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MAJOR SITE PLAN AMENDMENT (SDP 02- 049)•,
INDEX OF SHEETS
AO COVER SHEET
SPI VICINITY MAP. SITE SECTION, DETAILS
SP2 SITE PLAN. I'• = 20' -0 ", LANDSCAPE PLAN
Li ILLtTMINATION PLAN
SSI STORM WATER SYSTEM PLAN & DETAILS
RPI STORM WATER DETENTION DETAILS
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INDEX OF SHEETS
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COVER SHEET
VICINITY MAP, SITE SECTION, DETAILS
SITE PLAN, I"= 20' -0 ", LANDSCAPE PLAN
ILLUMINATION PLAN
STORM WATER SYSTEM PLAN & DETAILS
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Vaor, AT ITS DISCRETION YDOT MAY REMOVE SUCH PLANTINGS (*STERN SLOE)
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STA 0 +00 TO 1 +00
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STA 1 +75 TO EN
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CENTERLINE PROFlE
2aP2ET ATTACHMENT A
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RT 16 VTCTNTTY M4+
D - zach'
Mee Sea igna[ed for borrow sites, embenKMni
2
1 ""
n
uctaon, end atruc[urel «Ork annul,
De [leered, grUDOetl ena a[rsppeo Of tgpeoll. ees, vepeiatson, roots end Diner '
oD7ect ioneble mater lal snoultl b• remOV.tl
j
A11 t]•eretl
end grub0etl mater
I
a ' anou]0 be dleposed of outesde end Delos the limits
of the eapenkwnt end reeervb! ^, a directed by [n. a r ni% reprefen t etlre Moen
pet of led, .uff Scient
du%
tlt at tbpadll anpultl bl 1n a see 1C.0le lout son
for use on the embankment end otnar eeelpnated arse
Earth Fill
1. Materiel - Fill material should Do taken from en epprpvetl. Seely a"a barrow eras
iItShouldDsfreeofroots. atUMS, 00, r pp I.'. alone. gr etsr than 6 an hps. end
froien or Diner ob)
att SOnable Mater lele FS11 Materiel for the center of the emoenkmant
antl the cutoff [rent' anou ld can f Ore to Un l fled So11 Classification 6C, SC, or CL.
Consideration My be
given
to tits use of other matsriala in the .wS,k.nt if the design
and construction a uP•ry L•0 by a ge0- t- 111C.1 •
ny lnbr. I
2 Pleeaesn[ - Areas on which fill 1. to D1 placed Should be aCarlf lea before it.
Plac.
Mnt
F111 Yter lal anOUld Da olBCed In layer/ a maKlmum Of B lnchsa [nick 'pafOre
Obect7ohl wn lch ahpuld be cent lnuou. over the entire langtn of tnB fill. The mast
Ga M..is Dor material should De Placed 1n the downs[re . DOntlon. Of the an'anKsent+
The or inc opal spl il
wey must Ds lnatolled concurrently with fill placement eno not ekcaveted
Into tM aWar''eent
3 Compaction - Fill material should be compacted with appropriate coMactlon equipment
9uCn a aneeDe foot. 'UPper -tlred or ltb,.tary roller The n mbe^ of required paaeeB
by Cne OeV act ion eoulpman[ aver the fill Mterlel m.Y vary with Soli [Onalt lone Fill
mater lal mould tpntaln lufflc lent maletur. mull that In. reoulr.. degree of tOM.
btI.
M '
will De opts lne0 with tna sou sprint .sea.
he 1n1Wm raoulred d•
halt, 1, ge of ma:lsum dry d•
hsl.
ty .ltn a malaLure COn[
anL .
ltnln2% of ". Ooilm.m, unless other! lSe saetlf lad py in enq infer F. layer of ins fill
enoula be combect•d ee n.cee.ary to obtain nlnlmum d.natty and Vie engineer anou to certify.
at the t1M of construct 1pn. that eecn rill Jay an Mata LM minimum dmutyy ^e0u iramant
All C.So.Ctlan f. to b. determined by either Standard Proctor Test (ASTM D698! Pr the
Waif lea Proctor Test (AS TM 0155]) es air Oct. by the pea - tecnnlcal engineer based on alt.
and Sall conditions and fns site and type of structure D.
