Drawings_DRAFT_FOR_SPECIAL_NOTICE_6.pdf

PDF 27 MB Posted Jun 10, 2025

Attached to: DETO 228872 - Replace Obsolete Housing with Multiplex Unit Federal contract opportunity
Solicitation number: 140P2025R0002
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Jun 10, 2025

These architectural and engineering drawings document a project to replace obsolete housing at Devils Tower National Monument with a new six-plex residential facility. The project includes base bid and optional contract line items (CLINs) for a six-unit housing site, water and sewer infrastructure, electrical systems, and optional additions such as a laundry/shower facility, community gathering pavilion, and storage facilities. The proposed development consists of six accessible housing units, each approximately 482 square feet, with individual floor plans featuring living/dining rooms, kitchens, bedrooms, bathrooms, and utility spaces.

The comprehensive set of drawings covers multiple disciplines including architectural, structural, civil, mechanical, plumbing, electrical, and fire protection systems. Key project details include a single-phase utility service, on-site septic system with two leach fields, domestic water service, lightning protection, and a sprinkler system. The project is scheduled for completion on 02/28/2025, with a pre-solicitation meeting planned for 06/17/2025 at Devils Tower National Monument. The facility is designed to meet various accessibility and building codes, with an emphasis on energy efficiency and modern residential amenities.

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Other files attached to DETO 228872 - Replace Obsolete Housing with Multiplex Unit, newest first.
File	Type	Posted
140P2025R0002_DRAFT_FOR_SPECIAL_NOTICE_6.pdf	PDF	Jun 10, 2025
Specs_DRAFT_FOR_SPECIAL_NOTICE_6.pdf	PDF	Jun 10, 2025
B12_Special_Notice_DETO_228872_140P2025R0002_(signed)_3.pdf	PDF	Jun 4, 2025

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AKO

NEWCASTLE

EBR

ASKA

WYOMING

MONTANA

MOORCROFT

16 85

SUNDANCE

WYOMING

MONTANA

TOWER

DEVILS

HULETT

MONUMENT

NATIONAL

TOWER

DEVILS

BUFFALO

CASPER

DOUGLAS

SPEARFISH

GILLETTE

SHERIDAN FOURCHE

BELLE

TOWER

DEVILS

WEST ROAD

TOWER

5,112 FT.

14TO

TO HULETT, WYOMING

DEVILS TOWER,

WYOMING

ENTRANCE

MAINTENANCE

RESIDENTIAL

AREA

HQ.

CIRCLE

CAMPFIRE

V.C. STATION

TRAIL

RED BEDS

CHE

JOYNER RIDGE TRAIL

& BELLE FOURCHE, SOUTH DAKOTA

LEGEND

HQ.

V.C.

CAMPGROUND

U.S. POST OFFICE

STORES

INFORMATION CENTER

PICNIC AREA

RANGER STATION

PARK HEADQUARTERS

VISITOR CENTER

PARKING

STATE LINE

UNPAVED ROAD

PAVED ROAD

PARK BOUNDARY

CREEK

TRAIL

WYOMING

NORTHEASTERN

PROJECT

SITE

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTCROFT & ASSOCIATES - P15PC00467

PRIME / ARCH / MEP:

CROFT & ASSOCIATES

KENNESAW, GEORGIA

STRUCTURAL:

PES STRUCTURAL ENGINEERS

ATLANTA, GEORGIA

SheetMark REVISION Date Initial

LOCATION WITHIN PARK

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

UNITED STATES

DEPARTMENT OF THE INTERIOR

DRAWING NO.

PMIS/PKG NO.

SHEET

CONSTRUCTION DOCUMENTS

Au to de sk

D oc s:

//2

O H ou si ng /2

2_ H ou si ng _A

.rv t

REPLACE OBSOLETE HOUSING

HOUSING SITE

DEVILS TOWER NATIONAL MONUMENT

INTERMOUNTAIN CROOK WYOMING 1 101

175429

228872

DEVILS TOWER NATIONAL MONUMENT

SCALE OF

FEET

SCALE OF

METERS

0 1,500

500250

1,000

SCALE OF MILES

0 30

FINAL CONSTRUCTION DOCUMENTS 02/28/2025

PMIS/PKG NO. 228872

140P2024F0209

THIS PROJECT

" M

18" MIN

FRONT APPROACH - PULL SIDE

FRONT APPROACH - PUSH SIDE

" M

HINGE APPROACH - PUSH SIDE

HINGE APPROACH - PULL SIDE

" M

22" MIN

X = 36" MIN

IF Y = 60" MIN OR GREATER;

X = 42"

IF Y = 42" MIN OR UP TO 60" MAX

" M

24" MIN

LATCH APPROACH - PULL SIDE

Y = 54" MIN

IF DOOR HAS A CLOSER

X = 12" IF DOOR HAS

BOTH A LATCH AND A

CLOSER

LATCH APPROACH - PUSH SIDE

" M

Y22" MIN

Y = 48" MIN IF DOOR HAS

BOTH A LATCH AND

CLOSER

Y = 48" MIN

IF DOOR HAS A CLOSER

NOTES:

MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY

OBSTRUCTION WITHIN 18" OF THE LATCH SIDE OF DOORWAY PROJECTS MORE THAN 8" BEYOND

THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE.

THE FLOOR OR GROUND SURFACE WITHIN THE REQUIRED MANEUVERING CLEARANCES SHALL

SLOPE NO MORE THAN 1:48 (2%) AND CHANGES IN LEVEL WITHIN THIS AREA ARE NOT

PERMITTED.

ACCESSIBLE

CLEAR FLOOR

SPACE

ACCESSIBLE T-SHAPED

TURNING SPACE

" M

48" MIN

36" MIN

60" MIN

MANEUVERING CLEARANCE IN

AN ALCOVE, FORWARD

APPROACH

MANEUVERING CLEARANCE IN

AN ALCOVE, PARALLEL

APPROACH

" M

36" MIN

67" MIN

ACCESSIBLE CIRCULAR

TURNING SPACE

NOTES:

THE FLOOR OR GROUND SURFACE WITHIN

THE REQUIRED MANEUVERING

CLEARANCES OR CLEAR FLOOR SPACE

SHALL SLOPE NO MORE THAN 1:48 (2%)

AND CHANGES IN LEVEL WITHIN THIS AREA

ARE NOT PERMITTED.

WHERE TURNING SPACE IS REQUIRED,

THE CIRCLE OR THE T-SHAPED SPACE MAY

BE USED.

60" MIN.

" M

12" MIN

PUSH SIDE (WITH CLOSER / LATCH)

" M

PUSH SIDE

" M

PULL SIDE

18" MIN

BOTH DOORS SWING IN

48" MIN

BOTH DOORS SWING OUT

BOTH DOORS SWING IN SAME DIRECTION

" M

18" MIN

0°

CENTERED ON

TACTILE

CHARACTERS

0°

INACTIVE LEAF

" M

18" MIN CENTERED ON

TACTILE

CHARACTERS

" M

18" MIN CENTERED ON

TACTILE

CHARACTERS

EQ EQ

OPENING

4" OR 8"

OPENINGS TO BE

CENTERED BETWEEN

ADJACENT WING WALLS.

NOTE: TYPICAL OPENING POSITION:

AT STUD WALLS, SET HINGE JAMB FRAME 4"

FROM FACE OF WING WALL UNO OR

CENTERED BETWEEN WING WALLS. AT

CONCRETE WALLS, SET HINGE JAMB FRAME 8"

FROM FACE OF ADJACENT WING WALL UNO

OR CENTERED BETWEEN ADJACENT WING

WALLS.

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

Au to de sk

D oc s:

//2

O H ou si ng /2

2_ H ou si ng _A

.rv t

GENERAL ACCESSIBILITY

DETAILSG002

A.LAMB

M.LAROSA

J.MORGAN

2 101

HOUSING 109

175429

228872

DEVILS TOWER NATIONAL MONUMENT02/28/2025

NOT TO SCALEG002

2 MANEUVERNG CLEARANCES AT ACCESSIBLE DOORS / GATES

NOT TO SCALEG002

1 CLEAR FLOOR AND TURNING SPACE

NOT TO SCALEG002

3 MANEUVERNG CLEARANCES AT RECESSED DOORS DETAIL

NOT TO SCALEG002

4 DOORS IN A SERIES DETAIL

NOT TO SCALEG002

5 LOCATION OF TACTILE SIGNS @ DOORS

NOT TO SCALEG002

6 TYPICAL DOOR FRAME LOCATIONS UNO

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

Au to de sk

D oc s:

