Laserfiche WebLink
A2 <br />INTERCEPTOR SEWER <br />"A" EXISTING SMH-3A ILAJ <br />6+74 SL -A=31+34.76 <br />RD. INV.=24.4 I I I ` w I <br />C, <br />STA. 1+78 SMH #3A PER <br />SOH STD. DET. NO. S-13 <br />RIM EL - =4&5 <br />INV=43.80 IN <br />T <br />\ NOTE: <br />8" SEWER TO BE DEDICATED <br />\ <br />TO THE COUNTY OF HAWAII <br />(� CONIC. JACKET 8" Si <br />jy \ PER STD. DET. S-5 <br />\ <br />I - I INV -43.70 OU 8" P.V,C. SDR -26 <br />8" P.V.C. SDR -26 I J ARCHEOLOGICAL F\ <br />53 LF CSD 6.98% i I `Z I _ <br />r <br />BUFFER ZONE 77 LF @I 9.61 % <br />CHAIN <br />Q7-5-18:19 LATE \ <br />> EXISTING 8" SEWER � � � �� I ti I I ., � � t <br />EXISTING 2-14„ <br />MAIN <br />7 1- <br />S' 33 SMM2 ' - \ \ <br /># " P.V C. SDR 26 \ <br />PEt CON `TD. T. 125 LF� 9.76% <br />NO. S-15 P. C. R- 6 \ <br />` RIM EL=36 LF L <br />INV431.50 11�5 STA. 2+55 SMH�38 PER I <br />INU= 26.50 Ol{7 COH VD. NM EL.=556�IyT. NO S-13 <br />STA. 0+00 Sh #1 �\ INV=51.20 OUT til <br />„PER COH STD. DET. 1 <br />110.\$- 13 Q7- -18:08 <br />RIM LL.= 29.5 <br />INV=22.73± <br />-- <br />1WNCH <br />win <br />Y <br />AP HOOK <br />24' <br />4' <br />Its <br />f AND 1"DIA. <br />CHAIN <br />NOTE: <br />24 <br />4 <br />12 <br />!)CONTRACTOR TO <br />VERIFY LOCATION <br />POST CAP <br />AND ELEVATION <br />OF EXISTING <br />I 20'-0" <br />I <br />UTIUTIES PRIOR <br />TO CONSTRUCTION. <br />%(� CzosveE <br />ON 4141 7 <br />R.} <br />U -BOLT <br />WELDEDQ) <br />1j" O.D. PIPE <br />1 <br />TO POST <br />(2.72 LB. /FT.) <br />Gt *04 fes. k!/u <br />/tjv7 8 Gor.t c ut Nl • "' <br />CONC. FOOTING- <br />0 <br />CLASS "B" CONC., <br />1 <br />N <br />NEAT EXCAVATION <br />GATE DETAIL <br />DIA. <br />N.T.S. <br />AFTER SEWER INSTALLA <br />1A REPAIR G.R.P. SLOPE <br />STABILIZATION. <br />EXISTING 6" <br />EXISTING 8" <br />Al GRADING NO _. . <br />1. ALL GRADING WORK SHALL CONFORM TO CHAPTER 10 OF THE HAWAII COUNTY CODE. SHOULD A GRADING PERMIT BE REQUIRED, NO WORK <br />SHALL COMMENCE UNTIL THE DEPARTMENT OF PUBUC WORKS (DPW) APPROVES A GRADING PERMIT. <br />2. THE CONTRACTOR SHAD. REMOVE ALL SILT AND DEBRIS DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS RESULTING FROM <br />HIS WORK. THE COSTS INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE DPW SHALL BE PAYABLE BY THE CONTRACTOR. <br />3. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREAS FREE FROM DUST NUISANCES. THE WORK <br />SHALL BE IN CONFORMANCE NTH THE AIR POLLUTION CONTROL RULES OF THE STATE DEPARTMENT OF HEALTH, HAR 11-60.1• FUGITIVE DUST. <br />4. ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE HAWAII ADMINISTRATIVE RULES, V <br />TITLE 11, CHAPTER 55, WATER POLLUTION CONTROL AND CHAPTER 54, WATER QUALITY STANDARDS, AND TO THE EROSION AND SEDIMENTATION 1 <br />CONTROL STANDARDS AND GUIDELINES OF THE DEPARTMENT OF PUBLIC WORKS, COUNTY OF HAWAII. <br />5. THE CONTRACTOR SHAD. SOD OR PLANT ALL SLOPES AND EXPOSED AREAS IMMEDIATELY AFTER THE GRADING WORK HAS BEEN COMPLETED. t <br />6. FILLS ON SLOPES STEEPER THAN 5:1 SHALL BE KEYED. ' <br />7. THE CONTRACTOR SHALL INFORM THE DPW OF THE LOCATION OF THE DISPOSAL AND/OR BORROW SITE(S) REQUIRED FOR THIS PROJECT WHEN <br />AN APPLICATION FOR A GRADING PERMIT IS MADE. THE DISPOSAL AND/OR BORROW SITE(S) MUST ALSO FULFILL THE REQUIREMENTS OF THE <br />GRADING ORDINANCE. <br />8. NO GRADING WORK SHAD. BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS ANYTIME WITHOUT PRIOR APPROVAL FROM THE DEPARTMENT OF <br />PUBLIC WORKS. GRADING WORK ON NORMAL WORKING DAYS SHALL BE BETWEEN THE HOURS OF 7:00 A.M. TO 3:30 P.M. <br />9. FILLS SHAD. BE COMPACTED TO 90 PERCENT (90%) OF MAXIMUM DEt(JITY PER ASTM D-1557 TESL ` <br />10. THE CONTRACTOR SHALL REMOVE ALL VEGETATION BEFORE PLACING F4S ON NATURAL GROUND SURFACE. <br />ro BENCHMARK: <br />Q a 4345.51 Ft. South <br />2735.38 Ft. East <br />Ref.