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across from the East comer of property fronting Krenek Tap
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10" S.S.
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Line
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relocated ( Phase 4) --
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( N.T.S.
I I { I GENERAL CONSTRUCTION NOTES:
��- I CD \ I I
- { � ••.� e I 1. It shall be the responsibility of the Contractor to verify the exact location of
Contractor shall contact all utility company representatives a minimum of 48 he
77- e I _ --2
{ ca f j a. Contact Dig Tess @ 1�f00- 3445377 ell- b. Contact Kean Register at Oncor, Tel: 774-2501
[DP i / DIP r { 1 c. Contact Mike Lavender at Cox Cable, Tel: 846 -2229
`.. ) - 2. All construction shall be in accordance with the current City of College Stal
City of College Station Water and Sewer Specifications. All inspection on publ
City Engineer of College Station. All construction shall be coordinated with the
.. -------- ------ - -- -- ---- ..... - - -- -- - - - - -- 3. In lieu of using i
the cons materials Indi
249
. 1.'
4 s R a
:
O Iron 8 �'- - E n,3(n ear for any tra ctor " �"�• '- `'� """-" � Fl E HY i -- __.. ,.. ,,. a fi respo e en n re e
` I I ubstitution Requests for changes should include pro duct in
P
col ctor s h II be fl dally respo Ibl f or th ngln ti spe vi colt
` 1 Fou d I N 42'31'48" I I requests.
' %s_� 60.00' ( 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standen
---�,
rec uirements, see Trench Safety sheet for details.
Q \ 5 u, III 17 01 1 X
-' 1 -__ _ 5. TRENCHING AND BACKFILLING: The backfilling of all trenches within st
eu I 1 I I I I 0 1, B 10 c 1 { III stabilized sand placed to within 6" of pavement subgrade. The bacicfllling of al
O
h o e n i x d'd i t i o n- i rq.s e One ( asao achieve 85 percent Modified Proctor Density. All bacldilling shall be betH
J I I I moisture content Testing shall be provided by a certified laboratory at the Ow
B SAVIOR E N GJ CA L ( du: to substandard work shall be at the expense of the Contractor. Structural
T'
-' H ERN H U R C H OF COLLEGE TkTI O N 1 I I 1 ex! and 5 beyond the curb lines of all streets, alleys and parking areas.
\. -� �', �? ti ,,.ems ', ,X.::• r - - -- -- - �" 1 N ": i I ( X 682/775 ( �\ 6. It is the responsibility of the contractor to comply with all State and Federal
ear ;7izE -d overhead power Imes Additionally, the actor
on a con co ordina te a
to
- I
I �
I
�i
dditi contractor
i cfl m ti
n I 4�
! Fn I
' I _ � -1 ZO
��r DP 1 ;; ^
- cp O •, � 7. • rare a contradiilior between plans and fic spec ations ur, occ :;ie plans„
• 2
,/� •. - n N 4'30 E '2' 8. �
6. All materials and labc.r not identified as a Separate Bid Item shall be consid
Cn
9. The Contractor must provide construction staking from the information rm
�- -r -T _ (( I 171 C Q' 1 / 1 10; Trees to be protected are shown here in and shall be fully protected prior t
( o r+ �\ I b 11. All soil exposed by construction shall receive Solid St Augustine Sod.
r - I ( I �� fi '�� �' 13; Trenches may be left n overnight If ro eri barricaded.
14 14, All paint and glass beads used shall conform to TxDOT Standard S cificat
r 3 D i `, A- ddit I f {r Pe
\ i '' kk 15 The CONTRACTOR f a p p ropriate traffic control P Ir
Phoen
m 0
`° ,! x " �. >' required to maintain ana PPP
e c� z �(' coidorm to the guidelines in the contrail documents and those contained in the
%'s - �'
'` - -- Pha 0 n e -,• 16: Handicap Ram uirements of the Current Texas)
2� A . s Ps shall comply P y with all re9
l %� - . '' FUTURE LOT i Q { 17. Contractor shall Install 2 -4" Grey Schedule 40 PVC conduits as shown, 4f
y I p p ` /.. / I I I 18, Structural fill (under pvmt, building pad, sidewalks) shall be compacted to 9:
I- - I I 1.00 ACRE TR,T
°, ( ~' "'�• N { I cp \ I I I 19: Fire Walls: All exterior walls and required interior walls shall be sheathed M
`",F_ROM 9.143 A ES /
. _ t
1 ' r P / (p S / \ r r
ag th o f J I I 2516 1 16 1 I I S1 1E PLAN NOTES:
me t\ \ I i �'� 1. Name of Project:WaterwoodCondominiums
N o
2. ''Legal Description: Lots 1 & 2, E & M Jones Farm Place
3. 'Owner: Jim Stewart
N nd t • m . \ l I 1 4200 Woodland Park Court
' I
_
�, / -. -� "_ __ _ _ Fn I 7.5' Side - •� �\ - I Arlington, Texas 76013
41'.7 - 2'
10 Of)' o _ _�_ -_ - _ __ Ro ` N ( x Bldg Setback 429 -8664
�, -- �, { I (817) 994 -4663
r
�Q
�` ` 5 � ( 817
Fou d o� 1 ---Ex. - 20' Easement- - - - -- - -- -- ,� - \ 1 - I - ( >
- - - - -- - -- - -- - - J - E ngineer 204
�? s 4' Mitchell & Morgan, L L P
--
:- _ Col University Drive East, Suite
! Texas 77840
42' 15 W - 185.2Q' =� - - =- -� - a- - - o -' r` - - - _ - - - - - - - - - - - -
�. .._._ � ,\`i I College Station, T
- - - - -� - - - -' (970 260 6963
<� 0
TO EXISTING
DRIVEWAY J _
- - (60' ROW) Easement Proposed Use: Condominiums
-__ ------ �'------- s -r = ° = ml. __ -__ ?_ _1K_= Q�. QO- Zoning:
° R -4
- _ ' I II S 42'31'50" W - 518.41 -� 15 Public Utility �f'' - L'�- '` -?� -
______-- _.- __ -` - - -- 6: E�dsting Use: Vacant
Bldg. Fr Setback I I %( K R E N E K TAP RLA� ', r _ -' ��" i 7. Setbacks: Per City of College Station Ordinances
8. Site Area: 13.72 acres
1'Z , ~' " -- -37 274- ' � „ �' 2 T�
- -- - - - - - - - -- - _____� =_- T =_ _ _ = __ = == __- _
' ° ^74 - -- -�-_� 9. i'roject Information: PH I: 27 units
8 -WL 8_WL 8 -WL ___ a -wL _- =- - -a -wL - - - -- - - - - -- - - - - - -- `� - - - - - - �._ _- PH II- A:3units
- - - - _ - -- - - - WL _ _ 8 - WL 8 - WL 8,w� 8 -WL PH II-B: 22 units
l - - - - - - - - PROP. - - e_wL a -wL PH IIL 22 units
tV.EWAY _ �' -� PH IV: 35 units
PH V: 69 units
No portion of this site lies within the 100 - year floodplain per FEMA's Flood lnsu
i,� - _ I ��` ; Y. I I � I 4� pa ie148041 C0144C.
Oo� itnpni� n e�dn
d.lt BIGHT) 390.13 DRIVE ADJACENT LEFT I J CD
1316.34'
Phase III Phase IV Phase V Phase V
m N to
DO I > a > ii > IL 0
r G�
O O I L L • I ❑
a_
> n y n a
s N V L m a-
-C a a-
a �-�
I_ Phase I I I -
I U v
� U'" Ll IJ ❑ � a
Phase I Phase I
Eff jcdve date: July 2, 1992.
OPPOSITE LEFT)
(A
REV] EW'ED FOR
CITY OF COLLEGE STATION O il �,� I COMPLIANCE
' ( `+ CENTRAL PARK
MAR ' O 5 2004
COLLEGE STATION
de
Addresses OEVELO N 1 SERVICES
1001 Krenek Tap Road
Parking Legend Phase II-A
Parking Spaces Required: 1 Space per Bedroom =12 Spaces.
Parking Spaces Provided: 28 spaces
Phase I Phase 11-A Phase III Phase IV ((
V
Phase V Parking Legend All Phases r
1 - 7 units 4x3b + 3x4b = 24 bedrooms 17 - 3 its 3x4b - 12 bedrooms 9 7 units 4x3b + 3x4b = 24 bedrooms 12 - 7 units 4x3b + 3x4b = 24 bedrooms 18 - 7 units 4x3b + 3x4b = 24 bedrooms Parking Spaces Required: 1 Space per Bedroom = 609 Spaces.
units 2 - 6 units 4x3b + 2x4b = 20 bedrooms 19 - 5 units 3x3b + 2x4b -17 bedrooms Parking Spaces S aces Provided: 661 aces
3 - 7 units 4x3b + 3x4b = 24 bedrooms 3 units / 12 bedrooms 10 - 7 units 4x3 b + 3x4b = 24 bedrooms 20 - 7 units 4x3b + 3x4b = 24 bedrooms
13 - 5 units 3x3b + 2x4b =17 bedrooms -
11 - 8 units 5x3b + 3x4b = 27 bedrooms 14 -. 7 units 4x3b + 3x4b = 24 bedrooms
4 - 7 units 4x3b + 3x4 b = 24 bedrooms 21- 8 units 5x3b + 3x4b = 27 bedrooms
22 units/ 75 bedrooms 15 - 8 units 5x3b + 3x4b = 27 bedrooms 22 _ 8 units 5x3b + 3x4b = 27 bedrooms Density Legend
27 units / 92 bedrooms Phase II-B 16 - 8 units 5x3b + 3x4b = 27 bedrooms 23 - 7 units 4x3b + 3x4b = 24 bedrooms
5 - 6 units 4x3b + 2x4b = 20 bedrooms 35 units 1119 bedrooms 24 - 5 units 3x3b + 2x4b =17 bedrooms 18 its / Density units on 13 . 97 acres
units
6 - 3 units 3x4b =12 bedrooms 25 - 7 units 4x3b + 3x4b = 24 bedrooms 7 units / 1 13 3.72 acres = 1122.its get acre , U111W
7 - 6 units 4x3b + 2x4b = 20 bedrooms 26 - 7 units 4x3b + 3x4b = 24 bedrooms Allowable Density =16, units/ acre * 13.72 acres = 220 units
8 - 7 units 4x3b + 3x4b = 24 bedrooms 27 - 8 units 5x3b + 3x4b = 27 bedrooms
22 -+,, / 76 bedrooms 69 units / 235 bedrooms Parking Spaces Required By Phase 7 I/
Phase Plan
1 i 1 I WINDSOR POINTE APARTMENTS
wl S S�INIG 3� D V60N - �NIE62 R4 -ZONED Scale:
RO BE R B. FL N Iron 1 inch = 60 feet
-- 7.5' Side
2� PI ILL; P_RiN 7381 Bld Setback Found - - - -- _- - - - - -- - - -- - �. -= �_ - -__
- - - - -
° ss
-ss - , ,o -ss ,
N 42'2 1'1 E -�•,2 4.23 ' _ -- '---- zfi, - - -- � en P�9-5 a�-- ss �---� -
4
-
20' Rear ---- - - - - -- - - - ---- - 4�_ L.� _ �4 - - - -- ...... - - -- .... - } .----- --- - - -.N- 41.5:4 �� - --
------ ---------
• } Bldg. Setback ~'' I I ��ti�`_
" -I- - L1-4D s \ I J 2 25
V
1/2" Iron � 7 7U 7U 7u
Found �� j\ ; I �..._ - L.�_r �____. • - -- f (' I +---- -` •---- . �• -_ -- --•-
Phase I: Parking Spaces Required: 92 Spaces.
