HomeMy WebLinkAboutV37-02 Appel Heating & Air Conditioning - Proposed Building Additon - Site Details C5DIAM.
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PROJ.
011 --052
2/28/02
CUM POT*
,,.r
maw rr:
can
C4CCKtD eV.
AID
SJ4 fl
6 STEEL ptt'
'FILLED fo TN CONC.
PAINTED 5AFTEY
YELLOW K
u P h rj i
MilARSSPRIXECti
CONTRACTOR OR M A sue,-.
ST I TUTE 'NYCON 1 SE R
REINFORCING MIX DESIGN
ez FORWARDED TO
ENGINEER FOR APPROVAL
5CALE: 1/4'
PRECAST CONC. BUMPER STOP
REINFORCED -ti
AST
1
LE: NOT TO SCALE
6X* /6 tataUP.
sA :41► 12' EAC14 WAY;
''MiN. COVER BOTTOM,
MIN. COVER TOP
(2) "6 BARS 9 6' LONG
cEO IN PARICItsiOTALL A1
CONTRACTOR MAY SUB-
STiTUTE FIBER
REtNPORCING MIX DESIGN
TO BE FORWARDED TO
ENGINEER FOR APPPOVALq
3/4 1:>144METER 15AR
30' DEPTH MiNIPIUM
EL STOP
CUT'S `JOINTEiaC i4AvING A RADIUS ORS k' AT SPACING
AND 48 ESETWEEN EXPANSION JOINTS, 'FOR SIDEWALK C)NLY)
UMGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL SE COMPACTED IH ACCORDANCE
WITH THE STANDARD SPECIFICATIONS.
3. WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO THE SPACE eet.iiko THE CURS SHALL
ISE FILLED WiTH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMOACTED IN LAYERS
NOT TO EXCEED 6'.
4. WHEN GUILT IN CONJL TI WiTH CONCREM PAVEMENT, EXPANSION AND CONTRACTION JOINTS
SHOULD BE PLACED AT TWE SAME' LOCATiC3NS AS iN THE PAVEMENT SLA& THE CURB AND GUTTEi4
SHOULD BE TIED TO THE PAVEMENT BY •4 DEFFtt1E1 RE -BAR AT 3' -0' o.c. IF NO CONCRETE
PAVEMENT IS BEING !WILT, AT THE TIME, THE CUIe IS CONSTRUCTED, EXPANSION JOINTS SHALL
ISE PLACED AT THE ENDS OF ALL RADII AND AT INTERVALS NOT TO EXCEED 100 CONTRACTION
JOINTS SHALL BE PLACED AT 20* oz.
f o INVERT OF SWALE
NOTE:
6ASET ON D,C.A31. :aTAN15APC) CIEtAiLS 12 -f 2', 1243, 12404 1 14 -01
NCTE CURB DETA
NOT TO SCALE
x y
ASPHALT PAVEMENT
REPAIR PVMT, IF NEC.
.12) BAPS CONT.
WWERg S1D LK I
LK S 'C i8T1U �DIATELY A }JAtN TO CURB, TI-1E SURFACE cMe THE
SIDEWALK SHALL BE CONSTRUCTED' HIGHER THAN THE CURB.
2. TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAviNG A RADIUS CF 1 4' AT S' -0' SPACING
AMD 48' -0' BETWEEN EXPANSION JOINTS (FOR SIDEWALK ONLY)
3. SUBGRADE UNDER ALL CURB, SIDEWALK,-AND DRfvES SHALL BE COMPACTED iN ACCORDANCE
WITH SECTION 201.02 OS THE STANDARDS SPECIFICATIONS.
4. `WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURD, THE SPACE BEHIND THE CURS SHALL
BE FILLED WiTH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 6',
S. WHEN BUILT iN CONANCTION WiTH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS
SHOULD BE PLACED AT THE SAME LOCATIONS AS IN TI-IE PAVEMENT SLAB. THE CURB AND GUTT!I-
SHOULD BE TiED TO THE PAVEMENT BY 6 4 DEFORMED RE -BAR AT 3'•0' o.c. IF NO CONCRETE
PAVEMENT 13 BEING BUILT, AT THi; TIME, TI-IE CURB 15 CONSTRUCTED, EXPANSION JOINTS SHALL
BE PLACED AT THE ENDS OF ALL RADII AND AT INTERVALS NOT TO EXCEED IOC'. CONTRACTION
JOINTS SHALL BE PLACED AT 20' oz.
