SW6130202_Details_20130212

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GENERAL NOTES:
A GROOVE JOINT 1" DEEP WITH 116" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 6INTERVALS. ONE 1/Y EXPANSION JOINT WILL BE REQUIRED AT 46
INTERVALS NOT TO EXCEED W & MATCHING EXPANSIONICONSTRUCTION JOINT W
�••
-•
•.,
ADJACENT CURB. A SEALED IMP EXPANSION JOINT WILL BE REQUIRED WHERE THE
.
°
SIDEWALK JOINS ANY RIGID STRUCTURE
••. ^ . • ..
SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK
. • •, A' • • •
WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6.
GROOVE JOINT IN SIDEWALK
WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE A MINIMUM OF V.
SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS.
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. W 2B DAYS.
1la•RAOM
ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
WTOW
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.
PROF'OBEDfCCNCAEIE BDENAUC
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IN CONCRETE SIDEWALK
NOT TO SCAI
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SIGNAGE STANDARDS
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ACCESSIBLE RAMP STANDARD
MONOLITHIC CURB AND SIDEWALK
I. DIKE RACKS SIOULDBERWALLEOAS PER
IMNUFACTUREA9 RKAIB4ENDED DWALIATION
PROCEDURES
2. ALTERNATIVE BBB RACKSOR LOCKERS MAYBE
USED BWARESUBJECTTOAPPRaVALBYTRE
CXARIATIE DEPARTYENTOPTRANSPCRTATIM
A ALL DIMENSIONS SXOVN AREMSNrw.
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PLAN VIEW
SIDE VIEW
WAVE RACK FOR
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ENGINEER.
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TYP. CURB/PIPE GUARD SECTION
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TYPICAL PAVEMENT MARKINGS
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SPACED AT _ VALLEY ACING MAY
ALS. FOR
1 BE USEDTION JOINTS WHENA MACHINE IS USED SPACING
= Z < > LL C
JOINT MAYBEY THE CITY ENGINEER TO PREVENT
Q
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UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED
METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 11r SHALL B
OBTAINED.
3. ALL EXPANSION JOINTS SHALL B SPACED AT 90•FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. JOINTS
SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK
4. CONCRETE COMPRESSIVE STRENGTH SHALL B 36M P.S.I. IN 28 DAYS
I
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
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6. TOP S" OF SUBGRADE BENEATH THE CURB & GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR Akc)
RQ ��•.•
DENSITY. NOT TO SCALE ,: OQ% �'a'• �•.•ti� '.••
• Q SS O�9•,�9
CURB AND GUTTER _:• O SEAL r 2
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Engineer
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Drawn By
2/7/13
Date
Revisions
1-2A2113 ADDED SHEET TO PLANS
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Project Number
487-036
C8ml
Sheet 10 of 13'

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Alemb1610-61.
hydraulic grease
8"x6'x118"
NOTE:
1&-(" CLEAR
Pine enclosure
fitting to be pie
5/4' x6'squareedged
MOUNT CANE BOLT AND Cane bolt
over treated
aocwelble to
SIDEyNLY)
7" O.D. tube
treated pine boards with 1/4'
GATE LATCH ASSEMBLIES 9uWe (2)
s o^ ea s
pineframirg
maintenance
comers
n
Nngefi" long 1' web 3' O.C.
Latch detail
gap. $Moto flawTHROUGH
galvanized
FACE BOARDS 7 Y steel tube Cane bolt 314"
INTO STEEL FRAME � cold idled
`v
°
dam
1
See doW 3
1V-W CLEAR
fain ss sled screws
s� rod.
Tresh� as
ro
1"x 60x 1/2"
to hinge &gate -
Drill 7/8" t in
Top Size fit
D�ugmpster Dgugmp
it-11 1r2• 10
V-11 1 2'
m of slab slab. to
bell
"
`4Cy�
M
/
7-1/4' O.D.
6
I.D. Steel`I—GY
3°x7-114"
�� WbeV
Pod
0
O.D. tube.
CANE BOLT
yy� collar
gate frame
I I III
11/2" washer welded
to p�
wekiedtornis
III
81/2'x2'x1/4" 1^ cAP to 3W bon
ra
III III
!
ars e ` Lam platew/3Wgate
Gates. See
sheet thisPAINT
pad
NOTE:
ALL GATE FRAMES
6' I.D.
III III
I I
look hqQt� 1-tl2'washer
welded to
bo@ bdr for stop
°rstop
nom.
STRIKE
AND PIPES RED.
g P 80ad
bar
NOTE: Bollards behind the dumpsters shal
with concrete
7 -1/4"
1-112))"x1/4" bent
be V-V tall above the pavement surface and
rounded
I
6' MN.
O.D. tube o
FRONT plate strike wkh SIDE
extend Y-T into the ground.
See detail LJ
afar U
field
144- bok
�0� frame
I, J
Cane bok
L J
wekled
See detail
to pie1'$
DOUBLE GATE LATCH
NO SCALE
SWCI7W
NOSCALE
Post SEW8
NOSCALE SECC18
10
1 DUMPSTER LAYOUT
11
I GATE DETAIL FOR DUMPSTER ENCLOSURE
112
GATE LATCH / BOLT DETAILS
i
Wl]
Drawn By
2/7/13
Date .
Revisions
1 •2IT/I3AMM DUWSM 04CUMFE DETAL
Project Number
487-036
C8m2
Sheet 11 of 13

C
1. Remove and properly dispose of all trees,
brush, Stamps, and other
olgeU wWo material
2. Bum that the miaimumm constructed
cross section meals all design
3. Enstnemat dul top of the dike is not lower
at any pant man the design
deV8hM Plus the Specified R&OMeUL
4. provide sufficient room around diversions
to perinitmac bme regrading and
dwnOW.
5. Vegetate the ridge immediately after
cansnuction, unless it will remain in
place less tam 30 working days.
lnspedtemporary diversions once a week
and after every rainfall Immediately
...remove sediment from the flow area and..
repair me diversion ridge. Carefully
- check sutlers and make timely repam as
seeded Whaamaam protected is
po maamd3r stabilized, remove to ridge and
the channel to blend with the
named grand level andappropruddy
stabilize it
Compacted soil 2'
Figure 020a 7empomayord en dvenion d1a,
8.20.1
Coarse aggregate
T
B" mi
1
., 01-143
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND CTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE
IT..
2 PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTH IT.
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 OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
oareeaggls9ab --,f 0'
1Q IdMelwaOWwweeYearaPtsenwtaamhnAq MeeeaMwAob(ealbeSn Ma1WCJ.
NOT TO SCALE
TD TEMPORARY DIVERSIONS E.C. STD. 6.20 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE - NCDENR STD 6.06
NO�[ITI�UIfi�l[If-I-�IIII�IIII�iii�111�([I1�1=
�-- 9'typical -.LI
Figure O.Mb Temporary gravel dir"m date krvohiae crossing towd fiedfrom Va SVVCC).
PiTwOutW lo FlwArae- Construction
WWa8 WrAdC MnW
1 nroa�Wam wbgmdefor the Bear and ripmpfolo%wdm required ( l
Sea I n" and grades shown In the plan. Compact NW fill re uln d in the
No A subgrade to the denalry of the surrounding undetumbed maWd. Low �
W aran In the wbgrade on undisturbed ed smay Wo be Mad by
-- Increasing the riprepOkknesc GENERAL NOTES, WASHED j
2 The ripmp and graval 1Mer must eoNornh to the specified grating 1. SEDNMT SHALL BE RDAOVED AND TRAP
Umte shwA n on the plots. RLSWRm TO ITS CRW*M DMOX4W Ne
Pion 3. FYW cloth, when Owed, must meet design regWremenb and be YIEN 711E SMUMT HAS AOpMILAIM I
property protected from punching or tasting dump I IBtlon. Repair TO 1/2 THE OMM DEPTH OF THE TRAP. A AORTA
4 --.h son/ damage by removing Me dpmp end placing another piece ofNbr
cloth damaged area. Al oonneatlng)ards Should ovedepsothe 2IN AM MI AREA SHALLBESUEPo97ED ®�
N A 9OITABIE AREA AND N a1CI1 A
top leyeris above the d xmatmm War a minimum ct 1 fact. HIM NAIMm THAT IT WILL Nor ERODE.
damage NexWhaivs. roPlaosthe enure Mwr doth. a 1HE SINXI IRE SHALL BE hNSPW= BY 11 an
.R
A IBprep ma quy
ME" be Owed by emSnt, butt" cars to Wald damaging THE FINANCIALLY FAN40NSM E PARTY OR S70RAOE
aBdlanM w" Nat m the firm. IRS AMU AFTER EACH MM EVDNT �A
1. La Is the length of the dPminimumt
rep 5. The minimum is mses of the dpap, should1imw be 1.6ihe AND MPARS MADE AS NECESSARY. J CATCH
length
Epson. maximum awns diameter Pipeaalw Channel ed w OUT I NSUCHN M" tOtS AT ALLER SI DABBED \I
�aO� 2 d done
o ame9 the t maximum less S. Ruprep hmayighly
M fiaki stone W r end wall
gr atone t should be hard, OUT N 91CI1 A MANat THAT EROSION Am
ewe Wnwer but not br MpWN.MWhoap amzemdadoWthneded.
