plans for proposed longmont hospital

University of Colorado Health

Planned New Longmont Hospital

Pre-Application Submittal

March 30, 2015

Project description:

University of Colorado Health (UCHealth) is excited to bring a new hospital to Longmont, providing a

higher level of care, close to home, for patients. The project consists of a 3 story acute care hospital

providing surgery, imaging, emergency medicine, labor & delivery, and inpatient nursing. The hospital is

approximately 172,000 SF of new construction including approximately 47,500 SF of shell (future

expansion) space. The hospital will be supported by an attached 12,000 SF Central Utility Plant. The

project will also include the construction of a one story, 16,000 SF Ambulatory Surgery Center.

The project will develop approximately 32 acres of the site and will provide parking in accordance with

the anticipated needs. The site will include a helistop used to transport emergency patients outward to

other acute care hospitals capable of providing higher levels of care.

The development of the site will include the construction of a new public road as required by the

approved concept plan. The road will extend northward from the existing access point on Colorado

State Highway 119 along the eastern edge of the existing electrical substation where it will intersect

with a proposed east-west street that terminates at a new access point on County Line Road. The site

plan also shows the realignment of the existing Oligarchy Ditch and addition of the planned Greenway to

coincide with the alignment of the proposed roads. An additional access point is desired Colorado State

Highway 119 to direct patients and visitors to the hospital main entrance. A conceptual site plan is

included for initial city comment and feedback.

Building construction for the hospital and Central Utility Plant will be Type 1A, and Type 2A for the

Ambulatory Service Center.

Utilities assumptions:

Water

The property will be serviced from City of Longmont public water mains which are located in the ROW

adjacent to the property. Based on the City’s records there is an existing 12” PVC water main located in

East County Line Road ROW on the east side of the property and a 16” PVC water main located in

Highway 119 ROW on the south side of the property. Based on City records a 16” water main is stubbed

into the property off the water main within Highway 119 and two 12” mains were stubbed off the water

main within County Line Road. All three stubs are directed toward the subject site.

It is anticipated that a 16” water main will be installed with the development which will run from the

existing 16” stub located at the southwest corner of the site to the north property line. An 8” main will

connect to the 16” main and will run east to the existing stub in County Line Road which is located

approximately 1,100 feet north of the intersection of Highway 119 and County Line Road. The 8” PVC

main will create a loop with the proposed 16” main and will also be looped through the site to provide

water service to the subject development.

Each building will require separate domestic and fire services. Fire hydrants, complying with Fire

Department and International Fire Code, will be required throughout the site. It is anticipated that

buildings on the site will be fully sprinkled. Domestic water meters will be sized by the plumbing

engineer.

At this time it is anticipated that the water loop through the development from the public mains will be

adequate to provide services to the site. The services will be designed and constructed per City of

Longmont standards. Service line sizes will be coordinated on a later date. A water model will be

developed later in design to determine the exact size requirements for these water main improvements.

Sanitary Sewer

Based on the City’s GIS there are no existing sanitary sewer mains immediately adjacent to the

development. Installing sanitary services to the development will require significant offsite

improvements to the public ROW sanitary system. All sanitary sewer main installations will comply with

City of Longmont Standards. The nearest sanitary main is about a quarter mile to the east of the site

within Highway 119 ROW. In order to account for future development the City has previously installed

an 8” PVC pipe underneath Country Line Road near the southeast corner of the site. This pipe was

installed so that County Line Road would not need to be open cut and re-paved during construction of

future developments.

A public sanitary main will need to be installed within Highway 119 which connects the pipe underneath

County Line Road to the existing sanitary sewer main approximately a quarter mile to the east of the

site. Manholes will be required within the main per City standards. We have estimated that the

proposed onsite sanitary main will be 8” PVC. This onsite main will connect into the existing pipe

underneath County Line Road and will require an easement to be dedicated by the land owner. Sanitary

services for each building will tie into the 8” PVC main that runs through the site. In order to account for

future development, the 8” PVC main will need to extend beyond the site to the north and west.

Grease interceptors will be required to handle waste flows from kitchens. The building sanitary service

connections will be sized by the plumbing engineer.

