Plans-PLANS.pdf

PDF 6 MB Posted Apr 12, 2019

Attached to: B19001517 Port Allen Small Boat Harbor New Harbor Office
Solicitation number: B19001517
Issued by: Kauai County, Kaanapali CDP, Hawaii

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Written by GovTribe AI · Jul 12, 2024

This document is a set of plans and specifications for the construction of a new 14' x 44' (616 square foot) wooden framed harbor office building at the Port Allen Small Boat Harbor in Kauai County, Hawaii. The project is being solicited by the Hawaii Department of Land and Natural Resources, Division of Boating and Ocean Recreation. The new office building will include a concrete foundation, stairs, water and sanitary piping, HVAC system, and electrical work. The project requires furnishing all materials, tools, equipment, and labor necessary to complete the construction. No response date, due date, site visit, or bidder's conference information is provided.

The contract will require the successful bidder to provide all pricing for the requested products and services. No set asides, incumbent information, or funding details are included. The project appears to be funded by the state of Hawaii, but the specific funding sources and amounts are not disclosed.

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Other files

File	Type	Posted
Proposal Form-PROPOSAL.pdf	PDF	Apr 12, 2019
103D-1 General Conditions.pdf	PDF	Apr 12, 2019
Addendum No. 3-Addendum No. 3 w attachments.pdf	PDF	Apr 12, 2019
Addendum No. 4-Addendum No. 4 w attachment.pdf	PDF	Apr 12, 2019
DLNR General Conditions-DLNR General Conditions.pdf	PDF	Apr 12, 2019
Specifications-SPECS.pdf	PDF	Apr 12, 2019

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JOB NO. KA18-02 SHEET NO. 1 OF 17 SHEETS

J O

O R

L L E

M A

L L

O A

A R

B O

E W

A R

B O

F F

I C

APPROVED: DATE:

EDWARD R. UNDERWOOD

ADMINISTRATOR

DIVISION OF BOATING AND OCEAN RECREATION

DEPARTMENT OF LAND AND NATURAL RESOURCES

DRAWING NO.

T-1

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

JOB NO. KA18-02

ELEELE, KAUAI, HAWAII

TMK: (4) 2 - 1 - 003 : 10

PORT ALLEN SMALL BOAT

HARBOR NEW HARBOR

OFFICE

INDEX

DESCRIPTION

TITLE SHEET

GENERAL NOTES

NOTES

GENERAL SITE PLAN

DEMOLITION PLAN

NEW SITE PLAN

FLOOR AND ROOF PLANS

EXTERIOR ELEVATION AND CROSS SECTIONS

WALL SECTION DETAIL

MOUNTING DETAILS, ADA REQUIREMENT

DESKTOP, CABINET AND MISC. DETAILS

FOUNDATION, FLOOR, AND ROOF PLAN

SHEARWALL AND HOLDOWN DETAIL

STRUCTURAL SECTION DETAILS

ELECTRICAL, MECHANICAL, AND REFLECTED CEILING PLAN

WATER AND SANITARY PIPING

MISCELLANEOUS DETAILS

T-1

G-1

C-1

C-2

C-3

C-4

C-5

C-6

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C-14

C-15

SHEET NO. DRAWING NO.

ISLAND OF KAUAI

PROJECT LOCATION

Apr 11, 2019

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LELE RD

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PUOLO RD

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LOKOKAI RD

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LELE RD

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KUILOKO RD

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AKA ULA ST

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OKUPU ST

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OLALI ST

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KAUMUALII HWY

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HANAPEPE RD

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PUOLO RD

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IONA RD

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KUILOA RD

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KONA RD

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WALALO RD

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MELEMELE RD

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ULIULI RD

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AKALA RD

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ELEELE RD

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KEOKEO RD

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ELEELE RD

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LAULEA ST

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ULAULA RD

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MEHANA RD

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HANAPEPE BAY

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MEHANA RD

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KAUMUALII HWY

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HALEWILI RD

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SCALE: NOT TO SCALE

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SCALE: 1" = 200'1" = 200'

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SITE

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PROJECT

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LOCATION

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AutoCAD SHX Text -I H A U https://stateofhawaii.na1.echosign.com/verifier?tx=CBJCHBCAABAAZfCMuwy55F3HFqgwuxZQi28GRf3TbKNv

STATE OF HAWAII

SHT./OF

DESCRIPTIONSYM.

DATE APPROVED

DRAWING NO.

DATECHIEF ENGINEER

G-1

GENERAL NOTES

JOB NO. KA18-02 SHEET NO. 2 OF 17 SHEETS

SUBMITTED:

DATE:

SCALE:

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

REVISION

NO.

