HomeMy WebLinkAbout07050002.03 Topographic SurveyTC=82&50'
1-5.83 F-TC=827.42' IE 15" RCP_
" 4� E 12" PCF ',Q .`= 823.91' (W�(E. �)=; 8� 1 �98 0
E 115"' VCP TC=827.26'
PVC (W.)=824.93'
IV Z4.68
�r_A8, ; 'A 1 IE 4
IE 12" RCP (N.) 823.46' _b q
A- AN 1� IE 18" RCP (W.)=819,80'
ltE i�), vc,"I A
IE 18" RCP (E.)=81&66' APPIEW& LO OF If WAS LK#
RIPE (UN41".0,81N, IE 12" RCP (S.)=823.88'
95
�
IE 18" RCP (W.)=818.86' 1ST STREET,,",
'SOUTHWEST 0.
SLOW FLOW TO THE WEST
'A' W —Y, —W w w i�w
Fwv
x TO— —QT(— —071—
TC=826.03'
x,v ��Z IE 36" RCP (N.)=813.88' f 4
III TC=827.53'
IE 18" RCP (E.)=816.66'
IE 8" VCP (S.)=822.55' IE 12" RCP (N.)=824.0 x x X
IE 30" RCP (S,)=813.88' 24' MAPS? E
IE 18" RCP (W)=814.18'
X
X
q, f,
x
J.W. MORRROW ETJ REGULATED DRAIN EASEMENT r x I I I di
SMNE
3:
WN
A
75'
75'
.4b;
k4l x x
1,,40tNif0RIHG WELL
1AUDW &'), x
-0 Ab*
a
%1b 1w,
x
L I N D N ASPHALT POW ARE41',%
_b x „tom I X x Ob x
v 24� WALNUT x Ibryf xe x x
X x 4'� UT 0 1 1
x DE A �x
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7
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I 4! LiIA. SMOKE SM
!cl x
APPROMMATE LOCATION OF 12' GAS LURNEE
_b
WAIER METER Ar
IN MANHOLE
x
01 X, x Of
x
TC=825.98' T.B.M. #2 - FLEV.=828.26
—,
12" VCP (E.)=822.12'
rn
LINE X
APPROXIIIIM LOWN OF 10* 1K ASPHAI.T
tx; 91 E 12" PVC (S.)=821.8
Lao
um sm
Cc)
lob SIGHT POST t s,.
Ibil
4 bo'
ow swam im it Ob !b'
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01 x
X
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x x a�
BEC w Ij
=826 44,'�' .4b
X BEC— BEC_ OF
OF
V_ x X/ �6P (W.)=822.91'
ep
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APMUM MM OF ROWNER LINE Z 0
X0 X ASPHALT
X
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t
Fr VV -w - -w 40 -W -w - - w
Ir GUM
if \N Post mm (m)
X ASPHALT MW
TC=826.15'—
S H
40F w - X_ v v X v!
— vv — A_bV _ir w — N
APPUR
x
T.BAJ1,',`,#1 - ELEV.=828.88
Lw
x
d��� 'Z�,,rl -ti�
ti
Iy�
08
b4
TREE
40
x E 8� VCP "N.'82`00'
o0
'.x
h ;gyp Al.
J
X_ FY x
x- w w — L w
_21 i , X.
