Page 1 Construction Plans For: PUAA SUEDIVISION (aka ...
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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION AS DEFINED IN SECTION 16-115-2, HAWAII ADMINISTRATIVE RULES, DEPARTMENT OF COMMERCE AND CONSUMER AFFAIRS, STATE OF HAWAII, PROFESSIONAL ENGINEERS, ARCHITECTS, SURVEYORS AND LANDSCAPE ARCHITECTS.
LICENSE EXPIRES: APRIL 30, 2018
TS-1
Kamaaina Rd A
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A THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION AS DEFINED IN SECTION 16-115-2, HAWAII ADMINISTRATIVE RULES, DEPARTMENT OF COMMERCE AND CONSUMER AFFAIRS, STATE OF HAWAII, PROFESSIONAL ENGINEERS, ARCHITECTS, SURVEYORS AND LANDSCAPE ARCHITECTS.
LICENSE EXPIRES: APRIL 30, 2018
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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION AS DEFINED IN SECTION 16-115-2, HAWAII ADMINISTRATIVE RULES, DEPARTMENT OF COMMERCE AND CONSUMER AFFAIRS, STATE OF HAWAII, PROFESSIONAL ENGINEERS, ARCHITECTS, SURVEYORS AND LANDSCAPE ARCHITECTS.
LICENSE EXPIRES: APRIL 30, 2018
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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION AS DEFINED IN SECTION 16-115-2, HAWAII ADMINISTRATIVE RULES, DEPARTMENT OF COMMERCE AND CONSUMER AFFAIRS, STATE OF HAWAII, PROFESSIONAL ENGINEERS, ARCHITECTS, SURVEYORS AND LANDSCAPE ARCHITECTS.
LICENSE EXPIRES: APRIL 30, 2018
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560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER GENERAL SITE PLAN
WC-1
WATER NOTES FOR CONSTRUCTION PLANS: 1.
2.
3.
UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND CONSTRUCTION OF WATER SYSTEM FACILITIES AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE “WATER SYSTEM STANDARDS", DATED 2002, AS ADOPTED BY THE DEPARTMENT OF WATER, COUNTY OF MAUI, AND ALL SUBSEQUENT AMENDMENTS AND ADDITIONS FOR USE IN THE DESIGN AND CONSTRUCTION OF THE DEPARTMENT'S WATER SYSTEM FACILITIES. ALL MATERIALS (PIPE, PIPE LUBRICANTS, PAINTS, SEALANTS, FORM OIL, CONCRETE ADMIXTURES, ETC.) IN DIRECT CONTACT WITH POTABLE WATER SHALL OBTAIN NATIONAL SANITATION FOUNDATION (NSF) APPROVALS. THE CONTRACTOR SHALL SUBMIT THESE APPROVALS TO THE ENGINEER FOR REVIEW AND APPROVAL ONE (1) WEEK PRIOR TO ITS APPLICATION. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE PROFESSIONAL ENGINEER MONITORING CONSTRUCTION, OF MODIFICATIONS THAT ARISE DURING CONSTRUCTION WHICH COULD AFFECT THE DEPARTMENT OF HEALTH'S APPROVAL OF THE PLANS. SUCH MODIFICATIONS SHALL NOT BE MADE WITHOUT APPROVAL OF THE ENGINEER.
4.
THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION CONFERENCE AT LEAST 10 DAYS BEFORE CONSTRUCTION AND SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION.
5.
THE CONTRACTOR SHALL SUBMIT THE NAME IF IT'S AUTHORIZED SUPERINTENDENT ON THE JOB. THE CONTRACTOR SHALL ALSO SUBMIT THE NAMES AND TELEPHONE NUMBERS OF AT LEAST THREE (3) PERSONS TO CONTACT IN CASE OF EMERGENCY DURING NON-WORKING HOURS.
6.
7.
8.
9.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO ANY TRENCHING, PIPE LAYING, BACKFILLING, TESTING OR CHLORINATION TO INSURE THE INSPECTIONAL SERVICES WILL BE AVAILABLE. THE CONTRACTOR SHALL VERIFY IN THE FIELD THE LOCATION OF THE EXISTING WATER MAINS AND APPURTENANCES. THE CONTRACTOR SHALL EXPOSE EXISTING WATER MAIN PRIOR TO TRENCHING. EXCAVATION AROUND ANY EXISTING WATER MAINS SHALL BE DONE BY HAND.
WATER SYSTEM NOTES:
CHLORINATION OF WATER SYSTEMS:
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMS (NPDES) AND OTHER AUTHORIZATIONS:
1.
THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING, ONE (1) WEEK PRIOR TO COMMENCEMENT OF WORK.
1.
THE GENERAL CONTRACTOR OF THE PROJECT SHALL OBTAIN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT COVERAGES FOR THE FOLLOWING:
2.
ALL MATERIALS USED AND METHOD OF CONSTRUCTION OF WATER SYSTEM FACILITIES SHALL BE IN ACCORDANCE WITH THE LATEST REVISIONS OF DWS STANDARDS. CONTRACTOR SHALL OBTAIN THE LATEST REVISIONS OF THE DWS STANDARD DETAILS BEFORE COMMENCING CONSTRUCTION.
3.
THE EXACT DEPTH AN LOCATION OF EXISTING WATERLINES, SERVICE LATERALS AND OTHER UTILITY ARE NOT KNOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE SAME PRIOR TO TRENCHING FOR THE NEW WATERLINE. THE COST FOR LOWERING, RELOCATING OR ADJUSTING EXISTING WATERLINES, SERVICE LATERALS AND OTHER UTILITIES SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE NEW WATERLINE, UNLESS NOTED OTHERWISE, AND WILL NOT BE PAID FOR SEPARATELY.
SHOULD CALCIUM HYPOCHLORITE BE USED, NO SOLID AND/OR UNDISSOLVED PORTION OF THE COMPOUND SHALL BE INTRODUCED INTO ANY SECTION OF THE PROJECT TO BE CHLORINATED.
6.
THE CONTRACTOR SHALL SUBMIT A MATERIALS LIST TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION.
5.
AT THE END OF THE 24-HOUR DISINFECTION PERIOD, REPRESENTATIVE SAMPLES SHALL BE TAKEN AND ANALYZED TO ASSURE A FREE CHLORINE RESIDUAL OF AT LEAST 10 PPM.
7.
FOR 316 STAINLESS STEEL BOLTING, HEAVY DUTY STAINLESS STEEL NUTS SHALL BE FURNISHED WITH TRIPAC 2000 BLUE COATING SYSTEM. ANTI-SEIZE SHALL NOT BE USED.
6.
8.
MINIMUM COVER OVER WATER MAIN, 6" DIAMETER OR LARGER, SHALL BE 3'-0”. MINIMUM COVER OF 4” DIAMETER SHALL BE 2'-6”. MINIMUM COVER FOR DIAMETER LESS THAN 4” SHALL BE 1'-6”.
SHOULD THE FREE CHLORINE RESIDUAL RESULTS INDICATE ADEQUATE CHLORINATION, THE PROJECT SHALL BE THOROUGHLY FLUSHED AND FILLED WITH WATER FROM THE EXISTING SYSTEM AND AGAIN TESTED FOR FREE CHLORINE RESIDUAL. THE FLUSHING SHALL BE CONSIDERED ADEQUATE IF THE TESTS RESULTS INDICATE THAT THE WATER IN THE PROJECT HAS COMPARABLE CHLORINE RESIDUAL AS THE WATER IN THE EXISTING SYSTEM.
9.
ALL BURIED METALS SHALL BE WARPED WITH POLY-WRAP. FOR DUCTILE IRON PIPE AND FITTINGS, POLY-WRAP IS REQUIRED EXCEPT WITHIN CONCRETE JACKETS.
7.
FOLLOWING THE ACCEPTABLE FLUSHING OF THE PROJECT, TWO CONSECUTIVE SETS OF ACCEPTANCE SAMPLES, TAKEN AT LEAST 24 HOURS APART, FROM REPRESENTATIVE POINTS IN THE PROJECT SHALL BE TAKEN AND SUBJECTED TO MICROBIOLOGICAL TESTS. AT LEAST ONE SET OF SAMPLES SHALL BE COLLECTED FROM EVERY 1,200 FEET OF THE NEW WATER MAIN, PLUS ONE FROM THE END OF THE LINE AND AT LEAST ONE SET FROM EACH BRANCH. POSITIVE RESULTS WILL NOT BE ACCEPTABLE AND THE PROCESS WILL BE REPEATED. FOR THE STORAGE TANK, THE SAMPLE SHALL BE COLLECTED FROM THE TANK'S EFFLUENT LINE SAMPLE TAP.
12. THERE SHALL BE NO PHYSICAL CONNECTION BETWEEN A PUBLIC AND PRIVATE POTABLE WATER SYSTEM AND A SEWER, OR APPURTENANCE THERETO WHICH COULD PERMIT THE PASSAGE OF ANY SEWAGE OR POLLUTED WATER INTO THE POTABLE WATER SUPPLY.
11. THE CONTRACTOR SHALL PAINT AND NUMBER THE FIRE HYDRANT. NUMBERING TO BE FURNISHED BY THE OWNER'S REPRESENTATIVE.
14. THE CONTRACTOR SHALL SUBMIT TWO SETS OF RECORD DRAWINGS VIA A CONSULTANT PRIOR TO ACCEPTANCE OF THE WATER SYSTEM. AN ELECTRONIC IMAGE FILE IN TIF OR PDF FORMAT SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE.
8.
ALL MEASUREMENTS FOR CHLORINE RESIDUAL SHALL BE ANALYZED USING E.P.A. APPROVED METHODS FOR DRINKING WATER.
9.
ALL MICROBIOLOGICAL TESTS SHALL BE PERFORMED BY A LABORATORY APPROVED BY THE DEPARTMENT OF HEALTH, STATE OF HAWAII.
