HomeMy WebLinkAbout00073046'1�
r.� 41 "J
Fl_ ' 4_
7
'4'
Co"_ Am*.
Dr,
A
t
Lo a rts
RO No
T"o 10 ;4d
Spence
Scale: 1" 30*
4 =27V8:21
Ex. Transformer
R=W97
Lzir89.51 .15. V
A--27195'40 S 48VI'06' F
Tm� 45. 51
27' oc-sc
RCP
fro nd
pw Awnpon's
Vol. 477, P9 145
R= 188.97'
h : yV 16 Al W
2.T
Stasn"
Zonoid AV
0
L = 89. 36' 88.468
r=45.5J
T
Ex. Power Pole I
4" Thick Concrete w/
Exit Lon" #3 0 12 O.C.E.W.
It'll
Toubw
C main
Chd. =5 61:J6J7'
E
88.5,Y 01 77,
X 25474865
Y 389
V
A10*1
I 0
\
Ex. Conc
4 /(To be Removed)
it 6' Flax Bass 1)j H.M.A.C.
SECTION A-A
Private 50' Wide Reciprocal
EXPANSION JOINTS 0 60' O.C.
Right-of-Way Easom
tj
Prop. Junction Box
A
CONTRACTION JOINTS 0 20' D.C.
X - n4JV&88
Y - 370018.21
48 VJ46"
E".�- 24t
Grate inlet
Control Sbveture
54158 '54 W
3W
ri
0
A
1Aj
111.00
0
27' 9C-9C
IV
NOW cone. PWM
Carle. overhe"
00
Ste
ricorl
W. (TV)
11 res
Firs ' 0 1
2'
o rieu
ftm mode of 3/32 Mum.
2 11011h Baked &�nwewwmnsii
RESERV D
"ch Fj
Gutter Grade
#
A 9
1(), 11, 12 1$ 4
9-.
4
0
SIGN INSTALLATION NOTES
1 All signs sholl be posted on 8'-6". 2-3/8" outside
-ft*lw
"a %r Dwq*ft. Cel"
2 Are AS 1
PARKING
X 254326.49
Y 37aa 1 .51 7
4 diameter Galvanized Steel Pipe Signposts that weigh
AAY' V
4
5
two (2) pounds per linear foot. These signposts shall
be placed a minimum of 2.5 to 3.0 feet into the ground
in a dug or drilled iono -foot diameter hot*. The sign-
/Gutter Construction *hall be vertically in the
90111111111111 Ore"
sedwow" whft
Whft 5)mv an ftle
21
29 21 ;' illi; S11
29 28
post placed plumb center of
the holo two (2)
Aw
i l
,2
and secured with a minimum of socks
X 25"74 41 of sockcrots. The concrete mix shall be hand tamped
Y - 36960.,39
as necessary.
2. The signs sholl be installed so that the bottom of each sign
V.
4 7
sholl be at least four (4) feet above the ground at the base
of the signpost or above an adjacent trovalway. All traffic
signposts sholl be installed 24 inches from the travalwoy.
1W
4-
7
'
Handicapped Parkinj Signs *hall be installed 12 from the
Travalway or sideis
3. The hardware used to attach the signs to the signposts sholl
VAN
>
5 4 05
be the some as that currently used by the City of College Stotoin.
;n
f
�'T'h
..Kk
0 "�
STRIPING NOTES
1. Contractor sholl be responsible for the "layout" of the
ACC
V
4 " � , .1 1 1, '4
ok SS 24
A
Wocate Ex. striping pion in the field and strips as shown on this
roffic Sir
shoot. AN markings sholl be white.
2. All point. glass boods and application rates sholl conform
2jr0 G~nd
to TxDOT Item 666, Reflectorized Pavement Markings, Type If
slow Post
Marking Matairiols.
3. All Parking Space Limit Lines sholl be solid white lines 6"
LIM Ft.
(ftoft)
wide.
- -A -
4r'
4. All marking/striping sholl conform to current specifications
of the Texas Manual on Uniform Traffic Control Devices and
rw** S' -111 Croft
-
the TEXAS ACCESS1011LITY STANDARDS (TAS) of the Architectural
eardellru Act (Articilis 2102. Texas CM Statutes] from the
12
13 4 till '2'
4'
ddwW22'05' Texas Departmoint of Licensing and Regulation.
+
41 11 1
T�
'Q�
�i ?41;'X! li
4
Rjw248.95
141
_ T' W
X
-4"
07
In
4V
T I
r=56 J2
Chd=S 551?9'57" W
HANDICAPPED PARKING
6"
r
113 56
(R7-8 PER M.U.T.C.D.)
In
t
ftlowts Ex.
15"
0
I
1�4
T
Sign
1/4" R 1 1/2"
2 N
-7 1
A
'ek,
. I _" "Iz_ r
13 1 1 2
3 5
Tt
F
_,12
L
j
-C
_24'
_2 3 4
T�?t "i" CURB DETAIL
Piu"
ed
m ter
0
X 254161.02
11[14�L Una
It r
17
- ur Adv. Pod,
P 10 PrVA 4
xing Sign
Y 36662&48
A
Rernew Ex. Concrete 4
Iowa'"
1-15"
GENERAL NOTES-
"'Sub-District
T
Rernava Ex. Concrete 4
Prop. a' Crosswalk
1
6)
2%
1. This property Is currently in NG-2.
Now 6' Concrwto Sidowalic Conatma Now Curti/G~ f S"
construct P4*ftrftd Concrete Apron Romps
N 47*47'04" W Now 6' Concrete Sidewalk
X - 25448a.26
1/4 R
Corrinorcial Northgate" of the Northgote Zoning
45'
24' O.C. Nogle str"t
50' R. 0. W. 57' AW&W Paywrweit
441.85'
Y - 269531.59
N
Distr ict . According to the Ordinance there are
no minimuirn setback lines IrMosed unless a structure
higher 50 toot Is
than placed on the property, In
which cote a 25' setback from the public fight-of-
0
Ped.
6 Wltds (Typ)
way Is required. (See City at College Station
ry Sir
9
el
st. 10 Cam. Sidewalk
24'
Ordinance No. 1638 for more detail.)
2. Proposed Use: Parking Lot
3. Parking Analysis:
ti
i
r
P".
10' P.U.E.
T
TYPE 2 CURB DETAIL
Parking Spaces Required- 0
Park In Spaces Provided- 274
1paces
Lot 8
Lot 9
ta 10 Lot 11
Lot 12 Lot ij Lot 14
SPILL CUR
NTS REVIEWED FOR
COMPLIANCE
Total Available- UA
4. According to the Flood Insurance Rote Maps for
Brazos County. Texas and Incorporated Areas Map No.
4804IC0144C. effective July 2. 1992. this property Is
located In 100 -year flood hazard
5 Catholic Chivvi-ch
not a area.
lu
Lots 1- 14, Nbe* y I
roijb*r Addition
CT 9 2 2
Zoned AC- I
E EW'ED FOH 4fSTEE ATION
VI ENGINEERING
ASITE PLAN
I ANCE
n02 Logend
B.C.
B.C.
See Plan
3.1""r ACRE
IOU
4:1 T)pe 2 Curb
--A, Swift Existing Ground Contour
NTSENICES -4 $A - a sA Existing Sewer Una w/ size
DEVELOPME -6 wA- Existing Water Une wl size
PA
AREA
1%' HMAC
Type 1 Curb
- 41- Pipe Fence w/ Cable
X-2RKING
Vories
I E rL - Overhead Electrical Line
//- IA //- Wood Fence
LOT 2-R
UNF M&C
LINE BEARING
DISTANCE
44 (14 ox 0 Existing Trees
0 Ballard
THf - RA 1VPA R TS REPL A T
L1 N W33'01 0 E
W.57'
0 Electrical Manhole
L2 S W20'59 W
54.26'
6" Crushed Limestone Bose or
-6 Fire Hydrant
a Go@ Motor
/E SC07T �EAGUE_, A-50
L3 S 42*10'28 W
6.3.30'
6" Cement Stabilized Goes
e Q� 1j" 14 Guy Anchor
Compacted Subgrods Ught Pole
COL�EGE 5TATION, 81FA205 COUNTY, TEXAS
Power Pole
SUBM17TED APRIL 18, 2002
TYEICAL e&EMENT SECTION
fir A- 71 0 Sewer Manhole
h4� rHAEL 0 Storm Drain Manhole
Street Sign
REVISLE'D 0Cr019f_R J, 2002
SCALE. 1 30'
32740 J a Telephone Pedestal
%I' 0,4� ',it d*
(Section complies with minimum
City of College Station
tt
standars) 0 Voizon Manhole
Applicant SitelCivil Engineer:
Water Motor
St. Mary's Catholic Center McClure Enginesiring, Inc.