Parking Spaces Provided: 103 Spaces
Phase II: Parking Spaces Required : 88 Spaces.
Parking Spaces Provided: 172 Spaces
Phase III: Parking Spaces Required: 75 Spaces.
Parking Spaces Provided: Provided in Phase II
Phase IV: Parking Spaces Required: 119 Spaces..
Parking Spaces Provided: 130 Spaces
Phase V: Parking Spaces Required: 235 Spaces.
Parking Spaces Provided: 256 Spaces
_-i
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. ' ,o -ss
>
on `
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N
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1
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15' Front
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Bldg. Setback
eu . { - 8u - 23 \ (-� I I VICINITY MAI
7 0'- - - - - - - -- -._ ;�..,, I - ��- 7 U `. ''> I I I {
( N.T.S.
I I { I GENERAL CONSTRUCTION NOTES:
��- I CD \ I I
- { � ••.� e I 1. It shall be the responsibility of the Contractor to verify the exact location of
Contractor shall contact all utility company representatives a minimum of 48 he
77- e I _ --2
{ ca f j a. Contact Dig Tess @ 1�f00- 3445377 ell- b. Contact Kean Register at Oncor, Tel: 774-2501
[DP i / DIP r { 1 c. Contact Mike Lavender at Cox Cable, Tel: 846 -2229
`.. ) - 2. All construction shall be in accordance with the current City of College Stal
City of College Station Water and Sewer Specifications. All inspection on publ
City Engineer of College Station. All construction shall be coordinated with the
.. -------- ------ - -- -- ---- ..... - - -- -- - - - - -- 3. In lieu of using i
the cons materials Indi
249
. 1.'
4 s R a
:
O Iron 8 �'- - E n,3(n ear for any tra ctor " �"�• '- `'� """-" � Fl E HY i -- __.. ,.. ,,. a fi respo e en n re e
` I I ubstitution Requests for changes should include pro duct in
P
col ctor s h II be fl dally respo Ibl f or th ngln ti spe vi colt
` 1 Fou d I N 42'31'48" I I requests.
' %s_� 60.00' ( 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standen
---�,
rec uirements, see Trench Safety sheet for details.
Q \ 5 u, III 17 01 1 X
-' 1 -__ _ 5. TRENCHING AND BACKFILLING: The backfilling of all trenches within st
eu I 1 I I I I 0 1, B 10 c 1 { III stabilized sand placed to within 6" of pavement subgrade. The bacicfllling of al
O
h o e n i x d'd i t i o n- i rq.s e One ( asao achieve 85 percent Modified Proctor Density. All bacldilling shall be betH
J I I I moisture content Testing shall be provided by a certified laboratory at the Ow
B SAVIOR E N GJ CA L ( du: to substandard work shall be at the expense of the Contractor. Structural
T'
-' H ERN H U R C H OF COLLEGE TkTI O N 1 I I 1 ex! and 5 beyond the curb lines of all streets, alleys and parking areas.
\. -� �', �? ti ,,.ems ', ,X.::• r - - -- -- - �" 1 N ": i I ( X 682/775 ( �\ 6. It is the responsibility of the contractor to comply with all State and Federal
ear ;7izE -d overhead power Imes Additionally, the actor
on a con co ordina te a
to
- I
I �
I
�i
dditi contractor
i cfl m ti
n I 4�
! Fn I
' I _ � -1 ZO
��r DP 1 ;; ^
- cp O •, � 7. • rare a contradiilior between plans and fic spec ations ur, occ :;ie plans„
• 2
,/� •. - n N 4'30 E '2' 8. �
6. All materials and labc.r not identified as a Separate Bid Item shall be consid
Cn
9. The Contractor must provide construction staking from the information rm
�- -r -T _ (( I 171 C Q' 1 / 1 10; Trees to be protected are shown here in and shall be fully protected prior t
( o r+ �\ I b 11. All soil exposed by construction shall receive Solid St Augustine Sod.
r - I ( I �� fi '�� �' 13; Trenches may be left n overnight If ro eri barricaded.
14 14, All paint and glass beads used shall conform to TxDOT Standard S cificat
r 3 D i `, A- ddit I f {r Pe
\ i '' kk 15 The CONTRACTOR f a p p ropriate traffic control P Ir
Phoen
m 0
`° ,! x " �. >' required to maintain ana PPP
e c� z �(' coidorm to the guidelines in the contrail documents and those contained in the
%'s - �'
'` - -- Pha 0 n e -,• 16: Handicap Ram uirements of the Current Texas)
2� A . s Ps shall comply P y with all re9
l %� - . '' FUTURE LOT i Q { 17. Contractor shall Install 2 -4" Grey Schedule 40 PVC conduits as shown, 4f
y I p p ` /.. / I I I 18, Structural fill (under pvmt, building pad, sidewalks) shall be compacted to 9:
I- - I I 1.00 ACRE TR,T
°, ( ~' "'�• N { I cp \ I I I 19: Fire Walls: All exterior walls and required interior walls shall be sheathed M
`",F_ROM 9.143 A ES /
. _ t
1 ' r P / (p S / \ r r
ag th o f J I I 2516 1 16 1 I I S1 1E PLAN NOTES:
me t\ \ I i �'� 1. Name of Project:WaterwoodCondominiums
N o
2. ''Legal Description: Lots 1 & 2, E & M Jones Farm Place
3. 'Owner: Jim Stewart
N nd t • m . \ l I 1 4200 Woodland Park Court
' I
_
�, / -. -� "_ __ _ _ Fn I 7.5' Side - •� �\ - I Arlington, Texas 76013
41'.7 - 2'
10 Of)' o _ _�_ -_ - _ __ Ro ` N ( x Bldg Setback 429 -8664
�, -- �, { I (817) 994 -4663
r
�Q
�` ` 5 � ( 817
Fou d o� 1 ---Ex. - 20' Easement- - - - -- - -- -- ,� - \ 1 - I - ( >
- - - - -- - -- - -- - - J - E ngineer 204
�? s 4' Mitchell & Morgan, L L P
--
:- _ Col University Drive East, Suite
! Texas 77840
42' 15 W - 185.2Q' =� - - =- -� - a- - - o -' r` - - - _ - - - - - - - - - - - -
�. .._._ � ,\`i I College Station, T
- - - - -� - - - -' (970 260 6963
<� 0
TO EXISTING
DRIVEWAY J _
- - (60' ROW) Easement Proposed Use: Condominiums
-__ ------ �'------- s -r = ° = ml. __ -__ ?_ _1K_= Q�. QO- Zoning:
° R -4
- _ ' I II S 42'31'50" W - 518.41 -� 15 Public Utility �f'' - L'�- '` -?� -
______-- _.- __ -` - - -- 6: E�dsting Use: Vacant
Bldg. Fr Setback I I %( K R E N E K TAP RLA� ', r _ -' ��" i 7. Setbacks: Per City of College Station Ordinances
8. Site Area: 13.72 acres
1'Z , ~' " -- -37 274- ' � „ �' 2 T�
- -- - - - - - - - -- - _____� =_- T =_ _ _ = __ = == __- _
' ° ^74 - -- -�-_� 9. i'roject Information: PH I: 27 units
8 -WL 8_WL 8 -WL ___ a -wL _- =- - -a -wL - - - -- - - - - -- - - - - - -- `� - - - - - - �._ _- PH II- A:3units
- - - - _ - -- - - - WL _ _ 8 - WL 8 - WL 8,w� 8 -WL PH II-B: 22 units
l - - - - - - - - PROP. - - e_wL a -wL PH IIL 22 units
tV.EWAY _ �' -� PH IV: 35 units
PH V: 69 units
No portion of this site lies within the 100 - year floodplain per FEMA's Flood lnsu
i,� - _ I ��` ; Y. I I � I 4� pa ie148041 C0144C.
Oo� itnpni� n e�dn
d.lt BIGHT) 390.13 DRIVE ADJACENT LEFT I J CD
1316.34'
Phase III Phase IV Phase V Phase V
m N to
DO I > a > ii > IL 0
r G�
O O I L L • I ❑
a_
> n y n a
s N V L m a-
-C a a-
a �-�
I_ Phase I I I -
I U v
� U'" Ll IJ ❑ � a
Phase I Phase I
Eff jcdve date: July 2, 1992.
OPPOSITE LEFT)
(A
REV] EW'ED FOR
CITY OF COLLEGE STATION O il �,� I COMPLIANCE
' ( `+ CENTRAL PARK
MAR ' O 5 2004
COLLEGE STATION
de
Addresses OEVELO N 1 SERVICES
1001 Krenek Tap Road
Parking Legend Phase II-A
Parking Spaces Required: 1 Space per Bedroom =12 Spaces.
Parking Spaces Provided: 28 spaces
Phase I Phase 11-A Phase III Phase IV ((
V
Phase V Parking Legend All Phases r
1 - 7 units 4x3b + 3x4b = 24 bedrooms 17 - 3 its 3x4b - 12 bedrooms 9 7 units 4x3b + 3x4b = 24 bedrooms 12 - 7 units 4x3b + 3x4b = 24 bedrooms 18 - 7 units 4x3b + 3x4b = 24 bedrooms Parking Spaces Required: 1 Space per Bedroom = 609 Spaces.
units 2 - 6 units 4x3b + 2x4b = 20 bedrooms 19 - 5 units 3x3b + 2x4b -17 bedrooms Parking Spaces S aces Provided: 661 aces
3 - 7 units 4x3b + 3x4b = 24 bedrooms 3 units / 12 bedrooms 10 - 7 units 4x3 b + 3x4b = 24 bedrooms 20 - 7 units 4x3b + 3x4b = 24 bedrooms
13 - 5 units 3x3b + 2x4b =17 bedrooms -
11 - 8 units 5x3b + 3x4b = 27 bedrooms 14 -. 7 units 4x3b + 3x4b = 24 bedrooms
4 - 7 units 4x3b + 3x4 b = 24 bedrooms 21- 8 units 5x3b + 3x4b = 27 bedrooms
22 units/ 75 bedrooms 15 - 8 units 5x3b + 3x4b = 27 bedrooms 22 _ 8 units 5x3b + 3x4b = 27 bedrooms Density Legend
27 units / 92 bedrooms Phase II-B 16 - 8 units 5x3b + 3x4b = 27 bedrooms 23 - 7 units 4x3b + 3x4b = 24 bedrooms
5 - 6 units 4x3b + 2x4b = 20 bedrooms 35 units 1119 bedrooms 24 - 5 units 3x3b + 2x4b =17 bedrooms 18 its / Density units on 13 . 97 acres
units
6 - 3 units 3x4b =12 bedrooms 25 - 7 units 4x3b + 3x4b = 24 bedrooms 7 units / 1 13 3.72 acres = 1122.its get acre , U111W
7 - 6 units 4x3b + 2x4b = 20 bedrooms 26 - 7 units 4x3b + 3x4b = 24 bedrooms Allowable Density =16, units/ acre * 13.72 acres = 220 units
8 - 7 units 4x3b + 3x4b = 24 bedrooms 27 - 8 units 5x3b + 3x4b = 27 bedrooms
22 -+,, / 76 bedrooms 69 units / 235 bedrooms Parking Spaces Required By Phase 7 I/
Phase Plan
1 i 1 I WINDSOR POINTE APARTMENTS
wl S S�INIG 3� D V60N - �NIE62 R4 -ZONED Scale:
RO BE R B. FL N Iron 1 inch = 60 feet
-- 7.5' Side
2� PI ILL; P_RiN 7381 Bld Setback Found - - - -- _- - - - - -- - - -- - �. -= �_ - -__
- - - - -
° ss
-ss - , ,o -ss ,
N 42'2 1'1 E -�•,2 4.23 ' _ -- '---- zfi, - - -- � en P�9-5 a�-- ss �---� -
4
-
20' Rear ---- - - - - -- - - - ---- - 4�_ L.� _ �4 - - - -- ...... - - -- .... - } .----- --- - - -.N- 41.5:4 �� - --
------ ---------
• } Bldg. Setback ~'' I I ��ti�`_
" -I- - L1-4D s \ I J 2 25
V
1/2" Iron � 7 7U 7U 7u
Found �� j\ ; I �..._ - L.�_r �____. • - -- f (' I +---- -` •---- . �• -_ -- --•-
Phase I: Parking Spaces Required: 92 Spaces.
