NORTH SCOTT DRIVE DRAINAGE IMPROVEMENTS

Transcription

1 DESCRPTON COVERSHEET LEGEND, ABBREVATONS, AND GENERAL NOTES NDEX TRAFFC CONTROL NOTES, TABLES AND PAVNG SEQUENCE REQUREMENTS TYPCAL SECTONS DETALS HORZONTAL AND VERTCAL CONTROL CURB AND GUTTER LAYOUT AND GRADES BOP TO STA "S" 12+ HORZONTAL AND VERTCAL CONTROL CURB AND GUTTER LAYOUT AND GRADES STA "S" 12+ TO STA "S" 1+ PLAN SCOTT DRVE BOP TO STA "12+ PLAN SCOTT DRVE STA "S" 12+ TO STA "S" 1+ PROFLE SCOTT DRVE BOP TO STA "S" 1+ SHEET NO. OF 1 2 OF 1 3 OF1 4OF1 OF 1 6OF1 7 OF 1 OFO 9OF1 1OF1 NORTH SCOTT DRVE DRANAGE MPROVEMENTS CONTRACT NO. 194 J. J ; u.., :g '.. "S..,,J, (n VCNTY C'tYBOBOUGB. * O JW&& s CA!W. CirY NTS MAP!: + i 11 HKM J6 Commeria Bvd. Juneau, Aaska 991 (97) 7JJJ Offie (97) 7JJ Fax Consuting Engineers Land Surveyors Constrution Administration SHEET NO. 1 of 1

2 .,, "" LEGEND DESCRPTON EXSTNG BURED ELECTRCAL UTLTES =<!) CATCH BASN CONRO.. PONT CURB a: GUTTER CUT LMTS Fi. LMTS itii FRE HYDRANT HOUSE NO MALBOX PROJECT CONROL LNE PROPERTY LNE LGHT Pa..E C"i1 t'r SANTARY SEWER PPE : 7 SANTARY SEWER MANHa..E SGN STORM DRAN MANHa..E STORM DRAN PPE SAWCUT LMTS SHRUB SUBCUT "V" SUR't'EY MONUMENT REBAR W P.ASTC CAP TREE CONFER e TREE DECDUOUS VALLEY GUTTER WATER LNE PPE WATER VAL't'E BOX < REMOVE itii C!J 'M1, ',., \ \..ii PROPOSED jg (@) C s 1 < < ABBREVATONS CB CMP CPP CONC C1E D DA EOP F'G GV NV LG LT MH MN MTE NO NTS PC PT PV POC PCC PVC RT STA STD BC BVG 1P UD VG CATCH BASN CORRUGATED METAL PPE CORRUGATED POLYETHYLENE PPE CONCRETE CONNECT TO EXSTNG DUCTLE RON DAME'TER END Of PRO..ECT FNSHED GRADE GA TE VAL't'E N't'ERT UP Of GUTTER LEF'T MANHa..E MAGNETC NAL MATCH 1 EXSTNG NUMBER NOT 1 SCALE PONT Of CURVAURE PONT Of TANGENT PONT Of 't'ercal NTERSECTON PONT ON CUR't'E PONT Of COMPOUND CURVE POL YVN' CHLORDE PPE RGHT STATON STANDARD TOP BACK Of CURB TOP BACK Of VALLEY GUTTER TOP Of PAVEMENT UNDERDRAN VALLEY GUTTER ABBRE\1A ONS 1 BE USED WHOUT PERODS GENERAL NOTES 1. BEGN SUBCUT 24 NCHES FROM PAVEMENT SAWCUT LNE AT SREET CONNECTONS, UNLESS OHERWSE SHOWN ON THE DRAWNGS, OR DRECTED BY THE ENGNEER. REMO't'E AND REPLACE BASE COURSE WH 9 12 NCHES Of 2 MNUS SHOT ROCK W BASE COURSE TO 12 NCHES FROM PAVEMENT SAWCUT LNE. SAWCUT AS NECESSARY ALONG ALL STREET AND DRVEWAY APPROACHES TO PROVDE A NEAT MATCH LNE. 2. LARGE BOULDERS. STUMPS. LOOS, ORGANCS AND GROUND WATER MAY BE ENCOUNTERED AT VAROUS DEPTHS DURNG EXCAVATON OPERATONS. 3. CONTRACTOR SHAU. ENSURE GARBAGE PCKUP AND DALY MAL SERVCE Wi. BE UNNTERRUPTED TO ALL RESDENCES AFFECTED BY 'THS PROJECT. 4. 'THE 41H EDTON OF 'THE CBJ STANDARD DETALS, DATED AUGUST , S MADE PART Of THS CONTRACT, WH CURRENT REVSONS AS APPLCABLE.. ALL EXSTNG STORM DRAN PPES ( NCH DAMETER AND LARGER), AND APPURTENANCES TO BE TAKEN OUT Of SERVCE, THAT ARE WTHN THE STREET AND SDEWAL.J< LMTS, SHALL BE REMOVED AND DSPOSED OF, UNLESS OTHERWSE NOTED.. EXSTNG PPE LOCATONS ARE DER't'ED FROM CBJ ASB.JLTS OR FELD LOCATED. ACTUAL LOCATONS MAY VARY FROM THOSE SHOWN. DEPTH OF 'THE EXSTNG PPES SHOWN ON THE ELEVATONS ARE ASSUMED. CONTRACTOR SHAU. FELD VERFY THE LOCATON OF EACH EXSTNG SERVCE PPE PROR TO NSTALLNG 'THE STORM DRAN PPES. DAL BEFORE YOU DG GRADNG AND ALGNMENT ARE SUB.ECT TO MNOR REVSONS BY THE ENGNEER.. LOCATON OF' STORM CATCH BASNS, PPNG AND PPE LENGHS ARE SUBJECT TO MNOR REVSONS BY THE ENGNEER. 9. 