HomeMy WebLinkAbout10-E5-03DRAWING NO.:
DRAWN BY:
DATE:
SHEET TITLE:
PROJECT TITLE:
COLLEGETOWN
TERRACE APARTMENTS
ITHACA, NY
NOVARR MACKESEY
DEVELOPMENTPROFESSIONAL LICENSE
NUMBER:
NEW YORK STATE SEAL:
a r c h i t e c t s
ikon.5
PROJECT NO.:P58.00
VERSIONS
NO. DATE DESCRIPTION
CIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL
ENGINEER:
LANDSCAPE ARCHITECT:HAZARDOUS MATERIAL ENGINEER:
12923
KEY PLAN
2 08.10.2011 SEQUENCE 1 - CONSTRUCTION DOCUMENTS
ADDENDUM - 1
August 10, 2011
ELECTRICAL DETAILS
KSO
E5.03
TRENCH WIDTH
COMPACT BACKFILL TO
MATCH SURROUNDING
CONDITIONS
NO ROCKS, DEBRIS IN
BACKFILL
UNLESS OTHERWISE NOTED RESTORE
SURFACE TO MATCH SITE CONDITIONS
PROVIDE MIN. 3"
CONCRETE ON ALL
SIDES OF CONDUIT
CONDUIT: SIZE, MATERIAL
AND IDENTIFICATION, AS
SPECIFIED
MIN. 3" BETWEEN CONDUITS
#4 REBARS, 6" O. C. TIED
TO CONDUIT SUPPORTS
TYPICAL CONDUIT
SPACER MAXIMUM
10'-0" O.C.
PROVIDE PRECAST BASE
AT CONDUIT SPACER
BASE, WHERE BOTTOM OF
TRENCH IS NOT LEVEL
AND UNIFORM
#4 REBARS SPIKES FOR
HOLD DOWN BAR. MINIMUM
24" GROUND PENETRATION,
DRIVEN AT AN APPROXIMATE
25° ANGLE TO CONDUIT RUN
HOLD DOWN BAR.
PROVIDE QUANTITY TO
PREVENT FLOUT-OUT,
MAXIMUM 15'-0" O.C.
MIN. 3" BETWEEN
CONDUITS
CONTINUOUS
MARKER TAPE
GENERAL NOTES:
A. REFER TO DUCTBANK SECTION AND/OR ONE-LINE DIAGRAM FOR ACTUAL QUANTITY AND SIZE OF CONDUITS
REQUIRED.
B. LEAVE PULL ROPE IN ALL SPARES.
C. EXCAVATED MATERIAL MEETING SPECIFICATIONS MAY BE USED FOR BACKFILL IN TRENCHES. IN THE EVENT
EXCAVATED MATERIAL DOES NOT MEET SPECIFICATIONS, PROVIDE GRANULAR BACKFILL AS SPECIFIED FOR
BACKFILL. REMOVE UNSUITABLE MATERIAL FROM SITE.
D. UNLESS OTHERWISE NOTED, TOP OF CONDUIT SHALL BE 30" BELOW FINISHED GRADE.
FINISH GRADE
GENERAL NOTES:
A. REINFORCE WITH GRADE 60, #4 BARS @ 6" O. C. E. W.
B. 3/4" CHAMFER STRIP, ALL TOP EDGES INCLUDING OPENING.
C. TOP AND BOTTOM TO BE SMOOTH FINISH.
D. 4000 PSI CONCRETE AT 28 DAYS.
E. VERIFY ACTUAL REQUIRED ANCHOR BOLTS, CABLE OPENING AND OVERALL DIMENSIONS
AND CONFIGURE ACCORDINGLY. COORDINATE WITH NYSEG.
F. PROVIDE PAD AND INSTALLATION PER NYSEG REQUIREMENTS. SUBMIT TO NYSEG FOR
APPROVAL PRIOR TO ORDERING.
DIMENSIONS IN INCHES
10
DIMENSIONS OF POURED OR PRECAST CONCRETE PADS
75-500
kVA
15
KV
3
PH
78
A
4872 18
CB D E
MIN. 1/2" COVER FOR
REINFORCING BARS
X-FORMER RATING
F
FRONT
A
C G
E
LIFTING LOOP,
TYP.