Parking Spaces Provided: 103 Spaces
Phase II: Parking Spaces Required : 88 Spaces.
Parking Spaces Provided: 172 Spaces
Phase III: Parking Spaces Required: 75 Spaces.
Parking Spaces Provided: Provided in Phase II
Phase IV: Parking Spaces Required: 119 Spaces..
Parking Spaces Provided: 130 Spaces
Phase V: Parking Spaces Required: 235 Spaces.
Parking Spaces Provided: 256 Spaces
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Proposed Landscaping by Building
Kay
sr>,e
Gamma, Nana (Botaaca Nana)
BUILDING
5
BUILDING
6
amity
V POK
Pohl Vdue
"
landscape areas located beyond actual construction phase lines which will be
CcnW Tress
disturbed significantly during construction of future phase, will be irrigated from
O
45 Gal.
(2y Cal. min., total)
Lacebark Elm (Ulmus parvifolia)
Quanity
4
2
6
150
10/12 3Y2 5p., Matched
6' -0" Clear Trunk Min.,
Container
Point Value
-
150 pts.
150 pts.
x100 pts.
. guaranteed
at the point of final acceptance by the Owner.
Plant Material
Strube
01. Verify all quantities before installation. No substitutions are allowed
without the consent of the Landscape Architect.
5 Gal.
Wax Leaf Ligustrum (Ligustrum japonicum)
Quanity
12
6
18
10
,
„
24 Height Min., Rooted,
Full
Point Value
10 pts.
10 pts.
180 pts.
Owner prior to its introduction to the site. Any rejected soil
Turf
shall be promptly removed from the site at the Contractor's expense.
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5g, Ft.
(Solid Sod /Seed) Common Burmuda (Gynodon dactyton)
Quanity
2,531 111
2,984 111
5,515 10
0
the Landscape Contractor to property settle these areas prior to Installation of
Solid Sod, Weed Free
Point Value
0 pts.
0 pts.
0 pts.
720 pts. 360 pts. I ToW P Laww ptnp 1I ,090 pt6
Fence
Retaining Wall
Existing Tree
(to remain)
Landscape Calculations
Required Landscaping
POINT CALCULATIONS
Site Area -- (Total Area) 33,831 / 1000 x 30 = 1,015 Points Required
Buffer -- NONE
TOTAL POINTS REQUIRED 1,015 Polnte
CANOPY TREE REQUIREMENT
1,015Totat Points x 50% = 508 Total Points Required F
Existing Landscaping
No Existing Vegetation to be Claimed
Proposed Landscaping
Refer to Proposed Landscaping Chart for Point Breakdowns Buildings 5 6 Plantings.
TOTAL PROPOSED LANDSCAPING a 1,015 Points
(BUFFER)
Not Applicable
(5TREET5CAPE)
- Not- Applicable
Location Map
Landscape Installation Notes
General
01. An automatic irrigation system will cover the entire landscaped areas, however
landscape areas located beyond actual construction phase lines which will be
disturbed significantly during construction of future phase, will be irrigated from
hose bibs until such time as permanent landscaping It irrigation systems are installed.
02. Typical Dumpster Screen is to be custom design by the Architect of Record.
03. Erosion control is required as needed.
Guarantee
01. All plants (except rnnual color) is to be for I year beginning
. guaranteed
at the point of final acceptance by the Owner.
Plant Material
01. Verify all quantities before installation. No substitutions are allowed
without the consent of the Landscape Architect.
02. All Plant Material must be approved by the Landscape Architect before
installation.
Top Soil
,
01. All sandy loam top soil must be debris, weed, and nut grass free.
02. A sample must be submitted by Contractor and approved by
Owner prior to its introduction to the site. Any rejected soil
shall be promptly removed from the site at the Contractor's expense.
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03. All landscaped areas are to be fine graded by the Landscape Contractor prior to
installation of plant material. In areas of excess fill, it is the responsibility of
the Landscape Contractor to property settle these areas prior to Installation of
plant material. Slope all areas to drain.
Heddina Soil - Flowerbede
01. Bedding Soil shalt consist of the following:
2/3 Sandy Loam Topsoil
1/3 Black Humus (or approved equal).
02. Soil in flower bed areas are to be mounded up to create
a 8" "raised bed" situation in order to provide proper
drainage for plant roots.`
03. Five pounds of fertilizer (3 -2 -1 ratio) per 1000 sq, ft. shall
be incorporated into bedding soil at the time on installation.
Top . Dressing
01. Top dressing shall be a 3" layer of Shredded Hardwood Bark Mulch or
I" - I ' Washed Gravel. Veritfy with general contractor before installation.
Plant Material Removal
01. Removal of unw-�inted existing plant material is the responsibility
of the Landscape Contractor.
Pruni Shaping
01. All plant material shalt be pruned /shaped to remove all damages
resulting in shipment or installation and to give a uniform, attractive
appearance. Final approval of completion of this task shall be
given by the Landsc,!�- Architect, Owner's Representative or the Owner.
`
02. Trees shall be pruned from trees to allow for 6' clear trunk.
03. Crape Myrtle Trees shall be pruned from trees to allow for 5'
clear trunk.
Tree Staking
01. Trees shall be set plumb and straight with allowance for settlement,
fertilized and back - filled in six inch layers settled with water to the finish
grade, building up a temporary watering basin around the base of each plant.
02. Metal "T" posts shall be used exclusively.
03. Galvanized, braided clothesline wire (or approved equal) shall secure
plant material to "T" post. All trunks will be protected with garden
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North
CON(
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gI►16 "1rKel;?,d#]A
3/4 "(19mm) CC..�...
FOR 120/230 VAC
1__1 /4 ", 1 1/2" OR 2" (32, 40 OR 50mm)
CONDUIT FOR VALVE WIRESS
02 Hunter IGG -M (Wall Mount)
� Metal) f: None Scale: None
10" Plastic Valve Box
Irrigation Main Line
Hose b on
� J oint
Swing
Raft None Scale: None
Topsoil
Cut -off Nipple
Lateral Pipe
Finish Grade
MPR Plus Spray Nozzle
(Spray Pattern Varies)
Toro 570Z Series Pop -up
(6" Pop -up in Lawn)
Lateral Tee
ote: Install sprinkler
%2' above finish grade
03 iPopup
fro 5 702 Ser S rin e r
Ref: None ale: None
NOTES
(D Hatched Area Denotes Phase 2A.
All Landscaping and Irrigation components located
outside the Phase 215 line are to be installed in
other phases.
05 ernote ontrol valve
Rain Fair PES
Ref: None Scale: None
Irrigation Specifications
Valve Valve (Flow)
Size
#6 (Previous Phase)
#7 (Previous Phase) Max.
(46.30 GPM)
#5 (Previous Phase)
(43.g4 GPM) Avg.
#q 2
" (33.Oq GPM)
#10 2 (46.30 GPM)
#11 2 (q.03 GPM)
#12 (Future Phase)
Note
Irrigation Meter, Vacuum Breaker Assembly and
Controller were placed during Phase .I. See
Location Map for the location of these components.
General Irrigation Specifications
01. All main lines are to be SCH 40 PVC pipe.
02. All lateral lines are to be class 200 PVC pipe.
03. All fittings are to be schedule 40 PVC.
04. All wiring is to be 14 gauge.
05. All sleeves to be Schedule 40 PVC pipe..
06. All valves are to be Rainbird PEB series automatic valves.
07. Add additional Modules to existing Controller to accommodate irrigation zones.
OS. All valve boxes (plastic) shall remain flush with finish grade for a
period of one year or will be raised /straightened at no cost to the Owner.
Oq. All irrigation components shall carry an unconditional one year
guarantee (materials and labor).
10. Installation of all irrigation components shall be approved by
Landscape Architect, Owner or Owners' Agent before pipes
are covered.
11. All irrigation ditches shall be backfilled and tamped. Clods and debris
unearthed during trenching shall be removed from the site.
12. The Irrigation Contractor is responsible for complying with the City
of College Station codes and regpirements.
13. The Contractor is responsible for obtaining any and all permits regpired
to perform work.
14. Complete coverage of designated irrigation areas is regvired to obtain
final acceptance.
15. Clean up is considered to be a part of this project and is the responsibility
of the Contractor. All drink containers and food wrappers shall be placed in
designated areas and disposed of properly.
Maximum Design Flow per Zone: Not to exceed 75 GPM.
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ROBERT B. RUTH
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Retaining Wall Typ.
Stub out for future mainline
Irrigation Controller
I
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Vacuum Breaker Assembly
PH. IIA
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Date: 1/27/04
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Irrigation
Plan
Ref: None Scale: I " =20'
.d ► : Verify all dimensions before construction.
Tie into existing lateral line (Zone (o)
Tie into existing 2" Mainline
' /4" Brass Boiler Drain (Nose Bibb)
I" Plastic Ball Valve
Manufactured swing Joint Assembly
.r Proof Connection (Typ. )
e Box With Cover:
h Grade /Top of Mulch
Iota Control Valve :Rain Bird PEB
s Varies)
tarot Line
Main Line Pipe
Sheet Number
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Stub out for future mainline
Irrigation Controller
I
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Vacuum Breaker Assembly
PH. IIA
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Date: 1/27/04
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Irrigation
Plan
Ref: None Scale: I " =20'
.d ► : Verify all dimensions before construction.
