vrain rowhomes - ksa€¦ · overall buildings or structure length (max) n/a parking required...

DRAWING INDEX

SHEET 1 of 14 COVER SHEET

SHEET 2 of 14 EXISTING SITE SURVEY (1)

SHEET 3 of 14 EXISTING SITE SURVEY (2)

SHEET 4 of 14 SITE PLAN

SHEET 5 of 14 GRADING PLAN

SHEET 6 of 14 UTILITY PLAN

SHEET 7 of 14 LANDSCAPE PLAN

SHEET 8 of 14 LANDSCAPE DETAILS

SHEET 9 of 14 EXTERIOR ELEVATIONS 1

SHEET 10 of 14 EXTERIOR ELEVATIONS 2

SHEET 11 of 14 ROOF PLAN

SHEET 12 OF 14 FIRST LEVEL FLOOR PLAN

SHEET 13 OF 14 SECOND LEVEL FLOOR PLAN

SHEET 14 OF 14 HALF STORY FLOOR PLAN

GENERAL NOTES:1. FENCES, WALLS, SIGNS AND ACCESSORY STRUCTURES ARE SUBJECT TO SEPARATE

REVIEWS AND PERMITS.2. ANGLES NOT SHOWN ARE EITHER 90 DEGREES OR A SUPPLEMENT OF THE ANGLE

INDICATED.3. PRIVATE ROADWAYS WILL BE POSTED WITH "FIRE LANE" SIGNS AS REQUIRED BY THE

DENVER FIRE DEPARTMENT.4. PARKING SPACES FOR PERSONS WITH DISABILITIES WILL BE CLEARLY DELINEATED WITH

UPRIGHT SIGNS.5. APPROVAL FOR THIS PLAN DOES NOT CONSTITUTE OR IMPLY COMPLIANCE WITH ADA

REQUIREMENTS.6. ALL SITES SHALL BE LANDSCAPED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF

OCCUPANCY DURING THE GROWING SEASON OF APRIL 1ST TO OCTOBER 1ST, AT ALLOTHER TIMES THE INDIVIDUAL SITES SHALL BE LANDSCAPED WITHIN 45 (FORTY-FIVE)DAYS OF THE START OF THE FOLLOWING GROWING SEASON.

7. AN ACCESS EASEMENT FOR EMERGENCY SERVICES IS HEREBY GRANTED ON ANDACROSS ALL AREAS FOR POLICE, FIRE, MEDICAL, AND OTHER EMERGENCY VEHICLESAND FOR THE PROVISION OF EMERGENCY SERVICES.

8. ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH UNDERGROUND AUTOMATICIRRIGATION SYSTEMS. TREES, SHRUBS, & DECORATIVE GRASSES WILL BE IRRIGATED BY ASEPARATE ZONE FROM SOD/GRASS; THIS INCLUDES TREES PLANTED IN SOD/GRASSAREAS. THE IRRIGATION SYSTEM IS TO HAVE A RAIN SENSOR SHUTOFF INSTALLED.

9. ALL COMMON AREAS AND FACILITIES SHALL BE MAINTAINED BY A HOMEOWNER'SASSOCIATION TO BE FORMED.

STATISTICAL INFORMATION:

ZONE DISTRICT

GENERAL ZONE LOT INFORMATION

ZONE LOT SIZE (GROSS PROJECT AREA)

AREA TO BE DEEDED FOR ADDITIONAL RIGHT-OF-WAY

NET PROJECT AREA (AFTER DEEDING OF ANY NEEDED PUBLIC R.O.W.)

PROPOSED USE (S)

NUMBER OF DWELLING UNITS (RESIDENTIAL PROJECTS ONLY)GROSS FLOOR AREA FOR EACH USE

BUILDING FORM USED ROWHOMES

29'-9 1/2"

U-RH-3A

SQ. FT. ACRES

6,100 SQ. FT.

N/A N/A

N/A

RESIDENTIAL MULTIFAMILY TOWNHOMES

4 UNITS

OWNERS SIGNATURE:WE, THE UNDERSIGNED, SHALL COMPLY WITH ALL REGULATIONS CONTAINED IN THE DENVER ZONING CODE. THEFOLLOWING SIGNATURES CONSTITUTE ALL OWNERS AND HOLDERS OF DEEDS OF TRUST FOR LAND ANDSTRUCTURES INCLUDED IN THIS PLAN:

LEON CISNEROS DATE

STATE OF COLORADOCITY AND COUNTY OF DENVER

THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF _________________________

WITNESS MY HAND AND OFFICIAL SEAL

MY COMMISSION EXPIRES:

NOTARY PUBLIC ADDRESS

APPROVALS:APPROVED BY

ZONING ADMINISTRATOR DATE

APPROVED BY MANAGER OF COMMUNITY PLANNING & DEVELOPMENT DATE

SURVEYOR'S CERTIFICATION:I, KARL FRANKLIN, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THESURVEY FOR THE ZENOBIA ROWHOME PROJECT WAS MADE UNDER MY SUPERVISION AND THE ACCOMPANYINGPLAN ACCURATELY AND PROPERLY SHOWS SAID SURVEY.

KARL FRANKLIN, PLS DATE

CLERK AND RECORDER'S CERTIFICATION:

STATE OF COLORADOCITY AND COUNTY OF DENVER

I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD IN MY OFFICE AT

______________ O'CLOCK _______m., ______________________________, 20 _______ ,

AND DULY RECORDED UNDER RECEPTION # ______________________________ .

______________________________________________________________________________Clerk and Recorder; Ex-Officio Clerk of the City and County of Denver

BY ________________________________________________________ DEPUTY

FEE ____________________________________

PRIMARY AND SIDE STREET DESIGNATIONS VRAIN STREET/ PRIMARY STREET

(FOR NON RESID. & MIXED USE PROJECTS) N/A

DESIGN ELEMENTS REQUIRED PROVIDED

BUILDING HEIGHT, STORIES (MIN/ MAX) 2-1/2

BUILDING HEIGHT, FEET (MIN/ MAX) 35'-0" MAX

BUILD TO N/A

PRIMARY STREET TOTAL BUILD TO (MIN. % WITHIN MIN/ MAX)(REFER TO SHEET 3 OF 10 FOR DETAILS/ ZONING INFORMATION)

SIDE STREET TOTAL BUILD TO (MIN. % WITHIN MIN/ MAX) N/A(REFER TO SHEET 7 OF 10 FOR DETAILS)

OVERALL BUILDINGS OR STRUCTURE LENGTH (MAX) N/A

PARKING REQUIRED PROVIDED

STANDARD SPACES 4 / 1 SPACE PER UNIT 4

COMPACT SPACES N/A

ACCESSIBLE SPACES N/A

TOTAL 4 4

NOTE: (IF THE AMOUNT OF PARKING PROVIDED IS LESS THAN REQUIRED, PLEASE PROVIDEREFERENCE TO DZC SECTION THAT WERE USED FOR REDUCTION)

BICYCLE (ENCLOSED/ FIXED) 1 PER 4 UNITS / 1 1

LOADING SPACES

GROUND STORY ACTIVATION (TRANSPARENCY) N/A

TOTAL TRANSPARENCY PRIMARY STREET (%)(REFER TO SHEET 7 OF 10 FOR ANALYSES)

TOTAL TRANSPARENCY SIDE STREET (%)(REFER TO SHEET X OF XX FOR ANALYSES)

N/A

N/A

N/A

N/A

.14

LEGAL DESCRIPTION:LOCATED IN THE SOUTHWEST 14 OF SECTION 31,TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE 6TH PM.LOTS 30 & 31, BLOCK 15 OF THE SLOAN LAKESUBDIVISION, CITY AND COUNTY OF DENVER, STATEOF COLORADO.

