02_Drawings_PN13611688 S3.pdf

PDF 42 MB Posted Mar 5, 2026

Attached to: SOLICITATION FOR NEW RESIDENTIAL HOUSING CONSTRUCTION IN SEWARD, ALASKA
Solicitation number: 70Z08726RMISC13611688
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Mar 5, 2026

This is a technical drawing document for the Seward Housing project (PN 13611688), specifically the site grading plan that shows elevation and contour information for the residential construction site in Seward, Alaska. The document contains a comprehensive survey control plan with coordinates, elevations, and descriptions for 22 survey stations using the NAD83(2011) Alaska State Plane Zone 4 coordinate system and NAVD88 vertical datum. Key survey points include benchmark locations, recovered monuments, rebar markers, and utility infrastructure positions across the project site bounded by Phoenix Road and Olympia Road, covering multiple lots designated as Gateway Subdivision Addition No. 1 and Jesse Lee Home Subdivision. The drawing identifies existing features including utility poles, communication boxes, power lines, water valves, and fire hydrants, along with proposed grading requirements and contour lines ranging from elevations of approximately 126 feet to 201 feet across the property.

The site plan indicates three proposed duplex units and one support building option on designated lots (17-30), with existing tree lines, cleared areas, and an organic stockpile requiring removal. The drawing specifies proposed sidewalks, utility easements, property lines, and drainage features, with general notes requiring compliance with City of Seward Development Design Standards, 2020 AK DOT&PF Standard Specifications for Highway Construction, and APWA standards. The document is dated December 2025 as the final design for construction and includes certifications from registered professional engineer Rebecca L. Campbell (CE-10464) and licensed surveyor Craig Owen Ranson (No. 11798), prepared by BDS Architects and RESPEC Company, LLC for the U.S. Coast Guard Civil Engineering Unit in Juneau.

View the file

Other files

File	Type	Posted
AMEND0007 70Z08725RMISC13611688 Seward Housing RFIs.pdf	PDF	May 20, 2026
AMEND0006 70Z08726RMISC13611688 Seward Housing.pdf	PDF	May 8, 2026
AMEND6 ATTACH1REV70Z08726RMISC13611688_Seward_Housing_RFP.pdf	PDF	May 8, 2026
AMEND6 ATTACH2 Attachment D_Stakeholder_POC.pdf	PDF	May 8, 2026
AMEND0005 70Z08725RMISC13611688 Seward.pdf	PDF	Apr 15, 2026
AMEND0004 70Z08725RMISC13611688 Seward.pdf	PDF	Apr 10, 2026
AMEND0003 70Z08725RMISC13611688 Seward.pdf	PDF	Apr 1, 2026
AMEND3 ATTACH3 G-002.pdf	PDF	Apr 1, 2026
AMEND3 ATTACH 1 PRICING SCHEDULE.pdf	PDF	Apr 1, 2026
AMEND3 ATTACH2 C-201.pdf	PDF	Apr 1, 2026
AMEND3 ATTACH4 Geotechnical Report 10.1.2025.pdf	PDF	Apr 1, 2026
AMEND0002 70Z08725RMISC13611688 Seward Housing.pdf	PDF	Mar 23, 2026
AMEND2 04_13611688 ATTACHMENT A.xlsx	XLSX spreadsheet	Mar 23, 2026
Amend 1 Attach 2 SF25 Performance Bond.pdf	PDF	Mar 12, 2026
Amend 1 Attach 4 SF24 Bid Bond.pdf	PDF	Mar 12, 2026
AMEND0001 70Z08726RMISC13611688 Seward Housing.pdf	PDF	Mar 12, 2026
Amend 1 Attach 1 Site Visit Photos.pdf	PDF	Mar 12, 2026
Amend 1 Attach 3 SF25 Payment Bond.pdf	PDF	Mar 12, 2026
70Z08726RMISC13611688_Seward_Housing_RFP.pdf	PDF	Mar 5, 2026
04_13611688 ATTACHMENT A.xlsx	XLSX spreadsheet	Mar 5, 2026
06_13611688 ATTACHMENT C.docx	DOCX document	Mar 5, 2026
01_SPECS_PN13611688.pdf	PDF	Mar 5, 2026
03_WD_AK20260005_01.02.26.pdf	PDF	Mar 5, 2026
05_13611688 ATTACHMENT B.docx	DOCX document	Mar 5, 2026

Show all 24

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

2 19

188 18

3 19

7 198

195190

EEEEEEE

C C

IPC

703704

IPC

708 709

IPC

712 713

IPC

714 715

IPC

718719

IPC

720721

IPC

722723724

IPC

728729 730

LOT 17

T C 4A

LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29

PHOENIX RD

A R

TRACT C-2

LOT 30

GATEWAY SUBD. ADD No. 1 (PLAT No. 85-9, SRD)

LOT 16

LOT 47

GATEWAY SUBD. ADD No. 1 (PLAT No. 2024-2, SRD)LOT 48 LOT 46 LOT 45 LOT 44 LOT 43

TRACT A-1

JESSE LEE HOME SUBD.

(PLAT No. 2007-21, SRD) TRACT D

SURVEY CONTROL DATA (US FT)

STATION

NORTHING

2,239,831.20

2,239,817.45

2,239,722.51

2,239,858.27

2,239,888.07

2,239,918.38

2,239,958.22

2,240,058.04

2,240,098.18

2,240,138.35

2,240,168.21

2,240,198.75

2,240,197.71

2,240,137.72

2,240,097.63

2,239,917.54

2,239,857.77

2,239,837.27

2,239,720.06

2,238,594.87

2,238,994.10

2,241,112.10

EASTING

1,741,246.46

1,741,301.68

1,741,290.13

1,741,434.30

1,741,433.98

1,741,433.91

1,741,433.64

1,741,433.37

1,741,433.40

1,741,433.08

1,741,432.80

1,741,432.72

1,741,299.51

1,741,299.62

1,741,299.77

1,741,300.52

1,741,301.32

1,741,301.41

1,741,294.28

1,741,441.58

1,741,438.05

1,741,428.41

ELEVATION

189.47'

189.03'

187.25'

180.69'

182.21'

184.49'

185.43'

187.06'

189.03'

187.66'

186.60'

190.30'

201.18'

200.04'

198.13'

192.87'

190.74'

188.12'

188.42'

126.39'

145.70'

199.27'

DESCRIPTION

SET SURVEY SPIKE

FOUND 1-1/4" YPC (LS 8859)

FOUND 5/8" REBAR

FOUND 1-1/4" YPC (LS 8859)

FOUND 5/8" REBAR

FOUND 1-1/4" YPC (LS 8859)

FOUND 3-1/4" PRIMARY MONUMENT (610-S)

FOUND 1-1/4" YPC (LS 8859)

FOUND 5/8" REBAR

FOUND 1-1/4" YPC (LS 8859)

FOUND 5/8" REBAR

TBM 042825 'A' **

FOUND 5/8" REBAR

FOUND IRON PIPE

FOUND REBAR WITH YELLOW PLASTIC CAP

POWER BOX

COMMUNICATION BOX

GUY

WATER VALVE

FIRE HYDRANT

COMMUNICATION MANHOLE

BOREHOLE

COMMUNICATION LINE

CONIFEROUS TREE

FOUND REBAR

FOUND PRIMARY MONUMENT

2" PVC PIPE

SET SURVEY SPIKE

IPC

UTILITY POLE

E E OVERHEAD ELECTRIC

GRAVEL ROADWAY

PROPERTY LINE

TREE LINE

MAJOR CONTOUR

MINOR CONTOUR

POINT NUMBER101

BM BENCHMARK

POST

YELLOW PLASTIC CAPYPC

BLOCK NUMBER

30' 60'0

D, AL

SEWARD

HOUSING

V-101

8V -1

.d wg

K, M

T M

, L

) 7

-3

US COAST GUARD

CIVIL ENGINEERING

GENERAL SURVEY NOTES

1. THE BASIS OF COORDINATES IS THE NAD83(2011)(EPOCH: 2010.0000) ALASKA STATE PLANE ZONE 4 (AKSPZ4) POSITION OF CONTROL POINT (CP) 1, BASED ON A 7-HOUR GNSS OCCUPATION PROCESSED BY THE NGS OPUS UTILITY. CP 1 IS A SURVEY SPIKE, SET THIS SURVEY, LOCATED

SOUTHEAST OF THE INTERSECTION OF PHOENIX RD AND OLYMPIA RD. THESE NAD83 AKSPZ4

COORDINATES ARE 2,239,831.20' NORTH, 1,741.246.46' EAST, U.S. SURVEY FEET (60°07'48.0335"

NORTH, 149°26'49.1970" WEST).

2. THE BASIS OF BEARING FOR THIS SURVEY IS THE NAD83 AKSPZ4 GRID COORDINATE SYSTEM.

3. THE VERTICAL DATUM IS NAVD88 (DERIVED USING GEOID12B ALASKA) AT CP 1, HAVING AN

ELEVATION OF 189.47'.