'THE CONTRACTOR SHALL NOTFY CBJ WATER UTLTES AT 7 Of PROPOSED WATER MAN NTERRUPTON AND SUBMT THE water SYSTEM SPEQAL USE PERM" (COSGNED BY 'THE ENGNEER) AT LEAST ONE WEE< PROR TO SHUDOWN Of MANLNE WATER PPE. 1. PROPERTY LNE LOCATONS USED N THESE PLANS ARE DERVED FROM RECORD P.ATS AND DO NOT REPRESENT A BOUNDARY SURVEY. EXSTNG RECORD P.ATS DO NOT CLOSE WTH EACH OHER N SOME CASES. THE PROPERTY LNES SHOWN ON 'THESE P.ANS ARE A BEST FT APPROXMATON Of CLOSURE. 11. CONTRACTOR SHAU. 't'erfy LOCATON AND DEPH Of EXSTNG WATER AND SEWER PPE, NCLUDNG ALL SERVCES ALONG 'THE STORM DRAN ALGNMENT, TO DETERMNE PPE NSULATON LOCATONS. AND TO ENSURE DAMAGE DOES NOT OCCUR TO 'THE SERVCE PPES. 12. ALL TEMS DESGNATED TO BE REMOVED SHALL BE DSPOSED Of AT AN APPROVED DSPOSAL STE, EXCEPT AS NOTED N THE CONTRACT DOCUMENT. 13. CONTRACTOR SHAU. REFERENCE AU. EXSTNG PROPERTY CORNER MONUMENTS (E.G. REBARS. CONCRETE NALS, BRASS CAP MONUMEN) PROR TO CONSTRUCTON AND REMONUMENT AF'TER SURF'AQNG S REPLACED. ALL WORK SHALL BE DONE BY, OR UNDER 'THE DRECTON OF', AN ALASKA REGSTERED LAND SUR't'EYOR. 14. ALL ASPHALT PAVEMENT TO BE REMO't'ED AND DSPOSED Of SHALL BE DELVERED TO A STOCKPLE AREA AT THE LEMON CREEK QTY PT TO BE DESGNATED BY THE ENGNEER. CONTACT THE ENGNEER F'OR 'THE EXACT LOCATON Of 'THE STOCKPLE. 1. AELP, ACS, AND Ga MAY CONDUCT WORK WTHN THE PROJECT LMTS TO RELOCATE UTLTES AND UPGRADE 'THER RESPECTVE SYSTEMS. THE CONTRACTOR SHALL COORDNATE TS ACTVTES WH EACH UTLTY COMPANY AND PROVDE ACCESS AS NECESSARY F'OR UTLTY COMPANES TO CONDUCT 'THER WORK. 1. ONLY HORZONTAL ELBOW FTTNGS (BENDS) ARE SHOWN ON P.ANS. ADDTONAL FTTNGS Wi. BE REQURED F'OR 't'ertcal DEF CTONS NEAR CONNECTONS TO EXSTNG PPES AND AT OHER LOCATONS REQURNG GRADE CHANGES TO AWD CONF'UCT. 17. 'THE CONTRACTOR SHALL RESTRCT TS COMPACTON AND OHER VBRATON NDUCNG OPERATONS AS NECESSARY TO ENSURE NO DAMAGE OCCURS TO ADJACENT BULDNGS OR STRUCTURES. REF'ER TO SECTON 13. ARTC.E 1.7 F'OR F'URHER REQUREMENT. 1. 'THE PLAN SHEETS DO NOT SHOW ALL Of 'THE TREES AND OTHER VEGETATON THAT Wi. BE ENCOUNTERED DURNG CONSTRUCTON ACTVTES. NO TREES OR OTHER VEGETATON ARE TO BE REMO't'ED OR DAMAGED, UNLESS SHOWN ON 'THE DRAWNGS OR DRECTED BY THE ENGNEER 'THE CONTRACTOR SHALL NOT STORE MATERA.S OR EQUPMENT, OR OPERATE EQUPMENT WH TS TRACKS OR WHEELS P.ACED ON PRVATE PROPERTY, WTHOUT WRTTEN APPROVAL Of THE PROPERTY OWNER. 2. 'THE USE Of GROUT AND QUCKSET CEMENT PRODUCTS WH ADJUSTNG RNG, BRCKS, WOOD, STONES AND OHER SMLAR GRADE ADJUSTMENT DEVCES TO SUPPORT CATCH BASN FRAMES O't'ER CATCH BASNS AND MANHO. Wi. NOT BE PERMTTED. CATCH BASN FRAME AND GRATES SHALL BE SET AT 234 BELOW TOP BACK OF VALLEY GUTTER ELEVATON WH 3 F'OOT LONG CONCRETE TRANSTONS TO BOH SDES Of GRATE. 21. 'THE CONTRACTOR SHALL NOTFY EACH RESDENT OF EACH DRVEWAY CLOSURE 'THE DAY PRECEDNG THE DAY 'THE DRVEWAY S TO BE CLOSED TO VEHCULAR ACCESS. 'THE RESDENT SHAU. BE NF'ORMED Of 'THE PEROD OF TME 'THE CLOSURE Wi. BE N EFFECT. NO DRVEWAY CLOSURES Wi. BE PERMTTED UNTL THS REQUREMENT HAS BEEN MET TO 'THE SATSFACTON Of THE ENGNEER. 22. ALL F'ORMS F'OR CONCRETE SEGMENTS BETWEEN PC'S AND PT'S WTH A RADUS LESS THAN 2' SHALL BE ARCED TO MATCH 'THE REQURED CURVAURE. NO STRAGHT F'ORMS SHALL BE USED WTHN ANY CURVED SEGMENT WH A RADUS Of LESS THAN 2'. STRAGHT F'ORMS USED F'OR ANY ARCHED SEGMENT WH A RADUS Of MORE THAN 2' SHALL NOT EXCEED 1' N LENGH. 