RAPIDS EXPRESS ORANGE-2 - CAR WASH
1325 W Katella Ave Orange CA 92867 USA
CAR WASH CAR WASH
Rapids EXPRESS
CAR WASH
MALL
MISCELLANEOUS REQUIREMENT PARKING REQUIREMENT ZONING REQUIREMENTS PROPERTY INFORMATION LIGHTING REQUIRED: PROJECT NAME:
PARKING REQUIRED: 21 PARKING STALLS RAPIDS EXPRESS ORANGE-2 (AT KATELLA & MAIN] ASSESSOR'S PARCEL NUMBER(s): 375-232-19 & 375-232-17
PROJECT 25 W STELA AVE, ORANGE CA 9287
AUTOMATIC CAR WASH FOR MULTI-VEHICLE TUNNEL
CURRENT ZONING: (CR/C-2) COMMERCIAL RECREATIONAL / GENERAL BUSINES OR ABOUT THE PARKING LOT. 2.5 Vacuum Bays per 20 Feet of Tunnel (130 feet tunnel = 6.5) VIDEO SURVEILLANCE REQUIRED: 1,633 / 1000 SF = 1.63) 3 X 5.46 = 4.89 ~ 5 Total) PROJECT DIRECTORY CONSTRUCTION TYPE 1300 - PoWERe
Allowable Area per CBC 2019. Table 506.2)
THE PREMISES SHALL INSTALL AND MAINTAIN A CLOSED CIRCUIT VIDEO SURVEILLANCE PROPERTY OWNER:
PARKING PROVIDED: 31 PARKING STALLS GLADYS E PROTHERO & FAMILY LLC (CCVS) SYSTEM. THE SYSTEM SHALL AT MINIMUM BE CAPABLE OF MONITORING ALL OCCUPANCY TYPE: B ENTRANCES/EXITS TO THE PREMISES AND BE POSTIONED AS TO ALLOW FOR DENTIEFICATION OF PE STANDARD PARKING = 5 CONTACT: ROBERT PROTHERO | [email protected] 4 SPACES (9' X 20' EMPLOYEE/MISC) + 1 VAN ACCESSIBLE (17'W × 20) USE: CAR WASH (AUTOMATIC) • OF THE PREMISES, POSITIONED IN A MANNER
WHICH ALLOWS FOR THE WIDEST VIEW FROM THE ENTRANCE, WITHOUT CAR VASSACES 2-6 201+1 SPACE ACCESSIBLE (24 W X20 VACUUM) n cases where the rear yard abuts a single-family residential district, and where the CONTACT: GEOFF VON DER AHE | [email protected]
OPERATION. AUDIO RECORDING IS DESIRABLE, BUT NOT A REQUIREMENT AREAS SUMMARY nercial building exceeds either one storv or 20 feet in height. a rear vard etback of at least ten feet shall be required.) DESIGN TEAM:
PACIEIC RIM ARCHITECTS
SECOND. MOTION SENSORS SHALL BE CONFIGURED TO ACTIVATE PROPERLY IN ALL AREAS COVERED BUFFER YARDS: 5912 BOLSA AVE, SUITE 212 | HUNTINGTON BEACH CA 92649 INCLUDING THE PARKING AREA. MOTION SENSORS MAY BE CONFIGURED TO PREVENT INCIDENTAL EMERGE ADOR WATER TANKS PHONE MAND 2:05 A A COPTER CHITECT COMM KATELLA AVE YARD SETBACKS = 20 FT PLANTER (MAX
ACCESS TO RESTROOM AREAS. _ VACUUM EQ. WARE MALCOMB / CIVIL ENGINEERING & SURVEYING 2,07 F ONE: (49) 60-91281 W.WAREMALCOMB.COM Vicinity Map SHEET INDEX PROJECT MANAGER: M GALLEGOS| L CORSBIE
RY TOWER ELEVATION AT 32'-11
1.134 SE (EXCLUDES TUNNEL) MARY TOWER ARCHITECTURAL ACCENT ELEVATION AT 306"
TEN NEHESUNG PROPERTIES)
ISUNDER CANDYAS AHEAT FOR VEHICULAR ACCESS AT 10-0
LOT COVERAGE
SCOPE OF WORK: SE (921 SF X 3) LOT AREA:+/-48,298 SF 11. INARY IRRIGATION PLAN TONS - VACUUMS, TRASH ENCLOSURE & LIGHTING
NEW DEVELOPMENT OF AN EXISTING SITE BY DEMOLISHING AN (E) RESTAURANT BUILDING AND CONSTRUCTING A NEW CAR WASH BUILDING WITH VACUUM AREAS AND PARKING, (N) INTERNAL DRIVE HARDSCAPE (CONCRETE/ASPHALT) AREA = 33,664 SF (69.70 %) FAR. (18123 48298 - 02287)
DREI IMINARY UTILITY DI AN (2 0E 4)
ARE ATTACHED TO A TUBE STEEL CANOPY AND COVERED WITH FIRE RATED FABRIC. - PRELIMINARY WOMP PLAN (4 OF 4)
CAR WASH BUILDING WITH CURVED P.O.S. CANOPIES
<atella-Main-Orange-16c.pln | Monday, July 25, 2022
T - TITLE SHEET • Rapids EXPRESS
(ECAR WASH pacific it
RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun 5912 bolsa ave | ste 212
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 huntinaton beach ca 92649 o 714.840.2100 | f714.840.21.01 | www.pacificrimarchitects.com IF THIS SHEET IS NOT 30"×42" IT IS A REDUCED PRINT
VICINITY MAP
A.L.T.A./N.S.P.S. LAND
Site
TITLE SURVEY WARE MALCOMB Leading Design for Commercial Real Estate 1325 W KATELLA AVENUE, ORANGE, CA 92867
GRAPHIC SCALE
A.P.N. 375-232-11
T COENN
MAIN STREET UAVEYING, INC.
