HomeMy WebLinkAbout15---- MINIMUM CF 6" TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH DIAM.
IF REQUIRED SKIRT -
/ �s--
//\<���//� ��� \ A T ---------_ ----- -- -- ��-- - --- -- W A ___ _. I OFFICE OF THE HAMILTON COUNTY SURVEYOR
1/32' PER 1' -- —_ -----_ - ----
B' BORROW OR EQUAL TAPER EA.
VAA GRANULAR MATERIAL PLAN VIEW
SIDE
COMPACTED TO 95 %
DSILTY HORIZON
STANDARD PROCTOR
E I _-_-------- - t 1/z" R
HORIZONTAL FLARE
GROOVED END ON OUTLET,
i
TONGUE END ON INLET RIP -RAP TO BE
PLACED ON SIDE ' _ // 'J'1
B SLOPES NOTE: L �/
,\ \, ! - -- -- • -s- - PRECAST CONIC. ADJUSTER RINGS _ TEMPORARY EXTENSION ABOVE f
NCTL: ALL BEDDING & INITIAL BACKFILL _-_-------- ; I IF NEEDED, (4 MAX) -OLE PIPE -PIKE TURNS GROUND TO BE REMOVED UPON
SHALL BE INSTALLED IN 6" - 12' ~IIA. F DIA. G� COMPLETION OF HOUSE ! STEEL FENCE POST
\\ \ BALANCED LIFTS - 135 -Tc 67
o-! 6" x 6' WIRE MESH __ 96' S4 86 t - TFR THAN 4.5__7_0 90' ALL MEASUREMENTS TO BE 1
96 _ 48 RFI. , CAP & TAPE —
/////\//\��\//I STORM INLET SEDIMENT TRAP REINFORCEMENT Q CASTING FRAME & COVER r MEASURED FROM BACK OF CURB j
a? GR _THAN4T 1'b- i z
A MINIMUM 9" OF CLEARANCE �_ AS SPECIFIED }- 6
��; 8a 48" TURNS UP 'C a5 � Z Z
25 O.D. + 12" SHALL BE PROVIDED ON EACH SEDNMT TRAP SHALL. BE GLEAM - �� 72 _��" -�_ 0_PP_f 4! - n O
SIDE OF THE (STALLED IPF I OUT WHIM MA�pAL IS 112• DEEP I 3 GROOVE - OUTLET END \ / 6--6-0--
_ _t 24 -33 GREAT�E-R THAN 45' T.0 90'j � I 18" 8 �° PROPOSED GRADE I O
34" TRAP SHALL BE NSTALLED WEEN TONGUE - INLET END I + / -- (�--- ' LL_Lil W
CONCRETE PIPE TRENCH DETAIL (w;/1 s' of RAVEMENT , - - ----- '
I TIE CATCH BA.V 13 MJSTALLED ; ASPHALTICOf
2 1 SLOPE AND 9FL4LL REMAN UNTIL PERMAN- �- -- _ - - -� ____ I o RUBBER SEAL
CONCRETE REDUCER CAP
- - #
14 OR LESS EDIT SURFACE IS MTALLED. BETWEEN JOINTS 1� / / / / -• � 0 0 � (Y
FULL .HEIGHT MANHOLE � � 1 � O O O O
/ —___ SECTION A—A 5" �' W _ _ ' ui
SCAL 7 2" = 1 '-- 0' ON ALL SIDESF — _ STEPS AS SPECIFIED _ > >
�: I 22" I END -SECTION SHALL COMPLY WITH ALL APPLICABLE PORTIONS OF AS.T.M. C76. O o c \ \ I U ch
/; -- MINIMUM OF 6" TOPSOIL OVER EXCAVATION ►------------------�, n 0 oL o 0 0 o n n a w Ld >iD
- -- - - --- - - fyOTF. 0 0 0 > 0 0 n 0 0 0 �/� i cr cr cn v;
TO ENSURE GROUNDCOVER GROWTH / Dl4M. WALL Tor G WEIGHT A B C D E DIAM. +1" R -i R-2 SKIRT - MANHOLE CONFORMS TO n O
STM
A NO 13R CK 8
