inc mve - microsoft · sub filing no. 1a zone: cc lot 6a bradley crossroads sub filing no. 1a zone:...

GLADIATOR DRIVE(PUBLIC 60' ROW)

LOT 11

BRADLEY RANCH FILINGNO. 4

PHASE 1

TRACT ALINCOLN COMMONS

TOWNHOMES

LOT 7ABRADLEY CROSSROADS

SUB FILING NO. 1A

UNPLATTED

LOT 10LOT 9LOT 7LOT 6 LOT 8


SUB FILING NO. 1B


SUB FILING NO. 1B


SUB FILING NO. 1B


SUB FILING NO. 1B

COLD HARBOR VIEW(PRIVATE DRIVE)

RIVER LINE GRV.(PRIVATE DRIVE)

YELL

OW

DO

CK

POIN

T(P

RIV

ATE

DRI

VE)

PERR

YVIL

LE P

OIN

T(P

RIV

ATE

DRI

VE)

COLD HARBOR VIEW(PRIVATE)

PORTS DOWN LN.(PRIVATE)

SUN

SEE

KER

CT.

(PRI

VA

TE)

PLEA

SAN

T PA

SSA

GE

LN.

(PRI

VA

TE)

PLEASANT PASSAGE LN.(PRIVATE)

BENCHMARK

EN

GIN

EE

RS

SU

RV

EY

OR

SM

VE

, IN

C.

MV

E, I

NC

.

1903 lelaray street, suite 200 colorado springs co 80909 719.635.5736

EN

GIN

EE

RS

SU

RV

EY

OR

S

CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093

THE TOWNHOMES ATBRADLEY CROSSROADS

DEV-CS

SITE DEVELOPMENTPLAN

COVER SHEET

1 4OCTOBER 17, 2018

SITE DEVELOPMENT PLANFOR

THE TOWNHOMES AT BRADLEY CROSSROADSLOT 1A, BRADLEY CROSSROADS FILING NO. 1B

LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 15 SOUTH, RANGE 66 WEST OF THE 6TH P.M.,EL PASO COUNTY, COLORADO

I-25

HAN

CO

CK

EXPR

ESSW

AY

AC

AD

EMY

BLV

D

LIN

CO

LN P

LAZA

DR

BRADLEY RD

MA

IN S

T

SITE

VICINITY MAPN.T.S.

GLADIATOR

SITE DATA

SHEET INDEX:SITE DEVELOPMENT PLAN

DP-1 COVER SHEET

DP-2 SITE PLAN

DP-3 ADA ROUTE PLAN

DP-4 SITE DETAILS

GRADING & EROSION CONTROL PLANC1.1 COVER SHEET

C1.2 GRADING PLAN (NORTH)

C1.3 GRADING PLAN (SOUTH)

C1.4 CIVIL DETAILS

C1.5 EROSION CONTROL PLAN

C1.6 EROSION CONTROL DETAILS

LANDSCAPE PLAN

L1 LANDSCAPE PLAN

L2 LANDSCAPE PLAN

BUILDING ELEVATIONSA1.0 ELEVATION VIEWS

A2.0 ELEVATIONS VIEWS

BUILDING FLOOR PLANS

A3.0 MAIN LEVEL (WITH BSMNT)

A4.0 UPPER LEVEL (WITH BSMNT)

A5.0 BASEMENT LEVEL

A6.0 UPPER LEVEL (NO BSMNT)

A7.0 MAIN LEVEL (NO BSMNT)

Site Development PlanEPC PROJ NO.

LEGAL DESCRIPTION

LOT 1A, BRADLEY CROSSROADS FILING NO. 1B AS RECORDED AT RECEPTION NO. 218714143 OF THE RECORDS OF EL PASOCOUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

THE FOLLOWING COURSES AND DISTANCES ARE ALONG THE WEST, NORTH, EAST AND SOUTH LINES OF SAID LOT 1A;

BEGINNING AT THE SOUTHWEST CORNER OF BRADLEY CROSSROADS FILING NO. 2B, THENCE N00°05'56"W, 510.30 FEET;THENCE S89°34'10"E, 285.97 FEET;THENCE S00°25'50"W, 15.63 FEET;THENCE S89°34'10"E, 169.41 FEET;THENCE S00°25'50"W, 493.40 FEET;THENCE N89°43'38"W, 450.67 FEET TO THE POINT OF BEGINNING;

DP-1

OWNERBRADLEY INVESTMENT GROUP LLC106 SUNBIRD CLIFFS LANE EASTCOLORADO SPRINGS, CO 80919

DEVELOPERJ. ELLIOTT CONSTRUCTION4310 YELLOW DOCK POINTSECURITY, CO 80825 CONSULTANT/ENGINEERM.V.E., INC.1903 LELARAY STREET, SUITE 200COLORADO SPRINGS, CO 80909(719) 635-5736

SURVEYORPOLARIS SURVEYING, INC.1903 LELARAY STREET, SUITE 102COLORADO SPRINGS, CO 80909(719) 448-0844

ZONINGRESIDENTIAL MULTI-DWELLING (RM-30 )

BUILDING USETOWN HOMES

CONSTRUCTION SCHEDULESTART: FALL, 2018FINISH: WINTER, 2019

TAX SCHEDULE NO.6502407102

PROPERTY ADDRESS4735 BRADLEY ROADCOLORADO SPRINGS, CO 80911

COVERAGE DATA

TOWNHOME BUILDINGS 38,640 SF 16.9%PAVEMENT (PARKING/WALK) 124,281 SF 54.5%LANDSCAPING 65,320 SF 28.6%

TOTAL AREA 228,241 SF 100.0% = 5.240± ACRES

PARKING DATAMULTI FAMILY REQUIRED: 1.7 SPACES / 1 UNIT = 1.7 X 78 = 133GUEST REQUIRED: 1 SPACE / 3UNITS = 78 / 3 = 26HANDICAP REQUIRED: = 6

TOTAL SPACES REQUIRED: = 159

PROVIDED:GARAGES: = 156OUTSIDE PARKING (GUEST): = 65VAN ACCESSIBLE HANDICAP: = 8

TOTAL SPACES PROVIDED: = 221 SPACES

BUILDING TYPEBUILDING AREA - 3,864 SFTWO STORY - TYPE II-BNOT FIRE SPRINKLED / NO FIRE WALLS

BUILDING HEIGHT40 FT MAX. (TWO STORY)

SET BACKS25' FRONT (PLEASANT PASSAGE VIEW & GLADIATOR DRIVE)15' SIDE

MAP NOTES1. BOUNDARY BEARINGS AND DISTANCES SHOWN ON THIS MAP ARE RELATIVE TO THE SOUTH LINE OF LOT 1A, BRADLEY CROSSROADS FILING NO. 1B,ASSUMED TO BEAR N89°43'38"W.