TEMPORARY DUST CONTROL MEASURES: 1.
THE PROJECT SITE THAT IS GRADED OR VEGETATION SHALL BE DAMPENED SEVEN (7) DAYS A WEEK FOR DUST CONTROL. AT THE END OF EACH DAY, THE SITE SHALL BE SUFFICIENTLY DAMPENED SO THAT THE SITE WILL REMAIN MOISTENED DURING THE NIGHT.
2.
THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT EXCAVATION, EMBANKMENT, AND IMPORTED MATERIAL SHALL BE DAMPENED TO PREVENT DUST PROBLEMS.
3.
IN APPLYING FOR A GRADING PERMIT, THE CONTRACTOR SHALL SUBMIT PLANS, SCHEDULES AND/OR WRITTEN MEASURES WHICH PROVIDED FOR DUST CONTROL. THE DUST CONTROL MEASURES SHALL CONTAIN POSITIVE STATEMENTS WHICH REQUIRE ACTIONS OR WORK THAT PREVENT DUST PROBLEMS. NO PERMITS WILL BE ISSUED UNLESS THE COUNTY IS ASSURED THAT DUST PROBLEMS WILL BE MINIMIZED.
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
10. ALL MEASUREMENTS FOR CHLORINE RESIDUAL AND MICROBIOLOGICAL TESTS SHALL BE PERFORMED BY A LABORATORY APPROVED BY THE DEPARTMENT OF HEALTH, STATE OF HAWAII. 11. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ALL OF THE FOREGOING. 12. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD FOR DISINFECTING WATER MAINS, ANSI/AWWA C651-99, SECTION 4.4.3, CONTINUOUS FEED METHOD.
13. UNLESS OTHERWISE DIRECTED, PRIOR TO THE CONNECTION OF ANY PIPELINE TO THE EXISTING MAIN, THE PIPELINE INSTALLED SHALL BE PRESSURE TESTED, CLEANED, CHLORINATED, FLUSHED AND SAMPLED IN ACCORDANCE WITH THE “WATER SYSTEM STANDARDS”, DATED 2002.
13. THE STORAGE TANK SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD FOR "DISINFECTING WATER STORAGE FACILITIES, ANSI/AWWA C652-92, SECTION 4.1, CHLORINATION METHOD 1."
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL EFFLUENT ASSOCIATED WITH THE CONSTRUCTION ACTIVITY AND THE DISINFECTION AND HYDRO TESTING OPERATIONS TO SAFEGUARD PUBLIC HEALTH AND ENVIRONMENT IN ACCORDANCE WITH APPLICABLE STATE DEPARTMENT OF HEALTH REQUIREMENTS. A NEUTRALIZING CHEMICAL SHALL BE APPLIED TO THE WATER TO BE WASTED TO THOROUGHLY NEUTRALIZE THE CHLORINE RESIDUAL REMAINING IN THE WATER IN ACCORDANCE WITH AWWA C651-99, SECTION 4.5.2, AND APPENDIX C. ALL PERMITS AND LICENSES FOR CONSTRUCTION WATER DISPOSAL, INCLUDING ALL APPLICATIONS, CHARGES, FEES, AND TAXES, ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL WATER MAINS WATER DISPOSAL, INCLUDING ALL APPLICATIONS, CHARGES, FEES AND TAXES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
14. SEE ANSI/AWWA C651-99, SECTION 4.3.6 FOR SWABBING CHLORINATION PROCEDURES.
15. METALLIZED TAPE SHALL BE PLACED ABOVE ALL INSTALLED WATER MAINS. METALLIZED TAPE SHALL BE INSTALLED A MAXIMUM OF 24” AND A MINIMUM OF 12” BELOW FINISHED GRADE. IN NO INSTANCE WILL THE TAPE BE INSTALLED IN THE ROADWAY STRUCTURE INCLUDING THE SELECT BORROW, BASE COURSE, OR WEARING SURFACE. THE TAPE SHALL BE INSTALLED ON TOP OF A COMPACTED LAYER OF TRENCH BACKFILL MATERIAL AND PLACED AS CLOSE AS PRACTICAL TO A POSITION DIRECTLY ABOVE THE INSTALLED PIPE.
DISCHARGES OF HYDROTESTING EFFLUENT, DEWATERING EFFLUENT, AND WELL DRILLING EFFLUENT TO STATE WATERS.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING OTHER FEDERAL, STATE, OR LOCAL AUTHORIZATIONS AS REQUIRED BY LAW.
4.
13. THE DEVELOPER SHALL SUBMIT A COST LIST ALONG WITH AN AFFIDAVIT FOR THE WATER SYSTEM PRIOR TO ACCEPTANCE.
2.
THE INTERIOR SURFACES OF THE PROJECT SHALL BE EXPOSED TO THE CHLORINATING SOLUTION, BY COMPLETELY FILLING THE MAIN & REMOVING ALL AIR POCKETS, FOR A MINIMUM OF 24 HOURS AND THE FREE CHLORINE RESIDUAL SHALL NOT BE LESS THAN 10 PPM AFTER SUCH TIME.
THE MAXIMUM DISTANCE BETWEEN VALVE NUT AND TOP OF MANHOLE COVER SHALL BE THREE (3) FEET.
12. WATER MAINS AND APPURTENANCES SHALL BE SUBJECT TO HYDROSTATIC TESTING IN ACCORDANCE WITH THE LATEST REVISION OF AWWA C600, UNDER THE “HYDROSTATIC TESTING” SECTION, TO A PRESSURE OF AT LEAST 1.5 TIMES THE WORKING PRESSURE. UNLESS OTHERWISE STATED IN THE CONSTRUCTION DOCUMENTS OR LIMITED BY THE PRESSURE RATING OF EQUIPMENT, THE PRESSURE TEST AND LEAKAGE TEST SHALL BE PERFORMED AT 225 POUNDS PER SQUARE INCH PRESSURE.
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THAT DISTURB ONE (1) ACRE OR MORE, AND
3.
5.
ACCESS TO EXISTING FIRE HYDRANTS AND WATER METERS SHALL BE PROVIDED BY THE CONTRACTOR AT ALL TIMES.
1.
IN ACCORDANCE WITH STATE LAW, ALL DISCHARGES RELATED TO PROJECT CONSTRUCTION OR OPERATION ARE REQUIRED TO COMPLY WITH STATE WATER QUALITY STANDARDS (HAWAII ADMINISTRATIVE RULES, CHAPTER 11-54). BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE OR PREVENT THE DISCHARGE OF SEDIMENT, DEBRIS, AND OTHER POLLUTANTS TO STATE WATERS. PERMIT COVERAGE IS AVAILABLE FROM THE DEPARTMENT OF HEALTH, CLEAN WATER BRANCH AT: http://health.hawaii.gov/cwb/
CONCRETE FOR REACTION BLOCKS AND ANCHOR BLOCKS SHALL BE DWS CLASS 2500.
WHERE A UTILITY IS FOUND TO BE IN CONFLICT WITH THE WATERLINE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO MAKING ANY ADJUSTMENT. ANY DAMAGE TO NAY EXISTING UTILITY NOT IN CONFLICT WITH THE INSTALLATION OF THE WATERLINE SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.
11. THE CONTRACTOR SHALL WHENEVER NECESSARY, PROPERLY SHEET AND BRACE ALL EXCAVATIONS TO RENDER IT SECURE AND SHALL REMOVE ALL SUCH SHEETING AND BRACING BEFORE COMPLETION OF THE BACKFILL.
PRIOR TO CHLORINATION, THE PROJECT PIPELINES SHALL BE THOROUGHLY CLEANED. CLEANING OF LINES 8” AND LARGER SHALL BE BY PIGGING USING FOAM PIGS. SMALLER LINES CAN BE FLUSHED IN ACCORDANCE WITH AWWA REQUIREMENTS IF ADEQUATE WATER SUPPLY IS PROVIDED, OTHERWISE BY PIGGING. THE CONTRACTOR SHALL SUBMIT HIS PLAN FOR PIPELINE CLEANING, INCLUDING FITTING REQUIREMENTS FOR PIGGING, FOR APPROVAL PRIOR TO PROCEEDING.
4.
10. LUBRICATE HYDRANT NOZZLE THREADS WITH NON-TOXIC GREASE.
10. REPAVING SHALL CONFORM TO THE “HAWAII STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND PUBLIC WORKS CONSTRUCTION, 1994”. ALL DAMAGED PAVEMENT SHALL BE RESTORED TO ITS ORIGINAL CONDITION WITH A MINIMUM OF 2” A.C. AND 6” BASE COURSE.
2.
LIQUID CHLORINE OR CALCIUM HYPOCHLORITE,THAT HAS BEEN TESTED AND CERTIFIED AS MEETING THE SPECIFICATIONS OF ANSI/NSF STANDARD 60, DRINKING WATER TREATMENT CHEMICALS - HEALTH EFFECTS, SHALL BE USED FOR THE CHLORINATION OF THE WATER MAINS AND STORAGE TANK.
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER CONSTRUCTION NOTES
16. METALLIZED TAPE SHALL BE BLUE AND IMPRINTED WITH THE FOLLOWING, “CAUTION WATER LINE BELOW”. TAPE SHALL BE TWO INCHES IN WIDTH AND SHALL BE READILY DETECTIBLE WITH ANY STANDARD PIPE OR CABLE LOCATOR. 17. ALL BURIED PIPES 4” AND LARGER IN DIAMETER, SHALL BE DUCTILE IRON, THICKNESS CLASS 52, WITH MECHANICAL JOINTS OR PUSH ON JOINTS, UNLESS OTHERWISE SPECIFIED. JOINTS FOR BURIED FITTINGS SHALL BE MECHANICAL JOINTS. 18. IN ORDER TO PREVENT DAMAGE TO EH POLYETHYLENE ENCASEMENT FROM EXCESSIVE HANDLING, THE POLY WRAP SHALL BE INSTALLED AROUND THE BARREL OF THE DUCTILE IRON PIPE AT ITS FINAL LOCATION ALONG THE TRENCH LINE. THE POLYETHYLENE ENCASED PIPE SHALL BE LIFTED USING A FABRIC TYPE SLING OR A SUITABLY PADDED CABLE OR CHAIN TO PREVENT DAMAGE TO THE POLYETHYLENE.
