Attachment D - Drawings.pdf

Building Height: Approx. 17'-0" (Existing), 18' Addition

Number of Stories: 1 Story

Approximate Size:

Level 1 Existing: 6400 SF (Including 675 SF Remodel)

Level 1 Addition: 3684 SF

Building Total: 10,084 SF

Building Information

Drawing Index

Address: 2800 S. Platte River Drive E.

Englewood, Colorado 80110

Site Area: 11.46 Acre

Zone: I-2 (General Industrial District)

Site Information

The proposed upgrades to the Englewood Utilities building at the City of Englewood ServiCenter facility includes approximately 3,684 sf of building addition and 810 sf of existing building remodel. The primary area of remodel will be within the existing office area of the building leaving the existing fire rated assembly between the business occupancy and storage occupancy of the existing vehicle bays. There will be limited remodel within the existing vehicle bays in order to add two new sectional overhead doors along the north façade in order to create two drive-through bays. There will be site work associated with this project to provide accessible access to entrances, regraded drive access to the proposed drive through bays and a small outdoor patio area along the north side of the offices.

Scope of Work

ATC ACOUSTICAL TILE CEILING

ADJ. ADJUST(ABLE), ADJACENT

A.F.F. ABOVE FINISHED FLOOR

ALUM. ALUMINIUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT / ARCHITECTURAL

ANOD. ANODIZED

APPROV. APPROVED

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

B.M. BENCH MARK

BOT. BOTTOM

B.O. BOTTOM OF

BRG. BEARING

BSMT. BASEMENT

B.U.R. BUILT UP ROOF

CTR. CENTER, CENTERED

CIR. CIRCLE

CIRC. CIRCUMFERENCE

C.J. CONTROL JOINT

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNITS

COL. COLUMN

COMB. COMBINATION

COMP. COMPACT(ED), COMPOSITION

CONC. CONCRETE

CONT. CONTINUOUS

CONST. CONSTRUCTION

COORD. COORDINATE

CORR. CORRIDOR

CPT CARPET

C. TILE CERAMIC TILE

D. DEEP, DRYER

DBL. DOUBLE

DEMO. DEMOLITION

DEPT. DEPARTMENT

D.F. DRINKING FOUNTAIN

DTL. DETAIL

DIAG. DIAGONAL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DISPL. DISPOSAL

DIV. DIVISION

DN. DOWN

DR. DOOR

D.S. DOWN SPOUT

DWG. DRAWING

E. EAST

EA. EACH

ELEC. ELECTRIC, ELECTRICAL

ELEV. ELEVATION, ELEVATOR

EQ. EQUAL

EQMT. EQUIPMENT

E.W.C. ELECTRIC WATER COOLER

EXH. EXHAUST

EXIST., (E) EXISTING

ETR. EXISTING TO REMAIN

EXT. EXTERIOR

EXP. EXPANSION

E.J. EXPANSION JOINT

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.F.E. FINISH FLOOR ELEVATION

FIN. FINISH(ED)

FIXT. FIXTURE

FLR. FLOOR

FND. FOUNDATION

F.R. FIRE RATED

FRMG. FRAMING

FRT. FIRE RETARDANT TREATED

FRZ. FREEZER

FTG. FOOTING

FUT. FUTURE

GA. GAUGE

GALV. GALVANIZED

G.B. GRAB BAR

GRND. GROUND

G.C. GENERAL CONTRACTOR

GYP. BD. GYPSUM BOARD

H. HIGH

H.B. HOSE BIB

HC. HANDICAPPED

H.D. HEAVY DUTY

HDWR. HARDWARE

H.M. HOLLOW METAL

H.O. HOLD OPEN(S)

HORZ. HORIZONTAL

HT. HEIGHT

HTG. HEATING

I.D. INSIDE DIAMETER

INCL. INCLUDE, INCLUDING

INSUL. INSULATION, INSULATED

INT. INTERIOR

JT. JOINT

JST. JOIST

KIT. KITCHEN

L. LENGTH

LAB. LABORATORY

LAM. LAMINATE

LAV. LAVATORY

L.F. LINEAL FEET

LB., # POUND

LVR. LOUVER

MAS. MASONRY

M.O. MASONRY OPENING

MAT’L. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MED. MEDIUM

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

MM. MILLIMETER(S)

MTL. METAL

(N) NEW

N. NORTH

NEC. NECESSARY

N.I.C. NOT IN CONTRACT

NO., # NUMBER

NOM. NOMINAL

N.T.S. NOT TO SCALE

O.D. OUTSIDE DIAMETER

O.C. ON CENTER

OH. OVERHEAD

O.H. OPPOSITE HAND

OPN’G. OPENING

OPP. OPPOSITE

O.S.B. ORIENTED STRAND BOARD

PART. PARTITION, PARTICLE

PER. PERIMETER

P-LAM. PLASTIC LAMINATE

PLBG. PLUMBING

PROP. PROPERTY

P.T. PRESSURE TREATED

PT. PAINT(ED)

P. TILE PORCELAIN TILE

Q. TILE QUARRY TILE

R. RISER, RADIUS

RB. RUBBER BASE

RE. REFER TO

REC. RECESSED

REF. REFERENCE

REFL. REFLECTED

REM. REMOVE, REMOVABLE

REQ’D. REQUIRED

RET. RETURN

REV. REVISION

RM. ROOM

S. SOUTH

S.B. SPLASH BLOCK

SCHED. SCHEDULE

SECT. SECTION

S.F. SQUARE FOOT

SHWR. SHOWER

SHT. SHEET

SIM. SIMILAR

S.O.G. SLAB-ON-GRADE

S.O.G. SLAB-ON-GRADE

SPEC. SPECIFICATION

SPECS. SPECIFICATIONS

SPK. SPEAKER

SQ. SQUARE

ST. STAIN

STD. STANDARD

STL. STEEL

STR. STAIR

STRUCT. STRUCTURE, STRUCTURAL

SUSP. SUSPENDED

SYM. SYMMETRICAL

SYS. SYSTEM

T. THICK, TREAD

T.B.D. TO BE DETERMINED

TEMP. TEMPORARY, TEMPERED

T & G TONGUE AND GROOVE

T.O.__ TOP OF _____ (E.G. STEEL)

TLT. / TOIL. TOILET

T.P. TOILET PAPER

T.S. TUBE STEEL

TYP. TYPICAL

UC. UNDERCUT

U.N.O. UNLESS NOTED OTHERWISE

V.B. VAPOR BARRIER

V.C.T. VINYL COMPOSITION TILE

VENT. VENTILATOR

VERT. VERTICAL

VEST. VESTIBULE

VIN. VINYL

V.I.F. VERIFY IN FIELD

W. WIDE, WEST, WASHER

W/ WITH

W/O WITHOUT

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

WIN. WINDOW

W.R. WATER RESISTANT

WSCT. WAINSCOT

W.W.F. WELDED WIRE FABRIC

Abbreviations List

Section Detail

Building & Wall Section

Plan Detail

N

Room Name

150 SF

3A6

A 5.0x

SIM

Wall Type Identification

Elevation Level

Room Identification

Window Identification

Door Identification

Revision Tag

North Arrow

Detail Number

Sheet Number

Room Name

Room Number

Door Number

Hollow Metal

Revision Number

Spot Elevation

100'-0"

