Amendment_1_-_Lena_Beach_utilities_as-built_drawings_9-28-18.pdf

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Lena Beach Recreation Area Improvements
Solicitation number
12010919R0008
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As Built Drawings

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N N ~N 0q~

N

‘~N. _____

/ N N ii 20 L.P. ELECTRICAL

CONDUIT AND SER.VICE LINE

40 80

‘~55TATION=3+ SOC

e

EL=35.8

PROST\fREE HYDRANT (2

LOCATIONS) PER DETAIL,

\~5EE.5hEE.T_U2

~ T 4

ELECTRICAL SERVICE PER /

AELP DETAIL, SEE SHEET U2

N

STATION=3+22.40

OPPSET=27.3 IL

EL=3 I

LENA ~EACM RECREATION AREA RECONSTRUCTION PROJECT

USDA POREST SERVICE - TONGASS NATIONAL POREST

I 0 JUNEAU DISTRICT

STA. 5+87.57

END TRANSITION

TO 14 WIDE AC

SECTION

STATION=2+23.25

/ EL=33.3

OPPSET= IC. 54L

N ~ ~

OPPSET= I C. I CL OPP: I G.07L

EL=34.7

STATION= I +C4.Co

OPPSET= 5 .OOL

STATION=2+33.C3 STATION=2+52.04

OITSET=4.SOL OPPSET=5.3 I L

N DACKPLOW PREVENTION

N ~ DEVICE AND WATER METER

N PER SPECIFICATIONS IN

N LOCKADLE ENCLOSURE

NN

PC: I+5C.~Q~~

STATION=2+7O.37

%_ OFFSET=27.52L

EL=32.O

N

- - . G9.87 kNN\/

I 8’ CPP - 80 LENGTH

STATION =3+ 27.07

OPPSET=55.0 I L

IE=24.7

STATION=3+3O.CO

OFFSET=22.44L

EL=31 7

N •0 N~ C~1

N

~CROSSW~

SHT C7. C(

300 L.P. OP I’ AT STA 2+44.

MDPE WATER EXTEND GRAVEL

LINE SMOULDER TO 3 WIDE

CURD STOP ACROSS PROM ANGLED

CONNECT TO EXISTINQ’ -~ PARKING AREAS, TYP.

8~WATER LINE, FITTIN~S~

AS R~QUIRED

GATE 5OLLARDS PER

DETAIL, SMEET CC

“—--IA

ELECTRICAL CONNECTION

PER ALASKA ELECTRIC LIGHT

AND POWER COMPANY

N

STATION=4+52.82

~— OPPSET=I5.74L

~‘1’IEL=3 1.8

‘I

STATION=4+44.37

OFFSET= I C.2 IL

EL=32.O

STAT ON=7+24.CC

OPPSET=27.CCL

EL=3O.C

~~rP

(ic.- %~_i ‘r~ PT: 3+55.87

N

STA:4 + CS. 7S

OFF: I C.44’L

STA:G+28.28

OFF: C. I 4L

STATION=4+3O.47

OPPSET=5.O2L

PC: 3+75.7 I

STATION=C+05.S0

OFPSET= I C.02L

EL=3 I .4

PA1

STA:5+0 I CC

OPF:C.94’L

NOTE: SEE SHEET C-8 FOR ANGLED

PARKING LAYOUT.

N

18 CPP

STATION=3+ 14.45

OPPSET=I8.OOR

•,l IE=25.5 _-~~

I

STA:5+54.05

,~ OFF:4.COL

c~o o~n

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uJcj

0~

STATION=3+33.78

OFPSET= S0.38R

EL=3C.0

PIRE HYDRANT NN~:.:.NNN:::NN%N ‘~“N\

STATION=C+50.57

OPFSET= I C.27L

EL=3 I .2

SCALE IN”~EET

S7~•

-. 0 I

STATION=3+73.56

OFFSET= 22 .87R

EL=32.O

eou~.o

STA:C+G I .5

OPF:5. 7L

5+00

STATION=3+85.20

OFF5ET=3C.oOR

EL=33.2

;~-. STA. 4+59.3C

START TRANSITION

TO MATCH WIDTH OP

ASPHALT CONCRETE

~ SECTION AT DRIDGE

I—

DRIDGE IMPROVEMENTS,

SEE SHEETS DR- I 4;

