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HomeMy WebLinkAboutCOM 0113.001 2006-2008INDEX OF DRAWINGS T0.1 COVER SHEET WEST CIVIC CENTER C1D CONSTRUCTION NOTES C1 CONSTRUCTIONNOTES C1.2 CONSTRUCTION NOTES C1.3 GRADING PLAN 4 CIA UTILITY PLAN § L-1 LANDSCAPE PLAN REQUEST FOR PROPOSALS DRAWING SET A1.1 SITE PLAN - A1.1A ADDITIVE ALTERNATE SITE PIAN �s DECEMBER, 2006 A1.2 A1.3 BLDG A -COUNTY COUNCIL - FIRST FLOOR PLAN BLDG B - HONALINAU - FIRST FLOOR PLAN AIA BLDG B- HONAUNAU - SECOND FLOOR PLAN A.5 BLDG C - HONALO - FIRST FLOOR PLAN A1.6 BLDG C-HONALO- SECOND FLOOR PLAN TM K: (3) 7-4-20:25 A1.T AI.B BLDG D - PUAKO EAST - FIRST & SECOND FLOOR PLAN BLDG E & F - PUAKO WEST & DATA SYSTEM - FIRST FLOOR PLAN A1.9 BLDG E-PUAKO D FLOORMUSEUM PLAN KEALAKEHE NORTH KONA HAWAII MMUNIT CENTER A1.10 BLDG G & H - COMMUNITY CENTER &MUSEUM -FIRST FLOOR PLAN A1.1 ROOFPLAN COUNTY OF HAWAII A2.11BLDGA A2.2 COUNTY COUNCIL - ELEVATION BLDG B&C-HONAUNAU&HONALO-ELEVATION A2.3 BLDG B & C - HONAUNAU & HONALO - ELEVATION JOB NO. B-3744 A2.4 BLDG D. E, F - PUAKO & DATA SYSTEM . ELEVATION A2.5 BLDG D, E, F - PUAKO & DATA SYSTEM - ELEVATION A2.6 BLDG G & H - COMMUNITY CENTER & MUSEUM - ELEVATION A2.7 BLDG ELEVATION PREPARED BY: A3.1 BLDG SECTION A3.2 ENLARGED SECTION a A3.3 ENLARGED SECTION A3.4 ENLARGED SECTION WILSON OKAMOTO CML ENGINEER A3.5 PARKING SECTION PBR HAWAII LANDSCAPE ENGINEER MIA MECHANICAL SITE PLAN URBAN WORKS, INC WILSON OKAMOTO ARCHITECTS STRUCTURAL ENGINEER M1.2 BLDG A -COUNTY COUNCIL -MECHANICAL PLAN CEDRIC D.D. CHONG & ASSOCIATES, INC ELECTRICAL ENGINEER M1.3 M1.4 BLDG B - HONAUNAU- FI RST FLOOR MECHANICAL PLAN BLDG 8 - HONAUNAU -SECOND FLOOR MECHANICAL PLAN em av CEDRIC D.O. CHONG & ASSOCIATES, INC MECHANICAL ENGINEER ROTH SHEPPARD ARCHITECTS PROGRAM CONSULTANT �. M1.5 BLDG C - HONALO- FIRST FLOOR MECHANICAL PLAN GREEN BUIDINGS SERVICES LEED CONSULTANT-.; x»�. "'Y^"T'<"rr?;"-' "ms's"' .- M1.6 BLDG C-HONALO-SECOND FLOOR MECHANICAL PLAN ROSE CHURMA RFP CONSULTANT - ` M1.T BLDG D-PUAKO EAST - FIRST& SECOND FLOOR MECH PLAN HAWAII ' M1.0 BLDG E&F-PUAKO WEST- FIRST FLOOR MECHANICAL PLAN M1.9 BLDG E & F - PUAKO WEST -SECOND FLOOR MECH PLAN KEALAKEHE a.�o. \\ I M1.10 BLDG G&H- COMMUNITY CENTER & MUSEUM -MECH PLAN M1.11 BLDG A, B, & C - MECHANICAL ROOF PLAN """'X°uroan POC Gwdon Wallace x .� I - ^"'; = M1.12 BLDG D, E, G. & H MECHANICAL ROOF PLAN PROJECT wwka, Inc > � - l y(� - LOCATION (e0B) 597-1155 E1.1 ELECTRICAL SITE PLAN��osma°v�.�iwa Raz (BOB)58i-1221. Email: gwallacegu wchkec xom E2., E2.2 BLDG A -COUNTY COUNCIL -ELECTRICAL PLAN BLDG B HONAUNAU FIRST FLOOR ELECTRICAL PLAN - - LU E2.3 BLDG B- HONAUNAU -SECOND FLOOR ELECTRICAL PLAN J E2.4 BLDG C - HONALO - FIRST FLOOR ELECTRICAL PLAN O E2.5 BLDG C - HONALO- SECOND FLOOR ELECTRICAL PLAN _ az J E2.6 BLDG D - PUAKO EAST - FIRST & SECOND FLOOR ELEC PLAN `\ E2.7 BLDG E & F - PUAKO WEST - FIRST FLOOR ELECTRICAL PLAN Lu E2.8 BLDG E & F - PUAKO WEST - SECOND FLOOR ELEC PLAN F E2.9 BLDGG&H- COMMUNITY CENTER & MUSEUM -ELEC PLAN z 9O�1R e p` O 0 E3.1 L C RIC L ROOF �N ELECTRIC LLI LOCATION MAP E RAM U _ g 0 W E3.2 E3.3 TELECOM DISTRIBUTION DIAGRAM PHOTO VOLTAIC (PV) SYSTEM DIAGRAM ro H- R LLl t Lu U LL J 2 Z Q Dt^ re �` U)I� mLu Q ~ Projea site �" r , '. -+� �� I ✓�/ ��'y"t'\ i-d'r in ILL! KEALAKEHE PARKWAY TITLE SHEET Comm. No. o,o Ref. To: P WIR.C. xd�a�" lig Ref. Uota FrB 6 207 ww DECEMBER, 2006 0411 PLOT PLAN 6 °2 6` 2B 256 FEETTO. _ KL -GW 1 VICINITY MAP STANDARD TRAFFIC NOTES 1. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SMALL CONFORM TO THE LATEST EDITION OF THE *MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. AS AMENDED, AND APPLICABLE SECTIONS OF PART V OF THE 'STANDARD DETAILS FOR PUBUC WORKS CONSTRUCTION, DATED SEPTEMBER 1984, AND THE 'HAWAII STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND PUBLIC WORKS CONSTRUCTION; 1994 EDITION. UNLESS OTHERWISE SPECIFIED ON THE PUNS, SPECIFICATIONS, OR THE STANDARD TRAFFIO NOTES. 2. THE CONTRACTOR SHALL INSTALL PERMANENT OR TEMPORARY MARINERS. STRIPING AND MARKINGS AS REQUIRED BY SECTION 629 OF THE 'HAWAII STANDARD SPECIFICATIONS FOR ROOD, BRIDGE, AND PUBLIC WORKS CONSTRUCTOM, 1994 EDITION. THE TEMPORARY STRIPING MUST BE INSTALLED AS CLOSE AS POSSIBLE TO THE FINAL LOCATION TO ENSURE PROPER LANE WIDTHS AND SAE FLOW OF TRAFFIC. THE CONTRACTOR SKILL COORDINATE AND HIRE SPECIAL DUTY POLICE OFFICER(S) AS NEEDED TO PROVIDE TRAFFIC CONTROL WHILE WORKING WITHIN THE COUNTY RIGA OF WAY. 3. THE CONTRACTOR SKILL INFORM THE TRAFFIC DIVISION AT LEAST SIX (6) WORIONG DAYS PRIOR TO ANY WORK ON PAVEMENT MARRING OPERATIONS AND/OR SIGN INSTALLATIONS TO SCHEDULE A REVIEW AND APPROVAL OF THE STRIPING AND/OR SIGNING PLANS. 4. THE APPROVED STRIPING PVN SHALL BE DYED OUT USING THINNED -OUT PAINT OR OTHER APPROVED METHODS. FIELD ADJUSTMENTS SHILL BE MADE AS DIRECTED BY THE ENGINEER BEFORE THE FINAL MARKINGS ARE APPLIED. 5. ALL PAVEMENT MARKINGS THAT BECOME INAPPLICABLE SKULL BE REMOVED BY THE CONTRACTOR AT HIS OWN EXPENSE REMOVAL SHALL BE BY ERADICATION OR OTHER METHODS APPROVED BY THE ENGINEER BEFORE THE NEW PAVEMENT MARKINGS ARE MPUED. EXCESSIVE GOUGING OF THE PAVEMENT IS NOT ACCEPTABLE AND SHAT BE REPAIRED AT THE CONTRACTOR'S EXPENSE 6. PAVEMENT STRIPING SHALL BE WITH REFLECTIVE THERMOPLASTIC COMPOUND PAVEMENT MARKING AS SPECIFIED IN SECTIONS 629 AND 712.55 OF THE HAWAII STANDARD SPECIFN'ATIDN5 FOR ROAD, BRIDGE AND PUBLIC WORKS OONSTRUC110N (1994 EDTTION) ON ALL ROADWAYS HAVING A TRAFFIC VOLUME OF MORE THAN 400 MDT. THE CONTRACTOR SHALL SUBMIT CERTIFICATE OF COMPLIANCE CERTIFYING THAT THE THERMOPLASTIC MATERIAL TO BE USED MEETS THE CURRENT STATE OF HAWAII, DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. PRE-MDKED REFUCTORIZED OL -BASED LEAD -MME TRAFFIC PAINTS THAT FNVE BEEN TESTED AND PRE -APPROVED BY THE COUNTY OF HAWAN MAY BE USED ON LOW VOLUME ROADS WANG A TRAFFIC VOLUME OF LESS THAN 400 ANT, EXCEPT STOP LINES, CROSSWALK MARKINGS, PAVEMENT ARROWS AND SYMBOLS SHALL BE WITH THERMOPLASTIC COMPOUND OR HEAT APPLIED PRE -FORMED THERMOPLASTIC PAVEMENT MARKING TME DESCRIBED BELOW. HEAT APPLIED PRE -FORMED THERMOPLASTIC PAVEMENT MARKING TME WITH VISIBLE TEMPERATURE INDICATORS, OR AN EQUAL PAVEMENT MARKING TME THAT 15 APPROVED BY THE TRAFFIC DIVISION MAY BE USED FOR CROSSWALKS, STOPUNES, PAVEMENT ARROWS, ALPHABETS, @ SYMBOLS IN LIEU OF THUWWL45M COMPOUND. 7. REFLECTORIZED RASED PAVEMENT MARKERS SHALL BE THE REGULAR SIZED MARKERS WITH APPROXIMATE DIMENSIONS OF 4'XCXO.7'. THE CONTACTOR SHALL SUBMIT CERTIFICATE OF COMPLIANCE CERTIFYING THE RASED PAVEMENT MARKERS TO BE USED MEETS AND/OR EXCEEDS THE CURRENT STATE OF HAWAII. DEPARTMENT OF TRANSPORTATKIN SPECIFICATIONS. B. ALL TRAFFIC SIGNS AND POSTS SHALL MEET THE REQUIREMENTS OF THE COUNTY OF HAWAII STANDARD DETAIL T-1 EXCEPT THAT RANGED CHANNEL POSTS AND OCTAGONAL POSTS WILL NOT BE ACCEPTABLE. SIGNS SHALL BE ON ALUMINUM SHEETING OF 0.080 INCH MINIMUM THICKNESS. SIGNPOST SHALL BE 2 INCH SQUARE TELESPAR TUBING NO. 20 F 12 OR EQUIVALENT WITH 2 1/4 INCH SQUARE TELESPAR ANCHOR POST 9. ALL TRAFFIC SIGNS SHAT BE COMPLETELY RISUCTORIZED WITH TYPE III OR TYPE N HIGH INTENSITY REHORDUCTNE SHEETING EXCEPT THAT PARKING/NO PARKING AND STREET NAME SIGNS MAY BE ENGINEER GRADE REFLECTIVE SHEETING. OVERHEAD STREET NAME SIGNS SHALL BE HIGH INTENSITY. 10. THE 2 1/4 INCH SQUARE ANCHOR POST FOR SIGNS SHAM BE DRIVEN INTO THE GROUND, A.C. PAVEMENT OR CONCRETE SIDEWALK IN ACCORDANCE WITH THE PLANS. ALL DAMAGES TO THE SURROUNDING AREA SHALL BE REPAIRED TO ITS ORIGINAL CONDITION OR BETTER. BEFORE DRIVING INTO CONCRETE. A NEAT HOE OF APPROXIMATELY 3 INCH DIAMETER SHALL BE DRILLED THROUGH THE CONCRETE PRIOR TO THE INSTALLATION OF THE ANCHOR POST. IF DRIVING INTO THE CONCRETE OR A.C. PAVEMENT IS NOT POSSIBLE WITHOUT DAMAGE TO THE SURROUNDING CONCRETE OR A.C. PAVEMENT. A 17X17 SQUARE SHALL BE SAW -CUT AND REMOVED PRIOR TO THE INSTALLATION OF THE ANCHOR POST AND THEN PATCHED WITH HOT MIX TO MATCH THE EXISTING A.C. PAVEMENT, k CONCRETE TO MATCH THE EXISTING CONCRETE PAVEMENT. STANDARD TRAFFIC NOTES (CONT.) CONSTRUCTION NOTES WITHIN 11. UPON COMPLETION OF THE CONSTRUCTION WORK THE CONTRACTOR SHALL RESRNPE COUNTY RICHT-OF-WAY All PAVEMENT MARKINGS WITHIN THE CONSTRUCTION WORK AREA AND ADJACENT ROADWAY PAVEMENTS UP TO 300 FEET BEYOND THE CONSTRUCTION AREA IN ACCORDANCE OF ITEM 6 OF THE CURRENT STANDARD TRAFFIC NOTES. ALL TRAFFIC 16. NO TRENCHING SHALL BE LEFT OPEN FOR MORE THAN FIVE (5) WORKING SIGNS AND POSTS WITHIN THE CONSTRUCTION AREA AND ADJACENT AREAS THAT HAVE DAYS BEEN DAMAGED, REMOVED. OR ADVERSELY AFFECTED BY THE CONSTRUCTION WORK 17. SHOULD TRENCHING OCCUR THROUGH AN EXISTING SIDEWALK. OR SHOULD SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE TO TEM(S) B. 9. AND 10 DAMAGES OCCUR TO THE SIDEWALK AS A RESULT OF ANY CONSTRUCTION OF THE CURRENT STANDARD TRAFFIC NOTES. WORK, THE FOLLOWING PROCEDURE SHALL BE UIIUZED TO REPAIR THE 12. INSTALL PRIVATE ROAD SICN(S) ON ALL PRIVATE RQAD(S). SIGN SHALL BE ON 18 SIDEWALK: WIDE BY 12' HIGH ALUMINUM PLATE WTIH 4' BUCK LETTERING ON WHITE A ALL PORTLAND CEMENT CONCRETE TO BE REMOVED SHAT FIRST REFLECNPoZEO SHEETING WITH BORDER. BE CUT WITH A CONCRETE SAW THAT HAS A DIAMOND OR CARBORUNDUM ABRASIVE WHEEL THOSE CUSTS SHALL BE MADE 13. ALL SIGNS @ MARKINGS FOR PRIVATE ROADWAYS SHALL BE MAINTAINED BY THE TO DEPTH EQUAL TO AT LEAST ONE-FOURTH OF THE DEPTH OF PRIVATE OANERS. THE SLAB. OR ENOUGH AS IS DEEMED NECESSARY BY THE DEPARTMENT. OF PUBUC WORKS, TO PERMIT BREAKING OUT THE CONSTRUCTION NOTES WITHIN S CONCRETE SPILLING OFF THE EXPOSED EDGESOFTHE LEFT IIN PLACE COUNTY RICHT-OF-WAY B. IF ANY CONCRETE BLOCK IS TOUCHED, THE WHOLE BLOCK SHALL BE REMOVED AND LATER REPLACED, UNLESS A MINOR VARIATION IS € AUTHORIZED BY THE DRY OR ITS REPRESENTATIVE, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF HAWAII, 'STANDARD C. ANY DAMAGES TO ADJACENT MEAS DUE TO SETTLEMENT OR TO ANY DEPARTMENT OF PUBLIC WORKS (DPN), SPECIFICATIONS FOR OTHER EFFECTS WHATSOEVER CAUSED BY THE CONSTRUCTION WORK PUBLIC WORKS CONSTRUCTION: DATED SE'IIEMBER 1986 AND *STANDARD SHALL BE PROPERLY REPAIRED AND CORRECTED. DETAILS FOR PUBLIC WORKS