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so- 140-STATE , PROJECT 0ESIGr4ATI0N YEAR

SHEET TOTAL NO. SHEETS

STATE OF ALASKA DEPARTMENT OF TRANSPORTATION

&

PUBLIC FACILITIES

PROPOSED HIGHWAY PROJECT. MGS-0A4-5 (18) /6177 NORTHERN REGION A MPROVEMENTS, ? n

AIRPORT WAY, MAf^ET^P^WILBUR

PROJECT AREA

^1 ALASKA I MGS-0A4-5(18) 120031 1 I 21

I CDS ROUTE: 1757000 I MILEPOINT: 1.530 TO 2.460 U:\Hwy\61774\0wgs\61774w01-Loyoul1

INDEXf OltSHEETS SHEET NO. I # * ^ ^ ^ .^'" OES^IPTION

1 i m E S H ^ , 1 , , a ^ jGfJjHTROL tJSAWING J

£ 3 ' ^ , | i m A L SEct^NS ^ ^ ^ ^ i H s T p j E OF Q U A N T I T I E S & SUMMARIES

i^§EPAfSS[gD i?ATH WIDENING IMlORE StRiEET SIDEWALK lEJjijSTING: ISLAND, DRIVEWAY & CURB RAMP LOCATIONS

CONTROL DEVICES I CURB CUT DRIVEWAY DETAILS I CURB RETURN DRIVEWAY DETAILS I PARALLEL CURB RAMPS I MODIFIED PARALLEL CURB RAMPS I SIDEWALK, CURB & GUHER DEATAILS I INTERSECTION DETAILS I ISLAND DETAILS I PEDESTRIAN PUSH BUTTON POST I EROSION SEDIMENT & CONTROL PLAN

ftS

^ ^ 1 1

12 13

14-15 16-19

20 21

THE FOLLOWING STANDARD DRAWINGS APPLY TO THIS PROJECT: A - 1 . C-03.10, D-20.03, 0 -23 .00 , E-09.00. L -23 .01 , M-20.12, M-23.12. S-00.00. S - 0 5 . 0 1 , S-30.03, T-34.01

PROJECT SUMMARY WIDTH OF PAVEMENT LENGTH OF GRADING LENGTH OF PAVING LENGTH OF PROJECT

I VARIES, 3 - 7 FEET I 3700 FEET + SPOT REPAIRS I 3700 FEET + SPOT REPAIRS I 3700 FEET + SPOT REPAIRS

DESIGN DESIGNATIONS

AOT (2001) %J (2001) V (MPH)

I AIRPORT WAY I 24.175 I 3.0 I 45

I FRONTAGE ROAD 2,675

2.0 30

PLANS OCVEtOPEO BY: Jaka Alton. UNKR THC. SUPtltVISION Of:

STATE OF ALASKA DEPARTMENT OF TRANSPORTATION

& P U B L I C FACILITIES

APfppVEO BYd, , / a » ^ DATE

^/f/ij PracoAStruction EnginMT. DMign ft Engin«tfirtg ServtCM ACCEPTED FQalcoNsmucmN I /

Mortin Ott ' Acting Regiono) Director, Northern Reyron

TEA-000S(Z12)

/ e rosz

LOCATION MAP NOT TO SCALE

VICINITY MAP NOT TO SCALE

SECTIONS B AND 9 . T1S R1W FAIRBANKS MERIDIAN USGS QUAD: FAIRBANKS ( D - 2 ) , ALASKA

TEMPORARY BENCH

O Q .

IT)

00

+ O i n

NORTH 3964141 3964141 3964056

EAST 1361868 1363441 1366090

I ELEV 432.95 435.05 434.69

MARKS I DESCRIPnONS I TOM 02 -1

I TBM 0 2 - 2 I TBM 0 2 - 3

'I #25 , 7 i ^ « 0 4

'749.05 (R)

SEE NOTE 4

CO

on <

SEE DETAIL 1003

TBM 0 2 - 1

A

LEGEND

RECOVERED CENTERLINE MONUMENT

PK NAIL SET THIS SURVEY

RECOVERED SECONDARY

TBM LUMINAIRE

TBM SIGNAL POLE

55~

GENERAL NOTES

1 . THIS IS AN ENGLISH DRAWING. ALL UNITS ARE FEET UNLESS OTHERWISE NOTED.

2 . THE BASIS OF VERTICAL CONTROL IS TBM 3 0 4 WITH AN ELEV OF 4 3 6 . 3 9 FEET ( 1 3 3 . 0 1 2 METERS) FROM THE 1996 UNIVERSITY TO MARKET STREET SURVEY. PROJECT NO. 6 5 4 1 2 . BOOK 3 OF 2 3 . PAGE 8 . THE TBM IS AN X BOLT ON TOP OF A FIRE HYDRANT 3 0 ± FEET WEST OF THE WEST WALL OF SEARS.

3. THE BASIS OF COORDINATES IS TP 7 FROM THE ALASKA DEPARTMENT OF TRANSPORTATION GPS SURVEY DATED APRIL 12 . 2 0 0 2 .

NAD 8 3

LAT. 6 4 50" 1 3 . 3 0 7 5 0 " N.

LONG. 147 4 6 * 2 2 . 2 4 5 1 0 " W.

ALASKA STATE PLANE ZONE 3 NORTH 1 2 0 8 3 1 0 . 7 4 4

EAST 4 1 5 8 7 2 . 8 4 3 (METERS)

NORTH 3 9 6 4 2 6 6 . 1 7

EAST 1 3 6 4 4 0 9 . 4 9 (FEET)

4 . THE BASIS OF BEARING IS N 8 3 - 1 0 " 5 3 " W BETWEEN THE RECOVERED MONUMENT. POINT NO. 1003 . AT THE INTERSECTION OF MARKET STREET AND AIRPORT ROAD AND TRAVERSE POINT NO. 21 FROM THE DECEMBER 1 9 9 6 AIRPORT CONTROL DRAWING BY LEE SAYLOR. POINT NO. 21 OF THE 1996 SURVEY IS POINT NO. 25 THIS SURVEY. A RECOVERED REBAR AND CAP AT THE NW CORNER OF THE INTERSECTION OF STRAND AVE. AND THE NORTH AIRPORT FRONTAGE ROAD.

5. THE BASIS OF STATIONING IS ASBUILT STATION " L " 5 0 + 1 8 . 1 5 FROM THE AIRPORT WAY PROJECT NO. F - 0 6 2 - 4 ( 1 0 ) AT THE INTERSECTION OF AIRPORT ROAD AND MARKET STREET.

STATE I PROJECT DESIGNATION | YEAR | ^ " | g l J ^

P| ALASKA I M G S - 0 A 4 - 5 ( 1 8 ) | 2 0 0 3 | 2 j 21 tol I I I I

U:\H«y\61774\LKation\OrigirMls\1-24-03 Control Uorltel to WHMT-I

I hereby certify ttiat I gm property Registered and Ueansed to practice Land Surveying In the State of Alaslca, and that t h i s • • f lat repi

supervision. represents a survey made by me or under my

that the monuments shown hereon actually ' exist as described, and that all dimensions and other details are correct to the extent shown hereon.

8689-S DATE: <^< f j f *~ ^ J

R. SCOTT SEXTON Registered \ jani Surveyor

Number

I CENTERLINE • POINT NO.j NORTHING | EASTING

I 1003 I 3964239.41 | 1361844.22

I 1005 I 3964120.03 I 1366125.77

•CENTERLINE IS OFFSET 7.75' NORTH

MONUMENTS* I DESCRIPTION

I RECOVERED 3 1 / 4 " BRASS CAP

1 RECOVERED 3 1 / 4 " BRASS CAP

6. THE CENTERLINE OF AIRPORT ROAD RECOVERED CENTERLINE MONUMENTS.

IS OFFSET 7 .75 FEET NORTH OF THE

POINT NO. 1 2 3 4 5 6 7 8 9 25

NORTHING 3964160.76 3964159.11 3964139.01 3964114.66 3964064.42 3964224.33 3964266.17 3964284.77 3964311.93 3964447.06

SURVEY CONTROL EASTING I

1362163.87 |

1362874.43 |

1363429.54 |

1364599.20 |

1366083.10 I

1365819.54 |

1364409.49 |

1363816.59 |

1362864.69 |

1360107.55

DESCRIPTION

SET PK

SET PK

SET PK

SET PK

SET PK

SET PK

SET PK

SET PK

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

SET PK NAIL

7 A 6;?*.

7. TRAVERSE POINT NO.

. 9

7 HAS BEEN DESTROYED.

N 88'21'55" W

60~

952.29

AIRPORT WAY CENTERLINE 6 5 ~

S 89 '52 '00" E

710.56 S 87-55'35" E

555.47 ^ TBM 0 2 - 2

S 8 8 * 2 4 ' i r • • _

4283.21

593.19

N 88"12'12" W'

I I

I RECOVERED REBAR / ALUMINUM CAP|

> o

70~ 75~

£1. 3 TBM 0 2 - 1 TOP CENTER OF THE NE BOLT AT THE BASE OF THE NORTH BOUND MARKET ST SIGNAL POLE ON THE EAST SIDE OF MARKET ST AND TO THE SOUTH OF AIRPORT RD DUE

WEST± OF THE "AIH" SIGN IN THE PARKING LOT. ELEV = 432.95

S 88'48'27" E

1169.92 '

TBM 0 2 - 2 X ON NORTH BOLT AT THE BASE OF THE LUMINAIRE IN THE SW QUAD OF AIRPORT RD AND PEGER INTERSECTION. ELEV= 435.05

+ o o

TBM 0 2 - 3 TOP OF NE BOLT AT THE BASE OF LUMINAIRE/SIGNAL POLE IN SW QUAD OF AIRPORT & WILBUR ST INTERSECTION ELEV= 434.69

1410.67

N 8 8 - 1 8 ' o r W"

CO

o

+

Q:

so 100 ISO 200 300

80 ' as-

. 5 88-03'38"

