ML17054A547
| ML17054A547 | |
| Person / Time | |
|---|---|
| Site: | Nine Mile Point  |
| Issue date: | 02/08/1977 |
| From: | NIAGARA MOHAWK POWER CORP. |
| To: | |
| Shared Package | |
| ML17054A528 | List: |
| References | |
| C-31245-C, NUDOCS 8403210174 | |
| Download: ML17054A547 (1) | |
Text
CLEAAIhlG LIMIT (TYPICAL)~
5TREANI BED LIMIT 0 F CRU5'HED 5TONE
'3:
1 (tYP.)
CLEAPht NG LIMIT (TYPICAL)~
r CW r FRBE DtxxALNlNG FYLt-LlhVltT OF o
Ctzlt)54ED STONE, J':. 5TREAh/f 0" A D1Ep On oo q no>
CLEARING LIMIT (TYPICAL)
P h+
5 TAEAM NEO
'TYP LtMIT OF C405l-lED 5TOyqE
,0 1tXA
~A YJ/LZLtRA.L GIg EAM BED EA h Shtdsr Varias 20 12'Sh/der
/Varies Alrm ST D. FLAfxEP E.UD 5Ecttol4 (E.A. E.uD)
I 1
~ ~o r
fX 0 o crcx in 0 AI.'J IL A
FP E.E.
DP Athd>NCD F ILL hA A e r 02 IL
~. x "o.
~
\\
'P A ~
g a
TOE.
'PLhT 8 CORP1UGATEO METAL 4
TH tC V CRLISf4'.
PIPE CUI x/EIXT D
STokIE.
PPIOTE.Cl'VB LAVEfxh (E.A, B.IJD )
c;Iz C) 55
&E,CTIOhJ tYPICAL St(2,EA.M-CtZ,OS51NC Wn'u CULVEP,7 PLAN TYPICih1 5TAtb M FO TYPE I
xk/l-IEPE LE55 TITAN G" 5OFZ MAIERlAt DN BED
%Lb.N TYplCAL 5TREhlvl l=aP D 'TYPE 2 Wllh&E MEHMEE-h4 Cr" AUD 5'OFT MA'TCAIALON MP PLACK)lYPICB L OTREb,M FOP D lYPt 4/t-tERE MORE Tl-tbN 3
5OFT MATECZiAL ON BED P.Cx/LD c D,owu KEY Q1 GALV. STEEL, 14 GAUGE ttESH, 1
1/2A MAX.
OPENING Q2 SILL-CUT BACK INTO STREAM BANK EACH END 1/5 WIDTH OF STREAM BED KEY Q1 GALV. STEEL, 14 GAUGE ttESH, 1
1/2A MAX.
OPENING Q2 SILL-CUT BACK INTO STREAM BANK EACH END 1/5 WIDTH OF STREAM BED KEY Ql GALV. STEEL, 14 GAUGE ttESH, 1
1/2A MAX.
OPENING Q2 SILL-CUT BACK INTO STREAM BANK EACH END 1/5 WIDTH OF STREAM BED o~~~
2 Iri ncl D1 OOMon "0
Cx 3'tkl.
rx..
0
->,c++
w-g I/I ii=
1'~OD 4" Tt4tCth. SroNE; Pix CITE C T'iVE LAc(&g1
. L TOE. 'PLA;TE, 3" To 4 c4t)514ED 5TONE
/W/.= II1 ISi-'1 I"iv= AD(
/I/
1/I I/iah m11V/ I h,
11 >1 111 I'il=ill 111WAV ill
'IE N
IV
.J O&lGthlAL GROUND
~ID I imIJI mm w
r Ac,.4%=iii ~IT ai-"
/
A Ih ~ir lJATUP Al-5TPIEAM ZVED 5E,CTIOkl 8 -A 5 70 4.
CRUSHED 5TOhlE EL, oF NA'TU4AL 5TAEAw/t tbED lii='Ill~~/I~II ii..- i:-r Irl rl/N
/I/
~I'/D
=III-, I/-
'/
=/l/~.
mD =r/ri.. ~'.
