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Home My WebLink AboutHoonah Marine Industrial Center Phase I 2006adustrialCenter\Drawings\100%\1.01.dwg,8/15/200610:07:56AM,1:2N:\05:00\052038.01HoonaloF SOUTHEASALASKA HOONAH CITY OF HOONAH,ALASKA MARINE INDUSTRIAL CENTER PHASE | 2006 EDA PROJECT NO.07 0105599 a)|£16 6s 208 anthy|43)i 35- PROJECT SCHEDULE ') DESCRIPTION SCHEDULE 3.FINAL COMPLETION \ 1,IN WATER WORK RESTRICTIONS 2.SUBSTANTIAL COMPLETION APRIL 1,2007 -JUNE 15,2007 MARCH 31,2007 APRIL 15,2007 y (DRAWING INDEX '| SHEET NO.]DWG.NO.TITLE GENERAL 1 1.01 COVER,VICINITY MAP,DRAWING INDEXTHIS21.02 ABBREVIATIONS,LEGEND,&GENERAL NOTES 3 1.03 EXISTING CONDITIONS,SURVEY CONTROL TEST PIT &BORING LOCATIONS PROJECT j-]04 Tasca ae 5 2.01 SITE_PLAN 6 2.02 SITE LAYOUT TABLE,DRAINAGE SUMMARY &TYPICAL DETAILSoO72.03 TYPICAL SECTIONS 8 2.04 TYPICAL SECTIONSSOUTHEASTALASKA92.05 TYPICAL DRAINAGE DETAILS 10 2.06 TYPICAL DRAINAGE DETAILS 11 2.07 TYPICAL DRAINAGE DETAILS AND SETTLEMENT MONITOR DEVICE Ln \yy van VICINITY MAP (TIDAL INFORMATION _\ L SOURCE:NOAA CHART J EXTREME HIGH WATER (EHW)20.0" HIGH TIDE LINE (HTL)19.3" MEAN HIGH WATER (MHW)13.9" MEAN LOWER LOW WATER (MLLW)0.0 PND ENGINEERS,INC.1S NOT RESPONSIBLE FOR SAFETY PROGRAMS,METHODS OR PROCEDURES OF ESTIMATED EXTREME LOW WATER 5.0" OPERATION,OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS.DRAWINGS ARE \ FOR THE USE OF THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND.DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. Rew Sionms a assy NO3220HiitalD:Ste 200 ) REV]_DATE DESCRIPTION DWN.|CKD.|APP.panera HOONAH MARINE INDUSTRIAL CENTER||p Juneau,Alaska 99801 PHASE |Phone:907-586-2083 z L EDA PROJECT NO.070105599'ax:907-586-.ENGINEERS INC.www pnd-anc.com oak pe a Se 1sNS4ey&z|(swear meBCALE,a Cro COVER,VICINITY MAP,1.01pesionPLRcecxen,CRS EONS DRAWING INDEX emcer \onawm LRG __approven,CRS.\pate,8/10/06)\pw provect nos 052038 |pwa rus,1.01.dwq )LA oF Tt lustrialCenter\Drawings\100%\1.02.dwo,8/15/20063:23:38PM,1:2N:\05xxx\052038.01Hoonah|ABBREVIATIONS AT ASBESTOS CEMENT PIPE ASPHALT CONCRETE PAVEMENT ADJUSTABLE ASSOCIATED PILE AND FITTING CORP. .APPROXIMATE AIR RELEASE VALVE BUTTERFLY VALVE BUILDING BEGINNING OF PROJECT BEARING BOTTOM BETWEEN CURB &GUTTER CATCH BASIN CITY AND BOROUGH OF JUNEAU CAST IRON CAST IN PLACE CONTROL JOINT CENTER LINE CLEAR CORRUGATED METAL PIPE CLEANOUT CORPS OF ENGINEERS CONCRETE CONNECTION CONSTRUCTION COMPLETE PENETRATION CORRUGATED POLYETHYLENE PIPE CORNER COUNTERSUNK CENTER CUBIC YARD DIAMETER DOUBLE DEAD LOAD DUCTILE IRON PIPE DIMENSION DOWN DETAIL EAST EACH LEGEND EJ EL/ELEV EOP £Q EQUIP EST EXPANSION JOINT ELEVATION END OF PROJECT EQUAL EQUIPMENT ESTIMATE EXCAVATE EXISTING FURNISHED AND INSTALLED FRONT FACE OF CURB FLOOR DRAIN FINISHED FLOOR FINISHED GRADE FIRE HYDRANT,FLAT HEAD FINISH (ED) FORCE MAIN SEWER FOUNDATION FOOT FOOTING FLOWLINE GALLON GALVANIZED GRADE BREAK GALLONS PER MINUTE GROUND GATE VALVE HUB &TACK HEAVY DUTY HIGH DENSITY POLYETHYLENE HORIZONTAL HOUSE HEIGHT HIGHWAY INSIDE DIAMETER INVERT ELEVATION INCH IRON PIPE JUNCTION BOX INCL INCLUDEINSUL-INSULATEiNVINVERT L LBS POUNDS LF LINEAR FEET LL LIVE LOAD LOC LOCATION LONG LONGITUDINAL uP LIGHT POLE LS LUMP SUM M MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURE (R) MH MANHOLE MI MALLEABLE IRON MIN MINIMUM MLLW MEAN LOWER LOW WATER MSF 1000 SQUARE FEET MSE MECHANICALLY STABILIZED EARTH MTL MATERIAL N N NORTH NFS NON FROST SUSCEPTIBLE NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE ie) OBD OVERBURDEN oc ON CENTER oD OUTSIDE DIAMETER 0G ORIGINAL GROUND OHE OVERHEAD ELECTRICAL OWS OIL-WATER SEPARATOR OPP OPPOSITE Pl POINT OF INTERSECTION PLWO PLYWOOD PL PROPERTY LINE,PLATE PROJ PROJECT PRV PRESSURE REDUCING VALVE PSI POUND PER SQUARE INCH PT POINT,PRESSURE TREATED, POINT OF _TANGENCY,PERFORATED TUBE PVC POINT OF VERTICAL CURVATURE, POLY VINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY Q QTY QUANTITY R RAD RADIUS RE RIM ELEVATION RECOMM RECOMMENDATIONS REF REFERENCE REINFORCEMENT REQD REQUIRED RET RETAINING RO ROUGH OPENING ROW RIGHT OF WAY Ss s SOUTH SCHED SCHEDULE SD STORM DRAIN SDI STORM DRAIN INLET soo STORM DRAIN OUTLET SOR STANDARD DIMENSION RATIO SF SQUARE FOOT SHLDR SHOULDER Sl STREET INTERSECTION SMD SETTLEMENT MONITOR DEVICE SPEC SPECIFICATION (S),pipe SQ SQUARE SSC SANITARY SEWER CONNECTIONPCPOINTOFCURVATURE,PIECE SS STAINLESS STEEL,SANITARY SEWERPCCPRECASTCONCRETE PED PEDESTAL PER PERIMETER PERFORATE (D) EXISTING PROPOSED --_---c PROPERTY LINE DESIGN ELEVATION 7 EAYOUT PONT23.2 DESIGNATION SMD SETTLEMENT MONITOR DEVICE HAND PROBES = wan SOIL BORING AT LOCATION INDICATED STA STATION STD STANDARD STL STEEL STRG STRONG Sw SIDEWALK GENERAL NOTES SEWER SQUARE YARD SYMMETRICAL TOP AND BOTTOM TONGUE AND GROOVE TOP BACK OF CURB TEMPORARY BENCH MARK TRENCH DRAIN TELEPHONE TEMPERATURE,TEMPORARY TEST HOLE THICK TOP OF BANK TELEPHONE RISER TRANSVERSE TELEVISION TYPICAL UNIFORM BUILDING CODE UNDERGROUND ELECTRIC UNIFORM MECHANICAL COOE ULTRA HIGH MOLECULAR WEIGHT UNLESS OTHERWISE NOTED UNIFORM PLUMBING CODE VALVE BOX VERTICAL WEST WITH wooD WELDMENT WATERLINE WITHOUT TRANSFORMER ANGLE POINT SECTION OR DETAIL CALLOUT LOCATION OF DETAIL OR REFERENCE DRAWING ReeSs!Om Ss .CONTRACTOR SHALL INSTALL TEMPORARY DEVICES CONSISTING OF BUT NOT LIMITED TO STRAW BALES,FILTER FABRIC FENCES,SETTLING POND,ETC.,TO PROHIBIT SILT LADEN DEWATERING EFFLUENT AND OTHER CONSTRUCTION RUNOFF FROM ENTERING ADJACENT WATER BODIES.CONTRACTOR IS RESPONSIBLE FOR THE QUALITY OF THE DEWATERING EFFLUENT AND OTHER CONSTRUCTION RUNOFF THAT ENTERS ADJACENT WATER BODIES AND IS,THEREFORE,RESPONSIBLE FOR VIOLATIONS AND PENALTIES FROM HIS OPERATIONS. .PROPERTY DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO ITS PRE-CONSTRUCTION CONDITION OR BETTER AT NO ADDITIONAL COST. SHOWN.DEPTH OF EXISTING PIPES SHOWN ON ELEVATIONS ARE ASSUMED.DIAL BEFORE YOU DIG. GRADE ALL IMPROVEMENTS WITH POSITIVE DRAINAGE AWAY FROM STRUCTURES. REV.|DATE DESCRIPTION DWN.|CKD.|APP.|S| ENGINEERS INC. 3220 Hospital Drive Ste 200 Juneau,Alaska 99801 Phone:907-586-2093 Fax:907-586-2099 www.pnd-anc.com \ .EXISTING UTILITIES &DRAIN PIPE LOCATIONS ARE DERIVED FROM HOONAH AS--BUILTS OR FIELD LOCATES.ACTUAL LOCATIONS MAY VARY FROM THOSE .GRADING,STRUCTURES &FINAL SURFACING ARE SUBJECT TO MINOR REVISIONS BY THE ENGINEER TO FIT SITE CONDITIONS. (HOONAH MARINE INDUSTRIAL CENTER PHASE | EDA PROJECT NO.070105599 ( SHEET TITLE,SCALE,ABBREVIATIONS,LEGEND,&1.02pesionPLR=cneexen,CRS.GENERAL NOTES sHeeT prawn LRG__approven,CRS.\pwo PRosecT Wo,052038 |pwarue 1.02.dwo J \20F 1 lustrialCenter\Drawings\100%\1.03.dwg,8/15/200610:10:05AM,1:2N:\05x0x\052038.01Hoonah|---- TABLE OF HAND PROBES 7.wt\LY<414|itifi- 17EiLOCATION DEPTH OBSERVATION & COMMENT 1 (SERIES OF 5 o-1 Orgonics PROBES)1'-1.2'Brown sandy soil w/gravel 1.2'=3.0'Larger rocks 3.0"Refusal 2 Brown sandy soil with brok ; rock and gravel w/roots i. "\ee 3 Spoils with logs,gravel andSS.ad.Sr sy»roots ™ns >At a R&M TEST 4 o'-1.5'Dork organic soils 2 »/PITS,TYP.1.5'-3.0'Brown,sandy soil 4 :!eS:ee 5 0'-1.0"Organics |\1.0'-6.7'Brown,sandy soil 6.7 Bedrock 6 0'-0.2'Organics (Hand probe)0.2°-1.0"Brown,sandy soil R=205.00"CPigh SR SOL NL BR SL 1.0'-2.0°Gronular soil with gravelC=h0882!N.a ae 20°edroc CH=S47'58'18"E OS yy 7 0'-0.2"Organicseeeandpi.2'-1,.-ie 7.39 _" (Hand pit}0.2'-1.0 Brown.sandy soilfepa1.0°-2.1'ronulor soil with graveSOCAINVE]6.B20.os of,21'Bedrock LSE v4"CONEBSIDEWALK Ver 3 T-09"lorganiesFab-----: . oe ””4 at VSINY $16.53 -ss : ,(Hand pit)Brown,sandy soil oe eM ete :-ne :--PITS gop INV.=20.81 Granular soil with gravel ed =rere Wits -aan =a Ete.Bg BedrockI(N.BOLT,TOP ._yAiB-Te jo ee CPB ho PY St - FLANGE FIRE a ah 'eA :. THASIN , HYDRANT.'ee 4 STANDARD ;GRATE EL.=23.43 | ° ;ay Wn Oo TO CURB &GUTTER NINV.