Y/A7ETt PCILUIICl/ ARE YNSu1♦D. 1
thetop mdtreapronnzerogredenWWWMrigdthewdMW / J \
S. In aweY defllhed durSsiex- gretohlybel it. dtlhe downstream and oval Nth the lecdWnp etea 6 THE AREA ST BRAE * BEE DRAINAGE
AND )
lw.dkg* pmlhuptlAdhannel aeYpMy balowa ThE AREA SfABIIIIID WEN THE erWNAOE ,
-bank b m elevation d 8' DASH HAS BEON PROPERLY STABEIM
A siwwtsnhwdmmumhmlMrsbr dEnure thetthe apron ispropady aligned sumthe reeMng stream PLAN VIEW
dapDnat EmsedtlbbYdt, andpiderady staigttroughouthslerhgBh. If a curve is neededtofit e. ON LMM DRANAGE AREAS TOP RAP MAY Nallswr ISO
wa. ate CmM6 . plea it In the upper seem of the apron. BE RFAMMD IN= 11E IMM SMNL
4. AMW bhu" o fiMr Sant: 9. Immediately WWcorafte on, slebJtzo Be disturbed van nth
Should be koWled bs"Aerr vegetation (Prattles 6.10, Temporary Seeding, and 5.11. Permanent fseausI
Pun.. tmdprepandociltaurxtaLrn. Seeding). Meimeaanos lnped ramp onset Structures weedy and after
WgnMam (12Inch or genW) rained everds to see N Nry erosion. it
around or below the dpmp has Warn Placs,o t efnn have been
dislodged. lmmsdatey make al needed repairs to prevent further CATCH
SECTION A -A
BSdmAA NOT TO SCALE
FEW
buiriket
STONE INLET PROTECTION
30.08
RIP RAP APRON E.C. STD. 6.41
F 2ND CHAMBER OUTLET ZONE -
25X SURFACE AREA 15X SURFACE AREA
TOP OF DAM
SPILLWAY CREST
I
MIN. 3 POROUS COIR MESH BAFFLES OR
SIMILAR STAPLED OR TRENCHED INTO FLEX HOSE
BOTTOM AND SIDE OF BASIN. CONNECTOR
- INLET ZONE 1ST CHAMBER RIP -RAP
35% SURFACE AREA 25X SURFACE. AREA APRON.
- PRIMARY OUTLET PIPE
SUPPORT WIRE OR ROPE TO PREVENT SAGGING
STEEL POSTS SET EVERT 4' MAX. NOTES:
AND DRNEN A MIN. OF 24' JEEP. 1. BASINS LESS THAN 20' LONG, NEED ONLY 2
BAFFLES.
2. BASIN SHOULD HAVE A 2:1 RATION ON
LENGTH TO WIDTH.
3. NO WEIR ON BAFFLES. MATERIAL IS M..
COIR MESH POROUS.
4. MOST OF THE SEDIMENT ACCUMULATES IN
OR SIMILAR, a
STAPLED THE INLET ZONE. THIS AREA SHOULD HAVE
TRENCHED GOOD ACCESS AND REQUIRES THE MOST
INTO BOTTOM POROUS BAFFLE .CROSS SECTION 55.. MAXI. DREAINAGE AREA FOR. SKIMMER - ' •, - F�p,pTI{ SKMOM
-.
AND
NCDENR 6.65 SEDIMENT BASINS IS 10 ACRE..
NCDENR
NOTE BASIN SIZE, SHAPE, ELEVATION% ETC. MAYBE FIELD MODIFIED TO FIT -
LAND QUALITY STANDARS
SKIMMER SEDIMENT BASIN ET. CTOORDINATECAANN.D C LONGGN
ES WITHmER SION
NCDENR 6.64
PAARRAMETER�E CONTROL
INSPECTOR.
-
Fairdc9h Skimmer Construction Specifications.
1. Clear, grub, and "the area under the embankment of all vegWlonn and rod
mat Remove all surface wtl containing high amounts of organic I and 7. Earthen spMwey&4nstd the spill" In undhhabed sod tote greabast extent possible. mwrderwr e
shwAorle ordipae d t propwly. HaW d oNedomhle metm ISO ter The achievement of planned devatlon, waft, design wkM% and adrence and exit
deaigmted disposal area. PWcs Wnpomry Sediment control mMww below channel slopes are cdUcaltog* successful opem *m othhe Spillway Theap" shaad Inspect slimmer Sediment basin at Inn weekly and asks each elgnMant (one-haY
been as needed be fined vAth tamtherad plastic or kmpsmhs d*T gsotodk historic, The Sabah; mud be wide Inch or greater) rahN event and repair immediately. Remove sednmemn and restore
-
and long enough to comer the baton and skies and extend onto ter top offs dam for the basin to is original dimernion whin sediment accumulates to one-half the
-
2 Enure theta nutedd for theembankmert is free of Toole, woody vegetation. anchoring in a trench. The edges may be secured wish 84ndh staples Or pine. The fast height of the first bele.Pd the slimmer to one aide an Viet the selimed
organic matter, arM other objectionable material. Place the N Miss not to must be beg enough to extend down the dope and mdt onto *tactS ground. The width of underneath Y an be excavated Excavate the sediment from the a tWo basin. not
exosed 9"es,and madhlne compact It. OverN the embwkwt a"M to the fabric must be one piece, not joined or soloed; otherwise water can got under to just around the eldmmer Or the first aE Make sure vegetation growing In the bottom
aumfor seu wnwt. _ fabric. If the WqM oftM fabric Is k=Mdmt for the wake length tithe epftW. mWgpke of the basin does not hold cloven the slimmer.
Section, spanning fha complete Widtli, may be used. The upper sedon(s) should overlap
3. Shape to basin to the specBsd dinasion. Prevent the sidmullg device from the lower sectlon(s) so that eand ater cafabricw under the fabric Secure the upper edge Repair the bases if they ere damaged ReenrJhorthe WMn twder is flowing
-
setting Into the mud by emavaHg a shallow pit under the BkirmW or provkikg and skin otter fabric in a trench With stad s or one. (Adapted from 'A Manuel for underneath a around them.
a low support uhderthe Skimmer of dons, Ortimber. Deeigrhing, Installing and Maintaining Slimmer Sediment Baden' February, 199% J.W.
It to elammer is dogged with trash and mere is vaber In the ININ usualyjeNrg
Fakdwb a Son):
4. Place the bard (tydcsllr 44nch Schedule 40 PVC pipe) on a B4 Smooth n the rope will malt thus Skimmer bob up and down and dislodgefM debris and
foundation of Impervious sod. Do not use pervious material suits nand, S. IMeb4)isc1 rge we* Into five been In a manner to prevent erosion. Use temporary restore flow. If this does not worK put the Skimmer over to the side tithe bass, and
gravel, or crushed don as badA emus the pipe. Place the / ftoWW elope drain ordverslos vah adlet protection to dhrsrtsedtnet4aden water 10 the remove the debris. Also check the oMe Inside the eMmarierto see tl Is dogged: If
around the pipe Spgmy In 44ndh layers and compact Y user ad wound Are upper end oft the pod area to knpme begin trap ellcenny (Rebrences: Pomof►Control so remove the debrie.
pips to at MMUbe name density as eve adjacent Embankment. Cam met be: Afia=w end Outlet Protection).
taken not to robe thepipe from the firm owned with de fourKkM VAM If the shimmer am or barrel pipe is dogged, the orMe can be removed and the
.
compacting tnderthe pipe Munches. R. Erosion CondndFCahWudtlu structure wth d the disturbed area is minimized. Divert obatructln cleared with a plumber's Sake M by Nlefmhg with Wabr. Be we and
slabs weer away from Mae areas. Complete t o embmloent be the area is rptaa the outle before rpoebwl g the eldm finer.
Place a minimum depth of 2 fed of compacted WdO Over aml0e 80tl'7AY - cleared SWbifae the emergency •dl'AWy emWmm iff S and all other disturbed areas Chock the fallrk lined •PllwaY for damage and make my required repair* with
before aoNlrg l with construction equipnent. In w case shehMt o pipe above the cred of to principal spBmy Immediately. Saw mtmtrudbmh (Refam nces: Choc damagerep with
ieepenw make m required
a*
t the tliY width di ne ray. and
be tmtalad by lxutltg a trench throhugh The diem situtls amhtvenlonent Srahoe SfabBlzatlon). outlet for erosion damage, and Inspect the embankment for piping and settlement
-
IS tom
10.InsW porous baton as spelled in Practice 6.65, Pools Bailee. Maim Be necessary napalm burned*. Remove Be hawh End other debris from the
& Assemble the skinMasr fdrnHAg The marYltadurers ImtrudlorLer as designed.. elamnwr and pool amen
-
11. After at the sed(mnad-produdng areas have been permwn,tlY WMlaed, remove the Freezkkg w1TelMr can result in toe forming in the MdtL Some apedal precautions
6. Lay the assembled akimm r n the botorn of the basin nth the lxdblejoint at dnlchum and al the unstable sediment Smooth the area to bland vNh the adjoining sees a J i the b h S me slow
the Inlet of the. barrel pipe Attach the 0effite joint to is barrel ppe and position and stabilize property (Rdere osir Stance StatbWz=eacrn). should he taken in me Vvinter t prevent Ave vas le:
the Winnow overt the Exavated pit or supporL Be sae to attach a rope to the
skimmer and anchor it to the side of the basin This will be usedb Pull the
Skimmer So the Side for mlusntemhene.
