DRAFT USCG Seward Housing DWGs.pdf

PDF 36 MB Posted Oct 23, 2025

Attached to: SOURCES SOUGHT FOR NEW RESIDENTIAL HOUSING CONSTRUCTION IN SEWARD, ALASKA
Solicitation number: 70Z08726RFIJUNE0002
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Oct 23, 2025

The file "DRAFT USCG Seward Housing DWGs.pdf" appears to be a draft architectural drawing set for residential housing construction in Seward, Alaska, related to a Sources Sought Notice issued by the U.S. Coast Guard. The drawings likely provide technical specifications and design details for the proposed multi-family residential building project, which is currently in the pre-solicitation phase. The project is specifically located in Seward, Alaska, and is intended to provide housing for U.S. Coast Guard personnel.

The draft drawings are part of a broader acquisition strategy where the U.S. Coast Guard is seeking qualified vendors with experience in constructing multifamily residential buildings in Alaska. While the specific construction requirements are not fully detailed in this document, the associated Sources Sought Notice indicates that the government is gathering market research to determine vendor capabilities and potential solicitation approaches. Interested contractors would need to review the complete set of drawings and associated solicitation documents to fully understand the project's technical and construction requirements.

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Seward Housing Sources Sought Response Form.docx	DOCX document	Oct 23, 2025