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560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER SYSTEM SCHEMATIC
WC-3
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER SYSTEM CONTROL SCHEMATIC
WC-4
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DETAILED SITE DEMOLITION PLAN
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560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DETAILED GENERAL SITE PLAN
WC-6
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
ACCESS ROAD - PLAN & PROFILE STA. 0+00 TO 4+06.38 AND SITE PLAN
WC-7
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
SITE PLAN
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560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
GRADING PLAN
WC-9
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
SITE SECTIONS A-A & B-B
WC-10
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
0.42 MG TANK ROOF PLAN & SECTIONS
WC-11
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
TANK DETAILS
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560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
PROFILES-1
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560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
PROFILES-2
WC-14
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
PROFILES-3
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WC-18
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
WC-18 WC-18 WC-18
WC-18
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
WC-18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
CMBY WELL NO. 1 & CMBY WELL NO. 2 PLAN & SECTIONS
WC-16
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
CMBY WELL NO. 1 & CMBY WELL NO. 2 SECTIONS & DETAILS .
WC-17
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
CMBY WELL NO. 1 & CMBY WELL NO. 2 PUMP DETAILS
WC-18
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
CMBY WELL NO. 1 & CMBY WELL NO. 2 STRUCTURAL
WC-19
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DISPOSAL WELL DETAILED SITE & GRADING PLAN
WC-20
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DISPOSAL WELL PROFILES-1
WC-21
DISPOSAL WELLS - MATERIAL LIST ITEM NO. 1
DESCRIPTION 4" SS 1/4 BEND, FE
2
4" SS PIPE, FEXFE, LENGTH TO FIT
3
4" GATE VALVE, PVC, FE, CL150
4
4" SS PIPE, FEXFE, 42" LONG
5
4" SEAMETRICS TURBINE METER, FE, MODEL WTP-104-400-18
6
4" SS PIPE FEXMPT, LENGTH TO SUIT
7
4" SS UNION, FE
8
4" SS 1/8 BEND, FE
9
4" SS PIPE, FEXFE, 12" LONG W/ 1" NPT BOSS
10
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
4" SS TEE, FE
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DISPOSAL WELL NO.1 & NO.2 DISCHARGE SYSTEM DETAILS
WC-22
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
AUTHORIZED PERSONNEL ONLY
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
SITE DETAILS
WC-23
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER DETAILS
WC-24
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DRAINAGE DETAILS
WC-25
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
MISC DETAILS
WC-26
CONTROL BUILDING STRUCTURAL NOTES: A. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS BEFORE STARTING WORK. B. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER BEFORE STARTING ANY WORK SO INVOLVED. C. ALL WORK SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE AS AMMENDED AND ADOPTED BY THE COUNTY OF MAUI. D. DETAILS SHOWN ON THE GENERAL NOTES AND TYPICAL DETAIL SHEETS APPLY TO THE PROJECT IN GENERAL. UNLESS SPECIFICALLY DETAILED ELSEWHERE, CONTRACTOR SHALL USE THESE DETAILS IN THE CONSTRUCTION OF THIS PROJECT. E. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. STRUCTURAL DRAWINGS SHOW RELATIVE CONFIGURATIONS, LOCATION OF ELEMENTS, AND PERTINENT STRUCTURAL RELATED DIMENSIONS ONLY. F. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE DESIGN AND PROVISION OF ALL TEMPORARY BRACING, SHORING, GUYS, ETC. G. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING SHORING, LAGGING, AND PROTECTION OF ADJACENT PROPERTIES AND UTILITIES. EXISTING AREAS OR CONDITIONS DISTURBED BY THE CONTRACTOR’S ACTIVITIES SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE CONTRACTOR’S EXPENSE. H. THE CONTRACTOR SHALL VERIFY ALL NOTED DIMENSIONS PRIOR TO STARTING WORK. I. ALL DISCREPANCIES NOTED ABOVE SHALL BE REPORTED TO THE PROJECT MANAGER FOR RESOLUTION. FOUNDATION NOTES: A. FOUNDATION IS DESIGNED BASED ON THE GEOTECHNICAL REPORT TITLED, "REPORT SOILS INVESTIGATION – NEW LOCATION WATERTANKS FOR PUUNENE HEAVY INDUSTRIAL SUBDIVISION ", AS PREPARED BY ISLAND GEOTECHNICAL ENGINEERING, INC. AND DATED SEPTEMBER 4, 2015. THIS GEOTECHNICAL REPORT SHALL BE USED AS A GUIDE IN PREPARING THE FOUNDATIONS AND SUBGRADE. THE GEOTECHNICAL REPORT CONTAINS DETAILED INFORMATION ABOUT THE PROJECT SITE. HOWEVER, THIS REPORT SHALL NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS AT ALL TIMES. B. ALL FOOTING TRENCHES, FILL, AND BACKFILL OPERATIONS SHALL BE MONITORED BY THE PROJECT GEOTECHNICAL ENGINEER. COST OF GEOTECHNICAL ENGINEER'S SERVICES SHALL BE BORNE BY THE OWNER. CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR INSPECTIONS AS REQUIRED. C. CENTER FOOTING ON COLUMN, UNLESS NOTED OTHERWISE. D. UNLESS NOTED OTHERWISE, FOOTING REINFORCING BARS ARE BOTTOM BARS. PROVIDE 3" COVER AT BOTTOM OF FOOTING. E. FOOTING THICKNESSES ARE MINIMUM THICKNESSES ONLY AND MAY BE INCREASED DUE TO SPECIFIC CONDITIONS. F. CLEAN AND MOISTEN FOOTING TRENCHES PRIOR TO POURING FOOTING. G. SUBGRADE PREPARATION, FILL / BACKFILL PLACEMENT: ADHERE TO RECOMMENDATIONS IN GEOTECHNICAL REPORT. H. DO NOT PLACE CONDUITS AND UTILITY LINES PARALLEL TO AND WITHIN FOOTING TRENCHES. UTILITIES MAY CROSS UNDER OR THROUGH CONTINUOUS FOOTINGS. AVOID ALL COLUMN FOOTINGS. I. THE STRUCTURAL DESIGN OF THE FOUNDATIONS ASSUMES THAT THE SUBGRADE HAS BEEN PROPELY PREPARED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. SUBGRADE PREPARATION IS EXECUTED UNDER THE CIVIL (MASS GRADING) PORTION OF WORK. THE STRUCTURAL DRAWINGS ONLY DETAIL THE SLAB AND CUSHION FILL DIRECTLY UNDER THE SLAB.
REINFORCING STEEL: A. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. B. WELDING TO REINFORCING BARS SHALL BE PROHIBITED EXCEPT BY SPECIFIC AUTHORIZATION OF THE STRUCTURAL ENGINEER. C. REINFORCING SHALL BE SPLICED ONLY AS SHOWN ON DRAWINGS. ALL OTHER SPLICES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. D. BARS NOTED "CONT." SHALL BE SPLICED A MINIMUM OF 34 BAR DIAMETERS, BUT NEVER LESS THAN 2'-0". E. PROVIDE DOWELS IN FOOTINGS AND GRADE BEAMS THE SAME SIZE AND SPACING AS COLUMN AND WALL BARS. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM LAP OF 34 BAR DIAMETERS BUT NEVER LESS THAN 2'-0". F. MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE: CONCRETE CAST AGAINST EARTH 3" EXPOSED TO EARTH OR WEATHER 2" WALLS & SLABS INTERIOR EXPOSURE 2" CONCRETE: A. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-05 B. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES BUT SHALL NOT BE RIGIDLY EMBEDDED THEREIN. C. CRACK CONTROL JOINTS FOR ALL SLABS-ON-GRADE SHALL BE SAWED AT THE LOCATIONS INDICATED IN THE DRAWINGS. SEE DETAIL. JOINT LOCATIONS SHALL NOT VARY FROM THE STRUCTURAL DRAWINGS. D. THE CONTRACTOR SHALL NOTIFY THE COUNTY INSPECTOR 48 HOURS BEFORE THE POURING OF ANY STRUCTURAL CONCRETE SO AN INSPECTION CAN BE MADE BEFORE POURING. NO POUR SHALL PROCEED WITHOUT THE CONSENT OF THE INSPECTOR. E. MINIMUM 28 DAY COMPRESSIVE STRENGTH, LARGE AGGREGATE SIZE AND MAXIMUM WATER/CEMENT (W/C) RATIO SHALL BE AS FOLLOWS. ITEMS NOTED "NA" ARE SUBJECT TO DESIGN JUDGEMENT BY CONCRETE SUPPLIER: MINIMUM LARGE MAXIMUM STRENGTH AGGREGATE W/C RATIO SLAB ON GRADE DWS4000 PSI ASTM D448 #5 0.40 FOOTINGS DWS4000 PSI ASTM D448 #5 0.40
