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(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

(13)EC

(1)AH

(3)PD

(10)PS

(5)JD

(5)LL

(4)AH

(62)LL

(1)AB

(5)JS

(5)EC

(31)LL

(8)EC

(5)JD

(14)JD

(8)JS

(3)PD

(4)NW

(1)AB

(1)PC

(5)EC

(4)NW

(1)AB

(7)PD

(7)JS

(7)PA

(6)PD

(7)JS

(1)AB

(16)NW

(1)AB

(1)PC

(7)JS

(4)EC

(1)PC

(11)NW

(6)JS

(1)AB

(9)PD

(5)JW

(15)PS

(21)JD

(7)PD

(6)JS

(14)JD

(1)AB

(9)PS

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

PC 3 Pinus cembra / Swiss Stone Pine B & B 6` HT 3

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

AH 1 Acer tataricum `Hot Wings` / Hot Wings Tatarian Maple B & B 2"Cal 1

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

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

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

NW 6 Nepeta x faassenii `Walkers Low` / Walkers Low Catmint 1 gal 12"-18" H .40

PA 9 Perovskia atriplicifolia / Russian Sage 1 gal 12"-18" H .45

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

PS 6 Philadelphus x `Snowbell` / Snowbell Mock Orange 5 gal 2` height .60

PD 8 Physocarpus opulifolius `Diablo` / Diablo Ninebark 5 gal 2` height .80

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

EC 10 Euonymus fortunei `Colorata` / Purple-leaf Winter Creeper 1 gal 2` height 1

JS 47 Juniperus sabina `Scandia` / Scandia Juniper 5 gal 2` height 4.7

JW 10 Juniperus scopulorum 'Woodward' / Woodward columnar juniper 5 gal 2` height 1

TE TOTAL

14.95

PLANT SCHEDULE CFT

MULCH QTY BOTANICAL NAME / COMMON NAME SIZE DEPTH

32 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

LANDSCAPING NOTES

1. EXISTING SOIL SHALL BE AMENDED AT A RATE

OF FOUR (4) CUBIC YARDS OF ORGANIC

AMENDMENT PER 1,000 SQUARE FEET, DISKED

OR TILLED INTO THE SOIL AT A DEPTH OF NOT

LESS THAN SIX INCHES.

2. ALL DISTURBED AREAS SHALL BE SODDED WITH

TURF-TYPE TALL FESCUE SOD WITH A MINIMUM

OF THREE CULTIVARS.

3. ALL LANDSCAPED AREAS SHALL RECEIVE A

MINIMUM 6-INCH DEPTH OF TOPSOIL

COMPACTED TO 85% DENSITY AT OPTIMUM

MOISTURE CONTENT.

4. THE ENTIRE SURFACE TO BE LANDSCAPED

SHOULD BE REASONABLE SMOOTH AND FREE

FROM STONES, ROOTS OR OTHER DEBRIS.

5. 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.

6. 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.

7. 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.

8. 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.

9. 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.

10. 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".

11. 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.

12. 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.

13. LANDSCAPE CONTRACTOR SHALL PROVIDE

ROCK MULCH SAMPLE TO OWNER FOR

APPROVAL.

14. DESIGN SHOWN IS CONCEPTUAL. ACTUAL

DESIGN WILL BE DETERMINED AT THE TIME OF

THE DEVELOPMENT PERMIT.

15. LANDSCAPING WILL BE DESIGNED TO MEET THE

CITY CODE WATER-WISE PRINCIPLES.

16. PARKING LOT ISLAND SQUARE FOOTAGE IS A

MINIMUM 10% OF THE PARKING STALL SQUARE

FOOTAGE.

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.

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY:

ISSUE DATE:

REVISIONS:

All ideas, designs, arrangement and plans indicated orrepresented by this drawing are the property of Panda ExpressInc. and were created for use on this specific project. None ofthese ideas, designs, arrangements or plans may be used by ordisclosed to any person, firm, or corporation without the written

permission of Panda Express Inc.