Interior Elevation

Detail Number

Sheet Number

1A

1C

1D 1B

N

Curtain Wall Storefront

C1 S1

Wall Type

Wall Width (See Type For Actual Width)

Wall

A5.0x

Optional Note

Wood

.H1 W1

Indicates True North

A 5.0x

SIM

Door Swing

Room Area

S Modifying Suffix (See Type)

View Name 1/8" = 1'-0"

Plan Identification View Name

View Scale

1. View Name 1/8" = 1'-0"

Detail Identification

View Number View Name

View Scale

A 5.0x

SIM

Level Name

Level Height

Height

Grid Lines

Existing Grid

Grid Identification

Detail Number

Sheet Number

Detail Number

Sheet Number

Level

100' - 0"

Symbols Legend

BATT INSULATION

CMU

BRICK

CONCRETE

EARTH

METAL STUD

PLYWOOD

RIGID INSULATION

STEEL

TILEGYPSUM BOARD

WOOD BLOCKING

DRAINAGE FILL

TERRAZZO

FINISH WOOD STONE

WOOD STUD

Symbols Legend

N

NTS

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111 Phone: 720.200.0630

Architect

Eidos Architects, PC

Owner Information

/9

/2

:1

:1

A

M C

U s e rs \s la g ra n g e \D o c u m e n ts

\2

E n g le w o o d S e rv iC e n te r

A s la g ra n g e e id o s a rc h

.c o m .r vt

ServiCenter - Addition City of Englewood

2800 S. Platte River Drive E. Englewood, Colorado 80110

A0.0

100% Construction Docs.

03/21/2025

Eidos Project No.24005

S e rv iC e n te r

A d d it io n E id o s P ro je c t

N o

.2

Civil Engineer

Kimley - Horn, Inc.

6200 South Syracuse Way, Suite 300 Greenwood Village, CO 80111 Phone: 303.228.2300

Structural Engineer

JVA Consulting Engineers, Inc.

1675 Larimer Street #550 Denver, CO 80202 Phone: 303.444.1951

Mechanical / Plumbing Engineer

The Ballard Group, Inc.

2525 South Wadsworth Blvd. Suite 200 Lakewood, CO 80227 Phone: 303.988.4514

Electrical / Technology Engineer

AE Design

1900 Wazee St. Suite 205 Denver, CO 80202 Phone: 303.296.3034

City of Englewood – Utilities 1000 Englewood Parkway Englewood, CO 80110 Phone: 303.762.2300

General

A0.0 Cover Sheet

A0.1 General Notes & Typical Details

A0.3 Code Plan, Analysis, & Legend

Architecture Civil

AC1.0 Site Demolition Plan

AC2.0 Site Plan

Civil

1 of 6 Cover Sheet

2 of 6 General Notes

3 of 6 Existing Conditions & Demolition Plan

4 of 6 Site Plan

5 of 6 Grading & Utility

6 of 6 Site Details

Structural

S0.0 General Notes

S0.1 3d View, Symbols & Abbreviations

S0.2 IBC 2021 Statement of Special Inspection

S1.0 Foundation Plan

S1.1 Roof Plan

S5.1 Schedules & Typical Details

S5.2 Typical & Foundation Concrete Details

S5.3 Typical & Roof Steel Details

Architecture Demolition

AD1.0 Demolition Plan

Architecture

A1.0 Floor Plans

A2.0 Exterior Elevations & Building Sections

A4.0 Wall Sections & Details

A5.0 Partition Types & Details

A5.1 Enlarged Plans & Interior Elevations

A6.0 Door, Window, & Frame Types

A6.1 Head, Jamb, & Sill Details

A7.0 Reflected Ceiling Plans

A8.0 Roof Plan & Details

AF1.0 Finish Plans, Schedules, & Details

Mechanical

M0.0 HVAC Cover Sheet

MD1.0 HVAC Demo Floor & Roof Plans

M1.0 HVAC Floor & Roof Plans

M9.0 HVAC Schedules & Details

M9.1 HVAC Details & Control Diagrams

Plumbing

P0.0 Plumbing Cover Sheet

P1.0 Plumbing Floor Plans

P8.0 Plumbing Roof Plan

P9.0 Plumbing Details & Schedules

Electrical

E0.0 Electrical Cover Sheet

E0.1 Electrical Site Plan

E1.0 Electrical Power Plan

Vicinity Map

E2.0 Electrical Lighting Plan

E6.0 Electrical One Line Diagram

E7.0 Electrical Schedules

E7.1 Electrical Panel Schedules

E8.0 Electrical Lighting Schedules

E8.1 Electrical Lighting Controls Schedules

E9.0 Electrical Lighting Compliance

Technology

T0.0 Technology Legend & Notes

T0.1 Technology Responsibility Matrix

T0.2 Technology Site Plan

T1.0 Technology Plan

T2.0 Technology RCP Plan

T3.0 Technology Enlarged Plans

T4.0 AV One-Lines

T5.0 Technology Details

T6.0 AV Details

T6.1 AV Details

T6.2 AV Details

T7.0 Technology Schedules

Mark Date Description

06/07/24 30% CD

07/19/24 60% CD

12/11/24 90% CD

03/21/25 100% CD

1. Do not scale the drawings. The Contractor shall field verify all dimensions before construction. If there are any discrepancies, the Contractor shall notify the Architect before proceeding with the Work.

2. All dimensions on the drawings are to the face of stud, masonry and foundation walls unless noted otherwise.

3. All angles shown on the plans are 90 degrees unless noted otherwise.

4. Refer to the Code Plans for fire-rated wall locations.

5. Refer to the Structural drawings for the slip joints required at all interior non-load bearing walls unless noted otherwise.

6. The Contractor shall coordinate and implement all safety measures requested and/or required by the local Fire Marshal, Health Department, Building Officials, and other authorities having jurisdiction on the project.

7. The Contractor shall maintain the security of the building and construction site throughout the entire project.

8. The Contractor shall slope all floors within a two-foot radius of a floor drain at a minimum slope of one eighth of an inch per foot to drain, unless noted otherwise.

9. The Contractor shall coordinate all items provided or installed by the Owner or the Owner's Subcontractors so work on those contracts and this may be carried out smoothly.

10. The Contractor shall provide the blocking/backing in walls as required to support all wall-hung accessories, hardware, and cabinets.

11. Wood blocking in the exterior walls and roof assemblies, where required, shall be fire resistant treated (FRT) wood in Type 1 and II Construction.

12. All penetrations in surfaces exposed to weather, fire walls, surfaces exposed to view, and other similar conditions shall have pipe sleeves or final assemblies fit tight to surrounding construction. Penetrations in fire rated assemblies shall be sealed as required to maintain the integrity of the assembly.

13. Fire caulking and other requirements associated with the penetration shall be provided by the trade constructing the penetration in full compliance with the requirements of the governing codes.

14. The Contractor shall provide a transition strip at all dissimilar floor materials.

15. The Contractor shall provide control joints in walls where gypsum board is placed in alignment with walls of another material.

16. The Contractor shall review the Civil, Structural, Mechanical, Electrical, and all other related drawings and documents for additional project requirements. No extras will be allowed for work shown in any part of these drawings or described in any part of the Project Manual.