Tie into existing lateral line (Zone (o)
Tie into existing 2" Mainline
' /4" Brass Boiler Drain (Nose Bibb)
I" Plastic Ball Valve
Manufactured swing Joint Assembly
.r Proof Connection (Typ. )
e Box With Cover:
h Grade /Top of Mulch
Iota Control Valve :Rain Bird PEB
s Varies)
tarot Line
Main Line Pipe
Sheet Number
Sheet 2 of 2
CON(
(SLOPE TO D
FINISH GRADE
3/4 "(19mm) CONDUIT
FOR 120/230 VAC
1 1/4", 1 1/2" OR 2 (32, 40 OR 50mm)
CONDUIT FOR VALVE WIRES
-02 H unter I GG - M (Wall Mount)
( Metal)
Ref: None Scale: None
Note:
Install an additional IGM 400 Module as
needed to accommodate additional zones. ff
Finish Grade
MPR Plus Spray Nozzle
(Spray Pattern Varies)
Toro 570Z Series Pop -up
(6" Pop -up in Lawn)
Topsoil —'
Cut -off Nipple
Lateral Pipe Lateral Tee
Note: Install sprinkler
%2 above finish grade
03 i Q S ro 5702 Series
i Popu p r inKler
Ref: None ale: None
Irrigation Main Line
CIII III III III III
HoseBi ob
Swing oint
Ref: None Scale: None
10" Plastic Valve Box
3 14' Brass Boiler Drain (Nose Bibb)
I" Plastic Ball Valve
Manufactured Swing Joint Assembly
05 Rem
Rain
Ref: None
Note
Irrigation Meter, Vacuum Breaker Assembly and
Controller were placed during Phase I. See
Location Map for the location of these components
Landscape Phase Line
i `\ — — — — — — — — — — — — — — — — — — — — — — ---------------------------------------
`_
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Future Valve for Phase 2
Future Valve for Phase 2
Future Valve for Phase 2
Water Proof Connection (Typ.)
Valve Box With Cover:
Finish Grade /Top of Mulch
Remote Control Volve:Rain Bird PEB
(Size Varies)
Lateral Line
PVC Main Line Pipe
ote ontrol Valve
Bi PEB
Scale: None
General Irrigation Specifications
01. All main lines are to be SCH 40 PVC. pipe.
02. All lateral lines are to be class 200 PVC pipe.
03. All fittings are to be schedule 40 PVC.
04. All wiring is to be 14 gauge.
05. All sleeves to be Schedule 40 PVC pipe..
06. All valves are to be Rainbird PEB series automatic valves.
07. Add additional Modules to existing Controller to accommodate irrigation zones
05. All valve boxes (plastic) shall remain flush with finish grade for a
period of one year or will be raised /straightened at no cost to the Owner.
Oct. All irrigation components shall carry an unconditional one year
guarantee (materials and labor).
10. Installation of all irrigation components shall be approved by
Landscape Architect, Owner or Owners' Agent before pipes
are covered.
11. All irrigation ditches shall be backfilled and tamped. Clods and debris
unearthed during trenching shall be removed from the site.
12. The Irrigation Contractor is responsible for complying with the City
of College Station codes and requirements.
13. The Contractor is responsible for obtaining any and all permits required
to perform work.
14. Complete coverage of designated irrigation areas is required to obtain
final acceptance.
15. Clean up is considered to be a part of this project and is the responsibility
of the Contractor. All drink containers and food wrappers shall be placed in
designated areas and disposed of properly.
Maximum Design Flow per Zone: Not to exceed 75 GPM.
Locat Map
Tie into existing lateral line
Tie into existing 2" 1
L) Irrigation
Plan
Ref: None Scale: 1 " --20'
Note; Verify all dimensions before construction
North
Irrigation Key
Irrigation Valve
• Toro 570Z dead
_ _ = Sch 40 PVC Sleeve
Hose Bibb (Boiler Valve
NB with PVC Ball Valve on
Swing Joint in 12" plastic
Valve Box.)
2" Sch 40 PVC Mainline
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ROBERT B. RUTH
1434
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02/23/04 KTT
Sheet Number
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02/23/04 KTT
Sheet Number
Sheet 2 of 2
Landscape Installation (dotes
G eneral
01. An automatic irrigation system will cover the entire landscaped areas, however
landscape areas located beyond actual construction phase lines which will be
disturbed significantly during construction of future phase, will be irrigated from
hose bibs until such time as permanent landscaping t irrigation systems are installed.
02. Typical Dumpster Screen is to be Custom design by the Architect of Record.
03. Erosion control is required as needed.
Guarantee
01. All plants (except annual color) is to be guaranteed for I year beginning
at the point of final acceptance by the Owner.
Plant Material
01. Verify all quantities before installation. No substitutions are allowed
without the consent of the Landscape Architect.
02. All Plant Material must be approved by the Landscape Architect before
installation.
Top Soil
01. All sandy loam top soil must be debris, weed, and nut grass free.
02. A sample must be submitted by Contractor and approved by r
Owner prior to its introduction to the site. Any rejected soil
shall be promptly removed from the site at the Contractorl5 expense.
r-
03. All landscaped areas are to be fine graded by the Landscape Contractor prior to
installation of plant material. In areas of excess fill, it is the responsibility of
the Landscape Contractor to properly settle these areas prior to installation of
plant material. Slope all areas to drain.
Bedding Soil - Flowerbeds
of
5hall consls o e o owing:
2/3 Sandy Loam Topsoil
1/3 Black Humus (or approved equal).
02. Soil in flower bed areas are to be mounded up to create
a 8" "raised bed" situation in order to provide proper
drainage for plant roots. ,
03.
Five ,pounds of fertilizer (3 -2 -1 ratio) per 1000 sc, ft. shcnil
BUILDING
be incorporated into bedding soil at the time on installation.
Point
Top Dressing
t�
01. Top dressing shall be a 3" layer of Shredded Hardwood Bank Mulch or
Size
Common Name (Botanical Name)
I" - IV' Washed Gravel. Veritfy with general contractor before installation.
Quanit Y
Plant
Material Removal
Comments
01. Removal of unwanted existing plant material is the responsibility
Canopy Trees
of the Landscape Contractor.
Pruning
/Shaping
01. All plant material shall be pruned /shaped to remove all damage
6
6
resulting in shipment or installation and to give a uniform, attractive
10/12' Ht., 3%2' Sp., Matched
appearance. Final approval of completion of this task shall be
45 Gat,
Lacebark Elm (Ulmus parvifolia)
given by the Landscape Architect, Owner's Representative or the Owner.
6' -0" Clear Trunk Min.,
02.
Trees shall be pruned from trees to allow for 6' clear trunk.
L
03.
Crape Myrtle Trees shall be pruned from trees to allow for 5'
(2% Cat. min., total)
clear trunk.
150 pts.
Tree Staking
01. Trees shall be set plumb and 'straight with allowance for settlement, t >,
Container
fertilized and back-filled_ in .six inch layers settled with water to the finish
Lacebark Elm, (Ulmus parvifolia)
Quanity
grade, building up a temporary watering basin around the base of each plant. w
4
02.
Metal "T" posts shall be used exclusively.
10/12' Ht., 3%2 Sp., Matched
6' -0" Clear Trunk Min.,
03.
Galvanized, braided clothesline wire (or approved equal) shall secure
plant material to "T" post. All trunks will be protected with garden
< <'
(BUFFER REQUIREMENT)
hose sleeve.
0 pts.
04.
All staking shall remain in place for a period of one year or shall
0 pts.
Container, (BUFFER)
be replaced at no additional cost to the owner.
05.
Install 3' diameter composted pine bark mulch rings (3" Think) around
trees and Crape Myrtles in lawn areas.
G radin ci
Quanity
01.
In preparation of flowerbeds or other plantings, Contractor shall in no way impede
160
positive drainage flow across the property.
02.
The Landscape Contractor is responsible for smoothing /leveling /fitting any dips,
valleys, sunken areas, humps or bumps to provide for proper drainage. Pooling or
ponding water is not acceptable.
03.
The Landscape Contractor is to locate the finished floor (elevation) adjacent to each
foundation planting bed. Bedding soil and top- dressing mulch shall in no way come
Point Value
in contact with building siding and /or exceed the height of the finished floor minus 2 inches
Clean U 1
160 pts.
01.
Final clean -up shall include cleaning and washing of all paved areas, walks
Shrubs
stairs, building surfaces, etc. impacted by the installation of landscape materials.
-
02.
Landscape Contractor is responsible for clearing any dirt or mud from
5 Gal.
Wax Leaf Ligustrum (Ligustrum `
public and private roadway. " Landscape Contractor is also responsible for keeping the
6
6
site clean during construction and plant installation.
Sod
01.
Water settle and fill all irrigation ditches with top soil before installation of sod.
02.
Properly prepare areas to receive sod i.e. remove debris, grade smooth, slope to drain.
03.
Moisten the prepared ground before installation of sod.
04.
Alternate joints between pieces of sod.
10 pts.
05.
Broken pieces of sod smaller than 8" are not acceptable.
60 pts.
06.
Thoroughly water sod after installation.
5 Gat.
Lacebork Elm Typ.
(Buffer Requirement)
0 TE �0
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.... . B. RUTH
°
1434
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2/02/04
Proposed Landscaping by Building
I, 240 pts. Total Propased Landscaping I, 120 pts
NOTEi
All Disturbed earth must be 100% covered with established
grass or ground cover prior to C.O.
Landscape Calculations
Required Landscaping
POINT CALCULATIOPdS
Site Area -- (Total Area) 36,2 / 1000 x 30 = 1,08 Points Required
Buffer -- REQUIRED, Plantings accrue no point value
TOTAL POINT5 REQUIRED • 1,08q Points
CANOPY TREE REQUIREMENT
1,08 Total Points x 50% = 545 Total Points Required
Existing Landscaping
No Existing Vegetation to be Claimed
Proposed Landscaping
Refer to Proposed Landscaping Chart for Point Breakdowns Building 17 Plantings.
TOTAL PROPOSED LANDSCAPING 1�8q- Retnl;s°
(BUFFER)
100 L.F. / 25 = 4 Canopy Trees (2" Cal.)
100 L.F. / 3 = 33 Shrubs (5 Gat.)
(STREETSCAPE)-
Not Applicable
Wax Leaf Ligustrum (5 Gat.) Typ.
(Buffer Requirement)
3' Dia Mulch Ring Typ.
V Wood Privacy Fence
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- t -o},al
Point
Total
t�
Key
Size
Common Name (Botanical Name)
'� 7
Quanit Y
Value
Point Value
Comments
��
Canopy Trees
Quanity
6
6
150
10/12' Ht., 3%2' Sp., Matched
}-
45 Gat,
Lacebark Elm (Ulmus parvifolia)
6' -0" Clear Trunk Min.,
L
(2% Cat. min., total)
Point Value
150 pts.
900 pts.
Container
45 Gal.
Lacebark Elm, (Ulmus parvifolia)
Quanity
4
4
0
10/12' Ht., 3%2 Sp., Matched
6' -0" Clear Trunk Min.,
1
(2" cot. min., total)
(BUFFER REQUIREMENT)
Point Value
0 pts.
0 pts.
Container, (BUFFER)
Non - Canopy Trees
Quanity
4
7
160
15 Gat.
Grape Myrtle (Logerstroemia indica 'Watermelon Red')
6/8' Ht., 2/3' Sp., 3 -5 s „
Canes, Min. Cane Dia = /
(I y Cat, min., 2y2' total)
Point Value
40 pts.
