2020-00711LANDING
N.T.S.
CODE INFORMATION...
UTI OF
Mopt o110
APPROVED FILE GOPV
o REVIEWED FOR COOE COMPItANCE
SU JECTT FiElu iNSi'ECTION
Date:
Signature:
REV. DATE BY DESCRIPTION CLIENTAPPROVAL DATE SHEET NUMBER
os #: 11306 R 1 06.15.20 JS ADD ADRESS NUMERALS / LETTERS MOUNTED TO HARDIE BOARD W I LLOWS LAN D I N G
z u.t;a.; xx x xx
O N ES S 1 G N ,r = 05.12.202o S : xx rx 9872 HART BOULEVARD
4 80.+7.Q X. ,txX;.
Esi k: ,J Sotka 7 .0-04 -<X
V
MONTICELLO, MN 55362 ; 3.` LANDLORDAPPROVAL DATE O S n aa.00.aa x x.
WWW.JONESSIGN.COM
4!LES RE: J Wellman ? Q°6.°a Y
o : x. xXXXXX °.° x " L A N D I N Gsa.00.00 xx xx:;r
This is an original, unpublished drawing by Jones Sign Co., Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of
JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for clienYs concep[ion of project and are not to be understood as being exact size or exact scale.
FLAT CUT OUT ALUMINUM LETTERS (QTY 2) OPTION 1
SQUARE FOOTAGE: 21.08
v
M
ti
M
5'-9 3/8"
FRONT VIEW
SCALE: 1" = 1'-0"
SPECIFICATIONS
1. 1/4" FLAT CUT OUTALUMINUM LETTERS/LOGO/ PAINTED P-1 P-2
2. LETTERSILOGO STUD MOUNTED TO HARDIE BOARD AND ATTACHED
TO MONUMENT BY OTHERS
SEN IOR LIVI NG
9872
COLORS/FINISHES
P-1 MP TO MATCH PMS 432, SATIN
P-2 MP TO MATCH PMS 7407, SATIN
FONT
SEGOE UI
SIDE VIEW
SCALE: 1" = 1'-0"
p
cirrr oM 1 F I\
f lD»G SRiE
kPPROVED FILi Ct Pti'
RfVIEWED fOR CODE COMALIANCE
a SU3IECT TO FIEID 1NS ECT ON
w
Oate:
Signature:
PROPOSED VIEW
SCALE: 1/2" = 1'-0"
REV. DATE aY DESCRIPTION CLIEN PPROVAL DATE SHEET NUMBER
oB #: 11306 R I 1 06.15.20 JS ADDADRESS NUMERALS I LETTERS MOUNTED TO HAR IE BOARD
Z p Z WI LLOWS LAN D I N G
I O N ES S I G N z /
Z p 9872 HART BOULEVARD1 i- 05.12.2020 s a c xx x<x
a a eo 0o xx , :
r: E S E>: ,1 sotka 4Qoqaa xx ,tixx MONTICELLO, MN 55362
oa.ou.oa xx k xx NDLORDAPPROVAL DATE I L L 1 S ALES R: J Wellman % O.CO.G4 xx x;s O
WWW.JONESSIGN.COM a oo.00.,e x x
Ro . X. XXXXXX °a.Q xX x;lX L A N D[ N Gs .: xX ax ;x
This is an original, unpublished drawing by Jones Sign Co., Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of
JONES SIGN, is forbidden by law and carries a civil forfei[ure of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materiais and paints used. All sizes and dimensions are illustrated for clienYs conception of project and are not to be understood as being exact size or exact scale.
I II
I
I I u
I I II
I I II
I I II
I I II
I III
III
III
III
r nr
I l l
111
lll
lll
iu
lf
I/
i
I /
ll I
l
l
I
1/ '
l
ll I i
j I I \ \ \\
I
12 F7. D{ZqINAGE \
ANOUi1l17Y 5.MEN7l - t7
I I I dcN \
I \ -
60 FT. CLEAft $PACE
40 F7 BUILDIM1'G / \ SETBqCH I'IDCLEARSPACE __ ,.12 - \ \'...
i , ,, ,
i
I I \ \ \ 7 - 6 -. \ \
i
i I \ \
t
I
I
I PARqNG \ \
4 \ \
I 58 STALLS \
6, 12 I - .
