ONE CHAIR SAMPLE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.

13. ALL REINFORCING STEEL SHALL BE ADEQUATELY TIED WITH TIE WIRE AND SUPPORTED AS

REQUIRED TO THE SPECIFIED CLEARANCE.

GROUT:

1. BEARING GROUT SHALL BE NON-SHRINK, NON-METALLIC, HIGH PERFORMANCE CEMENT BASED

GROUT WITH A MINIMUM FLOWABLE WITH A 28 DAY COMPRESSION STRENGTH OF 6500 PSI

CONFORMING TO ASTM C827 SUCH AS FIVE STAR GROUT AS MANUFACTURED BY FIVE STAR

PRODUCTS, INC OR EQUIVALENT ACCEPTED BY THE ENGINEER.

STRUCTURAL STEEL:

1. SUBMIT COMPLETE SHOP DRAWINGS DETAILING ALL MEMBERS, PROFILES, SIZES, SPACING, PROPOSED CUTS, CONNECTIONS, CAMBER, HOLES, OPENINGS, FASTENERS, AND SIMILAR DATA.

ERECTION PLANS SHOWING THE LOCATION AND FIELD CONNECTION OF ALL MEMBERS. IDENTIFY

MEMBERS BY PIECE NUMBERS WHICH CORRESPOND TO ERECTION NUMBERS. STRUCTURAL

STEEL CONNECTION DETAILS NOT SPECIFICALLY SHOWN IN THE CONTRACT DOCUMENTS SHALL

BE DETAILED BY THE CONTRACTOR AND INCLUDED WITH SHOP DRAWING SUBMITTALS.

2. SUBMIT MANUFACTURER'S CERTIFICATIONS SHOWING THAT THE PRODUCTS MEET OR EXCEED

THE REQUIRED STANDARDS FOR: BOLTS, INCLUDING NUTS AND WASHERS; THREADED RODS

INCLUDING ALL HARDWARE; FILLER MATERIAL AND FLUX FOR WELDING.

3. SUBMIT CERTIFIED MILL TEST REPORTS INDICATING STRUCTURAL STRENGTH, DESTRUCTIVE AND

NON-DESTRUCTIVE TEST ANALYSIS, CHEMICAL AND PHYSICAL PROPERTIES OF EACH TYPE OF

STEEL AND CONFORMANCE WITH ASTM A6.

4. SUBMIT WELDER'S CERTIFICATES CERTIFYING WELDERS EMPLOYED ON THE WORK, VERIFYING

AWS QUALIFICATIONS WITHIN THE PREVIOUS TWELVE MONTHS.

5. PERFORM WELDING WITH ELECTRIC ARC PROCESS AND IN ACCORDANCE WITH AWS "CODE FOR

ARC AND GAS WELDING IN BUILDING CONSTRUCTION".

6. STRUCTURAL STEEL WORK SHALL COMPLY WITH THE AISC MANUAL OF STEEL CONSTRUCTION AS

ADOPTED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360).

7. STEEL SHALL COMPLY WITH THE FOLLOWING UNLESS OTHERWISE NOTED:

A. STEEL ANGLES AND PLATES: SHALL CONFORM TO ASTM A572 WITH FY=50 KSI MIN. UNLESS

OTHERWISE NOTED. MEMBERS TO BE HOT-DIPPED GALVANIZED (HDG).

B. THREADED ROD: SHALL CONFORM TO ASTM F1554 GRADE 36 Fy=36 KSI MIN. UNLESS

OTHERWISE NOTED. TO BE HDG.

C. CARRIAGE BOLTS AND LAG SCREWS: SHALL CONFORM TO ASTM A307, GRADE A, WITH

HEXAGONAL HEADS TO BE HDG.

D. NUTS: SHALL BE HEXAGONAL AND CONFORM TO ASTM A563. TO BE HDG.

E. WASHERS (EXCEPT AGAINST TIMBER): SHALL CONFORM TO ASTM F436. TO BE HDG.

F. WASHERS (AGAINST TIMBER): SHALL CONFORM TO ASTM F884 STANDARD FLAT OR OGEE

TYPE AS NOTED.

8. ADHESIVE FOR STEEL FASTENERS: ADHESIVE SHALL BE "HIT-RE-500-V3" AS MANUFACTURED BY

HILTI, INC OR EQUIVALENT ACCEPTED BY THE ENGINEER.

9. WELDING MATERIALS: TYPE E70XX OR TYPE REQUIRED FOR MATERIALS BEING WELDED IN

ACCORDANCE WITH AWS D1.1 STRUCTURAL WELDING CODE.

10. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS

SHOWN ON THE ACCEPTED SHOP DRAWINGS.

11. PROPERLY MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION OF THE

STRUCTURE AND LOCATION INTENDED. FABRICATE FOR DELIVERY SEQUENCE WHICH WILL

EXPEDITE ERECTION AND MINIMIZE FIELD HANDLING OF MATERIALS.

12. PROVIDE BOLTS, NUTS, AND WASHERS OF ALL TYPES AND SIZES REQUIRED FOR COMPLETION OF

FIELD ERECTION.

13. COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE, AND QUALITY OF WELDS, AND

METHODS USED IN CORRECTING WELDED WORK.

14. CUT, DRILL, OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES. DO NOT FLAME CUT HOLES

OR ENLARGE HOLES BY BURNING. DRILL HOLES IN BEARING PLATES. NO HOLES WILL BE

ALLOWED UNLESS FIRST SHOWN ON THE SHOP DRAWINGS AND ACCEPTED BY THE ENGINEER.

15. SHOULD HOLES BE REQUIRED IN ADDITION TO THOSE PROVIDED UNDER THIS SECTION, PROVIDE

ALL SUCH HOLES AND STRENGTHEN THE AREA AS REQUIRED TO COMPENSATE BUT ONLY AS

ACCEPTED BY THE ENGINEER.

16. ASSEMBLE AND WELD BUILT-UP SECTIONS BY METHODS WHICH WILL PRODUCE TRUE ALIGNMENT

OF AXES WITHOUT WARP.

17. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL ITEMS SCHEDULED TO RECEIVE PROTECTIVE COATING SHALL BE FULLY FABRICATED WITH HOLES, CUTS, THREADS, ETC. PRIOR TO RECEIVING

PROTECTIVE COATING, PRIOR TO DELIVERY TO SITE.

TIMBER CONSTRUCTION:

1. THE WORK COVERED UNDER THIS SECTION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO

STRINGERS, CAP BEAMS, SILL PLATES AND BLOCKING.

2. ALL VISUALLY GRADED STRUCTURAL LUMBER AND WOOD CONSTRUCTION SHALL CONFORM TO

THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (ANSI/NFPA NDS - LATEST

EDITION), ITS SUPPLEMENT, AND COMMENTARY BY THE AMERICAN FOREST & PAPER

ASSOCIATION / AMERICAN WOOD COUNCIL.

3. TIMBER SHALL MEET THE REQUIREMENTS OF THE SOUTHERN PINE INSPECTION BUREAU

INSPECTION RULES, LATEST EDITION FOR SOUTHERN YELLOW PINE NO. 1 GRADE MINIMUM.

4. NO LATER THAN THE TIME OF DELIVERY OF MATERIALS TO THE SITE, CONTRACTOR SHALL

SUBMIT CERTIFICATES AS TO CONFORMANCE WITH THE SPECIFIED SPECIES, GRADE, AND

TREATMENT PRIOR TO INSTALLATION OF ANY VISUALLY GRADED STRUCTURAL LUMBER.

5. TIMBER SHALL BE HANDLED CAREFULLY, WITHOUT SUDDEN DROPPING, BREAKING OF OUTER

FIBERS, BRUISING OR PENETRATING THE SURFACE WITH TOOLS.

6. ALL TIMBER SHALL BE CUT AND FRAMED TO A CLOSE FIT IN SUCH A MANNER THAT THE JOINTS SHALL HAVE FULL CONTACT BETWEEN PLIES OR MEMBERS. NO SHIMMING WILL BE PERMITTED IN

MAKING JOINTS NOR WILL OPEN JOINTS BE ACCEPTED.

7. TIMBER FRAMING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE AMERICAN WOOD

PRESERVER'S ASSOCIATION (AWPA) CATEGORY UC5A WITH A CCA PRESERVATIVE TO A

RETENTION OF 1.5 POUNDS PER CUBIC FOOT.

8. ALL CUT ENDS SHALL BE COATED WITH TENINO COPPER NAPTHANATE SOLUTION

MANUFACTURED BY COPPER CARE WOOD PRESERVATIVES, INC. OR APPROVED EQUAL, WITH NO

LESS THAN 2% COPPER METAL CONTENT. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER

FOR REVIEW PRIOR TO USE.

9. ALL MATERIAL SHALL BE SOUND, WELL SEASONED, AND STRAIGHT GRAINED, FREE FROM SHAKES

AND LARGE OR LOOSE KNOTS, AND SHALL HAVE NO DECAYED WOOD, WORM HOLES, OR ANY

OTHER DEFECTS WHICH THE OWNER DETERMINES WILL IMPAIR ITS STRENGTH OR DURABILITY.

10. PIECES OF EXCEPTIONALLY LIGHT WEIGHT WILL NOT BE ACCEPTED.

11. ALL MATERIAL SHALL BE STORED OFF OF THE GROUND IN MANNER TO PREVENT DAMAGE AND TO

PERMIT EASY INSPECTION.

12. TIMBER SHALL BE SURFACED FOUR SIDES (S4S) UNLESS OTHERWISE NOTED.

DECKING:

1. TIMBER USED FOR DECKING SHALL BE MEET THE REQUIREMENTS OF THE "SOUTHERN YELLOW PINE INSPECTION BUREAU INSPECTION RULES," LATEST EDITION, FOR SOUTHERN YELLOW PINE

NO. 1 GRADE, SAWN FOUR SIDED (S4S).

2. DECKING SHALL BE PRESSURE TREATED WITH MICRONIZED COPPER AZOLE (MCA) TO A MINIMUM

FINAL RETENTION OF 0.31 PCF.

3. DECKING SHALL BE 2X6 (NOM.) SOUTHERN YELLOW PINE FASTENED TO EACH STRINGER 3 4" FROM

EACH EDGE USING 12 GAUGE 3" LONG GALVANIZED FLAT HEAD SCREWS.

4. SCREW HOLES SHALL BE PRE-DRILLED WITH A 5 32" LEAD HOLE. LEAD HOLE SHALL BE NO LONGER

THAN THE SCREW EMBEDMENT.

5. LEAD HOLE SHALL BE COUNTER-SUNK TO ASSURE THAT SCREW HEAD IS FLUSH WITH THE

FINISHED DECK SURFACE.

6. DECKING TO HAVE 1/8" GAP BETWEEN ADJACENT BOARDS

7. DECK WOOD SHALL BE STORED IN A CLEAN, DRY, WEATHER PROTECTED LOCATION PRIOR TO

INSTALLATION. NO DENTED, STAINED, TWISTED, OR DAMAGED MATERIAL SHALL BE

INCORPORATED INTO THE WORK.

8. TOP OF DECK BOARDS SHALL BE FLUSH WITH ADJACENT DECK BOARDS. MAXIMUM ACCEPTABLE

DIFFERENCE BETWEEN ADJACENT DECK BOARDS IS 1

8". DEVIATION EXCEEDING THIS AMOUNT

SHALL BE CORRECTED BY THE CONTRACTOR. MEANS OF CORRECTING DEVIATION SHALL BE

SUBJECT TO THE OWNER'S ACCEPTANCE.

GUARDRAIL:

1. TIMBER USED FOR GUARDRAIL SHALL BE MEET THE REQUIREMENTS OF THE "SOUTHERN YELLOW PINE INSPECTION BUREAU INSPECTION RULES," LATEST EDITION, FOR SOUTHERN YELLOW PINE

NO. 1 GRADE, SAWN FOUR SIDED (S4S).

