SW6130201_Details_20130222

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GENERAL NOTES:
A GROOVE JOINT 1" DEEP WITH 11W RADII SHALL BE REQUIRED IN THE CONCRETE
..
SIDEWALK AT 9INTERVALS. ONE U2" EXPANSION JOINT WILL BE REQUIRED AT 4V
.
INTERVALS NOT TO EXCEED 50' & MATCHING DCPANSIONICONSTRUCTION JOINT IN
�'
"
• -.
ADJACENT CURB. A SEALED VT EXPANSION JOINT WILL BE REQUIRED WHERE THE
.
a
SIDEWALK JOINS ANY RIGID STRUCTURE -
. •
SIDEWALK AT DRIVEWAY ENTRANCES TO BE V THIGC
.
WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF V.
GROOVE JOINT IN SIDEWALK
WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE A MINIMUM OF N.
SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS.
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSL IN 28 DAYS.
t�Rlwxa
ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
• •..1DIR Fa18t
TRANSVERSE• EXPANSION
JOINTJOINT IN SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE
CONCRETE SIDEWALKS
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FEATHERING CURB AND GUTTER DETAIL
(N.T.S.)
TYPICAL ROOF DRAIN DETAIL
ACCESSIBLE PARIONG REQUIREMENTS
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ACCESSIBLE PARKING AND
SIGNAGE STANDARDS
PROVIDE 8" DIAM. STD. STL PIPE
BOLLARD(S) (PAINTED) SET IN 4000PSI
CONCRETE MIN 12" x 12" x 38" DEEP FlLL
PIPE SOLID W/ CONCRETE FLUSH W/
TOP. v
1' RADIUS 0 EDGE
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JOINTS1. CONTRACTION _ _ ��(n DAD' o �
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Z_ 2 CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED p LL
METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE 9
- , .. OBTAINED... 310
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3. ALLEXPANSION JOINTS SHALL BE SPACED AT 90•FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. JOINTS •� C
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X-V STANDARD CURB A GUTTER zo —{ 4.. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS iA
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JOINTS1. CONTRACTION _ _ ��(n DAD' o �
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METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE 9
- , .. OBTAINED... 310
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o
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PLAN OF FRAME
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CAST IRON o
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SECTION E-E SECTION F-F
840.16
M-5.1
tnglneer
UB
Drdwn By
1 /30/13
Date
Reviskm
Project Number _
487-038
Cl8ml
Sheet 10 of 14

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.awu .� � !gg[•Ikk �.�
X ..oaawa
nwLxe.�.sw°'mwar`01O"s
s7MNMnonPRaervatlt PLAN VIEW -PARALLEL RAMP
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PLAN VIEVWXAGONAL RAMP
APPROVED DAM OWWT NOTTO SCALE
ACCESSIBLE RAMP STANDARD
MONOLITHIC CURB AND SIDEWALK
NOW Al hft nAdopS to be SM
*hbrdx1wbeifl Ph&Sper>
y OrwW IM bdow. 9
9
Ss
4 Stop bewr
LOr ALTERNATIVE
MARIONGS
1a, ALLOWED
WITH
5.5' APPROVAL
FROM DESIGN
varies (see site plan) ENGINEER.
NO SCALE
191 TYPICAL PAVEMENT MARKINGS
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SECTION X-X
ACCESSIBLE RAMP SECTIONS
MONOLITHIC CURB AND SIDEWALK
F— C
DETAIL rim
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514- x 6'
Alemite 1(510•BL
8' x 8' x l/r
NOTE:
1w-o' CLEAR
pine enclosure
hydreuNC grease �� gussM plate
filling to be
5140 x 6, square edged
MOUNT CANE BOLT AND Cane bon
s w s a 5 m
over treated
pine flaming
accessible for
maintenance
gNSIDE ONLY)
7" O.D. tube AN
hinge 6' bn9 1' wreld re3' O.C.
Latch detail
treated pine boards with 114"
gaNa ¢�
GATE LATCH ASSEMBLIES guide (2)
THROUGH FACE BOARDS f? r �� Cane boll 314'
eV arour
Sea detait 3
CLEAR
stainless s�el saews
INTO STEEL FRAME cold rolled
Steel Md'
h� r
1" x 6' x 112"
18'-W
Drill 1/8" tale in
Trash I Trash
D
to hinge & gate
e'-11 v2" 1^
W-111/2"
b, Top of slab slab. SIZO tD ill
Dumpster
�m r�
c,
t,
/
74W O.D.
6°
�'
60 I.D. Steel
4
Tx 7-1/4"
Gate IN T x 2" x 1/8'
Post
O.D. tube.
slad tube
CANE BOLT
Weld collar
gale flame
I I III
110 washer welded
� �, �`..
welded pints
III
81/2'x2'x114" I"GAP to 3/4' bon
III III
N
roan � with
es Latch plate w/ 314'
rounded edges
Gates. See
Delail,dds
sheet
gate postIII
NOTE:
PAINT ALL GATE FRAMES
6" nom. I.D. i
III
I 1
4"bon ndle 1.1/2" washer
welded to
e bon�rsbp
314 bon
AND PIPES RED.
gab Pod filled
STRIKE stop bar
NOTE: Bollards behind the dumpsters shah
with concrete
7 -1/4'
1-112'x6'x114" bent
be 61 V tall above the pavement surface and
rounded top I I I I
6' MIN.
O.D. tube o I I I I
FRONT plate strike with SIDE
extend 3'-V imc the ground.
See detd I U I
polar I U I
fieldJ
144' - bon
through Iran
L J
Cara bon
L
wow
See detail
to gate1' 6°
DOUBLE GATE LATCH
NO SCALE
SEC•C17W
NOWALE
post SEC -CIO
NOWAE SEC -CIO
10 1
DUMPSTER LAYOUT
111
GATE DETAIL FOR DUMPSTER ENCLOSURE
1121
GATE LATCH / BOLT DETAILS
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Engineer
WB
Drawn By
1/30/13
Date
Revisions
1-2RMPERHOKECOIAINCMINE e
Project Number
487-038
C8w2
Sheet 11 of 14

I
Comebmedeapedfimdom
1. Remove and property dispose of all tr ses,
brush, stamps, Bad other
ob)ectioosele MaULDL
I Eosma that *a minimlmm constructed
cross section made all design
3. Enloe that the top of the dike is not lower
at any point t id do deep
elevation plus tie specified settlement
4. Provide sufficient room armead diversions
to permit machato regrading and
deanouL
5. Vegetate the ridge immediately after
construction, unless it will remain in
place legs dug 30 working days.
blabdo mm
Inspect temporary diversions coca a weak
gad after every rainfall Immediately
remove sediment from the flow area and
mr a ilha dive sl®adge. CarefuDy
check outlets and make timely repaiu as
needed When the arm protected is
pemuneaty stabilized, remove die ridge and
die dumd t0 blood with the
aatanl ground level and appropriately
stabilize it
Compacted soil. 2'
Figure "a Temporary Earthen diversion dke.
Coarse aggregate
.. .
31 max
40 1 , -.�.
e,
0WOW1� V Typical �l
Raw@ 6.20b Temporary gravel diversion dike far vehicle crossing (modified from VaSWCC).
6.20.1
NOTES:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE
IT.
2 PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTH TT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH
WATER TABLE
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE THIS MAY
REQUIRE PERIODIC TOPDRESSING WITH 24NCH STONE AFTER EACH RAINFALL INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN OUR AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
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t
NOT
TEMPORARY, GRAVEL CONSTRUCTION ENTRANCE - NCDENR STD 6.06
TEMPORARY DIVERSIONS
I E.C. STD. 6.20
I
f
Pipe Dunstto Flat Area-
Construction
NC Wo -INZWo Channel
1. dust eubgratle for the tRu and dpmpfWovm the required
l
T
Ina and trades shown in the plea Compact any M required In the
A -- _
subgrads to the densely of the sunoLmcing undisturbed material. Law
in
.7
o W
arm the eubgmds oaundlidurMd*OR may &be be ■led by
_
increasing the dproptNdmaa
2 The film tithe
GENERAL NOTES:
wAgfm g
/
net greed must oontorm specified gradingSEGMENT
1. SHIALL K REMOVED
shown
limits ahovm on the plans.
a
RESIOIED TO ITS ORIGINAL Daf �mKm
Plan
3. Filter cloth, When used must moot design reglerements and be
dudrg fosWtlom
YM THE SEDIMENT HAS ACC MULA19D
\
A
r
STORAGE
properly protected from punching or baling Repair
Tel 1/2 THE DESIGN DEPTH OF THE TRAP.
AWA
xxikbltwb�Ls
any damage by removing the dprap end placing another place of filter
2 SEDIMENT N
doll war the dam area AI Conneati joints should uveda sethe
aged hold P
IN A SUCDEPH A1ED
IN A SUITABLE AND
THAT AREA AND IN SUCH A
a
i
tsP isyeris above ths dowlatream leyM a mlNmum M 7 foot I the
ER
YAHImt THAT IT all NOT ERODE.
e
4 -I
damage is sxMm*a, replace the enareMbr cloth.
S
WIN
4. Riprep may be placed by equipment bulhk , assets avoid damaging
THE STIR XWK SHALL BE NJWM BY
TIE FNNIgALLY RE WONSBIE PARTY OR
STORAGE
Section AA bl=w
Notes
the Mast
HIS AMR AFTER EACH STOW EVENT
AREA
1.
1. La is the length of the ripmp
S. The minimum thickness at the dpmp should be 1.6 tinesthe
AND REPAIRS MADE AS NECESSARY.
J
BASIN
Pipe OudettoWen-0defined
apron.
2 d-1.5 times the maximum
mextns mumstodiamebr.
a Riprep trey he field or rough query atsns. msholed se hard
OP
A caHSTmuc7IDOPERATIONSsnAL1 BE CAERE!)
OUT N SUCH A MANNER THAT ON" AND
�.
\
stone diameter but not less
angular, highly wasther4eW ritandvMgraded
WATER POUAIIM ARE MINIMUM
Pr/
than e'.
3. In a Well defined chant ex•
7. Conetrlid the apron onzero grade WO np ovwM atthe end Make
the top Of ON dprep W the downstream sad level W(Ou the mosivhlg me
S. THE SFDYn(T TRAP SMALL BE REMOVED AND
tend tlreepron uPthedennd
below It
THE AREA STAWgD *M THE DRAINAGE
banks k an elevation d e'
aslighh,
BASIN HAS BEEN PROPERLY STABLUM
A -
ebovethe maximum
S. Ensure then Ore eprah la PreMdY dished Win the reosNlrg stream
PLAN VIEW
depth d habanl4
needed tsR
and preferably straight mrW9lWm Ns9dI0n
0. LARGER MANAGE AS RP RAP MAY
whlonever ie lase.
evert
fthsspele
alter onndiom, plasm tt In the upper aeclan ohs apron.
