HomeMy WebLinkAbout0866.95.11AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE BACKFILLED WITH CLEAN FILL
MATERIAL, FREE OF ANY ROCKS LARGER THAN 6- FROZEN SOIL, WOOD OR OTHER
EXTRANEOUS MATERIALS.
AREAS SUBJECT TO
MM•MUM WIOTH- ;' /, VEHICULAR TRAFFIC
�" BACKFILL WITH CLEAN
✓/ ,/ / GRANULAR MATERIAL
PER REQUIREMENT OF
0"8 CRUSHED STONE OR 08 \ \ �� � �.� � � � �// INDIANA DEPARTMENT
FRACTURED FACE AGGREGATE OF HIGHWAYS
HAND TAMPED OR WALKED IN TO (MECHANICAL COMPACTION
1/2 (O.D.) + 6" PER SPECS. TO 95% PROCTOR DENSITY)
O' 1/2 O.D.
4' MIN
(BELOW THE BARREL ) A\\ `: A�" (BE OW THE BELL)
#8 CRUSHED STONE OR
08 FRACTURED FACE AGGREGATE.
BELL HOLE EXCAVATED
SEMI -RIGID PIPE BEDDING DETAIL
SA-17 NO SCALE (PVC COMPOSITE PIPE) & DUCTILE IRON PIPE)
CLEANOUT PLUG
FINISH GRADE -� r & ADAPTER
RISER PIPE
1/8 BEND STREET
PLUG & SEAL FOR 45' WYE STREET
FUTURE CONNECTION- l
CLEANOU T DETAIL
NO SCALE
CON TRA --OR S7ALL FACE A 5'
F E OSED V, '�i1v�,, 0
GPA ^E ,.R,C'L' 480.'E _ -TERAL
E PCS" TO 3E PAI',- PE'
ASS: N LOCAr,h^ __;, 470N
:rPOPFR' -
1 2.0'
NOTE: DEPT'- O^ ? PE AT aROPERTY %E TO
Be APDP„),VA'7,_.y P 3EL. ^W "STAB! !SHE'
GPA'�E EA'E°" N�EP� <, VAN. GRADE OF I
C^% =? MAN SFW'EP AXES A ..SSER 3.0'
Ec Tw ;
_ 6" Pv' oPE "R SAN;Ao.
SEA_Ep w FACE � SENER S�cG�n��'�`JNS:S;.�
N -E
UA;,",t 01
rG ?E PLACE
=AGE ._A'cPA
NOTE:
BEE „NG ?E
LATERALS 51
AS Vkf
E.
No.
93��
i � i
STATE OF i
s ONA1
CERTIFIED BY
PLAN
LATERAL CONNECTION DETAIL
NO SCALE
REVISIONS
AMNE PLYWO
fYP. )
18' MIN.
18' MIN.
MIN.
18' MIN.
1.
MOIL.
MARK
POTABLE & NON — POTABLE SYSTEM -150 PSI TEST PRES.
4'
6'
8'
10'
12”
16'
A (90')
1.1
2.6
4.6
7.5
10.4
18.2
B (45')
1 0.7
14
2.5
4.0
5.7
9.3
C 1
0.
6'
r
10'
12'
5.3
1. ABOVE TABLES INDICATES CU. FT. OF CONC. REQUIRED WTH A SOIL PRESSURE
OF 2000 P.S.F. MIN.
2. PLACE PAPER OR PLASTIC BETWEEN FITTING & CONCRETE.
THRUST BLOCK TABLE
WA -2 NO SCALE
HYDRANT TO HAVE BREAK SECTION
FACING STREET OR REMOVABLE BARREL
4 1/2" PUMPER NOZZLE 2-2 112" HOSE NOZZLES
WORD WATER ON COVER
3' -0' 4' -0"
N
C.I. VALVE BOX ,- THRUST BLOCK
6" G.V. TURN LEFT TO OPEN (DO NOT BLOCK DRAIN HOLE)
CL
I3.1
UNDISTURBED EARTH
MAIN LENGTH VARIES
NO BENDS PREFERRED
IF REO'D. USE 1/8 BEND WASHED GRAVEL AT WEEP HOLE
FIRE HYDRANT W CHECK VALVE
WA -4 NO SCALE
PLAN
BENDS
124' Min. — 12' & LARGER PIPE
118' Min. — 10' & SMALLER
BENDS & TEES
SECTION x - X
x r PLAN
TEES
LR
0
PLUGS
PLAN & ELEVATION
TYPE
SIZE
1 4 BEDS
1 BENDS
1 6 BENDS
TEES
aOF
PLUGS
A
B
A
B
A
B
A
I B
C
D
6'
16'
10'
9'
10'
6'
r
10'
12'
_
B'
22-
13'
12'
13'
8'
10'
13'
16'
12'
29'
10'
26'
17'
14'
17'
10'
1Y
16'
20'
14'
36'
12'
29'
11'
16"
21'
11"
16'
18'
24'
16'
41'
14'
35'
24'
19'
24'
12'
20'
22'
27'
18'
48'
16'
38' 1
27'
21'
27'
12'
24'
24'
30'
20'
' 54'
NOTE: BASED ON 100 P.S.I. STATIC PRESSURE PLUS AW.W.A WATER HAMMMER
ALL BEARING SURFACES TO BE CORED TO UNDISTURBED GROUND.
