HomeMy WebLinkAbout3-94 SP Worthington Estates Erosion Detail Plan 4�r.
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5-- 8" X 6" ,X 6" Tee
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SUBSURFACE DRAiN (SSD) RISER DETAIL
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SUt� S [12F,4 C c /,BRA //V E TA L
STABILIZATION AN. FEB. MAR APR. MAY JUNE JULY AUG. SEPT
PRACTICE _ OCT. NOV. DEC.
PERMANENT
SEEDING
DORMANT B B
SEEDING .mmmmmm�
TEMPORARY CD���
SEEDING - E.��+//�/I////•...�
SODDING F * *
MULCHING G }
A = KENTUCeY BLUEGRASS 40 LBS/ACRt; �FEEFRNG RED FESCUE 40 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, ORS ADD ANNUAL RYEGRASS 20 LBS/ACRE.
8 = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE
C = SPRING.OATS 3 BUSHEL/ACRE.
D - WHEAT OR RYE 2 BUSHEL/ACR{
E = ANNUAL RYEGRASS 40 LBS/ACRE
F = sot
G = STRAW MULCH 2 TONS/ACRE. x
/I/. IRRIGATION NEEDED DURING E, JULY. AND/OI SEPTEMBER --
- IRRIGATION NEEDED FOR 2 TO 3 WEEK I1)' AFTER APPLYING SOD -7r':
SEASONAL SOIL PROTECTION CHART
(NO SCALE)
/ T 6"(MIN) SHALL BE INCREASED
TO 12" IF REMAINING BAC1iFiLL
/ MATERIAL CONTAINS LARGER PARTICLES
CL. II MATERIAL (ASTM D-3221-74
SEC 6 1.2) COMP TO 85% STD
PROCTOR DENSITY, OR CL WI MATERIAL
(ASTM D-2321-74 SEC.. S.1.3) COMP.
TO 90% STD PROCTOR DENSITY.
CL. I MATERIAL (ASTM D-2321-
74, SEC 6.1'1) #4 STONE COMP.
D/6(MIN) IN ACCORDANCE WITH ASTM D-
D/8,4"(MIN) 2321-74 SEC, 9.1 1
III IT .111_111-
WORK SUFFICIENT MATERIAL UNDER SPRING f
LINE TO -PROVIDE ADEOOATE SIDE SUPPORT.
TYPICAL BEDDING SECTION
FOR PVC SEWER PIPE
PER ASTM D- 2321-74 (NO ! `CALE)
_ 1
NEENAH R-1642 OR EQUAL
PRECAST CONCRETE ADJUSTER.
KENT SEAL
RINGS. 4" MIN - 12' MAX
i12" PLASTER
1
8.
x TAPERED CONE SECTION
- 32'
\
1 LiNE OF .24-
8" II }
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16
1 -
32" Z)
OR O
W
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1'- 4-
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(
� C.I M.H. STEPS v U
NEENAH R-1980-C
�OR EQUAL W w
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4' DIAMETER
rFILL. WITH CONCRETE a0 It
GROUT I
• °' o r o°� oo LIFTING RING
e ° o' 8 • o o° °od I ECAST ONLY
POURED IN PLACE
!
