HomeMy WebLinkAboutSUB201400101 Plan - Approved Road Plan and Comps. 2014-06-23FINAL SITE DEVELOPMENT PLAN FOR
HOLLYMEAD TOWNCENTER - BLOCK C4
A PORTION OF TM 32, PARCEL 41 L
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA
ZMA 2001 -00020
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SP13 Lighting Plan
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CURRENT DEVELOPMENT PLANNER
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INDEXTITLE
sP1
SHEET NO 1 OF 14
DATE 08/13/13
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PROJECT N0:13.0018
INDEXTITLE
sP1
SHEET NO 1 OF 14
DATE 08/13/13
fi7:
POST Wow LARD MM, GRADES W HURT It SHMIEY L Fl91FR. 1RJSIRS
Am IM BIQ
GARLDTIFSMIE. VA SAW
OM ,
POST RT " Mg. GAXIES MI HURT & MAIN L EI TRUSTEES
PO KM 8147
GARLOr1ESwLLE. VA SAM
LECJ1.g1Sd1AW.1f 116.1[ AS ICp0. %9
GENERAL
MAGMIWL. M1y4TAG LN A D�[fWf M1D1 U RIB
C�3
B%IIWM DGNP NG
ABANDONED)
}W nF ifAV9MNn BWINIW F MERNG
MAXIMUM
ME PRG DOES NOT APPEASE TO RE LOCATED) MMIN A FILM PWN. IT APPEARS TO UP IN ZCAE %
ADJUST
AS MI W FEDERAL F1RRft11CY NNIA[ T AGENCY FW1 NO 0IWmm4M DATED FEBRUARY G M
IYIS P MW IS NOT UCCAM "IN A RE4RDIN WAIF M
AT
ERWMAEY(St TM Cf MOD; ARE IMEF i -3' W NWINWEST CLRNER OF SHE - W.I
MCN
mul NAW IBM
PBX
p'6RBB- ,8118{{:_ ALSIAARIL MIN WMM AUVMW
FIG
OBTAIN S t�NCS AIBFYARI£ =I SEANCE AUTIORTY
BC
INS PRWENR IS ZM9: PD-YC
MIS
THIS PRW GY IS SAMIT M PRC45ET4 AND A ME OF ME MMMT PER NIA 200I -00020
BE
GN6S H9MNRAL C SW.. Mrs WIT /AGE (AREA USED N MOVE rtN91Y INCLUDES PAY TIE WER
G 9T AREAL)
-}$G Ml WD (PROJECTED)
BIT
At SA MRS %)MA Ii
OH
61RAEtlL�: VACANT
OK
ITS. T]YMHDOYS (N UNIfi)
HE
mumm MRLDN 36
BM
INM�BFUNF UNLy iMW MG CE 90MW M CEO TABLE R
PERF
mMIMN SGgwV_RY.
C G 916 m 78101 W (1.]94 ACRES)
BE
YFFIING ST. All MNGnM U41 ST (9051 "1
PROP
fl1BFR'YdO Bb Cry DMIUCm Aw $ (MGM ACM)
CB
All OF NP 3241L IM05 S. OUP2 MRS)
PRO
M 32-41L 256¢26 S Cosa ACRES)
M12
TEND Y MW mE -0Elfl MT (S) 8 POST- EEHiGNENT (Sr)
%
LOTS 0 a 50.067 ST
AM
R/W EEWCAnm a o Cam HE
Rp
GG SPACE A 0 0 NNM S
RE
OEM SPACE S a D SIAM F
19
Ww SPACE C 0 D I'M BE
1.3
CPEX SPACED o 0 1.7145
2A
FRIVATE RWD 0 a FORS SF
Is.4
VACANT LW) Now SR (LASS AGE5) IW 0 M
0
M RAL sum 3. (IRA ACAS) IBS KM S. (1.929 ACEM
100A
MIN SPACE TM m
BIT
NEf8 s Ede' a5 Efi l S.Pf m
C/C
LWM Wu A 1.513 M EAS aT 6$E A 6a.a
R/W
CPd SPACE B YO d 261 of EDAM m MG
MG
METAL SAGE G -- 1.094 AT I.W d to
R &D
UEM SPACE 0 -- 1,714 N I.T4 M Ion
DMA
MTAL TALI N 1110M of MANY of 973
RAN
uPMMWS ARM
a
RGNS/PA G REM 27.64 S
SO
MON= MUST 6.626 S
BEY
PRmC6F➢ womm 2fy4M S
M
VITAL WPMMMS AgEA 6405 4
ES
PANG TAM ATM FOR Tlwxnc
9 ND PMl 2IDA W PER UMT PLUS Pal MR 4 1 T Fm MEET PARKING
STAY
AN TIYWHMSES X 2 VA S+ A TIX MH x C SPACE/411X1) _
EW
By PWW WALES REWIRD
SW
MTO MMI PARING FOR TMMHWS
a
27 UNITS %26A I SPACE =56
SM
2W x I GARAGE SPACE - 2
EAST
MWITSY1PMMGMA -N
SML
PARING WAIS IWONMO -W
NN
PARBAS WALES Mp FOR RE PNM CF
MA
PARKING PMMOG CAILLUNLNS - ]p
MRS
5 PARKING SPA03 OF Tff 2 BAY W9AII SPACES AS
MR
My MEMO MINTED ltltlAWS WtlM11Y pA G ALL
310
DIMMm MOH A10F
/la aA C r
TO
PPG
THEN MOND
REMUTM AREA TMI ARMS
REMEAIIW ARE REWIND: 226 S / UNIT -> ZM v 2A UNITS US 4
TOP OF SLOPE
RENU0 APE WNW: 6.50 ON
IRON SET
OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION.
TYPICAL
ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED
LANDSCAPE AREA
ACSA GENERAL WATER& SIMPER CONDITIONS
L I AWL BE M&ECT ns Nff CM BY YBMAMOR CC r BETiNM WVMIIV Chbood mWECr ME
=WCtt WLL RE R MM FOR IbnfMNG ME GONR ACSA OfT1a AT ME START OF THE Al
2. ME barefl w Lf mSMAS UIMES AGM ME UN ST ME PPDVMD YGN My NOT NE6E6ALLY SM
M ME PEAKS AND WI MOW AN DAILY APWMYAMY CORMOL. ME WA'TRACnK All ON HIS GNI
NIMTIE, LOCALE ALL UNW ND 006 AM BIWCIU.FS. AS NEC ..
a ALL UTF My CW51RUCnm SHI MKY KIM ME MGMT MM OF ME MMk WATER MID
SLYER MX311NCnm WEaHCAnGVS. AS AIXPIf° BY ME ACS&
4. NOW FOR ML EIFVAnWS MM IN NATWAL SWEDC MM Y,
• ME ORMM SINE N A W9GLE FOR NOTMMG MISS MUTY (I- M-W yon l)
• ALL WATER AND y MES AWL VAS£ A MINIMUM W MRFE (3) FEET W COMR MEASURED IRON ME TOO
Oi W. MR WE CEN W OF Pitt. MIS XbAaIES ALL NS HYDRANT UNE% BEXNCE UMMS AND
MA ONES. ER
7. ALL WATR Alm FLYER APNRTENMM ARE" BE LOCATED MT9M G RMOSLE DOGES
& VALME5 M EK D UNIX MNL BE XLAYO M RONDE ADEQUATE RESIRAMT FOR TE VALVE DURING A
MNRE E RM LV ME ME.
9 TREES ARE NOT PENUTIEIf IN ME MAX FA MT.
10. ME MINIMUM GALL BE IR. SM TO COMPLY NM ME ND -LEAD REMUnM ETRCME JAMUMN 4,
2N2
1. Pnv to any amAmRlm Ohio any apting powers right- way. MITI aamedlm to
any Wrinng mad. a reran ahal be chomM frown the VirgiTk Dour t of
Trvn lm MOT). lhla pier m dram may alt amurWar Mud he oaubwak W
Me prod whom any dlmponck aver Me Mu rmmita of Me pmmlt 0,11 gpgn.
Z At amcmn ma amehnmor mM s mall mnrmm To command MMMEfine and
ea Mona, of DDT unless small nmad
I E ton am mimbn am" mnmme mat W paAdM in wwwl mu Me approved
wl plan and Out be Ml Paw to any doeseral gm ind or other
="ctwn.
4. ul dome and dleWme! arms are to be fMlfie MOM snow MOM.
S Re aelmum mlaNOde dope To 11 (Aar¢onttl.M¢m) own mm y oddreple.
leewr sage of kl or bMU am to be oAb
6. Pared, Mal or ea UMTM mud FAR dNM may be "M M&I In Me apinbn of to
Cwnty Enginew. or aeignw. N to MernM necemry To MANY to stal a arnmag r
dmnd.
T Al Imflk ern" Woe hall amtwm 1NU to ardia Mmml My Unlfam Toll
Cmea Deaw
A. Unless aumltt noted ml compro a roes shall be wmarM ememlW pipe Tads ul.
9. NI mawlbn five undwgrand pipe inotAlMlon mud comply MN OSHA Standards for
Re CwAMw On LJ y (29 CFR PAT 1926).
IB NI rMlnln9 ANN are subject M moawle permX apyowl.
MEE& f(NSIPoICnCN NOTES Bat SGIEM:
1. MM to any cmnbuclM ARM any Agent °uxiu 9ght-m -M% Including connection to
imnwaadan ((wadi) Rls pang as an mar MAT the wards! mind Met of a
m Me parmn Inhere any dlwromAe amur Ne r ulmmle M Re pp lllt hall
Arms.
R Camwmm In;e of M proposed made NMm Re deMgmnt AM M made by Lee
Countµ The conlrocW must sets Me OgmrMnt M fifi ng (NO- 5651) 48 hers
N adwnm of the short of cwa d[m.
