HILLCREST COMMUNITY ASSOCIATION

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1 DRAWING LIST DRAWING NUMBER DESCRIPTION REV PLAN/PROFILE - 1+ TO /4/ PLAN/PROFILE TO /4/ PLAN/PROFILE TO /4/ PLAN/PROFILE TO /4/ PLAN/PROFILE TO END 1 213/4/ RETAINING WALL FRONT VIEW 1 213/4/ TYPICAL SECTIONS 1 213/4/ DETAILS 1 213/4/ TO -129 CROSS SECTIONS 1 213/4/9 AE Project Number: LEGEND: TOE OF FILL TOP OF BANK POWER POLE ANCHOR X TOE OF FILL ALIGNMENT TOP OF BANK DITCH X 1+ STREET LIGHT TEST HOLE MANHOLE (UNIDENTIFIED) CATCH BASIN FIRE HYDRANT VALVE CULVERT DRAWING NUMBER REV. NO

2 STA = ELEV =.149 STA = 1+1. ELEV =.6 STA = ELEV = % -.214% +.66% -.38% -.136% % STA = ELEV =.436 TIE TO ROAD AS DIRECTED DESIGN PROFILE GROUND 1+15 STA = 1+4. ELEV =.135 STA = ELEV =.128 LIMIT OF CONSTRUCTION 1+ PI N E m N E BC: Start: 1+ m m BC: EC: PI N E R=1. c=75 32'22" A.D.=12.25 Arc= Es=2.651 R=1. c=35 35'2" A.D.=6.112 Arc=6.211 Es=.52 m m 1+1 ALASKA HIGHWAY CONCRETE NO-POST BARRIER PI N E EC: INSTALL GABION BASKET RETAINING WALL TO REFER TO WA1312_1 & WA1312_2 FROM MACCAFERRI INSTALL STOP SIGN INSTALL BICYCLIST SIDEWALK FROM 1+3 TO 1+23 PROPANE TANK CONCRETE RETAINING WALL. MONITOR WALL FOR SIGNS OF MOVEMENT DURING CONSTRUCTION, STOP WORK AND NOTIFY ENGINEER IF SIGNS OF MOVEMENT IS OBSERVED 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :5 H / 1:5 V E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 PLAN/PROFILE 1+ TO SEE SEE /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION PI N E PI N E PI N E

3 PI N E PI BC: BVC: ELEV:.123 PVI STA: PVI ELEV:.16 K:6.138 LVC:3. EVC: ELEV: % STA = ELEV =.937 STA = ELEV = % -.44% +.393% +.785% -.112% STA = ELEV =.24 DESIGN PROFILE GROUND 1+15 STA = ELEV =.136 m m m PI N E m m BUILDING m X X X X m m X X X X X m m m m m m m CONCRETE NO-POST BARRIER BUILDING N E CONCRETE RETAINING WALL MONITOR WALL FOR SIGNS OF MOVEMENT DURING CONSTRUCTION, STOP WORK AND NOTIFY ENGINEER IF SIGNS OF MOVEMENT IS OBSERVED R=1. c=2 6'19" A.D.=3.491 Arc=3.59 Es=.156 EC: BC: INSTALL GABION BASKET RETAINING WALL TO REFER TO WA1312_1 & WA1312_2 FROM MACCAFERRI INSTALL BICYCLIST SIDEWALK FROM 1+3 TO 1+23 PI N E EC: ALASKA HIGHWAY WIDEN SHOULDER TO ACCOMO BARRIER FLARE & INSTALL BARRIER FLARE 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :5 H / 1:5 V E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 PLAN/PROFILE 1+15 TO 1+3 SEE SEE /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION R=3. c=28 29'4" A.D.= Arc= Es= SEE X X SEE

4 /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT -5.% R=22. c=2 45'6" A.D.=1.564 Arc=1.565 Es=.63 BC: EC: X X SEE X X PI N E m m PVI STA: PVI ELEV:.835 K:5.159 LVC: BVC: ELEV:.712 EVC: ELEV:.85-5.% +.815% BVC: ELEV:.989 EVC: ELEV:.362 PVI STA: PVI ELEV:.239 K:5.159 LVC:3. DESIGN PROFILE INSTALL 6.5m x 4mm DIA CSP GROUND PI N E PI N E X X X R=2. c=35 33'34" A.D.= Arc= Es=1.3 X X X m X X X X X X m X X X X BC: BC: X m X X X X X X BC: EC: EC: R=4. c=29 42'21" A.D.=2.57 Arc=2.739 Es= R=5. c=9 57'54" A.D.=8.685 Arc=8. Es=.19 INSTALL 6.5m x 4mm DIA. CSP BUILDING BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :5 H / 1:5 V E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 PLAN/PROFILE 1+3 TO 1+45 m m PI N E m ALASKA HIGHWAY m m SEE SEE SEE

5 PI SEE m EC: X X m m m m m m RELOCATE X X X X X X X X INSTALL 6.m x 4mm DIA. CSP 1+5 m X X X X R=5. c=12 28'29" A.D.=1.865 Arc=1.886 Es=.298 BC: X X X X EC: m m m 1+6 SEE N E NO SURVEY DATA AVAILABLE PVI STA:1+49. PVI ELEV:.235 K:5.882 LVC:3. SEE % BVC: ELEV:.985 EVC: ELEV:.25 DESIGN PROFILE SEE % CONTRACTOR TO CONFIRM GROUND FROM 1+44 TO 1+5 PRIOR TO CONSTRUCTION INSTALL 6.m x 4mm DIA. CSP GROUND /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :5 H / 1:5 V E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 PLAN/PROFILE 1+45 TO