WATER MAIN THRUST BLOCK DETAIL
WA -6 NO SCALE
REVISIONS
-9S
DATE
�I
III
10 FT. CLEARANCE MUST BE-/
MAINTAINED OF THIS SIDE
OF PAD.
a
a.
0
PLAN VIEW
3" 1 1 /2 MAX.
II
ELEVATION
-PAD TO BE INSTALLED BY R.E.M.C.
TRANSFORMER PAD DETAIL
NO SCALE
6" THICK CONC.
�TRANSFORMER PAD
BY RE.MC.
GRADE
6' 6' 18"
Min.
1 "r T.0 ELEV.
I I'r
3" TOP SOIL A
— v � 3/4'
•• BACKFILL w11j 11. A 6" p p .
p r
M
24"
COMPACTED SUBGRADE
WHERE SIDEWALK
eeADJACEENTTOTHE CUR RB,THESPACE
BEHIND THE NEW CURB SHALL BE
FILLED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
COMPACTED IN LAYERS NOT TO
EXCEED C.
CHAIRBACK CURB &GUTTER
1V —� NO SCALE DCAM 12 -01 (TYPE II
PAUL I. CRIPE INC. SURVEYING TECH SERVICES CHECK
. LAND
7172 GRAHAM ROAD ARCHITECTURE
INDIANAPOLIS, INDIANA 46250 LAND PLANNING
0 WIN 17 842-6777
:1
2' - 3'
GRATED TROUGH ' S 3/4' 1' -3 1/2" S 3 /a' NEW MSD STD STEEL GRATES
(65 LB.
SLOPE 0 2.00 OPENING MIN. H -20 l0AUR1G)
/ 1 JOINTHF�LER�TH �JOIDNT SEALER
�- CONTINUOUS 1'x3'x 3/8' STEEL ANGLE
•• •. . ..
•`a i'
•
VARIES - SEE PLAN
LONGITUDINAL
DUMMY JOINT I T.C. ELEV.
SLOPE 1/4" PER FOOT ----� ASPHALT
PVMT.
/N / // io
• COMPACTED SUBGRADE - o o e 0 0
o GRANULAR BACKFILL
6 6'
• COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY NTH THE
DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR
TO PLACING THE MATERIAL THEREON ALL SOFT, YIELDING OR
OTHER UNSUITAKE MATERIAL, WHICH CANNOT BE COMPACTED
SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED
SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE
SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING
FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE
FILLED MATH SATISFACTORY MATERIAL AND COMPACTED TO
CONFORM WITH THE SURROUNDING SUBGRADE SURFACE.
COMBINED WALK & CURB DETAIL
D ii ti
NO SCALE
Z OF CURB
CTABLE WARNING SURFACE
PER ANSI A117.1
OF PVMT
(ARIES
ACE OF CURB
6'
SECTION
DISABLED RAMP DETAIL
NO SCALE
2%
60'
COMBINED WALK & CURB
.;A t iML 47 4: "LE; h
L-1- /11 H.A.C. SURFACE
2- /9 H.A.C. BINDER
PREPARED SUBGRADE COMPACTED TO 6' #53 COMPACTED STONE BASE
93% MODIFIED PROCTOR
PAVEMENT CROSS SECTIONS
NO SCALE
6' PLAIN CONCRETE
4' A 2 COMPACTED AGGREGATE
4a o v v
C V,
OR
Ott SUBGRADE COMPACTED TO
93% MODIFIED PROCTOR
CONCRETE ACCESS PAVEMENT
NO SCALE
12'
BLUE
MHITE
REFLECTIVE
FACE VAN ACCESSIBLE
MATERIAL
PARKING i°
80 Ga
Alum.
• CHANNEL POST
(2 //Ft.) 5' -5' LONG
POST TO BE
PRE - PAINTED GALVANIZED STEEL
i SLOPED
4. SURFACE
4' 4'
CONCRETE
l " 0:) -
16'
AN ACCESIBLE PARKING SIGN�DETAIL
NO SCALE
0 1' BEVELLED EDGE
1
Qpa�N 15 REBAR 1' -6" LONG
W/ 3/4' HOLE CAST
PRECAST CONC. PARKING BARRIERS
(4000 PSI.)
15 REBAR V -6' LONG W/ 3/4'
HOLE CAST
CONCRETE PARKING BUMPER
NO SCALE
1' 011 HAC SURFACE
2" 09 HaC BIDER 4' SSD
6" 053 COMPACTED STONE BASE J
TYPICAL PAVEMENT SECTION
SR3 NO SCALE
SHURGARD STORAGE FACILITY
DATE. DRAWING TITLE: DWG TYPE FILE NUMBER SHEET:
2n� 8 -4 -95 STANDARD DETAILS &
SCALE: C801
DATE, r AS NOTED SPECIFICATIONS JOB NUMBER
-ps
HIGH VOLTAGE
L)
K--APPROX.
