panda express - broomfield

PANDA EXPRESS

OT2OC1OT1

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VICINITY MAP

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GENERAL NOTES

1 COVER SHEET

5 EXTERIOR ELEVATIONS

2 SITE PLAN3 GRADING PLAN4 LANDSCAPE PLAN

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SITE DATA

BUILDING DEPARTMENT

FIRE DEPARTMENT

WATER GAS

ELECTRIC

TELEPHONE COMPANY

PLANNING/ZONING

SEWER

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JURISDICTIONAL AUTHORITIES AND UTILITIES

JOSH OLHAVABROOMFIELD PLANNING DEPT.ONE DESCOMBES DR.BROOMFIELD, CO 80020T: 303.438.6284

PUBLIC WORKS

HEALTH DEPARTMENT

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TEAM DIRECTORY

7 TRASH ENCLOSURE DETAILS

NPANDA EXPRESSPROPOSED

HIGHLANDS FILING NO. 1, REPLAT E, LOT 6(PANDA EXPRESS)

URBAN RENEWAL SITE PLAN / USE BY SPECIAL REVIEW

DEVELOPER

OWNER ARCHITECT CIVIL & LANDSCAPE

MECHANICAL, PLUMBING, ELECTRICAL

STRUCTURAL

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY: HB

ISSUE DATE:

REVISIONS:

All ideas, designs, arrangement and plans indicated orrepresented by this drawing are the property of Panda

Express Inc. and were created for use on this specific project.None of these ideas, designs, arrangements or plans may be

used by or disclosed to any person, firm, or corporationwithout the written permission of Panda Express Inc.

1683 Walnut Grove Ave.Rosemead, California

91770Telephone: 626.799.9898Facsimile: 626.372.8288

PANDA EXPRESS, INC.

S8-19-D6138

18044.003

TRUE WARM & WELCOME 2200

SITE DEVELOPMENT PLAN 04-23-181ST

ARCHITECT:

10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210

ph: 913.649.8181 • fx: 913.649.1275

SDP RESUBMITTAL 06-06-182NDSDP RESUBMITTAL 09-07-183RD

HIGHLANDS FILING NO. 1 REPLAT E, LOT 6(PANDA EXPRESS)

URBAN RENEWAL SITE PLAN /USE BY SPECIAL REVIEW

SDP RESUBMITTAL 11-09-184TH

TIM PATEBUILDING DIVISIONONE DESCOMBES DR.BROOMFIELD, CO 80020T: 303.438.6284

RUSS APPLEHANSBROOMFIELD ENGINEERINGONE DESCOMBES DR.BROOMFIELD, CO 80020T: 303.438.6380

XCEL [email protected]: 800.628.2121

CENTURY LINK14456 DELAWARE ST. SUITE 200WESTMINSTER, CO 80020T: 303.457.1881

XCEL [email protected]: 800.628.2121



DAVID WALLERNORTH METRO FIRE RESCUE101 SPADER WAYBROOMFIELD, CO 80020T: 303.452.9910

DAN COLLINSBROOMFIELD HEALTH & HUMAN SERVICES6 GARDEN CENTERBROOMFIELD, CO 80020T: 720.887.2220

RYAN AMOTOEVT 7TH & SHERIDAN, LLCc/o EISENBERG COMPANY2710 E. CAMELBACK RD. SUITE 210PHOENIX, AZ 85016T: 602.468.6100

BEN NOEMFEC7780 W. 119TH STREETOVERLAND PARK, KS 66213T: 913.322.1400

STEVE BLEVINSPANDA EXPRESS, INC.1683 WALNUT GROVE AVE,ROSEMEAD, CA 91770T: 626.799.9898 / 602.921.6385

HENRY KLOVERHC KLOVER ARCHITECT10955 LOWELL AVE. SUITE 700OVERLAND PARK, KS 66210T: 913.649.8181

KIM FAISTBRITT, PETERS & ASSOCIATES101 FALLS PARK DR. SUITE 601GREENVILLE, SC 29601T: 864.271.8869

JAY O'DELLBHC RHODES7101 COLLEGE BLVD. SUITE 400OVERLAND PARK, KS 66210T: 913.663.1900

6 SITE PERSPECTIVES

HIGHWAY 7

SHER

IDAN

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RESTAURANT AREA 2,265 S.F.

EMPLOYEES 3 EMPLOYEES / SHIFT(2 SHIFTS PER DAY)

INDOOR SEATING 42OUTDOOR SEATING 12

PANDA EXPRESS

8 SITE PHOTOMETRIC PLAN9 SIGNAGE DETAILS

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COVER SHEET

HB

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W. 169TH AVE.

PROJECT INTENT: THE NEW CONSTRUCTION OF A 2,265 SQ. FT. FAST FOOD RESTAURANT WITH A DRIVE-THRU,ON COMPACTED AND FINISHED PAD WITH UTILITIES AT THE PROPERTY AS PROVIDED BY THE DEVELOPER. SITE DATA

SITE AREA : 35,590 SQ FT (± 0.82 ACRES)TOTAL DISTURBED AREA (APPROX) : 35,590 SQ FT (± 0.82 ACRES)TOTAL PRE-DEVELOPMENT

IMPERVIOUS AREA: 0 SQ FT (0%) PERVIOUS AREA: 35,590 SQ FT (100%)TOTAL POST-DEVELOPMENT

IMPERVIOUS AREA (BUILDING): 2,265 SQ. FT. (06.4%)IMPERVIOUS AREA (SIDEWALK): 6,004 SQ. FT. (16.9%)IMPERVIOUS AREA (PARKING): 8,230 SQ. FT. (23.1%)IMPERVIOUS AREA (DRIVES): 9,276 SQ. FT. (26.0%)PERVIOUS AREA: 9,815 SQ. FT. (27.6%)

PARKING DATACITY REQUIREMENTS- RESTAURANT

- 1 PER 150 SQ FT OF FLOOR AREA(PROPOSED BUILDING 2,265 SQ FT)

STANDARD STALLS REQUIRED 15STANDARD STALLS PROVIDED 33ADA ACCESSIBLE STALLS REQUIRED 2 (1 VAN)ADA ACCESSIBLE STALLS PROVIDED 2 (1 VAN)TOTAL STALLS PROVIDED 35

MINIMUM SETBACKSFRONT: 75' FROM ROWSIDE: 20' FROM PROPERTY LINEBACK: 30' FROM PROPERTY LINE

FLOOR AREA RATIO:REQUIRED: 40% MAX.PROVIDED: 6%

MAXIMUM BUILDING HEIGHT:REQUIRED: 40'-0" MAX.PROVIDED: 23'-6"

SITE DESCRIPTIONLOT 6 OF HIGHLANDS - FILING NO. 1, REPLAT E, A SUBDIVISION IN THE CITY OF BROOMFIELD, COLORADO.

PARCEL NUMBER146733414006

ZONINGPUD, OVERLAY: URBAN RENEWAL AREA

FLOOD NOTETHIS PROPERTY LIES IN ZONE "X" AND DOES NOT LOCATE WITHIN ANY PRESENTLY ESTABLISHED 100-YEAR FLOOD PLAIN, AS SHOWN BY THE FEDERALEMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP FOR BROOMFIELD COUNTY OF BROOMFIELD, CO COMMUNITY PANEL NUMBER 0850730025F

BASIS OF BEARINGCOLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE (501) (NAD 83/92); MODIFIED STATE PLANE BEARING BETWEEN CITY AND COUNTY OFBROOMFIELD GPS CONTROL POINTS "LUCY" AND "GPS NO. 4" BEING S50°56'38"W TO MATCH HIGLANDS FILING NO 1 PLAT. REFERENCE ALTA SURVEYPREPARED BY HURST AND ASSOCIATES, INC.