2. MEMBERS SHALL BE PRESSURE TREATED WITH MICRONIZED COPPER AZOLE (MCA) TO A MINIMUM

FINAL RETENTION OF 0.31 PCF.

3. GUARDRAIL JOINTS SHALL BE KERF CUT, LOCATED AT POSTS & GLUED USING WELDWOOD

PLASTIC RESIN GLUE OR APPROVED EQUAL BY THE ENGINEER.

4. COUNTERSUNK HOLES ON TOP OF THE TOP RAIL SHALL BE PLUGGED USING THE SAME MATERIAL

AS THE TOP RAIL.

5. CONTRACTOR TO USE WEST SYSTEM 105/205 OR APPROVED EQUAL TO SECURE THE WOOD

PLUGS.

6. ONCE PLACED AND CURED CONTRACTOR TO SAND THE TOP RAILS TO A SMOOTH, UNIFORM

SURFACE TEXTURE TO MATCH TOP RAIL.

7. FOUR (4) SCREWS SHALL BE USED AT A TOP RAIL JOINT WHEN THE JOINT LANDS ON A POST, (2)

PER EACH TOP RAIL.

COATING:

1. GENERAL: UNLESS SPECIFICALLY NOTED OTHERWISE, ALL ITEMS SCHEDULED TO RECEIVE

PROTECTIVE COATING SHALL BE FULLY FABRICATED WITH HOLES, CUTS, THREADS, ETC. PRIOR

TO PRIOR TO GALVANIZING, PRIOR TO DELIVERY TO SITE.

2. HOT ROLLED SECTIONS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123.

BOLTS, NUTS, WASHERS, AND OTHER HARDWARE SHALL BE HOT DIPPED GALVANIZED IN

ACCORDANCE WITH ASTM A153.

3. NO FIELD WELDING, GRINDING, DRILLING OR OTHER MECHANICAL PROCESS THAT CAN DAMAGE THE GALVANIZED COATING IS ALLOWED UNLESS SPECIFICALLY NOTED. FIT UP OF STEEL PARTS

SHALL BE DONE IN ADVANCE OF DELIVERY TO ASSURE PROPER FIT UP.

4. GALVANIZED PARTS SHALL BE HANDLED IN A MANNER THAT DOES NOT DAMAGE THE COATING.

5. DAMAGE TO HOT-DIPPED GALVANIZED COATINGS SHALL BE REPAIRED IN ACCORDANCE WITH

ASTM A780 "STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT-DIP

GALVANIZED COATINGS."

6. FIELD TOUCH-UP SHALL BE PERFORMED USING ZRC GALVILITE GALVANIZING REPAIR COMPOUND

OR EQUIVALENT ACCEPTED BY THE ENGINEER. SURFACE PREPARATION AND COATING

APPLICATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN

INSTRUCTIONS.

EXCAVATION:

1. CONTRACTOR SHALL EXCAVATE EVERY TYPE OF MATERIAL ENCOUNTERED WITHIN THE LIMITS OF

THE WORK TO THE LINES, GRADES AND ELEVATIONS INDICATED HEREIN.

2. UNAUTHORIZED EXCAVATION CONSISTS OF REMOVAL OF MATERIALS BEYOND INDICATED

SUBGRADE ELEVATIONS OR DIMENSION WITHOUT SPECIFIC INSTRUCTION FROM THE ENGINEER.

3. ALL EXCAVATIONS SHALL BE PROTECTED WITH SEDIMENTATION AND EROSION CONTROL

STRUCTURES AS IDENTIFIED HEREIN.

4. UNSATISFACTORY MATERIAL INCLUDING HIGH AMOUNTS OF SILT, CLAY, AND OR ORGANICS SHALL

BE REMOVE FROM THE SITE AND DISPOSED OF IN AN AUTHORIZED FACILITY OR MODIFIED TO

MEET THE BACKFILL SPECIFICATIONS.

5. SATISFACTORY MATERIAL EXCAVATED SHALL BE STOCKPILED AND REUSED AS BACKFILL

MATERIAL.

6. CONTRACTOR SHALL HAVE TWO STOCK PILE AREAS AS APPROPRIATE TO ACCOMMODATE THE

TWO TYPES OF MATERIAL IF PRESENT.

7. EXCAVATION AND BACKFILL ACTIVITIES SHALL BE COMPLETED IN A MANNER AND SEQUENCE

THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES.

8. THE CONTRACTOR WILL BE RESPONSIBLE FOR EXCAVATING, REMOVING, TRANSPORTING AND

PLACING THE EXCAVATED MATERIAL.

9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MANAGING THE REMOVED MATERIAL.

10. CONTRACTOR SHALL REMOVE MATERIAL AS REQUIRED TO MEET LINES AND GRADES AS

SPECIFIED WITHIN THE CONTRACT DOCUMENTS AS WELL AS SPECIFIED WITHIN THE REGULATORY

PERMITS.

11. SLOPE EXCAVATIONS AS NECESSARY TO MAKE SLOPES SAFE IN ACCORDANCE WITH THE

APPROPRIATE REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH SAFETY

LAWS AND REGULATIONS FOR EXCAVATION.

12. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF

BACKFILLING.

13. CONTRACTOR IS RESPONSIBLE FOR PROVIDING QUALIFIED PERSONAL TO MEET THE

REQUIREMENTS OF OSHA DEFINED 'COMPETENT PERSON'.

14. CONTRACTOR SHALL PROVIDED SHORING AND BRACING WHERE SLOPING IS NOT POSSIBLE

BECAUSE OF SPACE RESTRICTIONS OR STABILITY OF THE MATERIALS BEING EXCAVATED.

15. CONTRACTOR SHALL PROVIDE MATERIALS FOR SHORING AND BRACING AS MAY BE NECESSARY

FOR SAFETY OF PERSONNEL, PROTECTION OF WORK, AND COMPLIANCE WITH REQUIREMENTS OF

GOVERNMENT AGENCIES HAVING JURISDICTION.

