HomeMy WebLinkAbout2020 CASSIA RD; ; AS060230; Permit11/3/2020 AS060230 Permit Data
City of Carlsbad
Sprinkler Permit
Job Address: 2020 CASSIA RD
Permit Type: • SPRINK
Parcel No: 2150202600
Lot #: 0
Reference No.:
Permit No: AS060230
Status: ISSUED
Applied 9/22/2006
Approved: 9/27/2006
Issued: 9/27/2006
PC #: Inspector:
Project Title: O'DAY MEDICAL OFFICE BLDG. UNDGR FIRE SPRINKLER PLAN
CHECK & INSPECTIONS
Applicant: Owner:
FRANZ-YUT ELCAMINO REAL L L C
2710 LOKER AVE W #100
CARLSBAD CA
Fees ($) Add'l Fees ($) Total ($) Balance($) 1
400 0 400 0
TRENCH WIDTH AT TOP OF TRENCH
NOT LIMITED
TOP OF BACKFILL TO BE SAME
\ AS ORIGINAL GROUND AND MATCH
ADJACENT UNDISTURBED GROUND
-
* ..• -. . s..•• • • 4
0.
WIDTH
S .•••.• ••/. . S I.• ' •.-...i•.: •. •..••. .
..• . .: • •.. . • .. ..• -. . I .e. . .. .. ••.- • ...........
a I.
-: .:• .. .•. ..•
••
TOP OF PIPE -
PIPE SPRINGLINE
ZONE
BEDDING
Li Lii -Jo. co 0
Lii
0 01ii
o X <U) L) o
O()
-I- I.- —Lii
— I.-
0
U z (.4 Li
• I- —
(1)
BACKFILL TRENCH
ZONE WITH NATIVE
EARTH BACKFILL OR
IMPORTED MATERIAL
MARKING TAPE
BACKFILL PIPE BASE
AND PIPE ZONE WITH
IMPORTED SAND
HAUNCHING
A PIPE OD_ A U -* .- -
TRENCH WIDTH IN PIPE ZONE
LIMITED
A
PIPE DIAMETER MIN. MAX.
1" THROUGH 8" 6" 9" io THROUGH 16" 8" - 12- 18" THROUGH 24" 10" 18" 27" THROUGH 36" 12" 24"
NO SCALE I
1 BEDDING MATERIAL
SECT02223
REVflAPPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT
— - - - -- 6-04
___TYPICAL TRENCH SECTION CITY ENGINEER DATE
STANDARD DWG. NO. W 2
I
REINFORCING Jr FITTING OR COUPLING. CAP.
STEEL DETAIL.
39to MAX. I (0
(RIGID PIPE) ,J J-4f AIliNG O.D.
-- çrfl - J NO.4BAR ______ I fli (2EA.TYP.)
END CAP BLOCK.
Til
)A=111/4221/2'.
TEE (TOP VIEW). VERTICAL BEND.
MIJN
_____ o
14
TII II I
HORIZONTAL & TEE (SIDE VIEW
VERTICAL BEND.
3. CONCRETE SHALL BE 6 SACK, (3250 P.S.I.).
A MIN. 3 DAY CURING TIME BEFORE KIflT[C. NOTES: U. HYDROSTATIC TEST.
1. FITTINGS SHALL BE DUCTILE IRON FOR 4. SEE DWG'S. NO. 17 & 18 FOR REDUCER,
D.I.P. & P.V.C.; CAST IRON FOR A.C.P. PLUG, & BUTTERFLY VALVE THRUST
(CEMENT LINED SHORT BODY). BLOCKS.
2. FOR A.C. PIPE A MIN. 3'-3 TO A 6'-6" MAX. 5. ENGINEER TO PROVIDE CALCULATIONS FOR
LENGTH INTO AND OUT OF ALL FITTINGS. THRUST/ANCHOR BLOCK SIZE.
ITEM DESCRIPTION SPEC/DWG
1 CONCRETE. _THRUST _BLOCK. _(560-C--3250)
2 POLYETHYLENE.. WRAP..
3 NO. 4 REINFORCING STEEL.
4 VALVE BOX ASSEMBLY.
5 1 FL X RI OR FL X MJ GATE VALVE.
REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT CI 6-04
CONCRETE THRUST BLOCKS ciTy ENGINEER DATE
STANDARD DWG NO W15 FOR NON-RESTRAINED JOINTS
GATE VALVE 1 CHECK'VALVE 1
3 CHECK' VALVE 2
_ - - GATE VALVE 2
IBY SECTION PASS METER w/ DOUBLE CHECK VALVE
PUBLIC PRIVATE BY PASS
t/11/VAtX
PIPING
2
PER PLAN. i', MIN. 4 L..8 MIN.(TYP.)
3 MAX. LL. 1-'-FIN. CR.
IL :.. :.':. .• •. ••
moo, 6 .'..
PLAN
4 5
CONSUMERS RESPONSIBILITY rTHIS DRAWING SHOWS MINIMUM REQUIREMENTS
BY CMWD FOR THE DDCV ASSEMBLY. MODIFICATIONS
MAY BE REQUIRED FOR FIRE MARSHAL'S APPROVAL
ITEM DESCRIPTION SPEC/DWG
1 APPROVED DOUBLE CHECK VALVE AND DETECTOR ASSEMBLY.
2 FL. BEND TEE _90_ _OR_ _WITH _HOSE_FITTiNGS
2A DEPENDING ON THE PIPELINE MATERIAL SHOWN ON PLANS, 90 BEND
CAN .BE FLXPO OR FLXMI
3 4 INCH _THICK _CONCRETE _PAD _(2000_PSI),.__-
4 FL. 10 CA CML&C C-150 STEEL SPOOL WTH S.O.W.O. FLANGE.
5 THRUST _BLOCKING _(3250_PSI)._560-C-3250
6 POLYETHYLENE WRAP
7 6" MINIMUM DIAMETER - REDUCE DIAMETER IN RISER, ABOVE FINISH
GRADE WHEN NECESSARY.
REV. APPROVED DATE 'CARLSBAD MUNICIPAL WATER DISTRICT -
- -- 6-04
ABOVE GROUND DOUBLE CITY ENGINEER DATE
STANDARD DWG. NO. W22 CHECK VALVE DETECTOR ASSEMBLY