HomeMy WebLinkAboutHenley Addition Grading PlanGENERAL NOTES
1. Existing boundary, location, topographic and utility
information shown on thisplan is from a field survey
by Sundo Land Surveying, Inc, dated. January 1994.
Other utility information provided from City of Edina
record drawings.:
2. The locations of utilities shown are approximate only.
Other utilities may exist which have not been shown.
.The Contractor shall contact GOPHER STATE ONE
CALL at 454.0002 for exact locations before
beginning any construction.
3. All proposed ,spot elevations shown are to bottom of
curb unless otherwise indicated.
4: The Contractor shell compact 3" of Class 5 Aggregate
Base into place below all. proposed curb and gutter.
S. All now curb and gutter shoii be tyype B-612 installed.
in accordonco with MNOOT Stondard Spec. 2531 and
MNOOT Standard Plate 7100F.
6. Ail utility work shelf be performed in accordance with
City of Edina requirements.
7. See Site Plan for pavement section requirements.
8. The castings used on CB k2 shall•he Neenah R-3067-
DR/DL with curb: box, or approved equal.
9. Ail manhole and catch basin structures shelf be pre-
cast reinforced concrete with 4 it, inside diameters
unless otherwise. indicated.
10. Reinforced concrete pipe and fittings, snail conform to
the requirements of the Standard Specifications, for
4. Sediment. Filters: A Block and Rock Inlet Sediment
i fors ria o nstaifod at oil catchbosin inlots which
receive runoff from disturbed areas. Stock and Rock
Inlet Filters consist of oppon-coro concrete masonry
blocks,. wire screen (0.5" openings), and washed
rock. Open-coro concrete: masonry blocks are placed
Iongthwise on their sides around the catchbosin inlet.
Wire screen is placedaround the perimeter to the top
of the block barrier before the rock is placed. The
screen acts to prevent rocks from being washed
through the blocks. flock is placedagainst the wire
mesh to the. top of the blocks. The rock size. should
be. t to.3 inch diameter such as MNOOT CA -1, CA -2,
or CA -3 Coarse Aggregate. Two rows of 8- blocks
should be used in order toform a barrier height of.
16",
5. 'Alf other storm sower inlets (culverts; flared end -
sections, etc,) sholl be protected with silt (onto
supported by wire mosh reinforcement until paving
and turf establishment o erations have been
n
completed. SonPerr posts should be driven at least 2
feet
into the ground. Posts shell be 4. inch diameter
wood posts, or: standard steel fence posts weighing
not less than 1.3 lbs, per uncal foot, with minimum
length of. 30 inches plus burial depth. -
6. All denuded areas which have been finished graded,
and ail denuded areas for which other grading or site
building construction operations are not actively
underway shelf be permanently or temporarily
stabilized against erosion due to rain, wind, end
running water within 14 days. Stabilization methods
include seeding and mulching, sodding,: and the early
application "ofgravel base on areas to be paved.
All denuded areas which will not be paved shalt be
covered with minimum of 4' of topsoil immediately
after final subgrade completion, These areas shall'
concrete sewer pipe. and cull sections shall have a then be seeded and mulched or sodded and staked
type R-4 confined rubber "O" -ring gasket joint
constructed in necordanee with ASTM C361 -65T,
with dimensions opptoximately as shown on MNDOT
Standard Plate No. 3000F. The gasket shaii.(>a
circular in cross-section. Concrete pipe :tobe jacked
shall be Class 5 Thick Will Jacking. Pipe._
7.
0
i it m nt�; 95% rfit Trench Com action Re u s e .,
71. Ut c
� - �p�uin�n ,rcy<T»Srt ASThR069&
$t»nda7ci-T ne`toi max r t c' y a y f
78 orAASHTO T-99) from the Pipe zone to within.3
feet of the ground surface, and 100%Standard
Proctor maximum dry donsity in the final 3 feet.
