HomeMy WebLinkAbout03080001 Construction Plans for Ballantrae pg. 3EIMINSMIIMMUIMININE
12\ VALVE
SEE NOTE
1 o' DECEL L ANF
EXISTING TREES-k. 8 9s
I POSITIVE DRAINAGE AWAY
R W -TO FROM EN TRANCE
\F,OR HCHBE REMOVED---„,,,,, REQUIRED.
O -ASPP ALT
9j
11' MIN,
7.0_1BEGIN SWALE
&,S. S. D. PIPE)
8
7104 SF
10' S.S.E.
887.5
791'1 SF
7471 SF TREE CONSERVA170N F4 &-I
g 8 DRIVE ACC SS- EMENT
(2295 SF)~
6552 SF TOIL 0,
888,8 8887.70
886.5
887.70
885.70
(PER 9E ►P C1RC 0NS
TOP WALL 884,10 D PIP I A N
10=885.70, INV =884
�M�dir►gr!. -885 "4 COVER
RRA 85--1
887.7
D
887,7
t MIN 1278 TEE L9' ASPHALT PATH 12"
893.0
VARIABLE WIDTH
DRAINAGE ESMT
892.0
9822 SF
9677 SF
BE(
S.S.D. P1
890.0
887.5
O, c
SAN M 1
TC= 880= 88
INV ,71-13.7601#5(s.
9040 SF`� -.�L V_$80.56 NW)
R
889.5 h�
INV. 83 00
*VARIABLE WIDTH
STATUTORY LEGAI..
DRAIN,.EASEMENT
MH #4
TC= 886.83
,......JNV- 8.7 :6fi SE'
INV= 877.77 (N)
-895,0
887.10
F.W. ELEV
887.05
ELEV
*NOTE: LEGAL DRAIN EASEMENT
TO BE REDUCED TO REAR LOT
LINES AND PERIMETER OF LAKE.
ORIGINAL 75 STATUTORY TO
REMAIN IN PLACE AT ALL OTHER
AREAS PER HAMILTON COUNTY
SURVEYORS OFFICE.
Sdn
Beginning
TOMVY T. LUK 8e
SHIRLEY vl. CAPPAS
BENCHMARK I�
o#oao 1 46TY -I STI��ET
-897 *EXISTING TREE IN
POSITIVE DRAINAGE AWAY
FROM ENTRANCE RA TO BE REMOVED
REQUIRED. FOR HCHD
ATIO\
TBM #1: TOP OF CASTING OF SANITARY SEWER MANHOLE ON WEST SIDE
OF WARNER TRAIL ON NORTH SIDE OF 146TH STREET (ENTRANCE TO
MERRIMAC SUBDIVISION)
ELEVATION: 898.88
Plastic Board Fence
vIATCH LI
600'f
w
12" WATER LINE
CONNECT TO PONDS
WEST SUBDIVISION
*NOTE: EARTH SHOULDER TO LO
BE SPED WITH POSITIVE
DR I�(IAGE AWAY FROM EDGE
OF 146TH STREET ACROSS
ENTIRE PROJECT.
2629,98'
F.W. ELEV
BOTTOM ELLV =873,24
N.P. ELEV =881.20
TWIN 6" OPENINGS
0 883.75
5" OPENING
0 881.20
'GRATE DETAIL
(NOT TO SCALE)
LEGEND
EXIST. FIRE HYDRANT
EXIST. WATER METER
EXIST. WATER VALVE
EXIST. YARD SPIGOT
EXIST. MONITOR WELL
EXIST. IRON PIN OR PK (SET /FOUND)
EXIST. GAS METER
EXIST. GAS VALVE
EXIST. STORM INLET
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. POWER POLE W /LIGHT
EXIST. POWER POLE W /TRANSFORMER
EXIST. LIGHT POLE
EXIST. GUY ANCHOR
EXIST. TELEPHONE PEDESTAL
EXIST. MANHOLE
EXIST. SANITARY SEWER LINE
EXIST, STORM SEWER LINE
EXIST. CONTOURS
FLOODWAY ELEVATION
(AS DETERMINED BY
WEIHE ENGINEERS)
EMERGENCY SPILLWAY ROUTE
ANlTARY LINE 0
CONNECT TO E (STING
MANHOLE WC- 3 IN
PONDS WEST,
IF
5
CONC. ENCASEMENT
REQUIRED
INV=881.20
5 "OPENINGS
IT
W
GAS
F.F.E.
TC
INV
RCP
CMP
PVC
STR.
M.E.G.
SSD
TOC
GUT
OHE
UGE
UGT
OHT
TBM
LAKE WALL
TOP VIEW
CONCRETE BOX STRUCTURE DETAIL
(NOT TO SCALE)
STORM SEWER STRUCTURE TABLE
STRUCTURE STRUCTURE CASTING TOP OF INVERT
NUMBER TYPE TYPE CASTING
1 CES N/A N/A 881.00
1A NONE GRATE W /REBAR 885.70 881.20
2 INLET BEEHIVE 884.50 881.50
2A NONE WALL OPENING N/A 881.20
3 INLET CURB 887.74 884.50
3A NONE WALL OPENING N/A 881.20
4 MANHOLE SOLID 887.00 881.42
4A NONE WALL OPENING N/A 881.20
5 INLET -n BEEHIVE 886.00 883.00
GRATE W/6 -8" SQUARE
#5
(SEE ETAIL) DETAIL)
TOP STRUCTURE"
PIPE END SECTION
MAILBOX
RIGHT-OF-WAY LINE
SWALE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED MANHOLE
PROPOSED CONTOURS
PROPOSED ELEVATION
PROPOSED PAD ELEVATION
DRAINAGE FLOW ARROW
WATER LINE
GAS LINE
FINISH FLOOR ELEVATION
TOP OF (MANHOLE INLET) CASTING
INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET)
REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
POLYVINYL CHLORIDE PIPE
STRUCTURE
MATCH EXISTING GRADE
SUB SURFACE DRAINAGE
TOP OF CURB
GUTTER
OVERHEAD ELECTRIC /TELEPHONES LINES
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
OVERHEAD TELEPHONE
TEMPORARY BENCHMARK
FRONT VIEW
TWIN 6" OPENINGS
0 883.75
5" OPENING
0 881.20
i
W
U 4 cA
W
ge) O
0 t!'
ion
S a
O O B z
v) z z x a tie N t
4 O 5 6 m ix
2 2 L0'2 -g 0
i I 1
V c.
w
ti 1 F.-1. ire° 1 0
No.
r
88��?
STAT OF lt,;
i 0 t!
1' /1 :;4 -•1\-
PROJECT NO.
W02 --0950
E
0
0
8
0
0
N
0
0
0