11FINISH GRADE
ADJUSTMENT RING
PAVER WALKWAY. SEE DETAIL 02/C501.
ECCENTRIC CONE-lllllllll
94' -fl"
."
OR CONCCENTRIC
PROVIDE EPDXY POND COATING
ALL EXPOSED POND WALLS &
CONE
FOR FOUNTAIN EQUIPMENT AND PIPING
POLYPROPYLENE
30'-01,
PLASTIC STEPS
24,--0"
PROVIDE EPDXY POND COATING ON
IN PEDESTAL SEE SHEETS C401 & C402.
48" PRECAST
CONC. MANHOLE
ALL EXPOSED POND WALLS & FLOORS TYP.
48
STORM PIPE
120
6'X 6'X 8" CONC.
35'_901
25'-0" 14"
FOOTING W/ 6X6
10/10 W.W.F. W/
CRETE P VER WALK
#4 REBAR 12"
= NORMAL POND ELEVATION
2'-$„
O.C. BOTH WAYS,
OR PRECAST
MAX. D, 30":7
I i ii
INLET DETAIL
CAST IRON H-20 RATED GRATE
IN YARD AREAS.
(USE CAST IRON H-10 RATED
GRATE IN PAVED AREAS.).
INLET AND OUTLET
ADAPTORS AVAILABLE
4' THRU 12'
VARIOUS TYPES OF OUTLETS
WITH WATERTIGHT ADAPTORS
FOR:
SDR -35 SEWER
CORRUGATED POLYETHYLENE
NEENAH R -1772---A
W/ TYPE B LID
PVMT.
T 1=111=1 11=! Z
1=111=111 ; I
IEI15, I 0
i I
- 0 111!I—C/�N N
Z +
-� d
_ o r� °-
Q
w\ o > w
I
a-+ w
a o
�.:.��.: � .' � .•. .• I l l i 111 f l � \
e
12" N
�r
c�
� N J
af I N
ILIJ
z d o A
� � z
M
}_
SCHEDULE 40 DWV
CORRUGATED PVC
RIBBED PVC )K(2) MAXIMUM z
RECOMMENDED
OVERALL HEIGHT 10'
12" DRAIN BASIN
YARD INLET DETAIL
NTS
SCALE: 1/8" = V-0"
PAVER WALKWAY. SEE DETAIL 02/C501.
PROVIDE EPDXY POND COATING ON
ALL EXPOSED POND WALLS & FLOORS TYP.
VIrlVlir\L7G FV11JU Y11f1LL fUVV Vip JV 1.
REFLECTING POND SECTION B -B'
SCALE: 1/8" = 1 '-0"
CONCRETE PAVER WALKWAY. SEE DETAIL
PAVER WALKWAY. SEE DETAIL 02/C501.
Checked By
94' -fl"
KTF
KTF
PROVIDE EPDXY POND COATING
ALL EXPOSED POND WALLS &
ON
FLOORS
FOR FOUNTAIN EQUIPMENT AND PIPING
12' 0"
30'-01,
24,--0"
PROVIDE EPDXY POND COATING ON
IN PEDESTAL SEE SHEETS C401 & C402.
ALL EXPOSED POND WALLS & FLOORS TYP.
120
O"
35'_901
25'-0" 14"
83 .17 = CO
CRETE P VER WALK
832.50
= NORMAL POND ELEVATION
2'-$„
21_01f
_
_ �
830.50
= POND FLOOR
JEHI
11—I
I I
I (
1=1II11I
11-111-111-
-
— 1
- =1 I— , 0" 1—
1 1
I
I l i—!
I= 1
! I—I I
�—, I -I
!—
-{ j lI
7-7
CONCRETE POND
FLOOR. SEE DETAIL 03/C501,
CONCRETE
FOUNTAIN PEDESTAL WALL.
SEE DETAIL 08/C501.
WELL -COMPACTED
SUBGRADE UNDER ALL POND FLOORS.
CONCRETE
POND WALL AND FOOTING. SEE DETAIL 03/C501,
REFLECTING POND
SECTION A -A'
SCALE: 1/8" = V-0"
PAVER WALKWAY. SEE DETAIL 02/C501.
