HomeMy WebLinkAboutDrawingsSECTION 9 10
-71 -AA 71 -AA.
J
.V •
,. THE SEAL APPEARING ON THIS
Engineering, ° JOSEPH MP. S HULTZ,ENT WAS TH E., LI BY
P.E. LICENSE
2730 Longmire, Suite A NO. 65889 ON APRIL 5, 2013.
College Station, Texas 77845
g ISSUED FOR CONSTRUCTION
-'979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS JKO JPS 12-224 APRIL 2013
— P P
�{ ,P PARKING ANALYSIS
si 19 SPACES PARKING
DIM A 1 SPACE HANDICAP PARKING
COMPACTED GRANITE 20 SPACES TOTAL
4" THICK
" RECYCLED
4
PLASTIC EDGE
DIM B
NOTES:
CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF PIPELINES, UTILITIES AND SERVICE
LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY
6" AT EACH END
CURVE TABLE
16
—
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
31.73'
25.02'
072' 38' 56"
18.40'
29.64'
N09' 17' 21'E
C2
137.80'
527.11'
014' 58' 42"
69.29'
137.41'
1 00' 29"E
C3
MARK
REVISION
BY
DATE
.V •
,. THE SEAL APPEARING ON THIS
Engineering, ° JOSEPH MP. S HULTZ,ENT WAS TH E., LI BY
P.E. LICENSE
2730 Longmire, Suite A NO. 65889 ON APRIL 5, 2013.
College Station, Texas 77845
g ISSUED FOR CONSTRUCTION
-'979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS JKO JPS 12-224 APRIL 2013
— P P
�{ ,P PARKING ANALYSIS
si 19 SPACES PARKING
DIM A 1 SPACE HANDICAP PARKING
COMPACTED GRANITE 20 SPACES TOTAL
4" THICK
" RECYCLED
4
PLASTIC EDGE
DIM B
108"
NOTES:
CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF PIPELINES, UTILITIES AND SERVICE
LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY
6" AT EACH END
CURVE TABLE
16
—
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
31.73'
25.02'
072' 38' 56"
18.40'
29.64'
N09' 17' 21'E
C2
137.80'
527.11'
014' 58' 42"
69.29'
137.41'
1 00' 29"E
C3
130.44'
28361.35'
000' 15' 49"
65.22'
130.44'
1 21' 56"E II
C4
196.95'
731,66'
015' 25' 24"
99.08'
196.36'
N51' 09' 00"E (I
C5
22.78'
25.00'
052' 12' 42"
12.25'
22.00'
N68' 02' 50"E II
108"
NOTES:
CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF PIPELINES, UTILITIES AND SERVICE
LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY
6" AT EACH END
��-- (� AT I O
SPECIFICATIONS
16
—
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL
d
— D
i�M
16
i t
— Iff
0;-
12
2.
ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE 2012 BRYAN / COLLEGE STATION STANDARD
1 1M_M
MANUFACTURER & MODEL
16
12
24
1E
3.
I
1
Tf1
1
1T
FFlit
BARS AT 1' HEIGHT DIFFERENCE. HUNTER GREEN
i
�15��I
6"30"
MIN.
6"
�30' MIN.
6"
1531
-- --- .. GENERAL
1.
NOTES:
CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF PIPELINES, UTILITIES AND SERVICE
LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY
DIM B
��-- (� AT I O
SPECIFICATIONS
16
—
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL
16
16
3
16
1-800—DIG—TESS.
4
12
12
2.
ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE 2012 BRYAN / COLLEGE STATION STANDARD
FITNESS STATION
MANUFACTURER & MODEL
16
12
SPECIFICATIONS. -
3.
ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST
1
OUTDOOR FITNESS EQUIPMENT PULL UP/HORIZONTAL
BARS. TWO 4'311;"
AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY &
BARS AT 1' HEIGHT DIFFERENCE. HUNTER GREEN
URF GREEN.
INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT
AS—BUILT CONDITIONS.
2
OUTDOOR FITNESS EQUIPMENT PUSH—UP BARS.
TWO 3'3%" BARS AT 1'
ABOVE GRADE. HUNTER GREEN/TURF GREEN]
4.
I
DISTURBED AREAS SHALL BE BROADCAST SEEDED WITH BERMUDA/RYE MIXTURE IN ACCORDANCE WITH STANDARD
1
SPECIFICATION SECTION 32 92
OUTDOOR FITNESS EQUIPMENT PARALLEL BARS.
LENGTH 8'4" HEIGHT
3
3'814". HUNTER GREEN/TURF GREEN.
5.
NO .PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA.
-
OUTDOOR FITNESS EQUIPMENT STEP AND R
ATE APPARATUS. WIDTH
6.
ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS
4
2'7)4" LENGTH 2'103(3". HUNTER GREEN/TUR
GREEN.
1,
NOT TO BE VISILE FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,
MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
OUTDOOR FITNESS, EQUIPMENT BACK EXTENS
N. WIDTH 2'714" LENGTH 4'
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
5
HEIGHT 1'114" STEEL FRAME WITH 2 PADS.
UNTER GREEN/TURF
7.
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT
GREEN.
-
ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL
OUTDOOR FITNESS EQUIPMENT SIT—UP BENC
. WIDTH 2'S1fi" LENGTH
DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED
6
7'iQ>4" HEIGHT 2'114" HUNTER GREEN/TURF
REEN
CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
_ 8.
CONTOURS SHOWN ARE FROM FIELD SURVEY DATA.
(ALTERNATE MANUFACTURER MAY BE SUBMIr
D FOR APPROVAL)
FITNESS STATION
DIM A
DIM B
1
16
12
2
16
16
3
16
12
4
12
12
5
12
12
6
16
12
9. THE ALIGNMENT AND LOCATION OF THE CONCRETE PATH AND FITNESS STATIONS MAY BE ADJUSTED IN THE FIELD AS BENCHES VICTOR STANLEY, MODEL CR -196: CLASSIC ERIES BENCH. DARK GREEN.
NECESSARY TO PREVENT REMOVAL OF TREES.
10. THE SITE IS IN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. THIS FEE DOES NOT APPLY TO THE LIGHT FIXTURES BETA LED 'THE EDGE" LUMINAIRE, CAT.
If
\ IRRIGATION SERVICE. ARE—EDG-2MB—AA-06—C—UL—BK—F(120)—R TYPE 11
\
LONESTAR PRESTRESS, ROCHESTER SERIES, CAT. # 161214—FB (BLACK 11. SIGNS SHALL BE PERMITTED SEPARATELY. LIGHT POLES ETCHED FINISH WITH ACRYLIC SEALER. 2-3/8" TENON, POLE EMBEDDED,
ELECTRICAL NOTES: 12' TALL)
1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
2. DEVELOPER PROVIDES 30' OF RIGID OR IMC CONDUIT FOR RISER POLES. CSU INSTALLS RISER.
3. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND ` n EXTEND AS REQUIRED. VICINITY MAP
'.. \ 4. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH
AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT.
5. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN.
6. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.)
7. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN.
