HomeMy WebLinkAboutDrawingsVICINITY MAP
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DEVELOPER:
DEATH PHILLIPS INVESTMENTS, LLC
P.O. PDX 262
THE SEAL APPEARING ON THIS f�sP�..... .••
WELLBORN,, TX 77881 DOCUMENT WAS AUTHORIZED BY ,1* *;
JOSEPH P. SCHULTZ P.E. LICENSE _
NO. 65889 ON MAY 22, 2014. ♦ ..J ........................,
♦ JOSEPH P.. SCHULTZ
(979) 229-5906 ISSUED FOR REVIEW � % s5 .-r..'
b ' /
5~SL1r TOr �k'+ns`7fdi/
RM 12327
SCHULTZ ENGINEERING, LLC
,
SCHEDULE OF SHEETS
SHEET TITLE
VICINITY MAP
1�NECgONTRA�� IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF PIPELINES, UTILITIIES
AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 4.8
HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO
EXISTING FACILITIES. CALL 1-800-DIG-TESS.
2. ALL &TE WORK IS TO BE DONE IN CONFORMANCE WITH THE 2012 BRYAN / COLLEGE STATION E C I I C A T I O 1 V
STANDARD SPECIFICATIONS.
3. ALL UTILITY LINES (WATER GAS SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN
I . ..- ... 111. 1 1
FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS STATIO
•
-
OBTAINED BY FROM CITY do INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHIOWN ITEM SPECIFICATIONS W-8 W-8
POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS jl
4. DISTURBED AREAS SHALL BE BROADCAST SEEDED WITH BERMUDA/RYE MIXTURE IN ACCORDANCE WATH BARKPARKTm 12 -GAL. COMMERCIAL PET WASTE
STANDARD SPECIFICATION. SECTION. 32 92 �,
MINI -DOG WASTE STATIONS 6 MDWS STATION WITH BAG DISPENSER. CANINECOATT"'. 9 D:
5. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA. 72"H X 12.5"W GREEN.
6. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR FOR MORE INFORMATION ABOUT BARKPARKT'"
R 0 E TIAL D STR C W ITHIN
LINE TABLE ❑
LINE f LENGTH DIRECTION 24
PARKLAND
L1 36.00' N42' 14' 17.00"E ^
L2 3.50' S47' 45' 43.00'E Y(,� 0
Co
ISOLATED SO AS NOT TO BE VISILE FROM ANY PUBLIC IGH_- F -WAY OR RESID N I I T
150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE, SUCH SCREENING
CUrve Table
PRODUCTS, SEE WWW.DOGPARKPRODUCT.CONI
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
38.91'
25.00'
089'16'50-
24.64'
35.10'
S02'20.42"E
C2
C3
C4
39,34'
24.31'
39.27'
25.00'
25.00'
25.00'
090'16'00'
055'43'15'
090'06'00'
25.07'
13.21'
25.00'
35.41'
23.37'
35.36'
S87-09'1 7W
SOT29'08'W
NO2'45'43"W
I . ..- ... 111. 1 1
FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS STATIO
•
-
OBTAINED BY FROM CITY do INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHIOWN ITEM SPECIFICATIONS W-8 W-8
POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS jl
4. DISTURBED AREAS SHALL BE BROADCAST SEEDED WITH BERMUDA/RYE MIXTURE IN ACCORDANCE WATH BARKPARKTm 12 -GAL. COMMERCIAL PET WASTE
STANDARD SPECIFICATION. SECTION. 32 92 �,
MINI -DOG WASTE STATIONS 6 MDWS STATION WITH BAG DISPENSER. CANINECOATT"'. 9 D:
5. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA. 72"H X 12.5"W GREEN.
6. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR FOR MORE INFORMATION ABOUT BARKPARKT'"
R 0 E TIAL D STR C W ITHIN
LINE TABLE ❑
LINE f LENGTH DIRECTION 24
PARKLAND
L1 36.00' N42' 14' 17.00"E ^
L2 3.50' S47' 45' 43.00'E Y(,� 0
Co
N 00
COMMON.
AREA
COMMON AREA
\ . .79 ac: 0.15
ac.
00
COMMON ' \\� COMMON
-
-
C
AREfi� - - - AREA'
. - 0.10
0.14
�\\
ac. 12
I
Eo
PHALT PVMT - 50' ROW AIRBORNE AVENUE
11
BL17
OCK
------------------ �. \\ \ \ �\\ �; 1 I 2 I 3 I 4 I 5 6 ( 7 I 8 I I 18
i 16 17 I 10 !
9 I 10 1 11 12 13 14 ( 15 ( ( I I 19 ( 20 I 1
PHASE 104
�T
PHASE 104 Co
� I BLOCK
N
2 19 10
8
pk
\\ \ \
-
i
3 I a I 7
1=V 77I
- - S47 45' 43'E -11318' 27' B -B ASPHALT PVMT - 50' ROW AIRBORNE AVENUE
4
G6 _ _
_ BLOCK - ❑ ❑ - _
SITE PLAN
19 ---- -- ---- --- --- ---- --- - - -- -- ------ --- -- - - -- -- C®LL. E � R�
5 d ::. I I E��EE� 1 I \\E B; RRACKS II SUBDIVISION
O IIHASE 104 I ( I PHASE 1031 ( I I I L
I LL
ao
PARKS 2 & 7
- - R ❑ ❑ � -' . � BLOCK 18 i � 1 � ) �' �.
