... ~... LOCATION AND VICINITY MAP VICINTY MAP SCALE: NTS ALASKA POA Colville River Native Village of Nuiqsut

Size: px

Start display at page:

Download "... ~... LOCATION AND VICINITY MAP VICINTY MAP SCALE: NTS ALASKA POA Colville River Native Village of Nuiqsut"

Garey Nash
5 years ago
Views:

$VICINTY MAP SCALE: NTS \ ALASKA. f".iiriwiics t COLVILLE RIVER ROAD 00[ ~ PfifJ>ARAOOtt N'f'\DHT'S IWE: 16 WAY 2014 NAlM WJ.$

1 VICINTY MAP SCALE: NTS \ ALASKA. f".iiriwiics t COLVILLE RIVER ROAD 00[ ~ PfifJ>ARAOOtt N'f'\DHT'S IWE: 16 WAY 2014 NAlM WJ.AGE ~ IUQSlJT LOCATION AND VICINITY MAP... ~... l.ocallott "N, SECTIOHS 18, 19, JO IH R. 4 E.; UW.T loi:rilwl. ~ Access Road Project Location Map ~ Sheet 1 of 7 May 2014

2 4' CONSTRUCTION LIIAITS T. 12' ROKNIAY VARIES 6, ROADWAY ~ ;:m (16' ROKNIAY- r-..._ ~ WITH ) -+!--...,~..,,._ 6' SEI. CT BORROW -...,""'"'".,.,...,...,.;...,..,...,...,..""""R-~ L FILl'~ FINISH~~- ~-..-:~ <: :.. <:_.,_ :.ij}i_~.. ~.j!... ~ S ii! :~~.,j!. ~ EXISTING GRADE ::s 4' CONSTRUCTION UUITS t "'-- SEPARATION fabric TYPICAL ROAD SECTION VARIES.. ~~~~t-., h _.tl!lies: FILl AS NEEDED (NTS) STA TO STA EI.L; foi..low PROCEDURES DESCRIBED IN SECTlON 203 Of 1HE AKDOT&Pf STANDARD SPECIFICAOONS for PlACING EI.IBANKI.tENTS. 2. SEPARATION fabric PlACEIAENT Of SEPARATION fabric SHAll CONfORM TO SECTION 630 Of THE AKDOT&Pf STANDARil SPECIFICAOONS. TIICK ,...,..,...,...,...,... ~,..,..,..,..., FINISHID GRADE 60" 60" loiniuuia TOTAL THICKNESS, 6" SELECT BORROW-- ~~~~--~~~- IIINIUUIA UfT THICKNESS, IIAXIIIUII COIIPACIION, 12" IIAXIIIUII UfT FILL--. THICKNESS-SII«ll. l.ft SEPARATION fabric EXISTING GRADE ROAD STRUCTURE DETAIL (NTS) STA TO STA COLVILLE RIVER ROAD DATE Of PREPARATION: APPt..!CANI's NAUE: 16 IIAY 2014 NATM: IIIUJGE Of NUIQSUT TYPICAL ROADWAY SECTION & DETAILS LOCATION: JOO"N, SECOONS 18, 19, 30 ANC R. 4 E.; UIIIAT IIERtDIAN, ALASKA NEAREST WATERWAY: COI.VI Access Road Project Road Typical Section Sheet 2 of 7 May 2014

3 BEGINNING OF COLVILLE RIVER ACCESS ROAD 1 f i ~ 2 i 0 I 5 t r ~ L l l _J TYPICAL ROADWAY PLAN NTS -lll0 ~ GRAPHIC SCAL ; IN FEET Access Road Project Road Alignment, Beginning of Project Sheet 3 of 7 May 2014 L-----~--~----~----~----~----~-

4 GRAPHIC SCALE ' IN FliT Access Road Project Road Alignment, Middle Section Sheet 4 of 7 May 2014

5 A 100' RADIUS TURN AROUND END OF COLVILLE RIVER ACCESS ROAD., 0 """' GRAPHIC SCALE IN FEET Access Road Project Road Alignment, End of Project Sheet 5 of 7 May 2014

