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INV. 831 _12
SANITARY SEWER NOTES
1_ STANDARD SPECIFICATIONS OF THE CLAY WASTE DISTRICT AND INDIANA DEPARTMENT
OF HIGHWAYS SHALL APPLY FOR ALL WORK AND MATERIALS_ PIPE SHALL BE INSTALLED
IN ACCORDANCE WITH SECTION 715.
2. SANITARY SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM D -3034
(S.D.R. 35) AND ASTM 2321. PVC PIPE SHALL HAVE GROOVED BELL AND GASKET.
THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 12454B.
3. PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D- 3034 -89
SPECIFICATION_ FITTINGS IN SIZES THROUGH 8" SHALL BE MOLDED IN ONE PIECE WITH
ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS SPECIFIED IN SECTIONS 6.2 AND
7.3.2. FITTINGS 10" AND LARGER SHALL BE MOLDED OR FABRICATED IN ACCORDANCE WITH
SECTION 7.11 WITH MANUFACTURERS STANDARD PIPE BELLS AND GASKETS. WALL THICKNESS
OF FITTINGS SHALL BE SDR 26 AS DEFINED IN SECTION 7.4.1 OF THE SPECIFICATIONS_
GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MINIMUM CROSS - SECTIONAL
AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F -477 SPECIFICATION. FITTINGS
SHALL BE MANUFACTURED BY HARCO OR EQUAL.
4_ ALL SANITARY MANHOLES SHALL BE "PRECAST CONCRETE" MANHOLES IN ACCORDANCE
WITH ASTM C -478 AND SECTION 720. 0 -RINGS SHALL CONFORM TO C -443. KENT
SEAL OR EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS
AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE THAN 16- INCHES. MANHOLES
SHALL BE AIR TESTED FOR LEAKAGE IN ACCORDANCE WITH ASTM C1244 -93, STANDARD TEST
METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST.
5. BUTYL RUBBER COATING SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 6- INCHES
ABOVE TO 6- INCHES BELOW EACH JOINT_ THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR
TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRECAST PLUG MATERIAL.
6. THE MANHOLE CHIMNEYS INCLUDING ALL RISER RINGS SHALL BE SEALED USING INFI- SHIELD
"UNIBAND" OR APPROVED EQUAL. PRIOR TO PLACEMENT, THE TOP 4- INCHES OF THE MANHOLE
CONE AND CASTING FRAME SHALL BE CLEANED AND PRIMED. THE UNIBAND SHALL EXTEND
FROM 3- INCHES BELOW THE TOP OF THE CONE SECTION TO 2- INCHES OVER THE FLANGE OF
THE MANHOLE CASTING FRAME.
7. THE CASTING ELEVATIONS ARE SET BY PLAN. HOWEVER, THE CASTINGS ARE TO BE ADJUSTED
IN THE FIELD BY THE ENGINEER'S REPRESENTATIVE, SHOULD BE DISCREPANCY OCCUR BETWEEN
PLAN GRADE AND EXISTING GRADE. NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO
ESTABLISH GRADE. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL BE 12- INCHES.
8. BACKFILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH GRANULAR
MATERIAL, TRENCHES OPENING WITHIN 5 -FEET OF PAVED ROADWAYS SHALL BE BACKFILLED WITH
GRANULAR MATERIAL IN ACCORDANCE WITH SECTION 211_ BACKFILL UNDER SIDEWALKS SHALL BE
GRANULAR, UNLESS THE WALKS ARE CONSTRUCTED A MINIMUM OF 6 MONTHS AFTER BACKFILL
HAS BEEN IN PLACE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY AND
COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION.
10. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET
OF PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATION AND INVERT, TO INCLUDE
LATERAL LOCATION, DEPTH AND LENGTH. SUCH 'AS- BUILT" PRINTS MUST BE RECEIVED BY THE
ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED_ THE SANITARY SEWER
LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE
POST SET IMMEDIATELY ABOVE THE SAID TERMINATION POINT.
11. ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE
AIR TEST. SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM 1417 -92, AND SHALL BE WITNESSED
A EY AN ENGINEER AND A REPRESENTATIVE OF THE CLAY WASTE DISTRICT. THE TESTING SHALL BE
ACCORDANCE WITH TABLE 1. ADD 0.5 PSIG FOR EACH FOOT OF WATER ABOVE THE SEWER LINE
ING TESTED.
12. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACKFILL
HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF
5% DEFLECTION TEST RESULTS. ( *THE FOLLOWING ARE CONSIDERED NON- FLEXIBLE PIPES: CONCRETE
PIPE, DUCTILE IRON PIPE AND CAST IRON PIPE)_ THE DEFLECTION TEST SHALL BE PERFORMED
WITH A NINE -POINT MANDREL. PROVING RINGS SHALL BE AVAILABLE.
13. ALL MANDREL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER FOR CERTIFICATION
AND A REPRESENTATIVE OF THE CLAY WASTE DISTRICT.
14. THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH A BRACED PLASTIC DISC OR CAP
CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE.
1 EDDING FOR FLEXIBLE PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6- INCHES BELOW THE
IPE TO 12- INCHES ABOVE THE PIPE. BEDDING FOR RIGID PIPE SHALL BE NO. 8 CRUSHED STONE
FROM 6- INCHES BELOW THE PIPE TO THE SPRING LINE OF THE PIPE AND FROM THIS POINT TO
12 INCHES ABOVE SHALL BE FILL SAND OR EQUIVALENT. MANHOLES SHALL BE PLACED ON NO
LESS THAN 6- INCHES OF NO. 8 CRUSHED STONE BEDDING.
16. WATER AND SEWER LINE CROSSINGS AND SEPARATION SHALL BE IN ACCORDANCE WITH
TEN STATES' STANDARDS.
:ONNECT 1 ris J �- t .. x. T T 831.20 i - 0 LF OF 12- \
APPING SLEEVE & II "/// J j11E I V 8 1 ` 17. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION,
ALVE PER D TAIL II f I ROO AI i AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED.
PLUMBI
-TOR L OF 12 I °
J --� A P T.C. 8 . ` 18. NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING
!_; .O.I 1 2. j _T LF " _C. 31. INV. 26 CONSTRUCTION. CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE.
50 I � � � x - 1 _ 23� LF 8 1 LFI OF 4' PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET. ANY PIPE ENTERING EXISTING SEWERS
�;PV� O 45 ALF I � F_ ? 10. / \ I Q R B RP O 3 SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL, BRACED PLUG UNTIL SUCH TIME AS ALL TESTS
8 ❑ - T.C. 8 1.6 ON THE SEWERS HAVE BEEN COMPLETED AND THE LINES HAVE PASSED ALL PUNCH LISTS.
\ �I k., . 1.76 T R OFD AIN BY PLUMBING C ACTO
WI I I I 1 V - 0 t2 I Y. 026.$3 8 PL MBI G C NTRACT INV. 8 .36 69 END SECTION 19. ALL SEWER LATERALS INSTALLED BY THE MAINLINE CONTRACTOR SHALL BE BEDDED THE
to I �P, IN f 26.3 1 5 LF OF 2" » I INV. 826.00 `
400F� Al $Y A
'�' � SAME AS THE MAIN LINE SEWER.
I - t�l11ldBIgtTPACT I Q I POND 20. FORTY -EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE CLAY REGIONAL WASTE DISTRICT
0 8" N.P. 826.00 \ PRIOR TO THE START OF R CONSTRUCTION. A 4
I - _ SEWE LSO, 8 HOURS NOTICE SHALL BE GIVEN PRIOR
- - - 19 ( 100 YR ELEV. 1.97 TO ANY TESTING DONE IN THE SEWER.
I EAN T fl. c a> NV_ &W 8 .
I IN89. 1 I NV.