4. COORDINATES SHOWN ARE AKSPZ4 GRID. UNITS ARE IN U.S. SURVEY FEET.

5. THE ELEVATIONS AND HORIZONTAL POSITIONS OF RECOVERED MONUMENTS, SET CONTROL,

AND TOPOGRAPHIC FEATURES WERE ESTABLISHED USING GLOBAL POSITIONING SURVEYING

METHODS ORIGINATING FROM CP 1.

6. PROPERTY LINES SHOWN ARE DERIVED FROM RECORD PLAT AND KENAI PENINSULA BOROUGH

GIS PARCEL INFORMATION PLACED ON RECOVERED MONUMENT 715 AND ROTATED TO

RECOVERED MONUMENT 704. PROPERTY LINES SHOWN ARE FOR GRAPHICAL USE ONLY AND

ARE NOT INTENDED TO REPRESENT A TRUE BOUNDARY SURVEY.

7. VERIFY ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. .

LEGEND

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

10' UTILITY EASEMENT

PER PLAT No. 2013-16, SRD

15' PEDESTRIAN

EASEMENT PER

PLAT No. 2024-2, SRD

15' UTILITY EASEMENT

PER PLAT No. 2004-3, SRD

* NOT SHOWN

** CHISELED 'X' NW CORNER TOP OF TRANSFORMER PAD

NORTH

PLAN

TRUE NA1 SURVEY CONTROL PLAN

SCALE: 1" = 30'

REGISTERED PROFESS IONA L L A ND SURVEYOR

CRAIG OWEN RANSON

No. 11798 12/17/25

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

@ AT

ADEC ALASKA DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

AK DOT&PF ALASKA DEPARTMENT OF

TRANSPORTATION& PUBLIC FACILITIES

BW BOTTOM OF THE WALL

CATV CABLE TELEVISION

CB CATCH BASIN

COR CONTRACTING OFFICER

CT COURT

D/W DRIVEWAY

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DI DUCTILE IRON

DIA DIAMETER

E EAST

EL ELEVATION

FD FUTURE DEVELOPMENT

FG FINISH GRADE

F&I FINISH AND INSTALL

FT FEET

GF GROUND FLOOR

H HORIZONTAL

H HEIGHT

HMA HOT MIX ASPHALT

HPDE HIGH DENSITY POLYETHYLENE

HV HIGH VOLTAGE

IE INVERT ELEVATION

LF LINEAR FEET

LT LEFT

MAX MAXIMUM

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTH

NTS NOT TO SCALE

PERF PERFORATED

PVC POINT OF VERTICAL CURVE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

R RADIUS

RT RIGHT

S SOUTH, SLOPE

S/W SIDEWALK

SD STORM DRAIN

SS SANITARY SEWER

STA STATION

TEL TELEVISION

TESC TEMPORARY EROSION AND SEDIMENT

CONTROL

TW TOP OF WALL

TYP TYPICAL

V VERTICAL

VC VERTICAL CURVE

W WATER, WEST

YPC YELLOW PLASTIC CAP

ABBREVIATIONS:

ASPHALT PAVEMENT

CONCRETE

STABILIZED CONSTRUCTION

ACCESS

PROPERTY LINE

CENTERLINE

SETBACK LINE

SILT FENCE

CLEARING/GRADING LIMITS

INTERCEPTOR DITCH

SEWER LINE

WATER LINE

SAWCUT

SF SF

LEGEND

SAN SAN

W W W

ELECTRICE E E E

6' HIGH WOOD FENCE

MAN GATE

4" TOPSOIL AND SEEDING

EXISTING GROUND

WATER FLOW

PROPOSED GROUND

WATER FLOW

GUY

WATER VALVE/KEY BOX

FIRE HYDRANT

COMMUNICATIONS MANHOLE

DEMO UTILITY

D, AL

SEWARD

HOUSING

C-001

8C -0

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

CIVIL ENGINEERING

SWALE> > > > > > > >

SLOPE

TREELINE

ORGANIC STOCKPILE

BE REMOVED

SEWER STUB OUT

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF SEWARD DEVELOPMENT

DESIGN STANDARDS AND SUBDIVISION CONSTRUCTION ORDINANCES, 2020 AK DOT&PF

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, AND THE LATEST EDITION OF THE

AMERICAN PUBLIC WORKS ASSOCIATION (APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE

AND MUNICIPAL CONSTRUCTION UNLESS OTHERWISE INDICATED.

2. THE CITY OF SEWARD PUBLIC WORKS ENGINEERING DIVISION MUST BE CONTACTED AT LEAST 48

HOURS PRIOR TO THE FOLLOWING ACTIVITIES IN THE PUBLIC RIGHT-OF-WAY OR PUBLIC

EASEMENT AT (907) 224-4005

2.1.1 STREET FILLS, BASE ROCK AND PAVING

2.1.2. UTILITY CUTS IN EXISTING STREETS

2.1.3. ALL SANITARY SEWER AND WATER PIPE INSTALLATION PRIOR TO COVERING.

2.1.4. INSTALLATION OF SANITARY SEWER AND WATER APPURTENANCES

2.1.5. CONNECTION TO ANY CITY UTILITY

3. DAMAGE TO VEGETATION RETAINED DURING INITIAL CLEARING ACTIVITIES SHALL BE MINIMIZED

BY DIRECTIONAL FALLING OF TREES TO AVOID SENSITIVE AREA AND VEGETATION TO BE

RETAINED, AND PREPARATION AND APPROVAL OF A SKIDDING PLAN AIMED AT MINIMIZING

DAMAGE TO SOIL AND UNDERSTORY VEGETATION.

4. DUST GENERATED DURING CONSTRUCTION ACTIVITIES SHALL BE CONTROLLED BY WETTING

THESE DUST SOURCES SUCH AS AREAS OF EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE

THEY LEAVE THE SITE AND INSTALLING AND MAINTAINING GRAVEL CONSTRUCTION ENTRANCES.

5. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO DAYTIME HOURS (08:00 TO 17:00). THERE SHALL BE NO CONSTRUCTION ACTIVITIES ON SUNDAYS AND CITY OBSERVED HOLIDAYS. CONSTRUCTION ACTIVITIES AS USED HEREIN SHALL APPLY TO FUTURE BUILDING CONSTRUCTION. ADDITIONALLY, AT SUCH TIMES WHEN THE WEATHER CONDITIONS ADVERSELY IMPACT THE EROSION CONTROL

PLAN, THE COR SHALL HAVE THE AUTHORITY TO CLOSE CONSTRUCTION ACTIVITIES ON THE SITE

AND/OR ORIENT ACTIVITIES TO ELIMINATE EROSION IMPACT.

6. THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION & SEDIMENTATION CONTROL

MEASURES NECESSARY TO ENSURE SILT-LADEN WATER DOES NOT LEAVE THE CONSTRUCTION

AREA. ANY FACILITIES INSTALLED SHALL BE MAINTAINED IN PROPER OPERATING CONDITION

UNTIL ALL DISTURBED AREAS HAVE BEEN RE-VEGETATED OR OTHERWISE DEVELOPED AND THE

POTENTIAL FOR EROSION ELIMINATED.

7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE OR HAVE LOCATED BY THE

APPROPRIATE COMPANIES, ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CALL 511

UNDERGROUND LOCATES A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS.

8. IN AREAS OF MULTIPLE UTILITY TIE-INS THE CONTRACTOR SHALL MAKE CONNECTIONS AND REPAIR ANY PAVEMENT / CONCRETE SURFACE PER THE COR'S DIRECTION. UTILITIES TO BE TIED IN MAY INCLUDE BUT ARE NOT LIMITED TOO; SEWER, WATER, STORM. POWER, GAS, ELECTRIC, CABLE & PHONE.

9. IF CONSTRUCTION IS TO TAKE PLACE IN THE CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE CITY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS AND ABIDE BY ANY

ADDITIONAL STANDARDS THEY MAY SET.

10. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF PROJECT PLANS ON-SITE AT ALL TIMES.

11. PROJECT SUBMITTALS FOR ALL MATERIALS UTILIZED IN THE RIGHT-OF-WAY SHALL BE SUBMITTED

TO SEWARD PUBLIC WORKS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ALLOW ONE

WEEK FOR REVIEW.

12. THE CITY OF SEWARD WILL NOT ALLOW ANY UTILITY CONSTRUCTION TO BE PERFORMED, EXCEPT UNDER ACTIVE INSPECTION. TAPS/CONNECTIONS TO EXISTING UTILITIES MUST BE INSPECTED

AND APPROVED BY SEWARD PUBLIC WORKS STAFF. ONLY AMERICAN PUBLIC WORKS

ASSOCIATION (APWA) APPROVED MATERIALS AND METHODS SHALL BE USED.

CONSTRUCTION SEQUENCE:

1. SUBMIT MATERIALS LIST FOR ALL MATERIALS UTILIZED IN THE RIGHT-OF-WAY TO SEWARD PUBLIC

WORKS AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.

2. SITE HAS BEEN CLEARED AND GRUBBED. ADDITIONAL CLEARING AND GRUBBING IS NOT

ANTICIPATED. REMOVE ORGANIC STOCKPILE AND DISPOSE OF IN AN APPROVED DISPOSAL

LOCATION.

