HomeMy WebLinkAboutZ-7091 Map 2Y'
^ �+ Q am
I 10'07" E o 'o)
(R) 16^1 (R) c�I
DO ao
Z FOUND
1/2" REBAR
1 ILIO'
SET
5/8" REBAR '
�
STORM DRAIN APPROXIMATE 100 YEAR
CURB INLET FLOOD PLAIN
ELEV. FL 35000
ELEV. TOP -351.50
0
S 01'38'00" W T LAIR to
q
STORM DRAIN
SANITARY SEWER GRATE INLET
_ MANHOLE ELEV. F1=335.64
C:W. TOP=}39.80
---�'S ELEV. TOP -340.92
Data-07*27'2r o
BROOKSIDE DRIVE STORM DRAIN R-157'5.38'
i 9 CURB INLET T-102.57'
(80' R/W) WATER17 ELEV. FL=31I
METER ELEV. TOP=340 83 L-9705.04'
ACL -0204.90 (MS
20490' (RE
o
--ss s•
O
SANITARY SEWER
APPROXIMATE 100 YEAR
FOUND MONUMENT
O
SET 5/8" REBAR
L:S
-
®
FLOOD PLAIN
D4
N C
m
STORM DRAT
ELEV. FL -329.33
POWER POLE
SANITARY SEWER
GUY WIRE
LIGHT POLE
GRATE INLET
STORM DRAIN I
m
MANHOLE
STORM DRAIN
4.
ELEV. FL 33
GRATE INLET
WATER LINE
ELEV. F1=33].9]
GAS LINE
GRATE INLET
OVERHEAD ELECTRIC
ELEV. TOP ..
ELEV FL=351.5fi
A 21'
ELEV. TOP=342.]]
ELEV, FL=340.38
ELEV TOP -353.56 PARTY I
DONC
P AThIXI
ELN. TOP.34150
STORM DRAIN
cntAI
WALL_
y
'M A6PH°IT
GRATE INLET
ELEV. FL -335.2
ELEV. TOP=53939.61
L•Vq'r\�/
STORM DRAIN
�
I
PARTY
Y'=
y
WALL
ASPHALT
ELEV. TOP.337.71
7='77.7171 '
we y'
O
\ 1 STORY ' (- ELEV. FL=343.54 CONC, ASPHALT CURBM INLET" pplg °
BRICK DWELLING 1 STORY .I I " ASPHALTALL }=
I BRICK DWEL NC O . -. - ELEV. TOP 3W 89/ - N
• a
De= 1 STORY
BRICK DWELLING 1 STORY P STORM DRAIN
-
BRICK OWE NG _ U r I N ( F CRATE INLET
8 $ I{ Li W,F A EL. TOP= 57
a
y.�sn cVNc Wwx / % ELEVUTOP=338.17 la
6.91 1 STORY .,. .. _-.
ROCK �, €xm Loxc W.x BRICK OWELLING(S) i
WALL 8
ELEv. FL -353.86 l _ APPROXIMATE 100 YEAR
FLOOD PLAIN1 STORY
m
BRICK DWELuNG(S)-
STORM BRAIN
BRICK8
( �/ EGIRiAV INLET
o PARTY I WALL CDYC �I W'LL,. BUILDING ELEV. TOP�6 10
G" 88 Wnu. O
CONIC.
8 A
I � PAD UNOTDRAN
ON BOX '
o 3 L STORM
MANHOLE" STORM DRAIN .