//2

O H ou si ng /2

2_ H ou si ng _A

.rv t

SHEET INDEXG100

A.LAMB

M.LAROSA

J.MORGAN

3 101

HOUSING 109

175429

228872

DEVILS TOWER NATIONAL MONUMENT02/28/2025

INDEX OF DRAWINGS

SHEET

SUB

SHEET TITLE OF SHEET

GENERAL

1 G001 COVER SHEET

2 G002 GENERAL ACCESSIBILITY DETAILS

3 G100 SHEET INDEX

4 G101 GENERAL INFORMATION

5 LS101 LIFE SAFETY NOTES

6 LS102 LIFE SAFETY PLAN

CIVIL

7 C101 EXISTING CONDITIONS

8 C102 CIVIL DEMOLITION PLAN AND EROSION CONTROL

9 C103 UTILITY DEMOLITION PLAN

10 C104 CIVIL SITE PLAN

11 C105 CONSTRUCTION POINT LAYOUT

12 C106 CIVIL GRADING PLAN

13 C107 SIX-PLEX GRADING PLAN

14 C108 SIX-PLEX BIO-RETENTION AREA GRADING PLAN

15 C109 SIX-PLEX BIO-RETENTION AREA PROFILES

16 C110 OPTIONAL CLIN C GRADING PLAN

17 C111 OVERALL WATER/SEWER PLAN

18 C112 WATER/SEWER CONSTRUCTION PLAN

19 C113 SANITARY SEWER PLAN

20 C114 SANITARY SEWER PROFILES

21 C115 WATER PLAN

22 C116 FIRE/SERVICE PLAN AND PROFILE

23 C117 TRAFFIC AND PARKING PLAN

24 C201 TYPICAL SURFACING SECTIONS

25 C202 SITE DETAILS

26 C203 SITE DETAILS

27 C204 WATER AND SEWER DETAILS

28 C205 SEWER DETAILS

29 C206 SEWER DETAILS

30 C207 SEWER DETAILS

31 C208 LEACH FIELD DETAILS

32 C209 LEACH FIELD DETAILS

33 C210 LEACH FIELD DETAILS

34 C211 WATER DETAILS

35 C212 WATER DETAILS

36 C213 WATER DETAILS

37 C214 WATER DETAILS

ARCHITECTURAL DEMO

38 AD101 EXISTING AND DEMO SITE PLAN

ARCHITECTURAL SITE

39 AS101 STAGING / ARCHITECTURAL SITE PLAN

40 AS102 ARCHITECTURAL ACCESSIBILITY PLAN

41 HM101 HAZMAT MATERIALS

ARCHITECTURAL

42 A001 PARTITION TYPES

43 A101 LEVEL 01 FLOOR PLAN

44 A103 COMMUNITY GATHERING PAVILION

45 A131 REFLECTED CEILING PLAN

46 A151 ROOF PLAN

47 A201 EXTERIOR ELEVATIONS

48 A202 EXTERIOR ELEVATIONS

49 A301 BUILDING SECTIONS

50 A302 BUILDING SECTIONS

51 A311 WALL SECTIONS & DETAILS

52 A312 WALL SECTIONS & DETAILS

53 A361 ROOF DETAILS

54 A401 ENLARGED PLANS

55 A601 DOOR SCHEDULE, ELEVATIONS, & DETAILS

56 A611 WINDOW SCHEDULE, ELEVATIONS, & DETAILS

57 A700 ROOM FINISH SCHEDULE

58 A701 FINISH MATERIAL SPECIFICATIONS

59 A711 FLOOR AND WALL FINISH PLAN

60 A731 INTERIOR ELEVATIONS

61 A751 STANDARD MILLWORK DETAILS

INDEX OF DRAWINGS

SHEET

SUB

SHEET TITLE OF SHEET

STRUCTURAL

62 S001 GENERAL NOTES

63 S002 GENERAL NOTES & SCHEDULES

64 S003 CONCRETE GENERAL NOTES & SCHEDULES

65 S004 WOOD GENERAL NOTES & SCHEDULES

66 S005 WIND LOADING

67 S101 FOUNDATION PLAN

68 S101W WALL PLAN

69 S151 ROOF FRAMING PLAN

70 S152 COMMUNITY GATHERING PAVILION

71 S301 FOUNDATION DETAILS

72 S302 FOUNDATION DETAILS

73 S311 SLAB-ON-GROUND DETAILS

74 S312 SLAB-ON-GROUND DETAILS

75 S601 WOOD FRAMING DETAILS

76 S602 WOOD FRAMING DETAILS

77 S621 WOOD SHEAR WALL AND DIAPHRAGM DETAILS

78 S622 WOOD SHEAR WALL AND DIAPHRAGM DETAILS

79 S631 WOOD WALL ELEVATIONS

80 S632 WOOD SHEAR WALL ELEVATIONS

PLUMBING

81 P001 NOTES AND LEGEND

82 P101 FLOOR PLAN - FIRST FLOOR SANITARY

83 P102 FLOOR PLAN - FIRST FLOOR WATER

84 P501 DETAILS

85 P601 DIAGRAMS AND SCHEDULES

86 P901 PLUMBING SANITARY RISER DIAGRAM

87 P902 PLUMBING WATER RISER DIAGRAM

MECHANICAL

88 M001 MECHANICAL NOTES AND LEGEND

89 M101 MECHANICAL PLAN

90 M501 DETAILS

91 M601 MECHANICAL SCHEDULES

ELECTRICAL GENERAL

92 E001 ELECTRICAL LEGEND

ELECTRICAL SITE

93 ES101 ELECTRICAL SITE PLAN

ELECTRICAL

94 E110 LIGHTING LEVEL 01 FLOOR PLAN

95 E111 POWER & LOW VOLTAGE LEVEL 01 FLOOR PLAN

96 E112 LIGHTNING PROTECTION PLAN

97 E501 ELECTRICAL RISER

98 E601 ELECTRICAL PANEL SCHEDULES

99 E602 FIXTURE SCHEDULES & DETAILS

FIRE PROTECTION

100 F101 FIRE PROTECTION NOTES AND DETAILS

101 F102 FIRE PROTECTION FLOOR PLANS

Grand total: 101

@ AT

AVG AVERAGE

AUTO AUTOMATIC

ARCH ARCHITECT (URAL)

ANOD ANODIZED

ALUM ALUMINUM

ALT ALTERNATE

A/C AIR CONDITIONING

ADMIN ADMINISTRATION

ABV ABOVE

AG AMERICANS W/ DISABILITIES

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ACT ACOUSTICAL TILE

BM BEAM

BRG BEARING

BOT BOTTOM

BLDG BUILDING

CAB CABINET

CARP CARPET

CJ CONTROL JOINT

CLG CEILING

CL CENTER LINE

CLIN CONTRACT LINE ITEM

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CONTRACTING OFFICER

COL COLUMN

CONST CONSTRUCTION

CONC CONCRETE

CONT CONTINUOUS

COR THE CONTRACTING OFFICER

REPRESENTATIVE

CW COMPOSITE WOOD

DEM DEMOLISH, DEMOLITION

DN DOWN

DBL DOUBLE

DIFF DIFFUSER

DIA DIAMETER

DIM DIMENSION

DTL DETAIL

DWG DRAWING

EA EACH

ENCL ENCLOSE (URE)

ELEC ELECTRICAL

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EP ELECTRICAL PANEL

EL, ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRICAL WATER COOLER

EXT EXTERIOR

EXIST EXISTING

EXP J EXPANSION JOINT

FD FIELD DETERMINE

FFE FINISHED FLOOR ELEVATION

FFL FINISHED FLOOR LINE

FE FIRE EXTINGUISHER

FRP FIBER REINFORCED PANEL

FT FOOT/FEET

FRT FIRE RETARDANT TREATED

FLUOR FLUORESCENT

FTG FOOTING

GEN GENERAL

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GB GYPSUM BOARD

HDWR HARDWARE

HVAC HEATING, VENTILATION & AIR

CONDITIONING

HC HANDICAP

HCB HANDICAP COUPON BOOTH

HGT HEIGHT

H HIGH

HM HOLLOW METAL

HORIZ HORIZONTAL

INSUL INSULATION

INT INTERIOR

ID INSIDE DIAMETER

JAN JANITOR

LBL LABEL

LAV LAVATORY

L LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LVT LUXURY VINYL TILE

MAX MAXIMUM

NIC NOT IN CONTRACT

MAINT MAINTENANCE

MANUF. MANUFACTURER

MAT MATERIAL

MCG METAL CORNER GUARD

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MIN MINIMUM

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OS OVERFLOW SCUPPER

PREFAB PREFABRICATED

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PT PRESSURE TREATED

QTY QUANTITY

REINF REINFORCE (D) (ING)

R, RAD RADIUS

RCP REFLECTED CEILING

PLAN

RD ROOF DRAIN

REQD REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

SHT SHEET

SPK SPEAKER

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

ST STEEL TUBE

STL STEEL

STO STORAGE

SUSP SUSPENDED

TEMP TEMPERED

TE TOP ELEVATION

TEL TELEPHONE

TV TELEVISION

THK THICK

TBD TO BE DETERMINED

T & G TONGUE & GROOVE

TOB TOP OF BEAM

TOF TOP OF FOOTING

TOS TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

VCT VINYL COMPOSITION TILE

ABBREVIATIONS:

A."ALIGN" MEANS (I.E.) WHERE A PARTITION IS TO BE

BUILT TO ALIGN WITH ONE SIDE OF ANOTHER

PARTITION SO THE FINISHED FACE WILL BE IN THE SAME

PLANE AS THE ADJACENT FINISHED FACE AND HAVE

THE JOINT SMOOTH AND UNDECTABLE.

B.DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM

FINISHED FACE TO FINISHED FACE

C."TYPICAL" MEANS SAME FOR ALL SIMILAR

CONDITIONS.

D.WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL

MEAN EQUAL OR BETTER PRODUCT AS APPROVED BY

THE CONTRACTING OFFICER.

DEFINITIONS:

GENERAL NOTES:

10.

11.

CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

SUPERVISION AND COORDINATION OF ALL

CONSTRUCTION PROCEDURES.

ALL WORK SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE APPLICABLE CODES AND

ORDINANCES IN EFFECT AT THE TIME OF

CONSTRUCTION. IN THE EVENT OF A CONFLICT, THE

MORE STRINGENT REQUIREMENT SHALL GOVERN AND

BE MET.

ALL DIMENSIONS SHALL BE VERIFIED BY THE

RESPECTIVE CONTRACTOR AND THE CONTRACTING

OFFICER MUST BE NOTIFIED IN WRITING OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH THE

WORK.

COORDINATE LOCATIONS AND/OR ELEVATIONS OF

FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS, DUCTS,

UNIT HEATERS, ACCESS PANELS, ETC. WITH

MECHANICAL AND ELECTRICAL CONTRACTORS AND

ARCHITECTURAL DRAWINGS.

WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT

SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS,

EVEN THOUGH NOT SPECIFICALLY MARKED ON THE

DRAWINGS.

CONTRACTOR SHALL ENSURE THAT CONSTRUCTION

ENVIRONMENT IS MAINTAINED IN SUCH A WAY TO

INHIBIT MOLD AND MILDEW GROWTH.

PROVIDE FINISHED SURFACE UNDER AND BEHIND ALL

EQUIPMENT AND CASEWORK. (APPLIES TO WALL,

FLOOR, AND CEILING FINISHES)

CONTRACTOR SHALL REMOVE PROMPTLY AND LEGALLY

ALL ACCUMULATED DEBRIS, PROTECT ALL EXPOSED

PORTIONS OF WORK FROM ELEMENTS, AVOID OVER-

LOADING STRUCTURE, AND SECURELY STORE AND

PROTECT ALL ITEMS TO BE USED FOR CONSTRUCTION.