16. CONTRACTOR SHALL MAINTAIN SHORING AND BRACING IN EXCAVATIONS REGARDLESS OF THE

TIME PERIOD EXCAVATIONS WILL BE OPEN.

17. THE CONTRACTOR SHALL CONSTRUCT SHORING AND BRACING AS EXCAVATION PROGRESSES.

18. CONTRACTOR SHALL PROTECT EXCAVATION BOTTOMS AGAINST FREEZING WHEN AMBIENT

ATMOSPHERIC TEMPERATURE REMAINS LOWER THAN 35 DEGREES F FOR MORE THAN FOUR

CONSECUTIVE HOURS OR IS ANTICIPATED TO BE LOWER THAN 35 DEGREES F DURING

NON-WORKING HOURS SUCH AS OVERNIGHT, WEEKENDS, OR HOLIDAYS.

19. DISTURBED OR DAMAGED AREAS CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO ITS

ORIGINAL OR BETTER CONDITION.

20. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT SUM THE COST FOR DESIGN, PERMITS, INSTALLATION, MAINTENANCE, AND REMOVAL OF DEWATERING SYSTEM NECESSARY TO KEEP

EXCAVATION DE-WATERED.

SEE CONTINUATION OF NOTES ON NEXT DRAWING

MINIMUM SPLICE LENGTH

(f'c = 5,000PSI)

SIZE GALVANIZED BAR

#3 1'-1"

#4 1'-6"

#5 1'-10"

#6 2'-2"

WOVEN WIRE FENCE (14 GA.

MIN., MAX. 6 MESH SPACING)

W/ FILTER CLOTH OVER

36" MIN. FENCE

POST DRIVEN MIN.

16" INTO GROUND

3' -0

1' -8

8"

1' -4

UNDISTURBED GROUND

STAKED

STRAW BALE

FLOW

PROJECT NOTES - 2 OF 2

& BORING LOGS

PROJECT NOTES

OWNERSHIP AND CONDITIONS OF USE:

THIS DRAWING IS COPYRIGHTED

Drawings and Specifications, as instruments of professional service, are and shall remain the property of RACE Coastal Engineering, Inc. Documents are not to be used, in whole or in part, for other projects or purposes or by any other parties than those authorized by contract without the specific written authorization of RACE Coastal Engineering, Inc. The use of this document is contingent upon payment to RACE Coastal Engineering, Inc. for services rendered. Non-payment shall give RACE Coastal Engineering, Inc. the authority to bar document use by any and all parties.

ISSUED FOR CONSTRUCTION

REV DESCRIPTIONDATE

Project

DrawnDesigned Checked

DateJob No. Drawing No.

2023064 3/30/2026

MJW MJW / CLW MRR

CLIFTON STREET KAYAK DOCK

FOOT OF CLIFTON STREET

NEW HAVEN, CT 06513

Drawing

NOT VALID WITHOUT ENGINEER'S SEAL

Prepared for CITY OF NEW HAVEN

ENGINEERING DEPARTMENT

200 ORANGE STREET, STE 503

NEW HAVEN, CT 06510

COASTAL ENGINEERING

611 Access Road Stratford, CT 06615 Tel.: 203-377-0663 racecoasta l .com of 8

EROSION & SEDIMENTATION CONTROLS:

1. CONTRACTOR SHALL PROTECT FROM DISTURBING OR DAMAGE WETLAND AREAS ADJACENT TO

WORK AREA.

2. LAND DISTURBANCE SHALL BE KEPT TO A MINIMUM.

3. WHENEVER POSSIBLE, EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED

PRIOR TO CONSTRUCTION.

4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH

THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION

AND SEDIMENT CONTROL", MAY 2002, ERRATA SEPTEMBER 2007.

5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN EFFECTIVE

CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.

6. ADDITIONAL CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD AS

NECESSARY AND REQUIRED.

7. THE GENERAL CONTRACTOR SHALL UTILIZE APPROVED METHODS/MATERIALS FOR PREVENTING

THE BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES ONTO ADJACENT

PROPERTIES AND SITE AREAS.

8. THE GENERAL CONTRACTOR SHALL MAINTAIN A SUPPLY OF SILT FENCE (100' MIN.) ON SITE FOR

EMERGENCY PURPOSES.

9. THE GENERAL CONTRACTOR IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS

EROSION AND SEDIMENT CONTROL PLAN. THE RESPONSIBILITY INCLUDES SUPERVISING THE

INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED

ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING

THE CONSERVATION STAFF PERSON OF ANY TRANSFER OF THIS RESPONSIBILITY AND

CONVEYING A COPY OF THE CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED.

TIMBER PILES:

1. ALL TIMBER PILES SHALL CONFORM TO ASTM D25 WITH THE FOLLOWING MINIMUM DIMENSIONS:

BUTT DIAMETER =12" AND CIRCUMFERENCE = 38"

TIP DIAMETER = 8" AND CIRCUMFERENCE = 25"

2. ALL TIMBER PILES SHALL BE SOUTHERN YELLOW PINE AND TREATED WITH CCA TO A FINAL NET

RETENTION OF NOT LESS THAN 1.5 PCF.

3. CUT ENDS SHALL BE COATED WITH A COPPER NAPTHANATE SOLUTION, WITH NO LESS THAN 2%

COPPER METAL CONTENT, TO BE APPROVED BY THE ENGINEER PRIOR TO USE.

4. TIMBER PILES SHALL BE CUT FROM SOUND LIVE TREES; FREE OF ANY DEFECTS WHICH WILL IMPAIR THEIR STRENGTH, OR USEFULNESS FOR THE PURPOSE INTENDED OR THAT WILL PREVENT

PROPER INSTALLATION. ALL TIMBERS SHALL BE DEBARKED AND CLEANLY CUT.

5. TIMBER PILES WILL BE SUBJECT TO INSPECTION BEFORE AND/OR AFTER SHIPMENT TO THE SITE

AT THE OPTION OF THE ENGINEER. ANY TIMBER WHICH DOES NOT CONFORM TO ALL THE

REQUIREMENTS WILL BE REJECTED.

