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HomeMy WebLinkAboutCOM 0840.002 2010-2012 Plan Sheets Dated 04-24-12OFFICE OF THE COUNTY CLERK HAWAII COUNTY BUILDING 25 AUPUNI STREET HILO, HAWAII 96720 KONA OCEAN VIEW PROPERTIE. 2 PUUKALA, NORTH KONA, ISLAND AND COUNTY OF HAWAII STATE OF HAWAII TAX MAP KEY: (3) 7 -2 -09:41 SURVEYOR: KKM Surveys ENGINEER: NANCY E. BURNS, P.E. L.L.C. P.O. Box 2494 73 -1487 HAO STREET Kailua Kona, HI 96745 KAILUA -KONA HAWAII 96740 ISLAND OF HAWIAII I LOCATION PLAN I INDEX I APPROVALS SHT NO. t� 1 TITLE SHEET 2 SITE PLAN 31 l 2 )L w \ 3 TYPICAL SECTIONS AND NOTES MANAGER— HIEF ENGINEER, DEPARTMENT OF WATER SUPPLY, COUNTY OF HAWAII DATE KOH �,_ C 4 -4A GENERAL NOTES �d 5 TRAFFIC CONTROL PLAN EROSION CONTROL AND WATER LATERAL DETAILS ADMINISTRATOR, STATE HIGHWAYS DIVISION, DEPARTMENT OF TRANSPORTATION, DATE sou STATE OF HAWAII (APPROVAL GIVEN FOR WORK WITHIN STATE RIGHT —OF —WAY KOHALA J.r� +k+ _6_�- - / —_�" _ 7 PLAN AND PROFILE WATER UNE EXTENSION MAMALAHOA HWY ONLY) LETTER No. ) PROJECT ,�,,,,, mw r.. r STATE R.O.W. DATE 'W SITE 18 HAKOA H . PROJECT 8 PLAN AND PROFILE WATER LINE PUUKALA ROAD HOR7N KONA SOUIH HN.o w4 ; SITE 9 PLAN AND PROFILE WATER LINE PUUKALA ROAD � uo � t 10 PLAN AND PROFILE WATER LINE PUUKALA LOOP ROAD . I 11 PLAN AND PROFILE WATER LINE PUUKALA LOOP ROAD _ . v , \, 12 PLAN AND PROFILE WATER UNE PUUKALA LOOP ROAD c� E �`Ryd REVISION DATE DESCRIPTION BY APPROVED + . 13 PLAN AND PROFILE WATER UNE ROAD B DEPARTMENT OF WATER SUPPLY KONA � pgHA ,, 1. �� � � � t � LICENSED 14 PLAN AND PROFILE WATER LINE ROAD C * ROFESSIONAL ' • `� �' r t 15 TRENCH AND PAVEMENT REPAIR DETAILS ENGINEER COUNTY OF HAWAII KAU " j o. % saiz —c 16 2 AND 4 PRESSURE REDUCING VALVE UNIT + - 17 BMP PLAN MAMALAHOA HIGHWAY STATE ROW y�WAII, %0* .- '. PROJECT: KONA OCEAN VIEW PROPERTIES` TM work woe prepared by me or unar `>, «� nW e� d WATER SYSTEM IMPROVEMENTS 1 '• , project wil be u dw mr obeervabon %` �� TITLE SHEET OF Signature or 4/30/14 Expiration OOYe of the License JOB NO. 2008 -934 S11IFm T-1 nwr , TMK 7 -2- 06:007 i 2.716 AC Omar TMK 7- 2- 06:027 PwAdo Awes 1 TMK 7-2-06:005 L46 AC 10.572 At Tumbougl Lauren i TMK 7 -2- 06:004 10.46 AC P Renee RinkenboC11 Karon H I . Omer -- -- O'e'a¢ Stott Of Hoed Foundation krc Ptifc Rim Edreotlm - FomdatkxiInc_ �_- _- HOMESTEAD ROAD _ -- - __ -_ - TMK 7 -2 -Q &033 -- -- -- -r - -� -- -T - -� -- 1 T T ,LIK 7-2-0&-032 4432 Sp Ft - -- I I I I I 7 -2 -08 019 TIAK 7 -2 -OB 021 I I 7M IZ676 Sq 024 11.003 Sq R I TMK 7- 2- 06:003 4708 Sq R , TMK 7- 2- 08:020 , 13,271 Sq R I TMK 7 -2 -0& 022 I TMK 7- 2- 08:023 I 11.41 AC I I I I I I I 1 I 11,351 Sq Ft , , 12,575 Sq R 16,700 Sq R I Owners: 1 TMK 7 -2- 09:015 I TMK 7 -2- 09:016 ' 7MK 7 -2- 09:017 I 1MK 7 -2- 09:018 TMK 7 -2- 09:019 I TMK 7 -2- 09:020 TMK 7 -2- 09:021 I TW 7 -2- 09:022 I TMK 7 -2- 09:023 I IN Poc& Rim 1 TMK 7- 2- 09:014 1$921 Sq R 13,216 Sq R 13,527 Sq R 13,838 Sq R 14,140 Sq R 14,535 Sq R 14.851 Sq R 14314 Sq R 15,775 Sq R Integrated De• 3545 •q R I nai , ` �, p R 0 AD (4 0 p �-- - - - - - - 1W 7 -2 -09:034 040 I I I I I I I I 77. 26�Sq P v� -- -- '` 0 I TIM 7 -2- 06:025 1 4331 Sq R I , I 71A 7- 2- 08:0.31 I I I ' I ' ' I I ' �/ 9-M ' I 11.351 Sq R �`I 9,302 Sq R 1 1 lYK703SgFt13 I 1 I I I I I I I, .- \ -- -- 3 1 R - 1MK 7- 2- 06:035 1 - -- - - -�_- _ I_PUUKALA OOP ROADI (40 FT W g�' 4377S4R 1 W-6 _ _- -- - I _ t - _ w$ w$ w 6 e W 6 /'C TMK .044 Sq 013 A j a%7 �. ' TMK 7 -2 -08 026 1 - - - 1MK 7-2-09:041 Owner AOPO Of Kona Ocean tgew Properties \ \ 14014 Sq R f 3 / TMK 7- 2- 08:004\ ` 11,732 Sq Ft QO 1 TIM 7- 2- 08:030 - �_ r -- -- -f f ,4457 Sq R . 1 10,000 Sq R I TMK 7-2--09:012 :012 j i ' II I ' I ' I TM &484 Sq R036 1 14,486 R 1MK 7 -2- 09:032 116( 7 -2- 09:0.31 7MK 7 -2- 09:030 TMK 7 -2- 09:029 I 7MK 7 -2- 09:028 7MK 7 -2- 09:027 7MK 7 -2- 09,026 1 1MK 7 -2- 09:025 1 7MK 7MK 7 -2- 0&014 __ I 1 1 14.653 Sq R I 13,500 Sq R I 13,300 Sq R 13,500 Sq R 13,500 Sq R 13,500 Sq R 13,500 Sq R 13„500 Sq R 7- 2- 09:024 �! 13" Sq Ft "� � � 1MK 7 -2 -0& 0P - - I I I I I I 15.859 s4 R d 3/ / . 10.749 Sq R 1 TMK 7 -2 -0& 029 7MK 7 -2 -08 012/ / I S I 10,000 Sq R TMK 7-2 -0&037 TIM 7 -2 -0& 005 7MK 7 -2- 08:003 % 1 ' 464e Sq R 1 rTMWK�7;-2-O9* 11.142 Sq R 12,230 Sq R 13,290 Sq R 01 1 TMIC 7- 2- 09:011 - - - - I - - i ' 7 13,746 Sq R 042 �-___t O 3 3 7MK 7-2-0& 028 -- Sq R I , 1MK 7 -2-0& 015 ,\ Y-- - _ --- ./ /' ' ,_ 9.347 Sq 2 -0& 038 14,008 Sq R �+ - - � & 7 11/1( 7 -2-0 &034 116( 7- 2- 08:006 \ MK 7-2-09 033 1ST S' Rj35op 5q R 7MK 7-2-09 036 7MK 7 -2-09 037 1MI( 7 -2- 09:038 1MK 7 -2-� 039 11N( 7-2 -09 040 I `. 7MK 7 -2 -0 &Ott ; I I 12243 Sq R 7MK 7-2-06 002 7.884 R 13,500 Sq R 13,500 Sq R I 13,500 Sq R 13,500 Sq R 14011 Sq Ft 13,0611 Sq R 13,272 Sq R /7w 7 -2 -0&001 �� 5q I dUUKALAIROAD 11.496 \ 1MK ,356 Sq 010 TMK 7 -2 0&016 . �_/ g 14356 Sq R \ ' ' I , 13,408 Sq Ft O / / `` M 9-M _�J _KALA LO)P RO R 4 FT ROW) _ mot- - -- - -- - - -� (40 FT ROW) 1 9-m 9 M MTV $ \ IM 7 -2 -0 &010 TIN( 7 -2- 08:007 :iF 1 T _ - 15,102 Sq R 12.671 Sq R 1 1 I lAK( 7- 2 -0 &017 ;16f 7 -2 -09 009 / 14860 Sq R 14907 Sq R �. t 119( 7-2-09:008 73- R 08 7MK 737 %- F007 1MK 7 -2 -09 008 TIM 7 -2 -�� 7MK 7 -2 -09:004 TAN( 7 -2- 09:003 7MK 7 -2- 09:002 7MK 7 -2- 09:001 7MK 7 -2 -0&018 / 15,573 Sq R 12,837 Sq R 1 / I I 3.000 R I 13,000 Sq R I 13,000 Sq R I 13,000 Sq R 13,000 Sq R 13,094 Sq R 14.562 Sq R \ - - 1 I TIM 7 -2 -0&009 � 7 -2 -0&041 , 7MK 7 -2 -0&008 I 1 I , , I I 10.955 Sq R 9546 Sq R 146 Sq R I I I I I ' ; 1 MK 7--� -- - - --L- -- 1- -- --�- -- - ---1- 1 - --L -- '777 -- TMK 7 -2- 15:012 ' 0004 AC ; ; TMK 7-2-15,,010 - - - - - Oa-s / / / t x028 Ac 7MK &044 Ac 1 TIM 7- 2- 15,005 Tauber, L>,In �, / t Oman &OM Ac i 11/ &081 Ac TMK 7 -2 -15:004 Cope, (]wdae HaI: Cape. Mel Li Moribak Senders, Deborah A Tret ,I II Owners: 3.126 AC TMK 7-2-15:082 I Butterweck, Joseph TI Owners mm AC /, / ' 11 11 Ito. Aaron Km: Hiluhiu Devdopement tLC Ito, Kdem Kwok Sum 1 1 TMK 7 -2- 15:011 � / 3.041 Ac i i Omens I 11 1 I Kieppe, Todd/Constance Trot I , 1 P"ImaxAZI GRAPHIC SCALE (>Nmw) 1 inch - 80 1L *N E 8V� LICENSED * ENGINEER t o. 6812 -C , TM Walk .a prepared b7 me err order a be der my observation Mia Signature 4/30/14 Expiration Data of the License hl L i 1 1 1 I KEY PLAN NOTE: WATER PRESSURE IS FROM THE PUUKALA 0.3 MG TANK WITH AN OVERFLOW ELEVATION OF 2,070 FEET. THE STATIC PRESSURE AT THE TOP OF THE SUBDIVISION IS 92.6 PSI (ELEVATION *1,856 FT.). THE ELEVATION OF THE PROPOSED PRV IS *1,727 FT. WIIH AN INCOMING STATIC PRESSURE OF 148.5 PSI. THE PRV PRESSURE SETTING IS 55 PSI. THE STATIC PRESSURE AT THE LOWEST POINT IN THE SYSTEM (ELEVATION *1,529 FT.) IS 140.7 PSI. DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII PROJECT: KONA OCEAN VIEW PROPERTIES aw WATER SYSTEM IMPROVEMENTS 1 2 SITE PLAN I of -934 ( 7 CONSTRUCTION NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY ROW 80' ROW (STATE) ROW OF HAWAII DEPARTMENT OF PUBLIC WORKS "STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION ", DATED SEPTEMBER, 1984, I t6' -6" 11' LANE 11' LANE f6' EXISTING AS AMENDED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS t 20' -0" *SHOULDER SHOULDER _ I CONSTRUCTION" DATED SEPTEMBER 1986, STATE OF HAWAII _ J DEPARTMENT OF TRANSPORTATION "STANDARD PLANS" DATED ' 3' -6" 1 3 I EXISTING A.C. as 3' / 2008 "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND PUBLIC _- WATERLINE A.C. EXIST PAVEMENT EXIST - - -� WORKS CONSTRUCTION" DATED 1994, AS APPLICABLE SEE PLAN PAV'MT PAV'D PAV'D AND I SHLDR ( SHLDR 2 THE ENGINEER RESERVES THE RIGHT TO MAKE CHANGES TO THE I PROFILE DRAINAGE SYSTEM AS SUCH CHANGES ARE FOUND TO BE FOR LOCATIONS 12" SAW CUT (TYP.) — NECESSARY AS THE LAND IS CLEARED AND EROSION CONTROL CONSTRUCTION PROGRESSES. _ _ - -- _17 1= 3 ALL CONSTRUCTION LINES, GRADES AND SURVEY MONUMENT STAKEOUTS SHALL BE MADE BY LICENSED SURVEYORS. 4 LICENSED SURVEYORS SHALL SUBMIT A LETTER TO THE 3' MIN COVER 6 "0 D.I. WATERLINE * PROVIDE FULL WIDTH SHOULDER DEPARTMENT OF PUBLIC WORKS CERTIFYING THAT THE (TYP.) 3' FOR SDOT TRENCH RECONSTRUCTION FOR DETAIL MONUMENT STAKEOUT AND INSTALLATION IS CORRECT. (TYP.) DETAIL SEE SHT. 15 SEE THIS SHEET 5 CONTRACTOR SHALL NOTIFY THE ENGINEER SUFFICIENTLY IN ADVANCE OF OPENING ANY OR UTILIZING EXISTING BORROW 80 FT ROW TYPICAL SECTION (STATE R.O.W.) PITS OR ON SITE BORROW, SO THAT A DETERMINATION CAN BE MADE AS TO THE SUITABILITY OF THE BORROW MATERIAL TO BE SCALE : 1/4" = 1' -0" INCORPORATED INTO THE ROAD CONSTRUCTION. 6 THE CONTRACTOR SHALL CONDUCT ALL TESTS AS REQUESTED BY THE ENGINEER AND BE RESPONSIBLE FOR ALL EXPENSES INCURRED IN CONDUCTING THESE TESTS. EXISTING TRAVEL LANE * WIDTH VARIES MATCH = USE THE WIDER OF ADJOINING SHOULDER WIDTH THE ADJOINING WIDTHS IF Z THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL THEY ARE NOT THE SAME EXISTING UTILITIES, WHETHER SHOWN ON THE PLAN OR NOT, AND PROVIDE APPROPRIATE AND SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT SAW CUT AND SLOPE VARIES TO 5% AND TAPERS OF SAME IN THE EVENT OF DAMAGES DUE TO HIS CONSTRUCTION APPLY TACK UNLESS OTHERWISE PRACTICES. THE CONTRACTOR SHALL COORDINATE HIS WORK ROW 30' ROW ROW COAT PRIOR DIRECTED BY THE WITH THE RESPECTIVE UTIUTY. TO PAVING 12 ENGINEER 8 THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAFFIC HOULDER N D 10' LANE 10' LANE 3HOULDER WAD ------- - - - - -- I CONTROL DEVICES IN CONFORMANCE WITH THE "MANUAL ON VARIES VARIES yyp UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND 5 MAX PLAN AND 5 MAX ---------------- HIGHWAYS ", AND TO THE SATISFACTION OF THE ENGINEER. PROFILE FOR EXISTING A.C. LOCATIONS ' 9 ALL VEGETATION, INCLUDING TREES, SHALL BE REMOVED FROM I PAVEMENT EXISTING GRAVEL I MIX 3C. PAVEMENT FH LOCATION WITHIN THE ENTIRE GRADED ROADWAY RIGHT -OF -WAY. SUBBASE ( ( I VARIES, SEE 1HALT CONCRETE MIX NO. IV 10. ALL FACILITIES SHOWN THROUGHOUT THE CONSTRUCTION PLANS 5 (TYP.) 6" AGGREGATE 'PLANS/ EXISTING PAVEMENT ARE SYMBOLOGICAL AND ENLARGED FOR CLARITY. FOR ACTUAL -- BASE COURSE URE, WICHEVER IS GREATER SIZE AND LOCATIONS OF NEW FACILITIES REFER AND CONFORM 1�71�1 TO THE APPROPRIATE PUBLIC AGENCY STANDARDS AS REFERRED kLASSPHALT CONCRETE BASE IN NOTE 1. lzt / COURSE 6 "0 D.I. WATERLINE FOR TRENCH (T MIN FULL WIDTH PAVED SHOULDER RECONSTRUCTION DETAIL DETAIL SEE SHT. 15 3' (TYP.) (STATE R.O.W. NOT TO SCALE EXISTING WIDTH VARIES MATCH EXISTING TRA L 30 FT ROW TYPICAL SECTION SHOULDER ADJOINING TRAVEL LANE WIDTH LANE SCALE 1/4" = 1' -0" SAW CUT AND APPLY 1 TACK COAT PRIOR TO 12" PAVING -..