Water Volvo
103 Nagle Strost 1008 Wooldereek Dir., Suite 103
Prop. Handicapped Parking Sign
Mls
Colls Station TX 77840 College Station, Texas 77845
(979ra46-57 7 (979) 893-38M
4
01
7
'4'
rmet ly "
she RaMoiaf t
Vol. 477, Pg. 1
Zoned AV -.J
X . 234386.1
Y - 3700/5
f
Lot 1 -i R@ pldt
The ROrn . rt tN� -Z
Z^
G=27705'40"
R =188.97'
L =89.36'
R =188.97'
Lzi89.51 '
T *45.61'
=N 6135'16" W
88 68
X . 254326.49
° 29 28
Y 37001 .51
D
M m°°' of 3'32 Alum
i
wntt eskd Dan* Wad
fM1W WW Screen- Prtntd
= PARKING
* ~ Y. C°l°
ni
Colors:
Lgand I B orde r - (user
l
a sue
Remove Curb 1
f
Lot 1 -i R@ pldt
The ROrn . rt tN� -Z
Z^
G=27705'40"
R =188.97'
L =89.36'
R =188.97'
Lzi89.51 '
T *45.61'
=N 6135'16" W
88 68
X . 254326.49
° 29 28
Y 37001 .51
D
M m°°' of 3'32 Alum
i
wntt eskd Dan* Wad
fM1W WW Screen- Prtntd
= PARKING
* ~ Y. C°l°
ni
Colors:
Lgand I B orde r - (user
l
a sue
-
V
'
f
Lot 1 -i R@ pldt
The ROrn . rt tN� -Z
Z^
G=27705'40"
R =188.97'
L =89.36'
R =188.97'
Lzi89.51 '
T *45.61'
=N 6135'16" W
88 68
Ex. Troneformer
35.00'
27' BC-BC
I
I
Scale: I" - 30'
b 38 "RCP
f
Ex, Power Polo I
1
Exit Lanes
X . 254748.65
Y . 388745,9
I
y.. 6• Flex Bose 1 1A H.M.A.C.
Prop. Junction Box
._ .- --T- S 4138'54 W
' 111.00'
2�.
I �nk
eriG An
fi t 9fY
Zo 1. 8Z e d I'1�
n
!C
Begin Nsw Curb,
X - 234674.41 '
Y - 36966J.39
/ ,a •.
I
/ f'/
• l
Relocate Ex.
Traffic Sign
a.
�i
Constriction
2.5'
1.25'
4" Thick Concrete w/
#3 O 12" O.C.E.W. -
J3' r 1' Todown
SECTION A -A
EXPANSION JOINTS O 60' O.C.
CONTRACTION JOINTS O 20' O.C.
SIGN INSTALLATION NOTES:
1. All signs shall be posted on 8' -6 ". 2 -3/8" outside
diameter Galvanized Steel Pipe Signposts that weigh
two (2) pounds per linear foot. These signposts shall
be placed a minimum of 2.5 to 3.0 feet into the ground
in a dug or drifted one -foot diameter hole. The sign-
post shall be placed vertically plumb in the center of
the We and secured with a minimum of two (2) socks
of sockcrets. The concrete mix shall be hand tamped
as necessary.
2. The signs shall be installed so that the bottom of each sign
shall be at least four (4) feet above the ground at the base
of the signpost or above an adjacent trovelway. All traffic
signposts sholl be Installed 24 inches from the trovelway.
Handicapped P Signs sholl be installed 12" from the
Trovelwoy or k. b
3. The hardware used to attach the signs to the signposts shall
be the same as that currently used by the City of College Statoin.
STRIPING NOTES:
1. Contractor shall be responsible for the "layout" of the
striping plan in the field and stripe as shown on this
sheet. Ail markings shall be white.
2. All point, glass beads and application rotes shall conform
to Tx00T item 666, Reflectorized Pavement Markings, Type II
Marking Materials.
3. All Parking Space Limit Lines shall be solid white lines 6"
wide.
4. All morking /striping shall conform to current specifications
of the Texas Monuol on Uniform Traffic Control Devices and
the TEXA$ ACCESS16q,JTY STANDARDS (TAS) of the Architectural
1 Texas vi) fr om h e
8orrlert Act ArtivM 11 OZ p Statutes o t
x . zest u
i
J
Texas Department of Lkonsin and Regulation
_
4
m,...• -
�.
2 1 1 3' ><+1. tti 1. tEy 1 t6 1 �*,.."' ,.. ._ Y # # 1 I ♦, 1 tt " ,..
`
�. • .,: � -: n�' v.. .. a w. ,.. •:., . s .:. ,: ,v� .. -., .. .... • �r � �267 � YV
✓ +y) � ♦ .. .k { ..... - r ,..... 'M. - rte !. r ..f: ... ..... .
, .e a
s^
._ :�, .. ... ,.S :,. e: .. .. 5'. ,. - . - ,. ... � .... ... ,. !s :.., ...' '. .. a (•
t.
L
te" 114.57
/`�v� ;: ., -.. ,. . e. , ,b 5, ; _ ,.. .r:. .. d1 : €. „ x S. ', .. _ ... ... ,. .. i '� 'r ,,v .� •`. ` {� �" - 7_: .�ktY.�
4" 24..E 24::•:. �. #�; �+ ,.. .; _ � 3s �3� >� k -, . ��., xu>
x. {� v r
,
I
,
, ,, z �5 t1 ' zr •s -•,'i
"
W of,� " •
„ • . ,. -. - .r .;: r r : ^ � � �,,, , . ,,
Relocate Ex.
7 K -'
n
_t
Traffic Y
r S�qn
1 t Y
•
t
a.
' '�
h :
1�
T' tt 1 1
�, � e Iz >r 1>A x >1: re r u t. ,. .. �: m s 4 a � �
.
t
�y� n
P b.
g � '
,
-
v '
r,
a
1
P Aii t J
i
1111111". Meter ,
1 '
O �� ! "r..rr .rte. •-r,." r..rH, ��. •ro "w i,-r M� �� s .- .�... ie_ " t ' •_ 1 xkn Sir
Y . a4e2 1t O O.H. Line 2: Conc overhang S+ioltt"°Jlkt P t 0' P.Ii.E. X` 4
-
�� 4 r -+"K +w( , ': 'SMW+!l ,,.., g-. • 74i+e 'wi.i+ ¢,;::.•. '.ever'' 0 .err....,w.. ,... .+.., - ,. yrr ..M ' ..
:.: •,•-, .< rw -•... �. +rx:a .�+t•+yt..es '.�rtc :•iii. -f'•. -
_ r ` _. - - �. Remove Ex. c oncrete t - I
I Remove Ex. Conareb t
New 6' Co refs Sidewalk contruct New cwt, /outtw 1 SW" P w
e' croeaN w
c 1 Construct a Conueta Apron < Romps ' N 47'47'04 W New 6' Concrete Sidewalk I x . 254488.26
+s � 24 O.C. N09' /e Si/i9et 441.85 � Y - 269531.H
I J0' R. O. W. J7' AWOk* PoWnelnt f
o s' Wkle
(
Adv. PW.
.. _. z. - - - - - - -
- sac c !t
z.
-
If in. 1 - - Sidew - - - -
w k Pod X" Si R») - , 0 T P rop. 101 P .U.E . T
"'T_
Lot 8 I Lot 9 1 Lot 10 I Lot 11 ' Lot 12 I Lot 1J 1 Lot 14 i
i
1 1 1 St. Catholic" Chcltch
V Lots 1 -14, AV=* 1 1
rzonod ,� I
LINE TABLE
LINE BEARING DISTANCE
L1 N 85'33'01' E 60.37'
L2 S 88'20'58" W 54.26'
L3 S 4T10'28* W 63.30'
B.C. - a.C.
Soo Plan 12•
6" Cr
6
Compacted Subgrode
TYPICAL PAVEMENT SECTION
(Section couples with minimum City of College Station standars)
NTS
REVIEWED FOR CO G Vi T fON
COMPLIANCE ZOO ENGINEERING
GC i 0 9 2002 'S Legend
CUlLE46 (UN ltrq� , Existing Ground Contour
DEVElDP#� S£AIIICES - e
- e � - e y` Existing Sewer Line w/ size
w/L Existing Water Line w/ size
-•-- 0 Pipe Fence w/ Cable
Overhead Electrical Line
- //-- /�- //-- /✓� - /�- Wood Fence
O Existing Trees
• Ballard
0 Electrical Manhole
-6 Fire Hydrant
o Gas Meter
�P�•" + "�. +� � �- Guy Anchor
>a Light Pole
" • Power Pole
0 Sewer Manhole
O Storm Groin Manhole
Mt!:;ftI :r4.Lrt
i
Street Sign
st•+e e• . s ,.. • .
i � : �< • Telephone Pedestal
® Verizon Manhole
_ «. ...�Y • Water Meter
Water *11"
Prop. Hondkopped Parking Sign
2 .
2-
1
2
.o
8•
30 .
° 29 28
27
D
M m°°' of 3'32 Alum
i
wntt eskd Dan* Wad
fM1W WW Screen- Prtntd
= PARKING
* ~ Y. C°l°
ni
Colors:
Lgand I B orde r - (user
a sue
F
Z 1
h
Ex. Troneformer
35.00'
27' BC-BC
I
I
Scale: I" - 30'
b 38 "RCP
f
Ex, Power Polo I
1
Exit Lanes
X . 254748.65
Y . 388745,9
I
y.. 6• Flex Bose 1 1A H.M.A.C.
Prop. Junction Box
._ .- --T- S 4138'54 W
' 111.00'
2�.
I �nk
eriG An
fi t 9fY
Zo 1. 8Z e d I'1�
n
!C
Begin Nsw Curb,
X - 234674.41 '
Y - 36966J.39
/ ,a •.
I
/ f'/
• l
Relocate Ex.