2. THE EXISTING TOPOGRAPHY SHOWN ON THIS PLAN WAS PREPARED AND PROVIDED BY POLARIS SURVEYING INC. ELEVATIONS SHOWN ARE RELATIVETO THE CITY OF COLORADO SPRINGS CONTROL NETWORK (FIMS DATAM)

3. ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE FROM UTILITY MAIN RECORD MAPS AND UTILITY SERVICE LOCATION MAPS. THELOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN OR MAY NOT HAVE BEEN LOCATED. BELOW GROUND UTILITYLOCATIONS WERE NOT PERFORMED.

FLOODPLAIN STATEMENTNO PORTION OF THE SUBJECT PROPERTY IS NOT LOCATED WITHIN FEMA DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA's) AS INDICATED ON THE FLOODINSURANCE RATE MAP (FIRM) FOR EL PASO COUNTY, COLORADO AND INCORPORATED AREAS - MAP NUMBER 08041C0763 F, EFFECTIVE MARCH 17, 1997.

OWNERS STATEMENTI, THE OWNER/DEVELOPER HAVE READ AND WILL COMPLY WITH ALL OF THE REQUIREMENTS SPECIFIED ON THIS SITEDEVELOPMENT PLAN.

____________________________________________________________________________ ________________________

BRADLEY INVESTMENT GROUP, LLC. DATE106 SUNBIRD CLIFFS LANE EASTCOLORADO SPRINGS, COLORADO 80919

0

1" = 60' 1:720

120602010

LEGENDPROPERTY LINE

EASEMENT LINE

LOT LINE

BUILDING SETBACK LINE

ADJACENT PROPERTY LINE

EXISTING

INDEX CONTOUR

INTERMEDIATE CONTOUR

CONCRETE AREA

ASPHALT AREA

CURB AND GUTTER

BUILDING/BUILDING OVERHANG

DECK

RETAINING WALL - SOLID/ROCK

SIGN

BOLLARD

WOOD FENCE

CHAIN LINK FENCE

BARBED WIRE FENCE

TREE(EVERGREEN/DECIDUOUS)

SHRUB

ROCK

PROPOSED

INDEX CONTOUR


CONCRETE AREA

ASPHALT AREA

CURB AND GUTTER


DECK

RETAINING WALL - SOLIDROCK

SIGN

BOLLARD

BUILDING ADDRESS

UNIT ADDRESS

FIRE LANE

5985

84

5985

84

B B

2515 LARAMIE DRIVE

(100 )

Z:\6

1093

\_Sh

eet D

wgs

\610

93-D

EV-C

S.d

wg,

10/

17/2

018

10:1

0:32

AM

, TJC

AD

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

Daniel Torres

Text Box

PPR1846

dsdparsons

Callout

This is restricted as no thru access per adjacent plat.

dsdparsons

Callout

Complete total acreage in legal please.

dsdparsons

Callout

Depict legal distance and bearings on prop lines

dsdparsons

Callout

Add who will own and maintain roads, common areas. Add note who is providing utility services.

dsdparsons

Callout

Identify unit number total, identify unites as plus guest 1 space per 3 unit three bedrooms. (parking is calculated from bedrooms-recheck count after info is provided) 3 bedrooms require 2 parking spaces

dsdparsons

Callout

Add zoning adjacent to development- No buffer is required adjacent to multi-family; it is required adjacent to SF or com zoning.

dsdparsons

Arrow

dsdparsons

Callout

how many units? Are they all 3 bedrooms?

dsdparsons

Cloud

dsdparsons

Text Box

NO SIA is required with a Town Home (TH) plat- A TH plat does not plat lots it create units all improvements should be tied to the SDP as a TH plat is not required the units could be rented with the SDP and not platted for sale.

dsdparsons

Callout

FAE should be submitted with this

dsdparsons

Text Box

The parties responsible for this plan have familiarized themselves with all current accessibility criteria and specifications and the proposed plan reflects all site elements required by the applicable ADA design standards and guidelines as published by the United States Department of Justice. Approval of this plan by El Paso County does not assure compliance with the ADA or any regulations or guidelines enacted or promulgated under or with respect to such laws.


40.0

0'EX

UTIL

, DRN

G &

AC

CES

S ES

MT

57.00'EX UTIL, DRNG &

ACCESS ESMT

LOT 11


TOWNHOMES

ZONE: PUD


SUB FILING NO. 1A

ZONE: CC


SUB FILING NO. 1A

ZONE: CC


(6502407100)LINCOLN COMMONS LLC

(6502407012)KEEP-M-CLEAN LLC

(6502407011)1810 MAIN LLC


SUB FILING NO. 1B


SUB FILING NO. 1B


SUB FILING NO. 1B


SUB FILING NO. 1B

ZONE: CC

BRADLEY INVESTMENTGROUP LLC

ZONE: CC


ZONE: CC


ZONE: CC




YELL

OW

DO

CK

POIN

T(P

RIV

ATE

DRI

VE)

PERR

YVIL

LE P

OIN

T(P

RIV

ATE

DRI

VE)

(REC NO210713083)

EX 20' UTIL ESMT (REC NO 210713083)

EX 10' DRNG ESMT (REC NO 210713083)

(REC

NO

2107

1308

3)

EX 20' UTIL ESMT (RECNO 210713083)

EX 34' UTIL, DRNG & ACCESSESMT (REC NO 210713083)

EX 7' UTIL & DRNG ESMT

(PLAT BK Z-2, PG 77)

N 89°43'38" W, 450.67'

S 00

°25'

50" W

, 49

3.40

'

S 89°34'10" E, 169.41'

S 00°25'50" W15.63'S 89°34'10" E, 285.97'

N 0

0°05

'56"

W,

510.