3. PROVIDE ALL CONSTRUCTION STAKING FOR THE PROJECT.

4. INSTALL UTILITIES FIRST OR DIRECTLY AFTER STAKING.

5. FINE GRADE AND PAVE ROADS.

6. PLACE TOPSOIL, HYDROSEED AND MULCH ALL EXPOSED AREAS. SLOPES STEEPER THAN 15%

SHALL BE STABILIZED WITH JUTE MATTING THAT HAS BEEN APPROVED BY THE COR.

7. REMOVE TEMPORARY EROSION CONTROL FACILITIES AFTER ENTIRE SITE IS STABILIZED AND THE

POTENTIAL FOR EROSION HAS PASSED.

8. CLEAN ANY SILT THAT HAS ACCUMULATED IN THE PERMANENT STORM DRAINAGE SYSTEM.

WATER GENERAL NOTES:

1. THE PUBLIC WORKS OPERATIONS DIVISION MUST BE CONTACTED TO OPEN OR CLOSE ANY PUBLIC

WATER VALES, AT LEAST A SEVEN (7) DAY NOTICE IS REQUIRED PRIOR TO ANY CONNECTION TO AN EXISTING WATER LINE. THEY CAN BE REACHED AT (907) 224-4004. PROVIDE NOTIFICATION TO COR

FOR ALL COMMUNICATION WITH PUBLIC WORKS AND THE CITY OF SEWARD.

2. ALL WATER DISTRIBUTION SYSTEMS SHALL BE CONSTRUCTED WITH DUCTILE IRON, PVC OR HDPE

PIPE MEETING AWWA STANDARDS.

3. TRACER WIRE SHALL BE 14-GAUGE, SOLID CORE, BLUE-COATED COPPER WIRE WITH

THERMOPLASTIC INSULATION RECOMMENDED FOR DIRECT BURIAL, SHALL BE INSTALLED WITH ALL

PVC AND HDPE WATER PIPE.

4. SERVICE LINES SHALL BE PVC.

5. MINIMUM DEPTH FOR BURIED WATER MAINS SHALL BE 8 FEET UNLESS OTHERWISE APPROVED BY

CITY ENGINEER.

6. THE FOLLOWING ARE THE REQUIRED CLEARANCES FROM THE WATER SERVICE:

MINIMUM HORIZONTAL CLEARANCE FROM WATER SERVICE:

MIN. DISTANCE (FT)

CABLE TV 5

GAS 5

POWER 5

STORM 3

TELEPHONE, FIBER OPTIC 5

SEWER 10

MINIMUM VERTICAL CLEARANCE FROM WATER SERVICE:

MIN. DISTANCE (FT)

CABLE TV 1

GAS 2

POWER 1

STORM 3

TELEPHONE, FIBER OPTIC 1

SEWER 3

7. ALL NEW WATER SYSTEMS (INCLUDING LINES, VALVES, HYDRANTS AND SERVICES) SHALL BE INDIVIDUALLY PRESSURE TESTED, CHLORINATED, AND TESTED FOR BACTERIA. ALL TESTING SHALL

BE PERFORMED IN ACCORDANCE WITH AWWA C600 AND C651 AND ADEC DRINKING WATER

REQUIREMENTS, AND IN THE PRESENCE OF CITY INSPECTOR.

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

1. UNLESS NOTED SPECIFICALLY OTHERWISE, THE STANDARDS FOR MATERIALS, TESTING, AND CONSTRUCTION SHALL BE AS PROVIDED IN THE 2020 AK DOT&PF (STANDARD SPECIFICATIONS)

FOR HIGHWAY CONSTRUCTION.

ROADWAY/DRIVEWAY CONSTRUCTION

1. THE TYPICAL DRIVEWAY SECTION SHOWN IS A MINIMUM REQUIREMENT. BASED ON EXISTING

SOIL CONDITIONS, ADDITIONAL BASE MATERIAL AND/OR PAVEMENT MAY BE REQUIRED. ALL

UNSUITABLE SOIL MATERIAL SHALL BE REPLACED AS REQUIRED.

2. PREPARATION OF SUBGRADE SHALL INCLUDE COMPACTION AT 95% MAXIMUM DENSITY AS

DETERMINED BY MODIFIED PROCTOR AND MOISTURE SHALL NOT EXCEED OPTIMUM.

CERTIFICATION OF SUBGRADE COMPACTION BY AN APPROVED SOILS TESTING LABORATORY IS

REQUIRED.

3. UTILITY ADJUSTMENTS (MANHOLES, CATCH BASINS, VALVES, ETC.) TO FINAL ROAD GRADE SHALL

BE DONE PRIOR TO INSTALLATION OF ASPHALT.

SIDEWALKS

1. ALL SIDEWALKS SHALL BE CONCRETE.

2. SUBGRADE COMPACTION FOR SIDEWALKS SHALL MEET A MINIMUM 95% OF MAXIMUM DENSITY

AND BE PREPARED WITH A ROCK BASE COURSE MEETING 95% COMPACTION.

3. CONCRETE FOR SIDEWALKS SHALL BE 3,300 PSI, FURNISHED AND PLACED IN ACCORDANCE WITH

AK DOT&PF STANDARD SPECIFICATIONS. CONCRETE SIDEWALKS SHALL BE A MINIMUM OF

4-INCHES THICK WITH A COMPACTED SUBGRADE. SEE DETAIL SHEET C-503 (SIDEWALK) FOR

ADDITIONAL INFORMATION.

4. PLACING AND FINISHING OF SIDEWALK SHALL BE PER SECTION 32 16 19 OF THE SPECIFICATIONS.

THE SURFACES ARE TO BE STRUCK OFF, TROWELED, LIGHTLY BRUSHED IN TRANSVERSE

DIRECTION, THEN JOINTED AND EDGED. THE FINISH REQUIREMENTS INCLUDE:

A. CONTRACTION JOINTS SHALL BE PLACED AS TO MAKE SQUARE BLOCKS FOR WALKS UP TO 8'

WIDE AND ALSO AT ALL CHANGES IN DIRECTION AND POINTS OF CURVATURE.

B. JOINT SHALL BE 1/8” TO ¼” WIDE WITH A MINIMUM DEPTH OF 1/3 OF THE CONCRETE THICKNESS.

C.ISOLATION JOINTS SHALL BE PLACED AT CONNECTIONS TO EXISTING SIDEWALK, EDGES OF

DRIVEWAYS AND ALL STRUCTURES WITH SIDEWALK. JOINTS SHALL CONSIST OF A PREFORMED

FILLER MATERIAL WITH A MINIMUM ½” THICKNESS.

D. SIDEWALK REQUIRES TRANSVERSE BRUSH FINISH.

PAVEMENT NOTES:

PAVEMENT

1. THE MINIMUM PAVED SECTIONS SHALL BE AS SHOWN ON SHEET C-503. THESE SECTIONS ARE

ACCEPTABLE ONLY ON FIRM AND UNYIELDING SUBGRADE THAT IS WELL DRAINED AND

COMPACTED. PROVIDE A FIRM SURFACE ON WHICH AGGREGATES ARE TO BE PLACED

ACCORDING TO THE STANDARD SPECIFICATIONS. PROOF ROLLING IS REQUIRED ON ALL

SUBGRADE AREAS PRIOR TO ASPHALT OR PORTLAND CEMENT PLACEMENT (ROADS AND

SIDEWALKS). ANY PROPOSED EXCEPTION TO THESE MATERIALS WILL BE SUBJECT TO REVIEW

AND APPROVAL BY THE COR.

ASPHALT CONCRETE PAVEMENT

1. THE MINIMUM ALLOWABLE SECTION FOR ASPHALT IS TWO INCHES (2”) OF ASPHALTIC CONCRETE.

ASPHALT MATERIALS, AND CONSTRUCTION SHALL BE PER SECTION 32 12 16.16 OF THE

SPECIFICATIONS AND AS APPROVED BY THE CITY OF SEWARD. ASPHALT CONCRETE PAVEMENT

DENSITY AND TESTING REQUIREMENTS SHALL BE PER 2020 ALASKA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

CONCRETE PAVEMENT

1. PORTLAND CEMENT CONCRETE USED FOR SIDEWALKS SHALL ATTAIN A 28-DAY COMPRESSIVE

STRENGTH OF 3,300 PSI. TESTING AND FREQUENCY REQUIREMENT SHALL BE IN ACCORDANCE

WITH THE AKDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AS WELL AS THE AK

DOT&PF MANUAL OF FIELD TEST PROCEDURES (MFTP). CONTRACTOR WILL PROVIDE THE

FOLLOWING TESTS:

· VISUAL INSPECTION

· CONCRETE SAMPLING

· AIR CONTENT

· SLUMP

· TEMPERATURE

CONCRETE SAMPLING TO PROVIDE NO LESS THAN 1 SET (A MINIMUM OF 3 CYLINDERS) PER DAY, PER

SOURCE FOR COMPRESSIVE STRENGTH TESTING.

1. THE CONTRACTOR SHALL FOLLOW THE CONSTRUCTION RECOMMENDATIONS AS OUTLINED IN

THE GEOTECHNICAL INVESTIGATION REPORT BY RESPEC, DATED MAY 2025.