17. Refer to sheet A5.0 for partition types.

18. Refer to sheet A6.0 for door and window frame types & details.

19. Refer to sheet AF1.0 for floor pattern and striping details.

20. Refer to sheet A1.0, AF1.0 for room finish and door schedules.

21. The Contractor shall patch, repair, and/or paint all existing surfaces affected by construction activities to match adjacent surfaces.

22. The Contractor shall be responsible for patching, leveling, and/or grinding smooth all existing floors for the installation of new flooring materials.

23. The Contractor shall patch, repair and/or repaint all existing walls at conditions where existing fixtures are removed. See Architectural, Mechanical, Plumbing, Electrical, and demolition drawings for locations.

24. The Contractor shall verify rough-in dimensions with the manufacturer for all new, existing, and reused equipment to ascertain that the equipment will fit in the scheduled locations.

25. The Contractor shall notify the Architect immediately regarding damage having potential structural implications and upon encountering any unexpected existing conditions that could affect the work as required by the Construction Documents.

26. Existing doors that are to remain are unnumbered.

27. Shaded areas denote existing building to remain.

General Notes

1. The Contractor shall coordinate and schedule all construction activities with the Owner to allow the Owner to continue to occupy the facility while construction activities are occurring.

2. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

3. The Contractor shall maintain all existing exit ways and shall not block any exit paths. If an exit path must be blocked, an alternative means of egress shall be provided as approved by the authorities having jurisdiction on the project.

4. The Contractor shall coordinate the salvage of all existing materials, equipment, and fixtures with the Owner. The Owner retains salvage rights to all items removed from the building. Items which the Owner does not wish to keep shall become the property of the Contractor.

5. The Contractor is responsible for properly removing and legally deposing of all demolished items from the site. On site sale, disposal, or incineration of demolished items is not permitted.

6. The existing utilities are to remain in service and protected against damage during demolition activities. The Contractor shall notify the Owner at least forty-eight hours in advance of any interruptions to utilities.

7. Remove, replace, patch, and repair materials and surfaces cut or damaged during demolition activities, by methods and with materials and using approved contractors so as not to void existing warranties.

8. Temporary dust partitions shall be insulated and constructed of metal studs at 24” O.C.

Partition shall seal off area of demolition from the passage of dust and noise. Partition shall be of finished and painted Type ‘X’ gypsum board on the visible side.

9. Protect construction indicated to remain against damage and soiling during demolition activities. The Contractor shall be responsible for repairing and replacing any existing items or conditions that are damaged.

10. Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

11. The Contractor shall coordinate the removal of existing wall, floor, and ceiling finishes with the Room Finish Schedule.

12. Before removal, document the condition of all existing items scheduled to be salvaged and/or relocated. The Contractor shall disconnect all existing equipment which is to be salvaged and/or relocated and coordinate with the Owner for temporary storage of such items.

13. The Contractor is responsible for the removal of all supports, accessories, and conveyances related to equipment and fixtures shown to be removed on the construction documents.

14. It is not expected that hazardous materials will be encountered in the Work. If suspected hazardous materials are encountered, do not disturb; immediately notify the Architect and the Owner. Hazardous materials will be removed by the Owner under a separate contract.

15. Solid lines on the drawings represent building items to remain.

16. Dashed lines on the drawings represent walls and other items to be removed from the building.

17. The drawings are diagrammatic and may not show all the demolition that is required. The Contractor shall visit the building to document all existing conditions and determine the extent of demolition that will be required to construct the project as it is documented.

Demolition Notes

1. The Contractor shall repair or replace any site features damaged during construction including, but not limited to the irrigation system, landscaping, sidewalks, concrete curbs and gutters, asphalt pavement, signage, and striping.

2. The Contractor shall replace all damaged asphalt pavement with new asphalt pavement to match the same depth as the existing that was disturbed.

3. The Contractor shall replace all damaged concrete pavement with new 4000 PSI concrete pavement to match existing depths and profiles.

4. The Contractor shall keep the parking lot, vehicular drive lanes, on-site sidewalks, and all other site access points clear of stored materials and construction debris at all times during construction in order to provide the Owner continued access to the site.

5. The Contractor shall coordinate and schedule all construction activities occurring on the site with the Owner to avoid disruption of the Owner's activities.

6. The Contractor shall coordinate and implement all safety measures requested and/or required by the local Fire Marshal, Health Department, Building Officials, and other authorities having jurisdiction on the project.

7. The existing utilities are to remain in service and protected against damage during demolition activities. The Contractor shall notify the Owner at least forty-eight hours in advance of any interruptions to utilities.

8. The Contractor shall not obstruct any accesses designated for emergency vehicles and shall provide temporary accesses as required.

9. The Contractor shall provide barricades, safety warning signs, fences, and other temporary items to maintain the safety of the construction site.

10. The Contractor shall comply with all ordinances affecting the project including but not limited to hours of work, safety, noise pollution, and dust mitigation.

11. The Contractor shall review the existing conditions and the Geotechnical Report prepared for the project. Failure to do so shall not eliminate the Contractor’s responsibility to perform the recommendations of the Geotechnical Report.

12. The Contractor shall maintain adequate drainage throughout the site during the construction of the project. The final grade shall be maintained in a condition that appropriately always drains.

13. The Contractor shall keep all adjacent streets and parking areas clear of mud and debris. The Contractor shall remove all mud and debris at the end of each day.

14. The Contractor shall provide control joints in concrete sidewalks at 5’-0” O.C. and expansion joints at 30’-0” O.C. (maximum), unless noted otherwise.

15. The Contractor shall be responsible for contacting all subsurface utility owners prior to beginning work to verify the location of existing underground utility lines before proceeding with any excavation work.

16. The Contractor shall review the Civil, Structural, Mechanical, Electrical, and all other related drawings and documents for additional requirements. No extras will be allowed for work shown in any part of these drawings or described in any part of the Project Manual.

General Site Notes

RCP General Notes

1. Refer to the Mechanical and Electrical drawings for fixtures and equipment not shown here and for mounting locations of items where no ceiling is required or indicated.

2. The Contractor shall center all fire alarm devices, technology, security, and other mechanical and electrical ceiling devices in the ceiling tiles unless noted otherwise.

3. The Contractor shall submit a layout of all gypsum board ceiling control joints for review prior to proceeding with construction.

4. The Contractor shall center ceiling grids within each space unless noted otherwise.

5. Coordinate the sequence of construction of the various trades in the project to maintain the ceiling heights indicated on the Reflected Ceiling Plans. If there is a discrepancy, notify the Architect before proceeding with the Work.

1. The Contractor shall remove all existing electrical devices when they are affected by existing ceilings to be removed. The wiring shall be capped and maintained for the reinstallation of such devices in the new ceiling.

RCP Demolition Notes

1. The Contractor shall coordinate all electrical and mechanical items that are incorporated into the millwork. Outlets, devices, switches and all other exposed electrical or mechanical items shall not be concealed by the millwork.

2. The Contractor shall provide upper and base cabinet fillers as required or as shown on the drawings. Required filler pieces shall be installed evenly to allow proper operation of drawers and doors.

3. On wall cabinets without a fascia above, the top surface shall be continuous to prevent inaccessible spaces from occurring.

4. The Contractor shall install back panels on all casework unless noted otherwise.

5. The Contractor shall refer to the casework elevations for the hinge swing direction on all single door upper and lower cabinets. Doors that open towards a wall, appliances, etc.

shall be provided with limit chains or door stops.

6. The Contractor shall coordinate the location of electrical punch throughs and grommets with the Architect and the Owner.

