P:ADOT Central 187DesignDrawingsCivil MP-3.75-to-5.164187 … · 2013-12-23 · New embankment + culvert fill Wetlands Branch 2 Wetlands Complex 1 - Branch 2 ... At..o PU!lJC F ACI

POA-2012-868 Kachemak Bay, sheet 1 of 12

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VICINITY MAP

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SCALE IN MILES

r- --- '---~-~. ACOE PERMIT#

ADOT/PF PROJECT # 53614

HOMER EAST END RD MP 3.75-5.5 REHABILITATION

LOCATION: T6S R13W SECS. 1,1 1, & 12, S.M

USGS SELDOVIA C4

LAT 59.669°; LONG -151.441•

DATE: 07/ 15/13

WATER BODY: KATCHEMAK BAY

LOCATION AND VICINITY MAP

KPB Parcel ViewerMon Oct 28 2013 01:52:01 PM

DISCLAIMER: The data displayed herein is neither a legally recorded map nor survey andshould only be used for general reference purposes. Kenai Peninsula Borough assumesno liability as to the accuracy of any data displayed herein. Original source documentsshould be consulted for accuracy verification.

Seperated Path

New embankment+ culvert fill

Wetlands Branch 2

Wetlands Complex 1 - Branch 2Wetlands Delineation October 2013Homer East End Road MP 3.75 to MP 5.5

38+65

42+85

28+80

38+65


KPB Parcel ViewerMon Oct 28 2013 04:33:05 PM

DISCLAIMER: The data displayed herein is neither a legally recorded map nor survey andshould only be used for general reference purposes. Kenai Peninsula Borough assumesno liability as to the accuracy of any data displayed herein. Original source documentsshould be consulted for accuracy verification.

Wetlands Complex 2Wetlands Delineation October 2013Homer East End Road MP 3.75 to MP 5.5

80

5057+55

58+45

59+30

60+20

72+25

73+55

86+35

87+15

ProjectEnd



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/ Q • / zo/ W":

/ /

/ /

/

/ /

/

/ /

r /

/

/ CLEARING EXCEPTIONS

STA 1 5+22 TO STA 18+15, LT· CLEAR 20' PAST SLOPE CATCH POINT

2. STA 1 B+OO, RT: CLEAR UTILITY EASEMENT 3. STA 21 + 10, RT: CLEAR UTILITY EASEMENT

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SHEET NO. TOTAL st£ETS

F1 F17 STATE \HR

ALASKA 2013 PR<U:CT DESIGNATI<J\J

0414 13)/ 53164 A.DDENIXJM NO.

ATIACHMEI</1 NO

RE\IlSIONS

NO. DATE DESCRIPTION

PLANS DEV£LOPE0 BY; WHPccific

STATE Of r\L"'SKA DEPARn.tENT ~ lRANSP~TATIOO

At..o PU!lJC F ACI UTIES

HOMER: EAST END ROAD, MP 3.75-5.5, KACHEMAK DRIVE

TO WATERMAN ROAD REHABILITATION

PLAN AND PROFILE BOP 15+00 TO STA 23+00


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CURVE 3 PI :::::: 25+32. 74 N = 106514.50J6 E = 635310078 I'. - 03'46'20" RT R = 5000.00 T - 164.66 L = 329.20 s - 2.2% RUNOUT = 4B" RUNOFF = 53' % RUNOFF = 80%

0

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ROW THERE IS NO TCP FOR THIS PROPERTY.

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U:111tlng

/FINI~ED PROFILE. GRADE


F2 F17 STATE \HR


0414 13)/ 53164 A.DDENIXJM NO.

ATIACHMEI</1 NO

RE\IlSIONS


~~ ... fi~··"'""~\

~~!~:~~:::)) ~-·····~/; ...... ~




HOMER: EAST END ROAD MP 3.75-5.5, KACHEMAK DRIVE


PLAN AND PROFILE STA 23+00 TO STA 36+00


/ / a

~DEN PATH FROM 10' TO 12' BEQN TRANSITION STA 41+50 END TRANSITION STA 42+00

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/ /

/ /

REDUCE PATH FROM 12' TO 10' BEGl N TRANSITION ST A 46+ 75 END TRANSI~DN STA 4 7+25


F3 F1 7 STATE \HR


0414 13)/ 53164 A.DDENIXJM NO.

ATIACHMEI</1 NO

RE\IlSIONS


~~··· H~··· .A;;'\ (:?'49!!7'r ...... \ ,,::; PLANS DEV£LOPE0 BY;

WHPccific



HOMER: EAST END ROAD, MP 3. 75-5.5, KACHEM AK DRIVE


PLAN AND PROFILE STA 36+00 TO STA 49+DO


END MODULAR

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CURVE 5 PI::: 58+41.30 N = 108635.5090 E - 66D69.55J5 A = 08'53'00" RT R - 10000.00 T = 776.76 L = 1550.41 S = NC

TL - NA

RESUME 10' PATH STA 53+00

DITCH Ll NEAR GRAOIN G ST A 54-+55, 38. 9' RT, ELEV = 21 U

TO STA 54+80, 39.6' RT ELEV = 211.1

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SHEET NO. TOTAL sr£ETS

F4 F17 STATE \HR


0414 13)/ 53164 ADDENDUM NO.