CONCRETE BLOCK MASONRY: A. CONCRETE BLOCK SHALL BE GRADE "N", TYPE II, HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C90. B. MASONRY UNITS SHALL HAVE A LINEAR DRYING SHRINKAGE NOT TO EXCEED 0.045% WHEN TESTED IN ACCORDANCE WITH ASTM C426. C. MASONRY MORTAR SHALL BE TYPE "M", WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. D. MASONRY GROUT SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2500 PSI. E. GROUT ALL CMU SOLID. F. ALL WALLS SHALL BE CONSTRUCTED IN CONVENTIONAL RUNNING BOND UNLESS NOTED OTHERWISE. G. GROUT LIFTS SHALL NOT EXCEED 4'-0" IN HEIGHT. GROUT POUR SHALL BE LIMITED TO 8'-0" HIGH. H. UNLESS NOTED OTHERWISE, USE OPEN END (H-BLOCK) FOR ALL MASONRY CONSTRUCTION. STANDARD BLOCK MAY BE USED AT WALL PENETRATIONS, CORNERS AND JAMBS. WOOD: A. ALL WOOD STRUCTURAL MEMBERS SHALL BE DOUGLAS FIR MEETING THE FOLLOWING MINIMUM GRADES AS ESTABLISHED BY THE WEST COAST LUMBER INSPECTION BUREAU STANDARD NO. 17 : 2x JOISTS, RAFTERS NO. 2 PLATES, BLOCKING, NAILERS STANDARD OR BETTER B. PROVIDE VYCOR SILL SEAL BELOW ALL PLATES RESTING ON CONCRETE OR MASONRY. C. PROVIDE STANDARD WASHERS AT ALL BOLTS AND NUTS BEARING ON WOOD. D. HOLES THROUGH PLATES, AND STUDS SHALL BE CENTERED IN THE MEMBER AND SHALL NOT EXCEED 1/3 THE MEMBER WIDTH. ALL HOLES SHALL BE BORED. SEE DETAIL FOR HOLES IN JOISTS. E. ALL PRE-FABRICATED METAL CONNECTORS INDICATED ON DRAWINGS ARE SIMPSON STRONG TIE CONNECTORS OR EQUAL, USE ONLY MANUFACTURER APPROVED FASTENERS FOR THESE CONNECTORS. FOLLOW NAILING AND BOLTING SCHEDULE AS SPECIFIED BY MANUFACTURER. EXCEPT FOR ITEMS NOTED "HOT DIP GALVANIZE", PROVIDE A MINIMUM "ZMAX" FINISH ON ALL HARDWARE. F. MINIMUM NAILING SHALL COMPLY WITH TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. H. ALL WOOD STRUCTURAL MEMBERS SHALL BE PRESSURE TREATED WITH AN APPROVED PROCESS TO PROTECT AGAINST ROT AND INSECT DAMAGE. UNLESS NOTED OTHERWISE, USE BORATE PRODUCTS FOR WOOD TREATMENT. STRUCTURAL INSPECTION REQUIREMENTS: A. AS THIS IS A NON-HABITABLE BUILDING, HOUSING EQUIPMENT ONLY, WE ARE REQUESTING WAIVER OF ALL SPECIAL INSPECTIONS. STRUCTURAL INSPECTIONS WILL BE CONDUCTED BY THE COUNTY INSPECTOR. ROOF FRAMING COUNTY INSPECTION CONCRETE COUNTY INSPECTION REINFORCING STEEL COUNTY INSPECTION WIND STRAPPING COUNTY INSPECTION B. THE CONTRACTOR SHALL CONTACT THE COUNTY INSPECTOR TO MAKE ARRANGEMENTS FOR THE REQUIRED INSPECTIONS. WORK SHALL NOT PROGRESS UNTIL REQUIRED INSPECTIONS ARE COMPLETED.
REQUIRED STRUCTURAL SUBMITTALS DURING CONSTRUCTION: A. THE FOLLOWING ARE REQUIRED STUCTURAL SUBMITTALS DURING CONSTRUCTION OF THIS PROJECT. ALL OTHER SUBMITTALS MADE WILL BE RETAINED FOR RECORD ONLY AND WILL NOT NECESSARILY BE REVIEWED. B. SUBMITTAL SCHEDULE: ITEM STATUS CONCRETE MIX DESIGN REQUIRED CONCRETE REINFORCING SHOP DRAWINGS NOT REQUIRED MASONRY CERTIFICATES ONLY REQUIRED PRE-ENGINEERED TRUSSES REQUIRED STRUCTURAL DESIGN CRITERIA: A. GRAVITY LOADS: ROOF LIVE LOAD FLOOR LIVE LOAD B.
C.
D.
E.
20 PSF 100 PSF
WIND LOADS: OCCUPANCY CATEGORY ENCLOSURE EXPOSURE CLASSIFICATION 3 SECOND GUST SPEED (EFFECTIVE) INTERNAL PRESSURE COEFFICIENT (GCpi) COMPONENTS AND CLADDING (GCpi) WINDOW DESIGN PRESSURE
IV ENCLOSED "C" 105 MPH 0.55 0.55 40 PSF
SEISMIC LOADS: OCCUPANCY CATEGORY SPECTRAL RESPONSE COEFFICIENT Ss SPECTRAL RESPONSE COEFFICIENT S1 SITE CLASS SPECTRAL RESPONSE COEFFICIENT SDS SPECTRAL RESPONSE COEFFICIENT SD1 SEISMIC DESIGN CATEGORY BASIC FORCE RESISTING SYSTEM SEISMIC RESPONSE COEFFCIENT CS RESPONSE MODIFICATION FACTOR R ANALYSIS PROCEDURE
IV 0.9216 0.2334 D 0.695 0.301 D SHEARWALL 0.2085 5 Equiv Lateral Force
FOUNDATION DESIGN CRITERIA: ALLOWABLE SOIL BEARING PASSIVE SOIL PRESSURE SOIL FRICTION FACTOR
2500 PSF 250 PCF PER FOOT 0.50 x DL
GOVERNING CODE
2006 INTERNATIONAL BUILDING CODE (IBC)
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
PSI
WATERTRONICS
WATE RTRONICS psi
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
Tom Nance Water Resource Engineering 560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
UNIT NO.
FP 1
USE
FIRE PUMP
TYPE
HORIZ. SPLIT CASE CENTRIFUGAL
CAPACITY GPM
DRIVE
DIESEL ENGINE
2500
TDH, PSI
50
RPM
1,760
USABLE POWER
VOLTAGE, VOLTS
106 HP
N/A
PHASE
N/A
HERTZ
N/A
PUMP START (PSI) PUMP STOP (PSI)
30
-
REMARKS
UNIT NO.
TYPE
TANK VOLUME
TANK DIAMETER
TANK LENGTH
REMARKS
FOT 1
DOUBLE WALL, UL LISTED DIESEL FUEL STORAGE TANK
190 GALLONS
38"
72"
DOUBLE WALL TANK.
PROVIDE ALL ACCESSORIES AND TO MEET NFPA AND SPECIFICATION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO THE FIRE PUMP CONTROLLER. ALL ITEMS SHALL BE UL LISTED OR FM APPROVED. CONTROLLER VOLTAGE SHALL BE 120 VAC, 1 PHASE, 60 HZ.
FLOW METER
NC JP 1
WATER JOCKEY PUMP
-
-
-
-
-
-
-
-
-
-
-
DOMESTIC WATER PUMP
10" X 8" CONCENTRIC REDUCER
8"
NC
4/30/2018 Expiration Date of the License
8"
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 9-30-16
10"
NC
12" TO FIRE PROTECTION SYSTEMS
8"
FIRE PUMP
NC
10" TEST HEADER
10"
DIESEL ENGINE
10"
10"
NO
20'-0"
7'-0"
12"
6'-0"
7'-0" 10"X12" CONCENTRIC INCREASER CHECK VALVE REMOTE FILL
(8) 2 1/2" GATE VALVES WITH CAPS AND CHAINS
10"
FOT 1
CMBY 2011 INVESTMENT, LLC
NO
1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
12"X10" ECCENTRIC REDUCER - FLAT ON TOP
12" OS&Y VALVE (TYP) PENETRATION (TYP)
DIESEL
2
10" 10" RETURN TO TANK
FIRE PUMP ISOMETRIC DIAGRAM
FIRE PUMP PLAN
SCALE: NONE
12"
LONG RADIUS ELBOW
TANK SHELL
12'-0"
FPC
10" RETURN TO WATER TANK, SEE CIVIL DWGS FOR CONTINUATION
PUAA SUBDIVISION
PUMP SUCTION PIPE BOLTED TO S.S. PLATE
12" SUCTION, FROM ANTI-VORTEX PLATE
48" x 48" x 1" S.S. PLATE WELDED TO S.S. LEGS
3" X 3" X 1/8" S.S. ANGLE LEGS (TYP) FP 1
PIPE SUPPORT
6" x 6" x 1/8" S.S. PLATE WELDED TO 2" Ø PIPE
12" SUCTION FROM WATER TANK, SEE CIVIL DWGS FOR CONTINUATION
CONCRETE SLAB
JP 1
PROVIDE PIPE SUPPORT PER NFPA 20 (TYP)
MUFFLER, SEE MANUFACTURER FOR SIZE AND TYPE
TO PUMP SUCTION 12" DISCHARGE, SEE CIVIL DWGS FOR CONTINUATION
1
FIRE PUMP PLAN SCALE: 1/2" = 1'-0"
DIESEL EXHAUST WITH RAIN CAP, TERMINATE ABOVE ROOF LINE
3
ANTI-VORTEX PLATE DETAIL SCALE: NONE GRAPHICS SCALE
WFP-1
H:\acad2\2015-17 Puunene Heavy Industrial Subdivision\E-1.dwg, 8/25/2016 9:59:09 AM
H:\acad2\2015-17 Puunene Heavy Industrial Subdivision\E-1.1R2.dwg, 8/25/2016 10:00:54 AM
H:\acad2\2015-17 Puunene Heavy Industrial Subdivision\E-1.1R2.dwg, 8/25/2016 1:19:03 PM
H:\acad2\2015-17 Puunene Heavy Industrial Subdivision\E-2.dwg, 8/25/2016 1:19:23 PM
H:\acad2\2015-17 Puunene Heavy Industrial Subdivision\E-3.dwg, 8/25/2016 9:58:52 AM
H:\acad2\2015-17 Puunene Heavy Industrial Subdivision\E-4.dwg, 8/25/2016 1:19:39 PM
‘
THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION AS DEFINED IN SECTION 16-115-2, HAWAII ADMINISTRATIVE RULES, DEPARTMENT OF COMMERCE AND CONSUMER AFFAIRS, STATE OF HAWAII, PROFESSIONAL ENGINEERS, ARCHITECTS, SURVEYORS AND LANDSCAPE ARCHITECTS.