U
m REQUIRED UIgFR TIE MIAMED STMC
N
--
4. A finer blanket or finer fabric
9. Immediate, afbr construction, ebbiu N d aWrbod apes with
should be installed between
vegetation (Practices 6.10, Temporary Seeding, and &11. Permanent
to won
Plan
thedprependentitsuld=
Saedria Maintenance, Inspect dpmp cold abuCblMWaft End alter
alai[
4www�
dgrificam(12Inch or greater) rainfall events to see If any erasion
if
around or Uelavthe rlprep no Laken place or Ixkmea have, been
or
dislodged. Immediately male all needed repoire fuM to prevent
-
TCH
Bwicw
L. damage.
µ.
SECTION A -A
I
j;;n4AA
RNET
AW
blanket
Fspn"'.IVWI"""""""""'°�°° V.sW"' STONE INLET PROTECTION
041 RIP RAP APRON E.C. STD. 6.41
2ND CHAMBER ---j- OUTLET ZONE -
I 25X SURFACE AREA I 15X SURFACE AREA
NOTES:
t. AMPaMW CFI'fRGIr OUreaETAAILEIEROFPPET09GJE
MTERAL averee MTF04C coaPfcrM aFOM
wTiTow. rlAataLa(GaFTReiOE84NLLMA00DWUBN®
OMMK79.Y AFTER Tf E PPE Ie LAD. IIE FaL AROUND THE
PPEBHNLMRAIDNUY NOrWSWO r.
teastNoawaerai¢aauuxaTEaelePeoen®
TOmarN ACWlIDTfBlp®AF19i TIEPPEINSawl
PLACID. (bIFIC11OH 1E0UiB,Blf881Ml1BEATT1a1®aT
TIEUSEOFYEOVNIrALTAMPatm.Y. FACH NO EVHtYUYEt
M BAgOaLa1NL BE PLACEDLOOeEANDTIgmTaws.Y COMPAcn®
MOPIACI
2 ALLSArxGLWTBeNe1wLLNAVEAHNRALE cOMPACt®PB1811Y 01`95%.
a aAIDVNPfWCrOnL iIEFeIALZB6CNFNmiaJ61N0E9WLMfamh.
a AUToninwoove+ATtoNeavNLM�roeNAerANmwoe.
a B.O MYMALBBEATNISMPMYeMNLBE99E BACKLL"Ta4AL
PEEBIINLBERMID -
ON81rrABlawTatlN
NOT TO SCALE
TRENCH DETAIL
FOR STORM DRAIN 20.25
.110
ROCK PIPE INLET PROTECT
NCDENR STD 6.55.1
NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL
2 INSTALL THE CLASS B OR. CLASS 1 RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE
STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT.
.THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM
FAIRCLOTH
WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN
SKIMMER
THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
MIN. 3 POROUS COIR MESH BAFFLES OR
3. A 1 FOOT THICK LAYER OF NCDOT 05 OR #67 STONE SHOULD BE PLACED ON THE OUTSIDE
SIMILAR STAPLED OR TRENCHED INTO - FLEX HOSE
-
SLOOPE OFTHERIPRAP.
BOTTOM AND SIDEOF BASIN.
CHAMBER
CONNECTOR
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE
18 INCHES BELOW NATURAL GRADESURFACE
LET ZONE
1ST
APRo�HORSESHOE
71L-
AREA
25X SURFACE AREA
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BE STABILIZED, FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH
PRIMARY OUTLET PIPE
GROUND COVER.
BOTTOM OF BASIN
SUPPORT. WIRE OR ROPE TO PREVENT SAGGING
-
L- Thedistancesuchthatpoints
-
A and B are of equal elevation
STEEL POSTS SET EVERY 4' MAX.
NOTES,
AND DRIVEN A MIN. OF 24' JEEP.
1. BASINS LESS THAN 20' LONG, NEED ONLY 2
BAFFLES.
L -►
2. BASIN SHOULD HAVE A 2:1 RATION ON
-
'Ii
LENGTH TO MOTH.-
3. NO WEIR ON BAFFLES. MATERIAL IS;.
COIR MESH
POROUS.
4. MOST OF THE SEDIMENT ACCUMULATES IN
Flaumae8a spans areaameuadremrel so WMOreaeNoidomaaeamdMnisataWaam elwew9d upssaam men.
OR SIMILAR.
THE INLET ZONE. THIS AREA SHOULD HAVE
s : •• B s
1.6 min
STAPLED OR
0000 ACCESS ANO REQUIRES THE MOST
- �...
-
9'min
TRENCHED
YYI�;.'-
/
INTO POROUS BAFFLE CROSS SECTION
5.. MAX. DRAINAGE AREA FOR S MMER
FAIRfXOTH SKYN�R
-
---------------�_---------.�- K
AND SIDES
IDES
NCDENR 6.65
SEDIMENT BASINS IS 10 ACRE.
..
- NCDENR
NOTE: BASIN SIZE, SHAPE, ELEVATIONS, ETC,. MAYBE FIELD MODIFIED TO FIT
STANDARS
E CONDITIONS, AS LONG AS ALL THE DESIGN
ING TERRAIN ANDSCOORDINATE
SKIMMER SEDIMENT BASIN
LAND QUALITY
PARAMETERS
EEMET. ANND CHANGES WITH EROSION CONTROL
NCDENR 6.64
INSPECTOR.
- .. "FilterCuth
Plan View
12' of NCDOT#5 or #57
_. vaeMhed Atoae"-%
Falyddh Skimmer Construction Spedlkations
2
Class B tii"
1. Clear, truth, and strip the area under the embankment of all vegddion antl root
at. mRemove aA surface ad mnuinin9 Hd ai amounts of organic matter a
7. Earthen sptiMaWnstati asi the spillway in urxlMurbed Sol to the graded extent poble.
Maintenance2.
center
docks le ordispose of it properly. Hail al objectionable material to the
designated dkposai veer Pboe tanporery, sedMnem controlfneasunm below
The wNowffKO of planned sWiodom, grade design v*Nh. and entrance and Bid
channel elopes are crtical to the wcosedul operation of the spillway. The splhvay Should
Inspect Glummer eediment basins at least weekly and after "on Significant (on"al
- - -
FilterClotk. . -
- - basins as needed.
be lend with fandrlatad pisstio or Impertneade9sdaMle taMo. The fabric must be wide
Inch or greater) rainfall avoid and repair krmledidey. Remove sediment End restore
fy
and long enough to ommr the bottom and slow ad extend onto the top cribs diem for
the begin to Be original dimaldom when wdmant aaaN WRtM to M04A fthe
2 Enure that A material for the embankment is mall of tads, woody vegetation.
anchoring in a trenclL The edges may be secured with &Inch staples or pine The fabric
heigla of the fiat beflle. Put the eldmmerto one $de so that the sediment
.. ... ..
_
organic aemer,:dd Other objectionable mebrlal Puce the fill in Its not to
mud be long enough to extend Cowen the at" end act onto stable ground. The Wdth of
undemseth B Dan be exewated emmate the sediment fronnthe "to bairn, not
exceed 9 mopes, and machine compact It. Over fill the Embankment B inches to
the fabric mist be one place, notjolned a Spibed; otherwise Vats can pet under the
juot wound the skimmer orthe fiat oeL Maim Gore vegetation growing In the bottom
ofths basin dose notholddovmthe skimmer.
Cross -Section View
alowforedmowmt.
Fab Ifthe length blithe MlicN Insufficient for the encore length of the spillway multiple
3.. Shape thefxamtsthe•Pedfled dnrensions. Prevent the skimMryf device
mcdom spereft the complex, WM. may be used. The upper eedlon(s) should Overlap
the fewer section(s) so old water cannot flow lndnrdie fabric. Secure the upper edge
Repdr the belles it they sre damaged. Re4nchor the balm If water is flowiLg.
Rau0.a96 m Sudock dam soover me should be placed do channel banks to keep waterfran rotting around the
re
easing hit the mud by excavating a shdm pit antler the skimmer or providing
and skies of the fabric in atratch wilt Maples a pine.(Adopted ftan'A Maraid for
undsmsathoraroerd them -
aeon.
a kwwppoa uderthe skimmer of etDne m*niw.
Dedgntng, Insukwg and Maintaining SkimmerSedlimem Bsstm' February, 1909, J.W.
lithe eldmnerladogged vAth itasll and mere isvvabrin the basin, UslLdyjerkire
4. PIECE the bard (typkay 44nch Schedule 40 PVC pipe) an a firm, smooth
Fdrdoth88on}
on the rope VAN make the skimmer bob up and down and dislodge the delft and
the th tiro basin En
flow. Itthis does to Bide d d
CHECK
DAM
foundation of impervious" Do not use per VIOUS mstedd such as men,
B. Inleb•Del hage, water into the basin In a ma ref to prevent erosion. Use WnPOF ry
feature net work, pug ekimmer over e of
gravel, or crushed done as backfiil around the pipe. Place the fill material
elope drat m or diVMsione with codes prdedtim ts Christ Gsdlmeit 4odm water to the
remove the debris. Also check the once hskslhe ddmmerto else I I is clopped: I
so remove the debris.
NCDENR STD 6.83
wound the pipe Spillway in 44nOh layam and compact it under and around the
upper emu tithe pod amato improve baem bV eflklaney (Ratem mcax Reno f Confrof
sane pipe to at iaset the density as the adjacent embenkre nent. Camud be
taken net to rake the pipe from the firm mMadwth Its foundation Wish
G and
maww Onmd Prosodical
Ithe Skmm r arm or band pipe is dogged, the orifice can be removed and the
NOTES: NCE: MAINTENA Q
Compacting underthe pipe hasnahes.
9. Erosion CadroFConsWd the structraw lmtthe tlishabed anon is minimized. Divert
obstruction cleared wPol a plumber's eneke a by MahNg w1tl1 water. Be sure antl
with
1. PLACE STONE TO LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFCANT(12INCH
surface water away mom bee arms. Complete I e Embankment before the shoo Is.FOUNDATION
replace aXke repositioningskimmer.abyf
OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT. STRAW. LIMBS,
- Place a mmmam depth of 2 feat of compacted badditi ova the pipe epikvQY
before creating it with com rucifonn equipment. In no case should the pipe
Cleared. Stabilities the emergency Gplif e" embW mrt and al other dkNrbod area
above the crest of tie principal spillwaye�dely mmafter Construction (Rderentow
idemeps and ranks eery required repairs with
Check the fabric lined epway for2
KEEP THE CENTER STONE SECTION AT LEAST 91NCHES BELOW NATURAL GROUND LEVEL OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
conduit be iMelkd by aMW a trench through the darn after the embankment
Surface StalwaraDoi).
febrfe thatepare the full W ttl ofthe sPllw•y. Ched(ths ambankment, spillways and
outlet for erasion damage, and Inspect the embankment for piping and soMemerit
WHERE THE DAM ABUTS THE CHANNEL BANG.
is Complate.
