7101 College Blvd., Suite 400Overland Park, Kansas 66210

p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.

Description: Date:No.

p r o j e c tn u m b e r

d r a w i n gi s s u a n c e

d r a w i n gr e v i s i o n s

p r o f e s s i o n a ls e a l

d r a w i n gt i t l e

d r a w i n gn u m b e r

H.C. KLOVER ARCHITECT

©

10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net

Developments, LLC

cft

CFT

DEV

ELO

PMEN

TS LL

CE 1

44th

Ave

and

Gra

nt St

Thor

nton

, CO

800

23

17045.002

DEVELOPMENT SUBMITTAL 05.25.17

Case No.: PLDP201700429144TH AVE AND WASHINGTON ST

COMMERCIAL DEVELOPMENT PERMIT

THORNTON, COLORADO

A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 22,

TOWNSHIP 1 SOUTH RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN,

CITY OF THORNTON, COUNTY OF ADAMS, STATE OF COLORADO

SHEET 1 OF 10

DEVELOPER

BENCHMARK:

CFT NV DEVELOPMENTS, LLC

1683 WALNUT GROVE AVENUE

ROSEMEAD CA 91770

SHEET INDEX 1 COVER SHEET

2 SITE PLAN

3 GRADING PLAN

4 UTILITY PLAN

5 LANDSCAPE PLAN

6 LANDSCAPE SCHEDULE

7 ARCHITECTURAL ELEVATIONS

8 ARCHITECTURAL ELEVATIONS

9 TRASH ENCLOSURE DETAILS

10 SITE PHOTOMETRIC

BENCHMARK DATUM IS NAVD88

THE NORTHEAST BOLT, MARKED BY A TRIAD OF PUNCH

MARKS, ON THE BASE OF THE THIRD POWER TOWER (NO.

G-34) NORTH OF 144TH AVENUE ON THE WEST SIDE OF

WASHINGTON STREET.

ELEVATION 5154.30

EVERGREEN - 144TH AND

WASHINGTON, L.L.C.

1873 SOUTH BELLAIRE ST.

SUITE 1106

DENVER, CO 80222

PROPERTY OWNER

HC KLOVER ARCHITECT

10955 LOWELL AVENUE SUIT 700

OVERLAND PARK, KS 66210

PHONE: (913)-649-8181

ARCHITECT

1. FLOORPLAN ACCORDING TO FEMA FLOOD

INSURANCE RATE MAP (FIRM) 08001C0303H, THIS

PROPERTY IS LOCATED WITHIN ZONE X

(OUTSIDE OF THE 0.2% ANNUAL CHANCE

FLOODPLAIN).

2. PROPERTY SIGNAGE SHALL BE BY SEPARATE

PERMIT.

3. THE DEVELOPER ACKNOWLEDGES THAT THE

SITE LANDSCAPING MAINTENANCE WILL BE A

PART OF THEIR DEVELOPMENT INCLUDING THE

IMMEDIATELY ADJACENT RIGHT-OF-WAY

LANDSCAPING ON 144TH AVENUE AND GRANT ST.

4. NO LAND WILL BE DEDICATED AS PART OF THIS

DEVELOPMENT

5. AN OWNER'S ASSOCIATION WILL BE FORMED

FOR COMMON AND RIGHT-OF-WAY LANDSCAPE

MAINTENANCE.

6. THE ADJACENT PROPERTY OWNER OR ASSIGNS

MAINTAINS THE LANDSCAPING INCLUDING

RIGHT-OF-WAY LANDSCAPING.

GENERAL NOTES

LOT 1, 144TH AND WASHINGTON

FILING NO.1, COUNTY OF ADAMS,

STATE OF COLORADO AND LOT 2A,

144TH AND WASHINGTON FILING

NO.1 AMENDMENT NO.1, COUNTY

OF ADAMS, STATE OF COLORADO

LEGAL DESCRIPTION

1

COVER SHEET

PARKING CALCULATIONS ARE SUBJECT TO

CHANGE BASED UPON THE PROPOSED USE

OF EACH TENANT SPACE.

NOTE

E 1

43rd

Pla

ce

GAS GAS GAS GAS GAS GAS GAS GAS GAS

W

FO

F

O

FO

WW

W

UGC

UGC

UGC

UGC

UGC

UGC

UGE

FO

FO

FO

FO

FO

FO

FOFO

FO

FO

UGE

UGE

W

W

W

F

O

FO

SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

E. 144th AVENUEPublic Right-of-Way (width varies)

FO

FO

FO

FO

(No Posted Address)Lot 1 of Block 1 of Washington Electric Substation Filing No. 1

Owner: Public Service Company of ColoradoNOT A PART

(No

Post

ed A

ddre

ss)

Lot

3A

of 1

44th

and

Was

hing

ton

Fili

ng N

o. 1

Am

endm

ent N

o. 1

Ow

ner:

Sum

mit

Ent

erta

inm

ent o

f Tho

rnto

n L

LC

NO

T A

PA

RT

W W W W W W W

FO

x

new property line.

GR

AN

T S

T

E 144TH AVE

S

7101 College Blvd., Suite 400Overland Park, Kansas 66210

p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.

