UTILITIES PROPERTY OWNER GEOTECHNICAL ENGINEER CIVIL ENGINEER OWNER & CONSULTANTS CONDITIONAL USE PERMIT DEVELOPMENT REVIEW PERMIT SHEET INDEX: SHT. NO.SHT. NO. CS COVER SHEET DESCRIPTION C-04 C-03 C-01 GRADING PLAN GRADING SECTIONS GRADING COVER SHEET GEODYNE ENGINEERING, INC. (949) 636-8316 IRVINE, CA 92618 45 POST (213) 400-8078 CHINO, CA 91710 13611 12th ST. UNIT B RAHMAN ENGINEERING SERVICES 10308 MISSION GORGE RD. SANTEE, CA 92071 APN: 384-109-21 PROJECT #: CUP P2021-1 DNBA PROPERTIES, LLC. (951) 322-4066 MURRIETA, CA 92562 41760 IVY ST. SUITE 201 PROJECT MANAGER / REPRESENTATIVE FOOD SERVICE CONCEPTS, INC. (623) 492-0077 PHOENIX, AZ 85027 1101-A W. MELINDA LN. PROJECT INFORMATION ZONING / GENERAL PLAN USE DESIGNATION : GC EXISTING LAND USE: OFFICE / BUSINESS PROPOSED LAND USE: FAST-FOOD RESTAURANT W/ DRIVE THRU CURRENT / EXISTING PARCEL AREA: .444 ACRES / 19,351 SQ.FT. POPEYE'S PROPOSED PROJECT AREA: .405 ACRES / 17,624 SQ.FT. GROSS 13,421 SQ.FT. NET SETBACKS: STREET/FRONT: 10' STREET/SIDE: 10' SIDE: 5' REAR: 20' FLOOD ZONE: X BUILDING HEIGHT: 22'-0" LANDSCAPING AREA: 4,235 SQ.FT. (24%) HARDSCAPE AREA: 11,279 SQ.FT. (64%) BUILDING AREA: 1,740 SQ.FT. (10%) DUMPSTER ENCLOSURE AREA: 370 SQ.FT. (2%) NORTH ELECTRIC / NATURAL GAS: SAN DIEGO GAS & ELECTRIC COMMUNICATIONS: COX COMMUNICATIONS WATER / SEWER: CITY OF SANTEE LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: ALL OF LOTS 7 THROUGH 11, INCLUSIVE IN BLOCK 7 OF SANTEE, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1484, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 14, 1912. EXCEPTING THEREFROM THE SOUTHERLY 11.00 FEET; TOGETHER WITH THAT PORTION OF SAID LOT 7 LYING SOUTHWESTERLY OF THE ARC OF A 25.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY, SAID CURVE BEING TANGENT TO THE WESTERLY LINE OF SAID LOT 7 AND TANGENT TO THE NORTHERLY LINE OF THE SOUTHERLY 11.00 FEET OF SAID LOT 7. POPEYE'S FRANCHISEE DMSD CAJUN EATS, LLC. (951) 816-0189 MURRIETA, CA 92562 41760 IVY ST. SUITE 201 PARKING CALCULATIONS 1 SPACE PER 100 SQ.FT. OF GFA 1,740 SF: 17 SPACES REQUIRED, 17 PROVIDED PROJECT SCOPE THE CONSTRUCTION OF A STANDALONE POPEYE'S FAST FOOD RESTAURANT WITH A DRIVE-THRU ON A VACANT LOT WITH ALL ASSOCIATED SITE WORK AND UTILITIES. SD1 SITE PLAN LA-01 CONCEPTUAL LANDSCAPE PLAN K-1 FLOOR PLAN A-2.1 EXTERIOR ELEVATIONS A-2.2 EXTERIOR ELEVATIONS DE-1 DUMPSTER ENCLOSURE LANDSCAPE ARCHITECT (602) 265-0320 SCOTTSDALE, AZ 85258 10450 N. 74th ST. STE. 120 T.J. McQUEEN & ASSOCIATES C-02 GRADING PLAN NOTES LA-02 IRRIGATION PLAN LA-03 LANDSCAPE SPECIFICATIONS APPLICANT DAVID BESHAY (951) 239-3495 MURRIETA, CA 92562 41760 IVY ST. SUITE 201 ENVIRONMENTAL / NOISE ROMA ENVIRONMENTAL TRAFFIC ENGINEER (626) 826-7560 SAN DIMAS, CA 91773 862 CANTERBURY LN. TRAFFIC DESIGN, INC. C-05 DEMOLITION PLAN T-SIG TRAFFIC SIGNAL PLAN T-STR TRAFFIC STRIPING PLAN ALTA ALTA SURVEY PH-1 PHOTOMETRIC PLAN OS-1 OFF-SITE IMPROVEMENT COVER SHEET OS-2 OFF-SITE IMPROVEMENT PLAN NOTES OS-3 OFF-SITE IMPROVEMENTS SHEET NUMBER CHECKED: DRAWN: JOB NO: DATE: REVISIONS 711 N. FIELDER RD. ARLINGTON, TX 76012 FAX: (817) 635-5699 PH: (817) 635-5696 CS COVER SHEET 07/28/22 10308 MISSION GORGE RD.