2. PERMANENT CUT AND FILL SLOPES SHOULD BE PROTECTED WITH EROSION CONTROL BLANKETS

AND/OR PLANTED WITH RELATIVELY FAST GROWING VEGETATION IMMEDIATELY AFTER GRADING

TO LIMIT SURFACE SLOUGHING AND EROSION.

3. BASE MATERIALS SHALL BE CONSTRUCTED UPON A PREPARED SUBGRADE OR IN TRENCHES IN

ACCORDANCE WITH THE PLANS, SPECIFICATIONS, AND STANDARD SPECIFICATIONS OR AS

DIRECTED BY THE COR.

4. AGGREGATE BASE COURSE SHALL BE GRADATION NO. 1.

EARTHWORK:

D, AL

SEWARD

HOUSING

C-002

8C -0

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

CIVIL ENGINEERING

MULTICORELINK:J13611688C-503-C-503

SAN SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN SAN SAN SAN SANW

W W

W W W W W WSAN

SAN

SAN SAN

EEEEEEEEE

SAN

W W

SAN

C C C

SAN

W W

E E E E E E E E E E E E E E E E E E

E E E E E E E E E E

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

PHOENIX ROAD (GRAVEL ROADWAY)

PROPOSED

ADA DUPLEX

LOT 18A

PROPOSED

DUPLEX - 3 BEDROOM

LOT 19A

PROPOSED

DUPLEX - 4 BEDROOM

LOT 20A

PROPOSED

SUPPORT

BUILDING

OPTION 1

LOT 17

PROPOSED

PROPERTY LINE, TYP

PROPOSED 6' GRAVEL

PATHWAY BY OTHERS

0 20 40

28'

16'

20.5' 20.5' 20.5' 20.5' 23.0' 23.0'

6' HIGH WOOD FENCE , TYP

REMOVE ORGANIC

STOCKPILE

EXISTING TREE LINE

A1 SITE LAYOUT

ON 22" x 34" PAPER, SCALE: 1" = 20' ON 11" x 17" PAPER SCALE: 1" = 40'

NORTH

PLAN

TRUE N

PROPOSED

SIDEWALK, TYP

32.22'

22.7'

0' 23.20' 26.98' 28.35' 27.82' 27.60'

5.0'

TYP.

8'x5' HEATING OIL

CONCRETE SLAB, TYP.

ASPHALT PAVEMENT

CONCRETE

ORGANIC STOCKPILE

TO BE REMOVED

PROPERTY LINE

SEWER LINE

WATER LINE

LEGEND

SAN SAN

W W W

6' WOOD FENCE

MAN GATE

WATER VALVE/KEY BOX

FIRE HYDRANT

CLEANOUT

31.31'

D, AL

SEWARD

HOUSING

C-101

8C -1

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

MULTICORELINK:J13611688C-101-C-101

SAN

W W

SAN

C C C

SAN

W W

2 19

PHOENIX RD

A R

180 18

1 18 2 18

3 18

POINT TABLE

No.

ELEVATION

200.90

201.00

197.00

201.00

194.00

191.00

201.00

194.00

193.00

201.00

NORTHING

2,240,202.56

2,240,215.04

2,240,231.33

2,240,215.02

2,240,231.29

2,240,233.29

2,240,181.54

2,240,180.21

2,240,179.41

2,240,151.19

EASTING

1,741,291.44

1,741,334.44

1,741,369.92

1,741,374.42

1,741,423.92

1,741,425.92

1,741,374.44

1,741,423.93

1,741,291.68

DESCRIPTIONS

DRIVEWAY

GROUND AT BUILDING

TOP LANDSCAPE WALL

GROUND AT BUILDING

TOP LANDSCAPE WALL

GROUND AT BOTTOM LANDSCAPE WALL

GROUND AT BUILDING

TOP LANDSCAPE WALL

DRIVEWAY

POINT TABLE

No.

ELEVATION

201.00

193.00

192.00

199.00

199.52

198.00

192.00

NORTHING

2,240,139.04

2,240,129.12

2,240,128.80

2,240,110.82

2,240,111.30

2,240,070.68

2,240,082.96

2,240,082.94

2,240,078.04

EASTING

1,741,334.44

1,741,374.44

1,741,423.95

1,741,303.22

1,741,354.91

1,741,290.30

1,741,334.85

1,741,374.83

1,741,423.94

DESCRIPTIONS

GROUND AT BUILDING

TOP LANDSCAPE WALL

GROUND

DRIVEWAY

GROUND AT BUILDING

TOP LANDSCAPE WALL

POINT TABLE

No.

ELEVATION

191.00

190.00

198.00

190.00

189.00

191.00

NORTHING

2,240,077.45

2,240,026.96

2,240,025.91

2,240,018.87

2,240,006.96

2,239,975.87

2,239,975.42

2,239,956.82

EASTING

1,741,423.94

1,741,423.95

1,741,290.02

1,741,334.85

1,741,374.85

1,741,423.95

1,741,331.21

1,741,359.46

DESCRIPTIONS

TOP LANDSCAPE WALL

DRIVEWAY

GROUND AT BUILDING

TOP LANDSCAPE WALL

GROUND AT BUILDING

POINT TABLE

No.

ELEVATION

189.00

188.00

191.00

188.00

187.00

191.00

187.00

182.00

NORTHING

2,239,924.79

2,239,924.17

2,239,922.77

2,239,878.50

2,239,873.68

2,239,873.42

2,239,844.82

2,239,822.62

2,239,820.63

EASTING

1,741,423.93

1,741,290.35

1,741,290.64

1,741,423.95

1,741,331.21

1,741,359.46

1,741,423.97

1,741,425.97

DESCRIPTIONS

TOP LANDSCAPE WALL

DRIVEWAY

TOP LANDSCAPE WALL

GROUND AT BUILDING

TOP LANDSCAPE WALL

GROUND AT BOTTOM LANDSCAPE WALL

POINT TABLE

No.

ELEVATION

188.00

188.52

188.50

187.65

188.50

NORTHING

2,239,822.29

2,239,806.14

2,239,790.03

2,239,778.12

2,239,754.03

EASTING

1,741,369.92

1,741,288.45

1,741,359.47

1,741,332.30

1,741,360.30

1,741,286.08

1,741,332.30

1,741,360.30

DESCRIPTIONS

TOP LANDSCAPE WALL

DRIVEWAY

GROUND AT BUILDING

DRIVEWAY

GROUND AT BUILDING

0 20 40

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

A1 SITE GRADING PLAN

ON 22" x 34" PAPER, SCALE: 1" = 20' ON 11" x 17" PAPER SCALE: 1" = 40'

NORTH

PLAN

TRUE N

1. COORDINATE POINTS AND ELEVATION ARE SHOWN ON THIS

SHEET.

2. GRADE FRONT AND BACK YARDS TO FINISH GRADE CONTOURS

AS SHOWN.

3. MATCH EXISTING GRADE ON PHOENIX ROAD WHEN INSTALLING

DRIVEWAYS.

NOTES

ASPHALT PAVEMENT

CONCRETE

PROPERTY LINE

SEWER LINE

WATER LINE

LEGEND

SAN SAN

W W W

6' WOOD FENCE

MAN GATE

WATER VALVE/KEY BOX

FIRE HYDRANT

CLEANOUT

PROPOSED SURFACE

WATER FLOW

POINT NUMBER

EXISTING GRADE CONTOUR

LEGEND

PROPOSED FINISHED

GRADE CONTOUR

D, AL

SEWARD

HOUSING

C-102A

8C -1 a-wb -1

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

CIVIL ENGINEERING

1V:6H (M

AX)

1V:6H (M

AX)

1V:6H (M

AX)

1V:6H (M

AX)

1V:6H(MAX)

NEW LANDSCAPE BLOCK WALL

MAXIMUM HEIGHT = 5 FEET

EEEEEEEE

SAN SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN SAN SAN SANW

W W

W W W W W W WSAN

SAN

SAN SAN

SAN

W W

SAN

C C C

SAN

W W

E E E E E E E E E E E E E E E E E E

E E E E E E E E E E

N: 2239755.5610 E: 1741328.8209

CONNECT TO BUILDING

N: 2239721.9241 E: 1741291.5801

CONNECT TO

EXISTING BUILDING

1" WATER SERVICE

AT KEY BOX

F&I 51.5 LF 3/4" PVC

WATER LINE

N: 2239767.5610 E: 1741328.8209

CONNECT TO BUILDING

N: 2239882.5782 E: 1741331.6476

CONNECT TO BUILDING

N: 2240022.4362 E: 1741330.8830

CONNECT TO BUILDING

N: 2240162.4115 E: 1741329.6224

CONNECT TO BUILDING

PHOENIX ROAD (GRAVEL ROADWAY)

PROPOSED

ADA DUPLEX

LOT 18A

PROPOSED

DUPLEX - 3 BEDROOM

LOT 19A

PROPOSED

DUPLEX - 4 BEDROOM

LOT 20A

PROPOSED

SUPPORT

BUILDING

OPTION 1

LOT 17

PROPOSED

PROPERTY LINE, TYP.