2-1/2

1

VRAIN ROWHOMES1531 VRAIN ST., Units #1-4

LOCATED IN THE SOUTHWEST 1/4 SECTION 31, TOWNSHIP 4 SOUTH, RANGE 68 OF THE WEST 6TH PM,

LOTS 30 & 31, BLOCK 15 OF THE SLOAN LAKE SUBDIVISION, CITY AND COUNTY OF DENVER, STATE OF COLORADO

VRAIN ROWHOMES- SITE DEVELOPMENT PLAN

COVER SHEET 1 of 1403.09.16

R C H I T C T U RA E E

4900 W. 29th AvenueDenver, CO 80212 office 303.630.9514 fax 303.433.0330

LEGAL NOTICE:

According to Colorado law, you must commence any legalaction based upon any defect in this Land Survey Platwithin three years after you first discovered such defect. Inno event may any legal action based upon any defect inthis Land Survey Plat be commenced more than ten yearsfrom the date of certification shown hereon.

Existing Fence As Shown

Existing Concrete

BLOCK DIAGRAM:

W

Water Meter

Gas MeterG

Property Corner As Shown

Spot Elevation

Electric Meter

N

S

EW

E

Not to Scale

Light

Sign

Electric Box

Water Valve

Utility Pole

Internal Property Line

Property Line

Adjacent Property Line

Existing Contour5280

N

S

EW

Drawing Scale & North Arrow

0 5 10 20 30

( IN FEET )

1 inch = 10 ft.

Legend

3461 Ringsby Court, Suite 125

Denver, CO 80216

201 East Las Animas, Suite 113

Colorado Springs, CO 80903

720.413.9691

[email protected]

www.AltitudeLandCo.com

CIVIL|SURVEY|PLANNING|LANDSCAPE

LTITUDELAND CONSULTANTS I

N

C

VRAIN ROWHOMES1531 Units #1-4 N. Vrain St.

LOCATED IN THE SOUTHWEST 1/4 OF SECTION 31, TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE 6TH PM.



GENERAL NOTES:1. Field work performed in October 2015.

2. This survey was prepared without the benefit of a currenttitle commitment and does not constitute a title search byAltitude Land Consultants of the property shown anddescribed hereon to determine Right-of-Way, easements andencumbrances of record affecting this tract of land.

3. Basis of Bearings: No bearings were used in this LandSurvey Plat. Interior angels were used as per recorded Plat.The information shown hereon was obtained from the recordplat of subject property as referenced herein and record tiebooks.

4. All property corners were found or set as shown on thissurvey.

5. All measurements in parentheses are per Plat, allmeasurements in bold italics are as measured in the field.

6. All linear measurements were taken using the U.S. SurveyFoot

7. Site address is 1531 Vrain Street, Denver, Colorado

8. City of Denver Benchmark 142A, a brass cap located at theSoutheast corner of Tennyson Street and 17th Avenue on thetop of curb. Said benchmark having an NAVD88 verticalelevation of 5323.86 feet.

LEGAL DESCRIPTION:Lot 30 & 31,Block 15,Sloan Lake Subdivision,City & County of Denver,State of Colorado.

SURVEY SHEET 2 of

LEGAL NOTICE:

According to Colorado law, you must commence any legalaction based upon any defect in this Land Survey Platwithin three years after you first discovered such defect. Inno event may any legal action based upon any defect inthis Land Survey Plat be commenced more than ten yearsfrom the date of certification shown hereon.

Internal Property Line

Property Line

Adjacent Property Line

N

S

EW


0 25 50 100 150

( IN FEET )

1 inch = 50 ft.

Legend3461 Ringsby Court, Suite 125

Denver, CO 80216



720.413.9691

[email protected]




N

C






2. This survey was prepared without the benefit of a currenttitle commitment and does not constitute a title search byAltitude Land Consultants of the property shown anddescribed hereon to determine Right-of-Way, easements andencumbrances of record affecting this tract of land.

3. Basis of Bearings: No bearings were used in this LandSurvey Plat. Interior angels were used as per recorded Plat.The information shown hereon was obtained from the recordplat of subject property as referenced herein and record tiebooks.

4. All property corners were found or set as shown on thissurvey.

5. All measurements in parentheses are per Plat, allmeasurements in bold italics are as measured in the field.

6. All linear measurements were taken using the U.S. SurveyFoot


8. City of Denver Benchmark 142A, a brass cap located at theSoutheast corner of Tennyson Street and 17th Avenue on thetop of curb. Said benchmark having an NAVD88 verticalelevation of 5323.86 feet.

LEGAL DESCRIPTION:Lot 30 & 31,Block 15,Sloan Lake Subdivision,City & County of Denver,State of Colorado.

RANGE POINT DIAGRAM 3 of

Project Site

REFERENCES USED:SLOAN LAKE SUBDIVISION BOOK 23 PAGE 30MAULS SUBDIVISION BOOK 8 PAGE 77

LEGAL DESCRIPTIONS PER DENVER ASSESSOR

MEASURED (PER PLAT)

1 1/8"=1'-0"SITE PLAN

2

NO

RTH

PROJECTLOCATION

SITE LEGEND

ATTACHED GARAGES/ 1 CAR

PROPERTY BOUNDARY

SETBACK INDICATION EXISTING FENCE LOCATION

EXISTING ELECTRIC LINE (OVERHEAD)OE

EXISTING 3/4" WATER LINE

NEW 4" SANITARY SEWER LINE(SCHED. 40, V.I.F. IF EXISTING)

NEW SPLASH BLOCK

SWALE/DRAINAGE DIRECTION

W

SS

ZONING INFORMATION:PROPOSED USE ................................ MULTI-FAMILY RESIDENTIALBUILDING FORM ............................... ROWHOMESOCCUPANCY GROUP .................... R-2 / IRC TOWNHOMECONSTRUCTION TYPE ......................V-BZONING DESIGNATION ................... U-RH-3AMAXIMUM STORIES / BUILDING HT... 2 1/2 | 35'-0" (FRONT 65%) / 19'-0" (REAR 35%)PRIMARY BASE PLANE ......................5338.0' (FRONT)/ 5338.0' (REAR)SETBACKS ......................................... FRONT: 27'-8", BLOCK SENSITIVE

REAR ALLEY: 12'-0" (5'-0" ATTACHED GARAGE SETBACK) SIDES, INTERIOR: 5'-0"

UPPER STORY SETBACK.................... 15' FOR FLAT ROOF ABOVE 25' FOR SIDE STREET AND SIDE INTERIOR

PARKING .......................................... 1 SPACE PER UNIT REQ'D. (SECT. 5.4.4), 4 UNITS: 4 REQD./ 4 PROVIDED

REAR: 5'-0" (23' TOTAL CLEAR DEPTH PROVIDED AT GARAGE ENTRY-

GARAGE: (FOLLOW DETACHED GARAGE SETBACKS)

SIDES, INTERIOR: 0'-0"

LIMITS OF HALF STORY PORTION OF ROWHOMES

LIMITS OF 1 STORY PORTION OF ROWHOMES

GARAGE DOOR TO REAR OF ALLEY)

(FIRE REVIEW REQUIRES 3'-0" MIN.)

UPPER STORY STEPBACK.................. 10' FOR FLAT ROOF ABOVE 25' FOR FRONT PRIMARY STREET

LIMITS OF 2 STORY PORTION OF ROWHOMES

E

NNW

SW

NE

SE

S

W

SITE LIGHTING NOTES:ANY PROPOSED LIGHT FIXTURES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLICRIGHT-OF-WAY, SHALL BE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENTGLARE PROBLEMS AND SHALL NOT EXCEED NATIONAL I.E.S. LIGHTING STANDARDS FOR DISABILITY GLARE.

