HomeMy WebLinkAbout069-94 SP Creek Crossing DetailSEE OFFSITE WATER MAIN PLANS FOR CONNECTION
DETAILS TO THE EXISTING WATER MAIN. VALVES TO
BE LOCATED EVERY 600' AND FIRE HYDRANTS TO
BE LOCATED EVERY 500'.
r� 100.00' 150.00' _
16.5' R/W 24'
PROP. 12' WATER MAIN ` -
`22.5'
777 0
776 _
OV770.70
TR. 2' N. A. E.
T.C.-77 .00 ,
INV.- 5.86 7-
1 U. 4FT9 - - -
7/ �
'5 10' SI
TEN TION LAKE
Approx. / RMAL POOL - 764.00
Location I/ 100 YEAR -767.04
of Exist, Trees TR. -M..s.
!NV 54.00 \
11 SSD RIS �Qe�
774, (ll 9
5
ell l l ;
i
l l l � X9664 773.00 � e1/
s
a Q
\0'
o
Existing Drive
Existing Bridge-,
" E �� . 14, 6 8 ' 22'
N90000 00
100.00' 22' EXISTING ASPHALT
2- VALVE -��
8" VAL PROP. 12' WATER MAIN MONITORING M H
T.C.-770.00
C' 80'-15 RCP O 1 0% SEE DETAIL
" SwALE O 1.076
•� F s�\STR. /38-M.E.S.
INV. -769.90 STIR. 1-M.H.
F.H VAL ►'E T C -769.50
Q. 2' N.A. E. 430.17 INV. -764.08
H.C. H.0 4 - - - - -
- 165 -ERCP 0 0 ,� K
+ ,
r ESMT.
RETE",TION LAKE
NORMAL ;BOOL - 4.00 `
Uv '1' LA .04
INV -764 00 NTP. 7613
- S. I •+� .,
/ TR. -M. S.,R
o° ^ INV. -764.00 X02= I\ \
^ EMERGENCY
SPILLWAY
\ 767.04 INV. -76
III
NOTE: THE COMMON DRIVE ENTRANCE SHOWN
IS TO BE CONSTRUCTED BY SAFCO DEVELOPMENT
CORP. AT TIME OF CONSTRUCTION OF THE
SUBDIVISION.
Existing Drive Existing Drive
Guardrail
100' 22'
''I Centerline of 146th Stree
75.00' 75.00'
5' TYP. 12VA
IT W W W'
�- W F.H d W PROP- 12' WATER MAIN �I F. H.
5 MONITORING M.H. VAL VE f VAL
T.C. - 770.00 6" SSD 50'-1 S RCP 0.5R- 6- SSD -� SSD RISE
SEE DETAy -
a
SWALE O 0 5% _
• IN -766.00 1 20' INV. 66.25
P R AP 2' N A. E
IRED
-� 1 1 .33 89.28 89.28 170 - - at 6_r - 30' Draino e Utilit Dri e Esmt. 16' COMMON DRIVE
O g VE PVC. �R-26 CLEAN
3. {I v - vaLVE - -L - - T V� - -
100 ar / 1 1/2-
00 P�
,loo
Elev.
^�,' SDR -26 40' eL
�\ 0.00
/ / 07 r-.
772.00 0 72.00 o I: r 00 0 7 .0 N,
oo CO /
2C'4
4 3;i
�P
URD
�z
5 I Q / v, 0 75`:85 ® 89 28 ® ® 89.28 ® 66.32 EM
N`�D QTR. t -M. // �Ioodwa Limas
O 0 IIV.-764.00
�,
1p TA. 1 5 / ^`'�' O ryry INV. -764.00
773 N 6
T.C.-771.40 ^
MAINTAIN MINIMUM 1.0• I INV. -767.04 ��✓�i
COVER OVER TOP OF O ~, o. j xX4.38_ I , 9439
VALVE
STORM PIPE. l D
' � 772.80 � '�� 3� GQ y \�� -,.94 � 10' D t U.E. -lot
Walking I
0 l0
_ a
STR. 33 -BOX INL. ,L/
1 l \ 106
o
T.C.-771.00 3j /hg AO
INV. -766.70 47 r\' T.C.-771.00 1 6 - c� (��73
\ VAL
*SEE DETAIL ha INV. -764.39 N 39+0 1 0 l� Approx. LAKE AREA
7T.C.-770.50 �77`00 � 1 772.QQ o � Location
NOTE: PER THE HAMILTON COUNTY SURVEYOR t o O
THERE IS A FIELD TILE IN THIS GENERAL AREA. I m o <O o INV. -765.46 r M - ® \ Of Exist. NOTE: LAKE TO BE EXCAVATED ONLY IN THE EVEN
TILE IS TO BE LOCATED AT TIME OF CONSTRUCTION v no O T.C.-76 51 T.C.-770.50 772-30 THAT ADDITIONAL FILL DIRT IS NEEDED .
