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RADIUS
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TANGENT
CHORD
CHORD, BEARING
C2
145.76'
25.00'
1O,f52'1 1
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39.63'
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C3
30.77'
25.00'
70`31'44"
17.68'
28.87'
N5frO7'13'W
187.45'
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214�48'26
159.51'
95.42'
S1 6! '59"W.
2826'
25.00'
6C45'50"
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20.78'
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1 SW14'26'-E
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254.47-
465.00-
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31-21-19-
130.51 - �
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35,56- 1
25.OV
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21.64-
32.6,V
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47.,93' 1
275.00'
24.03'
47.87'
1 S38`51'56'W
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25.00'
1 15.84' 1
26.76'
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. . CONDUIT � I � I I � � - --- ----T----T- � -6 FA9. IRL 6 N ... , . DE, EL -
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
t,
NOTES: ':� � � �.•1 , �� `` . ,..��y f'•
°` 1 ONLY UNDER THE
E GRADE IN AREAS TO RECEIVE PAVEMENT : ', \. a,
1. FILL MATERIAL USED TO ACHIEV MAXIMUM DRY DENSITY AS
SHALL BE COMPACTED TO AT LEAST 95% OF THE .4 t `` Y�r�-�
AUTHORITY OF JOSEPH
DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE
CONTENT FROM 2% BELOW TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT.
2. THE SUBGRADE BENEATH THE CONCRETE PAVEMENT AND SIDEWALKS SHALL
BE "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE
"PROOF -ROLLING" SHALL BE REMOVED AND REPLACED.
TXDOT ITEM 526.
3. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED
TO A MINIMUM DEPTH OF 6" AT A RATE OF 6% OF THE DRY WEIGHT OF THE
SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A
HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE
GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF
TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF
HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL
SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY
DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM 2%
BELOW TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO
STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264,
"LIME AND LIME SLURRY".
4. IN AREAS ADJACENT TO THE BUILDING THE FINAL GRADE SHOULD HAVE A
MINIMUM FALL OF 6 -IN IN THE FIRST 10 -FT AWAY FROM THE BUILDING EXCEPT
IN AREAS WHERE SIDEWALKS ARE LOCATED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATIONS OF THE
UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
DIG TESS (800) 344-8377
ATMOS GAS (979) 774-2501
SUDDEN LINK COMMUNICATIONS (979) 846-2229
VERIZON (800) 344-8377
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE
PROJECT SITE.
7. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT
NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. A COPY CAN BE
OBTAINED AT http/www.tceq.state.tx.us./assets/public/permitting/Iwaterquality/
attach ments/stormwater/txr150000. pdf
8. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE
EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE
EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE.
9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2008
BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER &
SEWER CONSTRUCTION.ALL CONSTRUCTION SALL BE COORDINATED WITH THE CITY
ENGINEER'S OFFICE.
10. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART
P., SCHULTZ P.E.,