EROSION CONTROL
1. The contractor shell install erosion control fence at the
locations shown on the plans.. Sill (once installed
without a supporting fence be instilled with posts
syncing of 4 foot or loss. Posts shall be 2 inch square
or larger hardwood pine, or standard T- or;U-sccnon - 8
steel posts. T- or.0 section steel posts shall weigh
not less than 1.0 Ib per lineal. foot- Posts should t>a
placed or driven at least 2 feet into the ground and
shat have a minimum length. of 30 inchas Pius burial
depth.
Th ( t r• shot) be anchored it, a trench du on the
within 72 hours after: completion of final: grading. work
(weather. permitting). Topsoil shelf meet the
requirements of MNDOT 3877 for Topsoil Borrow.
Other soil stabilization methods shall be installed as
directed by the site engineer or by local. government
officials.
Seeding must take place prior to September 15. After
September 15, -the Contractor shelf wait it
pa t unt
November 1 to seed. In areas that aro to be seeded.
MNOOT Standard Spon, 3882 Type 1. mulch shall be
applied uniformly over the, soil surface by hand or
machine within 24 hours. after seeding in accordance
with MNDOTStandard Spec. 2575.3. Immediately'
after placement, ail mulch'materiai shelf be anchored
into ttte soil by crimping (straight disking) in a
direction perpendicular to that of the overland storm
water flow. Seed mixture shall be equivalent to
MNDOT Standard Spec, 3876 No. 500. unless -
no a> w 0
upsiope side of (be support posts. Thetrench sboll be.
uem existence for cess man seven says:snau t>o
;... :.
at least 6 inches deep and 6 inches wide. The fabric
controlled by placing sift fence barriers around the
shelf be laid in the -wench, and than the uenchshall be
.piles. irrsueet. utility repair, construction soil, or dirt
backfilled and compacted.
stockpiles located closer than 2.5 feet of a roadway or
drainage channel must be covered with rains or
,
corn
Erosion control lanes filter fabric shallbe furnished in -.
suitable alternative control, if exposed for more then
a continuous roll in order to avoid splices.. When a ;:
seven days, and stormsewer inlets must be protected
spice is necessary, it shall be mods ata (once post:
with rock and block sediment filters or silt fence- -
At splices, the fabric shall be overlapped at least 6
d
inches, folded over, and securely fastened the
g, Maintenance: All temporary erosion and sediment
"eontroT-Jevices in
_
fence post,
shall be maintained place until the
contributing drainage area has been stabilizad:-it shall
2. Tom orary Rock Construction Entrances:'A rook pad
P
be fle Contractor's responsibility to inspect all
temporary erosion and sediment control. devices on:a
aliafi be located M sit VOnth i6r0 wahiCl" exit the
daily basis- The Contractor shelf retrieve accumulated
rn
construction site. She rock pads must be installed : �
before grading begins on itis site. The rock size
sediment Ironnbehipd erosion and sediment
M X
control devices as needed.: "Sediment must not be
should be t to 2 inch diameter such as MNDOT CA -1
CA -2 Tho aggregate
allowed to accumulate to a depth more (Iran one-half
m
or MNOOT cenrso aggregate.
of the hoiht of the erosion and sediment control
Klicriorated,
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should be placed in a ]over at least 6 inches thick
devices. damaged, or rotted erosion `
across tiro entire width of the entrance. The rock
control devices roust be immediately replaced by. the
entrance should extend at least 50 foot into the
Contractor.
construction zone. A neotex'tiIo fabric may be used
under tho rockin order to prevent migration of soil
10. All :erosion control practices shall los performed in
'
into the rock.
accordance. with the mothods outlined in the best
SCALE
management practices handbook: Protecting Water.
�.
3. The Contractor shall remove all soils and sediments
Quality in Urban Areas,published by (Tie Minnesota
tracked or otherwise deposited onto pavement areas,
Pollution C onus T gency.
Removal shall be on a dailybasis throughout the
duration of the construction. Paved roadways shall be
11. - The Contractor: shall construct all proposed sidoslope
cleaned by shoveling or sweeping. Strootwashing.
with grades not exceeding 3:1 (3 horizontal to t
m
shelf be allowed only after sediment ties. boon
vertical). :N
removed'. by shoveling or swooping.