*---- MATCH EXISTING SLOPE ------- - - - - -- ----T------------ ROW 40' ROW ROW of MIN 4" ASPHALT CONCRETE MIX. SHOULDER WIDTH VARIES 10' LANE 10' LANE SHOULDER WIDTH VARIES PAVEMENT STRUCTURE EXISTING 10' MAX 10' MAX WHICHEVER IS GREATER I i I - WATERLINE EE PLAN , 2" A.C. PAVEMENT AND PROFI FOR 8" GLASSPHALT CONCRETE BASE I MIX 3 I I LOCATIONS ' EXISTING A.C. PAVEMENT FH LOCATION COURSE 6" AGGREGATE 5' TYP.) I VARIES, SEE FULL WIDTH TRAVEL LANE RECONSTRUCTION DETAIL BASE COURSE I+-- �—�-+ EXISTING AS GRAVEL 'PLANS/ (STATE R.O.W., GV E 6VA REVISION DATE DESCRIPTION BY APPROVED NOT TO SCALE "Y LICENSED DEPARTMENT OF WATER SUPPLY NOTE; * ROFESSIONAL * COUNTY OF HAWAII —0 ENGINEER 2' MIN COVER " " 1 WHENEVER THE EXISTING PAVED SHOULDER AND OR TRAVEL LANES ARE o. 6812 -c (TYP.) 6 AND 8 re D.I. WATERLINE FOR TRENCH / ( ) (i +_ 04 3 DETAIL SEE SHT. 15 DISTURBED OR DAMAGED IN ANY WAY, THE ENTIRE WIDTH OF THE PAVED SHOULDER ygR,an �sP' (TYP.) AND /OR TRAVEL LANES(S) SHALL BE RECONSTRUCTED PER THE ABOVE DETAIL. PROJECT: KONA OCEAN VIEW PROPERTIES a 2 MAKE 12" CUT BACK BEYOND THE EDGE OF TRAVEL LANE (WHITE LINE) AND /OR ,°o °' at oa WATER SYSTEM IMPROVEMENTS 3 ° THE CENTERLINE STRIP (YELLOW STRIPE) PRIOR TO THE PLACEMENT OF A.C. THE "'°'°`` .r be mM.r "" ob.nwlrao 40 FT ROW TYPICAL SECTION CONTRACTOR SHALL REPLACE THE WHITE STRIPE AND /OR YELLOW STRIPE NTH ,�/�� TYPICAL SECTIONS AND NOTES OF FE SCALE : 1/4" = 1' -0" MATERIAL AND SIZE MATCHING THE EXISTING STRIPE AT BOTH ENDS OF THE Signature CONSTRUCTION AREA. 4/30/14 Exoration Date of the lkenee JOB NO. 2008 -934 S T o NOTES FOR CONSTRUCTION WITHIN THE STATE RIGHT OF WAY NOTES (CONT.) FOR CONSTRUCTION WITHIN THE STATE RIGHT OF WAY NOTES FOR CONSTRUCTION WITHIN THE STATE RIGHT OF WAY (C WATERLINE NOTES (CONTINUED) 1 PERMIT CONSTRUCTION PLANS SHALL BE VAUD FOR A PERIOD OF ONE 13 CLEAR SHOULDER AREAS SHALL BE MAINTAINED FOR BICYCLISTS AND 23 THE CONTRACTOR SHALL SCHEDULE HIS WORK AROUND THE IRONMAN 6 WHERE WATER SHUT —OFF OF MORE THAN 3 HOURS BECOMES NECESSARY, THE CONTRACTOR AT HIS OWN EXPENSE, SHALL YEAR FROM THE DATE OF APPROVAL THEREOF. IN THE EVENT PEDESTRIAN TRAFFIC AT ALL TIMES. IF ONE SHOULDER IS TO BE TRIATHLON RACE ACTIVITIES, HELD ANNUALLY IN OCTOBER AND ANY PROVIDE A TEMPORARY BY —PASS UNE. THE DWS ENGINEER CONSTRUCTION DOES NOT COMMENCE WITHIN THIS ONE —YEAR PERIOD, CLOSED, APPROPRIATE SIGNS SHALL BE POSTED DIRECTING BICYCLISTS OTHER PERMITTED RACE. ALL PAVEMENT AND SHOULDER AREAS SHALL DETERMINE THE BY —PASS LINE SIZE. IF NECESSARY, THE APPLICANT WILL BE REQUIRED TO RESUBMIT THE CONSTRUCTION AND PEDESTRIANS TO USE ALTERNATE SHOULDER AREA. SHALL BE RESTORED TO SMOOTH RIDING CONDITION, COMPLETELY THE DWS ENGINEER MAY REQUIRE A BY —PASS LINE, PLANS TO THE STATE HIGHWAYS DIVISION, HAWAI'l DISTRICT OFFICE, CLEANED WITH PAVEMENT STRIPING INSTALLED, THREE WEEKS PRIOR REGARDLESS OF THE EXPECTED WATER SHUT —OFF PERIOD. FOR REVIEW AND APPROVAL. 14 NO MATERIAL AND /OR EQUIPMENT SHALL BE STOCKPILED OR TO THE EVENT. NO CONSTRUCTION WORK WITHIN THE STATE OTHERWISE STORED WITHIN HIGHWAY RIGHT —OF —WAY, EXCEPT AT RIGHT —OF —WAY SHALL BE PERMITTED DURING THIS PERIOD THAT 7 MINIMUM HORIZONTAL CLEARANCE BETWEEN WATERUNES AND 2 THE CONTRACTOR SHALL OBTAIN A "PERMIT TO PERFORM WORK UPON LOCATIONS DESIGNATED IN WRITING AND APPROVED BY THE ENGINEER. INTERFERES WITH THE PREPARATION AND RUNNING OF THE RACE. OTHER UTILITIES SHALL BE 8 FEET UNLESS OTHERWISE STATE HIGHWAYS" FROM THE STATE HIGHWAY DIVISION, HAWAI'I PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CHECK SPECIFIED. MINIMUM VERTICAL CLEARANCE BETWEEN DISTRICT OFFICE, AT 50 MAKAALA STREET, HILO, HI 96720, BEFORE 15 THE MINIMUM PAVEMENT STRUCTURE SHALL CONSIST OF: WITH THE HAWAII DISTRICT PERMIT OFFICE AT (808) 933 -8866 AND WATERLINE AND OTHER UTILITIES SHALL BE 12" PROVIDED STARTING ANY WORK WITHIN THE STATE HIGHWAY RIGHT —OF —WAY. THE POLICE DEPARTMENT, TRAFFIC SERVICES BRANCH, AT (808) CONCRETE JACKETS ARE USED, AND 18" IF NO CONCRETE a. RESIDENTIAL DRIVEWAYS: 961 -2227, FOR ANY PERMITTED RACE. JACKETS ARE USED. IN ALL APPLICABLE INSTANCES, THE 3 UNLESS OTHERWISE SPECIFIED, ALL REFERENCES TO "ENGINEER" SHALL WATERLINE SHALL BE AT A GRADE HIGHER THAN OTHER REFER TO THE HAWAII DISTRICT ENGINEER, AT THE ABOVE ADDRESS, OR HIS REPRESENTATIVE. ALL REFERENCES TO "TRAFFIC" SHALL 1) 2" HOT MIX ASPHALT (HMA) PAVEMENT ON 6" 24 THE CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED BY THE UTILITIES. INCLUDE BOTH MOTORIZED AND NON — MOTORIZED TRAFFIC (INCLUDING AGGREGATE BASE COURSE OR 2" HMA PAVEMENT CONTRACTOR'S OPERATIONS. ANY SUCH REPAIR WORK SHALL BE 8 ALL FITTINGS (CLASS 250 MINIMUM) AND ALL GATE VALVES PEDESTRIANS AND BICYCLISTS), WHERE THE CONTEXT MAY SO APPLY. ON 2 -1/2" HOT MIX GLASSPHALT BASE (HMGB) DONE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. DAMAGES TO ANY EXISTING FACILITIES SHALL BE IMMEDIATELY (CLASS 200) SHALL BE DUCTILE IRON, WITH MECHANICAL COURSE OR HOT MIX ASPHALT BASE (HMAB) COURSE. REPORTED TO THE RESPECTIVE UTILITY COMPANIES, COUNTY OR JOINTS UNLESS OTHERWISE SPECIFIED. BUTTERFLY VALVES 4 CONSTRUCTION AND RESTORATION OF ALL EXISTING HIGHWAY STATE AGENCY. SHALL BE CLASS 250 WITH EPDXY — COATED INTERIOR UNLESS FACILITIES WITHIN STATE RIGHT —OF —WAY SHALL BE DONE IN 2) 4" OF CLASS "A" CONCRETE REINFORCED WITH OTHERWISE SPECIFIED. ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE CURRENT STANDARD SPECIFICATIONS FOR ROAD. BRIDGE_ AND 6 "X6 "— W2.9XW2.9 WIRE MESH ON 12" AGGREGATE SUBBASE 25 CONTRACTOR SHALL PROVIDE THE STATE HIGHWAYS DIVISION, HAWAII PUBLIC WORKS CONSTRUCTION. AND THE SPECIFICATIONS FOR INSTALLATION OF IF DEEMED NECESSARY BY THE ENGINEER. DISTRICT OFFICE, WITH "AS BUILT" DRAWINGS UPON COMPLETION OF 9 THE WATERLINE SHALL BE TESTED AT A MINIMUM OF 225 PSI OR ONE AND A HALF TIMES THE STATIC PRESSURE AT THE MISCELLANEOUS IMPROVEMENTS WITHIN STATE HIGHWAYS OF THE THE WORK. THIS SHALL BE DONE PRIOR TO THE DEPARTMENT'S LOW POINT, WHICHEVER IS GREATER, UNDER DWS SUPERVISION STATE DEPARTMENT OF TRANSPORTATION'S HIGHWAYS DIVISION. b. COMMERCIAL DRIVEWAYS, SIDE ROADS AND UTILITY RELEASE OF THE PERMIT BOND. JUST PRIOR TO PAVING. INSTALLATIONS ON MINOR HIGHWAYS: 5 THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES, 1) 2 -1/2" HMA PAVEMENT, 8" AGGREGATE BASE COURSE ON CHLORINATION OF THE WATER SYSTEM AND SHALL BEAR ALL AND OTHER PROTECTIVE DEVICES AND SHALL TAKE ALL NECESSARY 12" AGGREGATE SUBBASE, OR 2 -1/2" HMA PAVEMENT ON NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPD COSTS. THE PERSON'S) ENGAGED TO DO THE CHLORINATION PRECAUTIONS FOR THE PROTECTION, CONVENIENCE, AND SAFETY OF 8" HMGB COURSE OR HMAB COURSE. REQUIREMENTS FOR PERMIT PROJECTS WATHMI STATE HIGHWAY WORK MUST HAVE THE APPROPRIATE LICENSE TO PERFORM THE TRAVELING PUBLIC. ALL SUCH PROTECTIVE MEASURES AND RIGHT —OF —WAY THE WORK IN THE STATE OF HAWAII. DEVICES SHALL CONFORM WITH THE "ADMINISTRATIVE RULES OF HAWAIJ GOVERNING THE USE OF TRAFFIC CONTROL DEVICES 2) 6" OF CLASS "A" CONCRETE REINFORCED WITH 6 "X 6 "— AT WORK SITES ", W2.9XW2.9 WARE MESH ON 12" AGGREGATE SUBBASE IF 1 THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH THE "NATIONAL 11 EXISTING VALVES F.H. UNITS VALVE BOXES FRAMES AND ON. OR ADJACENT T0, PUBLIC STREETS AND HIGHWAYS ADOPTED BY THE DIRECTOR OF TRANSPORTATION, AND THE CURRENT DEEMED NECESSARY BY ENGINEER. POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS COVERS DESIGNATED "REMOVE AND SALVAGE" SHALL BE U.S. FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM FOR HAWAI'I DISTRICT PERMIT PROJECTS ". THIS IS AVAILABLE AT THE CLEANED OF ALL DIRT, SCABS, AND CONCRETE AND TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. PART A — C. CHANNEUZED INTERSECTIONS AND UTILITY INSTALLATIONS ON HAWAII DISTRICT OFFICE AT 50 MAKAALA STREET, HILO, HAWAII (PH. DELIVERED TO THE RESPECTIVE DWS BASEYARD. THIS WORK BE STANDARDS AND GUIDES FOR TRAFFIC CONTROLS FOR STREET AND MAJOR HIGHWAYS: 933- 8866). DUE TO POTENTIAL COST IMPACTS, THE CONTRACTOR SHALL CONSIDERED INCIDENTAL TO THE VARIOUS BID ITEMS, HIGHWAY CONSTRUCTION. MAINTENANCE. UTILITY. AND INCIDENTAL NEEDS TO BE AWARE OF THESE REQUIREMENTS. UNLESS SPECIFIED OTHERWISE. MANAGEMENT OPERATIONS ". IF TRAFFIC MAY BE AFFECTED IN ANY 1) 4" HMA PAVEMENT, 8" AGGREGATE BASE COURSE ON 12 EXISTING WATERLINES, VALVES, FITTINGS AND APPURTENANCES WAY DURING CONSTRUCTION, A TRAFFIC CONTROL PLAN SHALL BE 12 "AGGREGATE SUBBASE, OR 4" HMA PAVEMENT ON 8" 2 ALL CONTRACTOR(S) INVOLVED WITH ANY CONSTRUCTION PROJECT OR NOT DESIGNATED "REMOVE AND SALVAGE" SHALL BE INCLUDED IN THE CONSTRUCTION PLANS AND MUST BE APPROVED BY HMGB COURSE OR HMAB COURSE, OR MATCH EXISTING PERMIT PROJECTS WITHIN THE STATE HIGHWAYS RIGHT —OF —WAY ABANDONED IN PLACE. ALL EXPOSED VALVE BOXES, VALVES, THE ENGINEER PRIOR TO THE ISSUANCE OF THE PERMIT. PAVEMENT STRUCTURE, WHICH EVER IS GREATER. SHALL FOLLOW THE GUIDELINES OF THE HIGHWAYS DIVISION'S PIPES AND APPURTENANCES SHALL BE REMOVED AND 6 ALL REGULATORY, GUIDE, CONSTRUCTION SIGNS, AND BARRICADES "CONSTRUCTION BEST MANAGEMENT PRACTICES FIELD MANUAL" AND "RULES DISPOSED OF PROPERLY AT NO COSTS TO THE DWS. SHALL BE OF HIGH INTENSITY REFLECTIVE SHEETING. 16 COMPACTION TESTS SHALL BE TAKEN IN ACCORDANCE WITH THE THE RELATING TO SOIL EROSION STANDARDS AND O CURRENT "SPECIFICATIONS FOR INSTALLATION OF MISCELLANEOUS GUIDEUNES" OF THE CITY AND COUNTY OF HONOLULU. COPIES OF 13 RELOCATION OF EXISTING METERS SHALL BE DONE BY OR 7 PAVEMENT STRIPING SHALL BE DONE BY THE CONTRACTOR, AND IMPROVEMENTS WITHIN STATE HIGHWAYS "'. AS FOLLOWS: THESE DOCUMENTS SHALL BE MAINTAINED ON SITE AT ALL TIMES. UNDER DWS SUPERVISION. RELOCATIONS OF CUSTOMER SHALL BE REPLACED IN KIND. , THE RESPECTIVE DOCUMENTS MAY BE DOWNLOADED FROM THE WEB SERVICE LINES TO RELOCATED METERS SHALL BE COPPER AND SITES AT HTTP: / /www.stormwater howaii.com /resources AND AT DONE BY THE CONTRACTOR. ALL WORK AND MATERIALS 8 THE CONTRACTOR SHALL REFERENCE TO THE SATISFACTION OF THE a. SUBBASE: COMPACTION TESTS PER LIFT EACH 300 UN. () HTTP: / /www.usspecbook.com /files /specs /rules— relating —to— REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR AND ENGINEER, ALL EXISTING TRAFFIC SIGNS, POSTS, AND PAVEMENT EL OF ROADWAY. soil— erosion.pdf. CONSIDERED INCIDENTAL TO THE RELOCATION WORK. EXISTING MARKINGS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE METER BOXES DAMAGED BY THE CONTRACTOR SHALL BE CONTRACTOR SHALL REPLACE OR REPAIR ALL TRAFFIC SIGNS, POSTS b. BASE COURSE: —1— COMPACTION TEST(S) PER LIFT EACH 200 3 THE CONTRACTOR SHALL COMPLETE AND SUBMIT A CONTRACTORS "CONTRACTOR'S REPLACED AT THE CONTRACTOR'S COST. A DIELECTRIC UNION AND PAVEMENT MARKINGS DISTURBED BY HIS ACTIVITIES, AT NO UN. FT. OF ROADWAY. SHALL BE USED TO CONNECT THE COPPER PIPE TO THE ADDITIONAL COST TO THE STATE. CERTIFICATION OF NPDES COMPLIANCE .INCLUDING COMPLETION OF CUSTOMER'S G.I. PIPE (IF APPLICABLE). THE BEST MANAGEMENT PRACTICE (BP) CHECKUST" AND 9 ALL LANES SHALL BE OPEN TO TRAFFIC DURING THE MORNING PEAK C. 1 COMPACTION TEST(S) PER LIFT FOR EACH = UNEAL SUBMITTAL OF A WRITTEN BMP PLAN AND DRAWINGS, PRIOR TO 14 THE DWS WILL NOT ASSUME OWNERSHIP OF NOR GRANT ANY HOURS FROM 6:30 A.M. TO 8:30 A.M. AND DURING THE AFTERNOON FEET OF TRENCH. ISSUANCE OF THE "PERMIT TO PERFORM WORK UPON STATE WATER SERVICE UNTIL THE WATER SYSTEM IS DEDICATED TO PEAK HOURS FROM 3:30 P.M. TO 5:30 P.M., AND DURING OFF —WORK HIGHWAYS OR "APPLICATION & PERMIT FOR THE OCCUPANCY AND THE DWS ALONG WITH ALL NECESSARY EASEMENTS AND HOURS. FREE FLOW OF TRAFFIC SHALL BE MAINTAINED AT ALL OTHER d. A COPY OF THE TEST RESULTS SHALL BE SUBMITTED TO THE USE OF STATE HIGHWAYS RIGHT —OF —WAY. DOCUMENTS. TIMES, EXCEPT WHEN OTHERWISE PERMITTED BY A TRAFFIC CONTROL ENGINEER FOR ACCEPTANCE. PLAN APPROVED BY THE ENGINEER. 