7. All semi exposed surfaces shall be covered with a laminate or finished wood surface to match the exposed sides unless noted otherwise. All non-exposed surfaces shall be covered with white melamine unless noted otherwise.

8. All cabinet pulls are noted in the casework specifications and/or finish plans.

9. The Contractor shall provide under counter support brackets as required for proper support of the countertops.

10. All backsplashes shall be 4" h. unless noted otherwise.

11. The Contractor shall verify all equipment sizes with the Owner and the Architect to ensure proper space is allotted. Coordinate the installation and space requirements for all Owner Furnished, Contractor Installed (OFCI) equipment.

12. The Contractor shall coordinate the installation of the casework and appliances to ascertain that there is adequate space provided for all the operable parts to function properly.

13. All drawer glides shall be heavy duty soft close, unless noted otherwise.

14. All cabinet door hinges shall be self closing, soft close, unless noted otherwise.

Casework Notes

1. The Contractor shall field verify all dimensions before fabrication of door and window frames. If there are any discrepancies, notify the Architect before proceeding with the Work.

2. The Contractor shall Install safety glazing throughout the project.

3. The Contractor shall field verify radius dimensions of all arched openings prior to fabrication of the windows.

4. All punched and ribbon exterior windows shall be aluminum frame windows to match existing, unless noted otherwise.

5. All exterior glazing shall be insulated, tempered and low ‘E’ glazing, unless noted otherwise.

6. All interior glazing shall be 9/16" clear laminated glass with 0.060 PVB interlayer or FireLite NT for rated assemblies, unless noted otherwise.

7. All hollow metal doors and frames shall be painted.

8. The Contractor shall refer to the Door Schedule and Electrical drawings for doors and frames that need to be prepped for security access and magnetic door holders.

Door & Window Frame Notes

1. The Contractor shall refer to the finish plans for location & layout of materials.

Wall and Ceiling Finishes

1. New walls are to be painted PT-1 with a satin sheen or as indicated on the room finish schedule and drawings.

2. New bulkheads, soffits, & gypsum board ceilings are to be painted PT-1 with a satin sheen or as indicated on the room finish schedule and drawings.

3. Existing walls are to be painted PT-1 with a satin sheen or as indicated on the room finish schedule and drawings.

4. Infill areas (walls and ceilings) shall be textured and painted to match adjacent surfaces.

5. Refer to the Architectural drawings for drywall control joint locations. If none is shown, provide a layout for the Architect’s review and approval prior to commencing with construction.

Flooring Finishes

1. Transition strips and thresholds shall be located at the centerline of doors in the closed position, unless noted otherwise.

2. Flooring transitions shall align with finish base (except at doors), unless noted otherwise.

The Contractor shall provide a submittal of each transition type for approval by the Architect prior to ordering. Refer to the transition details.

3. Metal flooring transitions shall be Schluter products in anodized aluminum, unless noted otherwise. The Contractor shall provide a submittal of each transition type for approval by the Architect prior to ordering. Refer to the transition details.

4. Tile flooring Underlayment shall be installed by the Contractor as required to ascertain that the flooring is smooth and level.

5. Moisture barriers shall be installed by the Contractor under all moisture-sensitive flooring, if moisture readings are higher than the levels recommended by the manufacturer at the time of installation.

6. When hard flooring is installed over construction joints, the Contractor shall provide a soft joint where the flooring is seamed.

Door and window finishes

1. Hollow metal door frames shall be painted PT-2 with semi-gloss sheen, unless noted otherwise.

2. New interior doors shall match existing color and type, unless noted otherwise.

3. Metal trim kits & door louvers at interior doors shall be painted to match door frame (paint grilles prior to installation).

4. Aluminum door and window frames shall be clear anodized aluminum, unless noted otherwise.

Miscellaneous finishes

1. Mechanical (including thermostats), electrical (including switch plates, outlets, and outlet covers) and fire alarm devices (including horns and strobes) shall be white in color unless noted otherwise.

2. Paintable caulking/sealants shall be installed at all interior walls to be painted.

3. Ceiling components above open cell grid shall be painted flat black.

4. Conduits & brackets shall be painted to match adjacent surface material.

Finish Material Notes

1. Record Documents of the existing building were provided by the Owner to assist in the preparation of the Construction Documents for this project. Since the Record Documents are based on information provided by others, the Architect shall have no responsibility for the accuracy of the information contained in such Record Documents.

2. Safeguards during construction shall be provided in accordance with Chapter 33 of the

2021 IBC.

Code Notes

1. Walls & partitions containing plumbing shall be insulated with acoustic insulation for a minimum of one framing cavity beyond the piping in each direction minimum.

2. Ceiling plenum spaces containing plumbing shall be provided with acoustic insulation for a minimum of 4' perpendicular to the installed plumbing.

3. Plumbing and Mechanical piping or ductwork shall not directly contact framing, gypsum board, conduit or structural elements.

4. The bare surface of pressure piping such as domestic water, hydronic or steam piping shall not be less than 1" from the surface of gypsum board.

5. Penetrations of acoustically treated walls & ceilings shall be sealed air-tight with non-hardening sealant. Pipe, duct & conduit penetrations shall be sealed with an acoustical sealant. Backer materials shall be provided as required. If the assembly is fire or smoke rated, the sealant shall be U.L. listed for the application. Wall and partition penetrations shall be held to a minimum quantity and size between critical spaces. Where penetrations are necessary, the penetrations should be made in a manner shown in the typical acoustic-rated wall/partition penetration details on sheet A0.1 . At a minimum all openings for through penetrations shall be oversized by 1" in all directions. Refer to specifications for additional requirements.

6. Sound isolating gypsum board partitions should be installed per ASTM E497, Standard Practice for Installing Sound-Isolating Gypsum Board Partitions, and ASTM C919, Standard Practice for Use of Sealants in Acoustical Applications.

7. Wall-mounted electrical, data or other boxes should be offset in plan by a minimum of 12" or one framing cavity to avoid noise transfer through back-to-back boxes. All penetrations in boxes shall be sealed air-tight with elastic sealant or fire-stop pads as required. Boxes shall be sealed to the face layer of gypsum board with sealant. Refer to typical acoustic-rated wall/partition penetration details on sheet A0.1 for additional information.

8. Refer to typical acoustic details on sheet A0.1 for additional information not specifically listed in these general acoustic guidelines.

9. All rotating equipment, such as air handling units, fans and pumps should be vibration isolated from teh building structure as specified in Chapter 48 of the ASHRAE Design Guidelines.

10. Spring isolation curbs shall be provided for all rooftop units, unless noted otherwise.

11. Spring isolation mounts shall be provided for all pumps, unless noted otherwise.

12. Spring isolation hangers shall be provided for all VAVs and FPBs, unless noted otherwise. Spring isolators shall typically be mounted nearer the structure versus the equipment that they are supporting and within 12" of a structural support, such as a beam wherever possible.

13. Ceilings, walls and partitions shall not be attached in any manner to ductwork, piping or suspended trapeze.

14. Conduit and wire attachments to vibrating or rating equipment should be made via flexible conduit which provides a 360 degree loop or should be made via a manufactured resilient fitting, unless noted otherwise.