1484.74

90~

o

+ K)

cm

m

^ ^

1005

TBM 0 2 - 3

DETAIL " A " NOT TO SCALE

SCALE r = i o o '

500 J

[1003^7.75

F j062 -4 (10 ) AIRPORT ROAD CENTERUNE

. S 8 8 - 2 4 ; i 1 - E . 1 I 428^.21

o

+

\ _ v .75

,_t_ 1005,

IS Ol

CONTROL SHEET 1 OF 1

DAIE OF SUmCY

Baginfiing: JWAJWRY 22. 2002

EmfinQ: APfBL 19. 2002

JUNE 18. 2002

NMIE m O A D O R B S : Ocportffwni of Tiansponatfon and PuMe FaOBSm (DOTftPF) 2301 Pagv Rood Foirbonte, Moaks 99709

DRAWN Br:

omlb

CONTROL DRAWING

NORTHERN REGION ADA IMPROVEklENTS MGS-0A4-S( 18)/61774

within SECTIONS a AND 9

TOWNSHIP t SOUTH, RANGE 1 WEST. FAIRBANKS MERIDIAN. ALASKA

FAIRBANKS RECORUNe W I K K I

SCMJE: I CHECKED E

1 ' = 100' I REW/RSS/mJI I

FILE NO.:

STATE I PROJECT DESIGNATION | YEAR | ^51o^ | ^ ^ ^ j

^1 ALASKA I M G S - 0 A 4 - 5 ( 1 8 ) 120031 3 I 21 u>l I 1 1 1

C (PROFILE POINT) U:\Hwy\61774\Dwgs\Sect lons-Sect ions

ROUND SLOPE. TYP

1.5%

EXISTING GROUND

EXISTING SIDEWALK

EXISTING GROUND

.0- j 8 " ON PEGER ROAO/AIRPORT WAY ISLANDS 6 ' ELSEWHERE I

• 4 CONCRETE

• 1 2 ' SELECTED MATERIAL. TYPE A

MOORE STREET-AIRPORT WAY STUB SEE NOTE § 2

•EXISTING GROUND

6 l l

6 '

EXPANSION JOINT

1.55C

UNCLASSinED EXCAVATION

16" TO MOORE STREET <t

PROnLE POINT (MATCH EXISTING ROADWAY ELEVATION)

SAWCUT, MATCH EXISTING

EXISTING ROADWAY ASPHALT

• 4 " CONCRETE

• 1 2 " SELECTED MATERIAL. TTPE A

MOORE STREET

PRORLE POINT (MATCH EXISTING PATH ELEVATION)

EXISTING GROUND 5'

EXISTING SIDEWALK

EXISTING ACCESS CONTROL FENCE

, ^

-SiL^u.

UNCLASSinED EXCAVATION

4 ' CONCRETE

12" MAX SELECTED MATERIAL. TYPE ^ SEE NOTE | 6

AIRPORT WAY (SOUTH) SEPARATED PATH

j r BACKING CURB. T fP

^—EXPANSION JOINT. TYP

4 " CONCRETE

IN SITU MATERIAL. SEE NOTE | 1

SECTION A - A . AIRPORT WAY ISUNDS SEE NOTES i i & §5

4.5'

MATCH EXISTING SLOPES

EXPANSION JOINT

s ^ 2.0% MAX

DINT—»

S- \

I SAWCUT. MATCH EXISTING


CURB. TYPE VARIES WTO,LOCATION

4 " CONCRETE

IN SITU MATERIAL. SEE NOTE #1

AIRPORT WAY (NORTH) RECONSTRUCTION

NOTES:

1. EXCEPT FOR NEW SIDEWALK. ANY BACKFILL REQUIRED TO BRING THE SIDEWALK. CURB ft GUTTER OR ROADWAY ASPHALT UP TO GRADE WILL BE SELECTED MATERIAL. TYPE A. AND WILL NOT BE PAID FOR DIRECTLY BUT IS SUBSIDIARY TO 608 ITEMS.

2. STUB SIDEWALK CROSS-SLOPE DRAINS TO THE WEST.

3. ISLAND SIDEWALK CROSS-SLOPE DRAINS AWAY FROM ROADS INTERSECTING AIRPORT WAY AND TOWARDS THE MAIN BODY OFF THE ISLAND.

4 . SEE SHEET 13 FOR STEEL REINFORCEMENT REQUIREMENTS.

5. REMOVE EXISTING SIDEWALK ON AIRPORT WAY ISLANDS AND CONSTRUCT NEW SIDEWALK. AS SHOWN ON THE PLANS. RLL DEPRESSIONS CREATED DURING CONSTRUCTION WITH SELECTED MATERIAL. TYPE A. GRADE TO DRAIN. AND SEED PER SECTION 618 .

6. AT THE DISCRETION OF THE ENGINEER, THE 1 2 ' BASE MAY BE REDUCED OR OMITTED ON THE AIRPORT WAY SEPERATEO PATH.

TYPICAL SECTIONS

<K

A \ 1 2 3

f 4 1 5 1 6 1 • 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 I 15

1 16

1 LOCATION 12950 AIRPORT WAY 12830 AIRPORT WAY 12830 AIRPORT WAY 12300 AIRPORT WAY 12300 AIRPOKI WAY |2136 AIRPORT WAY |2130 AIRPORT WAY 12130/2122 AIRPORT WAY 12110/2114.AIRPORT WAY |2038 AIRPORT WAY 12034 AIRPORT WAY 12030 AIRPORT WAY |2026 AIRPORT WAY |2022 AIRPORT WAY 1 WILBUR STREET/ALLEYWAY 11420/1424 MOORE STREET

DRIVEWAY SUMMARY DESCRIPTION

TEAM CUTTERS HAIR SALON 1st ASSEMBLY OF GOD CHURCH 1st ASSEMBLY OF GOD CHURCH PIONEER PARK PIONEER PARK DENTIST o r n c E HOUSE PUBUC EMPLOYEES LOCAL 71 ALUMINUM SHED HOUSE RETAIL JEWELER HOUSE HOUSE HOUSE JUNCTION OF ALLEY AND WILBUR STREET SENIOR CENTER / APARTMENTS

TYPE OF USE COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL RESIDENTIAL COMMERCIAL RESIDENTIAL RESIDENTIAL COMMERCIAL COMMERCIAL COMMERCIAL RESIDENTIAL COMMERCIAL COMMERCIAL

WIDTH 24' 26* 26" 40' 40' 24' 16' 24" 14' 14" 24' 24' 24" 16' 24' 34'

CONTROL CENILK CENTER CENTER CENTER CENIER SPECIAL CENTER

EAST CENTER CENItK

WEST WEST WEST WEST

CENTER CENILR

1 COMMENTS JSEE NOTE 1 2 |AT WEST SIDE OF PARKING LOT 1 AT EAST SIDE OF PARKING LOT |AT WEST SIDE OF PARKING LOT JAT EAST SIDE OF PARKING LOT jSEE NOTE if 1 AND | 2

1 jSEE NOTE f 2

1 1 |SEE NOTE ; 2 jSEE NOTE ijl 2 jSEE NOTE f 2

1 1 1

DRIVEWAY NOTES: 1. THE TWO EXISTING DRIVEWAYS AT 2136 AIRPORT WAY WIU. BE REMOVED AND A NEW DRIVEWAY CONSTRUCTED CENTERED ON THE EXISTING OFFICE BUILDING. 2. THE DRIVEWAYS AT 2026, 2030. 2034, 2310 /2122, 2136 ft 2950 WILL BE WIDENED TO MEET COMMERCIAL DRIVEWAY STANDARDS. 3. THE CONTROL 'CENTER' MEANS TO MATCH THE CENTERUNE OF NEW DRIVEWAY WTIH THE CENTERLINE OF EXISTING DRIVEWAY, WIDEN DRIVEWAY SYMMETRICALLY TO BOTH SIDES. 4. THE CONTROL 'WEST' MEANS TO MATCH THE WEST EDGE OF THE NEW DRIVEWAY WITH THE WEST EDGE OF THE EXISTING DRIVEWAY, WIDEN DRIVEWAY TO THE EAST. 5. THE CONTROL 'EAST MEANS TO MATCH THE EAST EDGE OF THE NEW DRIVEWAY WITH THE EAST EDGE OF THE EXISTING DRIVEWAY, WIDEN DRIVEWAY TO THE WEST 6. MINOR ADJUSTMENTS IN DRIVEWAY LOCATIONS MAY BE REQUIRED IN THE FIELD, SUBJECT TO APPROVAL BY THE ENGINEER.

NEW SIGN SUMMARY SIGN

NUMBER 1 2 3

STATION I OFFSET I LT I RT

80+44.2 I I 74.25' 80+44.2 I I 74.25' 80+44.2 I I 74.25'

SIGN CODE W1-7 OM-4 OM-4

SIGN LEGEND SYMBOL

Rt lLEaORS REFLECTORS

SIZE I THICKNESS (in) | AREA HxW (In) JUNFRAMEDJ FRAMED j (sq f t)

24x48 I 0.08 I I 8.00 18x18 I 0.08 I I 2.25 18x18 I 0.08 I I 2.25

REMARKS DIRECTION I POSTS j FACING I TYPE j SIZE (in) | No. |

S I PT j 2 I 2 (PRIMARY SIGN S I PT I 2 I 1 JSECONDARY SIGN, PLACE ON LEFT POST S I PT I 2 I 1 I SECONDARY SIGN, PLACE ON RIGHT POST

^ R l i

E Q. m

C7

NING NOTES: RIOR TO INSTALUNG POSTS. LOCATE AND PROTECT ALL NEW AND EXISTING UTILITIES, INCLUDING, BUT NOT UMITED TO PIPEUNES. UGHTING SYSTEMS. STORM AND SANITARY SEWERS.