LICENSE EXPIRES: APRIL 30, 2018
TS-1
Kamaaina Rd A
B
C
‘
A THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION AS DEFINED IN SECTION 16-115-2, HAWAII ADMINISTRATIVE RULES, DEPARTMENT OF COMMERCE AND CONSUMER AFFAIRS, STATE OF HAWAII, PROFESSIONAL ENGINEERS, ARCHITECTS, SURVEYORS AND LANDSCAPE ARCHITECTS.
LICENSE EXPIRES: APRIL 30, 2018
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‘
THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION AS DEFINED IN SECTION 16-115-2, HAWAII ADMINISTRATIVE RULES, DEPARTMENT OF COMMERCE AND CONSUMER AFFAIRS, STATE OF HAWAII, PROFESSIONAL ENGINEERS, ARCHITECTS, SURVEYORS AND LANDSCAPE ARCHITECTS.
LICENSE EXPIRES: APRIL 30, 2018
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‘
THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION AS DEFINED IN SECTION 16-115-2, HAWAII ADMINISTRATIVE RULES, DEPARTMENT OF COMMERCE AND CONSUMER AFFAIRS, STATE OF HAWAII, PROFESSIONAL ENGINEERS, ARCHITECTS, SURVEYORS AND LANDSCAPE ARCHITECTS.
LICENSE EXPIRES: APRIL 30, 2018
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560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER GENERAL SITE PLAN
WC-1
WATER NOTES FOR CONSTRUCTION PLANS: 1.
2.
3.
UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND CONSTRUCTION OF WATER SYSTEM FACILITIES AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE “WATER SYSTEM STANDARDS", DATED 2002, AS ADOPTED BY THE DEPARTMENT OF WATER, COUNTY OF MAUI, AND ALL SUBSEQUENT AMENDMENTS AND ADDITIONS FOR USE IN THE DESIGN AND CONSTRUCTION OF THE DEPARTMENT'S WATER SYSTEM FACILITIES. ALL MATERIALS (PIPE, PIPE LUBRICANTS, PAINTS, SEALANTS, FORM OIL, CONCRETE ADMIXTURES, ETC.) IN DIRECT CONTACT WITH POTABLE WATER SHALL OBTAIN NATIONAL SANITATION FOUNDATION (NSF) APPROVALS. THE CONTRACTOR SHALL SUBMIT THESE APPROVALS TO THE ENGINEER FOR REVIEW AND APPROVAL ONE (1) WEEK PRIOR TO ITS APPLICATION. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE PROFESSIONAL ENGINEER MONITORING CONSTRUCTION, OF MODIFICATIONS THAT ARISE DURING CONSTRUCTION WHICH COULD AFFECT THE DEPARTMENT OF HEALTH'S APPROVAL OF THE PLANS. SUCH MODIFICATIONS SHALL NOT BE MADE WITHOUT APPROVAL OF THE ENGINEER.
4.
THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION CONFERENCE AT LEAST 10 DAYS BEFORE CONSTRUCTION AND SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION.
5.
THE CONTRACTOR SHALL SUBMIT THE NAME IF IT'S AUTHORIZED SUPERINTENDENT ON THE JOB. THE CONTRACTOR SHALL ALSO SUBMIT THE NAMES AND TELEPHONE NUMBERS OF AT LEAST THREE (3) PERSONS TO CONTACT IN CASE OF EMERGENCY DURING NON-WORKING HOURS.
6.
7.
8.
9.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO ANY TRENCHING, PIPE LAYING, BACKFILLING, TESTING OR CHLORINATION TO INSURE THE INSPECTIONAL SERVICES WILL BE AVAILABLE. THE CONTRACTOR SHALL VERIFY IN THE FIELD THE LOCATION OF THE EXISTING WATER MAINS AND APPURTENANCES. THE CONTRACTOR SHALL EXPOSE EXISTING WATER MAIN PRIOR TO TRENCHING. EXCAVATION AROUND ANY EXISTING WATER MAINS SHALL BE DONE BY HAND.
WATER SYSTEM NOTES:
CHLORINATION OF WATER SYSTEMS:
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMS (NPDES) AND OTHER AUTHORIZATIONS:
1.
THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING, ONE (1) WEEK PRIOR TO COMMENCEMENT OF WORK.
1.
THE GENERAL CONTRACTOR OF THE PROJECT SHALL OBTAIN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT COVERAGES FOR THE FOLLOWING:
2.
ALL MATERIALS USED AND METHOD OF CONSTRUCTION OF WATER SYSTEM FACILITIES SHALL BE IN ACCORDANCE WITH THE LATEST REVISIONS OF DWS STANDARDS. CONTRACTOR SHALL OBTAIN THE LATEST REVISIONS OF THE DWS STANDARD DETAILS BEFORE COMMENCING CONSTRUCTION.
3.
THE EXACT DEPTH AN LOCATION OF EXISTING WATERLINES, SERVICE LATERALS AND OTHER UTILITY ARE NOT KNOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE SAME PRIOR TO TRENCHING FOR THE NEW WATERLINE. THE COST FOR LOWERING, RELOCATING OR ADJUSTING EXISTING WATERLINES, SERVICE LATERALS AND OTHER UTILITIES SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE NEW WATERLINE, UNLESS NOTED OTHERWISE, AND WILL NOT BE PAID FOR SEPARATELY.
SHOULD CALCIUM HYPOCHLORITE BE USED, NO SOLID AND/OR UNDISSOLVED PORTION OF THE COMPOUND SHALL BE INTRODUCED INTO ANY SECTION OF THE PROJECT TO BE CHLORINATED.
6.
THE CONTRACTOR SHALL SUBMIT A MATERIALS LIST TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION.
5.
AT THE END OF THE 24-HOUR DISINFECTION PERIOD, REPRESENTATIVE SAMPLES SHALL BE TAKEN AND ANALYZED TO ASSURE A FREE CHLORINE RESIDUAL OF AT LEAST 10 PPM.
7.
FOR 316 STAINLESS STEEL BOLTING, HEAVY DUTY STAINLESS STEEL NUTS SHALL BE FURNISHED WITH TRIPAC 2000 BLUE COATING SYSTEM. ANTI-SEIZE SHALL NOT BE USED.
6.
8.
MINIMUM COVER OVER WATER MAIN, 6" DIAMETER OR LARGER, SHALL BE 3'-0”. MINIMUM COVER OF 4” DIAMETER SHALL BE 2'-6”. MINIMUM COVER FOR DIAMETER LESS THAN 4” SHALL BE 1'-6”.
SHOULD THE FREE CHLORINE RESIDUAL RESULTS INDICATE ADEQUATE CHLORINATION, THE PROJECT SHALL BE THOROUGHLY FLUSHED AND FILLED WITH WATER FROM THE EXISTING SYSTEM AND AGAIN TESTED FOR FREE CHLORINE RESIDUAL. THE FLUSHING SHALL BE CONSIDERED ADEQUATE IF THE TESTS RESULTS INDICATE THAT THE WATER IN THE PROJECT HAS COMPARABLE CHLORINE RESIDUAL AS THE WATER IN THE EXISTING SYSTEM.
9.
ALL BURIED METALS SHALL BE WARPED WITH POLY-WRAP. FOR DUCTILE IRON PIPE AND FITTINGS, POLY-WRAP IS REQUIRED EXCEPT WITHIN CONCRETE JACKETS.
7.
FOLLOWING THE ACCEPTABLE FLUSHING OF THE PROJECT, TWO CONSECUTIVE SETS OF ACCEPTANCE SAMPLES, TAKEN AT LEAST 24 HOURS APART, FROM REPRESENTATIVE POINTS IN THE PROJECT SHALL BE TAKEN AND SUBJECTED TO MICROBIOLOGICAL TESTS. AT LEAST ONE SET OF SAMPLES SHALL BE COLLECTED FROM EVERY 1,200 FEET OF THE NEW WATER MAIN, PLUS ONE FROM THE END OF THE LINE AND AT LEAST ONE SET FROM EACH BRANCH. POSITIVE RESULTS WILL NOT BE ACCEPTABLE AND THE PROCESS WILL BE REPEATED. FOR THE STORAGE TANK, THE SAMPLE SHALL BE COLLECTED FROM THE TANK'S EFFLUENT LINE SAMPLE TAP.
12. THERE SHALL BE NO PHYSICAL CONNECTION BETWEEN A PUBLIC AND PRIVATE POTABLE WATER SYSTEM AND A SEWER, OR APPURTENANCE THERETO WHICH COULD PERMIT THE PASSAGE OF ANY SEWAGE OR POLLUTED WATER INTO THE POTABLE WATER SUPPLY.
11. THE CONTRACTOR SHALL PAINT AND NUMBER THE FIRE HYDRANT. NUMBERING TO BE FURNISHED BY THE OWNER'S REPRESENTATIVE.
14. THE CONTRACTOR SHALL SUBMIT TWO SETS OF RECORD DRAWINGS VIA A CONSULTANT PRIOR TO ACCEPTANCE OF THE WATER SYSTEM. AN ELECTRONIC IMAGE FILE IN TIF OR PDF FORMAT SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE.
8.
ALL MEASUREMENTS FOR CHLORINE RESIDUAL SHALL BE ANALYZED USING E.P.A. APPROVED METHODS FOR DRINKING WATER.
9.
ALL MICROBIOLOGICAL TESTS SHALL BE PERFORMED BY A LABORATORY APPROVED BY THE DEPARTMENT OF HEALTH, STATE OF HAWAII.