NCDENR
LAND QUALITY STANDARS
SWMMER SEDIMENT BASIN CONSTRUCTION AND MAINTENANCE NOTES.,
NCDENR 6.64
MOTESI
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Tan
PLATE Revisions
FLEXIBLE 1-1112113NCDBIREROSION CONTROL (XMI,ENiS
END VIEW FRONT VIEW
EOMATCOFwar TAKMFROMPBI VANWEROSMAWSWMEMPCLLUTxx1COMROLM"L%.MARghTina
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487-036
C83
Sheet 12 of 13

I
CHANNEL INSTALLATION
�>).�M?()
v r
..
AMERICAN o
GREEN ;,IN
EROSION CONTROL Products �� (i 4' (H5 M
Guaranteed SOLUTIONS )
1 •
14649 HIGHWAY 41 NORTH 11. ) _
EVANSVILIF, IN 47725 ,\ I a -s- 12.5 CID
800-772-2040 '` ^�.�
wwW.rlagrearI.com -- -
"f"
a` (1sRO `` `(- (low - r cuj•, •, •,
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's . INCLUDING ANY NECESSARY APPLICA71ON OF LIME, F RT UZEt, AND SEED.
NOTE WHEN USNG.CELL-O-SEEO DO NOT SEED PREPARED AREA CELL-O- MUST BE INS(TALLED)WITH PAPER SIDE DOWN. ( y�
2. �GIEXTEND DTMeEYO O 7�/E THE
POROONOF T ErANCHORING THE P's IAICHf R6THE� R �/'e WHIM A 6'(15
oFSYAPLES WIDE p/WITH XIA)YI/MZFLYJ02C1.0NRT 7HOF RIXE�'•
REEW& BACK OVER BOTTOM OF THE � AND OO PLAMD AND SOIL SAPCr ECURE R ` AFTER Et P's OVER�COM ACTED APPLY SEED
ROW OFSIAPMISTAESOIL AND �SPACED APPROEOMANNING IMIWTEELYGII 30 CM)OF
ACROSS THE WIDTH OF THE RECP'&
& ROLL CENTER RECP's N DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUSTBESECURELY FgTDIED TO SOIL SURFACE BY PUNCHED SE /STAI(ES N APPROPRIATE LOCATIONS AS SHOWN N THE STAPLE PATTERN GUIDE
YWEN USING THE DOT SYSTEM . SMNES/STAIIOISS SHOULD BE PLACED 7HROUdF EAa71 OF THE COLORED D075 CORRESPONDING TO RIVE MPROPRN7E STAPLE PATTERN.
4. PEACE CONSECUTIVE REFS END OVER fND (SHINGLE STYLE) WITH A 4- - W (10 CIA -15 CM) OIERIM. USE A DOUBLE ROW OF STAPLES STAGGERED 4- (10 CM)
- APART AND 4- (10 OM) ON. CENTER 1O SECURE REOI"&
5. PAL LENGTH. EDGE OF RECP's AT TOP. OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART IN A 6' (15 CM)
DEEP X 6- (15 CM) WIDE TRENCH. SACKMLL AND COMPACT THE TENCH AFTER STAPLING.
S. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2- - 5- (5 CM -12.5 CM) (DEPENDNG ON RECP*s TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS
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 CENTER OVER ENTIRE WIDTH OF THE CHANNEL
S. THE TERMINAL END OF THE RECP's MUST BE ANCHORED MATH A ROW OF STAPLES/STAKES APPROXIMATELY 12- (30 ON) APART IN A 6- (15 CIA) DEEP X 6- (15 CM)
WIDE TRENCH. BACKRU. AND COMPACT THE TRENCH AFTER STARU NG.
NOTE
• N LOOSE SOL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER. THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP'&.
NOTE
AZ CRITICAL POINTS • HGOZONTAL STAPLE SPACING SHOULD BE ALTERED
`e IF NECESSARY TO ALLOW STAPLES TO SECURE THE
C A OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE
S. PROJECTED WATER LINE
C CHANNEL EIDffOM/SIDE IN LOOSE SOIL CONDIf10N5, THE USE OF STAKE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 8 15 cm) WY
BE NECESSARY TO PROPERLY ANCHOR THE &
SLOPE INSTALLATION
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guarented SOLUTIONS
146" HIGHWAY 41 NORM
EVANSVILLE. IN 47725
800-772-2040
Www.negrewi.com
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEE DO NOT SEE PREPARE AREA CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. WIDE TRENCH
BEGIN APPROXIMATELY
OXIMATTEELOP 0 I T'` (30cm) OFLOPE F RECP's REXTENDEDRECP's
BEYOND THEBUP-SLOPE PORTION OFDEEP X 6- `THE15 CTRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12- (30 CM)) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEE TO COMPACTED SOIL AND FOLD REMAINING 12" (3C CM)
PORTION OF RECP's BACK OVER SEE AND COMPACTED SOIL SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACE APPROXIMATELY 12- (30 CM) APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL THE RECP'a (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 SHOWN 1N 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'sMUST BE STAPLE WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP'a SPLICE DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3- (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12- (30 CM). APART ACROSS ENTIRE
RECP's WIDTH.
NOTE
41N LOOSE SOIL CONDITIONS, THE USE. OF STAPLE OR STAKE LENGTHS GREATER THAN 6 (15 CM) MAY BE NECESSARY 70
PROPERLY SECURE THE RECP's.
LL OR GC IS TO PROVIDE AND INSTALL A 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 ASUBSURFACE
EXPLORATION OF THE SITE SOILS AND PROVIDE RECOMMENDATIONS FOR PREPARATION AND DEVELOPMENT OF SOILS. GBDTECHNICAL.
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 CALL DRAWINGS. CONSULT
ARCFATRUCTURAL 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/ TERMITE TREATMENT PER BONDED (WARANTEED) AUTHORIZED INSTALLING SUBCONTRACTOR AND LL 19T0
FORWARD PROOF OFSAME TO FDS.
iA11=E-3
I. REMOVE WRIEAND MULCH TWINE FROM INLAND CANOPY.
Z sMKROOTWl PMNIPRMIVAIILYAPTERWETM1AT10R
& STAIGNGM REOWREDFORALLTREES IN RA.W.Oft UPON
RIKIMSTOPMBOPoET..
REMOVE EXOE86 BOIL FROM WIR AND ONPOSE OF N A
.'MAIM.. P
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7 Is.f w w w
r DMA w w P NOT TO SCALE
TREE PLANTING
(FOR SINGLE AND MULTI -STEM TREES)
v
SPB0R7tD BAIL DMMETEI -
M'Im B.11 DIAMETER
TOP OF BALL NATURAL SOIL INC ECTIVE BALL DAMEIER
--'-' '
AS DID TOP j6kLLa ROOT CROWN
2'MKIWUM OF 901ECAVER8N0 AOCEI+IMBIENATURAL UNACCEPTABLE SOIL
COVERING
CROWN
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED)
NOTE:
A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY MBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSER13. LANDSCAPE CONTRACTOR OWL HAVE SUPPLIER
NARK GROUND LEVEL LINE ABOVE ROOT BALL IF CITY ARBORLST
DErEFUNES THAT THERE IS EXCESSIVE SOB OVER THE ROOT
CROWNN, THESE TREES WILL BE REJECTED.
-T I
ROOT CROWN DEPTHS
(TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS)
1.. SCARIFY ROOT MASS OF
OONTAMEW® PLANT MATEMAL
2 INSTALL CWTNIER® PLANES AT
FLASHED GRADE
a TAMP "LNG MIX FIRMLY
AS PIT IS FILLED AROUND
EACH PLANT BALL
4. OMIT COLLAR AROUND EACH SHRU S
1IE7N OWMATKM SYSTEM IS PRESENT.
& SOAK EACH PLANT BALL AND
PIT &ME YMY AFTER
INSTALLATION.
N"RaBSS
EQUALS RATAN
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BALD IR TARP SOIL 1R MOER
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TYPICAL PLANTING BED DETAIL
4
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TYPICAL PLANTING BED PLAN
SHRUB PLANTING BED
FO
FAMILY DOLLAR CRITERIA
SITE PLAN REQUIREMENTS
2
PARKING LOT SLOPES:-
ROCK IF ALLOWED BY LOCAL CODE STONE OR ROCK MUST BE IP TO V IN SIZE AND THE GROUND COVER MUST BE T MINIMUM.
A MAXIMUM SLOPE 4% - -
B. PLANTING SHALL NOT OBSTRUCT LINE OF SIGHT AT ENTRANCES AND SITE DRIVES.
ALL SITE PLANS MUST BE APPROVED BY FOS PRIOR TO SUBMSMONS FOR BUILDING AND SITE PERMITS ' LAIN
S. MINIMUM SLOPE 109E
C. LANDSCAPING MUST NOT BLOCK VISIBILITY OF SIUNAOE.
ALL SITE PUMAS MUST CONTAIN THE FOLLOWING INFORMATION AND BE DRAWN ACCORDINGLY. PREPARE SITE PLANS CAREFULLY AND THOROUGHLY. 817E PLANS
C. MAXIMUM 2% CROSS SLOPE VWTHIN ISO OF FRONT DOOR
D. SITE PERIMETER PLANTING SHALL NOT . BE CONCENTRATED AT THE MAIN ENTRANCE AND ALLAWVIEWOF ROAD SIGN AND BUILDING FROM FRONTAGE ROAD.