/4 BARS-12" O C. BOTH WAYS OR PRECAST
6
STANDARD MANHOLE DETAIL
•
(NO SCALE)
1 I
I
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CONCRETE THRUST BLOCKING
CONCRETE TO BE POURED BETWEEN PIPE & FIRM
FACE OF TRENCH AT ALL TEES BENDS & PLUGS
TYPICAL THRUST BLOCKING
(NO SCALE)
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1 -PERT T FIU.ER z
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t1Ba� ♦• CONCRETE
"Holey Moley" says,
I '' "DON'T DIG BLIND"
L
'�-PREPAREp SUBf:RADE
Call Mondoy through Friday-7 AM to B PM
TYPICAL SIDEWALK SECTION 1-800 1-800
��---
(NtSC382- 5544 ALE) 428-5200
k YFth n Indima Outside Indiono
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a� w
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t� E-
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�oQ�C zaoo
Q��ppap0 z -
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' ! NEENAH R-2561 OR EOURL SLOPE I W
� /4%1FT TC. ELEVATION Z
it EENAN R-3501-N Z
53 STONE •.�
z" VEEP *ct„ 2' WEEP Hol£s
- cj y� ,� t
% fz ;,tcft e�ocK #2 STONE
YXMC I �NC WALLS i
� WALL - S--' i
I i 4 314" (ryp.) I I 4 314" (Iyp) I
I` W
m
Q rat
�� c u o° • I I VAR. PIPE SIZE —I I 1(AR. PIPE SIZE
I I- °o• b•� r m I 18" MAX. HE I= I 18" MAX. 01 �1>
'- - °r of o°o • o�mdo r oro o — o 0°1 o:e°o • o. pOo r o.o o
�of° m.o oe+a a °o'oQdo" d° °$do
- ° m o' o°•o da~� omd-�''o o a a � o.o aa. � mndm�om of ..ILL Fes„
4'-C" SQ CCXVC. BASE --{ 3' SO. CONC BASE —y
A (1) LINE 0,l 16" PIPE MESH W. W F. (1) UNE O. 716 ' PIPE MESH W. W F�. I
EARTH DI TC1-I INLET CURB iNL E T
(NO SCALE) (NO SCALE) I
ee
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1 co
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O.D. + 1, � 3 0
TAN TAPS TO ANGLE VAL I11i I t �_LMIES SMALLER THAN IPROTECiED
=� o
_ —I4" DIAM. ElIHER A �WTH PLASTIC I
_III; I f TAPPED TEE OR A WRAP - a
PIPE SADDLE SHALi- a I DR�EN. SL
14.A A +
BE USED3ti(APR BODY .r
I
43 27 T t 9 I P. \�
l " CORP. I S _ SLOPE
COCK III 1 S L PEE G.A. A 8 H l W �}
5t f (ARP BOGY h
1' COPPER SERVICE 7 7 7 I P C
1
I-- A
i I I i I PLAN REINFORCED ` t4 1D j 6 41 48 ' S t PC + ` \
t PC.
I —III- NOTES: 14 14 7 1 P ,
END A `SECT1pIOpN�S�cqAgNLD� TOE PLATE ANCHORS SHALL CONFORM Z
PIPE TO BE SUPPORTED ALONG EN71RE ,- SYMiOL R SPECIFICAnONZUStREMENTS AS SET OUT IN THE � �
LENGTH - E.YCAVA TE- FOR EACH „JOINT 1 IF AU.UM*" ATL1tDONY$PIPE Q1L R..F IS f;1RNtSHED. AIt.JAMNUM -
TOE PLATE L,�� ti �TO CJ 2 Hj NENTTALLOYEND PARTS�SHALL OSHA 0 ALLOY
O p$ AND SET OUT OMP0
WA TER SER VICE INS TALL A T,ION' `
ANCHOR MAA' �+1'AQi'IG � STANDARD $PECIFICATiQNS.
I_ IffA MUL TIPL,E PANEL BODIES SHALL HAVE
LAP SEAMS yVmICH SHALL �, V)
3 I FI END of nP�A4 A 00"F'1 $IU,LLDBE CAI TRI IC?ED I ORT 12 OR
Is.
(NO SCALE) 4 1 �lL GALVANIZED STE7EL AND BE REQUIRED ON ALL STEEL PIPE END
�E / SECTIONS. IT $HALL MATCHED -PUNCHED TO FIT HOLES IN
2 I 2 SKIRT LIP AND SUPPLtg�ED LppS� COMPLETE WITH 3//8" DIA,ry
GALVANIZED 80LTS, COST THEREOF SHALL BE INCLLIOED IN THE
I ��
i CONTRACT INDT PRIG€ PER EACH FOR PIPE END SECTION' `t
ITS ENEs SHOMN" E END
SECTION'ECRETEAR ARABLE
T IRON CULVERT , ^
COMPUTED LENGTH AND 2 = FURNISHED AND SHAM `j J END SECTION _ �QN$ BE AS APPROVED BY THE ENGINEER
PAY LENGTH OF CULVERT LENGTH (L) �h pRICE EACH TOR PIPC EPAID ND SEOR OT.TCp14C(L)ETEANT UNIT
4 Sy[ I "R 1Lr AND ACCEPTED O I e
PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PiPE (
END SECTION TO HELICALLY CORRUGATED PIPE �J (\
zlt.