PROJECT BENCHMARKNW COLORADO 2" ALUMINUM CAP LS 18475 ELEV: 5288.73 (NAVD 88)

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SHEET INDEX

VARIANCES

BMC OR PUD REQUIREMENT REQUESTED VARIANCE LOCATION ONSITE PLAN JUSTIFICATION

CHAPTER 17-44OF MUNICIPAL CODE

1.5 SQ. FT. OF WALL SIGN IS ALLOWED PERLINEAL FOOT OF BUILDING FRONTAGE, FORA MAXIMUM OF 300 SQ. FT. BASED ON SIZE

OF PANDA EXPRESS BUILDING, WALLSIGNAGE IS NOT TO EXCEED 90 SQ. FT.

A TOTAL AREA OF 152.82 SQ. FT. ISREQUESTED FOR THE WALL SIGNS.

SHEET 9 OF 9SIGNAGE DETAILS

THE PROPOSED SIGNAGE ADHERES TO THE PANDA EXPRESS NATIONWIDEBRAND, WHICH IS ESSENTIAL FOR IDENTIFICATION AND RECOGNITION. ALL

BUILDING SIGNS ARE CRITICAL FOR BUSINESS VISIBILITY AND CUSTOMER WAYFINDING. THE SIGN FACING HIGHWAY 7 IS NECESSARY FOR VEHICULAR

TRAFFIC TO IDENTIFY THE BUILDING. THE SIGN ON THE EAST ELEVATION ISCRUCIAL FOR WAY FINDING AS IT IS OVER THE FRONT DOOR AND DIRECTS

CUSTOMERS TO THE ENTRANCE, AND THE SIGN AT THE DRIVE-THRU WINDOWDIRECTS CUSTOMERS TO THE DRIVE-THRU. THE SIGN ON THE REAR

ELEVATION IS CRITICAL, AS IT WOULD BE THE ONLY VISIBLE SIGN ANDIDENTIFICATION AS SEEN FROM THE REST OF THE DEVELOPMENT. WEBELIEVE THE SIGNAGE IS NOT OVERPOWERING, PRESENTED AS SIMPLE

SHAPES AND A SMALL NUMBER OF PRIMARY COLORS. THE CIRCULAR SHAPEDOES NOT SPREAD ACROSS THE ELEVATION, WITH A MINIMAL PRESENCE.

PLANNING AND ZONING COMMISSION CERTIFICATE

This Site Development Plan and URSP is recommended for approval by the City and Countyof Broomfield Planning and Zoning Commission this _____ day of _______________, 20___.

___________________________ ________________________Chairman Secretary

CITY COUNCIL CERTIFICATE

This Site Development Plan is recommended for approval by the City Council of the Cityand County of Broomfield, Colorado, on this _____ day of _______________, 20___.

___________________________ ________________________Mayor City Clerk

URBAN RENEWAL AUTHORITY CERTIFICATE

This Urban Renewal Site Plan is hereby approved by the Broomfield Urban Renewal Authorityon this _____ day of _______________, 20___.

___________________________ ________________________Chairman Secretary

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CERTIFICATION BLOCKS

LEGAL DESCRIPTION AND OWNER CERTIFICATE

By these presents, the undersigned, being the owners of Lot 6 of Highlands Filing No. 1 Replat E.

Containing 35,590 total square feet, more or less.

EVT 7th & Sheridan, LLC, an Arizona Limited Liability Company

______________________________________________By:As:

ACKNOWLEDGEMENT:STATE OF ARIZONA )

) ss.COUNTY OF ____________________ )

The foregoing instrument was acknowledged before me by ______________________________ as____________________________ of EVT 7th & Sheridan, LLC, this _____ day of_______________, 20____.

Witness my hand and official seal.

___________________________Notary Public

My commission expires _________________

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DEVELOPMENT TABLES

HORIZONTAL DATUMCOLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE (501) (NAD 83/92); MODIFIED STATE PLANE BEARING BETWEEN CITY AND COUNTY OFBROOMFIELD GPS CONTROL POINTS "LUCY" AND "GPS NO. 4" BEING S50°56'38"W TO MATCH HIGLANDS FILING NO 1 PLAT. REFERENCE ALTA SURVEYPREPARED BY HURST AND ASSOCIATES, INC.

NOTE: PER THE MASTER DECLARATION, THE OWNER, BEING EISENBERG COMPANY, SHALL OPERATE AND MAINTAIN THE COMMON AREALOCATED ON ITS PARCEL IN FIRST CLASS CONDITION. MAINTENANCE OF THE COMMON AREA SHALL INCLUDE MAINTAINING ANDREPAIRING ALL SIDEWALKS, PARKING AND ROADWAY SURFACE, REMOVING DEBRIS, MAINTAINING LIGHTING AND SIGNS, AND MAINTAININGLANDSCAPING AND ROW FRONTAGE.

PALIS

ADE

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CHILDREN'SHOSPITAL

COLORADO

SUMMARY OWNERSHIP AND MAINTENANCE

PROPERTY OWNERSHIP MAINTENANCE

LOT 6 PRIVATE PRIVATE

STANDARD PLAN NOTES1. THIS URBAN RENEWAL SITE PLAN MAY BE REVOKED BY THE BROOMFIELD CITY COUNCIL IF BUILDING PERMITS ARE NOT ISSUED TO THE OWNER BY THE

CITY AND COUNTY OF BROOMFIELD WITHIN THREE YEARS FROM THE DATE OF APPROVAL OF THIS URBAN RENEWAL SITE PLAN BY THE CITY COUNCIL.

2. ANY ELEMENT OF THE CONSTRUCTION, LOCATION, DESIGN, USE OR OPERATION OF LAND OR BUILDING NOT SPECIFICALLY SHOWN ON THE APPROVEDSITE DEVELOPMENT PLAN IN GRAPHIC OR WRITTEN FORM SHALL CONFORM TO THE REQUIREMENTS OF THE HIGHLANDS SITE DEVELOPMENT PLANAND URBAN RENEWAL SITE PLAN AND THEN THE BROOMFIELD MUNICIPAL CODE PUD ZONE DISTRICT.

3. THE COLORADO OIL AND GAS CONSERVATION COMMISSION ONLINE RECORDS DO NOT DISCLOSE, AS OF THE DATE OF APPROVAL OF THIS SITEDEVELOPMENT PLAN, ANY PLUGGED OR ABANDONED OIL AND GAS WELLS, PRODUCTION SITES, OR ANY FORMER OIL AND GAS PRODUCTION SITESLOCATED WITHIN THE BOUNDARIES OF THE SDP OR WITHIN 200 FEET OF SUCH BOUNDARIES, PURSUANT TO BMC SECTION 17-38-160(F).

A. OR, IF THERE ARE PLUGGED OR ABANDONED WELLS WITHIN 200 FEET THE NOTE SHALL STATE, "THE OWNER SHALL DISCLOSE TO PROSPECTIVE PURCHASERS OF LOTS WITHIN A RADIUS OF 200 FEET OF THE PLUGGED AND ABANDONED WELL OF (1) THE LOCATION OFTHE PLUGGED AND ABANDONED WELL, (2) THE LOCATION OF THE MAINTENANCE AND WORKOVER EASEMENT, AND (3) THE PURPOSE FORTHE WELL MAINTENANCE AND WORKOVER EASEMENT.

4. ALL NECESSARY EASEMENTS SHALL BE DEDICATED BY THE OWNER.

5. THE PROPERTY OWNER IS RESPONSIBLE FOR ALL ON-SITE MAINTENANCE (INCLUDING INTERNAL PRIVATE DRIVES) AND FOR MAINTENANCE OF PUBLICRIGHT-OF-WAY LANDSCAPING AND PUBLIC WALKWAYS; INCLUDING SNOW REMOVAL ADJACENT TO THE PROPERTY.

6. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE FULLY AND PERMANENTLY SCREENED.

7. ROOFTOP PROJECTIONS SUCH AS PIPES AND VENTS SHALL BE PAINTED TO MATCH THE ROOF SURFACE COLOR.

8. THE AMOUNT OF SPACE PROVIDED FOR THE COLLECTION AND STORAGE OF RECYCLABLE MATERIALS IS AT LEAST AS LARGE AS THE AMOUNT OFSPACE PROVIDED FOR THE COLLECTION AND STORAGE OF REFUSE MATERIALS AND IS DESIGNED TO ACCOMMODATE COLLECTION AND STORAGECONTAINERS CONSISTENT WITH THE RECYCLABLE MATERIALS GENERATED.

9. ON-SITE SNOW STORAGE IS ADEQUATELY ACCOUNTED FOR.

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ST

N00° 44' 36"W

260.87'

S00° 44' 36"E

261.69'

S89° 15' 24"W

136.21'

N89° 35' 56"E

136.21'

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY:

ISSUE DATE:

REVISIONS:






PANDA EXPRESS, INC.


ARCHITECT:


ph: 913.649.8181 • fx: 913.649.1275

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.

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SITE DEVELOPMENT PLAN 04-23-181STSDP RESUBMITTAL 06-06-182NDSDP RESUBMITTAL 09-07-183RD

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LEGEND

001 CITY OF BROOMFIELD CONCRETE CURB AND GUTTER

002 CONCRETE PAVEMENT

003 ASPHALT PAVEMENT

004 TYPE "A" SIDEWALK RAMP (ADA COMPLIANT)

005 (ADA) ACCESSIBLE PARKING STRIPING

006 (ADA) ACCESSIBLE PARKING SIGNAGE

007 CONCRETE SIDEWALK SECTION

008 PEDESTRIAN PAVEMENT MARKINGS

009 NOT USED

010 DIRECTIONAL ARROW PAVEMENT MARKINGS

011 TYPE "B" SIDEWALK RAMP (ADA COMPLIANT)

012 WHEEL STOP

CONSTRUCTION NOTES

DETAILS

DRY CONCRETE CURB & GUTTER

PARKING STALL COUNT#

CONCRETE PAVEMENT

PROPERTY LINE

CONCRETE SIDEWALK

ADA ACCESSIBLE ROUTE

ASPHALT PAVEMENT, MED DUTY

2% MAX SLOPE IN ANY DIRECTION

WET CONCRETE CURB & GUTTER

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

VICINITY MAP

(NOT TO SCALE)

01 PARKING LOT STALL STRIPING (TYP.)

02 DUMPSTER SCREENING

03 LANDSCAPING AND PLANT MATERIALS

04 MENU BOARD

05 SPEAKER BOX

06 DRIVE THRU CLEARANCE BAR

07 "THANK YOU"/ "DO NOT ENTER" SIGN

08 CURB AND GUTTER

09 LIGHT POLES

10 BACK OF CURB ALONG DRIVE-THRU, ADJACENT TO BUILDING SHALL EXTEND BACK TO FOOTING

11 SIDEWALK AND CONNECTION TO PUBLIC SIDEWALK

12 PROPOSED RETAINING WALL (BY OTHERS). WALLS EXCEEDING 36" IN TOTAL HEIGHT REQUIRE A

PERMIT FROM THE BROOMFIELD BUILDING DIVISION.

13 MONUMENT SIGN (BY OTHERS)

14 SCREEN WALL

15 PANDA EXPRESS MONUMENT SIGN

16 PATIO SEATING AREA

17 BIKE RACK

TOWNSHIP 1N RANGE 68W

SECTIONS 33

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S H 7 / E BASELINE RD

W 169TH AVE

C R 7

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PROPOSED SITE

21.0'

4.0'

68.7'

4.0'

26.7'

25.0'

9.0'

19.0'

9.0'

8.0'

9.0'

20.0'

9.0'

19.0'

19.0'

9.0'

7.9'

40.0'

59.5'

77.2'

76.2'

15.0'

8.0'

6.5'

SH7 RIGHT-OF-WAY

2

SITE LAYOUT PLAN

MGG

LIMITS OF DISTURBANCE

65.0'

10.0'

15.0'

11.7'

37.5'

10.0'

3.2'

11/6/2018

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NYLOPLAST DUCTILE IRON

DO NOT POLLUTE DRAINS TO WATERWAYS

NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS

NYLOPLASTDUCTILE IRON

DO NOT POLLUTE DRAINS TO WATERW

AYS

NYLOPLASTDO NOT POLLUTE

DRAINS TO WATERW

AYS



NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYS

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GRADING NOTES

3

GRADING PLAN

MGG

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY:

ISSUE DATE:

REVISIONS:






PANDA EXPRESS, INC.


ARCHITECT:


ph: 913.649.8181 • fx: 913.649.1275



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LEGEND

PROPERTY LINE

EXISTING WATER MAIN

EXISTING UNDERGROUND ELECTRIC

EXISTING EASEMENT

EXISTING SANITARY SEWER MAIN

EXISTING STORM SEWER MAIN

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

SH7 RIGHT-OF-WAY

PROPOSED UNDERGROUND COMMUNICATION LINE

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

SPECIFICATIONS, LATEST EDITION AND THE GEOTECHNICAL REPORT. 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. EXISTING GRADES ARE FROM THE PROPOSED HIGHLANDS REPLAT E DEVELOPMENT PLANS BY KIMLEY

HORN CONSULTING GROUP DATED MARCH 21, 2018. THE CONTRACTOR SHALL FIELD VERIFY ALL GRADES

TYING INTO ROAD GRADES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS.

3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE HAULED OFF SITE AND DISPOSED

OF PROPERLY AND LEGALLY.

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

ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE CITY OF BROOMFIELD SPECIFICATIONS.

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

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

COMPACTED AND MOISTURE CONDITIONED.

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

THE GROUND SURFACE PRIOR TO THE PLACEMENT OF FILL MATERIALS. TOPSOIL SHALL BE STOCKPILED

FOR RE-DISTRIBUTION DURING LANDSCAPING OPERATIONS. FAILURE TO PROPERLY STOCKPILE TOPSOIL

WILL RESULT IN THE CONTRACTOR HAULING IN TOPSOIL AT NO ADDITIONAL COST TO THE OWNER.

8. CONTRACTOR SHALL OBTAIN THE ACCEPTANCE OF THE ON-SITE GEOTECHNICAL REPRESENTATIVE OR

SHALL SUBMIT SAMPLE TO REPRESENTATIVE FROM ENGINEERING FIRM WHICH PREPARED THE

GEOTECHNICAL REPORT FOR THE EXISTING GROUND SURFACE MATERIALS AND THE PROPOSED FILL

MATERIAL PRIOR TO THE PLACEMENT OF FILL.

9. ALL EXISTING AND PROPOSED CONTOURS ARE SHOWN AT 1 FOOT INTERVALS.

10. 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.

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

MINIMUM OF SIX (6) INCHES OF TOPSOIL.

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

BROOMFIELD SPECIFICATIONS.

13. 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 ARE CONSIDERED UNSATISFACTORY TO

THE ENGINEER AND 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.

14. FINISHED GRADES SHALL NOT BE STEEPER THAN 4:1.

15. 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.

16. ALL AREAS ALONG ACCESSIBLE ROUTE SHOWN ON THIS PAGE SHALL COMPLY WITH CURRENT ADA

STANDARDS.

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

18. 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.