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

PORT ALLEN SMALL BOAT HARBOR

NEW HARBOR OFFICE

AutoCAD SHX Text CONSTRUCTION NOTES: : 1. ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISION OF THE STATE OF HAWAII DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 2005, AND THE CITY AND COUNTY OF HONOLULU DEPARTMENT OF PUBLIC WORKS (DPW) "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", DATED SEPTEMBER 1986 AND "STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION", DATED SEPTEMBER 1984, AS APPLICABLE. 2. ALL WORK SHALL BE INCLUDED IN THE BASE BID UNLESS OTHERWISE ALL WORK SHALL BE INCLUDED IN THE BASE BID UNLESS OTHERWISE INDICATED. WORK CALLED FOR ON THE PLANS AND NOT ITEMIZED IN THE PROPOSAL, AND ALL WORK NOT CALLED FOR BUT REQUIRED FOR THE CONSTRUCTION OF THE PROJECT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES, THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, AND SHALL BE RESPONSIBLE FOR THE REPAIR, RELOCATION OR REPLACEMENT OF SAME IN THE EVENT OF DAMAGES DUE TO HIS CONSTRUCTION PRACTICES, OR INTERFERENCES WITH CONSTRUCTION WORK. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE RESPECTIVE UTILITY COMPANIES AND THE STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES DIVISION OF BAITING AND OCEAN RECREATION (DLNR-DOBOR). 4. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWINGS PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. 5. FIELD ADJUSTMENTS SHALL BE MADE ONLY AS APPROVED BY THE FIELD ADJUSTMENTS SHALL BE MADE ONLY AS APPROVED BY THE ENGINEER. 6. CONTRACTOR SHALL COORDINATE HIS OPERATIONS WITH THOSE OF CONTRACTOR SHALL COORDINATE HIS OPERATIONS WITH THOSE OF OTHER CONTRACTORS WHO MAY BE EMPLOYED ON ADJACENT OR RELATED STATE PROJECTS AND AVOID UNNECESSARY DELAY OR HINDERANCE IN THE PERFORMANCE OF THEIR RESPECTIVE CONTRACTS. 7. OTHER AREAS OF THE HARBOR WILL BE IN USE BY THE PUBLIC OTHER AREAS OF THE HARBOR WILL BE IN USE BY THE PUBLIC THROUGHOUT THE CONSTRUCTION PERIOD. CONTRACTOR SHALL MINIMIZE DISRUPTION AND INTERFERENCE WITH SUCH ACTIVITIES. CONTRACTOR SHALL NOTIFY THE HARBORMASTER AT LEAST TWO WEEKS PRIOR TO ANY CONSTRUCTION ACTIVITY THAT MAY AFFECT ADJACENT HARBOR ACTIVITIES. 8. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW INTO EXISTING DRAINAGE SYSTEMS OR ADJOINING PROPERTIES, STREETS OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE CONTRACTOR MAY BE CITED AND THE CONTRACTOR SHALL IMMEDIATELY TAKE ALL REMEDIAL ACTIONS NECESSARY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE WATER QUALITY AND WATER POLLUTION CONTROL STANDARDS CONTAINED IN HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 54, "WATER QUALITY STANDARDS" AND TITLE 11, CHAPTER 55, "WATER POLLUTION CONTROL", AS WELL AS CHAPTER 14 OF THE REVISED ORDINANCES OF HONOLULU, AS AMENDED. BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED AT ALL TIMES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PLAN AND CONSTRUCT THE CONTRACTOR SHALL BE RESPONSIBLE TO PLAN AND CONSTRUCT BEST MANAGEMENT PRACTICES (BMP) AS REQUIRED BY HIS OPERATIONS TO COMPLY WITH LAWS, STANDARDS, RULES, AND/OR POLICIES OF THE COUNTY, STATE OR FEDERAL REGULATORY AGENCIES. PRIOR TO ACCEPTANCE OF THE PROJECT BY THE STATE, THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL BEST MANAGEMENT PRACTICES AND TO RESTORE THE PROJECT SITE TO ITS ORIGINAL CONDITION OR BETTER. 11. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH THE THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH THE ADMINISTRATIVE RULES OF THE STATE OF HAWAII DEPARTMENT OF HEALTH REGARDING NOISE CONTROL. 12. ALL EXISTING LANDSCAPING TO REMAIN SHALL BE PROTECTED FROM ALL EXISTING LANDSCAPING TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. 13. PURSUANT TO CHAPTER 6E OF THE HAWAII REVISED STATUTES (HRS), PURSUANT TO CHAPTER 6E OF THE HAWAII REVISED STATUTES (HRS), IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE HONOLULU POLICE DEPARTMENT, THE STATE DEPARTMENT OF LAND AND NATURAL RESOURCES-HISTORIC PRESERVATION DIVISION (PH. 808-692-8015), AND THE ENGINEER. 14. IN PERFORMING ALL WORK, THE CONTRACTOR SHALL EXERCISE DUE IN PERFORMING ALL WORK, THE CONTRACTOR SHALL EXERCISE DUE CARE AND CAUTION NECESSARY TO AVOID ANY DAMAGE INFLICTED TO AND IMPAIRMENT IN THE USE OF ANY EXISTING UTILITY LINE. ANY DAMAGE INFLICTED ON EXISTING UTILITY LINES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE IMMEDIATELY REPAIRED OR RESTORED AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE STATE AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE STATE OR ENGINEER. 16. THE CONTRACTOR, AT HIS OWN EXPENSE SHALL KEEP THE PROJECT THE CONTRACTOR, AT HIS OWN EXPENSE SHALL KEEP THE PROJECT AREA AND SURROUNDING AREA FREE FROM RUBBISH, DUST, NOISE, EROSION, ETC. THE WORK SHALL BE DONE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. 17. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE MEASURES, AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SAFE PEDESTRIAN PASSAGEWAYS AROUND THE CONSTRUCTION SITE WHERE ANY PASSAGEWAY IS AFFECTED BY THE CONSTRUCTION AS REQUIRED TO MEET AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). 18. THE CONTRACTOR SHALL PROVIDE PUBLIC ACCESS TO AND FROM THE CONTRACTOR SHALL PROVIDE PUBLIC ACCESS TO AND FROM PARKING AREAS, HARBOR FACILITIES, AND PUBLIC STREETS AT ALL TIMES. ANY ACTIVITIES REQUIRING TEMPORARY LANE CLOSURE, ETC. SHALL BE COORDINATED IN ADVANCE WITH HARBORMASTER. 19. THE CONTRACTOR SHALL PROVIDE FOR SAFE VEHICLES ACCESS THE CONTRACTOR SHALL PROVIDE FOR SAFE VEHICLES ACCESS UTILIZING THE EXISTING ACCESS ROADWAY AT ALL TIMES. SHOULD TEMPORARY ONE LANE CLOSURE BE REQUIRED (SUCH AS DURING LOADING OR DELIVERY OF MATERIALS, CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL (FLAGGERS) TO MAINTAIN SAFE BYPASS. 