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�EDINA 'MULTI -FAMILY H"OUSI
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SAVE
EXISTING- TREES:
ORIGINAL
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7-12 =94'. CITY COMMENTS, ETC
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+
I.hereby certify that, this- plan or.
m
`
reportwas prepared by,me"'or under
my direct supervisionand ,.that I am
-
**A de f1ni ,'in��lrilnlLo,,;I>ac,
\'Sig4
-�
� x
iEngineer under the Jaws. , ,Of, the
': ` -
tNot E. Bloomington Freeway (35w) '
a
State of Minnesota.'
x
3
H DR
TRENCH AIN
u u '
_
,•(612) 881.3344
_
TOP = 879.0
INV.= 876.5
Gerald M. Sunde,,,P.D
"I994'
GRADING AND
0
Date JULY 8 Reg: z�o;� 8734`
DRAINAGE PLAN
WALL.
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000O°.�o:0% �-
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sae o9 AS'..REOVIRED..°{�O•,•
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6 MINIMUM ¢ �j.;0 ..o. 0...0.
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O rte,
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1"-2" WASHED ROC a^oar
TEMPORARY ROCK CONSTRUCTION ENTRANCE
Wire mesh reinforcement
(optional) Engineering fabric
Metal of W00
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post or stake'
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Fabric anchorage
trench backfill with
46-----� "- tamped natural soil
Direction of
runoff
runoff flow �
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886 ,.♦ \
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vel filter
it installation for siltfe
Concrete
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SILT FENCE-
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DATE REVISION
z=os-94` PLAN
�EDINA 'MULTI -FAMILY H"OUSI
ORIGINAL
7-12 =94'. CITY COMMENTS, ETC
50TH` AND HALIFAX':
I.hereby certify that, this- plan or.
`
reportwas prepared by,me"'or under
my direct supervisionand ,.that I am
-
**A de f1ni ,'in��lrilnlLo,,;I>ac,
a duly Registered Professional
-�
iEngineer under the Jaws. , ,Of, the
': ` -
tNot E. Bloomington Freeway (35w) '
State of Minnesota.'
Dloomingion, Minnesola s5420 -
...,,
,•(612) 881.3344
Gerald M. Sunde,,,P.D
"I994'
GRADING AND
Date JULY 8 Reg: z�o;� 8734`
DRAINAGE PLAN
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I I NOTE: The check valve shall be tho' *Tide Flex' typo as manufactured by Red Valve Company Inc., Carnegie, - ___ —
, PA, A local distributor of this valve is'Swenson-Flowsystems Company, Eden Prairie, MN. Tide Flex .
1 . Existing boundary, location, topographic and wility 4. Sediment Filters: A Stock and Rock Inlet Sediment I valves are of all rubber construction with fabric reinforcement, have a slip-on end connection, and are I
information shown oil this lAlin is (ran, a field survey Tf-tor _sT_a1rEoinsIoIlod at all catchbosin inlots which encased in 0 protective EPDM exterior wrapping for protection against ultra-violot light. The port area I
by Sundo Land Surveying. nc. doted Jinivary 1994. receive runoff from disturbed areas. Block and Rock of the valve contour$ down to a duck bill shape which allows passage of flow in one direction While I I
Other utility information provided froeir City of Edina Inlet Filters consist of opon-coro concrete masonry I
record drawings. blocks, wire screen (0.5" oremings), end washed preventing reverse flow. I
. rock. Operecoro concrete masonry blocks are placed t I I
1. hwise on their sides around tile catchbosin inlot. at Line pressure to operate valve in direction of flow - 0.10 psi. � � �
long" 1
2� Tire locations of utilities shown are approximote only. Will soren is placed around tile perimeter to tile top b) Back pressure (fiat the valve must withstand - 4.50 psi. � I ID �
Other utilities may exist which have not been shown. of tho block barrier before tile rock is placed. The I 01� I
The Contractor shall contact GOPHER STATE ONE screen acts to prevent rocks from being washed I �- .. -.�_
CALL at 454,0002 for exact locations before I thtough tile blocks. Rock is placed against the wire Ntk � 1, I
beginning ,any construction. mesl to the top of the blocks. Tile rock size should /,�NEENAH R-1733 CASTING -
I I "C" RADIAL GRATE 1? 0;..-,�t � tt' . . -0.