547'26'331
CAL VADA
A.P.N. 375-232-18
a rAMILI LL
ORO MOCKEN RENCHMARK
19309 FET MAND BEREON ARE BASEO UPON ORANGE COUNTY BENCHMARK 18-100-99, ELEVATIN PARCEL
PARCEL MAP P.M.В. AND 375-323-19
101 30-10
PAN TRE CONSEN
CA 92867
TREE (CENTER) TOPOGRAPHIC SURVEY 1325 W KATELLA AVENUE ORANGE COUNTY
NOT A SURVEY MAT COVETANCE OR ENOMBRANGE DUE SUCH SAUSAGON WILL BE INSUF ORANGE,
TRE (GENER)
13. ARE NOT DISCLOSED BY THE PUBIC RECORDS A A SUNEY MATAL OF, SAD LAND WHICH RIGHTE SURVEYOR'S NOTES ELECTRIC OUTLET (CENTER, A.P.N. 375-232-20
PROTHER FADY ELCO
16. MILE SURVEY OR SAD LAND THAT IS SAI ACTORY TO AE COMPANY, AND OR BY NAUR TH 11752255 175000
POSSIBLE ENCROACHMENT NOTES GENESS
WATER METER (CORNER) BUILDING (CORNER) 1.109 AC. OR 48.298 SO. FT.
NO WOTH GIVEN
OR POSE SON NO SENTEN THIS US ICE CROSS PROPERTY UNES STATEMENT OF OMERS- 6.23 SO. FT. & HANDIGAP PARKING STALL
R=1200.00' 1=416'55" 1=89 68'-
(1325 W KATELLA AVE)
BUILDING OR PALM TRE (CONTEN
ITEMC COPPEDONDING TO TARIE A ITEMO
TEN LEAMA ON NOT PROVOED BY CIENT
TE NEAREST INTERSECTING STREET TO THE PROPERTY IS MAN STREET AND KATEL PRESS L POWER POLE ARM (END) 176. 07TC 212.97T00
1 SA F REA CAM NO же о стом по мосто- PROJECT
CIRVEVORIC CERTIEICATE CONTROL POINTS
105, 0, 012, NO CARD TIL COMPANIONA MITED UARUT COMPANY, SUBECT TO MEM
BATAVIA STRE BAC
KATELL PUBICYENUE
1783378 126475 176.14TG
117360555
12647 1281010
V76 14T 1176.4610
MONUMENT NOTES
126.431C A/ PM
DRAWN BY.
PK NAIL & WASHER STAMPED "LS. 6970", FLUSH, PER CR 2002-0528 ED NAIL ON OG PER PMR 15/3
375-232
PH-1
Main St 375-232-18
375-232-1
STREET VIEW - MAIN ST
91375-232-1 375-232-20
PH-2 PH-3
375-311-26
Matella Ave W Katella Ave
PH-2 PH-5
PH-3
W Katella Ave
wwwk atela ANe
W Katella Ave
WiKatella Ave SECABEBEI
CORNER VIEW - MAIN ST & KATELLA AVE STREET VIEW - KATELLA AVE PHOTO KEY PLAN PH-4
PH-5
1431 MAIN ST to North OF PROPERTY 1319 W KATELLA AVE to East OF PROPERTY IR WASH BUILDING WITH CURVED P.O.S. CANOPI
tella-Main-Orange-16b.pln | Tuesday, July 12, 20
PH-1 - PHOTOS OF SITE TE Rapids EXPRESS
CAR WASH pacific rim
RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun 5912 bolsa ave | ste 212
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 huntinaton beach ca 92649 o 714.840.2100 | f714.840.21.01| www.pacificrimarchitects.com
SITE LIGHT (TYP) (N) LANDSCAPE
L1
(N) STORM WATER
FI TRATION SYSTFN
VAC
STO
(N) ACCESSIBILITY TOWING SIGN 549 sq fE TRASH
STOP (6) 12'-6"W X 20'D VACUUM STALL = 78'-6"
FOR SITE CONTROL ELEVATIONS
REFERTO "C" SHEETS
22'-10*
19°
4DG S.B. BLOG S.B.
IN CILI WITH INI CONCRETE
ON SIDEWALK WHERE GAPS L6 - MOTORCYCLE
OCCUR. -R 15°
PARK 2) E
24-61/2- ENTRANCE
PROVIDE A "SCREEN HEDGE" TO BE
MAINTAINED AT 42" MAXIMUM HEIGHT
(SEE ANDSCAPE PLANI X R 25'
-BICYCLE
то с.L. RACKS (6
4'W
30-6" SWALE-
MIDDLE CAR WASH BUT RING
4-6" SI
DECORATIVE METAL CANOPIES
7,703 sq Tt
VAC
143 sq it
name
37'-61/2
(6) 12-6"W X 20°D VACUUM STALL = 78-6"
1-7"S.B. P.O.S. CANOPY
0,056 sq HD
doIs
(E) BUS STOP
WAITING AREA W CANOPY.
(N) LANDSCAPE B 45G S. B. 820058.
(N) PRO EC VE SIEEI
BOLLARDS
W KATELLA AVE PROVIDE A "SCREEN HEDGE" R 36°
IU BE MAINIAINED AI 42 R 15'
MAXIMUM HEIGHT
Site Plan / Roof View NOTE:
(SEE LANDSCAPE PLAN)
LANDSCAPED AREAS NOTED IN GREEN COLOR FOR PROPERTY LINE
NOT TO SCALE (N) MONUMENT SIGN
REPRESENTATION PURPOSES. SEE LANDSCAPE DRAWINGS
INDER A SFPARATE
FOR ACCURATE INFORMATIONI
PERMIT
CURVE # RADIUS DELTA LENGTH C1
124.42 CONER CUT OFF - SIGN LOCATION
4'16'55" 93.42' VISUAL CLEARANCE (N) LANDSCAPE
STOP SEE CIVE PLĂM
REMOVABLE BOLLARDS (E) FIRE HYDRANT
FOR CORNER PATH OE TRAVE FROM PROW
LINE # DIRECTION LENGTH IMPROVEMENTS (N) MONUMENT SIGN UNDER (N) ACCESSRIT
REFER TO "C" - IN-FILL WITH (N) CONCRETE ON A SEPARATE PERMIT N8915'32'W 194.72' SIDEWALK WHERE GAPS OCCUR TOWING SIGN N NOO 14'28'E 257.02'
- 2'0" CTREET DEDICATION NOTE.
