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PAVEMENT
REGATE BASE #53
I,VIVIrF1lJ I CV JVOVR/1VC
TRASH ENCLOSURE
CONCRETE SLAB
NOT TO SCALE C600
VARIES (SEE PLAN)
6x6, W2.9xW2.9, WWF
III III Ills II III
6" COMPACTED NO. 53 STONE
8" COMPACTED SUBGRADE
CONCRETE PAVEMENT 5
NOT TO SCALE C6OO
0
II I
3" DOME FILL POST
WITH CONCRETE
4" WIDE REFLECTIVE TAPE
PAINT TRAFFIC YELLOW
4" DIAMETER -
SCHEDULE 40 STEEL PIPE
1" CROWN
D, GRADE SURFACE
D
.e
D . 15" DIAMETER CONC. FOUNDATION
•e
D
•'e
D
D •'e
12" DIA.
MIN.
4" STEEL AND
CONCRETE BOLLARD 9
NOT TO SCALE C6OO
9'-OA
8,-9"
CLEAR GATE OPENING
WOOD FENCE
GATE POST (TYP.)
WOOD ENCLOSURE
O e1
CID DROP FORK LATCH 0
O
9—
LINE OF FDN. BELOW zO
O Lill
'N (C
PIVOTING CANE BOLTS FABRICATED FROM
LINE OF PIER 12" 1/2" DIA. STL. ROD
BELOW
ELEVATION PROVIDE 3/4" DIA 4" DEEP SLEEVES IN
N.T.S. CONC. PAVEMENT FOR LATCHES
TRASH ENCLOSURE 2
NOT TO SCALE C600
TACK COAT
PRIME COAT
O
OO
o
OO
li i it I li i it I l
i i it I I -I
10'-OA
M1 AA1
N.I.S.
�— 165 LBS/SYD BITUM. SURFA
220 LBS/SYD BITUM. BINDER #8
330 LBS/SYD BITUM. BASE #5
COMPACTED AGGREGATE SIZE #53
COMPACTED SUBGRADE
FULL DEPTH
H.A.C. PAVEMENT 6
NOT TO SCALE C600
PLAN
SECTION
PROVIDE STL. RECEIVER
SLEEVE SET IN CONC. AT
CANE BOLT
2" O.D. GALV. PIP GATE W/
WELDED FRAME
3" O.D. (11 GALV.)
GATE POSTS
6" THICK SEALED
CONC. PAD - SEE
DETAILS FOR CONC.
PAD THCKNESS
3,-Of
_ 2" O.D. (16 GA)
LINE POSTS
#11
"ONCRETE WHEEL STOP
HORS
PARKING BUMPER DETAIL �o
NOT TO SCALE �OO
6" BOLLARD (TYP)
SCREENING
REQUIRED
VARIES (SEE PLAN SHEETS)
(V
6x6 - W2.OxW2.0 W.W.F�
`4 COMPACTED GRANULAR MATERIAL
NOTES: COMPACTED SUBGRADE
1. CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF
SIDEWALKS SHOULD BE HAND -TOOLED AFTER EACH
FINISHING OPERATION.
2. PROVIDE A EXPANSION JOINT AT INTERSECTION WITH
ANOTHER SIDEWALK, BETWEEN WALKS AND BUILDINGS
AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.
3. SIDEWALKS SHALL HAVE 1/2" EXP. JOINTS AT 40'-0" MAX. AND
CONTROL JOINTS AT 6'-0" MAX.
CONCRETE SIDEWALK 3
NOT TO SCALE C600
FINISH GRADE
EXIST. PVMT. 2'-0"
LINE OF
MIN. SAWCUT
SCARIFY 1 " OF
EXIST. PVMT. TO NEW ASPHALT PAVEMENT. REFER
RECEIVE NEW SURFACE. TO ASPHALT PAVEMENT DETAIL
PRIME COAT
y EXISTING PAVEMENT
NEW TO EXISTING
PAVEMENT DETAIL r7
NOT TO SCALE C6OO
6-0" 6"
SEE STOOP DETAIL FOR TOP OF PAVEMENT
CONNECTION TO BUILDING MAXIMUM SLOPE 12:1
MIN. 2" SAWED JOINT N
L
co
- J -
1
6" COMPACTED SUBGRADE
BUILDING ENTRANCE
HANDICAP RAMP r4
NOT TO SCALE C600
#4 BARS CONTINUOUS
'LAIN CEMENT CONCRETE
CONTRACTION JOINTS TO BE PLACED
EVERY 10'. 1 /2" WIDE EXPANSION
JOINTS TO BE PLACED EVERY 40'.
24" WIDE
ROLL CURB DETAIL 8
NOT TO SCALE C600
Know what's below.
Call before you dig.
OWNER
3rd Shot Pickleball-Zionsville
Spero Pulos
3545 Wadsworth Boulevard
Wheat Ridge, Colorado 80033
(317) 201-9016
S�\AN C.
Z2
No.
910326
STATE OF
D I ANP..' ��4:
/4NAL
0�. �
09/05/2
No.
Date
Revision
-
9830 Michigan Rd. Ste D I WWW.BADGERENGR.COM
Carmel, IN 46032 (765) 485-0000
Details Sheet
4400 West 96th Street
Carmel, ClayScale Township, Hamilton Count , Indiana
ate
�eptember 5, 2024
Job No.24-099
NTS
Design By
DMD
Drawn By
DMD
Checked By
CCB
Approved By
CCB
Sheet No. C600