,e
GRATE INLET <,:
/, (b o ' / ❑ % ELEV. FL=33552 ❑ ELEV. 8.33667 i T. CONO.
a o ELEV TOP=342 62
ELEV. TOP -34227
ELE1� - • .. LEC:
a r m kis =o
CONC
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
4011111
1" 40"
r:
TAS
BY
DKL
BY
DKL
7/26/01
'�� 3 ♦n WALL CONC a
g
ALL I GAS TTT xc .ru
gg FI mRISER 2
.= FENCE LINK BRICK 1 I �' STORY G(5)
BRICK DWELLING(S)STOW
Of
IIIE:1
aAI n N j[
STORM DRAIN D M 9
MANHOLE
ELEV FL.337.89
ELEV TOP -34669 3
.35070
5-to roTVTr �
z
WUWALK
PARTY GRATE INLET ASPHALTWALL ANIL
LU
_ - r ELEV. FL -34,L76 ELEV. FL.343.25EVY' I '// / BASIN EL. TGP.34a.6 CURBMINLET
PARTY
DJ "
FL=3}6.45' BRICK gEr
0.vC ELEV TpP,346.2 10' VTpJ7Y DRAINAGE EA6DAENT WALL x IH C>NC.
In U)�I 3 m:_ culla EIrTu}Erssse: i °*aim WAU ASP
3 6
I<ox wnK�"`
^ ELEV. j o BRICK DWELUNG(S) ` Q)
y CONC R 10' UTILITY EASEMENT ^ %w
8 CONG" WAIL 3 3 2 C
,
WALL
�V FiL 4194 EtEV, ioP
�',ORM DRAIN / Q
o STORM DRANJ M. INLET
^ 4
rnx n
wA a�BI WALL ' ® ® - ELEV TOP 34634
I STORM OFAN n DR 4' CHAIN UNN
comm coNe wNx wP11 GRATE INLET STORM GRAIN I �F FENCE
GRATE INLET STORM DRAIN
ELEV, FL=344.84 ELEV. FL 3446. GRATE INLET , r <: / ° N 06,4700" E 15-.53 �� (� Q
ELEV. TOP=346.39 EIEV. TOP=346.41 ELEV FL 34387 CURB GRAIN 159-74 Certification
ASPHALT I I - � ELEV. TOP -346.4 / CURB INLET"
IM. U339.433 r,
.V
I STORY
i 21%8' IRp1 RPE
PARTYI, Daniel K. Lake, Jr. certify that a Boundary Survey was done on the Property shown p: 3
BRICK OW'ELUNC + STORY
EL hereon by a D.C.I. Field Crew under my supervision and this drawing is an accurate N O
WAIL j I \ BRICK DWELLING i gw3
�P""Tg T portrayal of the Survey results. All property corners not found are set in accordance U
4m / with existing found monuments in the area.
9 +-
AL m 8 1 STORY E
PARTY BRICK DWEWNG(S)
p7,E® wVx WALL
,AI. _ _ _ _ _ _ °" ;;;.,,. - 33 \ Rights of Way and Easements are as shown. Additional Easements and Rights of Ways, a
6' BOARD , %' o recorded or not a part of the public record, may or may not exist. These easements, p3,
FENCE I �- CONI. -- - - - - - - - A�b APPROXIMATE 100 YEAR if present, were not part of the documentation uncovered to prepare this Survey.
