CAFE+/-3,470 SFLOBBY+/-1,600 SF
DOG WASHBIKE STOR+/-1,250 SF
RESENTRY HOTELCITYENTRYRES LOBBY+/-2,000 SF
TRASHLOADING+/-830 SFSTORAGESTORAGE
20'23'-6"
HOTEL DROP-OFF
BIKEaccess gateaccess gate
WP1BIKESTORAGERESTAURANTLOADINGRAMPRAMP
RAMPRAMP
RAMP
STOP
DCDADCDA
DCDA
STOP
E SANTA FE AVE
S POMONA AVE.
B~
A~
B~
C~ C~
A~
SSSSSSSSSS
SSSSS
SSSSSS SSSSS
SSS
WWWWWWWWWWWWWWWWW
WWWWWWWWWW
LOADINGZONEEXIT ONLY
APPBASEDZONE
STOPSTOP
STOPSTOPCLCL
POMONA AVENUESANTA FE AVENUE
RR RPROPOSEDRES-LOBBYFF=163.95TEGBGBGB
GBGB
E SANTA FE AVE
PROP. MODULARWETLANDSMWS-L-4-6-VPROP. MODULARWETLANDSMWS-L-4-15-CPROP. MODULARWETLANDSMWS-L-4-8-C 1 1
1 2
2 2
3 3
4 5
6 5
6 5
6 6
7 7
10 11
12 2
2 4
4 13
13 14
15GBRR
GB
R
PROP. MODULAR WETLANDSMWS-L-4-8-VPROP. MODULAR WETLANDSMWS-L-4-13-V RR 5 13
6 9
9 4
4 8
15 15
16 17
17 17
17 18
18 18
19 18
19 19
19 19
18 20
PROP. 8"FIRE SERVICEFOR HOTELPROP. 6"FIRE SERVICEFOR PARKINGPROP. 8" FIRESERVICE FORRES. UNITSPROP. 6"SEWER SERVICEFOR HOTELPROP. 6" SEWERSERVICE FORRES. UNITS
EXISTINGPLATFORMEXISTINGBUILDINGEXISTING FULLERTONTRAIN STATIONBUILDING
EXISTINGBUS DEPOT
21 21
21 PROP. MODULARWETLANDSMWS-L-4-4-V
17 17
22 22
4 4
4 PROPOSEDHOTEL-BUILDINGFF=165.50
PARCEL 3
PARCEL 1PARCEL 2
PRELIMINARY GRADING PLANT044
GRADING CONSTRUCTION NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
3156 E LA PALMA AVE - SUITE JANAHEIM, CA 92806 OF
PLUMP ENGINEERING INC.914 E. KATELLA AVENUEANAHEIM, CALIFORNIA 92805(714) 385-1835, FAX (714) 385-1834CONSULTING ENGINEERS INCIVIL, SURVEYING, ARCHITECTURALAND STRUCTURAL ENGINEERING6 NEW CONSTRUCTIONFULLERTON TRANSPORTATION CENTER HOTEL120 E SANTA FE AVESHEET TITLE:
SCALE:60' 20'020'40'1" = 20'DATE:5/24/2023
CLCL
POMONA AVENUESANTA FE AVENUECL
CL
STOP
18109
16 15
17 2 CAFE+/-3,470 SFLOBBY+/-1,600 SF
DOG WASHBIKE STOR+/-1,250 SF
RESENTRY HOTELCITYENTRYRES LOBBY+/-2,000 SF
TRASHLOADING+/-830 SFMECH 9 x 199 x 199 x 199 x 199 x 199 x 19 9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 9 x 19 9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 27 STORAGESTORAGE
9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 RES.CITY
comp9 x 16comp9 x 16comp9 x 16comp9 x 16comp9 x 16 9 x 19 9 x 199 x 19
20'23'-6"
comp9 x 16comp9 x 16
HOTEL DROP-OFF
BIKE
2 9 x 19
9 x 19
comp9 x 16
9 x 19
access gateaccess gate
WP1
9 x 19comp9 x 16
BIKESTORAGE
EVEVEVEVEVEVEVEVEV
RESTAURANTLOADINGEV
RAMPRAMP
RAMPRAMP
RAMP
CL
CL
STOP
DCDADCDA
DCDA
S POMONA AVE.