6' DUMPED RIP RAP ON SLOPES
EROSION CONTROL BLANKET REQUIRED
UNDERNEATH RIP RAP
CONTRACTOR MAY SUB-
STITUTE 'NYLON' FiBER
REINFORCING MIX DESIGN
TO ISE FORWARDED TO
ENGINEER FOR APPROVAL I
tRUNHED
;STONE
CONCRETE SPILLWAY
TAPERED FROM 4' -0'
AT EDGE OF PAVEMENT
TO 2' -0' AT TOP OF RIP-RAP
NOT TO SCALE
NOT TO SCALE
I I•IOT ASP 44LTIC CONC
'SURFACE COURSE
TAC COAT
4' N z 53 COMPACTED STONE
4* ''No. 2 COMPACTED STONE
COMPACTED, WELL DRAINED
SUBGRADE
SEE GRADING PLAN FOR
EDGE OF PAVEMENT
ELEVATION
R1P -RAP SHALL BE A MINIMUM OF 4' -0' WiDE AND EXTEND 8' -0' DOWN SWALE FROM SPILLWAY
9PILLWAY AT ETAIL
NOT TO SCAL E
•S
l
CONCRETE PAD DETAIL
2 Ill' NOT
ASPHALTIC CbNC
BINDER COURSE
HEAVY DUTY ASPHALT PAVEMENT SECTION
CURB BEYOND
/X
NOT TO 5C4L.E
i,U5E A COMMON ROW OF
STAPLES ON ADJOINING
BLANKETS
`�C.✓ /.!lam'/ ��i
V.
C ONTRAC'TDR SHALL INSPECT AREAS
REOUIRINGi 81090N CONTROL BLANKET'S
WEEKLY TO INSURE SEEDING TAKES HOLD.
ALL AREAS THAT PEED TO BE RESEEDED
SHALL BE DONE AS OUICKLY AS PRACTICAL
CRASS SEED SHALL BE WAVED AS
NECESSARY TO PROMOTE GROWTH.
S 12) fit, BARS CONT.
.4\\
7>\\
STAPLE PATTERN DETAIL
USE 4 STAPLE'S ACROSS AT TI-IE START OF EACI -1 ROLL
AND CONTINUE TO STAPLE TIROUGI -TOUT T1-IE LENGTI -1
OF THE ROLL. 1100) STAPLES MINIMUM PER ROLL.
I
N\) \SS
1.25 O.D. +1'
D Off` BEDDING
MATERIAL BELOW PIPE
INSIDE, DIAMETER ‘d) MIN.,
27" SMALLER 3"
30" 60" 66" LARGER, 6"
CONCRETE PiPET
NOT TO 5CALE
1
1
.,J
3
5CALE: 1/2' 1' -rd'
SCALE: 1I2. x 1' -c'
?IINiMUM OF 6' TOI~'5OIL ER EXCAVATION
TO ENSURE GROUNDCOvER GROWTH
IF REQUI
J
REGULAR BACKF LL
ectkileotti citt 'EQUAL
GRANULAR MATERIAL
COMPACTED TO 95
STANDARD PROCTOR
DENSITY
PLAN VIEW
GROOVE OUTLET END
TONGUE INLET END
D
IL:
lO,END ON OUTLET,
TONGUE END ON INLET
END-SEC11ON DETAIL
EROSION CONTROL BLANKET REQUIRED
PRIOR TO SEEDING SUJALE
4 (t 14X.1
TE *f l MIN,
NOTE; ALL BthDDiNCs 4 INITIAL. BACK FILL
'HALL BE INSTALLED IN 6' 12'
$ALANCED LIFTS
-A MINIMUM 9' OF CLEARANCE
,I -/ALL BE PROVIDED ON EAC14
;745 IDE OF TI-1E INSTALLED PIPE
MORE T14AN 5' FROM PV'M
A
1�\
MUM
HORIZONTAL FLa
RIP -RAP TO 3E
PLACED ON SIDE
SLOPES
1
9
SECTION ION A-A
END SECTION 61 -t4LL COMPLY WITt-1 ALL APPLICABLE PORTIONS OF A.S.T'.M. C16.
+'8 WA ED GRAVEL
OR APPROVED EQUIV.
SWAM, BOTTOM OP 4 OF
"8 WASWED GRAVEL UNDER
NEATI -W TILE
PROVIDE UNDEIZORAIN IN ALL
LOCATIONS U. -4ERE SWALE I-1AS
4 SLOPE LESS TI-IAN 1.0
QI.
•ti-4
A
R -I
I/32' PER I'
TAPER EA.''
SIDE
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