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

0 20 40

N: 2239767.5610 E: 1741249.4166

INSTALL 4" PVC SEWER SERVICE

ON 8" PVC SEWER MAIN

N: 2239903.9588 E: 1741272.1600

CONNECT 1.5" PVC WATER SERVICE

TO 8" PVC WATER MAIN

F&I 57.3 LF 1.5" PVC WATER LINE N: 2240056.8866

E: 1741274.7731

F&I 55.3 LF 1.5" PVC WATER LINE

N: 2240186.7455 E: 1741274.6199

CONNECT 1.5" PVC WATER SERVICE

TO 8" PVC WATER MAIN

F&I 53.8 LF 1.5" PVC WATER LINE

N: 2239904.0286 E: 1741329.4535

CONNECT TO BUILDING

N: 2240056.9399 E: 1741330.0348

CONNECT TO BUILDING

N: 2240186.8371 E: 1741328.4475

CONNECT TO BUILDING

F&I 2" KEY BOX

4" PVC

L: 30.2'

S = 4.0%

4" PVC

L: 30.4'

S = 4.0%

4" PVC

L: 30.6'

S = 4.0%

N: 2239882.4930 E: 1741300.8834

CONNECT TO EXISTING

SEWER STUB

F&I CLEANOUT

N: 2240022.9060 E: 1741299.9615

CONNECT TO EXISTING

SEWER STUB

N: 2240162.2896 E: 1741299.4801

CONNECT TO EXISTING

SEWER STUB

4" PVC

L: 79.5' S = 4.0%

A1 UTILITY PLAN

SCALE: 1" = 20'

NORTH

PLAN

TRUE N

F&I CLEANOUT

1. SEWER SERVICES SCHEDULED FOR ABANDONMENT SHOULD BE

ABANDONED IN PLACE. REMOVE WOOD POST.

2. WATER SERVICES SCHEDULED FOR ABANDONMENT SHALL BE

ABANDONED AT THE MAIN. EXCAVATE SERVICE AT THE MAIN AND

DISCONNECT SERVICE. TURN CORPORATION STOP OFF. CUT AND

REMOVE ASSOCIATED SERVICE KEY BOXES A MINIMUM OF 2' BELOW

GRADE.

3. SEE MECHANICAL DRAWINGS FOR CONTINUATION OF WATER

SERVICE INSIDE BUILDING.

4. SET CLEANOUT 2' FROM FACE OF BUILDING. SEE MECHANICAL

DRAWINGS FOR CONTINUATION OF SEWER SERVICE INSIDE

BUILDING.

5. SEE SHEETS C-504 AND C-505 FOR INSTALLATION DETAILS.

NOTES

SEWER LINE

WATER LINE

SAN SAN

W W W

ELECTRICE E E E

6' HIGH CHAIN LINK FENCE

MAN GATE

GUY

WATER VALVE/KEY BOX

FIRE HYDRANT

CLEANOUT

DEMO UTILITY

LEGEND

TRENCH BOUNDARY

D, AL

SEWARD

HOUSING

C-103

8C -1

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

6' WOOD FENCE

SAN

W W

SAN

C C C

SAN

W W

SFSFSF

SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

PHOENIX ROAD

PROPOSED

ADA DUPLEX

LOT 18A

PROPOSED

DUPLEX- 3 BEDROOM

LOT 19A

PROPOSED

DUPLEX - 4 BEDROOM

LOT 20A

PROPOSED

SUPPORT

BUILDING

OPTION 1

LOT 17

PROPOSED

PROPERTY LINE, TYP.

0 20 40

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

6' HIGH WOODEN FENCE

STABILIZED

CONSTRUCTION

ACCESS, TYP

SILT FENCE

A1 EROSION SEDIMENT CONTROL PLAN

SCALE: 1" = 20'

NORTH

PLAN

TRUE N

STABILIZED

CONSTRUCTION

ACCESS, TYP

ASPHALT PAVEMENT

CONCRETE

4" TOPSOIL AND SEEDING

STABILIZED CONSTRUCTION ACCESS

EXISTING GROUND

WATER FLOW

PROPOSED GROUND

WATER FLOW

LEGENDLEGEND

SF SILT FENCE

D, AL

SEWARD

HOUSING

C-104

8C -1

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

2 19

PHOENIX RD

A R

A1 SEGMENTAL RETAINING WALL PLAN

ON 22" x 34" PAPER, SCALE: 1" = 20' ON 11" x 17" PAPER, SCALE: 1" = 40'

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

D, AL

G W

SEWARD

HOUSING

C-105

8S -1

.d wg

K, HA

US COAST GUARD

CIVIL ENGINEERING

56'-0" 56'-0"

412'-8"

PROPOSED

ADA DUPLEX

FF = 194.02'

LOT 18A

PROPOSED

DUPLEX - 3 BEDROOM

FF = 198.49'

LOT 19A

PROPOSED PROPERTY LINE

PROPOSED

DUPLEX - 4 BEDROOM

FF = 202.02'

LOT 20A

OVERLAP GEOGRID AT OUTSIDE CORNERS,

SEPARATE LAYERS BY 3" OF FILL

OVERLAP GEOGRID AT OUTSIDE CORNERS,

SEPARATE LAYERS BY 3" OF FILL

4'-0"4'-0"

4'-0"

ALTERNATE OVERLAPPING SUCCESSIVE

BLOCK COURSES TO FORM COHESIVE

MONOLITHIC WALL CORNERS OR RADII (TYP)

NEW LANDSCAPE BLOCK WALL

MAXIMUM HEIGHT = 5 FEET. WALL WILL NEED TO

STEP; SEE GRADING PLAN FOR ELEVATIONS

AVOID POST PENETRATIONS

IN GEOGRID (TYP)

0 20 40

NORTH

PLAN

TRUE N

GENERAL SHEET NOTES

1. PRECAST CONCRETE ECOLOGY BLOCK BASIS OF DESIGN:

VERSA-LOK STANDARD RESIDENTIAL UNIT

STANDARD BLOCKS: 16"x12"x6"

VERSA-TUFF INTERLOCKING PINS

2. GEOGRID BASIS OF DESIGN:

VERSA-GRID VG 3.0 (TULT = 1,875 PLF) OR

TENSAR BX1500 (TULT = 1,850 PLF)

3. GEOGRID TO BE BIAXIAL AND INSTALLED WITH PRIMARY

TENSILE AXIS PERPENDICULAR TO FACE OF WALL. ABUT

EDGES OF ADJACENT GEOGRID STRIPS, DO NOT

OVERLAP.

4. COMPACT MATERIAL OVER GEOGRID, BEGINNING AT

FACE OF WALL MOVING TOWARD END OF GEOGRID TO

MAINTAIN TENSION IN THE GRID.

5. ALL STRUCTURAL FILL AND BASE COURSE SHALL BE

COMPACTED TO 95% MAXIMUM DENSITY AT OPTIMUM

MOISTURE CONTENT BASED ON MODIFIED PROCTOR

TEST RESULTS. PLACE IN EVEN LIFTS NOT TO EXCEED 12

INCHES.

C-

D, AL

G W

SEWARD

HOUSING

C-401

8S -3

.d wg

, A

US COAST GUARD

CIVIL ENGINEERING

A1 SEGMENTAL RETAINING WALL SECTION

ON 22" x 34" PAPER, SCALE: 1" = 1'-0" ON 11" x 17" PAPER, SCALE: 1/2" = 1'-0"

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

GENERAL SHEET NOTES

1. PRECAST CONCRETE ECOLOGY BLOCK BASIS OF DESIGN:

VERSA-LOK STANDARD RESIDENTIAL UNIT

STANDARD BLOCKS: 16"x12"x6"

VERSA-TUFF INTERLOCKING PINS

2. GEOGRID BASIS OF DESIGN:

VERSA-GRID VG 3.0 (TULT = 1,875 PLF) OR

TENSAR BX1500 (TULT = 1,850 PLF)

3. GEOGRID TO BE BIAXIAL AND INSTALLED WITH PRIMARY TENSILE

AXIS PERPENDICULAR TO FACE OF WALL. ABUT EDGES OF

ADJACENT GEOGRID STRIPS, DO NOT OVERLAP.

4. COMPACT MATERIAL OVER GEOGRID, BEGINNING AT FACE OF WALL

MOVING TOWARD END OF GEOGRID TO MAINTAIN TENSION IN THE

GRID.

5. ALL STRUCTURAL FILL AND BASE COURSE SHALL BE COMPACTED

TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT

BASED ON MODIFIED PROCTOR TEST RESULTS. PLACE IN EVEN

LIFTS NOT TO EXCEED 12 INCHES.