SANTEE, CA 92071 CM STAFF
PDF processed with CutePDF evaluation edition www.CutePDF.com Attachment C - Project Plans
30'-0" 30'-0" 3.5' SCREEN WALL CLEARANCE POST SPEAKER BOX & ORDER BD. BLDG./LS SETBACK LINE MONUMENT SIGN - REFER TO LOCAL AUTHORITIES FOR PERMITS AND APPROVALS EV PARKING EV PARKING RELOC. FH 6' SCREEN WALL HC PARKING SIGN 1,000 GALLON GREASE TRAP NOTES: 1. ALL ON SITE PAVING TO BE BLACK COLORED CONCRETE. 2. NO OUTDOOR DINING. 3. ALL STORE DELIVERIES WILL BE MADE DURING NON BUSINESS HOURS. BUSINESS HOURS: 10am - 10pm. MON-SUN. 4. ALL BUSINESS LOADING WILL BE MADE TO THE SERVICE DOOR FROM THE PARKING LOT DURING NON BUSINESS HOURS. 5. SEE CIVIL & TRAFFIC PLANS FOR OFFSITE IMPROVEMENTS. 6. VEHICLE DETECTOR LOOPS TO BE INSTALLED AT P/U WINDOW, ORDER BOARDS, AND END OF DRIVE THRU LANES FOR OVERFLOW DETECTION. 7. OVERFLOW DETECTION LOOPS TO NOTIFY STAFF INSIDE RESTAURANT WHEN "PLAN B" TO BE PUT INTO ACTION. 8. VIBRATORY ROLLERS AND LARGE BULLDOZERS WILL NOT BE UTILIZED WITHIN 25 FEET OF THE RESIDENTIAL STRUCTURES DIRECTLY TO THE NORTH. INSTEAD, SMALL BULLDOZERS WILL BE UTILIZED WITHIN THIS AREA TO MAKE IMPROVEMENTS TO THE EXISTING ALLEY AND TO THE PROJECT SITE IN GENERAL. 9. DOWNSPOUTS, HVAC SYSTEMS, AND NON-STORM WATER DISCHARGES SHALL DRAIN TO LANDSCAPE AREAS OR BE PLUMBED TO THE SEWER. DRIVE-THRU P/U WINDOW 26'-0"
11'-0" NEW 9' SIDEWALK
25'-0" 11'-0" 11'-0" 4'-4" EXIT SIGNS
26'-0"
STAMPED CONCRETE
PATTERN BY OWNER
STAMPED CONCRETE PATTERN BY OWNER 12'-0" 9'-0"
19'-0" TYP.
TYP.