23. APPLY CONCRETE NTERNATONAL CORPORATON ASHF'ORD F'ORMULA CURNG COMPOUND, OR APPROVED EQUAL. TO ALL NEW.. Y P.ACED CONCRETE SURFACES N ACCORDANCE WTH 'THE MANUFACTURER'S RECOMMENDATONS. 24. JUMPNG JACK OR SMLAR TYPE COMPACTORS SHALL BE USED TO THOROUGHLY COMPACT ALL LAYERS Of MATERAL AROUND WATER VALVE BOXES, CATCH BASNS. MANHOLES AND OHER STRUCURES. iriiij_!ijii!r<1" :::=:J6=BCommer:aB=1:vd.""TA.,.SEETmJ * ;)7s9J 9 ge inaobog.ojjda NORTH SCOTT DRVE DRANAGE D a W L H KM (97) 7 33 Fax s unu.l Ctt'! MPROVEMENTS LEGEND, ABBREVATONS, 2 2' Consuting Engineers Land Surve.)'Df'S Constrution Administration! CONTRACT NO. E194 AND GENERAL NOTES of.mm.n.. DRAWN BY BTAFF DEED BY R. mmnb C1 C1CED BY: BTAFF DAE; DEC DEPARTMENT OF' ENGNEERNG 1

3 PAVNG SEQUENCE REQUREMENTS: LAYDOWN OPERATONS SHALL BE CONDUCTED N A MANNER HAT ENSURES HE MNMUM TEMPERATURE ALONG HE CENTERLNE EDGE OF HE ARST PAVED LANE DOES NOT F"ALL BELOW 2" F" BEFORE THE SECOND PAVED LANE S PLACED AGANST THS EDGE. HE CONRACTOR SHALL MONTOR THE TEMPERATURE OF THE CENTERLNE EDGE OF THE ARST PAVED LANE AND MOVE HE LAYDOWN OPERATONS OVER TO THE SECOND LANE AL.LOWNG surnaent TME F"OR THE PAVEMENT OF THE SECOND LANE TO COVER THE CENTERLNE EDGE OF" THE ARST LANE PROR TO COOUNG TO LESS THAN 2" F. NOTES FOR TRAFFC CONTROL: ALL RAFAC TO BE CONRO.LED PER THE REQUREMENTS OF THE ALASKA RAFAC MANUAL (U.S. DEPARUENT OF RANSPORTATON MANUAL ON UNF'ORM RArnC CONROL DEVCES AND THE ALASKA SUPPLEMENT). ALL DETOURS SHALL BE AS APPRO'f'ED BY THE ENGNEER. ROAD CLOSURES WLL BE PERMTTED ONLY AS APPROVED BY THE ENGNEER. THE CONRACTOR WLL NOT BE PERMTTED TO OBSRUCT VEHCULAR RAFAC BETWEEN E HOURS OF 4:3pm AND :am SE'YEN DAYS A WEE<. DURNG THS PERCO, 1WO LANES, WTH A MNMUM TOTAL WDTH OF 1 F'EET, SHALL BE OPEN TO VEHCULAR RArnC. PROVDE ACCESS F"OR EMERGENCY VEHCLES AT ALL TMES. PEDESRAN RAFAC SHALL BE AVALABLE ALONG AT LEAST ONE SDE OF THE SREET AT ALL TMES. THE PEDESRAN PATHWAY SHALL BE CLEARLY MARKED AND SHALL SATSFY THE REQUREMENS DESCRBED N THE SPECAL PROVSONS. A MNMUM OF ONE LANE (1 F'OOT MNMUM WDni) SHALL BE KEPT OPEN TO VEHCULAR RAFAC AT ALL TMES. EXCEPT A AVE () MNUE MAXMUM STOPPAGE TO VEHCULAR TRAFAC WLL BE PERMTTED, WTH NO MORE THAN ONE RAFAC STOPPAGE PER HOUR. CATCH BASN FRAME AND GRATE TABLE CATCH BASN No. CB CB2 CB3 CB4 CBJ CB6 CB7 CB CB9 OLYMPC FO.t<DRY CO. OR APPROVED EOUAL EXSTNG TO REMAN CATCH BASN TOP SLAB OPENNGS SHALL BE DMENSONED TO FT THE FRAME DMENSONS. ALL COVERS SHALL BE HEAVY DUTY CONSTRUCTON AND BCYCLE SAFE. ALL FRAMES AND GRATES SHALL BE DUCTLE RON. LOCAL FLOW LNE DEPRESSON AT CATCH BASN SHALL BE NCH, WTH 36" TRANSTONS TO EACH SDE OF FRAME, UNLESS OTHERWSE DRECTED BY THE ENGNEER. RECONSTRUCT MALBOX TABLE HOUSE NUMBER LOCATON COMMENTS 22 STA s 1o+J, RT SNGLE STA s 1o+J9, RT GANG 226 STA 1o+46, LT SNGLE 22 STA 11+12, RT SNGLE 224 STA 1o+92, LT SNGLE STA ':f' 11+1, LT GANG 22J STA s 12+43, RT SNGLE 21e STA 12+4, LT SNGLE 211 STA 13+2, LT SNGLE STA s 13+1, RT GANG 217 STA s 13+11, RT SNGLE MAL.BOXES SHALL BE CONSRUCTED N ACCORDANCE WH CBJ STANDARD DETALS 111 a: 117. MAL.BOX LOCATONS ARE GVEN TO HE FRONT CENTER FACE OF" EACH MALBOX ASSEMBLY. CONRACTOR SHALL STAKE MALBOX POST LOCATON 'OR APPROVAL BY HE ENGNEER, PROR TO NSTALLATON. RENSTALL EXSTNG MALBOX AND NEWSPAPER RECEPTACLES TO NEW POST ASSEMBLES. F" HE RECEPTACLES ARE DAMAGED BY HE CONRACTOR, NEW RECEPTACLES OF SAME SZE AND COLOR AND NEW HOUSE NUMBERS SHALL BE PROVDED BY