PILE INSTALLATION:

1. DRIVEN PILES SHALL HAVE A "SAFE LOAD" AS NOTED BELOW, AS DETERMINED BY THE

ENGINEERING NEWS FORMULA EVALUATION. AN IMPACT HAMMER WITH A KNOWN RATING WILL BE REQUIRED TO VERIFY THE CAPACITY. IMPACT HAMMER SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO PILE INSTALLATION. PILES SHALL ALSO BE DRIVEN TO THE FOLLOWING

CAPACITY OR MINIMUM EMBEDMENT AS PROVIDED IN NOTE 2 BELOW WHICHEVER IS DEEPER.

· TIMBER FLOAT PILES - 2 TONS (SAFE LOAD); 4 TONS (ULTIMATE)

· PIER PILES - DRIVE TO BEDROCK

2. PILES SHALL BE DRIVEN TO A MINIMUM EMBEDMENT BELOW FINISHED GRADE AS NOTED BELOW.

EMBEDMENT AND METHODS FOR INSTALLING PILES SHALL BE SUCH THAT PILES ARE INSTALLED

IN THEIR PROPER POSITION AND ALIGNMENT.

· TIMBER FLOAT PILE EMBEDMENT - 15 FT MINIMUM

· PIER PILE EMBEDMENT - 19 FT MINIMUM

3. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF THE ABOVE CRITERIA IS NOT ABLE TO BE

MET DUE TO FIELD CONDITIONS.

4. PILES SHALL BE DRIVEN WITHIN 3 INCHES OF THE POSITIONS INDICATED ON THE DRAWINGS.

PILES SHALL BE DRIVEN STRAIGHT AND TRUE WITH DEVIATION FROM LONGITUDINAL AXIS OF NOT

MORE THAN 2%.

5. CONTRACTOR SHALL PROVIDE A TEST PILE AND PERFORM A TEST AT TWO (2) LOCATIONS ALONG

LENGTH OF PIER AND (1) AT FLOAT LOCATION. TEST PILE SHALL BE USED TO DETERMINE

DRIVEABILITY AND EMBEDMENT DEPTH. CONTRACTOR MAY USE TEST PILE(S) AS PRODUCTION

PILES IF THEY MEET THE REQUIREMENTS SPECIFIED HEREIN. IF EMBEDMENT DEPTH OF PILES DOES NOT MEET MINIMUM REQUIREMENT, STEEL PILES MAY NEED TO BE USED IN THEIR PLACE, DRILLED AND SOCKETED.

6. PILES SHALL BE INSTALLED WITH CONSIDERATION FOR STABILITY OF ADJACENT STRUCTURES.

PILE DRIVING TECHNIQUE SHALL LEAVE THE STRENGTH OF THE PILES UNIMPAIRED AND IN A

STATE WHERE LOAD BEARING RESISTANCE FULLY DEVELOPS AND IS RETAINED. IF CONDITIONS AT THE SITE ARE SUCH THAT THE TIP, THE BODY, OR THE BUTT OF THE PILE IS LIKELY TO SUFFER

DAMAGE DURING INSTALLATION, SPECIAL PRECAUTIONS SUCH AS PRE-DRILLING OR SPUDDING

MUST BE TAKEN BY THE CONTRACTOR TO AVOID SUCH DAMAGE. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR TO ENSURE PLACEMENT OF UNDAMAGED PILES TO THE LOADING CAPACITY,

REQUIRED TIP ELEVATION, AND EMBEDMENT IN SOUND MATERIAL.

7. ALL PILES SHOWING SIGNS OF HEAVING OR LIFTING OR PILES INSTALLED IN THE WRONG

LOCATION SHALL BE EXTRACTED AND REINSTALLED TO THE EMBEDMENT DEPTH AND LOCATION

AS SPECIFIED, AT NO ADDITIONAL COST TO THE OWNER.

8. THE PILE DRIVING HAMMER SHALL BE OF SUITABLE SIZE FOR THE PROPER INSTALLATION OF THE PILE AND SHALL BE CAPABLE, IN ANY CASE, OF DELIVERING AN ENERGY PER BLOW AS REQUIRED

BY APPROPRIATE DRIVING RESISTANCE METHODS.

9. SUITABLE ANVILS OR CUSHIONS SHALL BE USED TO PREVENT DAMAGE TO THE PILES, AS

REQUIRED. ANVIL OR CUSHION TYPES SHALL BE CHOSEN BASED UPON THE PILE SIZE AND

MATERIAL TYPE. THE CUSHIONS TO BE USED SHALL PROVIDE SUFFICIENT PROTECTION TO

PREVENT DAMAGE TO THE PILE, BUT SHALL NOT ABSORB A SIGNIFICANT AMOUNT OF ENERGY

FROM THE HAMMER BLOW. IF NECESSARY, STEEL BANDS OR CAPS SHALL BE USED WHILE

DRIVING TO PREVENT PILE DAMAGE.

10. THE BUTT ENDS OF THE PILES SHALL BE CUT SQUARE WITH THE AXIS AND THE EDGES

CHAMFERED.

11. PILES WHICH ARE DAMAGED DURING DRIVING SHALL BE REMOVED AND DISPOSED OFF-SITE AND

REPLACED WITH NEW PILES. NO ADDITIONAL PAYMENT WILL BE MADE BY THE OWNER FOR

REPLACEMENT PILES OR INSTALLATION.

12. PILES SHALL BE DRIVEN TO A STRATUM OF SATISFACTORY MATERIAL AND SHALL BE ACCURATE AS TO LOCATION AND ALIGNMENT. PILE DRIVING SHALL BE CONTINUOUS FOR EACH PILE UNTIL THE REQUIRED RESISTANCE TO DEVELOP THE CAPACITY OF THE PILE IS ACHIEVED OR UNTIL THE

MINIMUM EMBEDMENT IS REACHED, WHICHEVER IS DEEPER.