Description: Date:No.

p r o j e c tn u m b e r

d r a w i n gi s s u a n c e

d r a w i n gr e v i s i o n s

p r o f e s s i o n a ls e a l

d r a w i n gt i t l e

d r a w i n gn u m b e r

H.C. KLOVER ARCHITECT

©

10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net

Developments, LLC

cft

CFT

DEV

ELO

PMEN

TS LL

CE 1

44th

Ave

and

Gra

nt St

Thor

nton

, CO

800

23

17045.002

DEVELOPMENT SUBMITTAL 05.25.17

Case No.: PLDP201700429144TH AVE AND WASHINGTON ST

COMMERCIAL DEVELOPMENT PERMIT

THORNTON, COLORADO

PROJECT ADDRESSE 144TH AVE AND

GRANT ST

THORNTON, CO 80023

SITE DATATOTAL SITE AREA : 89,320 SQ FT (±1.22 ACRES)

DISTURBED AREA (APPROX) : 66,980 SQ FT (±1.54 ACRES)

IMPERVIOUS AREA 53,102 SQ FT (59.5%)

PERVIOUS AREA 36,218 SQ FT (40.5 %)

PARKING DATA

USEABLE FLOOR SPACE: 2,200 SF

BUILDING CLASSIFICATION: RESTAURANT

MINIMUM PARKING REQUIRED: 15

(ONE (1) SPACE PER 150 SQ FT)

STANDARD STALLS PROVIDED: 29

HANDICAP STALLS PROVIDED: 2 (2 VAN)

TOTAL PARKING STALLS: 31

SITE INFORMATION

DEVELOPER INFORMATIONCFT NV DEVELOPMENTS, LLC

1683 WALNUT GROVE AVE

ROSEMEAD CA 91770

PROPOSED FIRE HYDRANT LOCATION

VERTICAL BENCHMARKBENCHMARK DATUM IS NAVD 88:

THE NORTHEAST BOLT, MARKED BY A TRIAD

OF PUNCH MARKS, ON THE BASE OF THE

THIRD POWER TOWER (NO. G-34) NORTH OF

144TH AVENUE ON THE WEST SIDE OF

WASHINGTON STREET.

ELE = 5154.30'

HYDRANT N E

HYD 1 1227530.1160 3145480.5553

HYD 2 1227530.1160 3145597.8700

EXISTING STREET LIGHT LOCATIONLIGHT POLE N E

LP 1 1227750.7004 3145467.5521

LP 2 1227750.4254 3145607.0141

UTILITY INFORMATIONCITY OF THORNTON

9500 CIVIC CENTER DR

THORNTON, CO 80229

CONTACTS:

ELECTRIC & GAS

XCEL ENERGY

BRIGHTON RD.

HENDERSON, CO 80640

(800)-628-212

WATER & SANITARY SEWER:

WATER RESOURCES DIVISION

12450 WASHINGTON ST

THORNTON, CO 80241

(720)-977-6000

OWNER INFORMATIONEVERGREEN - 144TH AND

WASHINGTON, L.L.C.

1873 SOUTH BELLAIRE ST.

SUITE 1106

DENVER, CO 80222

PARKING STALL COUNT#

CONCRETE PAVEMENT, MED DUTY

CONCRETE SIDEWALK

ASPHALT PAVEMENT, MED DUTY

EXISTING FIRE HYDRANT

EXISTING LIGHT POLE

CONCRETE CURB & GUTTER

PROPERTY LINE

ADA ACCESSIBLE ROUTE

DISTURBED AREA (APPROX 0.97 ACRES)

EXISTING WATER MAIN

EXISTING UNDERGROUND

EXISTING EASEMENT

EXISTING SANITARY SEWER MAIN

EXISTING STORM SEWER MAIN

ELECTRIC

EXISTING GAS MAIN

ADJACENT PROPERTY LINE

BUILDING SETBACK LINES

CONSTRUCTION NOTES01 LEAD FREE, WATER-BORNE EMULSION BASED WHITE TRAFFIC PAINT FOR PARKING LOT STALL

STRIPING.

02 MENU BOARD. SEE SHEET A-405 FOR EXACT LOCATION.

03 DRIVE THRU SPEAKERBOX. SEE SHEET A-405 FOR EXACT LOCATION

04 DUMPSTER SCREENING. SEE SHEET A-407 FOR DETAILS

05 CONCRETE PATIO AND SEATING AREA. SEE SHEET A-405 FOR DETAILS

06 SEE LANDSCAPE PLAN L1.0 FOR LOCATION AND MATERIAL OF PROPOSED PLANT MATERIALS AND

EXISTING PLANTS TO REMAIN

07 NOT USED

08 NOT USED

09 NOT USED

10 ADA PARKING

11 NOT USED

12 NOT USED

13 NOT USED

14 CROSSWALK STRIPING (WHITE). CONCRETE TO BE COLORED AND TEXTURED TO MATCH EXISTING

144TH AND WASHINGTON DEVELOPMENT.