160 pts.
Shrubs
®
5 Gal.
Wax Leaf Ligustrum (Ligustrum `
Quanity
6
6
60
24" Height Min., Rooted,
japonicum)
Full
Point Value
10 pts.
60 pts.
®
5 Gat.
Wax Leaf Ligustrum
strum (Ligustrum japonicum)
Quanity 33± 33
0
"
6 Height at time of
9
(BUFFER REQUIREMENT) _
Point Value 0 pits.
0 pts.
installation, mooted, Full
Turf
Sq, Ft.
Quanity
16,917 �
16,0117 111
0
Solid Sod, Weed Free
(Solid Sod /Seed) Common Burmuda (Cynodon dactylon)
Point Value
0 pts.
0 pts.
I, 240 pts. Total Propased Landscaping I, 120 pts
NOTEi
All Disturbed earth must be 100% covered with established
grass or ground cover prior to C.O.
Landscape Calculations
Required Landscaping
POINT CALCULATIOPdS
Site Area -- (Total Area) 36,2 / 1000 x 30 = 1,08 Points Required
Buffer -- REQUIRED, Plantings accrue no point value
TOTAL POINT5 REQUIRED • 1,08q Points
CANOPY TREE REQUIREMENT
1,08 Total Points x 50% = 545 Total Points Required
Existing Landscaping
No Existing Vegetation to be Claimed
Proposed Landscaping
Refer to Proposed Landscaping Chart for Point Breakdowns Building 17 Plantings.
TOTAL PROPOSED LANDSCAPING 1�8q- Retnl;s°
(BUFFER)
100 L.F. / 25 = 4 Canopy Trees (2" Cal.)
100 L.F. / 3 = 33 Shrubs (5 Gat.)
(STREETSCAPE)-
Not Applicable
Wax Leaf Ligustrum (5 Gat.) Typ.
(Buffer Requirement)
3' Dia Mulch Ring Typ.
V Wood Privacy Fence
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Date: 1/27/04
Revisions:
02/23/04 KTT
r1t:V1t:VVt:U r"Jrl
COMPLIANC
MAR G 5 2004
COLLEGE STATION d
DEVELOPMENT SERVICES � � 1
Sheet Number
LS 1
Sheet I of 2
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Location Man
PROJECT BENCHMARK: Square cut in light standard, Located
across from the East corner of property fronting Krenek Tap
Road. X= 3566020.02, Y= 10209307.72, Elevation= 274.69
TO EXISTING
DRIVEWAY
JL 1jL",3 V JL 1(.211
S :1PrajW229- sWwertcondos\PHASE 210229- 01- overell.dwg, 021201200404:51:14 PM, 1,60
Phase I
1 - 7 units 4x3b + 3x4b = 24 bedrooms
2 - 6 units 4x3b + 2x4b = 20 bedrooms
3 - 7 units 4x3b + 3x4b = 24 bedrooms
4 - 7 units 4x3b + 3x4b = 24 bedrooms
27 uniW/ 92 bectraoms
Phase II -A
17 - 3 units 3x4b =12 bedrooms
3 units 112 bedrooms
Phase R -B
5 - 6 units 4x3b + 2x4b = 20 bedrooms
6 - 3 units 3x4b =12 bedrooms
7 - 6 units 4x3b + 2x4b = 20 bedrooms
8 - 7 units 4x3b + 3x4b = 24 bedrooms
22 units 176 bedrooms
Phase Ili
9 - 7 units 4x3b + 3x4b = 24 bedrooms
10 - 7 units 4x3b + 3x4b = 24 bedrooms
11 - 8 units 5x3b + 3x4b = 27 bedrooms
22 units / 75 bedrooms
Phase IV
12 - 7 units 4x3b + 3x4b = 24 bedrooms
13 - 5 units 3x3b + 2x4b =17 bedrooms
14 - 7 units 4x3b + 3x4b = 24 bedrooms
15 - 8 units 5x3b + 3x4b = 27 bedrooms
16 - 8 units 5x3b + 3x4b = 27 bedrooms
35 units / 119 bedrooms
Phase V
18 - 7 units 4x3b + 3x4b = 24 bedrooms
19 - 5 units 3x3b + 2x4b =17 bedrooms
20 - 7 units 4x3b + 3x4b = 24 bedrooms
21 - 8 units 5x3b + 3x4b = 27 bedrooms
22 - 8 units 5x3b + 3x4b = 27 bedrooms
23 - 7 units 4x3b + 3x4b = 24 bedrooms
24 - 5 units 3x3b + 2x4b =17 bedrooms
25 - 7 units 4x3b + 3x4b = 24 bedrooms
26 - 7 units 4x3b + 3x4b = 24 bedrooms
27 - 8 units 5x3b + 3x4b = 27 bedrooms
69 units/ 235 bedrooms
(
I)
7 -wt
(
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Addresses
1001 Krenek Tap Road
Parking Legend Phase 11-A
Parking Spaces Required: 1 Space per Bedroom =12 Spaces.
Parking Spaces Provided: 28 spaces
Parking Legend All Phases
Parking Spaces Required: 1 Space per Bedroom = 609 Spaces.
Parking Spaces Provided: 661 spaces
Density Legend
Density =178 units on 13.72 acres
178 units / 13.72 acres = 12.97 units per acre
Allowable Density =16 units/ acre * 13.72 acres = 220 units
Parking Spaces Required By Phase
Phase I: Parking Spaces Required : 92 Spaces.
Parking Spaces Provided: 103 Spaces
Phase II: Parking Spaces Required: 88 Spaces.
Parking Spaces Provided: 172 Spaces
Phase III: Parking Spaces Required: 75 Spaces.
Parking Spaces Provided: Provided in Phase H
Phase IV: Parking Spaces Required: 119 Spaces.
Parking Spaces Provided: 130 Spaces
Phase V: Parking Spaces Required: 235 Spaces.
Parking Spaces Provided: 256 Spaces
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VICINITY MAP
N.T.S.
t3ENERAL CONSTRUCTION NOTES:
1. it shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the
Gontractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation.
a. Contact Dig Tess @ 1- 800- 344 -8377
b. Contact Kean Register at Oncor, Tel: 774 -2501
c. Contact Mike Lavender at Cox Cable, Tel: 846 -2229
2. All construction shall be in accordance with the current City of College Station Standard Specifications for Street Construction and
GIty of College Station Water and Sewer Specifications. Ali inspection on public infrastructure shall be performed by the staff of the
t':;ty Engineer of College Station. All construction shall be coordinated with the City of College Station City Engineer. Civil Engineering
3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Hydraulics; Hydrology;
Engineer for any substitution. Requests for changes should include product information and an engineers seal where applicable. The Utility Planning & Design
Contractor shall be financially responsible for the engineers time spent reviewing changes and redesigning based on contractors Site Planning & Design
Street Design
requests. Subdivision Planning & Design
:4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general
requirements, see Trench Safety sheet for details.
5. TRENCHING AND BACKFILLING: The backfiiling of all trenches within structural areas shall be accomplished with cement
stabilized sand placed to within 6" of pavement subgrade. The backfilling of all trenches outside of structural areas shall be placed so U
:!is to achieve 85 percent Modified Proctor Density. All backfiliing shall be between optimum and 4 percent (4 %) wet of optimum 0 O
moisture content. Testing shall be provided by a certified laboratory at the Owner's expense to verify these standards. Any retesting +, N
liue to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalk footprints and shall • ()
extend 6 beyond the curb lines of all streets, alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near
co
_N LC)
overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of . _ 0
:ollege Station Electrical Division. . Q
7. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior. J Q (f) � (9
'8: Ail materials and labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used.
9. The Contractor must provide construction staking from the information provided on these plans. „ U
Trees to be protected are shown here in and shall be fully pmtected prior to the start of construction.
i i. All soil exposed by construction shall receive Solid St. Augustine Sod. 7) x
3. Trenches may be left open overnight if properly barricaded.
'14. All paint and glass beads used shall conform to TxDOT Standard Specification 666 Type 11 with glass beads. W
i5. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway. This TCP shall
,onform to the guidelines in the contract documents and those contained in the Texas MUTCD. 0 (n 5C
16. Handicap Ramps shall comply with all requirements of the Current Texas Accessibility Standards. :2 L > 0 a
i 7. Contractor shall install 2 -4' Grey Schedule 40 PVC conduits as shown, 48 "below finished grade and install pull string in conduit. LL-
i 8. Structural fill (under pvmt, building pad, sidewalks) shall be compacted to 95 % std. proctor density. 0
f9. Fire Walls: All exterior walls and required interior walls shall be sheathed with 8" Drywall to provide a one (1) Hour fire rating. q�' C- 4-j C{)
SITE PLAN NOTES: C-
L .U) (ll
1. Name of Project: Waterwood Condominiums v N
2. Legal Description: Lots 1 & 2, E & M Jones Farm Place
3. Owner: Jim Stewart 0 C 'E 0
4200 Woodland Park Court 0 Arlington, Texas 76013
(817) 994-4663
(817) 429 -8664 v) �-
4. Engineer. Mitchell & Morgan, L.L.P. (- T-
511 University Drive East, Suite 204 0 Ln
College Station, Texas 77840 U
(979) 260 -6963
5. Zoning: R-4
6. Existing Use: Vacant Proposed Use: Condominiums
?. Setbacks: Per City of College Station Ordinances '
B. Site Area: 13.72 acres
0. Project Information: PH I: 27 units
PH II -A: 3 units
PH II-B: 22 units
PH IV: 35 unitsmr" -� �� `�►,,� -
PH V: 69 units V ,71
No portion of this site lies within the 100 -year fioodplain per FEMRs Flood Insurance Rate ap CERTIFICATE
Effec ti
Effective date: 2,
ffecve da: July2, 1992. Q REQUIRED �
® A
ca , �..,.. ,,
NCB # C.I� '�►
CE �c
110E Q
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Of 9 Sheets
. .._u .a....1,& Located
S:1PrgjW229- stewartcondos1PHASE 210229- 02- ske.dwg, 1/30/2004M1:53 AM, 1.30
r°
LEGEND
8" Water Meter J❑ Electrical Junction Box
8jilding Number T� Transformer
y+rought Iron Fence 2 -2 "— PVC —EC — Electric Conduit
detaining Wall (Size in Inches Indicated)
Fire Lane Striping
- 0-0— Board Fence
X X Ex isting Wire Fence (To be Removed)
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CD
0
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C)
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Propos andscapin _q by E3u!ldln_q
Key
size,
C"nmon Name (Botanical Nano)
BUILDING
5
BUILDING
6
BUILDING
7
BU -DING
BUILDING
27
Tow'
Quanity
Lawn
Tow
Point Value
01.
45 Got.
(2k Col. min.., total)
Canopy Trees
Quanity 0 5 150
Lacebork Elm (Ulrnu5 parvifolia)
Point Value 1, 2 1 0 - t / 5./ 0 pts. 750 pts. 600 pts. V 450 lots
n
2, 0 _lots
02.
Non-Canopy Trees
fertilized and back-filled in six inch layers 5. filed with water to the finis.h
15 Got. M(p("Acrope
(4 Col, min., total)
Myrtle (Logerstroemia indica 'Watermelon Red')
Quanity
n
0
4
5
C)
40
M etal ' P05t5 shall be used exclusively. ii
Point Value
I60 pts.