.' CONCRETE PATH xkmwr +a
\ \ 1. RUNNING SLOPE NOT TO EXCEED 5%
2. CROSS SLOPE SHALL BE BETWEEN 1-2%
\ t 3. PLANS SHALL BE REVIEWED AND CONSTRUCTION SHALL BE INSPECTED IN FULL COMPLIANCE WITH TOLR TAS
r CHAPTER 68. ,r V
4. THE CONCRETE PATH SHALL BE 4" THICK REINFORCED CONCRETE, 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
�i�,
'lti. M \ LII
Ni
j�11�R � � 2d t� PROJECT
LOCATION
Mol,
EPTF Pp�++ ��
ISION�dVL1.�a� �7 i�'1I I�IY
LOT 81' c
LEGEND - DEVELQP'MENT SERVICES
PP1Ehif LL� l � _
Bv1s1aN I ��' � i
7, LOT BR ^ }
t
I=
(t3
Fu'
r•��
LSM: 11
PLAT FILEa.
SITE PLAN
CASTLEG.A.T'E 11 PARK B
ASTLEGATE II SUMM-SIOIeT
SECTION 200, PARKLAND13, rf
TOTAL AREA= 1.837ACRES
10,3
COILUF
ROBERT STEVENSON LEAGUE, A-54"-- --- U
COLLEGE STATION, BRAZOS COUNTY, TEXAS _
OWNER:
City of College Station j
Accounting ENGINEER:
PO BOX 9973 APRIL 2013
tz Engineering,
College tats 690-7250X7742 8083 SCh JOe Schultz, E LLC
v
Firm #12327
--�`a SURVEYOR: DEVELOPER:
2730 Longmire, Suite A
Brad Kerr, RPLS No. 4502 3-D Development College Station, Texas 7784
Kerr Surveying, LLC 4490 Castlegate Drive
�, t I 409 N Texas Ave, College Station, TX 77845 979-764-3900
Bryan, TX 77803 (979) 690-7250
(979) 268-3195 i
It IE OF
.
JOSEPH P.
............................
65889
FIM # 12327 --( 3
SCHULTZ ENGINEERING, LLC
SHEET
va In
��s . ,; r LEGEND
/ > v ` ' S850 14'29"W - 43.28'
BOUNDARY
33& - EXISTING CONTOUR
"r J iS`' tF PHASE UNE
DISTURBED AREA LIMITS
TREE BARRICADE FENCING
2 UE ELECTRICAL CONDUIT
Ft% PUBLIC UTILITY EASEMENT LINE
%O PUBLIC SANITARY SEWER MANHOLE
PUBLIC SANITARY SEWER LINE
S 190 27' 33"W - 64.74' ; ' -' / / j �' /,. t'ti ,
W-8 PUBLIC WATER UNE I
ST PUBLIC STORM SEWER LINE
FITNESS STATION
/ t LOT LINE
SILT FENCE / /®
° �' \ '?'• ® 100 YR FLOODPLAIN LIMITS
/ ,' / -.� '� �!/ ® � � •: on 1w.
ADA SIGN Z +C•,.� :-••',r;;.•s°;r: ,�--
EXISTING SIDEWALK
InvJ
T ADA RAMP / �` ..' �,\ C � l:.'•
/ r% r� BIKE RACK �� / J;.Pf"
r (...1 CONCRETE PATH
Q,
f-`
15 0 30
/* - / ' ' iP\� p` ,� a :r��+"'"mss i; COMPACTED CRUSHED GRANITE W/
r `� • \ %I 1" x 4" RECYCLED PLASTIC EDGING
SCALE IN FEET / '.' j''`ter ® !. -. "�'� ` / e \ �� �r
� j LED LIGHTING W/ POLE, 12' HIGH
LIGHT 1 R ' �' •y> ��/ "PUBLIC ACCESS
% 2. \� EASEMENT /
DISTURBED AREA LIMITS �/ r ,,� `L 'i
�1. °
VOL t ' !; . � SILT FENCE
SIDEWALX
NCH
` TRE DRAIN
LIMITS OF POND BENCH
^ CONSTRUCTION EXIT
001
SIDEWALK V, �, \
TRENCH DRAIN y yj �j? 0j�, /
LIGHTSPARKING ISLAND
180 SF I
coNSTRucnoN
®t�
1®1 .� FITNESS STATION
g ® ♦ sA
e!momi�► / t, `-,'` - 9 kap �'ir.°'h''00
1
,
NOTES:.-
/�, - ' ,•_''t tr/ 1 ALL SIGNS WILL BE PERMITTED SEPARATELY.
f TREE BARRICADE FITNESS STATION
FENCING - - "�'� \ �n
{ LIGHT r`o-c. 18" MOW
FITNESS STATION P II
/ ��?<'-,_ CYLEX COLOR TO BE C205 BROWN
ADA RAMP :•p
SIDEWALK BENCH v' I PAINT TREE DARK •�` _-%� 4'
FITNESS STATION ® - - 3�, TRENCH DRAIN GREEN (2 COATS) 2" RADIUS
IT> I h- �� k �
00,' CREPE MYRTLES
ti AND SUPPLEMENTAL a"
® FITNESS STATION ;:_
.� �� LANDSCAPING SIDEWALK �.. a : -' PA
R K NAME
PARK SIGN - TRENCH DRAIN I`
/ ®, ®► `-'� r � - PUE WIDTH VARIES I , in- lel
CONCRETE PATH.-- 1 2-
• ,, 7->. ,�, PAINT TRUNK
® I „ ELVETICA MEDIUM
/ / 1 I-- _ }._� �'" " 1 ` H DARK BROWN
/ eA � ,, L.�` I 4Y, , _ �.._ 1" x 4" RECYCLED � S e CONDENSED LETTERS
„-:: � ;! ...__ _: `: ,,. .. :.. <; ,,,� - - PLASTIC EDING
(r ! b T
I f t � � F PAINT W 2 COC
2 ROUTED
C `�-�----S 1 ENAME
k`. �•`� :• BEIGE L
2 4 ;i;.. BORDER PAINTED 26"
:.,!' ,�C
l;'; _.:.�_ �- _ - 5-12 ---'_ _-_S IRRIGATION
<< �_ J S-12 PVC SLEEVE
TREE BARRICADE r''. r^ h� SIDEWALK 9 _--
;. -•
FENCING ,::,: :,_ .�. TRENCH DRAIN _: m. ••
i'2
E _.
-'\ �--- IRRIGATION -='��------- .'T`: •:�-+;:. - `''
C3 _
PVC SLEEVE _—
_ .. r - S :? ST - S Mr::j PARK S l [\l D ETA
'.h.
T
-r^ r
- �1
2 -
x
S -
.C'.
G-r
-rr'•T` a
rF
IRRIGAnON / : EXISTING v~i. 477.26' rn YD
EXISTING v
METER!*; .• 0'./ STREET LIGHT I \
I � STREET LIGHT
h
4' HT. ORANGE PLASTIC FENCE OR ORANGE PLASTIC
Future Victoria Avenue / 4 :.: ��, FENCING MAINTAIN DURING CONSTRUCTION
(n
N
>
1' WATER SERVICE
.•
tt
7 •.
•- i
w
I
"�•=
EXISTING
A• l..
:.n
.. sn .. ••,+^ :-.. ;,..-..:.r., . -..... ''.....\..
-
EXISTING ._.,r„r, •. • .. , ..... ,...n.•• -.•m-"'. . .. . ... ._....
_..,+_.f. 1a.:1 �' .T`i:�s: ;.,"• ''i. `• .,_.n_ .-_
.'