FIRE FLOW DATA BLOCK:TOTAL FIRE FLOW REQUIRED FOR THIS SITE IS 1,500 GPM MIN. @ 20 PSI RESIDENTIAL PRESSURE. THIS FLOW MUST BEPROVIDED FROM A MINIMUM OF 1 FIRE HYDRANT INDIVIDUALLY, EACH FIRE HYDRANT MUST SUPPLY 1500 GPMMINIMUM @20 PSI RESIDENTIAL PRESSURE

CODE USED FOR ANALYSIS: 2009 IFC WITH 2011 AMMENDMENTSOCCUPANY GROUP (S): R-2, CONSTRUCTION TYPE(S) : V-B

FIRE FLOW CALCULATION AREA: TOTAL BUILDING AREA AT EACH UNIT IS 1,530 SQ. FT. ACCORDING TO IFC TABLEB105.1, TYPE V-B CONSTRUCTION, FIRE FLOW IS 1,500 GPM AT 2 HOURS FLOW DURATION. IFC TABLE C105.1 REQUIRESHYDRANT WITHIN 250 FEET MAX DISTANCE FROM HYDRANT TO ANY POINT ON STREET OR ROAD FRONTAGE. THISBUILDING IS NOT FULLY SPRINKLERED.

LANDSCAPE NOTES:PROPOSED TREES IN THE ROW SHALL BE PRE-APPROVED BY THE CITY FORESTER'S OFFICE AND SHALL BEA MINIMUM OF 20' FROM PROPERTY CORNERS AT INTERSECCTIONS, 25' FROM STREET LIGHTS, 20' FROMCURB RAMPS, AND 10' FROM EDGE OF DRIVEWAYS. ALL PROPOSED LANDSCAPING IN TH ROW SHALLBE PER THE STREETSCAPE DESIGN MANUAL.

KEY NOTES: MAILBOX LOCATION NEW SINGLE-SIDED BIKE RACK, 42"x72" AREA FOR 2 BIKES/ (1 BIKE REQD.) BY PEAK RACKS, OR APPROVED EQUAL

1

2

10.0'

AREA TO BE DEDICATED

122.0'

50.0

'

E

1

5'-1

"

10'-0" REARSETBACK

ELEV.(REF. SURVEY)

5338.1'

5'-1

"SE

TBA

CK

39'-1

0"

42'-8"(1 STORY MAX)

ELEV.(REF. SURVEY)

5337.3'

ELEV.(REF. SURVEY)

5338.1'ELEV.(REF. SURVEY)

5337.6'

ELEV.(REF. SURVEY)

5337.6'

10'-0"(UPPER STORY

FRONT STEPBACK)

15'-0

"15

'-0"

(UPP

ER S

TORY

(UPP

ER S

TORY

SETB

AC

K)

3'-0"

3.0'

84'-2"

33'-8"

27'-9"10'-1"

79'-4"

32'-8" 17'-10"

7

4

UNIT 21-CAR GARAGE

UNIT 41-CAR GARAGE

UNIT 31-CAR GARAGE

UNIT 11-CAR GARAGE

AREA CALCULATIONS (SQ. FT.):

1531 VRAIN ST. UNITS #1 THROUGH #4(BUILDING GROSS AREA):FIRST FLOOR GROSS AREA .................................................. 3,270 SQ. FT.SECOND FLOOR GROSS AREA .......................................... 1,772 SQ. FT.THIRD FLOOR GROSS AREA ............................................ 822 SQ. FT.TOTAL GROSS AREA ..................................................... 5,864 SQ. FT.

UNIT #1UNIT #2UNIT #3

/COND. SPACE2nd FLR.

732/190

523/190732/190

362 164164246

1st FLR. GARAGEADDRESS COND. SPACE

HALF STORYCOND. SPACE

1531 VRAIN STREET UNITS #1 THROUGH #4 (UNIT AREAS):

UNIT #4

523362

523/190 246523

18'-10" 13'-10"

UNIT 3FF=5339.5'

UNIT 4FF=5339.5'

UNIT 1FF=5339.5'

UNIT 2FF=5339.5'

D C B A

10'-1" 27'-9"

FRONT SETBACK)51'-6"

5'-0

"SE

TBA

CK

5'-0

"

VICINITY MAPNO SCALE

1(DISTANCE FROM REAR SETBACK

TO BACK OF ALLEY)

23.0'

27'-8"

(DISTANCE FROM REAR SETBACK

TO BACK OF ALLEY)

1

EXIS

T.G

'C

ON

CRE

TEW

ALK

1

R C H I T C T U RA E E4900 W. 29th AvenueDenver, CO 80212 office 303.630.9514 fax 303.433.0330





SITE PLAN 4 of 143.09.16

AutoCAD SHX Text

10' ALLEY

AutoCAD SHX Text

FRONT 65% OF LOT/ 3 STORIES & 30' MAX. BLDG. HEIGHT ALLOWED

AutoCAD SHX Text

REAR 35% OF LOT/ 1 STORY& 19' MAX. BLDG. HEIGHT ALLOWED (17' MAX. GARAGE HT.)

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

LINE OF CANOPY ABOVE

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

LINE OF CANOPY ABOVE

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

NEW CONC. PATH

AutoCAD SHX Text

NEW CONC. PATH

AutoCAD SHX Text

NEW CONC. PATH

AutoCAD SHX Text

NEW CONC. PATH

AutoCAD SHX Text

VRAIN STREET (80' ROW)

AutoCAD SHX Text

INSTALL 2.3' SIDEWALK ADDITION ADJACENT TO EXISTING SIDEWALK, PROVIDE 5.0' WIDE SEIDEALK PER STD. DWG NO. 5.2, TYP.

LOT 30

LOT 29

LOT 31

ADJACENT BUILDING

LOT 32ADJACENT GARAGE

10' A

SPHA

LT A

LLEY

VRA

IN S

TREE

T (8

0' R

OW

)

CO

NC

RETE

WA

LKBO

C

EOA

FL-FL30.5'

FG: 5337.20

FG: 5337.10

FG: 5337.00

FG: 5336.90

2.0%

2.0%

2.0%

2.0%

1.0%

1.0%

FG: 5337.80

FG: 5337.95

1.3%

GS: 5338.25

GS: 5338.25

GS: 5338.25

FG: Finished GradeEG: Existing GradeFL: Flow LinePC: Property CornerTC: Top of CurbBC: Bottom of CurbBS: Bottom of StepTS: Top of StepGB: Grade BreakGS: Ground ShotTW: Top of WallBW: Bottom of WallDS: DownspoutFFE: Finished Floor Elevationfoy: Foyergar: Garage

Abbreviation LegendDownspout Notes:1. All discharge points for downspout lines must be at least 3 feet

away from adjacent properties and public sidewalks. If extenderson the downspouts or sump pump lines do not discharge to afoundation splash block, extenders must be at least 2 feet from thebuilding foundation.


Denver, CO 80216



720.413.9691

[email protected]




N

C


2. This survey was prepared without the benefit of a current title commitmentand does not constitute a title search by Altitude Land Consultants of theproperty shown and described hereon to determine Right-of-Way, easementsand encumbrances of record affecting this tract of land.

3. Basis of Bearings: No bearings were used in this Land Survey Plat. Interiorangels were used as per recorded Plat. The information shown hereon wasobtained from the record plat of subject property as referenced herein andrecord tie books.

4. All property corners were found or set as shown on this survey.

5. All measurements in parentheses are per Plat, all measurements in bolditalics are as measured in the field.

6. All linear measurements were taken using the U.S. Survey Foot


8. City of Denver Benchmark 142A, a brass cap located at the Southeastcorner of Tennyson Street and 17th Avenue on the top of curb. Saidbenchmark having an NAVD88 vertical elevation of 5323.86 feet.





S S

SS

STM STM

W W

W W

52805280

Fiber Fiber

OHE OHE

Property LineAdjacent Property LineExisting Sanitary SewerProposed Sanitary SewerExisting Storm SewerProposed Storm SewerExisting WaterProposed WaterExisting Fiber Optic LineExisting Overhead ElectricExisting Gas LineExisting ContourProposed ContourExisting Spot ElevationProposed Spot ElevationParking SpacesAccessible Route

GAS GAS

Legend

10

FL: 53XX.X

FL: 53XX.X

N

S

EW


0 5 10 20 30

( IN FEET )

1 inch = 10 ft.