AND PROVIDED WITH POSITIVE DRAINAGE BY t` 772 �' o® ' INV -78 51 INV -764.42 Trees
CONNECTION TO THE 48" RCP STORM SEWER. ( 772.00 / TA. 1 + IF THIS AREA IS NOT USED FOR FILL DIRT THEN A
to N ' Nom / L 30�CP O 3x f/ SAN. M.H. #16 p \ MEADOW/HABITAT AREA WILL BE ESTABLISHED AS
LO ,•i •, O 72 00 2 B T.C.-770.80 / SHOWN ON THE EROSION CONTROL PLAN,
STN 9+47 <o / - .I M H 2 ' FH d` VAL V£ g V.-766.60 ` \\
• T.C.-770.00 SA 0.10 70.10
l I N INV. -764.98 ' ,2 1�A /
INV. -766. 1• I l 63• � T .-771.00 NOTE: THE EMILY VESTAL DITCH AND IRKENDALL
, SII ® , + 0 VAL 45�
120.96 v.-766.18 CREEK ARE UNDER PROPOSAL FOR RE ONSTRUCTION
OFFSITE STORM POI STA. 5+ 87 7 15 0' STA + ' / WITH THE RESULTING FLOWLINE BEING -3' BELOW
WATER RUNOFF �� fl pT 7 43 _ \ y / EXISTING GRADE AS SHOWN AT THIS TI E.
STA. 27493,39' O 46 ' E 26 P O 6.ti 30'RCp o 0 ?4 772.5 0 VERIFY PROPOSED GRADES WITH THE H MILTON
M o 139 R1DG Rc c 4 .3o7t 00 3 ,S� oc,.
�v+ H COUNTY SURVEYOR.
o l 772.50 N o }' 27
CO ROAD 3 '' `'� ° 945
F� / 2
P o 5.3x 7 0.51 95.77 ' y $ + a ' 7 99
38',12RG I 8
1�10 772.50
® 132.89 H.0
& VA
N O i LE T.C.-769.90 g I l STR 4-C H. 2• �(! B. out N INv.-766.90
9 + � 1• I - 764.64
o TR. - .LM.H. N 1 r TR - .I e 772.5Q
O + SD RISER T.C.-770.05 t!n T.C.- 70.00 r'.
Un INV. -765.16 ° 1 INV.- 67.00 aol STA. 37+40
S
773.00 to o, 2.50 o T.C.-771.10 IIo �
l � �oo � � ,� .761.
'o + 1 ss D RISER 70 , ��o• \ \
� w o 1 ®111.58
�I
14�
SSD RISER 14 cc I � 13.30 ti � 772.50
I ® 1 r` 59-112 �• `fl
--�- � SSD RISE \� \
!� „Ooa 53 � --
o +
-+ . l l .
ll
\ \ off \
0 R4-M.H. Ln
M -+ T.C.-770.60 l �11
7 Co
U-)0STA. 7+17 Nv.-765.87 +
T.C.-770.90 o 1
3000
oo
-771.00`0 1
INV. -765.37 INV -765. N Sr
�- J 1 %
^ % 112-60 rn l w�, 1
N 155.35 ® 4/ i 1 c�A eat`
w II 0 l I a .00 \\'''�` 772.30 0 ` 772. ''� FI oo V.