IF REQUIRED / 12 2 — 1 1/2 530 4 24 48 1 2 72 7/8 24_ 13 - 1016 9 _ 3 1 �2 - I 0 BLOCK
/ _ 15 2 1/4 2 740 6 27 48 73 30 16 12 1 2 11 J�2 IN 'DIA SUBSURFACE - WILL
! O, O O O O
R L
y / ---- --- _--- --------- L 0. C. NEENAH IRON GUTTER -•�— - TILE'T"STUB WHEREAREQ'D BE ALLOWED IN MANHOLE FW-- O O O O
- — 18 _ 2 1/2 2 1/2 _ 990 9 27 46 73 36 19 5 1 2 12 4
INLET FRAME AND GRATE - -- --- ____l1/8 --- _ O-RING REDUCING TEE <D \ \ \
21 2 314 _ 2 1/4 1280 9 _ .75 38 73 42 —22 16 t 6 13 _ 4 OIA_FgSPFiOLTt GASKET M0.5TIC OR 6" MIN. a
/ 1 24 3 - 2 1/2 1520__9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 14 4 1 �2 (MIN.) �_ REQUIRE C) \ N O \
N \ \ \
�� / L BUTYL RUBBER SEAL SSD MAIN �; WIN LOPE 0.3 't J7
\ \\/'� N I IIf \
BETWEEN MANHOLE JOINTS
REGULAR BACKFILL IF (A �'�- 1/2" PER FOOT SLOPE
i" M!N r MI 3" MIN. 4' SSD
� � � ¢ -- PREFORMED HOLE TO MAX MIN MI T /'1
/\ \ B' BORROW OR EQUAL \ it ' ' of PIPE o. D. + s' w/NON- 12' MIN.
GRANULAR MATERIAL 'i 6" i END -SECTION DETAIL o ` ____
• V III
SHRINK CEMENT GROUT
/ COMPACTED TO 95 % yT_ I NOT 70 SCALE 14 . MIN SEPARATE BASE & RISER
\\ f- o STANDARD PROCTOR--- II --- INVERT 12' R. C. P. 3"•MIN SECTION IS OPTIONAL
DENSITY 14 7, - °NF COMPLETE UNIT OF PRFCAST CONCRF?E
NOTE' ALL BEDDING & INITIAL BACKFILL IE"------�- �fi�I MANHOLE BASE AND RISER OF APPROVED ALTERNATIVE
----------'_—r== '
-t \ SHALL BE INSTALLED IN 6" - 12"
\ \\ \ 13 BARS* 1z• oc. EACHWAY BALANCED LIFTS -- THERE IS NO DETAIL No. I1 MANHOLE DETAIL24'"0 THRU 48"0 76 TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
p>
A MINIMUM 9" OF CLEARANCE SCA(_F: i�8"= 1 -U 14 f --- -_--- --- -- ; O c�
SHALL BE PROVIDED ON EACH I I
15 O.D. + 2" STANDARD PIAN 1
I-------- SIDE OF THE INSTALLED PIPE NOTE: USE NOEPENDENT CONCRETE PIPE CORP. INLET TYPE A OR EQUAL. .TSD
ROCK RIP RAP -- ! N
CONCRETE PIPE TRENCH DETAIL MOR THAN 5' FROM F-vMT 2 CATCH BASIN s -- - --- - ---- --- -- -- --- -- --- - - _i__ cl)
� 4\ SLOPE_ 1% _
SCALE: ?/2"' NOT TO SCALE 14 TYPICAL LATERAL
�.• v, �� / /� , NOT TO SCALE 7 4 M
-- MINIMUM OF 6" TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
EASEMENT EASEMENT
'�/• / 15' MIN. 15' MIN. V)
100 YEAR 2' FREEBOARD MIN
Op�j t 7
BOLT TO APRON 6'F ROM EDGE OF-� MIS NOPM.AI :'001 /SMERGPILLWEANCY cO a
'B' BORROW OR EQUAL GRANJLAR MATERIAL CONCRETE 3 BOL RTES REQ'D J EMERGENCY SPILLWAY SECTION �2T 100 YEAR I r
COMPACTED TO 95 % STANDARD PROCTOR t /4" : 4' x t0' I /! 2' MAXMx.