• "NORTH MERIDIAN" t <br />STA. 3+25 SMH #3C I 1 <br />PER COH STD. DET. <br />NO. S-15 <br />RM 41-.=59.6 <br />INV-521fl&1T � � a7-5-18:12/,� EARTHWORK QUANTITIES <br />L� 1 EXCAVATION: 170 CY <br />-7-7 � <br />PRIVATE 8 SEVERy <br />V / I 1&7 -�-18:95 <br />R VARIES (20'-47') <br />PLAN EX. SWR. EASEMENT! <br />0 44 as VARIES <br />(4' min.) <br />SCALE: 1" = 40' <br />I <br />I VARIES (0.6' min.) <br />1 I <br />I <br />EX. 14" FORCE I <br />MAIN SEWER I <br />I <br />TYPICAL SECTION <br />N.T.S. PROJECT SITE-�, <br />PROFILE <br />SCALE: HORIZ. 1"=40' <br />VERT. 1"=8' <br />T'1 <br />NEW 8" SEWER „0o. <br />r <br />22.80 IN /--MANHOLE #1 <br />22.76± IN 22.70± *OUT <br />FLOW FLOW <br />EX. 8" SEWER-/ \ \ / // '--EX. 8" SEWER <br />A CHANNTLIZATION DETAIL <br />N.T.S. I <br />ao.°M t err <br />MJn. <br />n grassed <br />-Ac <br />9w <br />PIPE <br />SIZE <br />1WNCH <br />win <br />Y <br />C <br />24' <br />4' <br />Its <br />24 <br />4' <br />10' <br />24 <br />4 <br />12 <br />- <br />(rION <br />KEALAKEK A ' <br />BAY \� <br />T <br />I' <br />HOOPULI <br />MILOt II <br />1 <br />o `$ <br />_ `VAA <br />Q <br />Y <br />9�1A <br />- a <br />w - <br />PROPOSED <br />8" SEWER "o <br />TL <br />6�GT'IUM SY <br />VICINITY MAP <br />SCALE.- 1 INCH a $00 FEET <br />`w <br />'! <br />SOUTH P1311 �,T <br />ISLAND QT HAWAII <br />f�fzr �xx,�%7% t�/asf�u«•f�,P- Div iagr�` <br />1_ 071w, 67441 /qOf �wc,,,' SHEET INDEX <br />so Mk bbtbodr Ip <br />Doo <br />E>Aiat&tg A.G roadway <br />pavement Mbf IV <br />Baer t:OlHw <br />S1ft= t (COMPACTION 95%) <br />tatds wFowted U*Wida <br />M Spm) <br />em cam <br />Is <br />Diw b0*M :ms <br />fim. <br />1. t>oterrrmt stnrctum kchl ' ILC. pavw mt <br />tree coxes, awl SOM bs eamt to <br />of bear tbm exift In Npaftty and tbidu = <br />TYPICAL TRENCH SECT OWN <br />Not to Scde <br />r-7 7 <br />E-ij <br />liars Coanro <br />Oat to roquhd <br />Cyn <br />L J MIG J �! <br />SHEET <br />1 <br />SEWER <br />PLAN <br />SHEET <br />2 <br />NOTE <br />SHEET <br />APPROVAL: <br />�-� <br />44( <br />PETER BOUCHER, WASTEWATER DIVISION CHIEF, DATE <br />COUNTY OF HAWAII <br />1515 - <br />DIRECTOR, DEPARTMENT OF ENVIRONMENTAL DATE <br />MANAGEMENT, COUNTY OF HAWAII <br />" <br />TZ, a <br />`DIRE DEPARTMENT OF PLANNING, 6ATE <br />CO OF HAWAII <br />41419 -j4- <br />,X� DTRECTOR, DEPARTMENT OF PUBLIC WORKS, <br />COUNTY OF HAWAII <br />MY <br />Generol Notes <br />FLeMv X� <br />LICENSED <br />PROFESSIONAL <br />NtK ENGINEER . <br />No. 2308-C <br />THIS WORK WAS PREPARED BY <br />ME OR UNDER MY SUPERVISION AND <br />CONSTRUCTION OF THIS PROJECT <br />WILL BE UNDER MY <br />OBSERVATION. <br />TT T <br />EXPIRES: 4/30/04 <br />Revision/Issue (Dote <br />I, - <br />ran None and Address <br />LEO FL MM CE. <br />PC? WX M <br />KALUA-Kti N& HAWAII <br />96740 <br />Nome and Address <br />WALUA RD./ALIT DR� <br />SEWER PLAN <br />roI•eI - Shoot <br />Date 1 <br />MAR, 15, 2004 aI <br />a,e 2 <br />1 "=4O' <br />