=18.73'|\-me --Oo -r a INV.=18.75 |SP Sse -geppiyet ime Is W.INV.=18.53'| 5 =_th aia,ZuJ25ae£:S44 OPS Gp |252 50:ELEC.VAULT ki B2=S55525 ==- -;S867F317LSEcarcHpasind18”CMP GRATE EL.= S.E.INV.=19.12° CP2 TO FERRY TERMINAL |22.94 it S33°37'34°W pa bETEN Nin.=15.54";WW ERS AL S629.757poPPSLINV.S 15.82"|a Tea INV P2028. mk..0.7,-. 'Joy.; LES <a SS a INV.=22.40'-..INV.=20.02°7"--a --,|\"INV.=18.40' pro -S=-INV.=20.95" - 109 -.="SSM LID EL=24.67'S"¥=y .-_-».=,'|,ae "Sue - :eee aa --="SE.INV.EL=13.32 ws - :. -:ele.A CA °PAY | 7 a me SO "TIES 895.80 NPS cee f :S.W INV.EL=13,06"errr.ae of.-CONTINUOUS aiphs Kes pe 7 NW.INV.EL=13.247 \ BUILDING ff RIP-RAP SLOPE me F CoNOUOE "ie By 7 8 Op -+-For bn = on ae we O--F S4705 pepe,CP9 wh OE UGHT POLE oy /ol. -WN 20.004 133 3076-170 80"O- *ETO.INV.=20.98"Sis .END RIPRAP :ae \-8"%50°CASING FOR wae >a&3 CONC.birt ts PA aa :PpomAUEL_PIPE UNDER 4”DL FORCE MAIN.-_,.pee NNFDN.,TYP.Oar es 3..:bey y ROADWAY '< _tr wh. (it wo FILL)SLOPE-: ) ='SEWER PUMP /):.2-ae 2 Los Oe NESE STATION Sense £9 b a _y oa >Ag 2 *10 CPt f Bes oe INV.=17.50 .4 ;INV.=20.55" Sten an "cone.DECK poutver / FOES .7 Oe ON STEEL PILING- fi”Toe,_RIP-RAP oa .;an ee .--.a on SLOPE . Spo 3”SCH.40 an E reBleu.7 STEEL FUEL PIPE J -o- ep ".we,.: -So, $..an a =i .. -os me 7 -ve =|oe a Om Ss -ee ; -ne TABLE OF CONTROL MONUMENTS Md ' - :.7 : - : : _oo elBpotocr ON ;-a conc.peck .|POINT |NORTHING |EASTING |ELEV DESCRIPTION |:.:20 ON STEEL PILING cP1 10,000.00 |10,000.00 |26.55'|NOAA/NOS STATION "FERRY 1981” co ae __Se |So -- |CP2 |10,193.077 |9,979.59"|23.19"|D.0.7./P.F.STATION "V-1" 4 ¢e.7 -a Te 7 -'tet2rEeaenrae.TN .cP3 |10,017.23'|10,035.64 24.85°[R&M RED PLASTIC CONTROL CAP AMHS FERRY 24.42'[R&M SURV-SPIKE IN ASPHALT TERMINAL FACILITIES oo an .|o a oe an oP -cP4 10,110.03'|10,173.83" :To --- 7 oo a .-ae cPS 10.218.88'|10,208.57 29.83°|G.L.0./B.L.M.C-2,S-1929 MONUMENT ; DOLPHINS WITHBATTERPILING |OTaTYP.)eee CP6 9,885.29'10,418.55'26.04 |D.0.1./P-F.REFERENCE MONUMENT -cP7 9,534.12"10,652.32" GENERAL NOTES: 23.97'1D.0.T./P.F.REFERENCE MONUMENT cPa |9.53861 |10,612.29"EXISTING CONDITIONS 1.TOPOGRAPHIC &BATHYMETRIC SURVEYS WERE PERFORMED IN JULY 2005 BY R&M ENGINEERING -JUNEAU. 24.32'|R&M SURV-SPIKE IN ASPHALT cpg 9,415.09"10,709.44 24.91°|D.0.1./P.F.REFERENCE MONUMENT Rev Sion s >MM)(laitalDriveSte200 a REV]DATE DESCRIPTION DWN.|CKD.|APP.iP ||jo)3220 Hospital Drive Ste Se OOF ag ty HOONAH 4 Juneau,Alaska 99801 Phone:907-586-2093 MARINE INDUSTRIAL CENTER)PHASE | EDA PROJECT NO.070105599 {|ENGINEERS INC.Fax:907-586-2099 - - -*, www.pnd-anc.com GA Wane e sonevnaf Ee4%,=SHEET TITLE:ce <= 7 SoALE:ak mE EXISTING CONDITIONS,SURVEY 1.03 pesiog PLR cwecKen,CRS SCALE IN FEET _)PES ONTROL,TEST PIT &BORING LOCATION eneet)\prawm LRG approven,CRS |9 40 80 FT.oars 8/10/06}\po provectwos 052038 |pwa ree 1.03.dwg J\3 or ti N:\0S:00\052038.01et@erCenter\Drawings\100%\1.04.dwg,8/15/200610:16:18AM,1:2LABORATORY TESTING BY WILLAMETTE NATIONAL FOREST MATERIALS LABORATORY,ROCK SAMPLES FROM AIRPORT QUARRY SAMPLE NUMBER 1 DATE SAMPLED 1/09/04 LAB NUMBER 12-03-4 LA ABRASION GRADE %LOSS 16 DEGRADATION VALUE 25 BULK SPG 2.707 SSD SPG 2.72 APPARENT SPG 2.742 ABSORPTION %0.471 LABORATORY TESTING BY ADOT&PF MATERIALS LAB OF ROCK SAMPLES FROM AIRPORT QUARRY SAMPLE NUMBER 1 2 3 4 5 6 DATE SAMPLED 5/28/91 5/11/91 5/11/91 5/11/91 5/7/91 5/7/91 LAB NUMBER 91C-62 91-024 91C 83 91-025 910-77 910-78 LA ABRASION GRADE %LOSS 18 19 21 21 DEGRADATION VALUE 69 69 40 41 APPARENT SPG 2.8 2.8 2.79 2.73 %SODIUM LOSS FINE AGG.45 6.8 %SODIUM LOSS COARSE AGG.2.5 34 AREA DESIGNATIONS POINT]DESCRIPTION Q@)|TREE AND STUMP DISPOSAL@)|AIRPORT QUARRY(3)|OVERBURDEN DISPOSAL ey SCALE IN MILESAREAMAPTT02-4 MILES ree Sr oms /:(-ASS,3220Hospital Drive Ste 200 Se i) REV]DATE DESCRIPTION DWN.|CKD.