TREE
,
a,
a.
gtAE�•" S 4 . '.r". s+K / rte' .:r• "---'• - I` .
«
_ '� X12 ; ��•�._::-. . >:. =;w'�
• ;.. �.,,:... r i TREE BARRICADE BARRICADE DIA.
'' - TREE CAL. X 12 + 12
ofWED FOR
COMPUACE.T E BARRICADE DETAIL
1
SIDEWALK OR PATH
MARK LOCATION WITH
WHERE APPLICABLE
GALVANIZEDAPR
n
CARRIAGE APR 1: 8 2013
„ INSTALL
- BOLT 3/a X 2
BOLT IN. ._ -- , '
- L IlA TUN
WALK
DEVELOPMENT S 'RVICES
a PLAT FILED.
• a'
I;
PLANTING, LEGEND LIGHT BROOM FINISH JOINTS
TO BE TOOLED TO DEEP. ti��� ! /Nli
EXTEND END 12 ��� �x ��
A
.AI' I'L
LANDSCAPE & STREETSCAPE POINTS
SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS
�•r i^Z
2.1 "-3.4" CAL
LIVE OAK
7
STREETSCAPE
1050
f
)
(Quercus virginiana)
150
I_
CANOPY
2.1 "-3.4" CAL
LIVE OAK
8
150
1200
+
(Quercus virginiana)
CANOPY
>1.25" CAL
CREPE MYRTLE
16
STREETSCAPE
640
( Lagers Eem a Ea)
40
NON -CANOPY
>4" CAL
EXISTING POST OAK
5
400
2000
(Quercus stellata)
CANOPY
>4" CAL
EXISTING LIVE OAK
3
400
1200
+
(Quercus virginiana)
CANOPY
5 GAL.
GULF MUHLY GRASS
29
10
290
t> �'
(Muhlenbergi capillaries)
SHRUB
TOTAL: 6380
POINTS PER PROJECT AREA: IRRIGATION NOTES. r� \ TT-E-�
1. IRRIGATION SYSTEM MUST BE PROTECTED BEYOND CONCRETE \` 1 1
63,655 SQUARE FEET OF SITE AREA BY EITHER A PRESSURE VACUUM AND TAPE BOTH ENDS
663,655 SF / 1,000 = 63.7 BREAKER, REDUCED PRESSURE PRINCIPLE
BACK FLOW DEVICE, OR A °•::,`: .•" :-a•'-,1a. 4" �j ( TT RR63.7 x 30 = 1911 POINTS CA TLEGATE, 1.1 PARK L
DOUBLE–CHECK BACK FLOW DEVICE AND
ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: INSTALLED AS PER CITY ORDINANCE 3" SCH 40 PVC PIPE
(478'/50) x 300 POINTS = 2868 POINTS 2394. SIDEWALK CONTRACTION JOINT DETAII 12" BELOW TOP OF
2. ALL BACKFLOW DEVICES MUST 8E
N:1.5. GRADE TYP. CASTLEGATE II SUBDIVISION
_ INSTALLED AND TESTED UPON PVC SLEEVE SECTION ZOO PABJ<LA V D /X I mo' `" A
TOTAL POINTS REQUIRED. 1911 + 2868 – 4779 POINTS S
INSTALLATION AS PER CITY ORDINANCE0 h4 dk'
(50% = 2390 POINTS) N:Ts' Q2 D
TOTAL POINTS PROPOSED: 6380 POINTS 2394. TOTAL AIWA— 1.837ACRES 5 r f
(5450 POINTS FROM CANOPY TREES > 50%) 3. CONTRACTOR DEVELOPER TO FURNISH
ACCURATE AS BUILT IRRIGATION PLANS SEA WITH JOINT MATERIAL / 0 '
VICTORIA AVENUE STREETSCAPE: TO CITY OF COLLEGE STATION PARKS L'414` ��
DEPARTMENT. SHOW LINES, VALVES, f
-r
CANOPY TREES (1 PER 32'): HEADS, CONTROLLER, WIRING, ETC.
' = S REQUIRED „ SMOOTH DOWEL BAR 6'
TOP OF PATH TO BE ��,�1� s�,,,l �� icy
478 / 32 15 CANOPY TREE REQ I 3/4
GRADING &DRAINAGE NOTE: 1 ABOVE GROUND
ROBERT STEVENSON LEAGUEIl'
1 q MIN. 4 MIN.
-
7 CANOPY TREES PROVIDED 1. ALL AREAS SHALL BE GRADED SUCH
A-54 ���' ;
16 NON–CANOPY TREES PROVIDED* THAT THERE IS NO PONDING OF WATER 2% AX. C LLEGE STATION BRAZOS COUNTY TEXAS
E• 4„ invf \ t vi + ii v a aav: 11��11
* 2 NON–CANOPY TREES COUNT AS 1 CANOPY TREE
AFTER RAINFALL.
OWNER: I,
%� 28–DAY CONCRETE Ci of College St on
GENERAL NOTE: NON–EXTRUDING JOINT FILLER–/ #3 BARS 12" STRENGTH 3000 psi g
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, METAL OR PLASTIC CAP INSIDE O.C.E.W. OR #4 BARS (4" THICK MIN.) SEE Accounting BOX 9973 t1PRIL 2013 ENGINEER:
DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS College Stat on, TX 7784 2-8083
REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE DIAMETER TO BE �" .GREATER ® 18' O.C.E.W. FINISH NOTE gSchultz Engineering,LLC
AREAS, THE PARKING LOT SETBACK, RIGHTS–OF–WAY, AND THAN DIAMETER OR DOWEL BAR. (979) 690-7250 Joe Schultz, P.E. I
Firm #12327
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
SIDEWALK EXPANSION JOIN I' DE'T'AIL CONCRETE PATHSURVEYOR:DEVELOPER: 2730 Lon ire, Suite A
'
N.T.S. TYPICAL SECTION Brad Kerr RPLS No. 4502 3-D Development College Station Texas 778 5
i
N.T.S. Kerr Surveying, LL: 4490 Castlegate Drive 979-764-3900
409 N Texas Ave 'I College Station, TX 77845
Bryan, TX 77803 (979) 690-7250
(979) 268-3195
THE SEAL APPEARING ON THIS
._ Engineering, DOCUMENT WAS AUTHORIZED BY
.chultz
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON APRIL 5, 2013.
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS JKO JPS 12-224 APRIL 2013
SCALE SHEET
SI T L-1
EROSION CONTROL, VERTICAL NSA
9
& LANDSI"APE PLA HORIZONTAL
PLOTTING SCALE: 1:1
E.E T 2 OF'
H
FILE NAME. 12-224.