58915'33 E 43.24' TREES NOTED FOR REFERENCE ONLY. SEE
S4726'33'E 19.79' KATELLA AVE LANDSCAPE DRAWINGS FOR ACCURATE Directional Signage - 42 5010718w 13.77' INFORMALION
Site/Parking Level
SCAI F• 1' = 1'_0"
S0309'37"E 144.33' CANOPIES
SCALE: 1/16" = 1:0"
A1 - SITE PLAN TE Rapids EXPRESS
CAR WASH pacific rim
RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun 5912 bolsa ave | ste 212
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 o 714.840.2100 | f714.840.21.01 | www.pacificrimarchitects.com
INSPECTION REQUIREMENTS CITY OF ORANGE
1. OFD site i
Minimum Required Fire Flow Duration for Buildings
as adopted by the OFD
HYDRANI PRESSURE INQUIRY
VAC
The info
549 sq ft TRASH
Location: 1325 W Katella Ave, Orange, CA, 92867, USA EXT TURNING fuel tanks of or more gallons shall be reviewed, inspected, and permitted by the OFD RADiir adopted by the OFD
: of four or more stories shall be provided with stairs and a standpipe before reaching 40
TURNING (N) SCE TRX
ROLL CURB
NADI
KxBx
15%
AllACHMENI S SWITCHGEAR
Cress gates shall be approved prior to installation and shall be in compliance with Chapter 5 of the FIRE LANE VAC/STO SIGN 250
EQ ROOM
1,143 sq ft
siding features shall not obstruct address numes or edit the enging or ar KATELA AVE
20. Dum 9-6*7
20°
WATER DIVISION • 189 S. WATER STREET • ORANGE, CA 92866-159 43'
TO C.L.
ATTACHMENI 9 ATTACHMENT 10
22. han
ZONING REQUIREMENTS AREAS SUMMARY 921 sq it
NOTICE CAR WASH BUILDING 4,967 sq ft
NO PARKING IN 1,163 sq ft VAC
ASSESSOR'S PARCEL NUMBERs): 375-232-198 375-232-17. 1,326 so ft VERO FOR WATER TANKS AREAS MARKED AS 143 sq ft
ENT ZONING: (CR/C-2) COMMERCIAL RECREATIONAL / GENERAL BUS CUUM EQ.
FIRE LANE
CONSTRUCTION TYPE 13005 AloE Area per CBC 2019, Table 5062) 4,07 5F
FIRE LANE - NO PARKING VIOLATING VEHICLES
OCCUPANCY TYPE: B 1,633 SF (EXCLUDES TUNNEL
ORTOWED AT
USE: CAR WASH (AUTOMATIC)
OWNER'S EXPENSE
HACE ARE
1,056 sq ft
Certificate of Flame Resistance
PLAN LEGEND
LOT COVERAGE:
KxBx-
403T ROSS CLARK CIAL PRODUCTS L OF.H. (E) FIRE HYDRANT
ADDRĘSS
DOTHAN, AL 36303
(E) FIRE SPRINKLER DRY CONNECTION NUMBER +/- 42'
F H.D.C.
1 (E) F.H. TO
K×Bx (N) KNOX BOX LOCATION BUILDING
AT 255
→
3070 MAN DOOR ACCESS POINT
8' X 24' FIRE APARATUS
END OF FIRE WATER HOSE NOZZLE F.H.D.C.
10 FEET INCREMENTS
CONNECTION FROM FIRE HYDRANT FIRE LANE SIGN
60 30'
10 FEET INCREMENTS F.H.
CONNECTION FROM FIRE APARATUS R 20'INT TURNING RADii A (E) FIRE HYDRANT AT 385₽
(N) FLAME RESISTANT FABRIC MATERIAL
KATELLA AVE R 50' EXT TURNING RADi
IN METALCANOPY WITH NON-S AMARI-
Vicinity
TRANSLUSCENT ROOF TO MATCH MAIN BUILDING
SITE Fire Master Plan
20' WIDE - FIRE LANE CAR WASH BUILDING WITH CURVED P.O.S. CANOPIES SCALE: 1/16" = 1'-0" atella-Main-Orange-16c.pln | Monday, July 25, 2022 SCOPE OF WORK:
A2 - FIRE MASTER PLAN TE Rapids EXPRESS
CAR WASH ONSTRUCTING A NEW CAR WASH BUILDING WITH VACUUM AREAS AND PARKING, (N) INTERNAL DRIVI pacific rim RAPIDS EXPRESS ORANGE-2 architects
OL-DECK WITH ACCESSIBLE RESTROOM,
Fast • Clean • Fun 5912 bolsa ave | ste 212
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 ARE ATTACHED TO A TUBE STEEL CANOPY AND COVERED WITH FIRE RATED FABRIC. huntinaton beach ca 92649 o 714.840.2100 | f714.840.21.01 | www.pacificrimarchitects.com SITE INFORMATION:
TOTAL LANDSCAPE AREA = 8,975 S.F.