19. THE CONTRACTOR SHALL OBTAIN A BROOMFIELD APPROVED 20-DAY WILDLIFE AND ENVIRONMENTAL

CLEARANCE LETTER AND STORMWATER MANAGEMENT PLAN (SWMP) PRIOR TO CONSTRUCTION.

20. RETAINING WALLS (BY OTHERS) EXCEEDING 36" IN TOTAL HEIGHT REQUIRE A PERMIT FROM THE

BROOMFIELD BUILDING DIVISION.

21. ALL STORM SEWER SYSTEMS ON SITE ARE PRIVATELY OWNED AND MAINTAINED.

HORIZONTAL DATUM

COLORADO STATE PLANE COORDINATE

SYSTEM, NORTH ZONE (501) (NAD 83/92);

MODIFIED STATE PLANE BEARING BETWEEN

CITY AND COUNTY OF BROOMFIELD GPS

CONTROL POINTS "LUCY" AND "GPS NO. 4"

BEING S50°56'38"W TO MATCH HIGHLANDS

FILING NO 1 PLAT. REFERENCE ALTA SURVEY

PREPARED BY HURST AND ASSOCIATES, INC.

NW COLORADO 2" ALUMINUM CAP LS

18475 ELEV: 5288.73 (NAVD 88)

PROJECT BENCHMARK

ADA ACCESSIBLE ROUTE

BUILDING SETBACK LINES

FINISH GRADE 5' CONTOURS

FINISH GRADE 1' CONTOURS

EXISTING GRADE 5' CONTOURS

EXISTING GRADE 1' CONTOURS

GRADE BREAK

PROPOSED RESULTANT PAVEMENT SLOPE

2% MAX SLOPE IN ANY DIRECTION

PROPOSED SWALE

LIMITS OF DISTURBANCE

TOP OF CURB ELEVATION

EXISTING ELEVATION

FINISH GRADE ELEVATION

TOP OF PAVEMENT ELEVATION

900.00 TC

EX 900.00

900.00

900.00 TP

PROJECT BENCHMARK

11/6/2018

ST

NYLO

PLAS

TDU

CTILE

IRON

DO N

OT P

OLLU

TE D

RAIN

S TO

WAT

ERW

AYS

NYLO

PLAS

TDO

NOT

POL

LUTE

DRAI

NS T

O W

ATER

WAY

S

NYLOPLAST DUCTILE IRON


NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS


DO NOT POLLUTE DRAINS TO WATERW

AYS

NYLOPLASTDO NOT POLLUTE

DRAINS TO WATERW

AYS



NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYS

EVERGREEN TREES QTY BOTANICAL NAME / COMMON NAME CONT CAL

3 Pinus flexilis `Vanderwolf`s Pyramid` / Vanderwolf`s Pyramid Pine B & B

FLOWERING TREES QTY BOTANICAL NAME / COMMON NAME CONT CAL

4 Malus x `Radiant` / Radiant Crab Apple B & B

STREET TREES QTY BOTANICAL NAME / COMMON NAME CONT CAL

3 Acer x freemanii 'Armstrong' / Armstrong Freeman Maple B & B 2"Cal

4 Gymnocladus dioica / Kentucky Coffee Tree B & B 2"Cal

3 Quercus robur `Regal Prince` / Regal Prince English Oak B & B 2"Cal

3 Ulmus x `Frontier` / American Elm B & B 2"Cal

FOR PLANTING SPECIFICATIONS SEE DETAIL 801 & 802,

SHEET L1.2

SHRUBS QTY BOTANICAL NAME / COMMON NAME CONT. HEIGHT

34 Euonymus alatus `Rudy Haag` / Rudy Haag Burning Bush 5 gal 3` Ht.

77 Schizachyrium scoparium / Little Bluestem Grass 5 gal 2` height

EVERGREEN SHRUB QTY BOTANICAL NAME / COMMON NAME CONT. HEIGHT

79 Buxus x `Green Velvet` / Boxwood 5 gal 3` Ht.

11 Juniperus x media `Sea Green` / Sea Green Juniper 5 gal

GRASSES QTY BOTANICAL NAME / COMMON NAME CONT. HEIGHT

77 Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 5 gal 3` height

52 Panicum virgatum `Heavy Metal` / Blue Switch Grass 5 gal 3` height

GROUNDCOVER QTY BOTANICAL NAME / COMMON NAME CONT. HEIGHT

19 Euonymus fortunei `Emerald Gaiety` TM / Emerald Gaiety Euonymus 5 gal 2` height

31 Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 2` height

71 Vinca minor / Common Periwinkle 4" pot 6" - 12" Ht.

PLANT SCHEDULE

ROCK MULCH 6,455 sf

2" -4" rock mulch for planting beds

-

TURF 1,366 sf

Texas Hybrid Bluegrass Turf

-

NATIVE SEED MIX 1 6,286 sf

Avg. Ht. +/- 24"

Broadcast seeding rate 6 LBS/AC

Bouteloua gracilis/Blue Grama

Bouteloua curptipendula/Sideoats Grama

Sporobolis cryptandrus/ Sand Dsropseed

Koeleria macrantha/ Praiire Junegrass

Pascopyrum smithii/ Western

Wheatgrass

MAINTENANCE NOTE: Native Seed Mix

1 to be mowed once per year in the late

fall.

-

PLANT SCHEDULE CONT.

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY:

ISSUE DATE:

REVISIONS:






PANDA EXPRESS, INC.


ARCHITECT:


ph: 913.649.8181 • fx: 913.649.1275



of 9

S8-19-D6138

18044.003





4

LANDSCAPE PLAN

NAB

GENERAL LANDSCAPE NOTES

PLAN NOTES

ALUMINUM 6063 T6FITTING: #155

1`8" SCH, 40 ANODIZEDALUMINUM PLATE

CONTACT:MARTY VENEGASWEST COAST DISTRIBUTIONMANAGERDIRECT: (480) 380-2100CELL: (602) 330-6390TOLL FREE: (800) 731-1722WWW.IDEALSHIELD.COM

SHOP DRAWINGS TO BE REVIEWEDBY PANDA DESIGNER

RAILING ELEVATION DETAIL

5'-0"

3'-0"

1'-6"

4"

CORE DRILL CONC. ANDSET POST WITHNO-SHRINK GROUT

FINI

SH F

LOOR

RAILING TO BE PANTED TO MATCH BUILDING.SEE ARCHITECTURAL DRAWINGS.

AMENITY SCHEDULE

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15" HDPE

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DO NOT

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ENTER

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5

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5

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9

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8

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8

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FFE: 5249.00 TOF: 5248.50 5248.50 2,200 SQ FT

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WV

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12" HDPE

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12" HDPE

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12" HDPE

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12" HDPE

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8" HDPE

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8" HDPE

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0

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20

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40

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SCALE: 1"=20'