Transportation Notes:1. Site Development Plan approval does not constitute a notice to proceed

for R.O.W. work. The contractor is responsible for obtaining all project R.O.W.permits associated with construction in the right-of-way. improvementsmade within the public right-of-way totaling more than $20,000 require aperformance bond. Contact R.O.W. inspector for this area of the City, DaveMoore at 303-446-3687 at least 2 weeks before any R.O.W. permit needs.

2. All work in the R.O.W. shall conform to current City and County of DenverSpecifications, shall be performed by a licensed and bonded right-of-waycontractor, and require inspection by the City prior to a TemporaryCertificate of Occupancy (TCO) or Certificate of Occupancy (CO) beingissued.

3. Contractor is responsible for providing and maintaining adequate trafficcontrol throughout the project, including proper traffic control devicesand/or personnel as required. A Traffic Control Plan (TCP) is subject to Cityand County of Denver and/or CDOT approval prior to commencing workon roadway R.O.W.. A copy of approved TCPs must be available on siteduring work. Traffic control to be in accordance with M.U.T.C.D., Section VI.

4. Per section 49-551.1 of the Denver Municipal Code, the property owner oflessee of any real property is responsible for the continuing care,maintenance, repair, and replacement of all improvements installed in thepublic R.O.W. between the property line and the curb line adjoining theirproperty.

Sight Triangle Notes:1. Pedestrian Sight Triangle: No items wider than 18 inches may be taller than

30 inches within this triangle.2. Corner Sight Triangle: No items over 30 inches in height except for traffic

control devices and equipment.3. Roadway Sight Triangle: No items wider than 18 inches may be taller than

30 inches within this triangle except for street trees and traffic controldevices and equipment.

Lighting Notes:1. Any proposed light fixtures installed on private property, adjacent to the

public right-of-way, shall be oriented in such a manner or limited lumenoutput to prevent glare problems and shall not exceed National I.E.S.lighting standards for disability glare.

Block Diagram

GRADING AND DRAINAGE PLAN 5 of

LOT 30

LOT 29

LOT 31

ADJACENT BUILDING

LOT 32ADJACENT GARAGE

10' A

SPHA

LT A

LLEY

VRA

IN S

TREE

T (8

0' R

OW

)

CO

NC

RETE

WA

LKBO

C

EOA

FL-FL30.5'

W

W

G G

W

W

Denver Water (DW) Standard Notes:1. Each fire hydrant must supply 1500 GPM minimum at 20 psi residual pressure.2. Water plans for this project must be submitted to DW for review and approval, separate of the DRC process.3. An approved DW backflow preventer is required on fire lines, commercial and multi-family dwellings.4. Meter locations must be approved by DW.5. Developer is responsible for all necessary system modifications needed to meet the required flows.6. All existing taps on the site that are not used must be cut-off at the main and inspected by DW. This will be done at the developer's

cost.7. System Development Charge Credits for tap cuts will be issued with DW policy.8. When a water easement is required on a site, this easement will be granted to DW by separate document.9. Landscaping depicted in future water easements must comply with restrictions contained within the standard water easement

agreement.10. Each independent structure must have its own separate tap, service line and meter.11. Sib-metering is required on individual multi-family units as mandated by City Ordinance.12. Soil amendment is required on all new water services. Certificate of Occupancy will not be issued without a soil inspection by DW.

TOTAL FIRE FLOW REQUIRED FOR THIS SITE IS 1500 GPM MINIMUM AT 20 PSIRESIDUAL PRESSURETHIS FLOW MUST BE PROVIDED FROM A MINIMUM OF 1 FIRE HYDRANTSINDIVIDUALLY, EACH FIRE HYDRANT MUST SUPPLY 1500 GPM MINIMUM AT 20PSI RESIDUAL PRESSURE

CODE USED FOR ANALYSIS: 2009 IFC WITH 2011 AMENDMENTSOCCUPANCY GROUP(S): R-2CONSTRUCTION TYPE(S): V-BFIRE FLOW CALCULATION AREA: 2,523 SFTHIS BUILDING IS NOT FULLY SPRINKLERED

Utility Pole Notes:1. All work related to utility poles shall be performed by Xcel Energy. The contractor is responsible for all Xcel expenses related to utility pole relocations or undergrounding during work.

2. The contractor shall call Xcel Energy's Builders Call Line, 1-800-628-2121, to initiate process with Xcel Energy.

S S

SS

STM STM

W W

W W

52805280

Fiber Fiber

OHE OHE

Property LineAdjacent Property LineExisting Sanitary SewerProposed Sanitary SewerExisting Storm SewerProposed Storm SewerExisting WaterProposed WaterExisting Fiber Optic LineExisting Overhead ElectricExisting Gas LineExisting ContourProposed ContourExisting Spot ElevationProposed Spot ElevationParking SpacesAccessible Route

GAS GAS

Legend

10

FL: 53XX.X

FL: 53XX.X


Denver, CO 80216



720.413.9691

[email protected]




N

C


2. This survey was prepared without the benefit of a current title commitmentand does not constitute a title search by Altitude Land Consultants of theproperty shown and described hereon to determine Right-of-Way, easementsand encumbrances of record affecting this tract of land.

3. Basis of Bearings: No bearings were used in this Land Survey Plat. Interiorangels were used as per recorded Plat. The information shown hereon wasobtained from the record plat of subject property as referenced herein andrecord tie books.

4. All property corners were found or set as shown on this survey.

5. All measurements in parentheses are per Plat, all measurements in bolditalics are as measured in the field.

6. All linear measurements were taken using the U.S. Survey Foot


8. City of Denver Benchmark 142A, a brass cap located at the Southeastcorner of Tennyson Street and 17th Avenue on the top of curb. Saidbenchmark having an NAVD88 vertical elevation of 5323.86 feet.





N

S

EW


0 5 10 20 30

( IN FEET )

1 inch = 10 ft.

Fire Hydrant Key Map (Not to Scale)

W. Colfax Ave

Vrain Street

1531 Vrain St.(Site)

150'

Ex. Fire Hydrant

Utility Notes:1. The building sewer line serving the existing building to be

demolished or moved must be properly cut-off, and final cut-offinspection approved by pwdes, prior to issuance of a sewer use &drainage permit for any building. Cut-off location must becoordinated with plumbing inspector on site. the properlylicensed plumbing or sewer contractor and the licensed plumbingor sewer contractor must call pwpo at 303-446-3759 for a cut-offinspection with a valid license number, no later than 3:30 p.m. onthe previous business day, to schedule inspections.

2. Absolutely no portion of any old/cut-off building sewer line orsewer tap which served any building on this site will be allowed tobe reused.

3. Nearest fire hydrant exists at the Northwest corner of Vrain Streetand W. Colfax Ave approximately 150-feet from the southeastcorner of the subject site.

4. Contractor shall verify all utility materials, sizes, locations, buildingconnections and inverts with project MEP and Architect prior tothe commencement of construction.

UTILITY PLAN 6 of

N

S

EW


0' 10' 20' 30'

SCALE 1"=10'


Denver, CO 80216



720.413.9691

[email protected]




N

C





Plant SchedulePlant Symbol

Botancial NameCommon Name Pl

antin

g Si

ze

Mat

ure

Size

Plan

t Spa

cing

Quant.

Irrig

atio

n Ty

peS=

Spra

y; D

=Drip

;M

=Mic

roSp

ray

AG D x 330' x 30' Ht. See PlanAcer grandidentatum

'Hipazam'Big Tooth Maple

2" Cal.1

2. Contractor is responsible for maintaining existing erosion control

measures as per the City and County of Denver specifications

during the duration of work on-site.