I
MARK
REVISION BY DATE
POINTS PER PROJECT AREA: IRRIGATION NOTES. r� \ TT-E-�
1. IRRIGATION SYSTEM MUST BE PROTECTED BEYOND CONCRETE \` 1 1
63,655 SQUARE FEET OF SITE AREA BY EITHER A PRESSURE VACUUM AND TAPE BOTH ENDS
663,655 SF / 1,000 = 63.7 BREAKER, REDUCED PRESSURE PRINCIPLE
BACK FLOW DEVICE, OR A °•::,`: .•" :-a•'-,1a. 4" �j ( TT RR63.7 x 30 = 1911 POINTS CA TLEGATE, 1.1 PARK L
DOUBLE–CHECK BACK FLOW DEVICE AND
ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: INSTALLED AS PER CITY ORDINANCE 3" SCH 40 PVC PIPE
(478'/50) x 300 POINTS = 2868 POINTS 2394. SIDEWALK CONTRACTION JOINT DETAII 12" BELOW TOP OF
2. ALL BACKFLOW DEVICES MUST 8E
N:1.5. GRADE TYP. CASTLEGATE II SUBDIVISION
_ INSTALLED AND TESTED UPON PVC SLEEVE SECTION ZOO PABJ<LA V D /X I mo' `" A
TOTAL POINTS REQUIRED. 1911 + 2868 – 4779 POINTS S
INSTALLATION AS PER CITY ORDINANCE0 h4 dk'
(50% = 2390 POINTS) N:Ts' Q2 D
TOTAL POINTS PROPOSED: 6380 POINTS 2394. TOTAL AIWA— 1.837ACRES 5 r f
(5450 POINTS FROM CANOPY TREES > 50%) 3. CONTRACTOR DEVELOPER TO FURNISH
ACCURATE AS BUILT IRRIGATION PLANS SEA WITH JOINT MATERIAL / 0 '
VICTORIA AVENUE STREETSCAPE: TO CITY OF COLLEGE STATION PARKS L'414` ��
DEPARTMENT. SHOW LINES, VALVES, f
-r
CANOPY TREES (1 PER 32'): HEADS, CONTROLLER, WIRING, ETC.
' = S REQUIRED „ SMOOTH DOWEL BAR 6'
TOP OF PATH TO BE ��,�1� s�,,,l �� icy
478 / 32 15 CANOPY TREE REQ I 3/4
GRADING &DRAINAGE NOTE: 1 ABOVE GROUND
ROBERT STEVENSON LEAGUEIl'
1 q MIN. 4 MIN.
-
7 CANOPY TREES PROVIDED 1. ALL AREAS SHALL BE GRADED SUCH
A-54 ���' ;
16 NON–CANOPY TREES PROVIDED* THAT THERE IS NO PONDING OF WATER 2% AX. C LLEGE STATION BRAZOS COUNTY TEXAS
E• 4„ invf \ t vi + ii v a aav: 11��11
* 2 NON–CANOPY TREES COUNT AS 1 CANOPY TREE
AFTER RAINFALL.
OWNER: I,
%� 28–DAY CONCRETE Ci of College St on
GENERAL NOTE: NON–EXTRUDING JOINT FILLER–/ #3 BARS 12" STRENGTH 3000 psi g
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, METAL OR PLASTIC CAP INSIDE O.C.E.W. OR #4 BARS (4" THICK MIN.) SEE Accounting BOX 9973 t1PRIL 2013 ENGINEER:
DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS College Stat on, TX 7784 2-8083
REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE DIAMETER TO BE �" .GREATER ® 18' O.C.E.W. FINISH NOTE gSchultz Engineering,LLC
AREAS, THE PARKING LOT SETBACK, RIGHTS–OF–WAY, AND THAN DIAMETER OR DOWEL BAR. (979) 690-7250 Joe Schultz, P.E. I
Firm #12327
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
SIDEWALK EXPANSION JOIN I' DE'T'AIL CONCRETE PATHSURVEYOR:DEVELOPER: 2730 Lon ire, Suite A
'
N.T.S. TYPICAL SECTION Brad Kerr RPLS No. 4502 3-D Development College Station Texas 778 5
i
N.T.S. Kerr Surveying, LL: 4490 Castlegate Drive 979-764-3900
409 N Texas Ave 'I College Station, TX 77845
Bryan, TX 77803 (979) 690-7250
(979) 268-3195
THE SEAL APPEARING ON THIS
._ Engineering, DOCUMENT WAS AUTHORIZED BY
.chultz
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON APRIL 5, 2013.
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS JKO JPS 12-224 APRIL 2013
SCALE SHEET
SI T L-1
EROSION CONTROL, VERTICAL NSA
9
& LANDSI"APE PLA HORIZONTAL
PLOTTING SCALE: 1:1
E.E T 2 OF'
H
FILE NAME. 12-224.
I
/�
'
BOUNDARY
338 EXISTING CONTOUR
r1R0qwT7k1 WTUM PHASE LINE.
DISTURBED AREA LIMITS
UE ELECTRICAL CONDUIT
PUBLIC UTILITY EASEMENT LINE
0 PUBLIC SANITARY SEWER MANHOLE
S-8 PUBLIC SANITARY SEWER LINE
W-8- PUBLIC WATER LINE
ST ST PUBLIC STORM SEWER LINE
LOT LINE
am fm 100 YR FLobDPLAIN LIMITS
E TING SIDEWALK
XIS
CONCRETE PATH
COMPACTED CRUSHED GRANITE W/
1 x 4" RECYCLED PLASTIC EDGING
POLE, 12' HIGH
LED LIGHTING W
5" CONCRETE PAVEMENT
DRAINAGE FLOW ARROW
PROPOSED DRAINAGE FLOW
`
, ' �'
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'
4 BARS
/
G^
. '�, `^.�_~`.
---- ` � ' L �
~'~
5 Tc
~— NOTES: U `' ` ' 8^ { \ � 12"
314.451. CON ETE TO BE THE SAME TYPE Ty318.60 TC AND STRENGTH AS SIDEWALK314.74 TWUiTw318.66 TWFL313.95 Fts.75 TC318.69 TW318.55 TW10318.5551315.00 TW45 TW)318. 8 TW31510 A- A318TW .5031 8TW315.20 TWDISCHARGE FLOW317.70 FLSIDEWALK 11M�CH DRAIN60 FL315.20 TW S_316.30 4 V S-12316.40 TW(317.60 TW coSTST ST 2tST ST ST 3ST 7ST317.60STNOTE: ALL CURBS 6" N HEIGHTUNLESS NOTED OTHERWISE.X 18* SMOOTH#4 BARSTWEXPANSION DOWELS31 .83 TWSTEEL REINFORCING BARS—CONCRETE PAVEMENT70,(EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)X=5" OR 6" AS SHOWN ON THE PAVEMENT PLANNG SECTIONCRETE PAVIICAL CONTVll IEN
�
N�ERR | JPS | JK0 | JPS | 1Q—�24| APRIL 2013
....0� � . . . . .
SCALE SHEEVERTICAL N/APA 1L.-AKING L 0 T GRADING c�:HORIZONTAL 1 20'PLOTTING SCALE: 1:1PA VEMENT PLANFILE NAME: 12-224� ` n
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EXISTING CONTOUR
is`�� \ �' ✓ sem- "V PHASE LINE
DISTURBED AREA LIMITS _
/� �S• -/ � \\``„/' r — TREE BARRICADE FENCING .