PROVIDE EPDXY POND COATING ON
ALL EXPOSED POND WALLS & FLOORS TYP.
VIrlVlir\L7G FV11JU Y11f1LL fUVV Vip JV 1.
REFLECTING POND SECTION B -B'
SCALE: 1/8" = 1 '-0"
CONCRETE PAVER WALKWAY. SEE DETAIL
02/C501.
Checked By
94' -fl"
KTF
KTF
PROVIDE EPDXY POND COATING
ALL EXPOSED POND WALLS &
ON
FLOORS
TYP.
12' 0"
30'-01,
24,--0"
2'-8"' �2'-0„
CONCRETE POND WALL AND FOOTING. I
SEE DETAIL 03/C501. 00
REFLECTING POND SECTION C -C'
SCALE: 1/8" = 1'--0"
54'-0"
CONCRETE POND FLOOR. SEE DETAIL 03/C501.
WELL -COMPACTED SUBGRADE UNDER ALL POND FLOORS.
40'-0"
832.50 = NORMAL POND ELEVATION
12'-0"
I
POND LINER. SEE DETAIL 01/C501. f
0
i
822.50 POND FLOOR
I I -I I =1-I I I ----I I I -I I I I I I I I { I 1•--�� I I
FOR LINER CONNECTION TO POND
FLOOR, SEE DETAIL 01/C501.
FL
pvg��G so.
2" TO 3" COURSE-/ �
AGGREGATE �,\N
6" MIN. 3�
GEOTEXTILE FABRIC TO
STABILIZE FOUNDATION
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
2X2 WOOD STAKE
STRAW BALE
GRATE
e
;,Ill—til Ic A
�Tllil fill °
COMPACTED _II -I# o
—
ll
SUBSOIL -1111 a. , STORM INLET I
1 11
o
STRUCTURE
NOTE: STRAW BALES TO BE STAKED -2 STAKES
PER BALE MIN. ---4 BALES PER STRUCTURE
BOUND W/WIRE
SECTION A PLAN
INLET SEDIMENT FILTER DETAIL
NTS C50
4.1 SCOP
FLOW
e
OUTFALL PIPE
PROFILE
OUTFALL PIPE
3'-0" MIN.
TOOLED CONTROL JTS. 4" CONC. SLAB W/6X6 10/10
1/8" WIDE, MIN. 1" W.W.F. W/BROOM FINISH. CONTROL
DEPTH JTS. @ 10'-0" O.C. MAX. & EXP.
APPLIED ANTI SPALLING JTS. @ 40'-0" O.C. MAX.
COMPOUND SEE DETAIL 03
:� 4" #53 STONE C502
NOTE: CONTROL JTS. &
EXPANSION JTS. SPACING
0 0 o , 0 0 0 0 oa MAY VARY. THE DIMENSIONS
o"' ao .o_<D ao ao ao no ao0 " ABOVE ARE MAXIMUM. SEE
1=1-I I1=1I I -=1I f = 11= I1=1 I = - PLANS FOR ANY VARIATIONS
til ; lll,, III 11111=1lI�fl1-111-1111 EITHER INDICATED OR IMPLIED.
4" CONCRETE SLAB DETAIL o1
NTS C50
SELF LEVELING
SEALANT
1/2" PREFORMI
EXPANSION JT.
CONC. PVMT. -
BUILDING FACE OR
CONCRETE PVMT.
EXTEND JT. MATERIAL
TO BOTTOM OF PVMT.
EXPANSION JOINT DETAIL
NTS
EXPANSION JT. SEE CONTROL JT. SEE
DETAIL 02 DETAIL 01
C502 C502
L...�
90° UNLESS
OTHERWISE INDICATED
02
C50
•
BRUSH FINISH ACROSS
-DIRECTION OF TRAVEL
UNLESS NOTED
OTHERWISE
I ItlII STEEL TROWEL FINISH
PROPOSED NORMAL
POOL ELEVATION
---- CONCRETE FINISH DETAIL rO3
-I NTS C50
PROPOSED NORMAL
POOL ELEVATION
NO. 7 OR 8 STONE
END ELEVATION
NOTE: A ROCK OUTFALL AT THE DETENTION AREA WILL BE REQUIRED AT ALL
END SECTIONS WHERE THE DETENTION AREA'S NORMAL POOL IS ALLOWED
TO FILL NATURALLY.