SPECIFICATIONS FOR HOOK BOL T AAID NUT !
z
s' ,A
�H TF� g T 3p
CUT- 2i/x- SHEgSHALL BE p y1A(HOOK A,MAEAgR�I�CAGINA�STANDARD COMA�RSE�CTHREADURREN SA-FRIES-CLASS7, }`�E�E�S � ��
I' A o' TH TTHREADED PORflON SHALL NOT EPT RRENT A.S.T.M. SPECIFICATION A-157. �----
NU� AND$$p�WAqSSH�ER$ pp$µµHALL CARBONTit$RTEEpNEL HOT DIP GALVANIZED TO pT TURNING THE NUT BY HAND, Rau/I°'a1/v' COARSE THN7EAD SERIESA(A FREER1/64 YAUitNNAr pVE SIWG FIT ON�ZEpj�CBE11 �AONLEDRAi- �A ID.E O- ,. rCJ/ W
+3 ys »' 1 1/4ING 4 ACROVSS FLATS. 13%6� THICK CURb�Ef 4ROiN ED TO APPNUTS1�RdDIBEE V rt t/4 0 BAR � . - � ry
EROSION CONTROL: Lj-
METAL ED SEC %OQ
OR FILL HAVE- BEEN GRADED SHALL BE SEEDED-FOR
TEMPORARY SEEDING MIXTI'RE {N THE ART AS WHERE STRIPPING J ( l
TOR SILT EROSION NIN �.../
PROTECTION. AFTER GRADING, ALL CONSTRUCT (NO SCALE)
ON AREAS ARE TO BE EROSION iR
1/4" / 1 FT.
1/8" ,i 1 FT.
COVERS SEALED .. " .1
IN PLACE -,
Nr
�.. NOTE: \
BELL HOLES SHALL B
>
PROVIDED AND THE
TRENCH PREPARED SO
/-
THAT THE BOTTOM iS
PROPERLY SUPPORTED
f
THROUGH ITS ENTIRE
USE 6" PVC PIPE LENGTH
/
UNLESS OT I
SPECIFIED
ISOMETRIC
I,+
yc . LONG RADIUS CURVE
PLAN
TYPICAL I-NOUSE CONNECTiDN
TO MAIN SANITARY
SEWER
(NO SCALE)
e
r-
t
D �
BACKFiLL
°° I I =1
COMPACTED-- -/
SUBGRADE
I 3"
i 6 24"
ROLL CURE' & GUTTER SECTION,
TYPE 1 (NO +SCALE)
t
1"=H.A C SURFACE
3"-H A.0 BINDER
4"-#53 STONE
5"-#2 STONE
- COMPACTED GRANULAR SUBGRADE
A SOH L T PA VING SECTION
(NO SCALE)
--_-- 50 RIGHT-DF-WAY
30 1p•
- - - r 15'
— LOCATION JF 2' 1 4
PROFILE i;RADE rs-LO
/FT. 1' mIn)
c. LINE ----
CROWN 1 4"/FT.
- - - CONC. WALK 1
CONIC. ROLL CURB
TYPICAL T ION —LOCAL S TREE T
(NO-CCALE)-
SEEDED AS FOLLOWS•
•-ON OL SEEDING LIMITS
EROSIOK. CONTROL SEEDING LIMITS—_
A. SWALE SEEDING: SEED AND FERTILIZE WWITHiN CONSTRUCTION
VARIABLE
Im VAR_— IA.BLE
VARIABLE
VARIABLE
LIMITS WITH 5#/ACRE "REDTOP GRASS". 0y/ACRE "RYE �1, 7
GRASS-, 20t//ACRE "BLUEGRASS", 5/ACRE "FESCUE" AND III
_ 3:1 r
GRADE AS SHOWN
ON PLANS
600rf1/ACRE 12-i2-12 FERTILIZER.
1 � 1 I I— 'LOFT
III_iII_
B. CUT/FILL SEEDING (ALONG PAVED AREAS) SEED AND FERTILIZE
I--!_ I i ,
OPE
, 3•� I 1 i=1 I I—
Wi TH 25,#/ACRE -FESCUE", 20#'/ACRE "R rE GRASS", 15#/ACRE-
-�
El
=I i I + i=� I
BLUEGRASS" AND 600f/ACRE 121;�-12 FERTILIZER.
I
I
II I I I I
C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPUFJ FOR
-I
EROSION AND SILT CONTROL. MULCH MAY' 1E STRAW, SHREDDED
HARDWOOD OR EROSION CONTROL MAT.
D DEVELOPERS OPTION CONSTRUCTION AREAS REQUIRING EROSION
CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WiTH ABOVE SEED
AND FERTILIZER SPECIFICATIONS.
DRA INA (� E
S WA L E SEC TI ON
(NO SCALE)
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fiLLAIV t7. a'1'CItIC- --,—ffFG PE. - IN #8827
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