WATER SYSTEMS, AND FIBER OPTIC, TELEPHONE, TELEVISION AND ELECTRICAL CABLES. NOT A a EXISTING UTILITIES MAY BE SHOWN ON THE PLANS. POST LENGTHS SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. ALL SIGNS SHALL BE INSTALLED PER STANDARD DRAWINGS S-OO.OO, S - 0 5 . 0 1 , S-30.03.

NOTES:

1. CLEAR AND GRUB WITHIN CATCHUNES FOR THE NEW MOORE STREET SIDEWALK AND SEPARATED PATH WIDENING ON AIRPORT WAY

2 . PAY ITEM 203(3A) IS INTENDED TO PAY FOR EXCAVATION REQUIRED FOR NEW MOORE STREET SIDEWALK AND SEPARATED PATH WIDENING ON AIRPORT WAY

3. PAY ITEM 401(7) IS INTENDED TO PAY FOR ASPHALT REQUIRED TO PATCH ROADWAYS AFTER INSTALLATION OF CURB AND GUTIER.

4 . MANHOLES TO BE ADJUSTED ARE LOCATED ON WILBUR STREET.

5. GUARDRAIL TO BE REMOVED IS LOCATED ADJACENT TO THE MOORE STREET-AIRPORT WAY STUB.

6. PAY ITEM 608(7) IS INTENDED TO PAY FOR EMBANKMENT MATERIAL REQUIRED FOR NEW MOORE STREET SIDEWALK AND SEPARATED PATH WIDENING ON AIRPORT WAY

7. ITEM 609(2) IS INTENDED TO PAY FOR NEW CURB ft GUTTER ALONG MOORE STREET.

8. ALL BACKING CURBS ARE LOCATED ON AIRPORT WAY ISLANDS.

9. ALL 3 NEW SIGNS ARE LOCATED ADJACENT TO THE MOORE STREET-AIRPORT WAY STUB.

10. THERE ARE TWO SIGNS TO BE REMOVED AND RELOCATED, ONE ON MOORE STREET AND ONE AT THE INTERSECTION OF MARKET STREET AND AIRPORT WAY

1 1 . OF THE 19 PEDESTRIAN PUSH BUTTONS ON AIRPORT WAY THERE ARE: 11 ON ISLANDS, 3 AT MARKET STREET. 4 AT PEGER ROAD AND 1 AT WILBUR STREET.

12. THERE ARE 5 JUNCTION BOXES TO ADJUST, 1 AT PEGER ROAD AND AIRPORT WAY AND 4 ON AIRPORT WAY ISLANDS.

13. ALL REQUIRED SAWCUHING WILL NOT BE PAID FOR DIRECTLY BUT IS SUBSIDIARY TO SECTION 202 ITEMS.

14. ALL REQUIRED REMOVAL OF CURB AND GUTTER WILL NOT BE PAID FOR DRIECTLY BUT IS SUBSIDIARY TO SECTION 202 HEMS.

15. LOCATE AND PROTECT ALL UTILITIES PRIOR TO CONSTRUCTION, PER SECTION 107. ALL UTILIHES ARE TO REMAIN IN SERVICE AT ALL TIMES EXCEPT AS ALLOWED PER SECTION 660.

STATE I PROJECT DESIGNATION |YEAR

g l ALASKA I M G S - 0 A 4 - 5 ( 1 8 ) j 2 0 0 3 u > l I I

U:\Hwy\61774\Dwgs\Quonl i ly -Loyout1

SHEET TOTAL NO. I SHEETS

2 1

ESTIMATE OF QUANTITIES ITEM I I PAY ITEM

201 (3B) I CLEARING AND GRUBBING 202 (2A) I REMOVAL OF PAVEMENT, SIDEWAU< ft CURB 203 (3A) I UNCLASSIFIED EXCAVATTON 401 (7 ) I ASPHALT CONCRETE, TfPE II, CLASS B 604 (4 ) I ADJUST EXISTING MANHOLE

606 (6A) I REMOVING AND DISPOSING OF GUARDRAIL 608 (1 ) I CONCRETE SIDEWALK 608 (6 ) JCURB RAMP 608 (7) I BED COURSE MATERIAL 609 (2) I CURB AND GUTTER. TYPE 1 609 (3) I BACKING CURB 615 (1) I STANDARD SIGN 6 1 5 ( 2 ) I REMOVE AND RELOCATE EXISTING SIGN 618 (2 ) I SEEDING 639 (1 ) I RESIDENCE DRIVEWAY 639 (2 ) I COMMERCIAL DRIVEWAY 6 4 0 ( 1 } IM0BIUZAT10N AND DEM0BIUZAT10N 641 (1 ) lEROSWN AND POLLUTION CONTROL ADMINISIRATION 641 (3 ) I TEMPORARY EROSION AND POLLUTION CONTROL

641 (4 ) I TEMPORARY EROSION AND POaUTWN CONTROL AMENDMENTS 642 (1) I CONSTRUCTION SURVEYING 643 (2 ) (TRAFFIC MAINTENANCE

643 (23) [TRAFHC PRICE ADJUSTMENT 660 (14) I PEDESTRIAN PUSH BUTTON 660 (15) (ADJUST JUNCTION BOX

OF THE TOTAL QUANTITY OF ITEM 608(1). IT IS ESTIMATED THAT THERE IS 300 SQUARE YARDS OF SPOT REPAIRS. 1000 SQUARE YARDS OF PATH WIDENING. 550 SQUARE YARDS OF NEW SIDEWALK ft 350 SQUARE YARDS OF REBUILT ISLAND SIDEWALK.

ESTIMATE OF LUMP SUM AND SUBSIDIARY ITEM QUANTITIES

1 PAY UNIT I LUMP SUM ( SQUARE YARD 1 LUMP SUM [ LUMP SUM [ EACH j LUMP SUM j SQUARE YARD ( EACH [ CUBIC YARD j LINEAR FOOT [ LINEAR FOOT i SQUARE FOOT [ EACH j POUND j EACH 1 EACH ( LUMP SUM j LUMP SUM I LUMP SUM 1 CONTINGENT SUM j LUMP SUM j LUMP SUM ( CONTINGENT SUM ( EACH [ EACH

QTY ALL REQ'D

850 ALL REQ'D ALL REQ'D

2 ALL REQ'D

2200 36 600 650 800 12.5 2 75 4 12

ALL REQ'D ALL REQ'D A a REQ'D ALL REQ'D ALL REQ'D ALL REQ'D ALL REQ'D

19 5

ITEM 1 201 (3B) 203 (3A) . 401 (7)

606 (6A) N/A N/A N/A

PAY HEM CLEARING AND GRUBBING UNCLASSIFIED EXCAVATION

ASPHALT CONCRETE. TYPE II; CLASS B REMOVING AND DISPOSING OF GUARDRAIL

REMOVAL OF CURB ft GUTIER SAWCUT CONCRETE. 4+ INCHES THICK SAWCUT ASPHALT. 2 + INCHES THICK

ESTIMATED QUANTITY 0.25 ACRE

800 CUBIC YARDS 200 SQUARE YARDS

53 ILL I 1300 FEET 1200 FEET 1700 n n

ESTIMATE OF QUANTITIES AND SUMMARIES

( FRONTAGE ROAD

STATE I PROJECT DESIGNATION [YEAR

B| ALASKA I MGS-0A4-5(18) 12003

U:\Hwy\61774\Dwgs\SepPath-Loyoutl

SHEET TOTAL NO. (SHEETS

5 I 21

C AIRPORT WAY ^ . — I - 5 l -4-

60+00 ' T

PROPOSED BACK EDGE OF SIDEWALK -t

HOUSE OF S^CRiO

i> I f t FRONTAGE ROAD

JSL

o o +

r = X = ^ = X = J .

- *

1 _ - L ' 70+00

— 1 - -(t AIRPORT WAY

I : ^ _ u 75+00

16V

=J<=^=J<^x=-iX- .=.-Jt .^fc^ X ^ = ^ X = r

END PATH WIDENING,

8O+60 - II

. ^ CATCHSLOPE

R/W

PEGER ROAD

=x=.-i=x^-^^=-j=Jf ^ i f Tlz-'J^-.zf-^.rf i f : i f ?=• j r ^~ . r? ' . r f .z? I f Z? jr" j^~.ff iEf.zf ^ : ^ ! ^ "

^ EXISTING TREELINE

R/W

NEWTON

STREET

ijlATCH EXISTING, SEE NOTE #5 ft DETAIL ^LOW

I I K = ^ = X - ^ = - J X . - — ~ X . - J : ^ X ^ ; I ^ X ^

-r—T57^ r = X = ^ ^ i i ^ ^ --X.-^-JC-=^,

D CT"

O WH

FAHRENKAMP CENTER

/ ' ^

\ I M>N

^

NOTES:

I I I

MOORE STREET

1. THE SEPARATED PATH ON THE SOUTH SIDE OF AIRPORT WAY IS TO BE WIDENED. FROM 5' TO 8'. BETWEEN MARKET ft MOORE STREET. NOTE THE EXISTING SEPARATED PATH IS ALREADY AT LEAST 8' WIDE EAST OF MOORE STREET DUE TO COMBINATION SIDEWALK ft TELEPHONE DUCT BANK.

