HomeMy WebLinkAbout04050136 Build As1 I 2 3
® STORM SEWER TABLE
M
0
4 I 5 I 6 I 7
® STORM SEWER TABLE
STR I
STA BASELINE
OFFSET LT/RT
TYPE
TC
INVERTS
116
4+74.32 'A'
138.00' LT
BEEHIVE INLET
764.40
761.90 (E)
117
1+65.00 'B'
13.00' LT
CURB INLET
762.45
758.12 (SON)
118
1+65.00 '8'
13.00' RT
CURB INLET
762.45
158.25 (SON)
119
1+65.00 'A'
153.07 RT
BEEHIVE INLET
762.30
759.00 (SDE), 755.94 (W), 758.74 (N)
120
1+93.18 'A'
13.00' RT
CURB INLET
762.69
759.55 (WOE)
121
1+93.18 'A'
13.00' LT
CURB INLET
762.69
759.63 (WOE)
122
1+94.32 'A'
137.00' LT
BEEHIVE INLET
761.50
760.00 (E)
123
1+96.71 'A'
250.00' RT
BEEHIVE INLET
762.90
760.40 (W)
124
1+26.76 'A'
153.20' RT
STRAIGHT CURB INLET
765.26
760.40 (N)
127
13+43.64 'A'
53.18' LT
END SECTION
750.70
S
STR I
STA BASELINE
OFFSET LT/RT
TYPE
TC
INVERTS
E101
------
------
EXISTING INLET
753.03
750.30 (NW), 750.26 (E)
107
11+76.69 'A'
139.39' LT
END SECTION
763.70
750.70
108
10+85.73 'A'
141.99' III
BEEHIVE INLET
- 756.50
751.77 (WOE)
109
8+60.75 'A'
145.15 LT
BEEHIVE INLET
761.90
753.23 (SOE)
110
8+75.74 'A'
13.07 LT
CURB NO
761.88
754.28 (51 754.03 (N)
111
8+75.74 'A'
13.00' RT
CURB NO
761.88
754.56 (SON)
112.
8+72.47 •A'
12595 RT
STORM MANHOLE
762.80 -
756.01 (SWON)
113
114
115
1+65.03 or
4+74.00 'A'
4+74.00 'A'
143.07 LT
13.07 RT
1 13.00' LT
BEEHIVE INLET
CURB INLET
CURB INLET
763.00
765.80
765.80
760.07 (S). 757.13 (WOKE)
761.45 (WOE)
761.53 (WOE)
i
9
10 i
Q SANITARY SEWER TABLE
STR I
STA BASELINE
OFFSET LT/RT
TYPE
TC
INVERTS
Et
------
------
MANHOLE
762.76
751.73 (N), EX -748.73 (WOE)
1
1+47.37 'A'
2&00' LT
MANHOLE
763.70
754.28 (N), 754.06 (W)
TA
1+47.33 'A'
135.07 LT
MANHOLE
763.50
753.60 (E� 753.40 (S)
2
3+11172 'A'
21L07 LT
MANHOLE
764.20
755.69 (N). 75525 (E). 755605(S)
3
2+49.99 'B'
2&00' LT
MANHOLE
763.70
756.50 (W)
4
6+01.07 'A'
33.07 LT
MANHOLE
767.90
757.10 (NE), 757.00 (S)
5
6+90.31 'A'
33.00' LT
MANHOLE
767.00
757.72 (E), 757.62 ($tn
6
7+65.59 'A'
32.83' LT
MANHOLE
765.30
756.07 (W)
12 13
14
15
I
t. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
M
2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO
VLWy ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS
FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE
LAKE LINER SPECIFICATION
WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN
WORK
Rotor to the Csoledakd Investigation oral Lake Recommendations reporl1pertarmed by The
WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES,
S cfneider Corpaolion, tar dotal$ on construction of the proposed lake in reference to liner
l0 0 pner 10 sed the more permeable sandy days
(
OMISSIONS. OR ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
cchinsi cion. It maybe racesoy construct
and and $earth$ which may be present at 0 shallow depth Ahin the side slope or bottom of the
3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL,
excavation, The contractor shall perform sotto analysis iods in the bks area(s) to determine it
in the that constraelion of o Rner becomes neces$ay, Lake
- ` -
INDIANA SHALL APPLY FOR ALL SANITARY AND STORM SEWERS
the lake($) wif require a lmr. event
Liner opecificolion$ hove been included below.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
L
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
IGRANULAR
MATERIAL
5 THE SZE LOCATION ON OF EXISTING UTILITIES SHOWN ARE PER
ASSUMED NORTH
INFORMATIOND BY THE RESPECTIVE UTILITY COWANIES.
ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY
»
SCALE• 1=50'
EXCAVATION FOR FIELD LOCATION OF SERVICES,
„D,I coraNFORCEo CONCRETE 4'
• NOTE: STORM STRUCTURES 107, 106 alt 127 CAN BE LOCATED BY EXTENDING THE STATIONING OF s. THICKXKTHA wA4Ks $HALL � -
1 UNE "A' INTO FU SECTION 2. 1 f - h' w' 4HK3( AND 4' E VIOTll
UTILITIES -CARMEL � j �,,,,.-. _ _ � MOL.EY 8Ar8 7. 4' CONCRETE sERMc7F WALK ACROSS FRONTAGE of EACH. LOT TO
- --- -.� _ , -w -- __ _.-•». _ ` It t MN,� BE CONSTRUCTED BY OTHERS.
CAS ELECTRIC
EXISTING TREE RO ALONG NORTH AND N EW C I S P .-_ -� ==--~�--= 8. EXPANSION MM ARE TO BE PLACED AT ALL wAuc
w�,.r''� ,,,,,.••r---•-•.,. �-" " DIG INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK K
WEST BOUNDARY SHAL BE PRESERVED , , CONTRACTION JOINTS AND PERKR SIDEWALKS AT 5'
Indiana Gas Company PSI Energy � ".-�""'"""•"-""'""'""""-'"""""'�• BLIND* ��S � � � EQUALLY SPACED BETWEEN EXPANSION JOi4TS.
K 15900 All'rsonvik Rood 1441 South Cuitad � '
P.O. Box 1700 P.O. Box 876 M. INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR
Noblesville, IN 46060 Camel, IN 46032 M.. LESS
(317) 776-5533 (317) 581-3040 \ M
I �"` 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
774
TELEPHONE CABLE TV ' 772 100 76
� 3 I 1Q A IN COMPLIANCE
ACTIVITY ON APPUCABLE THIS
S.H.A. STANDARDS FOR PERFORMED
167 7 18' RC 0 Q LLP. 107 Y WORKER SAFETY.
Ameritech Jones Intercable j Un0
5858 Nath College Avenue 516 East Camel Drive i ,1. L MINIMIZE DAMAGE TO EXISTING TREES
$173`-i '� 67 ��� �� ••• •• 7 RAP SEE EAST ¢ • • CONTRACTOR SHAT
Indianapolis, IN 46220 P.O. Box 668 ' - - - �- �� 1 7 .2 _, 7 4 - _ - _ _ " S �E �1W
11 252-4275 Camel. IN 46032 ' �- 10' DUOSE TV - `-DETAIL
(3) a�� I T T -
(317) 848-472$ ,: �. X ; � , , � , CO . M�OI�T�AREA � �"" WORKING DAYS BEFORE YOU °ww� J
ro V5 I RCP 0 0. 108 RCP 0 118% qq ' I 1-8W-382-5544
LAKE #1 ' w CALTTOLL IFREEAW s9-1991.
STORM SEVER SANITARY SEWER
M.. _ 8 �.,,10 . .$; 1 I I / I 11.1, VOR L POOL ELEV=75 .70 V R N� I IT PER 1ND1 T THE LAW TO EXCAVATE
City Engineer Camel City Utilities 9 .� ,rill I i� s I { I , I f < I ' •
City al camel RGROUND
i Civic Square ; 10P YEAR EL `548 r� WITHOUT tpNN TWo ti
Carmel, IN 46o3z ; 767.8 7 6.6 t I ; J ; 1 DU 127 1 j DAYS BEFORE coMMENCNG WORK.