Traffic Sign
a.
�i
Constriction
2.5'
1.25'
4" Thick Concrete w/
#3 O 12" O.C.E.W. -
J3' r 1' Todown
SECTION A -A
EXPANSION JOINTS O 60' O.C.
CONTRACTION JOINTS O 20' O.C.
SIGN INSTALLATION NOTES:
1. All signs shall be posted on 8' -6 ". 2 -3/8" outside
diameter Galvanized Steel Pipe Signposts that weigh
two (2) pounds per linear foot. These signposts shall
be placed a minimum of 2.5 to 3.0 feet into the ground
in a dug or drifted one -foot diameter hole. The sign-
post shall be placed vertically plumb in the center of
the We and secured with a minimum of two (2) socks
of sockcrets. The concrete mix shall be hand tamped
as necessary.
2. The signs shall be installed so that the bottom of each sign
shall be at least four (4) feet above the ground at the base
of the signpost or above an adjacent trovelway. All traffic
signposts sholl be Installed 24 inches from the trovelway.
Handicapped P Signs sholl be installed 12" from the
Trovelwoy or k. b
3. The hardware used to attach the signs to the signposts shall
be the same as that currently used by the City of College Statoin.
STRIPING NOTES:
1. Contractor shall be responsible for the "layout" of the
striping plan in the field and stripe as shown on this
sheet. Ail markings shall be white.
2. All point, glass beads and application rotes shall conform
to Tx00T item 666, Reflectorized Pavement Markings, Type II
Marking Materials.
3. All Parking Space Limit Lines shall be solid white lines 6"
wide.
4. All morking /striping shall conform to current specifications
of the Texas Monuol on Uniform Traffic Control Devices and
the TEXA$ ACCESS16q,JTY STANDARDS (TAS) of the Architectural
1 Texas vi) fr om h e
8orrlert Act ArtivM 11 OZ p Statutes o t
x . zest u
i
J
Texas Department of Lkonsin and Regulation
_
4
m,...• -
�.
2 1 1 3' ><+1. tti 1. tEy 1 t6 1 �*,.."' ,.. ._ Y # # 1 I ♦, 1 tt " ,..
`
�. • .,: � -: n�' v.. .. a w. ,.. •:., . s .:. ,: ,v� .. -., .. .... • �r � �267 � YV
✓ +y) � ♦ .. .k { ..... - r ,..... 'M. - rte !. r ..f: ... ..... .
, .e a
s^
._ :�, .. ... ,.S :,. e: .. .. 5'. ,. - . - ,. ... � .... ... ,. !s :.., ...' '. .. a (•
t.
L
te" 114.57
/`�v� ;: ., -.. ,. . e. , ,b 5, ; _ ,.. .r:. .. d1 : €. „ x S. ', .. _ ... ... ,. .. i '� 'r ,,v .� •`. ` {� �" - 7_: .�ktY.�
4" 24..E 24::•:. �. #�; �+ ,.. .; _ � 3s �3� >� k -, . ��., xu>
x. {� v r
,
I
,
, ,, z �5 t1 ' zr •s -•,'i
"
W of,� " •
„ • . ,. -. - .r .;: r r : ^ � � �,,, , . ,,
Relocate Ex.
7 K -'
n
_t
Traffic Y
r S�qn
1 t Y
•
t
a.
' '�
h :
1�
T' tt 1 1
�, � e Iz >r 1>A x >1: re r u t. ,. .. �: m s 4 a � �
.
t
�y� n
P b.
g � '
,
-
v '
r,
a
1
P Aii t J
i
1111111". Meter ,
1 '
O �� ! "r..rr .rte. •-r,." r..rH, ��. •ro "w i,-r M� �� s .- .�... ie_ " t ' •_ 1 xkn Sir
Y . a4e2 1t O O.H. Line 2: Conc overhang S+ioltt"°Jlkt P t 0' P.Ii.E. X` 4
-
�� 4 r -+"K +w( , ': 'SMW+!l ,,.., g-. • 74i+e 'wi.i+ ¢,;::.•. '.ever'' 0 .err....,w.. ,... .+.., - ,. yrr ..M ' ..
:.: •,•-, .< rw -•... �. +rx:a .�+t•+yt..es '.�rtc :•iii. -f'•. -
_ r ` _. - - �. Remove Ex. c oncrete t - I
I Remove Ex. Conareb t
New 6' Co refs Sidewalk contruct New cwt, /outtw 1 SW" P w
e' croeaN w
c 1 Construct a Conueta Apron < Romps ' N 47'47'04 W New 6' Concrete Sidewalk I x . 254488.26
+s � 24 O.C. N09' /e Si/i9et 441.85 � Y - 269531.H
I J0' R. O. W. J7' AWOk* PoWnelnt f
o s' Wkle
(
Adv. PW.
.. _. z. - - - - - - -
- sac c !t
z.
-
If in. 1 - - Sidew - - - -
w k Pod X" Si R») - , 0 T P rop. 101 P .U.E . T
"'T_
Lot 8 I Lot 9 1 Lot 10 I Lot 11 ' Lot 12 I Lot 1J 1 Lot 14 i
i
1 1 1 St. Catholic" Chcltch
V Lots 1 -14, AV=* 1 1
rzonod ,� I
LINE TABLE
LINE BEARING DISTANCE
L1 N 85'33'01' E 60.37'
L2 S 88'20'58" W 54.26'
L3 S 4T10'28* W 63.30'
B.C. - a.C.
Soo Plan 12•
6" Cr
6
Compacted Subgrode
TYPICAL PAVEMENT SECTION
(Section couples with minimum City of College Station standars)
NTS
REVIEWED FOR CO G Vi T fON
COMPLIANCE ZOO ENGINEERING
GC i 0 9 2002 'S Legend
CUlLE46 (UN ltrq� , Existing Ground Contour
DEVElDP#� S£AIIICES - e
- e � - e y` Existing Sewer Line w/ size
w/L Existing Water Line w/ size
-•-- 0 Pipe Fence w/ Cable
Overhead Electrical Line
- //-- /�- //-- /✓� - /�- Wood Fence
O Existing Trees
• Ballard
0 Electrical Manhole
-6 Fire Hydrant
o Gas Meter
�P�•" + "�. +� � �- Guy Anchor
>a Light Pole
" • Power Pole
0 Sewer Manhole
O Storm Groin Manhole
Mt!:;ftI :r4.Lrt
i
Street Sign
st•+e e• . s ,.. • .
i � : �< • Telephone Pedestal
® Verizon Manhole
_ «. ...�Y • Water Meter
Water *11"
Prop. Hondkopped Parking Sign
2 .
2-
1
2
.o
8•
VAN
ACCESSIBLE
Galvanized
Sign Post
2 LLs. Per tR.
(Pkenb)
I' • , •
GENERAL NOTES
1. This property is currently in "Sub -District NG-2.
Commercial Northgate" of the Northgote Zoning
District. According to the Ordinance there ore
no minimum setback lines imposed unless a structure
higher than SO feet Is placed on the property•, in
which case a 25' setback from the public right -of-
way is required. (See City of College Station
Ordinance No. 1638 for more detail.)
2. Proposed Use: Parking Lot
3. Parking Analysis:
Parking Spaces Required- 0
Parking Spaces Provided- 274
Total Spaces Available- Za
4. According to the Flood Insurance Rote Maps for
Brazos County, Texas and Incorporated Areas Map No.
48041CO144C, effective July 2, 1992. this property Is
not located in a 100 -yeor flood hazard area.
SITE PLAN I
3.185 ACRE
PARKING AREA
LOT 2--R
THE RAMPARTS REPLA T
J.E. SCOTT LEAGUE, A -50
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SUBMITTED APRIL 18, 2002
REVISED O
��
[- TOBER
r^ 3, 2002
SME:• 1 s - .JO
Aoolicant: Site /Civil Engineer
St. Mary's Catholic Center McClure Engineering, Inc.
103 Nagle Street 1008 Woodcreek Or., Suite 103
Cole Station. TX 77840 College Station, Texas 77845
(979x846 -5717 (9799 693 -383a
i
REVIEWED FOR
COMPLIANCE
Lot d=27V18 21 "
d"
1}' IUD. (1YP)
RESERV
D
M m°°' of 3'32 Alum
i
wntt eskd Dan* Wad
fM1W WW Screen- Prtntd
= PARKING
* ~ Y. C°l°
Colors:
Lgand I B orde r - (user
a sue
VAN
ACCESSIBLE
Galvanized
Sign Post
2 LLs. Per tR.
(Pkenb)
I' • , •
GENERAL NOTES
1. This property is currently in "Sub -District NG-2.
Commercial Northgate" of the Northgote Zoning
District. According to the Ordinance there ore
no minimum setback lines imposed unless a structure
higher than SO feet Is placed on the property•, in
which case a 25' setback from the public right -of-
way is required. (See City of College Station
Ordinance No. 1638 for more detail.)
2. Proposed Use: Parking Lot
3. Parking Analysis:
Parking Spaces Required- 0
Parking Spaces Provided- 274
Total Spaces Available- Za
4. According to the Flood Insurance Rote Maps for
Brazos County, Texas and Incorporated Areas Map No.
48041CO144C, effective July 2, 1992. this property Is
not located in a 100 -yeor flood hazard area.
