Chena River SRA: Upper Stiles Creek Shooting Range Improvements, Project No. 70011-1

Location:	Alaska
Posted:	Sep 22, 2026
Due:	Oct 13, 2026
Agency:	State Of Alaska
Type of Government:	State & Local
Category:	Y - Construction of Structures and Facilities
Solicitation No:	Project No. 70011-1
Publication URL:	To access bid details, please log in.

Attachment Preview

LEGEND CP 0 3 7 0 2 7 Typical Set Monument at CP "X" 726 ATE OF ALASKA 720 S T CP "X" CONTROL POINT NO. 3 A LS 14833 S CP L A S KA S 2 T 0 A 2 T 1 E P A R K POINT NO. 201 710 Set 2-1/2" Al. Cap On a 30" x 5/8" Rebar, Flush to NG David N. Ciampa REGISTEREDPRO LANDSURVEYOR L S - 1 1 6 4 9 F E S S IO NA L SURVEYOR'S CERTIFICATE 710 I HEREBY CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF ALASKA, AND THAT THIS W PLAT REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT O R SUPERVISION, THAT THE MONUMENTS SHOWN HEREON ACTUALLY 710 F P & EXIST AS DESCRIBED, AND THAT ALL DIMENSIONS AND OTHER DETAILS T O ARE CORRECT. D 710 710 DAVID N. CIAMPA DATE PROFESSIONAL LAND SURVEYOR, LS-11649 CONTROL POINT NO. 2 D A O CP R S G N RI CONTROL POINT NO. 4 P S T O H CP A N E H NOTES: C 1. THE INFORMATION SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED BY THE ALASKA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF MINING, LAND AND WATER ON OCTOBER 5, 2021. THE PURPOSE OF THIS SURVEY IS TO PROVIDE TOPOGRAPHIC INFORMATION FOR THE IMPROVEMENT OF CHSR MILE 36.4 SHOOTING RANGE. 2. CHENA HOT SPRINGS ROAD ROW CONSTRUCTED USING FOUND DOT ROW MONUMENTS (PT. 720 NO. 200 & 201) AND STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC 720 FACILITIES RIGHT OF WAY MAP, ALASKA PROJECT NO. S-0650(6), MILE 21 TO CHENA HOT SPRINGS. CP 3. THE COORDINATE SYSTEM FOR THIS PROJECT IS ALASKA STATE PLANE ZONE 3, NAD83(2011) EPOCH (2010.0000) IN US SURVEY FEET. THE BASIS OF COORDINATES IS POINT NO. 101 "CP 1" CONTROL POINT NO. 1 BASED ON A GPS OPUS SOLUTION PERFORMED ON OCTOBER 15, 2021. "CP 1" LATITUDE: 64 degrees54'22.70005" N, LONGITUDE 146 degrees27'30.18067" W. 4. ALL BEARINGS SHOWN ARE ALASKA STATE PLANE ZONE 3, NAD83(2011) GRID BEARINGS BASED UPON GPS OBSERVATIONS. ALL DIMENSIONS SHOWN ARE ALASKA STATE PLANE ZONE 3 GRID DISTANCES IN US SURVEY FEET. TO CONVERT TO GROUND DISTANCES SCALE BY THE COMBINED SCALE FACTOR OF 1/0.99987027. 5. THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88 (OPUS DERIVED FROM GEOID 12B). THE BASIS OF VERTICAL CONTROL IS POINT NO. 101 "CP 1", HAVING AN ORTHOMETRIC HEIGHT OF POINT NO. 200 712.04', BASED ON A GPS OPUS DERIVED SOLUTION PERFORMED ON OCTOBER 15, 2021. 6. VERIFY HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION.	SECRUOSER NOITAERCER 1378.962.709 LARUTAN ROODTUO - 10599 KA DNA FO ,EGAROHCNA SKRAP TNEMTRAPED FO NOISIVID ,0431 ETIUS :YB ,AKSALA .EVA DEPOLEVED HT7 W FO 055 SNALP ETATS	LORTNOC YEVRUS
		KEERC STNEMEVORPMI SELITS 1-11007 REPPU .oN EGNAR :ARS TCEJORP REVIR GNITOOHS ANEHC