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N

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1. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL FINAL THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL FINAL GRADE WITH THE LANDSCAPE ARCHITECT AND OR DESIGN TEAM PRIOR TO COMPLETION. 2. LOCATION AND PLACEMENT OF ALL PLANT MATERIAL SHALL BE LOCATION AND PLACEMENT OF ALL PLANT MATERIAL SHALL BE COORDINATE WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. LOCATION OF ALL UTILITIES ARE APPROXIMATE, THE CONTRACTOR LOCATION OF ALL UTILITIES ARE APPROXIMATE, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION OPERATIONS. 4. REFER TO CIVIL DRAWINGS FOR ALL GRADING AND BERMING, REFER TO CIVIL DRAWINGS FOR ALL GRADING AND BERMING, EROSION CONTROL, STORM DRAINAGE, UTILITIES AND SITE LAYOUT. 5. PLANT QUANTITIES ARE FOR INFORMATION ONLY DRAWING SHALL PLANT QUANTITIES ARE FOR INFORMATION ONLY DRAWING SHALL PREVAIL IF CONFLICT OCCURS. CONTRACTOR IS RESPONSIBLE FOR CALCULATING OWN QUANTITIES AND BID ACCORDINGLY. 6. THE CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT AFTER THE CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT AFTER STAKING IS COMPLETE AND BEFORE PLANT PITS ARE EXCAVATE. 7. TREE LOCATIONS IN AREAS ADJACENT TO DRIVES, WALKS, WALLS TREE LOCATIONS IN AREAS ADJACENT TO DRIVES, WALKS, WALLS AND LIGHT FIXTURES MAY BE FIELD ADJUSTED AS APPROVED BY LANDSCAPE ARCHITECT. 8. THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT. 9. THE PLAN IS SUBJECT TO CHANGES BASED ON PLANT SIZE AND THE PLAN IS SUBJECT TO CHANGES BASED ON PLANT SIZE AND MATERIAL AVAILABILITY. ALL CHANGES OR SUBSTITUTIONS MUST BE APPROVED BY THE CITY AND COUNTY OF BROOMFIELD, COLORADO AND THE LANDSCAPE ARCHITECT. 10. ALUMINUM LANDSCAPE EDGING TO BE USED ON ALL LANDSCAPE ALUMINUM LANDSCAPE EDGING TO BE USED ON ALL LANDSCAPE BEDS ABUTTING TURF AREAS AS NOTED ON LANDSCAPE PLANS. 11. LANDSCAPE CONTRACTOR IS TO BE RESPONSIBLE FOR WATERING LANDSCAPE CONTRACTOR IS TO BE RESPONSIBLE FOR WATERING ALL PLANT MATERIAL UNTIL THE TIME THAT A PERMANENT WATER SOURCE IS READY. 12. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS ORNAMENTAL GRASSES AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF THE CONTRACT. 13. CONTRACTOR SHALL PROVIDE FULL MAINTENANCE FOR NEWLY 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. 14. LANDSCAPE CONTRACTOR SHALL PROVIDE ROCK MULCH SAMPLE LANDSCAPE CONTRACTOR SHALL PROVIDE ROCK MULCH SAMPLE TO OWNER FOR APPROVAL.

AutoCAD SHX Text

01 FURNISH AND INSTALL BELSON LASTING FURNISH AND INSTALL BELSON LASTING IMPRESSIONS SERIES 2 HUMP BIKE RACK 02 FURNISH AND INSTALL RICHWOOD OW2-BK, FURNISH AND INSTALL RICHWOOD OW2-BK, OUTDOOR WASTE BIN 03 FURNISH AND INSTALL PATIO GUARDRAIL. SEE FURNISH AND INSTALL PATIO GUARDRAIL. SEE ARCHITECTURAL DETAILS 04 FURNISH AND INSTALL RICHFIELD OT7, FURNISH AND INSTALL RICHFIELD OT7, ALUMINUM TABLE WITH SLATS O5 FURNISH AND INSTALL ADA RICHFIELD FURNISH AND INSTALL ADA RICHFIELD ALUMINUM TABLE WITH SLATS 06 FURNISH AND INSTALL RICHFIELD OC3, FURNISH AND INSTALL RICHFIELD OC3, ALUMINUM CHAIR

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SYMBOL

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QTY.

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NAME

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SIZE/COLOR

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IMAGE

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2

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RICHFIELD ALUMINUM TABLE WITH SLATS

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24"x48"/GREY

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1

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ADA RICHFIELD ALUMINUM TABLE WITH SLATS

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33.25"x48"/GREY

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10

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RICHFIELD ALUMINUM CHAIR

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31"x22"/GREY

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2

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RICHWOOD ALUMINUM WASTE BIN

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45"x22"/GREY

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1

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BELSON IMPRESSION 2 HUMP BIKE RACK

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GREY

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1

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ALUMINUM PATIO GUARD RAIL

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30'

FINISH FLOOR0'-0" A.F.F.

B.O. CAP3'-0" A.F.F.

TOP OF PARAPET23'-0" A.F.F.

TOP OF CANOPY11'-0" A.F.F.BOTTOM OF CANOPY10'-0" A.F.F.


ST-1

ST-1SST-1

UNDERSIDE

ALUMINUM CANOPIES/ACCESSORIES TO BEPROVIDED AND INSTALLED BY G.C. TYP.CANOPIES MUST BE PURCHASED FROMOWNER'S VENDOR, GREENHECK.

BRK-1

BRK-1

EIFS-2

EIFS-2 EIFS-2

BRK-1

BRK-1

TOP OF PORTAL9'-4" A.F.F.

CD-1 CD-2

MTL-1

ROOF LINE BEYOND

MECHANICAL EQUIPMENTMECHANICAL EQUIPMENTTOP OF PARAPET

24'-0" A.F.F.

BOTTOM OF SOFFIT20'-0" A.F.F.

EXTERIOR FINISH SCHEDULEMANUFACTURER MFG#NO COLOR NOTESFINISH

ST-1 ENTRY PORTAL & WAINSCOTCONTACT:

ST-1S STONE CAP (3/8" VERTICAL JOINT -MORTAR TO MATCH STONE CAP)

INSTALLED AND FURNISHED BY. G.C. UNLESS NOTED OTHERWISE

VELOURDESERT TANMODULAR

FINESW 7067CITYSCAPE

BUILDING BODY

BUILDING BODY

#2 GREY900 SERIES

SHALE GREYCORONADO STONE PRODUCTS INDUSTRIAL LEDGE

EIFS-2

BRK-1 THIN BRICK

STOTHERM ESSENCESYSTEM

ACME BRICK

STO

(EAST COAST) LISA KILGORE: 864-962-1221

CORONADO STONE PRODUCTS -

-

CD-1 FIBERON HORIZON IPE 60% MATERIAL COVERAGE -RANDOM MIX (NON-GROOVE)

COMPOSITE DECKING - CONTACT: BILL ROSS @704-756-1980 EMAIL: [email protected]

CD-2 FIBERON HORIZON TUDOR BROWN 40% MATERIAL COVERAGE -RANDOM MIX (NON-GROOVE)

COMPOSITE DECKING - CONTACT: BILL ROSS @704-756-1980 EMAIL: [email protected]

MTL-1 CAP FLASHING"PANDA EXPRESS IRON ORE"-EXCEPTIONAL METALS





TOP OF CANOPY11'-0" A.F.F.BOTTOM OF CANOPY10'-0" A.F.F.


ST-1

UNDERSIDE

ST-1S

UNDERSIDE

ST-1

CD-1

ALUMINUM CANOPIES/ACCESSORIES TO BEPROVIDED AND INSTALLED BY G.C. TYP.CANOPIES MUST BE PURCHASED FROMOWNER'S VENDOR, GREENHECK.ALUMINUM CANOPIES/ACCESSORIES TO

BE PROVIDED AND INSTALLED BY G.C.TYP. CANOPIES MUST BE PURCHASEDFROM OWNER'S VENDOR, GREENHECK.

EIFS-2 BRK-1 EIFS-2

EIFS-2

BRK-1

EIFS-2

BRK-1

T.O. PORTAL9'-4" A.F.F.

CD-2CD-1 CD-2

MTL-1

ROOF LINE BEYOND

MECHANICAL EQUIPMENT







TOP OF CANOPY11'-0" A.F.F.BOTTOM OF CANOPY10'-0" A.F.F.TOP OF PORTAL9'-4" A.F.F.

ST-1

ST-1

ST-1

EIFS-2UNDERSIDE

ST-1S

BRK-1

EIFS-2

CD-2


CD-1

MTL-1

MTL-1

ROOF LINE BEYOND




TOP OF CANOPY11'-0" A.F.F.