15 DRIVE THRU CLEARANCE BAR.

16 NOT USED

17 DIRECTION ARROW PAVEMENT MARKINGS.

18 EXISTING LIGHT POLE DO NOT DISTURB.

19 PROPOSED MONUMENT SIGN

20 ADA PARKING SIGNAGE

21 STOP SIGN

22 DO NOT ENTER SIGN

23 NO PARKING FIRE LANE SIGN

SCALE = 1:600

N

BUILDING SETBACKSFRONT: 25'

SIDE: 0' OR 15'

PARKING: 25'

2

SITE PLAN

2200 SQ FT

1 STORY

LOT 1, 144TH AND WASHINGTON

FILING NO.1, COUNTY OF ADAMS,

STATE OF COLORADO AND LOT 2A,

144TH AND WASHINGTON FILING

NO.1 AMENDMENT NO.1, COUNTY OF

ADAMS, STATE OF COLORADO

LEGAL DESCRIPTION

144TH AVE AND WASHINGTON ST

EXISTING FIBER OPTIC

8

13

10

14

12

UGCUGC

SAN

GAS

GAS

GAS

GAS

UGE

W

GAS

GAS

UGC

UGC

UGC

UGC

UGC

SAN

GAS GAS GAS GAS GAS GAS GAS GAS GAS

F

O

F

O

FO

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

FOF

O

FOFO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

UGE

UGEUGE

UGE

W

W

FO

FO

FO

FO

FO

W W W W W W W W W

new property line.

5

1

6

5

5

1

7

0

5

1

6

4

5

1

6

6

5

1

6

7

5

1

6

8

5

1

6

9

5

1

7

1

5165

5

1

6

4

5

1

6

6

5

1

6

7

5

1

6

8

5

1

6

9

S

-

3

.

1

5

%

-

3

.

7

0

%

-

6

.8

7

%

-

1

.

7

9

%

-2.0

1%

-

0

.

9

5

%

-

4

.

2

0

%

-

1

.

3

6

%

-4.75%

-

1

.

2

6

%

-

3

.

0

0

%

-

1

.

9

5

%

-

2

.

3

0

%

-

2

.

0

4

%

-

2

.

0

5

%

-2.70%

-2

.5

1

%

-

3

.

1

1

%

-

3

.

3

4

%

-

6

.

1

2

%

-2.31%

-

2

.

6

0

%

-

2

.1

4

%

-

2

.

1

2

%

-

1

.

9

0

%

-

2

.

2

2

%

-3.3

9%

-

1

.

7

2

%

-

2

.

7

1

%

-

1

.

5

9

%

-

1

.

8

8

%

-

4

.

0

3

%

7101 College Blvd., Suite 400Overland Park, Kansas 66210

p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.

Description: Date:No.

p r o j e c tn u m b e r

d r a w i n gi s s u a n c e

d r a w i n gr e v i s i o n s

p r o f e s s i o n a ls e a l

d r a w i n gt i t l e

d r a w i n gn u m b e r

H.C. KLOVER ARCHITECT

©

10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net

Developments, LLC

cft

CFT

DEV

ELO

PMEN

TS LL

CE 1

44th

Ave

and

Gra

nt St

Thor

nton

, CO

800

23

17045.002

DEVELOPMENT SUBMITTAL 05.25.17

Case No.: PLDP201700429144TH AVE AND WASHINGTON ST

COMMERCIAL DEVELOPMENT PERMIT

THORNTON, COLORADO

GRADING NOTES

FINISH GRADE 5' CONTOURS

FINISH GRADE 1' CONTOURS

EXISTING GRADE 5'

CONTOURS

EXISTING GRADE 1'

CONTOURS

LEGEND

2% MAX SLOPE IN ANY DIRECTION

EXISTING WATER MAIN

EXISTING UNDERGROUND

EXISTING EASEMENT

EXISTING SANITARY SEWER MAIN

EXISTING STORM SEWER MAIN

ELECTRIC

EXISTING GAS MAIN

PROPOSED DOMESTIC WATER LINE

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED GAS SERVICE LINE

PROPOSED UNDERGROUND ELECTRIC

1. GRADING MATERIALS AND PROCEDURES SHALL BE IN ACCORDANCE WITH CITY OF THORNTON

ENGINEERING TECHNICAL SPECIFICATIONS. ANY REQUIREMENTS SET FORTH IN THE PLANS THAT ARE

IN CONFLICT WITH ANY CITY, COUNTY, OR ANY OTHER APPLICABLE JURISDICTION'S SPECIFICATIONS

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

2. FILL MATERIALS REQUIRED FOR THIS PROJECT AND PLACEMENT OF THOSE MATERIALS SHALL BE IN

ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE CITY OF THORNTON TECHNICAL

SPECIFICATIONS.

3. FILL MATERIALS SHALL NOT BE PLACED ON FROZEN SOIL, ORGANIC MATERIALS, OR SOFT SUBGRADE.

4. SUBGRADE IN EXCAVATED AREAS UNDER PROPOSED PAVEMENT SHALL BE SCARIFIED AND PROPERLY

COMPACTED AND MOISTURE CONDITIONED.

5. ALL TOPSOIL, VEGETATION, ROOT STRUCTURES, AND DELETERIOUS MATERIALS SHALL BE STRIPPED

FROM THE GROUND SURFACE PRIOR TO THE PLACEMENT OF FILL MATERIALS. CONTRACTOR SHALL

OBTAIN THE ACCEPTANCE OF THE ON-SITE GEOTECHNICAL REPRESENTATIVE FOR THE EXISTING

GROUND SURFACE MATERIALS AND THE PROPOSED FILL MATERIAL PRIOR TO THE PLACEMENT OF

FILL.