I I I -- r F WE INV. 26.69 _
J I '� : t - b i - IN 2 'MANHOLE CASTINGS SHALL BE STAMPED 'SANITARY SEWER' (NEENAH CASTING R 1642 OR EQUAL)
,s
ur. as »
� I I I I 10'w ���� ;�� 1+0"W �� ��,�� 1 �� � , V 1 - - - =- ;:.SAND BE SELF - SEALING TYPE. WATERPROOF CASTINGS SHALL BE NEENAH R- 1916 -F1 AND STAMPED
15 $ :'SANITARY SEWER ".
T.C. 831.76 tUr - MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT ARE_
U I T.C. 830.96 3 r¢Yx INV. 825.08 13 P 01.00%
; 1 1 ® - E U
INV. E 825.38 - 5 - _
W I I I 4' 1 CL ANO T O '�
- TM
I INV_ S 825.98 120 LF OF 2 ,_ _- -
V. 25.6 - - - _ _ _ SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE
_ -
t
I J ; - L 83 39 1 � LF OF 18 ,. -: .
0.25% i 0
'�`� _- i 32 LF OF -
,• .. 1 LF bF $ - __ = __ 8 -INCH
80 LF OF 18 i A SRP 4 _ _ 0.40%
INV. S 4. 3 _ - -
F OF 24 1- :. - -- _
I
30 L
I i
P
0 IN H
ASSR O 0.30% C 0 28%
P
R O 0. �
ASS
U
I - - _ - -_ - - _ - __ _ _ _ :- _ _ - - - - _ - _
_
ANI RY SE R
R FD AIN Y�
S wl BY l� , z = _ ;r <. - .:.::.. - -: ._ - ,_ - :.. 12 -INCH 0.22%
P IN NT12 CTO - _.: - _,.. ,_;: -; -_ _ -:.. -: t :_ '__ �_ _° __ = _ -
BY � E S I MBI G T�ACTt� , _ - LU B C d - _... � ; _- __:_ -;- :- - -
I 1 N = .
- - - 15 -INCH 015%
18 -INCH 0.12%
= - `
f
J - _
18 T
30 LF
OF 9 90 -
T.C. 82 - - --
-TH CONTRACTOR
t 1
- - E S
T_ 1. - - N PR F
C 3 A OVI M A R MEASUREMENTS P
-,- LL DE E SU E E S 0 THE SLOPE F F
E 0 THE R R
- - E SEWE 0 EACH
9 90 - - -
E C
T.C. 82 25
P 4 - - - -
A O 0. 0%
I
SSR
24 INV.
I L I _ _ - =. _ _ MANHOLE SECTION AS CONSTRUCTION PROGRESSES. SUCH MEASUREMENT A F
I � INV. 82739 � , , � ,� _ - - - -- - . - -- = : _- - S SHALL BE CERTIFIED
o T. C_ 830.48 F � I � > > - - - - _
4 fi
A REGISTERED
I = = = LAN SURVEYOR R
I I
D OR ENGINEER AND BE AVAILABLE ON -SITE FOR OBSERVATION
INV_ 826.22 / -_ - - _ _ Q - - = _ _ _ - _ _ Y THE DISTRICT'S
00 _ -{ 3.11 _,- :_ � °` . :: ' . -_ -. ' :' . ; ' -_;:_ : - - _` _ _ INSPECTOR. NO MORE THAN THREE MANHOLE SECTIONS CAN BE CONSTRUCTED
I I I I� I ST M o BE i �-
ADVANCE OF SUCH MEASUREMENTS
III ; - - _ - - - _ -
II c� T 831.80 Lf��1 "
c IN RH ASE ! _ - -
INCLUDED - - -
C�LUDE � -- -
F - .:.:_ - ,.,_... _ :.: <::, _� :_;;. -:.�_ ; _ ..,,. <- 1N THE EVENT THE CONTRACTOR 76L OF t8
I " " DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION
J 14 == _ _ RP C�
O X30% _ ,. ` - . ... .. : .. .:._ - ..,..._ _
III ASSRP O 0.30�L tNV. 825.12 I I C _.- -..- _ -_._ -r _.:_ _- �4ND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM
to I j --IF I - ROOFDRAIN BY I - I SLOPES.