4 THE CONTRACTOR SHALL OBTAIN A GENERAL NPDES PERMIT FROM 15 WHEN COMPACTION TESTS ARE REQUIRED, THE CONTRACTOR 17 17 NO OPEN TRENCHES SHALL BE PERMITTED WITHIN THE "CLEAR ZONE ", THE DEPARTMENT OF HEALTH, FOR ANY PROJECT 1 ACRE OR SHALL BE RESPONSIBLE TO PROVIDE THE DWS WITH PROCTOR 10 CONTRACTOR SHALL INFORM THE STATE PERMIT OFFICE, BY THE CURRENT EDITION OF THE "AASHTO ROADSIDE DESIGN GREATER IN AREA, PRIOR TO THE ISSUANCE OF THE "PERMIT TO RESULTS OF MATERIALS TO BE USED FOR THAT PORTION OF (808)933 -8866, AT LEAST TWO (2) DAYS PRIOR TO CLOSING ANY GUIDE ". EXCEPT WHERE SPECIFIED IN THE APPROVED TRAFFIC CONTROL PERFORM WORK UPON STATE HIGHWAYS ". WORK REQUIRING COMPACTION. THESE RESULTS SHALL BE LANES. PLAN, OR AS APPROVED BY THE ENGINEER IN WRITING. CERTIFIED AND SHALL BE FURNISHED TO DWS ONE WEEK PRIOR TO COMMENCEMENT OF WORK. COST FOR COMPACTION 11 TEMPORARY ROAD CLOSURES REQUIRE ADVANCE APPROVAL IN WATERLINE NOTES TESTS SHALL BE INCIDENTAL TO PIPELINE INSTALLATION. WRITING FROM THE ENGINEER AND A "NOTICE TO MOTORISTS" MAY BE 18 NO TRENCH SHALL BE OPENED MORE THAN 500 FEET IN REQUIRED. SUBMIT THE NOTICE TO THE ENGINEER FOR REVIEW AND ADVANCE OF THE INSTALLED AND TESTED PIPE AND /OR DUCTUNE. 1 ALL WORK SHALL BE DONE ACCORDING TO THE WATER SYSTEM 16 ALL NEWLY INSTALLED WATERLINES SHALL HAVE A BLUE ACCEPTANCE A MINIMUM OF 4 WEEKS PRIOR TO PUBLICATION. STANDARDS, STATE OF HAWAII, DATED 2002 AS AMENDED. WARNING TAPE LABELED "WATERLINE" PLACED DIRECTLY 19 PRIOR TO COMMENCING TRENCH EXCAVATION WORK, THE CONTRACTOR OVER THE COMPACTED CUSHION MATERIAL. 12 UNPROTECTED PAVEMENT DROPOFFS GREATER THAN 2" WITHIN 8 SHALL TAKE A SURFACE PROFILE ALONG THE CENTERUNE OF THE FEET OF THE TRAVEL WAY SHALL NOT BE ALLOWED DURING PROPOSED UTILITY TRENCH. THIS INFORMATION MALL BE USED IN 2 THE CONTRACTOR SHALL INFORM THE DEPARTMENT OF WATER SUPPLY DWS (DWS) ENGINEER 72 HOURS PRIOR TO THE BEGINNING 17 CONSTRUCTION PROJECTS REQUIRING TEMPORARY WATER NON — WORKING HOURS, EXCEPT AS APPROVED BY THE ENGINEER IN VERIFYING THAT THE ROADWAY HAS BEEN RESTORED TO ITS ORIGINAL WRITING. CONDITION. A COPY OF THE TRENCH PROFILE SHALL BE SUBMITTED TO OF ANY WATERLINE WORK AND TWO WEEKS PRIOR TO ANY SERVICE SHALL BE METERED AND PAID FOR BY THE THE ENGINEER. CONNECTION, CHLORINATION, SHUT —OFF OR RELOCATION WORK. CONTRACTOR. 20 THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADEQUATE, SAFE, 3 THE CONTRACTOR SHALL PAY FOR ALL WORK, EQUIPMENT AND NON —SKID BRIDGING MATERIAL OVER THE TRENCH, INCLUDING SHORING, MATERIAL FURNISHED BY THE DWS. 0 WHEN TRENCHING IN PAVEMENT AREAS TO HANDLE ALL TYPES OF VEHICULAR TRAFFIC. SMOOTH RIDING TAPERS SHALL BE PROVIDED FOR 4 ALL EXISTING WATERUNES, WATERUNE APPURTENANCES AND or E S& REVISION DATE DESCRIPTION BY APPROVED PAVEMENT TRANSITIONS AND ADVANCED WARNING SIGNS SHALL BE OTHER UTILITY LOCATIONS SHOWN ON THE PLANS ARE LICENSED DEPARTMENT OF WATER SUPPLY POSTED. PRIOR TO INSTALLING SUCH BRIDGING MATERIAL, THE OBTAINED FROM THE LATEST RELIABLE SOURCES. THE CONTRACTOR SHAD. BE RESPONSIBLE TO VERIFY THE EXACT ROFESSIONAL * ENGINEER COUNTY OF HAWAII CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR ACCEPTANCE, DRAWINGS STAMPED BY A LICENSED STRUCTURAL ENGINEER. LOCATION OF ALL U11UTIES IN THE FIELD AND SHALL BEAR o. 6812 -C ALL COST FOR DAMAGES DONE TO THE WATER SYSTEM. ygwATT ASP 21 LONGITUDINAL DRAINAGE ALONG THE HIGHWAY SHALL BE MAINTAINED 5 ALL CONNECTIONS TO EXISTING WATERUNES SHALL BE DONE PROJECT: KONA OCEAN VIEW PROPERTIES ORr N AT ALL TIMES. BY THE DWS. CONTRACTOR SHALL PERFORM ALL EXCAVATION, 1M "ak we prepared � m. a � WATER SYSTEM IMPROVEMENTS 4 BACKFILL, ROAD REPAIR, TRAFFIC CONTROL, AND PROVIDE "" ." t � 22 EXISTING HIGHWAY DRAINAGE SYSTEMS SHALL REMAIN FUNCTIONAL AT ALL TIMES. EQUIPMENT NECESSARY TO COMPLETE THE CONNECTION. GENERAL NOTES OF J FE 2 Signature — a Q 4/30/14 H Expiration Data of the th. ^.. JOB NO. 2008 -934 Q 0 WATERLINE NOTES (CONTINUED) EROSION CONTROL (CONTINUED) 18 THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORD 7 WHERE APPLICABLE AND FEASIBLE THE MEASURES TO CONTROL DRAWINGS (AS —BUILT DRAWINGS) AND THE LICENSED EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ENGINEER SHALL CERTIFY THE DRAWINGS AS TO ACCURACY ANY EARTH MOVING PHASE OF THE GRADING IS INITIATED. AND SUBMIT THE DRAWINGS AND AS —BUILT TRACINGS TO 8 TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE THE DWS. PERMANENT EROSION CONTROLS ARE IN —PLACE AND ESTABLISHED. 19 ALL PIPELINES 4— INCHES OR LARGER IN DIAMETER, SHALL BE DUCTILE IRON, PUSH ON JOINTS, CLASS 52, AND ALL g THE OWNER CONTRACTOR SHALL PROVIDE THE ADEQUATE MEASURE TO OWNER/ CONTRACTOR SMALLER THAN 4— INCHES IN DIAMETER SHALL BE PREVENT FLOODING AND EROSION PROBLEMS TO ADJACENT PROPERTIES. SOFT COPPER, TYPE "K ", UNLESS OTHERWISE SPECIFIED. 10 ALL POINTS OF EGRESS AND INGRESS TO A SITE SHALL BE PROTECTED 20 LOTS REQUIRING A DWS APPROVED REDUCED PRESSURE WITH A STABILIZED CONSTRUCTION ENTRANCE. PRINCIPLE TYPE BACKFLOW PREVENTION ASSEMBLY SHALL 11 STOCK PILES SHALL NOT BE LOCATED IN DRAINAGE WAYS OR OTHER, HAVE ONE. IT MUST BE INSTALLED ON PRIVATE PROPERTY AREAS OF CONCENTRATED FLOWS. SEDIMENT TRAPPING DEVISES SUCH IN ACCORDANCE WITH DWS STANDARD DETAIL NO. V9 AS FENCES, TRAPS, BASINS, OR BARRIERS SHALL BE USED AROUND (ABOVE GROUND) AND DEPARTMENTAL STAFF MUST APPROVE THE BASE OF ALL STOCKPILES. THE INSTALLATION BEFORE WATER SERVICE CAN BE 12 ALL STORM DRAIN INLETS ON SITE, AND THOSE OFFSITE WHICH MAY RECEIVE RUNOFF FROM THE SITE SHALL USE AN INLET PROTECTION STARTED. NO TAPS OR CONNECTIONS ARE ALLOWED BETWEEN DEVICE. THE METER AND THE APPROVED BACKFLOW PREVENTION ASSEMBLY. THE OWNER IS REQUIRED TO TEST THE BACKFLOW 13 PROVIDE DIVERSION DITCHES AND SEDIMENT BASINS AS SHOWN ON PREVENTION ASSEMBLY 1 TIME PER YEAR. THE PLANS AND AS DIRECTED BY THE ENGINEER IN THE FIELD. 21 THE OWNER SHALL MAKE THEIR OWN PROVISIONS FOR THOSE TIMES WHEN THE BACKFLOW PREVENTION ASSEMBLY IS BEING TESTED. GRADING NOTES 22 PROVIDE RETAINER GLANDS FOR ALL FIRE HYDRANT 1 ALL GRADING WORK SHALL CONFORM TO CHAPTER 10 OF THE MECHANICAL JOINTS AT TEES AND VALVES. HAWAII COUNTY CODE AND THE "FOUNDATION INVESTIGATION MOHOULI SENIOR HOUSING, PHASE 1, WAIAKEA, SOUTH HILO, REV 2004 HAWAII TMK 2 -4 -001: PORTION OF 177" BY HIRATA & ASSOCIATES DATED AUGUST 23, 2011. SHOULD A GRADING PERMIT BE REQUIRED, NO WORK SHALL COMMENCE UNTIL THE EROSION CONTROL DEPARTMENT OF PUBLIC WORKS (DPW) APPROVES A GRADING PERMIT. 1 THE CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK OR AFTER 0.5 2 THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS INCHES OF RAINFALL. DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS RESULTING FROM HIS WORK. THE COSTS INCURRED FOR 2 THE CONTRACTOR SHALL MAINTAIN THE EROSION AND SEDIMENT ANY NECESSARY REMEDIAL ACTION BY THE DPW SHALL BE CONTROL MEASURES. IF A REPAIR IS NECESSARY, THE PAYABLE BY THE CONTRACTOR. CONTRACTOR SHALL INITIATE THE REPAIRS WITHIN TWENTY —FOUR (24) HOURS AFTER THE INSPECTION SUCH AS: 3 THE CONTRACTOR AT HIS OWN EXPENSE SHALL KEEP THE PROJECT AND SURROUNDING AREAS FREE FROM DUST A WHEN SEDIMENT BUILD —UP REACHES ONE —THIRD (7j) THE NUISANCES. THE WORK SHALL BE IN CONFORMANCE WITH THE HEIGHT OF THE SILT FENCE, THE CONTRACTOR SHALL AIR POLUTION CONTROL RULES OF THE STATE DEPARTMENT OF REMOVE AND DISPOSE OF THE SEDIMENT BUILD —UP FORM HEALTH, HAIR 11 -60.1, FUGITIVE DUST. SILT FENCE. 4 ALL GRADING OPERATIONS SHALL BE PERFORMED IN B WHEN THE DEPTH OF A SEDIMENT BASIN REACHES TEN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE PERCENT (10%) OF THE DESIGN CAPACITY, THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 55, WATER CONTRACTOR SHALL REMOVE AND DISPOSE OF THE POLLUTION CONTROL AND CHAPTER 54, WATER QUALITY SEDIMENT BUILD —UP. STANDARDS, AND TO THE EROSION AND SEDIMENTATION CONTROL STANDARDS AND GUIDELINES OF THE DEPARTMENT OF C WHEN TEARS ARE FOUND ON THE SILT FENCE, THE PUBLIC WORKS, COUNTY OF HAWAII. CONTRACTOR SHALL REPLACE THE FABRIC. 5 THE CONTRACTOR SHALL SOD OR PLANT ALL SLOPES AND D THE CONTRACTOR SHALL CHECK TO SEE IF THE FABRIC IS EXPOSED AREAS IMMEDIATELY AFTER THE GRADING WORK HAS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE BEEN COMPLETED. THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 6 FILLS ON SLOPES STEEPER THAN 5:1 SHALL BE KEYED. E THE CONTRACTOR SHALL INSPECT THE DIVERSION DIKES 7 THE CONTRACTOR SHALL INFORM THE DPW OF THE LOCATION AND REPAIR BREACHES. OF THE DISPOSAL AND /OR BORROW SITE(S) REQUIRED FOR THIS F THE CONTRACTOR SHALL INSPECT TEMPORARY AND PROJECT WHEN AN APPLICATION FOR A GRADING PERMIT IS PERMANENT SEEDING AND PLANTING FOR BARE SPOTS, MADE. THE DISPOSAL AND /OR BORROW SITE(S) MUST ALSO WASHOUTS, AND HEALTHY GROWTH. FULFILL THE REQUIREMENTS OF THE GRADING ORDINANCE. 3 THE CONTRACTOR SHALL HAVE ITS PERSONNEL MAKE A 8 NO GRADING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS MAINTENANCE INSPECTION REPORT PROMPTLY AFTER EACH AND HOLIDAYS ANYTIME WITHOUT PRIOR APPROVAL FROM THE INSPECTION. ACCORDING TO THE CONTRACT. DEPARTMENT OF PUBLIC WORKS. GRADING WORK ON NORMAL WORKING DAYS SHALL BE BETWEEN THE HOURS OF 7:00 AM TO 4 NO CONTRACTOR SHALL PERFORM ANY GRADING OPERATION SO 3:30 PM. AS TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE, OR FLOW ONTO ADJOINING PROPERTIES, 9 FILLS SHALL BE COMPACTED TO 90 PERCENT (90X) OF MAXIMUM STREETS, OR NATURAL WATERCOURSES. SHOULD SUCH DENSITY PER ASTM D -1557 TEST OR AS REQUIRED PER THE "FOUNDATION VIOLATIONS OCCUR, THE CONTRACTOR MAY BE CITED AND THE INVESTIGATION MOHODU SENIOR HOUSING PHASE I WAIAKEA, SOUTH HILO, CONTRACTOR SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS HAWAII TMK 2 -4 -001: PORTION OF 177" BY HIRATA & ASSOCIATES DATED NECESSARY. AUGUST 23, 2011. 