6 I 4 ) I I I I ( I I I I( C THE BARRACKS II SUBDIVISION PARKLAND TRACT 2 !
" 24 23 22 21 20 19 18 17 16 15 I '�' (I 1 ( 0.38 ACRES
33 ! 32 I 31 I 3C ( 29 I 28 27 26 25 24 23 22 21 20
VOL. 10570 PG. 293
AND THE BARRACKS II SUBDIVISION PARKLAND TRACT 7
7 I I I I I I I ( I 0.37 ACRES
VOL. 10570 PG. 293
CRAWFORD BURNETT LEAGUE, A-7
g I �:: • OLLEGE STATION, BRAZOS COUNTY, TEXAS I'
--- - - ---- --- -- ---------- --- --- -- --- - APRIL, 2014
N47 45' 'W -101. 1-•------- E.
W w ww ww yw ww www,,, ww w ww ww y ---- -_ --. ---• •_- -- -- --.
DEVELOPER: OWNER: SURVEYOR: ENGINEER:
www w ( r ®
` ww ww w ww ww ww ww ww w ww w •w• ww w•w ww ww •°y' .w +w• w LLw
LL we
1Kerr Surveying, LLC Firm #12327 PO Box 9973 ryanTg3 2730 Lon oe, Suite A College Station, TX 77 45 College Station, TX 77842Heath Phillps Investment LLC City of College Station Brad Kerr, RPLS No. 4502 Schultz Engineering, L
L,C
HASE 104 AO 3302 General
Bix77College Station, as 77845(979) 690-5000 (979) 28-3195 979-764-3900 1
■ THE SEAL APPEARING ON THIS
.-
C It
[ Q �' THE
WAS AUTHORIZED BY
! �,r
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON MAY 22, 2014.
College Station, Texas 77845 ISSUED FOR REVIE
979.764.3900 TBPE NO. 12327 ,%",,.,
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS RCF JPS 13-306 MAY 2014 ���
1/0S!P oy.;�s
�1
JOSEPH P. SCHULTZ
`... .....
..658 '
��ii L •• CC;;
FIRM # 12327r�
SCHULTZ ENGINEERING, LLC
PARKS 2 & 7
THE BARRACKS II SUBDIVISION
PHASE 100
CULf',EGE STATION, TXEVELOPMENT
COMPLIANCE
JUN 16 2014 f I TEE 1 PLAN
-
�W
SCALE
VERTICAL N/A
HORIZONTAL 1 "=40'
PLOTTING SCALE: 1:1
FILE NAME: 13-306
ISOLATED SO AS NOT TO BE VISILE FROM ANY PUBLIC IGH_- F -WAY OR RESID N I I T
150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE, SUCH SCREENING
PRODUCTS, SEE WWW.DOGPARKPRODUCT.CONI
TRACT 7 - 0.38 AC.Ln
I
SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED
APPEARANCE.
CUSTOM BUILD. TWO RAMPED PLANKS LEAD UP TO
-PARK 7
H
7.
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFlIED
RAMP
7
RAMP
A FLAT PLANK. MOUNTED ON FOUR POSTS AT
„ „
W
■
(BLOCK
23
DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING FIND
NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A
JOINTS BETWEEN PLANKS. 230.25"D: 32"H X 36"W
w
a
15
ELECTRICAL
MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
NOTES:
SHADE STRUCTURE
8
SS
SINGLE COLUMN SQUARE UMBRELLA, IN GROUND
MOUNT, 10'HEIGHT 14'X22' WIDTH. INSTALLATION IN
'-
R '
P',
-
ACCORDANCE WITH MANUFACTURER REQUIREMENTS.
�V
(
Q
0
22
1.
DEVELOPER INSTALLS. CONDUITS. AS. PER CITY SPECS. AND. DESIGN.
PARK TABLES, BUNNELL FL. MODEL
Z
-
U
( PHASE 102
2.
DEVELOPER PROVIDES 30' OF RIGID OR IMC CONDUIT FOR RISER POLES. CSU INSTALLS RISER.
"WCT46WEBCLASSPSM" SQUARE EXPANDED METAL
L2'
N
- -
3.
DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING.
THERMOPLATIC COATED PICNIC TABLE WITH WEB
DEVICES AND EXTEND AS REQUIRED.
PICNIC TABLE
9
PICTB
STYLE SURFACE MOUNT OR PORTABLE FRAME, WITH
4 ATTACHED SEATS. BOLTED 2 INCH GALVANIZED
21
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.
STEEL, PORTABLE OR SURFACE MOUNT. A 5 SLAB
I
5.
DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN.
IS PROPOSED UNDER THE PICNIC TABLE.
co
_
VICTOR STANLEY CR -196 BENCH WITH BACK AND
J
6.
DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. PULL BOXES PROVIDED BY
S (
ARMS, 6 LONG, IN-GOUND, POWDER COAT DARK
20
clrr.)
BENCH
10
BENCH
GREEN FINISH. A 5" SLAB IS PROPOSED UNDER
❑ ®
7.
DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN.
THE BENCH.
CONCRETE
PATH/SIDEWALK
HORESESHOE THROW
11
HS
1.
2.
RUNNING SLOPE NOT TO EXCEED 5%
CROSS SLOPE SHALL BE BETWEEN 1-2X
WASHER THROW
12
WT
27' B -B ASPHALT PV1lIT
- 50' RONV
roj
19
II
REINFORCED CONCRETE USING PORTALND TYPE 1
3.