SITE PLAN I
3.185 ACRE
PARKING AREA
LOT 2--R
THE RAMPARTS REPLA T
J.E. SCOTT LEAGUE, A -50
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SUBMITTED APRIL 18, 2002
REVISED O
��
[- TOBER
r^ 3, 2002
SME:• 1 s - .JO
Aoolicant: Site /Civil Engineer
St. Mary's Catholic Center McClure Engineering, Inc.
103 Nagle Street 1008 Woodcreek Or., Suite 103
Cole Station. TX 77840 College Station, Texas 77845
(979x846 -5717 (9799 693 -383a
i
REVIEWED FOR
COMPLIANCE
Lot d=27V18 21 "
s= "
A
rMet 79"
The Rwrworts
Vol 477, Pg. 1
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,6=27V5'40" � L �t89.51 '
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L =89.36' 8868
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R e m ove Ex. C t P -
III
Remove Ex. Concrete
1
rap• 8 CroawoMc f ,I /1�
New 6 Cor j rote Sid ewalk kt New Cwt /buNer t Skdewolk 4s N Construct ReNlforeed Concrete Apron t Romps 47 Y
n W New 6' Concrete Sidewalk x - 254489.26
24" O.C. Nag le StIvet 441.85' Y - 269531.59
SO' R «O.W, N 37' As~ Pov menl
Adr. Pod. " 6' MRde (TYP)
t -xu+q Sign - ,,,.' mss. _, ,_. �.., r , _w.. _ _ :. ,.�.: -.;. c - - - - Cl - -
�_. i �« >
• 1st. 1 cone Side walk
_ T 1 P E
IIe►� ..
_
Ped Xinls s349n (TYD) r � � P�fgp r 0
Lot 8 l Lot 9 i Lot 10 I Lot 11 I Lot 12 I Lot 1J I Lot 14 ►' -
I 3 I I I St. �1aty s Catholic C. Uh, l:h;1' ;
O Lots 1 -14, Mbck J
l V � i
I I j roubsr Addirron ' t
{ ( zoned W- r I 11
1 1 i 1
- - e WA Exmating Water Une w/ size
LINE
uNE M&F
BEARING
Pipe Fence w/ Cable
DISTANCE
E
-
L1
I Remo" Curt
Motoh Exietinq
X - 254326.49 Gutter Grodr
Y - 37001 .51 }
e
L2
S 68'20'59"
W
54.26'
b
L3
S 4Z10'28*
W
4 � W
• �A �....... ,.(•
tt
Light Pole
,.,�.
Power Pole
f r
0
Sewer Manhole
►+ �r� - se �.t R �,A^f`L1 1 ��
K
Storm Drain Manhole
lip
... ...
n
IT
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e
Telephone Pedestal
4
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0
t
X , I
t:
Lot 1 -R Rep lot
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tr Zo ne
'*'-- &i1tin9
G=2 7W 21 "
R= 186t 97'
,6=27V5'40" � L �t89.51 '
T45.61'
R =188.97 yd. =N 6135'16 a ' W
L =89.36' 8868
I:
Ex. Transformer i
35.00' v ' t
27' 8C -Bc
I
t
Scale: 1" - 30'
0 56. RCP
4 '4- Ex. Power Poke I
I
Exit Lones
X - 254748.85
Y - 369745.9
i I
i
y-6' Flex Boa f 1)j H.M.A.C.
f
r Prop. Junction Box
S 415854 W
' 111.00'
1 won Bak
I; t M''e
�'� 1 13Z LNG S1
Zone
4 I
Begin New Curt /Gutter Construction
t
X - 254674.41 '
Y - 369663.39
1
t � �
Relocate Ex.
Troffic Sign
r
I AP
Aw2672 05
fi R=24& 95'
L=114 57'
I T =58.32'
Chd. =S 55'0957" W
113.56
o Reboot* Ex.
Trofflc Sign t
c . :.�..: :- � ' -• _ . - ti ., ... a .,.. r :. .. ,w .. ..:. -. .. -.. -., ,' .t ' � -•. .> - - '. rye .
A I
+_:�• 3�,. .. _. ...� ,... .N't ..,,. ,,, "'z� -,tidy"
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r.
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r
71
A
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Meter , tie
a
s :
¢ c
' z
X .254,61,02 ' d •H. line 2' cone. OwrWnq °" 5 S101lMRO/k9 J 4 �1 Ady. Ped. i "
Y - 369 e26.48 P 1 U.E. 0' P e
. `� Xing Sign
,. _._• »a....•
x
-- o _ _ - -r* . i'" T •� -- a +r» a r
6 .. _,.. "..e� ..+�.. '+, ..r..
r u..r•...:.y....:. �., . __ .. ..:.,.... ,X..: �.�,., .. ^... > -., .:. v _.: v:..:•..° r" rwlwi... w.... w:. i�+ �.. w+t.. an .,,v+a.w.t,.- > +!�c7�s':•a+r�' X'_+r �._,r,-. `.+m;�.s ... - r>a. a- :,ha..:� .
R e m ove Ex. C t P -
III
Remove Ex. Concrete
1
rap• 8 CroawoMc f ,I /1�
New 6 Cor j rote Sid ewalk kt New Cwt /buNer t Skdewolk 4s N Construct ReNlforeed Concrete Apron t Romps 47 Y
n W New 6' Concrete Sidewalk x - 254489.26
24" O.C. Nag le StIvet 441.85' Y - 269531.59
SO' R «O.W, N 37' As~ Pov menl
Adr. Pod. " 6' MRde (TYP)
t -xu+q Sign - ,,,.' mss. _, ,_. �.., r , _w.. _ _ :. ,.�.: -.;. c - - - - Cl - -
�_. i �« >
• 1st. 1 cone Side walk
_ T 1 P E
IIe►� ..
_
Ped Xinls s349n (TYD) r � � P�fgp r 0
Lot 8 l Lot 9 i Lot 10 I Lot 11 I Lot 12 I Lot 1J I Lot 14 ►' -
I 3 I I I St. �1aty s Catholic C. Uh, l:h;1' ;
O Lots 1 -14, Mbck J
l V � i
I I j roubsr Addirron ' t
{ ( zoned W- r I 11
1 1 i 1
B.C. - B.C.
1 Y
See Plan --
Type 2 Curb
1 %" HMAC Type 1 Curb varies
6" Crushed Limestone Base or
6" Cement Stabilized Bose
Compacted Subgrods
_TYPICAL PAVEMENT SECTION
(Section complies with minimum City of College Station stondors)
2.5'
1.25•
4" Thick Concrete w/
#3 O 12" O.C.E.W.
s , 1' Tosbwn
SECTION A -A
EXPANSION JOINTS O 60' O.C.
CONTRACTION JOINTS O 20' O.C.
SIGN INSTALLATION NOTES:
1. All signs sholl be posted on 8' -6 ", 2 -3/8" outside
diameter Galvanized Steel Pipe Signposts that weigh
two (2) pounds per linear foot. These signposts shall
be placed a minimum of 2.5 to 3.0 feet into the ground
in a dug or drilled one -foot diameter hot *. The sign-
post shall be placed vertically plumb in the center of
the hate and secured with a minimum of two (2) socks
of sockcrete. The concrete mix shall be hand tamped
as necessary.
2. The signs sholl be installed so that the bottom of each sign
sholl be at least four (4) feet above the ground at the base
of the signpost or above an adjacent trovelwoy. All traffic
signposts shall be installed 24 inches from the trovelway.
Handicapped PorkkV Signs shall be installed 12" from the
Trovelwoy or sidewalk.
3. The hardware used to attach the signs to the signposts shall
be the some as that currently used by the City of College Statoin.
STRIPING NOTES:
1. Contractor shall be responsible for the 'layout" of the
striping pion in the field and stripe as shown on this
sheet. AN mornings shall be white.
2. All paint, gloss beads and application rates shall conform
to Tx0OT Item 686, Reflectorized Pavement Markings, Type 11
Marking Materials.
3. All Parking Space Limit Lines shall be solid white lines 6'
wide.
4. All marking /striping shall conform to current specifications
of the Texas Momtml on Uniform Traffic Control Devices and
the TEXAS ACCESSINLITY STANDARDS (TAS) of the Architectural
Barriers Apt (Ardds 9102. Texas CIQ Statutes) from the
Texas Department of Licensing and Regulation.
F 1 1/2"
T.i
1 24"
TYPE 'T' CURB DETAIL
x s
10 r
�,<. , ,z. "fir °x #I�Yr• '�..'.
REVIEWED F
COMPLIANCE �
0C 0 9 2002 'S•
REVIEWED FOR
COMPLIANCE
T 9
L OO &M INEE ING N
le
1Yj" RAO. (rY*)
signs modo of 3/32• Mm.
W,h Soled Enomd IMfbotlw
nnioh WW Screen Pllnbod
A n Ai fw . Coors
Spend 1 Borde - Grow
ekr.
oodwoww
*0 Od"Mnd
feel sign Pool
2 We. Per
(Plunb) R•
Fb*m 9 W clods
GENERAL NOTES
1. This property is currently in "Sub - District NG -2,
Commerciol Northgate" of the Northgate Zoning
District. According to the Ordinance there ore
no minimum setback lines imposed unless o structure
higher than 50 feet is placed on the property, in
which case a 25' setback from the public right -of-
way is required. (See City of College Station
Ordinance No. 1638 for more detait.)