10Jmul porous bellies as specified in Practice 865, Porous Befles.
Make all mainstay repdre komedM*. Remove al (rash and otlwr debris from the
3. EXTEND THE STONE AT LEAST 1.6 FEET BEYOND THE DITCH BANK (FIGURE 6.83b) TO KEEP ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH
6. AMMmbb the slimmer fo WAV the manufadurefs Instruction. or as daogned
skimmBf and pool arms•
WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM. FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
-
• Lay the assembled slimmer On the bottom of the basil V" the flexible joint at
11. After all the sedimw6prodtidrg rem have been parTmnenty stabilized, remove the
structure and all the iereuble sediment Smod h the area to blend miththe soohang areas
Freezing weather can result in ice funning in the basin. Some special proceWiom
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A
the hhlet ofthe barrel pips. Attach the feleblejokd to the barrel pipe and position
and*W)Me propery(Rebmnow Surface%Ibtaft).
should be taken in the whiterto prevent Me aldinow from plugging Will !as.
DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL
the slimmer GYMthe excievatetl pit or support. Be sure to attach a rope to the
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD
dimmer and ender Ito the side of the basin. This wR be Used to pull the
. -
CAUSE EROSION REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
ddmmato the ode for mdmemnce.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND
NCDENR
7, ENSURE THAT THE OTHER AREAS OF THE CHANNEL SUCH AS CULVERT ENTRANCES BELOW PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
LAND QUALITY STANDARS
SKIMMER SEDIMENT BASIN CONSTRUCTION AND MAINTENANCE NOTES.
THE CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
NCDENR 6.64
PLAN
1
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1'f T
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SECTION
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{ 1: woaFF1PD9TAT LEAST 2!
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30.19 1 4 3:0
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a C0
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1/30/13
PYDPIPE GaEaAEO
PVC PIPE
Date
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FLEABLE 1.21`12 (MEgt Et0310NCONIROLCOMMEN1S
IIOGE Q
00
END VIEW FRONT VIEW
80EwATIOWSKMLERTALnsN FRCII F6tINBYLVANM ERDWNAND� Po LUBdi CCWMX UOXUAL. MARCHZXG
NOT TO SCALE
SKIMMER
30.02E 1
Project Number
487-038
_3 C83
�w6(3oZo) /
C-- a' Sheet 12 of 14

INFILTRATOR SYSTEMS INC.
QUICK4 STANDARD CHAMBER
fV
34" dp„
INFILTRATOR SYSTEMS, INC.
6BIASNESSPARK ROAD
INFILTRATOR SYSTEMS
P.O. BOX 768
INC.
OLD SAYBROOK, CT 06475
PR(Bao)221-4436
QUICK4 STANDARD
FX [phone]
CHAMBER DETAIL
WWW.INFILTRATORSYSTEIA&COM
Scale NOT TO SCALE
Checked BCP
Date 03/30/2006
Q4_STDTECH
Drawn By: KJB
Sheet 1 Of 1
INFILTRATOR SYSTEMS INC.
QUICK4 STANDARD
TRENCH DETAIL
(NOT TO SCALE)
MOUND FOR PROPER DRAINAGE ESTABLISH VEGETATIVE COVER
r r • � i ` `•��� TOPSOIL
\j\
. ` ,' • , ' • ' � .� ',� : '. . ♦ '� .:♦ 6' MAX BURIAL DEPTH
\\ .,,.tdATIVE BACKFlLL .+. 1r MIN.. H-10 LOAD AREAS
6" MIN., NON -TRAFFIC AREAS
ar
36"
INFILTRATOR SYSTEMS, INC.
6 BUISNESS PARK ROAD INFILTRATOR SYSTEMS
P.D. BOX760 INC.
OLD SAYBROOK, CT06475
PR(600)2214M QUICK4 STANDARD
FX(e60)577-7001 CHAMBER DETAIL
WWW.I*lLTRATORSYSMMS.COM
Scale NOT TO SCALE Checked BCP
Date 03/30/2006 Q4 STDTECH
Drawn By: KJB Sheet 1 Of 1
245
240
238
GRAVELLESS NITRIFICATION
=I1=
240
238
INFILTRATOR SYSTEMS INC.
QUICK4 STANDARD
CHAMBER BED
NOT TO SCALE
BACKFILL MATERIAL
r-NATIVE, OR
- FILL PER DESIGN SPECIFICATIONS
UICK4 STANDARD Pa '
10' O.C. (TYPICAL)
INFILTRATOR SYSTEMS, INC.
6BINSNESSPARK ROAD INFILTRATOR SYSTEMS
P.O. BOX768 INC.
OLD SAYBROOK, CT 06476
PH.(800) 2214436 QUICK4 STANDARD
FX(8M577.7001 CHAMBER DETAIL
WWWINFILTRATORSYSTEI &COM
Scale NOT TO SCALE Checked BCP
Date 03130/2006 Q4 3TDBED
Drawn By: KJB I Sheet 1 Of 1
PMTNM-3DOr
300eR12
30*M
30B MR30
300&aP
3M7-2D
POLYLOK 12" X 20" RISER
PART NO.3009•R12
MATERIAL - HDPE
COLOR -GREEN
RISER DETAIL
.wGmD
g
215e13uv4 -.
RISER LID DETAIL
AVELLESS NITRIFICATION LINE 2 HORIZONTAL SCALE: 1"=2a;VERTICAL SCALE: 1"=6
LINE 7 HORIZONTAL SCALE: 1 20'; VERTICAL SCALE: 1" = 6
r:
12r STB - 395 - Top Seam
21 Date: 02-MM
Non Traffic Rated
Liquid capacity 1500 Gallons
Top View LReinbdnp Schedule: # 3 Grade 80 Reber
4500 PSI Concrete vd State Approved Structural Fiber
3.10yds. Est Wabld 11,800
" 6r
2 Access 0 1 to a° Manufactured By:
accept Coriaete Lid
Blackwelder Tank Service, Inc.
Inlet / Outlet W/ State 121 Stanton Hill Rd
- approved Rubber CarliMe NC 28327
Side Knockouls to Boots Phone [phone]
recdve V Pipe or as required Fax [phone]
b/ackwe/dertank. com
EXISTING GROUND: 249.41
CONTRACTOR TO PROVIDE 27 _ TT
FOLYLOK RISER (OR APPROVED I:UUIVALENI-)
AT EACH ACCESS. RISER RIM SHOULD BE SET 4-6" \
ABOVE EXISTING GRADE.
TOP: 248.66 2r
4'Inset to
secure Top — 5
e'
a
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End View
PIDW O o o O
1.
CONTRACTOR TO PROVIDE 29'
FOLYLOK RISER (ON APPROVED EQUIVALENT)
AT EACH ACCESS. RISER RIM SHOULD BE SET 4-&"
ABOVE EXISTING GRADE.
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- 1. DO NOT CUT SOIL FROM ON -SITE WASTEWATER SYSTEM LOCATION OR THE SEPTIC See,
REPAIR AREA AFTER TREES ARE CLEARED, THE ON -SITE WASTEWATER AREA MUST BE srr"rr�
ROPED OR FENCED OFF TO KEEP ALL VEHICLES OFF OF THIS ARE A.3 �N CAROB
2. CONTRACTOR MUST MEET SYSTEM INSTALLER ON SITE BEFORE SEPTIC TANK 18 20�•, •�F E/O°M,/'L •��
INSTALLED. = Q- �9
= Q SEAL r =
3. EXISTING SEPTIC TANK TO BE REMOVED FROM SITE AND PROPERLY DISPOSED OF. +'. 12557
S�
4. DO NOT INSTALL ANY UNDERGROUND UTILITIES IN THE WASTEWATER SYSTEM AREA ••..�� �� A
5. KEEP to SEPARATION FROM ALL WATER LINES AND THE ON -SITE WASTEWATER SYSTEM. �+.'� , r
. +3
U.
\
I \ . _ S87° 52_29.71 "E \ \ \ T Z
(INFILTRATION SYSTEMS QUICK4 STANDARD TRENCH) \ \ SET `\ \ \ i Q �
LENGTH:210.61 LF \.
MAXIMUMMINIMUM DEPTH:
' \ 1+00.00 \ \\\Vj U � Q Q
MINONUM DEPTH: 6" � �
WIDTH OF TRENCH: 3' = V
SEPTIC TANK 0 0
1500 GALLON TANK SEE DETAIL THIS SHEET v Z
EXISTING GROUND: 249.41 \ \ v
TOP OF TANK 248.66 \` \ \ LU fJ
INV. IN: 247.60 \ — \ \� \ \ \ Y Z
INV. OUT: 247.43 \ \
\ \ \ rt W a 0 rL�
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Drawn By
235 I �\ \ 10 \` S \ 1/30/13
\ \ \ Date
\ Revisions
2s0 TYPICAL
\ $ \ \
(INFILTRATION SYSTEMS QUICK4 STANDARD TRENCH) \ \ I \
LENGTH: 290.02 LF 2 \ go. u ln
MAXIMUM DEPTH: T P
245 MINIMUM DEPTH: S' a,
\ WIDTH OF TRENCH: 3'
\ \ \ \ \ D C W 34.63"E
MultlPort 11.222'
240 (TYPICAL AT BENDS) SD• \ 5 52g� \ 261� (TIE LINE) Project Number'
238 ,\\ u \\ \\ FOUND 487-038
\\ \ C 8.4
[ON -SITE WASTEWATER BLOWUP SQALE.-V=1y Sheet 13 of 14

CHANNEL INSTALLATION
NORTH
AMERICAN ..
GREEN
EROSION CONTROL Produces
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.rwgreaR.com
126 00
1. PREPARE SOIL BEFORE INSTALUNG ROLLED EROSION CONTROL PRODUCTS (RECMs INCLUDING ANY NECESSARY APPLICATION OF UME FERTILIZER. AND SEED.
NOTE WHEN USING CELL-O-SEED DO NUT WED PREPARED AREA CELL-0(- C�M� MUST BgNS(TALLED WITH PAPER SIDE CONK.
2. -BEGIN AT BOTTOM THE THE P PORTITHE TRENCH. BACKFLL A -AD ON OF TRD04 ANCHOR
P's I B ETHE TRENCH AFTER � BNG MW�IYM� W S M70E_ 7� AND FITH OLD
APPROXIMATELY 12' (30 C ( ' M) THE
s
PORTION OF
RECP•s BACK OVER SEED AND COMPACTED. SOIL SECURE RECP's OVER COMPACTED SOIL WITH A ROWSTTO ACRC SSIAPLESfED �� .SPACED APPROXIMATELY 12-
((30 CIO
ACROSS THE WIDTH OF THE REW&
3. ROLL CENTER REWs N DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP•s MUST DE SECURELY EVIDED TO SOIL SURFACE BY PINGING STAPES STAKES N APPROPRIATE LOCATIONS AS SHOWN N THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM . SIAKWSIAIES SHOULD BE KACED THROUGH EACH OF THE COLORED DOTS CORRESPONONG TO THE APPOPRKTE STAPLE PATTER.
