HomeMy WebLinkAboutC700 Water PlanNP = 898.83
2 YR = 899.05
EXISTING POND
TOP OF BANK = 900.1
SPILLWAY=899.7
10 YR = 899.25
100 YR = 899.60
STONE LAKEDRIVEW W
W
W
W
W
W
W
W
W
W
66 65
64
63 62
61
59
58
57
56
5554WW PRA
I
R
I
E
F
A
L
C
O
N
DRI
V
E
NP = 898.83
2 YR = 899.05
EXISTING POND
TOP OF BANK = 900.1
SPILLWAY=899.7
*
*
*
10 YR = 899.25
100 YR = 899.60
53
72
156
PRAIRIE FALCON DRIVE WWUD UD UD UD
159
160
161
162
163
164
165 166 167
179180 181
178
177
176
175
182
183
184
168 169 170
171
172
173
174
STONE LAKEDRIVESTONE LAKEDRIVE185WWWWWWWW
W
W
W
W
W
W W W W W W W W
W WWWW WW
W W WWWWW WUDUD UDUDUDUDUD
UD
UDUD UD UDUDUDU
DUDUD DRY POND
U
D
UD
UDUDUDUDUDUD
UDUDE N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netWATERFRONT OF WEST CLAYSECTION FIVE "B"C700WATER PLANKnow what'sbelow.
before you dig.Call
R
W
S
N
E
BENCHMARK INFORMATION
BM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OF
ZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITS
JUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OF
DAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4
OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGE
SUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITH
THE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS
CONTROL STATION TABLET, STAMPED "BOO 54 1989".
ELEV.: 901.14 FEET (1929 DATUM)
ELEV.: 900.76 FEET (1988 DATUM)
THESE PLANS ARE BASED ON 1988 DATUM
LEGEND
= RIGHT-OF-WAY LINE
= PROPOSED STORM SEWER LINE
= EXISTING STORM SEWER LINE
= SWALE
= SSD
= SOLID WALL UNDERDRAIN
= NORMAL POOL ELEVATION
= 100-YEAR FLOOD ELEVATION
= PROPOSED SANITARY SEWER LINE
= EXISTING SANITARY SEWER LINE
= SANITARY SEWER MANHOLE
= SANITARY SEWER LATERAL
= PROPOSED WATER LINE
= FLOW DIRECTION
= EXISTING CONTOURS
= PROPOSED ELEVATION
= STORM BEEHIVE INLET
= STORM INLET
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE EASEMENT
= SANITARY SEWER DRAINAGE AND UTILITY EASEMENT
= REGULATED DRAINAGE AND UTILITY EASEMENT
= REGULATED DRAINAGE, UTILITY AND BMP MAINTENANCE EASEMENT
= CONCRETE END SECTION
= MATCH EXISTING
= LANDSCAPE MAINTENANCE EASEMENT
T.O.C.
INV.
RCP
M.H.
STR.
D.E.
S.S.D.&U.E.
R.D.&U.E.
R.D.U.&B.M.P.E.
ME
W
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTH
= MINIMUM FLOOD PROTECTION GRADE
= RIGHT-OF-WAY
= BACK OF CURB
= MINIMUM LOWEST ADJACENT GRADE
= MINIMUM FINISH FLOOR ELEVATION
= DENOTES MFPG & MLAG ELEVATIONS OF
PROPOSED HOME AT FRONT AND BACK
OF STRUCTURE AND MFFE. NOTE: NO PADS
TO BE CONSTRUCTED.
= EMERGENCY FLOOD ROUTE
= BUILDING SETBACK LINE
= HIGH POINT
= ADA RAMP
= FIRE HYDRANT
= CLOGGED INLET PONDING (FLOOD ROUTING)
L.M.E.
TYP.
PROP.
EX.
R.
V.W.
MFPG
ROW
B-B
MLAG
MFFE
B.S.L.
*
HP
UD
THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT,
CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT-OF-WAY
WITH THE EXCEPTION OF CURB INLET CASTINGS.
ALL WATER SERVICE LINES TO END 5'-8' BEHIND SIDEWALK.
WATER AND SEWER UNDER PAVEMENT,
SIDEWALK, PAVED AREAS AND WITHIN
RIGHT-OF-WAY
BEDDING, HAUNCHING, INITIAL BACKFILL
BEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS AND COMPACTION
FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY
SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE
OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION.
FINAL BACKFILL
FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS
AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5-FEET OF PAVEMENT OR
SIDEWALK OR OTHER PAVED AREAS AND FOR ALL INSTALLATIONS WITHIN CITY
RIGHT-OF-WAY SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE
MATERIAL REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED
BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING AT TIME OF
INSTALLATION. FINAL BACKFILL SHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS
TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH
OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6-INCHES OF THE
EXCAVATION BELOW THE START OF THE AGGREGATE SUB-BASE OF THE
PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENT OF
THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD
PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS
JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT BACKFILL
REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
MINIMUM COVER FOR PIPE CROSSINGS WITHIN
CITY RIGHT-OF-WAY
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER
SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS,
REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE
TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL
BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE
MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES
SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT
ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5-FEET. IF THE STANDARD
PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS
A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT
REQUIREMENT SHALL GOVERN.
COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE
LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE
CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY
ENGINEER.
LEGEND
W
W
T(A)
E(A)
G
TELEPHONE POLE
GAS POLE
INLET
TREE
GAS VALE
ADAPTER
BEND
KICKER BLOCK
METER PIT
INLINE GATE VALVE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED WATER LATERAL
CASING PIPE
GAS LINES
TELEPHONE LINES
ELECTRIC LINES
PROPOSED HYDRANT WITH
HYDRANT VALVE
EXISTING HYDRANT
WITH HYDRANT VALVE
BUTTERFLY VALVE
VALVE
BLOWOFF ASSEMBLY
AIR RELIEF VALVE
PLUG
REDUCER
T.J. TEE
M.J. SLEEVE
CROSS
11/16/20