CONSTRUCTIOFf, DATED SEPTEMBER 1984. D. ALL OTHER INCIDENTAL WORK SHALL BE SATISFACTORILY 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, PERFORMED TO EFFECT THE PROPER RESTORATION OF THE WHETHER SHOWN ON THE PLAN OR NOT, AND SHALL BE RESPONSIBLE SIDEWALK AREA FOR THE REPAIR OR REPLACEMENT OF SAME IN THE EVENT OF DAMAGES DUE TO HIS CONSTRUCTION PRACTICES. THE CONTRACTOR SFALL E. SHOULD DAMAGE TO A SIDEWALK, CURB AND/OR GUTTER OCCUR AT e COORDINATE HIS WORK WITH THE RESPECTIVE UTILITY COMPANIES. A LOCATION WHERE A CURB RAMP SHOU EXISTING OR A DRIVEWAY THAT DOES NOT MEET WITH THE REQUIREMENTS OF THE AMERICANS 3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAFFIC CONTROL WITH DISABILITIES ACT (ADA), REPAIR WORK SHWA INCLUDE THE DEVICES IN CONFORMANCE WITH THE CURRENT EDITION OF THE 'MANUAL CONSTRUCTION OF A CURB RAMP, OR RECONSTRUCTION TO THE ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS,' DRIVEWAY SUCH THAT THE REPAIR WORK COMPLIES WITH THE AND AS DIRECTED BY THE DEPARTMENT OF PUBUC WORKS. APPROVAL OF THE DPW. 4. THE CONTACTOR SHALL NOTIFY THE COUNTY DEPARTMENT OF PUBUC 18. THE PERMITTEE SHALL MAINTAIN, TO THE SATISFACTION OF THE DEPARTMENT WORKS 48 HOURS BEFORE THE COMMENCEMENT OF ANY UTILITY LINE PUBLIC WORKS, THE MEAS WORKED WITHIN THE GOVERNMENT WORK TO SCHEDULE A FIELD REVIEW AND SECURE APPROVAL OF THE RIGHT-OF-WAY INCLUDING ANY REPAIRS TO PAVEMENT AND SHOULDER PRDPOSED UTILITY LINE LOCATION WITHIN THE COUNTY RIGA -OF -WAY. DAMAGED AS A RESULT OF THE INSTALLATION WORK FOR A PERIOD OF ONE (1) (1) YEAR MGM THE DATE OF FINAL INSPECTION. THE PERMITTEE SHWA 5. THE PROPOSEDLRILRY UNE LOCATION $AAAA BE WD OUT IN THE FIELD REPARS EXPEDITIOUSLY. WHENEVER DIRECTED BY THE COUNTY PRIOR TO THE CONDUCTING OF THE FIELD RENEW BY THE DEPARTMENT DEPARTMENT OF PUBLIC WORKS DURING THE MANIEMANCE PERIOD. OF PUBLIC WORKS. 6. FIELD ADJUSTMENTS SHALL BE MADE A5 DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO COMMENCEMENT OF ANY UTILITY mr LINE WORK. 7. THE REQUIRED PERMIT UNDER CHAPTER 22, ARTICLE 4, DIVISION 1 OF THE °-°-�"'°"�+•^^..R HAWAII COUNTY CODE. SHALL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS BY THE CONTRACTOR FOR WORK WITHIN THE COUNTY RIGHT-OF-WAY. 8. THE CONTRACTOR SHALL PROVIDE AT LEAST ONE (1) LANE FOR TRAFFIC MOVEMENT AT All TIMES. TWO (2) LANES FOR TRAFFIC MOVEMENT SHALL w BE PROVIDED BETWEEN THE HOURS OF 3:30 P.M. TO 8:00 A.M. 9. THE EXISTING PAVEMENT SHALL BE SAW -CUT BEFORE COMMENCEMENT OF W GO TRENCHING WORK. TJ LU 10. ANY PAVEMENT OUTSIDE THE CONTRACT ZONE UMTS DAMAGED AS A V Z RESULT OF CONSTRUCTION OPERATIONS SHAT BE RESTORED TO ITS <=H ORIGINAL CONDITION, OR BETTER, AS DIRECTED BY THE DPW. 11. A TEMPORARY COIR MIX PATCH SWVl BE APPLIED IMMEDIATELY UPON (� 0=4 O COMPLETION OF THE BACKFILLING OPERATION AND SHALL BE MAINTAINED - ZC l s U BY THE CONTRACTOR UNTIL A PERMANENT PATCH IS AUTHORIZED BY THE DEPARTMENT OF PUBLIC WORKS. j Y E F 12. NO MATERIAL, EXCEPT THE TRENCH EXCAVATED MATERIAL. SHALL BE STOCKPILED CLOSED THAN SIX (6) FEET FROM THE EXISTING EDGE OF = Z PAVEMENT. O 13. NO CONSTRUCTION EDUIPMENT SHALL BE PARKED WITHIN THE ROAD RIGHT -DF -WAY IN SUCH A MANNER THAT THE EQUIPMENT WILL OBSTRUCT w THE NORMA MOVEMENT AND SIGHT DISTANCE OF THE DRIVING MOTORIST, EXCEPT DURING ACTUAL WORKING HOURS. 14. EXCEPT DURING ACTUAL WORKING HOURS, ALL SIGNS THAT DO NOT PERTAIN TO THE CONSTRUCTION ACTIVITY. SUCH AS 'MEN WORKING* AND 'FLAGMAN AHEAD' SHALL BE COVERED OR WD DOWN. HOWEVER, ALL ONSTRUCTION SIGNS NECESSARY FOR THE SAFETY OF THE PUBUC SHALL BE MAINTAINED. 15. ANY PAVEMENT MARKINGS. STRUCTURES, AND APPURTENANCES (WITHIN OR [NOTES OUTSIDE OF THE CONITNCT ZONE UMTS) DAMAGED AND/GR WORK AWAY UNDER THE PERMIT SHAT BE REPAINTED OR RECONSTRUCTED ASDIRECTED BY THE DEPARTMENT OF PUBLIC WORKS.na. GRADING NOTES 1. GRADING WORK SHALL CONFORM TO CHAPTER 10 OF THE HAWAII COUNTY CODE AND SOILS REPORT 'WEST HAWAII CMC CENTER PRELIMINARY RECOMMENDATIONS, URS. SHOULD A GRADING PERMIT BE REQUIRED, NO WORK SHALL COMMENCE UNTIL THE D.P.W. APPROVES A GRADING PERMIT. 2. NO CONTRACTOR SHALL PERFORM ANY GRADING OPERATION SO AS TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TD FALL, SLIDE OR FLOW ONTO ADJOINING PROPERTIES, STREETS, OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE CONDUCTOR MAY BE CITED AND THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY. 3. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA AND SURROUNDING AREA FREE FROM DUST NUISANCE THE WORK SHALL BE IN CONFORMANCE WITH THE AIR POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH CONTAINED IN CHAPTER 11-60. 'AIR POLLUTION CONTROL'. 4. THE UNDERGROUND PIPES, CABLES OR DUCT ONES KNOWN TO EXIST BY THE ENGINEER FROM HIS SEARCH OF RECORDS ARE INDICATED ON THE PUNS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF THE FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA WHEREVER CONNECTIONS OF NEW UTILITIES ARE SHOWN AT THE PROPOSED CONNECTIONS TO VERIFY THEIR LOCATIONS AND DEPTH$ PRIOR TO EXCAVATION FOR THE NEW ONES. 5. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATERS FROM DAMAGING THE CUT FADE OF AN EXCAVATION OR THE SLOPED SURFACES OF A FILL FURTHERMORE, ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SEDIMENT -UDEN RUN-OFF FROM LEAVING EH SFTE 6. ALL SLOPES AND EXPOSED AREAS SHALL BE RANTED AS SOON AS FINAL GRADES HAVE BEEN ESTABLISHED. PLANTING SHALL NOT BE DELAYED UNTIL ALL GRADING WORK HAS BEEN COMPLETED. GRADING TO FINAL GRADE SHALL BE CONTINUOUS, AND ANY AREA WITHIN WHICH WORK HAS BEEN INTERRUPTED OR DELAYED SHALL BE RANTED. 7. FILLS ON SLOPES STEEPER THAN 5:1 SHALL BE KEYED. 8. THE COUNTY SHALL BE INFORMED OF THE LOCATION OF THE BORROW/DISPOSAL SITE FOR THE PROJECT WHEN THE APPUCATION FOR GRADING PERMIT IS MADE. THE BORROW/DISPOSAL SITE MUST ALSO FULFILL THE REQUIREMENTS OF THE GRADING ORDINANCE. 9. NO GRADING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS, AND HOLIDAYS AT ANY TIME WITHOUT PRIOR APPROVAL FIRM THE DEPARTMENT OF PUBLIC WORKS, GRADING WORK ON NORMAL WORKING DAYS SHALL BE BETWEEN THE HOURS OF 8:30 A.M. TO 3:30 P.M. 10. THE LIMITS OF THE AREA TO BE GRADED SHALL BE FLAGGED BEFORE THE COMMENCEMENT OF THE GRADING WORK. 11. ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE WATER POLLUTION CONTROL AND WATER QUALITY STANDARDS CONTAINED IN HAWAII ADMINISTRATIVE RULES. CHAPTER 11-55. 'WATER POLLUTION CONRWL.' AND CHAPTER 11-54, 'WATER QUALITY STANDARDS TO THE EROSION AND SEDIMENTATION CONTROL SFANDARDS AND GUIDEUNES OF THE DEPARTMENT OF PUBLIC WORKS, COUNT' OF HAWAII, AND IF APPUCABLE, THE ARMS PERMIT FOR THE PROJECT. 12. WHERE APPLICABLE AND FEASIBLE THE MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY EARTH MOVING PHASE OF THE GRADING IS INITIATED. 13. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENT EROSION CONTROLS ARE IN-PLACE AND ESTABLISHED. 14. TEMPORARY EROSION CONTROL PROCEDURES SHALL BE SUBMITTED FOR APPROVAL PRIOR TO APPLICATION FOR GRADING PERMIT. 15. IF CONTAMINATED SOIL IS ENCOUNTERED, GRADING WORK SHALL BE DONE IN CONFORMANCE VAIN APPLICABLE STATE AND FEDERAL REQUIREMENTS. INFORM THE OFFICER -IN -CHARGE. 16. NON-COAHRIANCE TO ANY OF THE ABOVE REQUIREMENTS SHALL MEN IMMEDIATE SUSPENSION OF ALL WORK, AND REMEDIAL WORK SHOULD COMMENCE IMMEDIATELY. ALL COSI INCURRED SHALL BE BILLED TO THE PERMITTEE. FURTHERMORE, VIOLATORS SHALL BE SUBJECTED TO ADMINISTRATIVE, CML ANO/OR CRIMINAL PENALTIES. 17. FOR BENCH MARK LOCATION, SEE SHT. C-2.2. 18. CONTRACTOR SHALL PROVIDE OUST CONTROL MEASURES WHERE WATER IS USED FOR DUST CONTROL, CONTRACTOR SHAT APPLY WATER ONLY IN QUANTMES SUFFICIENT FOR THAT PURPOSE, AND PREVENT SIGNIFICANT RUNOFF. 19. THE CONTRACTOR SHALL BE RESPONSIBLE IN ACQUIRING THE NATIONAL POLLUTANT DISCHARGE EUMINKTION SYSTEM (NPDES) PERMIT FOR RUNOFF ASSOCIATED WITH CONSTRUCTION ACTVTIES FROM THE DEPARTMENT OF HEALTH. SEWER ®�•� NOTES SEWER NOTES (CONT.) 1. ALL CONSTRUCTION DETAILS AND SPECIFICATIONS NOT SHOWN ON THE PLANS SHALL 18, WHEN PERMITTED BY THE ENGINEER, SEWER LATERAL CONNECTIONS TO EXISTING RCP CONFORM TO THE STANDARD DETAILS FOR PUBUC WORKS CONSTRUCTION, SEPTEMBER SEWER AWN PIPE ONES SHALL BE MADE WITH A TEE CONFIGURED PIPE SADDLE 1984, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER ROTATED 45 DEGREES ABOVE THE SEWER SPRING UNE. THE SEWER LATERAL ENTRY 1986. SHALL BE CORE DRILLED PERPENDICULAR TO THE SEWER PIPE WALL CORED 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LIBOR AND EQUIPMENT AND ANY DAMAGED INTERNAL PIPE SURFACE SHALL BE COATED WITH AN IPMENT FOR ALL OUNTY SEWER WORK WITHIN THE COUNTY'S RIGHT-OF-WAY. APPROVED COAL TAR EPDXY (KOP-COAT, BITUMASTIC 300M, OR APPROVED EQUAL). A TOTAL MINIMUM DRY FILM THICKNESS OF 24-28 MILS SHALL BE ACHIEVED IN TWO (2) c 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INVESTIGATION, INSPECTION AND COATS APPLIED IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. VERIFICATION OF ALL EXISTING UTILITIES SUPPLEMENTED BY ACTUAL DIGGING IN THE FIELD IF NECESSARY, TO DETERMINE THE ACTUAL LOCATION OF SUCH UTILITIES WITH 19. THE SEWER LATERAL SADDLE CONNECTION AND CORED SEWER MAIN PIPE ENTRY SHALL THEIR BRANCH AND SERVICE ONES, WHETHER INDICATED ON PUNS OR NOT, PROVIDE A SMOOTH AND UNOBSTRUCTED ROW AREA. THE SEWER SADDLE SHAL 4. THE CONDUCTOR SHELL BE REWIRED TO TAKE OUT AND PAY FOR ANECESSARY COMPLETELY OVERLAY THE CORED ENTRY AREA ON THE AWN SEWER PIPE THE SEWER SEWER SADDLE SHAT BE SECURED TO THE AWN SEWER PIPE WITH STAINLESS STEEL PERMITS AND LICENSES REQUIRED By LOCA. ORDINANCES FOR THE PROSECUTION OF THIS WORK. AND JACKETED WITH CUSS B REINFORCED CONCRETE THE REINFORCED CONCRETE JACKET SHALL COMPLETELY ENCASE THE E%ISIING MAIN SEwEA PIPE, BE A 5. WORKMANSHIP SHALL BE FIRST CUSS. ALL WORK SHALL BE PERFORMED BY THE MINIMUM 6 -INCHES THICK AND EXTEND A MINIMUM OF 6ANCHEB BEYOND THE SEWER RESPECTIVE TRADE PERSON IN ACCORDANCE WITH APPLICABLE COUNTY ORDINANCE SADDLE IN BOTH DIRECTIONS ALONG THE EXISTING SEWER PIPE. AND STATE REGULATION. 