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DRAFT 95%

U.S. COAST GUARD

CIVIL ENGINEERING UNIT -

JUNEAU

DRAWING INDEX

SHEET ID SHEET

NUMBER SHEET TITLE

GENERAL

G-001 1 COVER SHEET

G-002 2 NOTES, ABBREVIATIONS, AND LEGEND

CIVIL

V-101 3 SURVEY CONTROL PLAN

C-001 4 CIVIL LEGEND AND ABBREVIATIONS

C-002 5 CIVIL GENERAL NOTES

C-101 6 SITE LAYOUT

C-102 7 SITE GRADING PLAN

C-103 8 UTILITY PLAN

C-104 9 EROSION SEDIMENT CONTROL PLAN

C-201 10 TYPICAL SECTIONS

C-401 11 GRADING PLAN - MAINTENANCE

C-402 12 GRADING PLAN - DUPLEX 3 BED

C-403 13 GRADING PLAN - ADA DUPLEX

C-404 14 GRADING PLAN - DUPLEX 4 BED

C-501 15 SITE LAYOUT DETAILS

C-502 16 ESCP DETAILS

C-503 17 CONSTRUCTION DETAILS

C-504 18 STRUCTURAL SECTIONS

C-505 19 UTILITY DETAILS

C-506 20 UTILITY DETAILS

C-601 21 GRADING POINTS

STRUCTURAL

S-001 22 LEGEND AND ABBREVIATIONS

S-002 23 GENERAL NOTES

S-003 24 GENERAL NOTES AND INSPECTIONS

S-004 25 WIND AND SNOW LOADING

S-005 26 WIND AND SNOW LOADING

S-006 27 WIND AND SNOW LOADING

S-007 28 WIND AND SNOW LOADING

S-008 29 TRUSS LOADING DIAGRAMS

S-009 30 TRUSS LOADING DIAGRAMS

S-010 31 TRUSS LOADING DIAGRAMS

S-011 32 TRUSS LOADING DIAGRAMS

S-111 33 FOUNDATION PLAN

S-112 34 FIRST FLOOR FRAMING PLAN

S-113 35 FIRST FLOOR SHEAR WALL PLAN

S-114 36 SECOND FLOOR FRAMING PLAN

S-115 37 SECOND FLOOR SHEAR WALL PLAN

S-116 38 HIGH ROOF FRAMING PLAN

S-121 39 FOUNDATION PLAN

S-122 40 FIRST FLOOR FRAMING PLAN

S-123 41 FIRST FLOOR SHEAR WALL PLAN

S-124 42 SECOND FLOOR FRAMING PLAN

S-125 43 SECOND FLOOR SHEAR WALL PLAN

S-126 44 HIGH ROOF FRAMING PLAN

S-131 45 FOUNDATION PLAN

S-132 46 FLOOR FRAMING PLAN

S-133 47 SHEAR WALL PLAN

S-134 48 ROOF FRAMING PLAN

S-141 49 FOUNDATION PLAN

S-142 50 SLAB PLAN

S-143 51 SHEAR WALL PLAN

S-144 52 ROOF FRAMING PLAN

S-501 53 TYPICAL CONCRETE DETAILS

S-502 54 TYPICAL WOOD DETAILS

S-503 55 TYPICAL WOOD DETAILS

S-504 56 FRAMING DETAILS

S-601 57 SCHEDULES

ARCHITECTURAL

A-101 58 ARCHITECTURAL SITE PLAN

A-102 59 FIRST FLOOR PLAN - 3 BEDROOM DUPLEX

A-103 60 SECOND FLOOR PLAN - 3 BEDROOM DUPLEX

A-104 61 FIRST FLOOR PLAN - 4 BEDROOM DUPLEX

A-105 62 SECOND FLOOR PLAN - 4 BEDROOM DUPLEX

A-106 63 FIRST FLOOR PLAN - ADA DUPLEX

A-107 64 FIRST FLOOR PLAN - SUPPORT BUILDING

A-201 65 EXTERIOR ELEVATIONS - 3 BEDROOM DUPLEX

A-202 66 EXTERIOR ELEVATIONS - 3 BEDROOM DUPLEX

1 07 9

EAT S

G UA

OAS

USCG PROJECT NUMBER: 13611688

DESIGN SEWARD HOUSING

SEWARD ALASKA

95% DESIGN

B Y:

2 3 4 5 6 7 8 9 10

TECHNICAL DIRECTOR

BRANCH CHIEF

APPROVING OFFICIAL DATE

A/ E

SHEET ID

1/ 2"