13. THE CONTRACTOR SHALL KEEP AN ACCURATE RECORD OF EACH PILE DRIVEN. THE RECORDS SHALL INCLUDE THE DIAMETER, PILE LENGTH, DESIGN CAPACITY, PENETRATION DURING DRIVING, CUT-OFF LENGTHS, RESULTS OF ANY TESTS, DRILLING OR PROBING INFORMATION, IF ANY, AND ALL OTHER INFORMATION REGARDING EACH PILE DRIVEN. THESE RECORDS SHALL BE SUBMITTED

TO THE ENGINEER ON A DAILY BASIS.

FLOATING DOCK:

1. FLOATING DOCK SHALL BE 12'X18' ADA KAYAK DOCK WITH 3'X8' SAFE LAUNCH AND TRANSFER

PLATFORM AS MANUFACTURED BY ACCUDOCK® OR EQUIVALENT MEETING THE REQUIRED

SPECIFICATIONS.

2. THE CONTRACTOR SHALL FURNISH ALL TOOLS, EQUIPMENT, MATERIALS, AND SUPPLIES AND

SHALL PERFORM ALL LABOR, SUPERVISION, ASSEMBLY, AND INSTALLATION OF THE COMPLETE

FLOATING DOCK SYSTEM AND ACCESSORIES.

3. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF FLOATING DOCK AND ACCESSORIES FOR

OWNER REVIEW AND APPROVAL.

4. EACH ACCUDOCK® FLOATING DOCK SECTION SHALL BE COMPOSED OF HAND WELDED HIGH

DENSITY POLYETHYLENE (HDPE) SHEET PLASTIC, USING NON-ROTATIONALLY MOLDED FLOATS

AND COMPLETELY ENCAPSULATED EXPANDED POLYSTYRENE (EPS) FOAM.

5. COMPLETELY ENCAPSULATED EPS SHALL BE 100% VIRGIN MATERIAL AND BE OF A CLOSED CELL

NATURE ALLOWING NO MORE THAN 3% WATER PENETRATION.

6. FLOATING DOCK FRAMING SHALL BE MARINE GRADE 6061-T6 SERIES ALUMINUM WITH 304

STAINLESS STEEL HARDWARE.

7. EACH FLOATING DOCK SECTION SHALL HAVE A MAXIMUM WEIGHT OF NO MORE THAN 120 POUNDS AND SHALL DRAFT NO MORE THAN 1” UNDER DEAD LOAD. SPECIFIED LIVE LOAD CAPABILITIES OF

62 POUNDS PER CUBIC FOOT SHALL BE SUPPORTED.

8. OVERHEAD ASSIST BARS AND SIDE ASSIST RAILINGS SHALL BE 1-1/4” SCHEDULE 40 ALUMINUM

PIPE ATTACHED WITH 304 SERIES STAINLESS STEEL HARDWARE.

9. DECK SURFACE SHALL BE WOLF PVC DECK BOARDS MEASURING 1-INCH-THICK x 5.5 INCHES WIDE

WITH A SOLID CROSS SECTION AND AN EMBOSSED SIMULATED WOOD GRAIN NON-SKID PATTERN

SURFACE ON BOTH SIDES OF EACH INDIVIDUAL DECK BOARD. COLOR TO BE WEATHERED IPE.

10. PILE GUIDES SHALL BE HEAVY DUTY PILING HOOPS WITH ROLLERS. SHOP DRAWINGS SHALL BE

PROVIDED FOR OWNER REVIEW AND APPROVAL.

11. DISSIMILAR METALS SHALL BE PROPERLY INSULATED TO AVOID CONTACT WITH EACH OTHER TO

MINIMIZE OR ELIMINATE CORROSION IN A MARINE ENVIRONMENT.

GANGWAY:

1. GANGWAY SHALL BE ACCUDOCK® ADA COMPLIANT 6005-T5 MARINE GRADE ALUMINUM OR

EQUIVALENT MEETING THE REQUIRED SPECIFICATIONS INCLUDING NON-SKID DECKING, SIDE

RAILINGS, INTERMEDIATE HANDRAILS AND KICKPLATES.

2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR OWNER REVIEW AND APPROVAL.

3. GANGWAY SHALL BE DESIGNED FOR 50 POUNDS PER SQUARE FOOT LIVE LOAD.

4. DISSIMILAR METALS SHALL BE PROPERLY INSULATED TO AVOID CONTACT WITH EACH OTHER TO

MINIMIZE OR ELIMINATE CORROSION IN A MARINE ENVIRONMENT.

5. PIER SIDE HINGE ATTACHMENT SHALL BE PIANO HINGE. HINGES TO HAVE NO MORE THAN 1/8” GAP

BETWEEN KNUCKLES (DOCK CONNECTOR) HORIZONTALLY, AND TO HAVE SMOOTH TRANSITION

AS TO NOT CREATE A TRIP HAZARD.

6. DOCKSIDE ROLLER ASSEMBLIES SHALL BE ATTACHED TO THE UNDERSIDE OF THE GANGWAY AND

LAND ON THE FLOATING DOCK TO ALLOW THE DOCK TO RISE AND FALL WITH FLUCTUATING

WATER LEVELS.

7. HINGES AND FASTENERS SHALL BE STAINLESS STEEL OR OTHER MATERIALS COMPATIBLE WITH

ALUMINUM IN THE MARINE ENVIRONMENT.

8. GANGWAY SHALL BE FITTED WITH AN ALUMINUM NON-SKID TRANSITION PLATE TO MAKE A

SMOOTH, GAP-FREE TRANSITION FROM THE GANGWAY TO THE FLOATING DOCK.

9. GANGWAY SHALL REST OF AN UHMW PLASTIC SKID PLATE ON THE FLOATING DOCK THAT WILL

ALLOW FOR FREE AND SILENT MOVEMENT OF THE GANGWAY WITH CHANGING WATER LEVELS

THROUGHOUT THE TYPICAL TIDE CYCLE.