20. SEWER CLE NOUTS SHAT BE LOCATED IN THE COUNTY RIGHT-OF-WAY WITHIN ONE g 6. THE CONTRACTOR SHALL NOTIFY THE WASTEWATER DIVISION (961-8338) AT LEAST FOOT OF THE PROPERTY ONE. THE CLEANOUT SHALL BE EASILY ACCESSIBLE (I.E.. NOT FORTY-EIGHT HOURS IN ADVANCE OF ANY WORK BEING DONE ON, OR ANY BE BURIED OR LOCATED UNDER OR CLOSE TO ROCK WAILS, FENCES OR OTHER CONNECTIONS BEING MADE TO THE EXISTING COUNTY SEWER SYSTEM. INSPECTION SMALL BE PERFORMED BY AN AUTHORIZED REPRESENTATIVE OF THE WASTEWATER OBSTRUCTIONS). IF THE CLEANOUT IS DETERMINED TO BE INACCESSIBLE, IT SHALL BE DIVISION PRIOR TO BACKFlWNG OR COVERING OF THE WORK AND AFTER ALL RELOCATED AT THE CONTRACTORS EXPENSE. THE CLEANOUT SHALL BE OF THE SAME INTERVAL AND DIAMETER (TYPICAL, 6 -INCH) AS THAT OF THE SEWER LITERAL PROVIDED. PLUMBING WORN IN ACCORDANCE WITH THE PLUMBING PERMIT S COMPLETE WITHIN 172E PARCEL THE CLEANOUT SHALL BE PROVIDED A BRASS GOUNTERSUND CAP AND AN 1BX1BX8' CUSS B CONCRETE COLLAR REINFORCED WITH 1-e3 REINFORCEMENT STEEL LOOP. 7. THE CONTRACTOR SHALL REPAIR, AT THEIR EXPENSE ALL DAMAGES SUSTAINED THE CLEANOUT SUBJECT TO VEHICULAR OR ABNORMAL LOADING SHALL BE PROVIDED. A DURING THE COURSE OF HIS WORK AERO LEAVE COMPLETED WORK IN ITS ORIGINAL TRAFFIC RATED FRAME/COVER (MODEL SBF 1246 W, MANUFACTURED BY SOUTH BAY j OR BETTER CONDITION. FOUNDRY, OR APPROVED EQUAL) INSTALLED TO GRADE WITH AN 24'X24'XB' CLASS 8 8. NO DEBRIS RESULTING FROM THE SEWER CONSTRUCTION WORK SHALL BE ALIDWED CONCRETE COLLAR REINFORCED WITH 1-03 REINFORCEMENT STEEL HOOP. TO ENTER THE EXISTING SEWER SYSTEM. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BARRIERS AND COLLECTION DEVICES TO PREVENT DEBRIS FROM ENTERING 21. SEWER MANHOLES LOCATED IN UNPAVED AREAS SHALL BE PROVIDED A CONCRETE THE SEWER. THE CONTRACTOR SHAI1 FLUSH ALL NEWLY CONSTRUCTED SEWER PIPES COLLAR. THE CONCRETE COLLAR SHALL BE CLASS 'Er CONCRETE REINFORCED WITH BEFORE CONNECTION TO THE EXISTING SEWER SYSTEM. THE CONTRACTOR SHALL BE 1-/3 REINFORCEMENT STEEL HOOP. THE CONCRETE COLLAR SHALL BE 42X42'XB RESPONSIBLE FOR REMOVING ALL DEBRIS THAT ENTERS THE EXISTING SEWER SYSTEM FOR TYPE SA FRAMES, 5dX5CX6' FOR TYPE SB FRAMES. AS A RESULT OF THE CONSTRUCTION WORK. 9. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE WASTEWATER DIVISION (961-8338) 22. UNLESS OTHERWISE NOTED AND LOCATIONS DETAILED ON APPROVED PUNS, CONCRETE SHOULD ANY EXISTING SEWER ONE BE DAMAGED. THE CONTRACTOR SHALL REPAIR THE JACKETING OF NEW OR EXISTING SENUR MAINS AND SERVICE LATEIbN.S SHAH. NOT BE SEWER LINE AND ANY ROCKS OR DEBRIS THAT ENTERED THE SEWER SYSTEM SHALL BE PERMITTED. PHYSICALLY REMOVED FROM THE SEWER TO THE SATISFACIKRN OF THE WASTEWATER DIVISION. THE WORK MAY INCLUDE RUSHING AND/OR USE OF A PIPE PIG. 23. PRIVATE DEVELOPMENTS FOR DEDICATION TO THE COUNTY OF HAWAII SHALL BE 10. BYPASSING OR SPILLING OF SEWAGE TO THE GROUND, DRAINAGE SYSTEM OR SLATE INSPECTED AND CERTIFIED BY AN INDEPENDENT LICENSED ENGINEER REGISTERED IN WATER IS PROHIBITED. THE OONTFACFOR SHALL PAY PENALTIES, INCLUDING LEGAL HAWAII FOR COMPLIANCE WITH APPROVED PLANS. SPECIFICATIONS AND APPLICABLE FEES AND OTHER COSTS AS A RESULT OF THE BYPASS OR SPILL, DOCUMENTS. PRIOR TO CONSTRUCTION, SUBMIT TO THE WASTEWATER DIVISION THE NAME, AFFILIATION,SPECT ADDRESS AND PHONE NUMBER OF THE PROJECT 11. UNLESS APPROVED OR. ALL SEWER PIPES AND FITTINGS SHALL BE ENGINEER/INSPECTOR REPRESENTING THE OWNER FOR THIS PURPOSE THE LICENSED Wu.Un` altlw r,�'wwc.Vi a.mroa..moo. -26 B LL( PIP PLC STIR -26 BELL(S) AND SPIGOT. PIPE COUPLINGS SHILL WITH APPROVED ENGINEER SHALL PROVIDE A STAMPED REPORT UPON COMPLETION THE PROTECT IN WITH HAR TITLE CHAPTER 115 INDICATING THAT THE ERNS. WAS SOLID BOGY PJC SLEEVE OR NAND SHEAR RUBBER COUPLING RUGA/HPI OR HE (D I MATERIALS FOR CUSS B PIPE BEDDING SHALL BE 3/4' AGGREGATE BASE COURSE COURSE COMPLETED WITH COMPLETED IN ACCORDANCE WITH THE PROJECT PONS AND SPECIFICATIONS. PLACED IN SUCCESSIVE HORIZONTAL LAYERS OF LOOSE MATERIAL NOT TO EXCEED 6 cc INCHES IN DEPTH, AND SWJl BE UNIFORMLY CONSOLIDATED TO 95 PERCENT MAXIMUM 24. BEFORE FINAL PROJECT INSPECTION APPROVAL BY WWD PERSONNEL SUBMIT ONE (1) DRY DENSITY, COMPACTION TESTING FOR COMPLIANCE SHALL ROUTINELY PERFORMED SET OF'AS-BUILT* PUNS ON VELLUM, INCLUDING TWO (2) COPIED SETS AND ONE SET ~ AND APPROVED BY INDEPENDENT TESTING AND QUALITY CONTROL LABORATORY, ALL RESULTS THE OF OF ELECTRONIC DRAWINGS NIS MANDATORY THAT THE 'AS -BUILT PUNS SHOW TESL SHALL BE SUBMITTED TO ENGINEER FOR FINAL ACCEPTANCE. IDENTIFIED PROPERTY TMK NUMBERS AND ACCURATELY LOCATED SEWER W 12. SEWER PIPE CONNECTIONS In NEW MANHOLES SHALL BE WITH AN APPROVED MANHOLES, LATERALS, CLFANOUTS AND ALL OTHER MAJOR COMPONENTS OF THE V H CAST -IN-PLACE PLACE MANHOLE PIPE ADAPTER UL, OR APPROVED WASTEWATER COLLECTION SYSTEM. 0 EXISTING MANHOLES EQUAL). SEWER PIPE CONNECTIONS TO EXISTING MANHOLES SHALL BE WEIFI AN APPROVED MANHOLE PIPE ADAPTER FIELD SLEEVE �% a=n < Z (A -LAK OR APPROVED EQUAL). 25, SEWER LATERALS SHOULD BE SOWN WITH CORRECT LOCATIONS AND DEPTHS RELATIVE i s Z 13. DROP MANHOLES, WTHLES SEWER MARK PIPE LANES URGER THAN OR TO PROPERTY BOUNDARY PINS AND EXISTING GROUND SURFACE. UPON COMPLETION :..i s 4 m 0 EG AND MANHOLES EQUAL TO 12 -INCHES, AND MANHOLES LOCATED IN COMMERCIAL OR INDUSTRIAL ARDS Of THE PROTECT. SUBMIT ONE (1) SET OF 8-1/Y%1I' PLOT PIANS FOR EACH 0 � - �= H SHALE LINED WITH A PJC LINE (DURA -PUTS OR EQUAL) AND BENCHES SHAH BE NCH PROPERTY TMK THAT CONTAINS THIS INFORMATION. � Q z my 0 � EI EQUAL SEN F-120 CORROSION RESISTANT POLYMER CONCRETE OR APPROVED 26, BEFORE FINAL PROTECT INSPECTION APPROVAL BY WWD PERSONNEL SUBMIT 3: U2S F DOCUMENTATION CERTIFIED BY AN INDEPENDENT PROFESSIONAL LAND SURVEYOR DOLEco 14. THE ANGLE BETWEEN THE INLET AND OUTLET SEWERS SHALL BE A MINIMUM OF 90 BASE REGISTERED WITH THE HAWAII BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS, ARCHITECTS, LINO SURVEYORS AND LANDSCAPE ARCHITECTS ATTESTING TO THE LOCATION = Z 0 DEGREES. NEW AND EXISTING MANHOLE SECTIONS SHALL BE CHANNEUZED AS AND ELEVATION OF AL SEWER MANHOLES, SEWER CLEANOUTS 0 NECESSARY. CHANNELS SHALL PROVIDE A SMOOTH TRANSITION BETWEEN INLET AND OUTLET SEWERS. LATERALS. AND ALL OTHER MAJOR COMPONENTS OF THE WASTEWATER COLLECTION SYSTEM AS SHOWN ON 'AS (1.1 15. UNLESS OTHERWISE APPROVED OR NOTED. ALL MANHOLES SHALL BE PROVIDED 'ECCENTRIC CONE SECTIONS WITH TYPE SA FRAMES AND COVERS (STD. DEIAIL S-22). 27. BEFORE FINAL PROJECT INSPECTION APPROVAL BY WWD PERSONNEL SUBMIT COPIES OF ALL MANHOLES LESS THAN 5'-C DEEP SHALL BE PROVIDED 22 -INCH 'CONCEN IC' ALL TESTING/RE-TESTING DATA (I.E. SOL COMPACTION, LEAK, MANDRE_, ETC.). TESTING CONE SECTIONS WITH TYPE SB FRAMES AND COVERS (STD. DETAIL S-21). SHALL BE WITNESSED AND CERTIFIED BY AN INDEPENDENT LICENSED ENGINEER ANO/OR 16. ALL LATERA. CONNECTIONS TO THE SEWER MAN SHALL BE MADE WITH A TYPE FITTING APPROVED TESTING LABORATORY. _T. ROTATED 45 DEGREES ABOVE THE SEWER SPRING UNE. 28, WAND WILL PERFOR CCN INSPECTION OF THE SEWER ONE PRIOR TO ACCEPTANCE OF THE CONSTRUCTION 17. WHEN PERMITTED BY THE ENGINEER, SEWER LATERAL CONNECTIONS TO AN EXISTING SYSTEM. TESTING FOR DEFLECTION WILL BE ACCOMPLISHED WITH THE CCN INSPECTION. NOTES VCP OR PVC SEWER SHALL BE MADE WITH AWYE CONFIGURED FLEXIBLE SADDLE IF THE CCN INSPECNDN REVERS CONDITIONS SUCH AS SAGS, DENTS, OUT -OF -ROUND (DFW/HPI, OR APPROVE EQUAL) ROTATED 45 DEGREES ABOVE THE SEWER SPRING ONE CONDITION, ETC., THEN MANDREL TESTING IN ACCORDANCE WITH 21.3.E OF THE STANDARD Mn.i owG _ THE SEWER MAIN PIPE SADDLE ENTRY SHALL BE NEATLY CORED (SAW CUT). SPECIFICATIONS WILL BE REQUIRED AT WHICH THE COST WILL BE BORNE BY THE CONTRACTOR. CCN ACCEPTANCE CRITERIA IS AVAILABLE AT WWD. INITIAL CCW INSPECTION °" DEC.1. 2006 Q OF THE SYSTEM WILL BE PROVIDED AT NO COST TO THE CONTRACTOR. CCN COST FOR AND/OR ADDITIONAL INSPECTIONS ARE THE RESPONSIBILITY OF THE om LO CONTRADiORON Q C1.1 C1.2 WATER NOTES 1. ALL WORK SHALL BE DONE ACCORDING TO THE WATER SYSTEM STANDARDS, STATE OF HAWAII. DATED 2002 AS AMENDED. 2. THE CONTRACTOR SHILL INFORM THE DEPARTMENT OF WATER SUPPLY (DWS) ENGINEER 72 HOURS PRIOR TO THE BEGINNING OF ANY WATERLINE S WORK AND TWO WEEKS PRIOR TO ANY CONNECTION, CHLORINATION, E SHUT-OFF OR RELOCATION WORK. 3. THE CONTRACTOR SHALL PAY FOR ALL WORK, EQUIPMENT AND MATERIALS FURNISHED BY THE DWS. 4. ALL EKSRNG WATERUNES, WATERLINE APPURTENANCES AND OTHER UFUTY LOCATIONS SHOWN ON THE PVNS ARE OBTAINED FROM THE LATEST REIAM SOURCES. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE EXACT LOCA" OF ALL UERATES IN THE REED AND SHALL BEAR ALL COST FOR DAMAGES DONE TO THE WATER SYSTEM. 5. AL CONNECTIONS TO EXISTING WATERUNES SHALL BE DONE BY THE DWS. CONTRACTOR SHALL. PERFORM ALL EXCAVATION, BACKFILL, ROAD REPAIR, s TRAFFIC CONTROL, AND PROVIDE EQUIPMENT NECESSARY TO COMPLETE THE CONNECTION. e 6. WHERE WATER SHUT-OFF OF MORE THAN 3 HOURS BECOMES NECESSARY, THE CONTRACTOR AT HIS OWN EXPENSE, SHALL PROVIDE A TEMPORARY BY-PASS UNE THE DWS ENGINEER SHILL DETERMINE THE BY-PASS LINE SIZE. IF NECESSARY, THE DWS ENGINEER MAY REQUIRE A BY-PASS UNE, REGARDLESS OF THE EXPECTED SHUT-OFF PERIOD. 7. MINIMUM HORIZONTAL CLEARANCE BETWEEN WATERUNE AND OTHER UTIUTIES SHALL BE 8 FEET UNLESS OTHERWISE SPECIFIED. MINIMUM VERTICAL e d CLEARANCE BETWEEN WATERUNES AND OTHER UTIUTIES SKILL BE 1Y PROVIDED CONCRETE JACKETS AREA USED, AND 18' IFNO CONCRETE JACKET ARE USED. IN ALL APPLICABLE INSTANCES. THE WATERLINES SHALL BE A GRADE HIGHER THAN OTHER UTILITIES. 8. ALL FTFFNGS (CLASS 250 MINIMUM) AND ALL GATE VALVES (CLASS 200) SHALL BE QUCTNE IRON, WTM MECHANICAL JOINTS SPECIFIED. BUTTERFLY VALVES SKILL BE CUSS 250 WITH EPDXY COATED INTERIOR UNLESS OTHERWISE SPECIFIED. 9. THE WATERLINE SHALL BE TESTED AT A MINIMUM OF 225 PSI OR ONE AND A HALF TIMES THE STATIC PRESSURE AT THE LOW POINT, WHICHEVER 15 GREATER, UNDER DWS SUPERVISION JUST PRIOR TO PAVING. 