6 1 213/4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT SEE % SEE % +.% PVI STA:1+67. PVI ELEV:.415 K: LVC:2. BVC: ELEV:.45 EVC: ELEV:.294 BVC: ELEV:.233 EVC: 1+. ELEV:.173 STA = ELEV =.173 PVI STA:1+69. PVI ELEV:.173 K:8.234 LVC:1. TIE TO TRAIL AS DIRECTED 1+72 PI N E PI N E R=25. c=38 49'35" A.D.= Arc= Es=1.57 MATCH TRAIL BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :5 H / 1:5 V E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 PLAN/PROFILE 1+6 TO END BC: m X X X X X X X X m BC: m BC: EC: End: N E EC: LIMIT OF CONSTRUCTION EC: R=5. c=15 59'58" A.D.= Arc= Es=.491 m m R=2. c=2 34'42" A.D.=7.145 Arc=7.183 Es=.327 m m m m PI N E ALASKA HIGHWAY m m

7 DESIGN PROFILE GROUND AT CENTRELINE TOP OF WALL ELEV..45 ESTIMATED FILL LINE TOP OF WALL ELEV..95 BICYCLIST SIDEWALK SEE BELOW TOE OF ROAD FILL ESTIMATED FILL LINE GABION BASKET RETAINING WALL 3., TYP. 2. GABION BASKETS 3.m LENGTH, TYP. INSTALL 2.m LENGTH BASKETS ON BOTTOM WALL AT RETAINING WALL TO PROVIDE STAGGERED PATTERN CONCRETE RETAINING WALL SEE ABOVE DESIGN PROFILE TOP OF WALL ELEV..95 TOP OF WALL ELEV..45 TOP OF WALL ELEV..45 BICYCLIST SIDEWALK GROUND AT CENTRELINE CONCRETE RETAINING WALL 2. 3., TYP. GABION BASKETS 3.m LENGTH, TYP. INSTALL 2. m LENGTH BASKETS ON BOTTOM WALL AT RETAINING WALL TO PROVIDE STAGGERED PATTERN GABION BASKET RETAINING WALL TOE OF ROAD FILL ESTIMATED FILL LINE 1 NOTE: 1. REFER TO MACCAFERRI TERRAMESH DETAIL DRAWINGS WA1312_1 AND WA1312_2 FOR TYPICAL RETAINING WALL DESIGN. 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF RETAINING WALL SYSTEM FOR REVIEW PRIOR TO INSTALLATION /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :2 M. BOWEN 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 RETAINING WALL FRONT VIEW

8 PATH PATH PATH 5 mm THICK ASPHALT PAVEMENT CONCRETE NO-POST BARRIER MATCH ROAD ELEVATION 1 mm THICK GRANULAR BASE TO MEET YTG GRAN 'A' SPECIFICATIONS GROUND BACKFILL % 125 TYP. 275 BICYCLE 5 mm THICK ASPHALT PAVEMENT 1 mm THICK GRANULAR BASE TO MEET YTG GRAN 'A' SPECIFICATIONS BACKFILL GROUND % STRIPPING DEPTH 1mm 5 mm THICK ASPHALT PAVEMENT GROUND 1 mm THICK GRANULAR BASE TO MEET YTG GRAN 'A' SPECIFICATIONS % STRIPPING DEPTH 1mm 5 TYP. BENCH SLOPE COMPACTED FILL TO BE BROUGHT UP IN STAGES WITH BENCHING STRIP SLOPE PRIOR TO BENCHING SECTION TYPICAL 1.5:1 FILL STATIONS 1+4 TO 1+93 AND 1+21 TO 1+23 STRIPPING DEPTH 1mm 1:1 SECTION TYPICAL 2:1 FILL 1:1 SECTION TYPICAL CUT 1: /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 TYPICAL SECTIONS

9 2 MAX. 1Ø VENT HOLES (TYP.) 35 WELD (TYP.) MOUNTING FOR TOP OF WALL SLIP IN POST OR ANCHOR PLATE 2 1 FILL WITH EXPANDING GROUT AFTER POSTS ARE IN PLACE DETAIL TYPICAL CULVERT INSTALLATION N.T.S. DETAIL N.T.S. BICYCLIST SIDEWALK 1 213/4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST AS NOTED E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 DETAILS

10 /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

11 /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

12 75 75 BUILDING BUILDING /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

13 BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

14 /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

15 TOP OF BANK TOP OF BANK TOP OF BANK TOP OF BANK /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

16 TOP OF BANK TOP OF BANK TOP OF BANK TOP OF BANK TOP OF BANK /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

17 /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

18 /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

19 /4/9 S.B. J.A.S. ISSUED FOR CONSTRUCTION 213/3/2 S.B. M.B. ISSUED FOR TENDER NO. ENG. BY SUBJECT BAR IS 2mm ON 2mm IF NOT 2mm ON THIS, ADJUST :25 E. JOHNSON 213/1/14 E. JOHNSON 213/1/14 R. KORPELA 213/1/14 SECTIONS

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