NOT CONFORMING TO THE REQUIREMENTS BELOW MAY BE REJECTED OUTRIGHT OR BEM BACK FOR REVISIONS RESULTING IN LIKELY DELAYS W CORPORATE SITE
LEASE PREPARATION.
REVIEWAPWE
0. MAXIMUM SLOPE B% FOR ENTRANCES AND ACCE88 DRIVES.
E PARKING LOT PLANTINGS SHALL NOT CONFUCTWITH SITE UGHTN% BUILDING SIONMGE AND UTILITY LOCATIONS. LANDSCAPEDESIGNTOALLOWFOR
SITE PUW8 SHOULD BE PREPARED BYA CALL ENGINEER LICENSED PER LOCAL REQUIREMENTS AND SHOULD NOT BE PREPARED UNTIL THE SITE INVESTIGATION
SHOULPROCESPARED B
E. WWMUM 2%.SLOPE WHERE EXPANSIVESOILS ARE STABILIZED OR NOT REMOVED AS ALLOWED. BY GEOTECHWCAL.ENGINEER
MINIMAL SHRUB GROWTH AS TO NOT OBSTRUCT PYLON SIGN VISIBILITY
REPORT IS COMPLETED. THIS S.I.R. REPORT, WHEN FINISHED, WILL CONTAIN IMPORTANT INFORMATION, CRITERIA, SPECIFICATIONS, REQUIREMENTS, ETC.
F. DELIVERY AREA SLOPE MAX SHALL NOT EXCEED 1.5%
F. PARKING LOT ISLAND SHALL HAVE STONE OR ROCK SIZE 1- TO 9` GROUND COVER NO SOD SHALL BE PERMITTED.
IMPORTANT N CREATING ACCURATE SITE PLANS.
&
PROPOSED SPOTGRADES:
&
IRRIGATION
A FLOOR ELEVATION aHom.
A. IF SITE IS REQUIRED TO HAVE LIVE LANDSCAPE PLANTINGS SUCH AS, BUT NOT UMITED TO, TREES, PLANTS, SOD, ETC„ THE SITE MUST BE FULLY IRRIGATED
SITE DESIGN
B. BUILDING PERIMETER SIDEWALKS.
WITH PROPER COVERAGE AND A SEPARATE IRRIGATION METER ITS THEREBY REQUIRED.
C. PARKING PERIMETER CURBING.
B. IRRIGATION TO HAVE RAIN GUARD.
GENERAL INSTRUCTIONS
D. LANDSCAPED PARKING ISLAND WITH CURSING
1. PLANS SHALL BE SUBMTTEDATASCALE OF EITHER 1-.20 OR 1-=30, UNLESS OTHERWISE INDICATED BY FAMILY DOLLAR STORES. ALL PLANS MUSTBE
PREPARED BY CIVIL ENGINEER LICENSED PER LOCAL REQUIREMENT& NO HD DRAM PLAINS WILL BE ACCEPTED.
ALAN
SITE COMPACTION - -
CURBING
AND WHEEL STOPS:
2 ALL DRAWINGS, INCLUDING BOUNDARY SURVEY. TOPOGRAPHIC SURVEY AND DETAILS. WALL BE PREPARED IN GAD (OXF) FORMAT AND SUBMITTED AS A
A PROVIDE AC CURB FACEAT ALL SIDEWNLKSAT THE PERIMETER OF THE BUILDING
SCANNED IMAGE FILE (POP. TIFF, JPG OR DAG) AS E4MAIL OR ON COOS) TO FAMILY DOLLAR STORES AFTER ALL APPROVALS HAVE BEEN OBTAINED.
B. FAMILY DOLLAR STORE FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF I%W(FOR BTS)OR IV (FOR FEE DEVELOPMENT) ABOVE THE ESTABLISHED
1.
FOS DOES NOT REQUIRE CURBING UNLESS LOCAL CODES OR SITE CONDITIONS DICTATE ALL CURBING SHALL BE DEFINED ON THE SITE WORIONG DRAWINGS AS
& LANDLORD 18 REQUIRED TO SUBMIT PAPER COPY, CAD OR POP,AS-SUILT SURVEY. SITE PLANS MUST BE LEGIBLE SEND IN LARGEST COPY POSSIBLE ON 24' X
100•YEAR FLOOD PLAIN ELEVATION (AS DETERMINED BY THE LLB. ARMY CORPS OF ENGINEERS.)
TO CURB TYPEAAND LOCATION EXTRUDED CONCRETE CURSING EPDXIEDTO THE PAVEMENT SURFACE ITS NOT PERMITTED. ALL PERMANENT CURSING TALL BE
3V.
C. PROVIDE A RETAINING WALL WHERE GRADE VARIATIONS EXCEED THE 2TO I (HORIZONTAL TO VERTICAL) SLOPE AND/OR THE SOILS INVESTIGATION REPORT
CONCRETE
OUR PREFERRED BUILDINGSARE 102XW,WX IOZ.I 4'XW. BOX ION, 1WXWANDWXIW. THE7OX BOOR 13OX7OARE NOT PREFERREDAND SHOULD BE
RECOMMENDED MAXIMUM SLOPE COMPLETELY DETAIL ALL RETAINING VWLL8.
2
CONCRETE CURB AND GUTTER SHALL BE USED WHERE SURFACE RUNOFF IS DIRECTED TOWARD AND ALONG THE EDGE OF THE PAVEMENT OR ALONG THE
USED ONLY BY EXCEPTION. EACH SAMPLE PUN ATTACHED HAS MIRROR IMAGE; BUILDING ON LEFT SIDE IS"A' AND BUILDING ON RICGHI IS'B'. DECIDING ON WITCH
5.
GUARD RAIL ITS REQUIRED ON ALL RETAINING WALLS WITH A GRADE DIFFERENCE GREATER THAN T IN HEIGHT. GUARD RAIL 18 TO BE DESIGNED IN ACCORDANCE
PERIMETER OF LANDSCAPED PLANTING BEDS OR TRAFFIC ISLANDS. MINIMUM GUTTER SLOPE SHALL BE 0.6%.
TO USE IBA FUNCTION OF MANY FACTORS INCLUDING BUILDING VISIBILITY, LOCATION OF CURBCUT, TRAFFIC GOING HOME SIDE, ETC. CONSULTWITHYOURREM.
WITH ALL LOCAL BUILDING CODES AND ORDINANCES.
&
CONCRETE STANDING CURB OR CONCRETE VIETH REVERSE GUTTER SHALL BE USED TO RETAIN THE EARTH AT THE BASE OF AN EMBANKMENT OR AN ABRUPT
4 PUMA SET SHLLINCWDESEPARATE GENERAL PLAN OF OVERALL DEVELOPMENT INCLUDING AL PROPOSED BUILDINGS. ENTRANCES, DRIVE AISLES AND
A PROVIDE SLOPE STABILIZATION ON ALL SITE SLOPES. STABILIZATION MAY BE BY TURF GRASSM 800.VEGETATION. GEOTEXTBE FABRICS OR OTHER
CHANGE IN GRADE OR ALONG THE PERIMETER OF LANDSCAPED PUNTING BEDS OR TRAFFIC ISLANDS.
INTENDED TRUCK ROUTES INCLUDING DIMENSIONS.
MEANS AS REWIRED BY THE DEGREE OF SLOPE AND TYPE OF SCN. TO BE PROTECTED.
4.
PRECAST CONCRETE WHEEL STOPS SHALL BE PROVIDED AT EACH PARKING STALL-
6. THE HORIZONTALAND VERTICAL LOCATION OF THE BUILDING AND FREE-STANDING SIGNS SHALL BE PLACED IN SUCH A MANNER AS TO NOT IMPAIR THE
& DESIGN ALL SITE GRADING IN CONFORMANCE WITH BARRIER FREE DESIGN CHTERIA
A. ALLNNEEL STOPS SHALL BE DOWELED TO PAVEMENT&LOCATED ZFT. FROM EDGE OF OBSTRUCTION, EDGE OF PAVEMENT, OR FACE OF CURB.
VISIBIUTYOFTHE BUILDING OR MGM&
S.
MAXIMUM LAWN SLOPE IN ACCORDANCE MATH OEOTECHWCAL REPORT:
& SMALL BE USED AS PARKING CONTROLALONO THE BUILDING OR RETAINING WALL.
PROPERTY DETAIL REQUITED ON EACH PUN:
A L AINONFAVEO SLOPED AREAS SHALL NOT EXCEED A2ISLOPE UNLESS SPEGFICALLYAPPROVED BY THE SOILS ENGINEER PROVIDE SLOPE
C. PANT ALL WHEEL STOPS"SAFETY YELLOW, OR AS CODE REQUIRES.
STABILIZATION AS REQUIRED.
5.
TEMPORARY ASPHALT CURBING SHALL ONLY BE USED ALONG PAVEMENT EDGES ADJACENT TO FUTURE DEVELOPMENT AREAS.
1.. SHOW ENTIRE SITE AND ALL PROPERTY LINE METES& BOUNDS WITH NORTH ARROW CLEARLY IDENTIFIED
7.
SEDIMENT& EROSION CONTROL PROCEDURES SHOULD BE IMPLEMENTED DURING CONSTRUCTION BASED UPON LOCAL CODES& ORDINANCES, ATAKNIMUM.A
e.