I AI maMab and cmawdim mMW Wll Mafmm to wnmt sseAlkal and
dman* m COT. At owul her undampowd up Md gatM mud awnxy With
MA Stoadw& by Re CmsWClim Industry (39 OFF? Part 19]6).
A Erman and All swots mw m Mall ke pwMed in mMMAmce with Me oKp
sagas mntrd plan am mud be formed Prix a any bell gmdng m star
5. Potrul
osh amwbtim W fine grant and m ua M AN the ter W wbamds the onWnar
S. xl aye am dlmuMd crew are to M Bal¢N, exiled and mulches to wall
diddle does b zl (hwlemta:mrcd). Rhine rmemably aMammle. Lena Asps m
9:1 At Ml we a m local
Z. Sche drainage mtl pipe dlmhorgc must be rMalned within Me puff rlgllT M
MUM aMmnb par l9 ca ial by COT. All damage outfall wwlwds cm to be
eMwdM to o bmsdary line or a namd wolMsmma The msWear fill Rod sway Me
ImgR M d dirm dwmage plus.
& Val member ore arpmdmMe 6rct Nngth. IMOWn and mpwMe ad
PdAmlc WI be field dgmmhO at tc Gme of cmmmmen. Ad111bmtl o,mrdl may
M required at mmums not Mass Am, F Re don m OCT, Me Charter m
Fng ^Hang. M Me Practical down It Is downed newer% Man Mall be
mArM, x Must be mmoam far (4) feel oMd from be cage of po' alt to Me am of
9. Nixre Utah come AMONG am 1malMd, AN mldmUm &l ay mbanwe atoll amfam
to MGT Cfikfl or C)
1a'Mera coral won a Ws are mstmind al reYMntkl Aamwy mwmm Nag mfmm
to won AmdmA PE -1.
11. Paey rip-rap or so llmtiw mot Pal mss may be Pa lred to Geri 0 damage
dwnd An, A the REM m COT, to Moll of Er4n 4 or Me Mal
deel]na, it Is a M Hammy.
12. A mnimmm der own of Has (10) Meth hen CAN few of vaimml men n be maaaink
a or
. The wee awe
Of
M a be pa dtSunt E be the Moll Ned.y COT poor m ¢mivlca 126
appowl IN abject to find mum son pM wnaMkn. SAwia Me find pM
si16Wim proxy Is syning and rxwdmbn, than ¢pad m them has Phil
17.. Use DOT stmdmtl ® -I or Sol undadmFa under the whom mMa l at an mt and
All versifiers am Mdo mg PRE.
18 A able, mmm ibowdi a Is whom Tar all Awed awm am wIMM Mot ore dammed
Nac Me a MOT namUmn and am to be a ter The Mall maintenance
program and amaMlp The uNw inpl moll be conducted in omwdaem alt
Mrs mono Moll bg tk pr ca m and WM a CRT wd/M Domte lrgeAM
pre Mt In aMilbn, R High-tension porn (HEPE) do, N pqn Nelson u mMUM.
Me mt or Una a entaxw hall to pipe manufacturer ahaold std a prwwdm w
ms g W Imalmb wSMg
GENERALCONSTRPCTION NOTES FOR EROSION KNOT SETHERIENI' CON fll PLANS
1. Re plan a rang wtarlly m be nWM] we wY prix m Me prrmnnbudim
wsfa c% we wdt pdM to N6 mmmmamml of And alsluromg MOODY, aad me Meg
Tom to the Mot NVa m.
z. AB mmkn snow mtlimmt MOT mmml 161 M r Omc{ and marks amoMng to
minlmum dome & and epair miw of Me Mrgiio Emim mm 5c t Contra
HanN aM Vogmio Rryulal M 62502 -DO Erwim and Smmmt Cm4d
Mall
3. NI encycon and mmmml word Madre¢ xe to be pL arm to M as Me firs: Shia in
tlmn'ng.
A A copy m to opprmm] sands antl Sedmmt whd plan hot be malnkNM an the into at
at Nmn.
S Prior To cmmmdN And dwirml mWUes m arm OW Man IM[domd an tae plans
g M'dingg' abut not Found too,, o We browna valves al Me connector had COAL o
waterfowl wlmn WITAND by the Sun
A. Mme membmtm rrm e M RMalulbn of my pal eweur cm4tl mama
ma To peat delve antl wdmsatlm a d'lmnnk by to plan apprming
MtAMIy.
7. All bwWrbeb arm Me to mass to approver eomml amwl meads at A iwe during
kind dNWrtmg ocliNhe and mmrg Age bMrgmmi until Mg dowlim M is a&il
IF Wm9 melo{amg Mmillm%w1M AT be pumped IMO an appMrd Among hNu
9. The melmdm Mall Want of m'ar ambd merman p ro%cnlly antl ter emh Owed pmul
roman Award, My nevemmy rears a woman to mantas Me efl dswT of
11. All wonM mMMlae tot be tat a m oppwvet =Me was Eat MI mat N Inal
mobdae rely, free M mola, eWmp; wmf, Mall and oM dome.
12 Reamw M wab are, arc to be Odamm will 7 dap ad mmBMtm par Zmmg
Orel wdw 5.1.26.
VC At mat mWeewle mat be banapM M in ampronm with Jana 13-311 of Me Code a
Albemad&
14, Burnsvp TI or w,a Pal loca g Tduseml fps power aupmmt mall be Imb d a
p M1wy m T.0.m To 9Wpn
15 Bm . T2 or whom WAY mall be wducka in a rote Tender Mot mama m Gam
Mall M Undo to mnm a any humid to Panama phpW Wmage to mpmt land am
Mpmvenuct& and damage to any public All Mmum of Al Anciel M metal
M. Re Om mer mall meow the dart To and. moba'ry Mew m Pal On pamomt
aamllwra man � of RAMP,
M mM sh my slot. RE NO uemmmn w� memmiryeiM a
17, impe San
q whet atim Nall be tan U swing and mulching 5 gg k to be at 7 1
Iba /are, and in be mass of W9 u to FstMw to amid a MISS me of Awncl
ANIMPA M Rode Ilmnaw sAm be amid at Obc/lW S f Inmrmmaa Into to Ion Ai
mAe of Mg. Fateua mat be MplAk m 10036c/ecre and =ht a o 10-20-lD wwwt
b. PaTmmeent a W mall be dried at MNbs/wre and coma of HIS Karl 31 AT
Tall Feu. and °- 5Z Paenid RM or Kentucky Blugme. Show mukb is A M
applied at Wjl/ .. AlNw mlav are wbkm W nryaM by Me County minim mmrm
19. Mmnlmmrz AU mavens me to M Hp w MAY and snow mm Fit 1. My damage
by Fagging a Wovall Mm,m be b be May hospital Sit w1a are to be saner
Am RIM of be net smoke mume 4 Mk MAN Mall MI Beetled Mae are a be
rexeded Am mace to whom a goof Bond AT grew it Imre antl aiK open
Aim Me caudem seromad to PAL Dick begM must M warned am Tall
Immdmwy.
M NI temporary enamor and mdlment wtM meomwa ore a be a Who 3O data of
fiml Me eabnlmim. MAY mmmm ere no Rnpen nmaey db ecl to ggmwl by the
Cwnty dpmn sons d Moll
21. This Mon Val be Am 9 owe oar data not aban o permit within I year a Me Unk of
,pound
M Prommen\ gho eaEw Ad be hall All tlm,M Arms within nine (9) mats oxw
as sate to land dleamng whorty canma m (Water Pmtmtm GMMarse eminn 17 -2078)
LT LEFT
ITTILITY
ANY AIR RELEASE VALVE
BOA BLOW OFF ASSEMBLY
M CLEANWT
CHIP? CASE M EN190N
01 DROP INTEL
DIP DUCTIE IRON PIPE
MUM EIEGTRiC
M ERE HYDRANT
Ed FORCE MAIN
MW FRAME AND COVER
FARE) FRAME AND GRATE
CT GREASE TRAP
Gv PETE VALVE
HOPE NIGH DENSITY POLYETHYLENE
INV INVERT
MIT MANHOE
PER POTOI CHLORIDE
RIM RIM ELEVATION
SAN SANITARY
SM SIRMWATER CONVEYANCE CHANNEL
SD STORM
SIR DRANAGE STROCNRE
TER TAPPING SLEEVE & VALVE
UP Ifil PRE
WE WATER ONE
0 WATER METER
WJ WATER VALVE
6'V 6' VALVE
EXIST PROP
Mammal
GENERAL
I
C�3
ARAN
ABANDONED)
MAX
MAXIMUM
ADJ
ADJUST
MIN
MINIMUM
AT
AHEAD
MCN
MONUMENT CONCRETE
PBX
APPROXIMATE
FIG
NOT IN CONTRACT
BC
BACK OF CURB
MIS
NOT TO SCALE
BE
BASEMENT FLOOR ELEVATION
OC
ON CENTER
BIT
MIUMINOUS
OH
OVERHEAD
OK
BACK
HE
POLIETHYLENE
BM
BENCHMARK
PERF
PERFORATED
BE
BOTLOM OF SLOPE
PROP
PROPOSED
CB
CATCH BASIN
PRO
PROVIDED
M12
ACCESSIBLE CURB RAMP
PRE
PAVED WATER WAY
CE
CENTER LINE
RCP
SENTENCED CONCRETE PIPE
CL
CHAIN LINK
REM
REMOVE
CAN
CORRUGATED METAL PIPE
REM
RMUIRED
CONC
CONCRETE
GET
RETAIN
CY
CUBIC YARDS
BIT
RIGHT
C/C
CENTER TO CENTER
R/W
RIGHT M WAY
MG
CURB AND CUTTER
R &D
REMOVE AND DISPOSE
DMA
DIAMETER
RAN
REMOVE & RESET
a
ELEVATION
SO
SENT DISTANCE
BEY
ELEVATION
M
SQUARE
ES
END SECTION
STAY
STATION
EW
END WALL
SW
GCEWAIR
a
EXISTING
SM
SOLID MIRE EDGE LINE
EAST
FASTING
SML
SOLO WITE LANE LINE
NN
FOUNDATION
MA
TO BE ABANDONED
MRS
ONISHED ETDOR ELEVATOR
MR
TO GR REMOVED
310
GRADE TO ORAN
TO
TOP OF CURB
THEN MOND
TO
TOP OF SLOPE
IS
IRON SET
RP
TYPICAL
1A
LANDSCAPE AREA
UG
UNDERGROUND
LW
LIMIT OF DISTURBANCE
VESCHVA.