30'

NEW ASPHALT PAVEMENT


NEW

C &

G (T

YP)

NEW

C &

G (T

YP)

NEW

C &

G (T

YP)

NEW

C&

G(T

YP)

NEW

C&

G(T

YP)

NEW

C&

G(T

YP)

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

42.0'

46.0

'

42.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

FIRE TRUCKTURN-AROUND

15' L

ND

SCP

STBK

15' S

ETBA

CK

25' SETBACK

25' SETBACK


25' SETBACK

15' LNDSCP STBK

15' LNDSCP STBK

15' S

ETBA

CK

10' L

ND

SCP

STBK

28.0'DRNG, UTIL& ACCESS

ESMT

24.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T18

.0'

5.0'

20.0

'

18.0

'

28.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T20

.0'

18.0

'

28.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T

12.0'

12.0'

12.0'

12.0'

12.0'

12.0'

20.0

'

20.0

'

16.6'

16.2'

15.0'

25.3

'

25.2

'

24.9'

27.7'BUILDING 1

4 UNITS(21'x46')

BUILDING 24 UNITS(21'x46')






BUILDING13

2 UNITS(21'x46')













MAILKIOSKS



SUN

SEE

KER

CT.

(PRI

VA

TE)

PLEA

SAN

T PA

SSA

GE

LN.

(PRI

VA

TE)


24.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T18

.0'

5.0'

8.0' 8.0' 8.0'

35.0'

23.0'

8.0' 8.0' 8.0'

5.0'

4.0'


ESMT

35.0'

18.0

'5.

0'5.

0'

9.0'9.0'

9.0'

9.0'

4' W

ALK

(TYP

)

4' W

ALK

(TYP

)

4' W

ALK

(TYP

)

4' W

ALK

(TYP

)

NEW 5' SIDEWALK

NEW 5' SIDEWALK

NEW 4' SIDEWALK

NEW 4' SIDEWALKNEW 4' SIDEWALK

NEW 5' SIDEWALK NEW 5' SIDEWALK

EXISTING SIDEWALK

NEW

4' S

IDEW

ALK

NEW

4' S

IDEW

ALK

NEW

4' S

IDEW

ALK

NEW

C &

G (T

YP)

NEW

C &

G (T

YP)

NEW C & G (TYP)

EXISTING C & G

EXIS

TING

C &

G

3 8 2 2 8 3

2 8 33 8 2

3 8 2




0

1" = 30' 1:360

6030105

I-25

HAN

CO

CK

EXPR

ESSW

AY

AC

AD

EMY

BLV

D

LIN

CO

LN P

LAZA

DR

BRADLEY RD

MA

IN S

T

SITE

VICINITY MAPN.T.S.

GLADIATOR

BENCHMARK

EN

GIN

EE

RS

SU

RV

EY

OR

SM

VE

, IN

C.

MV

E, I

NC

.


EN

GIN

EE

RS

SU

RV

EY

OR

S

CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093


DEV-SP


SITE PLAN

2 4OCTOBER 17, 2018

DP-2CONSTRUCTION DOCUMENT

NOT A

Z:\6

1093

\_Sh

eet D

wgs

\610

93-D

EV-S

P.d

wg,

10/

17/2

018

10:1

0:34

AM

, TJC

AD

D

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

S

AutoCAD SHX Text

WV

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

WV

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

SPRINGS DEVELOPMENT PLAN APPROVAL PROCESS ONLY.

AutoCAD SHX Text

PURPOSES. IT IS PREPARED FOR THE CITY OF COLORADO

AutoCAD SHX Text

IT IS REQUIRED THAT ANY SUBSEQUENT CONSTRUCTION

AutoCAD SHX Text

THIS PLAN SHALL NOT BE USED FOR CONSTRUCTION

AutoCAD SHX Text

PLANS ADHERE TO THE APPROVED DEVELOPMENT PLAN.

Daniel Torres

Callout

Label existing concrete pan

Daniel Torres

Callout

Lincoln commons townhomes plat indicates this easement as "no vehicular access is approved" . Adjacent plat would need to be amended and a cross lot access agreement would be required.

dsdparsons

Callout

I cant read the dimensions (to small)- enlarge throughout plan set

dsdparsons

Arrow

dsdparsons

Arrow

dsdparsons

Arrow

dsdparsons

Callout

is

dsdparsons

Text Box

is this a private drive? Label all

dsdparsons

Callout

DELETE THIS- IT IS FOR CONSTRUNTION/ZONING permitting approval.

dsdparsons

Callout

can you ghost the garages (2 unit or 1 unit garagae)

dsdparsons

Callout

A 25 foot bldg setback perimeter is required for a building setback for townhomes ; table 5-4 footnote 17

dsdparsons

Callout

10 foot landscape from private road is required; and a 15' landscape buffer is required (they can overlap)

dsdparsons

Highlight

dsdparsons

Highlight

PLEASANT

dsdparsons

Highlight

SUN SEEKE

dsdparsons

Highlight

PLEASAN

dsdparsons

Highlight

ORTS DO

dsdparsons

Highlight

(P

dsdparsons

Highlight

RIVATE

dsdparsons

Callout

Many of the comments on this set apply to the landscape sheets

dsdparsons

Callout

open area

dsdparsons

Arrow


LOT 11


TOWNHOMES

ZONE: PUD


SUB FILING NO. 1A

ZONE: CC


(6502407100)LINCOLN COMMONS LLC

(6502407012)KEEP-M-CLEAN LLC


SUB FILING NO. 1B


SUB FILING NO. 1B


SUB FILING NO. 1B


SUB FILING NO. 1B

ZONE: CC


ZONE: CC


ZONE: CC


ZONE: CC




YELL

OW

DO

CK

POIN

T(P

RIV

ATE

DRI

VE)

PERR

YVIL

LE P

OIN

T(P

RIV

ATE

DRI

VE)

NEW

ASP

HALT

PA

VEM

ENT







NEW

C &

G (T

YP)

NEW

C &

G (T

YP)

NEW

C &

G (T

YP)

NEW

C&

G(T

YP)

NEW

C&

G(T

YP)

NEW

C&

G(T

YP)

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

42.0'

46.0

'

42.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'


ESMT

24.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T18

.0'

5.0'

20.0

'

18.0

'

28.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T20

.0'

18.0

'

28.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T

12.0'

12.0'

12.0'

12.0'

12.0'

12.0'

20.0

'

20.0

'

16.6'

16.2'

15.0'

25.3

'

25.2

'

24.9'

27.7'BUILDING 1

4 UNITS(21'x46')







BUILDING13

2 UNITS(21'x46')













MAILKIOSKS



SUN

SEE

KER

CT.

(PRI

VA

TE)

PLEA

SAN

T PA

SSA

GE

LN.

(PRI

VA

TE)


24.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T18

.0'

5.0'

8.0' 8.0' 8.0'

35.0'

23.0'

8.0' 8.0' 8.0'

5.0'

4.0'


ESMT

35.0'

18.0

'5.