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

SEWARD

PROJECT SITE

SEWARD

HOUSING

G-001

8G -0

.d wg

, A

T M

T W

S. STOUGHTENGER BRANSON

JENNY SMITH

E, A K

) 5

-6

, L

E, A K

) 7

-3

CIVIL ENGINEERING

A-203 67 EXTERIOR ELEVATIONS - 4 BEDROOM DUPLEX

A-204 68 EXTERIOR ELEVATIONS - 4 BEDROOM DUPLEX

A-205 69 EXTERIOR ELEVATIONS - ADA DUPLEX

A-206 70 EXTERIOR ELEVATIONS - ADA DUPLEX

A-207 71 EXTERIOR ELEVATIONS - SUPPORT BUILDING

A-301 72 BUILDING SECTIONS - 3 BEDROOM DUPLEX

A-302 73 BUILDING SECTIONS - 4 BEDROOM DUPLEX

A-303 74 BUILDING SECTIONS - ADA DUPLEX

A-304 75 BUILDING SECTION - SUPPORT BUILDING

A-305 76 WALLS SECTIONS - 3 AND 4 BEDROOM DUPLEX

A-306 77 WALLS SECTIONS - 3 AND 4 BEDROOM DUPLEX

A-307 78 WALL SECTIONS - ADA DUPLEX

A-401 79 INTERIOR ELEVATIONS

A-402 80 INTERIOR ELEVATION

A-501 81 EXTERIOR DETAILS

A-502 82 EXTERIOR DETAILS

A-503 83 EXTERIOR DETAILS

A-504 84 DETAILS

A-601 85 ASSEMBLY TYPES

A-602 86 SCHEDULES

MECHANICAL

M-001 87 SYMBOL LEGEND & ABBREVIATIONS

M-110 88 3 BEDROOM DUPLEX - PLUMBING

M-111 89 3 BEDROOM DUPLEX - PLUMBING

M-112 90 3 BEDROOM DUPLEX - PLUMBING

M-113 91 3 BEDROOM DUPLEX - HYDRONIC

M-114 92 3 BEDROOM DUPLEX - HYDRONIC

M-115 93 3 BEDROOM DUPLEX - HYDRONIC

M-116 94 3 BEDROOM DUPLEX - VENTILATION

M-117 95 3 BEDROOM DUPLEX - VENTILATION

M-120 96 4 BEDROOM DUPLEX - PLUMBING

M-121 97 4 BEDROOM DUPLEX - PLUMBING

M-122 98 4 BEDROOM DUPLEX - PLUMBING

M-123 99 4 BEDROOM DUPLEX - HYDRONIC

M-124 100 4 BEDROOM DUPLEX - HYDRONIC

M-125 101 4 BEDROOM DUPLEX - HYDRONIC

M-126 102 4 BEDROOM DUPLEX - VENTILATION

M-127 103 4 BEDROOM DUPLEX - VENTILATION

M-130 104 ADA BEDROOM DUPLEX - PLUMBING

M-131 105 ADA BEDROOM DUPLEX - PLUMBING

M-132 106 ADA BEDROOM DUPLEX - HYDRONIC

M-133 107 ADA BEDROOM DUPLEX - HYDRONIC

M-134 108 ADA BEDROOM DUPLEX - VENTILATION

M-140 109 SUPPORT BUILDING - PLUMBING

M-141 110 SUPPORT BUILDING - PLUMBING

M-142 111 SUPPORT BUILDING - HYDRONIC

M-143 112 SUPPORT BUILDING - VENTILATION

M-411 113 3 BEDROOM DUPLEX - LARGE SCALE

M-412 114 3 BEDROOM DUPLEX - LARGE SCALE

M-421 115 4 BEDROOM DUPLEX - LARGE SCALE

M-422 116 4 BEDROOM DUPLEX - LARGE SCALE

M-431 117 ADA 4 BEDROOM - LARGE SCALE

M-432 118 ADA 4 BEDROOM - LARGE SCALE

M-511 119 PLUMBING DETAILS

M-521 120 HYDRONIC DETAILS

M-531 121 VENTILATION DETAILS

M-611 122 PLUMBING DIAGRAMS

M-612 123 PLUMBING DIAGRAMS

M-613 124 PLUMBING DIAGRAMS

M-621 125 HYDRONIC DETAILS

M-631 126 VENTILATION DIAGRAMS

M-641 127 SCHEDULES

M-642 128 SCHEDULES

M-643 129 SCHEDULES

ELECTRICAL

E-001 130 LEGEND AND ABBREVIATIONS

E-111 131 3 BEDROOM DUPLEX - LIGHTING

E-112 132 3 BEDROOM DUPLEX - LIGHTING

E-113 133 3 BEDROOM DUPLEX - POWER

E-114 134 3 BEDROOM DUPLEX - POWER

E-121 135 4 BEDROOM DUPLEX - LIGHTING

E-122 136 4 BEDROOM DUPLEX - LIGHTING

E-123 137 4 BEDROOM DUPLEX - POWER

E-124 138 4 BEDROOM DUPLEX - POWER

E-131 139 4 BEDROOM ADA DUPLEX - LIGHTING

E-132 140 4 BEDROOM ADA DUPLEX - POWER

E-141 141 SUPPORT BUILDING - LIGHTING

E-142 142 SUPPORT BUILDING - POWER

E-301 143 LARGE SCALES MECHANICAL ROOMS

E-501 144 DETAILS

E-601 145 ONE-LINE DIAGRAMS

E-701 146 PANEL SCHEDULES

E-702 147 PANEL SCHEDULES

E-703 148 PANEL SCHEDULES

E-704 149 PANEL SCHEDULES

E-705 150 SCHEDULES

1. EXISTING CONDITIONS ARE SHOWN AS ACCURATELY AS POSSIBLE, SITE VERIFY ALL INFORMATION NOTED IN THESE CONTRACT DOCUMENTS

2. ALL DETAILS ARE TO BE CONSIDERED TYPICAL, SIMILAR DETAILS OCCUR AT SIMILAR LOCATIONS

3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES, ELECTRICAL EQUIPMENT AND WIRING, INCLUDING ANY BELOW DECK APPURTENANCES BEFORE PROCEEDING WITH ANY WORK. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING MECHANICAL, ELECTRICAL, PLUMBING

APPURTENANCES

4. CLEANING DURING CONSTRUCTION: CONTROL ACCUMULATION WASTE MATERIALS AND RUBBISH. DISPOSE OF WASTE IMMEDIATELY. KEEP AREAS

FREE OF HAZARDS AND RUBBISH

5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE SITE AND BUILDINGS FROM PROJECT RELATED DAMAGE

6. TAKE SPECIAL CARE TO SECURE ALL CONSTRUCTION AND DEMOLITION MATERIALS FROM WIND DISPLACEMENT

7. CONFIRM WITH LOCAL AUTHORITY HAVING JURISDICTION FOR FIRE APPARATUS ACCESS AND LAYDOWN AREAS

GENERAL NOTES

PROJECT DESCRIPTION - SUMMARY

A1 EXISTING SITE

SCALE: NTS

ABBREVIATIONS

THE SEWARD FAMILY HOUSING PROJECT CONSISTS OF CONSTRUCTION OF A TWO STORY

4-BEDROOM DUPLEX, A TWO STORY 3 BEDROOM DUPLEX, A SINGLE STORY 4-BEDROOM ADA DUPLEX AND A SINGLE STORY ACCESSORY SUPPORT BUILDING (ALTERNATE NO. 1). CONSTRUCTION SHALL

BE WOOD FRAME WITH CONCRETE FOUNDATIONS AND INCLUDES CRAWL SPACES. EACH DUPLEX

WILL HAVE AN EXTERIOR DECK AT, OR NEAR GRADE.

THE SUPPORT BUILDING (ALT. NO. 1) INCLUDES A SHOP, STORAGE AREA, OFFICE, TOILET ROOM AND

SMALL KITCHENETTE AND IS APPROXIMATELY 1,008 SQUARE FEET IN AREA.