1ng Du11t.
4 C.talf Tr.nCn - Tne CUCOff tr.nCh enoula Ds ekcavated 7nta SMervlou: material
along
or
Well s3 CD in.. centerllh. of Cne a M Sant e9 a'
psn
on Lna Plana, Tne Sdttoe w10[n f
the trench should be governed by fns e0U10man[ used for ekcare[ion, with the ."I". w1a[n
Delnp feet Tns as ' in ehaul0 pe at least < test pe low letl" grabs Or .a no an On the
Plans Tns aids :topes of the trench should be iH'
IV
or flatter The backflll should De
compacted with construction equlpMnt, rollers, or nano [.apexs to amours maxIMIM aenslty
and minimum perreo111cy,
5 Too Sall - The Surface
l.
e.
r
of cospact.0 [111 ahquld D. acarl }1'd pr 1.r t0 p "cement
vl rgSn l : roelon SidleeenL Control Handbook latest edition
in accordance wl to [nEofat
Structure and conduit saCKflll
Saekf ill [not is b ..a. Pipe, r structure. sh.ulb be f In• a.M cyo. and qusllty a. specified
for the e0)o
lnlnq 1111 mat.'I.l TM fill an old be pla..0 1n norlxantel leysre of to exceed
e Inch.% in thickness and .p tad by nand [Seca,- o otnsr Manually dlreccetl compaction
t
oulpmanC Tn• Yt aria l Should comp late ly f1 /1 ell ep.c.a nder antl be Bid. the pipe D.rinq
he b.
cKf1111nq Operation, equlpMnt Should not be drlven closer than a feet. as maasUred
hurl t a
nt
a
l
iy tp any pars a structure Alao. epuspmant Should (EVER be driven over anY Pert
of
a structure or pips, uhl... cdM.CL.d fill hoe been pl.[Sa co a depth SOeclflsd DY the structure
live load Capacity of the Structure or plpe in Order to adequately dlstrlbut. Cne load,
TYP
S
C \ A .}o
Sour a mot mbf -m -sail 5I- Ub4 / 1
A
wn
Nammwm o.
fa ( MATC
9•
n yE.
T
ato.
st -
r !1/elA
RW
on
r
SECTWN
IN
i
f
I
I
j w •R114r .aCltrpl .N
j 151[ .e at12
k
J .
an.
r •
CENTERLINE PROFlE
2aP2ET
ATTACHMENT A
i
9RPwmsv:LLE '
i
aT 25C .
ewr
f
RT
16
VTCTNTTY M4+
D - zach'
Mee Sea
igna[ed for borrow sites, embenKMni
2
1 ""
n
uctaon, end atruc[urel «Ork annul,
De [leered, grUDOetl ena a[rsppeo Of tgpeoll. ees, vepeiatson, roots end Diner '
oD7ect ioneble mater lal snoultl b•
remOV.tl j
A11
t]•eretl end grub0etl mater
I
a ' anou]0 be dleposed of outesde end Delos the limits
of the eapenkwnt end reeervb! ^, a directed by [n. a r ni% reprefen t etlre Moen
pet of led, .uff Scient
du%
tlt at tbpadll anpultl bl 1n a see 1C.0le lout son
for use on the embankment end otnar eeelpnated arse
Earth Fill
1. Materiel - Fill material should Do taken from en epprpvetl. Seely a"a barrow eras iItShouldDsfreeofroots. atUMS, 00, r pp I.'. alone. gr etsr than 6 an hps. end
froien or Diner
ob)
att SOnable Mater lele FS11 Materiel for the center of the emoenkmant
antl the cutoff [rent' anou ld can f Ore to Un l fled So11 Classification 6C, SC, or CL.
Consideration My be given to tits use of other matsriala in the .wS,k.nt if the design
and construction a uP•ry L•0 by a ge0- t- 111C.1 •ny lnbr. I
2 Pleeaesn[ - Areas on which fill 1. to D1 placed Should be aCarlf lea before it.
Plac.