BLDG./LS SETBACK LINE
BLDG./LS SETBACK LINE 22'-0"
6'-6" 10'-0" 5'-0"
20'-0"
10'-0"
BLDG./LS SETBACK LINE
5'-0"
AREA TO BE DEDICATED TO CITY. FUTURE PROPERTY LINE
CURRENT PROPERTY
LINE TO BE ADJUSTED IN FUTURE. ELECT. TRANSFORMER (LOC. VERIFIED BY SDG&E) INCOMING ELECT. UNDERGROUND UTILITY BOXES LS LS LS LS LS LS LS LS LS LS LS LSLS SERVICE DR. GOOSENECK LIGHTS TYP. GOOSENECK LIGHTS TYP. 10'-1" RETAINING WALL LPs. TYP. ENTRY DOORS DETABLE WARNINGS CURB CUTS 1 17'-0" SEE CIVILS FOR IMPROVED ALLEY 1 1 17 PARKING SPACES 6' CHAIN LINK FENCE W/ SLATS 6' SCREEN WALL DUMPSTER ENCLOSURE W/ ROLL UP DR. 1,740 SQ. FT 18 SEATS BIKE PARKING 28'-2" 32'-0" PAVEMENT MARKERS DETECTOR LOOPS, SEE NOTE THIS SHEET. EV PARKING EV PARKING LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 51'-0"
41'-0" 41'-0"
(EXIST.) (EXIST.)
32'-8" 11'-4" 64'-6"
31'-10" RELOCATED STREET LT. RELOCATE EXIST. BFP 2 R40'-0" 5'-0" 2 SHEET NUMBER CHECKED: DRAWN: JOB NO: DATE: REVISIONS 711 N. FIELDER RD. ARLINGTON, TX 76012 FAX: (817) 635-5699 PH: (817) 635-5696 SD1 SITE PLAN 2 07/28/22 CITY COMMENTS 1 01/05/22 CITY COMMENTS 06/25/20 10308 MISSION GORGE RD.
SANTEE, CA 92071 CM STAFF SITE PLAN SCALE: 1" = 20'-0"
0 SCALE: 1" =
40 20 40
20'
’
’
’
”
’
“ ”
’
”
”
“ ”
’
’
” ”
EXISTING/ PROPOSED PHASE DIAGRAM
GROUP A GROUP B
POLE SCHEDULE
CONDUCTOR SCHEDULE
TRAFFIC SIGNAL GENERAL NOTES:
CONSTRUCTION NOTES:
TRAFFIC SIGNAL PLAN
PERMIT NO.
SHEET 1 OF 1
PLANS PREPARED
BY:
NAME:
AGENCY:
DATE:
PHONE NO.:
PLANS ACCEPTED
BY:
DATE:
R.T.E. EXP. DATE:
THIS PLAN IS SIGNED BY THE CITY OF SANTEE TRAFFIC
ENGINEEROR DESIGNEEFOR CONCEPTAND ADHERENCE
TO TRAFFIC SIGNAL, SIGNING, STRIPING AND TRAFFIC
CONTROL STANDARDSAND REQUIREMENTSONLY. THE
SANTEE CITY TRAFFIC ENGINEER IS NOT RESPONSIBLE
FOR DESIGN ASSUMPTIONS OR ACCURACY.
UPDATED: DECEMBER 2014
YUNUS RAHI PE, TE JULY, 2022
TRAFFIC DESIGN INC. 626 826 7560
PROTECT EXISTING STRIPING/LEGEND IN PLACE.
SIGNING AND STRIPING CONSTRUCTION NOTES
INSTALL PAVEMENT MARKING ARROWS PER CALTRANS STD. PLAN
NO. A24A. TYPE AND COLOR PER PLAN.
typ
INSTALL 4-INCH DOUBLE YELLOW STRIPING PER CALTRANS STD.
PLAN NO. A20A, DETAIL 22.
SANDBLAST CONFLICTING STRIPING BY WET SANDBLASTING.
INSTALL BASIC CROSSWALK PER CALTRANS REVISED STD. PLAN
NO. A24F.
INSTALL 50 FEET OF 4-INCH WHITE SOLID STRIPING PER DETAIL "A". 20'
0 SCALE: 1" =
40 20 40
50'
4" WHITE STRIPE DIRECTION OF TRAVEL
2"
TYPE G
DETAIL "A"
NTS
INSTALL 12-INCH WIDE SOLID WHITE LIMIT LINE PER CALTRANS REVISED STD. PLAN NO. A24E.
typ
typ
typ
STRIPING AND SIGNAGE GENERAL NOTES
14. ALL TEMPORARY STRIPING AND MARKINGS SHALL BE
TEMPORARY TRAFFIC STRIPE (PAINT) AND SHALL CONFORM TO CALTRANS STANDARD PLANS. EXACT
LOCATIONS OF TEMPORARY STRIPING, MARKINGS AND
SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER.