2. Proposed Use: Parking Lot
3. Parking Analysis:
Parking Spaces Required- 0
Parkin Spaces Provided- 274
Total Spaces Available- Z4
4• According to the Flood Insurance Rate Maps for
Brazos County. Texas and Incorporated Areas Map No.
48041CO144C. effective July 2. 1992, this property is
not located in a 100 -year flood hazard area.
SITE PLAN
3 ACRE
n t C0LLEGESTATION ** Existing Ground Contour
)EVELOPMENT SENCES - 'A - - • Existing Sewer Line w/ size
)/_1
•. C r
- - e WA Exmating Water Une w/ size
LINE
uNE M&F
BEARING
Pipe Fence w/ Cable
DISTANCE
E
E Overhead Electrical Line
L1
N 8533'01"
E
60.57'
e
L2
S 68'20'59"
W
54.26'
b
L3
S 4Z10'28*
W
63.30'
• �A �....... ,.(•
tt
Light Pole
+
Power Pole
f r
0
Sewer Manhole
►+ �r� - se �.t R �,A^f`L1 1 ��
Storm Drain Manhole
lip
... ...
n
IT
��)`�t) >
e
Telephone Pedestal
4
WN
Verizon Manhole
Water Meter
r
Water Volve
B.C. - B.C.
1 Y
See Plan --
Type 2 Curb
1 %" HMAC Type 1 Curb varies
6" Crushed Limestone Base or
6" Cement Stabilized Bose
Compacted Subgrods
_TYPICAL PAVEMENT SECTION
(Section complies with minimum City of College Station stondors)
2.5'
1.25•
4" Thick Concrete w/
#3 O 12" O.C.E.W.
s , 1' Tosbwn
SECTION A -A
EXPANSION JOINTS O 60' O.C.
CONTRACTION JOINTS O 20' O.C.
SIGN INSTALLATION NOTES:
1. All signs sholl be posted on 8' -6 ", 2 -3/8" outside
diameter Galvanized Steel Pipe Signposts that weigh
two (2) pounds per linear foot. These signposts shall
be placed a minimum of 2.5 to 3.0 feet into the ground
in a dug or drilled one -foot diameter hot *. The sign-
post shall be placed vertically plumb in the center of
the hate and secured with a minimum of two (2) socks
of sockcrete. The concrete mix shall be hand tamped
as necessary.
2. The signs sholl be installed so that the bottom of each sign
sholl be at least four (4) feet above the ground at the base
of the signpost or above an adjacent trovelwoy. All traffic
signposts shall be installed 24 inches from the trovelway.
Handicapped PorkkV Signs shall be installed 12" from the
Trovelwoy or sidewalk.
3. The hardware used to attach the signs to the signposts shall
be the some as that currently used by the City of College Statoin.
STRIPING NOTES:
1. Contractor shall be responsible for the 'layout" of the
striping pion in the field and stripe as shown on this
sheet. AN mornings shall be white.
2. All paint, gloss beads and application rates shall conform
to Tx0OT Item 686, Reflectorized Pavement Markings, Type 11
Marking Materials.
3. All Parking Space Limit Lines shall be solid white lines 6'
wide.
4. All marking /striping shall conform to current specifications
of the Texas Momtml on Uniform Traffic Control Devices and
the TEXAS ACCESSINLITY STANDARDS (TAS) of the Architectural
Barriers Apt (Ardds 9102. Texas CIQ Statutes) from the
Texas Department of Licensing and Regulation.
F 1 1/2"
T.i
1 24"
TYPE 'T' CURB DETAIL
x s
10 r
�,<. , ,z. "fir °x #I�Yr• '�..'.
REVIEWED F
COMPLIANCE �
0C 0 9 2002 'S•
REVIEWED FOR
COMPLIANCE
T 9
L OO &M INEE ING N
le
1Yj" RAO. (rY*)
signs modo of 3/32• Mm.
W,h Soled Enomd IMfbotlw
nnioh WW Screen Pllnbod
A n Ai fw . Coors
Spend 1 Borde - Grow
ekr.
oodwoww
*0 Od"Mnd
feel sign Pool
2 We. Per
(Plunb) R•
Fb*m 9 W clods
GENERAL NOTES
1. This property is currently in "Sub - District NG -2,
Commerciol Northgate" of the Northgate Zoning
District. According to the Ordinance there ore
no minimum setback lines imposed unless o structure
higher than 50 feet is placed on the property, in
which case a 25' setback from the public right -of-
way is required. (See City of College Station
Ordinance No. 1638 for more detait.)
2. Proposed Use: Parking Lot
3. Parking Analysis:
Parking Spaces Required- 0
Parkin Spaces Provided- 274
Total Spaces Available- Z4
4• According to the Flood Insurance Rate Maps for
Brazos County. Texas and Incorporated Areas Map No.
48041CO144C. effective July 2. 1992, this property is
not located in a 100 -year flood hazard area.
SITE PLAN
3 ACRE
n t C0LLEGESTATION ** Existing Ground Contour
)EVELOPMENT SENCES - 'A - - • Existing Sewer Line w/ size
)/_1
•. C r
PARKING A REA
LOT 2 -R
THE RAMPARTS REPLA T
J E. SCOTT LEAGUE, A-50
COLLEGE STATION, 8RA20S COUNTY, TEXAS
SUBMITTED APRIL 18, 2002
REVISED OCTOBER 3, 2002
SC I' - JO
6gglica Site /Civil Engineer:
St. Mary's Catholic Center McClure Engineering, Inc.
103 Nagle Street 1008 Woodcreek Dr.. Suite 103
Col Station. TX 77840 College Station, Texas 77845
(9 79846-5717 (979) 693 -3838
0
HMDIWPED PARKIN
- - e WA Exmating Water Une w/ size
-�- a -
-a---
Pipe Fence w/ Cable
E
E
E Overhead Electrical Line
Wood Fence
Q
Existing Trees
e
Bollard
0
Electrical Manhole
b
Fin Hydrant
t r 4 t.
o
F-
Gas Meter
Guy Anchor
• �A �....... ,.(•
tt
Light Pole
+
Power Pole
w
0
Sewer Manhole
►+ �r� - se �.t R �,A^f`L1 1 ��
Storm Drain Manhole
y
i
Street Sign
��)`�t) >
e
Telephone Pedestal
4
®
Verizon Manhole
Water Meter
r
Water Volve
Prop. Handicapped Parking Sign
PARKING A REA
LOT 2 -R
THE RAMPARTS REPLA T
J E. SCOTT LEAGUE, A-50
COLLEGE STATION, 8RA20S COUNTY, TEXAS
SUBMITTED APRIL 18, 2002
REVISED OCTOBER 3, 2002
SC I' - JO
6gglica Site /Civil Engineer:
St. Mary's Catholic Center McClure Engineering, Inc.
103 Nagle Street 1008 Woodcreek Dr.. Suite 103
Col Station. TX 77840 College Station, Texas 77845
(9 79846-5717 (979) 693 -3838
0
HMDIWPED PARKIN
_.,,
g
i�i
X - 254386.88
Y - 37001 & 1
J
�k Fie
f - �/
X.
Y .
1
r,
,r
,r
X27775'40"
R =188.97'
L =89.36'
A=27`08 ?1 "
R= 188 97'
L -489.51'
Tz�45.61'
=N 6116 "w
Mt 68
oo
1
h�
s
>r
f
5
,1t
` Y
l�.
4 �d
r -
"
z
S4
2
F rf
f
k
r
B. C. - a. C. 12 is
See Plan
Type 2 Curb
I " HMAC Type 1 Curb
Varies
6` Crushed Limestone Base
Compoctev Subgrade
TYPICAL PNEMENT SEUON
(Section coxviles with minimum City Of College Station standards)
r i
,
w
:L
'4
.. s.
., - .• .. � der ` .... .... .,
e
lur 27
•: ae ,ate tO'
w . x
,
: r
r
y
q
` 4
f
s M
,6=2622'05"
' R =24& 95'
-1 T
L
)4 5
f
r
4 .aT'•- �
'Ad
3 I
P
x t a
a
a
h
z£
s f w
T Slot 32 "
�., � � •. u �� �� � cad. =S 55179 57 w
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a
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•y d,•
3.56
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v
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Adv. Pat i
X - 254161.02 0 O.FI. Elio. "Line Pr P. .... X,r,q Sign
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4— — 0 _. _. — _ — — — _ C Ex 4 SNUooN#� _ e _ 9 `'" .... Q 8F W � �, .• _ _� J..
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AMI Ex. co"Wite ftiO�M IIiM ''
Conetruot New Curb /Gutter t Sidewalk CreMraart t cat"b ratted CMrOwta AP surds i X - 254499.26
45* Y - 299531.99
� 24" O.C. �/a t � ,1
I >`C 50' R.O• W. 37' AVAo Rt Pbwvnent
c. 6' wide (TYP)
Adv, Pod - _ _ . _ _ , . - __- ---------
I _ Ex ist. 10' Cane. sd.. alk - _ - - - - - - - - - - - - - _ _ - /
P.d. king Sign (TYP) -- j T T .P 1 0 P.U.E T 7 z
I I Lot 8 ' Lot 9 V I Lot 10 ' Lot 11 ' Lot 11 I Lot 13 I Lot 14
j ,,
'St Mo/y S Cot�lG � ,
Ir
L1/�E JABLE Lots 1 -14,
i /' rou/bd'r Ad W*
Od!