6. ALL PROPOSED CONTOUR LINES AND SPOT ELEVATIONS SHOWN ARE FINISH GROUND ELEVATIONS.

CONTRACTOR SHALL ACCOUNT FOR PAVEMENT DEPTHS, BUILDING PADS, TOPSOIL, ETC WHEN

GRADING THE SITE.

7. ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED (GREEN SPACES) SHALL BE FINISH GRADED

WITH A MINIMUM OF SIX INCHES OF TOPSOIL.

8. ALL EXCAVATION AND EMBANKMENTS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF

THORNTON ENGINEERING TECHNICAL SPECIFICATIONS.

9. PRIOR TO PLACING ANY CONCRETE OR ASPHALT PAVEMENT THE CONTRACTOR SHALL PERFORM A

PROOF ROLL OF THE PAVEMENT SUB-GRADE WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK. THE

PROOF ROLL SHALL BE CONDUCTED IN THE PRESENCE OF THE ENGINEER AND/OR THE ON-SITE

GEOTECHNICAL REPRESENTATIVE. AREAS THAT DISPLAY RUTTING OR PUMPING THAT ARE

UNSATISFACTORY TO THE ENGINEER SHALL BE RE-WORKED AND A FOLLOW-UP PROOF ROLL SHALL

BE CONDUCTED PRIOR TO ACCEPTANCE OF THE SUB-GRADE FOR PAVING. THE CONTRACTOR MAY, AT

ITS OWN EXPENSE, STABILIZE THE SUB-GRADE USING CLASS C FLY ASH OR QUICKLIME OR SIMILAR

MATERIAL, SUBJECT TO THE APPROVAL OF THE ENGINEER.

10. FINISHED GRADES SHALL NOT BE STEEPER THAN 3:1.

11. ALL GRADING WORK SHALL BE CONSIDERED UNCLASSIFIED. NO ADDITIONAL PAYMENTS SHALL BE

MADE FOR ROCK EXCAVATION. CONTRACTOR SHALL SATISFY HIMSELF AS TO ANY ROCK EXCAVATION

REQUIRED TO ACCOMPLISH THE IMPROVEMENTS SHOWN HEREON.

12. ALL AREAS ALONG ACCESSIBLE ROUTE SHOWN ON THIS PAGE SHALL COMPLY WITH 2010 ADA

STANDARDS.

13. PAVEMENT ELEVATIONS TO BE 6" (.5') BELOW TOP OF CURB ELEVATION (TC) UNLESS OTHERWISE

NOTED

14. CONTRACTOR RESPONSIBLE FOR FIELD VERIFYING ALL PROPOSED GRADES ENSURE POSITIVE

DRAINAGE BOTH WITH PROPOSED IMPROVEMENTS AND SURROUNDING EXISTING CONDITIONS. IF

ISSUE ARISES ENGINEER TO BE NOTIFIED IMMEDIATELY.

15. GRADING IS CONCEPTUAL ONLY AND WILL BE APPROVED WITH THE CONSTRUCTION DOCUMENTS.

PROPOSED PROPERTY LINE

PROPOSED SANITARY SEWER

PROPOSED GAS SERVICE LINE

PROPOSED UNDERGROUND

ADJACENT PROPERTY LINE

PROJECT BENCHMARK

SERVICE LINE

ELECTRIC

TC XXX.XX

X.X.%

PROPOSED TOP OF CURB

ELEVATION

PROPOSED RESULTANT

PAVEMENT SLOPE

TS XXX.XX

PROPOSED TOP OF SIDEWALK

ELEVATION

TP XXX.XX

PROPOSED TOP OF PAVEMENT

ELEVATION

SERVICE LINE

3

SITE GRADING PLAN

PROPOSED SWALE

VERTICAL BENCHMARKBENCHMARK DATUM IS NAVD88

THE NORTHEAST BOLT, MARKED BY A TRIAD OF

PUNCH MARKS, ON THE BASE OF THE THIRD

POWER TOWER (NO. G-34) NORTH OF 144TH

AVENUE ON THE WEST SIDE OF WASHINGTON

STREET.

ELEVATION 5154.30

E. 144TH AVENUE

FFE

5169.79

UGE

FO

FO

F

O

FO

FO

FO

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGE

UGE

FO

FO

FO

FO

FO

FO

FO

FO

F

O

UGEUGE

UGEUGE

UGE

UGE

F

O

FO

FO

F

O

FO

FOUGE

W W W W W W W W

SAN

x

FO

UGCUGC

SAN

SAN

GAS

GAS

GAS

GAS

GAS

GAS

UGE

W

W

1

UGCUGC

SANSAN

GAS

W

GAS

F

O

UGC

UGC

FO

FO

FOFO

W

FO

W W

new property line.

GAS

UGC

1

FOFO

FO

FO

FO

FO

GAS

UGC

UGC

UGC

7101 College Blvd., Suite 400Overland Park, Kansas 66210

p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.

Description: Date:No.

p r o j e c tn u m b e r

d r a w i n gi s s u a n c e

d r a w i n gr e v i s i o n s

p r o f e s s i o n a ls e a l

d r a w i n gt i t l e

d r a w i n gn u m b e r

H.C. KLOVER ARCHITECT

©

10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net

Developments, LLC

cft

CFT

DEV

ELO

PMEN

TS LL

CE 1

44th

Ave

and

Gra

nt St

Thor

nton

, CO

800

23

17045.002

DEVELOPMENT SUBMITTAL 05.25.17

Case No.: PLDP201700429144TH AVE AND WASHINGTON ST

COMMERCIAL DEVELOPMENT PERMIT

THORNTON, COLORADO

01 CONNECT TO EXISTING SANITARY SEWER MANHOLE. CONNECTION FL

5157.34.