DENSITY - �' i NO SCALE I 10' MI
! 10' MiN
EQGAL slzE sr�, a" �s' TYP. _ 'ti; A A Z
Wz
f /\ j\/ \ % 111-;S CRUSHED
SEicDDING NMATOERIAP HANDEDTAM E APRON 1 N zi ! H-BAR
HO BAR I OIA D1N I 1-_ L 34 °D J -
cv % \ �t� ` REQ'D i T MIN _. - - - - - •+a O
// 3t
\ /\\ OR WALKED INTO PLACE. 8 L - 5 8 ¢ --4-
24 -3 -+-'''y _ _J
a0I `in
5�0 x_3'40 4 2 �W
-- \/ --- ' L o _30__-r-5 B 0 3i4 tD 4 /2 7 112 '-- - ROCK RIP RAP i O J Lp
NOTE: ALL BEDDING & INITIAL BACKFiL a 36 31 4 0 1 �J - _4 112 10 1/2 W a0 Q
1 /< SHALL BE INSTALLED IN 6" - 12" q2 �- 3 a m a 3 is t 112"
\ \\\ \\ \ `\ w 54 31 4 0 _ _' /2 PIPE-{ ---4 fi-3 /4 \_\ �• J \ PLACE 1 ED DIAMETER EXTRUDABLE ~ `� U
/ BALANCED LIF?S n_ _483_ 4 _ 2 PIPE 3 a_ 12�.� r PREFORMED GASKET MATERIAL IN
1 1 - ' 2 t a1 EACH KEYWAY (SEE DETAIL)
A MINIMUM 9" OF CLEARANCE = 60 314 0� I" '2 PIPE 5 3'4
-7-74
/
1,25 0. D. 1-12" SHALL BE PROVIDED ON EACH a 72 _rt 3 �4�4 0 PIPE + -5 - -- 3 =a 1 a ice% /j����' '/ �` /��� j /• �� / � �
j— ----- 8a 4 t,— P P } —; 5_ LAKE CROSS—SECTION
SIDE OF THE INSTALLED PIPE ✓
2 / 2 0 e -- ` ' z a \/ '��, \yVA/�i�Y�A/AAA � ; PLAN VIEW �
PLASTIC PIPE TRENCH DETAIL (w/r 5' of PAVEMENT) 3 �___i/2021a� 5 1 3 1 2 4 ' AskM /'\�ii�/ v�� -� 4 63
1 _�_ 5"80 _ 4 1 2 4 2 Z4. V- BARS I I¢ I
SCALE: ?" _ ?'ro
14 21 1/20 ---5,'B m 4 112 s 9k` i ----- - a-
-� ' 4'-0" 4'-0" 4'-0" C
24 5/80 3/40 a - + 1 2-- 5 _-_--_ Q cit cc
a 27 5 '8 0 3 '4 0- 4 -�-' 2 5 1 12 ------ - J
MINIMUM OF 6" TOPSOIL OVER EXCAVATION d °S
'�- TO ENSURE GROUNDCOVER GROWTH 3 ��a0+ } .a �4 _4 8 H - BARS _ - w
30 � 5 8 0_
a EMERGENCY SPILLWAY SECTION 24—° -� I-- -► z
rt -1 -�-- A BASE EXTRUDABLE PREFORMED 34" O -D'----- � � o�p CQ
4 3. 4 0 0 5 3 4 8 NOMINAL 1 /2" BUTYL RUBBER
54 - - L- - -= z 'a ! 8 --- - --- - NO SCALE _ , 4 -- cc
? 54 _ 3 4 0 2 PIPE 5
0 60 -+ 3 4 - Z PIPE 5 3 a e �F' } 0. I
—t-- --
/ i 1 2 PIP �.--�--___-_ m
\\ \•. \ / /% , 66 GASKET MAA_
cz
o
_ 4 0 ; E 6 �4 T -8 GIDE SON 'A -A' w
7? 3 4 0 _' 1 ?IPE 6 I a g
REGULAR BACKFILL �4 33/'a t 1 2 P,PE 7 �3 a i 0
/\✓`�{ % / `/i \/ 3/40 1 112' PIPE 4 1 14 1---�
NOTFS OFFICE OF THE HAMILTON COUNTY SURVEYOR
t. BARs & PLATES ARE HOTROLLED STEEL. ----� ADJUSTING RING DETAIL 20
\ \/� 2. (3ARSOAv ST OF AL UPkINUY PNNiISHED WITH I -- -- ---- - -- -- ----
\// - #8 CRUSHED STONE OR APPROVED EQUAL 3. Bo. -s ARE GALVANI7ED.