THE SUBDIVISION SITE IS CURRENTLY UNDER CONSTRUCTION. UTILITIES INCLUDING WATER AND

SEWER ARE INSTALLED ALONG THE ADJACENT PHOENIX ROAD, INCLUDING STUB OUTS AT EACH

EXISTING PARCEL. HOWEVER, THE CURRENT STUB OUTS DO NOT ALIGN WITH THE PROPOSED

BUILDINGS. THE EXISTING STUB OUTS WILL NEED TO BE REMOVED AND NEW EXTENSIONS TO EACH

BUILDING PROVIDED.

THE SITE HAS A BUILT UP GRAVEL PAD OVER APPROXIMATELY HALF OF THE SITE ADJACENT TO

PHOENIX ROAD. THE PAD WILL BE EXTENDED AND FURTHER BUILT UP TO PROVIDE POSITIVE

DRAINAGE AWAY FROM THE BUILDINGS.

ASPHALT DRIVEWAYS TO EACH GARAGE ARE INCLUDED.

THE ENTIRE PROJECT SITE REQUIRES TOP SOIL AND SEED.

SIX FEET HIGH WOODEN FENCES ARE PROVIDED AT EACH DUPLEX DWELLING UNIT.

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

S, A

SEWARD

HOUSING

G-002

8G -0

.d wg

, A

T M

T W

E, A K

) 5

-6

, L

E, A K

) 7

-3

CODE INFORMATION

1. CONSTRUCTION TYPE VB

2. PER CITY OF SEWARD ZONING REQUIREMENTS

2.1. GATEWAY SUBDIVISION HILLTOP ADDITION BLOCK 4 LOTS 17-29 ARE ZONED MULTI-FAMILY RESIDENTIAL (R3).

2.2. MAXIMUM BUILDING HEIGHT = 34 FEET ABOVE ADJACENT GRADE

2.3. MINIMUM FRONT YARD SETBACK = 20 FEET

2.4. MINIMUM SIDE YARD SETBACK = 10 FEET

2.5. MINIMUM BACK YARD SETBACK = 10 FEET

2.6. MAXIMUM ACCESSORY BUILDING HEIGHT = 20 FEET

2.7. MAXIMUM LOT COVERAGE = 40 PERCENT

3. CONSTRUCTION SHALL BE WOOD IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE (IRC) R502 - WOOD FLOOR FRAMING - R602; WOOD

WALL FRAMING - R802; WOOD ROOF FRAMING

4. IRC R313.2 REQUIRES AN AUTOMATIC SPRINKLER SYSTEM FOR ONE AND TWO FAMILY DWELLINGS, HOWEVER SEWARD ALASKA CODE OF ORDINANACES ITEM (17) AMENDS R313.2 BY DELETING THE SECTION, THEREFORE AUTOMATIC SPRINKLER SYSTEMS ARE NOT REQUIRED FOR

THS PROJECT.

5. IRC R302.33 TWO FAMILY DWELLINGS SHALL BE SEPARATED FROM EACH OTHER BY WALL AND FLOOR ASSEMBLIES HAVING NOT LESS THAN A 1 HOUR FIRE RESISTANCE RATING IN ACCORDANCE WITH ASTM E119, UL 263 OR SECTION 703.2.2 OF THE INTERNATIONAL BUILDING CODE (IBC).

THE ASSEMBLY SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING.

6. ALL ATTIC SPACES SHALL BE ENCLOSED, COLD SPACES AND BE VENTILATED IN ACCORDANCE WITH R806.

7. CRAWL SPACES SHALL BE VENTILATED IN ACCORDANCE WITH R408 AND INSULATED TO MEET BEES STANDARDS.

8. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE FINISH

FLOOR AND 72 INCHES ABOVE THE FINISH GRADE SHALL COMPLY WITH R312.2.1

APPLICABLE CODES:

INTERNATIONAL RESIDENTIAL CODE (IRC) 2021

SEWARD ALASKA CODE OF ORDINANCES / TITLE 12 - BUILDINGS AND CONSTRUCTION

ALASKA HOUSING BUILDING ENERGY EFFICIENCY STANDARD (BEES)

ABBR TERM ABBR TERM ABBR TERM ABBR TERM ABBR TERM ABBR TERM

& AND CFCI CONTRACTOR FURNISHED / EQ EQUAL INSP INSPECT OPT OPTIMUM; OPTIONAL SST STAINLESS STEEL

∠; L; L; ANGLE CONTRACTOR INSTALLED EQUIP EQUIPMENT INSTL INSTALL PL; ⅊ PROPERTY LINE STA USCG STATION @ AT CFOI CONTRACTOR FURNISHED / FA FIRE ALARM INSUL INSULATION; INSULATED PLAM PLASTIC LAMINATE STD STANDARD ℄; CL CENTER LINE; CENTERING CFCI OWNER INSTALLED FAC;FACIL FACILITY INT; INTERIOR PLBG PLUMBING STL STEEL

