|
SCALE: NTS1STORM DRAIN RISER DIAGRAM - WEST TOWER
<br />L1 - WEST
<br />L6 - WEST
<br />L7 - WEST
<br />L5 - WEST
<br />L4 - WEST
<br />L3 - WEST
<br />L2 - WEST
<br />GENERAL NOTES:
<br />1. ALL PIPING SLOPE AT 1% UNLESS OTHERWISE SPECIFIED.
<br />2. SD PIPING, SEE CIVIL DWGS. FOR CONTINUATION.
<br />3. OD PIPING TERMINATE TO EXTERIOR WALL AT 12" ABOVE FINISH GRADE.
<br />PROVIDE DOWNSPOUT COVER PER ARCHITECT'S
<br />SPECS.
<br />4. STORM DRAIN PIPING SYSTEM SHALL BE SIZED BASED ON 2-INCHES
<br />RAINFALL RATE PER HOUR PER LOCAL
<br />ORDINANCE.
<br />L9 - WEST
<br />L8 - WEST
<br />L10 - WEST
<br />L11 - WEST
<br />L12 - WEST
<br />L13 - WEST
<br />L14- WEST
<br />L15 - WEST
<br />TOP ROOF - WEST
<br />6"OD-1
<br />(5,000 SF)
<br />6"RD-1
<br />(5,000 SF)
<br />6"OD-1
<br />(5,000 SF)
<br />6"RD-1
<br />(5,000 SF)
<br />6"RD-1
<br />(2,100 SF)
<br />6"OD-1
<br />(2,100 SF)
<br />LP1 - WEST
<br />SEE CIVIL DWGS FOR
<br />CONT.
<br />4'x4'x9' SP PIT
<br />SP-1,2
<br />4"ED-14"ED-1
<br />L1 - WEST
<br />L6 - WEST
<br />L7 - WEST
<br />L5 - WEST
<br />L4 - WEST
<br />L3 - WEST
<br />L2 - WEST
<br />L9 - WEST
<br />L8 - WEST
<br />L10 - WEST
<br />L11 - WEST
<br />L12 - WEST
<br />L13 - WEST
<br />L14- WEST
<br />L15 - WEST
<br />TOP ROOF - WEST
<br />LP1 - WEST
<br />6"OD-1
<br />(4,550 SF)
<br />6"RD-1
<br />(4,550 SF)
<br />ROOF - WESTROOF - WEST
<br />4"RD-1
<br />(700 SF)
<br />4"OD-1
<br />(700 SF)
<br />4"RD-1
<br />(700 SF)
<br />4"OD-1
<br />(700 SF)
<br />4"RD-1
<br />(700 SF)
<br />4"OD-1
<br />(700 SF)
<br />4"RD-1
<br />(750 SF)
<br />4"OD-1
<br />(750 SF)
<br />3" SD CONT. TO PLANTER
<br />DRAIN. REFER TO
<br />LANDSCAPING DRAWINGS
<br />FOR PLANTER DRAIN
<br />LOCATIONS.
<br />6"OD (2,850 SF)
<br />6"SD (2,850 SF)
<br />4"OD (2,150 SF)
<br />4"SD (2,150 SF)
<br />6"OD (4,950 SF)
<br />6"SD (4,950 SF)
<br />6"OD (10,000 SF)
<br />6"SD (10,000 SF)
<br />3" SD CONT. TO PLANTER DRAIN.
<br />REFER TO LANDSCAPING
<br />DRAWINGS FOR PLANTER DRAIN
<br />LOCATIONS. (TYP. ALL
<br />CONTINUATIONS ON THIS BRANCH.)