3. All existing top soil is to be stripped and stockpiled for use in the

proposed landscape. All stockpiled soil must be clear of weeds,

rocks, and debris before reapplication. All bermed planting beds

to be clear of weeds, rocks, and debris before re-application. All

bermed planting beds to be created with imported topsoil. See

Civil Engineering drawings for location of the stockpile.

4. Contractor shall provide 4” of topsoil at all sod and planting areas.

Grade shall be adjusted for sod thickness. Landscape Contractor

shall perform all finish grading.

5. The Finish Grades, See Civil Engineering Construction Drawings,

shall provide positive drainage away from Walls and Buildings. All

landscape areas shall have a minimum of 2% slope. For

Proposed Site Grading, See Grading Plan.

Turfgrass:

1. Contractor is to provide verification that all sod is of the species

shown on this plan. No substitutions will be allowed. Sod to be

laid with tight staggered edges and be rolled after installation.

2. Fine grade sod and seed areas to eliminate irregularities on the

surface. Roll or perform additional fine grading.

3. Roll sod after installation to insure roots are in contact with the

soil surface. Immediately begin watering of sodded areas.

Irrigation (Landscape Plan):

1. Irrigation will be provided to all trees, shrubs and perennials via

drip irrigation. Irrigation shall be provided to all areas of Turfgrass

via Spray/Rotor Irrigation. Where trees are located within areas

of medium/high water-use turfgrass, assure that the trees are

provided adequate irrigation. Where trees are located within

areas of low water turfgrass, trees shall be irrigated via drip

irrigation.

City of Denver Landscape Notes:1. Proposed trees in the R.O.W. shall be pre-approved

(permitted) by the City Forester's Office and shall be aminimum of 20' from property corners at intersections, 25'from street lights and 10' from edge of driveways.

2. All proposed landscaping in the R.O.W. shall be per theStreetscape Design Manual. With the exception of treeplanting, this shall be in accordance with current Forestryrules and regulations.

3. All plant material shall meet or exceed current AmericanStandard for Nursery Stock ANSI Z60.1 and the ColoradoNursery Act and accompanying Rules and Regulations.

4. Per City Code, all tree removals in Denver limits must beperformed by property owners or a tree contractor licensedby Denver Forestry (including trees in ROW's and on privateproperty). For a current list of licensed tree contractors, visitwww.denvergov.org/Forestry.

A. For Forestry-approved tree removals in public right(s) ofway and setbacks: A tree removal permit issued by theOffice of the City Forester is required prior to removal. Inorder to obtain free removal permit, contact Forestry([email protected]) with name of licensedcontractor or property owner performing removal.Include D-Log number 2014D00344) when requestingremoval permit.

B. For trees on private property (outside setbacks): AForestry-issued tree removal permit is not required prior toremoval. However, per City Code, all tree removals inDenver must be performed by property owner or a treecontractor licensed by the Office of the City Forester.

5. A Forestry-issued tree planting permit is required for all treesto be planted in public right of way. Contact Forestry([email protected]) with name of contractor orproperty owner performing planting. Include D-Log number(2014D00344) when requesting permit. Planting permits mustbe obtained prior to installation.

6. Existing trees to be preserved in public right of way andsetbacks shall be protected per Forestry standards &practices. Tree protection shall be installed prior to issue ofdemoltion permit, approved by Forestry, and shall remain inplace throughout construction. No construction shall takeplace within tree protection zones without prior writtenauthorization from the Office of the City Forester.

Landscape Notes:General Notes:

1. Contractor shall provide all labor, materials, tools and service

necessary to furnish and install all work specified and as shown

on these plans.

2. Existing tree stumps on site shall be grinded and removed unless

otherwise noted. When existing trees are to be removed from the

site, tree stumps shall be grinded and removed.

Trees, Shrubs, Perennials and Ornamental Grasses:

1. Cultivate the subsoil on all planting beds, sod and seed areas per

the landscape detail provided.

2. The tilling of planting beds and placement of backfill is to occur

just prior to planting; thereafter, protection from compaction and

construction traffic shall be provided.

3. All plant materials shall have backfill carefully placed around the

base and sides of ball to two-thirds (2/3) depth of the ball, then

thoroughly soak with water to allow settlement. All wire, burlap

fasteners and loose burlap around base of trunk shall be

removed at this time. Remainder of the pit shall then be

backfilled, allowing for depth of mulch, saucer and settlement of

backfill. Backfill shall then be thoroughly watered again.

4. All shrubs and trees shall be planted a minimum of 12” inside of

all edging and away from walls and other permanent structures.

5. All plant locations are approximate; adjust locations prior to

installing plant material as necessary to avoid conflicts with

unforeseen elements missing from the landscape drawing or

elements added during construction.

6. Quantities of materials shown on the planting plan take

precedence over quantities shown on the Plant Schedule.

Landscape Contractor shall be responsible for verifying all

quantities on the planting plan. Report any discrepancies in the

planting plan immediately to the Owner's Representative.

7. Plants are to be sized as shown per species on the Plant

Schedule.

Weed Barrier, Edging, and Ground Plane Treatment:

1. An evenly placed layer of gravel mulch, cobble mulch, or breeze

shall be placed on all areas designated to receive the specified

mulch. Minimum depths shall be achieved in accordance to the

schedule by the type of mulch. Weed barrier fabric shall be

completely covered and pinned.

2. Weed barrier shall be a woven, porous mat as manufactured by

American Excelsior Polyspun XL, Dupont Typar Style 3341 or

Mirafi “Mirascape”. The weed barrier shall be installed per

manufacturer's recommendations.

3. 4” Deep x 6" wide concrete landscape edge shall be installed

between all areas of turfgrass and planting areas.

Maintenance and Warranty:

1. The Contractor shall provide all water, watering devices and labor

needed to irrigate plant materials until provisional acceptance of

the project. The Contractor shall supply enough water to maintain

the plant's healthy condition.

2. Contractor to remove tree stakes, tree wrap, and all dead wood

on trees and shrubs one year after the commencement of the

planting installation.

3. At the completion of planting operations, all plants shall be

inspected by the owner and owner's representative. Contractor

shall replace immediately any plants not in healthy and vigorous

condition at that time at no expense to the owner. Any plants not

in healthy condition during the One-Year Warranty Period shall

be replaced as per the original specifications, free of charge to

the Owner.

4. Remove all rubbish, equipment and material and leave the area

in a neat, clean condition each day. Maintain paved areas utilized

for hauling equipment and materials by other trades in a clean

and unobstructed conditions at all times.

5. Contractor to apply fertilizer in Spring and again in Late

September. Water thoroughly after application of fertilizers. All

seeded and sodded areas to have recommended fertilizer

applications: Added 2-3 weeks after seeding emergence; once in

Mid- to late-June; In early- to mid-August; and once in Late

September. Seeded and Sodded areas are also to receive 0.5 lbs

of elemental sulfur (or equivalent material) per 1,000 sq. ft.

applied in late September. Water thoroughly after application of

fertilizers.

Implementation and Coordination of Landscape Plan:

1. The shown utility locations are approximate. Contractor shall

locate all utilities before work. Locate exact utility locations by

contacting “CALL BEFORE YOU DIG” at (800) 922-1987. The

Contractor is responsible for the repair of any damage caused to

utilities.

LANDSCAPE PLAN 7 of

Rhizomatus Tall Fescue, Sod

Concrete


Denver, CO 80216



720.413.9691

[email protected]




N

C





2. Contractor is responsible for maintaining existing erosion control

measures as per the City and County of Denver specifications

during the duration of work on-site.

3. All existing top soil is to be stripped and stockpiled for use in the

proposed landscape. All stockpiled soil must be clear of weeds,

rocks, and debris before reapplication. All bermed planting beds

to be clear of weeds, rocks, and debris before re-application. All

bermed planting beds to be created with imported topsoil. See

Civil Engineering drawings for location of the stockpile.