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CHLORINATION OF THE WATER SYSTEM AND SHAT BEAR ALL COSTS. THE PERSON(S) ENGAGED TO DO THE CHLORINATION WORK MUST HAVE THE APPROPRIATE UCENSE TO PERFORM THE IN THE STATE OF HAWAW. I1. EXISTING VALVAS, FITTINGS AND APPURTENANCES 6 NOT AMID SALVAGE` POSICIUTED 'REMOVE AND BE ABANDONED IN PACE. ALL EXPOSED VALVES. PIPES SHAT BE REMOVED AND VALVE VALVES. PIPES AND EDXES, 9 TORTQIW WS. DISPOSED OF PROPERLY AT NO COST TO THE DWS. 12. RELOCATION OF EXISTING METERS SHAT BE DONE BY OR UNDER DWS SUPERVISION. RELOCATIONS OF CUSTOMER SERVICE UNES TO RELOCATED LLT METERS SHILL BE COPPER AND DONE BY THE CONTRACTOR. ALL WORK AND MATERIALS REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR AND CONSIDERED INCIDENTAL TO THE RELOCATION WORK. EXISTING METER BOXES Z DAMAGED BY THE CONTRACTOR SKILL BE REPLACED AT THE CONTRACTOR'S LLI W COST. A DIELECRtlC UNION SKILL BE USED TO CONNECT THE COPPER PIPE U TO THE CUSTOMERS G.I. PIPE (IF APPLICABLE). Cl 13. THE DWS WILL NOT ASSUME OWNERSHIP OR NOR GRANT ANY WATER SERVICE �_ a m Z UNTIL THE WATER SYSTEM IS DEDICATED TO THE GWS ALONG WITH ALL V 0 NECESSARY EASEMENTS AND DOCUMENTS. ro 14. WHEN COMPACTION TESTS ARE REQUIRED, THE CONTRACTOR SHALL BE Q 4�-^y j RESPONSIBLE TO PROVIDE THE OWS WTIH PROCTOR RESULTS OF MATERIALS CC TO BE USED FOR THAT PORTION OF WORK REQUIRING COMPACTION. THESE > BE CERTIFIED ANDSHALL� RESULTS COAMENCEMENT Z PRIORTO COMPACTION TESTS SHALL OF WORK. FOR S BE INCIDENTAL TO PIPEUNE INSTALLATION. F. 0 15. ALL NEWLY INSTALLED WATERUNES SHAD. RAVE A BLUE WARNING TAPE EJJ LABELED DIRECTLY OVER THE COMPACTED CUSHION MATERIA_ LU 16. CONSTRUCTION PROJECTS REQUIRING TEMPORARY WATER SERVICE SHALL BE > METERED AND PAD FOR BY THE CONTRACTOR. 17. THE CONTRACTOR SHILL BE RESPONSIBLE FOR RECORD DRAWINGS (AS-BUILT DRAWINGS) AND THE UCFUNSED ENGINEER SHALL CERTIFY THE DRAWINGS AS TO BCONSTRUCTION ACCURACY AND SUBMIT THE DRAWINGS AND AS-BUILT TRACINGS TO THE DWS. 18. INSTALL DEPARTMENT OF WATER SUPPLY APPROVED TYPE BACKFLOW NOTES PREVENTION ASSEMBLY (ABOVE GROUND ON PRIVATE PROPERTY) AS CLOSE TO METER AS POSSIBLE, PER DEPARTMENT STANDARD DETAIL V-9. NO TAPS OR zOVre CONNECTIONS ARE PERMITTED BETWEEN METER AND BACKFLOW PREVENTION. TESTING REQUIREMENT S ONCE PER YEAR. THE OWNER SHILL MAKE o. DEG 1.2006 PROVISIONS FOR THOSE TIMES WHEN THE ASSEMBLY IS BUNG TESTS, REPAIRED 'w. — 0411 OR MAINTAINED. C1.2 mA wm- us mm A.C. ASPHALT CONCRETE ACP ASPHALT CONCRETE PAVEMENT APJD APPROVED ARV AIR REUEF VALVE ASTM AMERICAN SOCIETY OF TESTING MATERIALS AVE. AVENUE 0 AT C.Y. CUBIC YARD CHK CHECK BY GONG. CONCRETE CRM CEMENT RUBBLE MASONRY DEMO DEMOLITION DIA DNA. 6 DIAMETER DEC., ' DEGREE DR DRAWN BY OSGN DESIGN BY DWG(S) DRAWING($) EL. ELEV. ELEVATION EIEC. ELECTRICAL EX., EXIST. EXISDNG FF FINISH FLOOR FH FIRE HYDRANT FT. FEET HTCO HAWAIIAN TELEPHONE COMPANY HWY HIGHWAY INV. INVERT IN. INCH, INCHES LH., LBS. POUND LF, LF. LINEAR FEET L.S. LUMP SUM MAX MAXIMUM MH MANHOLE MIN MINIMUM NO., j NUMBER NTS NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER S PERCENT PI POINT OF INTERSECTION PJC POLYVINYL—CHLORIDE ON QUANTITY R RADIUS RD. ROAD REF. REFERENCE S.F. SQUARE FOOT SMH SEWER MANHOLE ST. STREET SHY. SHEET STD. STANDARD S.Y. SQUARE YARD TCC TOP OF CONCRETE CURB TV TELEVISION TYP. TYPICAL W/ WRH WV WATER VALVE GRAPHIC SCALE, 40' 20' 0 40' 80' SCALE: T'=AO• RB SIDEWALK m'. wervwe peo..pgm. PLAN TNG I C,auwc 1.3 o M a y 6 r < 1 yah PARKING STRUCTURE - '� runty PUBLIC- eesruu WE cw :,s^ ane nwemn - �� > EMPLOYEE PARKNG-I a � ss suns LOADINGZONE- nnr u N r.e I nt ull m -a won wea wewaegms aa. coe�uam ore.�'a W _4 DIN a t� F- �� y^sj t•-,�- >g, Z Tn LL x g Y> v1 0.2 a z $' W 7 -r< rxr,'s':`` 5.7, '" a%- *-,G_.ydi5, C�i vi v`i `�F' �''a,�d*S"?., -•' w. i 0 (n .. 01,.„,fi"",�`,iv+t', 4T r4. ,.+�+, v'/«`n�. Fsa .w+;�•ts-',�4, �,�', -:tear>y >,9 Q �� PHASE IIF1 ISTORY NIC PHASEiI "�" ° rLu T �'�"3 PROSC ATiY S.s �": "`"`-j aewv ." 4,,.'C�`•',a. 2 STORY wao "�f>��K -t ..� h_ xi 1. y% 's 0.x y ,o. -ye" ♦ � 3� � �:�: < rswx*..yC +•'"e.�a��'`S +e�`�?.. •"'"-„r��r}G.-..� 'a�” r�C''� r"�`^".fa ... �-�s'�"'�„""""'"`x'F" Y�sx` r�i ,A�Y r"`z ,�� - eo "'"'. „ V4 w. hin fes'%` SITE PLANir N '. '.to�,Y,' e `7` 'a. w� y . c. `n ".tre `�c `4" ,,,Irk''+\:^ `'44r"ac `_,,-•„syr `•�"� 'C r r.,,5 FSJ � w *�`.w�"T' � ` E .�. e .F+'T — t. i.,s�3 '°"°y 3. "t two �.d<ri-.;�,=,^"N"a' _.ss.' ksry a. �1c, 'i,..+.c-`.'„r��- Simms. �-`�r.• a't. %¢'i. V.. . > . v, r ca `z _ _ - w LEGEND m LU ARCHITECTURAL ® w FINISH CONCRETE 1 °"' DECEMBER, 2006 W N Ci fITE ARCHITECTURAL Dalt � $IPLAN FINISH CONCRETE 2 m Kealakehe Parkway > LAN OSCAPING. ,�6` 1n REFER TO L-1 /.y l e d LL ADDITIVE A EMPLOYEE ADDITIVE ALTERI PUBLIC PARKING ADDITIVE ALTERNATE 1: PARKING STRUCTURE 4 3 ='�.��IIIWf��•. w . . j � �'�� ~+�w z 00 NOVEMBER 01. 26 1 w .gyp U C-) a w Q PARKING STRUCTURE- ei aaz+o m:r.us EMPLOYEE PARWNG - �J rr ='�.��IIIWf��•. w . . j � �'�� ~+�w z 00 NOVEMBER 01. 26 1 w .gyp U C-) a w Q a N LUgIL aw Q �Z.y W1= o3E >rn Q F_ = cl0 F- a t EMPLOYEE PARWNG - �J PHASE II ?-tq-rrrl ATTV' I STORY N S ORY SITE PLAN 1 V2�t'V PHASE 11 PROSC ATTY 2 STORY sm ewsa so nivq. K.Olok.h. Parkw.y ADDITIVE ALTERNATE 7: PHOTOVOLTAIC PANELS J 4m� dnq.n we rr ='�.��IIIWf��•. w . . j � �'�� ~+�w z 00 NOVEMBER 01. 26 1 w .gyp U C-) a w Q a N LUgIL aw Q �Z.y W1= o3E >rn Q F_ = cl0 F- a !— L"IlET, PHASE II ?-tq-rrrl ATTV' I STORY N S ORY SITE PLAN 1 V2�t'V PHASE 11 PROSC ATTY 2 STORY sm ewsa so nivq. K.Olok.h. Parkw.y ADDITIVE ALTERNATE 7: PHOTOVOLTAIC PANELS J 4m� dnq.n we rr ADD ALTS SITE PLAN c c w _ ARCHITECTURAL F SH CONCRETE 1 ARCHITECTURAL FINISH CONCRETE 2 LANDSCAPING, REFER TO L-1-1 z 00 NOVEMBER 01. 26 1 w owr MT U C-) a w Q a N LUgIL aw Q �Z.y W1= o3E >rn Q F_ = cl0 F- a LEGEND ADD ALTS SITE PLAN c c n _ ARCHITECTURAL F SH CONCRETE 1 ARCHITECTURAL FINISH CONCRETE 2 LANDSCAPING, REFER TO L-1-1 Al, o-K� 00 NOVEMBER 01. 26 1 0411 E owr MT »..e. C a 1 aO. A1.v Q CEILING FAN, TYP x V 410 COUNCIL - MTG ROOM A101 L2 x x I i 1,JT-1 17 77-rl=� 1� TEUECOIA I C I I I I I I PVkREP, I 7 ri I n r my 2= A101A I FTY1 ELEC. Ary STORAGE R� FAI01B dwmy Im undw my I?b E=: TR 405 401 A AIM 4N 416 FILE STORAGE TR �4 I E415 I LOBBY Lu z AIM 415 — 61 10 405 405 403 — --- LLJ c.) z STORAGE �j ---- I :E KITCHENErTE CORRIDOR wow AREA pin 6n zo EZ 412 CONFERENCE COUNCIL COUNCIL OU IL 4M COUNCI COUNCIL COUN IL COUNCII COUNCIL CHAIR 412 CONFERENCE — — — — U —0 C:03 L) A113 A114 A115 Al16 F A117 A118 A119 Al EF0 LLJ C) b IF Cc w A• 1517 —4— I mm UFIRST LU FLOOR PLAN 44 BUILDING A - COUNTY COUNCIL BUILDING 0 2 4 8 16 ---------- — M FEET ----wm — DECEMBER, Z 400 HAWAII COUNTY COUNCIL- KONA COUNCIL OFFICE w. 0411 DB — CB GROSS BUILDING AREA- 8,9313SF COVERED WALKWAY -3,931 SF •.2 TOTAL 12."SF Al ELLL ir 20'-4' 3 1,6117 6 ,;,I�7Q1300 O FICEOFIGNG1400 DEP RTMENT O PARKS 8 f CREATION -ELDERLY CAVITIES DIVISION IB MECH 11 1 19'i 1308 SIMROOM f INTER -AGENCY 8102 BIN b TELECOM GENERATOR - — ROOM Lu LtLj 20'-4' 3 1,6117 6 ,;,I�7Q1300 O FICEOFIGNG1400 DEP RTMENT O PARKS 8 f CREATION -ELDERLY CAVITIES DIVISION IB MECH ROOM ELEC 1308 SIMROOM f INTER -AGENCY 8102 BIN - — Lu LtLj Z 4AVSTORAGE { I U z _ 2T 164` 6' - BUILDING B - HONAUNAU BUILDING - FIRST FLOOR 0 2 4 B ila-rm �--F -L GROSS BUILDING AREA-T,322SF COVERED WALKWAY -1,920 SF TOTAL - 9,242 SF 'I GmLrvc4Gn o1Mk Rtp]M W untlMTY O.Gs+tl[n. O EWMA Lu Z LLI { I U z Ugmm o0 FEET <> JUL pZ–x 9 Q LL Lu pp N LL LL 6 LL _ L BLDG B - u FIRST FLOOR PLAN or DECEMBER. 2006 z z .,,Ia..,d o411 3 u.n KL -GGW Q a A 0. A1.3 LL 0. i8J � �■■■n■■r ::1111 ■■■.■■■1 11� X11 -�,;r n■■■■■II raoaiMIME�r�{ ■■■ �e�! I�11�1 n nnu�l n■■■■■il _ IN - BE goism oil niIMINION I .01 Nil 'I GmLrvc4Gn o1Mk Rtp]M W untlMTY O.Gs+tl[n. O EWMA Lu Z LLI { I U z Ugmm o0 FEET <> JUL pZ–x 9 Q LL Lu pp N LL LL 6 LL _ L BLDG B - u FIRST FLOOR PLAN or DECEMBER. 2006 z z .,,Ia..,d o411 3 u.n KL -GGW Q a A 0. A1.3 LL 0. 2 3 O 6 �2 T 8 11 1 11100DEPAFITAMEN OFUQUORG;0NTBDL 300 �FFICE OF THE GORPO ON COUNSEL 0. 16'.0. 44 (DA LIC SE 1101 lim WORK KITCHEN r SUPERVISOR BE OPEN B O'sm STORAGE 8 16 1 821a A1TV TELECOM719213 B:;w llu 301 d EXIT 305 305 MECH ROOM I? ENS mms WORK L 11Q6 — '05 L BM1 BM 9 RTQFl NTER —AREA— B 02 lim WORK B218 8219 11 E E� AREA m 8211 SIAARED E�E COPY VESTIBULE CONFERENCE a2t7 B � E 8212 RECE AN LE WArrw. I J i 11 i I Lu EI z Lu --7L — — —z > i# z f b i7 Z C�98UILDING 181 - HONAUNAU BUILDING - SECOND FLOOR 0 2 4 a 16 32 FEET 51 0 < C07) GROSS BUILDING AREA -5,990 SF z 0 COVERED WALKWAY -817 SF TOTAL -6X7 SF cl) Lu c\I rcLLoj BLDG 8 - L) SECOND FLOO, u' PLAN Al b8 G0i DECEMBER. 2" z ZF 0011 7 =G .. I...-fi M A1.4 Q- -J--- 1900 POLICE DEPART}H ENT - DRIVEIS LICENSE DMSION I 1GE 2201 C NF E Ona 3`%e' SERGFJWf BUPJ I U I C10B C115 I - U g�F zm — 6 �Y= Q mQ Q UyE 2 x 2209 220 WORK JAN wgMENS v 1913 FI E �._. 2L C11] 51"TO CID1 R ". FILE UL FIRST FLOOR u L C1@ C10fi .lb bxC r .. DECEMBER 200 Z —DS ;7 c6 a A1.5 a ,. 19M 1906 19061 DI C VESTIBULE CIOIA 1912 L RE9TR C1 C/CDL r WORK N CAMAREA STORAGE C/PVMI C104 ae F, 2 IXMMA CAFE !, C106 4=8W03 '., WALE 19051; 1907 T6STING �OBB m ROOM C110.4 I C110 STAIR F NO.2 I BUILDING C - HONALO BUILDING - FIRST FLOOR � nr-�a GROSS BUILDING AREA -6,051 SF COVERED WALKWAY - 3,638 SF TOTAL - 9,689 SF }— 22Q0 MASS TRANSIT AGENCY i 16-1v 6'.0" -" I 1 KRCHEN 0112 I Q I 1GE 2201 C NF E Ona Gt1 SERGFJWf BUPJ I U Y C10B C115 202 RKTG W - U g�F zm — 6 �Y= Q mQ Q UyE 2 x 2209 220 WORK Lu AREA FI E �._. 