20. THE CONTRACTOR SHALL RESTORE TO ORIGINAL OR BETTER CONDITION, THE CONTRACTOR SHALL RESTORE TO ORIGINAL OR BETTER CONDITION, ALL IMPROVEMENTS DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUDING PAVEMENTS, EMBANKMENTS, CURBS, SIGNS, LANDSCAPING, STRUCTURES, UTILITIES, WALLS, FENCES, ETC. UNLESS PROVIDED FOR SPECIFICALLY IN THE PROPOSAL. DEMOLITION AND RESTORATION OF EXISTING ITEMS SHALL BE INCIDENTAL AND INCLUDED WITHIN THE AMOUNT PAID FOR INSTALLATION OF NEW ITEMS. 21. THE CONTRACTOR SHALL OBTAIN AND PAY FOR INSTALLATION OF NEW THE CONTRACTOR SHALL OBTAIN AND PAY FOR INSTALLATION OF NEW ITEMS. 22. ALL EXISTING UTILITIES TO REMAIN IN USE, WHETHER OR NOT SHOWN ALL EXISTING UTILITIES TO REMAIN IN USE, WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR DURING CONSTRUCTION UNLESS SPECIFIED ON THE PLANS TO BE ABANDONED. ANY DAMAGES TO EXISTING UTILITIES SHALL BE REPAIRED AND PAID FOR BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. 23. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY UTILITIES CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY UTILITIES SUCH AS ELECTRICITY, WATER, ETC. REQUIRED FOR HIS OPERATIONS. ALL COSTS FOR TEMPORARY UTILITIES SHALL BE BORNE BY THE CONTRACTOR. 24. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. IF DIMENSIONAL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. IF DIMENSIONAL ERRORS OR CONFLICTS ARISE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL WAIT FOR CLARIFICATION BEFORE RESUMING OR COMMENCING WORK ON THE DISCREPANCY ITEM. 25. ALL CONSTRUCTION AND GRADING STAKEOUT SHALL BE PERFORMED ALL CONSTRUCTION AND GRADING STAKEOUT SHALL BE PERFORMED BY A HAWAII LICENSED LAND SURVEYOR SHALL VERIFY AND REPORT THE LOCATIONS, TOP OF PILE ELEVATIONS, AND TOP OF ABUTMENT ELEVATIONS TO THE ENGINEER PRIOR TO COMMENCING WITH NEW PIER WORK. 26. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY, AND ENVIRONMENTAL QUALITY. 27. DUE TO LIMITED SPACE AT THE JOB SITE THE STATE RECOGNIZES THE DUE TO LIMITED SPACE AT THE JOB SITE THE STATE RECOGNIZES THE NEED FOR A CONSTRUCTION STAGING AREA FOR TEMPORARY STORAGE OF CONTRACTOR'S EQUIPMENT AND MATERIALS. CONTRACTOR SHALL COORDINATE WITH THE HARBORMASTER FOR USE OF A STAGING AREA AT LEAST 30 DAYS PRIOR TO ANTICIPATED OCCUPANCY. THE STATE IS NOT OBLIGATED TO PROVIDE A STAGING AREA AS SPACE AVAILABILITY AT THE HARBOR CHANGES FROM TIME TO TIME. THE CONTRACTOR IS ENCOURAGED TO SUBMIT HIS/HER REQUEST FOR STAGING AREA WELL IN ADVANCE. CONDITIONS OF USE OF THE STAGING AREA SHALL BE AS REQUIRED BY THE HARBORMASTER. 28. CONTRACTOR SHALL, AS A MINIMUM, ERECT AND MAINTAIN A CONTRACTOR SHALL, AS A MINIMUM, ERECT AND MAINTAIN A CONTINUOUS SILT CURTAIN, FULL DEPTH OF THE HARBOR, TO ENCLOSE AREAS OF CONSTRUCTION ACTIVITIES. LIMITS OF SILT CURTAIN SHALL BE ADJUSTED FORM TIME TO TIME TO MINIMIZE THE AREA OF CONTAINMENT REQUIRED. DEMOLITION NOTES: 1. BEFORE COMMENCING DEMOLITION WORK, VERIFY WITH THE ENGINEER BEFORE COMMENCING DEMOLITION WORK, VERIFY WITH THE ENGINEER AND HARBORMASTER THE ITEMS TO BE REMOVED AND SALVAGED. 2. USE ALL MEANS NECESSARY TO PROTECT ADJACENT STRUCTURES AND USE ALL MEANS NECESSARY TO PROTECT ADJACENT STRUCTURES AND ITEMS TO REMAIN. IN THE EVENT OF ANY DAMAGE TO EXISTING ITEMS TO REMAIN IMMEDIATELY NOTIFY THE ENGINEER. REPAIRS OR REPLACEMENT SHALL BE TO THE SATISFACTION OF THE ENGINEER. 3. PRESERVE AND PROTECT ALL EXISTING LANDSCAPING UNLESS PRESERVE AND PROTECT ALL EXISTING LANDSCAPING UNLESS OTHERWISE INDICATED TO BE REMOVED. 4. THE CONTRACTOR SHALL PROTECT AND MINIMIZE DAMAGE TO ALL THE CONTRACTOR SHALL PROTECT AND MINIMIZE DAMAGE TO ALL EXISTING PLANTS AND SIGNIFICANT ROOTS OVER 1" DIAMETER THAT ARE TO REMAIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL PLANT MATERIAL AND ROOTS THAT AFFECT CONSTRUCTION. 5. EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE. CONTRACTOR EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE. CONTRACTOR SHALL VERIFY THE EXTENT OF REMOVAL WORK AND MAKE ADJUSTMENTS TO PROPERLY ACCOMMODATE HIS METHOD OF CONSTRUCTING NEW WORK. ADDITIONAL REMOVAL, PATCHING, AND RESTORATION REQUIRED TO ACCOMMODATE CONSTRUCTION OR MAKE THE WORK COMPLETE SHALL BE CONSIDERED INCIDENTAL TO THE NEW WORK. 6. REMOVE EXISTING PIERS IN SECTIONS SO AS TO MINIMIZE SEDIMENT REMOVE EXISTING PIERS IN SECTIONS SO AS TO MINIMIZE SEDIMENT AND DEBRIS FORM ENTERING THE HARBOR. CONTRACTOR SHALL FURNISH AND INSTALL SILT CURTAINS, FLOATING PLATFORMS, ETC. AS NECESSARY TO CONTAIN CONSTRUCTION DUST AND DEBRIS IN ORDER TO MINIMIZE TURBIDITY OR CHANGE IN WATER QUALITY. SHOULD A NOTICEABLE INCREASE IN TURBIDITY OCCUR CONTRACTOR SHALL IMMEDIATELY SUSPEND OPERATIONS AND TAKE APPROPRIATE CORRECTIVE ACTIONS TO ENSURE CONTAINMENT. 7. CONTRACTOR SHALL TURN IN OR STORE SALVAGED ITEMS AS CONTRACTOR SHALL TURN IN OR STORE SALVAGED ITEMS AS INDICATED ON THE PLANS, OR AS DIRECTED BY THE ENGINEER. ALL OTHER DEBRIS, RUBBISH, ETC. RESULTING FROM DEMOLITION OWRK SHALL BE PROMPTLY REMOVED FROM THE JOB SITE AND PROPERLY DISPOSED. 8. THE CONTRACTOR SHALL HAVE THE BUILDING MATERIALS FOR THE THE CONTRACTOR SHALL HAVE THE BUILDING MATERIALS FOR THE NEW PIERS AVAILABLE FOR INSPECTION BY THE ENGINEER AT THE PROJECT SITE, CONSTRUCTION STAGING AREA, OR AT HIS BASE YARD PRIOR TO BEGINNING DEMOLITION WORK. 9. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. TOPOGRAPHICAL SURVEY NOTES: 1. TOPOGRAPHICAL SURVEY WAS NOT TAKEN FOR THIS PROJECT. TOPOGRAPHICAL SURVEY WAS NOT TAKEN FOR THIS PROJECT. TOPOGRAPHICAL SURVEY DATA ARE PROVIDED FOR INFORMATION PURPOSES ONLY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE THE UTILITIES SHOWN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE FOUND DURING FIELD INVESTIGATIONS AND FROM RECORD DRAWINGS. THE ENGINEER MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATIONS INDICATED. EXISTING FEATURES AND UTILITIES ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