Ø DIAMETER; ROUND CFM CUBIC FEET PER MINUTE FD FLOOR DRAIN ISO ISOMETRIC PLT; ⅊ PLATE STOR STORAGE # NUMBER CG COAST GUARD; CORNER GUARD FDC FIRE DEPARTMENT CONNECTION JAN JANITOR PLYWD PLYWOOD STRUCT STRUCTURAL

⅊; PL PLATE; PROPERTY LINE CI CONSTRUCTION INSPECTOR FDTN FOUNDATION JST JOIST PRCST PRECAST SUSP SUSPENDED AB ANCHOR BOLT CIP CAST IN PLACE FE FIRE EXTINGUISHER JT JOINT PROJ PROJECT SW SIDE WALK; SWITCH; SOUTH WEST

ABAN ABANDON CJ CONTROL JOINT; CONST. JOINT FEC FIRE EXTINGUISHER CABINET KO CONTRACTING OFFICER PSF POUNDS PER SQ. FT. SYMM SYMMETRICAL ABV ABOVE CLG CEILING FF FINISHED FACE L LONG; LITER PT PAINT; POST-TENSIONED; TYP TYPICAL ADA AMERICANS W/ DISABILITIES ACT CLR CLEAR FIN FINISH LAV LAVATORY PRESSURE TREATED T; TMPD TEMPERED ADDL ADDITIONAL CMU CONCRETE MASONRY UNIT FIXT FIXTURE LB POUND QA QUALITY ASSURANCE T&B TOP AND BOTTOM ADJ ADJACENT; ADJUSTABLE CND CONDUIT FLASH FLASHING LKR LOCKER QC QUALITY CONTROL TEL TELEPHONE AFF ABOVE FINISHED FLOOR CO CLEAN OUT; CUT OUT FLR FLOOR LT WT LIGHT WEIGHT QT QUARRY TILE TO TOP OF AFG ABOVE FINISHED GRADE COL COLUMN FP FIRE PROTECTION LTG LIGHTING R RADIUS; RISER TOL TOLERANCE AFS ABOVE FINISHED SLAB CONC CONCRETE FRT FIRE RETARDANT TREATED LVR LOUVER RD ROAD; ROOF DRAIN TS TUBE STEEL AHJ AUTHORITY HAVING JURISDICTION CONF CONFERENCE FSTNR FASTENER LWC LIGHTWEIGHT CONCRETE REC RECESSED TSTAT THERMOSTAT

ALT ALTERNATE CONN CONNECTION FT FEET MATL MATERIAL REF REFERENCE TYP TYPICAL

ALUM ALUMINUM CONST CONSTRUCTION FTG FOOTING MAX MAXIMUM REINF REINFORCEMENT VCT VINYL COMPOSITION TILE APPROX APPROXIMATE CONT CONTINUOUS FURG FURRING MECH MECHANICAL REQ REQUIRE UNO; UNLESS NOTED OTHERWISE;

ARCH ARCHITECTURAL CONTR CONTRACTOR FURG FURRING MED MEDIUM REV REVISION UON UNLESS OTHERWISE NOTED ATC ACOUSTICAL TILE CEILING COR CONTRACTING OFFICER'S REP GA GAGE MEMB MEMBRANE RM ROOM USCG UNITED STATES COAST GUARD

AT/FP; ANTI-TERRORISM AND FORCE CORR CORRIDOR GAL GALLON MFR MANUFACTURER RO ROUGH OPENING UTIL UTILITY ATFP PROTECTION CPT CARPET GALV GALVANIZED MID MIDDLE RTG RATING W WATT; WEST; WIDE

AUTO AUTOMATIC CT CERAMIC TILE GEN GENERAL MIN MINIMUM RTG RATING VA VALVE

BD BOARD CW COLD WATER GL GLASS MISC MISCELLANEOUS S SOUTH VAC VACUUM

BDRY BOUNDARY DAT DATUM GLZ GLAZING MTD MOUNTED SAM SELF-ADHERING MEMBRANE VCT VINYL COMPOSITION TILE

BF BARRIER FREE DEG DEGREE GOVT GOVERNMENT MTL METAL SC SOLID CORE VERT VERTICAL

BFF BELOW FINISHED FLOOR DEPT DEPARTMENT GRL GRILLE N NORTH SCHED SCHEDULE VIC VICINITY BFG BELOW FINISHED GRADE DET;DETL DETAIL GYP BD GYPSUM BOARD; GYP. WALLBOARD NIC NOT IN CONTRACT SECT SECTION; SECTIONAL VIF VERIFY IN FIELD

