HomeMy WebLinkAbout09040009-10 Glick Indoor Self Storage Large Plan Pg 10STR. NO
TC/RIM
-LLV.
INV.
IN
INV.
OJT
SIR.
SIZE
SIR.
TYP
CAS INC;
Trr
-'HI
SITE
DIRE C 1 ON
0= PIPE
IN OUT
102
N/A
N/A
801.50
12'
12"
18"
END SECTION W/ FLAP GATE
SEE DETAIL SHEET C601
END SECTION
N/A
R- 4215 -C
N/A
12"
12"
18"
S
N
NW
103
807.66
N/A
801.75
104
N A
N A
803.00
105
811.60
805.32 807.37
803.80
30X30
TYPE "B" PAVED INLET
R -3350
15712
NW /SE
106
811.30
806.38
806.28
22X22
TYPE "A" PAVED INLET
R -3405
15 /15
N/E
107
811.30
807.85 807.00
806.90
30X30
TYPE 8" PAVED INLET
R -3350
15 /12
SW,NE /E
108
811.40
N/A
807.57
30X30
TYPE "B" PAVED INLET
R -3350
15
SW
109
812.50
N/A
808.80
30X30
TYPE "B" PAVED INLET
R -3350
12
NE
110
812.20
N/A
808.50
22 "X22"
TYPE "A" PAVED INLET
R -3405
12"
S
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C
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10
8 "VCP
PWPL
10
W
W
Lu
San MH
T.C.- 810.24
N Inv -804.4
E Inv -803.8 GA
W Inv -803.9
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9
Asphalt Drive
a 0 0
1 0;,0
ord Light
11 o h
i'Yard Light 1�a0
Asphalt Drive
AWN
E:1ILIi]
812.40
811.30
812.50
gum
apm
817.00
MR]
E
E:3P4�11
812.10
812.60
812.10
812.10
812.50
ONEO
812.50
AMIII]
MO] E:3ltkY11
812.00
WiTi1
E:3b1•1
811.80
811.5
812.85
812.35
E:3P111 REHM
811.50
E:3PL11 E:3141Ili]
812.20
812.50
812.20
812.00
812.00
DAYLIGHT 6" SSD.
FLOO4WAY
MITIG T N ASIN_
2YR= 805.03
10YR= 805.97 0
100YR= 807.64
TOB= 808.00
12.00
:M IS
250 IN ILTRATIQN
TRENCH 0.50%
Wooded Area
809.00
808.00
807.0
812.80
812.00
813.00
PROPOSED AREA TO BE REMOVED
FROM FLOOD PLAN.
1198 +1- ACRES
P500
24 -0'
erial
816.80 OW
BOW
816.00
812.80
GRINDER PUMP
106 81 t.70
o f 15 P£ F-r
Light
"NORTITS E TRAILER
One Story Brick Metal Sided Building on Slab
FFE 812.18
813.30
812.50
1811.01
2.398 acres,
812.001BOW
BUILDING DIMENSION
-1-2Y-X-2-72L
PROPOSED PAD ELEV 812.50
PROPOSED FFE 813.17
MFPG 811.50
MLAG 81.5E
"Northern Parcel"
A part of
LANCASTER REALTY, LLC
Inst. No. 2005 -41017
813.001
1 1�
NOTE:
Ill ANY DAMAGE TO EX. LATERAL
WILL NEED TO BE REPAIRED.
ME Bollard n a�
p 1 0.`l•' 0 ,ry.
811.50
194' of 15" RCP 0.507
CANOPIE I
0 PARKING
1 a 0' 00 h �h
PROPOSED AREA TO BE REMOVED
FROM FLOOD PLAN.
0.98 ACRES
812.25
Edge of Gravel
1813.00c
FLOOD FRINGE PER APPROVED
CAS
LOMA E NO. 07- 05 -4196A
e;`R," HVAC APPROVED ON JULY 3, 2007
oc
812.901
RETAINING WALL WITH
WROUGHT IRON FENCE
TOW
BOW
PROPOSED AREA Tr BE REMOVED
FROM FLOOD PLAN.
0.98 +1- ACRES
APPROXIMAT FLOODWAY LIMITS
PER FIRM M P #1805CO207F,
DA D FEB. 9, 2003
L CREEK
0 ERS)
INV. 802.
ENC
AIL
T. Red.
X10 0090
nv -809 0
etal E d a�
Section
j S 1 n
Act alt
0 11
U.
0
o 5,•
2' VALVE
(FOR PRESSURE TESTING)
SEE DEAL ON SHEET C500
FOR CONNECTION
(CORE DRILL REQ'D.)
9
TOW
B Q W Ston
1 0 '0
RETAINING WALL
815.30
812.50
Asphalt
8
TOW
BOW
8
Asphalt Street
Xfmr
7
TOW
BOW
COOL CREEK BOULEVARD
2' Rolled Curb with Gutter
0
Dumpster
Pad
X
00
a
-C
E(A)
7
SWALE 1.0% W/ 6" SSD.
r
R
0ry
PWPL
6
FLOOD FRINGE PER APPROVED
LOMA CASE NO. 07- 05 -4196A
PREPARED BY EMH &T, INC.