	PREPARED:FWS DRAWN: JMD REVIEWED: PF/DC DATE:7/29/2026 SHEET
	4 OF 22 SHEETS

LEGEND
CP
0
3
7 0
2
7 Typical Set Monument at CP "X"
726
720 S T
ATE OF ALASKA
CP "X"
A LS 14833 S
CP L A S KA S 2 T 0 A 2 T 1 E P A R K
710 Set 2-1/2" Al. Cap On a
30" x 5/8" Rebar, Flush to NG
710
710
710
710
CP
CP
NOTES:
1. THE INFORMATION SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED BY THE ALASKA
DEPARTMENT OF NATURAL RESOURCES, DIVISION OF MINING, LAND AND WATER ON OCTOBER
5, 2021. THE PURPOSE OF THIS SURVEY IS TO PROVIDE TOPOGRAPHIC INFORMATION FOR THE
IMPROVEMENT OF CHSR MILE 36.4 SHOOTING RANGE.
2. CHENA HOT SPRINGS ROAD ROW CONSTRUCTED USING FOUND DOT ROW MONUMENTS (PT. 720
NO. 200 & 201) AND STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC 720
FACILITIES RIGHT OF WAY MAP, ALASKA PROJECT NO. S-0650(6), MILE 21 TO CHENA HOT
SPRINGS.
CP
3. THE COORDINATE SYSTEM FOR THIS PROJECT IS ALASKA STATE PLANE ZONE 3, NAD83(2011)
EPOCH (2010.0000) IN US SURVEY FEET. THE BASIS OF COORDINATES IS POINT NO. 101 "CP 1"
BASED ON A GPS OPUS SOLUTION PERFORMED ON OCTOBER 15, 2021. "CP 1" LATITUDE:
64 degrees54'22.70005" N, LONGITUDE 146 degrees27'30.18067" W.
4. ALL BEARINGS SHOWN ARE ALASKA STATE PLANE ZONE 3, NAD83(2011) GRID BEARINGS BASED
UPON GPS OBSERVATIONS. ALL DIMENSIONS SHOWN ARE ALASKA STATE PLANE ZONE 3 GRID
DISTANCES IN US SURVEY FEET. TO CONVERT TO GROUND DISTANCES SCALE BY THE COMBINED
SCALE FACTOR OF 1/0.99987027.
5. THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88 (OPUS DERIVED FROM GEOID 12B). THE
BASIS OF VERTICAL CONTROL IS POINT NO. 101 "CP 1", HAVING AN ORTHOMETRIC HEIGHT OF
712.04', BASED ON A GPS OPUS DERIVED SOLUTION PERFORMED ON OCTOBER 15, 2021.
6. VERIFY HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION.
KEERC
SELITS
REPPU
:ARS
REVIR
ANEHC
LORTNOC
YEVRUS
STNEMEVORPMI
EGNAR
GNITOOHS
1-11007
.oN
TCEJORP
PREPARED:
DRAWN:
REVIEWED:
DATE:
SHEET
OF SHEETS
SECRUOSER
LARUTAN
FO
TNEMTRAPED
,AKSALA
FO
ETATS
NOITAERCER
ROODTUO
DNA
SKRAP
FO
NOISIVID
:YB
DEPOLEVED
SNALP
1378.962.709
-
10599
KA
,EGAROHCNA
,0431
ETIUS
.EVA
HT7
W
055
CONTROL POINT NO. 3
POINT NO. 201
David N. Ciampa
REGISTEREDPRO
L
F
S
E
-
S
1
S
1
IO
6
NA
4
L
9
LANDSURVEYOR
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED TO
PRACTICE LAND SURVEYING IN THE STATE OF ALASKA, AND THAT THIS
W
PLAT REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT O
R
SUPERVISION, THAT THE MONUMENTS SHOWN HEREON ACTUALLY F P
&
EXIST AS DESCRIBED, AND THAT ALL DIMENSIONS AND OTHER DETAILS T
O
ARE CORRECT. D
DAVID N. CIAMPA
DATE PROFESSIONAL LAND SURVEYOR, LS-11649 CONTROL POINT NO. 2
D
A
O
R
S G
N
CONTROL POINT NO. 4 P
RI
S
T
O
H A N
E
H
C
CONTROL POINT NO. 1
FWS
JMD
PF/DC
7/29/2026
POINT NO. 200
4
22

This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.