1683 Walnut Grove Ave.Rosemead, California 1770

Telephone: 626.799.9898Facsimile: 626.372.8288

PANDA RESTAURANT GROUP INC.

ARCHITECT:

10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210

ph: 913.649.8181 • fx: 913.649.1275

ENGINEERLICENSE #

PERMIT SUBMITTAL 06.09.171ST

PANDA EXPRESSE. 144th AVENUE and GRANT STREET

THORNTON, CO 80023

S8-17-D534717044.002

TRUE WARM & WELCOME 2200

PE

RM

IT

R

ES

UB

MIT

TA

L 02.23.18

PERMIT RESUBMITTAL 01.17.182ND

PERMIT RESUBMITTAL 02.23.183RD

CONSTRUCTION SET 04.30.184TH

No.

53214

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L1.0

CFT LANDSCAPE PLAN

7

CITY COMMENTS 06.26.187

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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.

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY:

ISSUE DATE:

REVISIONS:

All ideas, designs, arrangement and plans indicated orrepresented by this drawing are the property of Panda ExpressInc. and were created for use on this specific project. None ofthese ideas, designs, arrangements or plans may be used by ordisclosed to any person, firm, or corporation without the written

permission of Panda Express Inc.

1683 Walnut Grove Ave.Rosemead, California 1770

Telephone: 626.799.9898Facsimile: 626.372.8288

PANDA RESTAURANT GROUP INC.

ARCHITECT:

10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210

ph: 913.649.8181 • fx: 913.649.1275

ENGINEERLICENSE #

PERMIT SUBMITTAL 06.09.171ST

PANDA EXPRESSE. 144th AVENUE and GRANT STREET

THORNTON, CO 80023

S8-17-D5347

17044.002

TRUE WARM & WELCOME 2200

PE

RM

IT

R

ES

UB

MIT

TA

L 0

2.2

3.1

8

PERMIT RESUBMITTAL 01.17.182ND

PERMIT RESUBMITTAL 02.23.183RD

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 (RE: 029-C8.4)

PROPERTY LINE

ADA ACCESSIBLE ROUTE

DISTURBED AREA (APPROX 2.39 ACRES)

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 SERVICE LINE

PROPOSED STORM SEWER

PROPOSED GAS SERVICE LINE

PROPOSED UNDERGROUND ELECTRIC

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 3" GAS SERVICE LINE. XCEL ENERGY IN

PROCESS OF DESIGN AND WILL BE

RESPONSIBLE FOR CONSTRUCTION.

08 1

1

2

" TYPE "K" COPPER FOR DOMESTIC WATER

SERVICE LINE. ONE CONTINUOUS PIECE.

09 EXISTING SANITARY MANHOLE.

10 ADA PARKING

11 ELECTRIC SERVICE CONNECTION. XCEL

ENGERGY IN PROCESS OF FINAL DESIGN

12 PROPOSED TRANSFORMER PAD LOCATION.

CONTRACTOR TO CONFIRM DESIGN WITH

ELECTRIC UTILITY.

13 GREASE INTERCEPTOR.1000 GAL

14 CROSSWALK AREA TO BE COLORED AND

TEXTURED TO MATCH EXISTING CROSSWALKS

AT 144TH AND WASHINGTON DEVELOPMENT

15 DRIVE THRU CLEARANCE BAR. SEE

SHEET A-405

16 PROPOSED FIRE HYDRANT

17 DIRECTION ARROW PAVEMENT MARKINGS.

SEE DETAIL 014 ON SHEET C8.1

18 EXISTING LIGHT POLE DO NOT DISTURB.

19 PROPOSED MONUMENT SIGN

20 INSTALL 4' X 6' CURB/AREA INLET

22 INSTALL 15" HDPE STORM PIPE

23 INSTALL 18" RCP STORM PIPE

24 INSTALL 15" RCP STORM PIPE

25 INSTALL 6" HDPE STORM PIPE FOR ROOF

DRAIN CONNECTIONS

26 CONNECT EXISTING 15" STORM PIPE TO

PROPOSED 4' MANHOLE.