773 ( N ®
11pn
,9 52 K Rte- °� I j 769.fl
0. 54
N �
774 l l0 0 7 QQ r 3 51 -� ®6 0- 130.00
�� e; W I � 1.04 110 0o A 1 ^ ® ® 760-65 fl\,
I 772.00 / I06 I T
O! 0. _ $� I NV. -765.01 Low Wat
II <o co I 4p i N '' III 6 7 a I N \V( CrosSino�
147.14 W ?t rLE N I N N I 18 l I \
W =Io 11 I - 1 T n - 771.80 N rn l I
l ` I 'n ^ TR 1 - .I. TR. 1 - I IUD 771.$0 i 00 772.Q0 I
771.8Q O �- T.C.-770 05 T C.-76 .50 'D STR. 13 -CJ. I g
01 0 11 INV. -765.93 I� T.C.-770.05 T.C.-770.16
I\ TR -I H a O I 0• 7 I I INV -765.72 INV. -,756.34 I O TR, 14- .I. I p
I \ T.C.-770.00 TR. 025-INL. If)N + r ,.� ` INV, -766.96 + T.C.-770.16
� ro � 771.50 I r, � o
^^ INV. -767.00 T.C.-770.40 �. II v W 41 t _ •'� a U 11 R N V INV. -767.10
I J INV. -766.63 �� of T.C. 769.50 I ,D c� 1 N 8`15+ CPO 0 - I
775 \ _ I o, N INV 7g� 00 aK v -`p 0.537. 110 0p 130.00
125'-15"RCP O 0.307. 00 0 7 1.$Q c I 90'-ig'RCp p OD o.3p,9 io o _ oN� +
-13$113 n�I r X9.75 No No • TCrn-77 30' TR. 11-B.H �W o
0 N "!
\ a n10 0 II INV.- 5 60 T C.-769.50 o I- I
} %6 INV , -766.23 / <o e a LU
o -� I TR. t7 NL.S.C. aL r 6Q a F- of (n
oh I 0 !N 771.70
NII
O 00 l l 771 •$b l rct Ir; INV .-766.73 a I Q O cp v,
rn 110 2 CJ
O T.C.-7707.051 0 ; Y TR - I 771 .$0 I W 66 N __ ® N ^ N N 771.7s '
INV. -766.81 I I a
ao T.C.-7 0.05 5 Tl}'. 34+15 �Fti o E \
� o IN1 v.- 67.05 � I I ^ J o' 1 I �4! 0' 00 ° V'41 � �i
u) I • .-770.80 $ , I v' N o ! o I�
0.42 ® I 7 1.80 I '� INV.- C) c II � 6 O - 130.0p -�
r 109. �1 ® �� v O > 6( o CSD 0
776 o I I 4 4 I I u 3 I l a _� ,� ®
N I 10 c, ! I ,� .>< '°
o'D 772. o ® I 772 , o a b o t o LAKE AREA
STA. 4+1 + I 110, 47 772., 0 J II N ^ } Q I I NORMAL POOL - 759 50
777 i� o �� 0 65 11 . o fn ��o '� 772.00
T.C.-771.00 I �� I I I ali + �I I ® 1 NOTE: ACTUAL NORMAL POOL ELEVATION
14V.-764.06 i 4 5 N 9 a N o W / ROELEVAPOSED LAKE MAY VARY FRO
V V -� ® N =2 THE INITI ELEVATION DEPENDING UPON
QTTU I ' <D I I co rn �-. 'nI l C) I O THE FINAL DES OF THE DITCH AT
77U J o ® a NII "6.73 6 1 rn 1 COMPLETION 0 THE RECONSTRUCTION
122.06 1.o0, 772.I 0 `�° I 109.69 + o `9 0 __ 130.