PLANS SHALL BE REVIEWED AND CONSTRUCTION SHALL BE INSPECTED IN FULL COMPLIANCE WITH 'TDLR
TAS CHAPTER 68.
TABLE TENNIS
13
TT
CEMENT AND AGGREGATE (500PSI ASTM). SILK
TRAVIS COLE AVENUE
- -
„ „ " „
FINISH. 108"L X 60"W X 30"H. NET 6"H X 60"L.
I
4.
THE CONCRETE PATH SHALL BE 4" THICK REINFORCED CONCRETE, 3000 PSI COMPRESSIVE STRENGTH
FOUR-SQUARE PAD
14
FS
AT 28 DAYS.
18
PILOT ROCK TRH-32PN24, FROM RJ THOMAS CO
(
I
TRASH CAN
15
TR
800-7625002, WITH RECYCLED PLASTIC SLATS,
40 20 0 40
DARK GREEN COLOR
SCALE IN FEET
i
I
17
I �'
I
- -
!i
16
00
I
15
I
N 00
COMMON.
AREA
COMMON AREA
\ . .79 ac: 0.15
ac.
00
COMMON ' \\� COMMON
-
-
C
AREfi� - - - AREA'
. - 0.10
0.14
�\\
ac. 12
I
Eo
PHALT PVMT - 50' ROW AIRBORNE AVENUE
11
BL17
OCK
------------------ �. \\ \ \ �\\ �; 1 I 2 I 3 I 4 I 5 6 ( 7 I 8 I I 18
i 16 17 I 10 !
9 I 10 1 11 12 13 14 ( 15 ( ( I I 19 ( 20 I 1
PHASE 104
�T
PHASE 104 Co
� I BLOCK
N
2 19 10
8
pk
\\ \ \
-
i
3 I a I 7
1=V 77I
- - S47 45' 43'E -11318' 27' B -B ASPHALT PVMT - 50' ROW AIRBORNE AVENUE
4
G6 _ _
_ BLOCK - ❑ ❑ - _
SITE PLAN
19 ---- -- ---- --- --- ---- --- - - -- -- ------ --- -- - - -- -- C®LL. E � R�
5 d ::. I I E��EE� 1 I \\E B; RRACKS II SUBDIVISION
O IIHASE 104 I ( I PHASE 1031 ( I I I L
I LL
ao
PARKS 2 & 7
- - R ❑ ❑ � -' . � BLOCK 18 i � 1 � ) �' �.
6 I 4 ) I I I I ( I I I I( C THE BARRACKS II SUBDIVISION PARKLAND TRACT 2 !
" 24 23 22 21 20 19 18 17 16 15 I '�' (I 1 ( 0.38 ACRES
33 ! 32 I 31 I 3C ( 29 I 28 27 26 25 24 23 22 21 20
VOL. 10570 PG. 293
AND THE BARRACKS II SUBDIVISION PARKLAND TRACT 7
7 I I I I I I I ( I 0.37 ACRES
VOL. 10570 PG. 293
CRAWFORD BURNETT LEAGUE, A-7
g I �:: • OLLEGE STATION, BRAZOS COUNTY, TEXAS I'
--- - - ---- --- -- ---------- --- --- -- --- - APRIL, 2014
N47 45' 'W -101. 1-•------- E.
W w ww ww yw ww www,,, ww w ww ww y ---- -_ --. ---• •_- -- -- --.
DEVELOPER: OWNER: SURVEYOR: ENGINEER:
www w ( r ®
` ww ww w ww ww ww ww ww w ww w •w• ww w•w ww ww •°y' .w +w• w LLw
LL we
1Kerr Surveying, LLC Firm #12327 PO Box 9973 ryanTg3 2730 Lon oe, Suite A College Station, TX 77 45 College Station, TX 77842Heath Phillps Investment LLC City of College Station Brad Kerr, RPLS No. 4502 Schultz Engineering, L
L,C
HASE 104 AO 3302 General
Bix77College Station, as 77845(979) 690-5000 (979) 28-3195 979-764-3900 1
■ THE SEAL APPEARING ON THIS
.-
C It
[ Q �' THE
WAS AUTHORIZED BY
! �,r
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON MAY 22, 2014.
College Station, Texas 77845 ISSUED FOR REVIE
979.764.3900 TBPE NO. 12327 ,%",,.,
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS RCF JPS 13-306 MAY 2014 ���
1/0S!P oy.;�s
�1
JOSEPH P. SCHULTZ
`... .....
..658 '
��ii L •• CC;;
FIRM # 12327r�
SCHULTZ ENGINEERING, LLC
PARKS 2 & 7
THE BARRACKS II SUBDIVISION
PHASE 100
CULf',EGE STATION, TXEVELOPMENT
COMPLIANCE
JUN 16 2014 f I TEE 1 PLAN
-
�W
SCALE
VERTICAL N/A
HORIZONTAL 1 "=40'
PLOTTING SCALE: 1:1
FILE NAME: 13-306
HS 1
❑ ❑10 X \S
' ,
15
TR /BENC
�r�m-�-� 5'SIDEWALK
8
PVC SLEEVE
lr \ M
�< / RULES POST
SS 13
TT 6' SIDEWALK-11,14
IDEWALK EXISTING
_ V CONCRETE
U FLUME
❑ ❑ Oh
14'x22' CONCRETE z
SLAB UNDER.