|APP.Juneau,Alaska 95801 ot OF Maly HOONAH MARINE INDUSTRIAL CENTERaotvadPhone:907-586-2093 Zk Ln EDA PROJECT NO.070105599 Fax:907-586-2099 a 4,ENGINEERS INC.wwarw.pnd-anc.com ata agelonit- :43 q CE-an4s #2 SHEET TITLE,r SCALE:are es AREA MAP 1.04pesiomPLR=cnecken,CRS.teow : \pnawn,LRG __approven,CRS.\pate,__8/10/06_}\pao prosectwo.052038 |pwa rue 1.04.dwq )\Aor tt dustrialCenter\Drawings\100%\2.01-2.07.dwg,8/16/20062:56:12PM,1:2N:\05:00r\052038.01HoonahDEDUCTIVE ALTERNATE A \agoRAIN.=16.62',4°CONC.SIDEWALK-HK H-br -att naA=1é5a a}wg a (TAM "FH WEST”=&_SN ANINV 510-94 sicn f||EL.=26.36'1s <== - , :EXIST.(N.BOLT,TOP '3 a |8}4y---J-fap :>yr |.EDGE OF ---"SS y\f Ss "contours,|"0G oF|FLANGE FIRE 54 Meg "wed Ow,&STANDARD a ES -A a EXIST.ACP 6 a,r ie TYP.-----100 |CREEK j AYORANT)"(Ze CS oe ee Cure &curTER (JT CAUTION:A 7 .TY Y Y eae "oT :fae PoP he =Sve ELEC.VAULT !ee ie \\_10 a 55 FILL PAD/eS S h ™CATCH BASIN "|A\\STAGING AREAPRATEEL.=22.94 it (3¥S1)Te 1\\\S.E.INV.=19.12"|:\\F Io" :Wein|fro Lag 4 ziyE8t&)(19)ls|a Pa /o& =s Al _§GRADE ° =eOYfWs/%BA BREAK -} SRAPE BREAK So bys HS yy_#7 [9 Vwve4 ;;oeiy=20.98'7%Shi 207°"EXIST.TOB 7/'\.PD\\PS ails é ACS |A\aR 8x50'CASING FOR |>-Sat nae:47)%|GRADE BREAK [EL PIPE UNDER 4"DA FORCE MAIN NITY 3'6 CONC /dS ¢NS /MAN TW Ge ROADWA 1 4 Co it aF ,(0)ayy ||D |a 'SEWER PUMP 2DN./{ry V\". .|1 20r-|é J !EDGE OF i ln sy ;STATIONeT'|sya /oO |FILL PAD |H 28}04 37 IS :L)813 ia ----y-y-=7 10 IN 5:DEDUCTIVE fof 4 \WVic |CONSTANT og &42(58)PID Po INV-=20.27 20.55 ALTERNATE A rR =!GRADE =2 SMD (s 29 38 22 ra | ,.. :\4 ia .=!h S 34 : +> >uv |33 39)SMD 40 fe]/ SZ hi07 eae W ! .2 ea 20,810 j aeRSpe1.5:1 po LOADING Bay oo 5X89 7°32 :o---&ge -4 : | --A g <__-ry BARGE OS ng STEEL BLDG. x f RAMP 16417813)ttm,5: + a aa - ARMOR ROCK -:ee I - "Sp -10-4 SHOULDER,TYP..- .ASA =21y81 -CONC.DECK - __. 28 -Pm wee oo 22 ON STEEL PILING |APPROX.LIMITS SILT CONTAINMENT BOOM,oe a Tool(Sms)o-9)[Rf SEE DTL SHEET 2.02.CONTRACTOR TOmre ae:Mo DETERMINE LENGTH REQUIRED TO FULLY =-_--859 eeENCAPSULATEALLSILT&OTHER ooDELETERIOUSMATERIALSDURINGANYWORK 20ACTIVITIESONANYDAY__ee ee eeeeeee_-_ee 40 ae an _-eee -s9 a eee neaeee SITE PLAN Rew SiomsS \Va ST \>) REV]DATE DESCRIPTION DWN.[CKD.|APP.P|||0)emi anar rail OF Ay,HOONAH MARINE INDUSTRIAL CENTEf-Phone:907-586-2093 (PME S%%||_EDA PROJECT NO.070105599 ss,ENGINEERS INC.caw padane com Br idesNeVeee 7 ("sNEET TLE,4 $s(oesiom PLR cweexem CRS |"SCALE IN FEET 0p rere SITE PLAN 2.01 Varese SHEET)\orawn LRG approven,CRS.0 40 80 FT.pate,8/10/06 PMD PROAECT NO.052038 |pwa AB 2.01-2.07.dwq J 5 oF tl dustrialCenter\Drawings\100%\2.01-2.07.dwg,8/16/20062:33:41PM,4:2N:\05xxx\052038.01HoonahSITE LAYOUT (DRAIN PIPE SUMMARY ) POINT |NORTHING EASTING ELEV.DESCRIPTION FLOATATION SYSTEM SUFFICIENT PIP DIA APPROX TO KEEP FLOAT ABOVE WATER (.) 1 9888.46 10431.88 21.0 CL DITCH,Pl NyO (in)|TYPE LENGTH |prom |PIPE|zo |PIPE |peyarKs So AN eters \ 2 9961.72 10534,39 263 EL DITCH,PI :(FT)LE.LE.+ 3 9890.57 10522.55 27.7 GB,PI PI 18 CPEP-S 185 EXIST.18.3 59 16.4 CONN.EXIST.CMP 4 9788.06 10658.49 24.39 6B,Pl ;TO CB 5 9615.78 10774.20 25.6 SHLDR,PI Pe 18 okie 116 S2 19.5 |S10 18.3 ROPE THROUGH BILLETS OR 5 9628.14 1071150 77 CB Pl P3 24 =95 EXIST.|20.02 $4 18.7 DPC *Sutricenn TENSION STRAP OFP418CPEP-S 112 $3 19.3 S4 1B.2 SIZE TO MAINTAIN 7 9589.98 10748.55 23.1 CL DITCH,Pl See BOOM SHAPE AND HOLD IN 8 9562.34 10755.53 22.95 CL DITCH,PI ===a $5 19.3 $4 18.9 POSITION. =S4 18.0 Si 16.4 9 9533.78 10720.15 24.7 SHLDR,PI P7 18 CPEP-S 100 Sb 201 S7 19.1 NON-WOVEN POLYPROPYLENE z 10 9614.40 10782.58 23,52 CL DITCH,Pl ::GEOSYNTHETIC FABRIC (8 OZ.MIN PER "Ne = PB ia |CPEP-S 51 $7 19.0 58 18.5 | rT 9529.66 10724.49 22.72 EL DITCH,PI =sa eRERSS =a .SQ.FT.).CONNECTION BETWEEN a =ist.|17.5 58 17.3 DCP *ADJACENT PANELS SHALL BE SECURED 12 9497.22 10694.27 25 CL DITCH,PI 2 2 D PIO 34 1CPEP=S 28 SID 72 31 169 BY SEWING OR OTHER APPROVED METHOD nN 13 10081.62 10143,.89 22.8 CL CBFTI,CONCRETE AREA DRAIN,RIM EL.ei 75 CONCRETE ..TO MAINTAIN EFFECTIVENESS OF THE SILT 14 10012.15 9988.96 25.0 END ARMOR ROCK,CORNER OF FILL AREA 5 es cab 215 EXIST.