4. RACE CONSECUTIVE REWs END OVER END (SINGLE SAE) WITH A r - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAKES STAGGERED a (10 pQ
APART AND V (10 CM) ON CUM TO SECURE RECP'&
5. FULL LENGTH EDGE OF RECP's AT TOP OF SLOE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART N A 6' (15 CM)
DEEP X 8' (15 CM) WIDE TRENCH. RACKIILL AND COMPACT THE TRENCH AFTER STAPUNG.
6. ADJACENT RECP•s MAST DE OVERLAPPED APPROXIMATELY 2- - S" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH ROW CHANNEL APPIJCATIONSY A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (s -M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4 (10 CM) ON CORER OVER ENTIRE WIDTH OF THE CHARNEL
S. THE TERMINAL ETD OF THE RECP's MUST HE ANCHORED WITH A ROW OF STAPLES/SNAGS APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X S' (15 CIA)
WADE TRENCH. BACITIL AND COMPACT THE TRENCH AFTER STAPLING:
"0IINN LOOSE SOIL CONDITIONS. THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN B" (13 CM) MAY BE NECESSARY. TO PROPERLY ANCHOR THE RECP'&
NOTE
AZ CRITICAL POINTS " HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
�A B IF NECESSARY TO ALLOW ETO SECURE THE
OVEROVERLAPS ANW SEAMS
C B.PROJEC7ED WATER LINE
POINTS ALONG THHCHANNEL E GIANSURFACE
C. CHANNEL eGrTOM/SIDE w IN LOOSE SOIL CONDITIONS, THE USE OF STARE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN B' iS cm) WY
BE NECESSARY TO PROPERLY ANCHOR RA's.
SLOPE INSTALLATION
NORTH
A GREEN N
EROSION CONTROL Products
Gwmtw SOWRONS
14W Ml%WAY 41 NORM
EVANSVILIE, IN 47725
SM-772-2040
www:nwreM.ewrI
1. PREPARE SOIL BEFORE INSTATING .ROLLED EROSION. CONTROL PRODUCTS WOWS), .INCLUDING. ANY NECESSARY APPUCATICN
OF UME. FERTILIZER. AND SEED.
NOTE: WHEN USING CELL.-O-SEED DO NOT SEED PREPARED AREA CELL-O-SEED MUST BE IN
WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (300m) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY /2 (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEW AND COMPACTED SOIL SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECWS.
3. ROLL THE RECP's (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWER IN .THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS: CORRESPONDING TO THE APPROPRIATE. STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2 5":(5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. 3-CONSECUTIVE
(7.5
7 5 CM) OVERLAP.
REERLAP. STAPUCEDLE
THROUGH
THE OVERLAPPED
E BEPLACED
PROXIMATELY END
(30 CM) M� ACROSS ENTIRE WITH AN APPROXIMATE
RECP's WIDTH. -
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM). MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
LL OR GC IS TO PROVIDE AND INSTALLA MAILBOX IF LOCAL POST OFFICE REQUIRES. COORDINATE WITH FAMILY DOLLAR FOR MAILBOX
SIZE REQUIREMENTS.
SITE SOILS NOTE:
THE SERVICES OF A GEOTECHNICAL ENGINEER LICENSED PER LOCAL REQUIREMENTS SHALL BE RETAINED TO PROVIDE A ELJBSURFACE
EXPLORATION OF THE SITE SOILS AND PROVIDE RECOMMENDATIONS FOR PREPARATION AND DEVELOPMENT OF SOILS. GTOTECHNICAL
INVESTIGATION RECOMMENDATIONS OF THE SOILS BELOW THE BUILDING AND PARKING LOT ARE TO BE FOLLOWED. LL IS
RESPONSIBLE FOR BORINGS 0 FINAL BLDG. LOCATION CHOSEN. VERIFY GRADING PER CIVIL DRAWINGS. CONSULT
ARCHISTRUCTURAL ENG. IF GRADING REQUIRES STEPPED FOOTINGS, PRIOR TO CONSTRUCTION.
SITE PLAN TO INDICATE FINISH FLOOR ELEVATION OF SLAB.
FINISH GRADE SHALL BE A MINIMUM OF 4" BELOW THE FINISHED SLAB (TYP)
PROVIDE INSECT/ TERMTTE TREATMENT PER BONDED (WARANTEED) AUTHORIZED INSTATING SUBCONTRACTOR AND LL IS TO
FORWARD PROOF OF SAME TO FDS..
I. REMGAE VIRBADNYLONIW ME FROM BALANDQNOPY.
.2. SOWROOTBNLNDNANTPRM<OMTMYAFn!RM A"r4K
A STANHDSREOUIREDPoRALL7R@BIN RAW.CRUPON
REQL4WOFAFOCAW.
4 REMOVE BXCESISOLMONBTl ANDDISOMEOFINA
LEGAL MANNER
A. RUNS) UNMAAOICD, CMTURBFD AREAS.
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ALLTmmmam LMEETAMEANY,NBGNJAR soPmR9NiYeFOQ((ANNID6I.AOQ
mAEWN1E CAMPER I6wTpyx0E1 MAXI WA MNLOW IANAoo.NLLOEPIN
r 1 w w IF
r tar w w M' NOT TO SCALE
TREE PLANTING
(FOR SINGLE AND MULTI -STEM TREES)
FAMILY DOLLAR CRITERIA
.. BALL GAMIER
SPECNED BALL DIAMETER
- j zTOP OF BALL NATURAL SM LIE UFEC VE SAM DIAMETER
AS OWN TOP OF BALL
AS GUS
Y MAXIMUM OF SOIL
COVERING ACCEPTANT
NATURAL 4ql LINE INACCERABU SOIL
GOVERNS
HOOF CROWN I it MW" I I,
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED). (AS DELIVERED)
NOTE:
A ROOT COLLR EXCAVATION FOR ALL TREES SPECIFIED
WILL BE OWE BY THE CRY ARBORG)T TO ENSURE THAT
TREES WERE. NOT PUNTED/GROWN 700 DEEPLYATSOURCE
(NURW4 LANDSCAPE CONTRACTOR SALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL IF CITY AROMIST
DETERMINES IMT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN. THESE TREES ALL BE REJECTED.
ROOT CROWN DEPTHS
(TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS)fm
1. SCANTY ROOT MASS OF
CONTANDOZED RANT MATERIAL W.
2. NSMLL CONTAINED® PLANTS AT WIN.
FN940 WADE awe
S TAW MIX FIRMLY IAAM
MP PLAN
AS PIT S RIND AROUND
EACH RANT EMU.
4. CWT COLLAR AROUND EACH SHUT
NRN tIRIGITION SYSTEM IS PRESENT • Y Blita
DIME PLAN
& SOAK EACH RANT BALL AND
PR &NEDIAELY AFTER V
HSTAILARON.
MINIMIZE aRTMElENT
TYPICAL PLANTING BED DETAIL
A a :AAAC��Au
Yr-
SHRUB PLANTING BED
SITE PLAN REQUIREMENTS
2
PARKING LOT SLOPES:
ROCK IF MOWED BY LOCAL CODE. STOPS OR ROCKMUST BE 3M TO V IN SIZE AND THE GROUND COVER MUST BET MINIMUM.
A MAXIMUM SLOPE 4W
B. PLANTING SHALL NOT OBSTRUCT UNE OF SIGHT AT ENTRANCE$ AND SITE DRIVE&
ALL SIZE PUNS MUST BE APPROVED BY FOS PRIOR TO W13NSSIONS FOR BUILDING AND SITE PERMITS
S. MNIMUM SLOPE 1.0%.
C. LANDSCAPING MUST NOT BLOCK VISIBILITY OF SIGNAGE
ALL SITE PLANS MUST CONTAIN THE FOLLOWING INFORMATION AND BE DRAWN ACCORDINGLY. PREPARE SITE PLANS CAREFULLY AND THOROUGHLY. SITE PLANS
C. MAXIMUM 2%CRO88 ELOPE WITHIN 160 OF FRONT DOOR.
D. SITE PERIMETER PLANTING SMALL NOT BE CONCENTRATED AT THE MAST ENTRANCE AND EW BUILDING FROM F
ALLOW VI OF ROAD SIGN AND I I NO FRONTAGE ROAD.
NOT CONFORMING TO THE REQUIREMENTS BELOW MAY BE REJECTED OUTRKW OR BENT BACK FOR REVISIONS RESULTING IN LIKELY DELAYS INCORPORATE SITE
D. MAXIMUM ELOPE B%FCRCO ENTRANCES AND DRIVES.
E.PARKING LOT PLANTINGS SMALL NOT CONFLICT WITH SITE LIGHTING, BUILDING SIGNAGE AND UTILITY LOCATIONS. LANDSCAPE DESIGN TO ALLOW FOR
REVIENAPPROVAL PROCESS AND/OR LEASE PREPARATION.
SITE PLANS SHOULD BE PREPARED BY CIVIL ENGINEER LICENSED PER LOCAL REQUIREMENTS AND SHOULD NOT BE PREPARED UNTIL THE SITE INVESTIGATION
E. MINIMUM 2%SLOPE WHERE EXPANSIVE SOILS ARE STABILIZED OR NOT REMOVED AS ALLOWED BY GEOTECHNICAL ENGINEER
MINIMAL SHRUB GROWTH AS TO NOT OBSTRUCT PYLON SIGN VISIBILITY
REPORT IS COMPLETED. THIS SJR REPORT, WHEN FINISHED, WILL CONTAIN IMPORTANT INFORMATION; CRITERIA. SPECIFICATIONS, REQUIREMENTS, ETC.
F. DELIVERY AREA SLOPE MAX SHALL NOT EXCEED 1.6%
F. PARKING LOT ISLAND SHALL HAVE STONE OR ROCKSIZE 1 "TOT GROUND COVER. NO SOD SHALL BE PERMITTED.
- IMPORTANT IN CREATMGACCURATE SITE PUNS.
3.
PROPOSED SPOT GRADES:
&
IRRIGATION
A FLOOR ELEVATION SHOWN.
A IF SITE S REQUIRED TO HAVE LIVE LANDSCAPE PLANTING$ SUCH AS, BUT NOT UNITED TO, TREES, PLANTS, SOD, ETC., THE SITE MUST BE FULLY IRRIGATED
SITE DESIGN
S. BUILDING PERIMETER SIDEWALKS.
WTH PROPER COVERAGE AND A SEPARATE IRRIGATION METER S THEREBY REQUIRED.