2. SEE DETAILS ON SHEETS 14 ft 15 FOR INTERSECTION DETAILS.

3. UTILITY POLES WITHIN THE WIDENED SECTION ARE TO BE PAVED AROUND.

4. WARP SLOPES TO AVOID MANHOLES AND UTlLriY POLES.

5. WHEN MATCHING EXISTING 8' WIDTH AT MOORE STREET, HAND DIG OR USE AIR KNIFE METHODS OF EXCAVATION WITHIN 30 FEET OF COMBINATION SIDEWALK ft TELEPHONE DUCT BANK WTIH SHALLOW CABLE. IF CABLE IS EXPOSED DURING EXCAVATION. COVER CABLE WITH 4" OF CLEAN SAND PRIOR TO ADDING ANY SELECTED MATERIAL, TYPE K

n M n -

5'

4" CONCRETE SIDEWALK -

- 4 ' -

• . - - z r - f \ - 7y~ i^~ r<" f j Q~

~ 8 " CONCRETE COMBINATION SIDEWALK ft TELEPHONE DUCT BANK WITH SHALLOW CABLE

EXISTING SEPARATED PATH. EAST OF MOORE STREET. DETAIL SEPARATED PATH WIDENING

J^3&Jv # • ^ • 1

I TRENCH GRATES ft FRAME-y SIDEWALK -^

^ CHAMFER CURB, TYP->. ^

CURB

\

LIP OF GUTIER

(3) 24" NEENAH R-4990-FP TRENCH GRATES ft FRAME OR APPROVED EQUAL, SPAN SIDEWALK ONLY (NOT CURB) WITH GRATING, FRAME END PIECES ARE REQUIRED

MATCH GUHER aOWLINE ELEVATION

S

I STATE I PROJECT DESIGNATION | YEAR | ^ " | S™EETS

^1 ALASKA I MGS-0A4-5(18) 120031 6 j 21

U:\Hwy\61774\Dwgs\Moore-Moore St.

HfT MAX GAP *" SIDEWALK

f '

SECTION A-A

PUN

SIDEWALK GUTTER

t AIRPORT WAY

1 REMOVE i-i , ENTIRE i] I

GUARDRAIL '

OM-4, W1-7, 0M-4JI

STUB SIDEWALK

I 45", 6' FLARE

+-o oo

SEPARATED PATH

1

TO

PIONEER'S HOME

TO FAHRENKAMP CENTER

NOTES:

1. ADJUSTMENTS OF SIDEWALK GUHER LOCATIONS WILL BE MADE IN THE FIELD, AS DIRECTED BY THE ENGINEER.

2. ALL MATERIALS AND LABOR REQUIRED TO INSTALL SIDEWALK GUTTERS IS SUBSIDIARY TO 608 HEMS.

3. ALIGN STUB SIDEWALK WITH THE NORTHERN REACH OF MOORE STREET SIDEWALK.

® = POINT j?

( POINT § 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8

( NORTHING 1 3964035.229 1 3963619.477 -1 3963375.703 1 3964002.850 1 3963745.139 1 3963440.058 1 3963377.029 1 3964088.614

EASTING ( 1364865.141 | 1364850.479 | 1364848.163 1 1364847.989 I 1364838.900 I 1364832.773 j 1364832.175 1 1364867.014 j

ALL DIMENSION ARE IN FEET UNLESS OTHERWISE NOTED

MOORE STREET SIDEV 'ALK

^ ^ £ % ^

MARKET .STREET

li

PHYSICAL ADDRESS, TYP

iid ISLAND SIDEWALK, TYP

CO

O

st ASSEMBLY OF GOD

00

O

R/W I

GREGORY STREET

_ _ ^

PEGER ROAD

STATE PROJECT DESIGNATION (YEAR

MGS-0A4-5(18) 12003

U:\Hwy\61774\Dwgs\Locotions-Locotions

i£j'..P n ^ . PIONEER

SHEET TOTAL

NO. stens

55+-00

— H - -

AIH BUILDING

<t AIRPORT WAY :z

r——— R/W"'

60+-00

]£=aTj(-^-Jt-^-'Xs-=--X=--=X=--=X=.-^=J(:ajr.JI ' i=

"O"" R/W

"°"s^ o-r>,,,,. SACRED

/—l-LAli, ITI^ g

PIONEER PARK •FLAG, TYP

MOORE STREET

! R/W

o

, !_ J - _ ^

A^ 75+-00 80+-00

- 1 .

.• . X «a .=X--=--JC.-..^ X--«

-O^tm..

(t AIRPORT WAY y 85+-00

— \ —

R/W

FAHRENKAMP CENTER

EXISTING DRIVEWAY

EXISTING CURB RAMP

a: (-1/1

z o I— UJ

z

(D

NOTES:

1. SURVEY ALL EXISTING SIDEWALK FOR ADA COMPLIANCE ACCORDING TO SECTION 642.

2. REPAIR ALL SIDEWALK FOUND ADA DEFICIENT ACCORDING TO SECTION 608.

3. RECONSTRUCT DRIVEWAYS, 17 EXISTING, 16 PROPOSED, INCLUDING ALL 3 CURB RETURN DRIVEWAYS: 2 AT PIONEER PARK AND 1 ON MOORE STREET, PER SHEETS 6,9&10 (SEE SHEET 6 FOR NEW MOORE STREET SIDEWALK). NOTE THERE ARE TWO DRIVEWAYS AT 2136 AIRPORT WAY THAT WILL BE REMOVED AND A SINGLE NEW DRIVEWAY INSTALLED.

4. RECONSTRUCT ALL EXISTING CURB RAMPS. 35 SHOWN, PER SHEET 11 AND SHEETS 16-19 .

5. RECONSTRUCT ALL EXISTING ISLAND SIDEWALKS, 8 SHOWN, PER SHEETS 16-19 .

6. SEE SHEET 14 FOR SHALLOW CABLE AT RAMP 35 & DRIVEWAY 15.

7. EXISTING 12" CMP. LEAVE IN PLACE.

ZION LUTHERAN

^ ^ - - R / W -t

CONRAD STREET

,1 " »

.'/ , W L-

M O ^

to o O l * •

to o O l o

to o to en

to o to rvj

-^^^^^^tt**^^^ 904-00

h -

'HHJI ISTTW—'

X=^=X=.- jJ l=T-«J<=j-^JC-=a-JC-Ji .^-Ja.-Xj-=jXa^=X=.--X..- .=X=JyO<^^^Jt-—-JL-=*-XJ-^^

" T k - - ^ 7ZL - " f i /W- : fEi l-^^YVW?- •kf^

T/

McCULUM STREET R/W R/W

ALLEYWAY

oe. I -v\ a < z o u

R/W

u i Ul Of

K

m

R/W

EAGAN STREET EXISTING: ISLAND, DRIVEWAY AND CURB RAMP LOCATIONS

VERTICAL DROP-OFFS

PROVIDE SHOULDER WHERE

? STAGING WIDTHS S ALLOW

! . / -

AT 2", USE TEMPORARY JOINT

WHEN OPEN TO TRAFFIC

LI CASE A I

DROP-OFFS ^ 2 INCHES (PAVED SURFACES ONLY)

1. USE "UNEVEN LANES" (CW8-11) 3GNS FOR ALL DROP-OFFS IN BETWEEN TRAFRC LANES.

2. LEAVE NO DROP-OFFS > 1.5" IN THE TRAFFIC LANE OR ACTIVE WHEEL TRACK.

o

4' TYP.

2" < H < 6"

CASE B

< DROP-OFFS < 6" (ALL ROADWAY SURFACES)

1. PLACE CONES OR CANDLES FOR DROP-OFFS BETWEEN 4 FEET AND 30 FEET FROM THE EOTW.

2. USE DRUMS OR TYPE II BARRICADES FOR DROP-OFFS < 4 FEET FROM THE EOTW.

o MAINTAIN 4' MIN.

K > 6"

iW

CASE C

DROP-OFFS > 6" (ALL ROADWAY

SURFACES AND' RQADSIDE SLOPES)

PLACE DRUMS-OR TYPE II BARRICADES FOR OP-OFFS i 24" WITHIN THE CLEAR AREA.

2. PROVIDE PORTABLE CONCRETE BARRIER WHEN THE DROP-OFF IS > 24" WITHIN 15 FEET OF THE EOTW. USE DRUMS IF BEYOND 15 FEET

FILL SLOPES

STEEPER THAN 0R_ EQUAL TO 3:1

I ° CLEAR AREA

BETWEEN 3:1 AND 4:1

aEAR AREA

FLAHER THAN OR EQUAL TO 4:1

CLEAR AREA

STATE PROJECT DESIGNATION YEAR I I

M ALASKA MGS-0A4-5( 18) 2003 lol I I

U:\Hwy\61774\Dwgs\TraIficDeviees-Layoul1

CUT SLOPES

DEVICES REQUIRED, SEE TABLE BELOW

SHEET TOTAL NO. (SHEETS

8 I 21

CLEAR AREA

H ^ ^ \

-^i-

NO DEVICES REQUIRED

RECOVERABLE SLOPE

RURAL

URBAN

CLEAR AREA REQUIREMENTS LOW SPEED INTERMEDIATE SPEED < 35 MPH 40 MPH TO 45 MPH

15' 24'

10' DITCH SECTIONS. OR 15' DITCH CONDmONS. OR 2' BEHIND CURB 2' BEHIND CURB

HIGH SPEED 2 50 MPH

30'

15' DITCH CONDITIONS, OR 2' BEHIND CURB

CHANNELIZING DEVICE REQUIREMENTS FOR SLOPES 3:1 OR STEEPER WITHIN THE CLEAR AREA

< 2000 VPD LOW VOLUME

> 2000 VPD

H ^ 15'

CANDLES OR CONES

TYPE II BARRICADE OR DRUMS

H > 15'

TYPE II BARRICADES OR DRUMS

PORTABLE CONCRETE BARRIER OR TEMPORARY GUARDRAIL

TRAFFIC CONTROL NOTES:

1. USE THE EXISTING CROSS-SECTION (PRIOR TO CONSTRUCTION) AS A BASIS FOR DETERMINING WHEN CHANNELIZING DEVICES ARE NEEDED.

2. INSTALL CHANNEUZING DEVICES WHEN THE HORIZONTAL OR VERTICAL CURVATURE IS MADE MORE SEVERE.

3. INSTALL aEXIBLE DEUNEATORS WHEN ALL VEGETATION OVER 4 FEET HIGH IS CLEARED FROM RLL SLOPES THAT ARE 3:1 OR STEEPER IN THE aEAR AREA.

4. USE PORTABLE CONCRETE BARRIER FOR WARRANTING CONDITIONS WHICH LAST LONGER THAN 3 DAYS. FOR CONDITIONS LASTING LESS THAN 3 DAYS, OTHER CHANNEUZING DEVICES MAY BE APPUED.

