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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
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.
LOTS 30 & 31, BLOCK 15 OF THE SLOAN LAKE SUBDIVISION, CITY AND COUNTY OF DENVER, STATE OF COLORADO
VRAIN ROWHOMES- SITE DEVELOPMENT PLAN
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
Drawing Scale & North Arrow
0 25 50 100 150
( IN FEET )
1 inch = 50 ft.
Legend3461 Ringsby Court, Suite 125
Denver, CO 80216
201 East Las Animas, Suite 113
Colorado Springs, CO 80903
720.413.9691
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.
LOTS 30 & 31, BLOCK 15 OF THE SLOAN LAKE SUBDIVISION, CITY AND COUNTY OF DENVER, STATE OF COLORADO
VRAIN ROWHOMES- SITE DEVELOPMENT PLAN
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.
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
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
SITE PLAN 4 of 143.09.16
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.
3461 Ringsby Court, Suite 125
Denver, CO 80216
201 East Las Animas, Suite 113
Colorado Springs, CO 80903
720.413.9691
www.AltitudeLandCo.com
CIVIL|SURVEY|PLANNING|LANDSCAPE
LTITUDELAND CONSULTANTS I
N
C
GENERAL NOTES:1. Field work performed in October 2015.
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
7. Site address is 1531 Vrain Street, Denver, Colorado
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.
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.
LOTS 30 & 31, BLOCK 15 OF THE SLOAN LAKE SUBDIVISION, CITY AND COUNTY OF DENVER, STATE OF COLORADO
VRAIN ROWHOMES- SITE DEVELOPMENT PLAN
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
Drawing Scale & North Arrow
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
3461 Ringsby Court, Suite 125
Denver, CO 80216
201 East Las Animas, Suite 113
Colorado Springs, CO 80903
720.413.9691
www.AltitudeLandCo.com
CIVIL|SURVEY|PLANNING|LANDSCAPE
LTITUDELAND CONSULTANTS I
N
C
GENERAL NOTES:1. Field work performed in October 2015.
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
7. Site address is 1531 Vrain Street, Denver, Colorado
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.
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.
LOTS 30 & 31, BLOCK 15 OF THE SLOAN LAKE SUBDIVISION, CITY AND COUNTY OF DENVER, STATE OF COLORADO
VRAIN ROWHOMES- SITE DEVELOPMENT PLAN
N
S
EW
Drawing Scale & North Arrow
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
Drawing Scale & North Arrow
0' 10' 20' 30'
SCALE 1"=10'
3461 Ringsby Court, Suite 125
Denver, CO 80216
201 East Las Animas, Suite 113
Colorado Springs, CO 80903
720.413.9691
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.
LOTS 30 & 31, BLOCK 15 OF THE SLOAN LAKE SUBDIVISION, CITY AND COUNTY OF DENVER, STATE OF COLORADO
VRAIN ROWHOMES- SITE DEVELOPMENT PLAN
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
3461 Ringsby Court, Suite 125
Denver, CO 80216
201 East Las Animas, Suite 113
Colorado Springs, CO 80903
720.413.9691
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.
LOTS 30 & 31, BLOCK 15 OF THE SLOAN LAKE SUBDIVISION, CITY AND COUNTY OF DENVER, STATE OF COLORADO
VRAIN ROWHOMES- SITE DEVELOPMENT PLAN
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
5'-2"TO EXTER. FINISH
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'
MAX. WALL HT.25'-0" ABOVE BASE PLANE
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
2-2020 AWNINGTRANSOM
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
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
Elevations 9 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
FIRST FLR. PL. 10'-0"
FIRST FLR. 0'-0"
SECOND FLR. 11'-0 5/8"
T.O. ROOF/ THIRD STORY 21'-5 1/4"
SECOND FLR. PL. 20'-0 5/8"
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'-2"TO EXTER. FINISH
5'-4"TO FOUND/ WALL
5'-2"TO EXTER. FINISH
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'
MAX. WALL HT.25'-0" ABOVE BASE PLANE
FIRST FLR. PL. 10'-0"
SECOND FLR. 11'-0 5/8"
T.O. ROOF/ THIRD STORY 21'-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
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
2-2620 AWNINGTRANSOM
EGRESS
2 1/4"=1'-0"PROPOSED NORTH (SIDE) ELEVATION
34A
4B
4B
2C
2C2B
2C
5050 SLEGRESS
2-2620 AWNINGTRANSOM
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
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
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"
PROPERTY LINE 122.0'
PRO
PERT
Y LI
NE
50.
0'
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
Roof Plan 11 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
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" )
[email protected]"17T@10"
[email protected]"17T@10"
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"
PROPERTY LINE 122.0'
(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.
UNIT #1UNIT #2UNIT #3
2nd FLR.1st FLR. ADDRESS COND. SPACE
HALF STORYCOND. SPACE
1531 VRAIN STREET UNITS #1 THROUGH #4 (UNIT AREAS):
UNIT #4
500386
COND. SPACE
386500
500636636500
175175234
234TOTAL1,2341,1371,1371,234
15'-0
"
PROPERTY LINE 122.0'
31'-5"
5'-0
"
PRO
PERT
Y LI
NE
50.
0'
[email protected]"17T@10"
AD2"
2
4
3
1
5
C B
2656 FX2656 FX5050 SLEGRESS
2-2620 AWNINGTRANSOM
5050 SLEGRESS
2-2620 AWNINGTRANSOM
2656 FX2656 FX2656 FX
5050 SLEGRESS
2-2620 AWNINGTRANSOM
5050 SLEGRESS
2-2620 AWNINGTRANSOM
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
1ST Floor Plan 12 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
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
[email protected]"15T@10"
WIC.
3050 CSMEGRESS
3020 FX
3050 CSMEGRESS3020 FX
MA.BATH.
BATH. 2
DN
WIC.
2470
2470
2470
2470 PK
[email protected]"15T@10"
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
MASTER BEDROOM(9'-7" x 11'-4" )
MASTER BEDROOM(9'-7" x 11'-4" )
[email protected]"17T@10"
17T@10"
[email protected]"17T@10"
[email protected]"17T@10"
5'-0
"
51'-8"
40'-0
"
10'-0"
5'-0
"
50'-0
"
15'-0
"5'
-0"
MASTER BEDROOM(11'-4" x 9'-2" )
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.
UNIT #1UNIT #2UNIT #3
2nd FLR.1st FLR. ADDRESS COND. SPACE
HALF STORYCOND. SPACE
1531 VRAIN STREET UNITS #1 THROUGH #4 (UNIT AREAS):
UNIT #4
500386
COND. SPACE
386500
500636636500
175175234
234TOTAL1,2341,1371,1371,234
PROPERTY LINE 122.0'
PROPERTY LINE 122.0'
PRO
PERT
Y LI
NE
50.
0'
31'-5"19'-0"17'-9" 33'-11"
3020 FX 3020 FX
MA.BATH.
[email protected]"15T@10"
UP
[email protected]"15T@10"
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
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
Second Floor Plan 13 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
CLO.
CLO.
NO
RTH
1/4"=1'-0"HALF STORY FLOOR PLAN1
GARAGE ROOFBELOW
FIRST FLOOR ROOFBELOW
DN [email protected]"15T@10"
[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
[email protected]"15T@10"
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
PROPERTY LINE 122.0'
PROPERTY LINE 122.0'
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
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
Third Floor Plan 14 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