|15.54 |S13 12.0 oPc *RETENTION. 15 9917.79 10056.84 16.4 CL SDO TYPE A,INVERT EL. V2 72 215 EXIST.|15.82 |S13 12.0 pPc * 16 0042.55 10241.54 MATCH EXIST.[FILL LIMITS MINUS DEDUCT ALT.A CONTINUOUS WEIGHT SYSTEM SUFFICIENT CPEP =CORRUGATED POLYETHYLENE PIPE DPC =DISSIMILAR PIPE COUPLING TO KEEP FABRIC IN VERTICAL POSITION. 7 9891.11 10070.75 12.0 CL SDO TYPE C,INVERT EL.S$=SMOOTH INNER LINER . WEIGHT SHALL BE SECURED TO FABRIC 18 9981.00 1014644 23.3 CL CBF,CONCRETE AREA DRAIN,RIM EL. ==Ree ROR TO oUrLIRG SO AS NOT TO ALLOW THE WEIGHT TO 19 9924.64 10195.93 24.8 GB,PI :SHIFT RELATIVE TO THE FABRIC. 20 9877.79 10091.60 18.30 CL S00 TYPE B,INVERT EL .D > 21 9716.41 10225.08 16.4 CL SDO TYPE B,INVERT EL.SILT CONTAINMENT BOOM 22 9868.28 10245.41 23.1 CL CBFT,CONCRETE AREA DRAIN,RIM EL.NOTE: 23 9811.92 10294.89 24.6 6B,Pl STORM DRAI GENERAL REQUIREMENTS SHOWN. 24 9784.58 10318.86 23.9 CL MHFSL,CONCRETE AREA DRAIN,RIM EL. N STRUCTURE SUMMARY FINAL DESIGN BY CONTRACTOR. 25 9755.56 10344.38 231 CL CBFTI,CONCRETE AREA DRAIN,RIM EL. 26 9699.20 10393.86 24.6 GB,Pl STR OT ORE STR Ne CASING REMARKS 7 9654.34 10365.65 25.0 SHLDR ARMOR ROCK,Pl °MATERIAL SCHEDULE a as a a aa]ar 21.75 25.0 .S2 ows MHF TI CONCRETE AREA DRAIN (1)|8"LAYER BASE COURSE,GRADING C1 30 9648.50 10309.57 25.0 SHLDR ARMOR ROCK,PI $3 CB Carmi CONCRETE AREA DRAIN - 3 9572.81 10360.02 16.0 BOTTOM OF RAMP,BASE COURSE,GRADING A $4 ows MHFSL CONCRETE COLLAR (2)|24”LAYER SHOT ROCK BORROW,CLASS A 32 9611.11 10327.88 16.0 BOTTOM OF RAMP,BASE COURSE,GRADING A $5 cB CBFTI CONCRETE AREA DRAIN G)SHOT ROCK BORROW,CLASS B 33 9608.16 10402.15 25.0 TOP OF RAMP,BASE COURSE,GRADING A 56 CB CBFTl CONCRETE AREA DRAIN 34 9646.46 10370.01 25.0 TOP OF RAMP,BASE COURSE,GRADING A S7 CB CBFTI CONCRETE AREA DRAIN 35 9642.84 10443.34 23.9 CL CBFTI,CONCRETE AREA DRAIN,RIM EL.$B Ows MHFSI CONCRETE COLLAR 36 9605.27 10476.33 24.9 6B,Pl s9 SDO-A STEEL GRATE STORM DRAIN OUTLET TYPE A 37 9602.50 10409.15 25.0 SHLDR ARMOR ROCK,PI S10 $D0-B STEEL GRATE STORM DRAIN OUTLET TYPE B 38 9594.58 10402.74 25.0 SHLDR ARMOR ROCK,Pl sil SDO-B STEEL GRATE STORM DRAIN OUTLET TYPE B 39 9574.69 10391.22 25.0 SHLDR ARMOR ROCK,PI S12 sb0-B STEEL GRATE STORM DRAIN OUTLET TYPE 8 40 9497.38 10455.96 25.0 SHLDR ARMOR ROCK,PI S13 Sbo-¢STEEL GRATE STORM DRAIN OUTLET TYPE CG a 9498.98 10496.23 25.0 SHLDR ARMOR ROCK,PI cB =CATCH BASIN CBP =CATCH BASIN FRAME W/==IN FRAME W/TOP INTAKE "=wees 96 a -=oa ae ae =OWS =OIL/WATER SEPAROTOR MHFTI =MANHOLE FRAME W/TOP INTAKE s-ys aae EXCAVATION 3 367.70 10509.52 33 'IN,RIM Et.SDO =STORM DRAIN OUTLET MHFSL =MANHOLE FRAME W/SOLID LID a OR SHOT ROCK ") 44 9529.86 10556.78 25.0 END ARMOR ROCK,CORNER OF FILL AREA STRUCTURE -TYPE &BORROW 45 9508.38 10561.40 16.9 CL SDO TYPE B,INVERT EL.L J = 46 9913.24 1087.43 25.0 FILL LIMITS,MINUS DEDUCT ALT.A TRENCH 6" SIDEWALL Pl4710020.58 10072.90 24.0 GB,oo et, 48 10027.55 10084.32 24.0 GB,PI STANDARDS CLASS A 49 10073.81 10136.63 24.0 GB,Pl BEDDING MATL COMPACTED TO 50 9966.32 10065.06 =SMD oo OF MAX 51 9770.12 10247.28 =SMD DENSITY UNLESS 52 9564.70 10431.90 --SMD 1-0"OTHERWISESPECIFIED 53 9953.00 10533.00 25.6 SHLDR,PI NOTES 9 54 10099.05 10168.18 24.0 FILL LIMITS,Pi 1.TRENCH WALL SLOPE WILL VARY WITH SOIL STRENGTH AND CHARACTER 55 909166 1028061 780 FILL LIMITS,PI 2.OD.=OUTSIDE DIAMETER OF PIPE. 56 9868.07 10378.30 24.0 FILL LIMITS,Pl 57 9732.71 10466.33 24.0 FILL LIMITS,PI TYPICAL TRENCH SECTION 58 9536.92 10611.38 24.0 FILL LIMITS,Pl Rew si Ooms NO _Va -\ REV]DATE DESCRIPTION DWN.|CKD.