C. PARKING PERIMETER CURBING.
B. IRRIGATION TO HAVE RAIN GUARD.
GENERAL INSTRUCTIONS
D. LANDSCAPED PARKING ISLAND LOATH CURBING
1. PLANS SHALL BE SUBMITTED ATA SCALE OF EITHER V-2D OR 1'.30, UNLESS OTHERWISE INDICATED BY FAMILY DOLLAR STORES. ALLPLANSMUST.BE
CIVIL BY CL ENGINEER LICENSED PER LOCAL REQUIREMENTS. NO HANDDRAWN SITE PLANS WILL BE ACCEPTED.-
4
817E COMPACTION AND GRADING,.
CURSING
AND REEL STOPS:
2 ALL DRAWINGS, INCLUDING BOUNDARY SURVEY, TOPOGRAPHIC SURVEY AND DETAILS, SHALL BE PREPARED IN CAD(DXF) FORMAT AND SUBMITTED AS A
A PROVIDE AS' CURB FACEAT ALL SIDEWALKS AT THE PERIMETER OF THE BUILDING.
SCANNED IMAGE FILE OW, TIFF. JPGOU DWG)AB E4AUL OR ON CD(S)TO FAMILY DOWER STORES AFTER ALAPPROUALS HAVE BEEN OBTAINED.
B. FAMILY DOLLAR STORE FINISHED FLOOR ELEVATION SMALL BEAMINIMUM OF I'4T(FOR ITS)OR tr(FOR FEE DEVELOPMENT)ABOVE THE ESTABLISHED
1.
FOS DOES NOT REQUIRE CURBING UNLESS LOCAL CODES OR C
SITE CONDITIONS DICTATE. ALL CURVING SHALL BE DEFINED ON THE SIZE WORKING DRAWINGS A8
& LANDLORD 18 REQUIRED TO SUBMIT PAPER COPY, CAD OR PDF, AS43UILT SURVEY. SITE PLANS MUST BE LEGIBLE BEND IN LARGEST COW POSSIBLE ON W X
I00•YEAR FLOOD PLAIN ELEVATION (AS DETERMINED BY THE U.B. ARMY CORPS OF ENGINEERS.)
TO CURB TYPE AND LOCATION. EXTRUDED CONCRETE CURBING EPDXIED TOTHE PAVEMENT SURFACE 16 NOT PERMITTED. ALL PERMANENrCURBING SOUL BE
3r. -
C. PROVIDEARETNNNGWALL WHERE GRADEVARIATIONS EXCEED THE 2TO 1 (HORIZONTALTO VERTICAL)SLOPE AND/OR THE SOILS INVESTIGATION REPORT
CONCRETE
OUR PREFERRED BUILDINGBARE 102'XW. WXIOX.104'XW. WX10P, IWXWANDWXIW. THE 7OX BO OR IWX70`ARE NOT PREFERREDANDSHOULD BE
RECOMMENDED MAXIMUM SLOPE. COMPLETELY DETAIL AL RETAWNGVVALLS.
2
CONCRETE CURB AND GUTTER SHALL BE USED WHERE SURFACE RUNOFF S DIRECTED TOWARD AND ALONG THE EDGE OF THE PAVEMENT OR ALONG THE
USED ONLY BY EXCEPTION. EACH SAMPLE PLAN ATTACHED HAS A MIRROR IMAGE;BUL.DBNG ON LEFT SIDE 16 W AND BUILDING ON RIGHT I8-W. DECIDING ON WHICH
S.
GUARD RAIL IS REQUIRED ON ALL RETAINING WALLS LOTH A GRADE DIFFERENCE GREATER THAN 2'IN.HEIGHT. GUARD RAIL S TO BE DESIGNED IN ACCORDANCE
PERIMETER OF LANDSCAPED PLANING BEDS OR TRAFFIC ISLANDS, MINIMUM GUTTER SLOPE STALL BE O.M
TO USE ISA FUNCTION OF MANY FACTORS INCLUDING BUILDING VISIBILITY, LOCATION OF CURB CUT, TRAFFIC WING HOME = I, ETC. CONSULT LOTH YOUR REAL
WITH ALL LOCAL BUILDING CODES AND ORDINANCES.
&
CONCRETE STANDING CURB OR CONCRETE WITH REVERSE GUTTER SMALL BE USED TO RETAIN THE EARTH AT THE BASE OF AN EMBANKMENT OR AN ABRUPT
4. PLAN SET SHALL INCLUDE SEPARATE GENERAL PLAN OF OVERALL DEVELOPMENT INCLUDING ALL PROPOSED BUILDINGS, ENTRANCES, DRIVE AISLES AND
A PROVIDE SLOPE STABILIZATION ON AL SITE SLOPES. STABILIZATION MAY BE BYTURF GRASSES, SOD, VEGETATION, GEOTEXTILE FABRICS OR OTHER
CHANGE IN GRADE OR ALONG THE PERIMETER OF LANDSCAPED PUWEING BEDS OR TRAFFIC ISLANDS,
RTENDED TRUCK ROUTES INCLUDING DIMENSIONS.
MEANS AS REQUIRED BY THE. DEGREE OF SLOPE AND TYPE OF SOL. TO BE PROTECTED.
4.
PRECAST CONCRETE WNEEL STOPS SHALL BE PROVIDED AT EACH PARKING STALL
S. THE HORIZONTAL AND VERTICAL LOCATION OF THE BUILDING AND FREESTANDING SKGNS SHALL BE PLACED IN SUCH A WANNER AS TO NOT IMPAIR THE
S. DESIGN ALL SITE GRADING IN CONFORMANCE MATH BARRIER FREE DESIGN CRITERIA
A ALL WHEEL STOPS SHALL RE DOWELED TO.PAVEMENT &LOCATED 2-FT. FROM EDGE OF OBSTRUCTION, EDGE OF PAVEMENT, OR FACE OF CUM
VISIBILITY OF THE BULGING OR SIGNS.
&
-
MAXIMUM UYYN ELOPE N ACCORDANCE LOATH GEOTECHNICAL REPORT:
& SHALL BE USED AS PARKING CON'ROLALONG THE BUILDING OR RETAINING WALL
PROPERTY DETAL REQUIREDON EACH PLAN:
A ALL NON -PAVED SLOPEDAREAS SHALL NOT EXCEEDA21 SLOPE UNLESS SPEGFICALLYAPPRWED BY THE SOILS ENGINEER PROVIDE SLOPE
PAINT
C. PAIALLWIEELSTOPS'SAFETYYELLOW, OR AS CODE REQUIRES.
STABILIZATION AS REQUIRED.
&
TEMPORARY ASPHALT CURBING SHALL ONLY BE USED ALONG PAVEMENT EDGES ADJACENT TO FUTURE DEVELOPMENT AREAS.
1. SHOW ENTIRE SITE AND ALL PROPERTY LINE METES S BOUNDS LOTH NORTH ARROW CLEARLY IDENTIFIED
7.
SEDIMENTS EROSION CONTROL PROCEDURES SHOULD BE IMPLEMENTED DURING CONSTRUCTION BASED UPON LOCAL CODES& ORONAMES. ATAMINWUM,A
&
CURBING MAYBE OMITTED WHERE PAVING TERMINATES AGAINST OTHER PAVEDAREAS.
, 2 SHOW AND LABEL ALL BUILDING AND PARKING SETBACK LINES AS REQUIRED BY LOCAL CODE OR ORDINANCE SHOW AND I AREI ALL LANDSCAPING OR
STABBIZED ROCK CONSTRUCTION ENTRANCE AND SEDIMENT FENCING. AROUND DISTURBED AREAS SHALL BE INSTALLED.
ENVIRONMENTAL SUFFERS AS REQUIRED BY LOCAL CODE OR ORDINANCE
S.
ANY DISTURBED AREAS THAT WLL NOT BE STABILIZED BY PAVEMENT OR BUILDING BASE COURSES SHALL BE SODDED OR SEEDED S MULCHED IMMEDIATELY
CURB
CUTS AND DRIVE AISLES:
& SHOWAL BUILDINGS, BOTH EXISTING AND PROPOSED
AFTER ESTABLISHING FINALGRADES. IF FINAL GRADES LOLL NOT BE ACHIEVED WTHIN21-DAYS, TEMPORARY SEEDING S MULCHING SHALL BE USED TO
O U O ACCESS AS WELL AS ALL ROADS ADJACENT TO PROPERTY. LABEL HIGHWAY NUMB S IF APPLICABLE
6 LABEL NAME F EACH ROAD USED T ACC .BITE, NUMBER(S).
STABILIZE DISTURBED AREAS:.
1.
SITE DESIGN SHALL CONFORM TO ONE OF THE APPROVED STANDARD DEANERY TEMPLATES THAT REQUIRES CONDITIONAL APPROVAL FOR ALL EXCEPTIONS,
S. SHOWEVITTINO PAVEMENTS IF APPUCABLE&ALL PROPOSED PAVEMENTS. ALL PROPOSED PAVEMENTS SMALL BE CONSTRUCTED OF EITHER ASPHALT OR
&
ALL BACK FILL SMALL BE APPROVED BY THE GEOTECHNICAL ENGINEER BACK FILL SMALL BE NONELASTIC IN NATURE FREE FROM ROOTS. VEGETATIVE MATTER,
2
NOTE: PROPER ACCESS FOR FNALYDOLLARW76 LONG FREIGHTTRUCKS S REQUIRED DURING NORMAL BUSINESS HOUR& IWO INCLUDES ATRUCK PATH
CONCRETE GRAVEL PARKING OR DRIVE AREAS ARE STRICTLY PROHIBITED
WASTE. CONSTRUCTION MATERW.8, OR OT14ER OBJECTIONABLE MATERIAL BACK FILL MATERIALS SMALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL
THAT IS FREE OF LANDSCAPE ISLANDS, SIGNS. LIGHT POLES AND OTHER BARRIERS V441LE MAINTAINING MADE RADIUS CURVES ATALL EWR/WCESAND EXITS.
& SHOWPROPOSEDROADNYLONSIGNLOCATION(e).ASWELLASAWEXISTING SIGN LOCATIONS, IFAPPLICABLE
MEANT AND THE MATERIAL SHALL HAVE NO TENDENCY TO FLOWOR BEHAVE INA PLASTIC MANNER UNDER TAMPING BLOWS OR PROOF ROWING. ALLOACKFILL
&
SHOW LOCATION AND SIZE OF ALL CURB CUTS, PREFER TV40 ON PRIMARY ROAD BUT WLLACCEPT ONE PREFER WWDE; ABSOLUTEMNMUM SW. CURB
7. SHOWDUMPBTER PAD&NUMBER OF DUMPSTERS REQUIRED: REFER TO LEASE AGREEMENT FOR SIZE AND VOLUME OF DUMPSTER(6)
MATERIAL SHALT. BE PLACED IN LOOSE 4IK UFT8 AND COMPACTED. BY MECHANICAL MEANS, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR AS LISTED IN
CUTS SHOULD BE SWEEPING OR ROUNDED; NOT SHARP ID DEGREE TURNS.