E SANTA FE AVE
E SANTA FE AVE
EXISTINGBUILDINGEXISTING FULLERTONTRAIN STATIONBUILDING PROPOSEDHOTEL-BUILDINGFF=165.50PROPOSEDRES-LOBBYFF=163.95 EXISTINGPLATFORM18109
16 15
17 2 CAFE+/-3,470 SFLOBBY+/-1,600 SF
DOG WASHBIKE STOR+/-1,250 SF
RESENTRY HOTELCITYENTRYRES LOBBY+/-2,000 SF
TRASHLOADING+/-830 SFMECH 9 x 199 x 199 x 199 x 199 x 199 x 19 9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 9 x 19 9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 27 STORAGESTORAGE
9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 9 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 199 x 19 RES.CITY
comp9 x 16comp9 x 16comp9 x 16comp9 x 16comp9 x 16 9 x 19 9 x 199 x 19
20'23'-6"
comp9 x 16comp9 x 16
HOTEL DROP-OFF
BIKE
2 9 x 19
9 x 19
comp9 x 16
9 x 19
access gateaccess gate
WP1
9 x 19comp9 x 16
BIKESTORAGE
EVEVEVEVEVEVEVEVEV
RESTAURANTLOADINGEV
RAMPRAMP
RAMPRAMP
RAMP
CL
CL
STOP
DCDADCDA
DCDA
RR RGBGBGB
GBGB
GBRR
GB
R
RR
DMA-112,096 SF0.28 acDMA-229,024 SF0.67 acDMA-312,628 SF0.29 acDMA-526,732 SF0.61 acDMA-421,876 SF0.50 acDMA-64,725 SF0.11 ac BIO7 BIO7BIO7 SD12SD10SD12SD10
SD12SD10SD12SD10
SD32 BIO7BIO7
BIO7
LEGEND:EXISTING FLOW DIRECTIONDMA BOUNDARYDMA-XX,XXX SFXX.XX acDMA INFORMATIONPROPOSED FLOW DIRECTIONSOURCE CONTROL BMP'S:SITE DESIGN & LANDSCAPE PLANNINGEFFICIENT IRRIGATIONTRASH ENCLOSURENON STRUCTURAL CONTROL BMP'S:EDUCATION FOR PROPERTY OWNERS,TENANTS AND OCCUPANTS (ENTIRE SITE)TREATMENT CONTROL BMP'S:PROPRIETARY BIOTREATMENT - MODULAR WETLANDSBIO7 SD32SD10
N4SD12
AC PAVEMENTPAVERS/STAMP CONCRETELANDSCAPE
3156 E LA PALMA AVE - SUITE JANAHEIM, CA 92806 OF
PLUMP ENGINEERING INC.914 E. KATELLA AVENUEANAHEIM, CALIFORNIA 92805(714) 385-1835, FAX (714) 385-1834CONSULTING ENGINEERS INCIVIL, SURVEYING, ARCHITECTURALAND STRUCTURAL ENGINEERING3 NEW CONSTRUCTIONFULLERTON TRANSPORTATION CENTER HOTEL120 E SANTA FE AVESHEET TITLE:
SCALE:60' 20'020'40'1" = 20'DATE:5/24/2023
DMA-1:Q design=(C x i design x A)i design= 0.238 in/hrA= 0.43 ACC=(0.75 x imp) + 0.15 = (0.75 x 1.0) + 0.15 = 0.9Q=(0.9 x 0.238 x 0.43) = 0.091 CFSNOTE:THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OCTECHNICAL GUIDE DOCUMENT IS 0.091 CFS. THE DESIGNPROVIDED MODULAR WETLAND (MWS-L-4-8) THAT HASTREATMENT CAPACITY FLOW RATE OF 0.115 CFS, THEREFORETHE DESIGN MEETS THE REQUIREMENTS.DMA-2:Q design=(C x i design x A)i design= 0.241 in/hrA= 0.73 ACC=(0.75 x imp) + 0.15 = (0.75 x 0.9) + 0.15 = 0.825Q=(0.825 x 0.241 x 0.73) = 0.146 CFSNOTE:THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OCTECHNICAL GUIDE DOCUMENT IS 0.146 CFS. THE DESIGNPROVIDED MODULAR WETLAND (MWS-L-4-15) THAT HASTREATMENT CAPACITY FLOW RATE OF 0.175 CFS, THEREFORETHE DESIGN MEETS THE REQUIREMENTS.DMA-3:Q design=(C x i design x A)i design= 0.227 in/hrA= 0.29 ACC=(0.75 x imp) + 0.15 = (0.75 x 1.0) + 0.15 = 0.9Q=(0.9 x 0.227 x 0.29) = 0.059 CFSNOTE:THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OCTECHNICAL GUIDE DOCUMENT IS 0.059 CFS. THE DESIGNPROVIDED MODULAR WETLAND (MWS-L-4-6) THAT HASTREATMENT CAPACITY FLOW RATE OF 0.073 CFS, THEREFORETHE DESIGN MEETS THE REQUIREMENTS.DMA-4:Q design=(C x i design x A)i design= 0.232 in/hrA= 0.50 ACC=(0.75 x imp) + 0.15 = (0.75 x 1.0) + 0.15 = 0.9Q=(0.9 x 0.232 x 0.50) = 0.105 CFSNOTE:THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OCTECHNICAL GUIDE DOCUMENT IS 0.105 CFS. THE DESIGNPROVIDED MODULAR WETLAND (MWS-L-4-8) THAT HASTREATMENT CAPACITY FLOW RATE OF 0.115 CFS, THEREFORETHE DESIGN MEETS THE REQUIREMENTS.DMA-5:Q design=(C x i design x A)i design= 0.232 in/hrA= 0.61 ACC=(0.75 x imp) + 0.15 = (0.75 x 1.0) + 0.15 = 0.9Q=(0.9 x 0.232 x 0.61) = 0.128 CFSNOTE:THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OCTECHNICAL GUIDE DOCUMENT IS 0.128 CFS. THE DESIGNPROVIDED MODULAR WETLAND (MWS-L-4-13) THAT HASTREATMENT CAPACITY FLOW RATE OF 0.144 CFS, THEREFORETHE DESIGN MEETS THE REQUIREMENTS.