5. TERMINATE RUNS OF PORTABLE CONCRETE BARRIER USING THE FOLLOWING METHODS:

A) CONNECT TO A PORTABLE CRASH CUSHION, OR

B) PROVIDE A CONCRETE BARRIER WITH THRIE BEAM TRANSITION TO W-BEAM GUARDRAIL, TREATED WITH A SRT-350 OR ET-2000 TERMINAL. OR

C) aARE THE ENDS OF THE PORTABLE CONCRETE BARRIER AWAY FROM THE ROADWAY AT A RATE OF 7:1 ON A COMPACTED SLOPE OF 6:1 OR FLATTER. OUTSIDE OF THE aEAR AREA. INSTALL A SLOPING PORTABLE CONCRETE BARRIER END TREATMENT. OR

D) BURY IN THE BACKSLOPE.

6. TERMINATE THE RUNS OF TEMPORARY W-BEAM GUARDRAIL USING THE FOLLOWING METHODS:

A) PROVIDE A SRT-350 OR ET-2000 TERMINAL TO W-BEAM GUARDRAIL. OR

B) FLARE THE ENDS OF THE TEMPORARY GUARDRAIL AWAY FROM THE ROADWAY AT A RATE OF 6:1 ON A COMPACTED SLOPE OF 6:1 OR RATTER OUTSIDE OF THE aEAR ZONE. OR

C) BURY IN THE BACKSLOPE.

EQUIPMENT NOTES:

1. WHEN THERE IS ACTIVE, NONMOBILE CONSTRUCTION EQUIPMENT WITHIN THE CLEAR AREA. OEUNEATE THE ROADSIDE WITH TRAFRC CONES.

2. SEPARATE PROCEDURES ARE REQUIRED FOR MOBILE WORK ZONE OPERATIONS AND SHORT DURATION WORK OF LESS THAN 12 HOURS.

WINTER SHUTDOWN NOTE?-

1. WHEN REQUIRED USE CHANNELIZING DEViaS WHICH CAN BE MAINTAINED OVER WNTER.

2. NO CHANNEUZING DEVICES ARE REQUIRED IF:

A) CONSTRUCTION SLOPES ARE RECOVERABLE. AND

B) SLOPES ARE SMOOTH AND COMPACTED. AND

C) REQUIRED CLEAR AREA IS PROVIDED

TRAFFIC CONTROL DEVICES

STATE PROJECT DESIGNATION (YEAR | ^ Q " | ^ ^

<P /

MATCH EXISTING

ROW-

•

-24 '

1.5% TYP 2.0% MAX

SIDEWALK

ACCESS GRADE 15% MAX

DRIVEWAY LANDING

2.0% TYP 2.0% MAX

1.5% TYP 2.0% MAX

-EDGE OF DRIVEWAY

MATCH EXISTING 4" TYP

< >

FLARE. AS REQUIRED TO MATCH EXISTING. lYP

BACK EDGE OF SIDEWALK

. 1.5% TYP 2.0% MAX

1 y / . - • • • : • • :

' I SIDEWALK

5.0% MAX GRADE

6" VERTICAL CURB

SIDEWALK RAMP

7.5' (6.7% TYP) 6' (8.3% MAX)

CURB TRANSITION

6". SEE NOTE §2

DRIVEWAY RAMP

1

WIDTH VARIES. SEE APPROACH SUMMARY MATCH ROADWAY PROFILE GRADE

DEPRESSED CURB

PROFILE A - A

^1 ALASKA I MGS-0A4-5(18) 120031 9 I 21

U:\Hwy\61774\Dwgs\Drivew(iys-Curb Cut

SIDEWALK

SIDEWALK RAMP

7.5' (6.7% TYP) 6" (8.3% MAX)

CURB TRANSITION

5.0% MAX GRADE

6" VERTICAL CURB

-MATCH EXISTING

MATCH EXISTING ROADWAY ELEVATION

SAWCUT. MATCH EXISTING

10' DRIVEWAY LANDING DRIVEWAY RAMP

4.5' RECONSTRUCTION

1)J" ASPHALT- /

/

12" SELECTED MATERIAL. TYPE A

SECTION B-B


2 ASPHALT

DEPRESSED CURB & GUTTER

EXPANSION JOINT. TYP

6" CONCRETE. SEE NOTE §2


f

SIDEWALK RAMP DRIVEWAY RAMP

PLAN

SIDEWALK RAMP

NOTES:

1. EXCEPT FOR NEW SIDEWALK. ANY BACKFILL REQUIRED TO BRING THE SIDEWALK. CURB & GUHER OR ROADWAY ASPHALT UP TO GRADE WILL BE SELECTED MATERIAL. TYPE A. AND WILL NOT BE PAID FOR DIRECTLY BUT IS SUBSIDIARY TO 608 ITEMS.

2. SIDEWALK WILL BE 6" THICK AT DRIVEWAY RAMPS AND SIDEWALK RAMPS THAT ABUT DRIVEWAYS. OTHERWISE, SIDEWALK IS TYPICALLY 4 " THICK.

3. THE MAXIMUM ALGEBRAIC DIFFERENCE IN GRADES BETWEEN THE DRIVEWAY LANDING AND THE ACCESS GRADE SHALL BE 8.0% FOR COMMERCIAL PROPERTIES, AND IS UNLIMFTED FOR RESIDENTIAL PROPERTIES.

SIDEWALK

CURB CUT DRIVEWAY DETAILS

4" TYP

1 -I-

SIDEWALK

5.0% MAX GRADE

6" VERTICAL CURB

MATCH EXISTING

- EXPANSION JOINT, TYP 2 ' -^

STATE PROJECT DESIGNATION YEAR SHEET TOTAL

NO.

f ALASKA MGS-0A4-5(18) 2003 10

{SHEETS

I 21

SIDEWALK RAMP

7.5" (6.7% TYP) 6' (8.3% MAX)

CURB TRANSITION

LOWER LANDING

2.0% MAX GRADE

ADA CURB

I i '•• U:\Hwy\61774\Dwgs\Drivewoys-Curb Return

DRIVEWAY RAMP

WIDTH VARIES. SEE APPROACH SUMMARY MATCH ROADWAY PRORLE GRADE

I V

" > EDGE OF EXISTING PARKING LOT (AIRPORT WAY ONLY)

ROW-

-24 ' AIRPORT WAY -16 ' MOORE ST.

BACK EDGE OF SIDEWALK

A

A

MODIFIED PARALLEL CURB RAMP, TYP SEE SHEET 12 FOR DETAILS.

•MATCH EXISTING

10' DRIVEWAY LANDING

l»

DEPRESSED CURB

PROFILE A-A

LOWER LANDING

2.0% MAX GRADE

ADA CURB

SIDEWALK RAMP

7.5' (6.7% TYP) 6' (8.3% MAX)

CURB TRANSITION

SIDEWALK

5.0% MAX GRADE

6" VERTICAL CURB

/

ACCESS GRADE

MATCH EXISTING < >

DRIVEWAY

15% MAX -R=40 AIRPORT WAY

=25 ' MOORE ST

LANDING (2.0% r i / « . I

A A T

•t EXISTING & PROPOSED DRIVEWAY

EDGE OF ROADWAY. SAWCUT. MATCH EXISTING


NOTES:

1. EXCEPT FOR NEW SIDEWALK. ANY BACKFILL REQUIRED TO BRING THE SIDEWALK, CURB & GUHER OR ROADWAY ASPHALT UP TO GRADE WILL BE SELECTED MATERIAL, TYPE A. AND WILL NOT BE PAID FOR DIRECTLY BUT IS SUBSIDIARY TO 608 ITEMS.

2. THE MAXIMUM ALGEBRAIC DIFFERENCE IN GRADES BETWEEN THE DRIVEWAY LANDING AND THE ACCESS GRADE SHALL BE 8.0% FOR COMMERCIAL PROPERTIES. AND IS UNLIMITED FOR RESIDENTIAL PROPERTIES.

3. REFER TO SHEET 12 FOR CURB TERMINATION TRANSITION DETAIL

2 ' ASPHALT. SEE NOTE


SECTION B-B CURB RETURN DRIVEWAY DETAILS

BACKING CURB SEE NOTE #1

1.5% TYP 2.0% MAX

USE APPLICABLE DIMENSIONS FROM PROFILE A-A

BACKING CURB. SEE NOTE #1

DETECTABLE WARNING. TYP

2% MAX ANY DIRECTION. TYP ALL LANDINGS

USE APPUCABLE DIMENSIONS FROM PROFILE A-A


1.5% TYP 2.0% MAX

AT

\ \

t t

in p

• ^

STATE I PROJECT DESIGNATION |YEAR

MGS-OA4-5(18) 12003

U:\Hwy\61774\Dwgs\0etails2-Porollel

SHECT TOTAL NO. SHEETS

^( ALASKA 11 21

\ -WIDTH OF RAMP i

WIDTH OF RAMP

R2=Ri -2 '

S S o S S S o ^

TWO CROSSING DIRECTIONS AT CORNER

BACKING CURB, SEE NOTE #1

ONE CROSSING DIRECTION AT CORNER

ONE CROSSING DIRECTION NOT AT CORNER

Ri=RADIUS OF TOP BACK OF CURB

CURB RAMP DETECTABLE WARNINGS

4" TYP

<- . SIDEWALK

5.0% MAX GRADE

6" VERT CURB

SIDEWALK RAMP

7.5' (6.7% TYP) 6" (8.3% MAX)

CURB TRANSITION

LOWER LANDING

5'

ADA CURB

SIDEWALK RAMP

5' (6.7% TYP) 4 ' (8.3% MAX)

CURB TRANSITION

UPPER LANDING

4" VERT CURB

SIDEWALK RAMP

5' (6.7% TYP) 4* (8.3% MAX)

CURB TRANSITION

LOWER LANDING

5'

ADA CURB

SIDEWALK RAMP

7.5' (6.7% TYP) 6' (8.3% MAX)

CURB TRANSITION

1. SIDEWALK

5.0% MAX GRADE

6" VERT CURB

PROFILE A - A


R=2" TYP

4.5' RECONSTRUCTION

5.0' NEW CONSTRUCTION

EXPANSION JOINTS. TYP

DETECTABLE WARNING



EXISTING ASPHALT ROADWAY

NOTES:

1. BACKING CURBS WILL BE USED ONLY IF NEEDED FOR DRAINAGE OR TO MATCH EXISTING CONDITIONS. AS DIRECTED BY THE ENGINEER. WHERE BACKING CURBS ARE! NOT USED, THE MAXIMUM FORESLOPE OF THE SIDEWALK WILL BE 6:1 & BACKSLOPE OF THE SIDEWALK WILL BE 2 :1 .