UE ELECTRICAL CONDUIT
� 3 ,1 _ .�• �i / '� ]� � � Ji'`P �' t�� � _.-
PUBLIC UTILITY EASEMENT UNE
O PUBUC SANITARY SEWER MANHOLE
S190 27'33"W - 64.74' // / / / `/.<� �/ / /
PUBLIC WATER UNE
f / � PUBLIC SANITARY SEWER LINE
W-8 PUB "
ST PUBLIC STORM SEWER LINE
LOT LINE
SILT FENCE / ®®®®lam LM M FM BRIM IRA 1111 100 YR FLOODPLAIN LIMITS
ADA SIGN
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iF
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30 � r., CONCRETE PATH
FEET
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DISTURBED AREA LIMITS ! % ' r0 / BIKE RACK .a t ,� , \PUBUC ACCESS' �- LED LIGHTING W/ POLE, 12' HIGH
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SILT FENCE
LIMITS OF POND / :-' ��V°,.' SIDEWALK SIDEWALK
< TRENCH DRAIN TRENCH DRAIN
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• FTfNESS STATION�
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:H DRAIN TRENCH DRAIN ,.• . o ^
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- .• ..- PUE -WIDTH VARIES _,_ ,- '� `�'._, ... it
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-12 IRRIGATION5-12
S -i2 PVC SLEEVE
_ /5 1
w nl
�w
~_ ;w
. _. IRRIGATION METE - ,.•", �'` '
w.
a
T
a^ S'
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S
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T -
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S •+.
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:, • 1 .
Ilk
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S I
titSTt
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-
1" WATER SERVICE to Future Victoria Avenue t : -. '. a•::' '
, n .
1 .. ..... • .n..r ..., , ... ; ,.... .Lilo \ .. .
__.f ...n .. ) r . n � a,'• ._—.—_'_-- -'----`r-,�N 1.+ 1 • w/.! �..-r'r:-.-."._-rT-" � t.
.J •, 4
•
MARK LOCATION WITH
SIDEWALK OR .PATH I
GALVANIZED CARRIAGEWHERE APPLICABLE
BOLT 3j" X 2" INSTALL
BOLT IN
WALK
LIGHT BROOM FINISH JOINTS
LANDSCAPE & STREETSCAPE POINTS
SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS
}.
2.1 -3.4 CAL
EXISTING LIVE OAK
8
STREETSCAPE
1200
+ a
(Quercus virginiana)
150
z�
CANOPY
>1.25" CAL
CREPE MYRTLE
16
STREETSCAPE
640
{ �V
(Lagerstoemia indica)
40
NON -CANOPY
'
>4" CAL
EXISTING POST OAK
5
400
2000
(Quercus stellata)
CANOPY
>4" CAL
EXISTING LIVE OAK
3
400 ._-
1200
+
(Quercus virginiana)
CANOPY
5 GAL.
WAXLEAF LIGUSTRUM
29
10
290
(ligustrum japoncium
SHRUB
TOTAL. 5330
MARK
REVISION
BY
DATE
POINTS PER PROJECT AREA: IRRIGATION NOTES: TO BE TOOLED J" TO DEEP. EXTEND END 12"
BEYOND CONCRETE
1. IRRIGATION SYSTEM MUST BE PROTECTED TE \
67,445 SQUARE FEET OF SITE AREA BY EITHER A PRESSURE VACUUM STTE LANDSCAPE PLA_N'
67,445 SF / 1,000 = 67.4 BREAKER, REDUCED PRESSURE PRINCIPLE AND TAPE BOTH ENDS
67.4 x 30 = 2022 POINTS BACK FLOW DEVICE, OR A • a:: 4'
DOUBLE-CHECK BACK FLOW DEVICE AND CASTLEG
A E 1`T PAR
R
ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE INSTALLED AS PER CITY ORDINANCE 3" SCH 40 PVC PIPE 11 K B
(511'/50) x 300 POINTS = 3066 POINTS 2394• SIDEWALK CONTRACTION JOINT DETAIL 12" BELOW TOP OF ( T
2. ALL BACKFLOW DEVICES MUST BE N.Ts. GRADE TYP. �ASTLEGA T E IT SUBDIVISION
TOTAL POINTS REQUIRED: 2022 + 3066 = 5088 POINTS INSTALLED AND TESTED UPON
INSTALLATION AS PER CITY PVC SLEEVE
T ORDINANCE
50% 2544 4 POINTS
SECTION 2
TOTAL POINTS PROPOSED: 4050 POINTS 2394. N.T.S. _ N _ ��� PARILAND
(3200 POINTS FROM CANOPY TREES > 50%)
TOTAL AREA= 1.837ACRES
3. CONTRACTOR/DEVELOPER TO FURNISH
ACCURATE AS BUILT IRRIGATION PLANS
VICTORIA AVENUE STREETSCAPE: SEAL WITH JOINT MATERIAL
TO CITY OF COLLEGE STATION PARKS
CANOPY TREES (1 PER 32'):
DEPARTMENT. SHOW LINES, VALVES,
0
HEA -DS, CONTROLLER WIRING ETC,
-.-
202' -32- = T CANOPY TREES REQUIRED -
Q ,> 0 _
3 4 SMOOTH DOWEL BAR TOP OF PATH TO BE _
1 ABOVE GROUND
GRADING &DRAINAGE NOTE. ND i
8 -CAO;
CANOPY TREES PROVIDED
ROBERT_
1. ALL AREAS SHALL BE GRADED SUCH 1 q MIN.
STEVENSON LEAGUE A 54
16 NON -CANOPY TREES PROVIDED* COLLEGE A I
THAT THERE IS NO PONDING OF 'WATER :..a .: .. .'• ' .'6: •' " -'- 2q MAX. � ` � � ST TON, BRAZOS COUNTY, TEXAS
* 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE AFTER RAINFALL. ".:' �. 4 ,�� —vi/�
OWNER:
GENERAL NOTE: 28 -DAY CONCRETE
NON -EXTRUDING JOINT FILLER #3 BARS ® 12" STRENGTH 3000 psi City of College Sta 'on
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, :
DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS METAL OR PLASTIC CAP INSIDE O.C.E.W. OR #4 BARS(4° THICK MIN.) SEE . Accounting ENGINEER:
REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE DIAMETER TO BE GREATER ® 18" O.C.E.W. FINISH NOTE PO BOX 9973 FEBRUARY, 2013
AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND THAN DIAMETER OR DOWEL BAR. College Station, TX 77842 8083 Schultz Engineering, LLC
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. (979) 690-7250 Joe Schultz, P.E.
SIDEWALK EXPANSION JOINT DETAIL SURVEYOR: DEVELOPER: Firm #12327
CONCRETE PATH
N.Ts. _ 2730 Longmire, Suite A
TYPICAL SECTION Brad Kerr, R13
LS No. 502 3-D Development College Station Texas 7784
N.T.S. Kerr Surveying,LLC 4490 Castle to Drive
979-764-3900
409 N Texas Ave. College Station, TX 77845
Bryan, TX 77803 (979) 690-7250
(979) 268-3195 .