Storm Drainage

In general, the site slopes from the west toward the south and east. The onsite storm improvements and

grading will be designed to capture and carry runoff from major and minor storm events per City of

Longmont standards. Storm sewer improvements will be required to capture the building roof drains,

parking lot runoff, and landscaped areas. The runoff will be diverted onsite to an onsite water quality

and detention facility. The proposed water quality and detention area will likely be constructed in the

southeast portion of the site. The runoff will be released at a rate equal to the site’s predeveloped

runoff rate which will not cause hazardous conditions upstream or downstream of the subject

development. An outlet structure will be required within the water quality and detention area which

will connect to the public storm system near the intersection of Highway 119 and County Line Road

Additional coordination and analysis is needed to determine the capacities of the existing storm system.

The Oligarchy Ditch travels through the subject development. Flows from the ditch enter the

development from the southwest and exit the development to the northeast. In order to accommodate

the proposed development, the ditch will need to be rerouted. The ditch may be rerouted to be

maintained within the 100’ Greenway Open Space that is required within the 2004 Ludlow Property

Concept Plan pending on final design location of the open space. The ditch will likely require partial or

total piping encasement to ensure safe drainage conditions for the rest of the site.

Ditch company coordination and flow analysis are needed to determine improvements needed for the

existing coordination and flow analysis are needed to determine improvements needed for the existing

ditch.

Angie

Polygon

Angie

Text Box

PROPOSED DEVELOPMENT AREA

MECHANICAL YARD

LANDSCAPEDGARDEN

LANDSCAPED ZONE

LANDSCAPEDZONE

LANDSCAPED ZONE

LAND

SCAPED

BUFFER

SETBACK

50' - 0"

SETBACK20' - 0"

RIGHT OF WAY71' - 0"

GREENWAY100' - 0"

50' - 0" 50' - 0"

DITCH

5'DETACHEDWALK

↑

↑

↓

↓

↓↑

↓↑↓↑

↓↑

↓↑↓↑

RIG

HT

OF

WA

Y71

' - 0

"

GR

EE

NW

AY

80' -

0"

40' -

0"

40' -

0"

FUTURE MOB(PHASE I)

HOSPITAL

DITCH 5'DETACHED WALK

50' - 0" 50' - 0"

GREENWAY100' - 0"

40' -

0"

40' -

0"

GR

EEN

WAY

80' -

0"

SET B

ACK

10' -

0"

↑ ↑ ↑↓↓↑↓

PROPERTY LINE

PROPERTYLINE

PROPERTY LINE

LANDSCAPED ZONELANDSCAPED ZONE

LANDSCAPED BUFFERLANDSCAPED BUFFER

HELIPADAMBULANCEENTRY

ED ENTRYMAIN ENTRANCE

SERVICEDOCK

MOBENTRY

STAFFENTRY

COUN

TY LI

NE R

OAD

HWY. 119

PROP

OSED

PUB

LIC W

AY

PROPOSED PUBLIC WAY

POTENTIAL SITECONNECTION

FUTURE PARKING

FUTURE PARKING

FUTURE PARKING

FUTURE PARKING

FUTUREPARKING

LANDSCAPEDZONE

LANDSCAPED BUFFER

LANDSCAPED BUFFER

FUTUREMOB(PHASE II)

COURTYARD

FUTURECOURTYARD

DETENTIONAREA

FUTURELANDSCAPEDGARDEN

40' - 0"

40' - 0"

GREENWAY

80' - 0"

DITCH

DATE:PHASE:

PROJECT NO.

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE "NOT FORREGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION."

DATE: 3/18/2015ARCHITECT OF RECORD: Mark VaughanSTATE: ColoradoREGISTRATION NO.: ARC.00403795

Copyright © WHR Architects, Inc.3/31

/201

5 10

:51:

48 P

M

ARCH. SITE PLAN

UCHealthLongmontMedical Center

2015-04-03

D14009-00

SCHEMATIC DESIGN

NW Corner of E. Ken Pratt Blvd. (119) andWeld County Rd. 1

University of ColoradoHealth

AS0012015

SCALE: 1" = 50'-0"

ARCHITECTURAL SITE PLANA1

REVISIONS

NO. DATE DESCRIPTION

Level 10"

Level 218' - 0"

Level 334' - 0"

ROOF50' - 0"

79' -

6"

17' -

6"

2' -

0"10

' - 0

"16

' - 0

"16

' - 0

"18

' - 0

"

TOP OF ROOF79' - 6"

TOP OF PARAPET60' - 0"

TOP OF WALL62' - 0"

STRUCTURAL GLAZING

CAST STONE COPING(TYP. @ BRICK ANDSTONE MASONRY)