-iiilh m
+rrrr/< til 5E.CT104 A-A RtCxttJAL C POUND t
u Ii -ill=ill I/
x ~X ~PI = I I l = 1 II=
w A
%VX lnn1 C
Ili=ITrla=ill ~<
DIIIEiii=iv=-"
FREE 174A1Nt hlCD FlLL
'TO 4-CRIJ5LlEP 5tONE EXCAVATtON 5ECTlOhJ b, -A Ofzlt&INALGROUND I
11'Isll'i~~I
- 111, ehi = iii ll1 ill-I'l 1DD e;A c,h '"
l1 r'1 LiNE.
Iu Soil ill lwr
~ AM EL. OF NATUPAL 514 EAM EbED Ail iii 1 -
I E1h
'. 1< IS iiI 111 Elh % I il
.II 1'NDIA If'I-
-IIIA-Illa ~ ~
I,
-lr/, h
/I) 1 I'I rh ill O + 11 F REE'P4AININCD Fi'LL SE.C TI C3hl A-A (e/M~ BoiH E,) DS) h.ccC
~ j/
~ 'l.s I
I
~E.t-E.CT 1-xOThROch/
COMPACTED tel Co" LAcf~9hs, TOP OF'l AD GRcxUla D LIVE.
"0" "D"
D'5TONE
~oardBgcz EXTENT OF &t4E ME514
%iilmill=
illiii-II I iiim lii= i 1:iii
ii mill=i mal =. Ill= I lish Iins 11, 44E 5'ATU4 AL 5tfz EAM BDED 5tLL xx/iDT OF ROAD -
16 FT.
EXTENT OF '3" TO4 5TONE PP OTECTED ZOIctE ill =ii'I=II Ii 1 i~
I'l=lii= iiiN ill=ill it i
=iii
'.I Ill GAP.
GRAPE OF 04IGtNAL 5TREAwi f5 ED I
l5'OAC7v/AY EX fEhlt 0 5tO/4 I'- -3" YO4.
F WtfttE tv(E.514 A
F4E5H I
g QTOFD FREE F'll L ll
+hi 1i II 1 Eii hl 1 e
/1 mlVm Nlwli-rrs<um1V A IA 111 I1i 111 111 Ell Vo liiru I:
4AtNING h-41 liirw11 1
Iir 111 1;,
ihl 1 II lil ter Ill 5l LL 3 tvtAY.I+
'1lcmmAmll 1-IUI i1 1
1 lm lii ri
=
Iif D IIFI hA>>m ',
1A ill hl i11 Vi tl I
5VAFACE OF FIPtM MATERtAL 5E.CTIOA 5-e E XCAVAIION TO DOT TOM OF 5OFt MAR'EAtA'4 l5 OA EXTENT OF v/IRE ME51l ME5' 5IONE-3 TO D
=I 1= = ll 51LL 3" TO ('o
'. FREE DRAtNtN&
EXCAVATE 5OFT Fli L MATE'RIALTo tt415 I l LtWE
- CACz, 5OF T ZOWIE OF PI5PLACED 5OFT tvIATERIAL AIEAIA II+ 11,
I liD EXt5TthLCN SVCxlFACE. OF FIF(t4 tvtATE GRADE OF OP tGI NAL 5TREAM BED Nm m
/
2'.
~ ~
I -ilt>>
ii <<=1
F(iAL -Il =-'1-1"= ".
ill hi As =T Ihi~
P1E MOVE. UP TO2" oF SOFT 14ATEfxlt/LL 6aC 7 IOW b-'b NOTES:
1.
Crown roadway and shoulders 1/2 in. per ft.
2.
Lay culvert straight and as nearly as possible along existing stream bed and-with invert at bed elevation.
3.
Min. depth of fi11 above culvert to be 12A for 12A Dia., pipe, 1BA for 1BA-24A Dia. pipe,
& 24" for 30" Dia. pipe or large'r.
4.
Corrugated metal pipe to be galvanized steel per AASHO M-36 with gages as follows.
5ECTION NOTES:
1.
Sill to be approximately 12 diameter tog (smal I end),
taken from Right-oi-way, or 12" x 12" tiriltEI.
Prior Corpalat;mt approval re-quired inr ati silt materiai.
2.
Bars to be new steel, 3/4" ft driven to refusal or 6 ft. max.
on 2 ft.
ctrs., with tops bent downstream and offering pos1tive support to si11.