CONTRACTOR SHALL VERIFY LOCATION OF ALL

EXISTING UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

THE CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC

AND ADJACENT PROPERTIES FROM DAMAGE

THROUGHOUT CONSTRUCTION.

ANY EXISTING UTILITIES TO BE ABANDONED SHALL BE

PROPERLY DISCONNECTED, PLUGGED OR CAPPED, AS

REQUIRED BY CODE OR SOUND CONSTRUCTION

PRACTICE IF NOT REQUIRED BY CODE.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE

MADE FROM THE DRAWINGS OR SPECIFICATIONS WITHOUT

FIRST SECURING WRITTEN PERMISSION FROM THE

CONTRACTING OFFICER.

WHERE LACK OF INFORMATION, OR ANY DISCREPANCY

SHOULD APPEAR IN THE DRAWINGS OR SPECIFICATIONS,

REQUEST WRITTEN INTERPRETATION FROM THE

CONTRACTING OFFICER BEFORE PROCEEDING WITH THAT

PORTION OF THE WORK.

PROVIDE ADEQUATE CONCEALED BLOCKING AND

ANCHORING FOR ALL CEILING AND WALL MOUNTED

EQUIPMENT, HARDWARE AND ACCESSORIES.

WHEN A SYSTEM OR ASSEMBLY IS SPECIFIED, ALL

NECESSARY PARTS AND MATERIALS REQUIRED FOR A

COMPLETE INSTALLATION/SYSTEM SHALL BE INSTALLED

ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS.

UNLESS OTHERWISE NOTED, ELECTRICAL CONDUITS,

PLUMBING LINES, ETC., SHALL BE RUN CONCEALED AND

FRAMING SHALL BE ADEQUATE SIZE TO ACCOMPLISH

RESULT WITHOUT CAUSING ANY CHANGES IN THE WALL

PLANE.

ALL CONTRACTORS SHALL COORDINATE WITH ALL TRADES

THE LOCATIONS OF SLEEVES OR OTHER PRESET

ACCESSORIES INVOLVING OTHER TRADES.

THESE PLANS SHOULD BE STUDIED AND USED IN THEIR

ENTIRETY AS INFORMATION VITAL TO EACH STAGE OF

CONSTRUCTION.

GENERAL CONTRACTOR WILL BE HELD SOLELY

RESPONSIBLE FOR COMPLETION OF ALL WORK SHOWN OR

REASONABLY IMPLIED BY THESE DRAWINGS AND

SPECIFICATIONS.

DIMENSIONS ON FOUNDATION PLANS ARE FROM FACE OF

CONCRETE UNO.

DETAILS TAKE PRECEDENCE OVER PLANS & ELEVATIONS -

LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER

SMALLER SCALE DRWGS.

22. MANUFACTURERS AND MODELS REFLECTED ON

DRAWINGS ARE DESIGN BASIS ONLY UNLESS

SPECIFICALLY NOTED AS “SOLE SOURCE”. FOR ITEMS

NOT LABELED AS “SOLE SOURCE”, "EQUAL" OR

EQUIVALENT PRODUCT SUBSTITUTIONS ARE PERMITTED

PROVIDED THEY OFFER THE SAME OR BETTER

PERFORMANCE AND ARE APPROVED BY THE

CONTRACTING OFFICER THROUGH FORMAL SUBMITTAL

PROCESS.

23. CONTRACTOR SHALL PROTECT ALL MATERIALS ON THE

JOBSITE FROM THE ELEMENTS AND ENSURE MATERIALS

DON’T DEVELOP MOLD THROUGHOUT THE PROJECT.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO

THE COMMENCEMENT OF ANY WORK.

25. THE DESIGN OF THIS PROJECT IS BASED UPON

INFORMATION PROVIDED BY NATIONAL PARK SERVICE

THROUGH EXISTING DRAWINGS AND ON-SITE

OBSERVATION. VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS PRIOR TO COMMENCING WORK. IF

EXISTING CONDITIONS ARE NOT AS DEPICTED OR

ANTICIPATED, NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY UPON DISCOVERY AND DO NOT PROCEED

WITHOUT APPROVAL. IF CONTRACTOR PROCEEDS

WITHOUT APPROVAL, THE CONTRACTOR ACCEPTS FULL

LIABILITY FOR THAT PORTION OF CONSTRUCTION.

MATCH LINE MARK

KEYNOTE

DETAIL NUMBER

ELEVATION NUMBER

DRAWING NUMBER

SHEET NO. (WHERE SHOWN)

ELEVATION NUMBER

COLUMN LINE NUMBER

ROOM NUMBER AND LEVEL

SHEET NO. (WHERE SHOWN)

PARTITION TYPE

DOOR NUMBER

ELEVATION MARK

WINDOW TYPE

GRID LINE

A101

A101 A1

A101

LEGENDS & SYMBOLS:

SECTION NUMBER

BUILDING SECTION

DETAIL

EXTERIOR ELEVATION

TITLES

INTERIOR ELEVATION

INDICATES WINDOW ABOVE

SHEET NO. (WHERE SHOWN)

ROOM NAME NAME

SHEET NO. (WHERE SHOWN)

SECTION NUMBER

A101

WALL SECTION

SHEET NO. (WHERE SHOWN)

COLUMN GRID

A101 A1

DET #

A101 A1

OPTIONAL CLINS

BASE BID CLINS

7,9

LIGHT SWITCHES, DIMMERS, ACCESS

CONTROL DEVICES

NON-ACCESSIBLE THERMOSTAT / H.M.I.

FIRE STROBE / LIGHT SENSOR / MOTION DETECTOR

EDGE OF WALL OR LATCH SIDE OF DOOR FRAME

COORDINATE WITH SPECIFIC WALL ELEVATION AND LOCATION.

GROUP AND ALIGN ALL WALL-MOUNTED DEVICES ON EACH WALL IN

AN ORGANIZED MANNER. VERIFY WITH ARCHITECT IN CASE OF

CONFLICT.

REFER TO MECHANICAL/HVAC DRAWINGS FOR MOUNTING HEIGHT OF

THERMOSTAT AND OTHER HUMAN MACHINE INTERFACE (H.M.I.)

DEVICES

REFER TO ELECTRICAL DRAWINGS FOR MOUNTING HEIGHTS OF ALL

OTHER DEVICES.

FAILURE TO ALIGN DEVICES WILL REQUIRE CORRECTION AT

CONTRACTOR'S EXPENSE.

IN CASE OF NARROW WALL OR COLUMN -

CENTER ON WALL OR COLUMN

ACCESSIBLE THERMOSTAT / H.M.I.

UNO

12"

NOTES:

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

Au to de sk

D oc s:

//2

O H ou si ng /2

2_ H ou si ng _A

.rv t

GENERAL INFORMATIONG101

A.LAMB

M.LAROSA

J.MORGAN

4 101

HOUSING 109

175429

228872

DEVILS TOWER NATIONAL MONUMENT02/28/2025

BASE BID CLINS

6-PLEX HOUSING

SITE WATER

SITE SEWER

SITE ELECTRICAL

SITE CIVIL

OPTIONAL CLINS

6. OPTION A: DEMOLISH EXISTING 6-PLEX

7. OPTION B: LAUNDRY/SHOWER FACILITY

8. OPTION C: COMMUNITY GATHERING*

9. OPTION D: STORAGE FACILITY

*REQUIRES CLIN 6 / OPTION A TO BE ACCEPTED.

G101

1 CLIN DIAGRAM

G101

3 TYPICAL WALL MOUNTED DEVICE ALIGNMENT

OCCUPANT LOAD TABLE

NAME SF OCC. LOAD OCC. TOTAL

ABA UNIT 1

ABA UNIT 2

ABA UNIT 3

ABA UNIT 4

ABA UNIT 5

ABA UNIT 6

479 SF

482 SF

479 SF

200 SF/OCC.

2.395 2.41

TOTALS 2,886 SF 15

2.41 2.41

2.41 2.395

SHARED

LAUNDRY/SHOWER 300 SF/OCC.645 SF 2.15

TOTALS 645 SF 3

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

Au to de sk

D oc s:

//2

O H ou si ng /2

2_ H ou si ng _A

.rv t

LIFE SAFETY NOTESLS101

A.LAMB

M.LAROSA

J.MORGAN

5 101

HOUSING 109

175429

228872

DEVILS TOWER NATIONAL MONUMENT02/28/2025

Required: 1 per 100 Required: 1 per 100 Required: 0 Required: 1 per 1000 Required: 1 service sink Storage (S) Provided: 1/1 Provided: 1/1 Provided: 2 Provided: 0 Provided: 1 service sink

Required: 1 per dwelling unit Required: 1 per 10 Required: 1 per dwelling unit Required: 0

Required: 1 kitchen sink per unit & 1 washer dryer connection per unit

Residential (R-2) Provided : 3/3 Provided: 3/3 Provided: 6 Provided: 0 Provided : 1 per unit

MALE / FEMALE MALE / FEMALE

WATER CLOSETS LAVATORIES SHOWERS WATER FOUNTAINS OTHER

OPAQUE DOORS: Swinging: U-0.61 Swinging: U-0.62 FLOORS: R-20 for 48" below + R-5 full slab R-20 for 48" below + R-5 full...