HE CONRACTOR. GANG MAL.BOX ASSEMBLES SHALL BE MEASURED F"OR PAYMENT UNDER PAY TEM RECONSRUCT MALBOX, AS ONE PAY UNT. MAL DEUVERY SERVCE SHALL NOT BE NERRUPTED AND ACCESS TO EACH MALBOX RECEPTACLE SHALL BE AVALAB..E TO HE UNTED STAES POSTAL SERVCE AND HE RESDENS AT ALL TMES. EXSTNG MALBOXES THAT ARE MOVED BY HE CONRACTOR SHALL HAVE TEMPORARY SUPPORS PROVDED AS REQURED 'OR CONTNUED USAGE. HE LOCATONS PROVDED ARE NEW LOCATONS FOR HE MALBOXES. EXSTNG STATON AND OFFSET LOCATONS F"OR HE MALBOXES ARE NOT PROYDED..,, "" A t:::::iiii!j!iiiiib:""t,:,..:::== 36 Commeria Bvd. S1EET 11. s unu.l Ctt'! MPROVEMENTS TABLES, AND PAVNG ;)7 * 9J9 ge inaobog.ojjda NORTH SCOTT DRVE DRANAGE TRAFFC CONTROL NOTES, 3 D a W L H KM (97) 733 Fax Consuting Engineers Land Surve.)'Df'S Constrution Administration! CONTRACT NO. E194 SEQUENCE REQUREMENTS of.mm.a.. DRAWN BY1 STAFF DEED BY: R. 1B'ENB C1 C1CED BY: STAFF DAE: DEC DEPARTMENT OF' ENGNEERNG 1

4 CONTROL LNE s e 2 1'" 1 o 2 e 3 TOPSOL WSEEDNG (GRADE TO DRAN) SEE NO'! 1 A(,('<,. MNMUM SRUCURAL SECTON,9 21'r AC PAVEMENT W FOG SEAL VAu.EY GUTER, T'tPE 3 TOPSOL WSEEDNG (GRADE TO DRAN) SEE NO'! 1.f?' EXSTNG GROUND USEABLE FROM EXCAVATON MA'ERAL _ EXSTNG B" AC SEWER PPE J DRAN PPE 9 12"2 MNUS SHOT ROCK WBASE. COURSE 'EXSTNG 6"1 WATER PPE TYPCAL SECTONNORTH SCOTT DRVE SUBCUT LMTS.,, "" NOTES FOR TYPCAL SECTONS AND DRVEWAYS 1. ADDTONAL EXCAVATON BELOW THE NEATUNE SUBCUT LEVEL MAY BE REQURED F ORGANC OR 11'ER UNSUTABLE MATERALS ARE FOUND AT OR NEAR 11'E PLANNED SUBCUT LEVEL, AS DREC1 D BY 11'E ENGNEER. USABLE MATERAL FROM EXCAVATON SHALL BE USED TO BACKFLL 11'E ADDTONAL AREAS OF EXCAVATON, WHCH MAY VARY FROM NCHES TO A DEPTH OF UP TO 'o BELOW FNSH GRADE. 11'E ADDTONAL EXCAVATON WLL BE MEASURED FOR PAYMENT, HOWE'f'ER, BACKFWNG WTH USABLE MATERAL FROM EXCAVATON WLL BE CONSDERED NCDENTAL TO 11'ER WORK. 2. SEE HORZONTAL AND VERTCAL CONTROL, CURB AND GUT1 R LAYOUT AND GRADE DRAWNGS FOR GRADNG DETALS. 3. UNDERGROUND CABLE, 1 LEPHONE, AND ELECTRCAL UTLTES ARE NOT SHOW't. SEE PLAN SHEETS FOR LOCATONS. 4. SANTARY SEWER, WA'ER AND STORM DRAN SERVCES ARE NOT SHOWN ON THE mcal SECTON. SEE PLAN VEW DRAWNGS FOR LOCATONS.. ALL FLL AREAS BEYOND SUBCUT LMTS SHALL BE BAa<FLLED W1' SUTABLE MA'ERAL FROM EXCAVATON AND GRADED TO DRAN AS SH 1N ON THE PLAN VEW DRAWNGS.. DRVEWAYS DSURBED DURNG CONSTRUCTON SHALL BE RECONSTRUCTED TO EQUAL, OR BETER CONDTON WTH SUBGRADE REPLACED N LAYERS TO MATCH 11'SE REMOVED EXCEPT: A) PAVED DRVEWAYS SHALL BE SUBCUT TO 12 NatES BELOW FNSH GRADE AND REPLACED W1' 912 NCHES OF 2NCH MNUS SHOT ROCK W BASE COURSE. AND 212 NCHES OF A.C. PAVEMENT. B) ORGANCS. ROOTS, WOOD OR 11'ER DELETEROUS MATERALS ENCOUN'ERED N THE DRVEWAYS DURNG EXCAVATON OPERATONS SHALL NOT BE REPLACED, BUT SHALL BE DSPOSED OF AT AN APPROVED DSPOSAL STE. BAa<FLL VODS BELOW THE REQURED SUBBASE LAYER WTH USABLE MA'ERAL FROM EXCAVATON. C) ASPHALT THCKNESS FOR DRVEWAY APPROACHES AND DRVEWAYS SHALL BE 2.Ji NCHES. 7. TOP OF PAVEMENT GRADES GVEN ON THE PLANS ARE ACTUAL FNSHED PAVEMENT SURFACE ELEVATONS. TOP OF A.C. PAVEMENT ALONG NEW CONCRETE GUTTERS SHALL BE FNSHED.\ NCHES ABOVE THE UP OF GUTER.. 11'E BASE COURSE LAYER SHALL BE 7.Ji TO.Ji OF 2NCH MNUS SHOT ROCK WTH 1 TO 2 TOP LAYER OF BASE COURSE, GRADNG D1 FOR A TOTAL 11'a<NESS OF 9.Ji. THE MNUS SHOT ROCK SHALL BE WELL COMPACTED PROR TO PLACNG 11'E BASE COURSE, GRADNG D1. 