-w— w w w
4' TREE
I 1E
If Ir DOME= WATER LK, X X
x
23,44'
IE 12" RCP (E.):= TC,=826.87'
x x 1 11 bL w
IE 30" RCP (N.)=814.7Z' q, i
30" RCP (S.)=814.'77'
x
IE I RCP (W_)=822�*
R
x
X
LX v X
x X
X x
x �x 21
ASPHAIT
a
ENtl') oi- PIPE
91%,
827 WID WAJEL
Cou_-, NOT OCATE—\
END OF PIPE- IE
IL 3' SHRUB (TY
x e x
x X
x
�'APPLE A
`�Z �.,'f'41�,i;_1,;, 31 J 19b
INV ll b
3
o IK
ltl-
v.", !S
A
WAMV t
I IECKJ'
X 6m P so
X
x x x 2 A.C. UNITS
x i A
TC=826.66' J,
IE 30" RCP (N.)=8j4.9!5
I A
f, XX
sm IE 8" CPP !E)= 822.93'
cv
IE 30" RCF
A- N"OWM LIXAJION OF r GO LINE
909; x Af A%
V x
I Z COULD NOT LOCATE 1q R
0? "*D OF %�
46 • GRASS
•R9; —E
X-7-
A i (--
I - E x
x
A-
4-x
10' 7',h/ IN MULBERRY
DRIVE
x
9 x qv .4b
X x
A 4b
r—, � I I i
�J-W. MORRROW Er, REGULATED DRAIN EASEMENT—N',
i ; 75' 75'
4' TREE 'e,;
:'
SWARY SEWER &MANHOLE
DV' VC I'S 4
POWER POLE
5 -45,
====CD--
STORK
(D
==o
GW WIRE
_G —
—G — —G
ITC— — BTC-
.40T
�
TELEPHONE RISER
-w-
S H
40F w - X_ v v X v!
— vv — A_bV _ir w — N
APPUR
x
T.BAJ1,',`,#1 - ELEV.=828.88
Lw
x
d��� 'Z�,,rl -ti�
ti
Iy�
08
b4
TREE
40
x E 8� VCP "N.'82`00'
o0
'.x
h ;gyp Al.
J
X_ FY x
x- w w — L w
_21 i , X.
-w— w w w
4' TREE
I 1E
If Ir DOME= WATER LK, X X
x
23,44'
IE 12" RCP (E.):= TC,=826.87'
x x 1 11 bL w
IE 30" RCP (N.)=814.7Z' q, i
30" RCP (S.)=814.'77'
x
IE I RCP (W_)=822�*
R
x
X
LX v X
x X
X x
x �x 21
ASPHAIT
a
ENtl') oi- PIPE
91%,
827 WID WAJEL
Cou_-, NOT OCATE—\
END OF PIPE- IE
IL 3' SHRUB (TY
x e x
x X
x
�'APPLE A
`�Z �.,'f'41�,i;_1,;, 31 J 19b
INV ll b
3
o IK
ltl-
v.", !S
A
WAMV t
I IECKJ'
X 6m P so
X
x x x 2 A.C. UNITS
x i A
TC=826.66' J,
IE 30" RCP (N.)=8j4.9!5
I A
f, XX
sm IE 8" CPP !E)= 822.93'
cv
IE 30" RCF
A- N"OWM LIXAJION OF r GO LINE
909; x Af A%
V x
I Z COULD NOT LOCATE 1q R
0? "*D OF %�
46 • GRASS
•R9; —E
X-7-
A i (--
I - E x
x
A-
4-x
10' 7',h/ IN MULBERRY
DRIVE
x
9 x qv .4b
X x
A 4b
r—, � I I i
�J-W. MORRROW Er, REGULATED DRAIN EASEMENT—N',
i ; 75' 75'
4' TREE 'e,;
I
:'
SWARY SEWER &MANHOLE
DV' VC I'S 4
POWER POLE
5 -45,
====CD--
STORK
(D
GW WIRE
_G —
—G — —G
ROZ
.40T
�
TELEPHONE RISER
-w-
-w - -w
Rh
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XT
ON M ELEC. & CW
—E
III
w
am z
a ca)�
Ij
TC _._- _...8... -i,
I
0 15 30 60
40
SCAM- 1 0=30*
ESM WAIM LIDO
:'
SWARY SEWER &MANHOLE
POWER POLE
==ffg
====CD--
STORK
SEWEI% END SECTION, KIT & N.H.