PRECAST SEGMENTAL CAP BLOCK

3/4" CRUSHED, CLEAN DRAIN

ROCK

COMPACTED STRUCTURAL FILL PER PLAN

GRADE PER PLAN

4" TOPSOIL AND SEEDING

1'-0"

6'-0"

5'-0"

4" COMPACTED D-1 BASE

COURSE LEVELING PAD

COMPACTED STRUCTURAL FILL

STANDARD PRECAST SEGMENTAL

BLOCK, 3/4" SET-BACK (TYP)

2'-0"

4'-0"

(TYP)

MECHANICAL ANCHORAGE

PINS, TWO PER BLOCK (TYP)

7°

CONCRETE FENCE POST BASE PER PLAN

GEO-GRID LAYER (TYP)

2'-0"

1x6 CEDAR FENCE PICKETS (TYP)

2x6 PT HORIZONTAL TOP RAIL (TYP)

4x4 PT POST (TYP)

EMBED FENCE POST IN CONCRETE

42'-0"

6'-0"

NORTH

PLAN

TRUE N0 1' 2'6"

A6 DRAIN DETAIL

ON 22" x 34" PAPER, SCALE: 1" = 1'-0" ON 11" x 17" PAPER, SCALE: 1/2" = 1'-0"

C-401 A6

4" DIA. (MIN.) DRAIN PIPE

OUTLET @ END OF WALL

OR @ 40' CENTERS MAX.

SLOPE TO DRAIN (1/8"/FT.)

OPEN JOINT AT 40' CENTERS

4" DRAIN PIPE

DRAINAGE AGGREGATE

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

D1 WOODEN FENCE - ELEVATION VIEW

SCALE: NTS D6 WOODEN FENCE END SECTION

SCALE: NTS

2X6 PRESSURE TREATED

HORIZONTAL TOP RAIL TYPICAL

2X6 PRESSURE TREATED

HORIZONTAL BOTTOM RAIL TYPICAL

1X6 CEDAR FENCE PICKETS

TYPICAL

ATTACH EACH PICKET TO

RAILS WITH TWO (2)

GALVANIZED SCREWS

4X4 PRESSURE TREATED

POST TYPICAL

CONCRETE FOOTING, 3,300 PSI

CONCRETE AT 28 DAYS TYPICAL

2" C

E6"

APPROXIMATE

EXCAVATION LIMITS

2" C

1X6 CEDAR FENCE PICKETS TYPICAL

ATTACH EACH PICKET TO RAILS WITH TWO

(2) GALVANIZED SCREWS

2X6 PRESSURE TREATED

HORIZONTAL TOP RAIL TYPICAL

2X6 PRESSURE TREATED HORIZONTAL

BOTTOM RAIL TYPICAL

4X4 PRESSURE TREATED

POST TYPICAL

8" MIN

FENCE NOTES:

1. ALL FASTENERS TO BE HOT DIPPED GALVANIZED.

2. CEDAR MATERIAL TO BE YELLOW CEDAR No. 1 GRADE FREE OF

EXCESSIVE CHIPS, CRACKS, WARPS OR KNOTS.

3. ALL CEDAR FENCE PICKETS TO BE COATED WITH TWO (2) COATS

OF ARBORCOAT STAIN (BOTH SIDES.)

4. FENCE POSTS TO FACE OUTSIDE OF PARK.

8' MAX

CONCRETE FOOTING, 3,300 PSI

CONCRETE AT 28 DAYS, TYPICAL

EMBED FENCE POST IN CONCRETE

D, AL

SEWARD

HOUSING

C-501

8C -5

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

100'

NOTES:

1. MAINTENANCE OF STABILIZED CONSTRUCTION ACCESS SHALL

INCLUDE REPLACING ROCK AS REQUIRED TO MAINTAIN AN

EFFECTIVE AREA FOR SHEDDING EARTHEN MATERIAL FROM

CONSTRUCTION EQUIPMENT AND PREVENTING MATERIAL FROM

GETTING TRACKED ON TO PHOENIX ROAD.

2. CLEAN AND REMOVE ALL TRACKED MATERIAL (MUD, SILT,

DEBRIS, ETC.) OFF OF THE PROJECT SITE DAILY AND DISPOSE

OF MATERIAL AT AN APPROVED DISPOSAL LOCATION.

3. STABILIZED CONSTRUCTION ACCESS APPROACHES SHALL BE

INSTALLED AS SHOWN ON THE EROSION AND SEDIMENT

CONTROL PLAN OR AS DIRECTED BY THE ENGINEER.

PHOENIX ROAD

6" D

3" MINUS COARSE ROCK

PLACED OVER

GEOTEXTILE FABRIC

MATCH TO EDGE OF GRAVEL

RUNOFF

ELEVATION VIEW SECTION "A-A"

FILTER FABRIC MATERIAL

2' -0

6' MAX

2"X2" WOOD POSTS OR

EQUIVALENT, SECURELY

EMBEDDED IN GROUND

1" MINUS ROCKS SECURING

EDGE OF FILTER FABRIC

2"X2" WOOD POSTS OR

EQUIVALENT, SECURELY

EMBEDDED IN GROUND

APPROXIMATE

EXISTING GROUND

2' -0

6"2'

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

A1 SILT FENCE DETAIL

SCALE: NTS A6 STABILIZED CONSTRUCTION ACCESS

SCALE: NTS

D, AL

SEWARD

HOUSING

C-502

8C -5

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

4" CONCRETE PAVEMENT

2" LEVELING COURSE

STRUCTURAL FILL (AS

NEEDED PER SHEET C-201)

SUBGRADE

2" ASPHALT CONCRETE

TYPE II, CLASS A

2" LEVELING COURSE

SUBGRADE

A1 CONCRETE SIDEWALK SECTION

SCALE: NTS

C1 ASPHALT DRIVEWAY SECTION

SCALE: NTS

STRUCTURAL FILL (AS

NEEDED PER SHEET C-201)

6" LEVELING COURSE

(2) #5 BARS CONT., TYP.

16" 16"

6" THICK CONCRETE SLAB W/ #4 BARS

@ 16" O.C. EACH WAY AT SLAB

MID-DEPTH (TYP)

1. CONSTRUCT TOOLED CONTROL JOINTS ON THE SLAB EVERY 5' OR AS

APPROVED BY ENGINEER.

2. ALL STEEL MUST HAVE A MINIMUM OF 2" OF CONCRETE COVER.

3. A STEEL TROWEL FINISH IS REQUIRED PRIOR TO LIGHT BROOM

FINISHING OF SLAB SURFACE.

4. CONCRETE INTERNATIONAL CORPORATION ASHFORD FORMULA OR

APPROVED EQUAL SHALL BE APPLIED AS A CURING COMPOUND.

APPLICATION SHALL CONFORM TO THE MANUFACTURER'S

RECOMMENDATIONS.

5. CONSTRUCT A 12" CHAMFER ON ALL EXPOSED SLAB CORNERS.

6. ACTUAL CONCRETE SLAB DIMENSIONS MAY VARY. COORDINATE

WITH MECHANICAL ON ACTUAL TANK DIMENSIONS.

7. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,300 PSI AT

28 DAYS.

8. UNDERGROUND PIPING NOT SHOWN FOR CLARITY. CONTRACTOR TO

COORDINATE WITH ALL OTHER DISCIPLINES.

4" TOPSOIL AND

SEEDING 4" TOPSOIL AND SEEDING

EXCAVATION LIMITS,

SUBGRADE 6" THICK CONCRETE SLAB W/ #4 BARS

@ 16" O.C. EACH WAY AT SLAB

MID-DEPTH (TYP)

(2) #5 BARS CONT., TYP.

5.0' X 8'-0"

16" 16"

F1 HEATING OIL CONCRETE SLAB

SCALE: NTS

NOTES

4" -6

D, AL

SEWARD

HOUSING

C-503

8C -5

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

E) O

C E

CAP CAP

SEE NOTE 4

ROMAC CB SADDLE

SERVICE

CONNECTION

ROMAC CB

SEWER SADDLE

SERVICE

EXTENTION

RESTRAINED

JOINTS

3 LAYERS 8 MIL

POLY WRAP

LATERAL SEWER MAIN

FINISH GRADE

22 1/2° OR

45° SWEEP

SLOPE = 2% (4" SERVICE)

1% (6" SERVICE)

NOTES:

1. ROMAC STYLE CB SEWER SADDLE.

2. PIPE SHALL BE CLEANED PRIOR TO SADDLE INSTALLATION.

3. 4" OR 6" SCH 50 PVC.

4. CAP SHALL BE SET FLUSH WHEN INSTALLED IN ASPHALT.

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

C1 SANITARY SEWER SERVICE (COMPLETE)

SCALE: NTS

NOTES:

1. TRENCH BACKFILL MATERIAL PLACED AND COMPACTED TO DEPTHS SHOWN IN THE DRAWINGS

OR AS DETERMINED BY THE COR. COMPACT TRENCH BACKFILL TO A MINIMUM OF 95% MAXIMUM

DENSITY.

2. TRENCH WALL SLOPES WILL VARY WITH SOIL STRENGTH AND CHARACTER. SLOPES SHALL

CONFORM TO OSHA SAFETY STANDARDS.