WALLS, BELOW GRADE: R-7.5ci R-7.5ci

WALLS, ABOVE GRADE:

R-13 + R-7.5ci or R-20 cavity + R-3.8ci R-21 cavity + R-5 ci

ROOFS: R-49 cavity R-49 cavity

REQUIRED PROPOSED

BUILDING ENVELOPE

DEAD END DISTANCE: SEE LIFE SAFETY PLAN 50'

COMMON PATH: SEE LIFE SAFETY PLAN 75

TRAVEL DISTANCE TO EXITS: SEE LIFE SAFETY PLAN 125

NUMBER OF EXITS: N/A 1

STAIRWAYS: 38" 36"

MIN. DOOR WIDTH 32" 32"

MIN. CORRIDOR WIDTH: 36" 36"

PROPOSED REQUIRED

TOTAL OCCUPANT LOAD: 18

645 SF 300 SF 3

2,886 SF 200 SF 15

OCCUPANCY TOTAL AREA LOAD FACTOR OCCUPANT LOAD

OCCUPANT LOAD & MEANS OF EGRESS

BUILDING AREA (SF): 4220 7000

# OF STORIES: 1 3

BUILDING HEIGHT (FT): 16'-7" 60

• HEIGHTS AND AREAS EXISTING PROPOSED ALLOWED

ROOF CONSTRUCTION 0 HOURS

FLOOR CONSTRUCTION 0 HOURS

INTERIOR: 0 HOURS

EXTERIOR: 0 HOURS

NON-BEARING WALLS:

EXTERIOR: 0 HOURS

INTERIOR: 0 HOURS

BEARING WALLS:

PRIMARY STRUCTURAL FRAME: 0 HOURS

• FIRE RESISTANCE RATINGS REQUIRED

• SPRINKLERED: YES

• CONSTRUCTION TYPE: VB TYPE V (000)

IBC LSC

GENERAL

SHARED LAUNDRY/SHOWER/STORAGE STORAGE (S-2) STORAGE

PERMANENT RESIDENCE RESIDENTIAL (R-2)

RESIDENTIAL - ONE & TWO

FAMILY DWELLINGS

OCCUPANCY USE IBC LSC

OCCUPANCY CLASSIFICATION

• INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE (IPSDC) 2021

• 2021 ICC INTERNATIONAL WILDLAND URBAN INTERFACE CODE

• NPS REFERENCE MANUAL 50B AND 58

• NFPA 780 LIGHTNING PROTECTION

• FEMA P-361: TORNADO SAFE ROOMS

• IESNA 10TH EDITION – ILLUMINATING ENGINEERS SOCIETY OF NORTH AMERICA

• ASHRAE / IESNA 90.1-2016 (ENERGY EFFICIENCY)

• NATIONAL ELECTRICAL SAFETY CODE (NESC) (2017)

• EIA/TIA STANDARDS 568 & 569

• ALL APPLICABLE NATIONAL ENVIRONMENTAL BALANCING BUREAU STANDARDS (2016) AND/OR ASSOCIATED AIR BALANCE COUNCIL STANDARDS

• MOST CURRENT EDITION OF ALL APPLICABLE SMACNA STANDARDS (2016)

• ANSI/ASHRAE/IESNA 90.1-2016 ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS

• ASHRAE 62.1-2013 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY

• ANSI/AWC NDS-2018

• ANSI/AWC SDPWS-2021

• ASCE 7-16 (ref. IBC Ch. 35)

• ASHRAE 55-2010 THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY

• ASHRAE 52.2-2012 METHOD OF TESTING GENERAL VENTILATION AIR-CLEANING DEVICES FOR REMOVAL EFFICIENCY BY PARTICLE SIZE

• ANSI/ASHRAE 15-2013 SAFETY STANDARD FOR REFRIGERATION SYSTEMS

• ASHRAE GUIDELINE 1.1-2007 HVAC&R TECHNICAL REQUIREMENTS FOR THE COMMISSIONING PROCESS

• ASHRAE GUIDELINE 0-2013 THE COMMISSIONING PROCESS

• ANSI/AFPA SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) (2008)

• AITC TIMBER CONSTRUCTION MANUAL, 6TH EDITION

• ACI 301-10 SPECIFICATIONS FOR STRUCTURAL CONCRETE

• ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

• USE APPLICABLE LOCAL CODES, STANDARDS, AND ORDINANCES

• ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS

• NFPA 101, 2021 EDITION, LIFE SAFETY CODE

• NFPA 72, 2019 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE

• NFPA 70, 2020 EDITION, NATIONAL ELECTRIC CODE

• NFPA 13, 2019 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• NFPA 10, 2021 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• INTERNATIONAL ENERGY CONSERVATION CODE, 2021

• NATIONAL ELECTRICAL CODE, 2020 EDITION

INTERNATIONAL FIRE CODE 2024, WITH APPENDICES

• INTERNATIONAL FUEL GAS CODE, 2021

• INTERNATIONAL PLUMBING CODE (IPC), 2021

• INTERNATIONAL MECHANICAL CODE (IMC), 2021

• NFPA 101 (LIFE SAFETY CODE) - USE WHEN IBC & IFC IS SILENT

• INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, WITH APPENDICES

• ANSI/AWC NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) (2018)

APPLICABLE CODES

CONSTRUCT NEW MULTI FAMILY HOUSING AT DEVIL'S TOWER NATIONAL MONUMENT

PROJECT SCOPE

CODE RESEARCH

FACP

T F

T.D. 2T.D. 1 T.D. 3 T.D. 6 T.D. 7 T.D. 8

ABA UNIT 1

479 SF

ABA UNIT 2

482 SF

ABA UNIT 3

482 SF

ABA UNIT 4

482 SF

ABA UNIT 5

482 SF

ABA UNIT 6

479 SFT.D. 4

FEBFEBFEBFEBFEBFEB FEB

CONCRETE PATIOS TYP, (6 TOTAL)

88 SF

LAUNDRY

76 SF

BATH

72 SF

BATH

69 SF

RISER ROOM

2% 2% 2% 2% 2% 2%

STORAGE

ACCESSIBLE SIDEWALK

LIFE SAFETY LEGEND:

1-HOUR FIRE RATED WALL

EXIT SIGN

FIRE ALARM PULL STATION

FIRE ALARM HORN

FIRE ALARM CONTROL PANEL

EMERGENCY LIGHT

SMOKE AND CARBON MONOXIDE

DETECTOR

TRAVEL DISTANCE

FIRE EXTINGUISHER & BRACKET

FLAT CEILING LIGHT

FACP

FEB

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

Au to de sk

D oc s:

//2

O H ou si ng /2

2_ H ou si ng _A

.rv t

LIFE SAFETY PLANLS102

A.LAMB

M.LAROSA

J.MORGAN

6 101

HOUSING 109

175429

228872

DEVILS TOWER NATIONAL MONUMENT02/28/2025

LS102

1 LIFE SAFETY PLAN

4 0 4 128

SCALE OF FEET

PLAN NORTH

TRAVEL DISTANCES

PATH TOTAL DISTANCE MAX

T.D. 1 47'-10" 250' T.D. 2 47'-10" 250' T.D. 3 47'-10" 250' T.D. 4 74'-10" 250' T.D. 5 47'-10" 250' T.D. 6 47'-10" 250' T.D. 7 47'-10" 250'

EXISTING

PLAY FIELD

F F

O H

OH OH OH OH OH

O H

OH OH OH

F F

EXISTING GRILL PIT

EXISTING 3-BEDROOM

HOME

EXISTING PROPANE TANK

EXISTING CONCRETE

PATIO

EXISTING CONCRETE

PORCH

EXISTING TREE COVER

EXISTING RV SPACES (4)

SPIKE SOUTH

PK NORTH 1

PK EAST

EXISTING MOBILE HOMES

ON GRAVEL PULL-THROUGH

SPACES (4)

EXISTING CONCRETE

PATCH

EXISTING CURB

AND GUTTER

EXISTING FIRE

HYDRANT

EXISTING

SIDEWALK

EXISTING

SIDEWALK

EXISTING CULVERT

EXISTING

WEATHER

STATION

CP SPIKE WEST

EXISTING CONCRETE

DUMPSTER PAD

EXISTING CONCRETE

PATIOS

SPIKE

CP PK

EXISTING FIRE

HYDRANT

EXISTING FIBER

OPTICS VAULT

EXISTING PHONE

BOX

EXISTING TRANSFORMER

AND ELECTRIC METER

EXISTING 3-BEDROOM

HOME

EXISTING CONCRETE

PORCH

EXISTING SEWER

MANHOLE

EXISTING WATER

MANHOLE

EXISTING WATER

MANHOLE

EXISTING SEWER

MANHOLE

EXISTING SEWER

MANHOLE

EXISTING

SEASONAL

HOUSING

EXISTING WATER

MANHOLE

EXISTING WATER

MANHOLE

EXISTING 4,000-GALLON

SEPTIC TANK

EXISTING

LEACH FIELD

EXISTING

ACCESS ROAD

EXISTING OVERHEAD

POWER LINES

SURVEY EXTENTS

S S

S S S

S S

S S W

W W

W T0

C E

O U

G \1

\S H

\C -E

-D

W G

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C101

L. HILL

B. SHIELDS

L. HILL

EXISTING CONDITIONS

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA02/28/2025

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7 101

175429

228872

Feet 0 30 60

LEGEND

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRAVEL

SURVEY MONUMENTS

EXISTING TREES

EXISTING MANHOLE

EXISTING FIRE HYDRANT

EXISTING POWER POLE

EXISTING STEEL POST

EXISTING CONTOUR

(MAJOR)

EXISTING CONTOUR

(MINOR)

SURVEY MONUMENTS:

NAME: SPIKE

DESCRIPTION: 60D NAIL, 1' LONG

N. 1487581.6160 E. 772691.9560

ELEV. 3868.44

NAME: PK

DESCRIPTION: MAG NAIL

N. 1487600.1330 E. 772778.1800

ELEV. 3868.40

NAME: PK NORTH 1

DESCRIPTION: MAG NAIL

N. 1487899.6970 E. 772876.5360

ELEV. 3868.21

NAME: SPIKE SOUTH

DESCRIPTION: 60D NAIL, 1' LONG

N. 1487463.9240 E. 772684.8690

ELEV. 3867.82

NAME: CP SPIKE WEST

DESCRIPTION: 60D NAIL, 1' LONG

N. 1487816.6060 E. 772659.4260

ELEV. 3868.60

NAME: CP PK

DESCRIPTION: MAG NAIL

N. 1487589.2220 E. 772731.6330

ELEV. 3868.81

NAME: PK EAST

DESCRIPTION: MAG NAIL

N. 1487976.4000 E. 773080.9400

ELEV. 3866.50

AutoCAD SHX Text M

OPTIONAL CLIN A: DEMOLISH EXISTING

SIX-PLEX, REMOVE AND DISPOSE OF

EXISTING SIDEWALKS LEADING TO

EXISTING PARKING LOT, AND REMOVE

AND DEMOLISH EXISTING GRILL PIT

EXISTING WEATHER

STATION TO REMAIN

EXISTING

PLAY FIELD

EXISTING CONCRETE

DUMPSTER PAD TO REMAIN

EXISTING 3-BEDROOM

HOME TO REMAIN

EXISTING PROPANE TANK

TO REMAIN

EXISTING 3-BEDROOM

HOME TO REMAIN

EXISTING CONCRETE

PATIO TO REMAIN

EXISTING CONCRETE

PATIOS TO REMAIN

EXISTING CONCRETE

PORCH TO REMAIN

EXISTING CONCRETE

PORCH TO REMAIN

EXISTING CONCRETE

PATCH TO REMAIN

EXISTING MOBILE HOMES

(4) TO REMAIN

EXISTING RV SPACES (4)