+ �, I I
5 II �� II 6 4 I 772.4Q 1
l N 48 t l J
N SII J10 0
772.50 N F*. H. er VAL vE l a m 772 0
In qx
a`41
779 , I 109 51 _J
C -4 �� 98 I�
I 1 s\ I II /� 72.30
SiD RISER cr y I � 3+ / <" '�� � /
o r 4 �� N o ao <o t�
�\ -N r'g o o 41 SSD RISER /`�° T.C.- 1.40 Q 2 6 J O
I u, r �f 2 INV. -76
1 i\ 77 .50 SSD RISER a II 72.63 772.50 / °/ / I3000 0
$/ l 7 .70 . o k 1 N 7 N 6
I W w
!A. +64 c \ \ �I II Oi o
ao owl
779 I N m, 1 - o' T.C.-770 00 0 l 4°
T. -771.50- .+ STR. 0 C . ,. R -O -W II I NV, -766.76 /
I -763. w> y o°' T.C.-770. o N o �' �`
INV. -767.40 D' 1+65 \ / 77 .50
P M ST 1+65 ��/
2.77 63. ti 772 0
k rt� '� ��' N o T.C:-770.90
j 9
^� \ SAN M1H41 1 ,h INV. -762.8
I TAA, 11+81.94 \ T.C.-770.30 N �0
Grein Space
Corr(mon Area
Walking
Poth
759.
759.18 fl
'J
/P;
Approx.
L oca tion
of Exist.
Trees
fl
fl
-NOTE: EXTEND ONE SECTION
O OF PIPE BEYOND VALVE AND
CAP END FOR FUTURE CONNECTION.
r\
( n
SCALE: 1" = 50'
UTILITY SUMMARY.-
ELECTRIC:
UMMARY.ELECTRIC:
P.S.I. ENERGY
100 MILL CREEK ROAD
NOBLESVILLE, INDIANA 46060
(317) 773-1980
TELEPHONE:
INDIANA BELL TELEPHONE
5858 NORTH COLLEGE AVE.
INDIANAPOLIS, INDIANA 46220
(3;17)-252- 4258
GAS:
INDIANA GAS COMPANY, INC.
P.O. BOX 1700
NOBLESWLLE, INDIANA 46060
(317) 776-5597
CABLE TV
INSIGHT CABLEWSION
15229 STONY CREEK WAY
NOBLESVILLE, INDIANA 46060
(317) 776-0660
SANITARY, WATER, STORM SEWER
& S TREE TS:
CITY OF CARMEL
CARMEL U77LITIESIENCINEER
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
(317)571-2441
264
o 0. 5V 1
a r 118 g8 40X 13A.2
0' /
/ ".C. / 4 GENERAL NOTES:
772. 0
® RP TA. + 54.78 p A. 1 1A. 14+ 1 +O% 0� 65
115.16 r / 1 +p0 40'-ts"RcP�-44(opa P- 15 $ lo�� / ,L ® 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS
4 18"RCP ts/ PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT
I `s° �' 51.53 3 \ 40'-15"RCP 6 1 0 0.30% ��% 'moo THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING
oA 00 / 758. fl THE OWNERS AND/OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN
/ H. H.0
THE FIELD BEFORE WORK IS STARTED OR RESUMED.
2z eC
� = • _ 85.97 ; 0 1 772.20 l
l 773 0 60.57
n ��h�
I - STR. -C.1, o � P STA. 14+ 4 2. THE STANDARD SPECIFICATIONS OF THE CITY OF CARMEL SHALL APPLY FOR ALL WORK AND MATERIAL.
i 22' BL T.C.-770.00 �� STA. 7+54 05 ® \ 60'-24" CMP o o.ox
y PIPE AND INVERTS TO BE SET
72.50 INv.-767.00 l e Q N I 771 90 p - AFTER DITCH RECONSTRUCTION 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL STATE, CITY AND COUNTY PERMITS.
{ EMERGENCY SPIL WAY \
o GRADE AND RIPAP \ IS COMPLETED.
772.90 N 771.90 o J TR. - .I. 3 REQUIREMENTS TOPE >\� 4. THE CONTRACTOR SHALL CHECK WITH THE ENGINEER PRIOR TO START OF CONSTRUCTION TO VERIFY DATE OF PLANS.
777 N l _J T C -770 00 SET AT TIME of COMPLETION
o W INV -766.88 OF DITCH RECONSTRUCTION.