WB-1 WB-2

SILT FENCE DETAIL

SCALE: 3/4" = 1'-0"

MHW EL +2.8'

CJL EL +4.6'

MLW EL -3.4'

APPROX. MUDLINE

SCATTERED STONES THROUGHOUT

TO BE RELOCATED AS NEEDED (TYP)

EXIST. DILAPIDATED CONCRETE

RAMP TO BE DEMOLISHED AND

PROPERLY DISPOSED OF, TYP.

EXIST. EXPOSED CRUSHED

STONE TO REMOVED AND

PROPERLY DISPOSED OF.

GRADE TO BE SMOOTHED

AFTER REMOVAL.

PORTION OF EXIST. PATIO

TO BE DEMOLISHED AND

PROPERLY DISPOSED OF

-2

-1

4 5

-2

-1

EXIST. BUILDING

EXIST. BUILDING

EXIST. BUILDING

EXIST. BUILDING

EXIST. FELT PAD

EXIST. DECK

CLIFTON STREET

QUIN

NIP

IA

C

AVENUE

-3

-4

-5

-3

-4

-5

WB-2

WB-1

EXIST. CONCRETE BOAT

LAUNCH TO BE DEMOLISHED

AND PROPERLY DISPOSED

OF, TYP.

EXIST. VEGETATION TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION, TYP.EXIST. OUTFALL TO REMAIN

AND BE PROTECTED DURING

CONSTRUCTION, TYP.

EXIST. TO REMAIN

EXIST. GRAVEL

DRIVEWAY

PROPERTY LINE, TYP.

EXIST. PARKING LOT

MLW EL.-3.4'

EXIST. HANDRAIL AND CONC. COLLAR TO BE

DEMOLISHED AND PROPERLY DISPOSED OF

EXIST. CONCRETE PATIO TO

BE DEMOLISHED AND

PROPERLY DISPOSED OF

UNLESS OTHERWISE NOTED

EXIST. BOLLARDS TO BE DEMOLISHED

AND PROPERLY DISPOSED OF (TYP OF 3)

PORTION OF EXIST. CONC.

PATIO TO REMAIN; VERIFY

EXTENTS WITH CITY

CLEAR AND GRUB EXISTING

VEGETATION FOR 6' CLEAR PATH

REMOVE CONC. CURB

DEMOLITION PLAN & SECTION

OWNERSHIP AND CONDITIONS OF USE:

THIS DRAWING IS COPYRIGHTED

Drawings and Specifications, as instruments of professional service, are and shall remain the property of RACE Coastal Engineering, Inc. Documents are not to be used, in whole or in part, for other projects or purposes or by any other parties than those authorized by contract without the specific written authorization of RACE Coastal Engineering, Inc. The use of this document is contingent upon payment to RACE Coastal Engineering, Inc. for services rendered. Non-payment shall give RACE Coastal Engineering, Inc. the authority to bar document use by any and all parties.

ISSUED FOR CONSTRUCTION

REV DESCRIPTIONDATE

Project

DrawnDesigned Checked

DateJob No. Drawing No.

2023064 3/30/2026

MJW MJW / CLW MRR

CLIFTON STREET KAYAK DOCK

FOOT OF CLIFTON STREET

NEW HAVEN, CT 06513

Drawing

NOT VALID WITHOUT ENGINEER'S SEAL

Prepared for CITY OF NEW HAVEN

ENGINEERING DEPARTMENT

200 ORANGE STREET, STE 503

NEW HAVEN, CT 06510

COASTAL ENGINEERING

611 Access Road Stratford, CT 06615 Tel.: 203-377-0663 racecoasta l .com of 8

4"=1'-0"

4 8 FT.

1"=20'-0"

0 20 40 FT.

DEMOLITION PLAN

SCALE: 1" = 20'-0"

EXISTING DEMOLITION SECTION

SCALE: 1/4" = 1'-0"

QUINNIPIAC RIVER

FLOOD

EBB

MLW EL -3.4'

CJL EL +4.6'

MHW EL +2.8'

39'-0" x 7'-0" WIDE TIMBER PIER WITH TIMBER DECKING

TOP OF PILE EL+14.0'

4'-0" MAX.

3' -6

" M

IN

30' LONG x 5' WIDE, CLEAR

ADA COMPLIANT GANGWAY

NEW PATIO

(SEE CITY PLAN SET)

APPROX. EX.

MUDLINE

12' x 18' ADA PADDLING DOCK

FLOAT ANCHOR PILE (2 TOTAL)

PILE SUPPORTED CONC.

ABUTMENT; SEE DETAIL

APPROX. SAFE

SLOPE EXCAVATION

AS DETERMINED BY

CONTRACTOR

BLACK HDPE CONICAL PILE CAP (TYP)

TIMBER BATTER PILE (TYP)

TIMBER SPLIT

CAP (TYP)

TIMBER

STRINGER (TYP)

PILE GUIDE

(2 TOTAL)

TIMBER GUARDRAIL

EX. BEDROCK.

DEPTH TO BE V.I.F.

2'-0" 12'-0" 12'-0" 12'-0"

T.O. DECK EL.+4.75'

DRIVE PILES TO EX.

BEDROCK (TYP)

DAP PILES TO

ALLOW CAP

BEAMS TO BEAR;

SEE DETAIL

REVISED GRADE AT ABUTMENT

APPROX SAFE SLOPE EXCAVATION

AS DETERMINED BY CONTRACTOR

TIMBER PILE ANCHOR TO

CONC.; SEE DETAIL

-2

-1

-1

-2

-3

-4

-5

-3

WB-1

SPARTINA (TYP)

RIPRAP SLOPE (TYP)

MLW EL.-3.4'

MHW EL.+2.8'

CJL EL.+4.6'

EX. 30" RCP

INV. EL.-1.15'

5' WIDE, CLEAR x 30' LONG ADA

COMPLIANT ALUM. GANGWAY

PILE GUIDE (TYP)

PROPERTY LINE, TYP.