2L C11] 51"TO I ". KRCHEN 0112 KRC EN C1I19 Q 601 3FU�iEO BUPV C NF E Ona Gt1 W WORK AREA C113 iE I I I 0 2 4 8 16 32 FEET 11n1 ln'w^ oM.0 prpsiaeq me MyyormRytl.. u�EY my 00fwBtiM. WMdn Q w Z W U � U as Z U g�F zm — 00 �Y= Q mQ Q UyE 2 x F— Lu Q LL cc UL FIRST FLOOR u L PLAN ,•11 .lb bxC r .. DECEMBER 200 Z —DS ;7 c6 a A1.5 a ,. a a O O O O 5 C6 SII — 1200 OFFICE OF MGMT -MAYORS KONA OF�ICE----2 DEPARTMENT OF RE5CARCHSDEVELOPMEM it ----------------- 16'4__{ SII I I i ROOF OVER FIRST FLOOR C201 120 MAYOR 2m1 EFFIC OFFICE L'Fa 61 26PEC101ST 2006 2008 ;CAFE 1201 C2mD 20p 12015 OPEN 2012 Lewy WORK C2 0213AREA 20 C213 2�+ ?RKt L 1202 2p czm 1 LJ 2016 I I SHARED CONFERENCE 2 1204 RECE WC INC'' Cpg LII pECSD�U� CI12 ;TAIR i. I OBUILDING C - HONALO BUILDING - SECOND FLOOR GROSS BUILDING AREA -3,5205F COVERED WALKWAY - 2,187 SF TOTAL -5,TOT IF �17 ROOFOVERHANG I COVERED TREWS I I 0 2 4 8 16 ; � _ "uwE... pyei.e M^r e�onew�y aewwem. cc W F - Z W U 0 > <- 0a Uo zm _ �mm 90 Q -x J Q oxo m0 2 x F- SW �.xn. SECOND FLOOR PLAN I.t Y6 UNG s DECEMBER 2006 +q.e •.re. 0411 s�.wx.v O O 8 a @ E3 WAITING 1 DIM � 1 1605 COPY/ CZ WORK 603 fiO4 f ElOR7 VI LOSBY i D111 OF ENVIRONMENTAL MANAGEMENT: — 16 ---I- 16'-T BUILDING 1) - PUAKO FAST BUILDING -FIRST FLOOR GROSS BUILDING AREA -6.100 SF COVERED WALKWAY -2,892 SF TOTAL -6,992 SF 8 STORAGE I Div WFTT-T'5 11604 604 J UA r iF i 1602 CNIL OPEN FRE mm N ASST DIR STORAGE I Div OF WFTT-T'5 11604 604 J lip r i 1602 CNIL KA mm 6 ASST DIR CIVIL ENGR Al OF BUILDING D - PUAKO EAST BUILDING - SECOND FLOOR 2 ,I6-10 GROSS BUILDING AREA -6,098 SF COVERED WALKWAY -1,485 SF TOTAL - 55M SF 0 2 4 S 16 K FEET LrL—F---L — — — — — — (1) Tl�k W= vu pgYmb/me Conmummy of mk�.yea wk FLOORC E OND FLOOR LAN A1.7 WFTT-T'5 L088Y i KA 712 ASST DIR COM APPR D211 i 7 —WORK 70,71. CONFERENCE IA 7 - m7 AREA 70� b APPRAISAL I STAIR r D213 GQPY --10'-6%' 91-5%'-4- E� BUILDING D - PUAKO EAST BUILDING - SECOND FLOOR 2 ,I6-10 GROSS BUILDING AREA -6,098 SF COVERED WALKWAY -1,485 SF TOTAL - 55M SF 0 2 4 S 16 K FEET LrL—F---L — — — — — — (1) Tl�k W= vu pgYmb/me Conmummy of mk�.yea wk FLOORC E OND FLOOR LAN A1.7 wva.. o 4 s 3 ul a4 13'-4' 32'-8'------------ �w'-//26-0' 32!-0'-.. # i6'-0' --18-0' 33'-V— 20R --- (( A m STAIR NO, 5 SENIOR SENIOR SUPERV. ! - : ELEC E101 EL I INSP PLUMB E102 BLDG INSP PLUMB INSP E10.3 81.DG INSP RECEIVING k I . 8 I CENTRAL a.! 5 R IC TRASH MAR E115 1 a m ! B 18181 KRCHEN WORK ILL—!�—J,I E ! ��— 505 503 501 E105, AREA E � p 504 b TRAINING SERVER ROOM F101 50] F102 O ELEC. ROOM 1816 OPEN 1818 DOPY/ :180'1 1816 1808 1808: 1808 STAIR 1. m N E105A STORAGE Elm WORK Et0] N0.4 . 180] 1809 b 502 502 TELECOM ROOM ! 1808 1812 1810 CANFERENCE E10B m N E1o5B COMP 1817 WAKING D 1605 ;180]E108 1808 1813 IN F BUILD G INFO — 8 _1 157 I C , b 1801 ! 1805 :805 18 1606 � orp�m�dw PLAN PROI PROI ENGR E%AM E%AA1 COOflO ENGR E110 E111 E112 E113 EH4 II W W L Lu a 8 UILDIN G E - _ aLLo – U – a > C9(.9 ZZ F Q DIM -1- �� 5=) Q mlb = H Q W E - WEST BUILDING -FIRST FLOOR OBUILDING BUILDING F -DATA DATA S SYSTEM - FIRST FLOOR o 2 4 e 16 32 FEET W j N BUILDING E O_ Q W 1800 DEPARTMENT PUBLIC WORKS -BUILDING DIVISION m GROSS BUILDING AREA -6,009 SF COVEREDWALKWAYV-1,9445E .4. W TOTAL-8,003 SF FIRST w FLOOR BUILDING F 500 DEPARTMENT OF DATA SYSTEMS GROSS BUILDING AREA-1,250 SF DECEMBER 2006 Z w.c. 0411 j C, ^� A1.8 a BUILDINGE - PUAKO WEST BUILDING - SECOND FLOOR 0 2 a a 16 32 FEET GROSS BUILDING AREA -5,990 SF COVERED WALKWAY-650SF TOTAL - 6,4 SF "u1 cc w Z Lu U z U3: �3p � W xx� m. U0. C7nm Z m� i_x ocn JW 2Q O.� m� / Q D O z � a Lu o AI]9U + DECEMBER Z . .,d 0611 —DB oau A1.9 0 oemo.P o PUAKO COURT ---- 3rm — s I \ I O 2 : I � I �' 1/4 O Y O 6 f} _______ _-------- ___� MEETING ROOM � b I Gt01 I! ti_________ _______ 4 b 1 r_+___--__-- I I I I N /7 I _- y _ i L I ELEC. ROOM EXHI R WIN OWS b LOGGIA ROOF EAVE+' a G101A j Tom EXHIBRWINDOWS _ EDGEOF / 1 t LANAUSTAGE ROOF @ ME E RESES TR — O b G103 SHOP I! N 1 H101 MUSEUM H102 s RESTR b m LAWN ------�---- EXHIBIT S1 AG H105 t inb�s � 7 .0 o-epemigme : �, unewaionY OI Xl�M buIErmYOMTV4T. OICC F- {/ EXHIBIT EXHIBIT Z LU H103 �I H1W -17-77- -1 { Lu b a Ilk Ilk °tSz EXHIBIT ! ' LLid o6 WINDOWS 1 1 b U Orn (ryW — m _ 0- b _ IT I oxo F nillU I I ----- --------------------- ------------- j ~ L -� 27'3 �4'-Y -.-11'-3" i6-0' �- t4'$ � I� 16'-p 13 + W � O Qvp "' GARDEN s.wn. FIRST BUILDING G & H - COMMUNITY CENTER & MUSEUM 0 2 4 B R ti "� 16 32 FEET PLAN BUILDING w.. •� GROSS BUILDING AREA-4XISSSF COVERED WALKWAY -4,121 SF 4++ DECEMBER 2006 TOTAL -SX7 SF sq-. 0411 _ d.m 08 .08 Q BUILDINGH GROSS BUILDING AREA-1,7BOSF m.• COVERED WALKWAY-114SF � TOTAL - 2,674 SF A •1 O ]Al. vwwc srncvr uwmeEves ry r+xw.e.I �J 177i I I I I I I I I EMPLOYEE PARIONG - sasrrua al 9° PAMW xa PHASE II PROSCI 1 STORY ROOF PLAN � ver=ra mnnnnnocu,nra:ueul mnnnnnnnnlnnnnnmu mm�nlnnnnmm�nmmn IIIIIIIIIIIxIl11I11111111111111111 NIN�Nllllllm!N1111NNIIx111 � � 4 I"9lnryllixxpnlne � \ xnxnmexlmnnnnmm� ommWuO=1 xlxlmxlmxlxlel=l PHASEII PROSCATTY 2 STORY m 1"n' 1 w. respepunl1m! tlw My 5 pmEvr. el npnFlwi C p MTY OEferWm Untler .0., cr L r I ' I W , I U i I I I I I I I L� I i I Uom� a r I m•r 0 O m Q 2 LU >LU cN m LL 1"n' 1 w. respepunl1m! tlw My 5 pmEvr. el npnFlwi C p MTY OEferWm Untler .0., cr L r z W U U 3� z Uom� a 0 O m Q 2 LU >LU cN m LL m LL W PLAN LL 0 wl aw U. w DECEMBER =6 Z ~a,.. 0n„ 3 —DB —CB Q m A1.11 LL Q O O O O O O O R' METAL LOWER - - - I� I it I I I I7I I I a LLIEW-1 TVP. NORTH ELEVATION � ne.ra "' R2 W6 I I r W-1 TVP. TVP. SOUTH ELEVATION Z ire=rm w�n..,awmM•. R3 c2m. --W mo�aSmua A�q.n.+a a°°a. mroawem. MTL.LOLIVER W� R1 R1 I I � l! z LD w Z O W-1 TYP. TVP. V 3 i3 >< Qm U ptm� ZU 0 = GL TYP. W-1 Q zB.. mV WEST ELEVATI EXTERIOR MATERIALS LEGEND L0+2f O O —� O O O O OA ailSTANDING R-2 SEAM METAL ROOFING STANDING SEAM METAL ROOFING = � Z O WITH PHOTOVALTAIC FILM (n Lu U m R-3 SINGLE PLV ROOFING �i p N CORRUGATED METAL ROOF SKYUGHT - R-6 PHOTOVOLTAIC PANELHl] n. EIFS ELEVATIONS CAST-IN-PLACE CONCRETE I" I W3 STONE VENEER ON CMU RELIEF ON SCULPTURE ON CONCRETE, wv n DECEMBER 2006 r I IW-5 ALUMINUM GRILLE WORK 0411 DB —CS Q METALGRILLE GL-1 W-1 W-1 GL-1 ALUMINUM CURTAIN WALL 4 EAST ELEVATION G4 GLASS DISPLAY WINDOW A2.1 e- a 900383 O3 dA Mims OIVNOH 8 nVNnVNOH OV8Uwanins I- m I N SZ:OZ-9-L lE) :NWl IIBmaH'a4eryB�BeN IIVMVH JO NrIOD ra iE,f�E $o a o F- Q > m N S a s HUN30 OIAIO IIVMdH 1S3M w 7 g < LL JF Q Z z 14u W z N F y u WU' O Z S r LL o O Q w U U$ a 3 O (7 ci W z 3 O g a u f ru a p o z z i a 3 3 ru w �u a O 3 F U p u 1> g p a v W Jc� j W m U g w 0 2 O z 0< z Z O a '-a a p W c7 m c7 O y a p g Z z LL 5¢ 5 m U(fQ�� N LL p U y U Ooi n LL Q > pZ Q Z� H O O¢ ) Of Z W O Y 2 LL a F pF W FF6 3 JJ W J J LL V Q Z W Op h 0 vLLi O J 6 N ti W CJ U1 ��� Woa ����0�33330� aoo �aaLLLL�ooa LL� �w m -w N ----- LL LL -_—__—_ ---------- m m m _ LL 3 LL w LL 3 u i (FY _ -- _ED 3 O - O v N 3 LLLL 3 O 9 a m — -- � i z 9 zzQ ¢ _ Q ..._. Q Q Z x N — Z V - Q Z O 3 N 3 O = O Ll x — O N Zm m Om Om � a N N EXTERIOR MATERIALS LEGEND RI STANDING SEAM METAL ROOFING ff2j STANDING SEAM METAL ROOFING WITH PHOTOVALTAIC FILM DECORATIVE MTL GRILLE R-3 SINGLE PLY ROOFING CORRUGATED METAL ROOF R-5 SKYLIGHT PHOTOVOLTAIC PANEL i 8-2 WD TRELLIS {` W -T EIFS W"1j I ON SINGLE PLPIROOF W-2 CAST -IN-PLACE CONCRETE j W-3 STONE VENEER ON CMU EXPOSED STL 8 W.6 RELIEF ON SCULPTURE ON CONCRETE COL. AND BRACES W-6 ALUMINUM QRLL F WORK L Wb METAL GRILLE GL -1 ALUMINUM CURTAIN WALL W3 W"S GL GLASS DISPLAY WINDOW WEST ELEVATION - HONALO BUILDING 1 ur=ro INTERIOR FINISHES S LEGEND FL4 ACCESS FLOOR WITH CARPET TILES FL2 STAINED CONCRETE FL3 TILE ON CONCRETE F44 EXPOSED STAINED CONCRETE ruq EXPOSED CONCRETE W/AGG. FINISH/SALT FIN. WF- GYPSUM BOARD ON METAL STUDS F9 MODULAR PRIVACY WALL C.1 SUSPENDED ACOUSTICAL TILE ln®wen xm p�gwN./me "ra�mocmn or'.a a onaxmr ae..nmm. cr 11-I VIP ~ z --III PLANT HOLE U Do WEST ELEVATION - HONAUNAU BUILDING U 3 m X{O Z vrn ra =x�y LLQ 12 11 10 9� t / 6 5 4 3 O2 V °v- z0 j Y R5 Q �mx ❑_ am j Q Da < I; z z z W x W-6 HI 3 EAST ELEVATION - HONAUNAU & HONALO BUILDING IIB'= IA 10 ELEVATIONS qi L] dMG A2.3 W1 I i 1 f TVP. I =I==mommommom = IIIIIII� EN ■ .71 (1 NORTH ELEVATION - BUI_LDING D & E � max -,o ' 3 1 2 EXTERIOR MATERIALS LEGEND R-1 STANDING SEAM METAL ROOFING R-2 STANDING SEAM METAL ROOFING WITH PHOTOVALTAIC FILM Ell SINGLE PLY ROOFING R< CORRUGATED METAL ROOF B-5 SKYLIGHT R-5 PHOTOVOLTAIC PANEL W4 EIFS W72 CAST -IN-PLACE CONCRETE W-5 W.9 STONE VENEER ON CMU rn. `"^^amu w•a`^e'n'^+ ' eer my ap..mn RELIEF ON SCULPTURE ON CONCRETE W-5 ALUMINUM GRILLE WORK GL -1 W-6 METAL GRILLE GL -1 ALUMINUM CURTAIN WALL G1455 DISPLAY WINDOW Lu Z 2 NORTH ELEVATION - BUILDING F 3 SOUTH ELEVATION - BUILDING F LLL max.,n max=,a V LL n O3 q O 4 6 (7I O8 ( 9) 10 11 12 13 14 15 16 ja R Luc) R4 R-5 U p oca Q x ZO II II '.. �IIIIi I .III � I„ �I,li II i I! I I II ij ji i l li IIID !I III ! W SOUTH ELEVATION - BUILDING D & E F� ELEVATIONS M.su .4 �I m W-2 1 WSEST ELEVATION - BUILDING F ysw I'd TB C R-1 2 WEST ELEVATION - BUILDING E YlT+1'd I i R-1 3 WEST ELEVATION - BUILDING D RS I I . 1 EAST ELEVATION - BUILDING D YdS�IV PLV ROOFII POSED WD i FW EXTERIOR MATERIALS LEGEND FR--lj STANDING SEAM METAL ROOFING R-2 STANDING SEAM METAL ROOFING WITH PHOTOVALTAIC FILM ® SINGLE PLV ROOFING ® CORRUGATED METAL ROOF R-5 SKYLIGHT RE PHOTOVOLTAIC PANEL W-1 EIFS W-2 CAST-IN-PLACECONCRETE W3 STONE VENEER ON CMU Wd RELIEF ON SCULPTURE ON CONCRETE W-5 ALUMINUM GRILLE WORK W -B METAL GRILLE GL4 ALUMINUM CURTAIN WALL GL- GLASS DISPLAY WINDOW INTERIOR FINISHES S LEGEND El] ACCESS FLOOR WITH CARPET TILES FL -2 STAINED CONCRETE Fla TILE ON CONCRETE F EXPOSED STAINED CONCRETE FLL1 EXPOSED CONCRETE W/AGO. FINISH/SALT FIN. GYPSUM BOARD ON METAL STUDS MODULAR PRIVACY WALL C-1 SUSPENDED ACOUSTICAL TILE OR uavM1 CNY.uclq�n W 11iP�4W b unCM Ty ObsMu. Lu Z W U LL °oz > iiLua ?O � 0" 9a Q m=a m F co W rE ELEVA71ONS M4 -5a .52 ► d 9zk H EXTERIOR MATERIALS LEGEND R1 STANDING SEAM METAL ROOFING o 0 R-2 STANDING SEAM METAL ROOFING " WITH PHOTOVALTAIC FILM SINGLE PLY ROOFING CORRUGATED METAL ROOF @ I R-5 SKYUGHT g R-4 R -B PHOTOVOLTAIC PANEL 'Ss W-5 W -i EIFS i W-1 R4 R-4 q-4 W-2 CAST -IN-PLACE CONCRETE R -I W73 STONE VENEER ON CMU f Wd RELIEF ON SCULPTURE ON CONCRETE W-5 ALUMINUM GRILLE WORK W-5 METAL GRILLE ALUMINUM CURTAIN WALL £ GLASS DISPLAY WINDOW W-4 W-4 INTERIOR FINISHES S LEGEND GL GL- W.3 FL -1 ACCESS FLOOR WITH CARPET TILES FL -2 STAINED CONCRETE BULIDING H MUSEUM NORTH ELEVATION � - - FL -3 TRE ON CONCRETE p a.rn FLd EXPOSED STAINED CONCRETE RaA EXPOSED CONCRETE W/AGG. FINISH/SALT FIN. GYPSUM BOARD ON METAL STUDS MODULAR PRIVACY WALL ! G1 SUSPENDED ACOUSTICAL TILE R-4 R-1 R-5 W-5 R-4 i R-3 . SINGLE PLY Tee wan:—Cgool— ROORNG OVER c°o°.w:Wmo�o of msaloFa.m EXPOSEDWO DECKING & RAFTER W-4Lil F - W4 GL H 7 W-3 W-1 W.3 ZLLI LI1 U � BUILDING H -MUSEUM - SOUTH ELEVATION r=ra X'4 LU �LU W U LLO d� Zz _Ymv W G ¢�m� A I Q mZ I F - Rd LLJ d (D ---LR-3j, SINGLE PLY ROOFING N EXPOSED WO LU OVER DECKING & RAFTER m LU W R a ! ! ELEVATIONS ! I o 1 W_4 � W-4 Wd DECEMBER 20D6 rm:se w.e. 04„ Z OB —cs sw. w 2 BUILDING H - MUSEUM - EAST ELEVATION A2.6 a W 6 TVP. + + W3 � PARKING STRUCTURE - SOUTH ELEVATION 1 ins -rt' W.214 W-2 a W-3 TERRACE PARKING - SOUTH ELEVATION 2 ,ns.ra e a R-2 y " WE 9 +280'-0mom m i VP. + 27a-0• PARKING STRUCTURE - NORTH ELEVATION 2 tlt6-,'V 12 2 122 R2 1_22 R2 I II li �: pme aunamul�. +270'-0" R-2 0 +265' P Ll ee ane✓mr^oeu..aei� r + 200'-0' o m 1cc � i { +252'-0 LU F - Z W PARKING STRUCTURE - WEST ELEVATION U W �) 4 ,ns•_,a U �_ u? pUY¢ U or Q jG_ — axe Q z m jF-FW LU LOO Or� J j< WY EXTERIOR MATERIALS LEGEND Q D ¢ STANDING R-1 SEAM METAL ROOFING = 4~ R-2 STANDING SEAM METAL ROOFING �— d WITH PHOTOVALTAIC FILM (n LU p R-3 SINGLE PLY ROOFING �j N R4 CORRUGATED METAL ROOF W R-5 SKYLIGHT m W R6 PHOTOVOLTAIC PANEL ELEVATION W W-1 EFS 0 W-2 CAST -IN-PLACE CONCRETE W� STONE VENEER ON CMU �O cn W< RELIEF ON SCULPTURE ON CONCRETE urW+c O ^ DECEMBER 2006 Z W-5 ALUMINUM GRILLE WORK sew w+e^ 0611 3 W$ METAL GRILLE a+^^CS Q Q Gl-1 ALUMINUM CURTAIN WALL A2 7 GL GLASS DISPLAY WINDOW LL 2 EXTERIOR MATERIALS LEGEND cam, o G F G C D E F R-1 STANDING SEAM METAL ROOFING 1 Q Q fS J Q Q O O Q q2 STANDING SEAM METAL ROOFING R-2 Y R-1 Q WITH PHOTOVALTAIC FILM RIGID I - R3 SINGLE PLY ROOFING FRAME -a R 12 R-0 CORRUGATED METAL ROOF I 6D Rb SKYLIGHT e W7 PHOTOVOLTAIC PANEL e G 1 W-1 EIFS W-2 CAST4N-PLACE CONCRETE FL< Flsn T W-3' �I WF, WF- FL -1 WF- pi D,-0„ Fly W3 STONE VENEER ON CMU ARCADE W-0 RELIEF ON SCULPTURE ON CONCRETE W-6 ALUMINUM GRILLE WORK 1 BUILDING A -COUNTY COUNCIL BUILDING -SECTION BUILDING G -HERITAGE MUSEUM -SECTION BUILDING F -DATA SYSTEM -SECTION W-6 METAL GRILLE ur-vc 4 ne'-rn B yr=rc GL71 ALUMINUM CURTAIN WALL 2 El GLASS DISPLAY WINDOW 10 �11 12 13 14 15 16 4,—FM49 \ / G W 6 FL -INTERIOR FINISHES S LEGEND R-5 R-3 R 1 1 ACCESS FLOOR WITH CARPET TILES R4 FL -2 STAINED CONCRETE FL j R-5 -3 TILE ON CONCRETE + 13-0• FL4 EXPOSED STAINED CONCRETE + 1d -D' Ry, EXPOSED CONCRETE W/AGG. FINISHISAL N. C-1 _ F TMP WF -GYPSUM BOARD ON METAL STUDS § FRGAAME R 3 Gl MODULAR PRIVACY WALL R-3 FL FLi FLEA C4 SUSPENDED ACOUSTICAL TILE 5 BUILDING H - HERITAGE MUSEUM - SECTION 3) 4 F- +04r w:m: mss epa.aMm. 1-6 q,4 ee.new.n ornn.emmr. R-3 ( n�BUILOING D-PUAKO BUILDING - SECTION - 4� d6 1z F ur=�a ' + 1 12 W F- F- - F W d d STAGE (� Z F4FL-0 Flan V 3-� O Q QO QQO + >=RLi a w GL- V Oc: W R -z 6 BUILDING H- HERITAGE MUSEUM -SECTION Q m x Z IIB'=tfl OY� R4 I Q _J m n 3 Ra F- R -4 (n + I� 12 W G4 12 d6 O R-4 6D WF- FL -0 WF- I,' WF- 12 R-3 UU W + 1 - - SECTION v F-1 TYP a-1 I f �I GL- e FL -4 Fl> •'�'� + FL9 WF- 0, 0" I DECEMBER 2006 Z MDB— %DBUIIDINGE-PUAKO BUILDING -SECTION BUILDING H- HERITAGE MUSEUM -SECTION v Ve.7 rc EXTERIOR MATERIALS LEGEND ° w.•ow e R-1 R-1 STANDING SEAM METAL ROOFING R-2 STANDING SEAM METAL ROOFING WITH PHOTOVALTAIO FILM MTL LOWER R-0 SINGLE PLV ROOFING R4 CORRUGATED METAL ROOF RA -2 R-5 SKYLIGHT 1 R 2 Pb PHOTOVOLTAIC PANEL c I W-1 EIFS W-2 CAST -IN-PLACE CONCRETE W3 STONE VENEER ON CMU W41 RELIEF ON SCULPTURE ON CONCRETE RIGID FRAME W-6 ALUMINUM GRILLE WORK Wb METAL GRILLE GL -t ALUMINUM CURTAIN WALL TE + 12'-0' T_ _ Gl- GLASS DISPLAY WINDOW p fAR $3 wF- wF- INTERIOR FINISHES S LEGEND FL -1 ACCESS FLOOR WITH CARPET TILES y FL -2 STAINED CONCRETE FL3 TILE ON CONCRETE FL< EXPOSED STAINED CONCRETE EXPOSED CONCRETE W/AGG. FINISH/SAL N.GYPSUM BOARD ON METAL STUDS - � MODULAR PRIVACY WALL BUILDING A- COUNTY COUNCIL BUILDING -SECTION G1 SUSPENDED ACOUSTICAL TILE Q8 O C li TM www.n mwmgme o- om.mr wes.+m. I�� I GID META { FRAME cc Lu Z Z I U m ma WD SOFFIT U 3i0 -az + D -t iii Q7 z_o a =m 9= CORRIDOR I � Ozr Q mU FL -4 1 FL -1 _ z + Q R -t w U D •I w F_ g U m R, W LIGHT SHELF I W ENLARGED v ARCADE SECTION p mU) W-4 ren W-3 WF- FL -t WF W-3 DECEMBER 2006 Z ++tl�� — aO9 0411 ACU DER 00 o CB Q I .. x.p.Cc A3.2 2 BUILDING B - HONAUNAU BUILDING -SECTION G- m LL 2 ue�wm e R5 i R1 R2 RIGID FRAME IXPOSED CEILING I s EXPOSED DECKING, 3 R3 RAFTER, & BEAM i F R3 G1 ARCADE � W -a FL -1 FL -4 ills a« mua.meoM+ +aa P " 6u F7 I EXTERIOR MATERIALS LEGEND BLDING C - HONALO BUILDING -SECTION R-1 STANDING SEAM METAL ROOFING cc 'UIo R1STANDING SCAM METAL ROOFING Lu WITH PHOTOVALTAIC FILM Z R3 SINGLE PLY ROOFING ILI R< CORRUGATED METAL ROOF Z R-5 SKYLIGHT > a IQ, Lja Ro PHOTOVOLTAIC PANEL pLan Zm W-1 EIFS x m �O W-2 CAST -IN-PLACE CONCRETE Q Z m Ym2 5J< O W3 STONE VENEER ON CMU Q Oxr O]O W4 REUEF ON SCULPTURE ON CONCRETE _ _ W-5 ALUMINUM GRILLE WORK F' - W$ METAL GRILLE LL.1 O GL1 ALUMINUM CURTAIN WALL N GLASS OISPLAYWINDOW Lu OD INTERIOR FINISHES S LEGEND FL -1 ACCESS FLOOR WITH CARPET TILES ENLARGED SECTION LU FL -2 STAINED CONCRETE FL3 TILE ON CONCRETE FLd EXPOSED STAINED CONCRETE FLAT EXPOSED CONCRETE WAFINISH/SALT FIN. DECEMBER 2006 rbw w,v 0411 WF- GYPSUM BOARD ON METAL STUDS DB a+a+a CB Q ®F. MODULAR PRIVACY WALL r O G1 SUSPENDED ACOUSTICAL TILE A3.3 LL na a Q EXTERIOR MATERIALS LEGEND EIJ STANDING SEAM METAL ROOFINGSTANDING o �o.Pe SEAM METAL ROOFING – �YC WITH WITH PHOTOVALTAIC FILM R-5 I JJJ R3 SINGLE PLV ROOFING j R-2 / R-4 CORRUGATED METAL ROOF SKYLIGHT R-6 PHOTOVOLTAIC PANEL i EIFS i W-2 CAST -IN-PLACE CONCRETE R-1 7W3 STONE VENEER ON CMU Wd RELIEF ON SCULPTURE ON CONCRETE it W-5 ALUMINUM GRILLE WORK i W-6 METAL GRILLE j 7G L71 ALUMINUM CURTAIN WALL WF- GL- GLASS DISPLAY WINDOW ggpd S S _ WOOD SOFFSOFFITj S LEGEND EEFINISHES 1 ACCESS FLOOR WITH CARPET TILES j CORRIDOR FL -2 STAINED CONCRETE FL3 TILE ON CONCRETELd FEXPOSED STAINED CONCRETE WF- FL -1 FLd pL j EXPOSED CONCRETE W/ACG. FINISH/SAL N. F] GYPSUM BOARD ON METAL STUDS tl 3 MODULAR PflIVACY WALL WOOD G1 SUSPENDED ACOUSTICAL TILE G1 j 1 SOFFIT j ARCADE j I' ! W3 i i WF- FL-/ I GL i mawon r.0 .pvagme nowm w .w cao FL Lbewfh /b..��u.°bmy LAE W BUILDING E - PUAK0 BUILDING -SECTION 1 v Z W U U a_ z Liz U 0 d" z5 Fxm 9m 2— °yam =O J Q = a Lu o N LU Do TM W ENLARGED SECTION w ^+DECEMBER 2006 n - x.,b 0611 o,... DS u+*m CS Q Q A3.4 cr q-2 ��I—�I_��I— WE PARKING STRUCTURE-SECTIONIW-2W-2 W 2ARINGSTRUCTURESECTION wr12 2 R-2 12 2 R-2 280-0' 12 2 R -2W2 W2_ W-2 W-2 R-2 265 y W-2 W-2+ W-2 WQ 252ARKING STRUCTURE - SECTION 6'.1'+ 2WAr 2T0'-0" yya umrm ERRACE PARKING -SECTION IZ 06 U0¢VZU¢ �ao�ZaWNUcoo EXTERIOR MATERIALS LEGENDYSTANDING SEAM METAL ROOFING = Q~STANDING SEAM METAL ROOFING I— (- WITH PHOTOVALTAIC FILMWoSINGLE PLV ROOFINGCORRUGATED METAL ROOF SKYLIGHT PHOTOVOLTAIC PANEL 6'^'7•° EIFS SECTION CAST -IN-PLACE CONCRETE STONE VENEER ON CMU RELIEF ON SCULPTURE ON CONCRETE. DECEMBER 2006 ALUMINUM GRILLE WORK r,e_w:•. 0411METAL CCBALUMINUM GRILLE —DB CURTAIN WALLA3.5 GL- GLASS DISPLAY WINDOW ��I—�I_��I— 3 s MECHANICAL WORK F ITEC IN BUILDING D - W RK IN TH PAHO UAKO BUILDING. SEE BUILDING. SEE 1 Mt.7 M1.8 g M7.9 I ` _ FOR MECHANICAL WORK F IN BUILDING C - HONALO BLDG. SEE --- =:1 I I — ---'�- ---- I I° I r--- o -I rao m� 5 Cent [h 'oFe�uMOroK�wrll 0 0 L--- - I � Ipaw — — I LLJ 0K 1-- z 5 I r --- li I I FOR MECHANICAL WORK ¢ F- IN BUILDING 8- v i i o co HONAUNAU BLDG. SEEL WORK I COMMUNITY CENTER I I I I 1. M7.4 Q jYF Z MUSEUM. SEE �y yy I Q ML70 HWS/R PIPING I ° ------ = W OR FUTURE PHASE II PHAS E ATN ��L��LLL U PHASE II L I ° iSTORV PROSC ATN t 25TOR1' I ° L R9 PROVIDE CHWS/R, WATER k _ FIRE PROTECTION MAIN MECHANICAL LINES CAPPED FOR FUTURE FOR MECHANICAL WORK IN ® SITE PLAN PHASE I. SIZE PIPES FOR BUILDING A - COUNTY PHASE II REQUIREMENTS. COUNCIL BUILDING SEE 7 rr4.r, M ML2 z. 0¢tember 1, 2006 MECHANICAL SITE PLAN » ° BV LUQ M,.1 SCALE: 1• - 30'-0- sta.r..xe M1.1 FHANICAL LEGEND ABBRV. DESCRIPTION pµU AIR HANDLING UNIT CH CHILLER CHWP CHILLED WATER PUMP CHWR CHILLED WATER RETURN —OHg.S— CHWS CHILLED WATER SUPPLY CT COOLING TOWER C CO,SENSOR EA/OA EXHAUST AIR/OUTSIDE AIR © EAG EXHAUST AIR GRILLE EF EXHAUST FAN ER EXHAUST REGISTER E%H. EXHAUST ® HUMIDITY SENSOR OA OUTSIDE AIR DAG OUTSIDE AIR GRILLE RA RETURN NR —�-� RETURN/EXHAUST AIR THROW © RAG RETURN AIR GRILLE SA SUPPLY AIR TS TEMPERATURE SENSOR Q T -STAT THERMOSTAT TURNING VANES yqy VARIABLE AIR VOLUME VFD VARIABLE FREQUENCY DRIVE REFERENCE SYMBOLS 1 M1.1 DETAIL REFERENCE EF EQUIPMENT DESIGNATION O1 NEW WORK KEY NOTE 3 s MECHANICAL WORK F ITEC IN BUILDING D - W RK IN TH PAHO UAKO BUILDING. SEE BUILDING. SEE 1 Mt.7 M1.8 g M7.9 I ` _ FOR MECHANICAL WORK F IN BUILDING C - HONALO BLDG. SEE --- =:1 I I — ---'�- ---- I I° I r--- o -I rao m� 5 Cent [h 'oFe�uMOroK�wrll 0 0 L--- - I � Ipaw — — I LLJ 0K 1-- z 5 I r --- li I I FOR MECHANICAL WORK ¢ F- IN BUILDING 8- v i i o co HONAUNAU BLDG. SEEL WORK I COMMUNITY CENTER I I I I 1. M7.4 Q jYF Z MUSEUM. SEE �y yy I Q ML70 HWS/R PIPING I ° ------ = W OR FUTURE PHASE II PHAS E ATN ��L��LLL U PHASE II L I ° iSTORV PROSC ATN t 25TOR1' I ° L R9 PROVIDE CHWS/R, WATER k _ FIRE PROTECTION MAIN MECHANICAL LINES CAPPED FOR FUTURE FOR MECHANICAL WORK IN ® SITE PLAN PHASE I. SIZE PIPES FOR BUILDING A - COUNTY PHASE II REQUIREMENTS. COUNCIL BUILDING SEE 7 rr4.r, M ML2 z. 0¢tember 1, 2006 MECHANICAL SITE PLAN » ° BV LUQ M,.1 SCALE: 1• - 30'-0- sta.r..xe M1.1 FHANICAL LEGEND ABBRV. DESCRIPTION pµU AIR HANDLING UNIT CH CHILLER CHWP CHILLED WATER PUMP CHWR CHILLED WATER RETURN —OHg.S— CHWS CHILLED WATER SUPPLY CT COOLING TOWER C CO,SENSOR EA/OA EXHAUST AIR/OUTSIDE AIR © EAG EXHAUST AIR GRILLE EF EXHAUST FAN ER EXHAUST REGISTER E%H. EXHAUST ® HUMIDITY SENSOR OA OUTSIDE AIR DAG OUTSIDE AIR GRILLE RA RETURN NR —�-� RETURN/EXHAUST AIR THROW © RAG RETURN AIR GRILLE SA SUPPLY AIR TS TEMPERATURE SENSOR Q T -STAT THERMOSTAT TURNING VANES yqy VARIABLE AIR VOLUME VFD VARIABLE FREQUENCY DRIVE REFERENCE SYMBOLS 1 M1.1 DETAIL REFERENCE EF EQUIPMENT DESIGNATION O1 NEW WORK KEY NOTE ( V — 7 - - - 1 _ C ILINGAN SPIRAL SA DI 1 v I L 410 COUNCIL — — MTG ROOM A101 I -7 ? `? — ^vy COR IDOR x102 �A101� �� 1o1B V �;lNG 404 SA OUGT ON FROM I 1 I O1M €1 q l� B U R F TO FIL RVA STRO A l 9 ppm CHINS/ R — A10 / _ I I 41 0 FILE 5 ORAGEPIPING UP TO ai o4 NiU ON ROOF Eaton 1 \ LOBBY 415 405 1405 405 403 STORAG — __—_—__-773–– WORK A10] CORRIDOR A10]A UlIL9el'-M�AREA RA D�� 6ml T T FI 412 CONFERENCE 402 402 COUNCCIL COUNCIL 402 QOUNCIL i a02 COUNCI ao2 CO ;NEIL ��pp 402A E 40 O"91L COUZIIL 401 a02 CDUNCiL COU ZCI OH22 T 412 CONFFE2ENCE ` Hi I BUILDING A - COUNTY COUNCIL SCAT F. 1 /B' = 1'—D' PLAN - 7, C n,M1URTonYoF CM1a GrgM will be uM r YOM W I–" Z c� W Z U cl J _ EE %ago ZU Z Q Z-0 5=p pYF COLD = V z O LLJ h 1k MECHANICAL PLAN M1.2 Y.n, of Puy PROVIDE VENTILATION AND EXHAUST_SYSTEM FOR EMERGENCY GENERATOR. FUEL 1 1301 1302 1 TANK SHALL BE INTEGRAL TO PROD CARE *RC PLNR COORD 1 OS 7 OS 1405 1405 1405 GENERATOR 8105 B10fi TELECOM GENERATOR ROOM I I I I I CONDENSER 1401PUMPS EF 1310 t e 141 EF 1 OS 1 05 1405405 1405DEPT _ COPY/ TO AG STORAG DIRECTOR WORK B -- MCC �- 1 8107 I 1 7 1 ' RA DUCT INTO WORK I T AREA CHILLERS R CEILING SP 1 1 81117 T 1402 ���999111 1412 1412 1412 1405 1405 f O ROOM INTER -AGE IT H ITCHEN 1 µ0 Y/ NTER INTER INTER I ADMIN @101 B104 8109 8112 8113 8114 8115 8116 8121 I I I iE4Ec°M I tdD - — - - I 1305 1303 I B102A A V STORAGE 130 ORO 1404 1404 1404 1404 WA R BERYICE RESOURCE TO UND R FL V CENTER VAV N LEND W S R S 0 1414 EF MACHINE B110 P R STRO MI V 12� RECEPTION 1 �Th BLDG A WATERO 8103 B723 JAN 8122 406 1404 1404 7404 PUMPS ° adx L 0 B 0 Y- I------ CIIWS� I 8127 I I I t l EF I I COVERED WALKWAY 8123 own _ _¢c _ - n N N I O7 PROVIDE ACCOUSTICAL TREATMENT TO DUCTS FOR THESE ROOMS. IIG B — HONAUNAU BUILDING FIRST FLOOR — MECHANICAL PLAN = 1'-0' f�l e� gid. k.s PSrm+M o m uM1Pu C =d- of Ro^ed wd, Eeur my Obse t W Z W V z V Q N Go a Zm �l Zmy oZ i F m� v Q _ 0 N W 1.3 I 0 -----—--—-— - ----- I rI EAG EAG � D L W-' F 3 4 I I I I I I I BUILDING B - HONAUNAU BUILDING G7i O1 RETURN AIR DUCT INTO CEILING SPACE CONTINUE DOWN SHAFT TO FIRST FLOOR COILING SPACE. O2 PROVIDE ACOUSTICAL TREATMENT TO DUGS INTO THIS ROOM. - MECHANICAL PLAN �10 11 12 i I I I 11 I I I I I I 301 Dcc 8220 T� 1 303 LEGAL ASSIST 8221 I I I iA uWohwaa p55rtfMpeJrvrvrzd Eby me Can:ruR,oXof tbn Vrot�'^II h uMer my 06 tion Lu W z W V z vQ g ry Q %O mJ V ��< ZOO Q zpV o� m5Z z:) Q v 2 0 I— ,n W SECOND FLOOR I MECHANICAL PLAN M 1.4 rs I I I I I I I I �rEAG EF JA MENS 3 _ _ — 1 1901 C10 TR M FILE C102 C106 190 1906 190 DRICUPV SE 1902 CUPS ' 1 2202 VESTIBJLE MRKTG I C1 o1A I I IT C2C16 I 1 2203 TWORAK F 09 - — �r5 T S ORALE ROOM a 2a0 118 E C103Y C/DL 805 C/CD STORAGE KITC / K WORK C111 Cf 2 K fl N OPY/ L - AREA STORAGE C/W 1 C109 1805 1F C104 803 1001 EF COMM TO BLDG, D 801 SHA ED HH U - CAFE " EXAM 1905 SUPV CONFE ENCE 122 H USIN 6.14 RA TO CEILING PROVIDE CAP EO y 6123 SYSTQA FRbm ABOVE PLUMBING P ES GLASWALLVNALLS 1905 i 803 FOR CAFET WORK 6x14 SA L=m AREA CO TDOR FLOOR VAV M. I T I C113 C 4A 19IN WAITING/ 7909 TESTING � LOBBY 802 802 602 802 802 5 By D ERV UP TO All ROOM 1 C110A 1 24 125 m 110 �TO SU, B m 0 n^ BUILDING C - HONALO BUILDING FIRST FLOOR - MECHANICAL PLAN �.5 I SCAI Fr 1/B" = 1'-0" ThiYwo.4 w� 5pury�errzv�db me ConA�u en of tRu Vrgen vnll e��m��mr osa no, w F - Z w v � -00 �_4ry Z Z z �o oxF ma Q o_ N w 3 FIRST FLOOR I MECHANICAL PLAN M1.5 1 '' Nm. EAG ROOF OVER CAFE I C � I I STAIR N0. 2 I I I I ROOF OVER FIRST FLOOR I 1 1 1203 MAYOR :FLE9 OFFICE C 206 1201 DMD 0202 2 202 05 SOD_ C203 T I RECE TION/ 1204 WA1 ING C 04 I I I I I 2001 FI LM SPECIALIST I C20 2012 LIBRARY C211 I 2006 20061 2008 1 120190 I $' 0 I I I 202 NOR6V I FRk N RENRN AIR I WN TO FIRST @ FIL OR CEUNG SR —T 6x14 ON TO I I �� NAV FLOOR 'I FNUM- I T SHARED CONFERENCE 2 AF C209 2013 I I t4} `111I RESOURCE CENTER I 0112 � I FRk N RENRN AIR I WN TO FIRST @ FIL OR CEUNG SR —T 6x14 ON TO I 1 I I BUILDING C - HONALO BUILDING SECOND FLOOR - MECHANICAL PLAN ccAIF 1!0." = V-0" kuMe�mr obssrvanon SECOND FLOOR I MECHANICAL PLAN 1.6 I-- STOREFRONT RAILING II I I t4} `111I I C`}II I I'1 ROOF OVERHANG ____________________�__________ I II I I I COVERED TRELLIS I 1 I I BUILDING C - HONALO BUILDING SECOND FLOOR - MECHANICAL PLAN ccAIF 1!0." = V-0" kuMe�mr obssrvanon SECOND FLOOR I MECHANICAL PLAN 1.6 I-- BUILDING D - SCALE: 1 J8' - Y -D' BUILDING FIRST FLOOR - MECHANICAL 8 9 10 1I1 12 13 14 I I I I I I I EAG 5 EF ELEC 20 W M-1 5 -NCE D201 w 2 5 � l EF 1r O A HITCNEN 7 6 70 F EF r M 5 714 WORK 706 70 FILES D205 p K r D2 6 J L cm NS R 707 70 07 706 I I I OHW��8g 0 S/ VALUE PIPING IN ANALYST I LOBBY D208 D2D] 710 r.� ASST DIR NA 71 11-11 RENIN AIRI 02D9 7 `LEIIJ ANRmno FI{OOR VAV SYSTEM" i D2 _ _ 60x20 SA k —E3 _ 704 F �H 7R0 FI I C4 CONOER0N9 CE APE LLJ DASIE SUPVR D211A 7 7 D212 z W I I :.i _(7 APPRPIS4 T L STAIR Q_n �9 — _ �_ _ SUP -K— 1+10—a 11L-- LLL Qn . D213 COPY _ Or^ Zm 0�� mZ C9 L7 3-C� 3 �F = O Lu BUILDING D - PUAKO SrAI F 1 /6" a P-0 SECOND FLOOR - M1.7 Ye o 7---------—o sTle 1802 la3 1Boa E SENIOR SEryIOR SUPERv_ I s N01 5 ELEC PLUMB BLDG INSP. C R ELEC PLUMB BLOC; RETURN AIR E101 INSP E1 2 INSP E103 INSP RECEIVING/ CENTRAL DUCT FROM 5 RIC T MAIL AHU'S ABOVE TRASH E715 1 F1O3 TEAR 3 3 60x24 SA & 18 y RA DUCTS KI D �/ �.l WORK 506 503 501 E105 V AREA - VJ - -E104 - p - G. _ T PLY AI504RAINING DUCT ON TO = SERVER ROOM EL 1816 1818 1807 7814 1808 180 7808 1 F101 507 F102 ROOM OPEN COPY/ K i 'NOA 4STEA STORAGE WORK NO. 4 I QNWS/ PPI G E105A E106 E107 T �UP TO 1807 TELECO 1808 781 1809 J 502 502 ROOM CONFERENCE E1058 1 1812 1 1817 E109 vai COMP WAITING CHAS C M5 o SUPPLY AIR 3 INFO _ - SUPPLY AIR - —DUCT TROUT- BUST ON tr UNDERFLOOR AF7U S ABOVEVAV SYSTEM. 1801 T 1805 T 805 T 1806 T 1806 DEPT PLAN LAN PRCQ PROJ NOR EXAM XAM COORS ENGR E110 E111 H112 E1 U E114 11- 1L I Li- C 7 I I 1 I I I I 1 _ e ��de .w, rRwRa Mme k uMn mY oo-.`.voe�. NOTES' O7 ALL AREAS TO HAVE AN UNDERFLOOR VAV HVAC SYSTEM-LLJ CL O RETURN AIR DUCT IN CEILING SPACE. O PROVIDE SEPARATE ZONE CONTROL FOR AREAS W SHOWN IN ADDITION TO REQUIREMENTS OF THE U SPECIFlCATIONS. U (7 Q _N az V xs„ Lu - OL^ ZOO >E 200 BUILDING EAND F - PUAKO BUILDING FIRST FLOOR - MECHANICAL PLAN Q ° ma M1.B SCALE: 1f8" = N W Is M1.8 e.n ,r un SUPPLY AR —DUCT ON TD-- — �\ DATA ROOM AIR I STAIR NO 5 EF SERVICE I ENTRY G— 'LEC. ROOM E202A TELECOM ROOM I o I I I 5D2 PLA NN Eft V 1513 E201 FILE 1503 1503 1504 1504 STORAGE E205 R FRbM NI 1506 1506 I _ 1505 1505 _ —WORK- AREA ORKAREA E206 1508 1508 r 1509 AR 515 WAITING 514 E208 CONFERENCE E209 I I I I I AND F - PUAKO BUILDING SECOND FLOOR - 15 O7 T � 8 100 I I I __ I - 907/906 FFEL60x24 RA DUCT ON KIT CONEERENCE FA FIRST FLOOR—� I T 60x24 RA DUC1 ■I■■m■■■■1(oiam , ■iiiifiiiti"til■■1 ■Ml ■■ ■■■■■1 i.. No ■■I■�■■■■■nimomms rr.,-In � ...I MOM- ■■■=■■■n■■■gilion ■■■■■■® H L088Y D207 I N 712 I I NOTES: RETURN AIR IO$ Cw nrvNan of the GrgM..+ll Ot RETURN GRILLES TO CE0.1NG PLENUM. rnM DUC DN TO B O2 ALL AREAS TO HAVE AN UNDERFLOOR DATA ROOM VAV HVAC SYSTEM. O RETURN AIR TO DISCHARGE INTO w :JC�OF CE)UNG PLENUM. OF SUPPLY AR —DUCT ON TD-- — �\ DATA ROOM AIR I STAIR NO 5 EF SERVICE I ENTRY G— 'LEC. ROOM E202A TELECOM ROOM I o I I I 5D2 PLA NN Eft V 1513 E201 FILE 1503 1503 1504 1504 STORAGE E205 R FRbM NI 1506 1506 I _ 1505 1505 _ —WORK- AREA ORKAREA E206 1508 1508 r 1509 AR 515 WAITING 514 E208 CONFERENCE E209 I I I I I AND F - PUAKO BUILDING SECOND FLOOR - 15 O7 T � 8 100 I I I __ I - 907/906 FFEL60x24 RA DUCT ON KIT CONEERENCE FA FIRST FLOOR—� I T 60x24 RA DUC1 ■I■■m■■■■1(oiam , ■iiiifiiiti"til■■1 ■Ml ■■ ■■■■■1 i.. No ■■I■�■■■■■nimomms rr.,-In � ...I MOM- ■■■=■■■n■■■gilion ■■■■■■® H L088Y D207 I N 712 I I NOTES: muwat.a: prcyedo IO$ Cw nrvNan of the GrgM..+ll Ot RETURN GRILLES TO CE0.1NG PLENUM. rnM xeMe.,nyobe�n o O2 ALL AREAS TO HAVE AN UNDERFLOOR VAV HVAC SYSTEM. O RETURN AIR TO DISCHARGE INTO w CE)UNG PLENUM. F— z PLAN w .^.AL v v Q ry oZ v ��T W6 W� ZOO zm Q z DO vY DYH 5a C°CL Q S I- w M1.9 ..A xa� ®e MD M� 4 _ _-��-- :.m.,,.., _ 3 MEETING ROOM DCT Gtot — -;0TH TRUSSES ____+-------------------- -------------------- -------------- EF C tHWS/R PIPING fiQ_BLDG._0___iI _ __________________ ----- (T) _ ExH ROOM ELCI 0 G101 I ROOM % T _____-- -- G1 I 'I 1 I WOM S MEI AN A OVE RES OM _ SUSPEN D t03 CEILING 5 IQP tot / MU UM _ 02 EAG O2 1 r / _c_ _ /} LAWN T / - 0 IZ UE M _ AG I ✓/AV 105 t I S� ! l 0 YAV y � L_ �\ F VAV o,noa: 17 'dW om.dew� aP,ine.,n �llhX�__ s�" a.. my otrt eo 6 � - t EX [BIT O 1 EX IT AH 1 \ H104 _ _ _ _ H 03 __ __ _ __ ___ w 1W Z HISIT w t T INDOWS __ _ __ j 4 Gr oz I V x x a (7tY or^ UW Z~ Z �W Z N O w i GARDEN U NOTE: O SPIRAL OVERHEAD SUPPLY AIR DUCT (INSULATED). O MOTORIZED DAMPERS FOR RELIEF, OUTSIDE. AND/OR RETURN AIR CONTROL. FIRST FLOOR MECHANICAL PLAN ,Al" - BUILDING G AND H — COMMUNITY CENTER AND MUSEUM FLOOR — MECHANICAL PLAN a I,,„ 2006 M 7.10 SCALE: 1/8" = 1•-0" "°"""°'^''" OS -044 -* BV t:ai BJO S�Wmb M1.10 I I I --------------. _ E ----- --------- COOU TOWERS ' ON RO F AC cT ROOF ROOF AH MECH PA i I � �I AlU a T I £ i auuo�nc + I AHu KEY PLAN AC i ELEV BUILDING A ROOF BUILDING A - MECHANICAL ROOF PLAN PAo- — -- ___T__ k1.11 SCALE: 1/8' = v-0' — — QUILDING I Tm Wokmar p5ryepXyeartd�m (I// Ccnftd N,on of <Ms>mlen mll k nu�my ab no I Bu nuc . I I I W I I I LZ Z KEY PLAN V _ Va BUILDING B & C <,-ry -OLL i¢ q n 0]-0 Z BUILDING B & C - MECHANICAL ROOF PLAN = , o M1.11 SCALE: 1/8"= 1'-0' U o< , Q J ZU E 4Z Q CO = U Lu I- i Ld yW MECHANICAL ROOF PLAN :l,- m, December 1, 2006 ,.mb osoaa aw, By =u, alo ,umkr M1.11 KEY PLAN BUILDING 0 & E BUILDING D& E - MECHANICAL ROOF PLAN M1.12 SCALE: 1/8' = 1'-0° KEY PLAN BURRING G & H BUILDING G& H - MECHANICAL ROOF PLAN M7.12 SCALE: 1/8' = 1'-0' c ince e� fsi�o:oia��,n a W H Z m W =Z v gea z-ry (DLL > air w-0 _V ODE j�y°'v co - Q Z—Y OU �YF Z— Z Q o ~ �Q mW E � N W 50 MECHANICAL ROOF PLANS ll. a December 1. 2006 A 1.12 W11NCT --L BUILDINGT€!f ", TE 8 _+:— C 01� _ r_- ,'q'i GFjNERATOB ROOM IXISi ELEC '' MANHOLE HELLO SERVICE:XPMR I I {� ADDITIVE ALTERNATE 2: PUBUC PARKING LOT 2� BUILDING E IPUAKO �,•_�_' c I,� - a� . 'z6' �LEO� IJ-I .04' TELE`GOM MANHOLE: {""Bu I ',, u ° - - MAIN EL Y HPIE. a: s n..•: � I ",ROOM - a-- f CLEC 3'x5* ELEC HANDHOLE TELECOM R00 UDI s - HONALO BUILDI r.fllllLUltl�@' �. HONAUNAU BUIoJNG F 'a ALTERNATE 4 =9 ! keuMea mY Oburva, on. f BA�DDTW " COMMUNITY CENTER VOTIVE ALTERNATE 5 ' ( BUILDING H 3 4 z4' TELECOM d ELEC ROOM .3x5 ELEC _ III - HAN HOLE - J tl'`, W ,I MUSEUM Z PHASE 2 BUILDINGS (NIC) TELECO -- � W41- • 4'x4' TELEOOW , EMST TEL �e i MANHOLE MANHOLE 4 i' I' i �'o W 3'zS SEC B1llLDINQ COUNTY COUNCIL !Gjr i KANO LE _ V QLU U - ---------------- ----- --LLI T'.St ; sn,e nm e f. ELECTRICAL GENERAL i! NOTES �1 ELECTRICAL SITE PLAN E-1.1 SCALE: 1" = 40'-0" i 0 20' 40' 60' 80' 100' 120' . - SCALE: 1" = 40'-0"�E c d 5 B D f 1� �E�- 1 2 EJr_ PANEL '2A" 404 45 �. A yy CI _ CEILING FAN - J I _ G V•.'' _ 5— OOv 4os 405 405 4W TELECOM C 414/404 1 I J AREA _ _ _ _ _ _ _ _ _ ADDITIVE ALTERINATE 6 _. '' \ Roor1 PANEL "2ATR" I co=a La. A1018 _ 4 40L 4JG �.'