III I I - -
Q � Cj PLUM�IG CONTR�6T '.
I: z
II 1
I
I
I
IfNV. 5.9
4 - - - _
T.C. 831.8 -
-- -- - = GENERAL NOTES
1 - -_
T.C. 83 .30 ._
1 C I 29 � .:�:�s . - _
I 21 1 INV. 827.19 -
T.C. 831.94 -
° T.C. 831.53 152 LF OF 18 62 INV. 826.92 _ _ - - --
_ -
5 INV. 822.17 - _
II - - ASSRP O 0.30% 1. ROOF DRAIN FOUNDATION DRAINS, AN
I I I I I I z z WV_ N 826.44 S, D OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED.
IIII I f I I < < INV. S 826.94 - - _ = 1 i 2. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
00 PERMIT HAS BEEN OBTAINED.
p 337 LF OF 8' L1F 3. ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER
J 3 a O PVC O 1.29% 4 O _ FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL
I o 4 -_ D BY THE CLAY TOWNSHIP
T.C. 830.0 -. Q _ -: _ _. -. -_- - -.r. =. _,n._:r- _:_:.__._
I I a / T.C. 830.40 7 - - - - -.:1 - =- _ _ - .z__. - I __:. y:,. u..:_... _. ,_ s_ �._. =- _.::_' = REGIONAL WASTE DISTRICT.
-- - - -� _ � , - - _ - ,...�... <..- -= _,- _;__�.,r,:. ,.�.,._�r� <: - -,- - _�� _� ate.=__ � -., .__ ,_ _ ,-
II cO Irv. 827.32 1i+tV. X25.$8 I N I I T_C. 30.44 _ -
8
n A N ASSRP 0.44% - - - -- -
I v� / - - - - _ -_ -= - - -_ -_ -- - - 4. WATER M
30 i =- _ _ _ - AIMS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM
I \ Q ♦ - : INV. NE 826.33 -
I a _ _ - - _ -____- VERTICAL SEPARATION OF 18 BETWEEN THE OUTSIDE OF THE WATER MAIN
_ INV. NW 826.83 - -
- -
_ - - _ _- -- - - PIP A
I - _ _ r �- -_ - _ _ - - E AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE
Gam- _ - -
I
SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH
11N, �� \ \ - - - _ -- - - JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS
i 335 LF OF 8" _ ;`'_s`$_ -
-;.:_ :_ - -= __ -._- - -- ___- POSSIBLE. IF WATER LINES) CROSS BELOW SANITARY SEWER LINE(S),
/
PVC ®1.00% -
`'- "`�.�:_ == = - SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT
114 LF OF 1$' T.C_ 829.60 � _ : II
I� �I
PARTICULAR SPAN-
.-, _
�•. ASSRP O 030% INV.
INV_ NE 826.42
N N =
5. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE
\ 1 - -
v. 20' SANITARY
< -
S
N
IN I _ -
' '- .,_ -- S ACCORDING TO THE BEST AVAILABLE INFORMATION. THE
p - T.C. 826.00 SEWER ESMT. '' � _ :_ �: __ ._:::: -_ ,. -- - >. >:= ._ - _ °° _:== ; = =_ -> _- :.:::_,_.. ,- _. - - _ ,
� (1 8i - - _- -- __ _ _ - - _- - - _ CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
- _337.3 -
DONE
�. /
INV. E 817.89 :.. � - . .._ _ - _ _ -
\ \
LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE
- } - TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN
T 826.75 T.C. 831.39
(106. 1041 f_,_ ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES,
N 820 -39 INV. N 822.43
LT.C. 826.00 / I - = a =' �• � � �J � - - - - - - - - - - - - - -:. -, `_. _ _ - 777-77, _ --- _- - -_ THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT 48 HOURS
(10 7 V. E 819.42 - - - - - - - ( )
INV. E 818 -83 1-800-382-5544.