BFS BELOW FINISHED SLAB DIA DIAMETER NO; # NUMBER SHT SHEET WDW WINDOW

BKG BACKING DIAG DIAGONAL; DIAGRAM H HIGH NOM NOMINAL SHTHG SHEATHING W WATT; WEST; WIDE

BLDG BUILDING DIM DIMENSION HAZMAT HAZARDOUS MATERIAL NTS NOT TO SCALE SIM SIMILAR W/ WITH

BLKG BLOCKING DN DOWN HDR HEADER O/ OVER S SOUTH W/IN WITHIN

BLW BELOW DR DOOR HDW HARDWARE OC ON CENTER SAM SELF-ADHERING MEMBRANE W/O WITHOUT BM BEAM; BENCH MARK DWG DRAWING HGR HANGER OD OUTSIDE DIAMETER SC SOLID CORE WARR WARRANTY BO BOTTOM OF E EAST HM HOLLOW METAL OF/CI; OWNER FURNISHED; SCHED SCHEDULE WC WATER CLOSET

BOT BOTTOM EA EACH HORIZ HORIZONTAL OFCI CONTRACTOR INSTALLED SECT SECTION; SECTIONAL WD WOOD BRCG BRACING EJ EXPANSION JOINT HR HOUR OF/OI; OWNER FURNISHED; SHT SHEET WDW WINDOW BRDG BRIDGING EL ELEVATION HSS HOLLOW STRUCTURAL STEEL OFOI OWNER INSTALLED SHTHG SHEATHING WM WATER METER; WIRE MESH

BRG BEARING ELEC ELECTRICAL HT HEIGHT OH OVERHANG SIM SIMILAR WP WEATHERPROOF

BRKT BRACKET ELEV ELEVATOR HW HOT WATER OHD OVERHEAD SLNT SEALANT WR WEATHER-RESISTIVE BTWN BETWEEN ENGR ENGINEER HYD HYDRANT OPNG OPENING SP EL SPOT ELEVATION WRB WEATER-RESISTIVE BARRIER BRKT BRACKET (E);EXST EXISTING HYD HYDRANT OPP OPPOSITE SPEC SPECIFICATIONS WT WEIGHT CAB CABINET EXT EXTINGUISHER; EXTERIOR ID INSIDE DIAMETER OPT OPTIMUM; OPTIONAL SQ SQUARE XFER TRANSFER

CEU CIVIL ENGINEERING UNIT

SYMBOLS

GRID IDENTIFIER

NAME

ROOM

## SQ. FT.

XX ##### XX

KEYNOTE SYMBOL

ROOM NAME IDENTIFIER

OPENING IDENTIFIERS WALL TYPE IDENTIFIER

WINDOWS & LOUVERS DOORS & GATES

X/#

NORTH

PLAN

TRUE N

X# TITLE

SCALE: X=1'-0"

XX###

REVISION #

DRAWING VIEW INDICATOR NORTH ARROWS

EXTERIOR ELEVATION INDICATORENLARGED DETAIL INDICATORS

BUILDING SECTION INDICATOR SECTIONAL VIEW INDICATOR

REV CLOUD

PLAN NORTH

TRUE NORTH

ELEVATION

NUMBER/ID

ELEVATION

DRAWING

SHEET

DRAWING

SHEET

NUMBER/ID

DRAWING

VIEW

NUMBER/ID

DRAWING

VIEW

NUMBER/ID

DRAWING

VIEW

TITLE

DRAWING

SCALE

EXTERIOR ELEVATION INDICATOR

0 1" 2"1/2"

DRAWING VIEW TITLES REVISIONS CLOUDS & DETAILS GRAPHIC SCALES

FLOOR X#

VERTICAL ELEVATION INDICATOR

ALT. NO. 1

SUPPORT

BUILDING

ADA

DUPLEX

BEDROOM

DUPLEX

BEDROOM

DUPLEX

OLYMPIA

NORTH

PLAN

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

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

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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'

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SOLICITATION NO.: CONTRACT NO.:

@ 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

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

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CIVIL ENGINEERING

SWALE> > > > > > > >

SLOPE

TREELINE

ORGANIC STOCKPILE

BE REMOVED

DRAFT 95%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.

3. PROVIDE ALL CONSTRUCTION STAKING FOR THE PROJECT.

4. INSTALL UTILITIES FIRST OR DIRECTLY AFTER STAKING.

5. PROVIDE CB PROTECTION PER DETAILS FOR SITE AS WELL AS SURROUNDING PROPERTIES.

6. FINE GRADE AND PAVE ROADS.

7. 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.