9. BASE COURSE, GRADNG D1, MAY BE USED FOR THE FULL DEPTH OF THE BASE COURSE UNDER THE DRVEWAYS AS A NO COST SUBSTiUTON 'E LMTS OF USABLE MA'ERAL AND TOPSOL OUTSDE 11'E STRUCTURAL SECTON WLL VARY N DSTANCE FROM RGHTOF"WAY LNES. PLACE AND GRADE THESE MA1 RALS TO PROVDE A SM11', WELL DRANED TRANSTON TO EXSTNG GRADES. AS DRECTED BY THE ENGNEER. r::..!!!ti:iiii;;;:ir:t""=,"t""._j 36 Commeria Bvd. A S1EET J1. Juneau, Aaska 991 NORTH SCOTT DRVE DRANAGE (97) 7JS3J Offie 4 D aw L H KM (97) 7JJ Fax Joo.\... L MPROVEMENTS TYPCAL SECTONS Consuting Engineers. Land Surve.)'Df"S Constrution Administration \ o"rract NO. E194.mm.a.. DRAWN BY1 STAFF DEED BY: R. 1B'ENB C1 C1CED BY: STAFF DAE: DEC DEPARTMENT OF' ENGNEERNG 1

5 CTE, SEE NOTE 1 EXSTNG 4" SEWER SERVCE LAERAL B"CONC SEWER MAN EXSTNG " CONC SEWER MAN CUT REMO't'E EXSTNG 4" P'<r'C SEWER LATERAL TO MAN SECTON CONNECT TO EXSTNG WH ALL NECESSARY FTTNGS AND E.SOWS. SEE NOTE 1 NOTES: 1. AU. PPE CONNECTONS HAT CANNOT BE MADE WH " P'<r'C BELJ. AND SPGOT SHALL BE STANLESS STEEL NONSHEAR COUPLNGS. MNMUM COUPLNG LENGH S " FOR 4" DAMETER PPE AND 12" FOR A " DAMETER PPE. RUBBER COUPLNGS ARE t!o. ALL.OWED. PLAN REPAR DETAL FOR SANTARY SEWER LATERAL CONNECTON TO MAN NTS 2" MNUS SHOT ROCK W BASE COURSE } _) i FLTER CLOTH.,,.., 2" MNUS SHOT ROCK. s PERFORATED CPP '!SMOOTH NNER PPE OR PVC PPE.,, "" PROPERTY LNE CAPPED 6" PVC STUBOUT &"PVC CONNECTON TO EXSTNG PROPERTY DRANS NTS 6NCH UNDERDRAN NTS A. 6NCH UNDERDRAN S A CONTNGENCY TEM. THE ACTUAL LENGTHS AND LOCATONS, F USED SHALL BE AS DETERMNED BY THE ENGNEER. B. OUTFALL CONNECTONS WLL BE ETHER NTO CATCH BASNS, OR CPP SADDLE TEES. C. UPPER END OF PPES SHALL BE CAPPED AND THE FLTER CLOTH FOLDED AND OVERLAPPED TO SEAL END OF DRANAGE ROCK SECTON. VARES AS DRECTED BY THE ENGNEER. D. VARES 12" TO!O", AS DETERMNED BY THE ENGNEER. E. MNMUM PPE 9RADENT SHALL BE ". r::..!!!ti:iiii;;;:ir:r=,t""... _j 36 Commeria Bvd. A S1EET J1. Juneau, Aaska 991 NORTH SCOTT DRVE DRANAGE (97) 7JS3J Offie D aw L H KM (97) 7JSJ Fax Joo.\... L MPROVEMENTS DETALS Consuting Engineers. Land Surve.)'Df'S Constrution Administration \ o"rract NO. E194.mm.a.. DRAWN BY1 STAFF DEED BY: R. 1B'ENB C1 C1CED BY: STAFF DAE: DEC DEPARTMENT OF' ENGNEERNG 1

6 CURVE TABLE CURVE No. J LENGTt LRADUS L DEL TAJ CHORD BEARNG HORD LENGTt C1 1n.J N4 4' 27"E 72.J C r 1. r N.3. ss 33 w r 1.2 BM No. DOWL. DOWL1E DOWL1 'BM BOLT DO'M..1F DO'M..1A1 VERTCAL CONTROL ELEVATON DESCRPTON MAG NAL N VALLEY GUTER N FRONT OF' 222 SCOTT DR MAG NAL N VALLEY GUTER N FRONT OF' 221 SCOTT DR MAG NAL N VALLEY GUTER N TE NORTWEST QUADRANT OF' SCOTTSTKNE MOST NORTiiEAST BOLT ON TOP FLANGE OF' FRE HYDRANT SOUTiiWEST QUADRANT OF' SCOTTSTKNE MAG NAL N 2" SUMP N FRONT OF 2479 SCOTT DR MAG NAL N ASPHALT N SOUTii CULDESAC.. "" '<: \ PC STA "S" 1o ' LT E BG STA "S" ' LT E BG L STA "S" 1+. o:iiq" N:44.92 E:4n7.114.,. STA "S" v A E TP (fp _() 1 STA "s" EL27.4 TP STA "S" 1o ' RT E.27.J TBG \! 36 Commeria Bvd. Juneau, Aaska 991 (97) 7JS3J Offie (97) 7"ii"ii :',,,, 1!A "S" 1o ' RT E.2.3 1P 4 () " s d J CONRO.. PONT "DO'M.." N: 29.9 E: 4. STA "S" ' LT... E.211. BG n ::z: a Z..., o O:OOS m a o,_+ Sf.'7'31"E 1 t at EL P d STA s V a 1 d\ :r i :1 1 'T STA "S" ' RT EL27.7 1BG STA s n 21.3' RT E BG USTA "S" ' RT E BG 'T STA "S" ' RTT EL27.3 TBG DE. STA "S" ' RT E.2. TBG 1. STATONS, OFFSETS, ELEVATONS AND CURVE NFORMATON ALONG CURBNG ARE TO TOP BACK OF' CURB (TBC), UNLESS OTHER'MSE NO'm. TOP OF' PAVEMENT ARE TP. TOP BACK OF VALLEY GUTER ARE TBG. 2. SEE TYPCAL SECTONS FOR OTHER GRADNG NFORMATON. 