GW WIRE
_G —
—G — —G
—
GAS LINE
�
TELEPHONE RISER
-w-
-w - -w
—
WATER LINE
L AP
ON M ELEC. & CW
—E
III
w
am z
a ca)�
OEM LINE (OK)
TC _._- _...8... -i,
am= TRANSIum
_T
—T — —T
00
Mn"m LINE (ASK)
— TC=826.43'
i
0Q (D
<
X (D
< c)-
o
E 30" RCP (N.,=815.65'
flF 8;' VCP F.:-b,;'_.!5 4
— CTV—
— CTV—
QW MDISN OOK)
IE 18" RCP (E,)=818.24'
I
1C; �pf, I') j,,�l ,i'
— BTC--
BM ME OW
IE 30" RCP (S.) =81
— BEG—
_4
— BEC—
is vC1,P i�� jr-818AY
mm WK
IE 18" RCP (W.)=817.86'
I
(D
ic 1�: ,
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FIRE HYDRANT
_B CTV
BCTV
BM OW 1V
VALVE: GAS & WATER
z
0
wmm
0 15 30 60
40
SCAM- 1 0=30*
ESM WAIM LIDO
7
�fyt*,]
1) EXCEPT AS EXPLICITLY SHOWN, DETAILED, OR LISTED ON THE FACE OF THIS DOCUMENT,
PAUL I. CRIPE, INC. HAS NOT INVESTIGATED THIS SITE FOR FLOOD PLAINS, WErANDS,
ZONING, ENVIRONMENTAL CONTAMINATION, OR ANY OTHER ISSUES NOT SPECIFKALY SET
FORTH HEREIN. ANY ADDITIONAL ISSUES NOT EXPLICITLY DESCRIBED IN THE CiATRACTED
SCOPE OF SERVICES FOR THE PREPARATION OF THE CURRENT VERSION OF THIS
DOCUMENT WERE NOT INVESTIGATED.
2) THIS SUM REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AS LOCATED BY A
PRIVATE LOCATOR AND FROM INFORMATION PROVIDED TO US FROM THE WATER AND GAS
COMPANIES. THE SURVEYOR MAKES NO GU ARAM THAT THE UNDERGROUND UTILITIES
MM COMPRISE ALL SO UTILITIES IN THE ARK EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES WN
ARE IN THE 0= LOCA71ON INWATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE THE SURVEYOR
HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
I, THE tWEIM0, HERIN COW THAT 70 THE SM OF MY
PROFESSIONAL womm AND ow THE I" FLAT FeFmm
A TWOMM SURVEY 0011f US tRW MY SLPMYM ON
AANM 5, 2006. I RRM CERIFY IMT THE EINIM SHOWN AM
AOOM7E WHIN THE FOUMN LIMIM tKESS 011HERMSE NOTED:
asms ON F*M►, QNS, OR OTHER WJtD SURFACES,
BUUNG FOR aamm MANHOLES AND OM STRUCTURES; kOZ FEET
aeon ON Sol, WAS OR OTHER KOK SURFACES; 10.10 FEET
CONIM TIES SHOWN ARE PLOIITEO WHIM i OK-W KV#L
BENCHMARKS:
REFERENCE BENCHMARK: RM #207-5 (FROM FLOOD INSURANCE
RATE MAP) A CHISELED SQUARE CUT IN SOUTHEAST CORNER OF
THE EAST HEADWALL OF THE BRIDGE AT RANGEUNE ROAD OVER
UTTLE COOL CREEK.
ELEV. = 811.63 (NGVD 1929)
SITE T.B.M. #1: MAG NAIL SET AT THE NORTH ENTRANCE TO AN
OLD GAS STATION SITE. [LOCATED 41'+/- SOUTH OF THE
CENTERLINE 1ST STREET SOUTHWEST AND 30*+/- WEST OF
CENTERLINE OF RANGEUNE ROAD. PIC CONTROL POINT NO. 2051
ELEV. = 828.88
SITE T.B.M. #2: CUT '*+* IN THE NORTHEAST ANCHOR BOLT OF A
UC4iT POLE BASE LOCATED 220 FEET SOUTH OF THE CENTERLINE
OF 1ST STREET SOUTHWEST AND 100 FEET OF RANGEUNE ROAD.
ELEV. = 828.26
:'
SWARY SEWER &MANHOLE
POWER POLE
==ffg
====CD--
STORK
SEWEI% END SECTION, KIT & N.H.