PICNIC TABLE m
-- 14
\� /r305305 / FS ` 30
r-` 1 24
a o I
12 12
WT WT
14
\3os FS Laos
0X
10
BENCH PVC SLEEVE ,
GENERAL PARKWAY
38' B -B ASPF1AJ T PNrNIT - 67' ROW
p
I
WIDE NYLON
ROOT CROWN To BE,
GRADE OR 1:2-" ABOV
2"x2" WOOD,'
OR BELOI
FINIS
120'
TREE TRUNK
GUY WIRE
STAKE
PLAN VIEW
ETTLED LAYER OF MULCH
.ED OR BROKEN UP SOIL
12" DEEP
ROOTBALL
TYPICAL TREE PLANTING
N.T.S.
STEEL REINFORCING BARS
CONCRETE PAVEMENT
.:.:;
- `-6" LIME STABILIZED SUBGRADE DARK GREEN COLOR
MDWS (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)
X X * X=5"
n * 5" PAVEMENT - USE #3 REBAR ® 15" O.C.E.W. TOP of SIDEWALK
6' D„
PVC SLEEVE TO BE 1" ABOVE
t
MAGROUND / \ NOTES%
TYPICAL CONCRETE PAVING SECTIONALL CHARACTERS MU$T BE so"
N.T.S. SEE NOTE3 MINIMUM ABOVE GRADE OR SIDEWALK.
#3 BARS ® 12" O.C...28-DAY CONCRETE 1'
SEAL WITH EXPANSION #4 BARS ® 18" O.C.E.W, TRENGTH = 3000 psi
% JOINT MATERIAL SMOOTH DOWEL BAR
X(4"
1/4" R 1/2SEE
FINISH NOTE " 0 X 18', 12" O.C. ( THICK MIN.) RESERVED
m 12"x18'
1 Q 3 3/4. (COATED W/HEAVY GREASE) PARKING REFLECTIVE FINISH
1'16'6 moo` BENCH CONCRETE SID WALK
1'-6" METAL SIGN
MDWS 10 ❑
❑ ENC `` X TYPICAL SECTI N
RECYCLED MATERIAL, 1/2" 3" 12"x9"
THICK AS MANUFACTUREDNTS REFLECTIVE
X /3.LONG METAL OR PLASTIC CAP, INSIDE 6" vu� FINISH METAL
X X APpROVEDU EQUALCO. OR DIAMETER TO BE 1/16" GREATEN THAN
SIGN
' DIAMETER OF DOWEL BAR. CAP MUST SIDEWALK OR PATH
W-6 W- -- 6 W-6 W-6 BE LONG ENOUGH TO COVER 2"OF LOCATION
OF
CAP IS 1 F 2x2 GALVANIZED STEEL TUBE
;.. V N
END OF BAR
R
BOLT IN CONCRETE D FROM E S INSTALL
DOWEL AN TOP SO END
WITH GALVANIZED
CARRIAGE BOLT COLUMN sET IN co
SIDEWALK EXPANSION" X 2"
- - - - AND IRRIGATION d FOOTING. PROVIDE
1" WATER SERVICE " d d WALK
GALVANIZED STEEL CAP
TT7 �T 7� p �7 JOINT WELDED TO TOP of TUBE.
\, NCTABL �_ ° METER PARKL1L�.L V D TRACT / - 0.38 AC. - & C0NSTRUCTI0N U 0 I N T PAINT TUBE AND CAR
1 WLARNING 6' SIDEWALK TRAVIS COLE AVENUE °°
RAMPS PARK. 7 EXTEND END 12".\��
27 B -B ASPHALT PVAIT- 50 ROW BEYOND CONCRETE
6' SIDEWALK / ----- --------------- - - - - - - --
W I I I I
20 10 0 20
SCALE IN FEET
Points Required
Landscaping Requirements
16,770 Disturbed Area (sf)
(16770 sf /1,000) x 30 Points = 504
Additional Landscape Points for Streetscape
Airborne Ave. - (25'/50) x 300 Points = 150
Total Points Required = 654
NOTE:
REFER TO IRRIGATION PLAN FOR
IRRIGATION DESIGN
Points Provided
Symbol
I
SPECIFICATIONS
Name &Type
NIJi
I TIO
MBER
ITEM
(i
SPECIFICATIONS
MINI DOG WASTE STATIONS
Live Oak
$
MDWS
BARKPARKT"u 12 -GAL. COMMERCIAL PET WASTE j
900
2.1" -3.4" CAL.
(Quercus virginia)
1
STATION WITH BAG DISPENSER. CANINECOAT-. 9" D
150
X
2.1" -3.4" CAL.
Canopy
72"H X 12.5"W GREEN.
150
1951)
X
l
FOR MORE INFORMATION ABOUT BARKPARK??
Streetscape
PRODUCTS, SEE WWW.DOGPARKPRODUCT.COt
RAMP
3
7
450
CUSTOM BUILD. TWO RAMPED PLANKS LEAD UP TO
2.1" -3.4" CAL.
Canopy
4
RAMP
A FLAT PLANK. MOUNTED ON FOUR POSTS AT
Crepe Myrtle
JOINTS BETWEEN PLANKS. 230.25"D: 32"H X 36"W
SHADE STRUCTURE
8
SS
SINGLE COLUMN SQUARE UMBRELLA, IN GROUND
40
80
Bigger than 1.25" CAL.
MOUNT, 10'HEIGHT 14'X22' WIDTH. INSTALLATION IN
5
40
200
Total Points Provided = 680
ACCORDANCE WITH MANUFACTURER REQUIREMENTS.
