HomeMy WebLinkAbout03110003 Meridian Technology Center, Corvasc Medical Office Building, Construction Plans pg. 08DATE:
10/30/03
PROJECT ri
1211.018
I
DRAWN BY
RDR
CHECKED BY:
MSO
GREATER THAN 45' TO 90'
SHEET TITLE:
GENERAL
DETAILS
54 -66"
DRAWING FILES:
S: \1211 \018 \dwgs \C802
XREF: 5: \1211 \018 \dwgs \Titlel.dwg
84"
SHEET NO..
C802
GREATER THAN 45' TO 90'
—r-
MANHOLE SIZE
PIPE
PIPE TURNS
96'
48"
GREATER THAN 45' TO 90'
96"
54 -66"
UP TO 60'
84"
42"
GREATER THAN 45' TO 90'
84"
48"
UP TO 45'
72"
42 -48"
UP TO 45'
60'
33 -36"
STRAIGHT THRU
60"
24' -33"
GREATER THAN 45' TO 90'
r 17Crvrr mrLu
JOINT FILLER
RESERVED
NSVERSE JOINT
PARKINF
NSVERSE JOINT
r 17Crvrr mrLu
JOINT FILLER
'NIW „O —,1b
NSVERSE JOINT
6' -0" BETWEEN
NSVERSE JOINT
di 1 III 1NIUI
03V OJ32Id „Z/ I.
TRANSVERSE JOINTS
LLJ
J
CO
Q
X
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBUC R/W
O o 0 a 0 0 0
0 o 0 0
O 0 0 0 0 0 a 0 0
o O o O o O o O
O o O o° O o o O. o.
0 '0° 0 '0° 0 '0. 0 °0°
O o O O O o O o
O '0°
O 0 0 O O O C O
O o O o °O o °O o
O O 000. p 0. 000
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0 o O n
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0
0 '0°
O O
0 '0°
PEA GRAVEL
BACKFILL
GRADE
W
J
OD
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
4"
MIN,
PIPE UNDERDRAIN
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
f
IN PARKING LOTS
T.C.
5' OR LESS
PAVEMENT
z j
PAVED AREA INLET
s° 2
"B" BORROW
STRAIGHT CURB INLET 1 9
MIN. 1.25 Bc +12"
WITHIN 5' OF EDGE OF PAVEMENT
NOTE:
ALL BEDDING INITIAL BACKALL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED UFTS
A MINIMUM 9" OF CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
TRENCH DETAIL
PLASTIC PIPE (PVC Sc HDPE)
C.A.M. 500 -03
i ORM MANHOLE
NEENAH TYPE CASTING
NO. R-3'472
STONE BEDDING OF #8 STONE
NEENAH TYPE CASTING
NO. R- 3286 -8
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
MIN. 12"
4"
ASPHALT
ASPHALT
VAR PIPE SIZE
18" MAX
VAR PIPE SIZE
18" MAX
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID._
NEENAH R-- 1974 -A OR
APPROVED EQUAL
6'
FINISH GRADE
CONCRETE COLLAR
SANITARY SEWER LATERAL
TYPICAL CLEANOUT DETAIL
"SELF- SEAl1NG"
APPUCA11ON
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
BETWEEN JOINTS.
FULL HEIGHT
MANHOLE STEPS AS
SPECIFIED.
O-RING GASKET
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL AT
JOINTS.
BENCH WALLS AT MIN.
1/2" PER FOOT SLOPE
8" BASE z
GREATER THAN 5'
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
WITH PLUG
MIN
NO SCALE
Nh
F"
SPRING LINE
OF PIPE
24" DIA
MIN. 1.25 Bc +12"
Plow
N
1'
iffa
48 "A MANHOLE
I C S
FOR PIPES 24 "0 AND LESS
60 "0 MANHOLE
FOR PIPES 27" 36" 0
16" TYP.
fj
PRECAST REINFORCED CONCRETE MANHOLE 16
MANHOLE STEPS SHALL BE MADE FROM A STEEL REINFORCING
ROD ENCAPSULATED IN A COPOLYMER POLYPROPYLENE RESIN.
1HE MANHOLE STEPS SHALL EQUAL OR EXCEED OSHA
REQUIREMENTS. MANHOLE STEPS, MANUFACTURED BY M.A.
INDUSTRIES, INC., PS -1 -PF, CLAY BAILEY MFG. CO., OR
EQUAL ARE ACCEPTABLE.
MIN. 6" TOPSOIL
j- TO ENSURE GRASS
GROWTH
REGULAR BACKF1LL
4'
GREATER THAN 5' FROM EDGE OF PAVEMENT
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
A MINIMUM 9" OF CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
TRENCH DETAIL
PLASTIC PIPE (PVC HDPE)
C.A.M. 500 -04
NEENAH R- 1077 -A COVER W1TH
NEENAH R 1712 -13 FRAME WITH
SELF SEALING APPUCAIION OR
APPROVED EQUAL
PRECAST CONCRETE ADJUSTER
RINGS IF NEEDED (4 MAX.)
MIN. 12"
TTY
%/Z, 2
ECCENTRIC CONE OR REDUCER CAP
REQUIRED BY SITE CONDITIONS.
i CONE TOP TO MATCH ADJUSTING
RING PROFILE.
00TE:
MANHOLE CONFORMS TO
ASTM C-478
JOINTS CONFORM TO
ASTM C -443
5" MIN.
-PRECAST CONCRETE SECTIONS
PREFORMED HOLE TO
—MAX. OF PIPE 0.D. +6"
W/ NON- SHRINK CEMENT
GROUNT
#4 REBARS 0 12" 0.C.
EACH WAY (STEEL MESH
AREA =0.12 SQ. IN. /SQ.