15. CONTRACTOR SHALL INSTALL TEMPORARY PORTABLE
CHANGEABLE MESSAGE SIGNS AS SHOWN ON APPROVED
TRAFFIC CONTROLLER PLAN.
16. THE CONTRACTOR SHALL HAVE ALL TEMPORARY
DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
17. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS
SHALL BE AS APPROVED ON TRAFFIC CONTROL PLAN
AND ADJUSTED AS NEEDED BY THE CITY ENGINEER BASED UPON
CONSTRUCTION CONDITIONS.
1. THE METHOD OF PAVEMENT AND MARKER INSTALLATION SHALL CONFIRM TO SECTION 84 AND 85 OF CALTRANS LATEST
STANDARD SPECIFICATIONS OR AS REQUIRED BY LOCAL
JURISDICTION.
2. NO MARKING TO BE DONE PRIOR TO FIELD INSPECTION AND
APPROVAL OF LAYOUT BY CITY IN THE FIELD.
3. PAVEMENT MARKING SHALL BE THERMOPLASTIC MATERIALS AND SHALL CONFIRM TO SECTION 84-2.02 CALTRANS STANDARD
SPECIFICATION OF AS REQUIRED BY LOCAL JURISDICTION.
4. THE APPLICATION OF THERMOPLASTIC MATERIALS SHALL BE IN
ACCORDING WITH CALTRANS STANDARD SPECIFICATION SECTION
84-2.04 OR AS REQUIRED BY LOCAL JURISDICTION.
5. PAVEMENT DELINEATION PATTERNS SHALL CONFORM TO THE
DETAILS IN THE CALTRANS STANDARD PLAN A20A, A20B, A20C, AND A20E. ARROW SYMBOLS SHALL BE WHITE UNLESS SPECIFIED IN THE PLANS AND CA MUTCD LATEST EDITION.
6. PAVEMENT ARROW IN FRONT OF A TURN LANE SHALL BE
PLACED APPROXIMATELY 10 FEET FROM THE LIMIT LINE AND THE
ARROW AT THE BACK OF A TURN LANE SHALL BE PLACED
APPROXIMATELY 5 FEET FROM THE END WHERE THE VEHICLE
ENTERS THE LANE.
7. BEYOND RESURFACING LIMITS, ALL THE CONFLICTING MARKINGS,
PAINTED SYMBOLS, AND RAISED PAVEMENT MARKERS SHALL BE
REMOVED BY WET SAND BLASTING OR AS REQUIRED BY LOCAL
JURISDICTION.
8. ALL EXISTING SIGNS AND POSTS NOT TO BE USED SHALL BE REMOVED.
9. RELOCATED OR NEW SIGNS AS SHOWN ON PLANS SHALL BE
INSTALLED ON NEW POST, EXCEPT WHERE STREET LIGHT POLES
ARE USED FOR SIGN POSTING, NEW SIGN POSTS SHALL BE
UNISTRUT BREAK AWAY TYPE, 2-INCH SQUARE TUBE.
10. ALL TRAFFIC SIGN SHALL HAVE RETRO REFLECTIVE SHEETING AND
SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS
AND SPECIFICATION AND THE LATEST CALIFORNIA SIGN
SPECIFICATION, ALL SIGN SHALL BE INSTALLED ACCORDING WITH
CALTRANS STANDARD PLANS AND SPECIFICATIONS OR AS
REQUIRED BY LOCAL JURISDICTION.
12. NO SIGN SHALL BE INSTALLED PRIOR TO FIELD INSPECTION AND APPROVAL OF LAYOUT BY THE CITY IN THE FIELD.
13. SIZES OF WARNING SIGNS SHALL BE AS SHOWN IN CA MUTCD, TABLE 2C-2. THE ADVANCE PLACEMENT DISTANCE OF WARNING
SIGNS SHALL BE AS SHOWN IN THE CA MUTCD, TABLE 2C-4.