I -\,, I II ;
I 11 \ y 1 \
I I I I \ III — O I
I e
I \ \ II - I 79` I 4III
3 --- o i e iiI I i \ \ I
i I i . i
i _ -- --
I - -,
si i
i i `_,. s i
I
oaoa oFF p', »
I - A IIi
Z - <' s.i PaakiNc \ I
i / -_ -
8 _ ;;''' ;
n;, I li 5-0 L I I 1 \ i
iITECTURAL SITE PLAN
n n•
r // / / / g y'i /
Rqin
CFq / N /
Y1\ / fqS^y
9 ., / / / / / /
I i r
i / / I / /
QO //
BGIp/ / /
NC3'
CT'
t
i i
i i
r.3j
4 yF /
l
i 9S F'i / /
r
io•
i i K--x
m2
u'I l-'
B. —. _. .__ _ .. . _ -,.'98•__ _ __. ... -- 8
i
i , , , G00
III , BftOCKFACEBLOCKTO I
4 MATCH BUIIDING.TYP. I .
oi II l - r
I 5' CONCRETE SLAB ON GRADE VJI S
I
COMPACTE CNSS 5 BASE - I YI
I Y, ...
6' X 4" X 1/7' STL POST. CAST IN
PLACE, CL1P i0P OF POST i0
1
MASONRY, TVP, d EACH GATE —
i c
J
I
I T_ 15'-0' _ _ ' 2
A, \
e' CONC FIILED STEEL BOLLARD PLACED
L" ! TO ALLOW DOOft$ TO OPEN 55 MAX. -
G003 ' PNNT jttP., SEE 61A800 --- -
2 DUMPSTER ENCLOSURE
c oa sc,E: va=i.o'
14 GA. STI. SIGN NI PAINTEO
SVM1IBO & LETTERING PER
12' MIN. O.O.T. RE UIREMENT$
A _
PARKING I ' I . . INSTALL CENTER OF SIGN
to l ' 58' ABOVE SURfACE
BLVE' SYMBOL
IBACKGROVND
COLORS. 'GREEN" LETTEPoNG __ PROVIDE VANACCESSIBLE' SIGN
STRIMONA"VJFpTE'FIELD
II'
I-------- 2' OIA PRE-FlNISHE MTL.
SIGN STAN ARD
BY GENERAL CONTRACTOR)
I 32II
SPRING
I- GRADE
u , BOTTOM OF i'
91GN STANDARD
o.l
2 1/7' x 78' STIFFENER SLEEVE
SET 7 r1BOVE GRADE TO 16'
eEiowcwoE
BOLT STIFFENER SLEEVE TO
2 1/J' h 24' ANCHOft EXTENSION
5 ACCESSIBLE PARKING SIGN
GGG3 SCALE'. 314' =1'-0'
PftECAST CONC. CAP
PINNED TO CMU
iHRUWALLfLASFONG
BOND BEAM, SEE STRVCT.
BS VERT. DOWEI y dB" O.C.
SITE CONSTRUCTION NOTES '
VNOTEq __ ... . _. _ . NOTE _._._ —__— -- . -__
1 CO RBANDGUTTER SEECIViL RA MNGS .
2 ACCESSIBLECURBRAMPSEEGVILDRA NNGS ;
3 IACCESSIBLE PARKING SIGN SEE DETAIL 5/G003
PAINTED HAN ICAP SVhiBOI --
4'WIDEWHITEPAINTSTRIPING
6 I BITUMIN W S PAVMG
8 r4'CONC WALKWIfix6W14 W1.3NW.F ON6 COMPACTcDFlLLINTEGRALCOLOREDANDTEXTURFD
190 _ CONCRETE POI ED 0 LWRD AT EM1CLO
RD
E EE D T,V G 0
0"
VYIDENCE.—
CONNECT TO FIRE AURM I
11 RETAININGWALL,REr[RTUCIN CRAYNNGS.INSTAILS-0'HIGHPRE-FINISHFDALUM.FENCEBYAMERISTAR
I
ECHELON PLUS" SERIES R EOUAL ABOVE. J
12 MONUNENTSIGNFLGODLIGHTSPERELECTRICALDRAIMNGS
18 TRASHENCLOSURE E1/
GJ03RGRAOINGSTORMDESIGN,
PONDANOLINERRE UIREMENTS,TYPICAL ='
1 FLAGPGLE LOCATE IN CEN?EROF ISLAND
yi ..