�� �ry , C6 X Z I 9 5. ALL CONTRACTORS SHALL VERIFY SUBSURFACE CONDITIONS PRIOR TO BIDDING.
778 o 2 /�� 6. ALL STORM SEWERS SHALL BE CONSTRUCTED WITH REINFORCED CONCRETE PIPE, CLASS 111, UNLESS NOTED OTHERWISE.
779 ° Q NOTED OTHERWISE.
25 D.U. & E.
11 107.0 ,� 7. CORRUGATED METAL PIPE SHALL CONFORM TO AASHO DESIGNATION M-36, 16 GAUGE, UNLESS
147.18
Appro NOTE: CAP END FOR 758-88 f
Locatio FUTURE CONNECTION � 8. ALL SLOPING TRANSITIONS SHALL BE STARTED OR TERMINATED A MINIMUM DISTANCE OF TWO (2) FEET AWAY
of Exis % END CONSTRUCTION i} 10 Year FROM ALL WALKS AND PAVEMENT.
Tree 5 9. / / STA. 8+99.78 Flood Elev.
NOTE: WATER SERVICE LATERALS 768.00 9. NO TRAFFIC SHALL BE ALLOWED ON PREPARED SUBGRADE PRIOR TO PAVING.
STORM TER NOFF FR THE BACK I IFOR LOTS 21 & 22 SHALL EXTEND
HALF LOTS i6-20 WI BE PICKED FROM 8" MAIN ALONG CHERRY � 10. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER PAVED SURFACES AND TO WITHIN TEN (10) FEET OF
UP BY STORM INLET IN TURE SECTI
OF HAZELDELL VILLAS. RIDGE ROAD - NOT ARUNDEL LANE. \
PAVEMENT SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND COMPACTED BY APPROVED METHODS. I
SHALL BE BEDDED IN ACCORDANCE WITH DETAILS SHOWN.
46 45 11. A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OF FILLS HAVE BEEN GRADED SHALL BE
47 SEEDED FOR SILT AND EROSION PROTECTION. SEE DETAIL SHEET FOR SEEDING SPECIFICATIONS.
\ / LLAS
CONNECT WALKING PATH WITH 12. NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE WATER DRAINS MAY BE CONNECTED TO THE SANITARY
HAZE DEL_ V 4 4PATH IN HAZEL DELL VILLAS SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION.
�
- SUBDIVISION, DURING CONSTRUCTION.
13. ANY EXCESS TOPSOIL OR FILL DIRT ON THE SITE SHALL BE REMOVED AT THE DIRECTION OF THE OWNER.
�- -
isfOnCt B?tween NPT rem0/e Ends Shol► _ ,r n Tn r A«1T 0, S! C nhi rc:c CI1RrdrF
Be Al Needed For Portable Meter And rllhin 14. THE SITE WAS PREVIOUSLY USLO r UK A(ihll;,UL i lJKf1L rUKrVsi 3 r1: rL r <GL✓ 1�.� •v _ � .��• -
f -MAY EXIST. ANY FIELD TILE ENCOUNTERED SHALL BE PROVIDED WITH POSITIVE DRAINAGE.
770 f- ----
SHEET N0.
2
1�E �
0
A
STA. \ 'O
1 ^ M H. 11
V T.C..C. -770.00 \
INv. -760.88
UJ
rY
V �_ -
EXISTING GRADE z /
J /
5' MIN.
\ z /
\ L /
\
/ 12" D.I.
NOTE: CREEK IS UNDER PROPOSAL \
\--M.J. FITTING
FOR RECONSRUCTION AND THE I / TYPICAL
RESULTING FLOWLINE OF CREEK
WILL BE 2'-3' LOWER THAN AS 8 /
SHOWN NOW FOR EXISTING GRADE.
/ ALL THREAD ROD
"-ALL THREAD ROD
30' - 20" STEEL CASING
CREEK CROSS I NG DETA I L
NOTE: USE ALL THREAD ROD AND CASING AS SHOWN OR AT OWNERS/
CONTRACTOR OPTION CREEK CROSSING PIPE (BALL & LOCK) MAY BE USED.