2. EXCEPT FOR NEW SIDEWALK, ANY BACKFILL REQUIRED TO BRING THE SIDEWALK, CURB & GUHER OR ROADWAY ASPHALT UP TO GRADE WILL BE SELECTED MATERIAL. TYPE A AND WILL NOT BE PAID FOR DIRECTLY, BUT IS SUBSIDIARY TO 608 ITEMS.

3. THE SIDEWALK SHALL BE WIDENED TO ABUT POLES WITH PEDESTRIAN DETECTION BUHONS, AS DIRECTED BY THE ENGINEER.

4. TO MAINTAIN EXISTING CROSSWALK LOCATIONS. CURB RAMPS WILL TYPICALLY BE RECONTRUCTED IN THEIR EXISTING LOCATIONS BUT TO THE DIMENSIONS GIVEN ON THE PLANS. EXCEPTIONS ARE THOSE LOCATIONS FOR WHICH A SPECIFIC DETAIL IS PROVIDED WITHIN THIS PLAN SET.

5. PARALLEL CURB RAMPS WILL BE USED ON AIRPORT WAY UNLESS NOTED OTHERWISE.

SECTION B-B

2 ASPHALT

ADA CURB & GUTTER

4" CONCRETE

IN SITU MATERIAL, SEE NOTE #2 PARALLEL CURB RAMPS

-BACK EDGE OF SIDEWALK

t I 1.5% TYP t 2.0% MAX

STATE I PROJECT DESIGNATION (YEAR

MGS-0A4-5(18) (2003

U:\Hwy\61774\Dwgs\Detoils2-Modified

SHEET TOTAL NO. SHEETS

f^ ALASKA 12 21

CURB TERMINATION TRANSITION

6 " VERTICAL CURB

5 ' CURB TRANSITION

i mw'

P.C

LOWER LANDING

-DETECTABLE WARNING. NOT REQUIRED FOR DRIVEWAYS

ELEVATION. CURB TERMINATION TRANSITION

PLAN

4 " FTP

I r

5.0% MAX GRADE

6" VERTICAL CURB

SIDEWALK

7.5' (6.7X TYP) 6.0' (8.3% MAX)

CURB TRANSmON

f S'DEWALK RAMP DETECTABLE WARNING

2% MAX ANY DIRECTION

ADA CURB

EXPANSION JOINT TYP

LOWER LANDING

PROFILE A - A THIS PRORLE IS NOT FOR DRIVEWAYS. SEE SHEET 10 FOR CURB RETURN DRIVEWAY PRORLE.



EXISTING ASPHALT ROADWAY

ADA CURB ft GUHER

4" CONCRETE

12" SELECTED MATERIAL TlTPE A (MOORE STREET) IN SnU MATERIAL (AIRPORT WAY)

NOTES:

1. MODIFIED PARALLEL CURB RAMPS WILL BE USED WHH CURB RETURt l DRIVEWAYS AND ON MOORE STREET.

2. EXCEPT FOR NEW SIDEWALK, ANY BACKFILL REQUIRED TO BRING THE SIDEWALK, CURB ft GUTTER OR ROADWAY ASPHALT UP TO GRADE WILL BE SELECTED MATERIAL. TYPE A. AND WILL NOT BE PAID FOR DIRECTLY BUT IS SUBSIDIARY TO 608 HEMS.

MODIFIED PARALLEL CURB RAMPS

. ^ ^ ^

4»

^

<. <

6 ' X 6" 10 GAGE WELDED WIRE FABRIC (IN SIDEWALK)

PREFORMED EXPANSION JOINT RLLER (SEALED)

)4" X 12" STEEL DOWEL AND CAP ASSEMBLY (3) PER SIDEWALK JOINT. (1) PER CURB JOINT. CAPS SHALL BE PACKED WITH GREASE, DRILL AND GROUT INTO EXISTING CONCRETE.

/ i

-a

^ l<7

PLAN

EUSTOMERIC JOINT SEALANT

STEEL DOWEL ft CAP ASSEMBLY

. £ SIDEWALK OR CURB

WELDED WIRE FABRIC (IN SIDEWALK), REBAR (IN CURB)

PREFORMED EXPANSION JONT RLLER

SECTION A - A

EXPANSION JOINT DETAILS

•= o

-REINFORCING STEEL. TYP

T

6"

1.25" -J 6 " VERTICAL CURB & GUTTER DETAIL

- R=2" TYP

T T T

16" ON PEGER ROAD/AIRPORT WAY ISLANDS. 12 ' ELSEWHERE 3" COVER TYP ALL

CURB ft GUTTER

BACKING CURB

I STATE I PROJECT DESIGNATION | Y E A R | ^ O " | SHEETS

^1 ALASKA I M G S - 0 A 4 - 5 ( 1 8 ) I 20031 13 I 21

U:\Hwy\61774\Dwgs\Delails1-DetoiIs

f\

' ' o «

t 6"

k 1.25"

4 " VERTICAL CURB & GUTTER DETAIL

8.5"

9" 15*

r T

6"

1.25" J

DEPRESSED CURB & GUTTER DETAIL

1.25

7.25"

9" '

0.75' £

15" —

r- 0.75"

J

1.25

ADA CURB & GUTTER DETAIL

T 6"

CURB & GUTTER DETAILS

NQIES;

1. REINFORCING STEEL IN CURB AND GUHER SHALL BE #4 REBAR.

2. REINFORCING STEEL SHALL BE PLACED SUCH THAT THE CENTER OF REBAR IS AT LEAST 3" FROM THE NEAREST EDGE(S) OF CONCRETE. AS SHOWN IN THE ABOVE DETAILS.

3. MINOR ADJUSTMENTS IN CURB ft GUTIER DIMENSIONS MAY BE REQUIRED TO MATCH EXISTING CONDITIONS. SUBJECT TO APPROVAL BY THE ENGINEER.

SIDEWALK, CURB AND GUTTER DETAILS

e AIRPORT WAY

EXISTING RAMP

RELOCATE SIGN AS DIRECTED BY THE ENGINEER

S.E. CORNER OF MARKET ST. AND AIRPORT WAY

NOTES:

1 . ALL LANDINGS HAVE MAX SLOPE OF 2% IN ANY DIRECTION

2 . ALL RAMPS WILL HAVE 6.7% GRADE TYP. AND 8.3% GRADE MAX UNLESS- OTHERWISE NOTED. RAMP LENGTHS WILL BE DETERMINED IN THE FIELD TO MATCH REQUIRED GRADES.

3 . AT THE DISCRETION OF THE ENGINEER. THIS WORK MAY NOT BE REQUIRED.

4 . HAND DIG OR USE AIRKNIFE METHODS OF EXCAVATION WITHIN 30 FEET OF COMBINATION SIDEWALK ft TELEPHONE DUCT BANK WIIH SHALLOW CABLE. IF CABLE IS EXPOSED DURING EXCAVATION, COVER CABLE WITH 4 " OF CLEAN SAND PRIOR TO ADDING ANY SELECTED MATERIAL, TlTPE A.

5 . TRANSITION CURB ft GUHER ALONG SIDEWAU< RAMPS AND FLARES, USE ADA CURB ft GUHER ALONG OUTSIDE FACE OF DETECTABLE WARNINGS, USE DEPRESSED CURB ft GUTTER FOR DRIVEWAYS.

AIRPORT WAY

RECONSTRUCT RAMP, 8 ' x 5 ' AT 10% GRADE, WITH DETECTABLE WARNING

EXISTING SIDEWALK

X- ^z^-J<-jm--

EXISTING DUCT BANK, SEE NOTE # 4

ADJUST MANHOLE TO MATCH RNISHED GRADE, SEE NOTE § i

CSD>

R/W

I STATE I PROJECT DESIGNATION | YEAR | ^JJo" | S™EETS ^ 1 I I I I

H ALASKA MGS-0A4-5(18) 2003 14 21 CDI I I I I

U: \Hwy\61774\Dwgs\ lntersect ions2- int

t -</)

3 ffi -J

(

\ ' \ •f v'-x-X

FLARE, TYP THIS SHEET, NO REQUIRED GRAO:

RECONSTRU RAMP

:T 4 .5 ' X 2 4 ' DRIVEWAY

FLARE

ADJUST MANHOLE TO MATCh RNISHED GRADE

CONSTRUcf NEW 5 'x4 ' RAMP, WITH DETECTABLE ^ = = WARNING, CENTER ON CROSSWALK _ _ ^ _ _ ^

— Txi: imc ODCt I A R K " " Z ^ » .#!^ / P_|_ ^ i r _ !Et_NQIE-#4 ^ / - —z -

MATCH EXISTING

S.W. CORNER OF WILBUR ST. AND AIRPORT WAY

SEE SHEET 7

INTERSECTION DETAILS 1/2

I STATE I PROJECT DESIGNATION I YEAR I JJ?^ I S™E^

^1 ALASKA I MGS-0A4-5(18) 120031 15 I 21

U:\Hwy\61774\Dwgs\lnlersections-int

EXISTING BACK EDGE OF SIDEWALK

- - X X X X -

ADJUST JUNCTION BOX TO MATCH RNISHED GRADE

PROPOSED BACK EDGE OF SIDEWALK

R/W

AIRPORT WAY

( t EXISTING RAMPS

MATCH EXISTING BACK EDGE OF SIDEWALK hi

— 1 0 ' ^

o^v

SOUTHBOUND PEGER I !OAD

5' CURB TRANSITION

X X X >

EXISTING BACK EDGE OF SIDEWALK

PROPOSED BACK EDGE OF SIDEWALK

MATCH EXISTING BACK EDGE OF SIDEWALK

NORTHBQUND PEGER

PEGER ROAD AND AIRPORT WAY, SOUTH SIDE

NQIES:

1. ALL LANDINGS HAVE MAX SLOPE OF 2% IN ANY DIRECTION

2. ALL RAMPS WILL HAVE 6.7% GRADE TiTP. AND 8.3% GRADE MAX. RAMP LENGTHS WILL BE DETERMINED IN THE HELD TO MATCH REQUIRED GRADES.