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

POTENTIAL FOR EROSION HAS PASSED.

9. 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.

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.

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SOLICITATION NO.: CONTRACT NO.:

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 ROADWAY 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-504. 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, ADA RAMPS AND DRIVEWAYS 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.

EARTHWORK:

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MULTICORELINK:J13611688C-504-C-504

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

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

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SOLICITATION NO.: CONTRACT NO.:

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

32.11'

22.7'

6' 22.72' 27.29' 27.72' 28.31' 27.43'

5.0'

TYP.

8'x5' PCC

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

31.65'

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MULTICORELINK:J13611688C-101-C-101

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

7 19

19619

PHOENIX ROAD (GRAVEL ROADWAY)

PROPOSED

ADA DUPLEX

FF = 194.02'

LOT 18A

PROPOSED

DUPLEX - 3 BEDROOM

FF = 197.97'

LOT 19A

PROPOSED

SUPPORT

BUILDING

OPTION 1

FF = 189.47'

LOT 17

PROPOSED

PROPERTY LINE, TYP.

0 20 40

PROPOSED

DUPLEX - 4 BEDROOM

FF = 201.77'

LOT 20A

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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 SHEET

C-601.

2. GRADE FRONT AND BACK YARDS TO FINISH GRADE CONTOURS

AS SHOWN.

3. MATCH EXISTING GRADE ON PHOENIX ROAD WHEN INSTALLING

DRIVEWAYS.

4. SEE SHEETS C-401, C-402, C-403, & C-404 FOR GRADING AT

BUILDINGS.

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

XXX POINT NUMBER

EXISTING GRADE CONTOUR

LEGEND

PROPOSED FINISHED

GRADE CONTOUR

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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: 1741328.9423

CONNECT TO BUILDING

N: 2239721.9241 E: 1741291.5801

CONNECT TO

EXISTING BUILDING

1" WATER SERVICE

AT KEY BOX

F&I 51.6 LF 1" PVC

WATER LINE

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.

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1/ 2"

SOLICITATION NO.: CONTRACT NO.:

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" COPPER SERVICE

TO 8" PVC WATER MAIN

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-505 AND C-506 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

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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

OPTION 1

BUILDING

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.:

6' HIGH WOODEN FENCE

CONSTRUCTION

EXIT, TYP

SILT FENCE

A1 EROSION SEDIMENT CONTROL PLAN

SCALE: 1" = 20'

NORTH

PLAN

TRUE N

CONSTRUCTION

EXIT, TYP

ASPHALT PAVEMENT

CONCRETE

STABILIZED CONSTRUCTION

ACCESS

4" TOPSOIL AND SEEDING

CONSTRUCTION EXIT

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

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

SUPPORT BUILDING

OPTION 1

FF = 189.47'

ADA BUILDING

FF = 194.02'

DUPLEX BUILDING TYP.

FF = 197.97' - 3 BEDROOM

FF = 201.77' - 4 BEDROOM

6' HIGH WOODEN FENCE

30.00'

29.00'

1% MINPHOENIX ROAD

PHOENIX ROAD

1.5:1 MAX

MAX

1% MIN

REMOVE ORGANIC MATERIAL STOCKPILE

SEE NOTE 4

REMOVE ORGANIC MATERIAL STOCKPILE

SEE NOTE 4

REMOVE ORGANIC MATERIAL STOCKPILE

SEE NOTE 4

FINISH GRADE

SEE NOTE 2

EXISTING GROUND

FINISH GRADE

SEE NOTE 2

EXISTING GROUND

FINISH GRADE

SEE NOTE 2

EXISTING GROUND

1. ALL STRUCTURAL FILL, LEVELING COURSE, AND TRENCH

BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY

AT OPTIMUM MOISTURE CONTENT, BASED ON MODIFIED

PROCTOR TEST VALUES (ASTM 1557d). ALL STRUCTURAL FILL

SHALL BE PLACED IN LIFTS NOT EXCEEDING 12 INCHES.

2. PLACE 4" OF TOP SOIL AND SEEDING ON ALL AREAS NOT

OTHERWISE IMPROVED.

3. SEE SHEET C-504 FOR SITE SECTIONS.

4. REMOVE ALL ORGANICS FROM BUILDING FOOTPRINT, DRIVEWAYS,

AND ALL OTHER AREAS TO RECEIVE FILL.