5 ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE 10 THE CONTRACTOR SHALL REMOVE ALL VEGETATION BEFORE PLACING FILLS �cr a e� REVISION DATE DESCRIPTION er APPROVED �.r WATERS FROM DAMAGING THE CUT FACE OF AN EXCAVATION OR ON NATURAL GROUND SURFACE. LICENSED DEPARTMENT OF WATER SUPPLY THE SLOPED SURFACES OF A FILL. FURTHERMORE, ADEQUATE ROFESSIONAL ENGINEER COUNTY OF HAWAII PROVISIONS SHALL BE MADE TO PREVENT SEDIMENT —LADEN 11 ALL DISTURBED AREAS WITHIN EXISTING PAVEMENT SHALL BE STABILIZED RUNOFF FROM LEAVING THE SITE. WITH COLD PATCH DURING NON— WORKING HOURS. SILT FENCE AND /OR o. 6812 —C SAND BAGS SHALL BE INSTALLED TO PREVENT EROSION FROM DISTURBED yq�+'an, 'Jslt o 6 ALL SLOPES AND EXPOSED AREAS SHALL BE SODDED OR NON —PAVED AREAS. SILT FENCE AND /OR SANDBAGS SHALL REMAIN IN PROJECT: KONA OCEAN VIEW PROPERTIES PLANTED AS SOON AS FINAL GRADES HAVE BEEN ESTABLISHED. PLANTING SHALL NOT BE DELAYED UNTIL ALL GRADING WORK PLACE UNTIL VEGETATION HAS BEEN ESTABLISHED OR UNTIL PERMANENT ,k. " k .omo pr vonW M m. or under WATER SYSTEM IMPROVEMENTS 4A c HAS BEEN COMPLETED. GRADING TO FINAL GRADE SHALL BE PAVEMENT HAS BEEN INSTALLED. SILT FENCE AND /OR SANDBAGS SHALL BE wW * n m under of "" wN be CONTINUOUS, AND ANY AREA WITHIN WHICH WORK HAS BEEN REMOVED ONCE PROJECT AREAS ARE STABLILZED. TRENCH EXCAVATION AND BACKFILL: ±1503 CYO f4w"_� GENERAL NOTES OF a INTERRUPTED OR DELAYED SHALL BE PLANTED. TRENCH AREA: ±0.25 ACRES L a Signature 4,30/14 17 w Expiration Date of the Ucenae JOB NO. 2008 -934 SHM o LEGEND NOTES POSED so SIGNS D I D I D I 150' MIN. SPAM 1. CW20 -1 Ad SIGN REQUIRED FOR POSTED SPEED LIMIT • CONE OR DELINEATOR 200 OF 45 M.P.H. OR GREATER. 20 DIRECTION OF TRAFFIC 2. SEE TABLE 1 FOR ADDITIONAL DIMENSIONS. 250 POLICE OMCER/FLAGGER 3. "ONE LANE ROAD" (CW20 -4) AND "FLAGGER AHEAD" (E" w - 12' W - GREATER (CW20 -7) SIGNS SHALL BE REMOVED OR COVERED 250 W X 20 wm WHEN NO WORK IS BEING PERFORMED AND LANE IS 10 OR LESS Q THAN 12'(j) NOT CLOSED. TAPER TANGENT 4. THE ADVISORY SPEED (XX) SHALL BE DETERMINED BY 250 200 W x 17 THE ENGINEER 20 20 10 ROAD WORK END 250 200 W x 17 55 25 25 10 G2 �4 +-- TO KAILUA I tffiMa CW20 -1Ad CWM3 -1 ()-A 24'x24' I _ (�- C�I -��p (SCENE NON 1) 48'X48' A 48"x48') C 4 1) 48'x41 END ROAD MwREoOMlAx ) WORK CGl0-4 n <g> <*> < D rx SUPPL 2MI,L PUgE C11113 -1(p5 -A CM3.1( *-A CM 4 I�V-A 24'x24 24 x24 I 1 1 -•— « WORK AREA g D D D TO KAILUA =111o. rT 100' • fl //� TO WAIMEA —► wm 2J? R w01ec �p 1 ROAD Mm D 35 4rx4?' Cw20 D A CW0- t 4' xD) � 8 XV A CWI3- 1(15rA WPP LWfAL P LAE 24%24 2424 2 N.T.S. GENERAL NOTES FOR TRAFFIC CONTROL PLAN 1. THE PERMITTEE SHALL MAKE MINOR ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS, BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS. 2. CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. 3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN OR DEVICE FARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST. THE OTHERS SHALL THEN BE PLACED PROGRESSIVELY TOWARD THE WORK AREA. 4. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE IN CONFLICT WITH THE TRAFFIC CONTROL PLANS SHALL BE REMOVED OR COVERED. ALL SIGNS SHALL BE RESTORED UPON COMPLETION OF THE WORK. 5. FLAGGERS AND /OR POLICE OFFICERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL TIMES. 6. WHEN REQUIRED BY THE ISSUING OFFICE, THE PERMITTEE SHALL INSTALL A FLASHING ARROW SIGNAL AS SHOWN ON THE TRAFFIC CONTROL PLANS. 7. SIGN SPACINGS (D), TAPER LENGTHS (T) AND SPACINGS OF CONES OR DELINEATORS SHALL BE AS SHOWN IN TABLE 1, UNLESS OTHERWISE NOTED ON THE TRAFFIC CONTROL PLANS. 8. ALL TRAFFIC LANES SHALL BE A MINIMUM OF 10 FEET WADE. 9. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVERED WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE. 10. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL BE APPROPRIATLEY COVERED TO PRECLUDE THE DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGES ON BOTH FACES). 11. AT THE END OF EACH DAYS WORK OR AS SOON AS THE WORK IS COMPLETED, THE PERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE REVERSE ORDER OF INSTALLATION. 12. PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS SHALL BE REPLACED UPON THE COMPLETION OF EACH PHASE OF WORK. SCALE: NTS h 500' ROAD WORK END 48'x2 TABLE 1 FOR TRAFFIC CONTROL PLAN POSED so 1000' I D I D I D I 150' MIN. wm 2J? R w01ec �p 1 ROAD Mm D 35 4rx4?' Cw20 D A CW0- t 4' xD) � 8 XV A CWI3- 1(15rA WPP LWfAL P LAE 24%24 2424 2 N.T.S. GENERAL NOTES FOR TRAFFIC CONTROL PLAN 1. THE PERMITTEE SHALL MAKE MINOR ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS, BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS. 2. CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. 3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN OR DEVICE FARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST. THE OTHERS SHALL THEN BE PLACED PROGRESSIVELY TOWARD THE WORK AREA. 4. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE IN CONFLICT WITH THE TRAFFIC CONTROL PLANS SHALL BE REMOVED OR COVERED. ALL SIGNS SHALL BE RESTORED UPON COMPLETION OF THE WORK. 5. FLAGGERS AND /OR POLICE OFFICERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL TIMES. 6. WHEN REQUIRED BY THE ISSUING OFFICE, THE PERMITTEE SHALL INSTALL A FLASHING ARROW SIGNAL AS SHOWN ON THE TRAFFIC CONTROL PLANS. 7. SIGN SPACINGS (D), TAPER LENGTHS (T) AND SPACINGS OF CONES OR DELINEATORS SHALL BE AS SHOWN IN TABLE 1, UNLESS OTHERWISE NOTED ON THE TRAFFIC CONTROL PLANS. 8. ALL TRAFFIC LANES SHALL BE A MINIMUM OF 10 FEET WADE. 9. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVERED WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE. 10. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL BE APPROPRIATLEY COVERED TO PRECLUDE THE DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGES ON BOTH FACES). 11. AT THE END OF EACH DAYS WORK OR AS SOON AS THE WORK IS COMPLETED, THE PERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE REVERSE ORDER OF INSTALLATION. 12. PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS SHALL BE REPLACED UPON THE COMPLETION OF EACH PHASE OF WORK. SCALE: NTS h 500' ROAD WORK END 48'x2 TABLE 1 FOR TRAFFIC CONTROL PLAN POSED so TAPER LENGTH (T) LONGITUDINAL SPAM OF CONES SPEED SPAM ( DUFFER OR DOXAIORS (FI) LMT 200 W X 17 20 20 10 25 250 200 W X 17 (N,PJL) (E" w - 12' W - GREATER (I" 250 W X 20 wm 30 10 OR LESS Q THAN 12'(j) 250 TAPER TANGENT AREA 20 250 200 W x 17 35 20 20 10 25 250 200 W x 17 55 25 25 10 30 250 250 W x 20 85 30 30 10 35 250 250 W x 20 120 35 35 10 40 500 350 W x 30 170 40 40 10 45 500 550 W x 45 220 45 45 10 50 1000 800 W x 50 280 50 50 10 55 1000 700 W x 55 335 55 1 55 1 10 ( W - WIDTH OF LANE OR OFFSET :11 wn wn wn I FT 2k FT MEAD R mm MPH 2s 35 45 I- D A COM- 5(2D }A C%41Ad 4 A CNA 1(44* -A (SEE NOTE 5) x2 CM3- 1(45 -A NOTE 3) 2,624 - ~ - — TO WAIMEA —; w•► LEGEND NOTES SIGNS 1. THIS PLAN MAY BE USED ONLY IF ALL ROAD WORK, NCLIDNG EWPLENT CONE OR DELINEATOR AND WORKERS ARE OFF THE TRAVEL WAY. • Z SEE TABLE 1 FOR ADDI1OK DIMNSIONS. DIRECTION OF TRAFFIC 1 ENGNER WILL DETEIM E F ADVISORY SPEED SIGN IS NECESSARY. POLICE OFFICER /FLAGGER 4. CORWAM 01 PRM NECESSARY ADAISINDITS TO ACOOMODATE 5. CW2O -lAd SIGN REUG FOR POSTED SPEED LMT OF 45 MPH OR GREATER 6. SIGIM IS NOT REOLN O F THE WORK AREA NCUAING E LIIP ENT AND WORKERS, IS WISOE THE CLEAR ZONE DISTANCE AS SPECFED N THE LASIEST AASHM NAM DESIGN OM WORKING ON SHOULDER OR ROADSIDE TABLE I FOR TRAFFIC CONTROL PLAN POSTED SPEED LIIIATED (M.P.H-T SM SPACING (FEET) rAPER (T) �DNEAaORS OR OR L ® TM� 2' Q) TAPER TANGENT WORK 20 250 200 W X 17 20 20 10 25 250 200 W X 17 25 25 10 30 250 250 W X 20 30 30 10 35 250 250 W X 20 35 35 10 40 500 350 W X 30 40 40 10 45 500 550 W X 45 45 45 10 50 1000 600 W X 50 50 50 10 55 1000 700 W X 55 55 55 10 Q USE ADVISORY SPEEDS WHEN POSTED. © W —WIDTH OF LANE OR OFFSET. ® NOT APPLICABLE FOR TWO —LANE HIGHWAYS. FOR TWO —LANE HIGHWAYS, CONE SPACING SHALL BE 10' -0' O.C. THROUGHOUT. SCALE: NTS 1 FrrNn • CONE OR DELINEATOR POLICE FLAGMAN .--► DIRECTION OF TRAFFIC a SIGN NOTES- 1 CONES OR DEUNEk7ORS SFWl BE INSTALLED AT 10' O.C. MAX. 2 ONE LANE ROAD (CW20 -4) AND FIAGGER MEAD (CW20 -7a) SIGNS SFWl BE REMOVED OR COVERED WHEN NO WORK IS BEING PERFORATED AND LANE IS NOT CLOSED. .wC,Y E BU� LICENSED * ROFESSIONAL ENGINEER o. 6812 -C y'4K'All, UgP 1M work was pepm by ne ar Under my supwMNOn and aorotmocum at ads p,opct wi be under ny abowwoUm signature� 4/30/14 Expiration Dote of the License ita�o ate A ,� <*> CW2 -1 CW20 - 4 a 48 "X48` 48`X48` CW20 - 7o CONE CONE 36' X 36" SPACE SPACE SUPPLEMENTAL w 10' O.C. 10' O.C. PLATE 24" x 18 EXIST. UUK ROAD WORK 250' 250' 250'50' 1S0' ARFA NOT TO SCALE OG20 - 2 60' X ZC REVISION DATE DESCRIPTION BY I APPROVED DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII PROJECT: KONA OCEAN VIEW PROPERTIES sw WATER SYSTEM IMPROVEMENTS 5 TRAFFIC CONTROL PLAN OF I^M 17 Z_ FENCE STAKE l�CATCV TI C C11 TC� CA��1/� N 0 N GEOTEXTiI FABRIC BACKFILL COMPACT EXCAVATE IN TRENCI FENCE ST...._ ---------------t-1— U 8 -4" MAX. BURY BOTTOM OF GEOTEXTILE FILTER FABRIC IN 6 "X6" TRENCH NOTES: 1 THE FILTER FARBIC SHALL BE A MINIMUM OF 36" INCHES WIDE 2 IF SILT FENCE IS OBTAINED FROM MANUFACTURER AS A PACKAGE (I.E. FABRIC ATTACHED TO POST) THE MANUFACTURER'S INSTALLATION INSTRUCTION SHALL BE ADHERED TO. 3 FENCE STAKES MAY BE WOOD OR METAL, MUST BE CAPABLE OF SUPPORTING ANTICIPATED LOADS. gifflomom •• Ployllmol rf, z a W� F 3 PAVED SHOULDER z 0 Iri N\ININlr0l FILL SLOPE PLACE SAND BAG BARRIER AT TOP OF SLOPE FOR THE ENTIRE LENGTH OF DISTURBED AREA. PLACE BAGS TIGHTLY AND OVERLAP SO THAT NO GAPS ARE EVIDENT IN ORDER TO RETAIN SEDIMENT. PLACE SAND BAG BARRIER AT TOE 6 MIN. OF SLOPE ALONG ENTIRE LENGTH OF DISTURBED AREA. PLACE BAGS TIGHTLY AND OVERLAP SO THAT NO GAPS ARE EVIDENT IN ORDER TO RETAIN SEDIMENT. SCALE: NTS FILL SLOPE STATE R.O.W. I 12" STATE R.O.W. I I EXISTING GRADE SEED WITH ANNUAL RYEGRASS i 4" MAX. FOR TEMPORARY STABILIZATION, I RE— VEGETATE DISTURBED AREAS TO MATCH EXISTING LANDSCAPE PLANTS FOR PROPOSED GRADE PERMANENT STABILIZATION I SCALE: NTS TYPE "B" METER BOX ll /'r 12" COPPER SERVICE LATERAL PER DWS STD. DET. L9 PROFILE WATER LATERAL SILLTEFENCE MAY BE USED IN LIEU OF SAND SCALE: NTS BAG BARRIER AT TOE OF SLOPE. (SEE SILT FENCE DETAIL THIS SHEET.) SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL ENTIRE DISTURBED AREA HAS BEEN STABILIZED WITH PAVING OR PERMANENT VEGETATION. CONTRACTOR IS TO REMOVE BARRIERS ONCE AREA IS STABLE. 