<br />4"RD-1
<br />(2,000 SF)
<br />4"OD-1
<br />(2,000 SF)
<br />4"RD-1
<br />(2,000 SF)
<br />4"OD-1
<br />(2,000 SF)
<br />4"RD-1
<br />(350 SF)
<br />4"OD-1
<br />(350 SF)
<br />3" SD4"RD-1
<br />(350 SF)
<br />4"OD-1
<br />(350 SF)
<br />3" SD4"RD-1
<br />(300 SF)
<br />4"OD-1
<br />(300 SF)
<br />3" SD4"RD-1
<br />(350 SF)
<br />4"OD-1
<br />(350 SF)
<br />3" SD4"RD-1
<br />(350 SF)
<br />4"OD-1
<br />(350 SF)
<br />3" SD4"RD-1
<br />(300 SF)
<br />4"OD-1
<br />(350 SF)
<br />3" SD4"RD-1
<br />(850 SF)
<br />4"OD-1
<br />(850 SF)
<br />3" SD
<br />4"OD (2,150 SF)
<br />4"SD (2,150 SF)
<br />6"OD (4,150 SF)
<br />6"SD (4,150 SF)6"SD (6,150 SF)
<br />6"OD (6,150 SF)
<br />4"RD-1
<br />(1,300 SF)
<br />4"OD-1
<br />(1,300 SF)
<br />4"SD (2,150 SF)
<br />4"OD (2,150 SF)
<br />4"RD-1
<br />(850 SF)
<br />4"OD-1
<br />(850 SF)
<br />4"RD-1
<br />(800 SF)
<br />4"OD-1
<br />(800 SF)
<br />3" SD CONT. TO PLANTER
<br />DRAIN. REFER TO
<br />LANDSCAPING DRAWINGS FOR
<br />PLANTER DRAIN LOCATIONS.
<br />4"RD-1
<br />(1050 SF)
<br />4"OD-1
<br />(1050 SF)
<br />3" SD CONT. TO PLANTER
<br />DRAIN. REFER TO
<br />LANDSCAPING DRAWINGS FOR
<br />PLANTER DRAIN LOCATIONS.
<br />6"SD (6,400 SF)
<br />6"OD (6,400 SF)
<br />4"ED-1
<br />4"SD
<br />4"ED-1
<br />4"ED-1
<br />4"ED-1
<br />4"ED-1
<br />4"ED-1
<br />4"ED-1
<br />4"ED-1
<br />4"ED-1
<br />4"ED-1
<br />4"SD8"SD (14,950 SF)TD-1
<br />(150 SF)
<br />TD-1
<br />(150 SF)
<br />3"SD (150 SF) 3"SD (300 SF)
<br />6"SD (8,550 SF)
<br />TD-1
<br />(0 SF)3"SD 4"SD 4"SD
<br />4"SSD AT 25 GPM
<br />FOR CONT. SEE WATER
<br />PROOFING DRAWINGS
<br />TD-1
<br />(150 SF)
<br />TD-1
<br />(150 SF)
<br />3"SD (150 SF) 3"SD (300 SF)
<br />3"SD
<br />2"PD
<br />4"SD8"SD (15,250 SF) 8"SD (15,550 SF)8"SD (15,250 SF)10"SD (24,100 SF)10"SD (30,250 SF)
<br />4"AD-1
<br />10"SD (24,100 SF)
<br />6"OD (8,550 SF)
<br />6"DSN-1 6"DSN-1
<br />8"OD (14,950 SF)
<br />8"DSN-1
<br />4"V (GOOSE NECK TERMINATION IN CEILING SPACE)
<br />© Gensler
<br />Date Description
<br />Project Name
<br />Project Number
<br />Description
<br />Scale
<br />Seal / Signature
<br />2015
<br />NOT FOR
<br />CONSTRUCTION
<br />Tel 949.863.9434
<br />Fax 949-553-1676
<br />4675 MacArthur Court
<br />Suite 100
<br />Newport Beach, CA
<br />92600
<br />USA
<br />Job No.:
<br />Contact:
<br />www.glumac.com
<br />18200 Von Karman Ave., Suite 100
<br />Irvine, CA 92612
<br />T. 949.833.8190
<br />6/12/2024 7:40:11 PM
<br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt
<br />R1-P5.21
<br />STORM RISER DIAGRAM
<br />21US00608
<br />3rd & Broadway West
<br />1103 North Broadway
<br />Santa Ana, CA 92701
<br />21US00608
<br />Checker
<br />1 9/21/2021 REISSUE FOR PLAN CHECK
<br />2 01/18/2022 REISSUE FOR PLAN CHECK
<br />4 06/17/2024 REVISION TO PERMIT
<br />4
<br />EOR: SEAN AGUON
<br />LIC#: M41274
<br />10/11/2024
|