Acoustical Notes - Noise

Control Requirements

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720-200-0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

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:1

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E n g le w o o d S e rv iC e n te r

A s la g ra n g e e id o s a rc h

.c o m .r vt

24005

A0.1

General Notes & Typical Details

ServiCenter - Addition

City of Englewood

2800 S. Platte River Drive E.

Englewood, Colorado 80110

Author

Checker

© 2025

Mark Date Description

06/07/24 30% CD

07/19/24 60% CD

12/11/24 90% CD

03/21/25 100% CD

1. Typical Outlet Box Acoustic Isolation Details

2. Typical Acoustic Rated Wall Penetration Details

S SS

1F 1F1F

2F 2F2F

3F 3F3F

1FS 1FS1FS

2FS 2FS2FS

3FS 3FS3FS

R ef

F D

2F 2F

2F

2F

2F

2F 2F

Codes Used: 2021 IBC 2021 IPC

2021 IECC 2021 IFC

2023 NEC 2021 IFGC

2021 IMC 2017 ICC/ANSI A117.1

2021 IEBC

IECC 2021 - Climate Zone 5 - Minimum R-Values and Maximum U-Values / SHGC:

Metal Framed Walls Above Grade: [R-13+R-10 c.i.] OR [U-0.055 (R15.3 c.i. EIFS over 6" Metal Stud Framing at 16" O.C.)]

Mass Walls Above Grade: [R-11.4 c.i] OR [U-0.090]

Metal Building Walls Above Grade: [R-13 + R-14 c.i.] OR [U-0.050]

Walls Below Grade: [R-7.5 c.i.] OR [C-0.119]

Unheated Slab-on-Grade Floors: [R-15 for 24" below] OR [F-0.52]

Roof: [R-30 c.i.] OR [U-0.032]

Metal Building Roof: [R-19.4 + R-11 LS] OR [U-0.035]

Opaque Swinging Door: [U-0.37]

Garage Door < 14% Glazing: [U-0.31]

Glazed Fixed Fenestration: [U-0.36]; SHGC = 0.38 unless protected by projections in accordance with IECC.

Glazed Operable Fenestration: [U-0.45]; SHGC = 0.33 unless protected by projections in accordance with IECC.

Glazed Entrance Doors: [U-0.63]; SHGC = 0.33 unless protected by projections in accordance with IECC.

Occupancy Classification: Mixed Use, Seperated Uses B & S-2

Construction Type: Type II-B, Non-Sprinklered

Buildlng Height: Allowable Ht.: 55' (Table 504.3) Actual Bldg. Ht.: 20'-0"

Building Stories: Allowable # of Stories: 3 (Table 504.4) Actual # of Stories: 1

Building Area: Allowable Area Per Floor: (Table 506.2) B Occupancy: 23,000 S.F.

S-2 Occupany: 26,000 S.F.

B Occupancy Actual Area: 4,225 S.F.

S-2 Occupancy Actual Area: 5,335 S.F.

Percentage of Allowable Floor Area:

B Occupancy: 4,225 / 23,000 = 18% S-2 Occupancy: 5,335 / 23,000 = 23%

Total Percentage = 41% < 100%

LIght well / Mechanical chase does not need to be enclosed in a fire rated shaft because the roof/ceiling is not rated. However, the space around the duct needs to be fire sealed.

(716.6.3)

There is no combustable attic spaces in the addition, therefore no draftstopping required.

A new Fire Alarm System shall be installed in the new addition and existing building. Both systems shall be tied together.

Existing office can egress through existing multi-purpose space (1014.2, Excp. 1)

Maximum exit access travel distance @ any point of the building is less than 200 ft. within B Occupancy areas of the building and 300 ft. within S-2 Occupancy areas. (Table 1017.2)

Common path of travel distance @ any point of the building is less than 75 ft..

Corridors within B Occupancies serving less than 30 occupants are not required to have a fire-resistance rating. (Table 1020.2)

6 Recievers for Assistive Listening System are required, 2 shall be Hearing Aid Compatiable.

There are no incidental accessory occupancies in the building that need to be separated.

Fire-Resistive Rating Requirements for Building Elements (Table 601) Type II-B Primary Structural Wall 0 hr Bearing Walls 0 hr Exterior Non-Bearing Walls 0 hr (Table 705.5) Interior Non-Bearing Walls 0 hr Floor Construction 0 hr Roof Construction 0 hr

Code Analysis

Room & Area Number

Room & Area Name

Room & Area Occupancy

Net Room & Net Area As Required Per Code

Room & Area Use Group

Room Use Occupancy Load

Egress Component Capacity

Maximum Travel Distance From Furthest Point ( Use This Tag In Conjunction With The 'Egress Distance' Schedule For Totaling Of All Paths)

56'-0"

Smoke

1 - Hour Fire

1 - Hour Fire Smoke

2 - Hour Fire

3 - Hour Fire

FEC

FEW

STP

Fire Extinguisher & Cabinet

Fire Extinguisher & Wall Mounting Bracket

Stand Pipe

Code Legend

Rm. No. Room Name

Factor Area Occ.

101 NAME

150 SF #OccTYPE

2 - Hour Fire Smoke

3 - Hour Fire Smoke

PATH

Occupant Load of Room Exit

Travel Path

Subtotal Occupant Load

X1

XSub

XXAct

XXMax

Actual Total Occupant Load at Exit

Maximum Total Required Occupant Load at Exit

Direction of Exit

Factor Area Occ.

5182 SF

(E) Vehicle Bays &

Storage

26200G

Factor Area Occ.

1593 SF

Office Area A

11150G

Factor Area Occ.

890 SF

Office Area B

6150G

11165

FEC

FEC

FEC

Factor Area Occ.

401 SF

Locker Room

950G

Factor Area Occ.

263 SF

Locker Room

650G

Factor Area Occ.

148 SF

MDF

1300G

O

CC

O

CC

3" C

OUN

TE

R

Factor Area Occ.

121 SF

Kitchenette

1200G

Factor Area Occ.

296 SF

Lobby

2150G

Factor Area Occ.

47 SF

Water Entry

1300G

Factor Area Occ.

48 SF

Jan.

1300G

Factor Area Occ.

454 SF

Conference Room

2320N

Factor Area Occ.

56 SF

Storage

1300G

1 27

M

AX

TR

AV

EL

D

IS

TA

NC

E

O

FF

IC

E

AR

EA

B

MAX. TRAVEL DISTANCE

VEHICLE BAYS & STORAGE

M

AX

TR

AV

EL

D

IS

TA

NC

E

O

FF

IC

E

AR

EA

A

Office

Office

Office

Wellness Rm.

Office

Office

Office

Office

M

AX. TRAVEL DIS

TANCE

CO

NFERENC

E RO

O M

" C

LE

AR

M

IN

7'

3/ 4"

V .I.

F.

" C

LE

AR

M

IN

4'

3/ 4"

V .I.

F.

36" CLEAR M

IN

4' - 5 1/8" V.I.F.

36" CLEAR M

IN.

3' - 6 1/2" V.I.F.

MIN. EXIT

SEPARATIO

N DIST. =

114'-6"

DIAGONAL DIST. 2

28' - 1

1 1/16" 228' - 5

3/4" ACTUAL EXIT S

EPARATION DIST.

F.E. IN REC. CAB.

G.C. TO PROVIDE FIRE

RATED CAB. @ RATED

WALLS - RE: CODE

PLANS FOR LOC. OF

RATED WALLS

5/8" TYPE 'X' GYP. BD. -

PT., TYP.