4. Contractor shall provide 4” of topsoil at all sod and planting areas.

Grade shall be adjusted for sod thickness. Landscape Contractor

shall perform all finish grading.

5. The Finish Grades, See Civil Engineering Construction Drawings,

shall provide positive drainage away from Walls and Buildings. All

landscape areas shall have a minimum of 2% slope. For

Proposed Site Grading, See Grading Plan.

Turfgrass:

1. Contractor is to provide verification that all sod is of the species

shown on this plan. No substitutions will be allowed. Sod to be

laid with tight staggered edges and be rolled after installation.

2. Fine grade sod and seed areas to eliminate irregularities on the

surface. Roll or perform additional fine grading.

3. Roll sod after installation to insure roots are in contact with the

soil surface. Immediately begin watering of sodded areas.

Irrigation (Landscape Plan):

1. Irrigation will be provided to all trees, shrubs and perennials via

drip irrigation. Irrigation shall be provided to all areas of Turfgrass

via Spray/Rotor Irrigation. Where trees are located within areas

of medium/high water-use turfgrass, assure that the trees are

provided adequate irrigation. Where trees are located within

areas of low water turfgrass, trees shall be irrigated via drip

irrigation.

City of Denver Landscape Notes:1. Proposed trees in the R.O.W. shall be pre-approved

(permitted) by the City Forester's Office and shall be aminimum of 20' from property corners at intersections, 25'from street lights and 10' from edge of driveways.

2. All proposed landscaping in the R.O.W. shall be per theStreetscape Design Manual. With the exception of treeplanting, this shall be in accordance with current Forestryrules and regulations.

3. All plant material shall meet or exceed current AmericanStandard for Nursery Stock ANSI Z60.1 and the ColoradoNursery Act and accompanying Rules and Regulations.

4. Per City Code, all tree removals in Denver limits must beperformed by property owners or a tree contractor licensedby Denver Forestry (including trees in ROW's and on privateproperty). For a current list of licensed tree contractors, visitwww.denvergov.org/Forestry.

A. For Forestry-approved tree removals in public right(s) ofway and setbacks: A tree removal permit issued by theOffice of the City Forester is required prior to removal. Inorder to obtain free removal permit, contact Forestry([email protected]) with name of licensedcontractor or property owner performing removal.Include D-Log number 2014D00344) when requestingremoval permit.

B. For trees on private property (outside setbacks): AForestry-issued tree removal permit is not required prior toremoval. However, per City Code, all tree removals inDenver must be performed by property owner or a treecontractor licensed by the Office of the City Forester.

5. A Forestry-issued tree planting permit is required for all treesto be planted in public right of way. Contact Forestry([email protected]) with name of contractor orproperty owner performing planting. Include D-Log number(2014D00344) when requesting permit. Planting permits mustbe obtained prior to installation.

6. Existing trees to be preserved in public right of way andsetbacks shall be protected per Forestry standards &practices. Tree protection shall be installed prior to issue ofdemoltion permit, approved by Forestry, and shall remain inplace throughout construction. No construction shall takeplace within tree protection zones without prior writtenauthorization from the Office of the City Forester.

Landscape Notes:General Notes:

1. Contractor shall provide all labor, materials, tools and service

necessary to furnish and install all work specified and as shown

on these plans.

2. Existing tree stumps on site shall be grinded and removed unless

otherwise noted. When existing trees are to be removed from the

site, tree stumps shall be grinded and removed.

Trees, Shrubs, Perennials and Ornamental Grasses:

1. Cultivate the subsoil on all planting beds, sod and seed areas per

the landscape detail provided.

2. The tilling of planting beds and placement of backfill is to occur

just prior to planting; thereafter, protection from compaction and

construction traffic shall be provided.

3. All plant materials shall have backfill carefully placed around the

base and sides of ball to two-thirds (2/3) depth of the ball, then

thoroughly soak with water to allow settlement. All wire, burlap

fasteners and loose burlap around base of trunk shall be

removed at this time. Remainder of the pit shall then be

backfilled, allowing for depth of mulch, saucer and settlement of

backfill. Backfill shall then be thoroughly watered again.

4. All shrubs and trees shall be planted a minimum of 12” inside of

all edging and away from walls and other permanent structures.

5. All plant locations are approximate; adjust locations prior to

installing plant material as necessary to avoid conflicts with

unforeseen elements missing from the landscape drawing or

elements added during construction.

6. Quantities of materials shown on the planting plan take

precedence over quantities shown on the Plant Schedule.

Landscape Contractor shall be responsible for verifying all

quantities on the planting plan. Report any discrepancies in the

planting plan immediately to the Owner's Representative.

7. Plants are to be sized as shown per species on the Plant

Schedule.

Weed Barrier, Edging, and Ground Plane Treatment:

1. An evenly placed layer of gravel mulch, cobble mulch, or breeze

shall be placed on all areas designated to receive the specified

mulch. Minimum depths shall be achieved in accordance to the

schedule by the type of mulch. Weed barrier fabric shall be

completely covered and pinned.

2. Weed barrier shall be a woven, porous mat as manufactured by

American Excelsior Polyspun XL, Dupont Typar Style 3341 or

Mirafi “Mirascape”. The weed barrier shall be installed per

manufacturer's recommendations.

3. 4” Deep x 6" wide concrete landscape edge shall be installed

between all areas of turfgrass and planting areas.

Maintenance and Warranty:

1. The Contractor shall provide all water, watering devices and labor

needed to irrigate plant materials until provisional acceptance of

the project. The Contractor shall supply enough water to maintain

the plant's healthy condition.

2. Contractor to remove tree stakes, tree wrap, and all dead wood

on trees and shrubs one year after the commencement of the

planting installation.

3. At the completion of planting operations, all plants shall be

inspected by the owner and owner's representative. Contractor

shall replace immediately any plants not in healthy and vigorous

condition at that time at no expense to the owner. Any plants not

in healthy condition during the One-Year Warranty Period shall

be replaced as per the original specifications, free of charge to

the Owner.

4. Remove all rubbish, equipment and material and leave the area

in a neat, clean condition each day. Maintain paved areas utilized

for hauling equipment and materials by other trades in a clean

and unobstructed conditions at all times.

5. Contractor to apply fertilizer in Spring and again in Late

September. Water thoroughly after application of fertilizers. All

seeded and sodded areas to have recommended fertilizer

applications: Added 2-3 weeks after seeding emergence; once in

Mid- to late-June; In early- to mid-August; and once in Late

September. Seeded and Sodded areas are also to receive 0.5 lbs

of elemental sulfur (or equivalent material) per 1,000 sq. ft.

applied in late September. Water thoroughly after application of

fertilizers.

Implementation and Coordination of Landscape Plan:

1. The shown utility locations are approximate. Contractor shall

locate all utilities before work. Locate exact utility locations by

contacting “CALL BEFORE YOU DIG” at (800) 922-1987. The

Contractor is responsible for the repair of any damage caused to

utilities.

Soil Preparation-Plantings -Turfgrass (Sod)

Scale

1

2

" = 1'-0"

C4

L2-0

Tree Detail:

Scale 1/2" = 1'-0" Tree Preservation Detail

B3

L2-0

C3

L2-0

LANDSCAPE DETAILS AND NOTES 8 of

FIRST FLR.0'-0"

3070 FR

FIRST FLR. PL. 10'-0"

FIRST FLR. 0'-0"

SECOND FLR. 11'-0 5/8"

T.O. ROOF/ HALF STORY 21'-5 1/4"

SECOND FLR. PL. 20'-0 5/8"

35'-0

" (M

AX.

BLD

G. H

EIG

HT)

1 1/4"=1'-0"PROPOSED EAST (FRONT) ELEVATION

112

4050 SL

3080 FR3080 FR 3080 FR3080 FR

THIRD STORY FLR. PL. 30'-5 1/4"

2 1/4"=1'-0"PROPOSED SOUTH (SIDE) ELEVATION

9'-0

"

16'-2

1 2" (T.