02 INSTALL 4" SDR-35 PVC FL @ BUILDING = 5165.80

03 INSTALL 119 LF 4" SDR-35 PVC @ 2.0% SLOPE

04 INSTALL 25 LF OF 4" SANITARY SEWER DISHCHARGE LINE

05 INSTALL 1000 GALLON GREASE INTERCEPTOR. APPROX FL xxxx.xx .

06 INSTALL WYE WITH CLEANOUT

07 INSTALL 4" VENT PIPE.

11 INSTALL PROPOSED PAD-MOUNTED TRANSFORMER, COORDINATE WITH

EXCEL ENERGY.

12 INSTALL 60LF OF ELECTRICAL SERVICE FROM BUILDING TO PROPOSED

TRANSFORMER PAD.

13 CONNECT 47 LF OF ELECTRIC LINE TO EXISTING SERVICE.

14 CONNECT (2) 49 LF OF COMMUNICATION LINE TO EXISTING SERVICE

15 PROPOSED COMMUNICATION SERVICE BUILDING CONNECTION LOCATION.

16 INSTALL (2) 3" CONDUIT FOR FUTURE UNDERGROUND COMMMUNICATION

SERVICE. INSTALL (1) 3" CONDUIT FOR FUTURE UNDERGROUND GAS

SERVICE.

21 PROPOSED GAS SERVICE BUILDING CONNECTION.

22 CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR GAS SERVICE.

31 INSTALL 94' 1

1

2

" PEX PIPE FOR DOMESTIC SERVICE FROM BUILDING TO

EXISTING MAIN.

32 CONTRACTOR TO INSTALL NEW WATER METER VAULT PER CITY DETAIL

200-17.

33 CONNECT WATER SERVICE LINE TO EXISTING MAIN.

34 CONTRACTOR TO VERIFY LOCATION OF DOMESTIC SERVICE AND

IRRIGATION DEDUCT METER WITH CITY OF THORNTON.

35 PROPOSED WATER LINE TO TIE INTO EXISTING WATER LINE.

41 INSTALL 4' x 6' CURB INLET.

42 INSTALL 6" HDPE STORM PIPE.

43 INSTALL 15" HDPE STORM PIPE.

44 INSTALL 15" RCP STORM PIPE.

45 INSTALL 18" RCP STORM PIPE

46 INSTALL 4" x 8" WYE WITH CLEANOUT FOR ROOF DRAINS CONNECTIONS.

47 INSTALL 4' MANHOLE TO CONNECT TO EXISTING 15" STORM PIPE

CONSTRUCTION NOTESBUILDING CONNECTION DETAIL

OVERALL SITE

GENERAL UTILITY NOTES 1. ALL WATERLINES AND SANITARY SEWER

LINES SHALL BE CONTRUCTED PER THE

CITY OF THORNTON STANDARDS AND

SPECIFICATION FOR THE DESIGN AND

CONSTRUCTION OF PUBLIC AND PRIVATE

IMPROVEMENTS AND ALL APPLICABLE

MASTER PLANS IN EFFECT AT THE TIME OFR

DEVELOPMENT. LARGER LINES SHALL BE

CONTRUCTED IF NECESSARY TO SERVE THE

DEVELOPMENT. LINES SHALL BE

DETERMINED WITH THE FINAL UTILITY

REPORT.

2. ALL OFF-SITE EASEMENTS REQUIRED FOR

THE CONSTRUCTION OF THE WATER AND

SANITARY SEWER SYSTEMS SHALL BE

ACQUIRED BY THE DEVELOPER PRIOR TO

APPROVAL OF THE SUBDIVISION PLAT. THE

RECEPTION NUMBERS FOR THESE

EASEMENTS SHALL BE INCLUDED ON THE

PLAT.

3. ALL WATERLINES CONSTRUCTED SHALL BE

LOOPED; IN ADDITION, THE SYSTEM

PRESSURE REDUCING VALVES SHALL BE

UTILIZED TO KEEP THE STATIC PRESSURE

BELOW 100 PSI. A MINIMUM STATIC

PRESSURE OF 40 PSI SHALL BE MAINTAINED

FOR THE SITE.

4. COORDINATION IS REQUIRED FOR SERVING

WATER AND SANITARY SEWER TO THE

ADJACENT PROPERTY OWNERS. STUB-OUTS

SHALL BE PROVIDED FOR FUTURE

DEVELOPMENT OF THESE PROPERTIES.

5. THE DEVELOPER IS RESPONSIBLE FOR ANY

IMPROVEMENTS TO APPLICABLE LIFT

STATIONS WHICH ARE NECESSARY TO

SERVE THIS DEVELOPMENT. IMPROVEMENTS

WITH THE FINAL UTILITY REPORT.

