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GENERAL NOTES: ,—..---- ` i ; J / °° I I i / �_ \ \$�0�' �.'�\` �� ` \\ \ \.\ \'` `A� •`�\��'� 9�/ �'\. t •^)1 \\ •�. \�`
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! 1. Curb returns at all roadway intersections to have a radius of 25 , 11. All known utility IocaUons shown are approximate. It is the r- / O \
�,• �, � / I 0 , , >l 1 \ 9 0.5� � •♦ Sao ` �iJ, S/ ` � li_th�• A0' = m � \'O6
' e noted. /' i-• %" I i, m tih � 06��\`�• � \ ,,�\ \� \`. \ =' ��•� � \
o the back of curb unless otherwls contractors responsibility to contact all effected utilities and the \� \
measured t
i ! local utilities protection service prior to excavation. ` �` / ,�; / \ \ ,s.Y \ _
1 ��
2. See Detail Sheet for roadway cross section and pavement section. / / ) / °O / ``• \ r 9g \
I b ' - O \ g \ F \ \\ �
\` '90 \
- Grades have been established to maximize tree preservation. Field i 1: / I "'' ti v N � i i \ �, \ \ g' LL' ��p \ °96 \,LZ
12. 4. -
adjustments may be necessitated to accomplish developmental ;1 1 I I ` i \ M "� _
3. For intersection and cul-de-sac details, see sheets 44-48. � J I , I � `�i � � ` ,� I �� `� \� `D Q''` -- - - -' S � ` ` • cO Q• `` m
\ 00 \
desires. / /'/ / �,M Ir> /' I i o y 00 -- - \ N 00
l c00
onstruction details./� {
4. See detail sheet(s) for typical \ a
13. Grades in wooded areas are to be used as a guide only. Elevations /, / w i , — --`1
• dimensions are to back o[curb, unless otherwise nosed. .shown within proposed building areas are minimum finish floor � "'") i � ''I � ' ��,o S! g \/ � `a- - - °° \ \`' O��O / • � 00 � • s \ �� \ '�
5. All d1 % N 1 ao _ _ -
� Q .'L
\ 1 elevations. Houses and grades in wooded areas shall be custom - e / X \ -
_ . M m
, 1 \�'�0. 83' `� W \ O `\ `L` � vt»i2"'-
6. Ends of all curbs to be chamfered. designed, constructed, and graded accordingto the lot. However,
drainage patterns should be consistent with the plan shown hereon.
7. Roadway shall be constructed with continuous 6" perforated ! -
underdrain as per D.O.T. specifications. (To be placed on both 14. M.E. -indicates existing spot elevation; contractor shall match
- -- sides of roadway.) existing grade at that point. I ' - / �'
oma < F � ; � No-
g
AQ%� \V� �� ���• � g \-��.,!
\� ti > �� `0 \ ` O \ tures aloncurb line are stationed to the middle of the "•�' 00
'` I I og. Struc 15. Where M.E. (match existing) is indicated on the construction plans, ( 1 5[T 00 a�; _ _ c�' \ �g ` Q'' = aO 0
Q �/ m . \
LEGEND ^'i ) i all other structures are '` a' o\ ti 6`�' �`' o / •0 9 6 00 (y)
1 . 4r
structure and offset to the back of curb, field observations should be made to assure positive drainage is / I r j I to a oo Q ` ' / / 6 / �\ ,�' s �'�� \ \ \ °° °D I� °° \ ` `�� h (y)
(41)
PROPOSED stationed and offset to the middle of the structure. l - t N i t \ '9`' \ / \� F, "\S• , g \ • \ s % \1,9
EXISTING y assured. 1 t� c's•�,' h / 9 \` m� `� ,` O\ om ` �• \ti , 6gg
" lateral.developer-
9.
\ ��\ X t \ i\• \ S \ V b. i �'J O \ d�'.> \
STORK SEWER \ 9• All lots are to be served by a minimum of 6 sanitary 16 Excess dirt to be stockpiled in areas as designated by the developer. '
,._
Laterals shall be installed at a minimum slope of 0.61%. Laterals
SANITARY SEWER shall extend a minimum of 3' beyond the easement line.
• 17. Check benchmark with existing grades and existing topography
0 MANHOLE
10. All points of connection of proposed sanitary and storm sewers to before beginning construction. Any discrepancies must be reported
11 INLET existing systems must be verified from a known benchmark vertically to the engineer immediately. %V IF= CT
END SECTION and d horizontal) before start of construction. Any conflict with the p 0
�
Revisions and Dotes
plans must be reported immediately.
STORM STR. N0.
1-1
SANITARY STR. NO.
O
FLOW ARROW
CONTOUR
DSC
�•
SOggl
7 l •� STATE 0* •;• ;:
'-•qy��"�::y• yo��,•�
SUR��-�.•`
501 Congress i ona I Bou I evard
Suite 110
Carme I , IN 46032
317 843-5080
317 843-5089 FAX
!7 SPOT ELEVATION
3-28-93 Add 20 Lft 8' CLAP to SSD outfalls
MATCH EXISTING
Checked by:
BEH
r.RAnF
Revisions and Dotes
Designed by:
BEH
00111TINFRIJ,•
�.���� E. B�tii�
.• `V;. • •� s r'•►. /P ''.
: Q••��a fRFo••o�� �%
No. ? z
0 0
j'�(�
� Elm9URNt1 IJ {J
MSE Corporation
Title:
SITE UTILITY P
3-12-93 Revise 146th Street R/W grading
Drawn by:
3-28-93 Delete Str 80, Add pipe run 111-112
DSC
�•
SOggl
7 l •� STATE 0* •;• ;:
'-•qy��"�::y• yo��,•�
SUR��-�.•`
501 Congress i ona I Bou I evard
Suite 110
Carme I , IN 46032
317 843-5080
317 843-5089 FAX
& GRADING P
SECT10"N 2
3-28-93 Add 20 Lft 8' CLAP to SSD outfalls
4-09-93 Changed Street Names
Checked by:
BEH
Approved byt
SEB
Date:
Scale: 1' =50 / Job No.:114-0522 sheet N0.1 6 of 52
DGN: 522G5.DGN
PRF: 522G5.PRF