O. R

OO

F)(R

EAR

35%

OF

PRO

PERT

Y)

2C

4A

2B

2C

5339.5'

BASE PLANE -1'-6"5338.0'

19'-0

" (M

AX.

BLD

G. H

EIG

HT)

5'-4"TO FOUND/ WALL

5'-2"TO EXTER. FINISH

5'-4"TO FOUND/ WALL


PRO

PERT

Y LI

NE

27'-6" (NTS)TO FOUND/ WALL

27'-7 12" (NTS)TO EXTER. FINISH

PRO

PERT

Y LI

NE

5'-2"TO FOUND/ WALL

5'-012"

TO EXTER. FINISH

9'-0

"9'

-0"

10'-0

"

9'-0

"9'

-0"

10'-0

"

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

15'-2"UPPER LEVEL SETBACK TO EXTER. FINISH

(15'-0" REQUIRED)

T.O. ROOF 31'-3 1/2" AFF

42'-9"( REAR 35% OF LOT)

26'-3

1 2" T.O

. PA

RAPE

T (2

5'-0

" MA

X. W

ALL

HT.

)(2

3'- 5

" AFF

)

NO ROOF O.H. WITHIN 2' EA.SIDE OF 2 HR. PARTY WALL, RE.ROOF PLAN

1'-6"

MAX. WALL HT.25'-0" ABOVE BASE PLANE

3040 CSMEGRESS

3040 CSMEGRESS

4050 SL

3040 CSMEGRESS

3040 CSMEGRESS

3'-8

"

15'-2"UPPER LEVEL SETBACK TO EXTER. FINISH

(15'-0" REQUIRED)

HALF STORY FLR. PL.30-5 1/4"

5339.5'BASE PLANE-1'-6"5338.0'


FIRST FLR. PL.10'-0"

SECOND FLR.11'-0 5/8"

T.O. ROOF/ THIRD STORY21'-5 1/4"

SECOND FLR. PL.20'-0 5/8"

REAR BASE PLANE-1'-6"5358.0'

79'-3" (FRONT 65% OF LOT)

10'-0"(FRONT STEPBACK)

GA

RAG

E/ 1

STO

RY P

L. H

T.

35'-0

"BL

DG

. HT.

MA

X.

PRO

PERT

Y LI

NE

6

1 11

1

32'-9

1 2" (BL

DG

. HT.

)

C

2020 CSM

3070 FR

2656 FX

3020 FX 3020 FX

3050 CSMEGRESS

3050 CSMEGRESS

2-3020 SL3020 FX 3020 FX 3020 FX

3050 CSM

4050 SLEGRESS

3030 FX 3020 FX

2656 FX2656 FX

2-2020 AWNINGTRANSOM

4050 SLEGRESS


EGRESS

3

4B

4A

2A

2B2C

2C

2020 CSM

T.O. ROOF 31'-3 1/2" AFF

LIGHT COLOR STUCCO FINISH

KEY NOTES:

STEEL CANOPY AWNING1

2A

3

BUILT-UP FLAT ROOF4A

GUTTER DOWNSPOUT5

METAL PANEL

PARAPET- TEMPERED GLASS PANEL6

MEDIUM COLOR STUCCO FINISH2B

DARK COLOR STUCCO FINISH2C

ASPHALT SHINGLE ROOF4B





Elevations 9 of 1403.09.16




FIRST FLR. 0'-0"


T.O. ROOF/ THIRD STORY 21'-5 1/4"


1 1/4"=1'-0"PROPOSED WEST (REAR) ELEVATION

112

THIRD STORY FLR. PL. 30'-5 1/4"

5375.5'

BASE PLANE -1'-6"5356.0'

5'-4"TO FOUND/ WALL


5'-4"TO FOUND/ WALL


9'-0

"9'

-0"

10'-0

"

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

15'-2"

UPPER LEVEL SETBACK TO EXTER. FINISH(15'-0" REQUIRED)

T.O. ROOF 31'-3 1/2" AFF

25'-3

1 2" T.O

. PA

RAPE

T (2

5'-0

" MA

X. W

ALL

HT.

)(2

3'- 5

" AFF

)

TOP OF PARAPET MAX. WALL HT.25'-0" ABOVE BASE PLANE

3'-8

"

15'-2"

UPPER LEVEL SETBACK TO EXTER. FINISH(15'-0" REQUIRED)

8070 O.H. 8070 O.H.8070 O.H. 8070 O.H.

9'-0

" (G

AR.

PL.

HT.

)

(REA

R 20

% O

F PR

OPE

RTY)

19'-0

" MA

X. B

LDG

. HT/

17'

-0" M

AX.

GA

RAG

E HT

.REAR BASE PLANE-2'-6"

5354.0'

3

1

16'-2

1 2" (G

AR.

PL.

HT.

) 124

FIRST FLR. 0'-0"

3070 FR

9'-0

"

16'-2

1 2" (T.

O. R

OO

F)(R

EAR

35%

OF

PRO

PERT

Y)19

'-0" (

MA

X. B

LDG

. HEI

GHT

)

PRO

PERT

Y LI

NE

27'-6" (NTS)TO FOUND/ WALL27'-7 12" (NTS)

TO EXTER. FINISH

PRO

PERT

Y LI

NE5'-2"

TO FOUND/ WALL

5'-012"

TO EXTER. FINISH

9'-0

"9'

-0"

10'-0

"

42'-9"( REAR 35% OF LOT)

NO ROOF O.H. WITHIN 2' EA.SIDE OF 2 HR. PARTY WALL, RE.ROOF PLAN

1'-6"

THIRD STORY FLR. PL. 30-5 1/4"

5339.5'BASE PLANE -1'-6"5338.0'




T.O. ROOF/ THIRD STORY 21'-5 1/4"


REAR BASE PLANE -1'-6"5358.0'

79'-3"(FRONT 65% OF LOT)

10'-0"(FRONT STEPBACK)

GA

RAG

E/ 1

STO

RY P

L. H

T.

35'-0

"BL

DG

. HT.

MA

X.

PRO

PERT

Y LI

NE

1

3070 FR

2656 FX

3020 FX3020 FX

3050 CSMEGRESS

3050 CSMEGRESS

2-3020 SL 3020 FX3020 FX3020 FX

3050 CSM

3030 FX3020 FX

2656 FX 2656 FX

5050 SLEGRESS


EGRESS

2 1/4"=1'-0"PROPOSED NORTH (SIDE) ELEVATION

34A

4B

4B

2C

2C2B

2C

5050 SLEGRESS


2A2A 2C 2C

2016 GLASSBLOCK

2016 GLASSBLOCK

2016 GLASSBLOCK

2016 GLASSBLOCK

LIGHT COLOR STUCCO FINISH

KEY NOTES:

STEEL CANOPY AWNING1

2A

3

BUILT-UP FLAT ROOF4A

GUTTER DOWNSPOUT5

METAL PANEL

PARAPET- TEMPERED GLASS PANEL6

MEDIUM COLOR STUCCO FINISH2B

DARK COLOR STUCCO FINISH2C

ASPHALT SHINGLE ROOF4B





Elevations 10 of 1403.09.16

R C H I T C T U RA E E4900 W. 29th AvenueDenver, CO 80212 office 303.630.9514 fax 303.433.0330

NO

RTH

1/4"=1'-0"ROOF PLAN1

ROOF DECKBELOW

10'-0"UPPER STEPBACK

UPPE

R SE

TBA

CK

42'-8"

ONE STORY MAX.

PROPERTY LINE 122.0'

51'-8"

10'-0

"15

'-0"

17'-9" 23'-11"

UPPE

R SE

TBA

CK

10'-0

"15

'-0"

ROOF DECKBELOW

ROOF DECKBELOW

ROOF DECKBELOW

SLOPED ROOFBELOW

SLOPED ROOFBELOW

SLO

PE D

N.