Lawn
160 pts.
120' pts.
200 pt5.
3
at the point of final acceptance by the Owner.
5hrubs
hose sleeve.
5 Gal;
Wax Leaf LiQU5trum (LiQU5trum japonicum)
Quanity
12
(0
12
i
14
01.
V
50
10
500 lots.
Point Value
120 pts.
(00 pts.
C
140 lots.
60 lots.
Turf
02.
All Plant Material must be approved by the Landscape Architect before
Gradina
C
3
9
3
C
3
Propos andscapin _q by E3u!ldln_q
Key
size,
C"nmon Name (Botanical Nano)
BUILDING
5
BUILDING
6
BUILDING
7
BU -DING
BUILDING
27
Tow'
Quanity
Point
Value
Tow
Point Value
01.
45 Got.
(2k Col. min.., total)
Canopy Trees
Quanity 0 5 150
Lacebork Elm (Ulrnu5 parvifolia)
Point Value 1, 2 1 0 - t / 5./ 0 pts. 750 pts. 600 pts. V 450 lots
Trees shall be set plumb and straight with 4owance for settlement '
2, 0 _lots
02.
Non-Canopy Trees
fertilized and back-filled in six inch layers 5. filed with water to the finis.h
15 Got. M(p("Acrope
(4 Col, min., total)
Myrtle (Logerstroemia indica 'Watermelon Red')
Quanity
4
0
4
5
Gu a rantee
40
M etal ' P05t5 shall be used exclusively. ii
Point Value
I60 pts.
0 lots.
160 pts.
120' pts.
200 pt5.
at the point of final acceptance by the Owner.
5hrubs
hose sleeve.
5 Gal;
Wax Leaf LiQU5trum (LiQU5trum japonicum)
Quanity
12
(0
12
i
14
01.
V
50
10
500 lots.
Point Value
120 pts.
(00 pts.
120 lots.
140 lots.
60 lots.
Turf
02.
All Plant Material must be approved by the Landscape Architect before
Gradina
Sq, Ft.
(Solid Sod/Seed)
Common Burmudo (Gynodon doctylon)
Quanity
3
2,240
1 82
2
B (0%
13,5c12
0
0 PL5.
Point Value
0 lots.
0 pts.
0 pts.
0 �tq.
0 lots.
02.
1 480 pts.
GO 1
1, 030 lots.
8661 pts.
710 pts.
Total Propawd Landscaping
3 pts
2n s (TV V� ay�
�D[
I
< � 7 k
lUl'i °!
Location Map
Landscape Installation Notes
A
General
Tree
Staking
01.
An automatic irrigation system will cover the entire landscaped areas.
01.
Trees shall be set plumb and straight with 4owance for settlement '
02.
Typical Dumpster Screen is to be CU5tOM design by the Architect of Record.
fertilized and back-filled in six inch layers 5. filed with water to the finis.h
BPI
03.
Erosion control is reqiired as needed
0
grade, building up a temporary watering basi around the base of each plant.
Gu a rantee
02.
M etal ' P05t5 shall be used exclusively. ii
01.
All plants (except annual color) is to be guaranteed for I year beginning
03.
Galvanized, braided clothesline wire (or uppr?yed ecliiial) shall secure
plant material to "T" post. All trunks will b protected with garden
at the point of final acceptance by the Owner.
hose sleeve.
Plant
Material
04.
All staking shall remain in place for a period of one year or shall
01.
Verify all clijantities before installation. NO substitutions are allowed
be-.replaced at no additional cost to the owne .
without the consent of the Landscape Architect.
05.
Install 3' diameter composted pine bark mulq!h rings (3" Think) around
trees and Grope Myrtles in lawn areas.
02.
All Plant Material must be approved by the Landscape Architect before
Gradina
installation.
01.
In preparation of flowerbeds or other plantin!65, Contractor shall in no way impede
Top Soil
positive drainage flow across the pro pert Y.
01.
All sandy loam tot? soil must be debris, weed, and nut grass free.
02.
The Landscape Contractor is responsible for moothing/ leveling/ filling any dips,
02.
A sample must be- submitted by Contractor and approved by
k
s, sunken areas
valley humps or bumps to p rovide for proper drainage. Fooling or
Owner prior to its introduction to the site. Any rejected soil
ponding water is not acceptable.
shall be promptly removed from the site at the Contractor's expense.
03,
The Landscape Contractor is to locate the 6), ished f loor (elevation) adjacent to each
03.
All landscaped ordC are to be fine graded by the Landscape Contractor prior to
foundation planting bed. Bedding soil and top; dressing mulch shall in no way come
in contact
installation of plar:� material. In areas Of excess fill it is the responsibility of
with building siding or exceed the height of the f inished f loor minus 2 inches.
the Landscape Contractor to properly settle these areas prior to installation of
Clean
U12
plant material. Slope all areas to drain.
01.
Final clean-up shall include cleaning and washing of all paved areas, walks
(W
Bedding Soil Flowerb?-d
stairs, building surfaces, etc. imp acted by tie installation of landscape materials.
01.
Bedding Soil shall consist of the following:
02.
Landscape Contractor is responsible for cl�6rinq any dirt or mud from
roll,
2/3 Sandy Loam Topsoil
public and private roadway. Landscape COiiltroctor is also responsible for keeping the
1/3 Black Humus or approved equal ).
site clean during construction and plant installation.
0 2. 2.
Soil in flower bed areas are to be mounded up to create
`raised
Sod
- -
Cr
bed" situation in order to provide proper
drainage for plant roots.
01.
Water settle and fill all irrigation ditches wit top soil before installation Of 506.
03.
Five pounds of fertilizer (3-2-1 ratio) per 1000 5C[, ft. shall
02.
Properly prepare areas to receive sod i.e. remove debris, grade smooth, slope to drain.
remove
be incorporated into bedding soil at the time on installation.
03.
Moisten the prepared ground before inst0110ti! Of sod.
Top
Dressing
04.
Alternate joints between pieces of sod.
01.
Top dressing shall be a 3" layer of Shredded Hardwood Bark Mulch or
05.
Broken pieces of sod smaller than 5" are not acceptable.
I" - IV Washed Gravel. Veritfy with general contractor before installation.
06.
Thoroughly water sod after installation. A
2n s (TV V� ay�
�D[
I
< � 7 k
lUl'i °!
Location Map
Landscape Calculations
Plant Material Removal
01. Removal of unwanted existing plant material is the responsibility Rexpired Landscaping
POINT CALCULATIONS
of the Landscape Contractor.
PrPruning /Shaping Site Area ( To tal Area) 120,886 1000 x 30 = 3,630 Points Pequired
Buffer -- NONE REQUIRED,�
01. All plant material shall be pruned/shaped to remove all damage
ts
resulting in shipment or installation and to give a uniform, attractive TOTAL POINTS REQUIRED 3,630 Poly
appearance. Final approval of completion of this task shall be CANOPY TREE REQUIREMENT
given by the Landscape Architect, Owner's Representative or the Owner. 5,630 Total Points x 50% 1,815 Totolf`Paint5 -Required
02. Trees shall be pruned from trees to allow for io' clear trunk.
Existing Landscaping
03. Crape Myrtle Trees shall be pruned from trees to allow for 5' No Existing Vegetation to be Claimed
is
clear trunk.
NOTE:
All Disturbed earth MIJ5t be 100ili
gross or ground cover prior to c4
PHASE 2
C
9
1 + 2 ) Lawn
Lawn
Lawn
42
(+
Lawn
NOTE:
Pool and Sport Court to be Designed
Lawn
.. ■�� Lawn
PHASE
with established
I Lawn 11
Lawn
C
J
A
... ROBERT .. B . . R . R UTH
............... 0
1434
IST
yn
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(n
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Q) a
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Date: 1/27/04
Revisions:
Sheet Number
Sheet I of 2 t ,
Wax Leaf Ligustrum (6 Gal.) Typ.
3 Dia Mulch Ring Typ.
Crape Myrtle (Watermelon Red) Typ.
Locebark Elm Typ.
3' Dia Mulch Ring Typ.-
1r
/��
BPI
0
0
P 100
Landscape Calculations
Plant Material Removal
01. Removal of unwanted existing plant material is the responsibility Rexpired Landscaping
POINT CALCULATIONS
of the Landscape Contractor.
PrPruning /Shaping Site Area ( To tal Area) 120,886 1000 x 30 = 3,630 Points Pequired
Buffer -- NONE REQUIRED,�
01. All plant material shall be pruned/shaped to remove all damage
ts
resulting in shipment or installation and to give a uniform, attractive TOTAL POINTS REQUIRED 3,630 Poly
appearance. Final approval of completion of this task shall be CANOPY TREE REQUIREMENT
given by the Landscape Architect, Owner's Representative or the Owner. 5,630 Total Points x 50% 1,815 Totolf`Paint5 -Required
02. Trees shall be pruned from trees to allow for io' clear trunk.
Existing Landscaping
03. Crape Myrtle Trees shall be pruned from trees to allow for 5' No Existing Vegetation to be Claimed
is
clear trunk.
NOTE:
All Disturbed earth MIJ5t be 100ili
gross or ground cover prior to c4
PHASE 2
C
9
1 + 2 ) Lawn
Lawn
Lawn
42
(+
Lawn
NOTE:
Pool and Sport Court to be Designed
Lawn
.. ■�� Lawn
PHASE
with established
I Lawn 11
Lawn
C
J
A
... ROBERT .. B . . R . R UTH
............... 0
1434
IST
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Date: 1/27/04
Revisions:
Sheet Number
Sheet I of 2 t ,
Wax Leaf Ligustrum (6 Gal.) Typ.
3 Dia Mulch Ring Typ.
Crape Myrtle (Watermelon Red) Typ.
Locebark Elm Typ.
3' Dia Mulch Ring Typ.-
1014 a
IN
IOM
4EST ASST
Lateral Line
3
WN
4WT
IOM
Install: an additional ICM 400 Module to
acconfirrodate additional zones.
....... . . • . . . .
Irrigation Main Line
I
END'
low
di CONCRETE
( LOPE TO DRAIN)
FINISH GRADE
3/4", CONDUIT
low FOR 1 11 , 20/230 VAC
1 1/4
1 1/2" OR 2" (32, 40 OR 50mm)
CONDUIT FOR VALVE WIRES
Hunter 1CC-M (Nall Mount)
(Metal)
Ref :_ None - Scale: None
-_
I ONE
NI
Finish Grade
MPR Plus Spray Nozzle
pray Pattern Varies)
Note
Irrigation Meter, Vacuum Breaker Assembly and
Controller were placed during Phase I. See
Location Map for the location of these components.
Water Proof Connection (Typ.)
Valve Box With Cover:
Finish Grade/Top of Mulch
Remote Control Valve-Rain Bird PEB
(Size Varies)
PVC Main Line Pipe
Toro 570Z Series Pop-up
(V' Pop-up in Lawn) emote ontrol Valve
psoil F 05 Pain Biri P
LB
ipple Ref: None Scale: None
Pipe Lateral Tee
Stub out for future mainline
KI
ASST
1214
Sidewalk
O
41 MT Sidewalk 4MT 4EST 4EST 4EST 4EST — ' 4E5T Sidewalk "mT T�
4;ST 48ST =T 4EST 4EST 4"T 45ST
NK311111193000M M M — — — —
Existing Post Oak (Unprotected) Retaining Nall Typ.