PREPARED FOR -
`
OR:
SAFCO DE'VELOPME'NT CORP.
12220 N. MERIDIAN STREET
CARMEL, INDIAN4 46032
MH Frome And Cover
Neenah R-1714 A• £quo/
LEGEND:
15.
wr,,uSE PAD SIZES DEPICTED ON THE DEVELOPMENT PLAN ARE APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY
EXISTING CONTOUR ELEVATIONS
759. I
ACTUAL FINISH PAD DIMENSIONS WITH THE DEVELOPER.
43
PROPOSED
SANITARY SEWER
SANITARY SEWER LATERALS SHALL TERMINATE A MAXIMUM OF 15' FROM THE RAW LINE AND IN NO CASE SHALL
PROPOSED
STORM SEWER
PROPOSED
DRAINAGE FLOW - -
r„
PROPOSED
WATER MAIN
C)
PROPOSED
FINISH GRADE 70.
A HANDICAP RAMP IS TO BE INSTALLED AT ALL LOCATIONS WHERE A SIDEWALK IS SHOWN INTERSECTING A CURB.
H.C.
HANDICAP RAMP
D. U. & L. E.
DRAINAGE, UTILITY & LANDSCAPE EASEMENT
1" Copper rubM9 H/ Compression
D. U. & C. T.
E. DRAINAGE, UTILITY & CABLE TV. EASEMENT
D. & U.E.
DRAINAGE & UTILITY EASEMENT
B.L.
BUILDING LINE
19.
N.A.E.
NON -ACCESS EASEMENT
p
DENOTES 4"x4"x36" CONCRETE MONUMENT
0
DENOTES COPPERWELD SET AT STREET CIL
264
o 0. 5V 1
a r 118 g8 40X 13A.2
0' /
/ ".C. / 4 GENERAL NOTES:
772. 0
® RP TA. + 54.78 p A. 1 1A. 14+ 1 +O% 0� 65
115.16 r / 1 +p0 40'-ts"RcP�-44(opa P- 15 $ lo�� / ,L ® 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS
4 18"RCP ts/ PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT
I `s° �' 51.53 3 \ 40'-15"RCP 6 1 0 0.30% ��% 'moo THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING
oA 00 / 758. fl THE OWNERS AND/OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN
/ H. H.0
THE FIELD BEFORE WORK IS STARTED OR RESUMED.
2z eC
� = • _ 85.97 ; 0 1 772.20 l
l 773 0 60.57
n ��h�
I - STR. -C.1, o � P STA. 14+ 4 2. THE STANDARD SPECIFICATIONS OF THE CITY OF CARMEL SHALL APPLY FOR ALL WORK AND MATERIAL.
i 22' BL T.C.-770.00 �� STA. 7+54 05 ® \ 60'-24" CMP o o.ox
y PIPE AND INVERTS TO BE SET
72.50 INv.-767.00 l e Q N I 771 90 p - AFTER DITCH RECONSTRUCTION 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL STATE, CITY AND COUNTY PERMITS.
{ EMERGENCY SPIL WAY \
o GRADE AND RIPAP \ IS COMPLETED.
772.90 N 771.90 o J TR. - .I. 3 REQUIREMENTS TOPE >\� 4. THE CONTRACTOR SHALL CHECK WITH THE ENGINEER PRIOR TO START OF CONSTRUCTION TO VERIFY DATE OF PLANS.
777 N l _J T C -770 00 SET AT TIME of COMPLETION
o W INV -766.88 OF DITCH RECONSTRUCTION.
�� �ry , C6 X Z I 9 5. ALL CONTRACTORS SHALL VERIFY SUBSURFACE CONDITIONS PRIOR TO BIDDING.
778 o 2 /�� 6. ALL STORM SEWERS SHALL BE CONSTRUCTED WITH REINFORCED CONCRETE PIPE, CLASS 111, UNLESS NOTED OTHERWISE.
779 ° Q NOTED OTHERWISE.