TO REMAIN

SURVEY EXTENTS

REMOVE AND REPLACE

ASPHALT FOR 10' WIDTH

UTILITY TRENCH

REMOVE AND REPLACE

GRAVEL FOR 10' WIDTH

UTILITY TRENCH

LIMITS OF DISTURBANCE

AND BOUNDARIES OF SILT

FENCE (SEE DETAIL 01 ON

SHEET C203)

INSTALL TEMPORARY WATTLES

ALONG OUTER EDGE OF NEW SWALE

AND SIX-PLEX BIO-RETENTION AREA

TO PROTECT FROM RUNOFF (LENGTH

OF 600')

EXISTING PARKING SPACES,

CURB AND GUTTER, AND

SIDEWALK TO REMAIN

IF OPTIONAL CLIN A IS

SELECTED, SAWCUT AND

SALVAGE SIDEWALK

ADJACENT TO PARKING

AREA

W T0

C E

O U

G \1

\S H

\C -D

-D

W G

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C102

L. HILL

B. SHIELDS

L. HILL

CIVIL DEMOLITION AND

EROSION CONTROL

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF8 101

Feet 0 30 60

NOTES:

1. PROTECT ALL EXISTING TREES IN PLACE BY

INSTALLING FENCING AROUND THE PERIMETER OF

THE ROOT ZONE.

2. THE NORTHERN LONG-EARED BAT PUP REARING

SEASON IS APPROXIMATELY JUNE 1 THROUGH JULY

31. TREE REMOVAL SHALL NOT OCCUR DURING THIS

TIME.

3. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL

UTILITIES. CONTACT WYOMING ONE-CALL AT

1-800-849-2476 AT LEAST 48 HOURS PRIOR TO

EXCAVATION.

LEGEND

EXISTING ASPHALT TO

REMAIN

ASPHALT REMOVAL AREA

EXISTING CONCRETE TO

REMAIN

CONCRETE REMOVAL

AREA

EXISTING GRAVEL TO

REMAIN

GRAVEL REMOVAL AREA

TREE - SEE NOTES 1 & 2

02/28/2025

175429

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OPTIONAL CLIN A: DEMOLISH EXISTING SIX-PLEX ADDITIONAL

NOTES:

ASBESTOS HOUSING NOTES:

ACM = ASBESTOS CONTAINING MATERIAL

1. ALL WORK ASSOCIATED WITH THE REMOVAL,

HANDLING, TRANSPORT, AND DISPOSAL OF ACM SHALL

BE CONDUCTED BY A PROPERLY ACCREDITED

ASBESTOS ABATEMENT CONTRACTOR.

LEAD BASED PAINT NOTES:

LBP = LEAD BASED PAINT

LCP = LEAD CONTAINING PAINT

LCM = LEAD CONTAINING MATERIALS

1. ALL WORK ASSOCIATED WITH THE REMOVAL,

HANDLING, TRANSPORT, AND DISPOSAL OF LBP OR LBP

COMPONENTS SHALL BE CONDUCTED BY A PROPERLY

LICENSED/ACCREDITED LEAD ABATEMENT

CONTRACTOR IN ACCORDANCE WITH OSHA LEAD

CONSTRUCTION STANDARD AT 29 CFR 1926.62 AND EPA

40 CFR 745 ESPECIALLY SUBPART L.

2. THE CONTRACTOR PERFORMING DEMOLITION OF

SURFACES TESTING IS RESPONSIBLE FOR

COMPLIANCE WITH THE OSHA LEAD IN CONSTRUCTION

STANDARD AT 29 CRF 1926.62.

REFER TO THE HAZARDOUS MATERIALS REPORT FOR MORE

DETAILED INFORMATION.

W W

S S

S S S

W W

S S

SSS

S S

W W

E E

F F

O H

OH OH OH OH OH

O H

OH OH OH

EXISTING FIBER

OPTICS VAULT TO

REMAIN

EXISTING PHONE

BOX TO REMAIN

EXISTING TRANSFORMER

AND ELECTRIC METER TO

REMAIN

ABANDON EXISTING

LEACH FIELD IN PLACE

REMOVE AND REPLACE

EXISTING 4,000 - GALLON

SEPTIC TANK WITH NEW

8,000-GALLON SEPTIC TANK

EXISTING SEWER

MANHOLE TO REMAIN

EXISTING WEATHER

STATION TO REMAIN EXISTING WATER MANHOLE TO REMAIN. IF

OPTIONAL CLIN A IS SELECTED, CLOSE

VALVE TO EXISTING SIX-PLEX

EXISTING WATER

MANHOLE TO REMAIN

F F

EXISTING FIRE

HYDRANT TO REMAIN

EXISTING FIRE

HYDRANT TO REMAIN

IF OPTIONAL CLIN A IS SELECTED,

REMOVE AND DISPOSE OF

EXISTING SEWER CLEANOUTS

EXISTING SEWER

MANHOLE TO REMAIN

IF OPTIONAL CLIN A IS SELECTED,

REMOVE AND DISPOSE OF

EXISTING WATER MANHOLES

IF OPTIONAL CLIN A IS SELECTED,

REMOVE AND DISPOSE OF

EXISTING CURB STOP

EXISTING PROPANE TANK

TO REMAIN

REPLACE

EXISTING 6"

SEWER

EXISTING 6"

SEWER LINE

EXISTING 6"

DUCTILE IRON

S S

ABANDON EXISTING LEACH

FIELD DISTRIBUTION LINES

IN PLACE

EXISTING 6"

SEWER LINE

EXISTING 6"

SEWER LINE

EXISTING 6"

SEWER LINE

EXISTING 1"

GALVANIZED

EXISTING SEWER

MANHOLE TO REMAIN

EXISTING CULVERT

TO REMAIN

S S

IF OPTIONAL CLIN A IS SELECTED,

ABANDON EXISTING 6" SEWER LINE

IN PLACE FROM CLEANOUTS TO

EXSTING RV HOOKUP LATERAL

REMOVE PREVIOUSLY

ABANDONED 4,000-GALLON

SEPTIC TANK (LOCATION

UNKNOWN)

SURVEY EXTENTS

LIMITS OF DISTURBANCE

W T0

C E

O U

G \1

\S H

\C -D

-U

-D

W G

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C103

L. HILL

B. SHIELDS

L. HILL

UTILITY DEMOLITION

PLAN

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF9 101

Feet 0 30 60

NOTES:

1. UNDERGROUND UTILITY LOCATIONS NOT CONFIRMED

THROUGH SURVEY OR EXPLORATORY EXCAVATION.

CONTRACTOR SHALL PERFORM EXPLORATORY

EXCAVATION AS REQUIRED TO VERIFY LOCATIONS OF

ALL UTILITIES. CONTACT WYOMING ONE-CALL AT

1-800-849-2476 AT LEAST 48 HOURS PRIOR TO

EXCAVATION.

2. SURFACE ITEMS CALLED OUT FOR REMOVAL SHALL BE

REMOVED TO 2' BELOW GRADE. BURIED UTILITIES IN

DIRECT CONFLICT WITH WORK SHALL BE REMOVED.

3. SEWER LINES CALLED FOR ABANDONMENT SHALL BE

FILLED WITH FLOWABLE FILL.

4. MAXIMUM TRENCH WIDTH FOR UTILITIES IN EXISTING

PAVED AREAS SHALL BE 10'.

5. SIZE AND MATERIAL OF EXISTING SEWER AND WATER

LINES UNKNOWN UNLESS OTHERWISE NOTED.

6. REMOVAL OF THE ABANDONED SEPTIC TANK AND THE

ABANDONMENT OF THE EXISTING LEACH FIELD SHALL

BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND

LOCAL CODES AND STANDARDS.

W W

S S

F F

LEGEND

MANHOLE

FIRE HYDRANT

HOSE BIBB

VALVE

METER

SEWER CLEANOUT

RV SEWER HOOKUP

RV ELECTRICAL HOOKUP

POWER POLE

STEEL POST

TREE

EXISTING WATER LINE TO

REMAIN FUNCTIONAL

REMOVE EXISTING WATER LINE -

SEE NOTE 1

EXISTING SEWER LINE TO

REMAIN FUNCTIONAL

ABANDON EXISTING SEWER LINE

- SEE NOTES 1, 2, & 3

REMOVE EXISTING SEWER LINE -

SEE NOTE 1

EXISTING OVERHEAD

ELECTRICAL LINE

EXISTING FIBER OPTICS LINE

S S

02/28/2025

175429

228872

AutoCAD SHX Text M

EXISTING 3-BEDROOM

HOME

SPIKE

CP PK

EXISTING WEATHER

STATION

EXISTING FIBER OPTICS VAULT

AND PHONE BOX

EXISTING CONCRETE

PATCH

EXISTING CONCRETE

PATIO

EXISTING 3-BEDROOM

HOME

EXISTING PROPANE

TANK

EXISTING CONCRETE

PATIOS

EXISTING CONCRETE

PORCH

EXISTING CONCRETE

PORCH

NEW SIX-PLEX STORMWATER

BIO-RETENTION AREA, SEE

SHEETS C108 AND C109

OPTIONAL CLIN C: COMMUNITY GATHERING AREA

WITH 5' SIDEWALKS. REQUIRES OPTIONAL CLIN A:

DEMOLISH EXISTING SIX-PLEX TO BE SELECTED.