0 E B\ LICENSED * ENGINEER o. 6812 —C ,1" wo pilaw by me cr u1dor my superWWm and a aftuction of Ws project H be under my obeewaaon Signature 1 4/30/14 Expiration Dote of the License I REVISION I DATE I DESCRIPTION I BY I APPROVED DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII PROJECT: KONA OCEAN VIEW PROPERTIES sr WATER SYSTEM IMPROVEMENTS 1 6 EROSION CONTROL AND of WATER LATERAL DETAILS NO. 2008 -934 a \X — I—I II u GEOTEXTiI FABRIC BACKFILL COMPACT EXCAVATE IN TRENCI FENCE ST...._ ---------------t-1— U 8 -4" MAX. BURY BOTTOM OF GEOTEXTILE FILTER FABRIC IN 6 "X6" TRENCH NOTES: 1 THE FILTER FARBIC SHALL BE A MINIMUM OF 36" INCHES WIDE 2 IF SILT FENCE IS OBTAINED FROM MANUFACTURER AS A PACKAGE (I.E. FABRIC ATTACHED TO POST) THE MANUFACTURER'S INSTALLATION INSTRUCTION SHALL BE ADHERED TO. 3 FENCE STAKES MAY BE WOOD OR METAL, MUST BE CAPABLE OF SUPPORTING ANTICIPATED LOADS. gifflomom •• Ployllmol rf, z a W� F 3 PAVED SHOULDER z 0 Iri N\ININlr0l FILL SLOPE PLACE SAND BAG BARRIER AT TOP OF SLOPE FOR THE ENTIRE LENGTH OF DISTURBED AREA. PLACE BAGS TIGHTLY AND OVERLAP SO THAT NO GAPS ARE EVIDENT IN ORDER TO RETAIN SEDIMENT. PLACE SAND BAG BARRIER AT TOE 6 MIN. OF SLOPE ALONG ENTIRE LENGTH OF DISTURBED AREA. PLACE BAGS TIGHTLY AND OVERLAP SO THAT NO GAPS ARE EVIDENT IN ORDER TO RETAIN SEDIMENT. SCALE: NTS FILL SLOPE STATE R.O.W. I 12" STATE R.O.W. I I EXISTING GRADE SEED WITH ANNUAL RYEGRASS i 4" MAX. FOR TEMPORARY STABILIZATION, I RE— VEGETATE DISTURBED AREAS TO MATCH EXISTING LANDSCAPE PLANTS FOR PROPOSED GRADE PERMANENT STABILIZATION I SCALE: NTS TYPE "B" METER BOX ll /'r 12" COPPER SERVICE LATERAL PER DWS STD. DET. L9 PROFILE WATER LATERAL SILLTEFENCE MAY BE USED IN LIEU OF SAND SCALE: NTS BAG BARRIER AT TOE OF SLOPE. (SEE SILT FENCE DETAIL THIS SHEET.) SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL ENTIRE DISTURBED AREA HAS BEEN STABILIZED WITH PAVING OR PERMANENT VEGETATION. CONTRACTOR IS TO REMOVE BARRIERS ONCE AREA IS STABLE. 0 E B\ LICENSED * ENGINEER o. 6812 —C ,1" wo pilaw by me cr u1dor my superWWm and a aftuction of Ws project H be under my obeewaaon Signature 1 4/30/14 Expiration Dote of the License I REVISION I DATE I DESCRIPTION I BY I APPROVED DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII PROJECT: KONA OCEAN VIEW PROPERTIES sr WATER SYSTEM IMPROVEMENTS 1 6 EROSION CONTROL AND of WATER LATERAL DETAILS NO. 2008 -934 a .eMPULV N 0 N N J Fr Q 0 p CUT AND PLUG EXISTING METER PLACE SEDIMENT BARRIERS DOWNSLOPE OF ALL STA 227+77 CURVE DATA O � F LATERALS AT WATER MAIN AND DISTURBED AREAS (TYP.). 1 -FH LAYOUT B" _ �- �3.52'S1" *52'518 Q Q REMOVE BOXES AND METER SEE DETAILS ON SHEETS 6 AND 17. 1 -6X6 C.I. TEE, M.J. WITH JOINT R= 0 D OD Z LATERALS WITHIN STATE R.O.W. RESTRAINTS ALL MANHOLE COVERS AND VALVE BOXES T= 194.11 F 11- 1 -6 GATE VALVE, M.J. WITH L= 388.07 EVE NdR W Z w (EXISTING WATER SERVICE JOINT RESTRAINTS AND BOX SHALL BE FLUSH WITH it , �p�.� • Q U N CONNECTIONS TO REMAIN IN 1X" TYPE "C" SERVICE PER DWS STD. DET FH3 AND FH SURROUNDING FINISH GRADE Y SERVICE UNTIL NEW WATER " LATERAL FOR METERS 10 TYP. 0 � W SYSTEM AND ITS SERVICE AND TYPE "B" BOX 2- THRUST BLOCKS ' a 0 N CONNECTIONS ARE ACTIVATED PER DWS STD. DET. L7 1 ELECTIVE PAVEMENT Elect' � ' ' �-�_ � AND IN OPERATION.) � (TYP. 2 LOT) MARKER I _ SEE SHT 6 FOR TYPICAL I ' I TMK 7_2 -a�a� E r- , I WATER LATERALI PLAN END SHOULDER + OF OW 3«a ; - ' AND PROFILE , I PAVEMENT 2980 Ace �\ - -- (D I O I O i' TM( 7 -2- 08:038 1 TAN( 7 -2- 08:037 \ O , 1MK 7 -2- 08:036 2 2 TMK 7 -2- 08:035 TM( 7 -2- 08:034 , �"o I 8.797 Sq R 8,&18 Sq R \ 8.181 Sq R &377 SQ FZ I T►ac&JIM 033 __ - c c c , I EXISTING 4" WHITE EP - 3 --� rt = x ' - BEGIN SHOULDER PAVEMENT, - - o 1 x 3 x ; A STRIPE WITH TYPE "C" i � 3 I AND WATER LINE,IMPROVEMEN ; N � i ° N RPM ® 40' O.C. m _ _ I C En \ I z O OD ° , I \ `� W m m I EXISTING DOUBLE = I � sa` , `' << ' _ i YELLOW CENTER LINE» _ •'p o"o ' ' - - -- ° l a oW I 2„ t -. ' 2!' >'\ ° o c STRIPE WITH TYPE "D" ° IIoM food it�M �ooa r - -� ° RPM Q 0' 2 O - lN - ar}rlf}{�Dat�aanp PV ter ,� N 1" TYPE "A" SERVICE LATERAL --- "" 1 Q „ - --- -- -- 6 --- - --_ -- -_ - -- - FOR %” METER AND TYPE NB" ------ - � -- -- - METER BOX PER DWS STD. — DET. L9 TYP. 1 LOT ' 2' +` nod ( ) - - - rt< ---• woo -- -. woo cnuF 224 +00 N buidp En �S wawa 225+00_ _ -- � �2'6�hQ0 _ _ = — __ - _— _ _ _ -_ 4-- -- _. -" 9581"- 27 +00 ' -_ - - - - _ Guard Rail —_ - - - - -- - _ - — _ = - - _ =_-- __ __ 228 +00 _.- : METER BOX TO BE LOCATED 1 �N °i ° - - - -- -_ - -- -_ -- - -- -- - -_ - -� -_ --------------- __ _ _ - - - _229_00 —_ FT. FROM R.O.W. _ _ -_ _ . —- _, -? ----- - - - -- - - - _ SAW CUT EXISTING AC PER juawanod a6 3 �-- TO KAILUA 3 -- DETAILS ON SHEET 3 AND 15 00 OD .49) wwww ,? OD�w MAMALAHOA HIGHWAY HAWAII eE�r ROAD F. a.P. No. F-10 (5) TO WAIMEA --�- CArn uun�fn �tn -- -- -- -- -- -- -- -- -- -- ���-- .�,�� - -�� -- u 3 En � N 3 tSTA 224 +49.32 0 S 17' LT -" .---- . -.--_- NOTES: N 3 3 REMOVE EXISTING: PROVIDE FULL WIDTH SHOULDER 1 -6" C.I. CAP WITH to CA CONC. BLOCK, 2" C.O. & BOX, 6" RECONSTRUCTION, FOR DETAILS SEE RETAINER GLAND ALL EXISTING WATER SERVICE CONNECTIONS w CAP. CONNECT TO EXISTING 6 SHT. 3 2" CLEANOUT UNIT AND BOX ARE TO REMAIN IN SERVICE UNTIL THE NEW D.I. WATER LINE PER DWS STD DET V20 WATER SYSTEM AND ITS SERVICE CONNECTIONS w 1 -6" SOLID BODY SLEEVE M.J. 1 -CONC. THRUST BLOCK ARE ACTIVE AND OPERATIONAL WITH JOINT RESTRAINTS, STA " PLAN WATER LINE EXTENSION MAMALAHOA HIGHWAY (STATE ROWS ALL EDRIVEWAYS AND SDEEROADS ROUND THE (ASSUMED)=0+00 +00 PUU ALA ROD 1 -NECESSARY CAP, TAPPED 2" I.P.T. (TEMPORARY FOR TESTING) SCALE: 1"=30' CONSTRUCTION AREA. 1 -CONC. THRUSTBLOCK� (TEMPORARY) ', (CONTRACTOR TO VERIFY -- - LOCATION) - 1870 1870 4U HI(;HWAY 18601 1860 __ 01 Awme� 1850 1850 z w U N -H 1840 F 1840 1 Gy E B(�A REVISION DATE DESCRIPTION BY APPROVED DEPARTMENT OF WATER SUPPLY LICENSED * RENGINEERAL * ENGINEER COUNTY OF HAWAII 1830 o. 6812- ygwAll, vyP » ' PROJECT: KONA OCEAN VIEW PROPERTIES ow ,M'� �- �- WATER SYSTEM IMPROVEMENTS 7 CM rorvNbn and construction of t11v pimiject MI be under my obrvalbn PLAN AND PROMLE WATER UNE of op OD OD 0-61 OD EXTENSION MAMALAHOA HIGHWAY Signature 4/30/74 (STATE ROW) 17 223 +00 224+00 225 +00 226 +00 227 +00 228 +00 n Date of aM License JOB NO. 2008-934 smm .eMPULV N 0 N N J Fr Q 0 U —/ IV G— lz.UvM N 0 N N J Q Q 0 STA t0 +38.24 0 S =4.98' LT UUKALA ROAD STA 0 +00 ROAD "B" = O CURVE DATA _® REMOVE EXISTING: 1 -8X8X6 TEE M.J. A=53ro0'00" , CONC. BLOCK, 2" C.O. & BOX, 8" 2 -8" GATE VALVES TMK 7- 2- 08:039 PORnON OF GRANT 3986 "GATE R= 270.00 - 1 T= 134.62 CAP. CONNECT TO EXISTING 8" D.I. WATER LINE 1 -6 VALVE 1 -6" 22.5' BEND 2.950 Acs ./ TMK 7-2-0&- 00t » » » 1A TYPE C SERVICE � =249.76 ' , S � 1 -8" SOLID BODY SLEEVE M.J. 1— HORIZ. THRUST BLOCK �� / O LATERAL TMK 7 -2- 08:002 Sq Ft PER FOR fib" METERS DWS STD. DET. L7 ` y y WITH JOINT RESTRAINTS, 113.272 © NECESSARY NIPPLES 1 C.I. CAP TAPPED ,o \-Q �'� AND (TYP. TYPE B METER BOX 2 LOT) CURVE DATA `�- -8" 2" I.P.T. (TEMPORARY FOR TESTING) d. o __ �` ' __ ��' —.—„� d yo'�O �-- -__ o lb ' �` �`� � a 107'00'00 1 11 " R =300.00 1 1— HORIZ. THRUST BLOCK -� � -, °� � ° a�� 1 S T =405.43 (TEMPORARY) (CONCTRACTOR TO VERIFY r�.a!� • -'- - ' ;�„ - - �--� - ° ° �° �cao' 1 , �c ' TMK 7- 2- 08:003 L =560.25 LOCATION) ' O ' It ' 1D - ' w 13,290 Sq OD Ft `ff k g ki N OD 1 / \ \ �' - -- BLS < y'60 d 'kpo �� a R 4 4, °r4 a 1 1 1 1 11 i >p \\\ CVO ` \ ``\ /' y.' �i Oi O �% ' \Z� - \\ i O 7 i f 1 n N 'F \ D .`�;4a� _ \\ /Q o TMK 7 -2 -08: �. O n o 10.457 Sq 004 I- Ft — > _ TMK 7-2-08:028 9.347 Ft Sq 90 0, ` rn \ TMK 7 -2 -0&027 10.749 Ft \a' \ p, \ CY \ r °EJo�• n \ \ -� F I a � Z n 1�1 �--� -- r,., m o (7 KEY PLAN vlo p �'O F �z• \ 1'!. Ci\.- U ? \'� '> . \ . l r - \ \ -... `� J o = o z o L C ` % a o G' TMK 7 -2- 08:038 � � ,?i 8.797 Sq Ft 3 ��vY O� 11.732 Sq Ft 26 t t �1 `. ` i \ \ •., `\ \ \ GO p � A \ , � 2 y � m o _ 7 f'— � "A" TMK -2- 08:023 18.790 Sq Ft �. ` — �Nj, \ �t'� `\ 30 1" TYPE SERVICE PER DWS STD. DET.E 9R 1 —FH LAYOUT "B" 1 -8X6 C.I. TEE, M.J. Z > \ I,I -+ 0 , 9� - -/ PLAN WATER LINE PUUKALA ROAD AND TYPE "B" METER WITH JOINT RESTRAINTS ` x %% `\ \ SCALE: 1 " =30' Box (TYP. 1 LOT) 1 -6 GATE VALVE, M.J. \ \\ WITH JOINTS RESTRAINTS AND BOX PER DWS STD DET NOTE: Q FH3 AND FH 10 ALL EXISTING WATER SERVICE CONNECTIONS 0 1 —BLUE REFLECTIVE ARE TO REMAIN IN SERVICE UNTIL THE NEW (STATE R.O.W.) PAVEMENT MARKER WATER SYSTEM AND ITS SERVICE CONNECTIONS J ARE ACTIVE AND OPERATIONAL. a AL T _ 1850 `` 1750 1810 %% FXISTING » R LINE zXISTING ROAD WATER o( SERVICE PIPE MIN. COVER (Pffl.) � 1840 z 1740 to ` �z ` 9 Z No iF 1830 vl .- 1730 - — ` 7 — o Lon 20- 1820 1780 ` 1720 7 +00 GY E eUp REVVISION DATE DESCRIPTION BY APPROVED LICENSED DEPARTMENT OF WATER SUPPLY * RENGIN ER * ENGINEER COUP OF HAWAII — 0-3o, — 1810 1770 o. 6812 -C s ygH'All, V�,P PROJECT: KONA OCEAN VIEW PROPERTIES „� a,, ,, �,, p..ak w prpor n ty me a uM. v� a a under "y on..vdbn WATER SYSTEM IMPROVEMENTS 8 1* co to 1* 0 00 o, 0) 0 00 0 OD t0 M to to tp I� O) N M7 t0 (< PLAN AND PROFILE WATER LINE OF PUUKALA ROAD 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +0 4/30/14 Ev'r,ati" D&m ot to ucw>» JOB NO. 2008 -934 U —/ IV G— lz.UvM N 0 N N J Q Q 0 L91MulczOMPAI ,e] N_ O N 0 J Q H 0 OCURVE DATA © CURVE DATA 1 -6" 11Y4 HORIZ. BEND �-- A= 107'00'00" A= 54.59'00" 1- HORIZ. THRUST BLOCK ' R= 300.00 R= 170.00 T= 405.43 T =88.46 - ' TtAK47- s 08i018 1 � 1 L= 560.25 L= 163.14 1 -6" 114' HORIZ. BEND O ' 1- HORIZ. THRUST BLOCK TMK 7 -2- 08:017 3 GV 16.860 Sq Ft n>I Nlk V to • G TMK 7 -2- 08:004 Q �aV 10.457 s4 Ft TEE i TMK 7- 2- 08.016 13,466 Sq Ft ;0 \ a3ua= _ A� - v 1 -8X8X6 M.J. ' 2 -8" GATE VALVE M.J. I 1 -6" GATE VALES, M.J. 1 -1" ARV UNIT AND BOX PER DWS �_ , 't -_ `� `� STD DET V1 - ,.- �+ .:' / Q, ° `�' '. s 1 -8X6 REDUCER °das 1- HORIZ. THRUST BLOCK ..y0 TMK 7 -2- 08:015 - ,4.006 Sq Ft j/ a p Y o -&0_40 V 'I i ,' O a/S \ �B 'pU�at / .' TMK9 -2 �� O 1 011 Sq Ft o ,� TMK 7 -2- 06:022 _ TMK 7- 2- 08:013 18.044 Sq Ft O O ' _'ter • T p : i) z '"'oin4wr+^ _ 12,575 Sq Ft ,, 1 ° i , � � vi ' a \ ° a /� �' v � � KEY PLAN 1d Q �o i o TMK 7 -2- 08:014 m / 13,849 Sq Ft 1 -2 " &4" PRV UNIT AND BOX ' ' Al CO p - /'' / I u ° '_ 5 / ' / ' U ' '' FOR DET. SEE SHT. 16 mrs ''' N i U O ' ' I _ ,0 y r' t! / TMK 7- 2- 09:024 / Z .D , , ,. aUUa J UID ° Q' t ', r i .