25 D.U. & E.
11 107.0 ,� 7. CORRUGATED METAL PIPE SHALL CONFORM TO AASHO DESIGNATION M-36, 16 GAUGE, UNLESS
147.18
Appro NOTE: CAP END FOR 758-88 f
Locatio FUTURE CONNECTION � 8. ALL SLOPING TRANSITIONS SHALL BE STARTED OR TERMINATED A MINIMUM DISTANCE OF TWO (2) FEET AWAY
of Exis % END CONSTRUCTION i} 10 Year FROM ALL WALKS AND PAVEMENT.
Tree 5 9. / / STA. 8+99.78 Flood Elev.
NOTE: WATER SERVICE LATERALS 768.00 9. NO TRAFFIC SHALL BE ALLOWED ON PREPARED SUBGRADE PRIOR TO PAVING.
STORM TER NOFF FR THE BACK I IFOR LOTS 21 & 22 SHALL EXTEND
HALF LOTS i6-20 WI BE PICKED FROM 8" MAIN ALONG CHERRY � 10. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER PAVED SURFACES AND TO WITHIN TEN (10) FEET OF
UP BY STORM INLET IN TURE SECTI
OF HAZELDELL VILLAS. RIDGE ROAD - NOT ARUNDEL LANE. \
PAVEMENT SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND COMPACTED BY APPROVED METHODS. I
SHALL BE BEDDED IN ACCORDANCE WITH DETAILS SHOWN.
46 45 11. A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OF FILLS HAVE BEEN GRADED SHALL BE
47 SEEDED FOR SILT AND EROSION PROTECTION. SEE DETAIL SHEET FOR SEEDING SPECIFICATIONS.
\ / LLAS
CONNECT WALKING PATH WITH 12. NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE WATER DRAINS MAY BE CONNECTED TO THE SANITARY
HAZE DEL_ V 4 4PATH IN HAZEL DELL VILLAS SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION.
�
- SUBDIVISION, DURING CONSTRUCTION.
13. ANY EXCESS TOPSOIL OR FILL DIRT ON THE SITE SHALL BE REMOVED AT THE DIRECTION OF THE OWNER.
�- -
isfOnCt B?tween NPT rem0/e Ends Shol► _ ,r n Tn r A«1T 0, S! C nhi rc:c CI1RrdrF
Be Al Needed For Portable Meter And rllhin 14. THE SITE WAS PREVIOUSLY USLO r UK A(ihll;,UL i lJKf1L rUKrVsi 3 r1: rL r <GL✓ 1�.� •v _ � .��• -
f -MAY EXIST. ANY FIELD TILE ENCOUNTERED SHALL BE PROVIDED WITH POSITIVE DRAINAGE.
770 f- ----
SHEET N0.
2
1�E �
0
A
STA. \ 'O
1 ^ M H. 11
V T.C..C. -770.00 \
INv. -760.88
UJ
rY
V �_ -
EXISTING GRADE z /
J /
5' MIN.
\ z /
\ L /
\
/ 12" D.I.
NOTE: CREEK IS UNDER PROPOSAL \
\--M.J. FITTING
FOR RECONSRUCTION AND THE I / TYPICAL
RESULTING FLOWLINE OF CREEK
WILL BE 2'-3' LOWER THAN AS 8 /
SHOWN NOW FOR EXISTING GRADE.
/ ALL THREAD ROD
"-ALL THREAD ROD
30' - 20" STEEL CASING
CREEK CROSS I NG DETA I L
NOTE: USE ALL THREAD ROD AND CASING AS SHOWN OR AT OWNERS/
CONTRACTOR OPTION CREEK CROSSING PIPE (BALL & LOCK) MAY BE USED.
PREPARED FOR -
`
OR:
SAFCO DE'VELOPME'NT CORP.
12220 N. MERIDIAN STREET
CARMEL, INDIAN4 46032
MH Frome And Cover
Neenah R-1714 A• £quo/
£osy Access From Ouls,de the Manhole
PCI Sic. rop
15.
wr,,uSE PAD SIZES DEPICTED ON THE DEVELOPMENT PLAN ARE APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY
"WA TE'R " Cost In Cover
ACTUAL FINISH PAD DIMENSIONS WITH THE DEVELOPER.