BASS CGNRN. HANDEOWK
LF
MEAR FEET
)MRS
YARDS
LT LEFT
ITTILITY
ANY AIR RELEASE VALVE
BOA BLOW OFF ASSEMBLY
M CLEANWT
CHIP? CASE M EN190N
01 DROP INTEL
DIP DUCTIE IRON PIPE
MUM EIEGTRiC
M ERE HYDRANT
Ed FORCE MAIN
MW FRAME AND COVER
FARE) FRAME AND GRATE
CT GREASE TRAP
Gv PETE VALVE
HOPE NIGH DENSITY POLYETHYLENE
INV INVERT
MIT MANHOE
PER POTOI CHLORIDE
RIM RIM ELEVATION
SAN SANITARY
SM SIRMWATER CONVEYANCE CHANNEL
SD STORM
SIR DRANAGE STROCNRE
TER TAPPING SLEEVE & VALVE
UP Ifil PRE
WE WATER ONE
0 WATER METER
WJ WATER VALVE
6'V 6' VALVE
EXIST PROP
Mammal
L ME WNIRACIW I$ AMdD TO OMAN ANY /AL PUMA ARTHRED FOR MISIRIICTW W Pal MUMS
2 ANY THE MWx A NREFlAIN Oft W XINM AN MMOE Mtm ME=MAC28 IS TO Moll ME HE OF SAD EA MT0TG
ME NATURE OF pnGcS' Bp MG ro FOLAW MY MWIETMS G SMYM65 MW ARE A ATm WITH m REFEST AN RIM WMMB
3. ME WOMCTM e5 TO CHECK RAT Ill G.4L¢ IFTRR3 a M IMM, EIS, M RECg MP RNM MAY TO ME SrAVT OF MY
CGS om,
A MR m TO' IVY ACT ATE PV16 MD RM Aw MANS VTR IXWYS ATM U WIMCR LYISIS MTA pM FM
SAX AC AHOJAM DXECIyM MM ATM M INO Eft WNMMW SRI8 GORE AT ball OM MM,
DS To l N MAT ME N TM OF ALL GAIL UUTER IN CARTICT'MIR PT9G40 W@I( HAS MEN WIPIETn MOUR NC
CITY PU6
6 WDAACIIN MNLL KYPLY MM TMNNC AND THE PA4INARM AAA¢ REQUIRE) By AI0WF9E Cm CONE
R WIIAAGIpS 90lLL NOT NEY 41IlY M pECMWK W MS OF PJRS MEC1FlGnAq AND DATA MRS MAT ARE MANM MM ME
W M% BUT MIALL NOFY LOG OF MOM MOM IN AID7 MU MM ME PAPER 0.VIF3 OF ME PVRS M0 S4 dMS MAT
AN 9PPJER AS WART OF ME WIRACT °OCIM m
B IXXT RM SNNLL CMPLY AM NL YFILA D R IT REgMeY0.'M IF A P IT MOM
s WNRKTM MAW S RSP M FIX All NL 4E (M E6 ME MMUND G WARS) IMWIXG BUT NO MAX]) TO, ALL OE MS
STWM MWACE. SI TRAFFIC MANS d PALES, EEG AS RE . ML KID MALL BE N MC MM MM MNMINC 267 MBB
AMMFRMR ANDi PX MSM SCOHGTWS AM9 BE APPR%EO M MIX ALL L SMALL %GK WIX HAKE 0..
10 mnRKWR MMl Mw S man RuXDF DMG CALSMUCIMM 10 PRETEXT AOVaH IMPACTS N OFF ST &S A$ AND MAUL BE
APCR MR3NRA INC MA IF MY, AT No COT TO MI
DESCRIPTION
PROPERTY ME
ADJACENT PROPERTY ONE
VACATED PROPERTY ONE
EASEMENT
BURDING SETBACK
BUIW TO ONE
ZONING LINE
LIMIT OF DSIRBANCE
PLOOMPINN LIMIT
BUFFER ZONE
RNA - LESWRCE MANAGEMENT AREA
RPA - RESOURCE PROTECTION AREA
EDGE OF GRAVEL
EDGE OF PAVEMENT
STANDARD 6' ORB
STANDARD 4' CURB
COMBINAnON B' CURB &COTTER
COMBINATION 4 CURB & CUTTER
PRE LANE SIPopING
BUILMNG ENTRANCE
LOADING DOCK
BOLLARD
DOMPSTER PAD
SIGN
STEEL GUARDRAIL
WOOD GUARDRAIL
PATH
TREE ONE
FENCE
STONE WI
RETANING WALL
STREAM / POND / WATER MIRE
DEIF EM BONN
OFF FENCE
BIIILN
PARKING COUNT
COOPER"
ACCESSIBLE CURB RAMP
HANDICAP PARKING
VAN- ACLFSSME HANDICAP PARKING
CONCRETE PAWMEM / SIDEWALK
RIPRAP
NEW ASPHALT
GRASS
El BLANKET MATTING
EC -3 TYPE A
EC-3 TYPE B
OPERAND
EXIST
PROP
I
C�3
"h
RITA
L ME WNIRACIW I$ AMdD TO OMAN ANY /AL PUMA ARTHRED FOR MISIRIICTW W Pal MUMS
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ME NATURE OF pnGcS' Bp MG ro FOLAW MY MWIETMS G SMYM65 MW ARE A ATm WITH m REFEST AN RIM WMMB
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DS To l N MAT ME N TM OF ALL GAIL UUTER IN CARTICT'MIR PT9G40 W@I( HAS MEN WIPIETn MOUR NC
CITY PU6
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AN 9PPJER AS WART OF ME WIRACT °OCIM m
B IXXT RM SNNLL CMPLY AM NL YFILA D R IT REgMeY0.'M IF A P IT MOM
s WNRKTM MAW S RSP M FIX All NL 4E (M E6 ME MMUND G WARS) IMWIXG BUT NO MAX]) TO, ALL OE MS
STWM MWACE. SI TRAFFIC MANS d PALES, EEG AS RE . ML KID MALL BE N MC MM MM MNMINC 267 MBB
AMMFRMR ANDi PX MSM SCOHGTWS AM9 BE APPR%EO M MIX ALL L SMALL %GK WIX HAKE 0..
10 mnRKWR MMl Mw S man RuXDF DMG CALSMUCIMM 10 PRETEXT AOVaH IMPACTS N OFF ST &S A$ AND MAUL BE
APCR MR3NRA INC MA IF MY, AT No COT TO MI
DESCRIPTION
PROPERTY ME
ADJACENT PROPERTY ONE
VACATED PROPERTY ONE
EASEMENT
BURDING SETBACK
BUIW TO ONE
ZONING LINE
LIMIT OF DSIRBANCE
PLOOMPINN LIMIT
BUFFER ZONE
RNA - LESWRCE MANAGEMENT AREA
RPA - RESOURCE PROTECTION AREA
EDGE OF GRAVEL
EDGE OF PAVEMENT
STANDARD 6' ORB
STANDARD 4' CURB
COMBINAnON B' CURB &COTTER
COMBINATION 4 CURB & CUTTER
PRE LANE SIPopING
BUILMNG ENTRANCE
LOADING DOCK
BOLLARD
DOMPSTER PAD
SIGN
STEEL GUARDRAIL
WOOD GUARDRAIL
PATH
TREE ONE
FENCE
STONE WI
RETANING WALL
STREAM / POND / WATER MIRE
DEIF EM BONN
OFF FENCE
BIIILN
PARKING COUNT
COOPER"
ACCESSIBLE CURB RAMP
HANDICAP PARKING
VAN- ACLFSSME HANDICAP PARKING
CONCRETE PAWMEM / SIDEWALK
RIPRAP
NEW ASPHALT
GRASS
El BLANKET MATTING
EC -3 TYPE A
EC-3 TYPE B
OPERAND
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ME NATURE OF pnGcS' Bp MG ro FOLAW MY MWIETMS G SMYM65 MW ARE A ATm WITH m REFEST AN RIM WMMB
3. ME WOMCTM e5 TO CHECK RAT Ill G.4L¢ IFTRR3 a M IMM, EIS, M RECg MP RNM MAY TO ME SrAVT OF MY
CGS om,
A MR m TO' IVY ACT ATE PV16 MD RM Aw MANS VTR IXWYS ATM U WIMCR LYISIS MTA pM FM
SAX AC AHOJAM DXECIyM MM ATM M INO Eft WNMMW SRI8 GORE AT ball OM MM,
DS To l N MAT ME N TM OF ALL GAIL UUTER IN CARTICT'MIR PT9G40 W@I( HAS MEN WIPIETn MOUR NC
CITY PU6
6 WDAACIIN MNLL KYPLY MM TMNNC AND THE PA4INARM AAA¢ REQUIRE) By AI0WF9E Cm CONE
R WIIAAGIpS 90lLL NOT NEY 41IlY M pECMWK W MS OF PJRS MEC1FlGnAq AND DATA MRS MAT ARE MANM MM ME
W M% BUT MIALL NOFY LOG OF MOM MOM IN AID7 MU MM ME PAPER 0.VIF3 OF ME PVRS M0 S4 dMS MAT
AN 9PPJER AS WART OF ME WIRACT °OCIM m
B IXXT RM SNNLL CMPLY AM NL YFILA D R IT REgMeY0.'M IF A P IT MOM
s WNRKTM MAW S RSP M FIX All NL 4E (M E6 ME MMUND G WARS) IMWIXG BUT NO MAX]) TO, ALL OE MS
STWM MWACE. SI TRAFFIC MANS d PALES, EEG AS RE . ML KID MALL BE N MC MM MM MNMINC 267 MBB
AMMFRMR ANDi PX MSM SCOHGTWS AM9 BE APPR%EO M MIX ALL L SMALL %GK WIX HAKE 0..