|APP.3220 Hospital Deive Ste 200 HOONAH MARINE INDUSTRIAL CENTE™N Juneau,Alaska 99801 PHASE | Phone:907-586-2093 EDA PROJECT NO.070105599Fax:907-586-2099 L °J|ENGINEERS INC.Fax:907 386-2099 'SKEET TITLE SCALE,SITE LAYOUT TABLE,DRAINAGE 2.02PpapesiowPLR=cuecxen,CRS AS SHOWN SUMMARY &TYPICAL DETAILS : LRG MEET )\prawm LRG approven,CRS \Pwo PROVECTHOw 052038|owa rue 2.01-2.07.dwg_/(6 OF Tl dustrialCenter\Drawings\100%\2.01-2.07.dwg,8/16/20062:33:32PM,1:2N:\05xxx\052038.01Hoonah125 50 25 ELEVATION--25 2:1 OVERBURDEN SLOPE 125 - ¢ GARTINA HIGHWAY EXISTING GROUND EXISTING 4° SIDEWALK & TI SACP 50 100 150 Wy wn SALVAGE,SORT TO ISSPECIFICATION&REUSE EXIST.Z15 ROCK SLOPE PROTECTION FOR lus NEW ARMOR ROCK alaOM fog Ryu3fo)Ole; 513@-o\3 r/oOran 200 (ATYPICAL SECTION 2.01 10'MIN.OVERBURDEN REMOVAL TO BEDROCK "15°BENCH, TYP Fa EXISTING GROUND,REMOVE AND DISPOSE=a TREES,ORGANICS &OVERBURDEN @>FILL NO.2 "ESTIMATED BEDROCK «0 rErORCe 0 TESSREINFORCEMENT LAYER 250 300 350 400 450 HORIZONTAL DISTANCE ¢ Wecev,=+14' FILL NO.3 AND GEOTEXTILE,CW FINISH GRADE FILL NO.1 ELEV.=+4"a>GEOTEXTILE\WELEV.=-5° oe EXISTING GROUND $50 600 MATERIAL SCHEDULE DESCRIPTION (C4)|8"LAYER BASE COURSE,GRADING C-1(2)|247 LAYER SHOT ROCK BORROW,CLASS A(3)|SHOT ROCK BORROW,CLASS B 5'LAYER ARMOR ROCK ,GARTINAELEV.+105'7 EXISTING win.BEDROCK.HIGHWAY iB . .QUARRY DEVELOPMENT FILL PAD DEVELOPMENT gisZ2|6 SALVAGE,SORT TO Sus 75 |._Lo,SPECIFICATION &REUSE EXIST..--.. --oe ae - ,EXISTING 4°ROCK SLOPE PROTECTION FOR Q\aELEV.+65 ay SIDEWALK &NEW ARMOR ROCK Z|5 SHOULDER ACP lec50!HIGHWAY 8 :FINISHED ROCK alsFACEa\z : _ a)95...BRE SHEAR aN 7 FILL_NO.3 AND GEOTEXTILE, :REQUIRED TYP.x FINISH GRADE :ALL SLOPES FILL_NO.2 ELEV.=+15 FILL NO.1 ELEV.=+5" 0 :sp eI we ay GEOTEXTILE :44"WIDE ROCK CATCH &TT ap pet te WELEV.=-5' z DRAINAGE DITCH,o |SEE DETAILS SHEET 2.04 -<-25°---74 - S :Wy °||NNig|! :{-50 |a EXISTING GROUND i GEOTEXTILE oe REINFORCEMENT = |LAYER -75 :.o .wee ++-a -a oe 7 --=-..aoe 0 50 100 150 200 250 300 350 400 450 500 550 600 HORIZONTAL DISTANCE (8 TYPICAL SECTION 2.01 REVI Ss1oms \ ; \AN \ REV]DATE DESCRIPTION DWN.|CKD,|APP 3220 HospitalDriveSte200]|oS OF 4/!My HOONAH MARINE INDUSTRIAL CENTE™'4 --P|jd)Juneau,Alaska 99801 a”yN fant,PHASE ]=-#4Phone:907-586-2093 113 TALS EDA PROJECT NO.070105599 y'ax:907-586-|ENGINEERS INC.saline Dye est|>/EN SHEET TITLE: ¢oe pesion,_PLR CHECKED,CRS SCALE,SCALE IN FEET >)iy Pos SF TYPICAL SECTIONS 2.03 ---Va SHEET/\orawi LRG approve,CRS |0 30 60 FT.)\pare 8/10/06}\px prosectmo,052038|nwa ras 2.01-2.07.dwg_)\7 OF TI dustrialCenter\Drawings\100%\2.01-2.07.dwg,8/16/20062:35:21PM,1:2N:\05200\052038.01Hoonah10°MIN.OVERBURDEN REMOVAL TO BEDROCK EXISTING GROUND,REMOVE AND MATERIAL SCHEDULE 24 DISPOSE TREE,ORGANICS &GARTINACNERBURDEN125OVERBURDENHIGHWAY SYMBOL DESCRIPTION SLOPE (1)|8"LAYER BASE COURSE,GRADING C-1QUARRYDEVELOPMENTFILLPADDEVELOPMENT -ELEV.405°_Res us ;(2)|24”LAYER SHOT ROCK BORROW,CLASSw:100 Q ole ;(3)|SHOT ROCK BORROW,CLASS B\18EXISTINGSh,(4)5'LAYER ARMOR ROCKBEDROCKSALVAGE,SORT TO i ;75 SPECIFICATION &REUSE EXIST.als (5)_|1"LAYER BASE COURSE,GRADING A ELEV.+65"EXISTING 4 ROCK SLOPE PROTECTION FOR caaSIDEWALK&NEW ARMOR ROCK aleSHOULDERACPOles > 50 HIGHWAY me &FINISHED ROCK ais ;; &FACE <|2$PRE-SHEAR ,;4 25 REQUIRED TYP.=-\M>FILL NO.3 AND GEOTEXTILE,m4 ALL SLOPES ,\ay Fill NO.2 »\WFINISH GRADEra1.5 {vy = r Y \ELE.=419 FILL NO.1 o "\iw ELEV.=+5 GEOTEXTILEDRAINAGEDICH.*'.ELEV.=-5" ;\ |SEE DETAILS SHEET 2.04 \EXISTING GROUND : 2500 =NS "one,po '0 GEOTEXTILEwv?°100 150 REINFORCEMENT i oe ; Y _.\LAYER : PO na as \-50 aR (SNS Rn nS DE ; Yn tee x : gor toaf 'n ne \.a 14-0 16-0)gp FINISHED GRADE S.Sh/SEE SITE PLAN XQ -75->ees ----woes oS : VARIES |\200 250 300 350 400 450 500 550 600 650 700 3%SLOPE,1 j }HORIZONTAL DISTANCE\..DITCH EL.VARIES@p TO DRAIN SS eon 00k /"SEE SITE PLAN /OVERDRILLED AND pe”(¢\TYPICAL SECTION ss ale SHOT MATERIAL .#(2017ieeAyeern BASE BID }------DEDUCTIVE ALTERNATE A EXIST.AMHS PARKING LOT /;2'-4'BOULDERS @ 57.0 ,EXIST GUARDRAIL BOC. |-AprOFFk_Lf *»TOP_OF FILL 20 ELEV.=+25 20 bem a ORE :ELEV.=+25'65 £ND_BARGE RAMP ¢DITCH i MATCHWELev.