1:12

SLO

PE D

N.

1:12

GARAGE ROOFBELOW

UNIT 3 ROOF UNIT 4 ROOF

UNIT 2 ROOF UNIT 1 ROOF

GENERAL NOTES:

1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDING FRAME), TO CENTER/EDGE OF DOOR FRAME,AND TO CENTER OF WINDOW.

2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIR RISERS OR BETWEEN THE RUN OF STEPS IN ANYSTAIRCASE. MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOT GREATER THAN 7.75".

3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1" BELOW TOP OF THRESHOLD AT EXTERIOR EGRESS DOORS, ANDAT EXTERIOR DOORS SWINGING OUTWARD. EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALL NOT BEMORE THAN 7-3/4" BELOW TOP OF THRESHOLD. LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.

4. TYPICAL WINDOW HEADERS: 84", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", U.O.N.6. SEE SHT. A5 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.

2'-0"2'-0"

2'-0"2'-0"


PRO

PERT

Y LI

NE

50.

0'





Roof Plan 11 of 1403.09.16



AutoCAD SHX Text

PARAPET WALL, RE EXTER. ELEVATIONS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


2656 FX

30703070

7070 O.H.

7070 O.H.

7070 O.H.

7070 O.H.

3070 FR

3070 FR

3070

FR

3070 FR

REFR

RANGE

UPPWDR2470

3070

REFR

RANGE

UP

2470

REFR

RAN

GE

D/W

24502430

W/D UP

3020 FX 3020 FX

4050

FX

3020 FX 3020 FX

2470

RAN

GE

D/W

2450

2430

W/D UP

UNIT-11-CAR GARAGE

UNIT-21-CAR GARAGE

UNIT-31-CAR GARAGE

UNIT-41-CAR GARAGE

UNIT 1-153X

UNIT 4-153X

UNIT 2-153X

UNIT 3-153X

NO

RTH

1/4"=1'-0"FIRST FLOOR PLAN1UNIT AREAS:

LINE OFCANOPY ABOVE

[email protected]"17T@10"

OFFICE(9'-0" x 11'-2" )

LIVING RM.(11'-9" x 10'-3" )

DINING(7'-6" x 8'-3" )

KITCHEN(10'-5" x 10'-10" )

KITCHEN(9'-1" x 13'-4" )

DINING(11'-4" x 9'-9" )

LIVING RM.14'-10" x 9'-9" )

PWDR

D/WOFFICE

(9'-0" x 11'-2" )

LIVING RM.(11'-9" x 10'-3" )

KITCHEN(10'-5" x 10'-10" )

3070

REFR

KITCHEN(9'-1" x 13'-4" )

DINING(11'-4" x 9'-9" )

LIVING RM.14'-10" x 9'-9" )



D/W

2670

2670

LINE OFCANOPY ABOVE

10'-0"

5'-0

"

18'-10"

42'-8"

65'-4"

20'-0

"

15'-0

"5'

-0"

5'-0

"

20'-0

"

50'-0

"

A

84'-4"13'-0"


(1 STORY MAX/ REAR 35%)23'-0"

636 SQ. FT. 500 SQ. FT.

500 SQ. FT.

3'-0"

10' ALLEY

DINING(7'-6" x 8'-3" )

2470

636 SQ. FT.


2nd FLR.1st FLR. ADDRESS COND. SPACE



UNIT #4

500386

COND. SPACE

386500

500636636500

175175234

234TOTAL1,2341,1371,1371,234

15'-0

"


31'-5"

5'-0

"

PRO

PERT

Y LI

NE

50.

0'


AD2"

2

4

3

1

5

C B

2656 FX2656 FX5050 SLEGRESS


5050 SLEGRESS


2656 FX2656 FX2656 FX

5050 SLEGRESS


5050 SLEGRESS






1ST Floor Plan 12 of 1403.09.16



MA.BATH.

W/D

DN

UNIT 1-153X

UNIT 4-153X

UNIT 2-153X

UNIT 3-153X

NO

RTH

1/4"=1'-0"SECOND FLOOR PLAN1

UNIT AREAS:

GARAGE ROOFBELOW

FIRST FLOOR ROOFBELOW

DN


WIC.

3050 CSMEGRESS

3020 FX

3050 CSMEGRESS3020 FX

MA.BATH.

BATH. 2

DN

WIC.

2470

2470

2470

2470 PK


2470

PK

2-4070 SL2470

2-3020 SL

3040

CSM

EGRE

SS30

40 C

SMEG

RESS

3050 CSMEGRESS

3050 CSMEGRESS2-3020 FX3050 CSM

EGRESS

3040

CSM

EGRE

SS30

40 C

SMEG

RESS

DN UP

2470

PK

2-4070 SL2470

2470

MASTER BEDROOM(11'-4" x 9'-2" )

BATH. 2

2470

2470

2470




17T@10"



5'-0

"

51'-8"

40'-0

"

10'-0"

5'-0

"

50'-0

"

15'-0

"5'

-0"


UPPER STEPBACK

42'-9" 51'-7"

10'-0"

15'-0

"5'

-0"

42'-8"(1 STORY MAX/ REAR 35%)

5070 SLBEDROOM 2(10'-0" x 8'-0" )

BEDROOM 2(10'-0" x 6'-5" )

500 SQ. FT.

500 SQ. FT.W/D

2470 PK

386 SQ. FT.

386 SQ. FT.

MA.BATH.


2nd FLR.1st FLR. ADDRESS COND. SPACE



UNIT #4

500386

COND. SPACE

386500

500636636500

175175234

234TOTAL1,2341,1371,1371,234



[email protected]"

PRO

PERT

Y LI

NE

50.

0'

31'-5"19'-0"17'-9" 33'-11"

3020 FX 3020 FX

MA.BATH.


UP


3050 CSMEGRESS

A

AD

2

4

3

1

5

C B

3020 FX 3020 FX

2016

GLA

SSBL

OC

K20

16 G

LASS

BLO

CK

2016

GLA

SSBL

OC

K20

16 G

LASS

BLO

CK





Second Floor Plan 13 of 1403.09.16



CLO.

CLO.

NO

RTH

1/4"=1'-0"HALF STORY FLOOR PLAN1

GARAGE ROOFBELOW

FIRST FLOOR ROOFBELOW

DN [email protected]"15T@10"


2nd STORYFLAT ROOF

2nd STORYFLAT ROOF

30702470

2020

FX

3020 FX

BATH. 3

ROOF DECK

ROOF DECK

UNIT 1-1531UNIT 2-1531

2020

FX

2470

BATH. 3

UNIT 4-1531

UNIT 3-1531

2nd STORYFLAT ROOF

ROOF DECK

2nd STORYFLAT ROOF

ROOF DECK

DN


BEDROOM 2(7'-6" x 8'-7" )

BEDROOM 2(8'-4" x 8'-7" )

BEDROOM 3(9'-0" x 8'-7" )

BEDROOM 3(9'-0" x 8'-7" )

3020 FX3070

19'-1

01 2"

10'-0"

19'-1

01 2"

UPPER STEPBACK

UPPE

R SE

TBA

CK

42'-8"

ONE STORY MAX.

2870

28703070

opt

. bar

n d

r

3070



51'-8"

10'-0

"15

'-0"

PRO

PERT

Y LI

NE

50.

0'

17'-9" 23'-11"

UPPE

R SE

TBA

CK

10'-0

"15

'-0"

OPEN TOBELOW

3030 FX

3030 FX

DN [email protected]"15T@10"

opt

. bar

n d

r

OPEN TOBELOW

A

AD C B

2

4

3

1

5





Third Floor Plan 14 of 1403.09.16



vrain rowhomes - ksa€¦ · overall buildings or structure length (max) n/a parking required...

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