V

ER

IF

Y

W C

A B

M A N U

FA

C

TU

R

ER

TY

P

SEALANT BETWEEN

F.E. CAB. & PART. FIN.,

TYP.

Occupancy Legend

B Occupancy

S-2 Occupancy

Plumbing Fixture Analysis:

Total Building Occupant Load: 95 (48 Male / 48 Female) Occupant Load of B Occupancy: 68 (34 Male / 34 Female) Occupant Load of S Occupancy: 27 (14 Male / 14 Female)

Required Water Closets:

B Occupancy: Male/Female 1:25 first 50 & 1:50 for remainder > 50 Male: 1.36 Female: 1.36

S Occupancy: Male/Female 1 per 100 Male: 0.14 Female: 0.14

Combined:

Male: 1.50 Female: 1.50

Required Lavatories:

B Occupancy: Male/Female 1:40 first 80 & 1:80 for remainder > 80 Male: 0.85 Female: 0.85

S Occupancy: Male/Female 1 per 100 Male: 0.14 Female: 0.14

Combined:

Male: 0.99 Female: 0.99

Required Drinking Fountains:

B Occupancy: 1 per 100 = 0.68 S Occupancy: 1 per 1,000 = 0.027 Combined: 0.707

Required Service Sink: 1

Fixture Type Total Required Total Provided Water Closets 2 Male 4 MaleA

2 Female 2 Female

Lavatories 1 Male 2 Male 1 Female 2 Female

Drinking Fountains 1 2

Service Sinks 1 1

Notes:

A. Includes 2 Urinals in accordance with section 424.2 of the International Plumbing Code.

Plumbing Fixture Analysis

Total Building Occupant Load (Main Level): 95 Occupants

Number of Exits Required per Story (Main Level): 2 Exits

Three exits or exit access doorways shall be provided from any space with an occupant load of 501 to 1,000. (Table 1006.3.3)

Number of Exits Provided (Main Level): 5 Exits

Spaces with One Exit or Exit Access Doorway (Table 1006.2.1):

B Occupancy: 49 Max. Occupant Load of Space S Occupancy: 29 Max. Occupant Load of Space

Egress through Intervening Spaces (1016.2): Egress from a room or space shall not pass through adjoining or intervening rooms or areas, except where such adjoining rooms or areas and the area served are accessory to one or the other, are not a Group H occupancy a provide a discernible path of egress travel to an exit.

Raised Character and Braile Exit Signs (1013.4): Where exit signs are provided at the exit discharge, a sign stating "EXIT" in visual charatcters, raised characters adn braille and complying with ICC A117.1 shall be provided.

Exit Requirements

Minimum Corridor Width (Table 1020.3): 36"

Dead End Corridors (1020.5): Where more than one exit or exit accewss doorway is required, the exit access shall be arranged such that denad-end corridors do not excee 20 feet in length.

Fire-Resistance Ratings (1020.2): A fire-resistance rating is not required for corridors in an occupancy in Group B that is a space requiring only a single means of egress complying with Section 1006.2.

Corridor Requirements

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720-200-0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

/9

/2

:3

:2

A

M C

U s e rs \s la g ra n g e \D o c u m e n ts

\2

E n g le w o o d S e rv iC e n te r

A s la g ra n g e e id o s a rc h

.c o m .r vt

24005

A0.3

Code Plan, Analysis, & Legend

ServiCenter - Addition

City of Englewood

2800 S. Platte River Drive E.

Englewood, Colorado 80110

SL

MW

© 2025

1/8" = 1'-0"

1. Main Level Code Plan

1" = 1'-0"

2. FE Cabinet - Metal Studs

Mark Date Description

06/07/24 30% CD

07/19/24 60% CD

12/11/24 90% CD

03/21/25 100% CD

Path of Travel Distances PATH Path of Egress CODE

Conference Room 42' - 1 1/8" 200' Max

Office Area A 73' - 1 5/8" 200' Max

Office Area B 113' - 8 11/16" 200' Max

Vehicle Bays & Storage 165' - 10 5/8" 300' Max

G

G

G

G G

G

G

G G

G G

G G

G G

G

G

G G

G

G

G G

G

G

G G

G

G

G G

G

G

G G

G G

G G

G

G G G

G

G

G G

G G

G

G G

G G

G

G

G G G G

G

G G

G G

G G

G

G G

G G

G G

G

G G

G G

G

G G

G G

G

1. The Contractor shall provide Erosion Control Measures on site as noted on the Civil drawings.

2. The Contractor is responsible for properly removing and legally deposing of all demolished items from the site. On site sale, disposal, or incineration of demolished items is not permitted.

3. The Contractor shall construct temporary walkways and other devices as required to allow safe ingress/egress for the building occupants.

4. The Contractor shall coordinate the salvage and storage of all existing materials, equipment, and fixtures with the Owner. The Owner retains salvage rights to all items removed from the site as part of the project. Items which the Owner does not wish to keep shall become the property of the Contractor.

5. Items to be salvaged and/or relocated shall be stored and kept safe until such time that they are reinstalled in the project.

6. The drawings are diagrammatic and may not show all demolition that is required. The Contractor shall visit the site to document all conditions and determine the extent of demolition that will be required to construct the project as it is documented.

7. Do not scale the drawings to establish quantity of work required on the project.

8. The contractor shall provide for all measures, including the design & engineering of, required for protecting and temporarily shoring existing site & building elements to remain.

Site Demolition Notes

C.1

C.2

C.3

C.4

C.5

C.6

C.7

C.8

C.9

C.10

C.11

WW

C.1

C.9

C.10

C.2C.3

(E) SINGLE STORY BUILDING TO REMAIN

(E) FIN. FLR. ELEV. VARIES BETWEEN 5269.03' &

5269.09' PER (E) SURVEY, CONTRACTOR TO VERIFY ALL

(E) ELEVATIONS PRIOR TO COMMENCING WORK

SOUTH PLATTE RIVER DRIVE

W

C.12 C.13 C.13

C.16

C.17

C.18

C.19

C.13

C.14

C.15

C.20

C.21

C.5

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720-200-0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

/9

/2

:3

:2

A

M C

U s e rs \s la g ra n g e \D o c u m e n ts

\2

E n g le w o o d S e rv iC e n te r

A s la g ra n g e e id o s a rc h

.c o m .r vt

24005

AC1.0

Site Demolition Plan

ServiCenter - Addition

City of Englewood

2800 S. Platte River Drive E.

Englewood, Colorado 80110

Author

Checker

© 2025

1" = 30'-0"

Site Demolition Plan

Keynote Legend - Site Demo...

C.1

(E) TEMPORARY MODULAR OFFICE SPACE TO BE REMOVED BY OTHERS.

OWNER TO COORDINATE REMOVAL WITH GC.

C.1

(E) TEMPORARY MODULAR OFFICE SPACE TO BE REMOVED BY OTHERS.

OWNER TO COORDINATE REMOVAL WITH GC. GC TO ANTICIPATE THAT

TEMPORARY OFFICE TRAILERS UTILITIES SERVING TRAILERS TO REMAIN UNTIL

NEW ADDITION IS OCCUPIABLE BY OWNER.