3. TRANSITION CURB ft GUTTER ALONG SIDEWALK RAMPS, USE ADA CURB ft GUTIER ALONG OUTSIDE FACE OF DETECTABLE WARNINGS.

INTERSECTION DETAILS 2 / 2

6" VERT

5' CURB TRANSITION

- « - - - « - — « •

ABOVE GROUND SIGNAL CONTROLLER ON CONCRETE PEDESTAL

r T - 3 C | 1 2 , RE-USE EXISTIN^

1-3" RMC, NEW

E SEE NOTE §9. SHEET 20

1-3" RMC, EX

NOTE: ^ B J T R A I

^ ^ • . U N G ^ • Q N T R O

8

iCTOR HAS THE OPTION OF UNG NEW WIRE FROM THE SIGNAL

fNTROLLER FOR THE NEW PPB.

6" CONCRETE FLARE. TYP

5' CURB TRANSITION

EXISTING FACE OF CURB

BACKING CURB. TYP.

EXISTING EDGE OF SIDEWALK

DETECTABLZ WARNING. TYP.

EXISTING CENTERUNE

L-PEDESTRIAN PUSH BUnON POST.



PLAN

EXISTING GROUND

FRONTAGE ROAD

AIRPORT WAY

PROFILE VERTICAL SCALE EXAGGERATED BY A FACTOR OF 10

AIRPORT WAY/MARKET STREET NORTHWEST ISUND

SECTION A-A IS ON SHEET 3 A a DIMENSION ARE IN FEET UNLESS OTHERWISE NOTED

STATE I PROJECT DESIGNATION | Y E A R | ^ " | ^ E ^

I 21

[SEE NOTE IJIB. SHEET 2 0 |

1-3" RMC. EX

1-3CJI12. RE-USE EXISTING

1-3" RMC. NEW

5' CURB TRANSITION REMOVE OLD LUMINAIRE FOUNDATION, THIS ITEM WILL NOT BE PAID FOR DIRECTLY BUT IS SUBSIDIARY TO 202 ITEMS

5' CURB TRANSITION- VERICUFB.

PUN

EXISTING GROUND

AIRPORT WAY

11.1

I ^ 2.0% I


FRONTAGE ROAD

AIRPORT WAY/MARKET STREET NORTHEAST ISLAND

SECTION A-A IS ON SHEET 3 ALL DIMENSION ARE IN FEET UNLESS OTHERWISE NOTED

ISLAND DETAILS 1/4 fr/9/OJ

6' VERI CLRB, jyp n 5 ' CURB TRANSITION

2' CURB TRANSITION, TYP'

PEDESTRIAN PUSH BUnON POST, TYP 5' CURB TRANSITION

[7 -30112 , RE-USE EXISTING]

1 -3" RMC, NEW

[r-3Cjfl2. NEW]

1-3" RMC, NEW

[SEE NOTE i U SHEET 27|

1-3" RMC. EX

rT-3C; i2 , EXH [2-3CJ12, NEwJ

1-3" RMC, EX


BACKING CURB, TYP



DETECTABLE WARNING, TYP.

EXISTING CENTERUNE

6" CONCRETE FLARE, TYP


PUN

EXISTING GROUND

AIRPORT WAY

FRONTAGE ROAD


AIRPORT WAY/MARKET STREET SOUTHWEST ISLAND

SECTION A-A IS ON SHEEI 3


_ 6" VERT CURB, TYP.

I I I I ^UrFT'

STATE PROJECT DESIGNATION YEAR ^0

MAUSKA MGS-0A4-5(18) 2003 17

U:\Hwy\61774\Dwgs\lsIonds-02 -5' CURB TRANSITION

TRANSniON

TOTAL SHEETS

21

2' CURB TRANSITION, TYP]


ABOVE GROUND SIGNAL CONTROLLER ON CONCRETE PEDESTAL

[l"-3C#l | f l2, RE-USE EXISTING

1-3" RMC, NEW

(2) PEDESTRIAN PUSH BUnONS ON (1) POST

NQIE: CONTRACTOR HAS THE OPTION OF PULUNG NEW WIRE FROM THE SIGNAL CONTROLLER FOR THE NEW PPB.



BACKING CURB. TYP.


EXISTING CENTERUNE

[ S E E NOTE §9 SHEET 2 ^

1-3" RMC, EX


6 ' CONCRETE FLARE, TYP

PUN

EXISTING GROUND

FRONTAGE ROAD

AIRPORT WAY


AIRPORT WAY/PEGER ROAD NORTHWEST ISUND

ISLAND DETAILS 2 / 4 SECTION A-A IS ON SHEET 3



BACKING CURB, TYP.


5' CURB TRANSITION


6 ' CONCRETE FLARE, TYP


EXISTING CENTERUNE


(2) PEDESTRIAN PUSH BUHONS ON (1) POST

[s^EE NOTE |f9 SHEET 2o ]

1 -3 " RMC, EX

12, RE-USE EXISTING] [T-3C|!I

1 -3 " RMC, NEW

5" CURB TRANSITION !•

PUN

-EXISTING GROUND

AIRPORT / WAY

8.0 I 2.0% I

V PROFILE GRADE

16.9 0.2%

FRONTAGE ROAD


AIRPORT WAY/PEGER ROAD NORTHEAST ISUND

SECTION A-A IS ON SHEEI 3 ALL DIMENSION ARE IN FEET UNLESS OTHERWISE NOTED

6 ' VfRT

STATE PROJECT DESIGNATION YEAR ^ J J Q ^ ^ ° l ^

M ALASKA M G S - 0 A 4 - 5 ( 1 8 ) 2 0 0 3 18 21 tol i t i l

U:\Hwy\61774\Dwgs\lslonds-03

5' CURB TRANSniON

EXISTING CENTERUNE


ABOVE GROUND SIGNAL CONTROLLER ON CONCRETE PEDESTAL-

CURB TRANSmON

SEE NOTE | 1 0 SHEET 20

1-3CJ12, NEW

1-3 " RMC, EX

[7-3C<l12, NEwl


BACKING CURB, TYP.


PEDESTRIAN PUSH BUHON POST




PUN

FRONTAGE ROAD

\ / 5J / ^^^^^^^

21.2 2.0%

^ E X I S T I N G GROUND

\ - P R O n L E GRADE

21.6 1 2.0%

PROFILE

AIRPORT WAY

VERTICAL SCALE EXAGGERATED BY A FACTOR OF 10

AIRPORT WAY/WILBUR NORTHWEST ISUND


ISLAND DETAILS 3 / 4

BACKING CURB, TYP.


ADJUST JUNCTION BOX TO ' MATCH FINISHED GRADE

5' CURB TRANSmON




EXISTING CENTERUNE


^ SEE NOTE §8 SHEET 20

3" RMC, EX

PEDESTRIAN PUSH BUnON POST

- X § } 2 , RE-USE EXISTING]

- 3 ' RMC, NEW

TRANSITION, TYP . .^-X'

5' CURB TRANSITION

AIRPORT

WAY

.

z:::::^

15.6

^EXISTING GROUND

_ J ^ ~ -

\-PROFILE GRADE "] - " - ^

27.8

2.0% 1 2.0% 1

PROFILE VERTICAL SCALE C :XAGGERATED BY A FACTOR OF 10

FRONTAGE ROAD

AIRPORT WAY/WILBUR NORTHEAST ISUND


I STATE I PROJECT DESIGNATION | YEAR | ^ Q " [ S ™ E ^

^1 ALASKA I M G S - 0 A 4 - 5 ( 1 8 ) [ 2 0 0 3 | 19 | 21

U:\Hwy\61774\Dwgs\lslands-04

ADJUST JUNCTION BOX TO MATCH FINISHED GRADE

6" CONCRETE FLARE



BACKING CURB, TYP


5' CURB TRANSITION

5' CURB TRANSITION

PUN

-EXISTING GROUND /—tAOI IN l . ViKUUnU

RONTAGE ROAD

AIRPORT WAY


AIRPORT WAY/WILBUR SOUTHEAST ISUND


ISLAND DETAILS 4 / 4 6/>/&J

THREADED PIPE CAP

BACK PLATE HAS SAME RADIUS AS SIGN

l)5"x)i" ALUMINUM CHANNEL (2 REQUIRED)

3" RMC, INSTALL PLUMB AND CENTERED ON FOUNDATION

)4" RADIUS WHEN IN PAVEMENT OR SIDEWALK AND H " CHAMFER IN OTHER AREAS.