0'5.

0'

9.0'9.0'

9.0'

9.0'

4' W

ALK

(TYP

)

4' W

ALK

(TYP

)

4' W

ALK

(TYP

)

4' W

ALK

(TYP

)

NEW 5' SIDEWALK

NEW 5' SIDEWALK

NEW 4' SIDEWALK

NEW 4' SIDEWALK

NEW 4' SIDEWALKNEW 4' SIDEWALK

EXISTING SIDEWALKN

EW 4

' SID

EWA

LKN

EW 4

' SID

EWA

LKN

EW 4

' SID

EWA

LK

NEW

C &

G (T

YP)

NEW

C &

G (T

YP)

NEW C & G (TYP)

EXISTING C & G

EXIS

TING

C &

G

NEW C & G (TYP)

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

ADAACCESSIBLE UNITS

0

1" = 30' 1:360

6030105

I-25

HAN

CO

CK

EXPR

ESSW

AY

AC

AD

EMY

BLV

D

LIN

CO

LN P

LAZA

DR

BRADLEY RD

MA

IN S

T

SITE

VICINITY MAPN.T.S.

GLADIATOR

BENCHMARK

EN

GIN

EE

RS

SU

RV

EY

OR

SM

VE

, IN

C.

MV

E, I

NC

.


EN

GIN

EE

RS

SU

RV

EY

OR

S

CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093


DEV-ADA


ADA ROUTE PLAN

3 4OCTOBER 17, 2018

DP-3CONSTRUCTION DOCUMENT

NOT A

Z:\6

1093

\_Sh

eet D

wgs

\610

93-D

EV-A

DA

.dw

g, 1

0/17

/201

8 10

:10:

41 A

M, T

JCA

DD

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

S

AutoCAD SHX Text

WV

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

WV

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

SPRINGS DEVELOPMENT PLAN APPROVAL PROCESS ONLY.

AutoCAD SHX Text

PURPOSES. IT IS PREPARED FOR THE CITY OF COLORADO

AutoCAD SHX Text

IT IS REQUIRED THAT ANY SUBSEQUENT CONSTRUCTION

AutoCAD SHX Text

THIS PLAN SHALL NOT BE USED FOR CONSTRUCTION

AutoCAD SHX Text

PLANS ADHERE TO THE APPROVED DEVELOPMENT PLAN.

dsdparsons

Callout

DELETE THIS- IT IS FOR CONSTRUNTION/ZONING permitting approval

I-25

HAN

CO

CK

EXPR

ESSW

AY

AC

AD

EMY

BLV

D

LIN

CO

LN P

LAZA

DR

BRADLEY RD

MA

IN S

T

SITE

VICINITY MAPN.T.S.

GLADIATOR

BENCHMARK

EN

GIN

EE

RS

SU

RV

EY

OR

SM

VE

, IN

C.

MV

E, I

NC

.


EN

GIN

EE

RS

SU

RV

EY

OR

S

CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093


DEV-SD


SITE DETAILS

4 4OCTOBER 17, 2018

DP-4

SCALE 1" = 4'CURB DEPRESSION DETAIL

PLAN VIEW

FRONT VIEW

FLOW

EARTHBEHIND

CURB

STANDARD TYPE 3CURB (SEE DETAIL)

6"1'

-0"

6"

1'-0" VARIES 1'-0"

SCALE 1" = 4'

TYPE 1 INTERIOR PEDESTRIAN RAMP

SIDEWALK WIDTH AS SHOWN ON PLAN

95% MODIFIED PROCTOR DENSITYPREPARE 6" THK SUBGRADE

W/FIBER MESH

SLOPE 1/4" PER FT

CONCRETE SIDEWALK 4" THK

FROM SOILS ENGINEER FOR SUBGRADE

FROM SOILS ENGINEER FOR THICKNESSOF ASPHALT AND BASE COURSE IN

SEE PAVEMENT RECOMMENDATIONS

8"

6"8"

-0.50

SEE PAVEMENT RECOMMENDATIONS

PREPARATION OR GEOTEXTILE SPEC.

TRAFFIC AND PARKING AREAS

+0.00

ARE TO

1/2" R

MEASUREMENTS

FACE OF CURB

THICKENED EDGE SIDEWALKSCALE: 1" = 1.0'

WALL PACK DETAIL

6"Ø STEEL PIPE WITH1/4" WALLTHICKNESS FILLEDWITH CONCRETE(PRIME & PAINT)

3'-6

"3'

-0"

CONCRETE/ASPHALTPER PLAN ASREQUIRED

SET IN 20"ØBED OFCONCRETE

BOLLARD DETAILSCALE 1" = 2.0'

EPC TYPE B

6"

12"

12"

1"18"

1-1/2"4-1/2"

A B

CA

SCALE 1"=1'

153

EPC TYPE B STANDARDMEDIAN CURB & GUTTER

RADII

A 1/8" TO 1/4"

B 1-1/2"

C 1-1/2" TO 2"

6' MIN.(TYP)

9' MIN.

12:1 MAX.

HINGE LINE (TYP)

MAX. 30°TAPER (TYP)

W

24"

W

1'-6"TYP.

2%

LANDING @ 2%SLOPE

TOOL JOINT(TYP.)

LAYOUT CURB SECTIONS SO THAT AT LEAST ONETOOL JOINT IS WITHIN RAMP THROAT

W=SAME WIDTH AS THE APPROACHINGSIDEWALK. BUT NOT LESS THAN 4.0 FEET.

W

1/2"

7"

* 1.6" MIN.,2.35" MAX.EQUAL BOTHDIRECTIONS

THE TOP DIAMETER OFTHE TRUNCATED DOMES

SHALL BE 50%-60%OF THE BASE DIAMETER.