'. 0
. 1. . I
All proposed spot elevations shown are to I or CA -3 Coarse Aggregate. Two rows of S" blocks INCLUDING MORTAR -, / .,O.o ". ... �ez. .0.. '�
3. nsuom of I be 1 to, 3 inch diameter svoli as MNDOT CA, 1, CA -2, MAXIMUM I FT. OF RINGS WITH TYPE �-* . .-0 - �0.11,b. %A ;.1
,o.�..o .... �.ip' - .
_ , ... .... , ..O.W;0101 1,
curb unless otherwise indicated. should be used in order to forrin a barrier height of .. . .� , ;.O�.,,.Q6�, . 50' MINIMUM
4. I . 16". INSTALL MINIMUM OF I � I 0 b :, - . ''... .. .-...�-O. .
I . .. _�...,- ..:. . o' * Is"
Tile Contractor shall compact 3" of Class 5 Aggregate MORTAR I . ., l; 0..��j i . '.
Base into place below all ;)reposed curb And guttor. FULL /I'-- TWO 0.2' REINFORCED I ,- � ." . _� �. I
' . ... .�:�,u 4, .�...�.� . I
. . ��
S. Alf other storm sower inlots (culveas, flared end BED BETW I , . . 1�1 I <�p . 6....., . ,
E ADJUSTM NT RINGS ".� .�. . .� Z - I O'
- , : . . 1. . .
sections. otc.) shall be protected with silt fence , ,� . . � . . .i. ... .. . ��'.
S. All now curb and Gutter shall be I pe e�(il 2 installed RINGS AND MORTAR I .. ..T- - .. - r"O
,
,
,
,
I
, .. I . . 1
,
,
,
in accordanini vAth PANDO I z3in4ord Spec. 2S31 and supported by wire Afresh reinforceinkint until paving EXTERIOR OF RINGS— -_ I 1 -1 � .., �, � .0, , ""' .. . * 0,� . .
MNOOT Standard Plate 7 1 OOF� and turf establishment operations have been , , . REINFORCED CON- . . E - r
completed. Support posts should be driver) At least 2 6" , , ., . .,: 7 1 1 ".. , ,
feet into the ground. Posts shall be 4 inch diameter I 1---271�li 1,� -1, - '. � ��C�.
* " - 'o,,,. tA - 0. 11 .a
I I �. 1. . . I .. . .,Il.
6. Al� utility work shall be performed in accordance with — I "-� CONFORMING TO , 6" MINIMUM '.. - � : ,� - : ��%�, ti
Ci y of Fdina requirements. wood posts, or standard stool fence posts weighing I � J.�" MAX. ' I I ,,, '. I . 'i . ., - ..
I I ASTM C478 � �., 1%� � � � " . ,�.
riot less khon 1.3 lbs. per lineal foot, with a minimum I 1:�= — I I � "', 5�c " . ..- , � � �..� 10... . .. .�. .. . .
7� See Size Plan for pavement section roquirements. length of 30 inches plus burial depth. I I 1 16 " O. C. ' 5" — �MORTAR JOINT OR , � � ; . , � � 'l: ..' ,., . . . . � . .
I - , 0 ,
6. All denuded ,areas which [love been finished graded, " I I I I"-2" WASHED ROCK I , . ,,t� ",;__ - �1� ....
. ...