PLANT LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QUANT. SIZE
TREES
QUERCUS AGRIFLORA COAST LIVE OAK 1 - 48" BOX
WUCOLS LOW
TRISTANIA CONFERTA BRISBANE BOX 13 - 36" BOX
NUCOLS RATING MEDIUM
_AGERSTROEMIA INDICA CRAPE MYRTLE 'MUSKOGEE' 12 - 36" BOX /UCOLS RATING MEDIUN
SOUTHERN MAGNOLIA 6 -36" BOX
KUCORS NALATA GOLDEN RAIN TREE
SHRUBS
VAREGATED - LILY 42 - 5 GALLON
EEF
AVE ATTENUA® FOX TAIL AGAVE 42 - 5 GALLON
JCOLS RATING LO
18 -5 GALLON
UCOLS RATENG RUBRUM NEW ZEALAND FLAX
LIGUSTRUM JAPONICUM JAPANESE PRIVET HEDGE 89 - 5 GALLON WUCOLS RATING LOW - 4 FOOT HEDGE PLANTING
YLOSMA COMPACT, COMPACT XYLOSMA 66 -5 GALLON
VUCOLS RATING LOW
IGO/ANIHOS - KANGAKOO PAW KUSH KALA 59 - 5 GALLON
UCOLS RATING LO'
41 - 5 GALLON
RACOLS NGLOA-PINK DANCER INDIAN HAWTHORNE
VINE
• DOLICHANDRA UNGUIS - CATI CATS CLAW VINE 14 - 5 GALLON ASNITN
STORM WATER FILTRATION PLANTINGS
SHRIRS
MUHLENBERGIA RIGENS DEER GRASS 6-5 GALLON
WUCOLS RATING LOW
GROUND COVER
COTONEASTER CONGESTUS PYRENEES COTONEASTER
GAL. AT 18" O.C. TRIANGULAR SPACING
WU KANV DOL
BY CITY.
GROUND COVER
ECHEVERIA AFTERGLOW
6" CONTAINERS AT 12" O.C. TRIANGULAR SPACING
WUCO RA NGOW
TRACHEOLOSPERMUM JASMINIOIDES - STAR JASMINE
1 GAL. AT 18" O.C. TRIANGULAR SPACING
WUCOLS RATING MEDIUM -
FESTUCA GLAUCA 'ELIJAH BLUE' ELIJAH BLUE FESCUE
1 GAL. AT 18" O.C. TRIANGULAR SPACING • °°
WUCOLS RATING LOW
GENERAL GROUNDCOVER NOTE:
PROVIDE 3" LAYER OF SHREDDED WOOD MULCH EXISTING TREES KATELLA AVE
ASOPR-SSNG-ORAH PANI-R AR-ASI
(E) TREE TO BE REMOVED
Site/Parking Level
(E) PALM TREE TO BE REMOVED
SCALE: 1/16"= 1'-0"
CAR WASH BUILDING WITH CURVED P.O.S. CANOPIES
atella-Main-Orange-16c.pln | Monday, July 25, 2022
A3 - PRELIMINARY PLANTING PLAN Te Rapids EXPRESS
CAR WASH pocific rim
RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun 5912 bolsa ave | ste 212
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 o 714.840.2100 | f714.840.21.01 | www.pacificrimarchitects.com
IRRIGATION LEGEND
SYMBOL MANUFACTURE/MODEL NO. DESCRIPTION 3/4
RAINBIRD XER-BIRD 8 MULTI OUTLET EMISSION DEVICE ( NUMBER AS NECESSARYI
SE IN SUBIEKRANCAN EMIT ICK BUX
RAINBIRD CONTROL ZONE XCZ-075-DVX DRIP IRRIGATION CONTROL VALVE
RAIN BIRD SMARTET MANAGER WEATHER - SMART WATER MANAGER USE WITH CONTOLLER WATT 909 OR EQUAL 1" REDUCED PRESSURE BACKFLOW PREVENTOR INSTALL PER LOCAL REQUIREMENTS RAIN BIRD SMRTY SOIL MOISTURE SENSOR INSTALL PER MANF. REQUIREMENTS I WATT GATE VALVE 1" INSTALL PER LOCAL REQUIREMENTS
SCH 40 PVC I ATRAI I INE (RIIRY MIN 12" RFI OW FIN GRADE) SIZE NOTED SCH. 40 PVC MAIN LINE (BURY MIN. 18" BELOW. FIN. GRADE) SIZE NOTED SCH. 40 PVC SLEEVE UNDER PAVEMENT (TWO TIMES SIZE OF PIPE) - ROOTBALI VALVE NO.
2X ROOT BALI
• VALVE SIZE 3/4
XERIBIRD EMITTER DETAIL BOX TREE & GUYING
IRRIGATION NOTES:
1. INSTALL CONTROLLER IN BUILDING AS DIRECTED. USE SNAPTITE TYPE CONNECTORS
INSTAL TORER LANI
4. OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS FROM APPROPRIATE
AGENUIES
b. INSTALL IRRIGATION SYSTEM IN CONFORMANCE IO ALL LOCAL AGENCY CODES
6. CONTRACTOR SHALL GUARANIeL OPERATION OF IRRIGATION SYS IEM AND ALL (1 PLANT FROM FLAT - ROOTBALL
@ GROUND COVER COMPLETE IRRIGATION COVERAGE OF ALL PLANT MATERIAL 3 PREPARED BACKFILL (SEE SPECIFICATIONS)
* SEE SPECIFICATIONS
(5 FINISH GRADE DRIP EMITTER SCHEDULE CAR WASH BUILDING
1. CONTRACTOR SHALL INSTALL RAINBIRD EMITTERS
TO MEET THE FOLLOWING SCHEDULE.
1 GAL (1) XB-10 1 GPH
GROUNDCOVER PLANTING SHRUB PLANTING XB-10 1 GPH EACH
(4) XB-20 12 GPH EACH
GROUND COVER (1) XB-05 .5 GPH
LODGE POLE -
GREEN BUILDING CODE
- 3QINRE COMEDLENGTH OF MAIN ST
IN TAG. RAIN PIRO VID SERISO
1. TAKERAONS OF WATER EVEL RECEIVENI
- ROOTBALL SWANATON
ESTIMATED TOTAL WATER UES (ETWU)
(SEE SPECS)
ETWU = (ETO) (0.62) PF X HA) /IE + SLA)]|
DRIP REMOTE CONTROL VALVE TREE STAKING 48.2 X 0.62 [.3 X 6.7151 2.015/0.81 = 74.351 GAL/YR
MAINTENANCE SCHEDULE
ETWU = ESTIMATED TOTAL WATER USE
MAINTENANCE TASK ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR)
0.6Z = CONVERSION FACTOR (IO GALLONS PER SQUARE FOUT)
DOES AND REACE TEN AS NETO LEAN
PF = PLANT FACTOR FROM WULCOLS
PRESSURE TEST AND COVERAGE TEST. 48 HOURS NOTICE REQUIRED.
