HomeMy WebLinkAboutC300 - GRADING PLANSTORM
0
Ff
E 1 Dahl STREET
II
1 �.._..-..-..-
- 1
=STORM STIR TOOK 4 i' ]�'�E ME I 8" r.
y TR: 785.60 ( 1 1 e^
.yi ME I
SEE DETAIL ENLARGEMEN
FOR MORE INFORMATION
it FIR,
0�11�1 ME IPA IBM 1110110ii
I
4' 788.89 PROPOSED BUILDING
0 y AREA: 11,265 SF
78e.79 7ee.a6 F.F.E.: 789.00
M& 60
7B62G I 7ea
sdo
I
m.50
78
a 6sc >`�` 61
7mz0 TAPER CORB
7m 8 780 _ REVEAL 0"-6"� K
A STORM STIR 106
M[TR: 786.83 +A
SCUPPERS IN WALL
REQUIRED FOR DRAINAGE,
REFER TO ARCH/STRUCT
DRAWINGS FOR DETAILS
IYY1 nu
``� �Y•�` / I ` �1Z( STORM STIR line y
TR:78396 1 /
+
I 1\13 I^ I $ 7
\ \ tt JB3.H41 YE
�' I ----------
`STORM STIR 109 A BG 783.441 Lc
I I I TR: 784.15
Il
r_____ ____ _ _ _______________
783
II 1 I V --------------------------------------------
-
II
Aw
STORM STRUCTURE DATA TABLE
NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE -DRAINS TO WATERWAY'
STIR. NO.
STRUCTURE / CASTING TYPE
T.O.R.
INCOMING PIPE DATA
(DIRECTION) [FROM STIR]
OUTGOING PIPE DATA
(DIRECTOR) [TO STIR]
OUTGOING
PIPE LF.
OUTGOING
PIPE S1ZE
OUTGOING
GRADE (%)
CONNECT TO
STRUCT
REMARKS
100
TYPE "A" INLET / R-4342
785.60
12" RCP 781.91 (E) [1011
HIS
12"
01
101
101
TYPE "A" INLET / R-3472
786.14
12" Bar 781.50 (W) [100]
12" RCP 781.40 (S) [102]
BIT
12"
01
102
102
TYPE "C" MANHOLE / R-3010
Intel
1Y RCP 781.03 (N) [101]
IS" RCP MOM (S) [1031
N.
111
01
103
103
TYPE "A" INLET / R-MO
MR.84
15" RCP 780.79 (N) [102]
15" RCP MO." (S) [1041
104'
15"
01
1W
104
TYPE "A" INLET / R-3010
MIN
15" RCP MOM (N) [10)
15" Era 779.93 (W) [108]
25'
15"
01
IN
Ins
TYPE "A" wI FT / R-4149
7RSO0
12" RCP 781.27 (SE) (1061
3T
12"
0.40JG
line
RELEASED FOR CONSTRUCTION 13
Subject to compliance with all regulafions NO
of State and Local Codes 16
A EiIT of Eelnlel .\I (� 5
_
12 RCP 781.14 (NW) (105]
12" BCP 781.04 (E) (107]
108,
12"
0.40%
107
12" RCP 780.61 (W) [IN)
12- RCP 780.01 (S) (1081
48'
12"
0.Qus
to
12" RCP 779.81 (N)
15" Ed 779.81 (E)
[1071
[1041
18" RCP 779.71 (SW) (1091
9'
ler
0.40%
109
18" RCP 779.6E (NE) [108]
1ED HOPE 779.68 (SW) []
37'
18"
0.81%
REFER TO DETAIL
DATE: 06/07/19
T
3
i
]C MIN
ME
4"
6M1
BC 782.883
ME
a
�Tl
TV 781 -
BC 782,95
781
+^$
=6.zG
,
7828]1 ME
33,47
29]
tA
_
,+P +
7
a13
781 ME
2.s3
."j81
IP
TIC
al C
ad 7e2.18z.le
781.811 ME
---�
1C 78242
^0
x 761.92
ASI t
an
9
781.821 MEAli
BET
Tc Jazaal uE
4"
+
fiC JBLY1 ME
a
ea
7m.a21 u
y
h
M1
b
+M1eM1 ^gl'
T
��
0
4
L
+
1
,1 6" 1 I 1
TAPER CURB -
REVEAL 0I
y yM
�1 P HI BY IM10ti ,� ]BB.'