LINE BEARING DISTANCE I y w i I I i` '' I Zoned M: -1
Lt N 83'33'01" E 60.57' I O
L2 S 68'20 W 54.26' V
L3 S 42 W 63.30' b
rruct T"
rho Ramparts
W. 477, Pg. 145
Zoned NG -3
Lot I nca mot
00 Rory . 14,2
Md
r ating
��
I Scale: 1 " 30'
o
i
Ex. Transformer 3 6 RC I
�e Ex. Power Poll I
Exit Lanes
� A►{ I I
- 234748.63
Y - 369745.9 I
Poanerd 10 be Removed
ti t Replaced
Inlet
. Prop. Junction am
etude 1
goo
' p First we N�'�'
O 0 I 3 RG,2
sib I,J ' � s
1 0 M
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X - 254674.41
Y - 369663.39
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SIGN INSTALLATION NOTES:
1. All signs shall be posted on 8' -6 2 -3/8" outside
diameter Gohranized Steel Pipe Signposts that weigh
two (2) pounde per Brow foot. These signposts shall
- be- pleood o mirumurn of 2.5 to 3.0 feat- into the ground
in a dug or drilled one -foot diameter hole. The sign-
post shall be placed vertically plumb in the center of
the hole and secured with a rninirnum of two (2) socks
of sackerets. The concrete mix shall be hand tamped
as necessary.
2. The signs shall be installed so that the bottom of each sign
shall be at least four (4) feet above the ground at the base
of the signpost or above on adjacent trovelwoy. AN traffic
signposts shall be installed 24 inches from the trovelway.
Hondioopped PodckV Signs shall be installed 12" from the
Trove" or sidewalk.
3. The hardw used to attach the signs to the signposts shall
be the some as that currently used by the City of College Stotoin.
STRIPING NOTES:
1. Contractor shall be responsible for the • loyout" of the
striping pion in the field and stripe as shown on this
sheet. AN markings shall be white.
2. Al point. glop beads and application rotes shall conform
to TxDOT (tern 666. Reflectorized Pavement Markings. Type 11
Marking Materials.
3. All Parking Space Limit Lines shall be solid white lines 6'
wide.
4. Al marking /sWwoq shall conform to current specifications
of the Texas Manual on Uniform Traffic Control Devices and
the TEXAS ACCESSIBILITY STANDARDS (TAS) of the Architectural
Barriers Act [Article 9102, Texas Civil Statutes] from the
Texas Department of Licensing and Reguk>Ition.
6
-- -15"
♦
1/4 R 1
N
T.
24"
"
RESERV D
PARKING
1
II I .
6
A sklewalk Grad.
1 / 2 ' 2
TYPE "1" CURB DETAIL
I SITE PLAN I
6"
N
I 24" I
TYPE "2" CURB DETAIL
(SPILL CURB)
NTS
m �
to
GENERAL NOTES
1. This property Is currently In "Sub - District NG
ComlttsfcteN Noi!'' o� *4 'Trial Nerth4ote Yont'rilg
District. According to the Ordinance there are
no minimum[ setback lines Imposed unless a structure
higher than 50 feet is placed on the property in
which case a 25' setback from the public right-
way"veIs required. (See City of College Station
Ordinance No. 1638 for more detail.)
2. Proposed Use: Parking Lot
x 3. Parking Analysis:
Parking Spaces Requlred- 0
! Parking Spaces Provided- 274
Total Spaces Available- 2M
4. According to the Flood insurance Rate Maps for
I Brazos County, Texas and Incorporated Areas Map No.
I 48041CO144C, effective July 2. 1992, this property is
not located In a 100 -year flood hazard area.
4A"
3.IB5 ACRE
PARKING AREA
LOT 2 —R
THE RAMPARTS REPLA T
J. E. SCOTT LEAGUE, A —50
COLLEGE STATION, BRAZOS COUNTY, TEXAS
MARCH 18, 2002
e eeficant: Site &ivii Engineer:
St. Mary's Catholic Center McC1urEngineering. Inc.
103 Nagle Street 10IN'`W oodereok Dr., Suite 103
College Station. TX 77840 C~ Station. Texas 77845
Ulo ho" (W9) 6465717 (979 693 -3838
0115- sp.dwq 4V
4'
1}" 00. OW)
:r of 3/32" Allan.
Fbdoh as Sors.rr - rare w
rr"n far Dwaei tp. color.
Ara As "M ,
I"" t Bod - Orem
�W Blue
VAN
ACCESSIBLE
I j
oakrora:�
Part
2 tb. Ft
(PMrrss)
Vicinity Mop
_ Existing Ground
-
— e an — —
s avL Existing Sewer Li
— —a w/L Existing Water
—e — Pipe Fence w/
—--- • —• —o
E E
E Overhead Elec
—11L-1 Wood Fence
0
Existing Tes
•
Ballard
O
������i�
all
Electrical Manhole
Fire Hydrant '
e
GOO Meter
F-
Guy Anchor
x
Light Polo
+
Power Pose
Sower Manhole
O
Storm Drain Manhole
i
Street
a
Telephone Pedestal
®
Verizon Manhole
a
Water Meter
■
Water Volvo
-
Prop. lbridioappsd Parking Sign
m �
to
GENERAL NOTES
1. This property Is currently In "Sub - District NG
ComlttsfcteN Noi!'' o� *4 'Trial Nerth4ote Yont'rilg
District. According to the Ordinance there are
no minimum[ setback lines Imposed unless a structure
higher than 50 feet is placed on the property in
which case a 25' setback from the public right-
way"veIs required. (See City of College Station
Ordinance No. 1638 for more detail.)
2. Proposed Use: Parking Lot
x 3. Parking Analysis:
Parking Spaces Requlred- 0
! Parking Spaces Provided- 274
Total Spaces Available- 2M
4. According to the Flood insurance Rate Maps for
I Brazos County, Texas and Incorporated Areas Map No.
I 48041CO144C, effective July 2. 1992, this property is
not located In a 100 -year flood hazard area.
4A"
3.IB5 ACRE
PARKING AREA
LOT 2 —R
THE RAMPARTS REPLA T
J. E. SCOTT LEAGUE, A —50
COLLEGE STATION, BRAZOS COUNTY, TEXAS
MARCH 18, 2002
e eeficant: Site &ivii Engineer:
St. Mary's Catholic Center McC1urEngineering. Inc.
103 Nagle Street 10IN'`W oodereok Dr., Suite 103
College Station. TX 77840 C~ Station. Texas 77845
Ulo ho" (W9) 6465717 (979 693 -3838
0115- sp.dwq 4V
4'
1}" 00. OW)
:r of 3/32" Allan.
Fbdoh as Sors.rr - rare w
rr"n far Dwaei tp. color.
Ara As "M ,
I"" t Bod - Orem
�W Blue
VAN
ACCESSIBLE
I j
oakrora:�
Part
2 tb. Ft
(PMrrss)
Vicinity Mop
•
Landscape point calculation
Site area — 3.18 acres =138, 520 sq. f t.
138,520 — 138.52 138.52x30= 4,155 p ts. requ ired
1,000
DO NOT USE ORANGE 2 "posts, 6' o.c.
1!
PLASTIC FENCING_,,o � ./
Chain link fence '
4' h t.
Diameter to be
equal or greater
than dripline of tree
TREE BARRICADE DETAIL
- -140 Asian jasmine
4" pots,18 "o.c.
AKS, 30 GAL. 40'0. Q.
•
•
•
•
•
X20 Asl jasm in e
4" pots,18 "o. O.C.
M • �
f • •
•
•
- -140 Asian jasmine
4" pots,18 "o.c.
AKS, 30 GAL. 40'0. Q.
•
•
•
•
•
X20 Asl jasm in e
4" pots,18 "o. O.C.
i
450 Asian jasmine
4" pots,18 "o.c.
19
3,330 Asian jasmine
4 "pots,18'�c. (370
•
r
6 Yaupon,15 gai.(2 per island)
0 20 40 60
O
SCALE IN BEET
Add 2 "topsoil
and St.Augustine sod
(Brick pattern)
90 Asian jasmine
4 "pots, "o.c.
•
existing
Remove all Arizona ash
NAGLE ST.
STREETSCAPE POINT CALCULATION
Street frontage =755 If. 755 -65 =710 lin.ft. 710- 90'(site triangle distances) =620
620 = 32' =19 canopy trees required along Church & Nagle streets
5 Quercus virgihiana (existing on Nagle st.) Live oak 4' -8" 200 1,000
17 Quercus virginiana Live oak 2-1/4"-2-1/2" cal. 30 gal 150 2550
O 5 Quercus virgihiana (existing on Church st.) Live oak 4' - -8" 35 175
TOTAL =3,725
BOTANICAL NAME COMMON NAME SIZE PTS.EA. PTS.
Q 6 Ilex vomitoria Yaupon(treeform 15gal.1 /4 " -1 /2 "multi trunk 40 240
4) 150 Nandina domestica compact Compact nandin 5 gal. 10 1,500
4910Trachelospermum asiaticum Asian jasmine 4" pots 0 0
24 Pyrus calleryana Bradford Pear 2-1/4"-2-1/2" cal.,30gal 150 3600
13 Quercus nigra Water oak 2- 1/4'- 2 - -1/2" cal. 30 gal 150 1950
TOTAL 7290 PTS.