& DUMPSTER PAD MUST BE ADJACENT TO THE DELIVERY DOOR AND MUST BE EASILY ACCESSIBLE TO LARGE TRASH COLLECTION TRUCKS
NOTE 10.
4.B.
ADD BCUTNEM
DUMPSTER PAD &APRON: DUMWSTER PAD AND APRON SMALL BE MIN. r3,500 PSI CONCRETE SLAB REINFORCED VWTH MIN. 04 REBARS 0121N. ON CENTER IN
1&
AL BUILDING, SIDEWALK AND PAVEMENT$UBIGRADES SHALL BE COMPACTED TO WS OFASTM DOGS TO A DEPTH OF I24J. AND TO 0% OF ASTM DOSS BELOW
M
4
FRONTIFACODRIVEMYSHOULDNERSITF
FWVVIYMEA
MIWMUN OF 30WIDE; PREFER W. SIDE DRIVEWAYS WMERETRUCI(BARK$UNTO DELIVERY AREA SHOULD BE SO ALSO; 3DS
FRONTUTE
EACH DIRECTION LOCATED IN THE UPPER THIRD OF SLAB. PROVIDE (2)PIPE BOLLARDS (PER FOS DETAIL) AT REAR OF PAD43EKW EACH DURMPSTE .IFAN
124N DEPTHS. ALL OTHER NOPIBTRUCTURALAREAS .SMALL BE COMPACTED TO BD% OF ASYM DOGS.
MINIMUM WIDTH.
AENTIFY
ENCLOSURE S REQUIRED BY LOCALL CODE CR ORDINANCE, PROVIDE A DETAIL FOR FAMILY DOLLAR TO REVIEWAND APPROVE ALL ENCLOSURES SHALL HAVE
11.
ALL BULDNG SDEWIALK AID PAVEMENTSUB43RADES COMPACTIONS SHALL BE INTERMEDIATELY TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER
GATES CONSTRUCTED OUT OF STEEL FRAME TUBMG(MINIMUM)WITH PIVOT TINGES MOUNTED ON r PIPE BOLLARDS. SET PIPE BOLLARDS IN MINIMUM 17X17 X
ALL SUB -GRADES SHALL BE THOROUGHLY PROOF -ROLLED TO IDENTIFY SMALL LOCALIZED AREAS OF UNSUITABLE SOILS. ALL UNSUITABLE SOILS SMALL BE
GL
PROPOSED TRUCK
IDENTIFY PROPOSED TRUCK DELIVERY PATH ON SITE PLAT ITSELF
3'-0' DEEP CONCRETE FILL FOOTING. PROPER LATCHING S LOCK HARDWARE SHALL BE PROVIDED IN ORDER TO RESTRAIN AND/OR LOCK ENCLOSURE GATES
UNDERCUT. REPLACED VWTH STRUCTURAL FILL, AND COMPACTED AS LISTED IN NOTE 10.
A DELIVERY DOOR TO BEAT PARKING LOT GRIME (NO DOCKS ALLOWED)
1& PROVIDE MIN. 4FTXS-FTX 4IN. THICK3,600 PSI CONCRETE PM WTH (1) 0- PIPE DOL ARD 0 EACH CORNER OF THE PM FURTHESTAWAY FROM THE BUILDING
S. IN ORDER TO ELIMINATE CURBING AND LNNDSCAPINOAND TO FACILITATE DELIVERY TRUCK MANEUVERABILITY, CERTAIN AREAS ARE INTENTIONALLY
REINFORCE CONCRETE PM WITH MIN. 00 WIAXWIA WRAF LOCATED IN THE UPPER THIRD OF SLAB
STRIPEDOUT.
11. PROVIDE MIN. 6FTXOFTX 44N. THICK3,500 PSI CONCRETE PM AT EVERY MAN DOOR THAT DOES NOT EXIT DIRECTLYTO A SIDEWALK. REINFORCE CONCRETE
UTILITIES
C. TRUCK DRIVE AISLE TO BE MIN.W
PAD(8) WITH MIN. SXS WI AXW1.4 VNIF LOCATED IN THE UPPER THIRD OF SUB
12 PROVIDE 64N THICK3,500 PSI CONCRETE PM AT HVM EQUIPMENT LOCATIONS} SIZE OF PADS) SHALL BE BASED UPON SIZE OF SELECTED EQUIPMENT WTH
1.
GENERAL
IMPORTANT
TO NOTE M ADDITION TO REAL ESTATE AND STORE PLANNING REVIEIMNG AND APPROVING ALL PROPOSED SITE PLANS, 80 DOES FAMILY DOLLAR'S.
PROPER CLEARANCES, REINFORCE CONCRETE PAD(S)WTH MAIL04 REBARS012RN ON CENTER IN EACH DIRECTION LOCATED IN THE UPPER THIRD OF SLAB
A AL UTILITIES TO THE FAMILY DOLLAR BUILDING WILL BE SOLELY FOR FAMILY DOLLARS' USE AND LOLL NOT BE SHARED (OR $US -METERED) FOR ANY OTHER
TRANSPORTATION DEPARTMENT. IT S EXTREMELY IMPORTANT THAT ALL CRITERIA LISTED HERE ESPECIALLY CURB CUTS AND DRIVEWAYS. BE ADHERED TO IN
OCCUPANTS IN THE DEVELOPMENT CENTER.
ORDER TO FACILITATE THEIR TRAEIY SITE PLAN REVIEW.
�� rNG���DPPr� NG:
&UTILITIES FOR ADJACENT SPACES ES OR FAMILY COLLAR STORE SHALL NOT RUN THROUGH OR UNDER THE FAMILY DOLLAR STORE BUILDING PM.
-...
B.. UTILITY LOCATIONS:
-
1. L PAVEMENTS, LANDSCAPE GRADING SUFFERS SHALL BE SHOWN ON THE PLANS, REQUIRED BY LOCAL ORDINANCE BUILDING SHOULD PRIMARY
ALL
s.. FAMILY DOLLAR STORES SHALL HAVE AN APPROVED SEWER NTH AND WATER ONES THAT SERVE FAMILY DOLLAR STORE ONLY.
fE11
€'
EYf 11 2J tlllMS€€
ROAD WTH HIGHEST TRAFFIC COUNT; POSITION BULGING FOR OPTIMUM VISIBILITY.
b...SEPARATE METERS ARE REQUIRED FOR GAS. DOMESTIC WATER AND IRRIGATION WATER AND ELECTRICAL UNES.
2 PROVIDE ALL BUILDING. DIMENSIONS
1.
SHOW LOCATION OF ALL EXISTING AND PROPOSED EASEMENTS, BOTH ON SITE AND OFFSITE, REQUIRED FOR CUSTOMER INGRESSIEGRESB, DELIVERIES, AND
& IDENTIFY STORE FROM. FRONT DOORS, AND DELNERYARENDOOR
a UTILITY LOCATIONS ARE DEPENDENT ON THE SPECIFIC SITE THE FAMILY DOLLAR STORE ALLOWS FOR ALTERNATE LOCA71ONS AS DICTATED BY SITE
SERVICES,
4. SHOW SIDEWALK PREFER 19 BUT WLLACCEPT MIN r DEPTH. ADD 6 SIDEWALKTO SIDE OF BUILDING IF THERE IS PARKING AGAINST BUILDING UNDER NO
CONDITIONS WTH VARYING IMPACT ON THE STORE UYOUTAND DESIGN. (CONTACT FAARLY DOLLAR FOR APPROVAL: PRIOR TO SELECTINGALT.
2
SHaWA L ALEYS
LGINO OUTABIDEVWLLKBf:TWEEN THE BUILDING AND THE PARKING
CIRCUMSTANCE WILL BE ALLOWED AGAINSTTHELOTH
LOCATIONS.)
&
DESIGNATE OFFSITESIGN EASEMENT AREAS AS WELL AS UTUTY EASEMENTS TO PROVIDE FOR SIGN INSTALLATION AND ELECTRICAL SERVICE.
& � SIDEWALKS TO BE CONSTRUCTED OF MIN. 44N THICK 3,50E PSI CONCRETE REINFORCED LOTH OXS W.ODARAYWWF. ALL SIDEWALKS SMALL TOOLED
CONSTRUCTED .44 AD
d SEE FAMILY DOLLAR STORE PREFERRED SITE UTILITY POINTS OF CONNECTION FAMILY DOLLAR STANDARD CRITERIA PAN.)
CONTROL JOINTS NOT EXCEEDING OFT. SPACING IN ANY DIRECTION
2
EXTEND ALL UTLUTES TO MIST 5 FEET OF THE BUILDING AT THE LOCATIONS SHOWN ON THE PLUMBING/ ELECTRICAL ANDUTILITYSITE PUN
S. PREFERRED NUMBER OF PARKING SPACES FOR FREESTANDING SITES IS 36t. MINIMUM IS 25 DEPENDING ON LAYOUT. AL PARKING SHOULD BE DESIGNED TO BE
A
PROVIDE A COMPLETE SANITARY SEWER SYSTEM INCLUDING AL PIPING MANHOLES, CLEANOUTB, ETC:
SITE
SIGNAGE
CONVENIENT AND CLOSE TO FRONT DOOR W40WMN. 2 HANDICAPPED SPACES, AND SATISFY ALL ZONING ORDINANCES.
A PROADE4" MINIMUM SANITARY BEV" LEAD OR SIZE AS REQUIRED BY CRY, COUNTY OR STATE ORDINANCES.
7. MINIMUM PARKING STALL DIMENSIONS SMALL BE W X IS AND SATISFY AL ZONING ORDINANCES -
S. ALL SANITARY SEWERS SHALL HAVE A POSITIVE GRAVITY OUTFAL UFT STATIONS, FORCE MAINS,SFJ'TIC DISPOSAL FIELDS OR PACKAGE TREATMENT
1
PROVIDE•HYWDICAPPED PARKING'SIGN LOTH IDENTIFYING SYMBOL AT DESIGNATED HANDICAPPED PARKING STALLS
& STRIPE ISLANDS AT BAY ENDS UNLESS REQUIRED FOR TRAFFIC CONTROL OR LOCAL ORDINANCE.
PLANTS SHALL BE USED ONLY MERE POSITIVE OUTFALL IS NOT ATTAINABLE, AND SHALL BE APPROVED BY FAMILY DOLLAR STORES, INC. (AS OWNER
2
SIGN SHALL BE 17XIS".A OALUMINUM WTH BAKED ENAMEL FINISH. INSTALLED IN BOLLARD, TO CONFORM WTHADA STANDARDS OR AS REQUIRED BY CODE
S. ALL PAVEMENT MARKINGS SHALLBE ACCOMPUSHEDWITH USE OF PANTING MACHINES AND/OR STIENCILS. ALL PANT FOR PAVEMENT MARKINGS SHALL MEET
HEREBY DEFINED ON TITLE SHEET,T-1) PRIOR TO DESIGN AND SUCH EXCEPTION PACKAGE SHALL BE TOTALYGUARANTEEDAND MAINTAINED BY THE
&
.SIGNS SHALL HAVE V*M LETTERING ON BLUE BACKGROUND.