SEE SHEET C110 FOR LAYOUT AND GRADING PLAN.

CP SPIKE WEST

SPIKE SOUTH

PK NORTH 1

EXISTING CONCRETE

DUMPSTER PAD

PK EAST

EXISTING RV SPACES (4)

TO REMAIN

EXISTING FIRE HYDRANT

TO REMAIN

VAN ACCESSIBLE ABA

PARKING SIGN

NEW PARKING SPACES (14): (8) STANDARD

10'x20' SPACES, (5) 15'x20' ABA SPACES, AND (1)

16'x20' VAN ACCESSIBLE ABA SPACE. INSTALL

PARKING BLOCK ALONG EDGE OF PAVEMENT.

NEW 6' CROSSWALK PAINT

MARKINGS ON EXISTING ASPHALT,

ONLY TO BE ADDED IF OPTIONAL

CLIN C IS SELECTED. SEE DETAIL 2

ON SHEET C202.

NEW SIDEWALK

WITH 5' WIDTH

NEW SIX-PLEX

NEW SIDEWALK

WITH 3' WIDTH

REMOVE AND REPLACE

ASPHALT FOR 10' WIDTH

UTILITY TRENCH

EXISTING MOBILE HOMES

ON GRAVEL PULL-THROUGH

SPACES (4) TO REMAIN

REMOVE AND REPLACE

GRAVEL FOR 10' WIDTH

UTILITY TRENCH

ACCESSIBLE ABA

PARKING SIGN (5)

EXISTING FIRE

HYDRANT TO REMAIN

EXISTING ACCESS

ROAD

SURVEY EXTENTS

EXISTING SIX-PLEX TO REMAIN.

OPTIONAL CLIN A: DEMOLISH

EXISTING SIX-PLEX.

MATCH NEW ASPHALT

SURFACE TO EXISTING

TOP OF ASPHALT TO

MATCH TOP OF SIDEWALK

CONCRETE PATIOS (6),

7' X 10'

NEW 5' WIDE DETECTABLE WARNING

SURFACES (2) INSTALLED AT EDGE

OF ROADWAY AND SIDEWALK ON

EITHER SIDE OF CROSSWALK, ONLY

TO BE ADDED IF OPTIONAL CLIN C IS

SELECTED. SEE DETAIL 3 ON SHEET

C203

NEW 5' WIDE DETECTABLE WARNING

SURFACES INSTALLED AT HEAD OF

ACCESSIBLE PARKING ACCESS AISLES (5)

WHERE THE ASPHALT MEETS THE

SIDEWALK. SEE DETAIL 3 ON SHEET C203

W T0

C E

O U

G \1

\S H

\C -S

E-

W G

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C104

L. HILL

B. SHIELDS

L. HILL

CIVIL SITE PLAN

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF10 101

Feet 0 30 60

NOTES:

1. ALL DISTURBED UNPAVED AREAS WITHIN LIMITS OF

DISTURBANCE SHALL BE RESEEDED PER THE

SPECIFICATIONS.

2. GRASS SEED WILL BE FURNISHED AND INSTALLED BY

THE CONTRACTOR. SEED MIX MUST BE APPROVED BY

THE PARK.

3. SURFACE QUANTITIES LISTED IN THE LEGEND DO NOT

INCLUDE ASPHALT/GRAVEL SURFACING REPAIR

REQUIRED FOR UTILITY TRENCHES.

4. ALL TREES ARE TO BE LEFT IN PLACE AND

UNDAMAGED.

LEGEND

EXISTING ASPHALT TO

REMAIN

NEW ASPHALT PAVEMENT: 415 SQ YD.

EXISTING CONCRETE TO

REMAIN

NEW CONCRETE SIX-PLEX SIDEWALK:

195 SQ YD.

OPTIONAL CLIN C

SIDEWALK: 85 SQ YD.

EXISTING GRAVEL TO

REMAIN

NEW GRAVEL

SURVEY MONUMENTS

EXISTING TREE

EXISTING POWER POLE

SURVEY MONUMENTS:

NAME: SPIKE

DESCRIPTION: 60D NAIL, 1' LONG

N. 1487581.6160 E. 772691.9560

ELEV. 3868.44

NAME: PK

DESCRIPTION: MAG NAIL

N. 1487600.1330 E. 772778.1800

ELEV. 3868.40

NAME: PK NORTH 1

DESCRIPTION: MAG NAIL

N. 1487899.6970 E. 772876.5360

ELEV. 3868.21

NAME: SPIKE SOUTH

DESCRIPTION: 60D NAIL, 1' LONG

N. 1487463.9240 E. 772684.8690

ELEV. 3867.82

NAME: CP SPIKE WEST

DESCRIPTION: 60D NAIL, 1' LONG

N. 1487816.6060 E. 772659.4260

ELEV. 3868.60

NAME: CP PK

DESCRIPTION: MAG NAIL

N. 1487589.2220 E. 772731.6330

ELEV. 3868.81

NAME: PK EAST

DESCRIPTION: MAG NAIL

N. 1487976.4000 E. 773080.9400

ELEV. 3866.50

02/28/2025

175429

228872

SPIKE

CP PK

EXISTING WEATHER

STATION

EXISTING 3-BEDROOM

HOME

EXISTING PROPANE

TANK

EXISTING 3-BEDROOM

HOME

EXISTING CONCRETE

PORCH

NEW STORMWATER

BIO-RETENTION AREA

AND SWALE, SEE

SHEET C108

OPTIONAL CLIN C: COMMUNITY GATHERING

PLACE WITH 5' SIDEWALKS. REQUIRES

OPTIONAL CLIN A: DEMOLISH EXISTING

SIX-PLEX TO BE SELECTED. SEE SHEET

C110 FOR LAYOUT AND GRADING PLAN.

CP SPIKE WEST

SPIKE SOUTH

PK NORTH 1

PK EAST

NEW SIX-PLEX

8 9

EXISTING MOBILE

HOMES (4)

SURVEY

BOUNDARIES

EXISTING RV SPACES (4)

Construction Points Table

Point #

Elevation

3867.77

3867.55

3866.92

3866.96

3867.00

3866.89

3866.84

3866.55

3866.24

3866.28

3866.55

3866.76

3867.55

3867.73

Northing

1487896.58

1487875.59

1487897.60

1487896.01

1487897.86

1487926.20

1487928.05

1487930.50

1487932.98

1487957.63

1487957.41

1487937.57

1487933.79

1487908.63

1487882.46

1487899.51

Easting

772901.35

772914.24

772950.10

772950.58

772956.64

773049.24

773055.30

773054.55

773074.09

773070.97

773067.97

773070.49

773040.73

772958.49

772915.88

772905.42

W T0

C E

O U

G \1

\S H

\C -L

U T-

W G

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C105

L. HILL

B. SHIELDS

L. HILL

CONSTRUCTION POINT

LAYOUT

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF11 101

Feet 0 30 60

NOTES:

1. ALL UNPAVED AREAS WITHIN LIMITS OF DISTURBANCE

SHALL BE RESEEDED PER THE SPECIFICATIONS.

2. GRASS SEED WILL BE FURNISHED AND INSTALLED BY

THE CONTRACTOR. SEED MIX MUST BE APPROVED BY

THE PARK.

LEGEND

EXISTING ASPHALT TO

REMAIN

NEW ASPHALT

EXISTING CONCRETE TO

REMAIN

NEW CONCRETE

EXISTING GRAVEL TO

REMAIN

SURVEY MONUMENTS

EXISTING TREE

EXISTING POWER POLE

CONSTRUCTION POINT

SURVEY MONUMENTS:

NAME: SPIKE

DESCRIPTION: 60D NAIL, 1' LONG

N. 1487581.6160 E. 772691.9560

ELEV. 3868.44

NAME: PK

DESCRIPTION: MAG NAIL

N. 1487600.1330 E. 772778.1800

ELEV. 3868.40

NAME: PK NORTH 1

DESCRIPTION: MAG NAIL

N. 1487899.6970 E. 772876.5360

ELEV. 3868.21

NAME: SPIKE SOUTH

DESCRIPTION: 60D NAIL, 1' LONG

N. 1487463.9240 E. 772684.8690

ELEV. 3867.82

NAME: CP SPIKE WEST

DESCRIPTION: 60D NAIL, 1' LONG

N. 1487816.6060 E. 772659.4260

ELEV. 3868.60

NAME: CP PK

DESCRIPTION: MAG NAIL

N. 1487589.2220 E. 772731.6330

ELEV. 3868.81

NAME: PK EAST

DESCRIPTION: MAG NAIL

N. 1487976.4000 E. 773080.9400

ELEV. 3866.50

02/28/2025

175429

FINISH ELEVATION OF

SIX-PLEX = 3867.15'.

REMOVE SOIL 5' BELOW

SLAB AND REPLACE

WITH STRUCTURAL FILL.

SEE SHEET C107.

OPTIONAL CLIN C: COMMUNITY GATHERING AREA

WITH 5' SIDEWALKS. REQUIRES OPTIONAL CLIN A:

DEMOLISH EXISTING SIX-PLEX TO BE SELECTED. SEE

SHEET C110 FOR LAYOUT AND GRADING PLAN.

NEW SIX-PLEX STORMWATER

BIO-RETENTION AREA, MIN

STORAGE VOLUME = 118 CY.

SEE SHEETS C108 AND C109

EXTENTS OF SIX-PLEX AND

PARKING LOT GRADING

386338

W T0

C E

O U

G \1

\S H

\C -G

-D

W G

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C106

L. HILL

B. SHIELDS

L. HILL

CIVIL GRADING PLAN

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF12 101

Feet 0 20 40

NOTES:

1. REMOVE SOIL 5' BELOW BUILDING SLAB AND REPLACE

WITH STRUCTURAL FILL. SEE GEOTECHNICAL REPORT

FOR FURTHER DETAILS.