27 INSTALL "DO NOT ENTER SIGN" (SEE

ARCH FOR SIGN DETAILS)

28 INSTALL STOP SIGN

29 INSTALL "NO PARKING FIRE LANE" SIGN

(SEE C8.4-031)

30 SIDEWALK/CURB SHALL BE POURED INTEGRAL.

(SEE C8.4-30)

(NOT TO SCALE)

N

BUILDING SETBACKSFRONT: 25'

SIDE: 0' OR 15'

PARKING: 25'

SEE CONSTRUCTION DETAILS - SHEET

C8.1-C8.4

001 ACCESSIBLE SIDEWALK AT BUILDING

PATIO

002 COMMERCIAL HMA PAVEMENT

003 MEDIUM DUTY CONCRETE PAVEMENT

004 TYPE "A" SIDEWALK RAMP (ADA

COMPLIANT)

005 (ADA) ACCESSIBLE PARKING STRIPING

006 (ADA) ACCESSIBLE PARKING SIGNAGE

007 CONCRETE SIDEWALK SECTION

008 PARKING BLOCK.

009 ROOF DRAIN CONNECTIONS.

010 NOT USED

011 NOT USED

014 DIRECTIONAL ARROWS

015 THICKENED EDGE

026 CLEANOUT

029 CURB AND GUTTER

031 NO PARKING FIRE LANE SIGN

032 TYPE II SIDEWALK RAMP

DETAILS

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

C1.0

SITE PLAN

JDO

SPILL CURB & GUTTER (RE: 029-C8.4)

No.

53214

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02/23/2018

RELEASED Crystal CarlowFOR CONSTRUCTION

City of Thornton Dev. Eng.

These plans were reviewed for

compliance with City Codes, Engineer

of record is responsible for adequacy

of design and ensuring that

improvements meet all City Codes

02/26/16

Nate Hatleback

03/23/2018

new property line.

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

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1.01 9.72

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1.02 10.8

1"

18.61.03

1"

12.11.04

1"

8.75 1.05

1"

2.01 13.0

1"

2.02 9.60

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"

2.03 15.3

1"

2.04 11.7

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SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

Hunter MP1000 PROS-06-PRS40-CV 37 25

Shrub Rotator, 6" (15.24 cm) pop-up with check valve, pressure

regulated to 40 psi (2.76 bar), MP Rotator nozzle. M=Maroon

adj arc 90 to 210, L=Light Blue 210 to 270 arc, O=Olive 360 arc

on PRS40 body.

Hunter MP2000 PROS-06-PRS40-CV 34 30

Shrub Rotator, 6" (15.24 cm) pop-up with factory installed check

valve, pressure regulated to 40 psi (2.76 bar), MP Rotator

nozzle. K=Black adj arc 90-210, G=Green adj arc 210-270,

R=Red 360 arc on PRS40 body.

Hunter MP800SR PROS-06-PRS40-CV 119 30

Shrub Rotator, 6.0" pop-up with check valve, pressure regulated

to 40 psi (2.76 bar), MP Rotator nozzle on PRS40 body. OR =

Orange adj arc 90 to 210.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Hunter ICZ-101-25 1" 3

Drip Control Zone Kit. 1" ICV Globe Valve with 1" HY100 filter

system. Pressure Regulation: 25psi. Flow Range: 2 GPM to 20

GPM. 150 mesh stainless steel screen.

Area to Receive Dripline

Hunter PLD-04-18 (18) 12,850 s.f.

In-Line Pressure Compensating Landscape Dripline with Built-In

Check Valve. 0.4GPH emitters at 18.0" O.C. Dripline laterals

spaced at 18.0" apart, with emitters offset for triangular pattern.