� 15,859 Sq Ft 1 -8X8X6 TEE M.J. 2 -8" GATE VALVES, M.J. w - ' ./.`/ 1 -6 GATE VALVE, M.J. 1- HORIZ. THRUST BLOCK '' w '_ _- -\ �"- uau�fanD� 00L'1 �- -`� - E''_ -;- W -� —;- '' -�'l a6p— w - ' - � ;' °° p ? r . , `°' -; k STA 7+74.67 PUUKALA ROAD= / "A" STA 0 +00 ROAD TMK 7 -2- 08:021 / 0691 13,271 Sq Ft 66 TMK 7 -2 -08: c c ' a TIt 7 -2- 08:040 r-) C T R� 11,351 Sq Ft O U / V '� x,526 Sq Ft $ ,A ' O/'/v�n^ �QL_�� ��" r ° ,ry!) �F TYPE "C" SERVICE `il / , °O . rn� °° Syq�j NOTE: LATERAL FOR %" METERS PER DWS STD. DET. L7/ �� ALL EXISTING WATER SERVICE CONNECTIONS AND TYPE "B" METER BOX j PLAN WATER LINE PUUKALA ROAD ARE TO REMAIN INDSER CERUN71LC NEW CONNECTIONS (TYP. 2 LOT) " SCALE:1 =30' ARE ACTIVE AND OPERATIONAL. -- — -- - - -- - -- -- - - - - - -- - - - -- -- - - -- - — - - - -- - - �EXISTING WATER ICE W-- Q - - - - -- - -- - -- --- - - -f3 -W -- - -- - - -- PIP - -- - -- -- E USTI G ROAD - -- - - - - -- - - - - - - -- - - -- - - -- - - -- 1670 _rt660- - - -- - -- - -- -- - - -- 1740 < SERVICE 1660 t�00� _ 0 -- Y of 1730 ^ ° - — 90 -- - - -- -- — - ._ 1650 - - -- - -- - - -1gg0 - - -- -- - - - -'� .� -_ -- - - ----- - - - -- � W " ------- - - - - -- - -- " IN a -- - - - -- -- -- -- - - -- `� - - -- - — - -- - - -- -- - - - - -- - _ - -- - -- - 1720 - - -. - -- - - -- - - -- - - - 1n = - - -- t 650- - - 1840 -- - -- - - - - - -- 1640 _ - -- - - - — -- - c > - -- -- - - - -- - -- -- - - - - -- - - - - -- - - -- - -- - - O N d M - -- - -- -- - -- - - -- --- -- -- - -- - - -- - - -- - -- - -- -- _ O O O 16 - - -- - — O ` \ .- .- 14 +00 15 +00 - - - -- -- - - - -. -- - - - -- - - ----- 13400 to aGY E 9V REVISION DATE DESCRIPTION BY APPROVED — - - - -- -- - - F - _ sL - - - -- - - - -- -- - - -- - - -- - -- - - - -- - - - -- - -- -- - -- LICENSED * RENGIN ER * ENGINEER DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII - - - - - -- - - — -- - -- -- — - -- - - - - - -- _ - - -- - - -- - - -- - - - - -- to 9 660 1700 0. 6812 -C ygWAll, u5P SCALE: H I 1-=30' — PROJECT: KONA OCEAN VIEW PROPERTIES M-60 - - ---- ____ -- -___- - -- -- -- O _- - - -__ _- - -- _. -- 00 woot my and eautruotlon a Oft WATER SYSTEM IMPROVEMENTS 9 O 00 0 c N �- � - -__ n d � 0 _ --- --0 prulxt wN a undtr my obemation `- n LA lA I� - -- - -- --- - -- - - -- -- - - - - -- - -- - -- -- -- ---- - - - -_._ -- - - _- -- -__ —_- -- - _ -- N AND PROFILE WATER LINE of - _ —_ - -- PUUKALA ROAD Signature 4/30/14 7 +00 8 +00 9 +00 10 +00 11+00 12 +00 Expiration Dote of the ucense JOB NO. 2008 -934 sm L91MulczOMPAI ,e] N_ O N 0 J Q H 0 C-7 TO N O N c J a O CURVE DATA STA 93 O/S =5.71' LT 3.45 O/S= 16.45' LT 1 -6" 1144 BEND 1 -FH LAYOUT "B" - n= 10700'00" 1- HORIZ. THRUST BLOCK 1 -6X6 C.I. TEE, M.J. T= WITH JOINT RESTRAINTS REMOVE EXISTING - 1 05.43 L= 560.25 1 -6 GATE VALVE, M.J. WITH FOLIAGE AS NECESSARY 1 JOINT RESTRAINTS AND BOX TO INSTALL METER 1 �I PER DWS STD DET FH3 AND BOXES TYP. WITHIN _ - 1 -6" 22X2' HORIZ. BEND FH10 FH1 R.O.W.) to � 2- THRUST BLOCKS 1- HORIZ. THRUST BLOCK 1 1 -BLUE REFLECTIVE PAVEMENT 1 -6" GATE VALVE, M.J. y / y MARKER AND BOX 0 c_ c o l I I 1 -1" ARV AND BOX o� M TMK 7- 2- D9:001 1 13,094 m 5q Ft 1 1 1 1 TMK 7- 2- 09:003 1 TMK 7 -2- 09:004 I m l m u� co TMK 7 -2- 09:006 1 ❑ TMK 7 -2- 09:005 k� n a000 Sq Ft I TMK 7 209:007 I - - 1 N 1 15,573 Sq Ft m / S n 1 1 = o 1 D ❑ TMK 7 -2- 09:009 !! n 18.907 Sq Ft i ' y TMK 7 -2- 09:002 I 13,000 Sq Ft 13,000 Ft Sq �JJa£] m 13.000 Sq Ft 13,000 Ft o -�{. n m _ o �rn o l �- n N o c n SDI.U}S.J u.� n l ° „ o x L ( 1 % Z "1 m C) p, G c p vi o I - ,. C7 C7 �JJa� SDU1 }S Jl{� n 1 _ O cv co s cD ;. .� I - ` D 0 ;U « I< <� JOB Cn` .'� .o O Q + G - n 0 m 77 ❑ O O 3 ro -' 0 `G O� � < O <O ❑ n- m -9 � - . ° `, ? 1 L . -*i I m - I- c n r DD � l �5 z ! C7 ! / TMK 7 -2- 09:010 l< 22 o 16.356 Sq Ft Es I Q 11 -r r' - - F•,>'i _ _ ' ...:. _x� _. .a.. �- Sall I ... r3'k �rr�..i� , _ -i O t• jW6 "''. 77 \ I ' -� - Y ' � � ',` '+ 3 ± t — -- w .. _ i—r- _ �'-T - _ -�—i.J _ I _'y__ "'i .: T _ t —. _ _ T _I I 7 I I I �' I: ' -- r I r n5 ` �Y W"NMIM (STAM - - i I I I a D aoJi Ja D I L- -- - l0'LY9 , <- i I T I i ' I I I .Y•o I 1 r e - K l r lama wuasw - - KEY PLAN BBLOCK _i ,0 DM Wbo si 1- HORIZ. THRUST ❑ n O /pti n i -- 0 I ❑ I ° m ° 1 �rS o c�b n S! a a c. TMK 7 -2- 09:011 r II N 1, 8 1 1 1 N rl C7 n 1 3 fTl .. m 1(7 C) - O c ! 1 - II J4 �y 13.748 Sq Ft ��C �d c7 m m o p co u, - n g I TMK 7- 2- 09:038 0 1 13.500 Sq Ft O O 3 vDOi = � (D (� = TMK 7 -2 -09:03 ( K 7-� 09:036 1 c 13,500 Sq Ft 1 (.; 13,506* Ft CJ ,p (D r� A O nJ < r> I TMK -2- 9:035 (� 1 13,500 Sq Ft I- m TMK 7- 2- 09:034 13,500 Sq Ft U O I C I TMK 7- 2- 09.033 io -\ \ 7,684 Sq Ft `. `� n>j H V I 1 1 1 In> -�� C = TMK 7 -2- 09:039 13.500 Sq Ft I _ "' � CD I m A E ( I I I I ILIA r tr s A 1J¢" TYPE "C" SERVICE 1V TYPE "B" SERVICE 1" TYPE "A" SERVICE %A LATERAL FOR %" LATERAL FOR %" LATERAL FOR %" METER L� N METERS PER DWS STD. METERS PER DWS STD. PER DWS STD. DET. L9 DET. L7 AND TYPE "B" DET. L7 AND TYPE "B" AND TYPE "B" METER METER BOX (TYP. 2 LOT) METER BOX BOX (TYP. 1 LOT) __ , RT 1 -FH LAYOUT "B" 1 -6X6 C.I. TEE, M.J. WITH JOINT RESTRAINTS 1 -6" GATE VALVE, M.J. WITH JOINT RESTRAINTS AND BOX NOTE: PER DWS STD DET FH3 AND ALL EXISTING WATER SERVICE CONNECTIONS FH10 ARE TO REMAIN IN SERVICE UNTIL THE NEW PLAN WATER LINE PUUKALA ROAD 2- THRUST BLOCKS WATER SYSTEM AND ITS SERVICE CONNECTIONS SCALE: 1"=30' 1 -BLUE REFLECTIVE PAVEMENT ARE ACTIVE AND OPERATIONAL. 1630 1630 MARKE AM - - ---- — - -- — __ 1660 — - -- - - -- _ -- 4 1660 154 - - — - - -- -- - 1540 -(P EXISTING ROAD - - - -- - - - - -- -- - - - -- -- ♦ . "IN COVER - -- . - -- - -- -- -- - -___._ .__._..� ------ --- - - - - -- --- - - - - -- ------- — - - - -- ------ -�16t0 - -- - -T5901550--- - -- - - - -- 1650 - - -- - - - - -- --------- - - - -- - 1530 - - -- --- w- � -- -- - -- - "T0 --D.1 -WATE -LINE - -- - - - 1640 - tn li - -- - -- - - 1520 — - - -- — - - 2' AAIN_ C — - - ___ - - - -- - ` " -- - - -- - __ co 1630 -- - - __ ___ - -- --�0 - --- - - - - -- ` - - -- _ -- - - -- - - - -- - -- - -_ - -- '�� -- -- - 22 +00 23 +00 ��,V E Bp - - - - -- -- - -- -- O — - -_ - - -- Q - _ - - - -- - - - - -- -- REVISION DATE DESCRIPTION BY APPROVED - LICENSED RONG ENGINEER OF WATER SUPPLY COUNTY OF HAWAII -- -- - - -- '- -- _ - -- - -- - - - -- - - - - -- - -- -- -_- -- - _ - - -___- _ -- - -- — - - -- - - -_ -- �.__ 1560 -- 162 o. sa,2 -c =30, ---- - -- - - -- gwAll, U`r. =6 - - -- - - - -— - - -- - PROJECT• KONA OCEAN VIEW PROPERTIES _. _ _ -- _ -_ -- --- -- -- --- - -- tD -- - -- __ -_ -- O -- -- — n _- 1M � .� by m or under WATER SYSTEM IMPROVEMENTS 10 p M O O d I- OD 00 - -- - - -- mr ■ro«.wa� ow condnoo On at 6w aol� .a1 e. u.ax nhr oe.swuan O) O N M n O -- - M to - - - --- t� � pt I� ---- CID . _. - -_ _ - -- _ PLAN AND PROFILE WATER LINE _ _ r.,.� -- OF - QD - - - -- - - - -- -- -- - - - - - -- -- - -- Signotu re 430/, 4 PUUKALA LOOP ROAD 1SHIM - - -- - - - - - - -- - - 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 Expiration Dots m the Ucenae JOB NO. 2008 -934 C-7 TO N O N c J a G- / 10 G- 12.0YKi N_ O N O J_ Q W a 0 STA 24+42.54 O/S=16.50' LT OWN 1 -6" 11Y4 HORIZ. _ BEND 1 -FH LAYOUT "B" `` 1- HORIZ. THRUST BLOCK 1 -6X6 C.I. TEE, M.J. WITH 1 NpttM. VE .�30 1 » TYPE » A SERVICE REMOVE EXISTING FOLIAGE JOINT RESTRAINS 1 -6" GATE VALVE M.J. WITH , 1 STA 23+32.15 1 -6" 11Y4 HORIZ. _ BEND LATERAL FOR %" METER PER DWS STD. AS NECESSARY TO INSTALL METER BOXES JOINT RESTRAINS AND BOX 1 9 1- HORIZ. THRUST BLOCK DET. L9 AND TYPE "B" TYP. (WITHIN R.O.W.) PER DWS STD DET FH3 AND FH10 ti I TMK 7 -2- 09:012 METER BOX (TYP. 1 2- THRUST BLOCKS TMK 7 -2- 09:020 I N TMK 7 -2- 09:011 13,748 Sq Ft 1 1 14,488 Sq Ft ' 1 LOT) 1 -BLUE REFLECTIVE PAVEMENT 14,535 Sq Ft 1 Christmas Berry MARKER ' ir f o K V 1 -6" 45' HORIZ. BEND I I- Z F c c I o' - 1- HORIZ. THRUST BLOCK I , 3 ''— y n- 1I 7 S�0 -- :.i TMK 7 -2- 09:018 TMK 7- 2- 09:017 u, � ' �nTMK 7 -2- 09:018 w — � ' Q) TMK 7 -2- 09:019 (, = v° j „ nt2Z403 Sq Fo13 �E�S�EMENT �.. 13,216 Ft z S° I I ° 13,527 Ft o 13,838 S° N (� Ft 14,149 S Ft T q a -- 1530 ° d n % i J Christmas l3 dy i s j U o � � - ° u _� - J , HW-8 _ -- - LZc w� `- _ �'� c�i �_, c� - / 1 VALVE M.J. 6" GATE V - - - -_ DH 1lt lities J _ _ -� -- ,o. _ - -, AND BOX o - Gu - -- _ - _ P - �. - - - _ _ - _ - ,� '� � Q _ 5�0 .. �� o ', U ^n c -- - - .. ' �. . -.-s— -- , / � ,, o y o Rock Wolis - o -- -- -- a ili ies � .. _. - \•.___ U - --_ -- - JP — 1V TYPE "C" SERVICE , - -- - __ — -- — -- - - -- - - - - -- ��' -- r- 1-1" ARV AND BOX w -- — ' - w$ w>s . -- -- � - -r - _� ws LATERAL FOR METERS PER DWS STD. DET. L9 AND TYPE B CL F '� rLCe n o -' > N 11 n - ,� -0 \ ly (\ K 7 -2 -09 014 " .' a. 3.545 Ft 11 N / �� Avocado \, ad _ _ _ - F— L —�, - -' -T Cone. Dam- - —; _— -- L - Rock Wall °o Fdye1f ave- l ° ' _ - _ _ - t 1 i J -� - _ - - - - - -- — - — ,\° a \\ uCpP` _ _, �4 -- - - - �p » KEY PLAN METER BOX w w 4. t �� -- -- -- _ > _ Ill (TYP. 2 LOT) -Z n� oTMK 7 -2- 09:042 = I to 7.977 Sq Ft nl TMK 7 -2- 09:032 �' 14853 Sq Ft rJ_- - _ ° �. � �- E ,•- EASEMENT x 3 v �3 ' Y `, o I o o o Rock Walls a- , , > T > L v > I� C ����I i ^Y Lii , >' 1 �^ ED i I m 4 ... Silverp0ak F- d v o> F W f - ' I ., ~ ( Q � I y ~ W I Z a_ 1 -6" 22& HORIZ. BEND J , j 0 1 , L , J 1h" TYPE "B" SERVICE strr °S Berry ° J _ 1- HORIZ. THRUST BLOCK J TMK 7 -2- 09:031 ' TMK 7- 2- 09:030 13.500 Sq Ft 13,500 Sq Ft ' v TMK 7 -2- 09:029 ' 13,500 Sq Ft jTMK 7 -2- 09:028 r ' 13,500 Sq Ft TMK 7 -2- 09:027 13,500 Sq Ft I I W I I LATERAL FOR t6 +Sb `= ` a METERS PER DWS STD. 0 U ties -5 -- �C�_ "B" & C vel Dwy - ;10 1h" TYPE "C" SERVICE DET. L7 AND METER BOX TYPE AC _ -'I; t TMK Z921 015 LATERAL FOR ° -1 METERS PER DWS STD. C) RQII %I DET. L7 AND TYPE "B" REMOVE EXISTING FOLIAGE METER BOX (TYP. 2 LOT) AS NECESSARY TO TMK 7 -2 -0931 Kukui' M A T C H INSTALL METER BOXES '3.500 Sq Ft MATCH - -`-- -' 1" TYPE "A" SERVICE O TYP. (WITHIN R.O.W.) LINE LATERAL FOR %" METER CURVE DATA LINE PER DWS STD. DET. L9 NOTE: A-- 85.07'00" AND TYPE "B" METER ALL EXISTING WATER SERVICE CONNECTIONS R =11..00 BOX (TYP. 1 LOT) THE NEW OSYSTEM =148.2 PLAN WATER LINE PUUKALA ROAD WATER AND ITS SERVICE CONNECTIONS L= 148.56 L ARE ACTIVE AND OPERATIONAL. SCALE: 1"=30' x x W -- -- -- -- - �� -- - W - - -- ---- f= - -- -- -- - - - -- -- - - -- -- -- - -- -- - -- - - -- - -- -- - 155 - 4550,>Q _ - - - - - - - - -- 1600 - - - - - -- - -- - - - -- _ . _ - - - -- ,. _. .. _ _____ -____T ___..