=+16"2 INVERTS10i-vn if ;ff WWETLIS: z i 2 |pS3}oe :BASE BID ONLY - <0 M "|ee his 0 |SALVAGE-EXISTING -a _Xo .a Orr =5 EN ouh z |ARMOR ROCK 72"®CONC.PIPE CULVERT EXISTING GROUND @ _49 =GROUND 7 S _19 {(ASSUMED 2°.|» .==72"CONC)PIPE CULVERTSSEXISTINGGROUND|ob |ap ELE.<i THICKNESS) _20 -=ne i i VARIES WY og fo eee L Lb 4EXIST.|Sa "| >GUARDRAIL ; 30 Le \-30 !L ate ! 0 25 50 75 100 125 150 EXIST.TOP |0 25 50 75 100 125 150 HORIZONTAL DISTANCE OF BANK,HORIZONTAL DISTANCE a>BARGE RAMP (€DEDUCTIVE ALTERNATE AREA NOTE: 201/TYPICAL SECTION (201)TYPICAL SECTION (CONCRETE BACKWALL Rev sions NG ANY \3220 Hospital Drive Ste 200 OF HOONAH MARINE INDUSTRIAL CENTr™REV]DATE DESCRIPTION DWN.|CKD.|APP '2 --:P|i)Juneau,Alaska 99801 PHASE I Phone:907-586-2098 L EDA PROJECT NO.070105599 )ENGINEERS INC.www pnd-anc.com 7XN/SHEET TITLE. (oesiom PLR owcxen,CRS [POE ss sown »TYPICAL SECTIONS 2.04 SHEETJ\onawn LRG approven,CRS.J \oate,_8/10/06_)\pwo provect No.052038 |pwa me,2.01-2.07.dwq_/(8 OF ahMarineIndustrialCenter\Drawings\100%\2.01--2.07.dwgN:\O5xxx\052038.04”MIN. PIPE OUTSIDE DURINGCONSTRUCTION CePHASE.PLUGGED "+AS TOP SLAB AND GROUTED TOP_SLABNLY PRIOR TO FINAL 4”MIN.seINSPECTION BED WITH AaMINIMUMOF 12”CLASS B BEDDING. ADJUSTING RING1.ALL JOINTS BETWEEN SECTIONS AND BETWEEN FRAME AND CONCRETE SECTIONS SHALL BE GROUTED INSIDE AND OUTSIDE. 2.ENTIRE KNOCKOUT 1S TO BE REMOVED AND SEALED SHUT AROUND PIPE.ALL PIPES ARE TO EXTEND MIN.1”AND MAX.2”INTO CATCH BASIN.3.FRAME AND GRATE SHALL BE NEENAH R-3475 OR APPROVED EQUAL.FRAME MAY BE CAST INTO THE TOP UNIT OR PLACED OVER THE OPENING AS APPROVED BY THE ENGINEER. DIAMETER PLUS 2” 10°y 2 LAYERS NO.6 REBAR &DIAGONALS 12"0.C.,EW.7 7 ° _.«CONCRETE PAD 3”CLR. NO.6 1”MAX.PLAN VIEW FINISH GRADE FLEVAVON VIEW VARIES ie Neea CATCH BASIN FRAME.ANDNO,5 REBAR CRATE PER (TYPICAL OF 4)SSSI SCHEDULE INSTALL = :REDUCING SLAB MANHOLE a 1 _-*>:;OR CONE AS FRAME a a |APPROVED BY-aE THE ENGINEER :"lez ,”° NO.5 REBAR é 24 .EPOXY GROUT x MIN.Le SS PIPE CLAMP ,;7 w/SS ALL :THREAD ANCHOR >ro BOLT TO PLAN VIEW cE MANHOLE WALL MANHOLE FRAME joe oRETE mies ” DIA.Recess 1 Thin 'MANUFACTURED bo CONCRETE 1/8"ia -,TEE FITTING, Ey.SEAL ALL JOINTS «=&ae es GO Fee CONNECT TO wlan -BETWEEN $s at a vA STORM DRAIN PT SONGRETEan |etekNO.5 2 ASPHALT WITH an oO]MalREBAR,TYP.=LIQUID POLYMER = ty JOINT FILLERSECTIONA-A_(TYPICAL)FLOW FLOW,lsNOTES:io 1.INSTALL CONCRETE COLLAR AROUND SOLID MANHOLE COVERS. 2.ASHFORD FORMULA OR APPROVED EQUAL SHALL BE APPLIED AS A CURING COMPOUND.APPLICATION SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATIONS.18”MIN.4.CATCH BASIN SHALL MEET HIGHWAY STANOARD-HS25 LOAD REQUIREMENTS. 5.MINIMUM STEEL REQUIRED AS PER ASTM C-478-69. 6.MINIMUM SUMP DEPTH SHALL BE 16”,CONCRETE AREA DRAIN --- .»4)-1"(25 DIA.HOLES Sah%,M%(4)[25mm] . "%| 1 |N 1.MANHOLE SHALL MEET HIGHWAY STANDARD HS25 LOAD REQUIREMENTS.PC)cs ht an} T 2.ALL PIPE PENETRATION CONNECTIONS SHALL BE WATERTIGHT i a 3.OUTLET ANO RISER PIPE SHALL BE SAME DIMENSION. COCO MOI CO BOLT FRAME TO €i 4.PROVIDE MIN.6”CLASS B BEDDING AROUND BASE AND SIDES. CD CO CD CD CO _ec &e EL 5.BASE SHALL BEAR ON COMPETENT SUBGRADE PERLIDw/(2)1/2" 13 &6 Eo E ENGINEER'S DISCRETIONDOOO®So x3"STML.STL 5 2)Sym She a 7 FLAT HEAD 7 oo(op Tens ies ams ee)*®CAP SCREWS Se v8 2.OIL SEPARATOR CATCH BASINryNKITNO,90580 ne)sle +-Cy)COD COC OO SN °Se 'o ;(ame GED GED GUND »-(4)1°[25mm]DIA.2 1/2”[64mm] 2 aa (as Gap)Ge Ga GD)|C4)COC)CD Cc){|__f74SW LETTERED:4 fi +5 L "NEENAH” CRATE BOLTED TO FRAME w/5"cz)USA 3/4”[19mm]yy ,e (2)1/2°-13 X 5”STNLS.STL.ye 1%";:E (=E FLAT HEAD CAPSCREWS 5%1"We"2%ec Ss £Bors » t »iB QO p SE1-296 se -BES BLESseirwebseERSyer?0%¥,”GRIND 1/8”[3mm]DEEP xX ae --8 : a a 1/4”[6mm]WDE MATCH MARK aN nN 2 8 .oom dL _t Fy | LID BOLTED TO FRAME w/5 7}nN N NOTE:ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC]Mer (2)1/2 -13 X 3 STNLS.T |N COMPONENT NOS.:FRAME 3480-0003;GRATE 3480-0002 NOTE:8 STL.FLAT HEAD CAP SCREW : N MATERIAL:CAST GRAY IRON ASTM A-48,CLASS 358 FRAME.NOT SHOWN IN THIS VEW . . 