PRECAST CONCRETE CAP, TYP.
I .. MATOCHKBUIIDINGNrvP TO
Ir. -
I .. _ .
I_.
DUMPSTERITRANSFORMER ELEVATION
STEEL HINGE GATE lA7CH WI1H
HAND E (PAINTEDi
PRECASTCONCRETELAP,iYP.
PREFINISHED METAI PANELS' ON
1 i17x1 112' S0. STEEL TUBE
GATEFRAME
8' ROCK FACE BLOCK TO
MATCH BUILDING, iYP.
4'x4'xi-a' STEEL POST. CnST IN
PLACE, CLI7 i0P OF 70ST TO
MASONRY. TYP ( EACH GATE
1/2' OIA. CANE BOLT ON MSIDE.,,.
OF GATE
HEAVY DUTV HINGES WEfDEO.FC
STEEL TUBE GATE FMM AN 7
i/2'x17 2'x7/4'STEELAN E
SECURED TO STEEL TUB
GATE BRACING DIAGON L
ADJUSTABLE LENGTH TR SS
R0 5 TO PREVENi SAG
SCALE: 1 4' = I'-0'
Y f--- '}, --,-- i—
9
G003
g Q,
f . _. _-. _..__- ._..-_ /
1 M y 1 ' 1_' i+}
1 . '..N i.
a.t,r\'F ORCOUECC 'U"."a
1;'. , til Li I V Y$ . 'L'f.
UdiC• •
S1'iT3t u t r.,
PREFINISHED CAST AIUMINUM1I
LETTERS COOR INATE FONT, SRE
AND FINISHED WITH THE OWNER)
DASHED LMES INDICATE E%TENTS
OF SIGNAGE AREA
HARDIE PANEL SIDING
PRECASTCONCRETECAP
Manutactured Stone8kB61iT0MATCH
BUILDING, TVP.
8 8 _ . __ __ GRADE
r'L.- 't-_f'Zi-'L_'' 1..._
o MONUMENT SIGN
G001 SCALE: 12'=1'.0"
J,.... .l_ . __. --_ _ J,...,.,`... -/_\ -
V Y' Y
EILd'
I PRECFSTCONCRETECAP
T.0 CAP '
I ---
80ND BEAM'N12 tl4 CONT
i
i
i - . _,— -- FUTCUTOUTALUMINUMIETfERS
i- j MOUNTED IYITH SPACERS OVER
HARDIE PANELS
h
WALLCONS7RUCTION'.
5;16' HARDIE PANEL SIDMG
FUR0.INGSTR PS
WEATHER RESISTANT eARWEft
1 2' TREATED PlYW00D
12' CMU
I
Il l T
1 .. -..-. 44VERT/HOOKEDDOWELPT
L -- 24'O.C.EA.FACE
i i . ,i -- PftECASTCONCRETECAP
ELEr.
T.O.CONCRETE
V
Z
JN
I.f
O \
W J
O m O
W z
c ¢ O
Z N v
OC ~ _
G E
i
g
3° 0 3$
m oo'_
A,._
x
rNu wsy
Y
N =a
W mN
H ;W
a =<
I i . B6MTOMAiCN
ay ' ---- - 8' ROCK FACE BLOCK TO MATCM •,. - —BUILDING, TV7. a= o
6UItDING, TYP_ - l 1'-0" I / CRONM CONCRETE TOP . ..__ , i O NEI.EV. = 700'-0
canoe
i„ ,_
i
I I 20 — III ' I- i N &a
g I
CONC
ETEEFlLLEDGUARDPOST,
I I I_—
I
I I I_ 1 I I
GRADE. SEE GNl -
I I I.
I I— I ' 3
III— 'd o
CONCRETE SL1B PER PLAN " I I= ¢ u+
CGNCRETE SLAB \ - , — ' , ..
f/,/.