____ i __— / i WAIER % PIPE -SERVICE--­. i - - - - - -- - - 1590 / - -- a- - -- -- '' - - z -- - - - -- -- '' -- - - -- - - - - - -- - z - - -- -- -- - - -- r / 153 - , en - -- 15�if 580 - - - - -- - -- -- -- — - - -- - Q - -- - -- - -- - - 1580 + - z Uj - - - - -- - - - 00 D.I. -- - - - - -- _WATER.. _ ►� n o C4ul 1524 - - -- - - -- - - 15 - - -- -- - - -- - - -- - - - -- - -- -- - - - -- -- - -- - - - -- -- -- - - - -- a.- - - -- - - -- .- .- 1000 1550 1 30 +00 31 +00 x -- - - -- - - - - -- �A - - -- - - -- - -- - - -- - - -- - — -- -- - - - - -- - - - -- - - - - - -- _- - - -- 0 W Ir ? REVISION A DESCRIPTION BY APPROVED __ __ -_- -_ -- LICENSED DEPARTMENT OF WATER SUPPLY -_} -- ____ -- - -- _ _ _- -- - - - -- - - ROFESSIONAL ENGINEER COUNTY OF HAWAII - - - -- -- - - ARCAD - -- - - - - -_ _ - - -- 1510 o. eslz -c � J WAII, V. . - - - - - -- - -- __ ______ — —.- PROJECT: KONA OCEAN VIEW PROPERTIESr no . me prepared &I m. a � WATER SYSTEM IMPROVEMENTS 11 - - -- OJ - - C4 - -- - - ---- 00 - -- - -- my wp�aan aee omwuetim of ua. project my observaUm N d 00 O N N O O -- - -- 1+j - - - -- -- - - - PUUKALA LOOP ROAD -- _71- -- -- - -- - - - - - -- - - - -- - - - -- Signaturo 4/30/14 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 Expiration Date of the Uc•nse JOB NO. 2008 -934 S1twr q G- / 10 G- 12.0YKi N_ O N O J_ Q W a 0 C -7 TO C- 12.DWG N D LUN 0 J Q 0 STA 2 +80.00 0 45= 16.50' LT I 1 -FH LAYOUT "B ' " " " 1 -6X6 C.I. TEE, M.J. WITH ER 1" TYPE "A" SERVICE II r �, 1X2 TYPE C SERVICE JOINT RESTRAINTS __ Ij z LATERAL FOR 1 -6 GATE VALVE, M.J. JOINT LATERAL FOR METER " 1 -6 45 HORIZ. BEND a $ METERS PER DWS STD. RESTRAINS BOX PER DWS PER DWS STD. DET. L9 1- HORIZ. THRUST BLOCK o. " " DET. L7 AND TYPE B D FHtO METER BOX (TYP. 2 LOT) 2- THRUST BLOCKS BOX (TfP. 1BL0T)SR TMK 7- 2- 09:019 8.798 Sq Ft I 1 -BLUE REFLECTIVE PAVEME T MARKER -. a o ' I 3 I I m IITI I =O n I I W TMK 7 -2- 09:020 ] K 7 -2- 09:021 TMK 7 -2- 09:022 -t TMK 7 -2- 09:023 I a u� TMK 7- 2- 08 :040^f(� a, _{ Q Z 14,535 Sq ft I t- 14,851 Sq Ft Q 15,314 Sq 3 I U 15,775 Sq Ft �] 526 Sq Ft 4d Q) I J -ro Gravel Dyvy u I a a b v I .�� a ° o m o m t c) o -3 ° _ acs l , p I T I WTI I I —.. l - -1-- _ i W-6T I I \ I ' ` yMlyAlpAmYi IRlkl i T 1 "— I � _ '/ i I lea"c xaacwrew c I I 41- ESJ(e P_mve__cn t m_ .N A r 1 I /� _ KEY PLAN I r /- / i T l I C / T +� C v I I I U ;•, ✓'• Y _ , 3 i 'KukW U7. a Ll 0 f!) L V i r A ' ~ Z I I o O� o W °� U J > m a. i xr r�i I U J TMK 7 -2- 09:026 4 13.500 Sq Ft U > I I D WK 7 -2- 09:025 13,500 Sq Ft TMK 7- 2- 09:024 15.859 Sq Ft +' t 1 i i TMK 7 -2- 08:014 -. -- \ / r 13,649 Sq Ft / Li REMOVE EXISTING FOLIAGE AS NECESSARY TO INSTALL METER BOXES TYP. (WITHIN R.O.W. ) NOTE: ALL EXISTING WATER SERVICE CONNECTIONS PLAN WATER LINE PUUKALA ROAD ARE REMAIN IN SERCE �SERVICELCONNECTIONS WATEROSYSTEM AND ITS SCALE: 1"=30' ARE ACTIVE AND OPERATIONAL. -- 16309 <- - - - -- - - -- - - 1630," - -- -- -- - -- - - -- - - - - -- - - - - - -- - - -- -- - - - - -- -- ---- - - - - -- -- — - - -- -- - COVEF 1620 -- - - - - - -- -- 16201-650 - - - - -- - - - -- -- -_ - - -_ - _- - - - --- -- -- -- ._fir-- - -_.--- � i - 1610 - - - - -- - - - - -- - -I 0 ��- -yam - -- - - -- - -- - - - -- - - - -- / ----- / / " - -- -- - - - - -_.- i - - --r - -- --- -- - ---- ---------- - _ _ _ _. _- - -.. _ __.__- - -. —. _. 16001 1 - - - - Tfi 1650 -- 0 Z - - -- — - --- - - -__.- — - -- �pV E ep REVISION DATE DESCRIPTION BY APPROVED N DEPARTMENT OF WATER SUPPLY - - - - -- '� -- - - -- -- - - - - -- _ - - - -- - - -- - - - - - -- - - -- - - -- - -- - - - -- - -- - -- - — - -- _ * RONG NSEORAL * COUNTY OF HAWAII T 1620 - - - - -- - - 1590 1640-- - o. 6812 -C ygWAII, %)-S- - -- -- -- - - - -- -- - — — -- -- - - - - -- - PROJECT: KONA OCEAN VIEW PROPERTIES s m - -- - -- -- - - - -- -- -- — - -- -- - - - - -- ,M ~k � �» WATER SYSTEM IMPROVEMENTS 12 - - - -- - 00 tiai= pol•et .M w ulwNr mr a6wrwtim 00 I N 01 to 00 - --- - -- -- .- -_ - - -- - -- PLAN AND PROFILE WATER LINE �r3rt� -� - __ -- 71 --- - -__ -_ - -- -- __ - -- - _ Signature PUUKALA LOOP ROAD ----- - - - - - -- — -- - -- - -- 31+00 32 +00 33 +00 34 +00 35 +00 4/30/14 17 Expiration Date of the License JOB NO. 2008 -934 1 SHM C -7 TO C- 12.DWG N D LUN 0 J Q 0 C- 13.DWG C4 0 CV _o J 0 o rye NOTE: SEE SHEET 8 FOR ' PUUKALA ROAD I 'r�•� %� OO ,' WATER SYSTEM TMK 11 i � OOI �o Y� `` ' - A% ` °; �`� "sue, ' � T` -' `fl1r TMK 7- 2- 08:026 I ��♦ / ,� a I 11.732 Sq Ft C c 1 O I 1 QQ nf�` TMK 7 -2- 08:027 I ` 10,749 - \ ana 00'�t � � 0 Ch OKY. n I ' i a e e e 1 0 00 ' ------- o g 0 ° o ROAD "B" (30 FT ROW) Rock all __ -- ------ - - - --- - ---�A/Ire -P r5ce Wire 1 0 +00 - I �'0 $ — -- B 1+00 � ,9s7 — —�-- — — _ 2 $00 zw.,, — ck all `_ -t 1 °--- - - - - -' - --------------- v C.L. Fence ;, ' Rock Wall 0 0 o Rock Woll & Wood ence I it 00 9 o ' `g o = rtC c I i t ' a lD 1 ti I m TMK 7 -2- 08:029 I TMK 7 -2- 08:030 _ � p a 10,000 Sq Ft rn 10,000 Sq Ft to TMK 7 -2- 08:028 r i Gravel Dw�?347 Sq Ft 1 Xi" TYPE "C" SERVICE STA 1+50.00 1,\ m1 ,o :. k Wall ' LATERAL FOR "METERS' 1 -1 ARV UNIT AND BOXI I �, 4.18 I PER DWS STD. DET. L7 I PER DWS STD DET V1 AND TYPE B METER BOX (TYP. 2 LOT) PLAN WATER LINE ROAD "B" SCALE: 1"=30' ' I TMK 7- 2- 08:025 11,351 Sq Ft I I I O = n c a ' " ' `� A ___ ----------- rra ------ `'_ B 4,,,0 _H w _, pte3'� — —S — 3 +1� __-- - -. n' o , ' 1< Rock Wall & _ ( Wood Fence c I I TMK 7 -2- 08:031 N 9,302 Sq Ft I I 1 —FH LAYOUT "B" 1 -6X6 C.I. TEE, M.J. WITH JOINT RESTRAINTS 1 -6" GATE VALVE, M.J. AND BOX JOINT RESTRAINTS PER DWS STD DET FH2 AND FH10 I 2— THRUST BLOCKS 1 —BLUE REFLECTIVE PAVEMENT MARKER 1 TMK .676 Sq :024 12,678 Sq Ft I 1" TYPE "A" SERVICE LATERAL FOR 5/8" METER PER DWS STD. DET L9 AND TYPE "B" METER BOXI TYp 11 LOT) ( T 1 Rock Wall & Conc. Walk 1 — — 0 1 \ 0 TMK 7- 2- 08:032 1 n,oe3 Sq Ft I I 1 I I 1 i 1 I I ORTN Z4tUE N X30 gCP�'� 1 -2 CLEANOUT AND 6" C.I. CAP, TAPPED 2" I.P.T. PER DWS STD DET V20 1— CONCRETE BLOCK _® 1— - ' t I II � ' n ; KEY PLAN LAN— NOTE: ALL EXISTING WATER SERVICE CONNECTIONS ARE TO REMAIN IN SERVICE UNTIL THE NEW WATER SYSTEM AND ITS SERVICE CONNECTIONS ARE ACTIVE AND OPERATIONAL. 1820 1810 — -- 1800 r �15­110 0.1 WATER LINE In En 8 1790 1780 GV E 6(�A LICENSED RENGIN ER * ENGINEER o. 6812 -c ygWAll, 1%0a,P 7M eal r� papered by s or uxir � WW a t& wN M "idar ery aEarvalke REVISION DATE DESCRIPTION SY APPROVED » M i ROAD DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII " — " PROJECT: KONA OCEAN VIEW PROPERTIES WATER SYSTEM IMPROVEMENTS sw 13 of 9m - CID - -- to 1* Go M 00 to PLAN ROAD JOB NO. AND PROFILE WATER LINE "B" 2008 -934 co an Go 0-0- CO- Go � � Signahire 4 /W/14 4/30/14 Expkotim Date of the �m 0 +00 1 +00 2 +00 3 +00 C- 13.DWG C4 0 CV _o J 0 VARIES 3 PAVED SHOULDER UNPAVED TYP. UNPAVED SECTION TYP. PAVEMENT SECTION o OR TRAVELED WAY SHOULDER NOTES: OR SHOULDER RESURFACE EXISTING ROADWAY j SAW CUT PRIOR TO TRENCHING A., 1 WHENEVER THE EXISTING PAVED AS REQUIRED MATCH EXISTING SHOULDER AND OR TRAVEL LANE(S) ARE SAWCUT &TACK SAW CUT &TACK COAT 3' -0" MIN. TRENCH WIDTH 6" MI . CONDITIONS, MIN. DISTURBED OR DAMAGED N ANY WAY, COAT PRIOR TO PRIOR TO RESURFACING 12" TRENCH WIDTH 2 1 /2" A.C. MIX. IV GROUND K PAVING EXISTING PAVEMENT CUTBACK HOULDEREA D WIDTH /OROTRAVEL LA E(S) EXIST. A.C. SHALL BE RECONSTRUCTED PER THE ROADWAY RESTORE SURFACE TO —2x SLOPE — DETAIL ON THE LEFT. � ORIGINAL CONDITIONS Y A C. PAVEMENT MIX 4 ---- '--- - -- --- ;� 2 MAKE 12 CUT BACK BEYOND THE EDGE OF TRAVEL LANE (WHITE LINE) AND /OR " " 4 BASE COURSE 8 ASPHALT CONCRETE \\ THE CENTERLINE STRIP (YELLOW STRIPE) 6" BASE COURSE WITH BASE COURSE " " " " ;;;;;;;;;;; % %% w PRIOR TO THE PLACEMENT OF A.C. THE OIL TREATMENT OR 6" j\ \r 6" SUBBASE COURSE "' > CONTRACTOR SHALL REPLACE THE WHITE MIN. THK. TOP SOIL /\ " "" O WITH GRASSING IN %\ \ " "'������ � %' � STRIPE AND /OR YELLOW STRIP WITH r / /\ CONTINUOUS BLUE EXISTING GRASS AREAS r\ \\ WARNING TAPE ABOVE 12 AGGREGATE SUBBASE COURSE " "' MATERIAL AND SIZE MATCHING THE o,,,,, WATERLINE EXISTING STRIPE AT BOTH ENDS OF THE 12 %\ / Z VARIES "" " °' CONSTRUCTION AREA. TRENCH BACKFILL SELECT TRENCH BACKFILL MATERIAL "B" w w MATERIAL, DIVISION 200, / CONTINUOUS BLUE WARNING TAPE ABOVE \ SECTION 209.04 WATERLINE TRENCH BACKFILL MATERIAL "A" ° //\ \ PIPE WATER SERVICE LATERAL CUSHION 6" FOR 12" 0 PIPE—, AND SMALLER \\ -- MATERIAL \ 12 FOR 16 0 PIPE AND LARGER 6 BED COURSE � w D_ COMPACTED PIPE NOTES: a CUSHION PER WATER CS x °� /\ SYSTEM STANDARDS 6" BED COURSE d % DIVISION O /j �< 1 WHERE UTILITIES ARE WITHIN THE WATER TABLE, USE SIZE #67(AASHTO M43) 2 FOR ALL OTHER AREAS, BED COURSE MATERIAL SHALL BE TRENCH BACKFILL MATERIAL "A ". TRENCH BACKFILL MATERIAL "A" 1 SAND EQUIVALENT (S.E.) Z 20 2 8" MAXIMUM LIFTS NOTES: 3 95% COMPACTION 1 FOR TRENCH WIDTH SEE TABLE 300 -1, PAGE B WHERE AN EXISTING DRIVEWAY IS PAVED, TRENCH BACKFILL MATERIAL "B" 302 -3, WATER SYSTEM THE DRIVEWAY SHALL BE RESTORED TO 1 S.E. MUST NOT BE LESS THAN THE AREA BEING FILLED AND IN NO CASE STANDARDS DATED 2002 A CONDITION EQUAL TO OR BETTER THAN SHALL THE S.E. BE <2 REGARDLESS OF WHERE IT IS USED. THE EXISTING DRIVEWAY. 2 8" MAXIMUM LIFTS 2 LOCAL MATERIAL MAY BE USED OUTSIDE 3 95% COMPACTION SHOULDER AREA C WHERE EXISTING DRIVEWAY IS PAVED, THE SUBBASE COURSE DRIVEWAY SHALL BE RESTORED AS SHOWN 1 S.E. Z 25 3 FOR MINIMUM WATER MAIN COVER SEE TABLE ABOVE 2 8" MAXIMUM LIFTS 100 -3, PAGE 102.4 WATER SYSTEM 3 957o COMPACTION STANDARDS DATED 2002 D CONTRACTOR SHALL NOTIFY THE OWNER WATER SERVICE LATERAL CUSHION MATERIAL OF THE DRIVEWAY 48 HOURS BEFORE THE 1 PROVIDE 6" MINIMUM CUSHION MATERIAL AROUND WATER SERVICE LATERALS 4 DRIVEWAY RESTORATION COMENCEMENT OF ANY WORK. 2 CUSHION MATERIAL SHALL BE NO. 4 SAND OR OTHER MATERIAL APPROVED A WHERE EXISTING DRIVEWAY IS CONCTRETE, BY THE COUNTY OF HAWAII, DEPARTMENT OF WATER SUPPLY. 