ATIACHMEI</1 NO

RE\11SIONS






PLAN AND PROFILE STA ~9+00 TO STA 62+00



F5 F17 STATE \HR

ALASKA 2013 PR<U:CT DESIGNAn<J\J

0414 13)/ 53164 A.DDENIXJM NO.

ATIACHMENT NO

RE\IlSIONS



STATE Of r\L"'SKA DEPARn.tENT ~ lRANSP~TAnoo






I I I I I INCREASE PATH FROM B" TO 1 o· I BEGIN TRANSITION STA 85+00 : END TRANSITION STA 85+50

I I I I I I I I I I I I

.., ()

~ +

"

'""~" !_ ) PI = 87+85 39 - 1 N - 110093.9853 1 E ~ 68631 8292 /'; - 07"03'28" L T I R ~ :3000 00 ) T ~ 18501 L ~ 369 55 •

G S ~ 3 4% II RUNDUT ~48' RUNOFF ~ 82" % RUN OFF ~ 80~

II

1


F6 F17 STATE \HR


0414 13)/ 53164 A.DDENIXJM NO.

ATIACHMEI</1 NO

RE\IlSIONS

"0. DATE DESCRIPTION




HOMER: EAST END ROAD, MP 3. 75-5.5, KACHEMAK DRIVE




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I ROW

MATCH EXISTING EDGE OF PAVEMENT STA 93+00.00, 16.7' LT

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~ 94+00 95+oo 96+oo 97+oo r sB+oo ~ To-o+oo - ---+ N "5'S"171 ~ -J~i' --+- - --+- - ----+-- - --+- ~ ---+- - --+- - ---+-- - t - ---+--- - --+- -

END PATHWAY CONSTRUC~DN STA 91+81.00, 36.0' RT

I I I L ___ _

----T- - --r-

Spr~&


F7 F1 7 STATE \HR


0414 13)/ 53164 A.DDENIXJM NO.

ATIACHMEI</1 NO

RE\IlSIONS





HOMER: EAST END ROAD, MP 3. 75-5.5, KACHEM AK DRIVE


PLAN AND PROFILE STA 88+ 00 TO EOP 93+00

12'

EAST END ROAD

EXISTING EMBANKMENT

12'CL

NTS

80' - 110'

EXISTINGROW

EXISTINGROW

ORIGINALGROUND(TYP.)

EXISTINGROW

EXISTINGROW

80' (VARIES)

120' (VARIES)

ROWPROPOSED PROPOSED

ROW

ORIGINALGROUND

10'MULTI-USEPATHWAY

VARIES 12' 12'4'SHLDR

5'

CLPROPOSED

4" TOPSOIL & SEEDING

3:112' 12

EXISITNGCL

TYPICAL WETLANDSDITCH FILL AREA

NTS

LAT 59.669°; LONG -151.441°

USGS SELDOVIA C-4

LOCATION: T6S R13W SECS. 1,11, & 12, S.M

HOMER EAST END RD MP 3.75-5.5 REHABILITATION

ADOT/PF PROJECT # 53614

ACOE PERMIT#

PAGE 3 OF 3


Figure3

Sheet 3 of 4

AA HOMER EAST END RD MP 3.75-5.5 REHABILITATION AA LOCATION: T6S R13W SECS. 1,11, & 12, S.M AA USGS SELDOVIA C-4 AA DATE: 07/15/13 Aa WATER BODY: KATCHEMAK BAY AA TYPICAL CULVERT SECTIONS


UG ... IH

210

---.... .........

200 : ..• '•''

2+00 J +OO

DRAINAGE ARf./1 0\/ERTOPPINC FlOOD DISCHARGE 0\/ERTOPPING WATER SURF'AGE El.EVAnON DESJGN DISCHARGE (Q•) DESJGN HEADWATER ELEVAnON ANnCIPATED ADDJnONAI. HEADWATER

0.26 SO. MILES 6045 Cf'S 221.4 f'T 64 Cf'S 206 f'T 0 f'T

2+00 3+00

DRAINAGE AREA 0\/ERTOPPING FlOOD DISCHARGE 0\/ERTOPPING WAtER SURF'AGE El.EVAnON DESIGN DISCHARGE {Q•) DESJGN HEADWATER El.EVAnON ANnCIPATED ADDinONAI. HEADWATER

0414{13)/53164-

0.24 SO. loiiLES 1046 Cf'S 209.2 f'T !11 Cf'S 194 f'T 0 f'T

Documents

P:ADOT Central 187DesignDrawingsCivil MP-3.75-to-5.164187 … · 2013-12-23 · New embankment + culvert fill Wetlands Branch 2 Wetlands Complex 1 - Branch 2 ... At..o PU!lJC F ACI