SWC 10' UTILITY EASEMENT AIA �M FLOOD PLAIN
\ I I ME 601WIC�. NON. = r O
STORY Above ground utilities were located by visible observation only and shown hereon as W
"R K °WLLLRG STORY STORY p.2 ASPHALT located by DCI field crew. Buried utilities are as shown per location from maps provided p
BRICK DWELLING SRK;K DWELINC _ / O
4E G'"" LINK by utility companies and by locations of above ground features. The locations J
FENCE
a 4• CE LINK N 02'8852 E of underground utilities shown hereon are approximate. No excavation as of the date y
di I $ P WARN 4 I - n �O, FENCE N 02'40'00" E 3p7-$?, ALL 1'(R) ' , ° UR INLET 1 of survey has taken place to determine the exact locations of underground utilities. .J J
WALL. 8 '' ELEV. TOP=345.01 •_
4�CHIN UNK STORM GRAIN ZY, FGUN� 6-
M
CONIC. 3 EIEV. FL 362 69 0 , WNC. MON. H
\ SwALE ELEV. TOP 359.81 yA/ V
W
f!I O
6 GRAIN LINK �/ - O Uj Z
- - / �' By. Daniel K. Lake, Jr. Date/W Q = U
Ip FENCE O>
GG„�. MON. - - - o U11LRY E�EMEN - - - - SHED ° Arkansas Registered Professional
022032" E 277.45 z z1.1' Land Surveyor 1403
N 07'05'00" E 276.10' (R) -., - MIN) -
p COHG. NIXt � � -
6' BOARD+sh-.,.w....-..: ^::_y_ _ - _.:...�..._:,..�: : _ - _r_ae�J._i'r wI .NMI ms _�..ciKti�v�:1im •�__._, --.__. .mow,_ _:p-.�,_. -
yo o ^ Q r
N _ 4
SANITARY SEWER
APPROXIMATE 100 YEAR
FOUND MONUMENT
O
SET 5/8" REBAR
MANHOLE
®
FLOOD PLAIN
D4
WATER VALVE
m
GAS METER
ELEV. FL -329.33
POWER POLE
lb
GUY WIRE
0
LIGHT POLE
M
ELEV. TOP=338.28
m
SANITARY SEWER
MANHOLE
4.
SIGN
-WA-
WATER LINE
-GAS-
GAS LINE
-ONE-
OVERHEAD ELECTRIC
�--nor-
UNDERGROUND
TELEPHONE
A 21'
p
DONC
P AThIXI
cntAI
STORM DRAIN
CURB INLET DWW-09'18'17"
Y'=
y
ELEV. FL=331>I --54.
R
-
ELEV. TOP.337.71
7='77.7171 '
STORM DRAIN
�
L-1Ej!j f1N'
INLET ".. -
CH -S 00'55'00
ELEVEV. FL -331.97
iM5
ELEV TW 33804 -e;
-154.91'
S 02'24'00" E
-P
°
155.89' (R)
MMX
FOUND
108.50' (R)
° e•
cNr
S 0759'00"
E WA e•
4•mxc,
p5 41'of
E 108.50'
25.01,
R -25.00'
S
- .L :fes
we-"Axr
T-25.34'
5.1'0%'1
1. PINCH PPE STORM DRAIN
/ / �,
S
('k{vL-39.51,
f 60 w
CURB INLET
o.
STRAFFIC
BRICK
60
`(�-3559'
GRATE INLET
ELEV. FL=339.14
ELEV. FL -332.W
:TTOR�N/
ABPHALT SIGN BRICK
lug•!
ELEV. TOP -3M.61
ELEV, TOP -339.30
CUR INLET
sn'cvn
TRAFFIC
IL FL•334:30
EL TOP -3 80.
(PUNTER
SIGNPI POLE
STORM DRAIN
GURB INLET °
-
U v
ELEV. FL.337J6
/
/�.
/
�_. p -T
O
'-
CURBMINLET"
ELEV. FL=339.32
ELEV. TOP -341.86
g STORM-pRNN
•-
ELEV. TOP -344.72
ASP 4T
S$ CURB INLET
BRICK ELEV. FL -335.49
PLANTER ELEV.:TOP=338.83
3
\ 1 STORY ' (- ELEV. FL=343.54 CONC, ASPHALT CURBM INLET" pplg °
BRICK DWELLING 1 STORY .I I " ASPHALTALL }=
I BRICK DWEL NC O . -. - ELEV. TOP 3W 89/ - N
• a
De= 1 STORY
BRICK DWELLING 1 STORY P STORM DRAIN
-
BRICK OWE NG _ U r I N ( F CRATE INLET
8 $ I{ Li W,F A EL. TOP= 57
a
y.�sn cVNc Wwx / % ELEVUTOP=338.17 la
6.91 1 STORY .,. .. _-.