2. NEW PAVEMENT AND SIDEWALK SHALL HAVE A

MAXIMUM RUNNING SLOPE OF 4% AND A MAXIMUM

CROSS SLOPE OF 1.5% IN ACCESSIBLE PATHS.

3. NEW GRADING IS SHOWN IN 0.1 FT CONTOURS WITH

THE EXCEPTION OF THE STORMWATER

BIO-RETENTION AREA, WHICH IS SHOWN IN 1 FT

CONTOURS FOR CLARITY.

02/28/2025

175429

228872

LEGEND

PROPOSED CONTOUR (MAJOR)3870

PROPOSED CONTOUR (MINOR)3869

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

BASE BID CUT/FILL VOLUMES:

SIX PLEX

CUT: 245.04 CY

FILL: 15.65 CY

NET: 229.39 (CUT)

OVEREXCAVATION: 1135.58 CY (CUT)

SIX-PLEX BIO-RETENTION AREA

CUT: 182.37 CY

FILL: 14.99 CY

NET: 167.38 CY (CUT)

TOTAL:

CUT: 427.41 CY

FILL: 30.64 CY

NET: 396.77 CY (CUT)

OVEREXCAVATION: 1135.58 CY (CUT)

OPTIONAL CLIN C: COMMUNITY GATHERING AREA CUT/FILL

VOLUMES:

TOTAL:

CUT: 40.15 CY

FILL: 4.39 CY

NET: 35.76 CY (CUT)

OVEREXCAVATION: 249.60 CY

CUT/FILL NOTES:

1. CUT/FILL QUANTITIES DO NOT HAVE A SHRINK

FACTOR APPLIED.

2. CUT/FILL QUANTITIES FOR THE SIX-PLEX INCLUDES

SITE GRADING FOR THE SIX-PLEX AND ITS ATTACHED

SIDEWALK, PARKING LOT, AND PATIOS.

3. CUT/FILL QUANTITIES FOR THE COMMUNITY

GATHERING AREA INCLUDE THE COMMUNITY

GATHERING AREA AND ITS ATTACHED SIDEWALKS.

4. CUT/FILL QUANTITIES FOR THE BUILDINGS ONLY

INCLUDE SITE GRADING. VOLUMES FOR ALL ASPHALT

AND CONCRETE SURFACING INCLUDE BOTH SITE

GRADING AND SUBGRADE EXCAVATION.

5. CUT/FILL QUANTITIES FOR THE BIO-RETENTION AREA

INCLUDES SITE GRADING FOR FINISH GRADE OF

POND AND SWALE, AND EXCAVATION FOR

INSTALLATION OF UNDERGROUND STORAGE.

6. OVEREXCAVATION QUANTITIES INCLUDE THE

ADDITIONAL 5' OF SOIL REMOVAL UNDERNEATH

BUILDINGS, AND ADDITIONAL SOIL REMOVAL

UNDERNEATH ALL NEW PAVEMENT AS SHOWN ON

THE DETAILS ON SHEET C201.

.0 38

3866.5

3867.0

3866.4

3866.63866.73866.83866.9

-1.6%

-0.

-1 .5

-2 .8

-1.3%

-3.3%

-1 .5

-0.9%

-1.7%

-1 .3

FFE OF SIX-PLEX = 3867.15'

REMOVE SOIL 5' BELOW SLAB

AND REPLACE WITH STRUCTURAL FILL

-1.5%

-1 .2

-1 .4

-1 .0

-2 .0

-2.0%

-2 .0

-2.0%

-2.5%

EL:3866.50

3867.1

2% AWAY FROM BUILDING

MINIMUM OF 6', UP TO

APPROX. 10'

3867.0

3867.1

MATCH EXISTING ASPHALT

ROAD ELEVATIONS

MAXIMUM WATER

ELEVATION = 3866'

-10.0%

-6.5%

-4.1%

2'-3"

7' X 10' PATIOS (6), SLOPED

2% AWAY FROM BUILDING.

EDGE OF PATIO TO MATCH

GROUND SURFACE.

EL:3867.00

EXISTING 12" CULVERT

6'-4" 1'-8"

2'-3"

6'-4"

2'-7"

CONSTRUCTION POINTS TABLE

POINT #

DESCRIPTION

NORTHWEST OUTSIDE

CORNER OF SIX-PLEX

FOUNDATION STEM WALL

NORTHEAST OUTSIDE

CORNER OF SIX-PLEX

FOUNDATION STEM WALL

SOUTHWEST OUTSIDE

CORNER OF

WESTERN-MOST CONCRETE

PATIO

WEST SIDE MIDDLE OF

SIDEWALK AT TIE-IN POINT

WITH EXISTING ASPHALT

ROAD.

WEST SIDE MIDDLE OF

SIDEWALK 90-DEGREE TURN

EAST SIDE MIDDLE OF

SIDEWALK AT TIE-IN POINT

WITH EXISTING ASPHALT

ROAD.

EAST SIDE MIDDLE OF

SIDEWALK 90-DEGREE TURN

NORTHING

1487893.50

1487926.27

1487850.78

1487898.04

1487879.03

1487957.52

1487935.28

EASTING

772950.05

773057.15

772963.12

772903.38

772915.06

773069.47

773072.29

ELEVATION

3867.15

3867.01

3867.75

3867.59

3866.26

3866.54

W T0

C E

O U

G \1

\S H

\C -G

-D

.D W

G 2/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C107

L. HILL

B. SHIELDS

L. HILL

SIX-PLEX GRADING PLAN

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF13 101

Feet 0 10 20

LEGEND

PROPOSED CONTOUR (MAJOR)3870

PROPOSED CONTOUR (MINOR)3869

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

02/28/2025

175429

OVERFLOW

ELEV = 3866

-1.5%

-1 .2

-1 .4

-1 .0

-2 .0

-2.0%

-2 .0

-2.0%

-2.5%

0+00

0+98

3+03

2+00

3+00

EL:3866.50

START OF SWALE

STA: 1+03.00

ELEV = 3867.00'

N = 1487888.91 E = 772943.09

STA: 1+50.00

ELEV = 3866.61'

N = 1487847.19 E = 772959.37

STA: 2+00.00

ELEV = 3866.18'

N = 1487859.06

E = 773007.81

STA: 2+50.00

ELEV = 3865.76'

N = 1487873.66

E = 773055.61

END OF SWALE

STA: 2+80.45

ELEV = 3865.50'

N = 1487885.77 E = 773083.24

GRADE SOUTH SIDE WALL OF

SWALE UP TO ELEV = 3866.50'

FROM STA: 2+19.79 TO 2+72.01

AND CONSTRUCT A 3' WIDE BERM

2% AWAY FROM BUILDING

MINIMUM OF 6', UP TO

APPROX. 10'

3867.0

3867.1

MAXIMUM WATER

ELEVATION = 3866'

EXISTING 12" CULVERT

INV = ~3863.7'

R#1 R=5.0' R#2

R=5.0'

R#3 R=10.5'

STA: 0+26.13

ELEV = 3864.00'

N = 1487937.22 E = 773087.21

BOTTOM WIDTH = 4.0'

STA: 0+37.77

ELEV = 3864.00'

N = 1487927.54

E = 773080.75

BOTTOM WIDTH = 2.0'

STA: 0+49.30

ELEV = 3864.00'

N = 1487916.15

E = 773078.93

BOTTOM WIDTH = 2.0'

STA: 0+89.51

ELEV = 3865.00'

N = 1487885.71 E = 773100.10

BOTTOM WIDTH = 2.0'

STA: 0+75.91

ELEV = 3865.00'

N = 1487891.07 E = 773087.60

BOTTOM WIDTH = 10.9'

SIX-PLEX BIO-RETENTION AREA

WITH 80 CY OF ABOVEGROUND

STORAGE AND 38 CY OF

UNDERGROUND STORAGE

(118 CY TOTAL)

STA: 0+62.61

ELEV = 3864.51'

N = 1487903.94 E = 773084.24

BOTTOM WIDTH = 8.1'

SWALE WITH 1'

BOTTOM WIDTH AND

SIDE WALLS AT 3:1

1' ROCK RIPRAP LAYER FROM END OF

SWALE TO POND BOTTOM WITH MIRAFI

180N GEOTEXTILE FABRIC OR APPROVED

EQUAL UNDERNEATH. 3' WIDTH

CENTERED ON SWALE, CONTINUE 1.5'

PAST TOE OF THE SLOPE.

-10.0%

-6.5%

-4.1%

3864.5

3865.0

3865.5

3866.0 3866.5

3864.5 3865.0

3865.5

3866.0

3866.03866.5

3866.5

7' X 10' PATIOS (6), SLOPED

2% AWAY FROM BUILDING.

EDGE OF PATIO TO MATCH

GROUND SURFACE.

STA: 2+18.14

ELEV = 3866.03'

N = 1487863.73

E = 773025.33

STA: 2+72.00

ELEV = 3865.57'

N = 1487880.84

E = 773076.39

STA: 2+81.90

ELEV = 3865.00'

N = 1487886.64 E = 773084.39

STA: 2+92.84

ELEV = 3865.00'

N = 1487895.50 E = 773090.82

RADIUS POINTS TABLE

POINT #

R#1

R#2

R#3

NORTHING

1487944.76

1487940.92

1487857.54

EASTING

773090.76

773102.61

772961.08

W T0

C E

O U

G \1

\S H

\C -G

-D

.D W

G 2/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C108

L. HILL

B. SHIELDS

L. HILL

SIX-PLEX BIO-RETENTION

AREA GRADING PLAN

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF14 101

Feet 0 10 20

LEGEND

PROPOSED CONTOUR (MAJOR)3870

PROPOSED CONTOUR (MINOR)3869

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

02/28/2025

175429

228872

NOTES:

1. PROFILES FOR A-A', B-B', AND C-C'

INCLUDED ON SHEET C109.

2. ALL CUT AND FILL SLOPES ARE 3:1

UNLESS OTHERWISE NOTED.