STATE OF HAWAII

SHT./OF

DESCRIPTIONSYM.

DATE APPROVED

DRAWING NO.

DATECHIEF ENGINEER

C-1

NOTES

JOB NO. KA18-02 SHEET NO. 3 OF 17 SHEETS

SUBMITTED:

DATE:

SCALE:

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

REVISION

NO.

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

PORT ALLEN SMALL BOAT HARBOR

NEW HARBOR OFFICE

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BAR SIZE

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BOTTOM BAR OR WALL BAR

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TOP BAR

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BOTTOM BAR OR WALL BAR

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TOP BAR

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LAP SPLICE

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EMBEDMENT

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STRAIGHT

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90° BEND

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135° BEND

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STRUCTURAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, 2006 EDITION, AS AMENDED AND ADOPTED BY THE CITY AND COUNTY OF HAWAII. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE TEMPORARY SHORING AND BRACING OF THE STRUCTURE DURING CONSTRUCTION. 3. JOB SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE JOB SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS AND PERFORM WORK IN A SAFE MANNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION FENCES, BARRICADES, TRAFFIC BARRIERS, ETC. AS NEEDE TO PROVIDE FOR HIS OPERATIONS. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING STRUCTURES, FACILITIES, LANDSCAPING, UTILITIES, ETC. TO REMAIN. CONTRACTOR SHALL PROVIDE CRIBBING AND/OR STEEL PLATES IF REQUIRED TO PROTECT PAVEMENTS AND UNDERGROUND UTILITIES FROM DAMAGE BY HEAVY CONSTRUCTION EQUIPMENT. 5. ALL CORNERS AND CUT SURFACES EXPOSED TO PEDESTRIAN TRAFFIC ALL CORNERS AND CUT SURFACES EXPOSED TO PEDESTRIAN TRAFFIC SHALL BE ROUNDED OR CHAMFERED AND GROUND SMOOTH. 6. WIND DESIGN DATA: WIND DESIGN DATA: BASIC WIND SPEED = 105 MPH EFFECTIVE WINDSPEED = XXX MPH WIND IMPORTANCE FACTOR = 1.0 BUILDING CATEGORY = II WIND EXPOSURE = C INTERNAL PRESSURE COEFFICIENT = 0.0 WOOD NOTES: 1. ALL STRUCTURAL LUMBER SHALL BE ROUGH SAWN DOUGLAS FIR ALL STRUCTURAL LUMBER SHALL BE ROUGH SAWN DOUGLAS FIR LARCH, SELECT STRUCTURAL WITH 19% MAXIMUM MOISTURE CONTENT GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU AND WESTERN WOOD PRODUCTS ASSOCIATION STANDARD GRADING RULES. LUMBER SHALL BE GRADE STAMPED. 2. GLUED LAMINATED TIMBER SHALL BE PRESERVATIVE TREATED TO GLUED LAMINATED TIMBER SHALL BE PRESERVATIVE TREATED TO RESIST TERMITE AND MARINE BORER INFESTATION AND ROT. TREAT END CUTS, NOTCHES, COUNTERBORES, BOLT HOLES, ETC. WITH PRESERVATIVE TREATMENT COMPATIBLE WITH ORIGINAL TREATMENT. 3. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN OR APPROVED IN ADVANCE BY THE ENGINEER. 4. REFER TO STEEL NOTES FOR FASTENERS. PROVIDE OVERSIZED FLAT REFER TO STEEL NOTES FOR FASTENERS. PROVIDE OVERSIZED FLAT WASHERS UNDER HEADS AND NUTS OF ALL BOLTS BEARING DIRECTLY ON WOOD. 5. A 30# ROOFING FELT OR HEAVY BITUMINOUS PAINT BARRIER SHALL BE A 30# ROOFING FELT OR HEAVY BITUMINOUS PAINT BARRIER SHALL BE PROVIDED BETWEEN WOOD AND CONCRETE OR MASONRY. INSPECTION: 1. DLNR ENGINEERING DIVISION REPRESENTATIVE SHALL PERFORM WEEKLY DLNR ENGINEERING DIVISION REPRESENTATIVE SHALL PERFORM WEEKLY INSPECTION. THE REPRESENTATIVE SHALL DO HIS BEST IN INSPECTING SHALL DO HIS BEST IN INSPECTING IN INSPECTING THE WORK OF THE CONTRACTOR. 2. CONTRACTOR SHALL BE RESPONSIBLE IN SCHEDULING WITH DOBOR OF CONTRACTOR SHALL BE RESPONSIBLE IN SCHEDULING WITH DOBOR OF THE DAYS OF INSPECTION. CONTRACTOR SHALL GIVE A 24 HOUR NOTICE PRIOR TO INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CHECKING WITH DOBOR CONTRACTOR IS RESPONSIBLE FOR CHECKING WITH DOBOR ENGINEER/DESIGNER (808-XXX-XXX) FOR CLARIFICATION OF DESIGN. STEEL NOTES: 1. ALL STEEL SHAPES AND PLATES SHALL BE TYPE 316 STAINLESS ALL STEEL SHAPES AND PLATES SHALL BE TYPE 316 STAINLESS STEEL CONFORMING ASTM A167 UNLESS OTHERWISE INDICATED. 2. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, NUTS AND WASHERS ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL UNLESS OTHERWISE INDICATED. STAINLESS STEEL FASTENERS SHALL BE EQUIVALENT IN STRENGTH TO RESPECTIVE GALVANIZED STEEL FASTENERS. 3. GALVANIZED MACHINE BOLTS AND EXPANSION BOLTS SHALL CONFORM GALVANIZED MACHINE BOLTS AND EXPANSION BOLTS SHALL CONFORM TO ASTM A307. GALVANIZED ANCHOR BOLTS SHALL CONFORM TO ASTM A36, ASTM F1554 GRADE 36, OR BETTER. GALVANIZED BOLTS AND NUTS SHALL BE HOT DIP GALVANIZED "MATCHING BOLT AND NUT ASSEMBLIES". EXPANSION BOLTS SHALL BE CONSTRUCTED ENTIRELY OUT OF STEEL AND SHALL BE ONLY USED AS INTENDED BY THE MANUFACTURER. 4. WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE (AWS D1.1)" OF THE AMERICAN WELDING SOCIETY AND BE PERFORMED BY CERTIFIED WELDERS. FIELD WELDING SHALL BE AVOIDED WHEREVER POSSIBLE. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION. STEEL FABRICATIONS SHALL BE ASSEMBLED IN THE SHOP TO THE FULLEST EXTENT POSSIBLE. 6. MILD STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. MILD STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. WHERE FIELD WELDING IS PERMITTED, GRIND WELDS SMOOTH TO TOUCH. REPAIR GALVANIZED SURFACES WITH COLD GALVANIZING COMPOUND AND TWO COATS OF BRUSH-ON ZRC GALVILITE PAINT. 7. USE APPROPRIATE TOOLS FOR WELDING AND GRINDING STAINLESS USE APPROPRIATE TOOLS FOR WELDING AND GRINDING STAINLESS STEEL IN ORDER TO AVOID CONTAMINATING SURFACES WITH FERROUS METAL. TREAT STAINLESS STEEL SURFACES TO PREVENT STAINING AND CORROSION. 8. CONTRACTOR SHALL EXERCISE CARE TO AVOID DIRECT PERMANENT CONTRACTOR SHALL EXERCISE CARE TO AVOID DIRECT PERMANENT CONTACT BETWEEN GALVANIZED AND STAINLESS STEEL. USE GALVANIZED FASTENER FOR GALVANIZED ITEMS AND STAINLESS STEEL FASTENERS FOR STAINLESS STEEL AND ALUMINUM ITEMS.

GENERAL SITE PLANA

C-2

STATE OF HAWAII

SHT./OF

DESCRIPTIONSYM.

DATE APPROVED

DRAWING NO.

DATECHIEF ENGINEER

C-2

GENERAL SITE PLAN

JOB NO. KA18-02 SHEET NO. 4 OF 17 SHEETS

SUBMITTED:

DATE:

SCALE:

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

REVISION

NO.

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

PORT ALLEN SMALL BOAT HARBOR

NEW HARBOR OFFICE

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

ALA UKA

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

EXIST. BOAT

AutoCAD SHX Text

LAUNCHING

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

EXIST. INNER

AutoCAD SHX Text

BREAKWATER

AutoCAD SHX Text

EXIST. VERT.

AutoCAD SHX Text

PILES (7 TOTAL)

AutoCAD SHX Text

EXIST. OUTER

AutoCAD SHX Text

BREAKWATER

AutoCAD SHX Text

EXIST. A.C. PAVEMENT

AutoCAD SHX Text

EXIST. OUTER

AutoCAD SHX Text

BREAKWATER

AutoCAD SHX Text

EXIST. OUTER

AutoCAD SHX Text

BREAKWATER

AutoCAD SHX Text

%%UEXIST.

AutoCAD SHX Text

%%UPIER "B"

AutoCAD SHX Text

%%UEXIST.

AutoCAD SHX Text

%%UPIER "A"

AutoCAD SHX Text

EXIST. 12" SQ.

AutoCAD SHX Text

CONC. MOORING

AutoCAD SHX Text

PILES (TYP.)

AutoCAD SHX Text

EXIST. 12" SQ. CONC.

AutoCAD SHX Text

MOORING PILE ALREADY

AutoCAD SHX Text

CUT OFF AT MUDLINE

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

DOCK

AutoCAD SHX Text

EXIST. CONC. ACCESSIBLE PARKING STALL

AutoCAD SHX Text

EXIST. CONC. WALKWAY

AutoCAD SHX Text

EXIST. ACCESSIBLE CROSS-WALK

AutoCAD SHX Text

EXIST. CONC. ACCESSIBLE AISLE

AutoCAD SHX Text

EXIST. CONC. WALKWAY

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

EXIST. 12" SQ. CONC.

AutoCAD SHX Text

MOORING PILES TO

AutoCAD SHX Text

REMAIN (TYP.)

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

FLOATING

AutoCAD SHX Text

DOCK

AutoCAD SHX Text

EXIST. 5'-0" WIDE

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

PUMP-OUT

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

PROJECT LOCATION EXISTING OFFICE CONTAINER BUILDING (SEE PHOTO 1-4)

AutoCAD SHX Text

SCALE: 1" = 20'-0"1" = 20'-0"

AutoCAD SHX Text

SCALE: 1" = 40'

AutoCAD SHX Text

FEET

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

PHOTO 1

AutoCAD SHX Text

PHOTO 2

AutoCAD SHX Text

PHOTO 4

PHOTO 3

DEMOLITION PLANA

C-3

SECTION2

EXISTING CONCRETE WALKWAY1

STATE OF HAWAII

SHT./OF

DESCRIPTIONSYM.

DATE APPROVED

DRAWING NO.

DATECHIEF ENGINEER

C-3

DEMOLITION PLAN

JOB NO. KA18-02 SHEET NO. 5 OF 17 SHEETS

SUBMITTED:

DATE:

SCALE:

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

REVISION

NO.