a. Tile castings used oil CS 4'2 shall,ho Neenah R-3067, . 1 '7 =1 ___L I I I �� . , , . .". I I
� ,
DRIDL with curb box, of approved equal. And all denuded areas for which other grading or site I - I JOINT FILLER 1. 1, . * "
,
building construction operations are not actively I L_,48 I ---------------------- I I .. .� I
I
und ray sln�ll be permanently or temporarily � 1
9. AXii,anhole and color) basin structures shall [>a pro- , 'b�.Jri,,�flar against erosion duo to rain, �ind, and I I REINFORCED CON- I I
lit, � , R -1981-J I I I I
rl�st reinforced "noreta with 4 ft. inside diameters running w I EENAH CRETE SECTIONS I I ____
unless otherwise indicated. includo anir within 14 days. Stabilization methods I C_ -Z-_-- IN MANHOLE STEPS CONFORMING TO I -------.---i
seeding and mulching, sodding, and the early — — — — — —
to. Reinforced concrete pipe And fittings shill contains to application of gravel base on areas to be paved. I OR APPROVED ASTM 0478 1
' I EOUAL I Q, I n_
tile requifaments of the Standard �rccihcazions for I I I T'L,--- V11 P 0 R A C \ Y ROCK CONSTRUCTION
Reinforced Concrete Sawer Pipe, ASTMI Designation All denuded areas which will not be paved shall be 11 I C= JOINTS SHALL BE _,8 I I I
O;o I I
C76 Design C with circolor roinfofeing for the class of I covered will) a mininnum of 4� of topsoil immediately ; rTYPE R-4 WITH A 2 J .� I
Pipe sioni4nod. Unless otherwise stocihad, reinforced after final subgrade completion. Thriso areas shall AS REOUIRED I �� MNCOT SPEC. 3726 0 L, 0 1 1
. then be seeded ,and mulched. or sodded and staked, RUBBER "O" -RING F: � I
concrep, sewer pipe and end sections shall have a within 72 hours after completion of final grading work I -=== GASKETS I
type R-4 confined rubbor "O"-tinq gasket joint (weather permitting). Topsoil shall meet the . I ') < 5j I
I I
constructed it) accordance with ASTWI C�Gl .65T. � I , I ... I I We I -_ �
wifli dimensions approximately As shown of) kANDOT requirements of kANDOT 3877 for Topsoil Borrow. I CLAMPS --�\ ��
Other soil stabilization methods shall be installed as I q.. I I I I
Standard Plate No. 3006F. Tile gasket shfiN be 0 ;;, R I I
citcular in cross-section. Concrete Pico to be jackled ' directed by tire site enginact or by local government Ca7= I � . U` . I
,,flat; be Class 5 Thick wall Jacking pipe. I officials. I 'i - - I . I , I Wire inesh reinforcement I ,
7. Seeding must take place prior to September IS. I I 0", I INDIANOLA 0 Z § � ; AVENUE I
.-
11, Util TronclkConipoctio,iR�.��.ite,i)e,)ts: 95% After 0 < li . M N I (o tional) L Fogiriffering fabric
%1. A -TUT ri��ic FIOT T��AxFi,i_IF)TT� `Ja7,�i --ty I A S I. M D 6 9 8. September 15, the Contractor shall wait until "TIDE FLEX" I I A (A � p
1,2 .. I 0 1 1�
I 11 I
.
78 of AASHrO T-99) from tile pipe zone to within 3 November I to seed. In areas that are to be seeded, I �z I RUBBER �1!0 I I
MNDOT Standard Spec. 3882 Type I mulch shall be CL. 52 �w - Metal or woo ,-,�
feet of tile ground su'lace, And t00% Standard I I �� I CHECK 11.10" O.D. X 1,
Procter ma,itnuill d(y nonsity if) tile filial 3 foot. applied uniformly over tire soil ,surface by hand or . d___1 #_1 I
machina within 24 hours after seeding in accordance I , VALVE .1, R ,a @ .0, 1 � post or stake I I
I with MNDOT Standard Spec. 2575o3. Immediately 1 15 11 I I N 0 0 '8 � 1� I I I I
after placement, nil mulch material shall be anchored I I i� I *_ r -5 . - . � I I
EROSION CONTROL into tile soil by crimping (straight disking) in a CL. 5 ip �, 0i 1, I
direction perpendicular to that of tire overland storm " RCP /-875.7 \ I I I , 0 1 1
1. !))a Contractor chair install of ,ion control (once At tile I �
— .