METAL COPING BYMANUFACTURER (TYP. @ METALAND TRESPA PANEL SYSTEMS)

CURTAIN WALL - VERTICAL SSG


STANDING SEAMMETAL ROOF


COPPER FASCIA

CURTAIN WALLVERTICAL SSG




STANDING SEAMCOPPER ROOF (CANOPY)

COOPER FASCIA

COPPER FASCIA

EMERGENCYDROP-OFF

AMBULANCEENTRY


Level 10"

Level 218' - 0"

Level 334' - 0"

ROOF50' - 0"

17' -

6"

2' -

0"10

' - 0

"16

' - 0

"16

' - 0

"18

' - 0

"

79' -

6"

A202A4

TOP OF ROOF79' - 6"




SLOPED CURTAIN WALLVERTICAL SSG

CURTAIN WALL - VERTICAL SSG W/ 6" HORIZONTAL MULLION CAPS

CURTAIN WALL - VERTICAL SSG W/ 6" HORIZONTAL MULLION CAPS


STRUCTURAL GLAZING


COPPER FASCIA

STANDING SEAM COPPER ROOF

STANDING SEAMCOPPER ROOF

(CANOPY)

STANDING SEAMCOPPER ROOF(CANOPY)


METAL COPING BYMANUFACTURER(TYP. @ METALAND TRESPAPANEL SYSTEMS)

COPPERFASCIA

COPPERFASCIA

LIGHT MONITOR

TOP OF WALL62' - 0"

COPPER FASCIA


ALUMINUM COMPOSITE COLUMN WRAP

SUNSHADES

Level 10"

Level 218' - 0"

Level 334' - 0"

ROOF50' - 0"

79' -

6"

18' -

0"

16' -

0"

16' -

0"

10' -

0"

2' -

0"17

' - 6

"

TOP OF ROOF79' - 6"






TOP OF WALL62' - 0"

STRUCTURAL GLAZING



COPPER FASCIA

CURTAIN WALL - VERTICAL SSG PUNCHEDWINDOWS (TYP.)


STANDING SEAM METAL ROOF


LIGHT MONITOR (TYP.)

COOPER FASCIA

AMBULANCEENTRY

LOADING DOCK

Level 10"

Level 218' - 0"

Level 334' - 0"

ROOF50' - 0"

79' -

6"

TOP OF ROOF79' - 6"


TOP OF WALL62' - 0"

17' -

6"

2' -

0"10

' - 0

"16

' - 0

"16

' - 0

"18

' - 0

"

SLOPED STRUCTURALGLAZING




COPPER FASCIA









COPPER FASCIA

MAIN ENTRYDROF-OFF



ALUMINIUMCANOPY SYSTEM

EP1 - ALUMINUM COMPOSITE MATERIAL

EP2 - TRESPA WALL PANEL

EP3 - FLAT LOCK PANEL SYSTEM

EM2 - ANCHORED STONE MASONRY VENEER

IGU1 - CLEAR GLAZING SYSTEM

1/2" RAINSCREEN JOINT BETWEEN PANELS

1/2" RAINSCREEN JOINT BETWEEN PANELS

EM1 - ANCHORED BRICK MASONRY VENEER

IGU2 - SPANDREL GLAZING SYSTEM

EXTERIOR ELEVATION LEGEND

SHIP LAP JOINT BETWEEN PANELS

EP4 - ARCHITECTURAL SCREEN WALL

DATE:PHASE:

PROJECT NO.

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




/201

5 11

:31:

51 P

M

OVERALL BUILDINGELEVATIONS


2015-04-03

D14009-00

SCHEMATIC DESIGN



A2012015

SCALE: 1/16" = 1'-0"

EXTERIOR ELEVATION - EASTB1

SCALE: 1/16" = 1'-0"

EXTERIOR ELEVATION - SOUTHA1

EXTERIOR ELEVATION - NORTHC1

EXTERIOR ELEVATION - WESTD1REVISIONS


DATE:PHASE:

PROJECT NO.

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




/201

5 10

:53:

22 P

M

3D VIEWS


2015-04-03

D14009-00

SCHEMATIC DESIGN



A9012015

REVISIONS


SW ISOMETRICC1

NE ISOMETRICA1

plans for proposed longmont hospital

Documents

pvc water main

pvc main

hospital main entrance

new hospital

water service

east county line road

subject site

new public road