1 Civic Square Q o t
Camel. IN 46032 (317) 571-2442 ,�/ ! 768`8 ; 7T e. t "' ' t I I( 7 '""""�& fV
(317) 571-2441 �, ,� / 1 5 PVC 0 0.45% ! I I
,�s'4• `��'• x 6 t ' WOSE lt5 BL 110 E �. ' II,' f - - - -
T.B.M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTERLINE OF
WATER STREETS 8' f � /_ -- 1 - 'T+ -;- -`-I- -I- -f�477/ I RIVER AVENUE AND 18' NORTH OF THE CENTERLINE OF 131st
. /� `� jOk' �O.bo' s3.3 2 j i f559 754. 216.20 ^ STREET STAMPED 95 -RHP 1951. H
Camel City Utilities Camel Street Department \ , ! 7 t,Qr(y; zs of rt �- _ -;' - - - r - - - - - - -_ - - _
I Civic Square 211 Second Street, S.W. _ _ �ELEV.- 751.46
H Carmel, IN 46031 Camel, IN 46032 ¢ .Y r 768.7 r
/ +oo +o0 1 G t �R1.UDLA E -
(311) $71-2442 (317) 571-2637 7 i - - - -- - - - - - - - - - - - - - - - ~
M• • � ' ; •.,,- .� _ T.B.M. PK NAIL 1' UP NORTH SIDE PWP. 1300-758 SOUTH SIDE 126TH
{ N 11 j ; $1 1 ILII "A" - _ _ _ _ _ - r -_ -_ - - - - Z STREET EAST OF HAZEL DELL ROAD.
.� - - - - - - �L.I ELEV:-755,08
Utility Hotline: within Indiana 1-800-382-55144 I? 1 - - _ _ _ _ _ - - - I F --
outside indiono i-800-428-5200 -�� ( "--
� 'ill _ _
:: � £ l?q li 4 ham' `��1 � .94' 7 .00' 4• 7 00` 1 1 2• �, � f 1 �f � � C � L � 3 � � Revisions STR. 1 PIPE RUNS O TABLE, Also
NOTE o 5 `� 'a` �' 1 1 t t - - - - `` �� 1 (� - ` I -- I ..J Z ADJUSTED ENT LANES O TAPERS, ADDED LAKE LINER NOTE.
The size and location o/ utilities are per peons and locations provided by the , 1 � g 15 ,g,,� -I•- � -•I- � I I � � I. PRC 03/31/99 REV. STREET NAkW, ADDED SAN. A,
i All utility companies shall be notified prior to any N b X� \ \ II II I I
respective utility companies. y P \) W W 2. PRC 08/10/99 ADDED REAR YARD SSD% NOTE O DIMS TO LOTS 5, 6 O 7.
p excavation for field location of services. V1 f I I I
I I ( I
I �...._�...._-.... 13 1 1 I I II I II n l °� 0. W
68.7 Z 767.6 s 7 .0 $ 7 .5 I I I I II I II I i PROPOSEIIII ( ( v c
I I III I II I II 11 ( SEWER E T i
G b - 1.
s 1 1 I I I I I I A-•-1-- --I
I
RCP 0 t.2r 1 I I III I L I I I I I\III I
-a
113.63 M�" ..... �, � ^ ..._..•- te 1 - 2 I IIS II I
._._........
M.. t
-------- ~-".----.�- - -- --� - - 5 � -iO
70.00'Existng Storm Sewr M
New Storm Sewer X682" s
- II II �II IiI • II o Oso%\ • � III II II I
I1 -
Existing Sanitary Sewer 125' of 12RCP o 0.o. 766.31
New Sanitary Sewer .��.pp 1 70.00 1 - - T - - -�`-T - I I I (:�" - \
74.4" ... _
F
_ 20 7 OtJO51` 10' DUOSE
Existing Contour
"'"
1 of 1r - � I = � ►�'�' III \� I
_.._
Ni i s ._.10 _MSE, � 114 26�
New Pavement Grade 1o a3o% ( I
W 4 - g ad o o FU S
All Other Finish Grades Z ,1 C' b g g 6 THE
0 Ln
Storm Structure Number M2 I' 2.0.F. 0 0.45% z 766.5 765.0 •D -In 764.5 ..- �- ""-'" ~`•,, l
W
00o Sanitary Structure Number J \ 112.99' _...........