ROCK OUTFALL AT DETENTION AREA
NTS
111J I\II IMV l I LVL -I\{ IVltl JLVI{V {Y I It
(PLAN VIEW OF WALK 0 1/8" = 1'-4"
NTS
94'--0"
40'-0" 24'-0" 30'-0" 12$-0"
0 10
833.17 = CONCRETE PAVER WALK
0 =
---------
PONQ FLOOR
POURED CONCRETE POOL WALL AND CAP.
SEE DETAIL 03/C501.
822.50 = POND FLOOR _— - CONCRETE POND FLOOR. SEE DETAIL 03/C501.
-Ill—
' ADDITIONAL NOTE:
WELL -COMPACTED SUBGRADE UNDER ALL POND BASINS TYP. PROVIDE ONE COAT OF PDXOPRIMEII PRIMER AND
TWO COATS OF PDXOLON EPDXY POOL COATING ON
ALL EXPOSED POND BASIN WALLS AND FLOORS.
COLOR TO BE BLACK.
GREATER
THAN 5'
MIN. OF 6" TOP SOIL
TO ENSURE GRASS
GROWTH_
EDGE OF PVMT., MIN..125- -
1T=I I :..lT
CURB, GUTTER H I= „
OR SIMILAR I=� 2 I I!
STRUCTURE 1N -III=1 THE PUBLIC PUBLIC R/W 1IIIIIIT
12" MIN,
REGULAR BACKFILL
8" CRUSHED STONE OR = ."
APPROVED EQUIV. CLASS I III% 4"
1 BEDDING MATERIAL I I„I { II �i l I „I I1=I I I I fl I II Ill;
HAND TAMPED OR WALKED Bc
INTO PLACE
GREATER THAN 5' FROM EDGE OF PVMT.
NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS.
2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED
W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER
AREAS SHALL HAVE "B" BORROW BACKFILL TO V-0"
ABOVE PIPE.
3. A MIN, 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC & HDPE)
BEDDING & BACKFILL DETAIL o4
NTS C502
MIN. OF 6" TOP SOIL
' OR LESS- � TO ENSURE GRASS
I GROWTH
EDGE OF PVMT., --IIl11111II1 I II -
CURB, GUTTER � _
OR SIMILAR
STRUCTURE IN LIII IITI
THE PUBLIC R/W III -I
"B" BORROW OR EQUIV. -f i! :."" 12" MIN.
GRANULAR MATER'L.
COMPACTED TO 95%
STD. PROCTOR DENSITY ;!fffff 0.1,1-
492III-
8" CRUSHED STONE OR I (- 4
APPROVED EQUIV. CLASS,II „III-IIi IIIT_II�IIII j
1 BEDDING MATERIAL Bc
HAND TAMPED OR WALKED
INTO PLACE
WITHIN 5' OF EDGE OF PVMT.
NOTE: 1, ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS.
2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED
AR'BORROW O BOTTOM OF
EAS SHALL
HAVE"B" BORROW BACKFILL LOTHER
ABOVE PIPE.
3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC & HDPE)
BEDDING & BACKFILL DETAIL
NTS 50
CSO
Architecture
Engineering
Interiors
Landscape Architecture
Land Surveying
Corporate Office
280 East 96th Street
Suite 200
Indianapolis, Indiana 46240
317.848.7800,
FAX 817.574.0957
GCopyright 2001
Owner/Contractor/Consultant:
Scope Drawfga:
Theee drawings indicate the general stops of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical, and slectrical systems.
The drawings do not necessarily indicate or deseribe oil
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade cantraet. shall furnish all items required for the
proper execution and completion of the work.
Project:
Carmel City
Center
Reflecting Pond
City Center
Drive &
3rd Avenue
Carmel, IN
Drawing Tift
SITE
DETAILS
Issue Description:
Bids &
Construction
Rerieions:
Issue Date
Drawn By
Checked By
09-17-01
KTF
KTF
Certified By:
Project Nwnber:
20507