I
p4 HORIZ. AT 2a' 0 C E0. FACE W p ti
2<' C. P. W A I L W I 2 K S 2 4' O. C. I () @
aY / .t._. . . i -
i / w
e' CMU ,., I
JULY 2. 2019
CONCRETE FpOTING. - ENCASE PIPE WI CONCRETE - Z . ._.____ .. ._— __ _
SEESTRUCT. ELEV 96'-0' I ,
I
O PROJECT4o: 0&186600
T ..— 3'-0'%9''%17DEEPCONC. —
i FTG.WI3-45CONT.
I U ARCHITECTUML SITE PLAN
i J'
t,B•01A . . /- i
y. .._ - _ ' - _ , .,
ENCLOSURE SECTION 8 BOLLARD DETAIL 4 MONUMENT SIGN SECTION n
GOu3 SCALE 1 2'=1'-0' GoOJ SCALE 3/4'=7-0' GGa3 SCA E' 71J'=1'U' G003
U
m
O N
Y tS N c3 Ic.GiA
1 ,,`.\1:a
a".`'".a s ., ' _
i - , .; - - - _ _ . _ r
a ,... _ - - - - - - ' 1
f _._-_. .
s
IT ' '
If1 " -_ -1 . - ___.. . . I
a I.ti I ; z 40 FT BUILDING SETBACK J"- _ . : `' ,
4
1 . , - ... __._ ' . _ . ._.... s'a!!i!+ - - .. f'_ t
A`
j
I , , jA, `I I , ` E. _ , . . , . _ . -! --
a -
y ..
f '--
KK
LL'
O, . *\'..W\..
t
f l 144.1' \ Ao o '_330.3' I s t- - roL > : _,
i ; r . r \ \\ ` \ = \ 9, ` .- ' _ .. - _ _ ' F-
i 1
F'.:; : " , I \ \ \. \
1 `
R i79 \ ,
h' -. `"
r'
k, ' s
1 [ t` 5
F
sj <, Q I .:
oo
100 FT BUILDING SETBACK . ' J''-
I , .
7k21/I : -... -,' I \`i h i ` \ \ p .:
j`' 'J " ``" '
60 FT CLEAR SPACE A o
I \ L '-
A `s . 0 } - i I: M. o o o._ g.
I , I
c \ `o\ O' - ,
i I ,?\ i \,'p.
a
hp '.
I \I I \\ \ ,y
1- _.._..._.,
S I \ %'
t I I' . - '.k
I `1 . I : I ``\ \_ 06 M '.
D
I i I I \\\ \ O E
SENIORLIVINGFACILITY
1 . . q . L . z32,237 SFIL \\ \\ : 'O. ` {,,O _ . E 92UNITS+1 GUESTUNIT .y-,9
Q - /11 \S THREESTORYWITH N -."ts
f Q ' I I I : \\ \ : t
ON
UNDERGROUND PARKING
O ' ">
y ,
y o.
If i! . I I
20.0' - '
l\ \
O D
La'
i - . I I I . .
Y'
E 5
I . I o , \ A ' . M , .'
O .
I ..l\\
I . M
ti \ ``l`_I ° °
E ,'_ .. I .
24.0' o" o. .' I 0 A a
I 7 ^ I . ~' H --` \\ - M 6O R , a
f i i ? ' , L .
N . . y0 ; .•`1 . `?QO•
i c n. ., I `\ d ,, p \ r . j_ i .. . - '1, . a , ..',.V\
O \ . ._. . J ,.. ;. i I \\ / O N
s .,,',,, , \\
I , '' I I I \ \ / o M : .r / . . ` :y%" '
1 ,
j a , I r s z 1 \i,Lp,o 0,. L . , .
L _
i -,l
I \ ' ' ,
Lp p : \ H , . . -.N \:,, ,
1 .} _ . v._-
1 1 .. .. '. \ \ i, 1 \ - P' \\ \ \ \
1
H
V' A R12.0' , A
1 1 y, , y
s`1
R \`\` `
L/ \ - \
y0 /I.
p .i'\- - /
i_\ \1 \ \
1 '\ \ % R20.p, / ",
t
2A'. A o i '
V \ / , ,
t+` \ \' .,
C q\) fi," ,
1 \ /
D i
R 6o. ,; ' ; '
r r
ti " ti /
l , \ `
O, P - C " 6 ,_ , .