D
B
6"
6"
3"
2700
WEIGHTS(lbs)F
17 13
G
4 BARS @ 18" TOP
ONLY(TYP)
TYP
TYP
3"
NO SCALE
PRECAST CONCRETE FLAT PAD4
NO SACLE
CONCRETE ENCASED DUCTBANK DETAIL
TYPICAL REINFORCED
7NO SACLE
TYPICAL SAND BED DUCTBANK DETAIL9
6" DIAMETER SCHEDULE 40
GALVANIZED PIPE. FILL WITH
CONCRETE
6"
5'-0"
5'-0"
TREAT AND PRIME, THEN THREE COATS
OF PAINT, BRIGHT YELLOW OR COLOR
AS DIRECTED
ROUND OFF FOOTING AT
GRADE / PAVEMENT
CONCRETE FOOTING
1'-4" DIAMETER
ROUND OFF CONCRETE TOP AND
PAINT
KEYED NOTES:
AT TRANSFORMER LOCATIONS, BOND BOLLARD TO 4/0 COPPER CABLE AND BOND CABLE TO
GROUND FIELD. THEN PROVIDE CONCRETE.
FINISHED GRADE OR PAVING
1
TRENCH WIDTH
COMPACT BACKFILL TO
MATCH SURROUNDING
CONDITIONS
NO ROCKS, DEBRIS IN
BACKFILL
UNLESS OTHERWISE NOTED RESTORE
SURFACE TO MATCH SITE CONDITIONS
PROVIDE MIN. 3"
CONCRETE ON ALL
SIDES OF CONDUIT
CONDUIT: SIZE, MATERIAL
AND IDENTIFICATION, AS
SPECIFIED
MIN. 3" BETWEEN CONDUITS
TYPICAL CONDUIT
SPACER MAXIMUM
10'-0" O.C.
PROVIDE PRECAST BASE
AT CONDUIT SPACER
BASE, WHERE BOTTOM OF
TRENCH IS NOT LEVEL
AND UNIFORM
#4 REBARS SPIKES FOR
HOLD DOWN BAR. MINIMUM
24" GROUND PENETRATION,
DRIVEN AT AN APPROXIMATE
25° ANGLE TO CONDUIT RUN
HOLD DOWN BAR.
PROVIDE QUANTITY TO
PREVENT FLOUT-OUT,
MAXIMUM 15'-0" O.C.
MIN. 3" BETWEEN
CONDUITS
CONTINUOUS
MARKER TAPE
GENERAL NOTES:
A. REFER TO DUCTBANK SECTION AND/OR ONE-LINE DIAGRAM FOR ACTUAL QUANTITY AND SIZE OF CONDUITS
REQUIRED.
B. LEAVE PULL ROPE IN ALL SPARES.
C. EXCAVATED MATERIAL MEETING SPECIFICATIONS MAY BE USED FOR BACKFILL IN TRENCHES. IN THE EVENT
EXCAVATED MATERIAL DOES NOT MEET SPECIFICATIONS, PROVIDE GRANULAR BACKFILL AS SPECIFIED FOR
BACKFILL. REMOVE UNSUITABLE MATERIAL FROM SITE.
D. UNLESS OTHERWISE NOTED, TOP OF CONDUIT SHALL BE 30" BELOW FINISHED GRADE.
FINISH GRADE
NO SACLE
CONCRETE ENCASED DUCTBANK DETAIL
TYPICAL
5 NO SACLE
BOLLARD DETAIL1
KEYED NOTES:
MINIMUM 5' SPACING FROM EDGE OF EQUIPMENT ENCLOSURE TO BOLLARD.
PROVIDE BOLLARDS MAXIMUM 48" ON CENTER.
REFER TO BOLLARD DETAIL FOR CONSTRUCTION.3
2
1
B
EDGE OF PAD OR
SWITCHGEAR BASE
OUTSIDE EDGE OF
CONCRETE CURB
(TRANSFORMERS ONLY)
ELECTRIC EQUIPMENT
TYPICAL
3
B
B
B
B
1
B B
2 TYPICAL
TYPICAL
NO SACLE
OUTDOOR PAD MOUNTED EQUIPMENT
TYPICAL BOLLARD INSTALLATION AT
2
GENERAL NOTES:
A. ALLOW SUFFICIENT SLACK CABLE SO SPLICES CAN BE MADE ABOVE GRADE, OUTSIDE OF
HANDHOLE. COIL SPLICE AND SLACK CABLE NEATLY INTO HANDHOLE.