HA = HYDROZONHE AREA (SOUARE FEET)
HE = IRRIGATION EFFICIENCY
SLA = PORTION OF LANDSCAPE AREA IDENTIFIED AS SPECIAL LANDSCAPE AREA MAWA CALCULATION • • •
REMOTE CONTROL VALVES, ISOLATION VALVES AND QUARTERLY MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAWA = (ETo) (0.62) [ETAF X LA) + ((ETAF) X SLA)]
RE SETTINGS. REPAIR OR ADJUST AS NE 4820845 671513 022 = 90309 GALAR
KATELLA AVE
QUARTERIY
AINLINE AND LATERALS VISUALLY INSPECT FOR
MAWA = MAXIMUM APPI IED WATER ALI OWANCE
ETO = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR)
0,62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT
ETAF = EVAPOTRANSPIRATION ADJUSTMENT FACTOR = 0.45 FOR NON RESIDENTIAL AREAS
MONTHLY
EN FITTING, CLEAN AND FLUSH SCR LA = LANDSCAPE AREA INCLUDING SLA (SQ. FT.) Site/Parking Level
WEEDING, MOWING AND PRUNING WEEKIV ETO = REFERENCE EEVAPOTRANSPIRATION (INCHES PER YEAR) EERTILZING DE GRASS AND DI ANTS DARTERI SLA = PORTION OF LANDSCAPE AREA IDENTIFIED AS SPECIAL LANDSCAPE AREA SCALE: 1/16"= 1'0"
AbRATING DETHATCHING AND REPLENISH MULCH CAR WASH BUILDING WITH CURVED P.O.S. CANOPIE! A4 - PRELIMINARY IRRIGATION PLAN • Rapids EXPRESS
GENE HIRAO
NT LANDSCAPE pacific tim
CAR WASH 'USE OF WATER IN LANDSCAPE ARCHITECT
RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun EMAIL [email protected] 5912 bolsa ave | ste 212 1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 huntinaton beach ca 92649 o 714.840.2100 | f714.840.21.01 | www.pacificrimarchitects.com
CAR WASH EQUIPMENT
D A
ACCESSIBLE UNISEX
ARCHITECTIURAL ACCENT RESTROOM
H A
METAL CANOPY TORAGE / ROOF ACCESS
FLASHING CAP (TYP)
LED WALL PACK 3070 METAL DOOR
LOUVERS
CAR WASH ANUA BUN
ROOF PROJECTION
3070 METAL DOOR
MAIN STRUCTURE
COLUMN
TUNNEL ENTRANCE
ACM BLOCK-OU /ENDING AREA METAL
ANOPY TV ROLL-UP DOOF J
FLIGHT DECK
EAST ELEV
SCALE: 1" = 10°
SIGNS NOTE:
ING ADDRESS 18"| PENT PENING SANGE
D C
CANOP WITH NOW LAMABLE TRANSLUCENTA. ONE PER STREET FRONTAGE.
H G PRICE MENU BOARDS →
A SECTION
SHIFR WINDOW
VANUFACTURER AS PER LOCAL
CAR WASH
TAUIPMENT BY
• P.O.S. AUTOMATIC CAR WASH
GATES ACCOUSA
E METAPY TW -J Monument Sign
JOR RY TOMMY WAS
SCALE: 1" = 10' SLANTED STOREFRONT
SOUTH ELEV
SCALE: 1"
CONVEYOR TRENCH
SIGNAGE AREA SEPARATED 12" OF MAIN BUILDING HVAC EQUIPMENT SCREENED . UTI ITY TRENCH|
LED WALL PACK - D
A MATCHMAIN BUILDING (TYP OF 3) - E A - 6070 SERVICE DOOR LOUVERS — LED SIGN -
RELAXIGO LED LIGHT STAND- ö WALL
CAR WASH
26 GA 8" GALVANIZED TRIM /
FLASHING / TIGER DRYLAC
RAL 3001 (COLOR)
METAL SCREEN
26 GA METAL GALVANIZED 6070 METAL DOOR
DRYLAC 38/80020 JET BLACK
30/30 STUCCO
(CANOPY NOT SHOWN
CAL ARTEK
NAVAJO WHITE 60+/-5
N) SCREEN / FENCE AND
RAINED VINES 12" ABOVE
F ™W- E TW CANOPY ACCENT
TOP OF FOLIPMENT POTATO GATE
PETIBERON
32.4 X 144 |
WEST ELEV
SCALE: 1" = 10 STORF-RONT ALUMINUM FRAMF WITH
LOW-E GLASS
MATERIALS
IED - SIGN 7W X3'H METALLIC SILVER
A
C OFFICE / FLIGHT DECK TUNE PORCELAIN TILE
IONITORING WINDOV • 6070 METAL DOOR
COLOR/STYLE GRAY
•KNOX BOX
STEEL BEAMS-
. SUNBURST WI 2" STUCCO G H TW 26 GA MFTAI GA VANIZED ROOF PROJECTION PUSE ROOF H DRYLAC 38/80020
JET BLACK (N) SCE TRX
GUTTER - TUNNEL EXIT
CLARITY)
ACRYLITE HEATSTOP 3070 METAL DOOR -TRANED UNES TO EXTE
PEAR DARES IGHTS ACRYLIC ROOF PANFI
CLEAR
SLANTED WALL
CONVEYOR TRENCH. MFTA DOOR AND FRAMF Floor Plan
FOOTINGS SCALE: 1" = 10'
CHARCOAL GRAY MATTE
EXTRUTECH PANELS
CONCRETE FILLED NICE TRY
F DOOR BY TOMY WASH STEEL BOLLARDS WHITE (STANDARD COLOR) SCREENED W/ LANDSCAP:
NORTH ELEV SECTION TW POWDER COATED STEEL
RY TOMMY WASH . RA 2001 CAR WASH BUILDING WITH CURVED P.O.S. CANOPIES SCAI F. 1" = 10 § A 6. 16 = 10
A5 - BUILDING FLOOR PLAN & ELEVATIONS TE Rapids EXPRESS pacific rim
CAR WASH
RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun 5912 bolsa ave | ste 212
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 huntinaton beach ca 92649 o 714.840.2100 | f714.840.21.01 | www.pacificrimarchitects.com City of
Orange
LED PATRIOT WALL SCONCE (XPWSS) LED AREA LIGHTS - PATRIOT® (XPT3) Public Works Departm
34-9"
Trash, Recvclables, and Organics (TRO) Estimate Form
BUSINESS NAME:
SERVICE ADDRESS GROSS SO. FI. OF LEASE AREA:
CONTACT PERSON/TITLE:
BUSINESS PHONE NO.:_ F_MAII..