IIIgpI e« + +A C
+
LI
D rOI +
I = 7e47)1 ME
�1ORI 9
, 788.78
STM STIR104 ^inn' p + 7m
TR:783188 +A k +^+�,� o C
+ a, +^�
TI 782901 ME + DETAIL EN
782401 1E -�-- --------
IC SCALE: 1" = 10'
_y
NOTE D:A
EXISTING BURIED ELECTRIC. GAS, TELEPHONE AND
TV WERE NOT LOCATED BY INDIANA UNDERGROUND 811 LOCATE SERVICE. THESE UTILITIES SHOWN ON EYTHE PLANS WERE SCALED IN FROM RECORD RDRAWINGS MADE AVAILABLE TO US BY THE UTIUTY
COMPANIES. CONTRACTOR SHALL CALL BIT PRIOR TO ANY EXCAVATON AND NOTIFY THE ENGINEER IFANY DISCREPANCES OR CONFLICTS WITH PROPOSEDUTUTES ARE FOUND.
I(
1
TAPER
REVEAL
RD -
UTILITY CONTACTS
COMPANY
OMI7ACr
BRIpI'i NETWORKS
JAmtl KIRKMAN
DUKE ENERGY
CHRISTNA GIRCO
YECTREN ENERGY
JGANIE CLARK
CARMEL uni
JOHN OURTY
CARMEL ENON NG DEPT
JOHN THOMAS
CARMEL AT&T
SIEYIIR KREB9
CARMEL UTILITIES
JOHN OUFFY
BUCKEYE PARTNERS, I.P.
MARTY WHITE
AT&T
BRIAR WENTE
0' (&30, 60'
SCALE: 1"=30'
EXISTING LEGEND HEALTH
19 AIR CONDITIONER b POWER POLE
BEEHIVE INLET 0 RIGHT OF WAY MONUMENT
® BUSH & SPRINKLER CONTROL VALVE
I® CURB INLET SIGN
® CLEAN OUT ® SANITARY MANHOLE •
0 DRAINAGE MANHOLE 0 TEMPORARY BENCH MARK
m ELECTRIC METER BOX TELEPHONE PER
EDESTAL
El ED equity.
ELECTRIC PEDESTAL TRANSFORM
Z ELECTRIC CROSS BOX 0 TREE
FIRE HYDRANT 19 TRAFFIC POLE
® GAS METER ® TV HANDHOLE
® INLET TV PEDESTAL
VAL# LIGHT POLE M WATER VALVE Commercial Real Ean MAILBOXstate Solutions®
an MANHOLE ¢ YARD LIGHT No
otr OVERHEAD TRAFFIC UNE ■
PINE
III'
POST O AMER CAN
F■ STRUCTUREPOINT
BENCHMARK DATA INC.
BENCH INFORMATION (88 DATUM) 7260 Shadeland Station I lndlanapoli9, lndiana46256
FOR BASE N900 TEL 317.547.55801 FAX 317.543.0270
USED OPUS SOLUTION 04752980.180 www.structurspoirl.com
ASI BASE 900 ELEV: 783.41
ASI Me 90
CUT SQUARE CONIC BASE OF SW LIGHT POLE IN MEDICAL
BUILDING PARKING LOT.
ELEV: 783.65
ASI MM 91
ELEV: 787.38
I
GRADING LEGEND
\ I
I
STORM STIR 101'Y j ME MATCH EXISTING
TR: 786.14 \ I / FL FLOWUNE
__J__ t_ BC BOTTOM OF CURB
To .1e I / TO TOP OF CURB
M6.
ec 766.e6 \ I HP HIGH POINT
I
\ ' LP LOW POINT
' r1 CONTOURS
--- - 000<- SWALE W/SSD PER CITY SIDS
TC 000.50 CURB ELEVATONS
BC 000.G0
I
000.00 SPOT ELEVATIONS
_ _ f FLOW ARROW
I �)- STORM SEWER LINE
STORM STRUCTURES
Intuitive Health
Riverview Health
Urgent Care &
Emergency Room
14585 Hazel Dell
Parkway
Carmel, Indiana
< N0.
an 10403915
1. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL ? q; S1AlE 6
■ a 4e tt 76Js CONFORM TO CURRENT CITY OF CARMEL STANDARDS.