- - - - - - - - - - - - - - - - - - - - - - - - - - -' - - N ADVANCE: INDIANA UNDERGROUND CABLE LOCATION
-
I - 8 3
LPL � -
- - - - - 400 ;P�� <� .0; -
-
- - 361 LF OF 8 PVC 0.45 113: °PV 0•?F5 %, - - -- =� =�T ---= __. _ - - -� 6_ ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
-aa - �.- -.- - -- WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS
41 a
__ - - - - -- r -
-- - - -_ - -- T.C. 830.00 _ ...:. ;:
I - -- / 105 _ -. - _:: ,. - - _ � _�. .,
INV. E 821.14 ` - _ 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE
II �' COORDINATE CONNECTION
BY OTHERS INV. W 821.04 w STORM SEWER SYSTEM.
- WITH UTILITY COMPANIES it OORDINATE CONNECTION p
- �- WITH UTILITY COMPANIES ��T� �� 8. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN
INV. 824.40 INV. 824.91 C- 2-==---- -- - - - - -
/% - - - - -� -- - - - - - - -- T_ - EL- r --EZ -- -�T -- -FT_ = ES=- - -ET -- - €T -- �€k���€� EROSION
F
- - -
ASPHAL CONTROL BLANKET.
-_ - - EXISTING � J�
ASPHAL -� _ 9. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
\ \ - - -_- _ - - - - -- -w- - - _ --- -- _- - -- = - -w- - - - - - - TEMPORARY SEEDING AND MULCHING.
-
i - - - _ - _ _ _ -- - - - - - - -G- - - -G- -G- -G- - -
_ SILT FENCE AROUND STRUCTURES I
___ �_ _ fi
- G -��G- - G - - - -G- -- G- - - -G -- G - G---- G--- -G - - -} GI X15fit -- }�� - -- -�� J -
Ut G - 10" PVC INV. 82 .3; INVI 824.76 ,° 3 I �_ - VV J h EET ® I I 11. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN
GV _ l� - -- VC---------------- - -- - -- --
co �I - - -- ---- - - - - -- --------------- ------- - - - -�- EX�T.C. 827.79 5 ET OF PAVEMENT.
T.C. 8L 7.17 -------------------------- - - - - -- T C. 825.67 1�� F EXU- - - - - -- n INV. S 818.6 CONNECT WITH TAPPING �wv I I o FE
O- - - - - -- - -- I.C. .. 826.081-
UGT- 1 EX IN V. E 81 INV. W 818.34 SLEEVE & VALVE PER DETAIL 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL
(E�INV. E 814.72 WEST 96th 'TSEE INV. E 816.1
INV. W 8'6.48; � REMOVE &REPLACE DRIVEWAY (
AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
INV. E 814.82 INV. W 815.93' FOR WATERLINE CONNECTION STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE
�j I SHALL BE PER DIRECTION OF AGENCY.
DATA TABLE STRUCTURE DATA TABLE STRUCTURE DATA TABLE STRUCTURE ABLE
STORM SEWER STORM SEWER SANITARY SEWER EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED
STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* CURB INLET PIPE UNDERDRAIN - - - - _ - - NOTE
WATER VALVE
1 24" DIA_ RISER PIPE R- 2502 -C 24 INLET TYPE 'A' R -3405 62 24" DIA. RISER PIPE R -1772 ❑ STORM INLET ■ W v WV UNDERGROUND DETENTION SYSTEM SHALL BE CONSTRUCTED
3 MANHOLE TYPE 'B' R -3405 25 INLET TYPE 'A' R -3405 63 24' DIA. RISER PIPE R -1772 Rr LIGHT POLE USING 84' DIAMETER, 12 GAGE, ALUMINIZED STEEL TYPE 2,
4 INLET TYPE 'A' R -3405 26 24" DIA. RISER PIPE R- 3010 -A 64 24' DIA. RISER PIPE R -1772 POST INDICATOR VALVE 0 SPIRAL RIBBED (ASSRP) PIPE HAVING 3/4'x3/4 "x7 1/2"
5 INLET TYPE 'A' R- 3010 -A 27 INLET TYPE 'A' R- 3010 -A 65 24' DIA. RISER PIPE R -1772 ® STORM MANHOLE 0 PIV TELEPHONE PEDESTAL ® CORRUGATIONS AS MANUFACTURED BY CONTECH CONSTRUCTION
6 INLET TYPE 'A' R -3405 28 24" DIA. RISER PIPE R- 3010 -A 66 24" DIA. RISER PIPE R -1772 PRODUCTS, INC. OR APPROVED EQUAL. SHOP DRAWINGS TO BE
7 INLET TYPE 'A' R -3405 29 INLET TYPE 'A' R- 3010 -A 67 INLET TYPE 'K' - SEE DETAIL R -1772 ® SANITARY MANHOLE • WALL MOUNTED FC� SUBMITTED TO ENGINEER PRIOR TO FABRICATION OF PIPE SYSTEM.