Non -Canopy
PARK TABLES, BUNNELL FL. MODEL
"WCT46WEBCLASSPSM" SQUARE EXPANDED METAL
PICNIC TABLE
9
PICTB
THERMOPLATIC COATED PICNIC TABLE WITH WEB
STYLE SURFACE MOUNT OR PORTABLE FRAME, WITH
4 ATTACHED SEATS. BOLTED 2 j INCH GALVANIZED
STEEL, PORTABLE OR SURFACE MOUNT. A. 5." SLAB.
IS PROPOSED UNDER THE PICNIC TABLE.
VICTOR STANLEY CR -196 BENCH WITH BACK AND
BENCH
10
BENCH
ARMS, 6' LONG, IN-GOUND, POWDER COAT DARK
GREEN FINISH. A 5" SLAB IS PROPOSED UNDER
THE BENCH.
HORESESHOE THROW
11
HS
WASHER THROW
12
WT
REINFORCED CONCRETE USING PORTALND TYPE 1
TABLE TENNIS
13
TT
CEMENT AND AGGREGATE (50OPSI ASTM). SILK
FINISH. 1.0.8."L X 6.0."W X 3.0."H. NET 6."H, X 6.0.1.
FOUR-SQUARE PAD
14
FS '
l
I
PILOT ROCK TRH-32PN24, FROM RJ THOMASCO.
TRASH CAN
15
TR
800-7625002, WITH RECYCLED PLASTIC SLATS,
- `-6" LIME STABILIZED SUBGRADE DARK GREEN COLOR
MDWS (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)
X X * X=5"
n * 5" PAVEMENT - USE #3 REBAR ® 15" O.C.E.W. TOP of SIDEWALK
6' D„
PVC SLEEVE TO BE 1" ABOVE
t
MAGROUND / \ NOTES%
TYPICAL CONCRETE PAVING SECTIONALL CHARACTERS MU$T BE so"
N.T.S. SEE NOTE3 MINIMUM ABOVE GRADE OR SIDEWALK.
#3 BARS ® 12" O.C...28-DAY CONCRETE 1'
SEAL WITH EXPANSION #4 BARS ® 18" O.C.E.W, TRENGTH = 3000 psi
% JOINT MATERIAL SMOOTH DOWEL BAR
X(4"
1/4" R 1/2SEE
FINISH NOTE " 0 X 18', 12" O.C. ( THICK MIN.) RESERVED
m 12"x18'
1 Q 3 3/4. (COATED W/HEAVY GREASE) PARKING REFLECTIVE FINISH
1'16'6 moo` BENCH CONCRETE SID WALK
1'-6" METAL SIGN
MDWS 10 ❑
❑ ENC `` X TYPICAL SECTI N
RECYCLED MATERIAL, 1/2" 3" 12"x9"
THICK AS MANUFACTUREDNTS REFLECTIVE
X /3.LONG METAL OR PLASTIC CAP, INSIDE 6" vu� FINISH METAL
X X APpROVEDU EQUALCO. OR DIAMETER TO BE 1/16" GREATEN THAN
SIGN
' DIAMETER OF DOWEL BAR. CAP MUST SIDEWALK OR PATH
W-6 W- -- 6 W-6 W-6 BE LONG ENOUGH TO COVER 2"OF LOCATION
OF
CAP IS 1 F 2x2 GALVANIZED STEEL TUBE
;.. V N
END OF BAR
R
BOLT IN CONCRETE D FROM E S INSTALL
DOWEL AN TOP SO END
WITH GALVANIZED
CARRIAGE BOLT COLUMN sET IN co
SIDEWALK EXPANSION" X 2"
- - - - AND IRRIGATION d FOOTING. PROVIDE
1" WATER SERVICE " d d WALK
GALVANIZED STEEL CAP
TT7 �T 7� p �7 JOINT WELDED TO TOP of TUBE.
\, NCTABL �_ ° METER PARKL1L�.L V D TRACT / - 0.38 AC. - & C0NSTRUCTI0N U 0 I N T PAINT TUBE AND CAR
1 WLARNING 6' SIDEWALK TRAVIS COLE AVENUE °°
RAMPS PARK. 7 EXTEND END 12".\��
27 B -B ASPHALT PVAIT- 50 ROW BEYOND CONCRETE
6' SIDEWALK / ----- --------------- - - - - - - --
W I I I I
20 10 0 20
SCALE IN FEET
Points Required
Landscaping Requirements
16,770 Disturbed Area (sf)
(16770 sf /1,000) x 30 Points = 504
Additional Landscape Points for Streetscape
Airborne Ave. - (25'/50) x 300 Points = 150
Total Points Required = 654
NOTE:
REFER TO IRRIGATION PLAN FOR
IRRIGATION DESIGN
Points Provided
Symbol
Size
Name &Type
Quantity
Point Value
Total Points
485
Additional Landscape Points for Streetscape
Live Oak
Cullen. Trail. - (109'/5.0) x 3.0.0 Points =
654
General Parkway - (150'/50) x 300 Points =
900
2.1" -3.4" CAL.
(Quercus virginia)
1
150
150
X
2.1" -3.4" CAL.
Canopy
Streetscape
150
1951)
X
Live Oak
Streetscape
2.1" -3.4" CAL.
(Quercus virginia)
3
150
450
2.1" -3.4" CAL.
Canopy
4
150
600
Crepe Myrtle
Bigger than 1.25" CAL.