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SECTION 100-.` COMPACTED GRANITE
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S S
DIM A
19 SPACES PARKING
CURVE TABLE
1 SPACE HANDICAP PARKING
12
20 SPACES TOTAL .4
LENGTH
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_
CURVE TABLE
16
12
CURVE#
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORDBEARING
C1
31.73'
25.02'
072 38' 56"
18.40'
29.64'
NOW 17' 21"E
C2
137.80'
527.11'
014. 58' 42"
69.29'
137,41'
N53' 00' 29"E
C3
130.44'
28361.35'OOV
15' 49"
65.22'
130.44'
N60' 21. 6"E
C4
196.95'
731.66'
015' 25.' 24"
99.08'
196.36'
1 N51. 09. 00"E
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SECTION aoo DIM B
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SCALE IN FEET
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MATCH CONCRETE
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J S25 -39'53'W-54.46'-
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DOS DORADO UEYE.OPAEtdT LLC
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IT
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BIKE RACK DETAIL
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NESS STATION 1
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C ARA S
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\ t cYri GENERAL NOTES:
-.., OF A;,
N E ,
D TI NI F PIPELINES, U LI ES D R I
W t CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL P SI 0 NG 0 I TI n AN SERVICE LINES
I \ 1 :'1::
Z 4-M
DOS DORADO DEVELOFMEPdr .t_C
A =' WITHIN THE PROJECT AREA WHETHER SHOWN ON PLANS OR NOT AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION.
GLt _ .t }!A ,-.r ... GASTLEGATE If SUBVISION !i _- _
- fit} gym..-,.> c - \ - -
7 _,=rY crYt^+::re . CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DOE 0 EXISTING FACILITIES. CALL 1 800 DIG-TESS.
T ti... r :.tom:*: �,a,,,, c :. ab, r:•;. i 7• N T I
•,�. * .;�:.. .�: ri. '+Lr . � .:., r �--- SPECIFICATIONS
�-' "_`- • Y �T � ., ' ' - l SEOnON 200. BLOCK 7. LOT 3R
10392/2.60 'a; 2. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE 2012 BRYAN / COLLEGE STATION STANDARD SPECIFICATIONS.
-
CV FITNESS STATION MANUFACTURER &MODEL
a;; I I •'r;• 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM. SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE
RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES
f�,. I I \
' t•>• ,;` � _ _ _ _ r�+ r AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 1 OUTDOOR FITNESS EQUIPMENT PULL UP/ HORIZ ,,Q
NTAL BARS: TWO 4'31&"
n, BARS AT 1 HEIGHT DIFFERENCE. HUNTER GR N/TURF GREEN.
e-` 4. DISTURBED AREAS SHALL BE BROADCAST SEEDED WITH BERMUDA YE MIXTURE IN ACCORDANCE WITH STANDARD
SPECIFICATION SECTION 32 92 OUTDOOR FITNESS EQUIPMENT PUSH-UP BARS.', TWO 3'336" BARS AT 1'
2 ABOVE GRADE. HUNTER GREEN/TURF GREEN.
+ FITNESS STATION 2 I N F '� } 5. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA.
/ BODY RAISE/ \ pp \ % I L
:^ T
f LOS DORADO DEVELOPMENT LLC OUTDOOR FITNESS EQUIPMENT PARALLEL BARS. ,LENGTH 8'4" HEIGHT
/ PUSH UP APPARATUS ;;r r L(� - flSfQN :. ' 6. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE 3 3' ". HUNTER GREEN/TURF
CASTt EC11TE II SUfT` VISILE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A � GREEN,
- SECTION 200. BLOCK 7. LAT 4R t i .
:� ✓.,; -:,. 'd 4 I \ POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO
/ , L� •s, t I ` 10392/2QSP ' ss., ) ! OUTDOOR FITNESS EQUIPMENT STEP AND ROTATE APPARATUS. WIDTH
n . MAINTAIN A UNIFIED APPEARANCE. 4 2.7X1" LENGTH 2'10%". HUNTER GREEN/TURF G EEN.
1 XS 3495
FE 3 •7 `!'_ : 7. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT
B \ r ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT OUTDOOR FITNESS EQUIPMENT BACK EXTENSION,WIDTH 2'7,¢" LENGTH 4'
t �r N QT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT 5 a
LIGHT HORIZONTALLY, FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT HEIGHT 1'11X2" STEEL FRAME WITH PADS. HU TER GREEN/NRF
G ( I CROSS ANY PROPERTY UNE.
co
GREEN.
41
8. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA OUTDOOR FITNESS EQUIPMENT SIT-UP BENCH. IDTH 2'" LENGTH
6 5)13
7'tGY HEIGHT 2'11 " HUNTER GREEN/TURF GREEN
CONCRETE 9. THE ALIGNMENT AND LOCATION OF THE CONCRETE PATH AND FIiNESS STATIONS MAY BE ADJUSTED IN THE FIELD AS
"•t XU) PATH N/F NECESSARY TO PREVENT REMOVAL of TREES. (ALTERNATE MANUFACTURER MAY BE SUBMITTED FOR APPROVAL)
FITNESS STATION
DIM A
DIM B
1
16
12
2
16
16
3
16
12
4
12
12
5
12
12
6
16
12
�, N Common Area i 1
5.130 Ac DOaCASTLEGhTC 111 SSUBVISION G 11L, d ELECTRICAL NOTES BENCHES C
is SECTION 200, BLOCK 7. LOT 5R ;r ,
1. DEVELOPER INSTALLS CONDUITS A5 PER CITY SPECS AND DESIGN.
10392/260E CHES VVI TOR STANLEY, MODEL CR -196: CLASSIC SE ES BENCH, DARK GREEN.
I k ETA LED "THE EDGE LUMINAIRE, CAT. #
2. DEVELOPER PROVIDES 30' OF RIGID OR IMC CONDUIT FOR RISER POLES. CSU INSTALLS RISER. LIGHT FIXTURES
ARE-EDG-2MB-AA-06-C-UL-BK-F(120)-R, TTE 11
;;:J r? , ;� 3. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTEND AS
% r",'/ rr•r - ' - - - \ 'r': �, - N LONESTAR PRESTRESS, ROCHESTER SERIES, CA ',; 161214 -FB (BLACK -
/ /
11 LIGHT ;,j/
'A" REQUIRED. LIGHT POLES ETCHED FINISH WITH ACRYLIC SEALER. 2-3/8 TENON. POLE EMBEDDED,
kd z+ N �1�'., \. 12' TALL /
4. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AND )
INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT.
N/F \ i
DOS DORADO UEVELOFtY1ENT LLC }``. \: 5. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. -
I
CASTLEGATE i! SUBVISION .••`" ' <.�
`.
FITNESS STATION 3 R - . ` SECTION 200 BLOCf. 7 LOT 8R
� I 1 , _ 'iik 7 6. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN.. PULL BOXES PROVIDED BY CITY.
I HAND DIP APPARATUS �' \
J.. \ VICINITY MAP
N ".. 7. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN.
"
CONCRETE PATH _
"
C7 \
v:
,. i. RUNNING SLOPE NOT TO EXCEED 596.
S19 274.74 _33 :J
z
- -
; 2. CROSS SLOPE SHALL BE BETWEEN 1-2°b. '
...._ IATION OF CASTLEGATE H l
HOMEOWNERS ASSOC CASTLE A -,, 3. PLANS .SHALL BE REVIEWED AND CONSTRUCTION SHALL BE INSPECTED IN FULL COMPLIANCE WITH TDLR TAS CHAPTER 6$.