locations shown oil tile plans "Silt hilice nlqta�lcd water flow. Seed mixture shall be equivalent to �, OUT 67 '-- I NV. = 876.2 I /Z-- — — — — — I — -7 ...... � i ? I I'attrit; anchoragO
, MINDOT Standard Spec. 3876 No. 500 Unless I 1i l:h
withoel; a ,oipportillo (ene.0 he instilled wilh posts Otherwise specified. I / ; : � � , I 1
spacink; of 4 foot or less. pockir shall bo 2 inch foluare - __ i- I : trench backfill wilh
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6 , �
a. Any soil or dirt stockpiles containing more than 10 -L— I I � 0 � I _46_____� / tampltd nottral soil
ot larger hardwood, pine, of standafr! T� at U."'Ction � I I
steel posts. T- or U -section steel post, shall Walsh "I I , �
cubic yards of material shall riot be located with a 1, REINFORCED CONCRETE I � i. � I , I
(lot less trial) 1.0 11) per linear ioot� Posts should be 3" CONCRETE FILL i I I I 61 . � I I Direction of
PLIC041 of dfiven at loaN 2 feet into tile ground and downslope drainage length of less that) 25 fact from off flow __,--r`T-
shall have A ininnotim linirph or 30 inches likes bmial the too of the pile to a roadway or drainage charmill. I BASE SLAB CONFORMING 4D � � I r � run I 1. , . . ,� ; : ,:::.,; '-, I
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� I I 11 nonsining for more than seven days. tire stockpiles I TO ASTM C478 AND I � . 7 , � I
dopill. . shall be stabilized by mulching, vegetative cover, 1, � X ��, I I , , - '6'nch nriflinlum :.-%. 11
I . �� MNOOT STD. PLATE 4011 �� I
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tarps, or other means. Erosion from, piles which will I I I 1 1 1 . , .-,..-, I
Tile (obdo shall Ile Anchored ill a trench dog of) the bo in existence for less than seven days sholl be I � \ An 9. *i I � " �.* �, " , , � ". ,
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op,k)po side of tile sopprol posts. I lie french shall be I I I I 0, , � Natur, it , , -L , .
or lcaitl 6 inchoc dorip And 6 inches wide. I lie fabric I comforted by placing silt fence barriers Around tile ' ' ' , I : , , . I I I I
� . : A � .
shelf be Imil ill tile tninch, and ther) the Ilene[) sbnkl be piles. In-stifoix knility repair, cons(Tucrion soil, or dirt I I 9 I � E M " A � . . . .1 . I
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ba��Uillod And compnctiol. n foodway or fo, .- \ I � or , - . � .',. . , I In mirlimurn
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stockpilea located closer (hail 25 lack of , T, - . § ; a ; I I V) , � . . , � . : 6 in(, I
drainage channill must be covered with tarps or STORM SEWER MH 1 ie / I � � � 0 1 . I .
suitable alternative control if exposed for infoo Ole,) P �., -
tiosion corloof bele.0 filter feJoic shall Ile holosiold in I I . �
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A coroinnous tell ,it order to avred splictin. When a si� an days, and stornisawer inlets must be protected I DETAIL I i , ; " � � --A I Depending upon configuration, ajt�tch fahric 10 wire miflif will) I
efir", is fleca'sn'y' it shell be roade at a fence post. lerv,h rock And block sedionent Marc or silt fence. I M � 'A / V , Z I", Note: I
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At q)4ces, Vic fabric shall be overlopped at least 6 I :r X - I I , , , I
I �k ; I hog rings, stool posts with lie wires, or wood P%,Is W Ill SIAP (fs, I
nlOws,. folded "Vor, And 'ecorrily fastened to Ole a. Maintenance: All temporary erosion and sediminiz . I 1\ -1 J 199 �, I
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fence post, I =ot UATU�wccs shall be maintained ill place until tile I ,Z� 0 _� M Z : I �
be the Contractor's responsibility to inspect all , � � I . �� "I I ' I
contfibuting drainage area has bar,;, stabilized, It shall C _t 3: X i