LOCATION
aOF
H, V. BARRIER
o
LOW VOLTAGE
PLAN VIEW
3" 1 1 /2 MAX.
II
ELEVATION
-PAD TO BE INSTALLED BY R.E.M.C.
TRANSFORMER PAD DETAIL
NO SCALE
6" THICK CONC.
�TRANSFORMER PAD
BY RE.MC.
GRADE
6' 6' 18"
Min.
1 "r T.0 ELEV.
I I'r
3" TOP SOIL A
— v � 3/4'
•• BACKFILL w11j 11. A 6" p p .
p r
M
24"
COMPACTED SUBGRADE
WHERE SIDEWALK
eeADJACEENTTOTHE CUR RB,THESPACE
BEHIND THE NEW CURB SHALL BE
FILLED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
COMPACTED IN LAYERS NOT TO
EXCEED C.
CHAIRBACK CURB &GUTTER
1V —� NO SCALE DCAM 12 -01 (TYPE II
PAUL I. CRIPE INC. SURVEYING TECH SERVICES CHECK
. LAND
7172 GRAHAM ROAD ARCHITECTURE
INDIANAPOLIS, INDIANA 46250 LAND PLANNING
0 WIN 17 842-6777
:1
2' - 3'
GRATED TROUGH ' S 3/4' 1' -3 1/2" S 3 /a' NEW MSD STD STEEL GRATES
(65 LB.
SLOPE 0 2.00 OPENING MIN. H -20 l0AUR1G)
/ 1 JOINTHF�LER�TH �JOIDNT SEALER
�- CONTINUOUS 1'x3'x 3/8' STEEL ANGLE
•• •. . ..
•`a i'
•
VARIES - SEE PLAN
LONGITUDINAL
DUMMY JOINT I T.C. ELEV.
SLOPE 1/4" PER FOOT ----� ASPHALT
PVMT.
/N / // io
• COMPACTED SUBGRADE - o o e 0 0
o GRANULAR BACKFILL
6 6'
• COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY NTH THE
DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR
TO PLACING THE MATERIAL THEREON ALL SOFT, YIELDING OR
OTHER UNSUITAKE MATERIAL, WHICH CANNOT BE COMPACTED
SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED
SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE
SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING
FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE
FILLED MATH SATISFACTORY MATERIAL AND COMPACTED TO
CONFORM WITH THE SURROUNDING SUBGRADE SURFACE.
COMBINED WALK & CURB DETAIL
D ii ti
NO SCALE
Z OF CURB
CTABLE WARNING SURFACE
PER ANSI A117.1
OF PVMT
(ARIES
ACE OF CURB
6'
SECTION
DISABLED RAMP DETAIL
NO SCALE
2%
60'
COMBINED WALK & CURB
.;A t iML 47 4: "LE; h
L-1- /11 H.A.C. SURFACE
2- /9 H.A.C. BINDER
PREPARED SUBGRADE COMPACTED TO 6' #53 COMPACTED STONE BASE
93% MODIFIED PROCTOR
PAVEMENT CROSS SECTIONS
NO SCALE
6' PLAIN CONCRETE
4' A 2 COMPACTED AGGREGATE
4a o v v
C V,
OR
Ott SUBGRADE COMPACTED TO
93% MODIFIED PROCTOR
CONCRETE ACCESS PAVEMENT
NO SCALE
12'
BLUE
MHITE
REFLECTIVE
FACE VAN ACCESSIBLE
MATERIAL
PARKING i°
80 Ga
Alum.
• CHANNEL POST
(2 //Ft.) 5' -5' LONG
POST TO BE
PRE - PAINTED GALVANIZED STEEL
i SLOPED
4. SURFACE
4' 4'
CONCRETE
l " 0:) -
16'
AN ACCESIBLE PARKING SIGN�DETAIL
NO SCALE
0 1' BEVELLED EDGE
1
Qpa�N 15 REBAR 1' -6" LONG
W/ 3/4' HOLE CAST
PRECAST CONC. PARKING BARRIERS
(4000 PSI.)
15 REBAR V -6' LONG W/ 3/4'
HOLE CAST
CONCRETE PARKING BUMPER
NO SCALE
1' 011 HAC SURFACE
2" 09 HaC BIDER 4' SSD
6" 053 COMPACTED STONE BASE J
TYPICAL PAVEMENT SECTION
SR3 NO SCALE
SHURGARD STORAGE FACILITY
DATE. DRAWING TITLE: DWG TYPE FILE NUMBER SHEET:
2n� 8 -4 -95 STANDARD DETAILS &
SCALE: C801
DATE, r AS NOTED SPECIFICATIONS JOB NUMBER
-ps