VACHIM PRODUCER
#EMPLOYEES FOOD CONSUMED ON SITE? (YES/NO) MAX. SEATING CAPACITY:
lighting facts Trash: O cubic yards O pounds per week STORAGE Dry Recyclables: • cubic yards • pounds per week
Food Waste: • cubic yards O pounds per week
Green (Yard) Waste: • cubic yards • pounds per week
What type of dry recycling is generated? Mark all that apply.
Paper B3-YARD CONTAINER (3-YARD CONTAINER
• Glass
. 2'-3".
What type of organic waste is generated? Mark all that apply.
Ibs. per week)
Pose sumer sodase lap late scrap or landscaper rebe fo
Other:
If your business is planning to participate in edible food recovery, please identify the organization 11-6" R&R offers a free program in partnership with Abound Food Care. 3'3" 13-4" 7-2112° 12'-101/2 BUSINESS OR FOOD RESCUE ORGANIZATION CITY PHONE NO. Trash Enclosure Plan
ARRA IPES PLE
NOT TO SCALE
ROHS FE CE C eAsta sce from he city tocol to be contary directly to rece s
PRINT NAME AND TITLE DATE
Please direct any questions to:
lake Kaihewalu, CR&R
pen penal dad Far Care
LED-Patriot-Datasheet Pole Mounted 16H (714) 744-5525 1714) 89201 (35 700-9620 10-5" xpws3-datasheet wall pack
*Businesses that fall under AB 341 or AB 1826 may be subject to AB 827 Customer Access to Recycling.
GENERO LOCATION OF
SURE BACKUP POPCORE
6" SCHEDULE 40 SOLID CORE BURIED PVC PIPE
DO NOT Trash Enclosure
SCALE: 1:100
ENTER
- 6* OVERHEAD ALUMINUM TUBING
- 4' LED LIGHT STRAND
6" CI FAN OUT
BACKUP PIPE STUB UP LOCATION
CREVICE VACUUM TOOL
- CLAW VACUUM TOOL
ADJUSTABLE CROSS BARS (11'-16')
— 6" CLEAN OUT
GENERIC CENTRAL VACUUM SYSTEM
NOT TO SCALE CAR WASH BUILDING WITH CURVED P.O.S. CANOPIES atella-Main Orange-16c nin | Mondav lulv 25 202
A6 - VACS, TRASH ENCLOSURE & LIGHTING TEAR PASS pacific rim RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun 5912 bolsa ave | ste 212
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 huntinaton beach ca 92649 o 714.840.2100 | f714.840.21.01 | www.pacificrimarchitects.com
MAINST KATELLAAE
Central Vacuum Front of Building Bicycle and Motorcycle Areas
ELLA AVE
DISCLAIMER:
RENDERS ARE FOR CONCEPTUAL PURPOSES ONLY. REFER TO CAR WASH BUILDING WITH CURVED P.O.S. CANOPIES LANDSCAPE DRAWINGS FOR PLANTING MATERIALS atella-Main-Orange-16c.pln | Monday, July 25, 2022 A7 - CONCEPTUAL RENDERS (1) • Rapids EXPRESS
CAR WASH pacific nice
RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun 5912 bolsa ave | ste 212
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 huntinaton beach ca 92649 o 714.840.2100 | f 714.840.21.01 | www.pacificrimarchitects.com
RENDERS ARE FOR CONCEPTUAL PR
24"7" 30'6" 24"7" 30-6 24'-7"
H TW
(TYP) LED WALL PACK LIGHTI
STORAGE BUILDING
CAR WASH
F
(E) BUS STOP
CANOPY CTRICT IRAI DOCT TW
D
Street Elevation (Main St)
SCALE: 1" = 10'
CAR WASH
PLANTING ELEMENTS HAVE BEEN REMOVED TO EMPHASIZE
EENING
SEE LANDSCAPE PLAN FOR ADDITONAL PLANTING MATERIALS I ANTING PI AN CAR WASH BUILDING WITH CURVED P.O.S. CANOPIE:
atella-Main-Orange-16c.pln | Monday, July 25, 202
A8 - CONCEPTUAL RENDERS (2) Te Rapids EXPRESS pacific rim
CAR WASH
RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun 5912 bolsa ave | ste 212
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 o 714.840.2100 | f714.840.21.01 | www.pacificrimarchitects.com
NO RIGHT TURN
CONTINGENCY PLAN
1. If vehicles are about to block PROW along
Main Street, Car Wash Crew will place delineator
with a sign that says "NOT RIGHT TURN" at the
entrance of the pay lanes.
→ E 2. Vehicular traffic will then be directed to drive into vacuum area, and make "U-Turn".
3. Regular incoming traffic from Katella Ave will
merge into the contingency lane. Any excess
traffic will be routed to the next entrance along
Main Street.
20 Vehicles
in 3-lanes at
4. During contingency, Car Wash Crew will be
Pay Lanes actively rerouting internal traffic.
MAIN
4 Vehicles in
cue before
Contingency
W KATELLA AVE
Queuing Study
SCALE: 1/16" = 1'-0'
WASH BUILDING WITH CURVED P.O.S. CANO
a-Main-Oranae.16c nin | Mondav Julv 25
A9 - QUEUING & CONTINGENCY PLAN Te Rapids EXPRESS
CAR WASH pacific tim
RAPIDS EXPRESS ORANGE-2 architects
Fast • Clean • Fun
1325 W Katella Ave Orange CA 92867 USA | APM# 375-232-17 & 19 o 714.840.2100 | f714.840.21.01| www.pacificrimarchitects.com CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
EARTHWORK QUANTITY ESTIMATE
EXCAVATION (CY) EMBANKMENT (CY)
GENERAL
OVEREX
I TRUST E 2012
NEl WARE MALCOMB CIVIL ENGINEERING & SURVEYING
1711972
CONSTRUCTION NOTES
IN TO EXISTING FEATURE AND ELEVATIC
NEW O" CURB.