TEMPORARY DUST CONTROL MEASURES: 1.
THE PROJECT SITE THAT IS GRADED OR VEGETATION SHALL BE DAMPENED SEVEN (7) DAYS A WEEK FOR DUST CONTROL. AT THE END OF EACH DAY, THE SITE SHALL BE SUFFICIENTLY DAMPENED SO THAT THE SITE WILL REMAIN MOISTENED DURING THE NIGHT.
2.
THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT EXCAVATION, EMBANKMENT, AND IMPORTED MATERIAL SHALL BE DAMPENED TO PREVENT DUST PROBLEMS.
3.
IN APPLYING FOR A GRADING PERMIT, THE CONTRACTOR SHALL SUBMIT PLANS, SCHEDULES AND/OR WRITTEN MEASURES WHICH PROVIDED FOR DUST CONTROL. THE DUST CONTROL MEASURES SHALL CONTAIN POSITIVE STATEMENTS WHICH REQUIRE ACTIONS OR WORK THAT PREVENT DUST PROBLEMS. NO PERMITS WILL BE ISSUED UNLESS THE COUNTY IS ASSURED THAT DUST PROBLEMS WILL BE MINIMIZED.
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
10. ALL MEASUREMENTS FOR CHLORINE RESIDUAL AND MICROBIOLOGICAL TESTS SHALL BE PERFORMED BY A LABORATORY APPROVED BY THE DEPARTMENT OF HEALTH, STATE OF HAWAII. 11. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ALL OF THE FOREGOING. 12. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD FOR DISINFECTING WATER MAINS, ANSI/AWWA C651-99, SECTION 4.4.3, CONTINUOUS FEED METHOD.
13. UNLESS OTHERWISE DIRECTED, PRIOR TO THE CONNECTION OF ANY PIPELINE TO THE EXISTING MAIN, THE PIPELINE INSTALLED SHALL BE PRESSURE TESTED, CLEANED, CHLORINATED, FLUSHED AND SAMPLED IN ACCORDANCE WITH THE “WATER SYSTEM STANDARDS”, DATED 2002.
13. THE STORAGE TANK SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD FOR "DISINFECTING WATER STORAGE FACILITIES, ANSI/AWWA C652-92, SECTION 4.1, CHLORINATION METHOD 1."
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL EFFLUENT ASSOCIATED WITH THE CONSTRUCTION ACTIVITY AND THE DISINFECTION AND HYDRO TESTING OPERATIONS TO SAFEGUARD PUBLIC HEALTH AND ENVIRONMENT IN ACCORDANCE WITH APPLICABLE STATE DEPARTMENT OF HEALTH REQUIREMENTS. A NEUTRALIZING CHEMICAL SHALL BE APPLIED TO THE WATER TO BE WASTED TO THOROUGHLY NEUTRALIZE THE CHLORINE RESIDUAL REMAINING IN THE WATER IN ACCORDANCE WITH AWWA C651-99, SECTION 4.5.2, AND APPENDIX C. ALL PERMITS AND LICENSES FOR CONSTRUCTION WATER DISPOSAL, INCLUDING ALL APPLICATIONS, CHARGES, FEES, AND TAXES, ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL WATER MAINS WATER DISPOSAL, INCLUDING ALL APPLICATIONS, CHARGES, FEES AND TAXES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
14. SEE ANSI/AWWA C651-99, SECTION 4.3.6 FOR SWABBING CHLORINATION PROCEDURES.
15. METALLIZED TAPE SHALL BE PLACED ABOVE ALL INSTALLED WATER MAINS. METALLIZED TAPE SHALL BE INSTALLED A MAXIMUM OF 24” AND A MINIMUM OF 12” BELOW FINISHED GRADE. IN NO INSTANCE WILL THE TAPE BE INSTALLED IN THE ROADWAY STRUCTURE INCLUDING THE SELECT BORROW, BASE COURSE, OR WEARING SURFACE. THE TAPE SHALL BE INSTALLED ON TOP OF A COMPACTED LAYER OF TRENCH BACKFILL MATERIAL AND PLACED AS CLOSE AS PRACTICAL TO A POSITION DIRECTLY ABOVE THE INSTALLED PIPE.
DISCHARGES OF HYDROTESTING EFFLUENT, DEWATERING EFFLUENT, AND WELL DRILLING EFFLUENT TO STATE WATERS.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING OTHER FEDERAL, STATE, OR LOCAL AUTHORIZATIONS AS REQUIRED BY LAW.
4.
13. THE DEVELOPER SHALL SUBMIT A COST LIST ALONG WITH AN AFFIDAVIT FOR THE WATER SYSTEM PRIOR TO ACCEPTANCE.
2.
THE INTERIOR SURFACES OF THE PROJECT SHALL BE EXPOSED TO THE CHLORINATING SOLUTION, BY COMPLETELY FILLING THE MAIN & REMOVING ALL AIR POCKETS, FOR A MINIMUM OF 24 HOURS AND THE FREE CHLORINE RESIDUAL SHALL NOT BE LESS THAN 10 PPM AFTER SUCH TIME.
THE MAXIMUM DISTANCE BETWEEN VALVE NUT AND TOP OF MANHOLE COVER SHALL BE THREE (3) FEET.
12. WATER MAINS AND APPURTENANCES SHALL BE SUBJECT TO HYDROSTATIC TESTING IN ACCORDANCE WITH THE LATEST REVISION OF AWWA C600, UNDER THE “HYDROSTATIC TESTING” SECTION, TO A PRESSURE OF AT LEAST 1.5 TIMES THE WORKING PRESSURE. UNLESS OTHERWISE STATED IN THE CONSTRUCTION DOCUMENTS OR LIMITED BY THE PRESSURE RATING OF EQUIPMENT, THE PRESSURE TEST AND LEAKAGE TEST SHALL BE PERFORMED AT 225 POUNDS PER SQUARE INCH PRESSURE.
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THAT DISTURB ONE (1) ACRE OR MORE, AND
3.
5.
ACCESS TO EXISTING FIRE HYDRANTS AND WATER METERS SHALL BE PROVIDED BY THE CONTRACTOR AT ALL TIMES.
1.
IN ACCORDANCE WITH STATE LAW, ALL DISCHARGES RELATED TO PROJECT CONSTRUCTION OR OPERATION ARE REQUIRED TO COMPLY WITH STATE WATER QUALITY STANDARDS (HAWAII ADMINISTRATIVE RULES, CHAPTER 11-54). BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE OR PREVENT THE DISCHARGE OF SEDIMENT, DEBRIS, AND OTHER POLLUTANTS TO STATE WATERS. PERMIT COVERAGE IS AVAILABLE FROM THE DEPARTMENT OF HEALTH, CLEAN WATER BRANCH AT: http://health.hawaii.gov/cwb/
CONCRETE FOR REACTION BLOCKS AND ANCHOR BLOCKS SHALL BE DWS CLASS 2500.
WHERE A UTILITY IS FOUND TO BE IN CONFLICT WITH THE WATERLINE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO MAKING ANY ADJUSTMENT. ANY DAMAGE TO NAY EXISTING UTILITY NOT IN CONFLICT WITH THE INSTALLATION OF THE WATERLINE SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.
11. THE CONTRACTOR SHALL WHENEVER NECESSARY, PROPERLY SHEET AND BRACE ALL EXCAVATIONS TO RENDER IT SECURE AND SHALL REMOVE ALL SUCH SHEETING AND BRACING BEFORE COMPLETION OF THE BACKFILL.
PRIOR TO CHLORINATION, THE PROJECT PIPELINES SHALL BE THOROUGHLY CLEANED. CLEANING OF LINES 8” AND LARGER SHALL BE BY PIGGING USING FOAM PIGS. SMALLER LINES CAN BE FLUSHED IN ACCORDANCE WITH AWWA REQUIREMENTS IF ADEQUATE WATER SUPPLY IS PROVIDED, OTHERWISE BY PIGGING. THE CONTRACTOR SHALL SUBMIT HIS PLAN FOR PIPELINE CLEANING, INCLUDING FITTING REQUIREMENTS FOR PIGGING, FOR APPROVAL PRIOR TO PROCEEDING.
4.
10. LUBRICATE HYDRANT NOZZLE THREADS WITH NON-TOXIC GREASE.
10. REPAVING SHALL CONFORM TO THE “HAWAII STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND PUBLIC WORKS CONSTRUCTION, 1994”. ALL DAMAGED PAVEMENT SHALL BE RESTORED TO ITS ORIGINAL CONDITION WITH A MINIMUM OF 2” A.C. AND 6” BASE COURSE.
2.
LIQUID CHLORINE OR CALCIUM HYPOCHLORITE,THAT HAS BEEN TESTED AND CERTIFIED AS MEETING THE SPECIFICATIONS OF ANSI/NSF STANDARD 60, DRINKING WATER TREATMENT CHEMICALS - HEALTH EFFECTS, SHALL BE USED FOR THE CHLORINATION OF THE WATER MAINS AND STORAGE TANK.
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER CONSTRUCTION NOTES
16. METALLIZED TAPE SHALL BE BLUE AND IMPRINTED WITH THE FOLLOWING, “CAUTION WATER LINE BELOW”. TAPE SHALL BE TWO INCHES IN WIDTH AND SHALL BE READILY DETECTIBLE WITH ANY STANDARD PIPE OR CABLE LOCATOR. 17. ALL BURIED PIPES 4” AND LARGER IN DIAMETER, SHALL BE DUCTILE IRON, THICKNESS CLASS 52, WITH MECHANICAL JOINTS OR PUSH ON JOINTS, UNLESS OTHERWISE SPECIFIED. JOINTS FOR BURIED FITTINGS SHALL BE MECHANICAL JOINTS. 18. IN ORDER TO PREVENT DAMAGE TO EH POLYETHYLENE ENCASEMENT FROM EXCESSIVE HANDLING, THE POLY WRAP SHALL BE INSTALLED AROUND THE BARREL OF THE DUCTILE IRON PIPE AT ITS FINAL LOCATION ALONG THE TRENCH LINE. THE POLYETHYLENE ENCASED PIPE SHALL BE LIFTED USING A FABRIC TYPE SLING OR A SUITABLY PADDED CABLE OR CHAIN TO PREVENT DAMAGE TO THE POLYETHYLENE.