3. BACKFILL SHALL BE FREE OF CLAYS AND ORGANIC MATERIALS.

4. PROVIDE INSULATION PER DETAIL C8.

PIPE

N O

TRENCH BACKFILL

SPECIFIED IN

CONTRACT DOCUMENTS

TRENCH SLOPE

VARIES

(SEE NOTE 2)

6" M

SPRING LINE

BEDDING MATERIAL

SPECIFIED IN

CONTRACT DOCUMENTS

1' MIN. 1' MIN.PIPE

OUTER DIAMETER

INSULATION (SEE NOTE 4)

WARNING

TAPE

NOTES:

1. THIS DETAIL APPLIES ONLY WHERE INSULATION IS REQUIRED.

INSULATION IS REQUIRED OVER SEWER SERVICES WHERE

COVER IS LESS THAN 6' AND WATER SERVICES WHERE COVER IS

LESS THAN 8'.

2' TYP

INSULATION BOARD

LIMIT OF ROADWAY

EXCAVATION

MIN. 4" INSULATION BOARD

FOR NEW PIPE, BEDDING

MATERIAL AS SPECIFIED

TRENCH BACKFILL

(STAGGER TWO LAYERS)

1' (TYP)

WARNING

TAPE

PLAN VIEW

C4 TRENCH BACKFILL AND BEDDING

SCALE: NTS C8 PIPE INSULATION

SCALE: NTS

STRUCTURAL FILL

(MINIMUM OF 24" ON

PHOENIX ROAD)

2" LEVELING COURSE

2" ASPHALT PAVEMENT,

TYPE II CLASS A

D, AL

SEWARD

HOUSING

C-504

8C -5

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

DETAIL "A"

12"

MAX FINISH

GRADE

NOTES:

1. STAINLESS STEEL (SS) WRAP AROUND SERVICE SADDLE

TO BE USED ON ALL TAPS. PVC TAPS MUST BE A

MINIMUM OF 3' APART

2. THAW WIRE IS TO BE #2 GAUGE HMWPE INSULATED

COPPER WIRE THAT IS LAID PARALLEL TO THE SERVICE

LINE WITHOUT CONTACTING THE SERVICE LINE .

' M

#2 THAW WIRE

WRAP AROUND

SS. SADDLE

SPRING LINE

CORPORATION

STOP

ANODE

TYPE "K" SOFT COPPER POLYETHYLENE OR

FIELD APPLIED COATING WATER SERVICE LINE

CURB STOP

BLEED OFF PIPE

2" KEY BOX (KB) WITH

STAINLESS STEEL ROD

MUELLER OR EQUAL

(BASIS OF DESIGN)

S.S. KEY BOX

ROD & PIN

3 LAYERS OF 8 MIL.

POLYETHYLENE ENCASEMENT

#2 THAW WIRE

SPRING

LINE

1-1/4" x 6" #8 COPPER

SHEET BRAZED TO #2

SOLID COPPER WIRE

SPLIT BOLT

CONNECTOR

MIN

(SEE DETAIL A)

6" M

" M

NOTES:

1. REMOVE KEY BOX TOP AND INSTALL PIPE COUPLING ON STANDARD KEY

BOX, REMOVE CENTER PLUG FROM KEY BOX TOP AND INSTALL INTO TOP

OF PIPE COUPLER.

2. TYPICAL INSTALLATION WHEN KEY BOX FALLS WITHIN ASPHALT

PAVEMENT, CONCRETE WALK OR DRIVEWAY.

3. ALL BACKFILL MATERIAL AROUND VALVE BOX SHALL BE NFS AND

COMPACTED TO 95% MAX. DENSITY.

INSTALL THAW WIRE LONG ENOUGH

TO EXTEND 2' ABOVE VALVE BOX (VB)

ADJ. SLEEVE TOP. WRAP EXCESS WIRE

AROUND KEY BOX INSIDE VB.

VB ADJ. SLEEVE W/ TOP EJIW

3669 SERIES OR EQUAL

ASPHALT PAVEMENT,

OR CONCRETE

KEY BOX TOP

(NOT INSTALLED)

KEY BOX TOP CENTER PLUG

(TO BE RELOCATED)

CENTER PLUG RELOCATED

(SEE NOTE 1)

PIPE COUPLER

VALVE TOP SECTION

4" M

AX 1/

4" T

SEE NOTE #3

POLY WRAP

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

D1 WATER SERVICE CONNECT 1-1/2" AND 2"

SCALE: NTS D5 ADJUST SERVICE KEY BOX

SCALE: NTS

VARIES

MIN

D, AL

SEWARD

HOUSING

C-505

8C -5

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

POINT TABLE

No.

ELEVATION

200.90

201.37

200.53

201.37

200.41

199.95

201.37

201.00

199.51

198.40

201.02

195.84

201.04

198.15

197.30

197.74

197.84

196.61

197.74

197.76

196.37

197.74

197.76

195.72

197.74

197.84

197.83

197.60

192.47

193.00

193.06

192.57

192.49

NORTHING

2,240,202.56

2,240,202.73

2,240,181.21

2,240,181.38

2,240,174.41

2,240,151.18

2,240,151.35

2,240,174.58

2,240,215.04

2,240,231.33

2,240,231.29

2,240,181.54

2,240,111.30

2,240,139.04

2,240,110.81

2,240,070.68

2,240,070.84

2,240,070.86

2,240,050.14

2,240,050.30

2,240,050.32

2,240,041.67

2,240,041.83

2,240,041.85

2,240,018.87

2,240,019.03

2,240,019.05

2,240,082.96

2,240,049.46

2,240,006.96

2,239,980.01

2,239,979.71

2,239,922.77

2,239,902.36

2,239,898.92

EASTING

1,741,291.44

1,741,333.11

1,741,291.55

1,741,333.11

1,741,291.59

1,741,291.67

1,741,333.11

1,741,364.92

1,741,418.92

1,741,384.44

1,741,364.91

1,741,364.80

1,741,303.22

1,741,290.30

1,741,328.85

1,741,333.85

1,741,290.02

1,741,328.85

1,741,333.56

1,741,290.02

1,741,328.85

1,741,333.60

1,741,290.00

1,741,328.85

1,741,333.85

1,741,364.92

1,741,379.85

1,741,364.92

1,741,303.63

1,741,290.33

1,741,290.36

1,741,290.37

DESCRIPTIONS

DRIVEWAY

FENCE

FENCE/SWALE

FENCE

SWALE

DRIVEWAY

FENCE

FENCE/SWALE

SWALE

DRIVEWAY

POINT TABLE

No.

ELEVATION

191.79

193.66

193.32

193.76

191.67

188.73

189.55

188.73

189.28

189.47

189.30

187.85

193.76

193.66

193.76

193.66

188.92

189.08

201.48

201.37

201.48

201.20

201.00

201.02

197.84

197.67

197.84

NORTHING

2,239,878.59

2,239,878.43

2,239,922.93

2,239,956.82

2,239,905.82

2,239,878.41

2,239,905.86

2,239,822.29

2,239,821.93

2,239,806.14

2,239,790.03

2,239,778.14

2,239,922.95

2,239,902.53

2,239,899.10

2,239,761.89

2,239,761.91

2,240,202.73

2,240,195.04

2,240,159.04

2,240,151.35

2,240,139.04

2,240,215.04

2,240,062.99

2,240,062.98

2,240,026.92

EASTING

1,741,290.58

1,741,329.68

1,741,329.46

1,741,364.92

1,741,404.46

1,741,334.46

1,741,418.96

1,741,364.92

1,741,304.76

1,741,288.79

1,741,359.47

1,741,327.36

1,741,286.57

1,741,334.46

1,741,334.44

1,741,329.44

1,741,334.46

1,741,329.46

1,741,327.31

1,741,332.31

1,741,338.44

1,741,333.11

1,741,338.44

1,741,344.44

1,741,384.44

1,741,344.44

1,741,333.85

1,741,328.85

1,741,333.85

DESCRIPTIONS

DRIVEWAY

FENCE

DRIVEWAY

FENCE

FENCE/SWALE

SWALE

DRIVEWAY

CONCRETE

BUILDING

CONCRETE

POINT TABLE

No.

ELEVATION

197.49

197.60

198.22

193.32

194.02

193.76

193.50

193.76

193.50

193.32

188.00

189.47

189.30

188.97

194.17

198.30

193.75

191.92

NORTHING

2,240,006.96

2,240,082.96

2,239,956.82

2,239,844.82

2,239,876.82

2,239,870.78

2,239,930.82

2,239,924.82

2,239,930.82

2,239,844.82

2,239,822.62

2,239,790.03

2,239,806.14

2,239,754.03

2,240,049.46

2,240,181.55

2,240,111.73

2,239,980.28

EASTING

1,741,339.85

1,741,379.85

1,741,339.85

1,741,369.46

1,741,341.21

1,741,329.46

1,741,341.21

1,741,329.46

1,741,369.46

1,741,418.97

1,741,332.30

1,741,327.30

1,741,360.30

1,741,332.30

1,741,418.96

1,741,418.94

1,741,418.95

1,741,418.96

DESCRIPTIONS

BUILDING

CONCRETE

BUILDING

FENCE

BUILDING/DRIVEWAY

DRIVEWAY

BUILDING

FENCE

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

REGISTERED PROFESSIONA L ENGINEER

Rebecca L. Campbell

CE-10464

D, AL

SEWARD

HOUSING

C-601

8C -1

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

1. FOUNDATIONS:

2. COLUMNS AND HANGERS:

3. FLOORS AND ROOFS:

4. WALLS

5. CHANGES IN ELEVATION:

STEP DOWN / UP RAMP DOWN RAMP UP

6. BEAMS:

A. NOTES:

a. SEE TYPICAL FRAMING DETAILS FOR CONNECTIONS.

b. SPACE STUDS PER TYPICAL SHEAR STUD

PLACEMENT DETAIL.