10 mnRKWR MMl Mw S man RuXDF DMG CALSMUCIMM 10 PRETEXT AOVaH IMPACTS N OFF ST &S A$ AND MAUL BE
APCR MR3NRA INC MA IF MY, AT No COT TO MI
DESCRIPTION
PROPERTY ME
ADJACENT PROPERTY ONE
VACATED PROPERTY ONE
EASEMENT
BURDING SETBACK
BUIW TO ONE
ZONING LINE
LIMIT OF DSIRBANCE
PLOOMPINN LIMIT
BUFFER ZONE
RNA - LESWRCE MANAGEMENT AREA
RPA - RESOURCE PROTECTION AREA
EDGE OF GRAVEL
EDGE OF PAVEMENT
STANDARD 6' ORB
STANDARD 4' CURB
COMBINAnON B' CURB &COTTER
COMBINATION 4 CURB & CUTTER
PRE LANE SIPopING
BUILMNG ENTRANCE
LOADING DOCK
BOLLARD
DOMPSTER PAD
SIGN
STEEL GUARDRAIL
WOOD GUARDRAIL
PATH
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FENCE
STONE WI
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STREAM / POND / WATER MIRE
DEIF EM BONN
OFF FENCE
BIIILN
PARKING COUNT
COOPER"
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HANDICAP PARKING
VAN- ACLFSSME HANDICAP PARKING
CONCRETE PAWMEM / SIDEWALK
RIPRAP
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GRASS
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ME NATURE OF pnGcS' Bp MG ro FOLAW MY MWIETMS G SMYM65 MW ARE A ATm WITH m REFEST AN RIM WMMB
3. ME WOMCTM e5 TO CHECK RAT Ill G.4L¢ IFTRR3 a M IMM, EIS, M RECg MP RNM MAY TO ME SrAVT OF MY
CGS om,
A MR m TO' IVY ACT ATE PV16 MD RM Aw MANS VTR IXWYS ATM U WIMCR LYISIS MTA pM FM
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CITY PU6
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10 mnRKWR MMl Mw S man RuXDF DMG CALSMUCIMM 10 PRETEXT AOVaH IMPACTS N OFF ST &S A$ AND MAUL BE
APCR MR3NRA INC MA IF MY, AT No COT TO MI
DESCRIPTION
PROPERTY ME
ADJACENT PROPERTY ONE
VACATED PROPERTY ONE
EASEMENT
BURDING SETBACK
BUIW TO ONE
ZONING LINE
LIMIT OF DSIRBANCE
PLOOMPINN LIMIT
BUFFER ZONE
RNA - LESWRCE MANAGEMENT AREA
RPA - RESOURCE PROTECTION AREA
EDGE OF GRAVEL
EDGE OF PAVEMENT
STANDARD 6' ORB
STANDARD 4' CURB
COMBINAnON B' CURB &COTTER
COMBINATION 4 CURB & CUTTER
PRE LANE SIPopING
BUILMNG ENTRANCE
LOADING DOCK
BOLLARD
DOMPSTER PAD
SIGN
STEEL GUARDRAIL
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PATH
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STREAM / POND / WATER MIRE
DEIF EM BONN
OFF FENCE
BIIILN
PARKING COUNT
COOPER"
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HANDICAP PARKING
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CONCRETE PAWMEM / SIDEWALK
RIPRAP
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GRASS
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TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
FLOW ME ELEVATION
EDGE BE PAVEMENT ELEVATION
SPOT EEVAMON
TOP OF WALL ELEVATOR
BOTTOM OP WALL ELEVATOR
LEST PIT LOCANCM/BORING LOCADM
BENCHMARK
IRON FOUND
UNDERD"IIN
DRAINAGE UNE
ROOF DRAIN
SEVER ONE
TRFNCH MAN
WATER LINE
PRE PROTECTION ONE
WATER SERVICE LINE
Us ONE
OVERHEAD ELECTRIC CORE
UNDERCRWIND SPECIES
OVERHEAD TELEPHONE ONE
UNDERGROUND TELEPHONE ONE
CABLE TV
DRAIN INTEL
DRAIN MANHOLE
PLUG OR SIB
FTARED END SECTION
HEADWALL
SEWER MANHOLE
SE CLEANOUT
WATER VALVE & BOX
WE HYDRANT ASSEMBLY
WATER METER
WATER WELL
GAS VALUE
GAS METER
FLECTRIC MANHOLE
ELECTRIC METER
UMT POI£
TELEPHONE MANHOLE
TRANSFORMER PAD
UTUTY ME .'
GUY POLE
` IT . asaw,mmow MAICHUNE
NOTES:
1. THE SIZE OF THE SYM D S MAY VARY FROM THOSE WOM,
2. ALL ABBREVIATIONS AND SYMBOLS 9 MM MAY NOT BE USED
11. THE PxOECi MM YKS RAN M A&E RE IMO AND FALLS MIXN ME OMA Seri MU UM NT (My PAN MI
KYSIRUCNG MAN (AT) XIK As N INS'IFND 8T ME NBOnA DpA9 BT aF CMMMIN AND MINIMUM CON) L41Eg ME
.UWSICBM aFMEWA. RIM MMEUMTGFWSIBUM,Mtl AM MA MUAWX XWINWWMM DoN AND
PRPME A VMWAn PRLNHIhox PLOP IN AGES9MW MM ME gP gy YM&
12 WXMACIOt gWL Mall WM ALL OMY CRI PAXIES FM Ixn4 TM REMIMIMTCi MG ID RGTMMS.
11 ftlI1MCTp AWL RE RE SB1i FIX 9RY MW MX AN S, LWSmUC A IM MALL BE M AW]PO.W6 MM MHA
STMW DS MK LOCAL RE lI M
^14. WINAGKRE DM ,a YEWa111M ARMS 1x.mDWNItE AW IPPU p FFOERAt STATE MY LOCAL Wfl LAMAN MINIM MRS
5iAN1ES
16 ENMD11A SM gfIMC4MMS ARM RMIIXWi °M[ CWTMC�ICMR MALL'C�IW AM PRE M 9tl.S Ni NU IMAN ME fifil R3 TAn1FS
GENERAL CON6BROCTION NOTES FOR STOR 'AfER MANAGLEMEN'fPLANS:
I A dame end areWded fill to be wtNn 95% of moxmum Ny owsity and 2 % of optimum
momfure wtwt AI fill materiel to be opposed by o geoteetnicel arsoneser. A
gate be l enginew is to bore preamt Wring ceratmdim of dome.
2. Pipe and rte plots are to be xatertigM 'Mibm stamlwtd managwot fagNbm.
3. For tempaury wedunenl taps or bums Which are to be anmatl to permonmt eonwtM
mugsmmt WNW cmw m is not to take plot until to site is slebiized and
pemliANDY has been ebloineal firm the County down cmET nyectar.
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No.38028
SHEET NO: 4 OF 14
DATE: 00/13/13
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INDa TITS:
pd 19
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SHEET NO: 8 OF 1¢
L
DATE: 08/13/13
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Key
Quan9ry Botanical Name
Common Name
6ze I Cal.
Canopy
mal
Canopy
Remarks
CANOPY TREES
—Blaze
AF 14 A fra "Ja^ersretl
Hulumn Meple
21/2'
402
6 ffi6
QP 21 O pal tAs
Pin Oak
21/2'
410
0740
O 2 O pM1 II s
W low Oak
21 2'
370
1 744
ORNAMENTAL TREES
CK 22 �Mus knousa 'Heert Thmb H R Th rob Kwsa Dogwood S/ 128 2,010
_
SHH 95
X12 Ilx Ib SM1am mok SM1amrocrt'InkCe Holl
IGS ga a Y
10"2 RA
FIB �_�_
_.
Ca Grand Tom] I
PY
�688
n I
<) \ `. \ \ \
MOE
_ ALL SITE P19NTINCE
OF TREES AN➢ SFIItUB9 \ \ \
REAC9. AND BE /YAWTAQIED At MATURE }�[(1:HT; THE�'�O MQP\\TgEE� Y \ \ \ r \ C C u
NAL
r
1 -- 6 PROBIBITIDI SHRUBS AND H S BE PRUNED XAND v _ C C
2" SM 95A
Til
KTL
CONTAC
SLASSARADIF 6" VDOT
959 COMPACTED 21A
3
LIGHT
DUTY
PAVEMENT
SECTION
ITSp�
NOT To
KATE
0
rFeNI FTUUIYOaD CIRCLE PR[f
SP8 � ORA, SCALE P-30
VRRT. SCALP: 1 " =10'
HEAVY DUTY PAVEMENT
4 'TYPICAL ROAD SECTION - KINDLING LANE
SPB NOT To scA1E
Variable Width Private
sire t a utNy Easement*
2 0' Curb To Rhbor. Gutter
1.5" SO 915A 25 IM HIRA _
/` Rlbmo cutter **
CC -6* 2% / � 1' Dlet p 3500 PSI Concrete
` F15 zaw...�V'.'^1'ttr fr: Q,o a sine
c0MPACT -D�
SUBLEASE S' VD0
959 COMPACTED 21A
* Sae Dian for Private
Street & Utility Easemend
See plan for road c
slo-c direction aid curb
location_
HEAVY DUTY PAVEMENT
5 TYPICAL ROAD SECTION — FIREWOOD CIRCLE
SPA NOT TO SCALE
IM%
20 5' Prvcte Street
& Eti'ty Easement
0
20 curb To
Nowline
JO
I
1
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251N 19pA
in
620 -
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/
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- C
CAL CURVES _
_ f
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/
CONTACTED.