3. ESTABLSH VERTCAL CURVES AS NECESSARY FOR A SMOOT1 ALGNMENT (NO ANGLE PONS) BY VSUALLY ALGNNG TOP OF' CURB THROUGH VERTCAL CONROL PONTS. 4. ALL FORMS FOR CONCRETE SEGMENS BETWEEN PC'S AND PTS 'MTH A RADUS LESS THAN 2' SHAU. BE ARCED 1 MATai TE REQURED CURVATURE. NO STRAGHT FORMS SHAU. BE USED 'MTN ANY CURVED SEGMENT 'MTH A RADUS OF LESS TAN 2'. STRAGHT FORMS USED FOR ANY ARCHED SEGMENT 'MTH A RADUS OF MORE THAN 2' SHALL NOT EXCEED 1' N LENGT1.. TE CONTRACTOR SHALL PERFORM A a..osed LEVEL LOOP THROUGH TBMs AS LSTED TO VERFY ELEVATONS BEFORE BEGNNNG ANY GRADNG WORK.. SLOPES A.ONG TE CURBNG ARE ALONG THE UP OF' GUTER 7. AD.ST CURBNG ALGNMENT AT CONNECTONS TO EXSTNG CURBNG AS REQURED FOR A TANGENT ALGNMENT MATCH. z ii: r::::;jjjii!!iiiii;:'t":t";.;""t.,."t;;;;;;; NORTH SCOTT DRVE DRANAGE HORZONTAL AND VERTCAL CONTROL "" 6 MPROVEMENTS :: 11 ";.' ' '" ' ' '""i"j',.. \Jo.\... CURB AND GUTTER LAYOUT AND GRADES L...,;; v.rw:!:;;; r;:.rv.;; :_;;... vjvt v;;!tw!:v,. :..;;:;;:!rw!:w.r n COTACT 1 " 1 NO.._. E194!:.._. BOP Constrution, TO ST "...,. A S 12+ "".. 1!J mm.a.. DRAWN BY1 STAFF DEED BY: R. 1B'ENB C1 C1CED BY: STAFF DAE: DEC DEPARTMENT OF' ENGNEERNG SCAL. N FEET SEET JO. 1

7 BM No. DO'M.. DO'M..1E DO'M..1 TBM BOLT DO'M..1F VERTCAL CONTROL ELEVATON DESCRPTON 27.1 MAG NAL N VALLEY GUTTER N FRONT OF 222 SCOTT DR MAG NAL N VALLEY GUTTER N FRONT OF 221 SCOTT DR MAG NAL N VALLEY GUTTER N THE 2.'4 NORTHWEST QUADRANT OF SCOTT stkne MOST NORTHEAST BOLT ON TOP 2.9 F.ANGE OF FRE HYDRANT SOUTHWEST QUADRANT OF SCOTTsTKNE 2.74 MAG NAL N 2" STUMP N FRONT OF 2479 SCOTT DR DO'M..1A1 2.4 MAG NAL N ASPHALT N SOUTH CULDESAC + p STA "S" ' LT EL2.61 TBG U) 1 "" TA "S" '""" 11..3' LT C:? i SAWCUTAo!TE 41: 13+ 1_4+ _ S4'T31' h+ _+ t; + S'.A S"_1_3+_29.9 S!!2:Sa14 2 A s w EL27.49 TP i. i 1.' RT :ii;;; :Z:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;o.ooe;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;::::::::::::::::;;; SAWCUTAo!TE ::!11... < STA "S" : CONRO.. PONT "DO'M..1E9 12.' RT N:143.7 E: EL27.19 TBG CONTROL PONT "DO'M..1" N: E: 46.4 ita "s" ' RT EL2.49 TBGAo!TE : t n :: r z m.. ""!UE. 1. STATONS. OFFSETS, ELEVATONS AND CURVE NFORMATON ALONG CURBNG ARE TO TOP BACK OF CURB (TBC), UNLESS OTHER'MSE NOTED. TOP OF PAVEMENT ARE TP. TOP BACK OF VALLEY GUTTER ARE 11BG. 2. SEE TYPCAL SECTONS FOR OTHER GRADNG NFORMATON. 3. ESTABLSH VERTCAL CURVES AS NECESSARY FOR A SMOOTH ALGNMENT (NO ANGLE PONS) BY VSUALLY ALGNNG TOP OF CURB THROUGH VERTCAL CONTR<X... PONTS. 4. ALL FORMS FOR CONCRETE SEGMENTS BE'TWEEN PC'S AND PTS 'MTH A RADUS LESS THAN 2' SHAU. BE ARCED 1 MATCH THE REQURED CURVATURE. NO STRAGHT FORMS SHAU. BE USED 'MTHN ANY CURVED SEGMENT 'MTH A RADUS OF LESS THAN 2'. STRAGHT FORMS USED FOR ANY ARaiED SEGMENT 'MTH A RADUS OF MORE THAN 2' SHALL NOT EXCEED 1' N LENGTH.. THE CONTRACTOR SHALL PERFORM A CLOSED LEVEL LOOP THROUGH BMe AS LSTED TO VERFY ELEVATONS BEFORE BEGNNNG ANY GRADNG WCRC. 6. SLOPES ALONG THE CURBNG ARE ALONG THE UP OF GUTTER. 7. AD.ST CURBNG ALGNMENT AT CONNECTONS TO EXSTNG CURBNG AS REQURED FOR A TANGENT ALGNMENT MATCH. ita "s" ' RT EL2. TBG z r::::;jjjii!!iiiii;:'t":t";.;t.,."t;;;;;;; 36 Commeria Bvd. Juneau, Aaska 991 "" (97) 7JS3J Offie (97) 7"ii.t; :",,,, NORTH SCOTT DRVE DRANAGE HORZONTAL AND VERTCAL CONTROL 7 ::i11 ";.' ' ''" 1 1 \X...,... L MPROVEMENTS CURB AND GUTTER LAYOUT AND GRADES...,;; v.rw:!:;;; r;:.rv.;; :_;;... vjvt Constrution v;;!tw!:v,.,:..;;:;;:!rw!:w.r COTACT._.!:.._. STA.....,. s TO... STA s 1+ r,.... n 1 " 1 "".. NO. E194 1!J mm.a.. DRAWN BY1 STAFF DEED BY: R. 1B'ENB C1 C1CED BY: STAFF DAE: DEC DEPARTMENT OF' ENGNEERNG SCAL. N FEET SEET JO. 1