43
16.
SANITARY SEWER LATERALS SHALL TERMINATE A MAXIMUM OF 15' FROM THE RAW LINE AND IN NO CASE SHALL
lop 0/ Structure
THEY EXTEND CLOSER THAN 5' TO THE BUILDING LINE. GRANULAR BACKFILL, COMPACTED BY APPROVED METHODS,
1 -0' Higher lhon
Adjacent Crvund -
- = __- _
SHALL BE REQUIRED IN LATERAL TRENCHES OR EXCAVATION WITHIN 5' FROM THE BUILDING LINE.
17.
A HANDICAP RAMP IS TO BE INSTALLED AT ALL LOCATIONS WHERE A SIDEWALK IS SHOWN INTERSECTING A CURB.
MH Riser
ASrM 0478
1" Copper rubM9 H/ Compression
18,
LOTS HAVING SANITARY SEWER WASTE SERVICED BY GRINDER PUMPS ARE: 1, 2, 3, at 4.
0
Valve, remote fnd AMC Pug I
0 -Ring Gaskets
All Fittings Shall Be Compression I0
19.
GRINDER PUMPS SHALL MEET OR EXCEED THE FOLLOWING REQUIREMENTS:
AS71t C44J
DELIVER AGAINST A TOTAL DYNAMIC HEAD OF 30.0 FEET WITH A PEAK DESIGN FLOW OF 30 GPM.
RECOMMENDED PUMP SPECIFICATIONS: 2 HP MINIMUM, 208/230 VOLT, 60 CYCLE, 20 AMP, SINGLE PHASE.
I" NPT x Compression Bross
Woter Line
Corporation Stop. Direct Top
ro Woter Main
20.
THE ENTIRE PRESSURIZED SANITARY SEWER SYSTEM IS TO BE INSTALLED AT A MINIMUM DEPTH OF 5.0' FEET.
ALL LINES ARE TO BE PLACED AT GRADUAL AND CONSISTENT SLOPES. ALL COLLECTOR PIPES SHALL BE 2" PVC
-SDR-26.
ALL INDIVIDUAL SERVICE LINE CONNECTIONS (FROM DWELLING TO COLLECTOR) SHALL BE 1 1/2" PVC
o
SDR -26 LOCATE VALVES AND CLEANOUTS ASS WN ON THE PLANS,
16 Geared Butterfly voters
Align For Operation" Through
•
manhole Cover.
rexible Nbtertight Joints
By Kor-N-Seo✓ Or Equal Concrete Blocking As Required
e- -ee--- `---
1 cost -In
NOTES Ptoce Concrete Bose
W/ 14 O 12- E. W.
1. Morho/e Steps 9110 Be Special Bock/71
M.A. lnai)stries Mode!
PS -1 Or EgU04
2. 1•Coppef ruoins Shah Be MONITORING MANHOLE
fim!y Andior� a To The Monhole
Wbns .417d Ce -t in9. Not ro Scale
J. Meter Yak - .Sh 0!! Be ;'Ora
11_502 ASsef '5/y w/Angle Vo/ves
4. Angle vo/vies -hon Be r ord
AV94J23, rel. ion Cooted
GENERAL REVISIONS
GENERAL REVISIONS
1 � ! DEVELOPMENT PLAN - ASHMORE TRACE F.B.
OF I ' I --
DATE BY JOB NO.
8/30/94 F.A.P. 88-1031
8/31/94 F.A.P.
DRAWN BY:
CHECKED BY:
DATE
PAGE # 08- 1 7-94
CIVIL EiNCINEERS
N0. `' dPs
882% :.p
10-a STATE OF �
ALLAN H. WE/HE, REG. P.E. INDIANA #8821
\NE HE ENG NEERS, N C
10505 NORTH COLLEGE AVENUE ALLAN H. WEIHE, P.E., L.S.
INDIANAPOLIS, INDIANA 46280 PRESIDENT
(317) 846-6011
LAND SURVEYORS LAND PLANNERS