(Lagerstroemia indica)
2
40
80
Bigger than 1.25" CAL.
Non -Canopy
5
40
200
Total Points Provided = 680
Streetscape
Required Provided
Airborne Ave. Streetscape: 25'/32 = 1 Canopy Tree Required 1 Canopy Tree Provided
_ H
s
200 10 0 20
SCALE IN FEET
Points Required
Symbol
Landscaping Requirements
Name &Type
16,140 Disturbed Area (sf)
Point Value
(16140 sf /1,000) x 30 Points =
485
Additional Landscape Points for Streetscape
Cullen. Trail. - (109'/5.0) x 3.0.0 Points =
654
General Parkway - (150'/50) x 300 Points =
900
Travis Cole Ave. - (109'/50) x 300 Points =
654
Total Streetscape Points=
2208
Total Points Required =
2693
II
AND :TAPE BOTH ENDS
SAWED OR FORMED, MIN. L J�
1/8" TO 3/16"SEAL WITH EXPANSION 3'
3/8" RJOINT MATERIAL, MIN. f "�
t�8
BLACK 2" SQUARE
NOTE: ALL CURBS 6" IN HEIGHT - ALUMINUM POST CAP POWDER -COATED 4' HIGH
UNLESS NOTED OTHERWISE. ,! 4' ALUMINUM FENCE LINE
1/4»R 24»
NOTES: 15"
1. FINISH: LIGHT BROOM FINISH. JOINTS TO s" 3"R
NOTE: BE TOOLED 1 " DEEP AT AN INTERVAL I 3»R 1" 1/4"R " 4-t?
EQUAL TO THE SIDEWALK WIDTH.
3'-8"
12' V-4"
REFER TO IRRIGATION PLAN FOR EXPANSION JOINTS @ 40 O.C., ALUMINUM E
FENCE FENCE DESIGN CONTRACTION JOINTS ®6' O.C. jl s" 7" POSTS SPACED AT 8'-4'
Points Provided
Symbol
Size
Name &Type
Quantity
Point Value
Total Prints
Travis Cole Ave. Streetscape: 109'/32 = 4 Canopy Trees Required
Ive Oa
2.1" -3.4" CAL.
(Quercus virginia)
13
150
1951)
X
Canopy
Streetscape
Live Oak
2.1" -3.4" CAL.
(Quercus virginia)
4
150
600
Canopy
Crepe Myrtle
Bigger than 1.25" CAL.
(Lagerstroemia indica)
5
40
200
Non -Canopy
Total Points Provided = 2750
Streetscape
Required
Provided
Cullen Trail Streetscape: 109'/32= 4Canopy Trees Required
General Parkway Streetscape: 150'/32 = 5 Canopy Trees Required
13 Canopy Trees Provided
Travis Cole Ave. Streetscape: 109'/32 = 4 Canopy Trees Required
c r THE SEAL APPEARING ON THIS
_!Uha ftz:�` E nee
j�'' n DOCUMENT WAS AUTHORIZED BY
C V 1 JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON MAY 1, 2014.
g
College Station, Texas 77845 ISSUED/J�
F R REVIEW MIX
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE (n'�/el
KERR JP --S RCF JPS 13-306 MAY 2014
FIRM # 12327
SCHULTZ ENGINEERING, LLC
3. 3» 3' 2'
2. DOWEL IN AND TIE TO ANY CONCRETE 2'
STRUCTURE ADJACENT TO SIDEWALK 2' of POST BURIED
JUNCTION IN -GROUND CONCRETE
(DRIVEWAY, INLET BOX, CURB, INSTALLATION
BOX, ETC.) WITH #3 X 12" BARS ® 12"
O.C. OR #4 X 12" BARS ® 18" O.C. /\ \
_ #4 BARS
3. COMPACTION: COMPACTED SUBGRADE/
0 = 3/4" X 18" SMOOTH
MATERIAL COMPACTED TO A DENSITY OF AT EXPANSION DOWELS
LEAST 98% OF MAXIMUM DRY DENSITY ASRE
DETERMINED BY .PROCTOR COMPACTION ��A>��
TEST ASTM ET O (STANDARD) AND ALL DOG PARK FENCE DETAIL
CONTENT. WET OF THE OPTIMUM MOISTURE � ,14
JUN 1 , 20
i
LANDSCAPE NOTE: COLLEGE STATION
ING SI'T'E PLAN1. A�E
100% COVERAGE OF GROUNDCOVER, �����tt
DECORATIVE PAVING, DECORATIVE ROCK
(NOT LOOSE ROCK, ORA PERENNIAL THE BARRACKS II SUBDIVISION
GRASS IS REQUIRED IN PARKING LOT
ISLANDS, SWALES AND DRAINAGE AREAS, LEGEND
THE PARKING LOT SETBACK, PARKS n G & 7
RIGHTS-OF-WAY, AND ADJACENT PROPERTY
DISTURBED DURING CONSTRUCTION. BOUNDARY r
-305-
IRRIGATION NOTES: EXISTING CONTOUR THE BARRACKS II SUBDIVISION PARKLAND TRACT 2 1. IRRIGATION SYSTEM MUST BE PROTECTED W-8 EXISTING WATERLINE, SIZE NOTED 0.38 ACRES
BY EITHER A PRESSURE VACUUM BENCH VOL. 10570 PG. 293
BREAKER, REDUCED PRESSURE PRINCIPLE
BACK FLOW DEVICE, OR A DOUBLE-CHECK AND THE BARRACKS II SUBDIVISION PARKLAND TRACT 7
BACK FLOW DEVICE AND INSTALLED AS 0.37 ACRES
PER CITY ORDINANCE 2394. TABLE
VOL. 10570 PG. 293
2. ALL BACKFLOW DEVICES MUST BE CRAWFORD BURNETT LEAGUE, A-7
INSTALLED AND TESTED UPON
INSTALLATION AS PER CITY ORDINANCE ExISTING SIDEWALK COLLEGE STATION, BRAZOS COUNTY, TEXAS