DEPARTMENT OF LAND AND NATURAL RESOURCES

DIVISION OF BOATING AND OCEAN RECREATION

PORT ALLEN SMALL BOAT HARBOR

NEW HARBOR OFFICE

AutoCAD SHX Text

SCALE: 1" = 20'1" = 20'

AutoCAD SHX Text

FEET

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SCALE: 1" = 20'-0"1" = 20'-0"

AutoCAD SHX Text (comfort station)

AutoCAD SHX Text tile building

AutoCAD SHX Text container

AutoCAD SHX Text shipping

AutoCAD SHX Text (`` " 601 to `` " 602)

AutoCAD SHX Text elevtion=4.94

AutoCAD SHX Text mag nail 600

AutoCAD SHX Text fb 1671/40,43,52

AutoCAD SHX Text elev=4.51

AutoCAD SHX Text `` "conc 601

AutoCAD SHX Text

FB 1671/36

AutoCAD SHX Text

ELEV=5.08

AutoCAD SHX Text

MAG NAIL 603

AutoCAD SHX Text 0.8

AutoCAD SHX Text 1.7

AutoCAD SHX Text 2.2

AutoCAD SHX Text 2.4

AutoCAD SHX Text (-)0.7

AutoCAD SHX Text (-)1.4

AutoCAD SHX Text (-)2.7

AutoCAD SHX Text (-)4.3

AutoCAD SHX Text (-)1.4

AutoCAD SHX Text (-)2.3

AutoCAD SHX Text 1.2

AutoCAD SHX Text (-)1.1

AutoCAD SHX Text (-)1.2

AutoCAD SHX Text 0.2

AutoCAD SHX Text (-)1.4

AutoCAD SHX Text (-)3.9

AutoCAD SHX Text (-)6.6

AutoCAD SHX Text (-)3.2

AutoCAD SHX Text (-)2.9

AutoCAD SHX Text 5.6

AutoCAD SHX Text 6.3

AutoCAD SHX Text 6.8

AutoCAD SHX Text 6.9

AutoCAD SHX Text 7.1

AutoCAD SHX Text 7.2

AutoCAD SHX Text 6.9

AutoCAD SHX Text 7.5

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.1

AutoCAD SHX Text 5.7

AutoCAD SHX Text 5.3

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.7

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.6

AutoCAD SHX Text 6.2

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.0

AutoCAD SHX Text 5.1

AutoCAD SHX Text 6.0

AutoCAD SHX Text 5.4

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.4

AutoCAD SHX Text 3.9

AutoCAD SHX Text cleat

AutoCAD SHX Text (-)2.2

AutoCAD SHX Text 4.7

AutoCAD SHX Text 0.1

AutoCAD SHX Text 3.9

AutoCAD SHX Text 5.0ct

AutoCAD SHX Text 3.8

AutoCAD SHX Text (-)0.4

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.8

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.5

AutoCAD SHX Text 3.1

AutoCAD SHX Text 4.6top

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.9top

AutoCAD SHX Text 5.1top

AutoCAD SHX Text 5.0

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.3

AutoCAD SHX Text 5.0

AutoCAD SHX Text 5.1

AutoCAD SHX Text 4.2

AutoCAD SHX Text 3.7

AutoCAD SHX Text 4.4

AutoCAD SHX Text 5.0

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.3

AutoCAD SHX Text 5.6

AutoCAD SHX Text 6.0

AutoCAD SHX Text 5.8

AutoCAD SHX Text 5.1

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.9

AutoCAD SHX Text

4.8 hose bibb on

AutoCAD SHX Text 5.1

AutoCAD SHX Text top=5.6

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.7

AutoCAD SHX Text 5.8

AutoCAD SHX Text 5.2

AutoCAD SHX Text 4.3

AutoCAD SHX Text 5.1

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.2top

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.6ct

AutoCAD SHX Text

4.6 (2)ct

AutoCAD SHX Text (-)4.7

AutoCAD SHX Text (-)2.6

AutoCAD SHX Text (-)0.9

AutoCAD SHX Text (-)0.6

AutoCAD SHX Text (-)0.3

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.6

AutoCAD SHX Text 2.7

AutoCAD SHX Text 3.6

AutoCAD SHX Text (-)6.5

AutoCAD SHX Text (-)9.9

AutoCAD SHX Text (-)12.1

AutoCAD SHX Text (-)3.4

AutoCAD SHX Text (-)3.6

AutoCAD SHX Text 5.1

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.4

AutoCAD SHX Text 6.0

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.1

AutoCAD SHX Text 6.0

AutoCAD SHX Text 5.2

AutoCAD SHX Text 6.0

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.7

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.7

AutoCAD SHX Text 6.0

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.7

AutoCAD SHX Text 6.2

AutoCAD SHX Text 5.8

AutoCAD SHX Text 6.2

AutoCAD SHX Text 6.0

AutoCAD SHX Text 6.2

AutoCAD SHX Text 5.8top

AutoCAD SHX Text 5.4

AutoCAD SHX Text 5.5

AutoCAD SHX Text

`` "CONC 603-A

AutoCAD SHX Text

ELEV=5.17

AutoCAD SHX Text

FB 1671/38

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text 2.5' high pipe railing

AutoCAD SHX Text concrete header w/

AutoCAD SHX Text 6"tile wall

AutoCAD SHX Text concrete

AutoCAD SHX Text ramp

AutoCAD SHX Text 5.9wv box

AutoCAD SHX Text meco box

AutoCAD SHX Text edge of pavement

AutoCAD SHX Text ``access aisle"

AutoCAD SHX Text sign

AutoCAD SHX Text parking" sign

AutoCAD SHX Text 5.5``handi-cap

AutoCAD SHX Text parking"sign

AutoCAD SHX Text ``handi-cap

AutoCAD SHX Text

CONC.

AutoCAD SHX Text tile building

AutoCAD SHX Text

CONTAINER

AutoCAD SHX Text coco

AutoCAD SHX Text d=1

AutoCAD SHX Text h=25

AutoCAD SHX Text ``access aisle"

AutoCAD SHX Text parking"

AutoCAD SHX Text sign

AutoCAD SHX Text ``handi-cap

AutoCAD SHX Text concrete

AutoCAD SHX Text wheelstop

AutoCAD SHX Text concrete

AutoCAD SHX Text wheelstop

AutoCAD SHX Text blue striping

AutoCAD SHX Text white striping

AutoCAD SHX Text blue striping

AutoCAD SHX Text ac curb

AutoCAD SHX Text 5.1meco box

AutoCAD SHX Text pole

AutoCAD SHX Text (2)hose

AutoCAD SHX Text concrete slab

AutoCAD SHX Text concrete box w/

AutoCAD SHX Text metal cover

AutoCAD SHX Text ac pavement

AutoCAD SHX Text concrete boat launch ramp

AutoCAD SHX Text damaged concrete catwalk

AutoCAD SHX Text wooden

AutoCAD SHX Text ramp - no parking"

AutoCAD SHX Text wooden pole w/st.lt.

AutoCAD SHX Text and sign``danger slippery

AutoCAD SHX Text shower post

AutoCAD SHX Text wood beam

AutoCAD SHX Text concrete wall

AutoCAD SHX Text ``prohibited activities"

AutoCAD SHX Text sign

AutoCAD SHX Text blue

AutoCAD SHX Text striping

AutoCAD SHX Text 5.42tc

AutoCAD SHX Text 4.9ac

AutoCAD SHX Text h=2.3'

AutoCAD SHX Text (comfort station)

AutoCAD SHX Text 12.8tw

AutoCAD SHX Text 6.1conc

AutoCAD SHX Text 5.8grd

AutoCAD SHX Text 12.9tw

AutoCAD SHX Text 5.8bw

AutoCAD SHX Text 12.8tw

AutoCAD SHX Text 6.0bw

AutoCAD SHX Text 5.4grd

AutoCAD SHX Text metal

AutoCAD SHX Text shed

AutoCAD SHX Text cover=5.97

AutoCAD SHX Text inv=5.67

AutoCAD SHX Text (box drain)

AutoCAD SHX Text 5.3conc

AutoCAD SHX Text 5.8top

AutoCAD SHX Text 5.3conc

AutoCAD SHX Text 5.8top

AutoCAD SHX Text 5.3conc

AutoCAD SHX Text concrete

AutoCAD SHX Text wheelstop

AutoCAD SHX Text concrete

AutoCAD SHX Text wheelstop

AutoCAD SHX Text revetment

AutoCAD SHX Text bottom rock bank

AutoCAD SHX Text 5.0tw

AutoCAD SHX Text 4.1tw(conc)