WORKING POINT 2

WORKING POINT 1

ADA COMPLIANT GANGWAY

TRANSITION PLATE

6'-0" x 8'-0" UHMW WEAR PAD

12'-0" x 18'-0" ADA PADDLING DOCK

TIMBER BATTER PILE, BELOW (TYP)

7' WIDE TIMBER FRAMED

PIER WITH TIMBER DECKING

CONC. ABUTMENT

PIER & GANGWAY

PARTIAL SITE PLAN

& SECTION

OWNERSHIP AND CONDITIONS OF USE:

THIS DRAWING IS COPYRIGHTED

Drawings and Specifications, as instruments of professional service, are and shall remain the property of RACE Coastal Engineering, Inc. Documents are not to be used, in whole or in part, for other projects or purposes or by any other parties than those authorized by contract without the specific written authorization of RACE Coastal Engineering, Inc. The use of this document is contingent upon payment to RACE Coastal Engineering, Inc. for services rendered. Non-payment shall give RACE Coastal Engineering, Inc. the authority to bar document use by any and all parties.

ISSUED FOR CONSTRUCTION

REV DESCRIPTIONDATE

Project

DrawnDesigned Checked

DateJob No. Drawing No.

2023064 3/30/2026

MJW MJW / CLW MRR

CLIFTON STREET KAYAK DOCK

FOOT OF CLIFTON STREET

NEW HAVEN, CT 06513

Drawing

NOT VALID WITHOUT ENGINEER'S SEAL

Prepared for CITY OF NEW HAVEN

ENGINEERING DEPARTMENT

200 ORANGE STREET, STE 503

NEW HAVEN, CT 06510

COASTAL ENGINEERING

611 Access Road Stratford, CT 06615 Tel.: 203-377-0663 racecoasta l .com of 8

4"=1'-0"

4 8 FT.

8"=1'-0"

5 10 15 FT.

ELEVATION

SCALE: 1/4" = 1'-0"

PARTIAL SITE PLAN

SCALE: 1/8" = 1'-0"

QUINNIPIAC RIVER

FLOOD

EBB

NOTE:

WORKING POINT COORDINATES ARE IN CT STATE PLANE

(U.S. FT) AND ARE APPROXIMATE. CONTRACTOR SHALL

VERIFY LOCATION IN FIELD AND OBTAIN CONCURRENCE

FROM OWNER OR ENGINEER PRIOR TO CONSTRUCTION.

WORKING POINT COORDINATE

WP1 (MIDPOINT OF LANDWARD N 673674.228

END OF DECKING) E 962749.886

WP2 (MIDPOINT OF WATERWARD N 673699.869

END OF DECKING) E 962720.496

WORKING POINT 2

3 124

B

A

0-1 1 2 3

0 1 2 3

PIER & GANGWAY

OUTLINE OF GANGWAY

MHW EL. 2.8'

CJL EL. 4.6'

NEW PATIO

(SEE CITY

PLAN SET)

EXIST. RIPRAP

MHW EL. 2.8'

2x SYP DECKING

EDGE OF DECKING 4x4 GUARDRAIL POST (TYP)

4"Ø HDG THREADED ROD

WITH OGEE WASHER; DRILL &

FASTEN WITH HILTI "HIT-RE

500 VE" EPOXY ADHESIVE

WITH 6" EMBED. (TYP)

OUTLINE OF TOP

RAIL, ABOVE (TYP)

39'-0"

4'-0" MAX.

WORKING POINT 1

7' -0

" D

EC

K W

ID

TH

4x12 RIM BEAM

WORKING POINT 1

3 124

B

A

PIER &

GANGWAY 5'

-0

0-1

1 2 3

39'-0"

OUTLINE OF GANGWAY

MHW EL. 2.8'

CJL EL. 4.6'

EXIST. RIPRAP

WORKING POINT 2

EDGE OF DECKING ABOVE

4x12 TIMBER

STRINGER @

24"o.c. MAX.

4x12 TIMBER SPLIT CAP (TYP)

4x12 TIMBER BLOCKING

(LOCATE AT 13 POINTS

BETWEEN BENTS

4x4 TIMBER

GUARDRAIL POST @

4'-0"o.c. MAX. SPACING

6' -1

0" O

U

TS

ID

E

FA

C

E O

F

ST

R

IN

G

ER

T O

O U

TS

ID

E

FA

C E

O F

ST

R

IN

G

ER

4x12 RIM BEAM

NEW PATIO

(SEE CITY

PLAN SET)

(2) 3 4"Ø x 10" LAG BOLTS

(FROM LANDWARD RIM

BEAM TO EA. STRINGER

TIMBER SILL

3 124

B

A

5' -0

2' -8

1 2" 7'

-8 1 2"

29'-31 4"

2' -6

2'

-6

.0°

90.0°

.0°

90.0°

CENTERLINE OF PIER AND GANGWAY

-1

-2

-3-4-5

1 2 3

5 6

-1-2

-3-4

36'-0"

8"

1'-0" 1'-0" 8"

'-4

8"

12"Ø TIMBER BATTER PILE;

1H:4V PILE BATTER (TYP)

OUTLINE OF PIER

DECK ABOVE

OUTLINE OF FLOAT ABOVE

OUTLINE OF ADA COMPLIANT

GANGWAY ABOVE

PROPERTY LINE

CJL EL. 4.6'

MHW EL. 2.8'

MLW EL. -3.4'

FLOAT ANCHOR

PILE, TYP.

WORKING POINT 2

WORKING

POINT 1

EXIST. LANDSCAPE

WALL AND BENCHES

NEW PATIO

(SEE CITY

PLAN SET)

EXIST. PATIO TO REMAIN

(SEE CITY PLAN SET)

1'-0"2'-0" 12'-0" 12'-0" 12'-0"

FOUNDATION, FRAMING &

DECK PLANS

OWNERSHIP AND CONDITIONS OF USE:

THIS DRAWING IS COPYRIGHTED

Drawings and Specifications, as instruments of professional service, are and shall remain the property of RACE Coastal Engineering, Inc.