�S
%UaeRADE
VDOT
951'4
COMPACTED
21A
HEAVY DUTY PAVEMENT
4 'TYPICAL ROAD SECTION - KINDLING LANE
SPB NOT To scA1E
Variable Width Private
sire t a utNy Easement*
2 0' Curb To Rhbor. Gutter
1.5" SO 915A 25 IM HIRA _
/` Rlbmo cutter **
CC -6* 2% / � 1' Dlet p 3500 PSI Concrete
` F15 zaw...�V'.'^1'ttr fr: Q,o a sine
c0MPACT -D�
SUBLEASE S' VD0
959 COMPACTED 21A
* Sae Dian for Private
Street & Utility Easemend
See plan for road c
slo-c direction aid curb
location_
HEAVY DUTY PAVEMENT
5 TYPICAL ROAD SECTION — FIREWOOD CIRCLE
SPA NOT TO SCALE
IM%
VERTGL CURVE XW EAi CURVE 12 STA 11 -ra VERTICAL CURVE 4"5 - � � 3
WFSTA 10+7400 LEE - 59834 WI p 1185625 9�
615 - WFFA- ypF15Lp 2&p0' S TAT fi15 W ra
LE C - LEN HCN K 5�6 IEN °1PPP
610 S LEN ipp0 = g 92P- -239 b'r 15D� =5445B - $
_ 610
On
600 4JOQW -: -: 600
_ - - - IREVHIW -OR INTIC °z ^' °1 -e
_ ____ _ _ B.. -
REV_A1W CIRCI£iNl% - -_ - STq =11N1.. -2&
595 EIEV 5928p W.5Z Al O d'
en
590 PROPPSI >C4 Pt - �- 590
585 _ -
J - a z
580 - - _ a II l — 5e0
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570 w ww -
s7o F-i Qi Rai
0 U �
565 ,- - 565 W m CD
(9!'Ir'% M N (9 be CD w '� O Q F
Ch `m ED SEE At CD
PP HE HL
9 +50 10 +00 10- 5K 11 +00 11 +50 12 +00 w
W Q
O
r2�"I KINDLING LANE PHOP1 L_G
SP8 hIORIZ. SCALE'. t " =E0'
VINK SCALE._ 1 " -t0' w
Gy I-4 N
DOM. PROJECT Ni
INDEXTITLE:
sPB
F11HEWOOD CIRCLE & B ARE TO DC
PAIVA'LEIN OWNED AND MAINTAINED
' SHEET NO 9 OF ].}
DATE: 08/13/13
9
JO
in
620 -
So iao°
In
fiLU '
'Eb
C
C
"
- C
CAL CURVES _
_ f
C
W
O
850c
V 5
VERTGL CURVE XW EAi CURVE 12 STA 11 -ra VERTICAL CURVE 4"5 - � � 3
WFSTA 10+7400 LEE - 59834 WI p 1185625 9�
615 - WFFA- ypF15Lp 2&p0' S TAT fi15 W ra
LE C - LEN HCN K 5�6 IEN °1PPP
610 S LEN ipp0 = g 92P- -239 b'r 15D� =5445B - $
_ 610
On
600 4JOQW -: -: 600
_ - - - IREVHIW -OR INTIC °z ^' °1 -e
_ ____ _ _ B.. -
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595 EIEV 5928p W.5Z Al O d'
en
590 PROPPSI >C4 Pt - �- 590
585 _ -
J - a z
580 - - _ a II l — 5e0
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- - E-H a
SIS _ m �El 5l5 W W
- - - w 5 __ �] F W O
570 w ww -
s7o F-i Qi Rai
0 U �
565 ,- - 565 W m CD
(9!'Ir'% M N (9 be CD w '� O Q F
Ch `m ED SEE At CD
PP HE HL
9 +50 10 +00 10- 5K 11 +00 11 +50 12 +00 w
W Q
O
r2�"I KINDLING LANE PHOP1 L_G
SP8 hIORIZ. SCALE'. t " =E0'
VINK SCALE._ 1 " -t0' w
Gy I-4 N
DOM. PROJECT Ni
INDEXTITLE:
sPB
F11HEWOOD CIRCLE & B ARE TO DC
PAIVA'LEIN OWNED AND MAINTAINED
' SHEET NO 9 OF ].}
DATE: 08/13/13
in
620 -
fiLU '
'Eb
- C
CAL CURVES _
_ f
LoriOR
No
on
5
PC 12
0 L wP °P6
GENERAL NOTES:
°
.„r E BEwt vbE .EEO O LU WFOU2 IN THE FULL WIDTH OF THE
EATE FUR By 2 PEROT IN LENGTH IN THE Di OF PEDESTRIAN
"' frecr.mc 77TYPE A
Timor, A-kHHUI WAYING AM THE APPROVAL OF THE r �R PERPENDICULAR 4, P �al IS PREGAST �S MUST SO PROVIDED FAIR DOWEL PARIS 50 1
FL� Si CAN AS CAPENT IN FLOOR AFTER a��NT AS N
FLOOR As By MIND RAMP FLOOR P�T Kill S�L BE "VAN A
• RAQUARD BASS ABC MGM KIDS VNT"IH" RAND FLOOR. MURDER BC qCi
CONCRETE I'M uv.e TYPE S - 0
• CHAD / CARS BAD BETTER SLOPE r�lFONS ADEAREERT TO ME NOLUDED IS PAYMENT FOR RURA / OPIUM AND OUTTER 7. SAM RAMPS am TO AN LOCATED AS SHOWN ON DID OUR OR AS DREARTED y5
PARALLEL
By THE E�R THEY ARE BE US Raffel AT l�CF�M KERIVER
AN ACCOMELE FOUR ARTS Tm FORT UP WAY OF A HWWAy PARLITY AI Sti DRAM CALCULATIONS
\S�Tj n/ �OTOEM IYi NT CALCOGA'1'IDN6 AVALK
AS SHOWN ON PLANS OR er BWOMD 01 Ter PARNEER W SHOULD NOUT
S 'IN FEE NUR v Ai
GO .nom v 2�0 UrP
Am USED By FO�PRIMS
o 0
u�o op"oREPC vi ux 15 w°a<ViT,p,pa��'�'���L LUE CHAD +'i¢a%Trncvgl awcr loT a TYPE -C ••` *sr.P TOP or cER N 'a A' 9 2 MCI THAI
THE CURB OPENING 15 REFUSED MINDY THAT MY BLUE AT THE CONNECTION cx
Fical TO ae T PC W, SO U E '4 PAN TILED HEAVY PARALLEL &PERPENDICULAR � M CF F330M
08
JR. WHEN COB RMPa ARE USED N CONJUNCUM WITH A SHAPED ME , mMIDIDUM .em,"OPBEamaaTHOrTHE S�DPARPATH TV 24
A�9ULONAL b�Ol
/+ -' „ 0 0 0 0 0 0 0 0 0 esign mputaflons F �
\\4{l// 0 o 0 0 0 LD 229 Storm Drain D Co
000000 -
e
A o 00 0 00 00 0000000S I ROUf L Prair tn.lT he pa 'D Hllvmeatl TOUR enter Block C4 a X
E P 0 0 aDETNL�¢ Point T POini Catch Caefn AC AC pm =� 1 - p p 'a AIbeI ICSIC(I 1 .DEW t U S yw
°.E BOX 0 Do,, 0 �r An
'I 0000 -. ..__ w
O.E _ 01 TCt U Dn P _ In Plce Pp V bc2y FI viime OF
TRUNCATED DOME R sax LIMITS no Flaw Inv Irry Len OF Dim Cap Inc MY
METAL DETECTABLE WARNING ( ) (min) pnlhr 5 EI El
(c) (rc M) (in) (pk) we (mm)
1 2 3 4 5 6 ] 0 9 1U 11 12 13 14 15 16 17
CG-12 DETECTABLE WARNING SURFACE Ex sn91 1 from PppmuMT bwFOOao HARRY PI �aupaaia using 1 nappm+ea as built plan. z taU
GENERAL NOTES
�V ROVER '•Flow rtz l] rs 6aaa ai Exdlt al now rro Ex o6 FIV<v rns» rs aaaaeaT E t Exdz rmm sTt ' -'- o `�
F57] ` "EXUi b la 6mi de [ p pC tlEXUOt All ib EXLai tn9
SIERRA NAYARY�Vdff OF �PORTATION �a. °x "i'' dxA' W
EX95 EXE4 032 0.65 02] 099 60 654 651 59068 50692 177.86 21 15 94 83 04 pC
AS
_. EXE4 GNUS 013 090 0]2 111 64 644 819 584.21 SH1-]2 7840 _ A2 15 11.6 10.1 0 -1 o b
EX83 EXd2 0.35 0.80 028 1.39 85 6.41 6.89 50035 5]9.]3 413.19 1.4 18 12.4 ].] 0.1
EX62 EX 61 0.02 0.65 001 1.40 6.8 630 154] 5]8.68 5]8.11 25.15 2.1 24 32.8___ 103 0.0
EX61 EXpR 0.04 0.90 0.04 144 6.8 630 2].69 On 49 5]3.59 m5.99 22 24 338 itS 0.1 3
EX00 OLAIMI 0.11 0.90 0.10 I'M 6.7 635 28.49 5]292 56306 05.35 11.6 24 ]].1 21.5 0.1 U
$T3 ST-2 _ 040 080 032 032 5 681 218 50896 58519 :4439 n ll9 15 241 64
1 DETAIL 8T -2 $T -0A 0.49 O.P 036 0]0 6]0 949 835fi 00.]9 9.4 p Up
PI 0, NO'f TO SCNR 6T -1A ST -1 O.iT0.89 Ot5 085 5] 661 562 58336 6&I St 2613 ].t 15 1]2 125
m n
0
ST1 Ex62 020 0.]3 0.15 0.99 5] 661 654 58131 5]903 Y433 9.4 15 191 14.4 t036
...g EXIT EK]0 025 090 0.23 0.23 5 681 15] 60030 598]2 `5710 10 15 65 43 EX]C EX MH 043 0.90 0.99 0.62 53 672 41] 699]4 5 60 14214 3] 15 124 9d 41
EX IdH $Td 092 080 OT4 t36 55 8.6] 9C4 58430 508.43 81 t3 ]2 15 il3 102 Vz
STS STd 03] 062 _30 _166 5] 6 61 10.99 580.23 585.19 5]S4 53 15 143 133 pt°
EX
T14 BOX 08 Eb� 0.09 _085 _0016 18] 89 651 12P 583.5] 5]801 190 fib 5.0 15 145 132 02 w