TYPE
VI
ARROW
INSTALL 6-INCHES LANE LINE EXTENSION PER CALTRANS STD. PLAN NO. A20D, DETAIL 40.
INSTALL 4-INCH WHITE LANE LINE PER CALTRANS STD. PLAN NO.
A20A, DETAIL 9.
8" W
R=35'
R=10'
8" W 15'
TYPE IV (R) INSTALL 12" W HATCHING LINE, 10' INTERVAL.
TYPE IV (L)
TYPE IV (L)
TYPE IV (R)
WHITE
WHITE
WHITE
WHITE
TYPE VII (L)
STRIPING PLAN
PERMIT NO.
SHEET 1 OF 1
PLANS PREPARED
BY:
NAME:
AGENCY:
DATE:
PHONE NO.:
PLANS ACCEPTED
BY:
DATE:
R.T.E. EXP. DATE:
THIS PLAN IS SIGNED BY THE CITY OF SANTEE TRAFFIC
ENGINEEROR DESIGNEEFOR CONCEPTAND ADHERENCE
TO TRAFFIC SIGNAL, SIGNING, STRIPING AND TRAFFIC
CONTROL STANDARDSAND REQUIREMENTSONLY. THE
SANTEE CITY TRAFFIC ENGINEER IS NOT RESPONSIBLE
FOR DESIGN ASSUMPTIONS OR ACCURACY.
UPDATED: DECEMBER 2014
YUNUS RAHI PE, TE JULY, 2022
TRAFFIC DESIGN INC. 626 826 7560
NOTE: EXACT LOCATION OF ALL SHOWN UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY.
INSTALL CHANNELIZING LINE PER CALTRANS STD. PLAN NO. A20D, DETAIL 38B.
0 Footcandles calculated at grade Filename: POP-210524STCALJSR6.AGI Scale 1" = 16'
32 64
Illumination results shown on this lighting designare based on project parameters provided toCree Lighting used inconjunction with luminairetest procedures conducted under laboratoryconditions. Actual project conditions differingfrom these design parameters may affect fieldresults. The customer is responsible forverifying dimensional accuracy along withcompliance with any applicable electrical,lighting,or energy code. 9201 Washington Ave, Racine, WI 53406 https://creelighting.com - (800) 236-6800 _______________________ CREE LIGHTING A COMPANY OF IDEAL INDUSTRIES, INC. Layout By: LINDA SCHALLER Date:6/7/2022 OSQ Area Luminaire
BASE HT= 2'
PROJECT: Popeyes - 10308 Mission George Rd Santee, CA 92701 CASE #: 00457940
POLE HT= 11'
X
N88%%D17'09"W 140.23'
N88%%D16'48"W 115.23'
N01°46'16"E 113.91'
N01°45'45"E 138.94'
N88°13'44"W (R)
N01°43'12"E (R)
1,740 SQ. FT18 SEATS
Fixture mounting height: 13' afgAdditional Equipment:(5) CL-SSP-4011-11-OT-BZ (11' X 4" SQ POLE TENON MOUNT)(5) PB-1A4( SINGLE TENON)(5) OSQ-BLSMF (BACK LIGHT SHIELD)(5) OSQ-B-AABZ (ADJUSTABLE ARM MT)Proposed poles meet 120 MPH sustained winds.