6 SANDBAG HEADWALL DETAIL PROPOSED FINISH ROAD SURFACE :Z :i EXISTING GROUND fu.ed BOTTOM FOR ASH PASSI.GE BEDDING MATERIAL IAAXIUUU COUPACTlON OUTLET ALLED BOTTOII FOR FISH PASSI.GE ~ 1. All S WITH HEADWALL AND END-SECTIONS ARE TO BE FIELD STAI<EO. 2. NOTES FOR l't'plcal SECTION DETAIL APPLY HERE ALSO. 3. SANDBAGS SHOULD BE WHITE OR LIGHT IN COLOR ANO APPROVED BY CONTRACTING OFFICER THROUGH A SUBMITTAL -4. PLACE SANDBAGS LONGilUDINALLY DOWN SLOPE. COLVILLE RIVER ROAD DATE OF PREPARATlON: 16 MAY 20H APPI.JCANT'S IWIE: NATIVE \IIUAGE OF NUIQSUT 5. OVERLAP SANDBAGS SO THAT NO EIABANKIAENT AAfA IS EXPOSED. 6. SANDBAG PLACEIAENT SHOULD STOP AT THE TOE OF THE EIABANKIAENT. 7. SANDBAG PROTECTION EXTENDS 12 INCHES HIGHER THAN THE AND ONE OWAETER ON EITHER SIDE. 8. FOR CULIIERTS.a OR GREATER IAINIIAUIA SPACING BETWEEN S IS ONE HALF THE OWAETER OF THE LARGER OR 3' WHICHEIIER IS LESSER. lypical SANDBAG DETAILS LOCAllON: "N, SECTIONS 18, 19, 30 AND R. -4 E.; UIAIAT l.terioian, N.JSI<A NEAREST WATERWAY: COLVI POA W.. Access Road Project Fish Stream Culvert & Sandbag Detail Sheet 6 of 7 May 2014

7 ~--~2~ --~~ PROPOSED ANISH SURFACE--, ~NG ~ J- =-~~s~:::;;r;;;::;;;:;========~~===:sep::::aaa:'::n:':on~fabric=~f=12=.=uini=u=>=jl-- PIPE - INSTALL ALL UINOR S Yf1TH A XX CHAIIBER Q.e. RAISE UIDPOINT A DISTANCE EQUAl TO XX OF lhe 01/ERAU. PIPE LENGTH) TYPICAL MINOR CROSSING S 36" lliaueter AND LESS PROPOSED ANISH ROAD SURFACE WllHIN lhe NOTED UUITS lhe BEDOING UATERIAL SHALL BE COUPACTED TO UAXIUUII. BEDDING UATERIAI. SHALL UEET lhe REQIJREUENTS FOR SEI. CT UATERIAL. TYPE A, W11H 1HE ADDITIONAL REQUIREUENT lhat 1 ODX or lhe UATERW.. PASSES 1HE 3" SCREEN. BEDOING uaterial SHALL BE FREE or FROZEN CLODS. VARIES SEE NOTE 1 TYPICAL SECTION.llQJIS; 1. lhe BEDDING DEP1H FOR 24" DIAIIETER S AND SUALlER IS 4" UINIUUU. 1HE BEDDING DEP1H FOR S GREATER 1HAN 24" IS 6" UINIIAUU. 2. FOR 24" DIAUETER S OR SUAI..l.ER, PLACE lhe tiiiert OF 1HE tllels 2" BELOW NATURAL GROUND. FOR 36" lliaueter S PLACE 1HE tiiiert OF 1HE INLET 3" BELOW NAlURAL GROUND OR DRAINAGE BOTTOU. FOR FISH PASSAGE S PLACE 1HE INVERT 18" BELOW 1HE lhalweg. 3. WHERE APPlJCABlE ( SLOPE = 0 OR LESS), 1HE INVERT OF 1HE OUil T FOR ALL S SHOULD BE AT NATURAl GROUND I1VEL 4. INVERT FOR ALL PRAC1lCAl PURPOSES II ANS 1HE BOTTOU OF 1HE. 5. ALL S TO BE INSTALLED Yf1TH XX CAUBER (i.e. RAISE 1HE PIPE I.IDPOINT A DISTANCE EQUAl TO 1.0X OF lhe OIIERAI.l PIPE LENGTH). COLVILLE RIVER ROAD DATE or PREPARATlON: APPUCANT'S NAI.tE: 16 UAY 2014 NATIVE IIIUAGE OF NliQSUT TYPICAL CROSS-DRAINAGE DETAILS LOCAOON: JOO'N, SECTIONS 18, 19, 30 AND R. 4 E.; UUIAT UERIDIAN, AlASKA NEAREST WATERWAY: COLVI Access Road Project Drainage Culvert Detail Sheet 7 of 7 May 2014

COATING AND STRUCTURAL CONCRETE COATING (ANTI-GRAFFITI) 1'-3" FINISHED GRADE 1'-3" 3" VENEER ALLOWANCE LEDGER W/ MECHANICAL ANCHOR BOLT

R "W" PAY LIMITS OF ITEM 601 PAY LIMITS OF ITEM 601 STRUCTURAL CONCRETE STRUCTURAL CONCRETE 1'3" PCBC END SEGMENT B C 1'3" COATING AND STRUCTURAL CONCRETE COATING (ANTIGRAFFITI) 1'3" CURB FINISHED GRADE