L p m
8 LD 229 rDRAIN DESIGN � ADEQUA1E OUT FAIL
� �
II PID NOT TO SCALE
m r
8
60 YB
R7 3
15 N i I z ..
NUTOM
- 1' FACT PAR C D- - T .�'�. UNITED l P'
L DRUM
N
��12
Art N TOO ARAB
TO THE UP
ANNE TO THE DEPTH OF THE PAV�NT. 2 y W U \
F r -,
FY z
e, �OW�E CRUPPERIA FDA THE FEE OF
For use on FIRF_WOOD CIRCLE W C~ O
CIA DED -Sac only.
] W 6
4 ROLL TOP CURB DFPPAIL O Ci W D
SP1 NOT '1'0 SCALE
w mc On
O 6 v
to Q U PIS
18 21 •_ `� ?4,� W F4 DO
o
�°��
Rol op Transiflon g P
DI MY MY
LI
1' 3'
-Roll Top TYy `Typ. DOM. PROJECT NO 13.0019
INDEX TITLE:
-- _- SP10
Trar �IOn
Flowl Ine
�CUk3 TRANSITION llLIAIL SHEET NO 11 OF 14
$ y TOP TO SCAIC, -- -- 6 CG -8 DETAIIL P D TO To SCA�L
P10 nar iu scncu 08/13/13
DATE
NOTES " c.n rt nac
Ea wW La
�R os n¢ woi Row oESw uwu.u- 1` x
I
�T as OPTION �` oDmw.TER a Rµr„Nm D.
a,T1, „ NION 6" CURB &GUTTER
DIFFERENCE COMBINATION RaT oT Tawsomnnox �. Rxoe
Line Imet oosxR I DrR9 Runoff 'I Inpr raal 61st I rom m.en Invent L I Doe Lam. eapao vel Pipe
NO ID Ln NO Area LVeH CxA CRY, Time Inlet Runoff DUE Up Le 91M1 Slope Size FVII G Travel
I n) Omnrl Icre) (x) lft 1x1 � LOU I n) Tcrs
fad Ic) I 1 1 { 1 (We) I (mfn)
1 i Oul(VII U20 0]3 0]5 093 � 60 89U 643 5]903 58131 2493 6.9] 16 19A 1638 0.08
2 1P 1 U.1] 089 015 085 i 50 6]0 551 58151 5833fi 2fi 13 ]DO I6 1]te 645 010
3 2� 2 U.49 OA 03U U]U SU fi]U 459383.56 58499 6y.]9 2U8 15 931.'; $,Y] 030
A 3 L OAO 08U 032 0.32 5.0 6.]U 214 585]9 50998 3439 1393 15 ORION
Inlets
-
Line
Inlet
D p
1 IM
i
Runox
Invr
r
p
p
p
Inlet
Curb
Jun [
G fl
Grab
C
pass'
Gutter
G�Nfer
No.
ID
p
i
Inlet
Coex
p
Carty
COLD
6
Yp
Ex
LeNn
T
Type
Slop e
Witl[ry
S1 $w
STORY
Depth
Spread
1 )
xn n 1
II'nmrl
(o)
k�l
I
(�)
I (crsJ
kxl
(%1
(1
l�l
1x1
I (xrcn
I1D�
(ft)
(Po
NS'ns.F OR .w
BE Year Eso�rtryry
1
1
020
GO
' S.1U
0]0
U]fi
000
0]fi
OOD
100
BDO
Curb
D023
�
` 0.D83
1 0.020
010
2S1
2
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II an
561
5.19
it D09
DY9
D.C9
D.8]
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100
6D0
Qib
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DA83
0030:
012
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I
3
2
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5.0
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195
000
1.91
005
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13001
Curb
0030
..
CD03
CO20
023
521
4
3
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50
519
000
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ifi2
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98
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5
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fi]9
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58"19
56823
5]r4
52fi
15
14.62
6921
C50
Inlets
-
Line
Inlet
D p
1 IM
i
Runox
Invr
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p
p
p
Inlet
Curb
Jun [
G fl
Grab
C
pass'
Gutter
G�Nfer
No.
ID
p
i
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Coex
p
Carty
COLD
6
Yp
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T
Type
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Witl[ry
S1 $w
STORY
Depth
Spread
1 )
xn n 1
II'nmrl
(o)
k�l
I
(�)
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kxl
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1
1
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0]0
U]fi
000
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�
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1 0.020
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0030:
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195
000
1.91
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..
CD03
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023
521
4
3
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519
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1 005
9]
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I
L9663
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02U
356
xm N
N
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BE Year Eso�rtryry
�'•� R
x
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N �i4 O��stlV IlNluw�
1T'
I
wi€
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1s
50R
STANDARD
w8�CURB
FRAME AS COVER
(SEE TO S- I-D,E)
IT
_
EAl
STREET SURFACE OR
�!
T
II ml EA
MITI
NON -PAVED AREA
C_
$
.
o /9 T- °
sLDFrD Ar.Fr+ —�
L
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o
RACE
ART 1
NLAN DO CIAB (2)
F.N CKN c
��
1'-0
2 G " MAX 3000 PSI CONC. BASE
0
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� �
BENCH SLOPED TO FLOW
'WEOG
-LOK tt
2z
�[EC"rri]
RUBBER COATED STEE_ �{ p CABLONEL 1DAL 1' MIN
STEPS OR APPROVED A a
3 -0' MIN _ y
EO UAL CAST IN - I
C
C W
Q
_
_
/
C
SECTIONS 1' `
O D
SEWER
RING SGLS 16 MAX l2��BRANC-
OFF RINGS
11�
IP CORED
we
/AOMm) co
AMINO -_D
I AN
ACROSS OSS Id H. 5
ROW INLET 'IC) OUTLET
'JiV
SI TALL 3E 0.20 FEEL 2
o
T`A
-A 2
nr o Lew comcRETE vnrzlLS
z`
/ M L ] 11/2-
T e L
A�
-
364 DIAMETER OF j
L ]
Y HIPS
� i@�,
9mm]
CONWIAMETE
SEWER
H 12 FLEXIBLE Co E0TION NOTE
INETRPIPE
/�
—
WI'H STAINM1FLS STEEL
MNS N U Hox BETWEEN - ALL CONNECTIONS TO
BAND EXISTING MANHOLES
"NT A
L(
C 2 _
]M ICmm]
- L ]
INUIT& OD
SHALLMBE SHALL
PRON9E0. IN 6 Bt.01NG BE CORED AND A FLEXIBLE
M
CONNECTION "BOOT "
$e
o �p
2.
NA WE N0. 68 40NE
L J L ]
NSTALLED
1. ASKED' THICKNESS REDUIREMENT SHOWN IS MIRM,M AND SHALL BE
U
IF
[aAMCS[c *Ory 1 DROOPY
SPECIFCALLY DETERMINED BY THE CONSULTANT -OR THE SOIL CONDITIONS
AEG
6[CT ox
L AND 13ON
2. THE CONSULTANT WILL DETFFMINE W -ETHErt MANI10LE5 SHAL- HAVE
EXTENDED OR NON--- XSENDED BASES,
IF
5 AIL JOIN S, LEE HOLES, INLETS, OUTLETS TO BE SEALED AS GROUTED
FJ,
1_ UNHOLE FRAME AU COVER DETAIL
INSIDE AND OUT.