GW WIRE
_G —
—G — —G
—
GAS LINE
�
TELEPHONE RISER
-w-
-w - -w
—
WATER LINE
L AP
ON M ELEC. & CW
—E
—E — —E
w
am z
a ca)�
OEM LINE (OK)
EJ
am= TRANSIum
_T
—T — —T
00
Mn"m LINE (ASK)
gw Laff
0Q (D
<
X (D
< c)-
o
0-
— CTV—
— CTV—
— CTV—
QW MDISN OOK)
UIN POLE
— BTC—
— BTC—
— BTC--
BM ME OW
FLOOD U%ff
— BEG—
— BEC—
— BEC—
W= aEC. OW
mm WK
FM LINE (FTC)
,a
FIRE HYDRANT
_B CTV
BCTV
BM OW 1V
VALVE: GAS & WATER
z
0
wmm
STREET SIGN
Lu
D.
DEW DIMENSION
V
am W&W
M.
MEASURED DMENSON
T
M04" wmm
P.
RAT DIMENSION
SEWER CLEANOIff
R.
RM
'o
wAim Mm
0
L
An Lem
Gmo
w Mm
FW.
FOUND
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BMW mm
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00
PIPELINE PAWL PLANE Mkqm
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PIPELINE TEST STAIN
04
wim
1" =30'
SPRINW HEAD
No.1
R*d N ,
040359-30400
x
SPOT GM
Tc
TOP OF CASTING ELEVATION
IE
INVERT UVA70
7
�fyt*,]
1) EXCEPT AS EXPLICITLY SHOWN, DETAILED, OR LISTED ON THE FACE OF THIS DOCUMENT,
PAUL I. CRIPE, INC. HAS NOT INVESTIGATED THIS SITE FOR FLOOD PLAINS, WErANDS,
ZONING, ENVIRONMENTAL CONTAMINATION, OR ANY OTHER ISSUES NOT SPECIFKALY SET
FORTH HEREIN. ANY ADDITIONAL ISSUES NOT EXPLICITLY DESCRIBED IN THE CiATRACTED
SCOPE OF SERVICES FOR THE PREPARATION OF THE CURRENT VERSION OF THIS
DOCUMENT WERE NOT INVESTIGATED.
2) THIS SUM REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AS LOCATED BY A
PRIVATE LOCATOR AND FROM INFORMATION PROVIDED TO US FROM THE WATER AND GAS
COMPANIES. THE SURVEYOR MAKES NO GU ARAM THAT THE UNDERGROUND UTILITIES
MM COMPRISE ALL SO UTILITIES IN THE ARK EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES WN
ARE IN THE 0= LOCA71ON INWATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE THE SURVEYOR
HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
I, THE tWEIM0, HERIN COW THAT 70 THE SM OF MY
PROFESSIONAL womm AND ow THE I" FLAT FeFmm
A TWOMM SURVEY 0011f US tRW MY SLPMYM ON
AANM 5, 2006. I RRM CERIFY IMT THE EINIM SHOWN AM
AOOM7E WHIN THE FOUMN LIMIM tKESS 011HERMSE NOTED:
asms ON F*M►, QNS, OR OTHER WJtD SURFACES,
BUUNG FOR aamm MANHOLES AND OM STRUCTURES; kOZ FEET
aeon ON Sol, WAS OR OTHER KOK SURFACES; 10.10 FEET
CONIM TIES SHOWN ARE PLOIITEO WHIM i OK-W KV#L
BENCHMARKS:
REFERENCE BENCHMARK: RM #207-5 (FROM FLOOD INSURANCE
RATE MAP) A CHISELED SQUARE CUT IN SOUTHEAST CORNER OF
THE EAST HEADWALL OF THE BRIDGE AT RANGEUNE ROAD OVER
UTTLE COOL CREEK.
ELEV. = 811.63 (NGVD 1929)
SITE T.B.M. #1: MAG NAIL SET AT THE NORTH ENTRANCE TO AN
OLD GAS STATION SITE. [LOCATED 41'+/- SOUTH OF THE
CENTERLINE 1ST STREET SOUTHWEST AND 30*+/- WEST OF
CENTERLINE OF RANGEUNE ROAD. PIC CONTROL POINT NO. 2051
ELEV. = 828.88
SITE T.B.M. #2: CUT '*+* IN THE NORTHEAST ANCHOR BOLT OF A
UC4iT POLE BASE LOCATED 220 FEET SOUTH OF THE CENTERLINE
OF 1ST STREET SOUTHWEST AND 100 FEET OF RANGEUNE ROAD.
ELEV. = 828.26
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No.1
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040359-30400