CURBING MAY BE OMITTED WHERE PAVING TERMINATES, AGAINST OTHER PAVED AREAS,
2 SHOWAND LIBEL ALL BUILDING AND PARKING SETBACK LINES AS REQUIRED BY LOCAL CODE OR ORDINANCE 8HOWANDIABELALLUWDSCAPINGOR
STABILIZED ROCKCONSTRUCTION ENTRANCE AND SEDIMENT FENCING AROUND DISTURBED AREAS SHALL BE INSTALLED.
ENVIRONMENTAL BUFFERS AS REQUIRED BY LOCAL CODE OR ORDINANCE.
&
ANY DISTURBED AREAS THAT WILL NOT BE STABILIZED BY PAVEMENT OR BUILDING BABE COURSES SHAD. BE SODDED OR SEEDED & MULCHED IMMEDIATELY
CURB
CUTS AND DRIVE AISLES:
& SHOWALLBUILDINGS. BOTH EXISTING AND PROPOSED
AFTER ESTABLISHING FINAL GRADES. IF FINAL GRADES WILL NOT BE ACHIEVED WITHIN 214DAY& TEMPORARY SEEDING& MULCHING SHALL BE USED TO.
4. LABEL NAME OF EACH ROAD USED TO ACCESS SITE, AS VAELLAS ALL ROADS ADJACENT TO PROPERTY. LABEL HIGHWAY NUMBE2(SL IFAPPLICABLE
STABILIZE DISTURBED AREAS. -
I.
WE DESIGN SHALL CONFORM TO ONE OF THE APPROVED STANDARD DELIVERY TEMPLATES THAT REQUIRES CONDITIONAL APPROVAL FOR ALL EXCEPTION&
5. SHOWOOSTHNG PAVEMENTS IFAPPUCAME&ALL PROPOSED PAVEMENT& ALL PROPOSED PAVEMENTS SHALL BE CONSTRUCTED OF EITHER ASPHALTOR
&
ALL BACK FILL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. BACK FILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOM VEGETATIVE MATTER
2
NOTE PROPER ACCESS FOR FAMILY DOUAR'876 LONG FREIGHT TRUCKS IS REQWRED DURNO NORMAL BUSINESS HOURS. THIS INCLUDES A TRUCK PATH
CONCRETE GRAVEL PARKING OR DRIVE AREAS ARE STRICTLY PROHIBITED
WASTE, CONSTRUCTION MATERIALS, OR OTHER OBJECTIONABLE MATERIAL BACK FILL MATERIALS SHALL BE CAPABLE OF BEING COMPACTED. BY MECHANICAL
THAT ITS FREE OF LANDSCAPE ISLANDS. SIGNS, LIGHT POLES AND OTHER BARRIEROWHILE MAINTAINING WIDE RADIUS CURVES AT ALL ENTRANCES AND EXIT&
S. SHOW PROPOSED ROADRYLON SIGN LOCATION(8),AS WELL AS ANY EXISTING SIGN LOCATIONS, IF APPLICABLE
MEANS AND THE MATERNAL SHALL HAVE NO TENCENCYTO FLOWOR BEHAVE INA PLASTIC MANNER. UNDER TAMPING BLOM OR PROOF ROWING. ALBACKFILL
&
SHOVVLOCATION AND SIZE OF ALL CURB CUTS. PREFER TWO ON PRIMARY ROAD BUTWILLACCEPT ONE PREFER 3W WIDE; ABSOLUTE MINIMUM 18 W. CURB
.7. SHOW DUMPSTER PAD& NUMBER OF WMPSTER8 REQUIRED: REFER TO LEASE AGREEMENT FOR SIZE AND VOLUME OF DUMPSTER(S)
MATERIAL SHALL BE PLACED IN LOOSE 64K LIFTS AND COMPACTED, BY MECHANICAL MEANS, AS SPECIFIED BY THE GEOTECHWGAL ENGINEER OR AS LISTED IN
CUTS SHOULD BE SWEEPING OR ROUNDED; NOT SHARP 80 DEGREE TURNS.
& DUMP6TER PAD MUST BE ADJACENT TO THE DELIVERY DOOR AND MUST BE EASILYACCESSIBLE TO LARGE TRASH COLLECTION TRUCKS
NOTE 10.
4,
IFACORNER SITE, ADD CURB CUT NEAR DELIVERY AREA -
& DUMPSTER PAD &APRON: DUMPSTER PAD AND APRON SHALL BE MIN. B'3,500 PSI CONCRETE SLAB REINFORCED WITH MN. 04 REBARS A 124K ON CENTER N
10.
ALL BUILDING, SIDEWALK AND PAVEMENT SUB -GRADES SHALL BE COMPACTED TO 88%OFASTM DNS TO A DEPTH of 134N. AND TO 95-A OF ASTM D60 BELOW
EACH DIRECTION LOCATED IN THE UPPER THIRD OF SLAS. PROVIDE (2) PIPE BOLLARDS (PER FOB DETAIL) AT REM OF PAD3EWND EACH DUMPSTER IF AN
124N DEPTHS. ALL OTHER NON-STRUCTURAL AREAS SHALL BE COMPACTED TO 90%OFASTM DSW -
S.
FRONT DRIVEWAY SHOULD BE MBSMUM OF SO WIDE; PREFER W. SIDE DRIVEWAYS WHERE TRUCK BACKS INTO DELNERYAREA SHOULD BE WALSO; W16
ENCLOSURE SREQUIRED BYLOCAL CODE OR ORDINANCE, PROVIDE A DETAIL FOR FAMILY DOLLAR TO REVIEWAND APPROVE. AL ENCLOSURES SHALL HAVE
IT.
ALL BUILDING, SIDEWALK AND PAVEMENT SUB43RADES COMPACTIONS SHALL BE INTERMEDIATELY TESTED AND APPROVED BY THE GEOTECHWCAL ENGINEER
ABSOLUTE MINIMUM WIDTH.
CO
GATES CONSTRUCTED OUT OF STEEL FRAME TUBING(MINIMUM)WITH PIVOT HINGES MOUNTED ON e'PIPE BOLLARD& SETSHALLPEBOLIAROSINMRSMUMIP'X17'X
ALL SUB -GRADES SHALL BETHOROUGHLY PROOF -ROLLED TO IDENTIFY SMALL LOCALIZED AREAS OF UNSUITABLE SOILS.ALLUNNNTABLEBULSSHALLBE
S.
IDENTIFY PROPOSED TRUCK DELIVERY PATH ON SITE PLAN ITSELF
3'4' DEEP CONCRETE FILL FOOTING. PROPER LATCHING & LOCK HARDWARE SHALL BE PROVIDED IN ORDER TO RESTRAIN ANDIOR LOG( ENCLOSURE GATES
UNDERCUT, REPLACED WITH STRUCTURAL FILL AND COMPACTED AS LISTED IN NOTE 10.
A DELIVERY DOOR TO BEAT PARKING LOT GRADE (NO DOCKS ALLOYED)
10. PROVIDE MIN.SfTXS-FTX44N. THICK3AW PSI CONCRETE PAD NTH (1) 6-PIPE BOLLARD HB EACH CORNER OF THE PAD FURTHESTANNY FROM THE BULDIN0.
S. IN ORDER TOEUMNATE CURBINGANDUWDSCAPINGANDTO FACILITATE DELfVERYTRUCKMANEUVERABIUTY,,CERTAIN AREAS ARE INTENTIONALLY
REINFORCE CONCRETE PAD WITH MIN. SXe W1AXWIA VAVF LOCATED IN THE UPPER THIRD OF SLAB
IL TILNTES
STRIPEDOUT.
M 11. PROVIDE N. SFTX6FTX44N. THICKa,800 PSI CONCRETE PAD AT EVERY MAN DOOR THAT DOES NOT EXIT DIRECTLYTO ASIDEWALK REINFORCE CONCRETE
C. TRUCK DRIVE AISLE TO BE MR W
PAD(S) WITH MN. BXB WIA MA WAIF LOCATED IN THE UPPER THIRD OF SLAB
12 PROVIDE64N T WCK3AW PSI CONCRETE PADAT WAC EQUIPMENT LOCATION(S). SIZE OF PADS) SHALL BE BASED UPON SIZE OF SELECTED EQUIPMENT MATH
PROPERCLEARANCE& REINFORCE CONCRETE PAD(S)WITH MIN. 64 REBALS Q 124K ON CENTER IN EACH DIRECTION LOCATED IN THE UPPER THIRD OF SUB
1'
GENERAL' -
A ALL UTILITIES TO THE FAMILY DOLLAR BUILDING WILL BE SOLELY FOR FAMILY DOLOURS USE AND WILL NOT BE SHARED (OR SU"ETERED) FOR ANY OTHER
IMPORTANT TO NOTE IN ADDITION TO REAL ESTATE AND STORE PUNNING REVIEWING AND APPROVING ALL PROPOSED SITE PLANS, SO DOES FAMILY DOLLAR'S
OCCUPANTS IN THE DEVELOPMENT CENTER
TRANSPORTATION DEPARTMENT. IT IS EXTREMELY IMPORTANT THAT AL CRITERIA LISTED MERE, ESPECIALLY CURB CUTS AND DRIVEWAYS, BE ADHERED TO IN
BUILDING AND PARKING
A. UTILITIES FOR ADJACENT SPACES OR FAMILY DOLLAR STORE SHALL NOT RUN THROUGH OR UNDER THE FAMILY DOLLAR STORE BUILDING PAD.
ORDER TO FACILITATE THEIR TIMELY SITE PLAN REVIEW.