0.9"-1.4"

0.2"

ELEV. VIEW

DOME SPACING

TRUNCATED DOME DETAILS

FLOWLINE TO RAMP RISE

24" DETECTABLE WARNING AREA WITHTRUNCTED DOMES

GENERAL NOTES1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OFCOLORADO SPRINGS ENGINEERING DIVISION STANDARDSPECIFICATIONS.2. CONTRACTOR TO OBTAIN REQUIRED CONCRETE PERMITS PRIOR TOCONSTRUCTION.3. CONTRACTOR TO NOTIFY ENGINEERING DIVISION INSPECTION OFFICEAT LEAST 24 HOURS PRIOR TO PLACEMENT OF ANY CONCRETE.4. PEDESTRIAN RAMPS WITH 24" DETECTABLE WARNING AREA SHALL BE4000 PSI, PLAIN CONCRETE, WITH A COURSE BROOM FINISHPERPENDICULAR TO DIRECTION OF TRAVEL.5. CONTRACTOR SHALL STAMP THEIR COMPANY NAME ANDCONSTRUCTION DATE WITHIN THE PEDESTRIAN RAMP AREA.6. RAMP LOCATION AND LENGTH MAY REQUIRE MODIFICATION TOMAINTAIN THE 12:1 MAXIMUM RUNNING SLOPE DUE TO INTERSECTIONSTREET GRADES AND/OR ALIGNMENT.7. WHERE THE 1'-6" FLARED SIDE(S) OF A PERPENDICULAR CURB RAMP IS(ARE) CONTIGUOUS WITH A PEDESTRIAN OR HARD SURFACED AREA, THEFLARE WIDTH SHALL BE INCREASED TO 8' MINIMUM AND THE MAXIMUM,FLARE SLOPE SHALL NOT EXCEED 10:1.8. PEDESTRIAN WALKWAY AND/OR LOCATION OF EXISTING OR FUTUREPEDESTRIAN RAMPS ON OPPOSITE CORNERS SHALL BE REVIEWED BEFORECONSTRUCTING NEW RAMPS. NEW RAMPS SHALL ALIGN WITH EXISTINGRAMPS AND PEDESTRIAN WALKWAY.9. AT MARKED PEDESTRIAN CROSSINGS, THE BOTTOM OF THE RAMP,EXCLUSIVE OF FLARE SIDES, SHALL BE TOTALLY CONTAINED WITHIN THEMARKINGS.10. DETECTABLE WARNING AREA SHALL BE PREFABRICATED REDDISHINTEGRALLY COLORED TRUNCATED-DOME SURFACED CONCRETE PAVERSOR THE PRE-CAST PANELS FROM THE CITY'S APPROVED PRODUCT LIST.

SCALE: NOT TO SCALE

PEDESTRIAN RAMP DETAILCITY OF COLORADO SPRINGS

STD D-8A

5.0'

CONCRETE WALK SLABS SHALL BE 4" THICK,REINFORCED WITH 6x6 10/10 W.W.F.

TOOL EDGES AT EXPANSION JOINTS ANDSCORING. BROOM FINISH REMAINING FIELD.

SCO

RE

5.0'

EXP.

JT.

SCO

RE

5.0'5.0'

SCO

RE

VA

RIES

SEE

PLA

N

EXP.

JT.

TYPICAL SIDEWALK DETAILSCALE 1" = 4.0'

4000 PSI CONCRETE ON PREPAREDSUBGRADE IN ACCORDANCE WITHSECTION 500 OF THE CITY OFCOLORADO SPRINGS STANDARDSPECIFICATIONS, LATEST VERSION,

CONTROL JOINT (CJ)@ 5'-0" O.C.

EXPANSION JOINT (EJ)@ 20'-0" O.C. MAX 1/2"PREFORMEDEXPANSION JOINTMATERIAL

POUREDSEALANT

4"

1 1/

2"

1/4"

1/2"

1/8"

1/2"

24"x24"

2.

1.

NOTE: REFER TO SITE PLAN FOR LOCATIONS

TYPOGRAPHY TO BE HELVETICA MEDIUM

3. REMOVE EXISTING SIGNS AND REUSE WHERE APPLICABLE (NOT SHOWN).

STOP SIGNS WILL BE INSTALLED BY THE DEVELOPER AT THE LOCATIONS SHOWN ON THEDEVELOPMENT PLAN TO MEET MUTCD STANDARDS AND THE CITY OF COLORADO SPRINGSTRAFFIC ENGINEERING STANDARDS.

4.

6" WIDE WHITE STRIPES AT ACCESSWALKWAY

4" WIDE WHITE STRIPES

REQUIRED HANDICAP MARKING IN 3'SQUARE WHITE FRAME AND EMBLEM

WITH BLUE BACKGROUND

8.0' (MIN)

18.0

' (M

IN)

NOTE: REFER TO CIVIL FORACTUAL PARKING LAYOUT

3.0'TYP.

5.0' (MIN) WIDEACCESS AISLE(8.0' WIDE AT

VAN LOCATION)

SITE SIGNAGESCALE 1" = 1.0'

TYPICAL HANDICAP PARKING SPACESCALE 1" = 4.0'

C

A BOR

NOTE: 2.0% MAX SLOPE IN ANYDIRECTION IN ACCESSIBLE SPACEAND ACCESSIBLE ISLE

R7-8 (12"x18")

RESERVEDPARKING

VANACCESSIBLE

R7-8b (6"x12")

Z:\6

1093

\_Sh

eet D

wgs

\610

93-D

EV-S

D.d

wg,

10/

17/2

018

10:1

0:48

AM

, TJC

AD

D

AutoCAD SHX Text

AT PARKING

AutoCAD SHX Text

(ACCESS AISLES)

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

6" HIGH CURB & GUTTER

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

RAMPS AND LANDING TO BE 6" THICK CONCRETE

AutoCAD SHX Text

6'

AutoCAD SHX Text

6'

AutoCAD SHX Text

24" DETECTABLE WARNING AREA W/ TRUNCATED DOMES

AutoCAD SHX Text

FULL CUT OFF LIGHT FIXTURE:

AutoCAD SHX Text

LITHONIA LIGHTING # TWAC5

AutoCAD SHX Text

32 TRT WATT, COMPACT FLUORESCENT

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NONE

AutoCAD SHX Text

A

AutoCAD SHX Text

B

Daniel Torres

Callout

Use El Paso County standard details

dsdparsons

Callout

trash detail?

dsdparsons

Callout

Are there streel/private drive lighting? IF so provide detail and photometric plan.

Markup Summary

Subject: ArrowPage Label: [2] 61093-DEV-SP-DP-2Author: dsdparsonsDate: 11/7/2018 10:26:43 AMColor:

Arrow (5)




Subject: ArrowPage Label: [1] 61093-DEV-CS-DP-1Author: dsdparsonsDate: 11/7/2018 11:26:31 AMColor:

Subject: CalloutPage Label: [4] 61093-DEV-SD-DP-4Author: Daniel TorresDate: 11/6/2018 11:17:28 AMColor:

Use El Paso County standard details

Callout (22)

Subject: CalloutPage Label: [2] 61093-DEV-SP-DP-2Author: Daniel TorresDate: 11/6/2018 2:56:39 PMColor:

Label existing concrete pan

Subject: CalloutPage Label: [1] 61093-DEV-CS-DP-1Author: dsdparsonsDate: 11/7/2018 10:19:34 AMColor:

This is restricted as no thru access per adjacentplat.


