Download - 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
RUSS APPLEHANSBROOMFIELD ENGINEERINGONE DESCOMBES DR.BROOMFIELD, CO 80020T: 303.438.6380
RUSS APPLEHANSBROOMFIELD ENGINEERINGONE DESCOMBES DR.BROOMFIELD, CO 80020T: 303.438.6380
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
PKW
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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
PKW
Y
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.
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:
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.
TRUE WARM & WELCOME 2200
ARCHITECT:
10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210
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.
of 9
S8-19-D6138
18044.003
SITE DEVELOPMENT PLAN 04-23-181STSDP RESUBMITTAL 06-06-182NDSDP RESUBMITTAL 09-07-183RD
No.
53214
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HIGHLANDS FILING NO. 1 REPLAT E, LOT 6(PANDA EXPRESS)
URBAN RENEWAL SITE PLAN /USE BY SPECIAL REVIEW
SDP RESUBMITTAL 11-09-184TH
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
HU
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S H 7 / E BASELINE RD
W 169TH AVE
C R 7
HU
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SH
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PKW
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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
ST
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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
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
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:
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.
TRUE WARM & WELCOME 2200
ARCHITECT:
10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210
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.
of 9
S8-19-D6138
18044.003
SITE DEVELOPMENT PLAN 04-23-181STSDP RESUBMITTAL 06-06-182NDSDP RESUBMITTAL 09-07-183RD
No.
53214
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HIGHLANDS FILING NO. 1 REPLAT E, LOT 6(PANDA EXPRESS)
URBAN RENEWAL SITE PLAN /USE BY SPECIAL REVIEW
SDP RESUBMITTAL 11-09-184TH
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
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
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
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:
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.
TRUE WARM & WELCOME 2200
ARCHITECT:
10955 LOWELL AVENUE, SUITE 700 OVERLAND PARK, KS 66210
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.
of 9
S8-19-D6138
18044.003
SITE DEVELOPMENT PLAN 04-23-181STSDP 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
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
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.
TOP OF PARAPET22'-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
FINISH FLOOR0'-0" A.F.F.
BOTTOM OF SOFFIT20'-0" A.F.F.
B.O. CAP3'-0" A.F.F.
TOP OF PARAPET24'-0" A.F.F.
TOP OF CANOPY11'-0" A.F.F.BOTTOM OF CANOPY10'-0" A.F.F.
TOP OF PARAPET22'-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
MECHANICAL EQUIPMENT
TOP OF PARAPET23'-0" A.F.F.
FINISH FLOOR0'-0" A.F.F.
BOTTOM OF SOFFIT20'-0" A.F.F.
B.O. CAP3'-0" A.F.F.
TOP OF PARAPET24'-0" A.F.F.
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
ALUMINUM CANOPIES/ACCESSORIES TO BEPROVIDED AND INSTALLED BY G.C. TYP.CANOPIES MUST BE PURCHASED FROMOWNER'S VENDOR, GREENHECK.
CD-1
MTL-1
MTL-1
ROOF LINE BEYOND
MECHANICAL EQUIPMENT
FINISH FLOOR0'-0" A.F.F.
BOTTOM OF SOFFIT20'-0" A.F.F.
TOP OF CANOPY11'-0" A.F.F.
B.O. CAP3'-0" A.F.F.
TOP OF PARAPET22'-0" A.F.F.
BOTTOM OF CANOPY10'-0" A.F.F.
ST-1
ST-1S
BRK-1
BRK-1
ALUMINUM CANOPIES/ACCESSORIES TO BEPROVIDED AND INSTALLED BY G.C. TYP.CANOPIES MUST BE PURCHASED FROMOWNER'S VENDOR, GREENHECK.
EIFS-2UNDERSIDE
---PAINT TO MATCH BRICK
EIFS-2
CD-2CD-1
---PAINT TO MATCH BRICK
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
---PAINT TO MATCH BRICK
ST-1S
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
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:
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
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
5" OUTSIDE DIAMETER OF
STEEL GATE POST
5" INSIDE DIAMETER OF STEEL
COLLAR
5" OUTSIDE DIAMETER OF
STEEL GATE POST
5" INSIDE DIAMETER OF STEEL
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:
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
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:
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
of 98
PHOTOMETRIC PLAN
HB
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
of 99
SIGNAGE DETAILS
HB