2. To. )ofery lock Connliuj�.iioir En r nc�, � A rock rind 1. I (/) E 0 Z-/5 1' , X I / X I Typical Installation for Silt fence I I
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V, LIP -11 -OT, M 0 9 � P � , ei I
',lTnsi 66'1��.n7e�l-,-��'CiJi-13"6',�-k;-,vl7,tic 11 i,�.Ies exit the tornporory erosion And sadinoint Control devices or) a (= --I a
doily basis� Tile Contractor shall remove accumulated M � a: X . . U) - § I P I I
oonstroiltion site. -I lie took finds oarst Us instolled X �, . X I , MZ a I i 0 - I or . I -
:E X . 0, � I / ,,i I 0
before tpailing be(ins oil it),) ,site The rock size sediment deposits from behind erosion And sedinoint � 0 FA a �1\ to I I � -f b \ � 9- I
,; control devices is needed. Sediment clock not Ile k -J 0 0 0 0 1 0 1 1
% 9, (= __j 91 ? �
should Ile I to 2 inch diamotnt such as MNDOT CA. I allowed ',a accunorlito to a dapkIl more than one-half C: __4 1 !, � 'R 0 0 1 il I . . I P. 1 If PO � �_b " I I . I I I I
or MNOOT CA -2 coerce aVomtJolo. Tire o0grokiato of tile hei tit of the orosion and sodiminot control I 0 2 I . . � M �, . !- I
0,onld be pincod in A layer at least 8 inches thick devices. Coriorobid, damaged, or round erosion M I 0 0' 0 , , 0, � I � � I
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Collins; devices musk be inlonediatilly replaced by tile . 0 b > .
across tile rintim width of tire ontranco. Tile rock Z. - r, . I I �
rintloo" should extend at least 50 foot into tile Conz7ac,or. 00 03 0 . , I
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0 ... orbuotiot) zrrno� A gootolitilk, fabric may be usod -4 0 1 _L� I I I
knidot the rock in order to prevent migration of soil I I C: > X I
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10. All erosion control practices chair be performcd in i . I I I 'I r__ X L_ I I , I I I I
into tile rock. X , 6, I (I I I I
occo;dollco 'Vitt) tile methods otionled in'the best 9 I 0 -4 --j 7 1 L�
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3. Tile Contractor shall retrieve oil soils and sediments I I �- ` � 9: -
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t,ne,kild or otherwise dopositod onto pavomont Ailing, 1�oTk76onZ37i-zr5TTj5-ncy. " � � " — — - C) — - 1-1111. I I
Qualityjjn Urban Area,, published b7�dFWmnoso5 I I ,', g I � � � A . 1RELFRQjXCD0N_�,&
Removal shall be oil a doily Ile$;$ throughout tile 1i I i � ! � I I 9 I I 1 I
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management practices handbook: Prkitckitinq� �ater � ,§ � � ; I I I
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d0fAtroo of (lie calls mlotion. Paved roadways shall Ira 11. - The Contractor shall construct off p,opoto,d sidosloper ,�� � il b. i I
cleaned Illy shoviding or swooping� Street washing wiz � Grades not exceeding 3� I (3 houzonull to I 0, 11 il , :. %;9 � � 2 � I
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a )all [)a tit Await only After sediment has boon ven�lca*, F a 2 - 0 , . I
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USE NEENAH R-1733, SOLID LID 0 Z) I — % // ... - L - I I I ', I I I I I I I ,
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. - 1 82.5 1 1 1 1 1 1 8-15-94 , WATERSHED, REQ'MENTS I I I , - I I I
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— INVERT �_ ---- PER DETAIL. 41 DIAMETER, 1 . The Contractor shall abandon all sanitary I I my direct Supe i�Sionr and' -that I am I "I — — , , -_ Su)adie IUwxgixiieerijm,e!,1xxc., 11 "
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. .. F-1 I BOTTOM = 87�'5 1 1 �11 I "I � I I I 11 I I I I �, I 11 � I -11 1, I I
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D 4i OR 5' DIAMETER . = 881. I the services at tlie property line. I , , I ,: I I � I I " I I I I — ___7___ 1 ''I "" I (6-12) 80i.3344 , I �
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