E AND
THE REQUIREMENTS OF SOLVENT13ORNE APPLICATION RECOMMENDATIONS STATED BELOW. PARKING STALL AND ISLAND STRIPING SHALL BE MN WINE
R. ..
DEVELOPE�
4.
PARING LOT SIGNS (SUCH AS STOP, RIGHT TURN, LEFT TURN, ONE WAY, ETC.) SMALL BE INSTALLED AS REQUIRED BY LOCAL CODE OR ORDINANCE
- SHALLSE STRAIGHTLOTH A TLEAN' EDGE AL DIRECTIOWALARROW6, STOP BARS. ETC. SHALL CONFORM LOTH THE MANUAL ON UNIFORM TRAFFIC CONTROL
4.
WATER SERVICE -
DEVICES WUTCD)
A PROVIDE ACOMPLETE WATER DISTRIBUTION SYSTEM TO SERVE BOTH DOMESTIC AND FIRE PROTECTION OF REQUIRED BY CODE) REQUIREMENTS. INCLUDING
OFF SITE:
10. AL PARKING SPACES ARE REQUIRED TO HAVEVWEEL STOPS PROVIDED, UNLESS PREVIOUSLY APPROVED BY FAMILY DOLLAR
ALL PIPING, METERS. VALVES. PIT$, HYDRANTS, THRUST BLOCKS, SACMOW PREVENTERS, ETC.
11. PARIGMAREA DRIVE AMU ARE TO BE MIN. W. (REFER TO SHEET Crt FOR TYPICAL SITE PLAN EXAMPLES)L
S. 3W DOMESTIC SERVICE LINE-
1.
IDENTIFY ALL STREETS, ALLEYS, NGRE$BAEGRESS EASEMENTS OR OTHER ACCESS ROUTES BORDERING SITE WITH TRAFFIC PATTERNS.
PAVEMENT DESIGN -
C. ALL FINE PROTECTION SYSTEMS OF REQUIRED BY CODE) SNAIL BE APPROVED BY THE LOCAL. OFFICIALS, AND OR THE LOCH. FIRE MARSHAL AND FAMILY
2
SHOW IMPROVEMENTS AND EKISIING TRAFFIC PATTERN ON ANY ADJACENT PROPERTY BEING CONSIDERED FOR CROSS ACCESS.
-
DOLLAR STORES, INC.
&
IN R.O.W. SHOW WDTH AND NUMBER OF LANES. INDICATE ANY DECELERATION OR ACCELERATION LANES. SHOWALL CENTER LANES, MEDIANS, MEDIAN BREAM
1. ASPHALT PAVEMENT
D. r MWMUM LINE SIZE WTH RESIDUA. PRESSURE WITH SUFFICIENT CAPACITY FOR SPRINKLER SYSTEM WITHOUT WATER PUMP. AS APPROVED BY THE LOCAL
ETC, AND ACTUAL TURNING MOVEMENTS. THIS IS CRITICAL INFORMATION TO EVALUATE THE DELIVERABLE ROUTE OF A PROPOSED LOCATION BY OUT FLEET OF
A STANDARD (UMM DUTY MINIMUM SEC71 N S ONE (1) INCH ASPHALT SURFACE COURSE, TWO (2) INCHES OF BINDER COURSE AND SIXM INCHES OF
OFFICIALS AND THE LOCAL FIRE MARSHAL. -
75` LONG FREIGHT TRUCKS.
COMPACTED STONE BABE COURSE -TO BE USED WREN PERFORMING CALCULATIONS,
E. PROVIDE WATER SERVICE TO THE IRRIGATION SYSTEM AS REQUIRED (WITH SEPARATE METER}
S. HEAWOUTY MINIMUM SECTION S ONE (1) INCH ASPHALT SURFACE COURSE, TWO(2)INCH BINDER COURSE. AND EIGHT(8) INCHES COMPACTED STONE BASE
F. FIRE DEPARTMENT CONNECTION(F.D.C. OR SAMESE CONNECTION, IF. REQUIRED. BY CODE).
PARTING
ILLUMINATION SPECIFICATION- FAMILY DOLLAR STORES: -
COURSE- TO BE USED WHEN PERFORMING CALCULATIONS FOR AL TRUCK CIRCULATION AREAS.
G LOCATE HYDRANT ON SITE OF REQUIRED BY CODE}
2 CONCRETE PAVEMENT
S.
PROVIDE ACOMPLETE GAS DISTRIBUTION SYSTEM (WHERE APPLICABLE) INCLUDING ALL PIPING METERS, PITS, VALVES, ETC.
1.
SYSTEM DESCRIPTION:
A CONCRETE PAVEMENT SHALL BE DESIGNED USING ACI 33DR45'GUIDE FOR THE DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS'. THE CONCRETE
A SHOWGAS METER AND BUILDING LEAD(GAS METER SHOULD NOT BE LOCATED VWMN ANY PAVED AREA}
A FURNISH AND INSTALL A COMPLETE SYSTEM INCLUDING CONCRETE BASES, POLES. LUMINARIES, CONDUIT. WRING SYSTEM AND COMPLETE CONNECTION
BASED CDR CORRELATED THE MODULUS OF SUBGRADE REACTION ('M VALUE}DESIGN
STHND
DESISHALL
HE IO
6HALLINCLUDE RECOMMENCATIONB FOR BOTH STANDARD DUTY AND HEAR DUTY SECTIONS.
INCLUDE RECOMMENDATIONS STANDAN RD
&
PROVIDE A COMPLETE ELECTRICAL. SERVICE SYSTEM INCLUDING AL POWER POLES, WEATHER HEADS, UNDERGROUND CONDUITS, WRING, SPLICE BOXES,
L LUMINARIES SHALL BE ONE OF THE FOLLOWING FOUR (4) TYPES LISTED IN PREFERRED SYSTEMS. -
B OMEN USING THE AG SIOR-06, THE CONCRETE PAVEMENT SECTIONS SHALL BE DESIGNED BYA GEOTECHNICAL ENGINEER FOR A20 (TWENTY) YEAR DESIGN
TRANSFORMERS, ETC.
2
PREFERRED SYSTEMS:
LIFE WrH A95% RELABLIfY FORXX LOADED TRACTOR TRAILERS PER DAY ANDXX CMS PER DAY.
A SHOWELECTRICAL TRANSFORMER LOCATION(12020B VOLT, 3 PHASE. 4WINE 400AMP SERVICE). (ELECTRIC METER SHOULD NOT BELOCATED WITHIN ANY
AL 320WATTMETAL HALIDE, POLE MOUNTED (OR SUPER META. HALIDE), HORIZONTAL LAMP UNIT SQUARE UNITWTH TYPE NMADE DISTRIBUTION. (UTHONIA-
C. FAMILY DOLLAR MINIMUM REQUIRED CONCRETE STRENGTH IS 4.000 PSI CORRESPONDINGTO A FLEXURAL STRENGTH OF WD PSI. FAMILY DOLLAR MAXIMUM
PAVED AREA) -
KAD 320M R4T8 SCWA SPOOS LPI)
ALLOWABLE DESIGN SUBGRADE K-VALUE 1S 300 PSNN. THE CONCRETE PAVEMENT TYPE SHWA BE UN -REINFORCED OR JOINED PLAIN CONCRETE(JPC}
B. PROVIDE ELECTRICAL SERVICE TO ALL RELATED SITE ELEMENTS (PYLON SIGNS,.UFT STATIONS,PUMPS, TREATMENT PLANTS, SITE UGHTING ETC.), VWERE
B POLE MOUNTED FLOOD I7AFF ON STRATEGIC POLES TO UGHT THE FACADE OF THE BULGING.(UTHONIA- TFL 320M RA2 TB SOYA16 LPI)
JOINTING RECOMMENDATMM SHOULD FOLLOW AC03ORO8 SECTION 3.7 ANDAPP ENDD(C. FAMILY DOLLAR MAXIMUM JOINT SPACING I824 X CONCRETE
APPLICABLE
C. BUILDING MOUNTED CUT-OFF WALL PACK TO BE USED ONLY ON A14CIUARYAREAS THAT DO NOT SERVE AS CUSTOMER ENTRANCES OR POINTS OF VIEW
PAVEMENTTHICWMESB, NOT TO EXCEED 15 FEET..A JOINING PLAN SWILL BE PROVIDED BY THE DESIGN ENGINEER IDENTIFYING LOCATION A SPACING OF
7,
PROVIDE A COMPLETE TELEPHONE SERVICE SYSTEM INCLUDING ALL POLES, UNDERGROUND CONDUIT$,WNNG, SOUCE BOXES, ETC, DEMARKTO BE MOUNTED
FROM MOOR VENUES, B.SG VIP NW UP SM BZ)
CONTRACTION AND ISOLATION JOINTS.
TO PHONE BOARD AS $HORN ON SCHEDULE SHEET M-1.
D. FRONT ENTRANCE TO BE UT WTH LTTHONIAALX LED 1 16A 400/61KSRS MVOLT DDXBD)
D. STANDARDOIGHT) DUTY MINIMUM SECTION S FIVE (5) INCHES OF 4000 PSI PORTLAND CEMENT CONCRETE OVER COMPACTED SUBGRADE WHEN DESIGNING
A TELEPHONE AND ELECTRIC SERVICE CONDUITS MAYBE PLACED IN COMMON TRENCH, AND BROUGHT TO THE INTERIOR OF SPACE (ASPER ARCHITECTURAL
&
NO OTHER SYSTE MISARE ACCEPTABLE UNLESS REQUESTED ANDPRE,MPROVED INVO71NO BY FAMILY DOLLAR STORES OR JUICE 10076 UGHTING(CONTACT
THE UGHT DUTY AREA, GRANULAR BABE SHOULD ONLY BE CONSIDERED FOR UNUSUAL SOIL CONDITIONS AND THE RECOMMENDATION MALL NEED TO BE
- RANI).
INFO: WAWJUI:EIWUGKnNQCOM) UGHTING CONSULTANT FOR FAMILY DOLLAR 8TORE8.