5 \ `x ; ` ' \ / ..
S
u,; - `"
o '
o
t ^\ r " ,''
L F - W .-'' •Y' l ! `
rl A r
i j%.'/' ,\\
f~ \ '
C .+" / \
r .
r..+rrr r f ; , y
r.r....+rr rr. `:
l f f, i
rrr.-%rrrrrrr ^ t
6.+ :
r . r . r r r r r r ` r,
rrrrrr rrr '' r l 7^., ,
i
O- _. .m+ . r.- r r r r r . s c,
L ,`,o\\, rrrrrr rr.1 ,: : ( ; 7 ,'
rrrrr rr ` / ' 1
rrrr r.r ? 1
rrr..-rr 1.p P l9
FuruRE aoomon ' !
r • • r • , !£
a,oo sF ` .-. .-- r+ . r r G 0,
asuNils o .`\
rrr+rr , dj
rrrrrr.-
rr r.r / } F9
r n rr.: sQ ` ra
A r r r r "`-t'
rrr
V ... . r r r ,',
r r .-r ,'
r-f r r r%
r
y '
rr. / / .
e V rr p
r / •
r w+' i " J /
l> <,
T' '
f .
3 ,,,
J
a `
S
0 \. \/\ ,. „
1 / y
p / ` \ -,
K ., '. . > \`'.... ,j'. ' W '
I r ,'' .
1''\ \
A ' ; i + s'
n x
nAi \ \ '
A *.
o C ,
t` i .
1 O, p / , \ ' \ H . T
T ' 'y
G` f - ^ . / - ,iY \ \
l . l l / ., \\ /,. ,
r.
R 15.0' p
t ,`
i.' , ,
G / . \` / . f. . „
w , \' \ \ /
C'} r!
c1 ' ;
r
v . c; ,
O i , a'^f i
Fr
i.1 / '/
r ,
f ./ \", r ..
r" . '
w "+ , .
40 FT BUILDING SETBACK `" ,'
f
wr <v
AND CLEAR SPACE
r' .. . .
SITE PLAN NOTES
1. ALL WORK AND MA7ERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHAIL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES,
SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS. PREqSE BUILDING DIMENSIONS AND EXACT BUILDING
UTIIITY ENTRANCE LOCATIONS.
3. ALL INNER CURBED RADII ARE TO BE 3 FT AND OUTER CURBED RADII ARE TO BE 10 FT UNLESS OTHERWISE NOTED.
STRIPED RADII ARE TO BE 5 FT.
4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO 8E ABANDONED, REMOVED OR RELOCATED AS
NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
6. CONTRACTOR SHALL 8E ftESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT
NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WRH GOVERNING AUTHORITIES REQUIREMENTS AND PROJEC7 SITE WORK SPEC FICATIONS
AND SHALL BE APPftOVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY CONERSTONE LAND
SURVEYING, INC, DATED 09I07/2018.
KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN.
8. TOTAL LAND AREA IS 5.02 ACRES.
9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED 8Y OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL 8 INFORMATIONAL
PURPOSES ONLY. CONTRACTOR TO VERIFV SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE
CONSTRUCTION OF THE PYLON! MONUMENT SIGN.
70. CONTRACTOR SHALI REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN.
11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER
OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS
SPEGFICALLV NOTED ON PLANS OTHERWISE.
12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETA LS.
13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNOARY DIMENSIONS.
14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
16. ALL PARKING S7ALLS TO BE 9 FT IN WIDTH AND 20 FT IN IENGTH UNLESS OTHERWISE INDICATED.
KEYNOTE LEGEND
OA CONCRETE SIDEWALK
OB PIPE BOLLARD
CO MATCH EXISTING EDGE OF PAVEMENT/ CURB 8 GUTfER
OD ACCESSIBLE CURB RAMP
OE ACCESSIBLE PARK NG SIGN
O ACCESSIBLE PARKING. REFERENCE DETAIL FOR LAYOUT AND
DIMENSIONS
OG AREA STRIPED WITH 4" SYSL Q 45° 2' O.C.