B. UIWTY LOCATIONS:
1. ALL PAVEMENTS, LANDSCAPE AND GRADING BUFFERS SHALL BE SHOWN ON THE PUMAS, AS REQUIRED BY LOCAL ORDINANCE. BUILDING SHOULD FACE PRIMARY
& SHALL DOLLAR STORES SHAIHAVE AN APPROVED SEWER WITH DOMESTIC AND IRRIGATION WATER LINES THAT SERVE FAMILY DOLLAR STORE ONLY.
EASEMENTS
AND ALLEYS:
ROAD WITH HIGHEST TRAFFIC COUNT; POSITION BUILDING FOR OPTIMUM VISIBILITY
b. SEPARATE METERS ARE REQUIRED FOR GAS, DOMESTIC WATER AND IRRIGATION WIITER. AND ELECTRICAL LINES,
2 PROVIDE ALL BUILDING DIMENSIONS
a UTILITY LOCATIONS ARE DEPENDENT ON THE SPECIFIC SITE THE FAMILY DOLLAR STORE ALLOWS FOR ALTERNATE LOCATIONS AS DICTATED BY BETE
1.
SHOW LOCATION OF ALL EXISTING AND PROPOSED EASEMENTS, BOTH ON SITEAND OFF -SITE, REQUIRED FOR CUSTOMER INGRESSIEGRESS, DELIVERIES, AND
& IDENTIFY STORE FROM, FRONT DOORS, AND DELIVERY AREMDOOR
4, SHOW SIDEWALK PREFER IO BUT WILL ACCEPT MN S' DEPTH. ADD B SIDEWALK TO SIDE OF BUILDING IF THERE IS PARKING AGAINST BUILDING UNDER NO
CONDITIONS WITH VARYING IMPACT ON THE STORE LAYOUT AND DESIGN. (CONTACT FAMILY DOLLAR FOR APPROVAL PRIOR TO SELECTIRGALLT.
2
SERVICES.
6HOWALLALLEY6 -
GRCUMSTANCEWILL PARIINO BE AI.LOVYEDAGAINST THE BUILDING WITHOUTASIDENNLKBETWEEN THE BUIL01NGAND 7HE PARING
LOCATION&)
d SEE FAMILY DOLLAR STORE PREFERRED
&
FASF
DESIGNATE OFF.6ITE SIGNJAEM AREAS A8 WELL AS UTILITY EASEMENTS TO PROVIDE FOR 810N INSTALLATION AND ELECTRICAL SERVICE
& ALL SIDENfPLCB TO BE CONSTRUCTED OF MK 44NTWCK9,600 PI CONCRETE REINFORCED WITH BX8WI.4XWIAVWNF. ALL SIDEWALKS SHALL HAVETOOLED
617E UTILITY POINTS OF CONNECTION. (FANCY DOLLAR STANDARD CRITERIAU PLAN.)
CONTROL JOINTS NOT EXCEEDING G-FT. SPACING IN ANY DIRECTION
2
EXTEND ALL UTILITIES TO WITHIN 5 FEET OF THE BUILDING AT THE LOCATIONS SHOWN ON THE PLUMBING ELECTRICAL AND UTILITY SITE PLAIN.
S. PREFERRED NUMBER OF PARKING SPACES FOR FREESTANDING STIES IS 38t. MINIMUM IS 25 DEPENDING ON LAYOUT. ALL PARKING SHOULD BE DESIGNED TO BE
&
PROVIDE A COMPLETE SANITARY SEWER SYSTEM INCLUDING ALL PIPING, MANHOLES, CLFANOUTS, ETC.
SITE
SIGNAGE:
CONVENIENT AND CLOSE TO FRONT DOOR SHOW IAN. 2 HANDICAPPED SPACES, AND SATISFY ALL ZONING ORDINANCES.
A PROVIDE 4'MNMLNA SANITARY BEV" LEAD OR SIZE AS REQUIRED BY CITY, COUNTY OR STATE ORDINANCES.
7. MINIMUM PARKING STALL DIMENSIONS SHALL BEV X IS AND SATISFYALL ZONING ORDINANCES
B. ALL SANITARY$EVER$ SHALL HAVE A POSITIVE GRAVITY OUTFALL. UFT STATIONS, FORCE MAINS, SEPTIC DISPOSAL FIELDS OR PACKAGE TREATMENT
1.
PROVIDE"HANDICAPPED PARKING' SIGN WITH IDENTIFYING SYMBOL AT DESIGNATED HANDICAPPED PARKING STALLS
8. STRIPE ISLANDS AT BAY ENDS UNLESS REWIRED FOR TRAFFIC CONTROL OR LOCAL ORDINANCE
PLANTS SHALL BE USED ONLY WHERE POSITIVE OUTFA.L 18 NOT ATTAINABLE, AND SHALL BE APPROVED BY FAMILY DOLLAR STORES, INC.(AS OWNER
2
SIGN SHALL BE ITXW',.OBOALUMNUM WITH BAKED ENAMEL FL18K INSTALLED IN BOLLARD, TO CONFORM WITH ADA STANDARDS OR AS REQUIRED BY CODE
& ALL PAVEMENT MARKINGS SHALL BE ACCOMPLISHED WITH USE OF PAINTING MACHINESMD/OR STENCILS. ALL PAINT FOR PAVEMENT MARKINGS SHALL MEET
HEREBY DEFINED ON TITLE SHEET, T-1) PRIOR TO DESIGN AND SUCH EXCEPTION PACKAGE SHALL BE TOTALLY WARANTEED AND MAINTAINED BY THE
3.
SIGNS SHALL HAVE SMITE LETTERING ON BLUE BACKGROUND.
THE REQUIREMENTS OF SOLVENTBORNEAPPLICATION RECOMMENDATIONS STATED BELOW. PARKING STALL AND ISLAND STRIPING SHALL BE 44N WIDE AND
DEVELOPER.
4.
PARKING LOT SIO S (SUCH AS STOP, RIGHT TURN, LEFT TURN, ONE WAY, ETC.) SHALL BE INSTALLED AS REQUIRED BY LOCAL CODE OR ORDINANCE
SHALL BE STRAIGHTWTHA'CLEAM EDGE. ALL DIRECTIONAL ARROWS. STOP BARS. ETC. SHALL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
4
WATER SERVICE:.
DEVICES (MU`rCD)
10. ALL PARKING SPACES ARE REQUIRED TO HAVE WHEEL STOPS PROVIDED, UNLESS PREVIOUSLY APPROVED BY FAMILY DOLLAR
A PROVIDE A COMPLETE WATER DISTRIBUTION SYSTEM TO SERVE BOTH DOMESTIC AND FIRE PROTECTION OF REQUIRED BY CODE) REQUIREMENTS INCLUDING
OAP
SITE:.
IT. PARKNGAREA DRIVE AJSIES ARE TO BE L N. W. (REFER TO SHEET C;2 FOR TYPICAL 917E PLAN EXAMPLES).
ALL PIPING. METERS, VALVES, PITS, HYDRANTS, THRUST BLOCKS. SACITLOW PREVENTER& ETC.
B. 3W DOMESTIC SERVICE LINE
1.
IDENTIFY ALL STREETS. ALLEYS, NGRESSVEGRESS EASEMENTS OR OTHER ACCESS ROUTES BORDERING SITE WITH TRAFFIC PATTERNS.
PAVEMENT DESIGN
C. ALL FIRE PROTECTION SYSTEM OF REQUIRED BY CODE) SHALL BE APPROVED BY THE. LOCAL OFFICIALS. AND OR THE LOCAL FIRE MARSHAL AND FAMILY
2
SHOW IMPROVEMENTS AND EXISTING TRAFFIC PATTERN ON ANY ADJACENT PROPERTY BEING CONSIDERED FOR CROSS ACCES&
DOLLAR STORES. INC -
&
IN R.O.W. SHOW WIDTH AND NUMBER OF LANES. INDICATEANY DECELERATION OR ACCELERATION LANES. SHOWAI.L CENTER LANES, MEDIANS. MEDIAN BREAKS,
1 ASPHALT PAVEMENT
D. S' MINIMUM LINE SIZE WITH RESIDUAL PRESSURE WITH SUFFICIENT CAPACITY FOR SPRINKLER SYSTEM WITHOUT VYATER PUMP, AS APPROVED BY THE LOCAL
ETC AND ACTUAL. TURNING MOVEMENTS. THIS 18 CRMrAL INFORMATION TO EVALUATE THE DELIVERABLE ROUTE OF PROPOSED LOCATION BY OUT FLEET OF
A STANDARD WONT) DUTY MINIMUM SECTION S ONE (1) INCH ASPHALT SURFACE COURSE, TWO C2) INCHES OF BINDER COURSE, AND SIX(6) INCHES OF
OFFICIALS AND THE LOCAL FIRE MARSHAL
76' LONG FREIGHT TRUCKS.
- COMPACTED STONE BASE COURSE -TO BE USED WHEN PERFORMING CALCULATIONS.
E. PROVIDE WINTER SERVICE TO THE IRRIGATION SYSTEM AS REQUIRED (WITH SEPARATE METER}
B. HEAVY DUTY MINIMUM SECTION IS ONE (1) INCH ASPHALT SURFACE COURSE, TWO (2) INCH BINDER COURSE. AND EIGHT (8) INCHES COMPACTED STONE BABE
F. FIRE DEPARTMENT CONNECTION (F.D.0 OR SIAMESE CONNECTION, IF REQUIRED BY CODE}
PARKING
ILW MHATION BPEGFICA' -FAMILY DOLLAR STORES:
COURSE. TO BE USED WHEN PERFORMING CALCULATIONS FOR ALL TRUCK CIRCULATION AREAS.