EXISTING J
4. SEE STU. PLATES A -IO it A-1 t FOR APRON DIMENSIONS. GRADE -, PROPOSED GRAPE
CLASS I BEDDING MATERIAL HAND TAMPED 5. TRASH GUARDS WITH Dis f�7 W DIAMETER BARS ARE
OR WALKED INTO PLACE AVAILABLE SPEC6AL ORDER.
\ NOTE: ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" 12"
BALANCED LIFTS UNDERCUT SWALE BY 0.2' TO
TRASH GUARD FOR INLETS I ALLOW FOR FUTURE SILTING
A MINIMUM 9" OF CLEARANCE__
k.1.2b O.D. +12" SHALL BE PROVIDED ON EACH NOT TO SCALE 4
SIDE OF THE INSTALLED PIPE j
UNDERDRAINS REQUIRED IN SHALES WITH LESS THAN I % SLOPE �
PLASTIC PIPE TRENCH DETAIL (MORE THAN .5' FROM F;0,,!T.) 7 j
14 - CENTERVNE
SCALE: ,' ' 2" - ' '-- 0 �� '-� i
-- STORM INLET SEDIMENT TRAP LEAREo AREA EROSION CONTROL BLANKET REQUIREDPRIOR TO SEEDING SWALE V
UND:SIL
3ED
NOTE SO MENT SHAL- B� REMOVE AND RAP RE TORE^ 0 SEE BELOW) GXRADE PROPOSED GRADE
G r VE ETATi'vN VARIES VARIF `
lT', ORIGINAL DIMEN$ ONS WHEN THF T
-T r -
SEDIMENT Has ° I OFFICE OF THE HAMILTON COUNTY SURVEYOR
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. EXISTING a
\ 2. SEDIMENT TRAP SHALL BE THE SIZE AND SHAPE SHOWN TOP OF BANK GRADE w ______ _.___-___ _ I
THE BOTTOM SHALL BE LEVEL OVER ITS ENTIRE AREA -U1 \ \ \
\ AND TWO f EFT BELOW THE INLET. 10P OF BA4K i OPERATION SIDE / �/ %�;/!/ NOTCH RIP -RAP INTO SLOPE AS
- - - - - - ------- --- -- ----- -- O �t HYDROSEEDFD & MULCH OR FROWN OR )SE RENO MATTRESS T
UNDERCUT S ALE By 0.2' ?
T - - - - ALLOW FOR FUTURE SILT! u0 ? . l- #7 WASHED GRAVEL T SEED & EROSION CTRL. pLANKET AS SPECIFIED
.. " (4 MAX. 10 -fl"
OFFICE OF THE HAMILTON COUNTY SURVEYOR � • � �' (MIN) _ Ar�>--41,_Q;�_--
SHAPER BOTIOME OR QU OF
CASTING FRAME & COVER �2,-0., - N8 WASHED GRAVEL UNDER-
CASTING
NDER cv ryl I �=0' MINI—�-I
AS SPECIFIED ---� C BANAR TO O D OF TBAINKPAND 5 6 FGT ON THEFOP RATION OP^OF�1 i,- " PERFORATED SSD (SEE DEVELOPMENT j SOODE01 AREA NOTCH RIP -RAP INTO
--� (OROSSYnATCHED) SI OPE AS Sr+O'NN
' x OR USE RENO MATTRESS-
T .. 1
K o MIN.