10% MAX

MAX

STRUCTURAL FILL

10'

2:1

10%

STRUCTURAL FILL

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT DRIVEWAY

A1 DUPLEX TYPICAL SECTION

SCALE: NTS

D1 ADA BUILDING TYPICAL SECTION

SCALE: NTS

F1 MAINTENANCE BUILDING TYPICAL SECTION

SCALE: NTS

NOTES

D, AL

SEWARD

HOUSING

C-201

8C -2

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

-2 :1

-1 0:

-5:1

-2

189.47

188.47

189.40

189.28

-1%

-3:1

0 10 20

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

PROPOSED

SUPPORT BUILDING

OPTION 1

FF = 189.47'

35.66'

16.00'

12.00'23.65'

5.00'

A1 GRADING PLAN - MAINTENANCE

SCALE: 1" = 20'

NORTH

PLAN

TRUE N

PHOENIX ROAD

28.00'

GRADE BREAK

SLOPE 1.5:1 MAX

DRAINAGE FLOW

TOE OF FILL

FG ELEVATIONXXX.XX'

LEGEND

13.75'

D, AL

SEWARD

HOUSING

C-401

8C -4

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

197.65

197.72

197.76

196.99 196.99

196.99196.99

196.99

197.65

-1 0:

2%2% M

196.99

1% 1%

197.99 197.99

197.76

196.99

197.65 197.65

197.65

0 10 20

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

PROPOSED

DUPLEX - 3 BEDROOM

FF = 197.99'

27.3'

24'

22.50' 22.50'

24'

17.35'

12.14'

MAX 3:1

TOE OF FILL

PROPERTY LINE

:1 5' 5'

FENCE

17.35'

4.35'

4.34'

DECK DECK

A1 GRADING PLAN - DUPLEX 3 BED

SCALE: 1" = 20'

NORTH

PLAN

TRUE N

9.12'

GARAGE GARAGE

27.67'

GRADE BREAK

SLOPE 1.5:1 MAX

DRAINAGE FLOW

TOE OF FILL

FG ELEVATIONXXX.XX'

LEGEND

7.86'7.86'

D, AL

SEWARD

HOUSING

C-402

8C -4

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

193.32

194.02 DECK

193.32 FG

194.02 DECK

193.32 FG

193.02193.02

194.02 DECK

193.32 FG

194.02 DECK

193.32 FG194.02 DECK

193.32 FG

194.02 DECK

193.32 FG

193.32

194.02

193.18

193.76

194.02

193.76

194.02 194.02

193.54

194.02 DECK

193.32 FG

194.02 DECK

193.32 FG

193.39

-1 0:

2% M

1%1%

194.02 194.02

0 10 20

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

ADA DUPLEX

FF = 194.02'

31.04' 31.02'

20.00' 20.00'

22.69' 22.70'

20.5'20.5'

FENCE

MAX 3:1

TOE OF FILL

PROPERTY LINE

DECKDECK

A1 GRADING PLAN - ADA DUPLEX

SCALE: 1" = 20'

NORTH

PLAN

TRUE N

PHOENIX ROAD

GARAGE GARAGE

GRADE BREAK

SLOPE 1.5:1 MAX

DRAINAGE FLOW

TOE OF FILL

FG ELEVATIONXXX.XX'

LEGEND

D, AL

SEWARD

HOUSING

C-403

8C -4

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

-1 0:

2% M

201.27

201.27 201.27

201.27

201.48

200.77

200.77 200.77

200.77

200.77200.77

200.77

5% 5%

201.77 201.77

201.27

201.27 201.27 201.27

0 10 20

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

PROPOSED

DUPLEX - 4 BEDROOM

FF = 201.77'

16.11'

23.00'23.00'

28.31'

24' 8'

8.92'

17.61'

12.35'

MAX 3:1

TOE OF FILL

PROPERTY LINE

5' 5'

5.01' 6.32'

DECK

A1 GRADING PLAN - DUPLEX 4 BED

SCALE: 1" = 20'

NORTH

PLAN

TRUE N

GARAGE GARAGE

24'

GRADE BREAK

SLOPE 1.5:1 MAX

DRAINAGE FLOW

TOE OF FILL

FG ELEVATIONXXX.XX'

LEGEND

FENCE

D, AL

SEWARD

HOUSING

C-404

8C -4

.d wg

K, M

T M

, L

E, A K

) 7

-3

US COAST GUARD

LIFESAVER DRIVE

(ASPHALT SURFACE)

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

D1 WOODEN FENCE - ELEVATION BIEW

SCALE: NTS D5 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

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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 THE ALASKA HIGHWAY.

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.

ALA

SKA HIGHWAY

6" D

3" MINUS COARSE ROCK

PLACED OVER

GEOTEXTILE FABRIC

MATCH TO EDGE OF ASPHALT CUT

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.:

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.:

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

B Y:

2 3 4 5 6 7 8 9 10

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 Oct 23, 2025.