OH STANDARD DUTY ASPHALT PAVEMENT
O PROPOSED BACKUP GENERATOR ENCLOSURE, REFERENCE
ARCH./MEP PLANS FOR DETAIL
JO PROPOSED TRANSFORMER, REFERENCE MEP P ANS FOR DETAIL
OK HEAVY DUTY CONCRETE PAVEMENT
OL B612 CURB & GUTTER (TYP.)
OTRANSITION CURB
ON FLAT CURB
OMODIFIED DESIGN "D" CURB & GUTTER
OP 6' CONCRETE SIDEWALK. 1' OFF PROPERTY LINE
OQ HEAW DUTYASPHALTPAVEMENT
OR 10' ASPHALT PAVEMENT
O 4' BLACK ALUMINUM FENCE, REFER TO ARCHITECTURAL PLANS
FOR DETAIL
TO MUTCD R1-1 STOP SIGN
UO MUTCD R5-i DO NOT ENTER SIGN
OCOMMERCIAL DRIVEWAY ENTRANCE
O EXISTING CITY IIGHT POLE TO REMAIN CONTRACTOR TO PROTECT
IN PLACE
O SITE MONUMENT SIGN, REFER TO ARCHITECTURAL PLANS FOR
DETIAL
O HEAVY DUTY CONCRETE PAVEMENT PLUS 2: OF RIGID INSULATION
UNDER THE CONCRETE
LEGEND
PROPERNLINE
PARKINGSETBACKLINE
PARKING SE78ACK LINE
v - - - SEGMENTAL KEYSTONE RETAINING WALL - GREY COLOR
PROPOSED CURB AND GUTTER
r
j % PROPOSED HEAW DUTY ASPHALT
i ' i /LI
j/ / //!J
PROPOSEDIOFTASPHALTPATHWAY
i
PROPOSED STANDARD DUTY ASPHALT
u PROPOSED CONCRETE PAVEMENT
r'-' r r PROPOSED STORMWATER MANAGEMENTAREA
r-- r r r
a PROPOSED CONCRETE SIDEWALK
i_'...:1
PROPOSED HEAW DUTY PAVEMENT PLUS 2" OF
RIGID INSULATION UNDER THE CONCRETE
PROPERTY SUMMARY
MONTICELLO SENIOR LIVING
TOTAL PROPERTY AREA 218,666 SF (5.02 AC)
EXISTING PERVIOUS AREA 218,666 SF (5.02 AC)
EXISTING IMPERVIOUS AREA 0 SF (0.00 AC)
PROPOSED IMPERVIOUS AREA 90,305 SF (2.07 AC) 42 %
PROPOSED PERVIOUS AREA 128,361 SF (2.94 AC) 58%
ZONING SUMMARY
EXISTING ZONING
R-4 MEDIUM-HIGH DENSITY
RESIDENCE
PROPOSED ZONING
R-4 MEDIUM-HIGH DENSITY
RESIDENCE
FRONT = 100 FT
BUILDING SETBACKS SIDE = 40 FT
REAR = 40 FT
CLEAR/OPEN SPACE REQUIREMENTS HART BLVD = 40 FT
HART BLVD - 50 % IMPERVIOUS) CO. RD. 39 = 60 FT
HART BLVD 40 FT CLEAR/SPACE 11.592 SF (0.35 AC)
PROPOSED IMPERVIOUS AREA 3524% OF CLEAR SPACE
MOnti i
bU1ldNG SRFE
fiPPRUVED FIIE COPY
RE1/IEWED FOR COOE COMPLIANCE
e SiJ81£CT iC' flEL11N5PEC?ION
Date:
Signawre: _
WHQ
j O
wW
Q V LL OZ
gW pO z
Z
m
oo
J Z
Z Q Q H N w
z W r
F- 0 cn g F U
Z w
C7 O
Z U
O
O ZUQF U O
HO Q O U O
i .
O U : Z
N
H
QU O iiN a
iZa z
O .