DK-2

PT: C+40.0O

PC: C+5 I .89

HIGH PT STA: 4+22.21

HIGH PT ELEV: 32.40

I +00

LOW PT STA: 3+22.5G

~ LOW PT ELEV: 32. I 0

9 45 PVI5TA:2+G5.55 PVISTA:4_+IG.S0

U-~ 0° — PVI ELEV: 3 I .74 PVI ELEV: 32.5G 0

a-~F~ ~r~ +~ ~:33.3I ~: 125.55 —

O~~N- +40 —~ ... - ~L~C: 150.00 +~ ~ LVC: 125.00

Cfl~ +~J

(fli .. COç~ 00 U~uj .... U~J

) -3.9Gw >> 0 0 (J(J (flu]

~ u]u] >> 00 ~ ~ / -- - - -~ 0.54% ujul

E.O.P. LENA LOOP RD30

MATCH EXISTING ELEV. . ._ ~

~- -...._- IáCULVERT 5RIDGE IMPROVEMENTS,STA = I + 14.00 SEE P~NS, SHEET DR- I

25 ELEV = 37.745

~ ~F C~ . .c’j

~COCf)

4+00 5+00 G+00

S A5~C. st’~So i~

TON GA35 DESIGNED:H. MORRISON DATE:4/2 1/17 LENA COVE ROAD (PSR b45 I) PLANJPRO~ILE

DRAWN:M. MORRISON DATE:4/2I/I7

~ REVIEWED:EO, GS DATE: 4/21/I 7 PLOT ON I I “xl 7” PAPERLeri~ Civil.dw5 SH.ciof 8 c~i

-J U]

In

UI

(D

1:0 c’J F

UI

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In LflUI c’Jz

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2 + 00 3+00

REVISION:

ENGINEERING $ RECREATION TNFTYP: 09/04

DATE:4/2 1/17

DATE:4/2 1/17

DATE: 4/21/17

1~7/.~

30ö

31 2

I— ~

1~a

I

N 00 — () 100 200

SCALE IN PEET

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~‘~0’

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TONGA35

~NGINF~RING ~ RFCR~ATION

— — — -— —I — ~ r I — —~

POINT TA~L~

Font # Northing east ng Description

307 5 I 3 I 93.52 4G485 2.27 SMftT~R I -C~NT~R OF WEST CORNER POST

308 5 I 3395.08 4~5 I 34.22 SH~LT~R 2-C~NT~R OF NORTH CORNER POST

309 5 3G24.2G 4G5338.90 SHFLTFR 3-CFNT~R OF NORTH CORNFR POST

3 0 5 I 3880.8 I 4G5527.45 5I-IftT~R 4-C~NT~R OF NORTH CORNER POST

311 5I42G8.34 4~5~82.53~

312 513I97.GI 4G5080.G0 Lt~ HO5T5IT~-C~NT~RTA5Lf

313 513508.39 4G52G7.63 PICNIC I -C~NT~RTADL~

314 513738.83 4G5409.81 PICNIC 2- C~NT~RTA~L~

3 I 5 5 I 32G4.85 4~50S4.39 HYDF~ANT -C~NTFR MYD~ANT

3 I G 5 I 32 I G.9G 4G50~0.4G MYD~ANT 2-C~NTFR HYD~NT

3 I 7 5 I 32 I 3. I ~ 4G5057.22 FL~CTR I -C~NT!R FL~CTRICAL 5FRVIC~

DESIGNED: M. MORRISON

D~J~WN: M. MORRISON

REVIEWED:EO, GS

TNFTYP: OS/04

REVISION:

TADLE DESCRIPTION

LENA BFACM R~CR~ATION AREA RECONSTRUCTION PROJECT

USDA F0R~5T 5~RVICF - TONGASS NATIONAL FOREST

R- I 0 JUNEAU DISTRICT

POINT TASLE

PLOT ON I I I 7” PAPER

SH.G4 of 5

2+00 h.._

.0 LI’. OP

HDPE WATER

LINE

CROSSWAU(.

SHT C7. CENTER

AT STA 2+44.

EXTEND GRAVEL

SMOULDER TO 3’ WIDE

CURS STOP ACROSS FROM ANGLED

/ 0~WATER LINE, PIflIN~ PARSING AREAS, ~P.