ROCK �, €xm Loxc W.x BRICK OWELLING(S) i
WALL 8
ELEv. FL -353.86 l _ APPROXIMATE 100 YEAR
FLOOD PLAIN1 STORY
m
BRICK DWELuNG(S)-
STORM BRAIN
BRICK8
( �/ EGIRiAV INLET
o PARTY I WALL CDYC �I W'LL,. BUILDING ELEV. TOP�6 10
G" 88 Wnu. O
CONIC.
8 A
I � PAD UNOTDRAN
ON BOX '
o 3 L STORM
MANHOLE" STORM DRAIN .
,e
GRATE INLET <,:
/, (b o ' / ❑ % ELEV. FL=33552 ❑ ELEV. 8.33667 i T. CONO.
a o ELEV TOP=342 62
ELEV. TOP -34227
ELE1� - • .. LEC:
a r m kis =o
CONC
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
4011111
1" 40"
r:
TAS
BY
DKL
BY
DKL
7/26/01
'�� 3 ♦n WALL CONC a
g
ALL I GAS TTT xc .ru
gg FI mRISER 2
.= FENCE LINK BRICK 1 I �' STORY G(5)
BRICK DWELLING(S)STOW
Of
IIIE:1
aAI n N j[
STORM DRAIN D M 9
MANHOLE
ELEV FL.337.89
ELEV TOP -34669 3
.35070
5-to roTVTr �
z
WUWALK
PARTY GRATE INLET ASPHALTWALL ANIL
LU
_ - r ELEV. FL -34,L76 ELEV. FL.343.25EVY' I '// / BASIN EL. TGP.34a.6 CURBMINLET
PARTY
DJ "
FL=3}6.45' BRICK gEr
0.vC ELEV TpP,346.2 10' VTpJ7Y DRAINAGE EA6DAENT WALL x IH C>NC.
In U)�I 3 m:_ culla EIrTu}Erssse: i °*aim WAU ASP
3 6
I<ox wnK�"`
^ ELEV. j o BRICK DWELUNG(S) ` Q)
y CONC R 10' UTILITY EASEMENT ^ %w
8 CONG" WAIL 3 3 2 C
,
WALL
�V FiL 4194 EtEV, ioP
�',ORM DRAIN / Q
o STORM DRANJ M. INLET
^ 4
rnx n
wA a�BI WALL ' ® ® - ELEV TOP 34634
I STORM OFAN n DR 4' CHAIN UNN
comm coNe wNx wP11 GRATE INLET STORM GRAIN I �F FENCE
GRATE INLET STORM DRAIN
ELEV, FL=344.84 ELEV. FL 3446. GRATE INLET , r <: / ° N 06,4700" E 15-.53 �� (� Q
ELEV. TOP=346.39 EIEV. TOP=346.41 ELEV FL 34387 CURB GRAIN 159-74 Certification
ASPHALT I I - � ELEV. TOP -346.4 / CURB INLET"
IM. U339.433 r,
.V
I STORY
i 21%8' IRp1 RPE
PARTYI, Daniel K. Lake, Jr. certify that a Boundary Survey was done on the Property shown p: 3
BRICK OW'ELUNC + STORY
EL hereon by a D.C.I. Field Crew under my supervision and this drawing is an accurate N O
WAIL j I \ BRICK DWELLING i gw3
�P""Tg T portrayal of the Survey results. All property corners not found are set in accordance U
4m / with existing found monuments in the area.
9 +-
AL m 8 1 STORY E
PARTY BRICK DWEWNG(S)
p7,E® wVx WALL
,AI. _ _ _ _ _ _ °" ;;;.,,. - 33 \ Rights of Way and Easements are as shown. Additional Easements and Rights of Ways, a
6' BOARD , %' o recorded or not a part of the public record, may or may not exist. These easements, p3,
FENCE I �- CONI. -- - - - - - - - A�b APPROXIMATE 100 YEAR if present, were not part of the documentation uncovered to prepare this Survey.