Irrigation
Plan
Ref: None Scale: 0=20'
h1g_t&_3 Verify all dimensions before construction.
North
4EST _"• 4EST x1111 4EST 4EST 4EST 4EST 5idewcflfF:
4— PRUE 24SST 45ST 455T 4SST
1
Tie into existing lateral line (Zone 6
Tie into existing 2" Mainline i
Note; Install sprinkler
%2 above finish grade
19 ro 570Z Sertes
Po pup Sprinkler
Ref: None ca , e None
41
girls I I II I
I rzfEll
I 'V
h 0,
(-P
•
Note:
Irrigation needs to be determined after Pool and
and Sport Court designs are- finalized.
Nl_
LIB ...........
(34 Hose Bi b on
Swing tcoint
Ref None Scale: None
10" Plastic Valve BOX
5 1 4 " Bross Boller Drain (Hose Bibb)
I" Plastic Ball Valve
Manufactured Swing Joint Assembly
Irrigation Specifications
Valve
Valve
(Volume)
All main lines are to be SCH 40 PVC pipe,
Size
All lateral lines are to be C1055 200 PVC, pipe.
#6
Q211
(35.37 GPM)
All wiring is to be 14 gouge.
05.
(Total GPM Including Phase I Heod5
#7
2
(46.152 GPM) Max.
(46.132 GPM)
#B
Q211
(30.66 GPM)
Avg.
#9
Ik2
(25.% GPM) (35.57 GPM)
#10
Ik2
(31.29 GPM)
#11
2
(42.09 GPI
#12
999001WROOM
(To Be
Determined)
Note
Irrigation Meter, Vacuum Breaker Assembly and
Controller were placed during Phase I. See
Location Map for the location of these components.
Water Proof Connection (Typ.)
Valve Box With Cover:
Finish Grade/Top of Mulch
Remote Control Valve-Rain Bird PEB
(Size Varies)
PVC Main Line Pipe
Toro 570Z Series Pop-up
(V' Pop-up in Lawn) emote ontrol Valve
psoil F 05 Pain Biri P
LB
ipple Ref: None Scale: None
Pipe Lateral Tee
Stub out for future mainline
KI
ASST
1214
Sidewalk
O
41 MT Sidewalk 4MT 4EST 4EST 4EST 4EST — ' 4E5T Sidewalk "mT T�
4;ST 48ST =T 4EST 4EST 4"T 45ST
NK311111193000M M M — — — —
Existing Post Oak (Unprotected) Retaining Nall Typ.
Irrigation
Plan
Ref: None Scale: 0=20'
h1g_t&_3 Verify all dimensions before construction.
North
4EST _"• 4EST x1111 4EST 4EST 4EST 4EST 5idewcflfF:
4— PRUE 24SST 45ST 455T 4SST
1
Tie into existing lateral line (Zone 6
Tie into existing 2" Mainline i
Note; Install sprinkler
%2 above finish grade
19 ro 570Z Sertes
Po pup Sprinkler
Ref: None ca , e None
41
girls I I II I
I rzfEll
I 'V
h 0,
(-P
•
Note:
Irrigation needs to be determined after Pool and
and Sport Court designs are- finalized.
Nl_
LIB ...........
(34 Hose Bi b on
Swing tcoint
Ref None Scale: None
10" Plastic Valve BOX
5 1 4 " Bross Boller Drain (Hose Bibb)
I" Plastic Ball Valve
Manufactured Swing Joint Assembly
Irrigation Key
Irrigation Valve
• Toro 570Z Head
5ch 40 PVC Sleeve
Hose Bibb (Boiler Valve
[HB with PVC Ball Valve on
Swing Joint in 12" plastic
Valve Box.)
2" Sch 40 PVC Mainline
PHASE 2
Location Map
Phase IV Phase V:J I Phase V7
L > > >
(U 0 W
V)
> >
CL 0. CL (L
01
CL 0- (L
> >
>_ >
U) > a oa
a.
L
a.
r
Irrigation Controller Ph. I se I
Q2" Irrigation Meter
D E"', M 0 n
CL
Vacuum Breaker Assembly
I
, Phase I Phse
fewalk
General Irrigation Specifications
KV
01.
All main lines are to be SCH 40 PVC pipe,
02.
All lateral lines are to be C1055 200 PVC, pipe.
03.
All fittings are to be schedule 40 PVC.
04.
All wiring is to be 14 gouge.
05.
All sleeves to be Schedule 40 PVC pipe..
06.
All valves are to be Rainbird Pr=B series automatic valves.
07.
Add additional Modules to existing Controller to accommodate irrigation zones.
05.
All valve boxes (plastic) shall remain flush with finish grade for a
period of one year or will be raised /straightened at no cost to the Owner.
0
All irrigation components shall carry an unconditional one year
F111111A
guarantee (materials and labor).
10.
Installation of all irrigation components shall be approved by
IOM
Landscape Architect, Owner or Owners' Agent before pipes
are covered.
11.
All irrigation ditches shall be backfilled and tamped. Clods and debris
unearthed during trenching shall be removed from the site.
12.
The Irrigation Contractor is responsible for complying with the City
of College Station codes and requirements.
13.
The Contractor is responsible for obtaining any and all permits required
to perform work.
14.
Complete coverage of designated irrigation areas is required to obtain
o
f inal acceptance.
15.
Clean Up is considered to be a part of this project and is the responsibility
of the Contractor. All drink containers and food wrappers shall be placed in
SO
designated areas and disposed of property.
H
Maximum
Design Flow per Zone: Not to exceed 75 GPM.
M
M L
Irrigation Key
Irrigation Valve
• Toro 570Z Head
5ch 40 PVC Sleeve
Hose Bibb (Boiler Valve
[HB with PVC Ball Valve on
Swing Joint in 12" plastic
Valve Box.)
2" Sch 40 PVC Mainline
PHASE 2
Location Map
Phase IV Phase V:J I Phase V7
L > > >
(U 0 W
V)
> >
CL 0. CL (L
01
CL 0- (L
> >
>_ >
U) > a oa
a.
L
a.
r
Irrigation Controller Ph. I se I
Q2" Irrigation Meter
D E"', M 0 n
CL
Vacuum Breaker Assembly
I
, Phase I Phse
fewalk
Ill m ill IIIKIII Sidewalk
40ST OWT
KV
I
N§
T
T
IOM
C I n
(n
7 C)
IOM
0
IOM
F111111A
I OM
IOM
IOM
3
ION
IOM I tn'
I 1 2G
o
O
100 (+1
SO
414 low
IOM WH
M
M L
rllllllll��� 111111111 111111111
1
��P
7 0 OF
%
. ° ° . . °. ° ° °° 0
F
M .........................
B
,6 ROBERT B. RUTH 0
............... v .
14
34
%
2/]02/04
L
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Date: 1/27/04
Revisions: I
Sheet Number
I
Sheet 2 of 2
040
lo;o� -
PROJECT BENCHMARK: Square cut in light standard. Located
across from the East corner of property fronting Krenek Tap / \
Road. X= 3566020.02, Y= 10209307.72, Elevation = 27 I 1 i -, \-,� ( ( 1
r` J I i �- i -t L- I� n L U; I I Scale: '` , J
I i I I WINDSOR POINTE APARTMENTS 60 feet
I I I ( I I c -� I 31 3 ? > =
Ir,� 4A 24 ' SA 25 26A ?�� 2iA I 2iE �A I 28� PWFs SWIG `4 D V -NIEa R5 =ZONED
Relocate 10" S itary Sewer Line
�� T I I I ROBE B R, B. FL IN 7.5 Side
CD (3I -0 K 1 7381 1 16 Bldg. Setback �- --
89 - - -- ~
--- - ---- _ _2 P I ILL, •P L .I_N -- - -- - - - - -- - --- - --- -=- - - - - - -- - - - -- - - -- en - - - - --- - -- -- - - - - -- _ - -_� -
0 5S
- - - - -- - -- --- 1 -SS ° 1 -SS - iD -So ' l VV1. 3CT`t'L� 19; f , l .- ._._ +t � -- �F
�1 -I- - -- - -- - - -- ( - - 1a- s 10 -ss �-
-- \ g 1 -ss 10 -ss 5
1� I ti laz- - - -- ---- -• - - -- .41_8 4 E_ = -- •--
_ 82.76 - - -- �x c -- -- 1- -�•'�-�• ------ d
-4 -•
10-ss - -- �, - 20' Rear i r • - -- -- - - - - -N _42: 1.1 �.� e 2�7�4�.. - -- - - -- ... _ -r- - r --
- - N 42'23'36" E 190.28 r / I C -; I I t Bid Setback ( h __ -___ . _- _� -- -- --'- -- -_ .- •..- _.�
- - - - -- Bldg. i I I
C I
2" Iron '.\ \ I � , s �l � I { I l I o
1 ` '` I ��• t�';! I I � I � I €��
/ \ ! ; ; F F, 2 32.5 1 g F'TJ 7U r Rod I } i 1 /2„ Iron F ! t 1 = i k [ t I
-.\ Found` ound ``.:l { - }jl i ` I I I _._ _ � ,-.
t I F t F ' ! 2,). ✓;�L
�t
'- - !. _ I I p >, r ! E { '_ 1 'I i t i - I F (� , t I •- 1 ? ; _S_ t -•� _ I j� # ! I i -
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-- 1316.34' DRIVE P.'0 ITE,RIG T,'
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Phase
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} ,' - - 7 .��- 788.76' DRI E OPPOSITE LEFT
-- 1316.34' DRIVE P.'0 ITE,RIG T,'
Phas =1 -
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Phase Plan
S: stamrteondoslPHASE 2\0229 -01- overall .dwg,1 /30120049:07:52AM,16
+
J '1 CITYD OF COLLEGE STATION _. f
'E 'CENTRAL PARK
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Addresses
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1001 Krenek p Road
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Parking Legeni 1 (Phase II
Parking Space ,t{ equired : 1 Space per Bedroom = 88 Spaces.
Parking Space ',Provided: 172 spaces
Parking Legen, nli }All Phases
it
Parking Space Required : 1 Space per Bedroom = 609 Spaces.
Parking Space l Provided: 661 spaces
,i
Density Legen � � I
Density =178 Q'its on 13.72 acres
178 units / 13. 2 acres = 12.97 units per acre
Allowable De 'i y =16 units/ acre * 13.72 acres = 220 units
Parking Space !Required By Phase
Phase I: Par 'g Spaces Required: 92 Spaces.
Park g Spaces Provided: 103 Spaces
Phase II: Parking Spaces Required: 88 Spaces.
Parrk Spaces Provided: 172 Spaces
Phase III: Park Spaces Required: 75 Spaces.
Park Spaces Provided: Provided in Phase II
Phase IV: Paz g Spaces Required: 119 Spaces.
Paz I F Spaces Provided: 130 Spaces
Phase V: P Spaces Required: 235 Spaces.
Paz g Spaces Provided: 256 Spaces
VICINITY MAP
N.T.S.