C.2

(E) ASPHALT TO BE REMOVED. PREP FOR INSTALLATION OF (N) WALK AS

OCCURS - RE: CIVIL

C.3

PORTION OF (E) TIMBER RETAINING WALL. WALL TO BE REMOVED IN

PREPARATION FOR (N) WORK - RE: CIVIL

C.4 REMOVE CONCRETE CURB IN PREP OF (N) ASPHALT DRIVE - RE: CIVIL

C.5

(E) GAS LINE BELOW TO REMAIN. VERIFY LOCATION & PROTECT AS NECESSARY

DURING CONSTRUCTION

C.6 REMOVE (E) CONC. SPLASH BLOCKS IN PREPARATION FOR (N) WORK

C.7

PREP (E) DIRT & DRAVEL ACCESS DRIVE FOR INSTALLATION OF (N) ASPHALT

DRIVE - RE: CIVIL

C.8 EXTENT OF (E) CONC. APRON TO REMAIN, TYP.

C.9

REMOVE (E) UNDERGROUND ELECTRIC FEEDING TEMPORARY MODULAR OFFICE

BUILDING BACK TO (E) PANEL. (E) UNDERGROUND ELECTRIC TO REMAIN IN

PLACE UNTIL (N) ADDITION IS OCCUPIABLE BY OWNER. ANY NECESSARY

UTILITY DISRUPTIONS SHALL BE FULLY COORDINATED WITH OWNER. - RE:

ELEC. DWG.

C.10

REMOVE (E) UNDERGROUND FIBER OPTIC FEEDING TEMPORARY MODULAR

OFFICE BUILDING. (E) UNDERGROUND FIBER TO REMAIN IN PLACE UNTIL (N)

ADDITION IS OCCUPIABLE BY OWNER. ANY NECESSARY UTILITY DISRUPTION

SHALL BE FULLY COORDINATED WITH OWNER. - RE: TELECOMMUNICATIONS

C.11

REMOVE PORTION OF (E) WATER LINE AS REQ'D FOR THE INSTALLATION OF (N)

BLDG WATER ENTRY - RE: PLBG & CIVIL

C.12 (E) PARKING STRIPING TO BE REMOVED

C.13 (E) SINGLE STORY BUILDING TO REMAIN

C.14 (E) SHED TO REMAIN

C.15 (E) FENCE & GATES TO REMAIN, TYP.

C.16 (E) FENCE TO REMAIN, TYP.

C.17 (E) PROPERTY LINE, TYP.

C.18 EDGE OF (E) ASPHALT

C.19 (E) LANDSCAPE AREA

C.20 FOOTPRINT OF (N) BUILDING ADDITION, SHOWN FOR REFERENCE

C.21 REMOVE (E) MATERIAL STORAGE BINS, PREP ALL GRADE FOR NEW WORK

N

Mark Date Description

06/07/24 30% CD

07/19/24 60% CD

12/11/24 90% CD

UP

G G

G

G G

G

G

G G

G G

G G

G G

G

G

G G

G

G

G G

G

G

G G

G

G

G G

G

G

G G

G G

G G

G

G G G

G

G

G G

G G

G

G G

G G

G

G

G G G G

G

G G

G G

G G

G

G G

G G

G G

G

G G

G G

G

G G

G G

G

1. The Contractor shall repair or replace any site features damaged during construction including, but not limited to the irrigation system, landscaping, sidewalks, concrete curbs and gutters, asphalt pavement, signage, and striping.

2. The Contractor shall replace all damaged asphalt pavement with new asphalt pavement to match the same depth as the existing that was disturbed.

3. The Contractor shall replace all damaged concrete pavement with new 4000 PSI concrete pavement to match existing depths and profiles.

4. The Contractor shall keep the parking lot, vehicular drive lanes, on-site sidewalks, and all other site access points clear of stored materials and construction debris at all times during construction in order to provide the Owner continued access to the site.

5. The Contractor shall coordinate and schedule all construction activities occurring on the site with the Owner to avoid disruption of the Owner's activities.

6. The Contractor shall coordinate and implement all safety measures requested and/or required by the local Fire Marshal, Health Department, Building Officials, and other authorities having jurisdiction on the project.

7. The existing utilities are to remain in service and protected against damage during demolition activities. The Contractor shall notify the Owner at least forty-eight hours in advance of any interruptions to utilities.

8. The Contractor shall not obstruct any accesses designated for emergency vehicles and shall provide temporary accesses as required.

9. The Contractor shall provide barricades, safety warning signs, fences, and other temporary items to maintain the safety of the construction site.

10. The Contractor shall comply with all ordinances affecting the project including but not limited to hours of work, safety, noise pollution, and dust mitigation.

11. The Contractor shall review the existing conditions and the Geotechnical Report prepared for the project. Failure to do so shall not eliminate the Contractor’s responsibility to perform the recommendations of the Geotechnical Report.

12. The Contractor shall maintain adequate drainage throughout the site during the construction of the project. The final grade shall be maintained in a condition that appropriately always drains.

13. The Contractor shall keep all adjacent streets and parking areas clear of mud and debris. The Contractor shall remove all mud and debris at the end of each day.

14. The Contractor shall provide control joints in concrete sidewalks at 5’-0” O.C. and expansion joints at 30’-0” O.C. (maximum), unless noted otherwise.

15. The Contractor shall be responsible for contacting all subsurface utility owners prior to beginning work to verify the location of existing underground utility lines before proceeding with any excavation work.

16. The Contractor shall review the Civil, Structural, Mechanical, Electrical, and all other related drawings and documents for additional requirements. No extras will be allowed for work shown in any part of these drawings or described in any part of the Project Manual.

General Site Notes

S.1

S.2

SOUTH PLATTE RIVER DRIVE

S.3

S.4

S.5

S.6

S.7

S.8 S.9

S.4 S.1

EXISTING SINGLE

STORY BUILDING

NEW SINGLE STORY

BUILDING ADDITION

S

LO

P E D

N

.3

SLOPE DN

2%

S.10

S.11

S.12

S.13 S.14

S.12

S.15

S.16

S.16 S.16

22' - 0"

' - 0

20' - 0"

9'

0" 9'

0" 9'

0" 9'

0"

9'

0"

9' - 0

8' - 0 " 9' - 0

9'

- 0

4'

- 0

5'

- 0

4'

- 0

9'

- 0

"5

20' - 0"

' - 0

ALIGN EXTENT OF ASPHALT W/ EXTENT OF (E) GATE OPENING

51' - 0" V.I.F.42' - 0"

17' - 0

32' - 0

32' - 0

' - 0

S.25

S.26

S

LO

P E

D N

S

LO

P E

D N

%S

LO

P E

D N

S.20

S.21

S.22

S.18

S.21

S.19

S.17

S.24

S.24

S.23

5' - 2"

7' - 9"

ALIG

N W

F.O . W

ALL

S.5

S.26

S.5

SLOPE

2% (MAX.)

1 1/2" DIA. STL.

PIPE RAILING - PT.

CORE DRILL 12" D. SLEEVE

INTO CONC. & EPOXY

GROUT SOLID TYP. @ EA.

POST. RE: LANDSCAPE

1/2" EXP. JT.

6" CONC.

SIDEWALK RE: CIVIL

BULLNOSE

NOSING (TYP.)

CAST-IN-PLACE CONC.

STAIR RE: STRUCT.

DASHED LINE INDICATES

CONC. FOOTING BEYOND,

TYP. @ EA. POST.

1/2" EXP. JT.