6. A FINAL UTILITY REPORT WILL BE REQUIRED

WITH THE DEVELOPMENT OF EACH

PLANNING AREA. A SANITARY SEWER BASIN

STUDY IS REQUIRED WITH THE REPORT TO

EVALUATE THE EXISTING SANITARY SEWER

SYSTEM DOWNSTREAM OF THE PROPOSED

DEVELOPMENT, AS WELL AS ANTICIPATED

DEVELOPMENT UPSTREAM FOR THE SIZING

OF THE FACILITIES. ALL NECESSARY

IMPROVEMENTS REQUIRED TO SERVE THE

DEVELOPMENT ARE THE RESPONSIBILITY OF

THE DEVELOPER.,

7. THE OWNER AGREES TO PARTICIPATE IN

ALL REIUMBURSEMENT AGREEMENTS

ASSOCITED WITH THE PROPERTY.

8. ALL METERS SHALL BE SIZED IN

ACCORDANCE WITH THE ADOPTED VERSION

OF INTERNAL PLUMBING CODE AND ALL

ADOPTED APPENDICES IN EFFECT AT THE

TIME OF APPROVAL.

9. UTILITIES ARE CONCEPTUAL ONLY AND WILL

BE APPROVED WITH THE CONSTRUCTION

DOCUMENTS.

4

UTILITY PLAN

NORTHEAST LOT

UGCUGC

SAN

SAN

GAS

GAS

GAS

GAS

GAS

GAS

UGE

W

W

GAS

GAS

GAS

GAS

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

W

UGE

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

UGE

FO

F

O

FO

FO

FO

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

FO

FO

FO

FO

FOFO

FO

FO

FO

FO

FO

FO

FO

FOFO

FO

FO

FO

FO

FO

F

O

UGEUGE UGE UGE UGE UGE

UGEUGEUGEUGEUGEUGE

UGE

UGEW W

FO

F

O

FO

FO

FO

FO

FO

FO

FO

UGE UGE UGE

W W W W W W W W W W W W W W

F

O

S

new property line.

(1)AH

(3)UM

(3)QC

(2)UM

(2)QC

(3)EC

(4)PA

(5)JS

(8)NW

(8)NW(16)EC

(20)JD

(26)PS

(8)HF

(2)JW

(1)PC

(13)JS

(2)JW

(1)PC

(6)HF

(4)JS

(14)EC

(1)AH

(3)LL

(3)PD

(10)PS

(5)JD

(5)LL

(4)AH

(62)LL

(1)AB

(6)NW

(6)JD

(1)AB

(5)JS

(5)EC

(31)LL

(8)EC

(5)JD

(8)EC

(6)JS

(2)PA

(13)EC

(3)PD

(3)JW (26)LL

(14)JD

(8)JS

(3)PD

(4)NW

(1)AB

(1)PC

(5)EC

(4)NW

(1)AB

(7)PD

(16)JD

(7)JS

(7)PA

(6)PD

(7)JS

(1)AB

(16)NW

(1)AB

(1)PC

(7)JS

(5)PD

(10)PS

(9)JW

(4)EC

(1)PC

(12)NW

(6)JS

(1)AB

5166

5167

51685

1

6

9

5170

5170

5

1

6

4

5165

5

1

6

4

7101 College Blvd., Suite 400Overland Park, Kansas 66210

p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.

Description: Date:No.

p r o j e c tn u m b e r

d r a w i n gi s s u a n c e

d r a w i n gr e v i s i o n s

p r o f e s s i o n a ls e a l

d r a w i n gt i t l e

d r a w i n gn u m b e r

H.C. KLOVER ARCHITECT

©

10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net

Developments, LLC

cft

CFT

DEV

ELO

PMEN

TS LL

CE 1

44th

Ave

and

Gra

nt St

Thor

nton

, CO

800

23

17045.002

DEVELOPMENT SUBMITTAL 05.25.17

Case No.: PLDP201700429144TH AVE AND WASHINGTON ST

COMMERCIAL DEVELOPMENT PERMIT

THORNTON, COLORADO

5

LANDSCAPE PLAN

PROPOSED 2,200

DRIVE THRU

RESTAURANT

LEGEND

EVERGREEN TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL TE

PC 6 Pinus cembra / Swiss Stone Pine B & B 6` HT 6

ORNAMENTAL TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL TE

AH 6 Acer tataricum `Hot Wings` / Hot Wings Tatarian Maple B & B 2"Cal 6

QC 5 Quercus robur x alba `Crimson Spire` / Crimson Spire Oak B & B 2"Cal 5

SHADE TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL TE

AB 7 Acer negundo 'Sensation' / Sensation Box Elder Maple B & B 2"Cal 7

UM 5 Ulmus x 'Morton' / Accolade B & B 2"Cal 5

ANNUALS/PERENNIALS CODE QTY BOTANICAL NAME / COMMON NAME CONT PLANT HT. TE

NW 58 Nepeta x faassenii `Walkers Low` / Walkers Low Catmint 1 gal 12"-18" H 2.9

PA 13 Perovskia atriplicifolia / Russian Sage 1 gal 12"-18" H .65

DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT PLANT HT. TE

HF 14 Hypericum frondosum `Sunburst` / Sunburst Hypericum 5 gal 2` height 1.4

LL 127 Ligustrum vulgare `Lodense` / Lodense Privet 5 gal 2` height 12.7

PS 46 Philadelphus x `Snowbell` / Snowbell Mock Orange 5 gal 2` height 4.6

PD 27 Physocarpus opulifolius `Diablo` / Diablo Ninebark 5 gal 2` height 2.7

EVERGREEN SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT PLANT HT. TE

EC 76 Euonymus fortunei `Colorata` / Purple-leaf Winter Creeper 1 gal 2` height 7.6