SUB FILING NO. 1B

ZONE: CC


3.40

'

46.0

'46

.0'

15.0'

NEW

4' S

IDEW

ALK

NEW

C &

G (T

YP)


SUB FILING NO. 1B


46.0

'46

.0'

15.0'

NEW

4' S

IDEW

ALK

NEW

C &

G (T

YP)


SUB FILING NO. 1B

ZONE: CC


ZONE: CCZONE: CC CC



S 00

°25'

50" W

, 49

3.40

'

S 89°34'10" E, 169.41'

S 00°25'50" W15.63'9°34'10" E, 285.97'

NEW

C &

G (T

YP)

NEW

C &

G (T

YP)

NEW

C &

G (T

YP)

NEW

C&

G(T

YP)

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

42.0'

46.0

'

42.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0' 84.0'


STBK

25' SETBACK

15' LNDSCP STBK


ESMT

20.0

'

18.0

'

28.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T

12.0'

20.0

'

20.0

'

16.2'

15.0'

25.3

'

25.2

'






BUILDING13

2 UNITS(21'x46')


BUILDING 84 UNITS

BUILDING 18BUILDING 17



MAILKIOSKS


SUN

SEE

KER

CT.

(PRI

VA

TE)

GE

LN.


8.0' 8.0' 8.0'

5.0'

4.0'


ESMT

35.0'

9.0'

4' W

ALK

(TYP

)4'

WA

LK (T

YP)

NEW 5' SIDEWALK

NEW 4' SIDEWALK

NEW

4' S

IDEW

ALK

NEW

4' S

IDEW

ALK

NEW

C &

G (T

YP)

NEW

C &

G (T

YP)

NEW C & G (TYP)

EXISTING C & G

2 8 38 2

8 2




MAKIOS

NG DATAFAMILY REQUIRED: 1.7 SPACES / 1 UNIT = 1.7 X 78 = 133 REQUIRED: 1 SPACE / 3UNITS = 78 / 3 = 26CAP REQUIRED: = 6

SPACES REQUIRED: = 159

DED:GES: = 156

DE PARKING (GUEST): = 65ACCESSIBLE HANDICAP: = 8

SPACES PROVIDED: = 221 SPA

NG TYPENG AREA - 3,864 SFTORY - TYPE II-B

P

CONSTRUCTING NEW RAMPS. NEW RAMRAMPS AND PEDESTRIAN WALKWAY.9. AT MARKED PEDESTRIAN CROSSINGS,EXCLUSIVE OF FLARE SIDES, SHALL BE TOMARKINGS.10. DETECTABLE WARNING AREA SHALL INTEGRALLY COLORED TRUNCATED-DOOR THE PRE-CAST PANELS FROM THE CIT

PEDUse El Paso Countystandard details

40.0

0'EX

UTIL

, DRN

G &

AC

CES

S ES

MT

Label existingconcrete pan


TOWNHOMES


YELL

OW

DO

CK

POIN

T(P

RIV

ATE

DRI

VE)

SIGN

BOLLARD

BUILDING ADDRESS

UNIT ADDRESS

FIRE LANE

E

This is restricted asno thru access peradjacent plat.


Complete total acreage in legal please.


Depict legal distance and bearings on prop lines


Add who will own and maintain roads, commonareas. Add note who is providing utility services.

Subject: CalloutPage Label: [2] 61093-DEV-SP-DP-2Author: dsdparsonsDate: 11/7/2018 10:27:32 AMColor:

I cant read the dimensions (to small)- enlargethroughout plan set


is

Subject: CalloutPage Label: [4] 61093-DEV-SD-DP-4Author: dsdparsonsDate: 11/7/2018 10:30:26 AMColor:

trash detail?

Subject: CalloutPage Label: [4] 61093-DEV-SD-DP-4Author: dsdparsonsDate: 11/7/2018 10:32:05 AMColor:

Are there streel/private drive lighting? IF soprovide detail and photometric plan.


can you ghost the garages (2 unit or 1 unitgaragae)


A 25 foot bldg setback perimeter is required for abuilding setback for townhomes ; table 5-4 footnote17

OUTHWEST CORNER OF BRADLEY CROSSROADS FILING NO. 2B, THEN285.97 FEET; 15.63 FEET;169.41 FEET; 493.40 FEET; 450.67 FEET TO THE POINT OF BEGINNING;

AND DISTANCES SHOWN ON THIS MAP ARE RELATIVE TO THE SOUTH LINE OF LOT 1A, B3'38"W.

APHY SHOWN ON THIS PLAN WAS PREPARED AND PROVIDED BY POLARIS SURVEYINGDO SPRINGS CONTROL NETWORK (FIMS DATAM)

ROUND UTILITIES SHOWN ON THIS MAP ARE FROM UTILITY MAIN RECORD MAPS AND U SHOWN ARE APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN OR MAY NOT HAVE B

Complete totalacreage in legalplease.


SUB FILING NO. 1B

M19C(7

SUPO19C(7

ZORE

BUTO

CST

Depict legal distanceand bearings on proplines

EN

GIN

EE

RM

VE

MV

E

CHECKED

DESIGNED

CHECKED

REVISIONS

AS-BUILTS

DRAWN B

THE TOWBRADLE

SITE DE

C







____________________________________________________________________________ ________________________


Add who will own and maintain roads, common areas. Add note who is providing utility services.


SUB FILING NO. 1B

ZONE: CC


ZONE: CCZONE: CC



S 00

°25'

50" W

, 49

3.40

'

89°34'10" E, 169.41'

W

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

25' SETBACK

18.0

'

28.0

'D

RNG

, UTIL

& A

CC

ESS

ESM

T

0'

15.0'



8.0'

4.0'

9.0'

NEW 5' SIDEWALK

NEW 4' SIDEWALK

NEW

4' S

IDEW

ALK

NEW

C &

G (T

YP)

W C

& G

(TYP

)

NEW C & G (TYP)

3


I cant read the dimensions (to small)-enlarge throughout plan set

RRYV

ILLE

PO

INT

PRIV

ATE

DRI

VE)

is

trash detail?

Are therestreel/private drivelighting? IF soprovide detail andphotometric plan.