G. LOCATE HYDRANT ON SITE IF REQUIRED BY CODE).
2 CONCRETE PAVEMENT
&
PROVIDE A COMPLETE GAS DISTRIBUTION SYSTEM "ERE APPLICABLE) INCLUDING ALL PIPING, METERS, PITS, VALVES, ETC
1.
SYSTEM DESCRIPTION:
A CONCRETE PAVEMENT SHALL BE DESIGNED USING AG 33OR48'GUIDE FOR THE DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS*. THE CONCRETE
A SHOWGAS METER AND BUILDING LEAD (GAS METER SHOULD NOT BE LOCATED WITHIN ANY PAVED AREA).
A FURNISH AND INSTALL A COMPLETE SYSTEM INCLUDING CONCRETE BASES. POLES. LUMINARIES, CONDUIT. WRING SYSTEM AND COMPLETE CONNECTION.
DESIGN THE MODULUS OF SUBGRADE REACTION TM VALUE). DESIGN
THATAREHEAVY
DU DUTY SEC IO
SHALL INCLUDE RECOMMENDATIONS FOR BOTH STANDARD DUTY AND HEAVY DUN SECTIONS.
LINCLU INCLUDE RECOMMENDATIONS BOOTHS STANDARD
S.
PROVIDE A COMPLETE ELECTRICAL SERVICE SYSTEM INCLUDING ALL. POWER POLES, WEATHER HEADS. UNDERGROUND CONDUITS, WIRING, SPLICE BOXES,
B. LUMINARIES SHALL BE ONE OF THE FOLLOWING FOUR(4)7YPES LISTED IN PREFERRED SYSTEMS,
& WIHEN USING THE AC193G2-0e, THE CONCRETE PAVEMENT SECTIONS SHALL BE DESIGNED BYA GEOTECHNDAL ENGINEER FOR A20 (TVVENTY) YEAR DESIGN
TRANSFORMERS. ETC.
2
PREFERRED SYSTEMS'
LIFE WITH A 0%RELIABILITY FOR XX LOADED TRACTOR TRAILERS PER DAY ANDXKCARS PER DAY.
A SHOWELECTRICAL TRANSFORMER LOCATION(12DX208 VOLT. 3 PHASE, 4WIRE, 40DAMP SERVICE). (ELECTRIC METER SHOULD NOT BE LOCATED WITHIN ANY
A 32D WATT METAL HAUDE. POLE MOUNTED(OR SUPER METALHALIDE). HORIZONTAL LAMP UNIT SQUARE UNIT NTH TYPE NWIDE DISTRIBUTION. (UTHONN-
C. FAMILY DOLLAR MINIMUM REWIRED CONCRETE STRENGTH IS 4.000 PSI CORRESPONDING TO A FLEXURAL STRENGTH OF 000 PSL FAMILY DOWER MAXIMUM
PAVED AREA) -
KAD 320M R4TB SCWA SPLICE UPI)
ALLOWABLE. DEIGN SUBGRADE KAVAALUE S 300 P910N. THE CONCRETE PAVEMENT TYPE SHALL BE UNRENFORCED OR JOINTED PLAIN CONCRETE(JPC).
B. PROVIDE ELECTRICAL SERVICE TO ALL RELATED SITE ELEMENTS (PYLON SIGNS, LIFT STATIONS,PUMPS, TREATMENT PLANTS, SITE LIGHTING, ETC.). INHERE
B. POLE MOUNTED FLOOD I2'AFF ON STRATEGIC POLES TO UGHT THE FACADE OF THE BUILDING. (UTHONIA- TFL 32DM RA2 TB SCVYA IS UPI)
JOINTING RECOMMENDATIONS SHOULD FOLLOWACISIGR46 SECTION&7 AND APPENDIX C. FAMILYDOLLAR MAXIMUM JOINT SPACING IS 24 X CONCRETE
APPLICABLE.
C. BUILDING MOUNTED CUT-OFF WALL PACK TO BE USED ONLY ON ANCILLARYAREAS THAT DO NOT SERVE AS CUSTOMER ENTRANCES OR POINTS OF VIEW
PAVEMENT TWCKNESS, NOT TO EXCEED IS FEET. AJOINTING PUN SHALL BE PROVIDED BY THE DESIGN ENGINEER IDENTIFYING LOCATION&SPACING OF
7.
PROVIDE A COMPLETE TELEPHONE SERVICE SYSTEM INCLUDING ALL POLES, UNDERGROUND CONDUITS, WIRING, SPICE BOXES, ETC. DEMARKTO BE MOUNTED
FROM MAJOR VENUES. OLSG%P NWUP SM BZ)
CONTRACTION AND ISOLATION JOINTS.
TO PHONE BOARD A8 SHOWN ON SCHEDULE SHEET M-1.
0. FRONT ENTRANCE TO BE LrrWTH UTHONN ALX LED 1 16A400MIK SRS MVOLT DDXBD)
D. STANDARD (LIGHT) DUTY MINIMUM SECTION IS FIVE (6) INCHES OF 4000 PSI PORTLAND CEMENT CONCRETE OVER COMPACTED SUBGRADE WHEN DESIGNING
A TELEPHONEAND ELECTRIC SERVICE CONDUITS MAYBE PLACED IN COMMON TRENCH, AND BROUGHT TO THE INTERIOR OF SPACE (AS PERARCHITECTURAL
&
NO OTHER SYSTEMS ARE ACCEPTABLE UNLESS REQUESTED AND PRE -APPROVED IN WRITING BY FAMILY DOLLAR STORES OR JUICE IOD%UGHTING(CONTACT
THE LIGHT DUTYAREA. GRANULAR BASE SHOULD ONLY BE CONSIDERED FOR UNUSUAL SOIL CONDITIONS AND THE RECOMMENDATION WILL NEED TO BE
PLANS),
INFO: ANMN.JUICE10DUGHTING.COW LIGHTING CONSULTANT FOR FAMILY DOLLAR STORM
JUSTIFIED. RECONDITIONING OF SON. WITH CEMENT, FLYASK OR LIME TO A MINIMUM DEPTH OF 61NCHES MAYBE RECOMMENDED IN LIEU OF GRANULAR
S. PLACE PHONE LINES UNDERGROUND ON ALL SITES. PHONE BOARD LOCATION TO BE DETERMINED BY PUMA.
4.
DESIGN REWIREMENTS:
BABE FOR A WORKING PLATFORM. AND SHOULD BE USED TO MITIGATE EXPANSIVE BULB IN LIEU OF GRANULAR BABE
E. STANDARD MEAN DUTY MINIMUM SECTION S 9O INCHES OF POD CEMENT CONCRETE OVER COMPACTED SUBGRADE. WHEN DESIGNING
A DESIGN AND LAYOUT LIGHTING SYSTEM IN CONFORMANCE WITH THE FOLLOWING ILLUMINATION PARAMETERS AND POLEFU(TURE REQUIREMENTS.
SE SHOULD BE CONSIDERED I
THE HEAVY DUTYAREA 4INCHES 0F COMPACTED GRANULAR BABE SHOULD BE CONSIDERED WHEN THE NATURAL SUBGRADEK-VALUE IS LESS THAN 700 -
G
=
-
DEVIATIONS FROM SET -FORTH REQUIREMENTS NECESSITATED By LOCAL REQUIREMENTS OR EXISTING CONDITIONS REQUIRE APPROVAL PRIOR TO
PSNN. THE INCLUSION OF GRANULAR BASE SHOULD INCREASE THE EFFECTNEKVA.UE ACCORDING TO TABLE 321N AG 330R4&
SUBMISSION OF DESIGN. ALL SUBMISSION FOR CHANGE SHALL BE SUSIATITED N WRITING TO FAMILY DOLLAR STORES.
i.
PROVIDE DETENTION OR RETENTION POND ONLY WHEN REWIRED BY LOCAL ORDINANCE
5.
NUMBER OF LUMINARIES AND VOSTION&
SOILVENTBORNEAPFUCATION RECOMMENDATION
A PROVIDE N FENCE WITH GATE (ONE S GATE MINIMUM FOR MAINTENANCE)AROUND LAWN AREA BASINS.
A MAIN PARKING AREA OF INFIELD STANDARDS SHALL HAVE TWO (2) LUMINARIES PER POLE MAXIMUM.
1. SURFACES SHOULD BE CLEAN. DRY AND FREE FROM LOOSE AND PEELING PAINT. DONOTAPPLYWHEN AR OR SURFACETEMPERATURES ARE MLOW32.DEGREES. ANDWHEN
B. PROVIDE RETENTION POND SIGNAGE-GREEN SIGN WITH MRS LETTERS IVH X2CVVWIBCH MUST .REID'WRNHNG-DO NOT ENTER -NO SWIMMING'. PLACE
B. DRIVE, ROADWAY OR PERIMETER STANDARDS MAY HAVE A SINGLE LUMMARY.
THE RELATIVE HUMDITY E(CEEDSE6%.
SIGNAGE ON FENDING AROUND RETENTION POND 27APART.
C A SINGLE FLOOD WILL BE USED ON DESIGNATED POLES TO ILLUMINATE THE FACADE.