JD 66 Juniperus communis depressa 'Effusa' / Effusa Juniper 5 gal 1.5` height 6.6

JS 68 Juniperus sabina `Scandia` / Scandia Juniper 5 gal 2` height 6.8

JW 16 Juniperus scopulorum 'Woodward' / Woodward columnar juniper 5 gal 2` height 1.6

TE TOTAL

76.55

GROUND COVERS CODE QTY BOTANICAL NAME / COMMON NAME CONT

PK 13,052 sf Poa x (Kentucky x Texas) / Bluegrass sod

Use Second Generation Hybrid

PLACE LANDSCAPE EDGING WHERE GRASS ADJOINS

PLANTING BEDS, SEE DETAIL 5 SHEET L1.2 FOR

SPECIFICATIONS

PLANT SCHEDULE

MULCH QTY BOTANICAL NAME / COMMON NAME SIZE DEPTH

102 cu.yd. Buffalo River Rock 1"-3" 3" deep

PLACE LANDSCAPE EDGING WHERE GRASS ADJOINS size

PLANTING BEDS, SEE DETAIL 5 SHEET L1.2 FOR

SPECIFICATIONS

7101 College Blvd., Suite 400Overland Park, Kansas 66210

p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.

Description: Date:No.

p r o j e c tn u m b e r

d r a w i n gi s s u a n c e

d r a w i n gr e v i s i o n s

p r o f e s s i o n a ls e a l

d r a w i n gt i t l e

d r a w i n gn u m b e r

H.C. KLOVER ARCHITECT

©

10955 LOWELL AVENUE, SUITE 700 • OVERLAND PARK, KS 66210 ph: 913.649.8181 • fx: 913.649.1275 • www.klover.net

Developments, LLC

cft

CFT

DEV

ELO

PMEN

TS LL

CE 1

44th

Ave

and

Gra

nt St

Thor

nton

, CO

800

23

17045.002

DEVELOPMENT SUBMITTAL 05.25.17

Case No.: PLDP201700429144TH AVE AND WASHINGTON ST

COMMERCIAL DEVELOPMENT PERMIT

THORNTON, COLORADO

SITE DATA

LANDSCAPING NOTES

1. EXISTING SOIL SHALL BE AMENDED AT A RATE OF FOUR (4) CUBIC YARDS OF

CLASS I OR II COMPOST AMENDMENT PER 1,000 SQUARE FEET, DISKED OR TILLED

INTO THE SOIL AT A DEPTH OF NOT LESS THAN SIX INCHES.

2. CITY OF THORNTON (COT) AFFIDAVIT OF SOIL AMENDMENT INSTALLATION IS

REQUIRED FROM CONTRACTOR.

3. STEEL BED EDGING, RYERSON OR APPROVED EQUAL.

4. THE ENTIRE SURFACE TO BE LANDSCAPED SHOULD BE REASONABLE SMOOTH

AND FREE FROM STONES, ROOTS OR OTHER DEBRIS.

5. PARKING LOT ISLAND SQUARE FOOTAGE IS A MINIMUM 10% OF THE PARKING

STALL SQUARE FOOTAGE.

6. ALL LANDSCAPING AND IRRIGATION CONSTRUCTION WILL CONFORM TO THE

CITY'S STANDARDS AND SPECIFICATIONS.

7. A PRE-CONSTRUCTION MEETING WITH THE CITY LANDSCAPE ARCHITECTS IS

REQUIRED PRIOR TO ANY LANDSCAPE OR IRRIGATION WORK IS STARTED ON THE

PROPERTY.

8. PROPERTY OWNER OR ASSIGNS OR OWNERS ASSOCIATION MAINTAINS THE

LANDSCAPED AREAS, INCLUDING ANY ADJACENT ROW LANDSCAPE.

6

LANDSCAPE SCHEDULE

E

Q

.E

Q

.

PLAN

SECTION VIEW

6" m

in

.

TAPERED STEEL STAKES TOINTERIOR OF BED AREA

TOP OF EDGING NO MORE THAN1/2" BELOW TOP OF EDGING

STEEL EDGING

SPECIFIED BEDDING MATERIAL

TURF

1/8" X 4" X 16' (.120-.125" AVERAGE THICKNESS)14GA. X 4" X 10' (.070-.075" AVERAGE THICKNESS)

SELECT DESIRED SIZE

3. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

REFERENCE NUMBER 200-003

2. DO NOT SCALE DRAWINGS.

NOTES:

www.surelocedging.com

SURE-LOC ALUMINUM EDGING CORPORATION494 EAST 64TH STHOLLAND, MI 49423

TOLL FREE: 1-800-787-3562PHONE: (616) 392-3209

FAX: (616) 392-5134

®

3/16" X 4" X 16' (.182-.188" AVERAGE THICKNESS)1/4" X 5" X 16' (.20 - .250" AVERAGE THICKNESS)

Step 1 - Remove soil and roots over the root collar.

Step 2 - Remove defects.

©

LANDSCAPING NOTES

1. ALL DISTURBED AREAS SHALL BE SODDED WITH TURF-TYPE POA SOD WITH A MINIMUM OF

THREE CULTIVARS.