ELEVATIO

STATION

SIX-PLEX BIO-RETENTION AREA NORTH TO SOUTH (A-A')

0+00 0+98

MAINTAIN EXISTING ELEVATION

OF 3866.00' FOR OVERFLOW

EXISTING GROUND SURFACE

MAXIMUM WATER SURFACE

ELEV = 3866.00'

STA: 0+04.37 TO 0+49.30

POND BOTTOM ELEV = 3864.00'

STA: 0+49.30 TO 0+75.91

TRANSITION POND BOTTOM

ELEV FROM 3864.00' TO 3865.00'

STA: 0+75.91 TO 0+89.51

POND BOTTOM ELEV = 3865.00'

1' SOIL FILTER LAYER

WITH ORGANICS

3' ROCK STORAGE

LAYER

WRAP ROCK STORAGE

LAYER WITH MIRAFI 180N

GEOTEXTILE FABRIC OR

APPROVED EQUAL

ELEVATIO

STATION

SIX-PLEX SWALE AND BIO-RETENTION AREA WEST TO EAST (B-B')

1+00 2+00 3+003+03

1.5"'

START OF SWALE

STA: 1+03.00

ELEV = 3867.00'

N = 1487888.91 E = 772943.09

STA: 1+50.00

ELEV = 3866.61'

N = 1487847.19

E = 772959.37

STA: 2+00.00

ELEV = 3866.18'

N = 1487859.06

E = 773007.81

STA: 2+50.00

ELEV = 3865.76'

N = 1487873.66

E = 773055.61

END OF SWALE

STA: 2+80.45

ELEV = 3865.50'

N = 1487885.77

E = 773083.24

SWALE WITH BOTTOM

SLOPE OF 0.85%

1' ROCK RIPRAP LAYER FROM END OF

SWALE TO POND BOTTOM WITH MIRAFI

180N GEOTEXTILE FABRIC OR APPROVED

EQUAL UNDERNEATH. CONTINUE 1.5'

PAST TOE OF THE SLOPE.

STA: 2+18.14

ELEV = 3866.03'

N = 1487863.73

E = 773025.33

STA: 2+72.00

ELEV = 3865.57'

N = 1487880.84

E = 773076.39

STA: 2+81.90

ELEV = 3865.00'

N = 1487886.64 E = 773084.39

STA: 2+92.84

ELEV = 3865.00'

N = 1487895.50 E = 773090.82

ELEVATIO

STATION

SIX PLEX SWALE CROSS SECTION C-C' PROFILE

4+00 4+23

1.0"'

3.0"'

2% AWAY FROM

BUILDING

EXISTING GROUND

SURFACE

GRADE SIDE WALL OF SWALE UP

TO ELEV = 3866.50' FROM STA:

2+19.79 TO 2+72.01

W T0

C E

O U

G \1

\S H

\C -G

-D

.D W

G 2/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C109

L. HILL

B. SHIELDS

L. HILL

SIX-PLEX BIO-RETENTION

AREA PROFILES

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF15 101

LEGEND

PROPOSED CONTOUR (MAJOR)3870

PROPOSED CONTOUR (MINOR)3869

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

02/28/2025

175429

228872

FULL SIZE (22X34)

HORZ: 1" = 10'

VERT: 1" = 2'

HALF SIZE (11X17)

HORZ: 1" = 20'

VERT: 1" = 4'

FULL SIZE (22X34)

HORZ: 1" = 10'

VERT: 1" = 2'

HALF SIZE (11X17)

HORZ: 1" = 20'

VERT: 1" = 4'

FULL SIZE (22X34)

HORZ: 1" = 5'

VERT: 1" = 1'

HALF SIZE (11X17)

HORZ: 1" = 10'

VERT: 1" = 2'

NOTES:

1. ROCK RIPRAP SHALL BE ANGULAR BETWEEN

3-INCH TO 6-INCH IN DIAMETER, WITH 50%

BEING 6-INCH.

-1.5%

-2 .0

-2.0%

-6.5%

NEW SIDEWALK WITH 5' WIDTH.

3" THICK LANDSCAPE ROCK FOR 1'

ON EITHER SIDE, AT EQUAL

ELEVATION OF EDGE OF SIDEWALK. R#3

R=23'

R#1 R=35'

R#2 R=30'

R#4 R=18'

-0 .5

-2.8%

-2.7%

-0.2%

-0.7%

-2.6%

-10.0%

10.0%

-10.0%

-2 5.

0% -1

-10.0%

FFE OF COMMUNITY GATHERING

STRUCTURE = 3869.30'

REMOVE SOIL 5' BELOW SLAB

AND REPLACE WITH

STRUCTURAL FILL

NEW 6' CROSSWALK

PAINT MARKINGS ON

EXISTING ASPHALT, SEE

DETAIL 2 ON SHEET C202.

3869.5

3869.3

3869.4

3869.5

3868.5

-10.0%

3868.5

3869.0

FOR EAST, SOUTH, AND WEST SIDE

OF THE BUILDING, GRADE 2% AWAY

FROM BUILDING FOR 3'

MATCH EXISTING

SIDEWALK ELEVATIONS

MATCH EXISTING ASPHALT

ROAD ELEVATIONS

NEW 5' WIDE DETECTABLE

WARNING SURFACES (2)

INSTALLED AT EDGE OF

ROADWAY AND SIDEWALK ON

EITHER SIDE OF CROSSWALK.

SEE DETAIL 3 ON SHEET C203

SIDEWALK RADIUS POINTS TABLE

POINT #

NORTHING

1487878.65

1487907.38

EASTING

772821.43

772850.21

SIDEWALK CONSTRUCTION POINTS

TABLE

POINT #

ELEVATION

3868.97

3869.09

3869.28

3869.30

3868.99

3869.09

3869.28

3869.30

3869.24

3868.22

3868.12

3868.03

3869.30

3869.23

3868.22

3868.12

3868.03

NORTHING

1487845.11

1487869.07

1487909.64

1487911.19

1487851.01

1487870.44

1487905.21

1487906.76

1487898.58

1487896.69

1487890.11

1487907.31

1487915.54

1487900.90

1487899.01

1487893.86

1487911.16

1487919.49

EASTING

772794.59

772787.77

772805.17

772808.12

772798.10

772792.58

772807.49

772810.44

772828.85

772829.84

772865.40

772884.96

772895.57

772833.28

772834.27

772862.10

772881.77

772892.50

COMMUNITY GATHERING AREA

CONSTRUCTION POINTS TABLE

POINT #

DESCRIPTION

SOUTHWEST OUTSIDE

CORNER OF COMMUNITY

GATHERING AREA

FOUNDATION STEM WALL

SOUTHEAST OUTSIDE

CORNER OF COMMUNITY

GATHERING AREA

FOUNDATION STEM WALL

NORTHING

1487892.77

1487906.71

EASTING

772817.78

772844.35

W T0

C E

O U

G \1

\S H

\C -C

O M

M U

Y G

G P

W G

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C110

L. HILL

B. SHIELDS

L. HILL

OPTIONAL CLIN C

GRADING PLAN

LOCATION WITHIN PARK

TITLE OF SHEET

HOUSING SITE

DEVILS TOWER HOUSING AREA

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

DRAWING NO.

PMIS/PKG NO.

SHEET

OF16 101

Feet 0 10 20

LEGEND

PROPOSED CONTOUR (MAJOR)3870

PROPOSED CONTOUR (MINOR)3869

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

02/28/2025

175429

228872

NOTES:

1. THIS SHEET SHALL ONLY BE USED IF OPTIONAL

CLIN C: COMMUNITY GATHERING AREA IS

SELECTED. SELECTION OF THIS OPTIONAL CLIN

ALSO REQUIRES THE SELECTION OF OPTIONAL CLIN

A: DEMOLISH EXISTING SIX-PLEX

W W

BFP

W W W W

W W W W W W W

W W

E E E E E E

E E

E E E

E E

F F

O H

OH OH OH OH OH

O H

OH OH OH

F F

S S S

S S

S S S

S S

SSS

S S

S S S S S S S S

REMOVE EXISTING

4,000-GALLON SEPTIC

TANK AND REPLACE

WITH NEW 8,000 GALLON

SEPTIC TANK

ABANDON EXISTING

LEACH FIELD

8" PVC

3" HDPE DOMESTIC

WATER SERVICE

4" PVC FIRE

SERVICE

NEW 48" SQUARE

SEWER MANHOLE

(MH-A)

6" PVC FOR BUILDING

CONNECTION

EXISTING FIRE

HYDRANT TO

REMAIN

EXISTING FIRE

HYDRANT TO

REMAIN

8" P

NEW 48" Ø

SEWER MANHOLE

(MH-B)

NEW 48" Ø

SEWER MANHOLE

(MH-C)

EXISTING PROPANE TANK

TO REMAIN

EXISTING TRANSFORMER

AND ELECTRIC METER

EXISTING WEATHER

STATION

EXISTING FIBER OPTICS

VAULT AND PHONE BOX

TO REMAIN

NEW TRANSFORMER

NEW ELECTRIC PVC

CONDUIT TO EXISTING

PARK ADMIN BUILDING

EXISTING CULVERT

TO REMAIN

NEW LEACH FIELD

(LF-A), SEE SHEETS

C113 AND C114

EXISTING SEWER MANHOLE

(MH-D) TO REMAIN

EXISTING SEWER

MANHOLE (MH-E)

TO REMAIN

REPLACE

EXISTING 6"

SEWER LINE

WITH 8" PVC

NEW

DISTRIBUTION

BOX (DB-A)

NEW

DISTRIBUTION

BOX (DB-B)

8" PVC

NEW 48" Ø

SEWER MANHOLE

(MH-F)

NEW LEACH FIELD

(LF-B), SEE SHEETS

C113 AND C114

LIMITS OF

DISTURBANCE

INSTALL 4" WATTS 709 SERIES

DOUBLE CHECK DETECTOR

ASSEMBLY, IN BURIED VAULT

8" PVC

W T0

C E

O U

G \1

\S H

\C -U

-D

.D W

G 2/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

C111

L. HILL

B. SHIELDS

L. HILL

OVERAL…

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File details come from the government source that posted it. Updated Jun 10, 2025.