SWC 10' UTILITY EASEMENT AIA �M FLOOD PLAIN
\ I I ME 601WIC�. NON. = r O
STORY Above ground utilities were located by visible observation only and shown hereon as W
"R K °WLLLRG STORY STORY p.2 ASPHALT located by DCI field crew. Buried utilities are as shown per location from maps provided p
BRICK DWELLING SRK;K DWELINC _ / O
4E G'"" LINK by utility companies and by locations of above ground features. The locations J
FENCE
a 4• CE LINK N 02'8852 E of underground utilities shown hereon are approximate. No excavation as of the date y
di I $ P WARN 4 I - n �O, FENCE N 02'40'00" E 3p7-$?, ALL 1'(R) ' , ° UR INLET 1 of survey has taken place to determine the exact locations of underground utilities. .J J
WALL. 8 '' ELEV. TOP=345.01 •_
4�CHIN UNK STORM GRAIN ZY, FGUN� 6-
M
CONIC. 3 EIEV. FL 362 69 0 , WNC. MON. H
\ SwALE ELEV. TOP 359.81 yA/ V
W
f!I O
6 GRAIN LINK �/ - O Uj Z
- - / �' By. Daniel K. Lake, Jr. Date/W Q = U
Ip FENCE O>
GG„�. MON. - - - o U11LRY E�EMEN - - - - SHED ° Arkansas Registered Professional
022032" E 277.45 z z1.1' Land Surveyor 1403
N 07'05'00" E 276.10' (R) -., - MIN) -
p COHG. NIXt � � -
6' BOARD+sh-.,.w....-..: ^::_y_ _ - _.:...�..._:,..�: : _ - _r_ae�J._i'r wI .NMI ms _�..ciKti�v�:1im •�__._, --.__. .mow,_ _:p-.�,_. -
yo o ^ Q r
N _ 4
A portion of the property shown hereon is in the designated 100 Year Flood Plain JU Q c
according to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas O
Zone AE, Community Panel Number 050181 0006 E, Map Revised: November 3, 1993. W m cc a 2
` Vi W Z.0
Property Description Basis of Bearings is as per PAGIS. / W D
W F-
0
Lot 15R and Lot 12RR, Glenhaven Subdivision, to the City of Little Rock, Q d J m
Pulaski County, Arkansas. LL
J
F U1
\11111111111///rr F �
1
�1 SLLJ
TER'''%, F
F ....... Fp %, �
1� STATE 0 '•• p w
AR
NOK a u,
' PROJECT NG.
��%'�•�< K. �P��'\; 00-118
moi, •••..••••
l �rC I / �IAN011,
40 20 0 40 80
GRAPHIC SCALE 1" = 40'
-2- 70 I / St's `a�
LEGEND
•
FOUND MONUMENT
O
SET 5/8" REBAR
FIRE HYDRANT
®
WATER METER
D4
WATER VALVE
m
GAS METER
A'
POWER POLE
lb
GUY WIRE
0
LIGHT POLE
M
TELEPHONE PEDESTAL
m
SANITARY SEWER
MANHOLE
4.
SIGN
-WA-
WATER LINE
-GAS-
GAS LINE
-ONE-
OVERHEAD ELECTRIC
�--nor-
UNDERGROUND
TELEPHONE
A portion of the property shown hereon is in the designated 100 Year Flood Plain JU Q c
according to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas O
Zone AE, Community Panel Number 050181 0006 E, Map Revised: November 3, 1993. W m cc a 2
` Vi W Z.0
Property Description Basis of Bearings is as per PAGIS. / W D
W F-
0
Lot 15R and Lot 12RR, Glenhaven Subdivision, to the City of Little Rock, Q d J m
Pulaski County, Arkansas. LL
J
F U1
\11111111111///rr F �
1
�1 SLLJ
TER'''%, F
F ....... Fp %, �
1� STATE 0 '•• p w
AR
NOK a u,
' PROJECT NG.
��%'�•�< K. �P��'\; 00-118
moi, •••..••••
l �rC I / �IAN011,
40 20 0 40 80
GRAPHIC SCALE 1" = 40'
-2- 70 I / St's `a