WC-2
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER SYSTEM SCHEMATIC
WC-3
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER SYSTEM CONTROL SCHEMATIC
WC-4
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DETAILED SITE DEMOLITION PLAN
WC-5
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DETAILED GENERAL SITE PLAN
WC-6
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
ACCESS ROAD - PLAN & PROFILE STA. 0+00 TO 4+06.38 AND SITE PLAN
WC-7
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
SITE PLAN
WC-8
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
GRADING PLAN
WC-9
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
SITE SECTIONS A-A & B-B
WC-10
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
0.42 MG TANK ROOF PLAN & SECTIONS
WC-11
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
TANK DETAILS
WC-12
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
PROFILES-1
WC-13
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
PROFILES-2
WC-14
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
PROFILES-3
WC-15
WC-18
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
WC-18 WC-18 WC-18
WC-18
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
WC-18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
CMBY WELL NO. 1 & CMBY WELL NO. 2 PLAN & SECTIONS
WC-16
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
CMBY WELL NO. 1 & CMBY WELL NO. 2 SECTIONS & DETAILS .
WC-17
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
CMBY WELL NO. 1 & CMBY WELL NO. 2 PUMP DETAILS
WC-18
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
CMBY WELL NO. 1 & CMBY WELL NO. 2 STRUCTURAL
WC-19
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DISPOSAL WELL DETAILED SITE & GRADING PLAN
WC-20
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DISPOSAL WELL PROFILES-1
WC-21
DISPOSAL WELLS - MATERIAL LIST ITEM NO. 1
DESCRIPTION 4" SS 1/4 BEND, FE
2
4" SS PIPE, FEXFE, LENGTH TO FIT
3
4" GATE VALVE, PVC, FE, CL150
4
4" SS PIPE, FEXFE, 42" LONG
5
4" SEAMETRICS TURBINE METER, FE, MODEL WTP-104-400-18
6
4" SS PIPE FEXMPT, LENGTH TO SUIT
7
4" SS UNION, FE
8
4" SS 1/8 BEND, FE
9
4" SS PIPE, FEXFE, 12" LONG W/ 1" NPT BOSS
10
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
4" SS TEE, FE
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DISPOSAL WELL NO.1 & NO.2 DISCHARGE SYSTEM DETAILS
WC-22
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
AUTHORIZED PERSONNEL ONLY
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
SITE DETAILS
WC-23
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
WATER DETAILS
WC-24
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
DRAINAGE DETAILS
WC-25
560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
PUAA SUBDIVISION
MISC DETAILS
WC-26
CONTROL BUILDING STRUCTURAL NOTES: A. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS BEFORE STARTING WORK. B. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER BEFORE STARTING ANY WORK SO INVOLVED. C. ALL WORK SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE AS AMMENDED AND ADOPTED BY THE COUNTY OF MAUI. D. DETAILS SHOWN ON THE GENERAL NOTES AND TYPICAL DETAIL SHEETS APPLY TO THE PROJECT IN GENERAL. UNLESS SPECIFICALLY DETAILED ELSEWHERE, CONTRACTOR SHALL USE THESE DETAILS IN THE CONSTRUCTION OF THIS PROJECT. E. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. STRUCTURAL DRAWINGS SHOW RELATIVE CONFIGURATIONS, LOCATION OF ELEMENTS, AND PERTINENT STRUCTURAL RELATED DIMENSIONS ONLY. F. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE DESIGN AND PROVISION OF ALL TEMPORARY BRACING, SHORING, GUYS, ETC. G. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING SHORING, LAGGING, AND PROTECTION OF ADJACENT PROPERTIES AND UTILITIES. EXISTING AREAS OR CONDITIONS DISTURBED BY THE CONTRACTOR’S ACTIVITIES SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE CONTRACTOR’S EXPENSE. H. THE CONTRACTOR SHALL VERIFY ALL NOTED DIMENSIONS PRIOR TO STARTING WORK. I. ALL DISCREPANCIES NOTED ABOVE SHALL BE REPORTED TO THE PROJECT MANAGER FOR RESOLUTION. FOUNDATION NOTES: A. FOUNDATION IS DESIGNED BASED ON THE GEOTECHNICAL REPORT TITLED, "REPORT SOILS INVESTIGATION – NEW LOCATION WATERTANKS FOR PUUNENE HEAVY INDUSTRIAL SUBDIVISION ", AS PREPARED BY ISLAND GEOTECHNICAL ENGINEERING, INC. AND DATED SEPTEMBER 4, 2015. THIS GEOTECHNICAL REPORT SHALL BE USED AS A GUIDE IN PREPARING THE FOUNDATIONS AND SUBGRADE. THE GEOTECHNICAL REPORT CONTAINS DETAILED INFORMATION ABOUT THE PROJECT SITE. HOWEVER, THIS REPORT SHALL NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS AT ALL TIMES. B. ALL FOOTING TRENCHES, FILL, AND BACKFILL OPERATIONS SHALL BE MONITORED BY THE PROJECT GEOTECHNICAL ENGINEER. COST OF GEOTECHNICAL ENGINEER'S SERVICES SHALL BE BORNE BY THE OWNER. CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR INSPECTIONS AS REQUIRED. C. CENTER FOOTING ON COLUMN, UNLESS NOTED OTHERWISE. D. UNLESS NOTED OTHERWISE, FOOTING REINFORCING BARS ARE BOTTOM BARS. PROVIDE 3" COVER AT BOTTOM OF FOOTING. E. FOOTING THICKNESSES ARE MINIMUM THICKNESSES ONLY AND MAY BE INCREASED DUE TO SPECIFIC CONDITIONS. F. CLEAN AND MOISTEN FOOTING TRENCHES PRIOR TO POURING FOOTING. G. SUBGRADE PREPARATION, FILL / BACKFILL PLACEMENT: ADHERE TO RECOMMENDATIONS IN GEOTECHNICAL REPORT. H. DO NOT PLACE CONDUITS AND UTILITY LINES PARALLEL TO AND WITHIN FOOTING TRENCHES. UTILITIES MAY CROSS UNDER OR THROUGH CONTINUOUS FOOTINGS. AVOID ALL COLUMN FOOTINGS. I. THE STRUCTURAL DESIGN OF THE FOUNDATIONS ASSUMES THAT THE SUBGRADE HAS BEEN PROPELY PREPARED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. SUBGRADE PREPARATION IS EXECUTED UNDER THE CIVIL (MASS GRADING) PORTION OF WORK. THE STRUCTURAL DRAWINGS ONLY DETAIL THE SLAB AND CUSHION FILL DIRECTLY UNDER THE SLAB.