AutoCAD SHX Text 6.8top

AutoCAD SHX Text 6.5conc

AutoCAD SHX Text 5.6conc

AutoCAD SHX Text 6.8top

AutoCAD SHX Text 5.9ac

AutoCAD SHX Text 6.5conc

AutoCAD SHX Text 7.1top

AutoCAD SHX Text 5.8ac

AutoCAD SHX Text 6.8conc

AutoCAD SHX Text 7.7top

AutoCAD SHX Text 6.4ac

AutoCAD SHX Text 7.4conc

AutoCAD SHX Text 8.3top

AutoCAD SHX Text 6.8ac

AutoCAD SHX Text 8.0conc

AutoCAD SHX Text 8.2top

AutoCAD SHX Text 7.9conc

AutoCAD SHX Text 7.7top

AutoCAD SHX Text 7.4conc

AutoCAD SHX Text 6.3grd

AutoCAD SHX Text 7.1top

AutoCAD SHX Text 6.1grd

AutoCAD SHX Text 6.9conc

AutoCAD SHX Text 7.1top

AutoCAD SHX Text 6.8conc

AutoCAD SHX Text 6.0grd

AutoCAD SHX Text 7.1top

AutoCAD SHX Text 6.8conc

AutoCAD SHX Text 5.8grd

AutoCAD SHX Text 7.1top

AutoCAD SHX Text 6.8conc

AutoCAD SHX Text 5.9grd

AutoCAD SHX Text 6.7top

AutoCAD SHX Text 6.4conc

AutoCAD SHX Text 5.8grd

AutoCAD SHX Text concrete ramp

AutoCAD SHX Text 7.9t.step

AutoCAD SHX Text 6.7grd

AutoCAD SHX Text 7.1t.step

AutoCAD SHX Text 6.8grd

AutoCAD SHX Text 6.7ac

AutoCAD SHX Text 7.1t.step

AutoCAD SHX Text 7.3top

AutoCAD SHX Text 6.8ac

AutoCAD SHX Text 5.50tc

AutoCAD SHX Text 5.1ac

AutoCAD SHX Text 5.55tc

AutoCAD SHX Text 5.1ac

AutoCAD SHX Text 5.50tc

AutoCAD SHX Text 5.0ac

AutoCAD SHX Text 5.40tc

AutoCAD SHX Text 4.9ac

AutoCAD SHX Text 5.26tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.23tc

AutoCAD SHX Text 4.7ac

AutoCAD SHX Text 5.32tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.13tc

AutoCAD SHX Text 4.6ac

AutoCAD SHX Text 5.30tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.40tc

AutoCAD SHX Text 4.9ac

AutoCAD SHX Text 5.41tc

AutoCAD SHX Text 4.9ac

AutoCAD SHX Text 5.32tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.51tc

AutoCAD SHX Text 5.0ac

AutoCAD SHX Text 5.40tc

AutoCAD SHX Text 4.9ac

AutoCAD SHX Text 4.9tw

AutoCAD SHX Text 4.0tw

AutoCAD SHX Text 4.7tw

AutoCAD SHX Text 3.8tw

AutoCAD SHX Text 4.7tw

AutoCAD SHX Text 3.8tw

AutoCAD SHX Text 4.7tw

AutoCAD SHX Text 3.8tw

AutoCAD SHX Text 4.7tw

AutoCAD SHX Text 3.8tw

AutoCAD SHX Text 4.8tw

AutoCAD SHX Text 3.9tw

AutoCAD SHX Text 4.2t.ramp

AutoCAD SHX Text 3.3conc

AutoCAD SHX Text bottom of bank

AutoCAD SHX Text concrete

AutoCAD SHX Text jacket

AutoCAD SHX Text top of bank

AutoCAD SHX Text 3.0conc

AutoCAD SHX Text w a l l

AutoCAD SHX Text 1.6conc

AutoCAD SHX Text (-)0.7grd

AutoCAD SHX Text (-)1.6grd

AutoCAD SHX Text

ROCK WALL

AutoCAD SHX Text

5.2 meco box

AutoCAD SHX Text (filled w/water)

AutoCAD SHX Text 1.7conc

AutoCAD SHX Text 4.2top

AutoCAD SHX Text (-)1.0rock

AutoCAD SHX Text 4.3top

AutoCAD SHX Text 0.0rock

AutoCAD SHX Text 4.3top

AutoCAD SHX Text (-)4.3grd

AutoCAD SHX Text 4.2top

AutoCAD SHX Text (-)4.4grd

AutoCAD SHX Text concrete

AutoCAD SHX Text c r m

AutoCAD SHX Text top of rock bank

AutoCAD SHX Text loose rocks

AutoCAD SHX Text concrete

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text P a c i f i c O c e a n

AutoCAD SHX Text

`` " CONC CP-4

AutoCAD SHX Text 336%%d 19' 33" 803.17 (`` " 601 to Brass Disk K-1)

AutoCAD SHX Text 302%%d 46' 28" 156.37 (`` " 601 to Mag Nail 603)

AutoCAD SHX Text 308%%d 41' 13" 269.51

AutoCAD SHX Text (`` " 601 to Mag Nail 600)

AutoCAD SHX Text 66%%d 15' 35" 447.73

AutoCAD SHX Text

OH/U

AutoCAD SHX Text 66%%d 15' 27" 173.19

AutoCAD SHX Text (`` " 601 to Mag Nail 602-B)