YW
s Y:
f
N
O!
i
m
w°ao
azQ zor
a yy
zaNLL=
g LL io O
N3?a0 = z
F 3 ` a
f
5adwww I U
o r z m
LLo>w 'g
WoWOZ
a
rUZ wO
LL = Qm _
O _ Z Z
NfhWi O
H
Z (/1 (n J
Q
U m =
W
O F N y
o a rn ¢ m m
d o ` o 'm o
O W 2 Z y
Y Q vl Q w
tUi O U
Z
Z
Q
U OZ
J , f"
V J o W a
Z F- a }
a
O Z W N
U
C W a No
Z
c
JOWU
HZ
GRAPHIC SCALE IN FEET W
2 4 8
SHEET NUMBER
C400
N
N
U
o
C
J
Z J
C U
W
R',
4
f
G
@
Pr
C
f:
C
F
C'
4
C
S
t
2
fi
r.
a .
Y.
V! r.
tQ
f
C ;
C
4
w L
41 `
y
c
o
v
C.
W
oa
z
0
E
0e
o
v
3
iT _'. ..
p,l M q . '_ . _ _
h
r•
Z;
Y
t
i
N
j'
00 ,` }
g : d.._ _,.+Afr+_.
y r"'
t 3
9,.:..,..,,.,,a..,..,....
ir
N
X
V
C
c
o
N
U
1--+
f Qcnc
c ca
a. Q c'v
a . a
b/ v ca ``-
c °
N `
cC
O tjj
O N
v =
N
C - --'
O U
Q
cv cn
a ' N 'o
N = E
a:> o v>
i G.
p N
Q C 'T
O O -
Q Q Z
1
N
J f-
3..
a 9
X
L....
0
O
N
Q
M
O
Q
L.C
O
Q
O
Q
m
N
O
i
C/!
C
O
cQU
OJ
a.
II
O
C
O
Y
a
0
i
a. '
O
c cv
N
o fd
N
U a x
v -
a.
M
U
a N
v
o d
i-- C
cv =
o —
c ^
c M
a
O y
a C
E
d
U
O ) o '
Q
y
a
ia r
yv
c 0G"7 O Qi
O
a
cn c v c
0 0 0 0
0 0 0 0
0 0 0 0
0 o a o
M M
N d- N
C U U U
O O O O
ni ni ni ni
M C„ M M
r--.
O O
O O O O
O O
r .c
G. Q --+ +
i i
0 0 . _,_,
0 0
U
Z Z
v v v v
C C C C
G. Q] N
J J J J
O O O O
O O O O
O 00 .c7
M M C„ M
N H N N
O O O O
WI.i.. I.i.. 1.1..
L I {yj y;, W
IM
r-.
i
O
O
o
O.
0
0
U
C
J
O
O
M
M
N
N+
V
M
O
W
I.i'i
W
LS'
M
O
O
O
C
a.
z
tn
C
N
J
O
O
M
N
N
Z
t!
O
I.v
W
O
o
N
C
0
C
N
a. d
O
O'
O
a y.+
ce C
N O
o
a
C =
1../
3
a " o
eC
cv • Q C
o m E
o p o
o_ N vLi
Qi Q-\ _
M Z di
I.. ._c N 2 N
v v
L `
Cn .0 yj O
O 4
tnQ
N
p 1 C/
C c ca C/ _
F
a e
C
u
U C
c
U N e
u
e
Q, e
d
e
c
C
c C
c o
t
c v jEa
o _
c rr
u
o ,,
Q
a..r e
U •
i
Q Q7
Q N ,i
o r-
C _ o v
O C
0
C
u
o
0
c
G a' _
O '—`
o\O o
CV N N o
Q ^ -o
M 5<;
i r/.' C
a =
V o '', t m o
s Q v `'' y 0
w ;
LiJ 0 c
rt, e..
a. a-- V
p
q`' O I.il
y h
t t/> > C3 t/> >
t _
c
0
c
0
C ` G '
a.
0 U U
i i0
ci
F— C .
a M
pp °' N °'
t O
00 N ca '?. cv
F .,;. ..
N pp ' CO 1 CO
a v
r'_ --' N i ,
f ' c x m x
c y y '- `-
v
m
v o v o 0
TMy; =
W = 1.1.1 Q W Q
r 1
d
0 0
W p = W
y y y
E
0e
r: t
b4
O
0
Y
a
3
3
3