2394. CONCRETE SIDEWALK APRIL, 2014
3. CONTRACTOR/DEVELOPER TO FURNISH z
ACCURATE AS BUILT IRRIGATION PLANS TO DEVELOPER: OWNER: SURVEYOR: ENGINEER:
CITY OF COLLEGE STATION PARKS - -u--- FENCE
Heath Phillips Investments LLC Ci of Colle e Station Brad Kerr RPLS No. 4502
DEPARTMENT. SHOW LINES, VALIM •ry g Schultz Engineering, LLC j
HEADS, CONTROLLER, WIRING -ET A to u ®.® v _ _ 3302 General Parkway PO Box 9973 Kerr Surveying, LLC Firm #12327
College Station, TX 77845 College Station, TX 77842 409 N Texas Ave. 2730 Longmire, Suite A
®� (979) 690-5000 Bryan, TX 77803 College Station, Texas 77845
(979) 268-3195 979-764-3900
I
PARKS 2 & 7
THE EtA1MACKS If SUBDIVISION
PHASE 100
CC►L1;EGE STATION, TX
JUN 16 2014
ION
'ITE PLAN
SHEET 2 OF 2
SCALE
VERTICAL N/A
HORIZONTAL 1"=20'
PLOTTING SCALE: 1:1
FILE NAME: 13-306
-.R
Al
GRAVEL BAG . . . . . . . .
O RAVEL BA
of
'N
.NOTE:
TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE
PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A, STORM DRAIN INLET OF CATCH BASIN.
GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS
SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED
THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET.
GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL.
STORM DRAIN -INLET —PROTECTION
N.T.&
GRADING CONSTRUCTION NOTES.,
PARKLAND TRACT 7 - 0.38 AC. - 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT—OF—WAY SHALL
00
TRAVIS COLE AVENUEBE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST,
PARK 7 (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 47. ABOVE THE OPTIMUM MOISTURE
CONTENT. AREAS OUTSIDE OF THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY.
27'B -B .ASPHALT P\TMT - 50' ROW
2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF—ROLLED". ANY WEAK OR SOFT
AREAS IDENTIFIED BY THE "PROOF—ROWNG* SHALL BE REMOVED AND REPLACED.
3, HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V.12H. LEGEND
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING -PLANS. MING73 ADJUSTMENTS TO THE ACTUAL
ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND -ELEVATIONS AND STRUCTURES.
THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED
FOR CONSTRUCTION OF THE SITE WORK.
6. CONTRACTOR SHALL GRADE ALL AREAS TO DRAIN.
7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED 91,11AS. ALL PARKING LOT ISLANDS
AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LGAM TOPSOIL PRIOR TO PLACEMENT
OF GRASS SOD OR HYDROMULCH.
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
dJ'Iz-, Engineering, LLC
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON MAY 22, 2014.
College Station, Texas 77845
ISSUED F?R REVIEW
979.764.3900 TBPE NO. 12327 _1 _ J_I_l
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE ll-,S-,pej,
KERRR JPS RCF JPS 13-306 MAY 2014
5v.............
%*
*J
... : ...................
JOSEPH P. SCHULTZ
z 2
FIRM # 12327
SCHULTZ ENGINEERING, LLC
PARKS 2 & 7
THE BARRACKS If SUBDIVISION
PHASE 100
COLLEGE STATION., TX
L
G R A D IN G &
EROSION CONTROL PLAN
SCALE
VERTICAL N/A
HORIZONTAL 111=20'
PLOTTING SCALE: 1:1
FILE NAME: 13-306
2"X4"
WIRE MESH
(OPTIO�,AL)
00
FASTENED
TO. T -POST
GENERAL PARKWAY
OR WOODEN
STAKE ii
Ii
SEDIMENT CONTROL FABRIC
.ISPHALT PVMT - 67'ROXV
38'B -B 1
FASTENED SECURELY TO
T -POST OR WOODEN STAKE
METAL T -POST OR
WITH OPTIONAL WIRE MESH
WOODEN STAKE AS
00
REQUIRED TO MAINTAIN
SPACED 6' APART
8" OF FILTER FABRIC TO
306.20 TG
EXTEND INTO A TRENCH
AND BE ANCHORED WITH
COMPACTED BACKFILL
OF FLOW
El
DIRECnoN
117\vn7\v
4"
t1 C1r
306.40 TG
306.70 TG
307.00 TG
307.10 TG
ALLOW 2.5' TO 5' AT TOE OF
4"X4" MIN. TRENICH-/
5
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE. CONTOURS.
SILT FENCE
ASSEMBLY
00
00
C/)
307.70 TG
307732 TW
IIcV
307.85 TW)
307.65 TW
307.35 TW
00
,,
F1
.
... ...