UV Resistant. Specify PLD-LOC or barbed fittings.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Hunter PGV-100G 1" 4

1" Plastic Electric Remote Control Valve, for Residential/Light

Commercial Use. Female NPT Inlet/Outlet. Globe

Configuration, No Flow Control.

Hunter PGV-151 Globe 1-1/2" 2

1-1/2" Plastic Electric Remote Control Valve, for

Residential/Light Commercial Use. Female NPT Inlet/Outlet,

With Flow Control. Globe Configuration.

Matco-Norca 514C 1

1/2"-4" Brass Gate Valve, Full Port, with Solid Wedge. C x C.

Wheel Handle. Same size as mainline pipe.

Hunter ICV-G 1-1/2" 1

1", 1-1/2", 2", and 3" Plastic Electric Master Valve, Globe

Configuration, with NPT Threaded Inlet/Outlet, for

Commercial/Municipal Use.

Hunter ICV-G 1-1/2" 1

1", 1-1/2", 2", and 3" Plastic Electric Master Valve, Globe

Configuration, with NPT Threaded Inlet/Outlet, for

Commercial/Municipal Use.

Febco 860 1-1/2" 1

Reduced Pressure Backflow Preventer

Febco 860 1-1/2" 1

Reduced Pressure Backflow Preventer

Hunter WR-CLIK 2

Rain Sensor, install within 1000 ft of controller, in line of sight.

22-28 VAC/VDC 100 mA power from timer transformer. Mount

as noted.

Water Meter 1" 1

Point of Connection 1" 1

Irrigation Lateral Line: PVC Class 200 SDR 21 1" 3,309 l.f.

Irrigation Lateral Line: PVC Class 200 SDR 21 1 1/2" 8.4 l.f.

Irrigation Mainline: PVC Class 200 SDR 21 1 1/2" 922.2 l.f.

Pipe Sleeve: PVC Schedule 40 2" 340.4 l.f.

Pipe Sleeve: PVC Schedule 40 4" 160.3 l.f.

Pipe Sleeve: PVC Schedule 40 6" 6.0 l.f.