JUSTIFIED. RECONDITIONING OF SOIL WTH CEMENT, FLYASH. OR LIME TO A MINIMUM DEPTH OF 61NCHES MAYBE RECOMMENDED IN LIEU OF GRANULAR
B. PLACE PHONE ONES UNDERGROUND ON ALL SITES. PHONE BOARD LOCATION TO BE DETERMINED BY PLAN
A
DESIGN REQUIREMENTS:'
BASE FOR AV40PANG PLATFORM, AND SHOULD BE USED TO MITIGATE EXPANSIVE SUBGRADE SOILS N UEU OF GRANULAR BASE
E. STANDARD HEAR DITTY MINIMUM SECTIONS SIX INCHES OF CONCRETE OVER SUBGRADE.
A DESIGN AND UYOIIT UGHTING SYSTEM IN CONFORMANCE WITH THE FOLLOWING ILWMNATION PARAMETERS AND POLEIFGITURE REQUIREMENTS.
G LD BE CONAND SIDERED N THE NATURAL LESS THANDESI200
SE SHOULD IWALUE IS LESS THAN 2AD
THE HEAR DUTYAREA COMPACTED GRANULAR BASE SHOULD BE AL SUBGRADE
DRAINAGE
-
DEVIATIONS FROM SET -FORTH REQUIREMENTS NECESSITATED BY LOCAL REQUIREMENTS OR EXISTING CONDITIONS REQUIREAPPROVAL PRIOR TO
- &2INUBGRADE
A ALUEAC ACCORDING
F GRANULAR
PSNN THE INCLUSION OF GRANULAR BASE SHOULD INCREASE THE EFFECTIVE K�1/ALUE ACCORDIlO TO TABLE 32IN AG 930R08.
-
SUBMISSION OF DEBIGN.ALL SUBMISSION FOR CHANGE 8WLLL8E&JBMTITEDINYWOTING TO FAWLY DOLLAR STORES.
t.
PROVIDE DETENTION OR RETENTION POND ONLY WHEN REQUIRED BY LOCAL ORDINANCE. -
&
NUMBER OF LUMINARIES AND P08IT10N8;
SMVEMTSORNE APPLICATION RECOMMENDATION
A PROVIDE V FENCE WITH GATE (ONES GATE MINIMUM FOR MAINTENANCE)AROUND LAWN AREA BASINS.
A MAIN PARKING AREAOF INFIELD STANDARDS SHALL HAVE TWO (2) LUMINARIES PERPOLE MAXIMUM.
1. SURFACES SHOULD BE CLEAN, DRY AND FREE FROM LOO8EAND PEELING PAIN. DO NOrAPPLY WHEN AIR OR SURFACETEMPERATURESARE BELOW32 DEGREES. AND WHEN
S. PROVIDE RETENTION POND SIGNAGE-GREEN SIGN WITH WHITE LEfrERS IWH X20VVWICH MUST REM•WARNING-DO NOT ENTER -NO SWIMMING'. PUCE
B. DRIVE ROADWAY OR PERIMETER STANDARDS MAY HAVE A SINGLE LUMINARY.
THE RELATIVE HUMIDITY EXCEEDS BON.
SIGNAGE ON FENCING AROUND RETENTION POND WAPART.
C. A SINGLE FLOOD.WLL BE USED ON DESIGNATED POLES TO ILLUMINATE THE FACADE
2 THE PRESENCE OFCONCRETE SELLERS OR EFFLORESCENCE ON NEWCONCRETE MAYNIERFEREW4TH ADHESION AND SHOULD BE REMOVED BY EXTENDED.
C. NO RETENTION SALOWED ON PAVEMENT AREAS. -
D. A STANCHION MOUNT FLOOD SHOULD BE USED IN UEU OF AWALL PACK IF A BUILDING S ADJACENT TO.A ROADWAY.
& MOST PREVIOUSLY PAINTED LINES MAYBE REPANREDWTHOUrADDITONALSURFACE REPARATION PINADEOTNATTHE OLD PAINT S ST&LTKURLYADIEREDTOTHE
2
DESIGN ON -SITE STORM SEVER SYSTEM MINIMUM (CONFIRM LOCAL CODE TO ASSURE ADEQUATE DESIGN}
E. MALL PACKS INDICATED ON WALLS OF THE BUILDING TO PROVIDE SECURITY UGHTING AT II' r MOUNTING HEIGHT.
SURFACE. MULTIRES LAYER OFOLD PAIRWLL EVENTUALLY PEELMDWOULD REQUIRE REMOVAL
A PROVIDE ADEQUATE CATCH BASINS FOR LOCAL CONDITIONS.
S.
MOUNTING HEIGHTS:
4. NEWASPHALT SURFACES SHOULD IDEALLY BE ALLWAEDTOAE SEVERAL MONTHS PRIOR 70STRIPNG. SOLVENT4ASEDPANTMAYCAUSETHETMSTOBLEEDTHROUGHOP
S. COLLECT DRAINAGE NO CLOSER THAN 60 FEET FROM STOREFRONT.
A PARKING AREA LUMINARIES MOUNTING NEIGH SHALL BE NOT MORE THAN 25 FEET.
NEW ASPHALT OR RECENTLY SEALED ASPHALT. APPLY ATEST STRIPE TO DETERMINE IF THE ASPHALT HAS AGED SUFFICIENTLY. IF R IS NECESSARY TO PAINT AFRESH
C. ALL UNDERGROUND PIPE MATERIAL SHALL BE REINFORCED CONCRETE PIPE OR PLASTIC LOATH PROPER SOIL COVER.
S. DRIVE OR ROADWAY LUMINARIES MOUNTING HEIGHT SHALL BE NOT MORE THAN 25 FEET.
ASPWLLTSURFiCO, UBEAYWTERBORIE PAINT POLLOWINOTHE RECOMMENDED PROCEDURE.
3.
OFF49M DRA94AGE044L BE COLLECTEDATTHE PERIMETER OF PARKING LOT. UNDER NO CIRCUMSTANCES SHALL OFFSITE DRAINAGE BE PERMITTED TO
C. MOUNTING HEIGHT S THE DISTANCE FROM LUMINARIES TO PAVED SURFACE AND INCLUDES BASE HEIGHT, POLE LENGTH. AND ARM SWEEP OF ANY}
ACmrAlRKA=
ENTER PARKING LOT
D. FLOODS WILL BE MOUNTED AT HEIGHT OF 12 FEET UTILIZING THE SAME POLE AS THE AREA UGHTIAHERE REQUIRED.
A PROVIDE SWAGES DR EDGE DRAINS URGE SLOPES.
7:
DESIGN PARAMETERS:
THE RECO MIENDEDAPPLICATION RATE S 15 MLI WET FLAT THICKNESS FOR NEW LANES. FOR REPANITNGOF EXSTING LANES, ATHINNER UNE FILM OF 10 MLS S OFTEN
D. PROTECT PAVEMENT SUBGRADE FROM SURFACEE WATER INFILTRATION.
ADEQUATE EXCEEDING THE RECOMMENDED FILMITIOCKEWIN RESULTIN MUCH SLOWER DRYTIMES AND MAY RESULT LIFTING, CRACKING OR POOR ADHESION.
A MAINTENANCE FACTOR SHALL BE COMPUTED AS FOLLOWS
SUP REeSTANTAOOrtNE
4.
IF TRUCKINELL IS USED, PROVIDE GRAVITY DISCHARGE FROM TRUCK WELL
& LED LAMP SOURCE -
&
SIZE BUILDING ROOF DOWNSPOUT LEADERS & HEADERS FOR 6QYEAR STORM WTH NO HYDRMUC SURCHARGE IF CONNECTING TO AN UNDERGROUND SYSTEM
M. LAMP LUMEN DEPRECIATION (LLD) 0.70 (L70) FOR LED UNLESS OTHERWISE INDICATED BY MANUFACTURER INFORMATION
- - APPROXRA4Cr&Y8 POUNDS PER GALLON OFSUP REBIBTANADTRVE IS REQUOMw
&
THE PAVEMENT & BULDINGAREAS SHALL SURFACE DRAIN INTO RETENTION PONDS, STORM INLET STRUCTURES PART OF AN UNDERGROUND STORM SEWER -
a LUMINNREDIRT DEPRECIATION BED)-0A0.
SMSS ITEMS DESCRIPTION
SYSTEM, OR OTHER STORM WINTER CONVEYANCE FEATURES, RICH DIRECT STORM WATER AWAY FROM THE BUILDING AND THE PROPERTY.
d TOTAL LIGHT LOSS FACTOR (LLF). 0.03 FOR LED UNLESS OTHERWISE INDICATED BY MANUFACTURER INFORMATION.
80006M01 TM5712 PROMAR LOW VOCIMHITE (ACETONE)
7.
PARKING LOT SURFACE MAY NOT BE USED FOR RETENTION OR OVERFLOW RETENTION IN THE SITE DESIGN CALCS
B LUMINARIES SHALL BE PROVIDED TO MEET THE FOLLOWNG PARAMETERS IN THIS ORDER OF IMPORTANCE
800114003 TM571S PROWAR LOWVOC YELLOW(ACETONE)
&
SURFACE DRAINAGE SHALL: NOT BE DIRECTED TOWARDS BUILDING. USE SVWALE$ OR PIPING TO REDIRECT ALL WATER AWAY FROM EDGE OF BUILDING.
a MINIMUM ILLUMINANCE AT ANY POINT OF THE PAVED SURFACE SHALL BE 1.5 FOOT CANDLES TAKEN AT GRADE.
SOOXEBD70 TM SM PROWR LOWVOC REDIACETONE)
B.
NO RETENTION PONDS ARE ALLOWED AT THE FRONT OF SITE OR AT THE FRONT FACING PORTION OF THE BUILDING
M. AVERAGE/ MINIMUM RATIO SHOULD BE LESS THAN OR EQUALTO 6 CAVG:MIN-6:1')
SoOD 641 TM SM PROIMR LOWVOC BLACK (ACETONE)
8000 TMOM CALFORNW VOCYELLOW
10.
UNDERGROUND DETENTION SYSTEMS AREA LOWED BASED UPON LOCAL CODES ORDINANCE REQUIREMENTS, AS WELL AS SITE CONSTRAINTS. LL SHALL SE
4 MAKIMW UMINIMUM RATIO SHOULD BE LESS THAN OR EQUAL TO 10 ('IAXMIN • 1R7')
BOWH6912 TMA016 CALIFORNAVOCNMIRE
=2
RESPONSIBLE FOR MAINTAINING AND INSPECTING UNDERGROUND DETENTION SYSTEMS AS REQUIRED BY LOCA.JURISDICTION.
TOACHIEVE THE MANDICMPEDCOLOR BLUE. THEADDRDN OF41OUNCES OFSHERWINVALLIAM842 BLUECOI RANT PER GALLON S REQUIRED. HANDICAPPED STENCILS ARE
LANDSCAPEARDIRRIGATION:
- .. .
AVAILABLE UPON ORDER REQUEST -
GRADING'
i.
GENERAL: -
l_,
r i" s
.
A DEVELOPER'S UWDSCAPE DESIGN INCLUDES SITE DESIGN AND IRRIGATION
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1. GENERAL
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1 /30/13
Date
Revisions
C8m5
Sheet 14 of 14