-4

PILASTER OR PEDESTAL TYPE, SEE SCHEDULE

BOTTOM OF FOOTING ELEVATION, AS NOTED

FOOTING TYPE, SEE SCHEDULE

PILASTER OR PEDESTAL TYPE, SEE SCHEDULE

6x6

COLUMN OR HANGER SHAPE AND SIZE

COLUMN OR HANGER SYMBOLIC

REPRESENTATION

FLOOR OR ROOF TYPE, SEE SCHEDULE

SPAN DIRECTION, AS NOTED

GLB 5-1/2x12 <BELOW>

<X'-X">

BEAM SHAPE AND SIZE

RELATIVE ELEVATION

COLUMN OR

HANGER, TYP

DIMENSION FROM

REFERENCE ELEVATION

BEAM

NOTE: NOT ALL ABBREVIATIONS USED.

@ AT

AB ANCHOR BOLT

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ASD ALLOWABLE STRENGTH DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ATR ALL THREAD ROD

AWS AMERICAN WELDING SOCIETY

AWW ALL WEATHER WOOD

BET / BTWN BETWEEN

BLKG BLOCKING

BM BEAM

BN BOUNDARY NAILING

BOD BASIS OF DESIGN

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUTTON PUNCH

BPL BOTTOM PLATE

BRKT BRACKET

BS BOTH SIDES

CANT CANTILEVER

CBJ CITY AND BOROUGH OF JUNEAU

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CONTR'S CONTRACTORS

COR CONTRACT OFFICER

CP COMPLETE PENETRATION

DBL DOUBLE

DIA / DIAM / ø DIAMETER

DIAG DIAGONAL

DICA DRILLED IN CONCRETE ANCHOR

DIM DIMENSION

DL DEAD LOAD

DP DEEP

DWG DRAWING

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

ELEV ELEVATION

ELF EQUIVALENT LATERAL FORCE PROCEDURE

EMBED EMBEDDED

EN END NAILING

EOR ENGINEER OF RECORD

EQ EQUAL

EQUIV EQUIVALENT

ES EQUALLY SPACED

EW EACH WAY

FB FLAT BAR

FDN FOUNDATION

FF FINISH FLOOR

FNSB FAIRBANKS NORTH STAR BOROUGH

FRMG FRAMING

FS FAR SIDE

FT FOOT/FEET

FTG FOOTING

GA GAGE

GALV GALVANIZED

GLB GLULAM BEAM

GR GRADE

GWB GYPSUM WALL BOARD

HD HOLDOWN

H / HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

IBC INTERNATIONAL BUILDING CODE

ICF INSULATED CONCRETE FORM

IN INCH(ES)

INSUL INSULATION

INT INTERIOR

JT JOINT

K KIP (1000 LB)

KSI KIPS PER SQUARE INCH

LL LIVE LOAD

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

NOTE: NOT ALL ABBREVIATIONS USED.

MANUF MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MID MIDDLE

MIN MINIMUM

MOA MUNICIPALITY OF ANCHORAGE

MPH MILES PER HOUR

MSB MATANUSKA-SUSITNA BOROUGH

MTL METAL

(N) NEW

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OAE OR APPROVED EQUAL

OC ON CENTER

OPP OPPOSITE HAND

OSB ORIENTED STRAND BOARD

OWSJ OPEN WEB STEEL JOIST

PDF POWDER DRIVEN FASTENER

PC PRECAST

PEN PENETRATION

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLB PARALLAM BEAM

PLF POUNDS PER LINEAL FOOT

PLY PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PWJ PLYWOOD WEB JOIST

REF REFERENCE

REINF REINFORCEMENT

REQ'D REQUIRED

RO ROUGH OPENING

SCH / SCHED SCHEDULE

SIM SIMILAR

SIP STRUCTURAL INSULATED PANELS

SFRS SEISMIC FORCE RESISTING SYSTEM

SMS SHEET METAL SCREWS

SOG SLAB-ON-GRADE

SQ SQUARE

STAGG STAGGERED

STD STANDARD

STL STEEL

STR / STRUCT STRUCTURAL

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TEMP TEMPERATURE

THRD THREADED

TO TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TS TUBE STEEL

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

V / VERT VERTICAL

W/ WITH

WD WIDE

WF WIDE FLANGE

WP WORKING POINT

WWF WELDED WIRE FABRIC

1. SECTIONS:

2. ELEVATIONS:

3. CALLOUTS:

4. MATCHLINES:

S-501

SIM

DETAIL REFERENCE

SHEET REFERENCE

ADDITIONAL DESCRIPTION

S-501

SIM

DETAIL REFERENCE

SHEET REFERENCE

ADDITIONAL DESCRIPTION

DETAIL REFERENCE

SHEET REFERENCE

ADDITIONAL DESCRIPTION

S-401

SIM

CALLOUT AREA

SECTION ORIENTATION

A A LOCALLY REFERENCED SECTION

MATCHLINE 1/S-202

SHEET REFERENCEDETAIL REFERENCE

1. NEW:

2. BY OTHERS:

W1 SHEAR WALL TYPE, SEE SCHEDULE

DATUM: TAGS AND SYMBOLS: STRUCTURAL ABBREVIATIONS: STRUCTURAL ABBREVIATIONS:

12'-6"

LEVEL 2

LEVEL

ELEVATION

LEVELS AND ELEVATIONS

PLAN

NORTH

NORTH ARROW

12'-6"

ELEVATION

SPOT ELEVATION

A GRID LINE

LINEWORK:

REFERENCES:

1 2 3 4 5 6 7 8 9 10

SHEET ID

U S

C G

P R

C T

N O

U S

C G

D R

A W

N O

U S

C G

E N

A M

S H

E E

T O

U S

C G

P R

C T

M A

N A

G E

D E

N E

D B

E D

D B

D R

A W

N B

C H

E C

K E

D B

A /E

C O

M P

A N

A /E

P R

C T

N O

C O

N S

A /E

M E

A S

U R

E M

E N

T B

A R

M A

R K

D E

S C

N D

A T

US COAST GUARD CIVIL

ENGINEERING

S-001

SEWARD

HOUSING

D E

N S

E W

A R

D H

O U

G C

E U

J U

N E

A U

S T

R U

C T

U R

A L

L E

G E

N D

S A

N D

A B

B R

E V

8S -0

.d w g

N G

E R

U N

E A

W E

S T

T H

S T

R E

E T

R O

O M

E A

U , A

M A

T T

M C

G U

A N

T O

S B

A M

Y M

E S

T A

D A

N M

C B

B D

S A

R C

E C

T S

A N

C H

O R

A G

S K

R E

S P

E C

C O

M P

A N

Y , L

E C

A N

C H

O R

A G

E , A

A L

F S

C A

L D

E S

F O

R C

O N

S T

R U

C T

D E

S E

W A

R D

K A

1. RISK CATEGORY II

2. LIVE LOADS:

A. FIRST FLOOR 40 PSF

B. TYPICAL FLOOR 40 PSF

C. ROOF 20 PSF

D. STAIRS & CORRIDORS 40 PSF

E. MECHANICAL ROOMS 60 PSF

3. SNOW LOADS:

A. GROUND SNOW LOAD Pg = 96 PSF

B. EXPOSURE FACTOR Ce = 1.0

C. THERMAL FACTOR Ct = 1.1

D. FLAT ROOF SNOW LOAD Pf = 81 PSF

E. SLOPED ROOF SNOW LOAD Ps = 81 PSF

F. UNBALANCED SNOW LOADS AND LOADING DIAGRAMS PER S-004, S-005, S-006, S-007.

4. WIND LOADS:

A. WIND SPEED VULT = 160 MPH

B. WIND EXPOSURE CATEGORY B

C. INTERNAL PRESSURE COEFFICIENT GCpi = 0.18

D. COMPONENT AND CLADDING WIND PRESSURES AND LOADING DIAGRAMS PER S-004, S-005,

S-006, S-007.

5. SEISMIC LOADS:

A. SEISMIC FORCE RESISTING SYSTEM LIGHT FRAMED SHEAR WALLS

B. SEISMIC IMPORTANCE FACTOR Ie = 1.0

C. SITE CLASS D

D. MAPPED ACCELERATIONS

a. SHORT-PERIOD SS = 1.5

b. 1-SECOND S1 = 0.69

E. DESIGN ACCELERATIONS

a. SHORT-PERIOD SDS = 1.08

b. 1-SECOND SD1 = 1.3

F. SEISMIC DESIGN CATEGORY D

G. RESPONSE MODIFICATION FACTOR R = 6.5

H. ANALYSIS PROCEDURE USED ELF

6. FOUNDATION DESIGN CRITERIA

A. ALLOWABLE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 5, 2026.