2 THE PRESENCE OF CONCRETE SEALERS OR EFFLORESCENCE ON MEN CONCRETE MAY INTERFERE WITH ADHESION AND SHOULD BE REMOVED BY EXTENDED.
C. NO RETENTION IS ALLOWED ON PAVEMENT AREAS.
D. A STANCHION MOUNT FLOOD SHOULD BE USED IN UEU OF AWNLL PACK IF A BUILDING IS ADJACENT TO A ROADWAY.
& MOST PREVIOUSLY PANTED LINES MAY BE REPAINTED WITHOUT ADDITIONAL SURFACE PREPARATION PROVIDED THAT THE OLD PAINT ITS STILL TIGHTLY ADHERED TOTHE
2
DESIGN owsITE STORM SEWER SYSTEM MINIMUM (CONFIRM LOCAL CODE TO ASSURE ADEQUATE DESIGN).
E WALL PACKS INDICATED ON WALLS OF THE BULKING TO PROVIDE SECURITY LIGHTING AT II' C MOUNTING HEIGHT.
SURFACE. MULTIPLES LAYEROPOLD PAINT WILL EVENTUALLY PEELANDWOULD REQUIRE REMOVAL
A PROVIDE ADEQUATE CATCH BASINS FOR LOCAL CONDITIONS.
&
MOUNTING HEIGHTS:
4. NEWASPNALT SURFACES SHOULD IDEALLY BE ALLOYED TO AGE SEVERAL MONTHS PRIOR TO STRIPING. SOLVENT -BASED FAINT MAY CAUSE THE TARS TO BLEED THROUGH ON
B. COLLECT DRAINAGE NO CLOSER THAN ED FEET FROM STOREFRONT.
A PARKING AREAWAYL LUMINARIES MOUNTING HEIGHTSHALLTHAN 9i FEET.
MENASPWLLTORRECENRYSEAIEDASPH&T. APPLYATE8T6TWPE TO DETERMINE PTHE ASPHALT HAS AGED SUFFICIENTLY. P ITC NECE88MYTO PAINTA FRESH
ASPINLTSURFPCE, USE AVMTERBOINE PAINT FOLLOWING THE RECOMMENDED PROOEOURL
C ALL UNDERGROUND PIPE MATERIALSIHALLBE REINFORCEDCONCRETE OR PLASTIC WITHPROPERSS COVER.
B. DONE ROADWAY LUMINARIES MOUNTING MALLBE
BE NOT THAN 2S FEET.
&
OFF -SITE DRAINAGE SHALL BE COLLECTED AT THE PERIMETER OF PARING LOT. UNDER NO CIRCUMSTANCES SHALL OFF -SITE DRAINAGE BE PERMITTED TO
LOT.
IN MINARSHALLANDTMORE
G. MOUNTING HEIGHT S THE DISTANCE FROM LUMINARIES TO PAVED SURFACE AND INCLUDES BASE HEIGHT, POLE LENGTH, AND ARM SWEEP (IF ANY).AcurAuMmm
ENTER PARKING LOT
..
D. FLOODS WILL BE MOUNTED AT HEIGHT of 13 FEET LMU23NO THE. SAME POLE A8 THE AREA LIGHT WHERE REQUIRED.
THE APPl1CATI0N MITES 15 YLBVMIT FILM THKXOIESS FOR NEW LINES. FOR REPAINTING OF EXERTING LINE$.ATHINNER LINE FILMOF 10 MII816OFTEN
A PROVIDE DIVERSION SWRLES OR EDGE DRAINS AT URGE SLOPES.
7.
DESIGN PARAMETERS:
ADEQUATE EXCEEDNND GTME RECOMMENDED FBMTHICKIM38WLL RESULTS MUCH BLOWER DRYTIMES AND MAYRESULT IN UFIM. GRACING OR POOR ADHESION.
B. PROTECT PAVEMENT SUBGRADE FROM SURFACE WINTER INFILTRATION.
A MAINTENANCE FACTOR SMALL BE COMPUTEDAS FOLLOWS
4.
IFTRUCKWELLS USED, PROVIDEGRAVITY DISCHARGE FROM TRUCKVYELL
a LED LAMP SOURCE
SUP RESHMANTADDmvE
6.
SITE BULKING ROOF. DOWNSPOUT LEADERS & HEADERS FOR SC -YEAR STORM WITH NO HYDRAULIC SURCHARGE IF CONNECTING TO AN UNDERGROUND SYSTEM.
M. LAMP LUMEN DEPRECIAMON (LLD) 0.70 (LTD) FOR LED UNLESS OTHERWISE INDICATED BY MANUFACTURER INFORMATION,
APPROXUATELYS POUNDS PERGALLON OFOUP RESISTANTADDRNE ITS REQUIRED.-
&
THE PAVEMENT & BUILDING AREAS SHALL SURFACE DRAIN INTO RETENTION PONDS, STORM INLET STRUCTURES PART OF AN UNDERGROUND STORM SEWER
o WMWAIRE DIRT DEPRECATION (LDO) AGO.
BMW TEMP DESCRIPTION
SYSTEM, OR OTHER STORM WATER CONVEYANCE FEATURES, WITCH DIRECT STORM WATER AWAY FROM THE BUILDING AND THE PROPERTY.
d TOTAL LIGHT LOSS FACTOR (U.F)= 0.63 FOR LED UNLESS OTHERWISE INDICATED BY MANUFACTURER INFORMATION.
800086931 TM5"2 PROMAR LAW VOCVMRTE ACETONE)
7.
PARKING LOW RETENTION IN THE SITE DESIGN CALL NG LOT SURFACE MAY NOT BE USED FOR RETENTION OR OVERFS
& LUMINARIES SHALL BE PROVIDED TO MEET THE FOLLOWING PARAMETERS IN THIS ORDER OF IMPORTANCE:
SOOD45023 TM5713 PRUTAR LOWVOCYELLOW (ACETONE) -
&
SURFACE DRAINAGE SWILL NOT BE DIRECTED TOWARDS BUKDING, USE SWALEB OR PIPING TO REDIRECT ALL WATER AWAY FROM EDGE OF BUILDING.
& MINIMUM ILLUM04ANCE AT ANYPOINT OF THE PAVED SURFACE SHALL BE 1A FOOT CANDLES TAKEN AT GRADE
SDO050M "TM50B PROMAR LOW VOC RED (ACETONE)
8,
NO RETENTION PONDS ARE ALLOWED AT THE FRONT OF SITE OR AT THE FRONT FACING PORTION OF THE BUILDINGL
b. AVERAGEVMNIMUMRAIDSHOULDBELESSTHANOREQUALTOES AVG:MN=t>:1ry
- 80004541 TM 562E PROMAR LOWVOC BLACK0"TONE)
8DDOS74I 827 TM5CAUFORNWVOCYELLOW
10.
UNDERGROUND DETENTION SYSTEMS ARE ALLOWED BASED UPON LOCAL CODE &ORDINANCE REQUIREMENTS, AS WELL AS STIR CONSTRAINT& LL SHALL BE
a MAXMUIWMINMUM RATIO SHOULD BE LESS THAN OR EQUAL 7010 ('MAXMN=1Giry
8OOOOD312 T11502e CAIJWRNNVOCNMIIE
RESPONSIBLE FOR MNNTAININGANDIN8PECTINO UNDERGROUND DETENTION SYSTEMS AS REQUIRED BY LOCALJURIBDICTION.
TOACIHIEVETIE HANOKAAPPEDCOIDR BLUE. THEAODREN OF4 OUNCES OF SMERWB44VILLIAM8 l.2 BLUE COLORANT PER GALLON IS REQUIRED. HANDICAPPEDSTENC06 ARE
LANDSCAPE
AVID IRRIGATION:
AVAILABLE UPON ORDER REQUEST
1.
GENERAL: -
-
GRADING:
A. DEVELOPER'S LANDSCAPE DESIGN INCWDES SITE DESIGN AND IRRIGATION.
_
B. REQUIRED DRAWINGS AND SPECIFICATIONS FOR LANDSCAPE AND IRRIGATION WILL BE SHOWN ON LANDSCAPE CONSULTANT'S DRAWINGS.
. _
1. GENERAL
A BALANCE SOILS Or"II'EIFPOSSIBLE DETERMINE SOURCES OF DISPO&VAACQUISITIONOFSOILS. IFNECESSARY.
C. LOCAL AUTHORITY HAVING JURISDICTION BASES LANDSCAPE DESIGN ON MINIMUM REQUIREMENTS.
�
5W,!� � p2.
I -L "L
B. WILDING SHALL BE ACCESSIBLE BY GRADE LEVEL PARKING ONLY (ENTRY DOOR; 2ND ELT, RECEIVING DOOR). STEPS AND STAIRS ARE NOT PERMITTED.
D. EREUSE WATER FOR IRRIGATION WHERE AVAILABLE (GRAYVWTFR) -
OO - ZC A}
0...�P /
C LLREQUIRED TO SUBMIT ASBUN.T SURVEYANO'CERTIFICATION OF SLAB ELEVATION'
2
DSCA
LANDSCAPING
A. NO GENERAL LANDSCAPE AREAS, UNLESS REQUIRED BY CODE FAMILY DOLLARS FIRST PREFERENCE FOR LANDSCAPING S FILTER FABRIC AND STONE OR
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Engineer
WB
Drawn By
2/7/13
Date
Revisions
Project Number
487-036
C8m4
Sheet 13 of 13
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