7 FINISH:NO PAINT (4)1”[25mm]DIA. WEIGHT:FRAME 2064;GRATE 376¢NEENAH R-3492-1 OR APPROVED EQUAL LIFT HOLES NOTE:ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC]. os"COMPONENT NO'S:FRAME 3492-2000,LID 6052-001 3/4"[19mm]1/2”[13mm] _|MATERIAL:CAST GRAY IRON ASTM A-48,CLASS 35B 9°INISH:NO PAINTCATCHBASINTOPINTAKEWEIGHT:FRAME 3164,LID -246 NEENAH R-3492 OR APPROVED EQUAL /228mm Rew Sroms {_Aw \ REV]_DATE DESCRIPTION DWN.[CKD.|APP.)3220 Hospi Dive Se 200)[_sS5 OF Atty,(HOONAH MARINE INDUSTRIAL CENTER/P|2)Jonenty Alsi 9980 Fe 5%PHASE |A Phone:907-586-2093 2 |__EDA PROJECT NO.070105599ENGINEERSINC.ond soc Bewww.pnd-anc.com ,(smeET TME » odcommPLRemmoxenons[ROME Np rors TYPICAL DRAINAGE DETAILS 2.05 _AS SHOWN L,Nass arr_)\onawm LRG approven,CRS.pate:8/10/06)\_pro proect no.052038 |pwa rue 2.01-2.07.dwq_)(9 oF Tt) justria)Center\Drawings\100%\2.01-2.07.dwg,8/15/20064:45:51PM,1:2N:\05:0x\052038.01Hoonah?oo SEE PLANS FOR"INVERT ELEVATION _A.Beet (4 a SEE PLANS FOR STEEL GRATE ™, EMPTY WATER FROM CORRUGATIONS ON MITERED ENDS,FILLVOIDSW/CONCRETE 10'-0"MIN. Wa ARMOR ROCK (SHOWN APPROX.) |_----_SHOT ROCK |_-----_CONCRETE ENCASEMENTAmieee, CPP-S STORM DRAIN PIPE CLASS A BEDDING MATERIAL ee SHOT ROCK D.IL.P.@TOMATCHDRAINPIPETYPICAL SECTION -STORM DRAIN OUTLET STRUCTURE (SDO)TYPE A EMPTY WATER FROM CORRUGATIONS ON MITERED ENDS,FILLVOIDSW/CONCRETE RED VALVE "TIDEFLEX” CHECK VALVE,OR APPROVEDEQUAL.INSTALL FER (MANUF.RECOMMENDATIONSPROVIDESUITABLE CONNECTION. *MATCH EXIST.SLOPE STEEL GRATE SHOT ROCK FILL [CONCRETE ENCASEMENT STORM DRAIN PIPEAN aN ' l ==MATCH INSIDE CLASS AINVERTELEVATIONS i BEDDING MATERIAL "INVERT ELEVATION SHOT ROCK52, SIZE OF DRAIN PIPE 48"0 CPP-S PIPE BEVEL TO MATCH SLOPE ENODIP.2'-0" NOTE:PROVIDE TYPE B FILTER CLOTH WRAP AROUND DISSIMILAR PIPE 3-0"3'9”COUPLINGS PER DTL THIS SHT. TYPICAL SECTION -STORM DRAIN OUTLET STRUCTURE (SDO)TYPE B PIPE 12”,0.0.|12" a)MIN.MIN. 8 6”MIN 2 a TYP.a L 7x4 x 1/2"x 4”LONG S g S W/_1 1/16"@ HOLE,iS PIPE 8EMBED3”IN CONCRETE, TYP,EACH SIDE OF GRATE --==)'olZ MK PIPE TOP Van 5716 V 1°@ SOLID ROD THRU itlEACHEND|BARS W/THREAD AND g \ DBL.NUT @ L 1/2”x 3”FLAT BAR@6"0.C, PIPE BOT.SLAF Ly *tla TYP.Nyole5/16 YW ff*BOTTOM OF GRATE TO +1 MATCH INVERT ON SDI. Y CALP.CONCRETE COUPLING GEOTEXTILE REINFORCEMENT CLOTH FULL WRAP AROUND PIPES W/2 FT MIN.LAP AT BOTTOM MATCH INSIDE x 6"x 4”LONG R1°@ HOLE FOR LIFTING BOTTOM OF FLAT BAR PIPE "eo <ROD TO1/4 BAR,TYP. HK #5 DIAGONAL BARS @ GRATE NM \-L7x4 x 1/2"x4”LONG,W//2”HOLE,EMBED 3”INTOCONC.,SECURE GRATE W/1/2"WOODEN DOWL,TYP. 1/2”x 3”FLAT BAR, TOP &BOTTOM OF GRATE ¢;\STEEL GRATE 6-0",MIN.yyi)CENTER ON JOINT [ INVERT ELEVATIONS BEDDING TO LIMITS M4-1/26 ROD @ 18"0.C.,TYP. CLASS Ai)KROOAONpe BEDDING MATERIAL 12",PIPE 0.D.DETAIL -DISSIMILAR PIPE COUPLING Pye.ao --*>NOTE:NE : THIS WORK SHALL BE CONSIDERED INCIDENTAL 10 PIPE ; CULVERT ITEMS,S i Qa a 3”CLR. * TYP.kh 4 HOOPS @ 12”0.C.Yy-# 7 #6 CONTINUOUS,TYP. f> --STORM DRAIN PIPE CONCRETE ENCASEMENT (8 \CONCRETE ENCASEMENT SECTION )\onawn,_LRG approven,CRS AS SHOWN Raw Sons >3220 Hospital Drive Ste 200)(_Sorat!( --) a as eR E ospital Drive Ste OF at HOONAH MARINE INDUSTRIAL CENTDWN.|CKD.[AP ||fd)June,Alaska 960 2 Laa,PHASE|Phone:907-586-203 mane EDA PROJECT NO.070105599 )ENGINEERS INC.covpndaneon |(ETRE 2;-;2|(smeet Tm pesion _PLR cueoxen,CRS SCALE,TYPICAL DRAINAGE DETAILS 2.06 SHEET\_PND PROJECT WO 052038 |nwa Fue 2.01-2.07.dwqg )(100 tt ighMarineindustrialCenter\Drawings\100%\2.01-2.07.dwga ARMOR ROCK Le (SHOWN APPROX.)A SHOT ROCK CONC.STORM a.(7 aDRAIN.PIPE hs LK OGZ7}.| LOCATE TOP OF BACKWALL AT PLANE OF ARMOR ROCK CONCRETE BACKWALL TN]CLASS B Pe”BEDDING MATERIAL a SEE PLANS FOR J e O_o - ff }we =e NN >SHOT ROCK TYPICAL SECTION -STORM DRAIN OUTLET STRUCTURE (SDO)TYPE C NOT TO SCALE 12”PIPE 0.D. 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