VA
S10I OE
9P1 NOT TO SCALE
��HOLE_ WITH BRANCII_TIE-IN DETAIL
Sf 11 CDT TO scnLE _ - _.—
AS
AS
FS
V
FR
V
O
BAR
W
A
m
ZB
AS
AS
AS
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AS
SEE 'IS S I , E
Elf
STRFFf SURFACE OR
NOT SEE EJ RHEA
SI!iF ED ARLTJ
6
m
\
$
O
RI BR CCnTED STEEL STEPS
oC
.. IJ AX :ALTI IN P CL
11y
F6 GST SHIN NPFLLR CONCRETE
in
D FC JAS A Od FIN6 HALT
E - ( AFPR -QUAIL R m
$EWER SERVICE LATERAL CONNECTOR NOTES
O
IIJ// `RCP LINE N I41 6
(E_
INDICATED THE TOP
RE AT ftAET 02 HIGHER THAN AIR
��""
AT
m
LJ(TII IR N PIP lCL
(R R
AS
8
°
/ L .' 5 I KFH N 5 L 'FP ?LC ALC
ANTKA SEVRES MAIN STAN BE
I rREMAJNING RACKETY SHALL
NTAIN ROCK MAI
9
H ) [ rC C LAND F JA
C
N B
FRIAL
36 "MIN THA IN ANY
L TIN AI IVI L T ATY ELF COVI,C iN6
�X p-� SI wF
- IM l cn x s
o a sr z: (p" 1
ON
� T p
24 "M.I
1
in
MIP INJ 1 ELE Tlcu DI "_N<1
MINIMUM
DIAMETER I
IAL BACKFlLL*
6 NT LIFBAC I
MIN (6"
y
_
EMBEDMENT
12 IA 121/ IN R(y FASO FLEE O
V 4RN A
- �J I I FT
AS 11
OF SNAKE AATERALS STALL HAVE A
OF BBL uwW
THOROUGHLY
HLY OOMPAO CEO
B HAND OR APPROVED
x
C
SPRWG TIN ECHANI
DO PIPE _ MECHANICAL TAMPER
1 FI T D PI CT WT 7FIA
)F FL01' BE
�C 6LET
ALT
IAJNCr NO
NO, 68 STONE
SN IIIVN
TFEAYED
- -
A 3,
Q
.d)�T�
- 14I I. BC
FINISHED GROUND MARKER
B LJ NC 6 pp
�ONLETE2
r IPOVIDED
IE b
- -- E min
- +o A e A
FOUNDATION (SHALL BE
-..�
T `
�
REQUIRED WO ED SOIL
3/4 Ha EST
I
CONDITIONS ARE UNSTABLE
Q >
PIPE IN N L-
(ALL PIPE)
F
M�
N B" D DALT 11111 NO 58 9E
NOES
LUG END OFF
S—y CS
1. F n T II KN P QU r Eti HO HE s N N SHF BE
MAN LIKE SERVICE UP
ON
i [�
F II I LLL D -T N WrF, B _LE NSU AN F P IIII OIL SOU
�
NOTE
E
.STALL
2 THE CN U LETET vHI TITHE FAI HtL H .E
.
�
T NDFD OR N(V ' IV TT JES E
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING FEET RIGHT- OF -WA" SHALL BE
V]
3_ AT N'TITS LEE IIOIFS C L T CJI EI Br '-D F',, C GROUTED
RACKFIL= ENTIRELY WITH NO 21A STONE.
,
ASIDE L 10 FULL
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
0 PIS
F
q. Al T JNLIDERA RAN IIA L BE GU EN O'+ ENO Sk NC T.
6,
AND COMPACTED AND AIL STONES REMOVSD OR A 4" BEDDING OF NO. 68
'� �-i p]
W
S„ I ON -.ENER NTH FIELI' .f c
)
STONE SHALL B_ PROVIDED
w F
Fa
LIN LNE w E-TEE
3 WHERE ROOK IS NCOJNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6'
Q C
PLAN
3L09ING OF NO. 68 STONE
W H E
TYPICAL MANHOLE WITH DROP CONNECTION
___vAalTS
EI-B SAO
�4 SANITARY SEINER SERVILE LATERAL DETAIL
ca
f
-
c
5 SAVTTARY EWER INSTALLATION DETAIL
o
C
SPSI/NOR 'CO pGAIilO
— _ -�
SP� NOT PO 6CAL41
RI
f
DF;I
2,
—1 FTi
W
✓-I
/A 3)SANITARY SEEDER SERVICE LATERAL DETAIL
vsi
DOM. PROJECT NOt3.00t9
lI NOT TO SCALE,
INDEsTp
LOTS'
CONTRACTOR TO CORE DI 1, INTO RXISTINC 11ANtIU1.G
1
TO MAKE PROPER CONNECTIONS PER PACE,
SHEET NO: 12 OF 14
DATE: 09/13/13
I
I
VOL
TEE AND PLUCK
OL.
I Al ._
(T—
GENERAL NOTES
1,
s
BEND
RHATFUS ry ms
SHOWN .°.
C C _.._
L
t WHEN CUO 11 15 USED FOR STRES r CONNECTIONS, THE
T
90
250
250
3.01
024
4" & 6
45
VOWN AN w
22
csnrt
G 15
ANTIONCE
1.50
200
2.52
G
200
11 1 ONCE
NOTE 11
21 WHER" TIME ENTRANTA RNII MANNOT ACCOMMODATE FEE
HE
eoo
1
Ni
FBI REDREAWNATS AN ATESSEATED HEAVY MCI
00
3,08
318
FRANCE THE Di FOR DEBATE N CHAIR NAMES
048
HUNG ME LURE OF THE RAUI BE
2.66
2 66
2J]
026
($ED NOTE 21
BY
/
YA7`V
2 16
2 59
HAS
316
291
HON Lill—
7
032 '
e
11 1/4
/
1.56
215
_
013
-"
80
1 483
383
312
083
M c
10 & 12 4J
333
358
�
295
DIST
3.83
400
263
x
2.33
2 8
286
024
4 SEE ROCHESTER cc 12 FAA CURB RON REST, .o BE
0.52
1 11 1/4
1.83
WASH ROADWAY
ACT
SEAN .
SHOWN ON TYPHOUT
. AJ
5. REMOVE
cs wmen.
PLAN VIEW
ENTRANCE NOTES
c W^ Y
MACHINE '®
6 RANG AND TO I WHAT CONSIMPATIOR OF A DOW
BRUNEI C[c55 ENE IN FORTRAN 70 PEACE EXTEND
wrm
THE ENTRANCE.
0
TO THE
CONSUL r
aN
uuu.nE uomw �.
_
_°
SUMMARY IN ME RETURNS
a =....
HE
®
D
MA cw•cc
--
RABORL CURB OR ANARRAGNOWN CURB WHY =M
o
FIND
E'
9 THE DYNAMIC ADD Ml BERNARD
AN WM JIM
..WM FCC
D ME LISTED IN THE ALINGANCLE ENTRANCE MAYBE
E IN
AT
DRAMEARAL ENTRANCE
CABLE THEME FALLEN ME NOT AFELICAME TO MEMO
MANGANESE
HYDRAULIC
SECTION A A
ALLOWABLE ENTRANCE I GRADE SPONGES
'LOW
ILECTINEB&I
NO
YA
x0
EA
-
*rx�cm�E TO sma ceuxecnms
CONCRETE
SECTION I
ANN
/ 1 1 CG 11 ENTRANCE DETAIL _
IS PI ART TO SCALE --
FOR ALL BENDS
SECTION 1 -1
NOTE HINDRADU MUST BE FECE JCE GR APPROVED enunl( 2 1,2'
� SIZE 3RANCH AND
KENNEDY GUARDIAN K p1A IENf.TH OF BRANCH VARIES � r NOTCH � VARIES � VALVE BOX
EQUIPPED EO wITH c°nRLOr�- COVER U VALVE THE SAME AS
MUELLER CENTURION (n 23 GULF THREADS WHICH IS 1 / '
THE LOCAL s'ANDARO. y WATER MAIN
12 3/8"
6' NN 2' TO 10 ' f
(z70') M.J. PLUG p
VARIES
WAIER LE
] CU. F', 16"
58
VALVE BOX _ IV � � C
H SOON
E \
F IRON LID L CASH 0 W
iB" PETER BOX � WATER MAIn' Q -
TO T��
36 "MIN C _ s VALVE' GATE R00 VALVE
\ �
• a" x 6." (COAT Roos WITH BITUMINOUS PRIM) 1
TEE
asoa PSI. CONCRETE ON-LINE i � o
BASE AND Tvausr (TYPE "B" r
BLOCK AGAINST �h � _ ep ,p
UNDISTURBED STnBLE TV � V�2 Q 5♦
e
s0r' sTEE! PILE COUPLING Cr `J" IHREAJEO
3/4" THREADED RODS i0 LI PVC SULFATE PAY NIPPLE AND CAP
WHEN THE SOIL IS VAR ED ON IMEV MAIN IN ALL INRALUPONS B .
A HYDRAM'IS LOCATED IN A FILL ANCHOR
THE vn[VF TO i11E HYDRANT WITH 2 3 /a" RODS SHALL BE GALVANIZED BRASS NP °LE AND CAP
0
R
V . F
IIiRFACED RODS IN ADD ION TO POURING OR ASPHALT COATED 6" EXTFNSIOn' .� LUBRICATE ALL THREADS Y'' $� �'].
WNGR iF IF NECESSARY A SHELF PILE THRUST BLOCK } HE
aHA1 BE dsED AS ApDR ONAI sUPPURr MEFER BOX (SEE f'1G_ W -/) �� y
VALVE Oki'
PIPE SLDr I
r M1 ER6 y
NOTE (2 PLACES) BROOKS MICA N0. SJ STONE Lio, 0.3302%
2200 SERIES M.J. FITTING I
I SURROUND WEEP H01 5 WITH GRAVEL AND KEEP FREE OF CONCRETE _ N
2 MNN AIN A 3' MIb. COVER FROM THE MAIN lb THE FEE HYDRANT L —A%- 9" PIPE SLOPED OF C}
( wc.wpwc r'•:reHES) /GG O METERS) � ��'
S VALVE BpRANgpE SHALL SLOPE AWAY
AROMO LOCATIONS FIRE
WHERE NFCPAND `J /"" -1 ) 10 DRAIN 'F Sg]DUAL F'�B
- - GRADE ALI OWN
VARIES
4 'HE GATE VALVE IS AT OWED IN SHOULDER OR BEHIND THE INTO I. NOICS: ' " 6 VARIES 2 GA LV. OR BRASS
T I NOT A'LOWED IN THE DITCH. PIPr °
(1) UNPAVED AREAS (. REFERRFP LOCATION . PLASTIC BROOKS 2$00 SERF
ES WITH � IS �
HOLES ARE ABOVE USE PREVAILING GROUNDWATER ELEVnTISN- IF 6 TATTOOER OR APPROVED EQUAL 2 THREADED TAP
REGGIftm To RE IN GET AREAS, THE WEEP HoHr_s SHALL BE (2) PAVED ARas (ALTERNATE LOCATION): cgsT IRON 91NGHAM and TAYLOR N5. Sol s -B - -Pwc
PLUGGEp AND THE HYDRANT SHALL BE PUMPED DRY. OR APPROVED EQUAL USE 6" OF
BRICK cntl /Dr BLOCK TO INCREASE DEPTH TO 24 ".