YELL

OW

DO

CK

POIN

T(P

RIV

ATE

DRI

VE)

EX 7' UTIL & DRNG ESMT

(PLAT BK Z-2, PG 77)

N 0

0°05

'56"

W,

510.

30'

NEW

C&

G(T

YP)

46.0

'46

.0'

0'

15' S

ETBA

CK

24.9'

BUIL4 (21

BUIL4 (21

BUILD4 U

3

can you ghost thegarages (2 unit or 1unit garagae)

NT

N 0

0°05

'56"

W,

46.0

'46

.0'

15' S

ETBA

CK

A 25 foot bldgsetback perimeter isrequired for a buildingsetback fortownhomes ; table5-4 footnote 17


10 foot landscape from private road is required;and a 15' landscape buffer is required (they canoverlap)


DELETE THIS- IT IS FORCONSTRUNTION/ZONING permitting approval.

Subject: CalloutPage Label: [3] 61093-DEV-ADA-DP-3Author: dsdparsonsDate: 11/7/2018 10:41:12 AMColor:

DELETE THIS- IT IS FORCONSTRUNTION/ZONING permitting approval


Many of the comments on this set apply to thelandscape sheets


Add zoning adjacent to development- No buffer isrequired adjacent to multi-family; it is requiredadjacent to SF or com zoning.


open area


Identify unit number total, identify unites as plusguest 1 space per 3 unit three bedrooms. (parkingis calculated from bedrooms-recheck count afterinfo is provided) 3 bedrooms require 2 parkingspaces


how many units? Are they all 3 bedrooms?

Subject: CalloutPage Label: [1] 61093-DEV-CS-DP-1Author: dsdparsonsDate: 11/7/2018 12:05:16 PMColor:

FAE should be submitted with this

ZONE: CC

DLEY INVESTMENTGROUP LLC

S 89°34'10" E, 285.97'YP

)

15' LNDSCP STBK

25.3

'


EXISTING C & G

10 foot landscapefrom private road isrequired; and a 15'landscape buffer isrequired (they canoverlap)

CONSTRUCTION DOCUMEN

NOT A

et D

wgs

\610

93-D

EV-S

P.d

wg,

10/

17/2

018

10:1

0:34

AM

, TJC

AD

D

DELETE THIS- IT ISFORCONSTRUNTION/ZONING permittingapproval.

LOT 7LOT 6 LOT 8


Y

NEW

C&

G(T

YP)

84.0

46.0

'

84.0'

BUILDING4 UNITS(21'x46')

ADACCESSIB

CONSTRUCTION DOCUMENT

NOT A

Z:\6

1093

\_Sh

eet D

wgs

\610

93-D

EV-A

DA

.dw

g, 1

0/17

/201

8 10

:10:

41 A

M, T

JCA

DD

DELETE THIS- IT ISFORCONSTRUNTION/ZONING permittingapproval

Many of thecomments on this setapply to thelandscape sheets


TOWNHOMES


PERR

YVIL

LE P

OIN

T(P

RIV

ATE

DRI

VE)

LEGENDERTY LINE

MENT LINE

NE

ING SETBACK LINE

CENT PROPERTY LINE

X CONTOUR

MEDIATE CONTOUR

CRETE AREA

ALT AREA

AND GUTTER

ING/BUILDING OVERHANG

NING WALL - SOLID/ROCK

ARD

D FENCE

N LINK FENCE

PROPOSED

INDEX CONTOUR


CONCRETE AREA

ASPHALT AREA

CURB AND GUTTER


DECK


SIGN

BOLLARD

BUILDING ADDRESS

UNIT ADDRESS

5985

84

B

2515 LARAMIE DRIVE

(100 )

Add zoning adjacentto development- Nobuffer is requiredadjacent tomulti-family; it isrequired adjacent toSF or com zoning.

46.0

'

BUIL1

2 U

MAILKIOSKS

openarea

G (GUEST): = 65 HANDICAP: = 8

ROVIDED: = 221 SPACES

3,864 SFE II-BED / NO FIRE WALLS

STORY)

ANT PASSAGE VIEW & GLADIATOR DRIVE)

Identify unit number total, identifyunites as plus guest 1 space per 3unit three bedrooms. (parking iscalculated from bedrooms-recheckcount after info is provided) 3bedrooms require 2 parking spaces

GS 38,640 SF 16.9%G/WALK) 124,281 SF 54.5%

65,320 SF 28.6%

228,241 SF 100.0% = 5.240

how many units? Arethey all 3 bedrooms?

FAE should besubmitted with this

Subject: CalloutPage Label: [2] 61093-DEV-SP-DP-2Author: Daniel TorresDate: 11/7/2018 3:50:46 PMColor:

Lincoln commons townhomes plat indicates thiseasement as "no vehicular access is approved" .Adjacent plat would need to be amended and across lot access agreement would be required.

Subject: CloudPage Label: [1] 61093-DEV-CS-DP-1Author: dsdparsonsDate: 11/7/2018 11:27:35 AMColor:

Cloud (1)

Subject: HighlightPage Label: [2] 61093-DEV-SP-DP-2Author: dsdparsonsDate: 11/7/2018 10:38:14 AMColor:

Highlight (7)


PLEASANT


SUN SEEKE


PLEASAN


ORTS DO


(P


RIVATE

MMONSMES

UD

100)MONS LLC

VIEWVE)

W,

510.

30'

K

Lincoln commonstownhomes platindicates this easementas "no vehicular accessis approved" . Adjacentplat would need to beamended and a cross lotaccess agreement wouldbe required.

= 133= 26= 6

, 285.97'PLEASANT PAS

(PRIVATSTING C & G

NEW

C &

G (T

YP)

46.0

'

46.0

'

SUN

SEE

KER

CT

(PRI

VA

TE)

15' L

ND

15' S

ETB

16.6'

PLEA

SAN

T PA

(PRI

VA

PORTS DOWN (PRIVATE)

OLD HARB(PRIVA

D HARBOR V(PRIVATE)

Subject: Text BoxPage Label: [1] 61093-DEV-CS-DP-1Author: Daniel TorresDate: 11/6/2018 12:31:19 PMColor:

PPR1846

Text Box (4)

Subject: Text BoxPage Label: [2] 61093-DEV-SP-DP-2Author: dsdparsonsDate: 11/7/2018 10:28:36 AMColor:

is this a private drive? Label all

Subject: Text BoxPage Label: [1] 61093-DEV-CS-DP-1Author: dsdparsonsDate: 11/7/2018 12:04:57 PMColor:

NO SIA is required with a Town Home (TH) plat- ATH plat does not plat lots it create units allimprovements should be tied to the SDP as a THplat is not required the units could be rented withthe SDP and not platted for sale.