78279 Bc 7eao1 ALL STREETS AND WATER MAINS ARE TO BE �'*14t 6 `
q 76].20 CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. /Xi/All ONA1EN%pON
ALL STORM SEWERS SHALL BE CONSTRUCTED S. CITY �9
OF CARMEL AND NAMILTAT COUNTY STANDARDS /�/.f//��`/C.[/%V[�
CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL
(�rFIF' INFORMATION AND/OR DETAILS.
2. ALL PAVING WITHIN THE EXISTING AND PROPOSED CERTIFIED BY
RIGHT-OF-WAY SHALL CONFORM TO THE
797.10 tt 78za1
REQUIREMENTS OF THE DEPARTMENT BE ENGINEERING.
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
�s'ul
ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION
MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION
REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE
7ee.w
WORK, AND TO REVIEW THE AUTHORITY OF THE
7B6t3
DEPARTMENT AS IT RELATES TO WORK 'MTHIN ANY
EXISTING OR PROPOSED CITY RIGHT-OF-WAY.
7
3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME
PAYING SEASON.
GENERAL NOTES:
8. WHERE CURB REMOVAL 15 REQUIRED, IT SHALL BE
REMOVED AND REPLACED TO THE NEXT NEAREST JOINT.
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
9. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF
CITY AT THE COMPLETION PROJECT. THE
1D
EXISTING UTILITIES PRIOR TO COMMENCING ANY
CONTRACTOR IS ENCOURAGED TOO INSPECT THE
CONSTRUCTOR. CONTACT ENGINEER IF VARIATION
RIGHT OF -WAY WTTHE CITY PRIOR THE START
EXISTS.
OF CONSTRRT EXUCTION TO DOCUMENT THE EXISTING
CONDITION OF THE RIGHT-OF-WAY.
3. SEE SHEET C002 GENERAL NOTES FOR MORE
INFORMATION.
10. ALL MAINTENANCE OF TRAFFIC SIGNAGE METHODS,
MATERIALS AND CONSTRUCTION DETAILS FOR WORK
OR
4. CONTRACT OR TO VERIFY LOCATION, 512E AND DEPTH OF
WITHIN PUBUC RIGHT-OF-WAY SHALL CONFORM TO
EXISTING TES PRIOR COMMENCING ANY
CITY OF CARMEL REQUIREMENTS, INGOT STANDARD
CONSTRUCTION. CONTACT ENGINEER IF VARIATION
DETOUR SHEETSON AND SPECIFICATIONS AND THE INDIANA
EXISTS.
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THIS
INCLUDES PLACING ROAD CONSTRUCTION AHEAD SIGNS,
5. FLOOD PLAIN STATEMENT:
LANE MERGING SIGNS FLASHING ARROW SIGNS
ISSUANCE INDEX
DATE:
03/11/2019
PROJECT PHASE:
FINAL CONSTRUCTION PLANS
THIS LOT DOES NOT UE WITHIN FLOOD HAZARD ZONE
CONSTRUCTION BARRELS, ETC.
AS SCALED FROM THE FLOOD INSURANCE RATE MAP
(FIRM) FOR HAMILTON COUNTY, INDIANA, CITY OF
CARMEL, COMMUNITY NUMBER 18057C, PANEL NUMBER
18057CO227G, DATED NOVEMBER 19, 2014.
Protect Number 2018.00290
6. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE
WITHOUT AN APPROVED STORMWATER MANAGEMENT
PERMIT.
7. UTUTY RELOCATIONS REQUIRED BY THE PROJECT SHALL
GRADING PLAN
11 CAUTION
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTUTIES SHOWN ON
TIE MD
632-91Y1)
BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY
LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS
THAT RESULT IN A CONFLICT MAN THE PROPOSED
DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE
THIS PLAN ARE BASED UPON MOW GROUND EVIDENCE (Inducing, but
not limited to, manholes, inlets, valves, and marks made upon the
ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE
896-6726
776-5532
571-2493
DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING
POLE LINES REQUIRED TO BE RELOCATED SHALL BE
RELOCATED TO N1lHIN ONE FOOT OF PROPOSED
15 NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
CEAS OBSERVUTILITIEED.THEALL EXACTG
EVIDENCE
RE CTILOEO BRIS Of SAID
EXCONTRACTOR
UNDERGROUND
778-8485
524275
5-
RIGHT-OF-WAY.
PRIOR TO ANY AND ALL CONSTRUCTALL ION.
0 O
ST-2443
LL FEE
"fill" OR 1-800-382-5544
- INDIANA UNDERGROUND -
V
993-8006
tro_i a0