4" THICK CONCRETE REINFORCED WITH 6X6X10/10 WWM ON 4" BASE COURSE SHALL BE USED IN LIEU OF THE ABOVE SECTION REPAIR DETAIL N.T.S. gY E BVA REVISION DATE I DESCRIPTION I BY I APPROV LICENSED DEPARTMENT OF WATER SUPPLY * RAL ENGINEER * ENGINEER COUNTY OF HAWAII o. 6812 -C ygWAII, OgP PROJECT: KONA OCEAN VIEW PROPERTIES 3w ,M "«* -e r cU � vas my eupsrwtlon and car en tlir WATER SYSTEM IMPROVEMENTS 15 obs U v�l� .w bs under nq absrvotlm TRENCH AND PAVEMENT l� of Signature REPAIR DETAILS 4/30/14 17 E*rotion Date of the License .InR Nn gnnR —a'a aeerm �nr� DETAIL CONC. j_;jIW- BELOW • �I� �i ■III �J RM3 ARKERS FLEXI LE (TYP.) EDE OF PAVEMENT 3' -0" N.T.S. FLOW - - J— - CONC. BLOCK a u_ 0 f= J 12" 50 -0" 12" NJ C41 11 E" N.T.S. A.C. PAVEMENT PLAN 2" & 4" PRESSURE REDUCING SCALE: 3/4" = I PRESSURE 0" "DTD" STYLE HEAVY DUTY 607X 68" ALUMINUM HATCH, MANUFACTURED FINISH GRADE MATCH BY SYRACUSE CASTING SALES CORP. TO EXISTING SLOPES OR APPROVED EQUAL. INSTALLATION NOT TO EXCEED 2% SHALL BE IN ACCORDANCE WITH 8" HOLLOW TILE, - (GROUT ALL CELLS) COMPACTED - BASE COURSE O.W. LINE T PROVIDE RUNGS ON TWO SIDES, DWS STD. DET. MH 14 CONC. BLOCK : of ►r I a 0 - FLOW CONC. BLOCK STANDARD VALVE BOX FRAME AND COVER 2" A.C. OVER 4" BASE 3' -0" X 3' -0" CONC. SLAB ELEVATION ASHCROFT 1009, LIQUID FILLED PRESSURE GAUGE, TYPE i UPSTREAM: 0 to 300 PSI DOWNSTREAM: 0 to 100 PSI CLA -VAL 5" SNUBBER " 1/4 PET COCK, UNION, 2" PRESSURE GAUGE SCALE: NTS BRASS 1/4" 90' BRASS ELBOW 1/4- BRASS PIPE 1/4" 90' BRASS ELBOW DETAIL "B" NOTE: OUTLET TO 5/8" METER BOX & COVER W/2 90- COPPER ELBOWS. (SEE PLAN ABOVE.) DETAIL "A" NOTE: HATCH SHALL BE "DTD" STYLE AS MANUFACTURED BY SYRACUSE CASTING SALES CORP., OR APPROVED EQUAL INSTALLATION SHALL BE ACCORDANCE WITH MANUFACTURES REQUIREMENTS. " ~m'" r-- a or— &s wi m..ne�i w�" "DTD" STYLE HEAVY DUTY 60"X 68" ALUMINUM HATCH, MANUFACTURED BY SYRACUSE CASTING SALES CORP. OR APPROVED EQUAL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURES REQUIREMENTS. (SEE COVER PLAN) S o a a ,-I 1'v ° ° 1 " DRAIN HOLES AT — CORNERS INTO MANHOLE 10"X12" CONC. CAP �:�i1�4�4: ■ 8m HOLLOW TILE (GROUT ALL CELLS) 6" gl I J57 COARSE AGGREGATE • 1 • #4 rho #4 BARS 16" O.C. 1 4" PRESSURE REDUCING & SUSTAINING VALVE, FE, CLAYTON J92 -01(G ) BCS, KC 2 ROCKWELL FLANGE COUPLING ADAPTER, J912- 048004 -000 W /STAINLESS STEEL OR SILICON BRONZE NUTS & BOLTS 3 4w ADAPTER, P.E. X F.E., 60 LONG 4 4 D.I. PIPE, 60m LONG 5 4" GATE VALVE, M.J., W RETAINER GLANDS & W/VALVE BOX & COVER 6"X4" D.I. REDUCER, M.J., S.E.P.E. W /RETAINER GLANDS 7 6" — a�C SEE • BELOW Ilr��l© • J� G 8 6" D.I. PIPE, CUT TO FIT. 9 1 COMBINATION AIR RELIEF VALVE UNIT & BOX. SEE STD. DET. V1 10 20 PRESSURE REDUCING & SUSTAINING VALVE, SCRD, CLAYTON #92-01(G) BCS, KC 11 2 BRASS CLOSE NIPPLE 12 2 BRASS METER FLANGE, FORD NO. CF 31 -77 li 2" NJ C41 11 E" N.T.S. A.C. PAVEMENT PLAN 2" & 4" PRESSURE REDUCING SCALE: 3/4" = I PRESSURE 0" "DTD" STYLE HEAVY DUTY 607X 68" ALUMINUM HATCH, MANUFACTURED FINISH GRADE MATCH BY SYRACUSE CASTING SALES CORP. TO EXISTING SLOPES OR APPROVED EQUAL. INSTALLATION NOT TO EXCEED 2% SHALL BE IN ACCORDANCE WITH 8" HOLLOW TILE, - (GROUT ALL CELLS) COMPACTED - BASE COURSE O.W. LINE T PROVIDE RUNGS ON TWO SIDES, DWS STD. DET. MH 14 CONC. BLOCK : of ►r I a 0 - FLOW CONC. BLOCK STANDARD VALVE BOX FRAME AND COVER 2" A.C. OVER 4" BASE 3' -0" X 3' -0" CONC. SLAB ELEVATION ASHCROFT 1009, LIQUID FILLED PRESSURE GAUGE, TYPE i UPSTREAM: 0 to 300 PSI DOWNSTREAM: 0 to 100 PSI CLA -VAL 5" SNUBBER " 1/4 PET COCK, UNION, 2" PRESSURE GAUGE SCALE: NTS BRASS 1/4" 90' BRASS ELBOW 1/4- BRASS PIPE 1/4" 90' BRASS ELBOW DETAIL "B" NOTE: OUTLET TO 5/8" METER BOX & COVER W/2 90- COPPER ELBOWS. (SEE PLAN ABOVE.) DETAIL "A" NOTE: HATCH SHALL BE "DTD" STYLE AS MANUFACTURED BY SYRACUSE CASTING SALES CORP., OR APPROVED EQUAL INSTALLATION SHALL BE ACCORDANCE WITH MANUFACTURES REQUIREMENTS. " ~m'" r-- a or— &s wi m..ne�i w�" "DTD" STYLE HEAVY DUTY 60"X 68" ALUMINUM HATCH, MANUFACTURED BY SYRACUSE CASTING SALES CORP. OR APPROVED EQUAL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURES REQUIREMENTS. (SEE COVER PLAN) S o a a ,-I 1'v ° ° 1 " DRAIN HOLES AT — CORNERS INTO MANHOLE 10"X12" CONC. CAP �:�i1�4�4: ■ 8m HOLLOW TILE (GROUT ALL CELLS) 6" gl I J57 COARSE AGGREGATE • 1 • #4 BARS #4 BARS 16" O.C. TYPICAL BOX SECTION SCALE. 1 1/2" = 1' -0" v ° NOTES: 1. CLAYTON VALVES SHALL BE EQUIPPED WITH EPDXY COATING INTERNALLY AND EXTERNALLY AND WITH VALVE POSITION INDICATORS. (X101) 2. PRESSURE REDUCER SETTINGS: 4 "= 50 P.S.I. 2 "= P.S.I. 3. CRD RANGE. 15 TO 75 P.S.I. CRL RANGE 20 TO 200 P.S.I. SIDEWALK �Gr E BV LICENSED * ROFESSIONAL ENGINEER o. 6812 —C ygwAll, uSP TM work was prepared by or under �� Signature 4/30/14 Expiration Dote of the license REVISION DATE I DESCRIPTION I BY APPROVED DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII c Sf#ET PROJECT: KONA OCEAN VIEW PROPERTIES c WATER SYSTEM IMPROVEMENTS 16 2" AND 4" PRESSURE of a REDUCING VALVE UNIT ` 7 JOB NO. 2008 -934 MATERIAL SCHEDULE DESCRIPTION 1 4" PRESSURE REDUCING & SUSTAINING VALVE, FE, CLAYTON J92 -01(G ) BCS, KC 2 ROCKWELL FLANGE COUPLING ADAPTER, J912- 048004 -000 W /STAINLESS STEEL OR SILICON BRONZE NUTS & BOLTS 3 4w ADAPTER, P.E. X F.E., 60 LONG 4 4 D.I. PIPE, 60m LONG 5 4" GATE VALVE, M.J., W RETAINER GLANDS & W/VALVE BOX & COVER 6"X4" D.I. REDUCER, M.J., S.E.P.E. W /RETAINER GLANDS 7 6" 90' D.I. BEND, M.J., RETAINER GLANDS & CONC. BLOCK 8 6" D.I. PIPE, CUT TO FIT. 9 1 COMBINATION AIR RELIEF VALVE UNIT & BOX. SEE STD. DET. V1 10 20 PRESSURE REDUCING & SUSTAINING VALVE, SCRD, CLAYTON #92-01(G) BCS, KC 11 2 BRASS CLOSE NIPPLE 12 2 BRASS METER FLANGE, FORD NO. CF 31 -77 13 2" FORD LOCK PACK NO. CF. 35 -77 14 2" COPPER PIPE 7" LONG. PROVIDE CLEARANCE FOR ADJUSTMENT. 15 2" MALE ADAPTER, C -F 16 2" X 2" BRASS BUSHING 17 2" BALL VALVE, SCREWED 18 2" MALE ADAPTER, C -F 19 2" COPPER PIPE, CUT TO FIT 20 2" FEMALE ADAPTER, C -F 21 2" X 2" CORP. STOP 22 6 X 2w DOUBLE STRAP SERVICE SADDLE 23 2" 90' COPPER ELBOW 24 2" PRESSURE RELIEF VALVE, CLAYTON #500 -01, B (2), KG, KC, RANGE 20 -200 26 2" BRASS STREET ELBOW 27 2"X2-X1" BRASS TEE W In HOSE BIB 28 1 1/2" X 2" CORP. STOP 29 4" X 1 1/2- DOUBLE STRAP SERVICE SADDLE 30 2" COPPER ELBOW, C -C 31 2" COPPER PIPE, CUT TO FIT 32 In AIR VALVE UNIT 33 8" GATE VALVE, M.J., W /RETAINER GLANDS & W/VALVE BOX & COVER 34 8" X 6" D.I. TEE, M.J. W/ RETAINER GLAND & CONC. BLOCK NOTES: 1. CLAYTON VALVES SHALL BE EQUIPPED WITH EPDXY COATING INTERNALLY AND EXTERNALLY AND WITH VALVE POSITION INDICATORS. (X101) 2. PRESSURE REDUCER SETTINGS: 4 "= 50 P.S.I. 2 "= P.S.I. 3. CRD RANGE. 15 TO 75 P.S.I. CRL RANGE 20 TO 200 P.S.I. SIDEWALK �Gr E BV LICENSED * ROFESSIONAL ENGINEER o. 6812 —C ygwAll, uSP TM work was prepared by or under �� Signature 4/30/14 Expiration Dote of the license REVISION DATE I DESCRIPTION I BY APPROVED DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII c Sf#ET PROJECT: KONA OCEAN VIEW PROPERTIES c WATER SYSTEM IMPROVEMENTS 16 2" AND 4" PRESSURE of a REDUCING VALVE UNIT ` 7 JOB NO. 2008 -934 -7r BEGIN SHOULDER PAVEMENT, AND WATER LINE IMPROVEMENTS Elect' TMK 7- 2- 08:039 PORTION OF GRANT 3968 2950 A" -i w m D0 < O 00 W ° �µ --- - - - - -- -- J ` 1 w (i; TMK 7 -2- 06:038 {. 8,797 Sq Ft c _ ` — C NO PLACE SAND BAGS DOWNSLOPE OF ALL DISTURBED AREAS. HEIGHT OF SAND BAGS AT TOP OF SLOPE MUST BE 4 INCHES MAX. SILT FENCE MAY BE USED IN LIEU OF SAND BAGS AT TOE OF SLOPE. AVOID DISTURBING EXISTING VEGETATION TO THE EXTENT PRACTICAL (TYP.). SEE SAND BAG BARRIER DETAIL THIS SHEET.. 1 I 1 1 TMK 7- 2- 08:037 \ I8.648 Sq R _. 1 1< 1 I D ' o 1 aOa IoM vaoa �ay_aan - - - I II I 1 1 O i O TMK 7 -2 -0&036 I \ I Z 8,484 Sq Ft S Y C 1 X 1 < t D I I Cp O c , TEMPORARY EROSION CONTROL FOR ALL DISTURBED SLOPE AREAS IS TO CONSIST OF SEEDING WITH ANNUAL RYEGRASS. PERMANENT EROSION CONTROL IS TO CONSIST OF RE- VEGETATION OF ALL DISTURBED SLOPE AREAS TO MATCH EXISTING PLANTINGS (TYP.). SANDBAGS AND /OR SILT FENCE ARE TO REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED (TYP.). I I 1 ' 7- 2- 08:035 8,377 Sq Ft TMK 7- 2- 08:034 I 8.331 Sq Fl I ' 1 \ II ' X O I X X 13 G S Q � N n ^ Q) p O CD TMK 7- 2- 08:033 6,432 Sq Ft I EXISTING 4" WHITE EP STRIPE WITH TYPE C RPM ® 40' O.C. _I 1 � 1 PAVEMENT O `_' EXISTING DOUBLE Q O s YELLOW CENTER LINE C) C , STRIPE WITH TYPE "D" r.- �_ o = RMP ® 20' O.C. PVC Water /•. V — - U later - - - -- c) - - - --7850 w 6uldia }S }uauwa +nod 00 00 nuf 224 +00 200 �_ �6t100$t "- -- �- TO KAILUA - _- 4 =� _ mco - - — U�1++ f -F 227+00 - - -__ - - -_ - - `/ AW CUT EXISTING AC PER �uawan0Ci a6 — — -- 3 I = DETAILS ON SHEET 3 AND 15 00 co — �� HAWAII BELT R0 CD un . ��°°°� c � MAMALAHOA HIGHWAY u cncn =�-- -- v ­-00 ±STA 224+52.46 TO STA 227+84.! a N 3 PROVIDE FULL WIDTH SHOULDER + RECONSTRUCTION, FOR DETAILS SEE CA SHT. 3 IN SHOULDER UNPAVED PAVED SHOULDER 4" MAX. NOTE: SILT FENCE MAY BE USED IN LIEU OF SAND BAG BARRIER AT TOE OF SLOPE. (SEE SILT FENCE DETAIL ON SHEET 6.) SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL ENTIRE DISTURBED AREA HAS BEEN STABILIZED WITH PAVING OR PERMANENT VEGETATION. CONTRACTOR IS TO REMOVE BARRIERS ONCE AREA IS STABLE. SCALE: 1"=30' FILL SLOPE PLACE SAND BAG BARRIER AT TOP OF SLOPE FOR THE ENTIRE LENGTH OF DISTURBED AREA (INCLUDING DRIVEWAYS). PLACE BAGS TIGHTLY AND OVERLAP SO THAT NO GAPS ARE EVIDENT IN ORDER TO RETAIN SEDIMENT. PLACE SAND BAG BARRIER AT TOE OF SLOPE ALONG ENTIRE LENGTH OF DISTURBED SLOPE AREA (WATER LATERAL LOCATIONS). PLACE BAGS TIGHTLY AND OVERLAP WITH NO GAPS EVIDENT IN ORDER TO RETAIN SEDIMENT. FILL SLOPE STATE R.O.W. I STATE R.O.W. I I -- - - - - -- - - - - -- - - - - -- - -- -. Guard Rail _.28 +00 � TO WAIMEA F.A.P. NO F -10 (5) TEMPORARY EROSION CONTROL FOR DRIVEWAY AREAS IS TO CONSIST OF TRENCH BACKFILL AND COLD PATCH MID.). LEGEND o DCXDC) SAND BAG SEDIMENT BARRIER MAINS KEY PLAN NOTES: 1 ALL CONSULTANTS INVOLVED WITH ANY STATE CONSTRUCTION PROJECT OR PERMIT PROJECT WITHIN THE STATE HIGHWAYS RIGHT -OF -WAY ARE REQUIRED TO OBTAIN AND HAVE A COPY OF THE HAWAPI DEPARTMENT OF TRANSPORTATION, HIGHWAYS DIVISION " CONSTRUTION BEST MANAGEMENT PRACTICES FIELD MANUAL" AND "RULES RELATING TO SOIL EROSION STANDARDS AND GUIDELINES" OF THE CITY AND COUNTY OF HONOLULU. THE HAWAII DEPARTMENT OF TRANSPORTATION, HIGHWAYS DIVISION "CONSTRUCTION BEST MAGAGEMENT PRACTICES FIELD MANUAL" CAN BE DOWNLOADED FROM THE WEB SITE AT "httR //`­www.stormwaterhawaii.com/recources . 2 THE CONTRACTOR SHALL MAINTAIN ALL TEMPORARY BMP MEASURES UNTIL THE ENTIRE AREA IS COMPLETELY STABILIZED. ALL BMP MEASURES SHALL BE REMOVED IMMEDIATELY AFTER THE AREA IS COMPLETELY STABILIZED. 3 ALL TRENCHING WITHIN PAVED AREAS (INCLUDING DRIVEWAYS) SHALL BE BACKFILLED, COMPACTED AND STABILIZED WITH COLD MIX DURING NON -WORK HOURS. 4 SILT FENCE AND /OR SAND BAGS SHALL BE LOCATED DOWNSTREAM OF THE WORK AREA AND SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION OF THE AREA IS COMPLETE. SILT FENCES AND /OR SANDBAGS SHALL BE LOCATED SO AS NOT TO CREATE A CLEAR ZONE HAZARD. ,C,v E a LICENSED * ROFESSIONAL ENGINEER o. 6812 -C ygwAll, vgP TM r k . ppomd by mo w wMw my wupwvidon aid molrucUm of We project wM M.9y8/ J uu w —Mw my otnw8on e, Signature t 4/30/14 Expiration Date of the Licmw REVISION DATE I DESCRIPTION I BY I APPROV DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAII PROJECT: KONA OCEAN VIEW PROPERTIES WATER SYSTEM IMPROVEMENTS 17 BMP PLAN MAMALAHOA HIGHWAY OF (STATE ROW) JOB NO. 2008 -934 SHNIIN