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the
Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation.
a. Contact Dig Tess @ 1- 800 - 344 -8377
b. Contact Kean Register at Oncor, Tel: 774-2501
c. Contact Mike Lavender at Cox Cable, Tel: 846 -2229
2. All construction shall be in accordance with the current City of College Station Standard Specifications for Street Construction and
City of College Station Water and Sewer Specifications. All inspection on public infrastructure shall be performed by the staff of the
City Engineer of College Station. All construction shall be coordinated with the City of College Station City Engineer.
3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City
Engineer for any substitution. Requests for changes should include product information and an engineers seal where applicable. The
contractor shall be financially respo?sible for the engineers time spent reviewing changes and redesigning based on contractors
requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. Forgenerai
requirements, see Trench Safety sfi for details.
5. TRENCHING AND BACKFILLING: The backfilling of all trenches within structural areas shall be accomplished with cement
stabilized sand placed to within 6" of pavement subgrade. The backfilling of all trenches outside of structural areas shall be placed so
as to achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum and 4 percent (4 %) wet of optimum
moisture content. Testing shall be I rovided by a certified laboratory at the Owner's expense to verify these standards. Any retesting
due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalk footprints and shall
extend & beyond the curb lines of all streets, alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near
energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of
College Station Electrical Division.
7. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior.
e e which it is used.
subsidiary to the item m wh
Separate Bid Item
shall be considered subs
8. ;III materials and labor not ident as a ep rY
9. The Contractor must provide construction staking from the information provided on these plans.
s of construction.
be full p rotected riot to the tart
10. Trees to be protected are shown hen: in and shall y p p
11. All soil exposed by construction shall receive Solid St. Augustine Sod.
' properly 13. Trenches may be left open overnight if p p eri barricaded.
rricaded.
14. All paint and glass beads used shall conform to TxDOT Standard Specification 666 Type 11 with glass beads.
15. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway. This TCP shall
conform to the guidelines in the contract documents and those contained in the Texas MUTCD.
with all requirements is of the Current Texas Accessibility wm Standards.
16. Handicap Ramps shall comply eq
17. Contractor shall install 2 4" Grey Schedule 40 PVC conduits as shown, 48 " below finished grade and install pull string in conduit.
18. Structural fill (under pvmt, building pad, sidewalks) shall be compacted to 95 % std. proctor density.
¢n
19. dire Walls: All exterior walls and required interior walls shall be sheathed with a Drywall to provide a one (1) Hour fire rating.
SITE PLAN NOTES:
1. Name of Project: Waterwood Condominiums
2. Legal Description: Lots 1 & 2, E & M Jones Farm Place
3. Owner: Jim Stewart
4200 Woodland Park Court
Arlington, Texas 76013
(817) 994 -4663
(817)429-8664
4. Engineer. Mitchell & Morgan, L.L.P.
511 University Drive East, Suite 204
College Station, Texas 77840
(979) 260963
5. Zoning: R-4
6. Existing Use: Vacant Proposed Use: Condominiums
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 13.72 acres
9. Project Information: PH is 27 units
PH II: 25 units
PH III: 22 units
PH IV: 35 units
PH V: 69 units -
No portion of this site lies within the 100 -year floodplain per FEMA's Flood Insurance Rate Map
panel 48041 C0144C.
Effective date: July 2, 1992.
t
� J
FIRE LANE
DESIGNATED
PARKING
ONLY
All curbs and curb ends designated as
firelones on plans shall be painted red
with *4" (four inch) white lettering stating
"FIRE LANE -NO PARKING -TOW AWAY ZONE"
Wording may not be spaced for than
fifteen (15) feet apart.
* 8" (eight inch) high if white lettering
painted on surface of pavement.
• = = =M=M = =mom
FIRE LANE STRIPING
18" x 12"
See Ordinance for
additional Information
FIRE LANE SIGN
1
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W
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Phase I
Phase II \
/ Phase III
Phase N
Phase V
1 - 7 units 4x3b + 3x4b = 24 bedrooms
'5 - 6 units 4x3b + 2x4b = 20 bed rooms
la.
9 - 7 units 4x3b + 3x4b = 24 bedroom's
12 - 7 units 4x3b + 3x4b = 24 bedrooms
17 - 7 units 4x3b + 3x4b = 24 bedrooms
2 - 6 units 4x3b + 2x4b = 20 bedrooms,`
6 - 3 units 3x4b =12 bedrooms
+ 2x4b = 20 bedrooms
10 - 7 units 4x3b + 3x4b = 24 bedrooms`,
13 - 5 units 3x3b + 2x4b =17 bedrooms
18 - 5 units 3x3b + 2x4b =17 bedrooms
19 7 4x3b + 3x4b = 24 bedrooms
3 - 7 units 4x3b + 3x4b = 24 bedrooms
7 - 6 units 4x3b
11 - 8 units 5x3b + 3x4b = 27 bedrooms
14 - 7 units 4x3b + 3x4b = 24 bedrooms
- units
4 - 7 units 4x3b + 3x4b = 24 bedrooms
8 - 7 units 4x3b + 3x4b = 24 bedrooms t:
22 units / 75- RllaelJrooms�
15 - 8 units 5x3b + 3x4b = 27 bedrooms
20 - 8 units 5x3b + 3x4b = 27 bedrooms
27 units / 92 bedrooms
27 - 3 units 3x4b =12 bedrooms =:
16 - 8 units 5x3b + 3x4b = 27 bedrooms
21 - 8 units 5x3b + 3x4b = 27 bedrooms
22 - 7 units 4x3b + 3x4b = 24 bedrooms
25 units /''88 bedrooizms
35 units / 119 bedrooms
23 - 5 units 3x3b + 2x4b =17 bedrooms
24 - 7 units 4x3b + 3x4b = 24 bedrooms
Civil Engineering
Hydraulics; Hydrology;
r
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25 - 7 units 4x3b + 3x4b = 24 bedrooms
q.-'
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26 - 8 units 5x3b + 3x4b = 27 bedrooms
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Phase Plan
S: stamrteondoslPHASE 2\0229 -01- overall .dwg,1 /30120049:07:52AM,16
+
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'E 'CENTRAL PARK
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Addresses
i
1001 Krenek p Road
I;I
I�1
Parking Legeni 1 (Phase II
Parking Space ,t{ equired : 1 Space per Bedroom = 88 Spaces.
Parking Space ',Provided: 172 spaces
Parking Legen, nli }All Phases
it
Parking Space Required : 1 Space per Bedroom = 609 Spaces.
Parking Space l Provided: 661 spaces
,i
Density Legen � � I
Density =178 Q'its on 13.72 acres
178 units / 13. 2 acres = 12.97 units per acre
Allowable De 'i y =16 units/ acre * 13.72 acres = 220 units
Parking Space !Required By Phase
Phase I: Par 'g Spaces Required: 92 Spaces.
Park g Spaces Provided: 103 Spaces
Phase II: Parking Spaces Required: 88 Spaces.
Parrk Spaces Provided: 172 Spaces
Phase III: Park Spaces Required: 75 Spaces.
Park Spaces Provided: Provided in Phase II
Phase IV: Paz g Spaces Required: 119 Spaces.
Paz I F Spaces Provided: 130 Spaces
Phase V: P Spaces Required: 235 Spaces.
Paz g Spaces Provided: 256 Spaces
VICINITY MAP
N.T.S.
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the
Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation.
a. Contact Dig Tess @ 1- 800 - 344 -8377
b. Contact Kean Register at Oncor, Tel: 774-2501
c. Contact Mike Lavender at Cox Cable, Tel: 846 -2229
2. All construction shall be in accordance with the current City of College Station Standard Specifications for Street Construction and
City of College Station Water and Sewer Specifications. All inspection on public infrastructure shall be performed by the staff of the
City Engineer of College Station. All construction shall be coordinated with the City of College Station City Engineer.
3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City
Engineer for any substitution. Requests for changes should include product information and an engineers seal where applicable. The
contractor shall be financially respo?sible for the engineers time spent reviewing changes and redesigning based on contractors
requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. Forgenerai
requirements, see Trench Safety sfi for details.
5. TRENCHING AND BACKFILLING: The backfilling of all trenches within structural areas shall be accomplished with cement
stabilized sand placed to within 6" of pavement subgrade. The backfilling of all trenches outside of structural areas shall be placed so
as to achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum and 4 percent (4 %) wet of optimum
moisture content. Testing shall be I rovided by a certified laboratory at the Owner's expense to verify these standards. Any retesting
due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalk footprints and shall
extend & beyond the curb lines of all streets, alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near
energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of
College Station Electrical Division.
7. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior.
e e which it is used.
subsidiary to the item m wh
Separate Bid Item
shall be considered subs
8. ;III materials and labor not ident as a ep rY
9. The Contractor must provide construction staking from the information provided on these plans.
s of construction.
be full p rotected riot to the tart
10. Trees to be protected are shown hen: in and shall y p p
11. All soil exposed by construction shall receive Solid St. Augustine Sod.
' properly 13. Trenches may be left open overnight if p p eri barricaded.
rricaded.
14. All paint and glass beads used shall conform to TxDOT Standard Specification 666 Type 11 with glass beads.
15. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway. This TCP shall
conform to the guidelines in the contract documents and those contained in the Texas MUTCD.
with all requirements is of the Current Texas Accessibility wm Standards.
16. Handicap Ramps shall comply eq
17. Contractor shall install 2 4" Grey Schedule 40 PVC conduits as shown, 48 " below finished grade and install pull string in conduit.
18. Structural fill (under pvmt, building pad, sidewalks) shall be compacted to 95 % std. proctor density.
¢n
19. dire Walls: All exterior walls and required interior walls shall be sheathed with a Drywall to provide a one (1) Hour fire rating.
SITE PLAN NOTES:
1. Name of Project: Waterwood Condominiums
2. Legal Description: Lots 1 & 2, E & M Jones Farm Place
3. Owner: Jim Stewart
4200 Woodland Park Court
Arlington, Texas 76013
(817) 994 -4663
(817)429-8664
4. Engineer. Mitchell & Morgan, L.L.P.
511 University Drive East, Suite 204
College Station, Texas 77840
(979) 260963
5. Zoning: R-4
6. Existing Use: Vacant Proposed Use: Condominiums
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 13.72 acres
9. Project Information: PH is 27 units
PH II: 25 units
PH III: 22 units
PH IV: 35 units
PH V: 69 units -
No portion of this site lies within the 100 -year floodplain per FEMA's Flood Insurance Rate Map
panel 48041 C0144C.
Effective date: July 2, 1992.
t
� J
FIRE LANE
DESIGNATED
PARKING
ONLY
All curbs and curb ends designated as
firelones on plans shall be painted red
with *4" (four inch) white lettering stating
"FIRE LANE -NO PARKING -TOW AWAY ZONE"
Wording may not be spaced for than
fifteen (15) feet apart.
* 8" (eight inch) high if white lettering
painted on surface of pavement.
• = = =M=M = =mom
FIRE LANE STRIPING
18" x 12"
See Ordinance for
additional Information
FIRE LANE SIGN
1
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Hydraulics; Hydrology;
Utility Planning & Design
Site Planning & Design
Street Design
Subdivision Planning esign
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