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- VAIwVE, AND VALVE BOX
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.0. INV. 38.24
100' � 1•0� 6" PVC BLDG. LEAD
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INV. 37.24
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PROPOSED
STORM SEWER
84' � 1 .0�
C.O.
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SANITARY GENERAL NOTES:
1. SEWER SYSTEM AND APPURTENANCES SHALL BE CON-
STRUCTED ACCORDING TO THE CITY OF INDIANAPOLIS,
SANITARY SEWER SPECIFICATIONS, CODES AND REGULAT-
IONS, USING THE LATEST EDITION.
2. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPLICABLE
PERMITS ARE OBTAIN.
3. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN
WATER DISCHARGE ARE NOT PERMITTED INTO THE SANI-
TARY SEWER FACILITY.
4. ANY AND ALL FIELD TILES ENCOUNTERED DURING THE
CONSTRUCTION SHALL BE REROUTED AND REPLACED.
5. A�L SIDE SLOPES GREATER THAN 3:1 WILL BE SODDED
OR STABILIZED WI7H EROSION CONTROL BLANKET.
6. ALL AREAS DISTURBED DURING CONSTRUCTION SHALI
HAVE TEMPORARY SEEDING AND MU�CHING AND WILI BE
INSTA�LED AS SOON AS POSSIBLE.
7. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES
SHALL BE IN ACCORDANCE WITH LOCAL AND STATE
CODES, RULES AND REGULATIONS.
8. WHERE WATER LINES AND SANITARY SEWERS CROSS ANO
THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW
THE SEWER WITH A MINIMUM OF 18" VERTICA� CLEARANCE,
THEN THE SEWER MUST BE CONSTRUCTED OF WATER
WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL
JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED,
COMPRESSION-TYPE JOINTS WITHIN 10'-0" OF WATER
FIL� MATERIAL.
9. WHERE WATER LINES AND SANITARY SEWER LINES RUN
PARALLEL AND A MINIMUM SEPARATION DISTANCE OF
10'-0" CANNOT BE MAINTAINED, THE SEWER MUST BE
CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON
PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26)
SEWER PIPE WITH GASKETED. COMPRESSION-TYPE JOINTS.
10. ALL PIPES LENGTHS SHOWN ON DRAWINGS ARE FOR
HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
EXACT LENGTHS REQUIRED FOR ACTUAL INSTA�L.ATION.
11. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES
LOCATED WiTHIN THE LIMITS OF THE CONTRACT ACCORDING
TO THE INFORMATION PROVIDED BY THE VARIOUS UTILITY
AS SPECIFIED
�{
6" CONCRETE PAD
�- FINISH GRADE
- NEENAH R-7514 CAST IRON
HANOHOLE FRAME AND LID
� ADJUSTAB�E CAST IRON
VALVE BOX SLEEVE
- SHUT-OFF VALVE. SEE Pl.ANS
AND SPECIFiCATIONS FOR SIZE
AND TYPE OF VALVE.
VALVE BOX DETA
NTS
FIRE HYDRANT
=1��-��� `���' ���_���-�i�-
"�,-1II ,,IIIi�II!'=
POURED CONCRETE
°• �o i THRUST BLOCK
0�8
�a �v
on o.
,o°o0 6" FIRE �INE
0 00
o° piO°ao SUPPORT B�OCK
FIRE HYDRANT 2
NTS C105
COMPANIES, PREVIOUS CONSTRUCTION PLANS AND EVIDENCED tEES, PLUGS dc HYpRANTS
BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE
SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT v� a�. •A" �ARINC /1REA
GUARANTEED. Ma+ES �r sou� �r
•12. THE CONTRACTOR SHALL CONSULT ARCHITECTURAL, PLUMB- e Z�o 29
ING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND a z.s a.a
EXACT LOCATION OF DOWNSPOUTS, WATER LINES, TRANS- 'o Z.s �.+
FORMER'S PAD OR POLE, ETC. �z 3.0 ,o.o
1e 3.0 17.1
13. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: 'e 3.s z,.o
20 ♦.0 26.0
CONSTRUCTION OF CURBS, ETC., OR DAMAGE � TO EXISTING
PAVEMENTS DURING CONSTRUCTION SHAL� BE PATCHED Puce ,�a-
WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS s�E� �A�
TH XI TIN TI N Y BEMMID w���
E E S G SEC 0 B THE CONTRACTOR DOiNG THE
WORK.
14. THE CONTRACTOR SHAI,� RECOGNIZE RESPECTIVE WORK
AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION,
SIZE, AND ELEVATION OF THE EXISTING UTIIITIES, STRUCT-
URES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR
WORK. NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICT
AND OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS,
PRIOR TO THE START OF CONSTRUCTION.
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