2. ALL LANDSCAPED AREAS SHALL RECEIVE A MINIMUM 6-INCH DEPTH OF TOPSOIL COMPACTED

TO 85% DENSITY AT OPTIMUM MOISTURE CONTENT.

3. THE ENTIRE SURFACE TO BE LANDSCAPED SHOULD BE REASONABLE SMOOTH AND FREE

FROM STONES, ROOTS OR OTHER DEBRIS.

4. SOD SHALL BE MACHINE STRIPPED AT A UNIFORM SOIL THICKNESS OF APPROXIMATELY ONE

INCH (PLUS OR MINUS 1/4-INCH). THE MEASUREMENT FOR THICKNESS SHALL EXCLUDE TOP

GROWTH AND THATCH, AND SHALL BE DETERMINED AT THE TIME OF CUTTING IN THE FIELD.

PRECAUTIONS SHALL BE TAKEN TO PREVENT DRYING AND HEATING. SOD DAMAGED BY HEAT

AND DRY CONDITIONS, AND SOT CUT MORE THAN 18 HOURS BEFORE BEING INCORPORATED

INTO THE WORK SHALL NOT BE USED.

5. HANDLING OF SOD SHALL BE DONE IN A MANNER THAT WILL PREVENT TEARING, BREAKING,

DRYING AND OTHER DAMAGE. PROTECT EXPOSED ROOTS FROM DEHYDRATION. DO NOT

DELIVER MORE SOD THAN CAN BE LAID WITHIN 24 HOURS.

6. MOISTEN PREPARED SURFACE IMMEDIATELY PRIOR TO LAYING SOD. WATER THOROUGHLY

AND ALLOW SURFACE TO DRY BEFORE INSTALLING SOD, FERTILIZE, HARROW OR RAKE

FERTILIZER IN THE TIP 1-1/2-INCHES OR TOPSOIL, AT A UNIFORM RATE.

7. FERTILIZER SHALL BE 20-10-5 COMMERCIAL FERTILIZER OF THE GRADE, TYPE, AND FORM

SPECIFIED AND SHALL COMPLY WITH THE RULES OF THE STATE DEPT. OF AGRICULTURE.

FERTILIZER SHALL BE IDENTIFIED ACCORDING TO THE PERCENT N,P,K IN THAT ORDER.

8. SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING. DURING THE

FIRST WEEK AFTER PLANTING, WATER DAILY OR MORE FREQUENTLY AS NECESSARY TO

MAINTAIN MOIST SOIL TO A MINIMUM DEPTH OF FOUR INCHES.

9. ALL PLANTING BEDS WILL BE PREPARED WITH POLYPROPYLENE LANDSCAPE FABRIC BEFORE

PLANT MATERIAL IS INSTALLED. ROCK MULCH TO BE PLACED OVER POLYPROPYLENE

LANDSCAPE FABRIC AT A DEPTH OF 2" - 4".

10. LANDSCAPE FABRIC SHOULD BE INSTALLED FLAT WITH ALL “FOLDS” EITHER PINNED DOWN

WITH 4" LANDSCAPE PINS, OVERLAP ADJOINING SHEETS A MINIMUM OF 2”. 4" STEEL

LANDSCAPE STAPLES TO BE USED TO PIN DOWN THE CORNERS BEFORE ROCK MULCH IS

INSTALLED.

11. CONTRACTOR SHALL PROVIDE FULL MAINTENANCE FOR NEWLY LANDSCAPED AREAS FOR A

PERIOD OF 30 DAYS AFTER THE DATE OF FINAL ACCEPTANCE. AT THE END OF THE

MAINTENANCE PERIOD, A HEALTHY, WELL-ROOTED, EVE-COLORED, VIABLE TURF AND

LANDSCAPED AREA MUST BE ESTABLISHED. THE LANDSCAPED AREAS SHALL BE FREE OF

WEEDS, OPEN JOINTS, BARE AREAS AND SURFACE IRREGULARITIES.

Root Correction Detail - Balled & Burlapped

7101 College Blvd., Suite 400Overland Park, Kansas 66210

p. (913) 663-1900 f. (913) 663-1633BHC RHODES is a trademark of Brungardt Honomichl & Company, P.A.

Deciduous & Evergreen Tree PlantingCITY DETAIL

Shrub Planting Detail-CITY DETAIL

Groundcover Layout

Steel Landscape Edging

----

LANDSCAPE DETAILS

NAB

Description: Date:No.

p r o j e c tn u m b e r

d r a w i n gi s s u a n c e

d r a w i n gr e v i s i o n s

p r o j e c tt i t l e

p r o f e s s i o n a ls e a l

d r a w i n gt i t l e

d r a w i n gn u m b e r

H.C. KLOVER ARCHITECT©

1095

5 LO

WE

LL A

VE

NU

E, S

UIT

E 7

00 •

OV

ER

LAN

D P

AR

K, K

S 6

6210

ph

: 913

.649

.818

1 •

fx: 9

13.6

49.1

275

• w

ww

.klo

ver.

net

Developments, LLC

cft

2017

17045.002

BID SET 06.29.2017

CFT

DEV

ELO

PMEN

TS LL

CE.1

44th

Ave

. and

Gra

nt St

.Th

ornt

on, C

O 80

023