RS

IRRIGATION SCHEDULE

NUMBER MODEL SIZE TYPE GPM DESIGN PSI PSI PSI @ POC PRECIP

1.01 Hunter PGV-100G 1" Shrub Rotary 9.72 30 32.59 0.59 in/h

1.02 Hunter PGV-151 Globe 1-1/2" Shrub Rotary 10.79 30 33.39 0.29 in/h

1.03 Hunter ICZ-101-25 1" Area for Dripline 18.57 20 52.72 0.30 in/h

1.04 Hunter PGV-100G 1" Shrub Rotary 12.11 25 27.71 0.48 in/h

1.05 Hunter PGV-100G 1" Shrub Rotary 8.75 30 32.39 0.45 in/h

2.01 Hunter PGV-100G 1" Shrub Rotary 13.00 30 32.95 0.90 in/h

2.02 Hunter ICZ-101-25 1" Area for Dripline 9.60 20 34.77 0.30 in/h

2.03 Hunter PGV-151 Globe 1-1/2" Shrub Rotary 15.32 30 33.94 0.35 in/h

2.04 Hunter ICZ-101-25 1" Area for Dripline 11.67 20 39.19 0.30 in/h

VALVE SCHEDULE

NUMBER MODEL TYPE PRECIP SUN MON TUE WED THU FRI SAT IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY

1.01 Hunter PGV-100G Shrub Rotary 0.59 in/h 16 min 16 min 16 min 16 min 16 min 16 min 16 min 1.05 106 1,030 147.1

1.02 Hunter PGV-151 Globe Shrub Rotary 0.29 in/h 31 min 31 min 31 min 31 min 31 min 31 min 31 min 1.05 214 2,310 330.0

1.03 Hunter ICZ-101-25 Area for Dripline 0.30 in/h 36 min 36 min 36 min 36 min 0.70 141 2,618 654.4

1.04 Hunter PGV-100G Shrub Rotary 0.48 in/h 19 min 19 min 19 min 19 min 19 min 19 min 19 min 1.05 132 1,599 228.4

1.05 Hunter PGV-100G Shrub Rotary 0.45 in/h 20 min 20 min 20 min 20 min 20 min 20 min 20 min 1.05 140 1,226 175.1

2.01 Hunter PGV-100G Shrub Rotary 0.90 in/h 11 min 11 min 11 min 11 min 11 min 11 min 11 min 1.05 71 923.1 131.9

2.02 Hunter ICZ-101-25 Area for Dripline 0.30 in/h 36 min 36 min 36 min 36 min 0.70 141 1,354 338.5

2.03 Hunter PGV-151 Globe Shrub Rotary 0.35 in/h 26 min 26 min 26 min 26 min 26 min 26 min 26 min 1.05 182 2,787 398.2

2.04 Hunter ICZ-101-25 Area for Dripline 0.30 in/h 36 min 36 min 36 min 36 min 0.70 141 1,645 411.3

TOTALS: 231 123 231 123 231 123 231 1,268 15,491 2,815

WATERING SCHEDULE

CRITICAL ANALYSIS

Generated: 2018-06-22 12:07

P.O.C. NUMBER: 01

Water Source Information:

FLOW AVAILABLE

Point of Connection Size: 1"

Flow Available: 20.24 gpm

PRESSURE AVAILABLE

Static Pressure at POC: 78.00 psi

Pressure Available: 78.00 psi

DESIGN ANALYSIS

Maximum Station Flow: 18.57 gpm

Flow Available at POC: 20.24 gpm

Residual Flow Available: 1.67 gpm

Critical Station: 1.03

Design Pressure: 20.00 psi

Friction Loss: 0.41 psi

Fittings Loss: 0.04 psi

Elevation Loss: 0.00 psi

Loss through Valve: 32.27 psi

Pressure Req. at Critical Station: 52.73 psi

Loss for Fittings: 0.09 psi

Loss for Main Line: 0.93 psi

Loss for POC to Valve Elevation: 0.00 psi

Loss for Backflow: 11.77 psi

Loss for Master Valve: 1.50 psi

Critical Station Pressure at POC: 67.02 psi

Pressure Available: 78.00 psi

Residual Pressure Available: 10.98 psi

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.

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY:

ISSUE DATE:

REVISIONS:

All ideas, designs, arrangement and plans indicated orrepresented by this drawing are the property of Panda ExpressInc. and were created for use on this specific project. None ofthese ideas, designs, arrangements or plans may be used by ordisclosed to any person, firm, or corporation without the written

permission of Panda Express Inc.

1683 Walnut Grove Ave.Rosemead, California 1770

Telephone: 626.799.9898Facsimile: 626.372.8288

PANDA RESTAURANT GROUP INC.

ARCHITECT:

10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210

ph: 913.649.8181 • fx: 913.649.1275

ENGINEERLICENSE #

PERMIT SUBMITTAL 06.09.171ST

PANDA EXPRESSE. 144th AVENUE and GRANT STREET

THORNTON, CO 80023

S8-17-D5347

17044.002

TRUE WARM & WELCOME 2200

PE

RM

IT

R

ES

UB

MIT

TA

L 0

2.2

3.1

8

PERMIT RESUBMITTAL 01.17.182ND

PERMIT RESUBMITTAL 02.23.183RD

CONSTRUCTION SET 04.30.184TH

No.

53214

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CITY COMMENTS / DD3 11.06.174

L2.1

IRRIGATION PLAN

NAB

4 ENTIRE PAGE REVISED

CITY COMMENTS 01.26.185

5

IRRIGATION NOTES

02

04

04

06

NOTES

Irrigation to be

completed during

Phase 2 with

tenant finish.

01

04

7

CITY COMMENTS 06.26.187

APPROVED

07/27/2018