NOTES: 1. FOOTINGS ARE REQUIRED 5' DEPTH FOR FORM TUBES. FOOTING MUST BE TIED INTO REBAR. 2. MINIMUM SPACE BETWEEN BUILDING AND TRANSFORMER 3FT IF BUILDING HAS 2HR RATED FIREWALL.
1'-0"
5'-6"
3" CLR. (TYP.)
1'-0"
S2
1 SP. @ 6" ~ #4
6 SP. @ 12" ~ #4
1 SP. @ 6" ~ #4 3" CLR. (TYP.)
B2 (TYP.)
5 SP. @ 12" ~ #4
1'-6" 2'-6"
REV. 0
DATE
DESCRIPTION
02/06/2025
BY TK
4. CONSULT CCEC FOR CONDUIT SIZE AND NUMBERS. 5. ALL EXPOSED CONCRETE EDGES TO HAVE 3 4" CHAMFER. 6. TRANSFORMER PAD CONCRETE COMPRESSIVE STRENGTH TO BE 4,500 PSI OR GREATER. STEEL REINFORCEMENT TO BE 60,000 PSI YIELD STRENGTH GRADE 60 STEEL.
CASS COUNTY ELECTRIC COOPERATIVE FARGO, ND
7. ASSUMED SERVICE LEVEL SOIL BEARING PRESSURE OF 1500 PSF 8. REBAR SUPPLIER TO PROVIDE CHAIRS AS REQ'D FOR TOP MAT SUPPORT. 9. BOTTOM GRADE OF PAD SHOULD BE LEVEL WITH SURROUNDING SURFACE.
8'-6"
TRANSFORMER PAD
FARGO, ND
3. MAINTAIN CUSTOMER CONDUITS WITHIN 19" OF END OF PAD OPENING.
3" CLR. (TYP.)
7'-6"
4
TRANSFORMER PAD
PAD OPENING
512"
CUSTOMER SECONDARY 4" CONDUIT (CONSULT CCEC)
S1 T&B (TYP.) 14 SP. @ 6" ~ #4 2-U1
A MINIMUM 12' CLEARANCE IS REQUIRED ON THIS SIDE OF PAD FOR ASSEMBLY DOOR
1'-112"
5'-3" 1
S2
1'-112"
2 TRANSFORMER PAD REINFORCING VIEW S2
(TYP.) 1 SP. @ 6" ~ #4
UTILITY PRIMARY CONDUIT
1'-0"
1'-6"
512"
412" CLR. (TYP.)
3" CLR.
4'-6"
1'-7"
ISSUED FOR CONSTRUCTION
TRANSFORMER PAD PLAN VIEW
DESIGN BY: TK DRAWN BY: NWL APPROVED BY:
614"
#4 BAR
5'-0" -
2025-02-17
#4 BAR
-
B2 BAR DETAIL
THREE PHASE TRANSFORMER CONCRETE PAD ASSEMBLY S1 (45-2000 KVA)
1'-6" -
S1 BAR DETAIL
DRAWING NUMBER:
FD3-001_CCEC
REVISION:
0