BOTTOM OF CANOPY10'-0" A.F.F.

ST-1

ST-1S

BRK-1

BRK-1


EIFS-2UNDERSIDE

---PAINT TO MATCH BRICK

EIFS-2

CD-2CD-1


ROOF LINE BEYOND

MECHANICAL EQUIPMENTTOP OF PARAPET23'-0" A.F.F.

ST-1

ST-1S

BRK-1

MTL-1

ST-1

ST-1S

BRK-1

MTL-1

ST-1

BRK-1

MTL-1


ST-1S

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY: HB

ISSUE DATE:

REVISIONS:






PANDA EXPRESS, INC.

S8-19-D6138

18044.003



ARCHITECT:


ph: 913.649.8181 • fx: 913.649.1275





A-2001

3/16" = 1'-0"

EAST ELEVATION

A-2002

3/16" = 1'-0"

WEST ELEVATIONA-200

43/16" = 1'-0"

NORTH ELEVATION

A-2003

3/16" = 1'-0"

SOUTH ELEVATION

A-2005

3/16" = 1'-0"

TRASH ENCLOSURE ELEVATIONSA-200

6NTS

FINISH SCHEDULEFRONT ELEVATIONBACK ELEVATIONSIDE ELEVATION, TYP.

of 95

EXTERIOR ELEVATIONS

HB

NOTE:ROOF TOP MECHANICAL EQUIPMENT WILLBE SCREENED AND COLOR TO MATCH ROOF.

NOTE:TRASH AND RECYCLING WILL BE AFFORDEDEQUAL SPACE WITHIN THE STRUCTURE.

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY: HB

ISSUE DATE:

REVISIONS:






PANDA EXPRESS, INC.

S8-19-D6138

18044.003



ARCHITECT:


ph: 913.649.8181 • fx: 913.649.1275





A-2011

VIEW FROM S.W. CORNER

SITE PERSPECTIVE 1

A-2012

VIEW FROM N.E. CORNER

SITE PERSPECTIVE 2

of 96

SITE PERSPECTIVES

HB

NOTE:

FLOOR OF DUMPSTER AREA MUST BEBROOM FINISH AND SEALED WITH (AQUAMIX SEALER'S CHOICE GOLD) CEMENTSEALER.

A-4071

Scale= 1/4" = 1'-0"

TRASH ENCLOSURE

A-407

04A-407

A-40702

A-40713

A-4078

5" DIA EXTRA-STRONG GALV.STEEL GATE POST WITHCONCRETE FILL - PROVIDEPAINT FINISH

6" DIA STEEL PIPE BOLLARD,REF. DETAIL 18/A407 FORAPPLICATION OF SLEEVE

1'-0"

POSI

TIVE

DRA

INAG

ESL

OPE

DOW

N FO

R

10'-8

"

7'-1112" 7'-111

2"4"4" 3'-5"

1" DIA. STEEL SLEEVE SET IN CONC. SLAB TOKEEP DOOR FIXED IN OPEN POSITION

8" 8"20'-0"

21'-4"

3'-0"W x 12" THICK FOOTING WITH(3) #5 (TOP AND BOTTOM) TYP.

PROVIDE #5 CORNER BARS ATALL (4) CORNERS / ENDS

(SIM)

3'-4"5'-4"3'-4"

9"

4'-0" 4'-0"

REF. CIVIL DRAWINGS FORPAVING INFORMATION

4A-407

6" DIA STEEL PIPE BOLLARD, REF. DETAILSIMILAR 18 / A-407. PAINT SAFETYYELLOW. (NO LDPE SLEEVE REQUIREDFOR THESE FOUR BOLLARDS)

A-40713

6" DIA STEEL PIPE BOLLARD,DETAIL SIMILAR 18/A407

8" 8"

8"

NOTE: ANY DIAGONAL SUPPORT FORGATES SHALL BE INSTALLED ON THE INSIDEOF ENCLOSURE. THIS SHALL NOT BEVISIBLE ON THE OUTSIDE OF THE GATE.

NOTE:THE TRASH ENCLOSURE EXTERIOR CMUWALLS TO HAVE THIN BRICK & STONE BASEFINISH TO MATCH BUILDING TEXTURE - SEEELEVATIONS AND FINISH SCHEDULE

TRASH ENCLOSURE WALLS AND GATECOLOR SHALL MATCH

INTERIOR WALLS SHALL BE SMOOTH,CLEANABLE AND SEALED WITH ANAPPROVED EPOXY CEMENT SEALER.COLOR TO MATCH EXTERIOR.

A-4072

Scale= 1/4" = 1'-0"

FRONT ELEVATION

BRK-1

NOTE: CONTRACTOR TO SUPPLY & INSTALLALL HINGES, GATE LATCHES, CANE BOLTS,ETC. AS INDICATED.

7'-0"

A-4078

A-40715B

4'-6"

A-40715A

EBERHARD GRAB HANDLE (#4302),C.L. HANDLE AT 38"

1 3/8" 18 GA. CORRUGATEDGALVANIZED STEEL DECKING WELDEDTO FRAME, PRIME AND PAINT ALLSIDES TO MATCH ADJACENT SURFACE

PROVIDE SIDE SLIDING GATELATCH SIMILAR TO MAIN GATE.REF. DETAIL 15

MINIMUM 4'-0" EMBEDDMENT

FRONT ELEVATION

A-4074

Scale= 1/4" = 1'-0"

SIDE ELEVATION

SIDE ELEVATION

BRK-1

MTL-1

ST-1S

ST-1

17

A-407

REF. STRUCTURAL

EXPANSION JOINT MATERIAL

REF. CIVIL

GROUT CELLS SOLIDBELOW FINISHED GRADE

REFERENCE STRUCTURALDRAWINGS FOR ADDITIONALWALL INFORMATION

20"

36"

REF.

STR

UCTU

RAL

7'-4"

A-4078

Scale= 1/2" = 1'-0"

TRASH ENCLOSURE WALL SECTION

INTERIOREXTERIOR

REF.

STRU

CT.

REF.STRUCT.

G.I. CAP FLASHING (PAINTED)

REF.

STR

UCT.

ALUMINUM 6063 T6FITTING: #155

1`8" SCH, 40 ALUMINUM PIPE

RAILING COLOR TO BEDARK BRONZE TOMATCH BUILDING.

A-40711

Scale= 1/2" = 1'-0"

PATIO RAILING ELEVATION DETAIL

5'-0" SECTIONS

3'-0"

1'-6"

4"

CORE DRILL CONC. ANDSET POST WITHNO-SHRINK GROUT

FINI

SH F

LOOR

APPLICABLE RAILING AREAS:

1. PATIO IS ADJACENT TO DRIVE AISLE OR DRIVE THRU LANE WITHOUT ANY LANDSCAPE BUFFER.2. PATIO AREA AND ADJACENT GRADES ARE MORE THAN 6" DIFFERENCE IN HEIGHT.3. PROJECT THAT REQUIRES ADA ACCESSIBLE RAMP AND RAILING.

REF. STRUCTURAL

GROUT CELLS SOLIDBELOW FINISHED GRADE

REFERENCE STRUCTURALDRAWINGS FOR ADDITIONALWALL INFORMATION

2'-10

"

A-4079

Scale= 1/2" = 1'-0"

SCREEN WALL SECTION

REF.

STRU

CT.