NOTES:
l.
Sill to be approximately 12" diameter lop,'small end),
taken from Right-of-way, or 12"x 12"timbrr.
Prior Corporation approval re-quired for alt sill material, 2.
Bars to be new steel, 3/4" It driven to refusal or 6 ft. max.
on 2 ft.
ctrs., with tops bent downstream and offering pos1tive support to sill 5ECTIOhi '. B-B NOTES:
1.
Sill to be approxiiliatc'I I?
diamete iog (stliali arid),
taxen from Right-of-way, or 12 x l2 timber.
Prior ".orporatinn appr;val re-quired for ail sill r:atr.riat.
2.
Bars to be new steel, 3/4" itt driven to refusa1 or 6 ft. max.
on 2 ft.
ctrs., with tops bent downstream and offering positive support to sill.
Dia. in Inches 1B 21 24 30 36 54 60 72 5.
Select borrow for pipe backfill corporation that is free from greater than 3" in dia., frozen with high percentage of organic elevation on both sides of pipe.
Aluminum pipe of equivalent strength can be substituted with approval of Corporation.
~Ga e
16 16 14 14 12 12 10 10 can be any material approved by Large rocks or hard lumps or clods particles, sod, cinders, or earth, material.
Fill to be kept at same 3.
Wire mesh must be securely fastened to si11.
Where more than one sec-tion of wire mesh is required, individua1 sections shall be secure+with a continuous 12 ga. galv. spiral wire or overlapped 12 to 18 inches:
4.
Stone to be ASTM C-33, 3-1/2A to 1-1/2", from source approved by Corpor-ation.
3.
W1re mesh must be securely fastened to si11.
Where more than one sec-tion of wire mesh is required, individual sections shall be secured with a continuous 12 ga. galv. spiral wire or ove lapped 12 to :8 inches.
4.
Stone to be ASTI< C-33, 3-1/2A to 1-1/2A, from source approved by Corpor-ation.
5.
Free drain1ng fill to be any sand, sand-gravel mixture or crushed stone having less trian seven percent passing 200 mesh sieve, from source approved by Corporation.
6.
Roadway stone in riverbank cut shall be underlain by filter sheet if subsoil is soft.
For filter sheet see Note 5-SK 5b.
3.
W1re mesh niust be securely fastened to sill., Where more than one sec-tion of wire mesh is required, individual sections sha11 be secured with a continuous 12 ga.
galv. spiral wire or overlapped 12 to 18 inches.
4.
Stone to be ASTM C-33, 3-1/2A to l-l/2", from source approved by Corpor-ation.
5.
Free draining fill to be any sand, sand-gravel mixture or crushed stone having less trian seven percent passing 200 mesh sieve, from source approved by Corporation.
6.
Roadway stone in riverbank cut shall be underlain by filter sheet if subsoil is soft.
For filter sheet see tiote 5-SK Sb.
NIAGARA MOHAWK 6.
Stone protective layer to be ASTM C-33, 2" to No. 4, from source approved by Corporation.
7.
Except where protected by stone all embankment slopes to be stabilized, mulched and seuded sublect to approval of Corporatton.
AMtth 7.
Dispose of excavated soft material away from stream bed and beyond limits of protected slopes with minimum environmental disturbance and Corporation approval.
7.
Dispose of excavated soft material away from stream bed and beyond limits of protected slopes with minimum environmental disturbance and Corporation approval.
Free draining fi11'ust be placed and compacted at fu11 width to ful1 heignt progressively across stream and any soft material displaced at advancing toe of fill into excavation zone must be removed.
Sufficient fi 11 must be placed to provide firm base for si 11, mesh and roadway stone at grade of original stream bed.
l Oa (.03+ ) 0 ) I+
j NIAGARAMOHAWKPOWER CORPORATION svmAcuss.
N. Y.
SYSTEM TRANSMISSION RIGHT-OF-WAY IMPROVEMENT DETAILS ND.
DATE DEACAlrrlDN Dr NEVIEIDN Arr W
S
- DEE, DE.
xll A
CX G.
Al ~.
Z-8-77 NOT TO SCALE
,N6.0- I M49
. C-31245-C SHEET I OF 2