CASTLEGATE II SUBVISION
FITNESS STATION 4 SECTION 200 COMMON AREA \ qtr 'r • "
�0 - - 4. THE CONCRETE PATH SHALL BE 4 THICK REINFORCED CONCRETE, 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS,
'•r QUADRICEPS CLIMB 10392 26R \ DOS DORADO DEVELOPMENT LLC
?'' \
/ CASn EGATF it SUBViSiON
QTY OF COLLEGE STATION
• � ;.: � �• SECTION 200, BLOCK 7, LOT 7R
'p t co CASTLEGATE 11 SUBDIVISION
1039Z/9-60
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.,
,,:.?/ ' • '' to SECTION 200, PARKLAND
/ 1.837 ACRES
10392/260
ra � ' FRNESS STATION 5
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',
10392 260
,:. LEGEND
FITNESS STATION 6
SIT UP/LEG `\ e� `\
RAISE APPARATUS =S85° 14' 2Gr'1N - 43.28'
41
ep
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GAS C M M U N I (Y �� �� DOS DORADO
DEVELOPMENT LLC r
t SUBVISION
ENTER / �z
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CASTLEGATE 11 SUBVIsioN
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1I ' I SECTION 200, BLOCK 7, LOT B
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Sc hult Engineering, LLU
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
DESIGNED DRAWN APPROVED JOB NO.
JPS JI<O JPS 12-224
DATE
FEBRUARY 2013
rte• ,:s t p ;
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
ONLY UNDER THE
AUTHORITY OF JOSEPH
P. SCHULTZ P.E.,
LICENSE NO. 65889,
ON FEBRUARY 4, 2013.
iT IS NOT TO BE USED
FOR BIDDING OR
CONSTRUCTION
PURPOSES.
I �
_)ITE PLAN
CA TLE GATE II PARK B
I
CASTLEGATE II SUBDIVISION
SECTION 200 PARKLA
- ND _
!TOTAL AREA_- 1.837ACR.ES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OWNER:
City of College Station
- Accounting ENGINEER:
PO BOX 9973 1FEBRUARY, 2013
College Station, T, 77842-8083 Schultz Engineering, LLC
(979) 690-7250 Joe Schultz, P.E.
SURVEYOR: DEVELOPER: Firm #12327
2730 Longmire, Suite A
Brad herr, RPLS No.3-D Development
ment
p College Station, Texas 77845
Kerr Surveying, LLC 4490 Castlegate Drive �.: 979-764-3900
409 N Texas Ave. College Station, TX 77845
Bryan, TX 77803 (979) 690-7250
(979) 268-3195
SCALE SHEET
VERTICAL N/A
SITE,..PLAN HORIZONTAL \ 1"= 30
SIHEET I OF 2
PLOTTING SCALE:
FILE NAME: 12-224 j
o
s
Sc hult Engineering, LLU
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
DESIGNED DRAWN APPROVED JOB NO.
JPS JI<O JPS 12-224
DATE
FEBRUARY 2013
rte• ,:s t p ;
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
ONLY UNDER THE
AUTHORITY OF JOSEPH
P. SCHULTZ P.E.,
LICENSE NO. 65889,
ON FEBRUARY 4, 2013.
iT IS NOT TO BE USED
FOR BIDDING OR
CONSTRUCTION
PURPOSES.
I �
_)ITE PLAN
CA TLE GATE II PARK B
I
CASTLEGATE II SUBDIVISION
SECTION 200 PARKLA
- ND _
!TOTAL AREA_- 1.837ACR.ES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OWNER:
City of College Station
- Accounting ENGINEER:
PO BOX 9973 1FEBRUARY, 2013
College Station, T, 77842-8083 Schultz Engineering, LLC
(979) 690-7250 Joe Schultz, P.E.
SURVEYOR: DEVELOPER: Firm #12327
2730 Longmire, Suite A
Brad herr, RPLS No.3-D Development
ment
p College Station, Texas 77845
Kerr Surveying, LLC 4490 Castlegate Drive �.: 979-764-3900
409 N Texas Ave. College Station, TX 77845
Bryan, TX 77803 (979) 690-7250
(979) 268-3195
SCALE SHEET
VERTICAL N/A
SITE,..PLAN HORIZONTAL \ 1"= 30
SIHEET I OF 2
PLOTTING SCALE:
FILE NAME: 12-224 j
M
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LEGEND
S850 14'29"W.- 43.28' : r
'�' \� .• ;�' ,:; b "' BOUNDARY
�•-'-' : , __ !."— � � •t�..•.,...-a �,�'3* PIXHASE L ISTING CONTOUR
S % �� \. t INE
VS \ - DISTURBED AREA LIMITS
TREE BARRICADE FENCING
UE ELECTRICAL CONDUIT
PUBLIC UTILITY EASEMENT LINE
O PUBLIC SANITARY SEWER MANHOLE
t
S19° 27' 33"W - 64.74' PUBLIC SANITARY SEWER LINE
W-8 PUBLIC WATER LINE
/ r
ST /
PUBLIC STORM SEWER LINE
/
SILT FENCE / / �,� 2s } LOT LINE
/ ® ` �► �� \ \ \ P MM M FM- Iffll M 100 YR FLOODPLAIN LIMITS
ADA SIGN \ ,I
�- / � Cho ' ;.,.✓^ttaat.�•,y
ADA RAMP \ f :, I�'}Tras,. ^, EXISTING SIDEWALK
i a5 FITNESS STATION
r
a
i
CONCRETE PATH
, / �;F ::- j is ��,•�.
fl COMPACTED GRANITE
DISTURBED AREA LIMITS 6 �' % , BIKE RACK �ti q. S ,fl LEC LIGHTING W/ POLE, 12 HIGH
2 \ PUBLIC ACCESS / n• r,,/ ^�y
�� , BENCH / LIGHT R 5' 9. \ EASEMENT
�i 7 SILT FENCE
ten,. ® `99 \! S a .� ®e!®AILSll1®
LIMITS OF POND % / ` V V , . / ; ` SIDEWALK SIDEWALK / 4O�n�,'
_ TRENCH DRAIN + 9
TRENCH DRAIN
o CONSTRUCTION EXIT
Pf
!i
® ' ..: .�� ' / LIGHT \ ✓ /10
Z
J ° ti _ T PARKING ISLAND
® ,, ,.
- % �..--_•'.' � 180 SF
/ • -� (FITNESS STATION
CONSTRUCTION
EXIT- q 5 JIM ®A-1.SA
c
`f
R2gU� •S i
TREE BARRICADE _ -— �f
FENCING = / �TNESS STATION y J
^^/ �S
SS STATION l LIGHT ! N `
BENCHLIGHT
_-'• `. I .. � \ •CS M1 �
d>
® ; > J 'f SIDEWALK I ' • 7. a /,.
TRENCH DRAIN
FITNESS STATION ' •`• LMI ., i v
-��
•+...,,PUE -WIDTH VARIES
HT daiM = CONCRETE PATH
LIG
LIGHT
---
/ _ ,.-.�'� I! y - �. lti `�^ 'j I � � `) y 4 �.I.�.....-.-•
y ,/" ,;•1 ^C i' _ ,. � �T' gam./ �. -I- � iI)�:{ \ \... •:i._J+-' �: a .r. 7• -:C�' �• _ -
FITNESS STATION 77
.r-•_• i ..j 1 r •ice --f {'`' _.t` ,.a n.: \ (� T,° .�" ••1'q•e :•
--"___-- 5-12 IRRIGAnON \ F f i* S ^,♦ i4 k
i i;.',��'—�� '�n_1✓ x A 5 12 PVC SLEEVE _� .}sT
_*s'-
7 .S Iam
err
Ytv
' IRRIGATION METER `
F
C3 w••
f M C
-:ST ST
_-..-.• .[•: 'rte- - — •-✓.:-'".`.`
C)T
T
J "•qR
•d` f •
.I•�v
1 ' d
S arra •r - .•.._ —_r_'..
fes,. -:n .'•. -:f: ;•1.%^ „/ _ ".`_ - 51 ».. ^•'--'— �.