APPROVED ON JULY 3, 2007
6
DENOTES BFE PER APPROVED
LOMA CASE NO. 07- 05 -4196A
PREPARED BY EMH &T, INC.
APPROVED ON JULY 3, 2007
1
Approx. Top of Bank
RETAINING WALL WITH
WROUGHT IRON FENCE
T
5
5
\<EL
r` E.. J by i
D
I j
M.E.
01 ,J
WED
DISCHARGE GE UMMA Y
E
t f I't
APPROXIMATE FLOODWAY UMITS
PER FIRM MAP #18057CO207F,
DATED FEB. 19, 2003
4
0'
15' Water Sewer Easement
per Deed Book 234, Page 179
C/L 15' Water Sewer Easement
as referenced in Inst. No. 2005 -41017
and as shown on prior surveys
tit
COOL CREEK NORTH TRAIL
(BY OTHERS)
0j 0
EMERG CY SPILLWAY
(SEE DE A IL SHEET C800)
EMER
(SEE D
TAC SU
3
DENOTES BFE PER APPROVED
LOMA CASE NO. 07- 05 -4196A
PREPARED BY EMH &T, INC.
APPROVED ON JULY 3, 2007
RTH TRAIL
802.55
SPILL AY
HEET 800)
C/L 15' W e Sewer Easement
as describe in Deed Book 2.34, Page 179
ITTAL
0
15
1
L
30
892.67
000.0
0
0
T
I NV.
RCP
M.H.
STR.
D. U.E.
S .D. U.E.
S.E.
SAN
SAN
H.C.
M.E.
-,r
STM
da c
a
S.S.D.
S.S.P.
TYP.
PROP.
EX.
R.
,860.4
MFF MIN FINISH FLOOR ELEVATION
M.L.A.G. MIN LOWEST ADJACENT GRADE
M.F.P.G. MIN FLOOD PROTECTION GRADE
V.W. VARIABLE WIDTH
B.S.L. BUILDING SETBACK LINE
I INGRESS /EGRESS EASEMENT
0/
TOW
BOW
LEGEND
PAD ELEV
INFILTRATION TRENCH
TOP OF WALL
BOTTOM OF WALL
GRADING NOTES:
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
EMERGENCY FLOW ROUTE
RIGHT -OF -WAY LINE
STORM SEWER LINE
SWALE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL
FLOW DIRECTION
EXISTING SPOT ELEVATION
EXISTING CONTOURS
PROPOSED ELEVATION
STORM BEEHIVE INLET
STORM INLET
TOP OF CASTING
INVERT
REINFORCED CONCRETE PIPE
MANHOLE
STRUCTURE
DRAINAGE AND UTILITY EASEMENT
SANITARY, DRAINAGE, AND UTILITY
EASEM ENT
SANITARY SEWER EASEMENT
SANITARY SEWER
SANITARY LATERAL
HANDICAP RAMP
MATCH EXISTING GRADE
SUBSURFACE DRAIN
AND SUMP LINE
STORM SEWER
GRANULAR BACKFILL
CONCRETE END SECTION
SUBSURFACE DRAIN
SANITARY SEWER PIPE (SDR -35)
TYPICAL
PROPOSED
EXISTING
2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS.
UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR
TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED THESE AREAS INCLUDE LAKE SLOPES,
MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS
OUTSIDE OF BUILDING AND PARKING AREAS.
3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL
AND VERTICAL UTILITY LOCATIONS PRIOR TO MAJOR EARTHWORK.
4. BORROW PITS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL
MATERIAL AND TO DISPOSE OF TOPSOIL.
5. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE COMPACTED TO 95%
STANDARD PROCTOR DENSITY, OR AS RECOMMENDED BY GEOTECHNICAL ENGINEER, WHICHEVER
IS MORE STRINGENT. STREETS SHALL BE COMPACTED PER CITY OF CARMEL SPECIFICATIONS.
ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL.
6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE. OWNER, OWNER'S
REPRESENTATIVE, AND CITY OF CARMEL URBAN FORESTER SHALL BE CONSULTED FOR
CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS,
UTILITY INSTALLATION LIMITS AND CUT /FILL AREAS. IF CLEARING LIMITS VARY FROM APPROVED
LANDSCAPE PLAN, THEN CLEARED TREES SHALL BE REPLACED TO BRING FINAL SITE INTO
COMPLIANCE WITH APPROVED LANDSCAPE PLAN.
7. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED AND CONNECTED
TO NEW STORM SEWER AND POSITIVE DRAINAGE PRESERVED.
8. ANY DISCREPANCIES OR CONFLICT`:' WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE IMMEDIATEL'r BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
9. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENT,
STATE NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE
WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO THE WORK
WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY.
10. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
11. ALL STORM PIPES ARE TO REMAIN PRIVATE.
M.F.P.G. MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A
POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 -YEAR
LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS,
DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE
FLOOD WATERS CAN ENTER A BUILDING.
M.L.A.G. LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT
TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE
STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WILKOUT, PATIOS,
DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL.
SCALE: 1" 30'
60
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IC 8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
DATED 6 4/2009
00
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PROJECT NO.
W09 -0041
JAMES E. SHIELDS JR. P.E. 10201333
C301
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