.._.._.... "
W OL
..--- FLOW Arrow z a 15 OU 15' DUOSE t , r' - "
-'a \ 45.07 0.00 62. 70.00' 1 3 ,� ;�Eit" ,�.i ,,rC
Denotes Elevation and Z� - _... - -,�-�''`.-�"
766.3 -
000 0 Approximate Pad Size Z j a_ -'
i 00 PVI t 1 1+00 _sox_ PM 0.607E 2+00 PVI- L i OPUS' J49 _�R VEth .4` •.. : X : \! ,
- - - - - - - - - - - - 6" Subsurface Drain W/ ' 4 7 U "B" \ I
4
4" Tee service 112.67' PVC a 0.45x 2s OF 15 CP 0 r ;- - _ _ x .., r r� ! �` \
NMI
SIEMENS UNIONS
W Fire Hydrant W/waterline �' i71' 0.r s' PVCo 0.45% �. 15' UUIISE UU 76
=1 i 7 4. 15' gg ` 15 BL
T? : 8 I C- t
Denotes Mlnimun Fioa4� o f n
MFPG=000.0 �, I 765.2 1 118
17
Protection Grade 50' i o18 L9 -1.1
19 jW
764., 764 * b764Y 76.4.4 \\00 In Cd
�. . . ...... 2
ad
1 \ � a
764.6 b l I
TIMBER \`
"T I 24' of 12' •� 120 152' OF 2' 85' OF 12'
CREST BEND 122 o 0.30% RCP . 70"
119 ; --L-0.WOSE PDuesE__ 18. 51. 70.00' 1
767
DU AK
EXISTING BEEHIVE 7 0bV 1 A-' - -- -769
TC- 757.04 ASE S' NON ACCESS ESMT. _ --"' /
INV- N 755.18 "" ._... 1
INV- W 755.18M iSE 766 1 1135 111.01
jj
d 7 ....... •"� ,�
EXTEND S.S.D. AND j2. 39 7 1A 7� 124 r - -_ -_ - _~_~
CONNECT TO EXISTING 4 107' OF PVC 0 0.45% '=""
BEEHIVE INLET MulV
o..."'•".'..,,�,,,.««..«, taw ..� j AIV,
• _ .,,....•
r, EXISTING 35' SANITARY SM
B _ _._...
N _.... _...
- - - - - _ _
•��rirw ,r,
--ter rrrr- -rrrrrrrr•''�� ... ••"'•..r.,, •_..••• ...
I_ --- -- - -! 1- ------------------------ - - --�= __....^........-_.__ __
-� .�. aaa+� 0.raasaaa:aaaaa aaaaa�a.�aaaaalr��►aaa+- f, ,,r(�-•-+" - •"'" R.•�-,,,,,,'n'r '''��
v� - L .
�_----_--_---7
i-- - -- -I- - - - , �� I !II I I) �) THE-CAK`ESI HAZEL DELL -
I' ----- -1 _-���� I F-----��--�,� I �_ _(PROPOSED)T I I - _ �--------- �1 Ill T�-- .. I I
_ -� -( 1 ,.11 11 - _ _
L - T- -- --- _
r - - -' -- �:�-. � �.` �-�., I I I ? t � 111 � 11 ► �
IF
M
M
M
I
�-,V,4::v F w/'''��.
N o.
920350TH=
STATE OF
'moi F `.^!OIAN�:.••'G�`��
CERTIFIED BY
Zig 4q
TMS DRAVOC ANA 111E REAS, DESIM AND CONCEPTS CONTAINED
HEREIN ARE TTIE EXCLIW INTELLECTUAL PROPERTY OF THE SCIINEIDER "
CMPORAiM AND ARE NOT TO IN USED OR REPRODUCED IN 1A10LE OR IN D
PART, WTHOUT THE WRITTEN CONSENT OF THE SCHMMR CORPORATION
1999, The Schneider Corporation
The
Rlmeida
Vl Glfion
L. J C
9020 North Post Road Engineering
Indianapolis, Indicia Surveying
44228-6518 Landscape Architecture
317-898-8282 GiS s LIS
317-899-8010 Fax Geology
yoraoerly Schneider Endfasering Corp. / Bohlen. Mayor, Gibson O Assoc.
ESTME DEVELOPEMENT CO., INC. B
THE OVERTURE SECTION 1
HAMILTON COUNTY, INDIANA
DEVELOPMENT PLAN
�-- - - - Drawn APP
Date Project No, rov.
- 02 /19/99 2410.001 PRC
_ Computer Files Sheet No. A
I / J:\2K\2410\OOI\OWGS\C101
XREF: 001BS®�
XREF: 29814C2
XREF: J: \2K\2410OO2\pWCS\0028S
XREF: J:\1442\OO2\PWGS\IBS. 28S
XREF: J:\1442\DO2\PWGS\HZLDELI
14
15 '