ST
ST n
ST ST 510.97 l
I
n• ' ST T I / ^'
1' WATER SERVICE {n
Future Victoria Avenue /. •_....._ - ..r ... .
7.
A.
h
/
3.
xi—
a , 1. .... .
M _
-lR .r" •] wf
•f as ' : 4 ..
.+, -.r- •{•. �_.J, ia�•.n'-.. �'• .i^ - :-.+-... ''Y, •' :E A. � \,•' _..T.--l_.:.a-'-�-`.'-. ._--.. � i IY
.•. N � /\ter
- 1
:M
l �a'
.'' ;/
LANDSCAPE & STREETSCAPE POINTS
SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS
2.1"-3.4" CAL
�E ISTIN>GLE OAK
8
STREETSCAPE
1200
(Quercuniana)
150
J
CANOPY
>1.25" CAL
CREPE MYRTLE
16
STREETSCAPE
640
(Lagerstoemia indica)
40
NON -CANOPY
>4" CAL
EXISTING POST OAK
5
400
2000
(Quercus stellata)
CANOPY
>
>4 CAL
EXISTING LIVE OAK
3
400
1200 U'
+
(Quercus virginiana)
CANOPY
5 GAL.
WAXLEAF LIGUSTRUM
29
10
'
"
290
(ligustrum japoncium)
SHRUB
TOTAL. 5330 ;
SURVEYED
KERR
MARK LOCATION WITH
SIDEWALK OR PATH
NY
WHERE APPLICABLE•'
GALVANIZED CARRIAGE ` f�
BOLT'S X 2" INSTALL
BOLT IN ,
WALK
LIGHT BROOM FINISH JOINTS
POINTS PER PROJECT AREA: IRRIGATION ,[DOTES: TO BE TOOLED � TO � DEEP. EXTENEND "
1. IRRIGATION SYSTEM MUST BE PROTECTED BEYOND DCONCRETE 67,445 SQUARE FEET OF SITE AREA BY EITHER A PRESSURE VACUUM ITE ��a, L.LL 1�L �1AP]�PLA
BREAKER REDUCED PRESSURE PRINCIPLE
AND TAPE BOTH ENDS
67,445 SF / 1.000 = 67.4 '.�•' :. , .�, . , •.• .•Y ., ,
67.4 x 30 = 2022 POINTS �� BACK FLOW DEVICE, OR A 4
r CASTLEG ATS, II PARK B
DOUBLE-CHECK BACK FLOW DEVICE AND
ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: / INSTALLED AS PER CITY ORDINANCE 3" SCH 40 PVC PIPE
(511'/50) x 300 POINTS = 3066 POINTS VI2394. SIDE1,17ALK CONTRACI•ION JOINT DETAIL 12" BELOW TOP OF
' 2. ALL BACKFLOW DEVICES MUST BE
N:1'.S. GRADE TYP. CASTLEGATE II SUBDIVISION
TOTAL POINTS REQUIRED: 2022 + 3066 5088 POINTS'-// INSTALLED AND TESTED UPON
INSTALLATION AS PER CITY ORDINANCE PVC SLEEVE
SECTION 200 PARIIILCIND
(50% = 2544 POINTS)
TOTAL POINTS PROPOSED: 4050 POINTS 2394. N.T.S.
(3200 POINTS FROM CANOPY TREES > 50%) TOTAL
TAT ARE _— 1 .OJ
7ACRE5
3. CONTRACTOR/DEVELOPER TO FURNISH
VICTORIA AVENUE STREETSCAPE: ACCURATE AS BUILT IRRIGATION PLANS SEAL WITH JOINT MATERIAL
TO CITY OF COLLEGE STATION PARKS
DEPARTMENT, SHOW LINES, VALVES,
CANOPY TREES (1 PER 32'): HEADS CONTROLLER WIRING ETC.
202' / 32' = 7 CANOPY TREES REQUIRED •, SMOOTH DOWEL BAR TOP OF PATH TO BE ,
3/4 W 6
GRADING & DRAINAGE NOTE: 1 ABOVE GROUND
s CANOPY TRE ES PROVIDED ROBERT STEVENSON LEAGUE A-54
* 1. ALL AREAS SHALL BE GRADED SUCH - 1 q MIN.
16 NON CANOPY TREES PROVIDED THAT THERE IS NO PONDING OF WA •K- --- 27. MAX. COLLEGE STATION BRAZOS COUNTY TEXAS
AFTER RAINFALL. •: • < •.,. •. �. • : 4" f � t �� .--.;-• �� . � . , t rt � , , S
* 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE ' -
r
OWNER:
IV ER:
GENERAL NOTE: 28 -DAY CONCRETE
100 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
NON EXTRUDING JOINT FILLER #3 BARS ® 12" STRENGTH 3000 psi City of College Station
DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS METAL OR PLASTIC CAP INSIDE O.C.E.W. OR #4 BARS (4" THICK MIN.) SEE Accounting ENGINE-, ENGINEER:.
REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE DIAMETER TO BE A" GREATER ® 18" O.C.E.W. FINISH NOTE PO BOX 9973 FEBRUARY, 2013
AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, ANDTHAN DIAMETER OR DOWEL BAR. College Station, TX 77842 8083 Schultz Engineering, LLC
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. (979) 690-7250 Joe Schultz, P.E.
SIDEWALK EXPANSION JOINT DETAIL SURVEYOR: DEVELOPER: Firm #12327
N.T.S. CONCRETE PATH Brad RPLS No. 4502 3-D Development 2730 Longmire, Suite A
Kerr
TYPICAL SECTION Kerr Surveying, LLC 4490 C eve loope Drive College Station, Texas 7784
409 N Texas Ave. College Station TX 77845 979-764-3900
Bryan, TX 77803 (979) 690-7250
(979) 268-3195
I
:. THIS DOCUMENT IS
Engineering.
RELEASE.D FOR THE TSCALE SHEET
°PURPOSE OF REVIEW t� ��OO CO1 1f TTL OL:�„ ONLY UNDER THE 9 VERTICAL N/A
C-CISTLEGA.TE II PAI�I� 13
2730 Longmire, Suite A AUTHORITY OF JOSEPH HORIZONTAL 1 -30
LI NSE NO P.E., W �r (� LANDSPA P WPLAP�[
" College Station, Texas 77845 4200 II . ►,7 . PHILLIPS PI�W Y.
LICENSE N0. 65889,
979.764.3900 TBPE NO. 12327 ON FEBRUARY 4, 2013. D
2
DESIGNED DRAWN APPROVED JOB NO. DATE IT IS NOT TO BE USED SECTION V 2 O O, PARKLAND lJ FTj� PLOTTING SCALE: 1:1
FOR BIDDING ORl l �E T 2 V F
JPS JKO JPS 12-224 FEBRUARY 2013 CONSTRUCTION
FILE NAME: 12-224
PURPOSES.