1 r, ,
30 GAL.
230
- n 1
q pots, In o. c.
sian jasmine
X18 o. c.
90 Asian las i e ,,.•:,
4 "pots,18 "o. c. '•`
•
1 A r, I
to s4
2'wide,4 "this
I
q
270 Asian jam in e
• f
07%'
•
• • • • .
t
f
J
5 Existing
Live Oaks
6 -8 "cal.
Install fencing
min.of 18 dram
'-7 Existing
Live Oaks
to be removed
or transplanted
im it of sod
7 Live Oaks
30 gal 35' O.C.
5 Existing
Live Oaks
4 " -6 "cal.
Remove
10 Existing
Arizona ash
Steel edging,1 /8 "x4"
' U
,�P, • • ,-1•,
...............
PETER B.VANECEK
••.!•r••••••••.
602 o :v
E A
-
00
-�-) cn
Q) • �+ °
x
U i °'
Q) C) o
o
U 1
• W �' I
M U C
W " U O V/
Q) c
Ln
� s
U
�Ln
0
z a
a
w
a�
�a
H
DATE: Dec.16 01
DWN.BY PBV
REVISIONS:
April l ~ 2
SHEET:
1
15n (.nmnnr.t Nnndinn
•
•
450 Asian jasmine
4" pots,18 "o.c.
19
3,330 Asian jasmine
4 "pots,18'�c. (370
•
r
6 Yaupon,15 gai.(2 per island)
0 20 40 60
O
SCALE IN BEET
Add 2 "topsoil
and St.Augustine sod
(Brick pattern)
90 Asian jasmine
4 "pots, "o.c.
•
existing
Remove all Arizona ash
NAGLE ST.
STREETSCAPE POINT CALCULATION
Street frontage =755 If. 755 -65 =710 lin.ft. 710- 90'(site triangle distances) =620
620 = 32' =19 canopy trees required along Church & Nagle streets
5 Quercus virgihiana (existing on Nagle st.) Live oak 4' -8" 200 1,000
17 Quercus virginiana Live oak 2-1/4"-2-1/2" cal. 30 gal 150 2550
O 5 Quercus virgihiana (existing on Church st.) Live oak 4' - -8" 35 175
TOTAL =3,725
BOTANICAL NAME COMMON NAME SIZE PTS.EA. PTS.
Q 6 Ilex vomitoria Yaupon(treeform 15gal.1 /4 " -1 /2 "multi trunk 40 240
4) 150 Nandina domestica compact Compact nandin 5 gal. 10 1,500
4910Trachelospermum asiaticum Asian jasmine 4" pots 0 0
24 Pyrus calleryana Bradford Pear 2-1/4"-2-1/2" cal.,30gal 150 3600
13 Quercus nigra Water oak 2- 1/4'- 2 - -1/2" cal. 30 gal 150 1950
TOTAL 7290 PTS.
1 r, ,
30 GAL.
230
- n 1
q pots, In o. c.
sian jasmine
X18 o. c.
90 Asian las i e ,,.•:,
4 "pots,18 "o. c. '•`
•
1 A r, I
to s4
2'wide,4 "this
I
q
270 Asian jam in e
• f
07%'
•
• • • • .
t
f
J
5 Existing
Live Oaks
6 -8 "cal.
Install fencing
min.of 18 dram
'-7 Existing
Live Oaks
to be removed
or transplanted
im it of sod
7 Live Oaks
30 gal 35' O.C.
5 Existing
Live Oaks
4 " -6 "cal.
Remove
10 Existing
Arizona ash
Steel edging,1 /8 "x4"
' U
,�P, • • ,-1•,
...............
PETER B.VANECEK
••.!•r••••••••.
602 o :v
E A
-
00
-�-) cn
Q) • �+ °
x
U i °'
Q) C) o
o
U 1
• W �' I
M U C
W " U O V/
Q) c
Ln
� s
U
�Ln
0
z a
a
w
a�
�a
H
DATE: Dec.16 01
DWN.BY PBV
REVISIONS:
April l ~ 2
SHEET:
1
15n (.nmnnr.t Nnndinn
6 Yaupon,15 gai.(2 per island)
0 20 40 60
O
SCALE IN BEET
Add 2 "topsoil
and St.Augustine sod
(Brick pattern)
90 Asian jasmine
4 "pots, "o.c.
•
existing
Remove all Arizona ash
NAGLE ST.
STREETSCAPE POINT CALCULATION
Street frontage =755 If. 755 -65 =710 lin.ft. 710- 90'(site triangle distances) =620
620 = 32' =19 canopy trees required along Church & Nagle streets
5 Quercus virgihiana (existing on Nagle st.) Live oak 4' -8" 200 1,000
17 Quercus virginiana Live oak 2-1/4"-2-1/2" cal. 30 gal 150 2550
O 5 Quercus virgihiana (existing on Church st.) Live oak 4' - -8" 35 175
TOTAL =3,725
BOTANICAL NAME COMMON NAME SIZE PTS.EA. PTS.
Q 6 Ilex vomitoria Yaupon(treeform 15gal.1 /4 " -1 /2 "multi trunk 40 240
4) 150 Nandina domestica compact Compact nandin 5 gal. 10 1,500
4910Trachelospermum asiaticum Asian jasmine 4" pots 0 0
24 Pyrus calleryana Bradford Pear 2-1/4"-2-1/2" cal.,30gal 150 3600
13 Quercus nigra Water oak 2- 1/4'- 2 - -1/2" cal. 30 gal 150 1950
TOTAL 7290 PTS.
1 r, ,
30 GAL.
230
- n 1
q pots, In o. c.
sian jasmine
X18 o. c.
90 Asian las i e ,,.•:,
4 "pots,18 "o. c. '•`
•
1 A r, I
to s4
2'wide,4 "this
I
q
270 Asian jam in e
• f
07%'
•
• • • • .
t
f
J
5 Existing
Live Oaks
6 -8 "cal.
Install fencing
min.of 18 dram
'-7 Existing
Live Oaks
to be removed
or transplanted
im it of sod
7 Live Oaks
30 gal 35' O.C.
5 Existing
Live Oaks
4 " -6 "cal.
Remove
10 Existing
Arizona ash
Steel edging,1 /8 "x4"
' U
,�P, • • ,-1•,
...............
PETER B.VANECEK
••.!•r••••••••.
602 o :v
E A
-
00
-�-) cn
Q) • �+ °
x
U i °'
Q) C) o
o
U 1
• W �' I
M U C
W " U O V/
Q) c
Ln
� s
U
�Ln
0
z a
a
w
a�
�a
H
DATE: Dec.16 01
DWN.BY PBV
REVISIONS:
April l ~ 2
SHEET:
1
15n (.nmnnr.t Nnndinn
BOTANICAL NAME COMMON NAME SIZE PTS.EA. PTS.
Q 6 Ilex vomitoria Yaupon(treeform 15gal.1 /4 " -1 /2 "multi trunk 40 240
4) 150 Nandina domestica compact Compact nandin 5 gal. 10 1,500
4910Trachelospermum asiaticum Asian jasmine 4" pots 0 0
24 Pyrus calleryana Bradford Pear 2-1/4"-2-1/2" cal.,30gal 150 3600
13 Quercus nigra Water oak 2- 1/4'- 2 - -1/2" cal. 30 gal 150 1950
TOTAL 7290 PTS.
1 r, ,
30 GAL.
230
- n 1
q pots, In o. c.
sian jasmine
X18 o. c.
90 Asian las i e ,,.•:,
4 "pots,18 "o. c. '•`
•
1 A r, I
to s4
2'wide,4 "this
I
q
270 Asian jam in e
• f
07%'
•
• • • • .
t
f
J
5 Existing
Live Oaks
6 -8 "cal.
Install fencing
min.of 18 dram
'-7 Existing
Live Oaks
to be removed
or transplanted
im it of sod
7 Live Oaks
30 gal 35' O.C.
5 Existing
Live Oaks
4 " -6 "cal.
Remove
10 Existing
Arizona ash
Steel edging,1 /8 "x4"
' U
,�P, • • ,-1•,
...............
PETER B.VANECEK
••.!•r••••••••.
602 o :v
E A
-
00
-�-) cn
Q) • �+ °
x
U i °'
Q) C) o
o
U 1
• W �' I
M U C
W " U O V/
Q) c
Ln
� s
U
�Ln
0
z a
a
w
a�
�a
H
DATE: Dec.16 01
DWN.BY PBV
REVISIONS:
April l ~ 2
SHEET:
1
15n (.nmnnr.t Nnndinn
1 r, ,
30 GAL.
230
- n 1
q pots, In o. c.
sian jasmine
X18 o. c.
90 Asian las i e ,,.•:,
4 "pots,18 "o. c. '•`
•
1 A r, I
to s4
2'wide,4 "this
I
q
270 Asian jam in e
• f
07%'
•
• • • • .
t
f
J
5 Existing
Live Oaks
6 -8 "cal.
Install fencing
min.of 18 dram
'-7 Existing
Live Oaks
to be removed
or transplanted
im it of sod
7 Live Oaks
30 gal 35' O.C.