8 "" r!. J! ii: " "" ""... " BRUCE V & NANCY K MASSEY LOT SET ASDE ti REPLACE EXSTNG WOOD FENCE AS NECESSARY TO REPLACE THE EXSTNG WATER VALVE JACQUELNE L JOHNSON LOT 12 NL CS1 1PE STA "S" 1o+J7., MATCH GUTTER E.26. NV S1 E NV "PVC (ALL) E SUMP 1" MN MH1 TYPE STA "s" 1o+73.9, 13. LT NV " CONC E E.22.6 REMOVE AND DSPOSE Of EXSTNG MANHOLE LAWRENCE H &: TERESA C WALTER LOT Commeria Bvd. Juneau, Aaska 991 (97) 7JS3J Offie (97) 7JJ Fax Constrution Administration.m D..o DRAWN BY; BTAFF DEED BY; R. 1B'ENB C CCED BY: BTAFF DAEo DEC WLLS E & ANNA M EHLERS LOT B"PVC 1NV E.23.7 CS4 TYPE KENNETH M SPENCER STA "s" , MATQi GUTTER LOT EL E E E E SEE NOTE 2..!.. SUMP 16" MN REPiCE _ 1SUBC:UT LMTS VALVE BOX SEEo=h : ) JAMES F k PHYLLS E TRVETTE LOT 79,143 &"pye NV E.23.2 m z m J : ''" ;; b _[_ r J t LAWRENCE H &: A!F TE.: = +"; ti = ai g,. O,..; ACCESS PAD a GUARD POSTS SAWCUTATCH REMOVEDSPOSE EXSTNG OF TREES REPLACE &"PVC VALVE BOX r SEE NOTE 2 NV E.24. 1'J'' :.{J;. '1iv:Rfw1 EDVNS J & B LYNN. WOOD FENCE r KEN GRAVES STRAUSS LOT LOT 23 NL,.e3TYP...,..E. 1 9,. STA "S" , MATCH GUTTER EL= NV S2 EL=23.3 NV S3 EL=23.4 NV "PVC (BOH) EL23.3 NV "ud EL2J.!3 SUMP 1" MN CS2 TYPE STA "S" , MATCH GUTTER EL2.113 NV S1 NV S2 NV B"PVC EL2J.71 EL2J.4 EL2J.71 TERESA WALTER SUMP 16" MN LOT PPE SUMMARY STORM DRANAGE PPE DA LENGTH 1PE SLOPE S CPP. S CPP. SJ CPP. S CPP. S! CPP. SEE NOTE 4 NORTH SCOTT DRVE DRANAGE MPROVEMENTS CONTRACT NO. E194 E. CB! TYPE STA "S" , MATCH GUTTER E.= NV S4 E.=23.1 NV &"PVC E NV B"UD E SUMP 1" MN 1. PROVDE ALL ADAPTERS. ELBOWS AND OHER FTTNGS NECESSARY TO CONNECT TO DSSMLAR PPE SZES. MATERALS AND DEPHS. CONNECT TO EXSTNG. 2. LOCATONS Of EXSTNG SEWER SERVCES LATERALS ARE APPROXMATE. NO CAMERA NOES ARE AVALABLE AS HE SERVCE PROTRUDES NTO HE EXSTNG MAN. 3. HE CONTRACTOR SHALL LOCATE EAat SEWER SERVCE AND REPAR LATERAL REFER TO DETALS ON SHEET No.! FOR SERVCE W'E REPAR. UPON COMPLETON OF ALL REPARS. TE CONTRACTOR SHALL ARRANGE FOR TE CJ SEWER DEPARMENT TO CAMERA HE SEWER MAN WHN HE PRO.ECT LMTS. 4. PPE LENGTS ARE TO CENTER OF SRUCTUREs. PPE SLOPES ARE TO ENDS Of PPEs. 1 1 SCALE N FEET PLAN SCOTT DRVE BOP TO ST A "S" 12+ n :z:: z 2 SEET JO. of 1

9 "" r!. J! ii: " "" i + N... JAMES F &: PHYLLS E TRVETTE LOT FLAG POLE YARD LGHT (DO NOT DSTJRB) REPLACE VALVE BOX SUBCUT LMTS LfiJ GARY W &: MARY J HORTON LOT if SEE NOTE 2 CB TYPE V STA 13+., MATCH GUTTER E2.1 NV S NV S6 NV S7 NV epv REMOVE AND SET ASDE LANDSCAPE BLOCKS rsubcut LMTS E22.29 E22.29 EL22.21 E22.29 "PVC NV EL= SEE NOTE2 WOOD FENCE r(do NOT DSTJRB) rsubcut LMTS =;asiim 7 SEE NOTE J SAWCU:iiw: i _ L +,. SEE NOTE 3 SEE NOTE J 14+ CB TYPE OFFSET OPENNG STA s , MATCH GUTTER EL2.12 NV S7 EL21.9 NVS EL1.2 SHERMAN A JOHNSON NV 6UD EL21.9 &: LNDA A HOVEN STKNE STREET LOT t SCOTT DRVE 6"D SUBCUT LMTS i ASPHALT DRVE MH2 EXSTNG TYPE STA s , 14. LT EXSTNG COVER EL2.4 TOP r:k EXSTNG CONE EL2.94 NV s CON (OU) E2.J3 ii 11Nv a pv (N NORH) EL2.JB NV apv (N EAS) NO WORK REQURED % en i