8 24" DIA. RISER PIPE R- 3010 -A 30 INLET TYPE 'A' R- 3010 -A 68 24' DIA. RISER PIPE R -1772 CLEANOUT p FIRE DEPARTMENT CONNECTION THRUST BLOCK
'HOLEY MOLEY" 9 INLET TYPE 'A' R- 3010 -A 31 INLET TYPE 'A' R- 3010 -A 69 END SECTION -
10 INLET TYPE 'A' R- 3010 -A 32 INLET TYPE 'A' R- 3010 -A 70 AS -8 W WATER W REDUCER b
11 INLET TYPE 'A' R- 3010 -A 33 MANHOLE TYPE 'B' R- 3010 -A 101 MANHOLE TYPE "C' R -1642 Ex. STORM STRUCTURE NUMBER 100
DON'T 12 INLET TYPE 'A' R- 3010 -A 34 INLET TYPE 'A' R- 3010 -A 102 MANHOLE TYPE 'C" R -1642 ALUMINIZED STEEL
13 INLET TYPE 'B' R- 3010 -A 36 INLET TYPE 'E' R- 3010 -A 103 MANHOLE TYPE "C' R -1642 E UNDERGROUND ELECTRIC UGE SPIRAL RIBBED PIPE ASSRP / \
14 INLET TYPE 'B' R- 3010 -A 37 INLET TYPE 'A' R- 3010 -A E� SANITARY STRUCTURE NUMBER
15 INLET TYPE 'A' R -3405 54 INLET TYPE 'A' R -3405 *NEENAH CASTING OR EQUAL 12 ® TELEPHONE MANHOLE
DIG 16 24' DIA. RISER PIPE R- 3010 -A 55 INLET TYPE 'A' R -3405 _ - _ - - _ CONCRETE COLLAR
18 INLET TYPE 'A R -3405 56 MANHOLE TYPE 'B' R- 2502 -C SANITARY SEWER T UNDERGROUND TELEPHONE uGT
19 MANHOLE TYPE 'B' R -3405 57 MANHOLE TYPE 'B' R- 2502 -C GENERATOR a NORTH
BLIND 20 MANHOLE TYPE 'B' R- 58 MANHOLE TYPE 'B' R- 2502 -C = _ = STORM SEWER
21 INLET TYPE 'A' R- 3010 -A 59 END SECTION G GAS
22 INLET TYPE 'E' R -3405 60 24" DIA. RISER PIPE R -1772 FIRE HYDRANT ASSEMBLY SANITARY STRUCTURE
OTHER) NUMBER (Bob 0 50 100 150
23 INLET TYPE 'A' R -3405 61 24" DIA. RISER PIPE R -1772 ❑ TRANSFORMER ® BY OTHER
1-800-382 -5544 1 1 1 1 1 1 SANITARY SEWER (BY OTHER) - - - - - - METAL END SECTION
GRAPHIC SCALE IN FEET
CALL TOLL FREE *NEENAH CASTING OR EQUAL *NEENAH CASTING OR EQUAL PHASE 1 STORM SEWER
Nue
CORPORATION
st 96th Street
0 polis IN 46240
(317 808 -6000
317 808 -6797
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