Subject: Text BoxPage Label: [1] 61093-DEV-CS-DP-1Author: dsdparsonsDate: 11/7/2018 12:13:02 PMColor:

The parties responsible for this plan havefamiliarized themselves with all currentaccessibility criteria and specifications and the proposed plan reflects all site elementsrequired by the applicable ADA design standardsand guidelines as published by the United States Department ofJustice. Approval of this plan by El Paso Countydoes not assure compliance with the ADA or any regulations orguidelines enacted or promulgated under or withrespect to such laws.

evelopment PlaO. PPR1846

NEW

C&

G

84.0'

84.0'

BUILDING 18

is this a privatedrive? Label all


LOT 11

BRADLEY RANCH FILINGNO. 4

PHASE 1


TOWNHOMES


SUB FILING NO. 1A

UNPLATTED



SUB FILING NO. 1B


SUB FILING NO. 1B


SUB FILING NO. 1B


SUB FILING NO. 1B



YELL

OW

DO

CK

POIN

T(P

RIV

ATE

DRI

VE)

PERR

YVIL

LE P

OIN

T(P

RIV

ATE

DRI

VE)



SUN

SEE

KER

CT.

(PRI

VATE

)

PLEA

SAN

T PA

SSA

GE

LN.

(PRI

VATE

)


BENCHMARK

EN

GIN

EE

RS

SU

RV

EY

OR

SM

VE

, IN

C.

MV

E, I

NC

.


EN

GIN

EE

RS

SU

RV

EY

OR

S

CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093


DEV-CS


COVER SHEET

1 4OCTOBER 17, 2018




I-25

HANC

OC

KEX

PRES

SWAY

ACAD

EMY

BLVD

LINC

OLN

PLA

ZA D

R

BRADLEY RD

MAI

N ST

SITE

VICINITY MAPN.T.S.

GLADIATOR

SITE DATA


LEGAL DESCRIPTION




DP-1









COVERAGE DATA















____________________________________________________________________________ ________________________


0

1" = 60' 1:720

120602010

INDEX CONTOUR


CONCRETE AREA

ASPHALT AREA

CURB AND GUTTER


DECK


SIGN

BOLLARD

BUILDING ADDRESS

UNIT ADDRESS

FIRE LANE

NO SIA is required with a Town Home (TH) plat- A TH plat does not plat lots it create units all improvements should be tied to the SDP as a TH plat is not required the units could be rented with the SDP and not platted for sale.


LOT 11

BRADLEY RANCH FILINGNO. 4PHASE 1

TRACT ALINCOLN COMMONSTOWNHOMES

LOT 7ABRADLEY CROSSROADSSUB FILING NO. 1A

UNPLATTED


LOT 5ABRADLEY CROSSROADSSUB FILING NO. 1B






YELLOW

DOCK

POINT

(PRIVA

TE DRIV

E)

PERRYV

ILLE PO

INT(PR

IVATE D

RIVE)



SUN SEE

KER CT

.(PRI

VATE)

PLEASA

NT PAS

SAGE LN

.(PRI

VATE)


BENCHMARK

ENG

INEE

RS

SU

RVEY

ORS

MV

E, I

NC

.M

VE

, IN

C.


EN

GIN

EE

RS

SU

RVE

YO

RS

CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093


DEV-CS


COVER SHEET

1 4OCTOBER 17, 2018




I-25

HANCOC

KEXPR

ESSWAY

ACADEM

Y BLVD

LINCOLN

PLAZA D

RBRADLEY RD

MAIN ST

SITE

VICINITY MAPN.T.S.

GLADIATOR

SITE DATA

SHEET INDEX:SITE DEVELOPMENT PLAN

DP-1 COVER SHEET

DP-2 SITE PLAN

DP-3 ADA ROUTE PLAN

DP-4 SITE DETAILS

GRADING & EROSION CONTROL PLANC1.1 COVER SHEET

C1.2 GRADING PLAN (NORTH)

C1.3 GRADING PLAN (SOUTH)

C1.4 CIVIL DETAILS

C1.5 EROSION CONTROL PLAN

C1.6 EROSION CONTROL DETAILS

LANDSCAPE PLAN

L1 LANDSCAPE PLAN

L2 LANDSCAPE PLAN

BUILDING ELEVATIONSA1.0 ELEVATION VIEWS

A2.0 ELEVATIONS VIEWS

BUILDING FLOOR PLANS

A3.0 MAIN LEVEL (WITH BSMNT)

A4.0 UPPER LEVEL (WITH BSMNT)

A5.0 BASEMENT LEVEL

A6.0 UPPER LEVEL (NO BSMNT)

A7.0 MAIN LEVEL (NO BSMNT)


LEGAL DESCRIPTION




DP-1









COVERAGE DATA















____________________________________________________________________________ ________________________


0

1" = 60' 1:720

120602010

LEGENDPROPERTY LINE

EASEMENT LINE

LOT LINE

BUILDING SETBACK LINE

ADJACENT PROPERTY LINE

EXISTING

INDEX CONTOUR


CONCRETE AREA

ASPHALT AREA

CURB AND GUTTER


DECK

RETAINING WALL - SOLID/ROCK

SIGN

BOLLARD

WOOD FENCE

CHAIN LINK FENCE

BARBED WIRE FENCE

TREE (EVERGREEN/DECIDUOUS)SHRUB

ROCK

PROPOSED

INDEX CONTOUR


CONCRETE AREA

ASPHALT AREA

CURB AND GUTTER


DECK


SIGN

BOLLARD

BUILDING ADDRESS

UNIT ADDRESS

FIRE LANE

5985

84

5985

84

B B

2515 LARAMIE DRIVE

(100 )

Z:\61093\

_Sheet Dw

gs\61093-D

EV-CS.dw

g, 10/17/2

018 10:10:3

2 AM, TJC

ADD

The parties responsible for this plan have familiarized themselves with all current accessibility criteria and specifications and the proposed plan reflects all site elements required by the applicable ADA design standards and guidelines as published by the United States Department of Justice. Approval of this plan by El Paso County does not assure compliance with the ADA or any regulations or guidelines enacted or promulgated under or with respect to such laws.

inc mve - microsoft · sub filing no. 1a zone: cc lot 6a bradley crossroads sub filing no. 1a zone:...

Documents