PRELIMINARY WQMP PLANT055
DMA-6:Q design=(C x i design x A)i design= 0.256 in/hrA= 0.11 ACC=(0.75 x imp) + 0.15 = (0.75 x 1.0) + 0.15 = 0.9Q=(0.9 x 0.256 x 0.11) = 0.025 CFSNOTE:THE MINIMUM TREATMENT CAPACITY FLOW RATE PER OCTECHNICAL GUIDE DOCUMENT IS 0.256 CFS. THE DESIGNPROVIDED MODULAR WETLAND (MWS-L-4-4) THAT HASTREATMENT CAPACITY FLOW RATE OF 0.052 CFS, THEREFORETHE DESIGN MEETS THE REQUIREMENTS. 6 165160155150
170175
165160155150
170175
PROP.CURB & GUTTERPROP.CURB & GUTTERPROP.AC/AB PAVEMENTPROP.LANDSCAPE AREAPROP.CURB & GUTTER PROP.AC/AB PAVEMENT
PROP.V-GUTTERPROP.AC/AB PAVEMENTPROP.CURBPROP.CONCRETE WALKWAYPROP.LANDSCAPE AREAPROP.CONCRETE WALKWAY PROPOSEDHOTEL-BUILDINGFF=165.50
EX.⅊
PROP. HOTEL BLDG.SUBTERRANEANPARKING
PROP. HOTEL BLDG.GROUND FLOORPROP. HOTEL BLDG.2ND FLOOR0.6' 411.3'17.1'8.0'7.0'53.0'4.0'199.6'19.6'21.9' PROP. WALL SUBDRAIN TIETO STORM DRAIN LINE
165160155150
170175180
165160155150
170175180
PROP.GRIND & OVERLAYPROP.CURB & GUTTERPROP.CONCRETE WALKWAY
18.0'5.1'6.9'9.4'118.7' SANTA FEAVENUE℄EX.R/W
PROP. HOTEL BLDG.SUBTERRANEANPARKINGPROP. HOTEL BLDG.GROUND FLOORPROP. HOTEL BLDG.2ND FLOOR PROP.WALL SUBDRAIN CONNECTTO STORM DRAIN LINE
165160165160
PROP.GRIND & OVERLAY
PROP.BUS STOPPROP.CONCRETE WALKWAYPROP.LANDSCAPE AREAPROP.CURB PROP.AC/AB PAVEMENT
PROP.LANDSCAPEPROP.CURB & GUTTER
PROP.AC/AB PAVEMENT
PROP.CURB
PROP.CURB & GUTTER12.0'14.0'4.0'5.0'63.0'5.0'28.0' SANTA FEAVENUE℄EX.R/W4.0' SECTION A-AHORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4' 3156 E LA PALMA AVE - SUITE JANAHEIM, CA 92806 OF
PLUMP ENGINEERING INC.914 E. KATELLA AVENUEANAHEIM, CALIFORNIA 92805(714) 385-1835, FAX (714) 385-1834CONSULTING ENGINEERS INCIVIL, SURVEYING, ARCHITECTURALAND STRUCTURAL ENGINEERING3 NEW CONSTRUCTIONFULLERTON TRANSPORTATION CENTER HOTEL120 E SANTA FE AVESHEET TITLE:
DATE:5/24/2023
SECTION B-BSCALE: 1" = 5'
SECTION C-CSCALE: 1" = 5'
PRELIMINARY SITE SECTIONST066 6