3" 9" E.Q. E.Q. 9" 7"

MIN.

1' - 0" 5 E.Q. TREADS @ 1' - 4" EA. = 6' - 8"

(12" MIN.)

1' - 4"

EA

E

.Q

R

IS

ER

S

SLOPE

2% (MAX.)

3'-0

2'-0"

4"

4"

6" 6" 6"

SMOOTH ROUND

CONC. DOME @ TOP

REFLECTIVE TAPE

AROUND BOLLARD

6x6 T.S. BOLLARD, FILL W/ CONC. - PT.

2" CROWN @ BASE

1/2" EXP. JT. &

SEALANT - TYP.

CONC. FDN.

ES-1 POST & PANEL Electrical Vehicle Charging Station 2/AC2.0 ES-2 POST & PANEL Accessible Electric Vehicle Charging Station 2/AC2.0 ES-3 POST & PANEL Van Accessible Parking Space 3/AC2.0 ES-4 WALL MOUNTED PANEL Building Name Signage 4/AC2.0

Exterior Site Signage Designator Type Description Detail

2' - 0"

' - 0

A B

O V

E D

R

IV

E S

U R F A C

E

' - 0

" M

IN

' - 0

" M

IN

TYP.

1/4"

TYP.

3/8"

TY

P.R 1

4" CITY OF

ENGLEWOOD UTILITIES

LOGO (BLACK)

PRE FIN EXT POST

MOUNTED WAYFINDING

SIGN BACKGROUND

COLOR TO BE

DETERMINED.

LETTERING &

WAYFINDING SYMBOLS

BY SIGN MANUF. TEXT

& FONT TO BE

VERANDA STYLE BOLD.

TYP ALL SIGN PANEL

LAYOUTS, U.N.O.

POST BY SIGN

MANUF. AS REQ'D

FOR POST MOUNTED

SIGN LOCATIONS

FINISHED GRADE AT

POST MOUNTED

SIGN LOCATION(S)

DRIVE SURFACE

ELEVATION AT POST

MOUNTED SIGN

CONC. FOOTING FOR

POST MOUNTED SIGN

AS REQ'D.

EV CHARGING

STATION

NO PARKING

TY

P

/4

EQ

EQ

ALIGN CENTERLINE OF

SIGN W/ CENTERLINE OF

APPLICABLE PARKING

SPACE, TYP.

TY

P

/4

EQ

EQ

CENTER TEXT ON SIGN

PANEL, TYP ALL SIGN PANEL

LAYOUTS U.N.O.

ACCESSIBLE EV

CHARGING

STATION

NO PARKING

RESERVED

PARKING

'-0

M

IN

2"X2" 12-GAUGE GALV.

STL. PIPE, PERFORATED ON

4 SIDES W/ 3/8" HOLES @

1" O.C.

8" DIA. CONCRETE BASE

1'-0" X 1'-6" X 18 GA.

REFLECTIVE PORCELAIN

ENAMEL STANDARD

"ACCESSIBLE PARKING"

SIGN WITH IDENTIFICATION

SYMBOL. BOLT TO STL.

PIPE W/ 3/8" CADMIUM

PLATED BOLTS, NUTS &

WASHERS

WHERE INDICATED ON

PLANS, ADD "VAN

ACCESSIBLE" & TOW-A-

WAY SUPPLEMENTARY

SIGNS

1' - 0"

CONC. OR PAVING

VAN

ACCESSIBLE

RESERVED

PARKING

'-0

M

IN

1'-0" X 1'-6" X 18 GA.

REFLECTIVE PORCELAIN

ENAMEL STANDARD

"ACCESSIBLE PARKING"

SIGN WITH IDENTIFICATION

SYMBOL. BOLT TO STL.

PIPE W/ 3/8" CADMIUM

PLATED BOLTS, NUTS &

WASHERS

WHERE INDICATED ON

PLANS, ADD "VAN

ACCESSIBLE" & TOW-A-

WAY SUPPLEMENTARY

SIGNS

1' - 0"

VAN

ACCESSIBLE

DRIVE SURFACE

ELEVATION ADJACENT TO

WALL MOUNTED SIGN

ELEVATION

Building Name

*ONE SIGN PER BUILDING U.N.O - CONTRACTOR TO

COORDINATE MOUNTING LOCATIONS WITH OWNER

1' - 6"

1/2" 1/2" RADIUS

CORNERS - TYP.

6" WHITE BUILDING

NUMBER IN "NUNITO SANS"

FONT - RE: SITE PLAN FOR

BUILDINGNUMBERS

1'-6" X 1'-0" X .080″

ENGINEERING GRADE REFLECTIVE

ALUMINUM SIGN - CONFIRM

DESIGN & COLORS W/ OWNER

/2

/2

1" WHITE BUILDING NAME

IN "NUNITO SANS" FONT -

REDUCE SIZE AS REQ. TO

FIT - RE: SITE PLAN FOR

BUILDING NAMES

MOUNTING LOCATION

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720-200-0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

/9

/2

:3

:2

A

M C

U s e rs \s la g ra n g e \D o c u m e n ts

\2

E n g le w o o d S e rv iC e n te r

A s la g ra n g e e id o s a rc h

.c o m .r vt

24005

AC2.0

Site Plan

ServiCenter - Addition

City of Englewood

2800 S. Platte River Drive E.

Englewood, Colorado 80110

Author

Checker

© 2025

1" = 30'-0"

1. Site Plan

Keynote Legend - Site Plans

S.1 (N) ASPHALT DRIVE - RE: CIVIL

S.2 (E) GATE & FENCE TO REMAIN

S.3

(N) PRECAST CONC. SPLASH BLOCKS AT (E) DOWNSPOUT LOCATIONS, RE:

6/AC2.0

S.4 (N) CONC. WALK - RE: CIVIL

S.5

(N) LANDSCAPING, DROUGHT TOLERANT NATIVE SEED, TYP. PROVIDE TEMP.

IRRIGATION AS REQ'D.

S.6 (N) STRIPING AT ASPHALT DRIVE, TYP. - RE: CIVIL

S.7 (E) CONC. APRON TO REMAIN, TYP.

S.8 (N) CONC. STAIR W/ (N) S.S. HANDRAILS AT EACH SIDE, TYP. - RE: 7/AC2.0

S.9 (N) CONC. FILLED STEEL PIPE BOLLARDS - PT. SAFETY YELLOW - RE: 5/AC2.0

S.10 (E) FENCE TO REMAIN, TYP.

S.11 (E) PROPERTY LINE, TYP.

S.12 (E) UNDERGROUND GAS LINE, TYP.

S.13 EDGE OF (E) ASPHALT

S.14 (E) LANDSCAPE AREA

S.15 (E) SHED TO REMAIN

S.16 (E) SINGLE STORY BUILDING TO REMAIN

S.17

(N) STRIPING FOR ELECTRIC VEHICLE CHARGING STATIONS AT (N) ASPHALT

DRIVE

S.18

(N) DUAL PORT ELECTRIC VEHICLE CHARGING STATION W/ (2) BOLLARDS, TYP 1

OF 2

S.19 (N) UTILITY TRANSFORMER ON CONC. PAD - RE: ELEC. DWG

S.20 (N) SITE ELECTRICAL GEAR & METER - RE: ELEC. DWG

S.21 (N) POST & PANEL SIGN, ES-1

S.