B. DO NOT LOCATE HANDHOLES IN VEHICULAR TRAFFIC AREAS.
C. INSIDE DIMENSIONS: HT. 48 IN., WIDTH 48 IN., LENGTH 48 IN.
12" OF #2 CRUSHED
STONE; EXTEND
MINIMUM OF 6" BEYOND
OUTSIDE EDGE.
MIN. TWO (2) COURSES BRICK.
PLACE ADDITIONAL BRICK AS
REQUIRED TO BRING FRAME UP
TO FINISHED GRADE
GROUT FRAME
4" X 10" KNOCKOUTS,
TWO (2) ON EACH
SIDE
SLOPE FINISHED GRADE
AWAY FROM COVER
FRAME AND COVER
UNDISTURBED
EARTH
GRAVEL
REPAIR PAVING OR
PLANTING TO MATCH
SURROUNDING
CONDITIONS
HANDHOLE
FRAME
POWER
MANHOLE/
PULLBOX
TYPE A
TYPE
CBBASEA
33-1/2"ROUND 43" 32"
FE G
6-1/2"32"
COVER
X E
F
D
C
COVER
DESIGNATION G
B
D
30"
NO SCALE
PULLBOX FRAME AND COVER6
NO SCALE
PULL BOX DETAIL8
TRENCH WIDTH
COMPACT BACKFILL TO
MATCH SURROUNDING
CONDITIONS
NO ROCKS, DEBRIS IN
BACKFILL
CONDUIT: SIZE, MATERIAL
AND IDENTIFICATION, AS
SPECIFIED
MIN. 3" BETWEEN CONDUITS
TYPICAL CONDUIT
SPACER MAXIMUM
10'-0" O.C.
PROVIDE PRECAST BASE
AT CONDUIT SPACER
BASE, WHERE BOTTOM OF
TRENCH IS NOT LEVEL
AND UNIFORM
MIN. 3" BETWEEN
CONDUITS
CONTINUOUS
MARKER TAPE
GENERAL NOTES:
A. REFER TO DUCTBANK SECTION AND/OR ONE-LINE DIAGRAM FOR ACTUAL QUANTITY AND SIZE OF CONDUITS
REQUIRED.
B. LEAVE PULL ROPE IN ALL SPARES.
C. EXCAVATED MATERIAL MEETING SPECIFICATIONS MAY BE USED FOR BACKFILL IN TRENCHES. IN THE EVENT
EXCAVATED MATERIAL DOES NOT MEET SPECIFICATIONS, PROVIDE GRANULAR BACKFILL AS SPECIFIED FOR
BACKFILL. REMOVE UNSUITABLE MATERIAL FROM SITE.
D. UNLESS OTHERWISE NOTED, TOP OF CONDUIT SHALL BE 30" BELOW FINISHED GRADE.
E. SPACERS AND PRECAST BASE MAY BE DELETED FOR SINGLE TIER DUCTBANK SECTIONS.
FINISH GRADE
PROVIDE MIN. 3"
SAND BED ON ALL
SIDES OF CONDUIT
UNLESS OTHERWISE NOTED RESTORE
SURFACE TO MATCH SITE CONDITIONS
TO TELCO. GROUND
(IF AVAILABLE)
DETAIL A
GROUND GRID 2/0 Cu
BARE SOFT DRAWN - 19
STRAND
CONCRETE
FOUNDATION
PRIMARY SECONDARY
36"
18"
18"18"
2/0 Cu BARE SOFT
DRAWN - 19
STRAND
'C' TYPE
COMPRESSION
CONNECTOR
GROUND
CLAMP 8' GROUND ROD
2/0 Cu BARE SOFT
DRAWN - 19 STRAND
GRADE
12"
GROUND
CLAMP
8' GROUND ROD
PLAN VIEW
SECTION VIEW
DETAIL A DETAIL B
NO SACLE
THREE PHASE PADMOUNTED TRANSFORMER
NYSEG - GROUNDING PLAN
10
DETAIL B
GROUND ROD
DETAIL B DETAIL B
DETAIL B18"
GROUND ROD
GROUND ROD
GROUND ROD
18"
A
X
1-1/2"
14750-250015 3 89 5075 17 310021 18