H Lx1
MH: 9 MH: 20D
MH: 13P1 B
P1 B
MH: 13 MH: 13P1 B
MH: 13P1 B
MH: 13P1 B
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 0.00.0 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 0.00.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.4 0.5 0.4 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.6 1.2 2.3 2.0 2.3 0.4 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.4 0.9 0.8 0.4 0.4 0.5 1.0 1.4 1.7 5.0 8.7 9.2 0.7 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 2.7 9.1 8.9 8.0 6.8 3.0 8.1 8.6 9.2 10.9 6.3 8.8 1.2 0.3 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 2.7 1.2 0.3 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.7 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.6 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 8.6 0.6 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.3 6.0 1.5 0.3 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 2.1 7.6 16.5 14.0 6.5 2.9 6.1 8.5 6.6 11.2 9.1 1.1 0.3 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 3.3 11.4 6.1 6.8 0.6 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 3.5 12.3 1.7 1.6 0.4 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.8 2.3 7.1 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.8 1.2 1.6 2.2 2.4 1.8 1.2 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.6 0.7 0.8 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
7.4 10.5 12.8 9.3 3.7 5.5 8.7 12.0 9.9 7.7 7.8 11.27.4 8.5 7.7 10.2 3.3 5.0 10.7 8.0 11.5 6.5 10.0 8.4
0.4 2.0 5.7 5.9 6.2 5.0 3.8 4.1 4.2 4.6 4.6 6.0 4.3 4.20.6 1.6 10.0 9.9 6.9 3.1 2.3 2.1 2.3 2.7 2.7 2.9 2.3 2.30.7 1.9 10.9 9.8 5.5 3.4 2.0 1.7 1.8 1.8 2.0 3.8 5.8 5.8
11.6 10.8 5.9 3.7 2.8 3.2 3.2 2.6 2.5 4.2 8.8 9.014.1 14.0 9.0 3.8 4.4 7.0 6.6 4.8 3.4 4.8 7.4 12.4
4.2 4.3 9.55.4 4.0 3.35.2 2.1 1.1
1.2 3.1 6.9 4.2 3.3 8.2 7.5 6.0 3.1 1.20.6 1.1 1.6 1.3 2.3 3.1 3.6 4.5 3.6 2.4 1.3 Luminaire ScheduleSymbol Qty Label Arrangement LMF Lum. Lumens Lum. Watts Part Number Calculation Summary (Footcandles calculated using predicted lumen values @ 50K hrs of operation)Label Units Avg Max Min 9 D SINGLE 1.000 970
Avg/Min Max/Min
11 CPY250-A-DM-F-C-UL-WH-DIM
PAVED AREA Fc 5.35 14.1
5 P1 B SINGLE 0.990 13286 130 OSQ-A-NM-4ME-K -57K-UL-BZ w_ OSQ-B-AABZ &OSQ-BLSMF
0.4 13.38 35.25
SITE Fc 0.63 16.5 0.0 N.A. N.A.
11 H Lx1 SINGLE 1.000 4004 37.1 LMH020-4000-35G9-00000TW
TRASH
42x26
42x26
42x26
24"x60"
4TIERS
4TIERS 24"x48"
24"x48"
4TIERS
24"x48"
4TIERS
4TIERS 24"x48"
SEATS:
GROUPS:
RATIO:
DINING/RESTROOM (NET): 472
KITCH (NET):
3.6 969
5 14
1,740
WALK-IN / FIRE RISER ROOMS: 252
F.S.E. FLOOR PLAN4TIERS 24"x60" 4TIERS 24"x60" 4TIERS 24"x48" SCALE: 24x36 - 1/4" = 1'-0"
12x18 - 1/8" = 1'-0"
MAX OCCUPANT LOAD: 34
ELECTRIC METER
FIRE RISER PIPE
GAS METER
FD
TT2424 3'-4" 3'-4" 3'-0
34 "
3'-0" 4'-2
1 2
" 3'-2" 31'-10"
64'-6"
CH
24"x42"
4TIERS
24"x30"
4TIERS
NOTES:
1. FIRE SUPPRESSION SYSTEMS WILL BE DESIGNED TO
DISCHARGE TO A SEWER CLEAN OUT FOR ALL TESTING
AND MAINTENANCE ACTIVITIES OR CONTAINED ON SITE.
2. DOWNSPOUTS, HVAC, AND NON-STORM WATER
DISCHARGES TO DRAIN TO LANDSCAPE AREAS OR
PLUMBED TO THE SEWER.
FLOOR DRAIN FOR
DISCHARGE DRAINAGE
2 2
SHEET NUMBER
CHECKED:
DRAWN:
JOB NO:
DATE:
REVISIONS
711 N. FIELDER RD.
ARLINGTON, TX 76012
FAX: (817) 635-5699
PH: (817) 635-5696
K1
FLOOR PLAN
2 07/28/22 CITY COMMENTS
1 11/05/22 CITY COMMENTS
06/24/20 10308 MISSION GORGE RD. SANTEE, CA 92071
CM
STAFF