@ 173.38
NEW 6" CURB.
RECONSTRUCT
(17407 ES) (01 NEW 6" CURB AND GUTTER.
175.00 TC 174.44 irvine, ca 92618
NEW VALLEY GUTTER.
NEW CURB RAMP
1(7403) NEW ACCESSIBLE STALLS AND SIGNAGE.
NEW CURB TRANSITION
NEW TREET LICHT OPTIONAL DELINEATORS AND STRIPING.
ON PLAN. No. 72588
LEGEND
EXISTING PROPOSED
PROPERTY LINE
---• ---
CURB & GUTTER
MAIN STREET OF WAR MAL COME
10' CONTOUR 5820
2' CONTOUR
STORM INI ET
EFERENCE ONLY FOLIPMENT AND MANHOLE
STORAGE ENCI OSIRE
3.1% STORM DRAIN
ELECTRICAL
- (176.21 FS)
IRRIGATION
FF: 176.20 SANITARY SEWER — SS - SS —
*PAD: 175.20 TELEPHONE
TYP. 03) SWALE
SPOT ELEVATION
POLE LINES AND SLOPE AND DIRECTION
1179.547 BOOK 250 PASE 18B OF DEEDS RAPIDS EXPRESS 1325 W KATELLA AVENUE ORANGE, CA 92867
CONCRETE
-08 (TO BE QUITCLAIMED)
ASPHALT
6.C3RS BUILDING FOOTPRINT
ABBREVIATIONS
TOP OF CURB
I OW POINT FINISHED SIRFACE
177.457C.
175967C
GRADE BREAK FINISHED GRADE
TOP OF WALL RIDGE LINE
FINISH GRADE AT WALL INVERT
1787878 73270 TYR 04
SITE SPECIFIC DATA
P EXISTING TRAFFIC SIGNAL → CURB AND PAVING PROJECT NUMBER
POLE WITH MAST AIGH PROJECT NAM
S89°15'33 E 43.2
PROJECT LOCATION
S47026'33"E 19,79
STRICTURE IN
TREATMENT REQUIRED
VOLUME RASED (CF) FLOW BASED (CFS)
FOR ADA COMPLANG 117553) O PEAK BYPASS REQUIRED (CFS) - IF APPUCABLE PER CITY STD. 115 PRELIMINARY GRADING PLAN
BILE? PIPE
INLET PIPE 2
OUTLET PIP.
PRETREATMENT BIOFILTRATION I DISCHARGE
RIM ELEVATION
KATELLA AVENUE SURFACE IOAR PEnESTRIAN
FRAME & COVER [OPEN PLANTER |
NOTES:
*PRELIMINARY NOT FOR CONSTRUCTION
*NOTE: SITE SPECIFIC DATA TABLE TO BE COMPLETED WM PA / PM: L.CORSBIE
MAN ECOS
811
C1.0
‹now what's below.
SCALE: 1"= 20'
Call 811 before you dig
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 190 190
WARE MALCOMB CIVIL ENGINEERING & SURVEYING
NEW BUILDING EXISTING CURB
/ NEW CURB NEW PLANTING AREA - 180
FF: 176.2
AD: 175.2
-NEW CURB
COUTTER
170 170
INCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIO 10+00 11÷00 11+50 12+00 12+50
SECTION A-A
irvine, ca 92618 waremalcomb.com
190 190
No. 72588
180 NEW SHONO ND GUTTEI 180
1 8. STRM EASIENT SNOUT CURE
1000
170
NEW VALLEY BEARSEO
- NEW CURE
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
SECTION B-B
RAPIDS EXPRESS 1325 W KATELLA AVENUE ORANGE, CA 92867
REMARKS
W: IRV 21140151001CiviCADISheets\Preliminary/IRV21-4015_Preliminary Grading Plan.dwg 10/25/20218:22 AM BUNDHEIMER 1:1 AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON A PRELIMINARY GRADING PLAN L.CORSBIE
M.GALLEGOS
C2.0
2 of 4
CAUTION: IF THIS SHEET IS NOT 24"×36" IT IS A REDUCED PRINT
STORM DRAIN CONSTRUCTION NOTES
(01) NEW STORM DRAIN LINE SLOPED AT 0.5% MIN.
02) NEW TRENCH DRAIN.
(03 ) NEW CURB DRAIN WARE MALCOMB CIVIL ENGINEERING & SURVEYING 04) NEW GRATED INLET WITH LOCAL DEPRESSION.
(05 NEW BIOFILTRATION BMP
NEW SIORM DRAIN LIF I STATION.
(+157.7) A. P.N. 375-232-18
PROTHERO & FAMILY LLC)
(7 TER PER CITY OF
ORANGE STANDARD PLAN NO. 310.
SEWER CONSTRUCTION NOTES
017571 M rvine, ca 92618
NEW 4" SEWER LINE SLOPED AT 2% MIN
NEW SEWER CLEANOUT.
173.73 T COD
1740(OA 103 CONNECT TO EXISTING SEWER LATERAL
NEW BUILDING POINT OF CONNECTION
WAIER NO ES
NNECTION. EXTEND SERVICE TO NE
No. 72588
BACKFLOW AS REQUIRED.
04(02)18200 NEW BUILDING POINT OF CONNECTION.
MAIN STREET
APPROVED BACKFION
NEW IRRIGATION POINT OF CONNECTION.