TOP OF FOUNDATION ELEVATION SAME AS SURROUNDING RNISHED GRADE

R10-3B MODinEO SIGN, SEE NOTE §5

) i ' TYP

PUSH BUTTON/CASE, AHACH AS RECOMMENDED BY MANUFACTURER

ALUM CHANNEL

3" RMC

1 PIECE, 0.10" THICK ALUMINUM BACK PLATE

[ STATE I PROJECT DESIGNATION [ YEAR [ ^ Q " [ s ^ f ^ ^

^1 ALASKA I M G S - 0 A 4 - 5 ( 1 8 ) j 2 0 0 3 | 2 0 j 21 (ol I I I I

U:\Hwy\61774\Dwgs\PedBulton-detail

if 10 SELF TAPPING TAMPER PROOF SCREWS, 2 PER CHANNEL

R10-3B MODIFIED SIGN. SEE NOTE { 5

Jfs" POP-RIVET (4 PER SIGN)

SECTION A-A

CLASS A CONCRETE FOUNDATION (CAST IN PLACE)

SIDEWALK FINISHED GRADE

VARIES, 8" MIN

DRAIN HOLE WITH GRAVEL DRAIN

TOP DIMENSIONS VARY HELD ADJUST FOR A MINIMUM OF 4.0 SQUARE FEET TOP ARE\ TOP MAY BE SQUARE, RECTANGULAR OR ROUND TO FIT EXISTING IMPROVEMENTS

6"x6" 10 GAGE WELDED WIRE FABRIC

3" COVER

f-H'./,l

ELEVATION CLASS A CONCRETE FOUNDATION (CAST IN PLACE) J

NOTES:

1. WHEN ONLY ONE SIGN ft BUTTON ARE REQUIRED THE BACK PLATE SHALL BE THE SAME SIZE AS THE SIGN AND SHALL BE CENTERED ON THE POST AND ALUMINUM CHANNEL

2. THE PEDESTRIAN PUSH BUnON PAY ITEM INCLUDES A U MATERIALS AND LABOR NEEDED TO: REMOVE PEDESTRIAN PUSH BUHONS ft CAP HOLES, AND/OR REMOVE ft REPLACE PEDESTRIAN PUSH BUTTONS, AND/OR INSTALL NEW PEDESTRIAN PUSH BlJnON POSTS. AS SHOWN ON THE PLANS AND PER SECTION 660.

3. EXCEPT FOR AIRPORT WAY ISLANDS. REMOVE AND REPLACE ALL PEDESTRIAN PUSH BUnONS WUHIN PROJECT UMITS. MOUNT REPLACEMENT BUTTONS 42" ABOVE THE RNISHED SIDEWALK GRADE AND PER SECTION 660.

4. ON AIRPORT WAY ISLANDS INSTALL NEW PEDESTRIAN PUSH BUHON POSTS AS SHOWN ON THE PLANS AND PER SECTION 660. REMOVE ANY EXISTING PEDESTRIAN PUSH BUTTONS AND CAP HOLES.

5. MODIFY R10-3B SIGNS BY REDUCING SIGN DIMENSIONS TO 8"x12", PROPORTION LEGEND AS SHOWN IN THE ALASKA SIGN DESIGN SPECIRCATIONS. ORIENT ARROW TO POINT IN THE CROSSING DIRECTION.

6. WHERE PPB POST FOUNDATION IS CAST AGAINST SIDEWALK OR CURBING, USE AN EXPANSION JOINT BETWEEN THE FOUNDATION AND SIDEWALK OR CURBING. AS SHOWN ON SHEET 13 WTIH THE EXCEPTION THAT STEEL DOWELS ft CAPS ARE NOT REQUIRED.

7. EXISTING CONDUITS CONTAIN OTHER EXISTING SIGNAL SYSTEM WIRING IN ADDITION TO THE NOTED PPB WIRING.

8. DISCONNECT EX 3C|jll2 FROM EX PPB. PULL BACK TO EX TYPE-II JUNCTION BOX. AND RE-USE FOR NEW PPB. SEE SHEETS 16-19.

9. DISCONNECT EX 3C#12 FROM EX PPB. PULL BACK TO EX TYPE-III JUNCTION BOX. AND RE-USE FOR NEW PPB. SEE SHEETS 16-19.

10. REMOVE EX 3C#12 FROM PPB TO SIGNAL CONTROLLER. PULL NEW 3CjiI12 FROM THE SIGNAL CONTROLLER, THRU EX 3" RMC, TO THE EX TITPE-III JUNCTION BOX. TO NEW PPB THRU NEW 3" IRMC. SEE SHEETS 16-19.

11 . REMOVE EX PPB. SPUCE EX 3C|12 TO NEW 3C|?12 IN THE POLE. RUN NEW 3Cj!Il2 TO EX TYPE-II JUNCTION BOX THRU EX CONDUIT. TO NEW PPB THRU NEW 3" RMC. SEE SHEETS 16-19 .

12. PPB's MUST BE PLACED WITHIN REACH OF A 2.0% SIDEWALK GRADE. AND 6 TO 15 FEET FROM THE BACK FACE OF CURB. MINOR ADJUSTMENTS IN PPB LOCATIONS MAY BE MADE IN THE FIELD. SUBJECT TO THE APPROVAL OF THE ENGINEER.

ALTERNATE SHALLOW FOUNDATION ALTERNATE SHALLOW FOUNDATION MAY BE USED TO AVOID

SUBSURFACE CONFUCTS. ALL DIMENSIONS AND ANNOTATION FROM ELEVATWN VIEW (EXCEPT FOUNDATION SIZE, WELDED

WIRE FABRIC REQUIREMENTS, AND POST CENTERED ON FOUNDATION) APPLY TO THIS DETAIL

SIGNAUZATION ft WIRING LEGEND RMC = RIGID METAL CONDUIT PPB = PEDESTRIAN PUSH BUTTON EX = EXISTING

PEDESTRIAN PUSH BUTTON POST * / ^ / * j

GREGORY STREET

J II I II <

- X - - - >^-_-^-X ; - _ - _ x - - z J*----. - X r - . - - X ^ r r X.---

N ; > - J

- ' X X X m r - X X X X X X X X — - X X X X X X X X X X X X X X X X -

DRAINAGE DIICH, TYP 55-fOO 60-1-00

•=^ -J( - ^ - J L - ^ - X=-=^X=-:^ X=.--

-X X X X X X X X X X X X X-

r 3J( 1=-0£-1=.-JL-.;=^ X r =:r H

I STATE I PROJECT DESIGNATION | YEAR [ ^ J J Q " | SHEETS

PEGER ROAD ^ I ALASKA I M G S - 0 A 4 - 5 ( 1 8 ) | 2 0 0 3 [ 21 | 21

11 p U:\Hwy\61774\Dwgs\ESCP-escp

' ^ c * ^ j " P o PIONEER PARK

>^~^ ~ ~ * - - ? -

^X X X X X X X X -

65-1-00 70-1-00

=U-z=r:X~-=.-JL-—-X:T^=Xs-=^X=:.~^ / N W r _ T = ^ - X ^ = ^ X = =.= Xj^-.=X=--=Jf=J =X.s^Tjt-.^-JC--JX.-Xj-=j:X=^J^X

STORM DRAIN INLET, TYP J'

WILBUR STREET

C X X X X X X X X X X X X X X X X X X - m i - X X X X X X X X X X X X X X X X X X X X X -

FLAG. TYP PIONEER PARK MOORE STREET CONRAD STREET

' ooooooooooo F F F '66o^66o<;d4<^31 \ ^ ^ = =: = z = = .

V DRAINAGE DITCH, TYP 75-1-00 80-1-00 85-1-00 90-1-00

E AIRPORT WAY

< —- «X-u-OC-iE.-JC:-.»-lU »-X=-s^X^- . X t ^ =X-=-sJt-^-JC-.=--X=-= X=:-= X i^-=X = • = * •= -J t -^ -JL- .= ; r it;-=:r 1£= T:= X

/ y ' y -^

--.aJ(amJ(-:i=-0C-.^-JC.-»--X--~X---'X-.-^-JC-Lj-^-X~'^0(«=-OC-. X=-^0( -= -^ -^ -JL - .=^3Lr : i ^Xc^=X=. - -=X=. -^0 (= f «X^^-OC-^-JC--=>-X.^:^X=-=^Xz^-_

FAHRENKAMP CENTER

^

TEMPORARY EROSION CONTROL NOTE."::

1. PLACE EROSION CONTROL DEVICES AT EVERY STORM DRAIN INLET (28 LOCATIONS SHOWN). AND AS DIRECTED BY THE ENGINEER. THIS IS THE MINIMUM AMOUNT REQUIRED.

2. SEDIMENT CONTROL MEASURES AND TEMPORARY EROSION AND POU.UTION CONTROL FEATURES SHALL BE BASED ON THE DEPARTMENTS MANUAL "ALASKA STORM WATER POLLUTION PREVENTION PLAN GUIDE".

3. EROSION CONTROL DEVICES SHALL BE. INSTALLED BEFORE ERODIBLE SOILS ARE EXPOSED AND MAY HAVE TO BE REMOVED AND INSTALLED DAILY TO ALLOW CONSTRUCTION ACTIVITIES TO PROCEED. ALL DEVICES SHALL BE MAINTAINED ON A DAILY BASIS INCLUDING BUT NOT UMITED TO REMOVAL AND DISPOSAL OF ACCUMULATED SOILS, CLEANING DEVICES AND REPLACEMENT OF DAMAGED DEVICES WITH NEW. ALL COSTS ASSXIATED WTIH THESE MAINTAINANCE, REMOVAL AND REINSTALLATION ACTIVITIES ARE SUBSIDIARY TO 641 HEMS.

. INDICATES THE GENERAL DIRECTION OF SURFACE aOW.

-«- I

PERMANENT EROSION CONTROL NOTES:

1. ALL DISTURBED SOILS WILL BE SEEDED ACCORDING TO SECTION 618 WITHIN TWO WEEKS OF EXPOSURE.

--=^X=-=flU-«=X=^--

ALLEYWAY

r =J(-=TjC--=.-Jt--=.--X=- ^ i - X = - = ^

ii 3

Hi.

^ ' •

SIDEWALK

FRONTAGE ROAD WEST BOUND LANES

TYPICAL SECTION. AIRPORT WAY

CENTER MEDIAN

SEPARATED PATH-

EAST BOUND LANES

EROSION SEDIMENT AND CONTROL PLAN

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