5 Existing
Live Oaks
4 " -6 "cal.
Remove
10 Existing
Arizona ash
Steel edging,1 /8 "x4"
' U
,�P, • • ,-1•,
...............
PETER B.VANECEK
••.!•r••••••••.
602 o :v
E A
-
00
-�-) cn
Q) • �+ °
x
U i °'
Q) C) o
o
U 1
• W �' I
M U C
W " U O V/
Q) c
Ln
� s
U
�Ln
0
z a
a
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a�
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H
DATE: Dec.16 01
DWN.BY PBV
REVISIONS:
April l ~ 2
SHEET:
1
15n (.nmnnr.t Nnndinn
1 A r, I
to s4
2'wide,4 "this
I
q
270 Asian jam in e
• f
07%'
•
• • • • .
t
f
J
5 Existing
Live Oaks
6 -8 "cal.
Install fencing
min.of 18 dram
'-7 Existing
Live Oaks
to be removed
or transplanted
im it of sod
7 Live Oaks
30 gal 35' O.C.
5 Existing
Live Oaks
4 " -6 "cal.
Remove
10 Existing
Arizona ash
Steel edging,1 /8 "x4"
' U
,�P, • • ,-1•,
...............
PETER B.VANECEK
••.!•r••••••••.
602 o :v
E A
-
00
-�-) cn
Q) • �+ °
x
U i °'
Q) C) o
o
U 1
• W �' I
M U C
W " U O V/
Q) c
Ln
� s
U
�Ln
0
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a
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a�
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H
DATE: Dec.16 01
DWN.BY PBV
REVISIONS:
April l ~ 2
SHEET:
1
15n (.nmnnr.t Nnndinn
0
z a
a
w
a�
�a
H
DATE: Dec.16 01
DWN.BY PBV
REVISIONS:
April l ~ 2
SHEET:
1
15n (.nmnnr.t Nnndinn
DATE: Dec.16 01
DWN.BY PBV
REVISIONS:
April l ~ 2
SHEET:
1
15n (.nmnnr.t Nnndinn
Chain link fence
4' h t.,
Diameter to be ,
equat'o'r greater
than dripline of tree
TREE BARRICADE
D DETAIL
WATER OAKS,30 GAL.40
• . .-. .
s
•
+
2-20 Asi jasmine
4" pots,18 "0. c.
4 1"1--,
jasmine
4 "pot s,1
c. (370
BOTANICAL NAME
COMMON NAME
SIZE
P TS. EA. PTS.
O
6 Ilex vo mito r i a
Youpon(treeform
15gat.1 /4 " -1 /2 "multi trunk
40
240
0
150 Nandina domestica compactoCompact
nandinc
5 gal.
10
1,500
4910Trachelos ermum asiaticum
P
24 Pyrus calleryana
Asian jasmine
Bradford Pear
4" pots
0
'
0
�w•r �
2-1/4"-2-1/2" cal.,30gal
150
3600
-044 16
VJK
13 Quercus nigra
Water oak
2- 1/4'- 2 -1/2" cal. 30 9 al
150
1950
TOTAL
7290
PTS.
Chain link fence
4' h t.,
Diameter to be ,
equat'o'r greater
than dripline of tree
TREE BARRICADE
D DETAIL
WATER OAKS,30 GAL.40
• . .-. .
s
•
+
2-20 Asi jasmine
4" pots,18 "0. c.
4 1"1--,
15Q Coer►.{�act, Nandina.
E � 5 gal. 3'o.c.
10x40'planter,9 total)
a
Seed
h
e mud
� r
270 Asian jasmine
r ic
_+ pots, I b O.C.
230 sian jasmine
4 pots 1 o. c.
• •
•
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I I :��
t - r
•
.
5 Existing
Ll ve Oaks
6--8 "cal.
Install fencing
min.of 18 dram
_`-7 Existing
Ll ve Oaks
to be removed
or - transplanted
11
imit of sod
7 Live Oaks
30 gal. 35' O.C.
24 BRADFORD l=�Eq
Remove
30 GAL 90 Asian L04i_ 10 Existing
Arizona ash
..
4 "pots,18 "o.c.
�# r
jasmine
4 "pot s,1
c. (370
i
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-044 16
• • •
a- e:
•
• ♦ � i
a
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ir••
15Q Coer►.{�act, Nandina.
E � 5 gal. 3'o.c.
10x40'planter,9 total)
a
Seed
h
e mud
� r
270 Asian jasmine
r ic
_+ pots, I b O.C.
230 sian jasmine
4 pots 1 o. c.
• •
•
+ **•• V • •
I I :��
t - r
•
.
5 Existing
Ll ve Oaks
6--8 "cal.
Install fencing
min.of 18 dram
_`-7 Existing
Ll ve Oaks
to be removed
or - transplanted
11
imit of sod
7 Live Oaks
30 gal. 35' O.C.
24 BRADFORD l=�Eq
Remove
30 GAL 90 Asian L04i_ 10 Existing
Arizona ash
..
4 "pots,18 "o.c.
�# r
Steel edging,1 /8»x4„
L J i
"
'
, •�.. ,'.A °' K` i.: ?dF - • �.'.`i,
h, S I l s m
a
� ne e
11 LIVE 0A " . 3{�GA .�~ 4„ 2w th
KS
• pots, 8 O. c. =
. c-:
•• l .
1
tt •
d... a
emove existing
µ;
Live oak .
Colored,stamped concrete 5 Existing
Add 2 "topsoil Brick attern NA Live Oaks
( P ) GLE ST.
ond.
St. Augustine s -od
all Arizona ash 4 " -6" cal.
0 0 40 60
STREETSCAPE POINT CALCULATION
Street frontage =755 If. 755= - 55=710 lin.ft. 710- 90'(site triangle distances )=620 or r
620 32' =19 canopy trees required along Church & Nagle streets
SCALE IN FE E T 5 Quercus virgihiona (existing on Nagle st.) Live oak 4'--8" 200 1,000 � •:�.
17 Quercus virginiano Live oak 2-- 1/4"-- 2 --1/2" cal. 30 gal 150 2550 PETER SNANECEK
Quercus vir ihiano (existing on Church st. Live oak 4'--8" r• 6C}2 •
9 ( 9 ) 35 175 �•,�, y
TOTAL =3,725 �s'•, /STO- .','``
G', . A lt
1
3,330 Asian
jasmine
4 "pot s,1
c. (370
i
.,•,••
• • i
�w•r �
�
• • •
a- e:
•
• ♦ � i
a
Steel edging,1 /8»x4„
L J i
"
'
, •�.. ,'.A °' K` i.: ?dF - • �.'.`i,
h, S I l s m
a
� ne e
11 LIVE 0A " . 3{�GA .�~ 4„ 2w th
KS
• pots, 8 O. c. =
. c-:
•• l .
1
tt •
d... a
emove existing
µ;
Live oak .
Colored,stamped concrete 5 Existing
Add 2 "topsoil Brick attern NA Live Oaks
( P ) GLE ST.
ond.
St. Augustine s -od
all Arizona ash 4 " -6" cal.
0 0 40 60
STREETSCAPE POINT CALCULATION
Street frontage =755 If. 755= - 55=710 lin.ft. 710- 90'(site triangle distances )=620 or r
620 32' =19 canopy trees required along Church & Nagle streets
SCALE IN FE E T 5 Quercus virgihiona (existing on Nagle st.) Live oak 4'--8" 200 1,000 � •:�.
17 Quercus virginiano Live oak 2-- 1/4"-- 2 --1/2" cal. 30 gal 150 2550 PETER SNANECEK
Quercus vir ihiano (existing on Church st. Live oak 4'--8" r• 6C}2 •
9 ( 9 ) 35 175 �•,�, y
TOTAL =3,725 �s'•, /STO- .','``
G', . A lt
1
3,330 Asian
jasmine
4 "pot s,1
c. (370
i
.,•,••
• • i
�w•r �
�
• • •
a- e:
• ♦ � i
���
ir••
Steel edging,1 /8»x4„
L J i
"
'
, •�.. ,'.A °' K` i.: ?dF - • �.'.`i,
h, S I l s m
a
� ne e
11 LIVE 0A " . 3{�GA .�~ 4„ 2w th
KS
• pots, 8 O. c. =
. c-:
•• l .
1
tt •
d... a
emove existing
µ;
Live oak .
Colored,stamped concrete 5 Existing
Add 2 "topsoil Brick attern NA Live Oaks
( P ) GLE ST.
ond.
St. Augustine s -od
all Arizona ash 4 " -6" cal.
0 0 40 60
STREETSCAPE POINT CALCULATION
Street frontage =755 If. 755= - 55=710 lin.ft. 710- 90'(site triangle distances )=620 or r
620 32' =19 canopy trees required along Church & Nagle streets
SCALE IN FE E T 5 Quercus virgihiona (existing on Nagle st.) Live oak 4'--8" 200 1,000 � •:�.
17 Quercus virginiano Live oak 2-- 1/4"-- 2 --1/2" cal. 30 gal 150 2550 PETER SNANECEK
Quercus vir ihiano (existing on Church st. Live oak 4'--8" r• 6C}2 •
9 ( 9 ) 35 175 �•,�, y
TOTAL =3,725 �s'•, /STO- .','``
G', . A lt
1
3,330 Asian
jasmine
4 "pot s,1
c. (370
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