AutoCAD SHX Text sign

AutoCAD SHX Text steps

AutoCAD SHX Text top metal

AutoCAD SHX Text catwalk

AutoCAD SHX Text bibb

AutoCAD SHX Text floodlight

AutoCAD SHX Text monument

AutoCAD SHX Text 10.0

AutoCAD SHX Text 8.1

AutoCAD SHX Text sign

AutoCAD SHX Text 8.6

AutoCAD SHX Text 6.9

AutoCAD SHX Text 9.8

AutoCAD SHX Text 10.6

AutoCAD SHX Text 9.1

AutoCAD SHX Text 8.5

AutoCAD SHX Text 8.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.7

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.7

AutoCAD SHX Text 8.4

AutoCAD SHX Text 6.9

AutoCAD SHX Text 7.0conc

AutoCAD SHX Text 6.4

AutoCAD SHX Text 7.3

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.5

AutoCAD SHX Text 5.6

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.2

AutoCAD SHX Text 6.9

AutoCAD SHX Text 8.9

AutoCAD SHX Text 11.5

AutoCAD SHX Text 6.3

AutoCAD SHX Text 6.4

AutoCAD SHX Text 6.3

AutoCAD SHX Text 6.2

AutoCAD SHX Text 6.1

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.8

AutoCAD SHX Text 6.4

AutoCAD SHX Text 6.1

AutoCAD SHX Text 7.4

AutoCAD SHX Text 9.1

AutoCAD SHX Text 9.8

AutoCAD SHX Text 5.4

AutoCAD SHX Text 5.3

AutoCAD SHX Text 3.9

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.5

AutoCAD SHX Text sign

AutoCAD SHX Text 3.7

AutoCAD SHX Text 2.9

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.4

AutoCAD SHX Text 5.3

AutoCAD SHX Text 5.1

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.9

AutoCAD SHX Text 5.0

AutoCAD SHX Text 5.1

AutoCAD SHX Text 6.1

AutoCAD SHX Text 5.9

AutoCAD SHX Text 5.6

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.9

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.6

AutoCAD SHX Text 6.1

AutoCAD SHX Text 5.6

AutoCAD SHX Text 2.0

AutoCAD SHX Text 3.3

AutoCAD SHX Text 2.7

AutoCAD SHX Text (-)2.9

AutoCAD SHX Text (-)3.1

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.7

AutoCAD SHX Text 4.3

AutoCAD SHX Text (-)2.4

AutoCAD SHX Text (-)1.8

AutoCAD SHX Text (-)2.5

AutoCAD SHX Text (-)1.7

AutoCAD SHX Text (-)2.6

AutoCAD SHX Text (-)2.3

AutoCAD SHX Text (-)2.6

AutoCAD SHX Text (-)1.1

AutoCAD SHX Text (-)1.7

AutoCAD SHX Text Spike CP-2

AutoCAD SHX Text fb 1671/59

AutoCAD SHX Text (-)8.1

AutoCAD SHX Text (-)9.2

AutoCAD SHX Text (-)8.5

AutoCAD SHX Text (-)8.0

AutoCAD SHX Text (-)7.9

AutoCAD SHX Text (-)7.4

AutoCAD SHX Text (-)6.4

AutoCAD SHX Text (-)6.9

AutoCAD SHX Text (-)7.3

AutoCAD SHX Text (-)3.9

AutoCAD SHX Text (-)3.4

AutoCAD SHX Text (-)2.2

AutoCAD SHX Text (-)9.5

AutoCAD SHX Text (-)8.8

AutoCAD SHX Text (-)8.7

AutoCAD SHX Text (-)11.0

AutoCAD SHX Text (-)9.9

AutoCAD SHX Text (-)8.7

AutoCAD SHX Text (-)8.3

AutoCAD SHX Text (-)7.3

AutoCAD SHX Text (-)9.3

AutoCAD SHX Text (-)8.8

AutoCAD SHX Text (-)9.6

AutoCAD SHX Text (-)11.5

AutoCAD SHX Text (-)10.6

AutoCAD SHX Text (-)10.7

AutoCAD SHX Text (-)10.8

AutoCAD SHX Text (-)11.0

AutoCAD SHX Text (-)10.0

AutoCAD SHX Text (-)9.7

AutoCAD SHX Text (-)9.0

AutoCAD SHX Text (-)10.7

AutoCAD SHX Text (-)9.8

AutoCAD SHX Text (-)10.5

AutoCAD SHX Text (-)11.0

AutoCAD SHX Text (-)11.2

AutoCAD SHX Text (-)9.9

AutoCAD SHX Text (-)4.9

AutoCAD SHX Text (-)5.0

AutoCAD SHX Text (-)3.4

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.5

AutoCAD SHX Text 7.0

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.4

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.4

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.2

AutoCAD SHX Text 5.8

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.1

AutoCAD SHX Text 3.3

AutoCAD SHX Text 4.0

AutoCAD SHX Text 5.1

AutoCAD SHX Text 4.0

AutoCAD SHX Text 5.3

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.2

AutoCAD SHX Text depression

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.0

AutoCAD SHX Text 18.5

AutoCAD SHX Text 19.7

AutoCAD SHX Text 20.0

AutoCAD SHX Text 18.9

AutoCAD SHX Text 18.6

AutoCAD SHX Text 16.4

AutoCAD SHX Text 16.7

AutoCAD SHX Text 17.4

AutoCAD SHX Text 16.1

AutoCAD SHX Text 17.0

AutoCAD SHX Text 17.4

AutoCAD SHX Text 15.5

AutoCAD SHX Text 12.5

AutoCAD SHX Text 14.7

AutoCAD SHX Text 13.3

AutoCAD SHX Text 12.9

AutoCAD SHX Text 11.8

AutoCAD SHX Text 11.5

AutoCAD SHX Text 10.5

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.4

AutoCAD SHX Text 8.1

AutoCAD SHX Text 7.1

AutoCAD SHX Text 6.4

AutoCAD SHX Text 6.9

AutoCAD SHX Text 5.8

AutoCAD SHX Text 5.3

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.1

AutoCAD SHX Text 5.7

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.6

AutoCAD SHX Text 7.5

AutoCAD SHX Text 6.2

AutoCAD SHX Text 5.8

AutoCAD SHX Text 6.1

AutoCAD SHX Text 6.4

AutoCAD SHX Text 11.8

AutoCAD SHX Text fb 1671/53

AutoCAD SHX Text elev=5.27

AutoCAD SHX Text 2.6top

AutoCAD SHX Text (-)8.7grd

AutoCAD SHX Text cleat

AutoCAD SHX Text 4.70tc

AutoCAD SHX Text 4.2ac

AutoCAD SHX Text 4.59tc

AutoCAD SHX Text 4.1ac

AutoCAD SHX Text 4.53tc

AutoCAD SHX Text 4.0ac

AutoCAD SHX Text 4.59tc

AutoCAD SHX Text 4.1ac

AutoCAD SHX Text 4.46tc

AutoCAD SHX Text 4.1ac

AutoCAD SHX Text hose bibb

AutoCAD SHX Text @low point

AutoCAD SHX Text 4.60top

AutoCAD SHX Text 4.1conc

AutoCAD SHX Text 4.60top

AutoCAD SHX Text 4.1conc

AutoCAD SHX Text 4.62top

AutoCAD SHX Text 4.1conc

AutoCAD SHX Text 4.63top

AutoCAD SHX Text 4.1conc

AutoCAD SHX Text 4.51top

AutoCAD SHX Text 4.0conc

AutoCAD SHX Text 4.52top

AutoCAD SHX Text 4.0conc

AutoCAD SHX Text 4.47top

AutoCAD SHX Text 4.0conc

AutoCAD SHX Text 5.2t.block

AutoCAD SHX Text 4.1t.pier

AutoCAD SHX Text 5.3t.block

AutoCAD SHX Text 4.2t.pier

AutoCAD SHX Text 5.3t.block

AutoCAD SHX Text 4.2t.pier

AutoCAD SHX Text 5.1t.block

AutoCAD SHX Text 4.0t.pier

AutoCAD SHX Text 5.3t.block

AutoCAD SHX Text 4.2t.pier

AutoCAD SHX Text light

AutoCAD SHX Text post

AutoCAD SHX Text hose

AutoCAD SHX Text bibb

AutoCAD SHX Text 3.9t.pier

AutoCAD SHX Text (-)7.1grd

AutoCAD SHX Text 4.0t.pier

AutoCAD SHX Text (-)8.1grd

AutoCAD SHX Text 4.1t.pier

AutoCAD SHX Text (-)8.7grd

AutoCAD SHX Text 4.0t.pier

AutoCAD SHX Text (-)10.8grd

AutoCAD SHX Text wood

AutoCAD SHX Text block

AutoCAD SHX Text 4.2t.pier

AutoCAD SHX Text (-)8.1grd

AutoCAD SHX Text 4.2t.pier

AutoCAD SHX Text (-)9.3grd

AutoCAD SHX Text 4.2t.pier

AutoCAD SHX Text (-)11.2grd

AutoCAD SHX Text 4.1t.pier

AutoCAD SHX Text (-)9.2grd

AutoCAD SHX Text 4.0t.pier

AutoCAD SHX Text (-)5.8grd

AutoCAD SHX Text top=4.0

AutoCAD SHX Text bot=3.8

AutoCAD SHX Text concrete post

AutoCAD SHX Text w/ sign

AutoCAD SHX Text ``active loading

AutoCAD SHX Text & unloading only

AutoCAD SHX Text 30min. max"