FT. OR APPROVED
EQUAL)
MANHOLE BASE SET ON
6" OF #8 OR #2 STONE
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
4
rido" AVA
—TRANSVERSE EXPANSION JOINTS
C802
CONCR
J
PAVEMENT
DOWN TO GRADE AT RAMP
100'
PAVEMENT
CURB JOINT DETAIL
Argil war' am
O o O o_ o O. o
o O o D• o O o O• o O• o
o o O• o O• o O• o O• o° O' o
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o o D D O D O o
o• o•„ o• o• o• o o• o
O o O o° o o O. o O o O
PAVEMENT
SEALED
EXPANSION
JOINT
ASPHALT PATH SECTION 1
VARIABLE
CONCRETE
3000 PSI
1 1 /2 "r
L0
j
j \j o o o
o o o
mp.
O r o
GRANULAR °o,°
BACKFILL o d
0.°0
0
6" CONC. CURB
INDOT MIX A
1" (9.5 MM) SURFACE COURSE
2" (12.5 MM) INTERMEDIATE
5" #53 STONE
COMPACTED SUBGRADE
1 /2 "r
'BACKFILL
/j am /j
STRAIGHT CONCRETE CURB DETAIL CS,
TYPE V csoz/
(D.C.A.M. 12 -02)
EXISTING
GROUND
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BACKFILL
y
TAPERED CURB END DETAIL /21
'�csoz
6' -0"
MAX. 1:12 SLOPE
3" OF TOP SOIL
2' —O"
D.
1 1 —I l -11I- III
CONCRETE
CURB
SECTION A -A
5' -0" 7' -8" OR AS SPECIFIED BY TARGET
4' -0" MINIMUM
PLAN VIEW
HANDICAP RAMP DETAIL
NO SCALE
TOP OF CURB
.1
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
NO SCALE
5-0"
ETE CURB TAPERED
a
A
A
a
G
s
n LANDSCAPE AREA
2'-0"
MIN. TO
CURB
STOP SIGN INSTALLED IN
MOWING EDGE
I':
CONCRETE FOOTING
10"
HANDICAPPED PARKING SIGN
L�
8'
HANDICAPPED
TYP.
CD
(0
Lil
0
0
v
U
0
0
12"
�I
11„1!1 1 111 III jl
iii III 1 yam
11E1 I
111-1
11 -11I-
TRAFFIC SIGNAGE 7
5'
18"
NO SCALE C802)
#E "VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
HANDICAP PARKING SIGN DETAIL
DIA.
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP 9
SYMBOL DETAIL
NO SCALE
HANDICAP, NO PARKING SIGN
INSTALLED IN PARKING LOT.
HANDICAP LOCATIONS 2 -SIDED
WHERE STALLS FACING.
2" STEEL PIPE, ROUND OR SQUARE,
SET IN CONCRETE
j -6" STEEL PIPE FILLED W/ CONCRETE
0-
CO
j j j jl PAVING BASE
111 -11—I 11= 111=11 I
-iljl
1- 11-
-111=11
CONCRETE FOOTING
GREEN ILLUMINATING TAPE (LE HERS)
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
GREEN ILLUMINATING TAPE (BORDER)
NO SCALE
0802
4" WIDE
BLUE STRIPE
8'
HANDICAPPED
TYP.
8' FOR VAN ACCESSIBLE
HANDICAP PARKING STALLS
NO SCALE C802
NO SCALE C802
O
CV
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O O. O 0 O c O O O O
INDOT MIX A
PREPARED SUBGRADE PER INDOT No. 207
TYPICAL PAVEMENT SECTION EM
1
CC802/
mull 1 1� I Ir II �,ll ��%II�� ,�Illie����% .ill
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0 O 0'0 0°0 0°O• o O o °O
'0•0°0 o O• o O• o O• o° O• o
PREPARED SUBGRADE PER INDOT No. 207
TYPICAL PAVEMENT SECTION
Q 02 (HEAVY DUTY)
0 0 o c) 0 o 0 o o 0 O o 0 o 0 o
0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 o 0 0 o 0 0
0 0 0 0 0 0 0
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V V y■ V V V V v V •V" V' V V V IP VyjVjVV
PREPARED SUBGRADE PER INDOT No. 207
COMPACTED
SUBGRADE
1" SURFACE COURSE
2" 12.5 MM INTERMEDIATE
6" #53 STONE
INDOT MIX A
1" SURFACE COURSE
3" H.A.C. 12.5 MM INTERMEDIATE
8" #53 STONE
6" CONCRETE PAVEMENT
6" GRANULAR FILL (MIN.)
CONCRETE PAVEMENT SECTION
1" SURFACE COURSE
5" 12.5 MM INTERMEDIATE 2 LIFTS
6" #53 STONE AGG. BASE
8" #2 STONE AGG. BASE
INDOT MIX A
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
(WITHIN RIGHT OF WAY ONLY)
SLOPE:
1/4" PER FOOT
CONCRETE WALK
CONCRETE CURB AND WALK
=11= 11= 11 =11 =11 "TOP SOIL MIN 3" 11 11 11 11= 11 11 11�
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
4' -0" MIN.
R/W LINE
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
6
C80
DATE: 7
THIS DRAWING ANL LHE 'Li A tli.
CCNC =P CON LAIN En 'EP 1 APE L'F.
TTITILECTI.JAL PROPERTY OF 11 F CORPORATION. N. AND ARE ji0 T O a. L
REPRODUCED, lf1 WHOLE 1 OR iN PART, W
THr WHITEN CONSENT OF THE. C CH 0I F,
DPYRIGHTE'D FY THE SCHNEIDER c,OPP.
‘b,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrision
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechn ical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
C
C\2
CXD
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MEDICAL OFFICE BUILDING
COLLEGE DR. PENNSYLVANIA ST.