j =E CJ = KEN GRAVES LOT :... ::: r z m en,..... ' SAWCUTM EX1 1 G VALVE BOX istng? z ATTCHN REPLACE DRVE SAWCUTMATCH \ u[ ROOF DRAN LEADER t:jfij KENNETH M SPENCER LOT CB7 TYPE STA s 13+., MATCH GUTTER EL2.1 NV S6 EL23.2 NV "PVC EL23.3 NV 6"UD EL23.36 SUMP 16 MN RENAE & WESLEY R PARKER LOT CB EXSTNG TYPE STA s 14+.3, MATCH GUTTER EXSTNG GRATE EL2.22 NV S EL1. NV EXST 12pp (OU) 1. PROVDE ALL ADAPERS, EUBOWS AND OTHER FTTNGS NECESSARY TO CONNECT TO DSSMLAR PPE SZES. MATERALS AND DEPTHS. CONNECT TO EXSTNG. PPE SUMMARY STORM DRANAGE PPE DA UENGTH TYPE SLOPE 2. LOCATONS OF EXSTNG SE SERVCES LATERALS ARE APPROXMATE. NO CAMERA NOTES ARE AVALABLE AS THE SERVCE PRORUDES NTO THE EXSTNG S SEE SHEET 1 MAN. S 12" 22. CPP.4e J. THE CONTRACTOR SHALL LOCATE EACH SEWER SERVCE AND REPAR LATERAL S7 12".1 CPP.7 REFER TO DETALS ON SHEET No. FOR SERVCE WYE REPAR. UPON COMPL 11N :a i:z :z:.u \;t' u.uua _J r:k ALL REPAR$, THE CONTRACTOR SHALL ARRANGE FOR THE CBJ SE SEE NOTE 4 DEPARTMENT TO CAMERA THE SEWER MAN WTHN THE PRo.ECT UMT. : SCALE N FEET ' 4. PPE UENGTHS ARE TO CENTER r:k SRUCTJRES, PPE SLOPES ARE TO ENDS r:k PPE. "" 36 Commeria Bvd. Juneau, Aaska 991 (97) 7JS3J Offie (97) 7JJ Fax Constrution Administration.m D..o DRAWN BY; BTAFF DEED BY; R. 1B'ENB C CCED BY: BTAFF DAEo DEC NORTH SCOTT DRVE DRANAGE MPROVEMENTS CONTRACT NO. E w a:... en w z... en L L () JJ. EL2.3 PLAN SCOTT DRVE STA "S" 12+ TO STA "S" 1+ SEET JCJ. 9 of 1

10 JO MH1 TYPE CB3 TYPE CB4 TYPE STA "S 1o+73.9, 13. LT STA s , MATCH GUTER STA s , MATat GUTER E.=27.49 E.2.93 E.2.49 NV CONC E.22.6 NV S2 E.23.3 NV S3 E.23.4 NV S3 E.23.4 REMO\t: AND DSPOSE OF EXSTNG NV S4 E.23.4 MANHOLE NSH GRADE AT NV &"PVC (BOH) EL23.3 NV S E CONTRa.. LNE NV "UD E.23.3 NV epv E SUMP 1e MN SUMP 1e MN 4B". tfijr\ 1.,.,...,. EXSTNG GRADE y '\ AT CONROL LNE,.<D12"CPP "" 4,,..."".<ii:12pp B.,..,.,.,,.. SEWER PP U' 6"D WATER DDC" U'.,n CB2 TYPE CB TYPE CB1 TYPE STA s , MATCH GUTTER STA "S , MATCH GUTER STA "S" 1o+37., MATCH GUTER EL2.93 E.2.49 E.2. NV S1 EL23.71 NV S4 E.23.1 NV S1 E NV S2 EL23.4 NV &"PVC E NV &"PVC (ALL) E.=24.47 NV &"PVC EL23.71 NV "UD E SUMP 1e MN SUMP 1a MN SUMP 1e MN "D WATER PPE EXSTNG 13 JO!: t (') r :: _z GRADE_:::.:::;; m AT CONROL LNE.,.,...,. 1 ()... t... ()... <.) + O.. L '<: t1 *" Noami R. Hob'# 1i.:., Juneau, " """ " Aaska 991 """ CB TYPE V STA "S 13+., MATCH GUTER CB9 EXSTNG TYPE MH2 EXSTNG TYPE 1 E.2.1 STA "S 14+.3, MATCH GUTER STA "S" 14+7., 14. LT CB TYPE OFFSET OPENNG NV S E EXSTNG GRATE E.2.22 EXSTNG COER E.2.4 STA s 14+4., MATCH GUTER NV S E NV S E.=1. E.=2.12 TOP OF EXSTNG CONE E.94 NV S7 E NV EXST 12"CPP (OU) E.17.9 NV S7 E.=21.9 NV "CONC (OUT) E.2.33 NV epv E.= EXSTNG &"PVC E.21. i:: NV SP\'C (N NORTH) E.2.3 O NV S E.1.2 SUMP 1" MN... ELD ERFY + NV "UD E.21.9 NV "PVC (N EAST) E.2.3 Cf) t... RNSH GRADE AT SUMP 16" MN NO WORK REQURED (') CONTROL LNE 3 JO :: r () <ti) <ii z <ii m \ ()... () 1'""" t U' <J.7 ""CONC SEWER PPE w 2 2 CB 7 TYPE 111 z STA "S" 13+., MATCH GUTTER ().. :: E.26.1 ' NV S6 E O... NV &"PVC E NV 6"UD E :E SUMP 16" MN 14 1 'rm ysunm NORTH SCOTT DRVE DRANAGE...\J!r (97) 7JS3J Offie D CW L H KM (97) 7JSJS Fax MPROVEMENTS PROFLE Consuting Engineers Land Surw.)'Df'S Constrution Administration CONTRACT NO. E194 BOP TO... D.n..1 DRAWN BY; BTAFF DEED BY; R. 1B'ENB C CCED BY: BTAFF DAEo DEC DEPARTMENT OF ENGNEERNG SCOTT DRVE 1 SEET JO. STA s" 1+ of 1