EXISTING AIR VẶC
LEGEND
EX STING PROPOSED
PROPERTY LINE - - -
EASEMENT
CURB & GUTTER
10' CONTOUR
2' CONTOUR
RAPIDS EXPRESS 1325 W KATELLA AVENUE ORANGE, CA 92867
STORM INLET
MANHOLE
STORM DRAIN
FI ECTRICAI
FIBER OPTIC
REUSE EXISTING FIRE GAS
03 175
IRRIGATION - IRR—
SANITARY SEWER
TELEPHONE
02) 175.92 WATER
SWALE
SPOT ELEVATION XX.XX
SLOPE AND DIRECTION x.x%
CONCRETE
RIII DING FOOTPRINT
ABBREVIATIONS
HIGH PONT TOP OF CURB
EXISTING PUBLIC HYDRANT FINISHED SURFACE
PLANTER AREA FLOW LINE PRELIMINARY UTILITY PLAN
GRADF BRFAK FINISHED GRADE
TOP OF WALL RIDGE LINE
FINISH GRADE AT WALL INVERT
KATELLA AVENUE
WM PA / PM: L.CORSBIE
DESIGNED: MCAl ECOS
3/16/22
C3.0
3 of
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT KEY
IMPERVIUUS AREA
BUILDING IMPERVIOUS AREA
PERVIOUS AREA
AM TRUTH 2012.
DEVELOPMENT CATEGORY WARE MALCOMB CIVIL ENGINEERING & SURVEYING
DMA BUUNDARY
SIGNIFICANT REDEVELOPMENT OF MORE THAN 5,000 SF ON AN
ALREADY DEVELOPED SITE
ROW LIMIT OF WORK
SURFACE FLOW PATH LAND USE
ONING: C-R (COMMERCIAL RECREATION'
NOOSURE S2
PIPE FLOW PATH
HCOCs MITIGATION
STORM DRAIN
HYDROMODIFICATO IMPACT IN AN AREA THAT IS SUSCEPTIBLE TO NON-STRUCTURAL SOURCE CONTROL BMPS: SOIL TYPE
YDROLOGIC SOIL GROUP B
MWS-L-8-8 B1O-7 EDMAS NOT SHOWERTY OWNERS, TENANTS, AND OCCUPANTS ON STORMWATER INFILTRATION FEASIBILITY irvine, ca 92618
(N2) ACTIVITY RESTRICTION TRATION IS NOT FEASIBLE DUE TO LIQUEFACTION POTENTIAL. 10 edelman p 949.660.9128 (N3 LANDSCAPE MANAGEMENT BMP'S. DETERMINATION OF DCV:
-CATCH MAST TOTAL IMPERVIOUS AREA CREATED AND/OR REPLACED: 41,283 SF BASIN
NA BMP MAINTENANCE - NOT SHOWN, APPLIES TO ALL BMP'S
N5 TITLE 22 CCR COMPLIANCE - NOT SHOWN, APPLIES TO WHOLE SITE 'HE PROJECT CREATES/REPLACES MORE THAN 50% OF THE EXISTING IMPERVIOU N9 HAZARDOUS MATERIALS DISCLOSURE COMPLICANCE- NOT SHOWN, APPLIES TO REA. THEREFORE, LID BMPS SHOULD BE SIZED TO MITIGATE THE ENTIRE SITE
WHOLE SITE
N1g UNIFORM FIRE CODE IMPLEMENTATION - NOT SHOWN, APPLIES TO WHOLE SITE DC UNLESS) INCHES) X ALAC) 43,560 (SF/AC) X 1/12(FTIN) No. 72588
I COMMON AREA LITTER CONTROL - NOT SHOWN, APPLIES TO WHOLE SITE 0 8S INCHES FIGURE (1: ANGE COUNTY RAINFALL ZONES MAP)
4.00' EASEMENT N12 EMPLOYEE TRAINING - NOT SHOWN, APPLIES TO WHOLE SITE
GROUND VIA COMMON AREA CATCH BASIN INSPECTION
= 48,298 SF = 1.109 ACRES
LINES
N15 STREET SWEEPING OF PRIVATE STREETS AND PARKING LOTS A TON 400-48 = 41,0115 = 1.098 ALRE
MAIN STREET CATCHES
STRUCTURAL SOURCE CONTROL BMPS: DCV = (0.790)X (0.85 IN) (1.098 ACRES) (43,560 SF/ACRES) X (1/12/FT) = 2,676 CU-FT ST STORM DRAIN STENCILING AND SIGNAGE HOWEVER, THE PROJECT PROPOSES FLOW-BASED BIOTREATMENT BMPS. (S2) OUTDOOR MATERIAL STORAGE WORKSHEET D: CAPTURE EFFICIENCY METHOD FOR S3) TRASH AND WASTE STORAGE FLOW-BASED BMPS:
N3 SA
SA) EFFICIENT IRRIGATION ODESIGN(CFS) = C(UNITLESS) X DESIGN(IN/HR) XA(AC) S VEHICLE WASH AREA VEERUNOFF COEFFICIENT = 0.790
BIOTREATMENT CONTROL BMPS: A S AREA = 1.098 ACRES
DMA 1
BIO-7 PROPRIETARY BIOTREATMENT DeSON 1.098 AC XO.2625 (INHIR) 0.790 = 0.228 CFS
L FOR POLES AND
MWS L-8-8 HAS A TREATMENT FLOW RATE OF 0.231 CFS.
RAPIDS EXPRESS 1325 W KATELLA AVENUE ORANGE, CA 92867
SITE SPECIFIC DATA
VEGETATION-
ESTABU SAMENT
VOLUME BASED (CF)
PEAK BYPASS REQUIRED (CFS) - IF APPLICABLI
PIPE DAT
INLET PIPE 1
INIET PIPE 2
OUTLET PIPE
PRETREAMENT BOFILTRATION DISCHARGE
DUCATINE ISST AND VISU
DRAIN DOWN LIN SEE NO PISE
PLAN VIEN
INSTALLATION NOTES
KATELLA AVENUE TE IN
RIGHT END VEN
WM ELEVATION VIEW
M.GALLEGOS
10_25.2021
FATMENT FLOW (CES
TMENT LOADING RATE (GPM/SF)
MWS-L-8-8-V C4.0
, ean STORMWATER BIOFILTRATION SYSTEM
STANDARD DETAIL