Mosquito Lake SRS Sanitary Improvements Project No. 71007-2

STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF PARKS
AND

OUTDOOR RECREATION

PROJECT NO.
-11007-2

STATE" 'oF ALASKA
Recresti
Di

sion of P
250 7 Ae gate 1840, hachorager IK B60
mended:

GRAPHIC SCALE ESTIMATE OF QUANTITIES - BASIC BID SKAGWAY,

ee 9 1250 2600 6000 ITEM NO. ITEM DESCRIPTION quantiTy AK

(IN FEET ) 618.004.0000 SEEDING 100

MOSQUITO LAKE
KELSALL ROAD 620.001.0000 TOPSOIL, 100

PROJECT LOCATION Ms 640.001.0000 MOBILIZATION AND DEMOBILIZATION . ALL REQ'D
641.001.0000 | EROSION, SEDIMENT AND POLLUTION CONTROL ADMINISTRATION. . ALL REQ'D

907.269.8731

641.002.0000 TEMPORARY EROSION, SEDIMENT AND POLLUTION CONTROL ALL REQ'D
MOSQUITO LAKE ROAD 641,0008.0000 ESOP PRICE ADJUSTMENT ; ALL REQ'D
ww 643.000.0000 TRAFFIC MAINTENANCE, ALL REQ'D
Hy 647.208.0000 HYDRAULIC EXCAVATOR, 1 C.Y., IOOHP, MIN. 5
MAINES Ro,
AD BRIDGE 654.201.0000 SINGLE VAULTED TOILET 1

-_-s -

EXISTING PROPOSED

AK 99501

LEGEND, AND ABBREVIATIONS

VICINITY MAP, ESTIMATE OF QUANTITIES,

EDGE OF VEGETATION

ANCHORAGE,

EDGE OF WATER
MAJOR CONTOUR LINE

MINOR CONTOUR LINE

DEPARTMENT OF NATURAL RESOURCES

EDGE OF GRAVEL ROAD/PARKING
UMIT OF FILL SLOPE
LIMIT OF CUT SLOPE

'SURV=Y CONTROL MONUMENT

SIGN

/ e~ TOPSOIL AND SEED
) MOSQUITO LAKE
i
Z &
\
\ 'G
EARTH MOUND N . x

ABBREVIATIONS AND SYMBOLS

MOSQUITO LAKE SRS
SANITARY IMPROVEMENTS

PLANS DEVELOPED BY: DIVISION OF PARKS AND OUTDOOR RECREATION
PROJECT NO. 71007-2

550 W 7TH AVE. SUITE 1340,

STATE OF ALASKA,

DIAMETER
(CENTERLINE

CONTINGENT SUM

DEPARTMENT OF NATURAL RESOURCES

vewrouet oe : HAINES, AK

FINISH GRADE
HIGHWAY
INVERT

LUMP SUM
POUND/POUNDS

MATCH EXISTING SOF 4 PREPARED: AWH
DRAWN: AWH
REVIEWED: RCS.
NORTHWEST

PROTECT IN PLACE = DATE: APRIL 2026
REQUIRED

2.5 MILES TO \ " SOUTHEAST 'JRongelt (C). 'Soriano? =

. 'SQUARE FOOT =. OE ~) 189719
HAINES SOUTHWEST e "
\ SQUARE YARD , i
HIGHWAY TYPICAL Professio(R)Sx~
west VANS

907.269.8731

EDGE OF
VEG. (TYP.)

POINT TABLE
BULLETIN BOARD

AK 99501

fb. | evevation (en | NORTHING EASTING

PT 101.80 1960936.42 2400720.86

- 1
TURNING RADIUS WATER STATION
21.6 FEET WOODEN 'CORNER OF
PARKING BUMPERS PI 101.80 1960924.13 2400712.93 | onneTE PAD

2
PTS 1360927.65 2aoovo7.<7 | SerNER
CONTROL POINT TABLE
y CORNER OF
EDGE OF GRAVEL ROAD ELEVATION (FT) NORTHING EASTING 1360939.94 2400715.99 CONCRETE RAD

1360882.28 2400694.42 5/8" BY 18" REBAR W/CAP

EXISTING CONDITONS AND SITE PLAN

ANCHORAGE,

EXISTING
EDGE OF
1360864,31 2400794.21 5/8" BY 18" REBAR W/CAP VEGETATION

DEPARTMENT OF NATURAL RESOURCES

BULLETIN BOARD.

EDGE OF --->
DIRT ROAD PROPOSED
a EGE OF
VEGETATON

550 W 7TH AVE. SUITE 1340,
MOSQUITO LAKE SRS
SANITARY IMPROVEMENTS
PROJECT NO. 91007-2

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EDGE OF
VEG. (TYP.)

STATE OF ALASKA,

EDGE OF
GRAVEL PAD

PROPOSED
EDGE OF VEGETATION

NOTE:

EXISTING EDGE -
1, SURVEY PERFORMED BY DNR ON JULY 2028. OF VEGETATION PREPARED: AWH

EDGE OF DIRT ROAD (TYP) 2, CORNERS OF CONCRETE VAULT TO BE AT LEAST - . ~ DRAWN: AWH
100 FEET AWAY FROM WATER LINE REVIEWED: RCS

DATE: APRIL 2026

GRAPHIC SCALE GRAPHIC SCALE

35 0 175 36 70 10 9 _ 10 #0 TOILET DETAIL
2 FoF ees FeP Pel e PLAN ViEW

(1 FEET ) (IN FEET )

AN RAIN CAP AND OWL GUARD

EDGE OF CONCRETE PAD. -

EDGE OF 4" AGGREGATE BASE. -
COURSE, GRADING O-1

TOE OF SLOPE (TM)Y

ROOF UNE -~

907.269.8731

CONCRETE TOILET STRUCTURE

INTO EXISTING DIRT RORO (4

-

D-1 APPROACH
(TM)Y = TOPSOIL AND SEED

4 degrees AGGREGATE BASE COURSE,
GRADING D-1

CONCRETE VAULTED TOILET SITE WORK

12" SELECTED MATERIAL, TYPE A

SELECTED MATERIAL, TYPEA -/

2" LEVELING COURSE

DEPARTMENT OF NATURAL RESOURCES

PLANS DEVELOPED BY: DIVISION OF PARKS AND OUTDOOR RECREATION

GRAVEL ROAD
BOTTOM OF EXCAVATION

CONCRETE TOILET VAULT
(A CONCRETE VAULTED TOILET

XAT weicat Puan

RAIN CAP AND OWL GUARO (2 CONCRETE VAULTED TOILET

\T Prorive view

MOSQUITO LAKE SRS
SANITARY IMPROVEMENTS
PROJECT NO. 91007-2

TOP OF CONCRETE POINT

550 W 7TH AVE. SUITE 1340, ANCHORAGE, AK 99501

4" AGGREGATE BASE COURSE, GRADING D-1

STATE OF ALASKA,

CONCRETE TOILET STRUCTURE
ORIGINAL GROUND

4" AGGREGATE BASE COURSE,
GRADING 0-1
TOPSOIL AND SEED

ORIGINAL GROUND 'SELECTED MATERIAL, TYPE A RRONnaan) 1
SOF 4g't,
Ke ACG PREPARED: AWH
. ORAWN: AWH
REVIEWED: RCS

DATE: APRIL 2026

~

OSS

(4) CONCRETE VAULTED TOILET

SELECTED MATERIAL, TYPE A : 2 os . KAT connen veraus
CONCRETE TOILET VAULTS (TYP.)

2 degrees LEVELING COURSE

(3.\ CONCRETE VAULTED TOILET

ST ron view