_ C .. �. < F — J PANEL 4A" —— \— _ FL--� Gr — - — - - r A V \V EJr_ PANEL '2A" 404 45 - 400 405 A 2 5— s 4os 405 405 4W TELECOM C 414/404 1 AREA _ _ _ _ _ _ _ _ _ _ _ _ _ \ -T A107A PJ:. G 4--2 \ G 4 40L 4JG �.'_ C .. �. < F - N BUILDING A - COUNTY COUNCIL BUILDING - ELECTRICAL PLAN E-2.7 SCALE: 1/0- = 1'-0" I EELLEECTRICAL 1 � 2 3i 4 : I—ADDITIVE ALTERNATE 6 ENGINE ^ GENERATORI PANEL "2B,1" ('. A -- — - — - — - - ---- IADDI6 TIVE ALTERNATE it O I MCC I AUTO TRANSFER SWITCH PANEL 4TRDP'I-- v LP TANK — J L_ — — J' --- ----- ELEC ROOM B F — U K PORTAiLE - e�02 F ' PORTABLE— GENERATORMANUAL GENERATOR oti TRANSFER SWITCH. DISCONNECT < EMERGENCY< I y SWITCH L, DISTRIBUTION PANE E;��-' MAIN SWBD —flA—NEL A -- PANEL "�2&BTTRRD1P' — — J-- — — --� '7 Ei d. a TELECOM "3' ROOM i 3 �Ir^. III��-I! D TELECOM SABLE I TRAY r-Im - ELECTRICAL PLAN 0 4' 8' 12' 16' 20' 24' SCALE: 1(8' = t' n ma roe pgrr ni C/ LLJ I -- E2.2 3'I 4; 5 pA AN 6; 7 8 7'. `^ rADDITIVE ALTERNATE 6 — —_ — pA AN 6; 7 8 7'. `^ X10-';11: X12' - — 3 ]3 IN t - - — = PANEL_28TR2 r .-_.5 ,i mon: 8231 -- _ �� -. - W � V I fi1J f . P ����' 4 r ------ �— Ja B2!2 Q z'y ELEC R001M acsz a'H--- o� mn v Q Q Z TELECOM CABLE — O 2 Ili F — 8202A — — 7 9R4 �P 6 s \ T '� li zl I TELECOM CABLE FLOOR ELECTRICAL l <' TRAY f c 2L2� r I I o-�-- - - -- BUILDING B - HONAUNAU BUILDING SCALE: 1/8' = V-0' - ELECTRICAL PLAN mmo 0 4' 8' 12' 16' 20' 24' SCALE: 1/8' = 1' hu de. .ob< to 6; 7 8 9 X10-';11: X12' 1— W V Z fi1J U �=o ZED Q z'y �Z o� mn v Q Q Z TELECOM CABLE — O 2 Ili TR yz 7 9R4 �P 6 s '� li _2 3 FLOOR ELECTRICAL PLAN f c 2L2� bio 30 fj R _8 321 . COr"'\ _21 _ GT F N',Oa/ -32-, vir,?n:G 3C4'I - ELECTRICAL PLAN mmo 0 4' 8' 12' 16' 20' 24' SCALE: 1/8' = 1' hu de. .ob< to W 1— W V Z fi1J U �=o ZED Q z'y �Z o� mn v Q Q Z S O 2 N W> 7 nom. rm. SECOND FLOOR ELECTRICAL PLAN `F - BUILDING C - SPAIF 1/A' = 1'-0" BUILDING FIRST FLOOR - N PLAN TRAY 0 4 8' 12' 16' 20' 24' SCALE: 1/8" = 1' rn: --l" p.<p atom "ami #iifiv'A,ec mll beuMn yObu t'o C/ LLJ I" z W V 0 VQ N z j Q;o 0o V=2 �� _ of Zm Y > pYE mz Q o_ W a FIRST FLOOR ELECTRICAL PIAN E-2.4 2' 3; � 4. 5" 6 '7' `8' �. ,PANEL "4C1" - - _ _ - — - ;- - PANEL "2C1° a>,--- — S 19 22,1 - , — - —.;- r, n TELECOM CABL'_`T_ ', _ _ - X220? .✓ 2203 _v—Do X20 n; I --� I i CA _ it iGv+1, GJ5 -h'�.—� h'' I C12C S� RA Ct0 sJ — 8D dr2 J rJ" i�V I 2 2 1 C803-21 — `i — GLASS` LL' �I � o' i 3 Ir'j TELECOM CAE .e03 oR -430 " ,712 wh J / 9o3i15. 8C� 18021 802� 8021 8-J2 qq 'I1 C33" 6ERv' _124 z< LA%A 3�} `F - BUILDING C - SPAIF 1/A' = 1'-0" BUILDING FIRST FLOOR - N PLAN TRAY 0 4 8' 12' 16' 20' 24' SCALE: 1/8" = 1' rn: --l" p.<p atom "ami #iifiv'A,ec mll beuMn yObu t'o C/ LLJ I" z W V 0 VQ N z j Q;o 0o V=2 �� _ of Zm Y > pYE mz Q o_ W a FIRST FLOOR ELECTRICAL PIAN E-2.4 =s- - PANEL "2C2" PANEL '4C2" z cq! z �c c' a_;1 12116 zoos sa El �, TELECOM CABLE 7u' TRAY -.s -- c--- T p C21 P �J. 200 h:? P _ V �� 2-3 �. �.2J1 12JJ �B 2004 2_1 41 C2G3 / I 2G 5:. 4 R y C C '.02',9 . 12 P T.,: L 1 2Cc C2C4 I ?,. R SCL3Cd1 BUILDING C - HONALO BUILDING SECOND FLOOR - ELECTRICAL PLAN N a 0 4' 8' 12' 16' 20' 24' SCALE: 1/8* = 1' 71 1 1M1rsW rk rorp5rue,p Job.m CumWo4m, vnll h �,d�my ob:n—nm;;. w f— z w V c7 �a 'o UJ z Q �'y �0 o mQ QV O S = I— w I G SECOND FLOOR ELECTRICAL PLAN E-2.5 f l I Lasa, BUILDING D - PUAKO SCAI F 1 A" = l'—O' FIRST FLOOR - ELECTRICAL PLAN a� JG D - PUAKO BUILDING SECOND FLOOR - ELECTRICAL PLAN -o 05-046 0 4' 8' 12' 16' 20' 24' gyy U:r.^ RK u.n.,te SCALE: 1/8' = 7' E-2.6 11- 9 .10''11' ;12) 131114' X15' 1161 �15 16 ELEC �A; - ----- A`I = - 1 _ � = o� v PANEL "4D2" F _ Z —r' PANEL "4D1"- -20 R PANEL "M" ?PANEL "2D1" — _ L -5 = R^: — - --- -1 �` r - ��;TELECOM�ABLE t'�TRAY I' 3 I �Z �V4 02 -J..- 701 y$9 .A"Jt, ASC. JIR �\ - v 1 C tl —s: sf CnnsnwR on of sVroleRw:ll kunder ^'v Ohem n I ' D � ) � _ - :. e a - - —( D' W L w I � I 31� I rt V 213 — _ _ _ I F O y 5Q Z ~ J, F' _ _ _ Q �� S 2 F-- ; � LLJ FIRST FLOOR - ELECTRICAL PLAN a� JG D - PUAKO BUILDING SECOND FLOOR - ELECTRICAL PLAN -o 05-046 0 4' 8' 12' 16' 20' 24' gyy U:r.^ RK u.n.,te SCALE: 1/8' = 7' E-2.6 11- Rolv LECOM CABLE 5 AY 502 _.2 L- � D BUILDING F E \ TELECOM SERVER ROOM (MDP) 1 I F101 ' F1--- ------ 1�. t BUILDING E BUILDING E - PUAKO WEST AND BUILDING F - DATA SYSTEM FIRST cr11 F. 1 /A' = 1'—a- a 4' 6' 12' 16' 20' 24' SCALE: 1/8' - 1' �.n �✓ w I— p Z zm v NU) wU) Q Ax aLL oY� WC'3 fJ+NEL- � �m Co FANEL —I� < ADDITIVE .A TFRNGTE805 1 °' \C` —PANEL "4ETR_ P �e -- --- - ^ -: TELECOKt-I200t—� ! eos F;: T— .8G1 ,805 FGS 805 1806 t BUILDING E BUILDING E - PUAKO WEST AND BUILDING F - DATA SYSTEM FIRST cr11 F. 1 /A' = 1'—a- a 4' 6' 12' 16' 20' 24' SCALE: 1/8' - 1' �.n �✓ w I— p Z zm v NU) wU) Q Ax aLL oY� WC'3 zo � �m Co FIRST FLOOR I ELECTRICAL PLAN -2.7 Q?' — — — — — — — — — — — — B ELEC ROOM r11 ADDITIVE ALT �N TCT ROOF OF DATA SYSTEMS I PANEL "2ETR2 L----- — TELECOM ROOM F VVI -1 7202 �—r—TELECOM CABLE TRAY -l' PANEL "M" r- - - - - - - - — — — — — — - AR, 4 pi PANEL "4E2" 1502 t 15-C I plo, I 2'� BUILDING E BUILDING E - PIJAK0 qrorF- Ila' . V-0, 0 4' 8' 12' 16' 20' 24' SCALE: 1/8" V be under my 0heMbo, cz LLJ r— z LLI 0 Z Lu=� D ZI- 5cf) W I °- r I � I' 4HTsC � I C. I ^i `ADDITIVE ALTERNATE 6 T II ROEC OM (PANEL "2GTR" G 101 A .-1- PANEL PANEL "4G �A SRO I rl Koom 1 / ADDITIVE ALTERNATEY4- COMMUNITY CENTER I I I I I 1 �1) 21 �3 �4�i 5 6� >\ ------- ---- TELECOM _ ROOM G101B -------------------- MJ5EJM v2 ,; A —� B C N BUILDING G AND H — COMMUNITY CENTER AND MUSEUM — ELECTRICAL PLAN SCALE: 1/8' = 1'-0' 0 4' 8' 12' 16' 20' 24' SCALE: 1/8' = V FIRST FLOOR ELECTRICAL PLAN E-2.9 I I , I I E/ p noh wsPrtPPmCo me !� I' + F 1— a W 1= Z cf) Lli 20 Q.-ry C o z °84 v = a "oc Q C7W nW z y Q v m� J = z LuL L) N BUILDING G AND H — COMMUNITY CENTER AND MUSEUM — ELECTRICAL PLAN SCALE: 1/8' = 1'-0' 0 4' 8' 12' 16' 20' 24' SCALE: 1/8' = V FIRST FLOOR ELECTRICAL PLAN E-2.9 BUILDING FI C llBNAL0- DATA SYSTEIM BUILDING ��PUAKO BUILDING BUILDING PV PANELS 1 PV PANELS ON ROOF (ADDITIVE I ON ROOF (ADDITIVE ArTERNAI E 7) ALTERNATE 7) Cz wBUILDING G COMMUNITY CENTER Lu (ADDITIVE ALTERNATE r BUILDING 8 z — . HONBUILDING T - U, w r EILF1�71N�G H 17L aO w MUSEUM PV PANELS �ADDI;l E ALTERNATE 5) V ON ROOF 0 ALTERNATE 7 i. PHASE li w PROSC A. I STORY PHASE ll BUILDING Lij cj) (NIC PROSC ATTY Mill !il� ij COUNTY COUNCIL BUILDING 2STOPY (NIC) ROOF N ELECTRICAL PLAN Fl. SITE PLAN — ROOF ELECTRICAL (ADDITIVE ALTERNATE 7) SCALE: 1/32 1 -0-05-044 0 16' 32' 48' 64' 80' 96' SW 1, F - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE 1/32" - A' E-2.1 BUILDING F DATA_ SYSTEM BUILDING I I � I PANEL I '2FfR" Iy2F I I _L J i PU 5T BUILDING jI PANEL I iI 2E1R2' I I I PANEL '2E3' I I jO HELCO XFMR PANEL PANR PANEL t112' '202' 404' MCC 480- 480- � 20BY/IIa. 2D3i/12w 34 XFMR 30, xMR 1 2N FLP I PANR PANEL PANEL '4E1' '201' 'p01' Oso- ADDITIVE PRlEL PANEL 208+/12a. ]e, xrLw 'zcx' 'pcx' __J �m FLR ALTERNATE 6 -o _ __— __,—__—__— _� 2oBr/12w. 1 ]J'004 MCC BUILDING ❑ I 3e, XFMR 0480/277V, 30, 4W PUAKO BUILDING IMECHANICAL ROOM 3. PANEL PANEL PANEL I1Bo MR 2ND FLR I I I I PANEL PANEL I I '2cz' 'acz' PANEL PM'EL PANEL _ 180- I '2BTR1' '2Bf '1Bt' .112w. (_ — — o 10. XFMR I 1 480- 2ND FlR 209Y/12w, TELECOM ROOM I ]., xIMR I�D--------- j 2M/12w, PANEL PANE L I 30, XFMR om/Izw.PAKL - 157 RR �' XFMR I '1TROP' I r BUILDINGS I i -AUTO TRANSFER SWITCH, I Pte' RONALD BUILDING I r — I— ISOLATION/BY-PASS L — I I I LL 1 II L --------------- -- PANEL 2E1R1' !II P'2ANEE1L' zoea /lza, I I I I I I I L ----- I I L ------ I I I I I I I I I I 1 i I I I I I E I IPArvEL I PANEL I ^jGifl' I '2GN' L— 1 m J 20V/12M, D, XFMR BUILDING G COMMUNITY CENTER/ (ADDITIVE ALTERNATE 4) BUILDING H MUSEUM BUILDING (ADDITIVE ALTERNATE 5) PANEL 'PGH= PFD PFB L✓� HELCO XFMR 75 KW ENGINE GTO 480//277VR 30, 4W _G I I EMERGENCY GENERATOR L — —BUILDING I PORTABLE GENERATOR DISCONNECT 2O SWITCH --E�- 1 1M1n wokwee PN',.RWmvq me Cansl�rM1ian alts„ PmIeR w,ll Lu Z W V V - _> pc lJ Ori 0 z F M, Z Q �ayf J LU Z = O Ln >W .1 J _ _ — _ I _ _ _ EMERGENCY DISTRIBUTION PFB I � I I PANEL •EMDP• PANEL I PANEL PANEL I'lAiR' ENCL I 4A '4R' 48� CNt BNP pB0— L a0atiF2w^ — — J 208Y/12a, 3.. XFMR XFMR , , MANUALf PFB TRANSFER SWITCH - ' ^30, J PF B COUNtt COUNCIL BUILDING I O 160aA277 NOTE: , 30. 480/27N, 30, 4W O7 VERIFY AND ADIUST AS REQUIRED DURING DESIGN PHASE. OPORTABLE GENERATOR SIZE SHALL BE BASED ON 600KW AND ONE LINE DIAGRAM I VERIFIED WITH THE COUNTY DURING DESIGN PHASE. , E-3.1 NOT TO SCALE BUILDING R HONAUNAU BUILDING PORTABLE GENERATOR DISCONNECT 2O SWITCH --E�- 1 1M1n wokwee PN',.RWmvq me Cansl�rM1ian alts„ PmIeR w,ll Lu Z W V V - _> pc lJ Ori 0 z F M, Z Q �ayf J LU Z = O Ln >W .1 VOICE BACKBOARD VOICE BACKBOARD .�..�.. W/110 BLOCKS W/110 BLOCKS 2ND Fla I LAN EQUIPMENT 2ND Fta I LAN EQUIPMENT I VOICE BACKBOARD I I W/110 BLOCKS 14 RR I 1ST FlR T yyy�y�y�� DATA SYSTEM B I PUAKO WEST BUILDING I I I I BUILDING I I I i I I T I I BUILDING B HONAUNAU BUILDING I I LAN EQUIPMENT 1 VOICE BACKBOARD W/110 BLOCKS I I I I I 2ND FlR I 0o am •VN#^F1�fM Mme �nccM1 yOrbe iKK`M will I I I I I I � I I W W VQ -N > QTo a � Z 0 I LAN EQUIPMENT BUILDING G VOICE BACKBOARD W/110 BLOCKS U LL_y — psr- Q z ' x m F I COMMUNITY CENTER/ (ADDITIVE ALTERNATE 4) BUILDING H MUSEUM BUILDING (ADDITIVE ALTERNATE 5) Bu1LOMG A COUNTY COUNCIL BUILDING _ LAI EQUIPMENT F VOICE BACKBOARD _ W 0 U W ~ VOICE SERVICE CABLE I BY OTHERS—p LAN SERVICE CABLE I BY OTHERS W/110 BLOCKS - - - TELECOM DIAGRAM L'-------- — — — — — — — — _ EXIST TE1 MANHOLE — TELECOM DISTRIBU110N DIAGRAM E-0.2 NOT TO SCALE 05-044 BW RK E-3.2 s �i W MODULE P/ MODULE __ i PV MOWLE tPV MODULE NVERTER I DC DISCONNECT W MODULE W MODULE AC DISCONNECT UTILITY DISCONNECT SWTCNBOARD/PANELSOARD W W V Q Q 0 V Q >Q3o UU I- V =_'< } <n PV ARRAY Q`M j a Z ny > oxF U Q U = O W 0 � O 2 a [IAGRAM TYPICAL PHOTO VOLTAIC PV SYSTEM DIAGRAM ADDITIVE ALTERNATE 7 RK E-3.3 NOT TO SCALE E-3.3