; CONNECT TO EXISTING

AS R~UIRED

GATE SOLLARDS PER

DETAIL, SHEET CC

PT: 3+5~

N

~~STATION=3+ I SOC

OPPSET=7S.C3R

L5’ — EL’=3S.O

0’ CPP

STAT ON=3+ 4.45

OPFSET= 5.O&R

IE=295

- :~k. .

_______________ ___________ ~ ‘L.’ L)’~ / ,/ ~. J —____________ _________ \“~ I 1”.t2 STA:5+OLGC

N ~ DEVICE AND WATER METER ________

STATION=4+44.3~ STA:4+69.7~ OPP:G.54L / STATION=C+5O.~7

~ SAC~FLOW PREVENTION ‘N.,,,,~, / / / I~ ______ \ OPPSET= I C.2 IL OFF: I C.44L , OPP:4.C&’L

~<PIPICATIONSIN~_ ___

OPPSET= I C.27L

N LOCILASLE ENCLOSURE (DO EL=3 I .2

/ /EL=32.O 0 0 c\J

STA:C+C I .51N N _ _ _ ___

_____ STATION=4+3O.47 c D / 0

OFP:5. I 7’L

4- U-~U fl -V3\ ~C:3+75.7I r.

C-) C-/ ___ ____________________

OPPSET=SO2L ____________

ELECTRICAL CONNECTION ______ ____________ ________

_______________ —30 ~_ _ ~i.oe

PER ALASKA ELECTRIC LIGHT _______

AND POWER COMPANY _________ _____

_______________ — 5+00 — C

NSTATION=3+73.5C / , —

_________ PROST-P~E

_______ OPFSET=22.&7K ,~, i STA. 4+5~.3C /________ __________ HYDRANT (2 EL=32.& START TRANSITION

LOCATIONS) PER DETAIL, TO MATCH WIDTH OP

_______ Pt: C+40.OQ__—

PARJ~JNG LAYOUT. CONDUIT AND SERVICE LINE ~ç__)~ — SEE SHEET U2 / ASPHALT CONCRETE SRIDGE IMPROVEMENTS, STA. 5+07.57 ~__/ /7 _—

NOTE: SEE SHEET C-& FOR ANGLED I 20 L.P. ELECTRICAL TION=3+33.70 STATION=3+b5.2O ~ SECTION AT SRIDGE SEE SHEETS SR-I END TRANSITION /

~ I~4Lki <-S ~ STA

IRE HYDRANT OPPSET=OO.30R OPPSET=3C.OOR SR-2 TO 14’ WIDE AC

40 0 40 &0” EL=3C.O ELECTRICAL SERVICE PER EL=33.2 . / SECTION

______________________________________________ \\AELP DETAIL, SEE SHEET U2 ___

‘N, ~ ~ -~~- ~ .,—~ c—’ c ~~ ~tOr.i ENI2

5CALE IN FEET

50 7Qi1IS5L

1+00 2+00 3+00 4+00 5+00 C+00

GL4C~ER STATE COIb~VTR~ l~0 0-

-CC’)

~fl’~ c-)c-)

LOW~T A: 3+22.5G

LOW!PT ELEV: 32. 0

PV~ ELEV: 3 I .74

~,: 33,3

0~00

E.O.P. LENA LOOP RD

MATCH EXISTING ELEV.

STA= 1+14.00

ELEV = 37.745

HIGH PT STA: 4+22.2!

HIGH PT ELEV: 32.40

~\LSIA~Ad- LGSI

PVI ELEV: 32.5G

~: 125.55

L~LC’ 25.G•

d~ ~ ~r— ‘c~C’CJ tc\i ~c’

C0ç0 (f)UI 00 ~flui >> 00

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TONGA55 DESIGNED:H. MORRISON DATE:4/2 1/17

DRAWN:H. MORRISON DATE: 4/21/17

~‘~‘“~‘ REVIEWED:EO,GS DATE: 4/21/17

BRIDGE IMPROVEMENTS,

SEE PLANS, SHEET BR- I

F’

REVISION:

(~~çç~ 0.0 ~c~iCOCO

LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT LENA COVE ROAD (PSR &45 I) PLAN/PROPILE

USDA EOREST SERVICE - TONGASS NATIONAL POREST Lena CIvII.dwS R- I 0 JUNEAU DISTRICT PLOT ON I I “x I 7” PAPERENGINEERING $ RECREATION TNFTYP: 09/04

SH.CI of 0

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