PLAN FOR SIZES 6 MINIMUM) AND --� FJJD SECTION
THE LEGAL DRAIN_ INVERT ELEVATIONS i
NNONBA�PH TIC MASTIC
-- 4 - -'-
IN
UBBER SEAL
1 - - - _ - _ _ R.0 P STORM SEWER NORMAL POOL L
cnl'.: v // BETwE�N JOINTS TYPICAL SWALE DETAIL �_ —
oz v��� y v�'1 DRAIN ERRING DETAIL --
0�C�ENTR!C CONE OROPTIONS FOR END SECTIONS: , ! My(,
v NOT TO SCALE - -- - " j STANDARD
P18
\ /��^' ' / REDUCER CAP I
-- / , � ' f _ I IAN -METALS k,
(- z x PRECAST COVER -PRE CAST o °� o0
V~i C3 < N' ! -CONCRETE SLOPE WALL '
14
0-R'iNG ;ASKET BETNEEN
0 __ ... - _ - --- . _ . i ALL RISER & CONE SECTIO JS _ `=I - _ ------ ----------- - -- ----- -- ------ - -- - _ J' 6"-CONCT.RETE HEADWALL TIMBERS CROSS �Kn MIN. 4 1
-- - --- *-SECTION ou
a a ¢� T T WITH 1 /2" EXTRUDABLE CASKET �� D Q C� SWALE CROSS SECTION 4 I~ Z
C Ll
x; N =1 0
T N M.H. STEPS S �/ i
(FULL HEIGHT OR NON -ASPHALTIC IC MAST'C Q / O 0
n �� �O� VV �� oc�o NCT To SCALE t4 s s4 z' - 10 /x" _ 3/s- ��, a�
w —4'-
---- _ PRECAST MANHo E �� o / _
CIL 4'-0" SECTIONS ��Q O O S.t I
PREFORMED HOLE TO MAX. OF PIPE Q�Q O Q % �_ �_ I 2 114"z - B 2 14 I 5C6PE" i �� I Q
w - -- ---- - - D. +6" WITH NON -SHRINK CEMENT GROUT I� / C� O [�---------- - --- .� / 0-
0, O , oo O o o°poo
e 0 0 e 0
Q -- APPLY TWO COATS OF I �� �! ��O C� O C� ( ? / Qo Op o Q o 0
__S_ o (GROSS- HATCHED} o Q� ,� d L O o O d Ui
> WATERPROOFING MAT'I_ -` -_ T SODDED AREA o° °O Ol ) o Oo 3
-----�---- I
5" MIN. - BENCH WALLS ® MIN. t j2" PER FOOT SLOPE NEENAH R-4342 OR EQUAL
T�,aEIIJAH R-10 R A �� i i ° o°gOc%Jo19� oo W CV
6" � I n� / j ,�. o o��O�OQ �Gt1� opcQoO � � �
PIPE DI AND CONSTRUCTED TO THE Sr,S ING LINE / 50 0 EQUAL La a o0 � o -gyp o o °
---. 0
OF THE PIPE -_ ---- ~ z R.C.P. STORM d O ° o ° (� Q
J I I --- T C. El f l. - I > , cr -0 o o {9 O p o o iii
- 1.C. ELEV. I a °p° °O Cpo o (� z
o (�.
Z op, �vL,o" 8 Q
PRE CAST BASE 6 o, 8 - -- T.C. ELEVATION I = o goc'��°OoaO oo . O Q
PER SECTION " SCOP 1 - I �I ° °OAC? ° 0. Pa-
t4 BARS ® 12" O.C. is d �', E��1 /� NEENAH R-3501 -TR/TL • t_ - - -- o f �° O00c, O 0 Oct Oto d 0 U
BOTH WAYS & 3" COVER) f ! o�
�---- 6" MIN. #2 STONE � -'�-_ �-.PAVEMENT , � n�-- oP� f oOo 0 0j Qo 0
GENERAL NOTES BEEHIVE SOLID LID �_ --
-}- -- - ------ - --- ---t-----_-- � DRAWN BY: PAW
STRUCTURE. TO BE GROUTED FULLY, USE MISCELLANEOUS STANDARDS 1 - - TOP VIEW 1
TROWEL -ED SMOOTH & BRUSH FINISHED STATE OF 1NDIANA SHEET MD3 `� I i I CHECKED BY: ALD
& CONFORMS TO ASTM 478 THERE IS NO DETAIL No. t 5 OUTLET DETAIL
oo�AcroR BFiALL N9PECT ALL 3TOFY 9EYYHi Ci3ATE8 EACH DAY TO Nein ROLLED CURB � TYPICAL — — --; P R o ��c T N o.
STANDARD MANHOLE ___. TFC s NO BULD•.r aF OLT N STRUCTURE OR BEN�i PPE
r CATCH BASIN TYPE ,�E,, r8 1 FOR LAKE CROSS—SECTION OPTION 2 STANDARD PLAN 9905-008
J FOR PIPE SIZES 12" TIIRL' 24"
STANDARD PLAN TYPES OF STORM SEWER CASTINGS 9 94-9
�— 95-9� NOT To SCALE ,4 Ivor ro Sc ;i_= SHEET No.
L-- ------ ----- --- - --- - __ —
CURB INLET' MANHOLE 12. TN,R000H 24' S
LAK
SALE'�,. .� 14
T 2 14
Nc� To scaLE