(3) FOR TOUCH READ METERS A 1 -3/4" DIANET92 HOLE IS REO'JIRED IN THE L1D- /DEAD ENS an
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ATYf c 'A•'% E'�I
NOT
a3 PYPICAL Mh'TER BOX o
\SP72/
NOT To SCALE' i TYPICAL PLOW -UP
F ASSEM}i1,Y �
�7 P] NOT 'f0 SCALD
Pj ADP 10 SCALE - -- PSI
� �
Ba�
WIDEN TREND
ACCOMMODAT
ANCHOR IF
REQUIRED.
VG AS
JIBED
2 -2
PIPS SIGREE
BEND D MEN DNS
VOL
TEE AND PLUCK
OL.
SIZE OF
(T—
CU YD
IF21F2IT
BEND
H T
L
T
WIDEN TREND
ACCOMMODAT
ANCHOR IF
REQUIRED.
VG AS
JIBED
2 -2
PIPS SIGREE
BEND D MEN DNS
VOL
TEE AND PLUCK
OL.
SIZE OF
(T—
CU YD
IF21F2IT
BEND
H T
L
T
90
250
250
3.01
024
4" & 6
45
200
22
260
G 15
1.50
200
2.52
G
200
0]9
114
tso
eoo
250
10
010
00
3,08
318
321
048
45
2.66
2 66
2J]
026
BY
/
1166
2 16
2 59
HAS
316
291
2 65
032 '
e
11 1/4
/
1.56
215
257
013
80
1 483
383
312
083
10 & 12 4J
333
358
�
295
043
3.83
400
263
/
2.33
2 8
286
024
0.52
1 11 1/4
1.83
2,33 1
ACT
CIE
t THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPS IKE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VA VES.
2 USE 2500 PSL CONCRETE
3 NO CONCRETE SMALL BE FOURTH ON ANY PART OF TI F JOIN.
T THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE I'PE & SIZE OF
ALL -HdUST N CARS-
4GNCRETE THROSC BLOCK DETAILTHR17SIF BLOCK DETAIL
Pl NOT HE GCAL6 -
SINGLE SERVICE
ICE
XDrE
��� 5 SHALL
P� LIID On p¢,
AV-
ON
4-- 1 COMPRESSION . A° dx "ox !z. T,
HE A 25
EQUAL
] *- WE P re COUPLING COUPLING xc
OF AT mwL
L �r� um PSwow. •w INDICATED
R
rry oanoT
BEOGI IOx.P:xwEE) RURAL
a.fi wiPUxc
w
NOTE
lF FDA -A
SON srx.a mx„�
DUAL SERVICE
WINNER
L AN
o»
I � (TYPICAL SERVICE LATERAL INSTALLATION
EE
AN
\Sp12/ NOT TO
scw.c
8 a
ae eaex.vo tnw6 /4 GROW
OB HIS
III
PI cE s' GALVANIZED " WITNESS " POST WITH
_ CAPPED ENDS PAINTED BLUE IN REMOre AREAS 2 � HIS
AS DtRECTED MARKER LOCATON MAY BE SJBJECT
TO IJCHwgY DEPARTMENT APPROVAL GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
GOSPEL GRADE z g
sEa MIF e, INITIAL BACKFILL— LN
NIN MIN. I - ADJUSTABLE vALVE Box w/ LID Hsae srcNE �
BNGHAM &TAYLOR 9G. N0. 4905 pi
- � (scREw TYPE) OR APBrzovED EQUAL * STAR'- SOIL
ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL �
STONE TO INSURE THE TIDE DOESN'T REST ON ROCK AND
#fi845TONE COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF � U �
O
_ � I FOUNDATION IN POOR SOIL UNDER- OUT CONDITION
��-+
Et! O BOB
MJ. GATE VALVE
UNSTABLE a14M! a "INITIAL BAOKPILL IMSH MI � rf j � � 601E MIN MIN � NNI wATER uNE cvxNULAR HLL As ilea sraNE O � w D �APPROVED 9Y ACSA � ®x O4 R CK' 1* OR ROC BOB
zsoQ PsL NOTE !�yy
CONCRETE P 2'x 2' BEARING AREA. � F.
THRUST BLQC,c � 1.N0 ROCKS
SHALL BE ALLOWED WITHIN 24•' OF THE WATER LINES F-P �+
n \ 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALI OWED � O
ABOVE TI {E INITIAL BACKFfTL. L]
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" iJFTS. O Iwy
4 -NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED L4' E
IN THE TRENCH_ 7
5.9EL HOLES SHALL BE DUG OUT IN ALL CASES. H C::)
NOTE : IN REMOTE AREAS, VALVE BOXES SRAM EXTEND SIX (6) INCHES ABOVE
GRADE DEEP
DUCTILE IRON WATER PIPS DOM. PROJECT NO:19.001
7
TYPICAL GATE VALVE B INSTALLATION & R$DDWG
PL NOT TO SCALE. PI NOT TO SCALE - � �INDETP
SHEET NO: 1
3 OF j¢
DATE: 08/13/13
SECTION
W
i11�ML� �l
—A—
The Monterey is an mordstecturogire designed that The Officer reason- is (CNC) cut and bent Providing D lee
combines ' aeopunness with high performance, g 1 tl and consistent, multi ( ah] 95 percent reglarmice systerhossfor
quas AN Types IIt III IV, mdV vrt Lamp
Thas housing d9edbnWh. tlkd feel f The fh Of Guam' 'ta#tl0 tplyster
the. th southwest as sell shape P reflector reffiector powder coat paint
.
shade , and cast aluminum I P cap Ballast is factory d and tapped t Ifag P fi r
The s angared, fl t gruse, fully ordered pro All ballasts a CNA OF I ITT regulating auto firionshormary,
gaukeed. and is secured byen aluminum door frame availably in MH Hem and enemy offirent P yet Bid
MON � =ilL
Model N Opera Warte"No Source Voltage Mounting Finish Options
() () () F12 (AM) (May O Core
all I l i t t —(P) IWMt L lap t °lx9) °1 >al °ISl one
don v I run
480 ° Com ° mum) I l ° t v Their, pro t Is 191, 11 � �short, . ° -t ,oN
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F ° MIS
16
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(100) oAW PI
7.
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23
ALLPE hI 111tES SHOWN MEET IESNA CRU LITiAFOR A FALL CUTOFF CLASSITCATION
ALT, POLES AND FIXTURES SHALL HE DARK BRONZE
{ t
IF ve
W a " ` H'w'f— E vLnuret E w _� - -
- -f- Pork [ E w
SW Ri fe St d — , 20 40 60
e PA— _ _ _ db Access
&as me d. dNat _ -
__� SCALER. 1° =D2C' —._.
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to
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1
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Open poetry A N 1 _
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SCHEDULE ordinances
CIA A� t ep D to 41 f) 1 box
no
IF w IL a
�rE TtO� L , PAW m a e t1 a .nh�a % 5%
T ehoue Sets s%
e.° t b ynwm s% s%
P< m e of ea , d, S over 6% s%
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bin yo e Ao. A to r P. / re 5% 5%
i
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3 �eAS' ,n -N � N,y % - ` n �� r TamhI ha a 5% 5 °%
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y 5% 5%
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or c/i
NOTE,
EACB OUTDOOR llJIBNAM EQUIPPED WITH A LW THAT EMITS 3,000 OR
MORE WIYIAL LOWER SHALL BE A FULL CUTOFF LUMINAME AND SHALL
BE ARRANGED OR SMIDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL. DEDUCTS AND AWAY FROM ADJACENT ROADS. THE
SPId.OYER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS OR
PROPERTY IN RESIDENTIAL OF RURAL AREAS ZONING DISTRICTS SHALL
NOT EXCEED ONE RALF FOOTCANDLE,
LUIMINAIRE SCHEDULE
Syrtnhol label ply Wlelpp Number
Aarud[in
Tone
file Whehe Up Wane
A�cl
VERTICAL
man.
e 6 T SAPS
Utecu Sr[1
1T
ws 100
1877
120
120
TO-lat a e
25X 4
Its
00
LUMINAIRE LOCATIONS
STATISTICS _ _ B 245G 2e.* 120 12.y 00 2D 8 296 on
-- - 9 1582 1 0 12.0 112.3 00 2761 1579 00
permit flo, 9ymhd Hey Mu Me MarMln pglMn -- --
- 7 - 9 1M4 193.9 120 120 as 00 1665 19x3
IT mesa, Wgardeners + 21 to into 0010 N/A NIA
9 B 223 1 1198 120 120 191 on 3259 1185 00
3itor
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120
120
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25X 4
Its
00
2
5
yel
2111
120
120
1872
00
2978
one 3
00
3
4
5
1493
1786
2380
1566
120
120
120
120
20by
2316
010
00
Due
1776
2375
Dry
00
00
STATISTICS _ _ B 245G 2e.* 120 12.y 00 2D 8 296 on
-- - 9 1582 1 0 12.0 112.3 00 2761 1579 00
permit flo, 9ymhd Hey Mu Me MarMln pglMn -- --
- 7 - 9 1M4 193.9 120 120 as 00 1665 19x3
IT mesa, Wgardeners + 21 to into 0010 N/A NIA
9 B 223 1 1198 120 120 191 on 3259 1185 00
3itor
se
son
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y
INDEX TITLE:
SP13
SHEET NO: 14 OF 14
DATE: 08/13/13