REINFORCING STEEL: A. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. B. WELDING TO REINFORCING BARS SHALL BE PROHIBITED EXCEPT BY SPECIFIC AUTHORIZATION OF THE STRUCTURAL ENGINEER. C. REINFORCING SHALL BE SPLICED ONLY AS SHOWN ON DRAWINGS. ALL OTHER SPLICES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. D. BARS NOTED "CONT." SHALL BE SPLICED A MINIMUM OF 34 BAR DIAMETERS, BUT NEVER LESS THAN 2'-0". E. PROVIDE DOWELS IN FOOTINGS AND GRADE BEAMS THE SAME SIZE AND SPACING AS COLUMN AND WALL BARS. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM LAP OF 34 BAR DIAMETERS BUT NEVER LESS THAN 2'-0". F. MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE: CONCRETE CAST AGAINST EARTH 3" EXPOSED TO EARTH OR WEATHER 2" WALLS & SLABS INTERIOR EXPOSURE 2" CONCRETE: A. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-05 B. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES BUT SHALL NOT BE RIGIDLY EMBEDDED THEREIN. C. CRACK CONTROL JOINTS FOR ALL SLABS-ON-GRADE SHALL BE SAWED AT THE LOCATIONS INDICATED IN THE DRAWINGS. SEE DETAIL. JOINT LOCATIONS SHALL NOT VARY FROM THE STRUCTURAL DRAWINGS. D. THE CONTRACTOR SHALL NOTIFY THE COUNTY INSPECTOR 48 HOURS BEFORE THE POURING OF ANY STRUCTURAL CONCRETE SO AN INSPECTION CAN BE MADE BEFORE POURING. NO POUR SHALL PROCEED WITHOUT THE CONSENT OF THE INSPECTOR. E. MINIMUM 28 DAY COMPRESSIVE STRENGTH, LARGE AGGREGATE SIZE AND MAXIMUM WATER/CEMENT (W/C) RATIO SHALL BE AS FOLLOWS. ITEMS NOTED "NA" ARE SUBJECT TO DESIGN JUDGEMENT BY CONCRETE SUPPLIER: MINIMUM LARGE MAXIMUM STRENGTH AGGREGATE W/C RATIO SLAB ON GRADE DWS4000 PSI ASTM D448 #5 0.40 FOOTINGS DWS4000 PSI ASTM D448 #5 0.40
CONCRETE BLOCK MASONRY: A. CONCRETE BLOCK SHALL BE GRADE "N", TYPE II, HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C90. B. MASONRY UNITS SHALL HAVE A LINEAR DRYING SHRINKAGE NOT TO EXCEED 0.045% WHEN TESTED IN ACCORDANCE WITH ASTM C426. C. MASONRY MORTAR SHALL BE TYPE "M", WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. D. MASONRY GROUT SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2500 PSI. E. GROUT ALL CMU SOLID. F. ALL WALLS SHALL BE CONSTRUCTED IN CONVENTIONAL RUNNING BOND UNLESS NOTED OTHERWISE. G. GROUT LIFTS SHALL NOT EXCEED 4'-0" IN HEIGHT. GROUT POUR SHALL BE LIMITED TO 8'-0" HIGH. H. UNLESS NOTED OTHERWISE, USE OPEN END (H-BLOCK) FOR ALL MASONRY CONSTRUCTION. STANDARD BLOCK MAY BE USED AT WALL PENETRATIONS, CORNERS AND JAMBS. WOOD: A. ALL WOOD STRUCTURAL MEMBERS SHALL BE DOUGLAS FIR MEETING THE FOLLOWING MINIMUM GRADES AS ESTABLISHED BY THE WEST COAST LUMBER INSPECTION BUREAU STANDARD NO. 17 : 2x JOISTS, RAFTERS NO. 2 PLATES, BLOCKING, NAILERS STANDARD OR BETTER B. PROVIDE VYCOR SILL SEAL BELOW ALL PLATES RESTING ON CONCRETE OR MASONRY. C. PROVIDE STANDARD WASHERS AT ALL BOLTS AND NUTS BEARING ON WOOD. D. HOLES THROUGH PLATES, AND STUDS SHALL BE CENTERED IN THE MEMBER AND SHALL NOT EXCEED 1/3 THE MEMBER WIDTH. ALL HOLES SHALL BE BORED. SEE DETAIL FOR HOLES IN JOISTS. E. ALL PRE-FABRICATED METAL CONNECTORS INDICATED ON DRAWINGS ARE SIMPSON STRONG TIE CONNECTORS OR EQUAL, USE ONLY MANUFACTURER APPROVED FASTENERS FOR THESE CONNECTORS. FOLLOW NAILING AND BOLTING SCHEDULE AS SPECIFIED BY MANUFACTURER. EXCEPT FOR ITEMS NOTED "HOT DIP GALVANIZE", PROVIDE A MINIMUM "ZMAX" FINISH ON ALL HARDWARE. F. MINIMUM NAILING SHALL COMPLY WITH TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. H. ALL WOOD STRUCTURAL MEMBERS SHALL BE PRESSURE TREATED WITH AN APPROVED PROCESS TO PROTECT AGAINST ROT AND INSECT DAMAGE. UNLESS NOTED OTHERWISE, USE BORATE PRODUCTS FOR WOOD TREATMENT. STRUCTURAL INSPECTION REQUIREMENTS: A. AS THIS IS A NON-HABITABLE BUILDING, HOUSING EQUIPMENT ONLY, WE ARE REQUESTING WAIVER OF ALL SPECIAL INSPECTIONS. STRUCTURAL INSPECTIONS WILL BE CONDUCTED BY THE COUNTY INSPECTOR. ROOF FRAMING COUNTY INSPECTION CONCRETE COUNTY INSPECTION REINFORCING STEEL COUNTY INSPECTION WIND STRAPPING COUNTY INSPECTION B. THE CONTRACTOR SHALL CONTACT THE COUNTY INSPECTOR TO MAKE ARRANGEMENTS FOR THE REQUIRED INSPECTIONS. WORK SHALL NOT PROGRESS UNTIL REQUIRED INSPECTIONS ARE COMPLETED.
REQUIRED STRUCTURAL SUBMITTALS DURING CONSTRUCTION: A. THE FOLLOWING ARE REQUIRED STUCTURAL SUBMITTALS DURING CONSTRUCTION OF THIS PROJECT. ALL OTHER SUBMITTALS MADE WILL BE RETAINED FOR RECORD ONLY AND WILL NOT NECESSARILY BE REVIEWED. B. SUBMITTAL SCHEDULE: ITEM STATUS CONCRETE MIX DESIGN REQUIRED CONCRETE REINFORCING SHOP DRAWINGS NOT REQUIRED MASONRY CERTIFICATES ONLY REQUIRED PRE-ENGINEERED TRUSSES REQUIRED STRUCTURAL DESIGN CRITERIA: A. GRAVITY LOADS: ROOF LIVE LOAD FLOOR LIVE LOAD B.
C.
D.
E.
20 PSF 100 PSF
WIND LOADS: OCCUPANCY CATEGORY ENCLOSURE EXPOSURE CLASSIFICATION 3 SECOND GUST SPEED (EFFECTIVE) INTERNAL PRESSURE COEFFICIENT (GCpi) COMPONENTS AND CLADDING (GCpi) WINDOW DESIGN PRESSURE
IV ENCLOSED "C" 105 MPH 0.55 0.55 40 PSF
SEISMIC LOADS: OCCUPANCY CATEGORY SPECTRAL RESPONSE COEFFICIENT Ss SPECTRAL RESPONSE COEFFICIENT S1 SITE CLASS SPECTRAL RESPONSE COEFFICIENT SDS SPECTRAL RESPONSE COEFFICIENT SD1 SEISMIC DESIGN CATEGORY BASIC FORCE RESISTING SYSTEM SEISMIC RESPONSE COEFFCIENT CS RESPONSE MODIFICATION FACTOR R ANALYSIS PROCEDURE
IV 0.9216 0.2334 D 0.695 0.301 D SHEARWALL 0.2085 5 Equiv Lateral Force
FOUNDATION DESIGN CRITERIA: ALLOWABLE SOIL BEARING PASSIVE SOIL PRESSURE SOIL FRICTION FACTOR
2500 PSF 250 PCF PER FOOT 0.50 x DL
GOVERNING CODE
2006 INTERNATIONAL BUILDING CODE (IBC)
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
PSI
WATERTRONICS
WATE RTRONICS psi
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 4/30/18
CMBY 2011 INVESTMENT, LLC 1300 NO. HOLOPONO STREET, STE. 201 KIHEI, HAWAII 96753
PUAA SUBDIVISION
Tom Nance Water Resource Engineering 560 N. NIMITZ HIGHWAY - SUITE 213 HONOLULU, HAWAI‘I 96817 TELEPHONE: (808)537-1141, FACSIMILE: (808)538-7757
UNIT NO.
FP 1
USE
FIRE PUMP
TYPE
HORIZ. SPLIT CASE CENTRIFUGAL
CAPACITY GPM
DRIVE
DIESEL ENGINE
2500
TDH, PSI
50
RPM
1,760
USABLE POWER
VOLTAGE, VOLTS
106 HP
N/A
PHASE
N/A
HERTZ
N/A
PUMP START (PSI) PUMP STOP (PSI)
30
-
REMARKS
UNIT NO.
TYPE
TANK VOLUME
TANK DIAMETER
TANK LENGTH
REMARKS
FOT 1
DOUBLE WALL, UL LISTED DIESEL FUEL STORAGE TANK
190 GALLONS
38"
72"
DOUBLE WALL TANK.
PROVIDE ALL ACCESSORIES AND TO MEET NFPA AND SPECIFICATION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO THE FIRE PUMP CONTROLLER. ALL ITEMS SHALL BE UL LISTED OR FM APPROVED. CONTROLLER VOLTAGE SHALL BE 120 VAC, 1 PHASE, 60 HZ.
FLOW METER
NC JP 1
WATER JOCKEY PUMP
-
-
-
-
-
-
-
-
-
-
-
DOMESTIC WATER PUMP
10" X 8" CONCENTRIC REDUCER
8"
NC
4/30/2018 Expiration Date of the License
8"
This work was prepared by me or under my supervision & construction of this project will be under my observation. Observation of construction as defined by "Hawai‘i Administrative Rules, Title 16, Dept. of Commerce & Consumer Affairs, Chapter 115, Professional Engineers, Architects, Surveyors and Landscape Architects." Expiration Date of the License: 9-30-16
10"
NC
12" TO FIRE PROTECTION SYSTEMS
8"
FIRE PUMP
NC
10" TEST HEADER
10"
DIESEL ENGINE
10"
10"
NO
20'-0"
7'-0"
12"
6'-0"
7'-0" 10"X12" CONCENTRIC INCREASER CHECK VALVE REMOTE FILL
(8) 2 1/2" GATE VALVES WITH CAPS AND CHAINS
10"
FOT 1
CMBY 2011 INVESTMENT, LLC
NO
1300 NO. HOLOPONO STREET, SUITE 201 KIHEI, MAUI, HAWAI‘I 96753
12"X10" ECCENTRIC REDUCER - FLAT ON TOP
12" OS&Y VALVE (TYP) PENETRATION (TYP)
DIESEL
2
10" 10" RETURN TO TANK
FIRE PUMP ISOMETRIC DIAGRAM
FIRE PUMP PLAN
SCALE: NONE
12"
LONG RADIUS ELBOW
TANK SHELL
12'-0"
FPC
10" RETURN TO WATER TANK, SEE CIVIL DWGS FOR CONTINUATION
PUAA SUBDIVISION
PUMP SUCTION PIPE BOLTED TO S.S. PLATE
12" SUCTION, FROM ANTI-VORTEX PLATE
48" x 48" x 1" S.S. PLATE WELDED TO S.S. LEGS
3" X 3" X 1/8" S.S. ANGLE LEGS (TYP) FP 1
PIPE SUPPORT
6" x 6" x 1/8" S.S. PLATE WELDED TO 2" Ø PIPE
12" SUCTION FROM WATER TANK, SEE CIVIL DWGS FOR CONTINUATION
CONCRETE SLAB
JP 1
PROVIDE PIPE SUPPORT PER NFPA 20 (TYP)
MUFFLER, SEE MANUFACTURER FOR SIZE AND TYPE
TO PUMP SUCTION 12" DISCHARGE, SEE CIVIL DWGS FOR CONTINUATION
1
FIRE PUMP PLAN SCALE: 1/2" = 1'-0"
DIESEL EXHAUST WITH RAIN CAP, TERMINATE ABOVE ROOF LINE
3
ANTI-VORTEX PLATE DETAIL SCALE: NONE GRAPHICS SCALE
WFP-1