CAST STONE CAP

6"

THIN BRICK FINISH TOMATCH BUILDING

10

A-407

A-40710

Scale: 3" = 1'-0"

SCREEN WALL CAP DETAIL

CAST STONE CAP

TO MATCH BUILDING

2"1"

1"

DRIP EDGE

12"

SS DOWEL WITH

SEALANT AROUND

PENETRATIONS

THROUGH FLASHING

SEALANT AND

BACKER ROD, BOTH

SIDES OF WALL CAP

ADHERED THIN

BRICK FINISH TO

MATCH BUILDING

THROUGH WALL

SS FLASHING

A-40716

Scale= 1/4" = 1'-0"

NOT USED

CLOSED POSITION

PROVIDE (2) ACCESSIBLE GREASE

FITTINGS PER COLLAR TO PROVIDE

COMPLETE COVERAGE

5" DIA EXTRA-STRONG GALV. STEEL

GATE POST WITH CONCRETE FILL -

PROVIDE PAINT FINISH

L1-3/4x1-3/4x3/16" FRAME AND

DIAGONAL BRACING, WELDED

ALL AROUND

STEEL DECKING

2-1/2x1-1/2x1/4" GALV. STEEL

ANGLE GATE FRAME-PROVIDE

ALL WELDED CONNECTIONS-

PROVIDE PAINT FINISH

3x3x1/4" GALV. STEEL

PLATE-SECURE TO COLLAR

WITH CONT. WELDS

SECURE GATE SUPPORT

PLATE TO GATE FRAMING

WITH CONTINUOUS WELDS

SET LOW SIDE OF COLLAR TO

BE EXACTLY PERPENDICULAR

TO DUMPSTER WALL FOR

"GATE CLOSED" CONDITION

GALV. STL GATE

COLLAR-SECURE TO GATE

POST WITH CONT. WELDS AT

BOTTOM SURFACE

4"

3x2x1/4" HSS FRAME, WELDED

ALL AROUND

2"4"

21 2"

A-40713

Scale= 3" = 1'-0"

HINGE DETAIL

PROVIDE (1) SHOP COAT OF

PAINT PRIMER AFTER

GALVANIZING

5" DIA.

5" OUTSIDE DIAMETER OF

STEEL GATE POST

5" INSIDE DIAMETER OF STEEL

COLLAR


STEEL GATE POST


COLLAR


STEEL GATE POST


COLLAR

3"6"

2"x2"x1/4" ANGLE

GATE FRAME

3/4" DIA. CANE BOLT

WITH 4" LONG HANDLE

1" I.D. X 3" SLEEVE WELDED TO

GATE FRAME - TYP. OF 2 EACH

GATE.

1" I.D. X 6" SLEEVE SET CORE

PAVEMENT AND SET WITH

EPOXY GROUT. PROVIDE FOR

BOTH OPEN AND CLOSED GATE

POSITIONS.

2"X2"X3/16" ANGLE

FOR HANDLE REST

WELD TO FACE OF STEEL

DECKING

1'-6"

3" 3" 3" 6" 3"

2"x2"x1/4" ANGLE

GATE FRAME

1" I.D. X 3" SLEEVE WELDED

TO GATE FRAME - TYP. OF 2

EACH GATE.

1/4" METAL PLATE

WELDED TO FRAME

3"

6" 1'-2"

"B' GATE LATCH DETAIL"A" CANE BOLT DETAIL

A-40715

Scale= NTS

DUMPSTER GATE LATCH DETAILS

A-407

A-40717

Scale= 3" = 1'-0"

DUMPSTER CAP DETAIL

(2) #5 CONTINUOUS

GROUT FILLED BOND BEAM

CONT. TREATED 2X NAILER

(RIPPED TO FIT)

G.I. CAP FLASHING (PAINTED)

3/8" GALV. EXPANSION BOLT

@ 32" O.C.

COUNTER-SINK INTO NAILER

AND CUT FLUSH. MIN.

EMBEDDMENT 1 1/2"

ARCHITECTURAL BRICK FINISH -

REFER DUMPSTER ELEVATIONS

FOR BOTH INTERIOR AND

EXTERIOR.

(2) #5 X 10" STL REBAR THRU

POST EW (2 PER POST)

1/2" EJT (4 SIDES) SEALANT

ON 1/2" FILLER

LC

6"Ø SCH 40 GALV STD STEEL PIPE -

FILL W/ CONC-ROUND OFF TOP (TYP).

PAINT SAFETY YELLOW PRIOR TO

APPLICATION OF LDPE SLEEVE.

FLATWORK

CONCRETE SLAB/PAVING

CONCRETE FOOTING

6"

7'-6"

5'-0"

2'-0"

1'-6"

2"

BOLLARD

7'-0"

A-40718

Scale= 1" = 1'-0"

BOLLARD / POST BASE

YELLOW LDPE THERMOPLASTIC

BUMPER POST SLEEVE FROM IDEAL

SHIELD - # BPD-YL-06-60-S OR EQUAL

- INSTALL PER MFG. SPECIFICATIONS

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY: HB

ISSUE DATE:

REVISIONS:






PANDA EXPRESS, INC.

S8-19-D6138

18044.003



ARCHITECT:


ph: 913.649.8181 • fx: 913.649.1275





of 97

TRASH ENCLOSURE DETAILS

HB

NOTE:TRASH AND RECYCLING WILL BE AFFORDEDEQUAL SPACE WITHIN THE STRUCTURE.

Statistics

Description Symbol Avg Max Min Max/Min Avg/Min

CALC SUMMARY- PAVED

SURFACE

1.9 fc 8.0 fc 0.0 fc N/A N/A

CALC SUMMARY- PROPERTY

LINE

0.1 fc 0.3 fc 0.0 fc N/A N/A

TRASH ENCLOSURE 4.7 fc 6.4 fc 3.5 fc 1.8:1 1.3:1

Schedule

Symbol Label Quantity Catalog Number Description

Number

Lamps

Filename

Lumens Per

Lamp

Light Loss

Factor

Wattage

A

2 VILLA LIGHTING-

XGBM-FT-LED-HO-

NW-HSS

CONTACT RYAN

ZINSELMEIER- 314-531-

2600

1 XGBM-FT-

LED-HO-NW-

HSS.ies

17194 0.8 288.8

B

2 VILLA LIGHTING-

XGBM-3-LED-HO-

NW-HSS

CONTACT RYAN

ZINSELMEIER- 314-531-

2600

1 XGBM-3-LED-

-HO-NW-

HSS.ies

13942 0.8 288.3

L85 &

L86

2 MLED1 MOLDED WHITE PLASTIC

HOUSING, TWO MOLDED

WHITE PLASTIC SWIVEL

HEAD ASSEMBLY

CONSISTS OF: MOLDED

WHITE PLASTIC HOUSING,

ONE CIRCUIT BOARD

WITH 12 LEDS, MOLDED

PLASTIC REFLECTOR WITH

SPECULAR FINISH AND

ONE APERTURE PER LED,

CLEAR PRISMATIC

PLASTIC LENS. ONLY ONE

HEAD ASSEMBLY

ENERGIZED FOR THIS

TEST.

12 MLED1 TYPE

L86 (1).IES

5 0.95 0.788

L90

2 1649XX-LED Wall Lantern 1 TYPE L90.ies 197 0.95 12.1

Note

1. Mounting height of 22' (20'pole)

2. Calculations taken at ground level.

3. Contact Villa Lighting- Ryan [email protected] 314.531-2600

PA

ND

A E

XP

RE

SS

BR

OO

MF

IE

LD

, C

O

Designer

RYAN ZINSELMEIER

Date

8/30/2018

Scale

Drawing No.