SILT
SILT
FENCE
FENCE
307.60 TG
O
M
307.10 TG
307.60 TG
307.80 TG
307.80 TG
o0
-501
G
307.610 T],
00
307-30 TG
M
307.10 TG
1307.20 TG 307.40 TG
W-6
W-6
L4
-.R
Al
GRAVEL BAG . . . . . . . .
O RAVEL BA
of
'N
.NOTE:
TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE
PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A, STORM DRAIN INLET OF CATCH BASIN.
GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS
SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED
THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET.
GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL.
STORM DRAIN -INLET —PROTECTION
N.T.&
GRADING CONSTRUCTION NOTES.,
PARKLAND TRACT 7 - 0.38 AC. - 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT—OF—WAY SHALL
00
TRAVIS COLE AVENUEBE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST,
PARK 7 (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 47. ABOVE THE OPTIMUM MOISTURE
CONTENT. AREAS OUTSIDE OF THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY.
27'B -B .ASPHALT P\TMT - 50' ROW
2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF—ROLLED". ANY WEAK OR SOFT
AREAS IDENTIFIED BY THE "PROOF—ROWNG* SHALL BE REMOVED AND REPLACED.
3, HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V.12H. LEGEND
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING -PLANS. MING73 ADJUSTMENTS TO THE ACTUAL
ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND -ELEVATIONS AND STRUCTURES.
THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED
FOR CONSTRUCTION OF THE SITE WORK.
6. CONTRACTOR SHALL GRADE ALL AREAS TO DRAIN.
7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED 91,11AS. ALL PARKING LOT ISLANDS
AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LGAM TOPSOIL PRIOR TO PLACEMENT
OF GRASS SOD OR HYDROMULCH.
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
dJ'Iz-, Engineering, LLC
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON MAY 22, 2014.
College Station, Texas 77845
ISSUED F?R REVIEW
979.764.3900 TBPE NO. 12327 _1 _ J_I_l
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE ll-,S-,pej,
KERRR JPS RCF JPS 13-306 MAY 2014
5v.............
%*
*J
... : ...................
JOSEPH P. SCHULTZ
z 2
FIRM # 12327
SCHULTZ ENGINEERING, LLC
PARKS 2 & 7
THE BARRACKS If SUBDIVISION
PHASE 100
COLLEGE STATION., TX
L
G R A D IN G &
EROSION CONTROL PLAN
SCALE
VERTICAL N/A
HORIZONTAL 111=20'
PLOTTING SCALE: 1:1
FILE NAME: 13-306
2"X4"
WIRE MESH
(OPTIO�,AL)
FASTENED
TO. T -POST
OR WOODEN
STAKE ii
Ii
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST OR WOODEN STAKE
METAL T -POST OR
WITH OPTIONAL WIRE MESH
WOODEN STAKE AS
REQUIRED TO MAINTAIN
SPACED 6' APART
8" OF FILTER FABRIC TO
EXTEND INTO A TRENCH
AND BE ANCHORED WITH
COMPACTED BACKFILL
OF FLOW
DIRECnoN
117\vn7\v
4"
t1 C1r
>
20
ALLOW 2.5' TO 5' AT TOE OF
4"X4" MIN. TRENICH-/
5
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE. CONTOURS.
SILT FENCE
ASSEMBLY
N.T.S.
-.R
Al
GRAVEL BAG . . . . . . . .
O RAVEL BA
of
'N
.NOTE:
TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE
PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A, STORM DRAIN INLET OF CATCH BASIN.
GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS
SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED
THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET.
GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL.
STORM DRAIN -INLET —PROTECTION
N.T.&
GRADING CONSTRUCTION NOTES.,
PARKLAND TRACT 7 - 0.38 AC. - 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT—OF—WAY SHALL
00
TRAVIS COLE AVENUEBE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST,
PARK 7 (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 47. ABOVE THE OPTIMUM MOISTURE
CONTENT. AREAS OUTSIDE OF THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY.
27'B -B .ASPHALT P\TMT - 50' ROW
2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF—ROLLED". ANY WEAK OR SOFT
AREAS IDENTIFIED BY THE "PROOF—ROWNG* SHALL BE REMOVED AND REPLACED.
3, HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V.12H. LEGEND
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING -PLANS. MING73 ADJUSTMENTS TO THE ACTUAL
ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND -ELEVATIONS AND STRUCTURES.
THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED
FOR CONSTRUCTION OF THE SITE WORK.
6. CONTRACTOR SHALL GRADE ALL AREAS TO DRAIN.
7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED 91,11AS. ALL PARKING LOT ISLANDS
AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LGAM TOPSOIL PRIOR TO PLACEMENT
OF GRASS SOD OR HYDROMULCH.
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
dJ'Iz-, Engineering, LLC
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON MAY 22, 2014.
College Station, Texas 77845
ISSUED F?R REVIEW
979.764.3900 TBPE NO. 12327 _1 _ J_I_l
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE ll-,S-,pej,
KERRR JPS RCF JPS 13-306 MAY 2014
5v.............
%*
*J
... : ...................
JOSEPH P. SCHULTZ
z 2
FIRM # 12327
SCHULTZ ENGINEERING, LLC
PARKS 2 & 7
THE BARRACKS If SUBDIVISION
PHASE 100
COLLEGE STATION., TX
L
G R A D IN G &
EROSION CONTROL PLAN
SCALE
VERTICAL N/A
HORIZONTAL 111=20'
PLOTTING SCALE: 1:1
FILE NAME: 13-306