AutoCAD SHX Text plumeria

AutoCAD SHX Text d=0.8

AutoCAD SHX Text h=6

AutoCAD SHX Text s=10

AutoCAD SHX Text pole#7260

AutoCAD SHX Text lt std#4

AutoCAD SHX Text coco

AutoCAD SHX Text d=1.7

AutoCAD SHX Text h=45

AutoCAD SHX Text coco

AutoCAD SHX Text d=2

AutoCAD SHX Text h=60

AutoCAD SHX Text coco

AutoCAD SHX Text d=2

AutoCAD SHX Text h=60

AutoCAD SHX Text banyan

AutoCAD SHX Text d=5

AutoCAD SHX Text h=15

AutoCAD SHX Text s=20

AutoCAD SHX Text hose

AutoCAD SHX Text bibb

AutoCAD SHX Text 6.4tw

AutoCAD SHX Text 5.1grd

AutoCAD SHX Text 7.0tw

AutoCAD SHX Text 5.7grd

AutoCAD SHX Text 6.6tw

AutoCAD SHX Text 5.5grd

AutoCAD SHX Text 6.7tw

AutoCAD SHX Text 5.8grd

AutoCAD SHX Text concrete

AutoCAD SHX Text piling

AutoCAD SHX Text pavement

AutoCAD SHX Text edge

AutoCAD SHX Text of

AutoCAD SHX Text pavement

AutoCAD SHX Text of

AutoCAD SHX Text edge

AutoCAD SHX Text pavement

AutoCAD SHX Text edge

AutoCAD SHX Text of

AutoCAD SHX Text ac patch

AutoCAD SHX Text 6.9tw

AutoCAD SHX Text 5.8grd

AutoCAD SHX Text 6.7tw

AutoCAD SHX Text 5.6grd

AutoCAD SHX Text ``stop"

AutoCAD SHX Text sign

AutoCAD SHX Text chain

AutoCAD SHX Text post

AutoCAD SHX Text h=3'

AutoCAD SHX Text 6.0

AutoCAD SHX Text chain

AutoCAD SHX Text post

AutoCAD SHX Text h=3'

AutoCAD SHX Text 7.0tw

AutoCAD SHX Text 6.0grd

AutoCAD SHX Text 8.3tw

AutoCAD SHX Text 7.3grd

AutoCAD SHX Text 9.9tw

AutoCAD SHX Text 9.0grd

AutoCAD SHX Text 10.3tw

AutoCAD SHX Text 9.3grd

AutoCAD SHX Text 12.8tw

AutoCAD SHX Text 12.1grd

AutoCAD SHX Text plumeria

AutoCAD SHX Text d=1

AutoCAD SHX Text h=8

AutoCAD SHX Text s=10

AutoCAD SHX Text plumeria

AutoCAD SHX Text d=0.5

AutoCAD SHX Text h=6

AutoCAD SHX Text s=7

AutoCAD SHX Text banyan

AutoCAD SHX Text d=3.5

AutoCAD SHX Text h=20

AutoCAD SHX Text s=15

AutoCAD SHX Text 8.4

AutoCAD SHX Text ``no parking

AutoCAD SHX Text anytime"

AutoCAD SHX Text banyan

AutoCAD SHX Text d=2.3

AutoCAD SHX Text h=15

AutoCAD SHX Text s=15

AutoCAD SHX Text milo

AutoCAD SHX Text d=3

AutoCAD SHX Text h=25

AutoCAD SHX Text s=20

AutoCAD SHX Text d=1

AutoCAD SHX Text coco

AutoCAD SHX Text h=20

AutoCAD SHX Text coco

AutoCAD SHX Text d=1.5

AutoCAD SHX Text h=40

AutoCAD SHX Text coco

AutoCAD SHX Text d=1.5

AutoCAD SHX Text h=40

AutoCAD SHX Text coco

AutoCAD SHX Text d=1

AutoCAD SHX Text bank

AutoCAD SHX Text of

AutoCAD SHX Text bottom

AutoCAD SHX Text top

AutoCAD SHX Text coco

AutoCAD SHX Text d=2

AutoCAD SHX Text h=45

AutoCAD SHX Text cleanout

AutoCAD SHX Text wastewater

AutoCAD SHX Text top=7.09

AutoCAD SHX Text 6.9grd

AutoCAD SHX Text 6.8grd

AutoCAD SHX Text coco

AutoCAD SHX Text d=2

AutoCAD SHX Text h=50

AutoCAD SHX Text coco

AutoCAD SHX Text d=2

AutoCAD SHX Text h=40

AutoCAD SHX Text container

AutoCAD SHX Text shipping

AutoCAD SHX Text top=5.38

AutoCAD SHX Text t.dirt=5.1

AutoCAD SHX Text sump

AutoCAD SHX Text 3.9tw

AutoCAD SHX Text (-)1.1grd

AutoCAD SHX Text 5.41tc

AutoCAD SHX Text 4.9ac

AutoCAD SHX Text 5.34tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.28tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.29tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.24tc

AutoCAD SHX Text 4.7ac

AutoCAD SHX Text 5.29tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.30tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.35tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.35tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.36tc

AutoCAD SHX Text 4.9ac

AutoCAD SHX Text 5.39tc

AutoCAD SHX Text 4.9ac

AutoCAD SHX Text 5.26tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 5.25tc

AutoCAD SHX Text 4.8ac

AutoCAD SHX Text 4.5

AutoCAD SHX Text concrete

AutoCAD SHX Text piling

AutoCAD SHX Text 4"pvc

AutoCAD SHX Text 2"pvc

AutoCAD SHX Text 4.1

AutoCAD SHX Text ``stop"

AutoCAD SHX Text 4.2

AutoCAD SHX Text ``crab net fishing

AutoCAD SHX Text dip net fishing and

AutoCAD SHX Text sign

AutoCAD SHX Text poling in designated area"

AutoCAD SHX Text ``consumption of

AutoCAD SHX Text alcohol in any

AutoCAD SHX Text state harbor

AutoCAD SHX Text is illegal" sign

AutoCAD SHX Text 3.9

AutoCAD SHX Text 4.92tc

AutoCAD SHX Text 4.4ac

AutoCAD SHX Text 5.05tc

AutoCAD SHX Text 4.6ac

AutoCAD SHX Text 5.21tc

AutoCAD SHX Text 4.7ac

AutoCAD SHX Text 5.22tc

AutoCAD SHX Text 4.7ac

AutoCAD SHX Text 5.19tc

AutoCAD SHX Text 4.7ac

AutoCAD SHX Text concrete

AutoCAD SHX Text walkway

AutoCAD SHX Text tie down

AutoCAD SHX Text ``no parking

AutoCAD SHX Text anytime"

AutoCAD SHX Text sign

AutoCAD SHX Text w/ tire fender

AutoCAD SHX Text concrete wall

AutoCAD SHX Text ac curb

AutoCAD SHX Text edge of pavement

AutoCAD SHX Text concrete

AutoCAD SHX Text piling

AutoCAD SHX Text concrete piling

AutoCAD SHX Text 216%%d 07' 58" 301.38

AutoCAD SHX Text (`` " CONC CP-4 to spike CP-2)

AutoCAD SHX Text concrete wall

AutoCAD SHX Text cleat

AutoCAD SHX Text ac curb

AutoCAD SHX Text (3)plastic

AutoCAD SHX Text wheel

AutoCAD SHX Text stop

AutoCAD SHX Text (2)plastic

AutoCAD SHX Text wheel

AutoCAD SHX Text stop

AutoCAD SHX Text (2)plastic

AutoCAD SHX Text wheel

AutoCAD SHX Text stop

AutoCAD SHX Text (2)plastic

AutoCAD SHX Text wheel

AutoCAD SHX Text stop

AutoCAD SHX Text t.pipe=3.03(2"pvc)

AutoCAD SHX Text inv=1.74(4"pvc)

AutoCAD SHX Text t.pipe=2.79(2"stainless)

AutoCAD SHX Text floor=(-)0.71

AutoCAD SHX Text ts=6.45

AutoCAD SHX Text inv=4.53(2"pvc)

AutoCAD SHX Text top=6.79

AutoCAD SHX Text 2"stainless

AutoCAD SHX Text SFM2"(per plan)

AutoCAD SHX Text duplex

AutoCAD SHX Text pump station

AutoCAD SHX Text 2"pvc

AutoCAD SHX Text plugged

AutoCAD SHX Text inv=1.54(2"pvc plugged)

AutoCAD SHX Text drainage

AutoCAD SHX Text

OH/U

AutoCAD SHX Text

OH/U

AutoCAD SHX Text

OH/U

AutoCAD SHX Text U/E(per plan)

AutoCAD SHX Text…

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File details come from the government source that posted it. Updated Jul 12, 2024.