Summary

1 of 1

4. All fixtures should be full cut-off and mounted in full cut-off position.

0.1

0.1

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.2

0.2

0.3

0.3

0.2

0.1

0.1

0.1

0.2

0.2

0.4

0.5

0.3

0.4

0.5

0.4

0.3

0.3

0.3

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.2

0.2

0.2

0.3

0.3

0.3

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.3

0.4

0.5

0.8

1.1

0.9

1.1

1.0

0.7

0.7

0.5

0.5

0.4

0.4

0.4

0.3

0.3

0.2

0.2

0.3

0.2

0.3

0.4

0.4

0.6

0.8

1.2

1.4

1.7

2.4

3.1

1.6

3.1

2.7

2.0

1.7

1.5

1.2

0.9

0.8

0.6

0.5

0.4

0.3

0.3

0.4

0.4

0.4

0.5

0.6

0.7

1.0

1.5

1.9

2.2

3.3

4.1

2.9

4.1

1.5

1.1

0.9

0.8

0.7

0.5

0.4

0.4

0.6

0.6

0.6

0.8

0.8

1.1

1.2

1.8

2.5

2.7

3.6

5.0

3.7

5.1

1.9

1.5

1.3

1.1

0.8

0.7

0.6

0.5

1.0

0.8

0.9

1.2

1.2

1.4

1.4

2.1

2.6

2.8

3.7

4.6

3.5

4.7

2.2

1.8

1.6

1.5

1.2

0.9

0.9

0.7

1.6

1.1

1.2

1.6

1.6

1.1

1.5

2.1

2.6

3.0

3.4

3.7

2.7

3.8

3.8

3.5

3.3

3.0

2.5

2.2

2.0

1.9

1.6

1.2

1.3

1.0

2.4

1.8

1.8

2.2

2.1

1.0

1.5

2.0

2.4

2.6

2.9

3.2

2.7

3.3

3.3

3.2

3.2

3.0

2.7

2.5

2.4

2.4

2.0

1.5

1.7

1.4

3.4

2.4

2.4

2.9

2.7

0.9

1.2

1.5

1.7

1.9

2.2

2.4

2.2

2.6

2.7

2.5

2.6

2.7

2.6

2.7

2.8

3.0

2.6

2.1

2.5

2.2

4.6

3.1

3.0

3.6

3.5

0.7

0.9

1.0

1.2

1.3

1.5

1.7

1.6

1.9

1.9

2.0

2.1

2.3

2.4

2.7

3.2

3.6

3.2

2.7

3.5

3.0

5.1

3.2

3.1

3.8

4.3

4.2

3.5

2.8

1.5

1.0

0.8

0.6

0.7

1.6

0.5

0.3

0.6

0.6

0.7

0.8

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.8

2.0

2.2

2.6

3.4

3.9

3.5

3.2

4.5

3.7

3.4

3.1

3.8

3.7

3.0

2.4

1.9

1.4

1.0

0.8

0.7

0.6

0.5

0.4

0.6

0.6

0.6

0.6

0.6

0.7

0.7

0.8

0.9

0.9

1.1

1.2

1.3

1.6

1.8

2.1

2.6

3.3

3.8

3.5

3.3

4.9

3.6

5.2

3.3

3.1

3.6

3.3

2.5

1.9

1.6

1.3

1.0

0.9

0.8

0.7

0.6

0.7

0.7

0.7

0.7

0.7

0.7

0.7

0.8

0.8

0.8

0.9

1.0

1.1

1.3

1.5

1.7

2.0

2.5

3.3

3.9

3.5

3.4

5.1

3.0

4.8

3.1

3.0

3.6

3.2

2.4

1.9

1.5

1.3

1.1

0.9

0.8

0.7

0.8

0.8

0.8

0.8

0.9

0.9

1.0

1.0

1.0

1.1

1.1

1.1

1.2

1.3

1.4

1.6

1.8

2.1

2.5

3.3

3.7

3.3

3.2

5.0

2.8

3.8

2.6

2.6

3.1

2.9

2.2

1.8

1.5

1.3

1.1

1.0

0.9

0.9

0.9

1.0

1.1

1.2

1.3

1.4

1.6

1.5

1.6

1.6

1.5

1.5

1.5

1.5

1.6

1.7

1.9

2.1

2.5

3.3

3.7

3.2

3.2

4.7

2.6

2.6

1.9

2.0

2.4

2.3

1.9

1.5

1.3

1.2

1.0

0.9

1.0

1.0

1.1

1.3

1.6

1.7

1.9

2.1

2.4

2.2

2.3

2.4

2.2

2.1

2.0

1.9

1.9

1.8

1.8

2.0

2.3

2.9

3.1

2.6

2.6

3.7

1.8

1.7

1.3

1.4

1.7

1.7

1.5

1.3

1.2

1.1

1.0

1.0

1.0

1.0

1.2

1.6

2.0

2.3

2.5

2.8

3.1

2.7

2.9

3.1

2.9

2.7

2.6

2.3

2.0

1.8

1.7

1.8

2.0

2.3

2.4

2.0

1.9

2.6

1.0

0.5

0.3

0.2

1.1

0.9

1.0

1.3

1.3

1.2

1.1

1.0

1.0

0.9

0.9

0.9

1.0

1.1

1.5

2.1

2.5

2.9

3.2

3.6

2.9

3.3

3.6

3.3

3.0

2.8

2.3

1.9

1.6

1.6

1.6

1.7

1.8

1.7

1.4

1.3

1.7

0.7

0.4

0.2

0.1

0.7

0.7

0.9

0.9

0.9

0.8

0.8

0.8

0.8

0.8

0.8

0.9

1.1

1.4

1.9

2.6

2.7

3.3

4.4

3.8

4.2

4.3

3.3

2.8

2.8

2.1

1.7

1.5

1.4

1.3

1.3

1.4

1.3

1.0

1.0

1.1

0.5

0.3

0.2

0.1

0.5

0.6

0.7

0.7

0.6

0.6

0.6

0.6

0.6

0.7

0.7

0.9

1.2

1.7

2.4

2.5

3.1

4.6

4.0

4.5

4.4

3.1

2.7

2.5

1.9

1.5

1.2

1.1

1.0

1.0

1.0

0.9

0.7

0.7

0.6

0.4

0.2

0.1

0.1

0.4

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.6

0.6

0.7

1.0

1.4

1.9

2.0

2.7

3.9

3.2

3.6

3.8

2.6

2.2

2.0

1.5

1.2

0.9

0.8

0.8

0.8

0.7

0.6

0.5

0.5

0.4

0.2

0.2

0.1

0.1

0.4

0.4

0.4

0.4

0.4

0.4

0.4

0.5

0.5

0.6

0.8

1.1

1.4

1.6

2.1

2.8

2.5

2.7

2.6

2.0

1.6

1.5

1.2

1.0

0.8

0.7

0.6

0.6

0.5

0.5

0.4

0.3

0.3

0.2

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.4

0.5

0.7

1.0

0.9

1.0

1.0

0.6

0.6

0.5

0.5

0.4

0.4

0.4

0.4

0.4

0.4

0.3

0.3

0.2

0.2

0.1

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.3

0.4

0.3

0.3

0.4

0.3

0.3

0.3

0.3

0.3

0.2

0.2

0.3

0.3

0.3

0.2

0.2

0.2

0.2

0.1

0.2

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.1

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

5.3

4.0

2.9

2.6

3.6

3.2

2.92.3

4.6

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1 0.1 0.1 0.1 0.1 0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

B

L85 & L86

L90

L90

L85 & L86

B

A

A

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY: HB

ISSUE DATE:

REVISIONS:






PANDA EXPRESS, INC.

S8-19-D6138

18044.003



ARCHITECT:


ph: 913.649.8181 • fx: 913.649.1275





of 98

PHOTOMETRIC PLAN

HB

ARCH PROJECT #:

PANDA PROJECT #:

DRAWN BY: HB

ISSUE DATE:

REVISIONS:






PANDA EXPRESS, INC.

S8-19-D6138

18044.003



ARCHITECT:


ph: 913.649.8181 • fx: 913.649.1275





of 99

SIGNAGE DETAILS

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