Mnt F111 Yter lal anOUld Da olBCed In layer/ a maKlmum Of B lnchsa [nick 'pafOre
Obect7ohl wn lch ahpuld be cent lnuou. over the entire langtn of tnB fill. The mast
Ga M..is
Dor
material should De Placed 1n the downs[re . DOntlon. Of the an'anKsent+The
or inc opal spl
il
wey must Ds lnatolled concurrently with fill placement eno not ekcaveted
Into tM aWar''eent
3 Compaction - Fill material should be compacted with appropriate coMactlon equipment
9uCn a aneeDe foot. 'UPper -tlred or ltb,.tary roller The n mbe^ of required paaeeB
by Cne OeV act ion eoulpman[ aver the fill Mterlel
m.Y vary with Soli [Onalt lone Fill
mater lal mould tpntaln lufflc lent maletur. mull that In. reoulr.. degree of tOM.
btI.
M '
will De opts lne0 with tna sou sprint .sea.
he 1n1Wm raoulred d•
halt, 1, ge of
ma:lsum dry d•
hsl.
ty .ltn a malaLure COn[
anL . ltnln
2% of ".
Ooilm.m, unless
other!
lSe saetlf lad py in enq infer F. layer of ins fill
enoula be combect•d ee n.cee.ary to obtain nlnlmum d.natty and Vie engineer anou to certify.
at the t1M of construct 1pn. that eecn rill Jay an Mata LM minimum dmutyy ^e0u iramant
All C.So.Ctlan f. to b. determined by either Standard Proctor Test (ASTM D698! Pr the
Waif lea Proctor Test (AS TM 0155]) es air Oct. by the pea - tecnnlcal engineer based on alt.
and Sall conditions and fns site and type of structure
D.
1ng Du11t.
4 C.talf Tr.nCn - Tne CUCOff tr.nCh enoula Ds ekcavated 7nta SMervlou: material along or
Well s3 CD in.. centerllh. of Cne a M Sant e9 a'
psn on Lna Plana, Tne Sdttoe w10[n f
the trench should be governed by fns e0U10man[ used for
ekcare[ion, with the ."I". w1a[n
Delnp feet Tns as ' in ehaul0 pe at least < test pe low letl" grabs Or .a no an On the
Plans Tns aids :topes of the trench should be iH'
IV or
flatter The backflll should De
compacted with construction equlpMnt, rollers, or nano [.apexs to amours maxIMIM aenslty
and minimum perreo111cy,
5 Too Sall - The Surface l.
e.
r of
cospact.0 [111 ahquld D. acarl }1'd pr 1.r t0 p "cement
vl rgSn l :
roelon SidleeenL Control
Handbook
latest
edition in accordance wl to [nEofat
Structure and conduit saCKflll
Saekf ill [not is b ..a. Pipe, r structure. sh.ulb be f In•
a.M cyo. and qusllty a. specified
for the e0)o lnlnq 1111 mat.'I.l TM fill an old be pla..0 1n norlxantel leysre of to exceed
e Inch.% in thickness and .p tad by nand [Seca,- o otnsr Manually dlreccetl compaction
t
oulpmanC Tn• Yt aria l Should comp late ly f1 /1 ell ep.c.a nder antl be Bid. the pipe D.rinq
he
b.
cKf1111nq Operation, equlpMnt Should not be drlven closer than a feet. as maasUred
hurl t a
nt
a
l
iy tp any pars a structure Alao. epuspmant Should (EVER be driven over anY Pert
of a structure or pips, uhl... cdM.CL.d fill hoe been pl.[Sa co a depth SOeclflsd DY the structure
live load Capacity of the Structure or plpe in Order to adequately dlstrlbut. Cne load,
TYP
S
C \ A .}o
ea+. aMr -
va " 's+
rr
ern raMw, - 7T itl - 1 1 PRECAST ANTI - VORTEX DEVICE `
r
01' sl3 J (CAP AND RISER)
Sour a mot mbf -m -sail 5I- Ub4 / 1
Nammwm o.
fa (
MATC
9•
n yE.
T
ato.
cur zw to- Sue
PLAN
eaI
ea+. aMr -
va " 's+
rr
ern raMw, - 7T itl - 1 1 PRECAST ANTI - VORTEX DEVICE `
r 01' sl3 J (CAP AND RISER)
Sour a mot mbf -m -sail 5I- Ub4 / 1
Nammwm o.
s
eaI
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