`` �` k' `` ` ♦ _ LICENSE NO. 65889,
. 4 `` �, t \``; ,` N - ON SEPTEMBER 26,
` ti E ti4`4 . \ ♦ \I 2008. IT IS NOT TO
' 4>, `,, ~�, `: ♦ ( BE USED FOR BIDDING
`' ♦ ,i- ` .- _:.._v_,1 OR CONSTRUCTION
RPO
PU SES
•,4 : �, •�� '`,>� '�,, =.. ' � `, --�
` PAVILION 20 10 0 20 c=i� o a w
FF=283 \
SCALE IN FEET U) .. c� Q z
45 :ti \ SILT m
l [� `. > 0
FENCE M0 1 Lil'
384 LF w N -I
P Out toa 0LLL Oof
U 0
-281 \ t
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z
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\ '
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PAVILION \ O
FF=283 PAVILION V) o
FF=283 \ r` j U_
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ADA
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82.3
283.80 283.53 83_r4ri3J 283.20
83.20 *c-'�il� t,"�.,'�`."• 2T.aW83--.-..0t, i0 282.80
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TP ah0
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\ - ( 284.00 X282.76 0
-`-------- , � 8 �- TC 83.4 TP 28214 � 282.40 5 C U � INLET � I`, N ®(�
TC TP TC TOP = 82.20 \ m x ..,
T _ \CL CD
282.2 FL OUT = 2"79:44---- _ �1. = F- X
284.48 1` - - __ 284.17 28 1 0 w � * O c6
TC `TC --- 78.3.90 282 7 \ :!e
O • L"
�. •_ \4 ` `- _ TC p PIPE 2B-5 \ z 2 o M
283.3 �,,• ..._ ;••_ 18 .HDPE \ ♦ 'a >, U) U `�•
Tc `~ TCC 29.8 LF ® 0.50 \ ,� z (D ti
A� 284.97Fh) r v 284.78 `c \" - N r. -
TC
_ TC - - -�- - - _ us •`''� \ is t0 N d
Z = 4- CO
284.34 z:xi y�" <t�+� 2f 2$4.15. 284.x•4 �- _ � � \ ' Uj O
SMOOTH DOWEL BAR 285.04 284.'L4
T a �� ��� ��ar��'¢ P 1O+�M RIPE > M ixo rn
SEAL WITH JOINT MATERIAL 1 /2" DIA. X 18 12 O.C.co
s , 4 < 284.04 CONSTRUCTE -04
4 FINIS
3 GREASE) BROOM H
G EAS BR
(COATED W
HEAVY LIGHT
/ CO )
(
JOINTS
TO BE
TOOLED
0
1
1/4 TO 1/2- . DEEP
4"
METAL OR PLASTIC CAP, INSIDE '�'.Ca;{;',�;'�a'`%' 4"
NON EXT
RUDIN
•.•�
JOINT FILLER DIAMETER TO BE 1/16 GREATER
THAN DIAMETER OF DOWEL BAR
SIDEWALK EXPANSION JOINT SIDEWALK CONTRACTION JOINT
TO BE SPACED AT 60' MAX. INTERVALS CONTRACTION JOINTS SHALL BE
NOTE: AT SAME SPACING AS SIDEWALK WIDTH
EXPANSION JOINT SEALANT TO BE
SONOBORN SL -1 OR APPROVED EQUAL.
STEEL REINFORCING BARS
CONCRETE PAVEMENT
R=3"
*X
' - 6" LIME STABILIZED SUBGRADE
#3 BAR
CURB FOR CONCRETE TYPICAL CONCRETE PAVING SECTION
PAVEMENT - NTS
TYPICAL SECTION * X=6" IN FIRE LANE, 5" IN ALL OTHER AREAS
NTS * 5" PAVEMENT - USE #3 REBAR ® 15" O.C.
* X=6" IN FIRE LANE, 5" IN ALL OTHER AREAS * 6 PAVEMENT - USE #3 REBAR ® 12" O.C.
PROPOSED GRADE
CONCRETE PAVEMENT SECTION
g"
- 12" MIN. `, `" " ` 3 LIME STABILIZED SUBGRADE
• `r:.. tll� SELECT MATERIAL
HDPE PIPE - t�
6" MIN. a ' '- • z
_ PIP
THE TRENCH BOTTOM SHALL BE
O.D.
GRADED SO AS TO PROVIDE UNIFORM 12" MIN.
AND CONTINUOUS SUPPORT FOR THE
1926 SUBPARI P I -UK 1Mt14L;n W? rr-1 T RCI.lVIRCMG�..7.
11. INLET PROTECTION TO BE INSTALLED AT ALL INLETS.
00
O00D
12. HYDROMULCH SEEDING SHALL BE INSTALLED ON ALL DISTURBED AREAS
Alignment: storm pipe 2b-5
Desc: storm pipe 2b-5
288
WITHIN 14 DAYS OF FINAL GRADING.
Desc. Station Data
Northing _-_--__Fasting
13. STORM SEWER PIPE MATERIAL SHALL BE REINFORCED CONCRETE PIPE, C76,
----------- -_-Spiral/Curve
PI 311+50.50 -~
---_
10189341.7461 3574636.8131
TYPE III WITH RUBBER GASKETED JOINTS IN ACORDANCE TO ASTM C443.
_ Length: 29.78
Course: N 48-54-17 W
14. ALL CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH
_ -----------------10189361.3177
-------------------------
OF 3000 PSL
PI '-� 311+80.27
3574614.3739
15. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI).
Length; 4.00
Delta: 36-08-48
Course: N 85-03-06 W
284
16. INLETS AND JUNCTION BOXES MAY BE CAST -IN-PLACE
---------------------------
Tangent Data
--------------------------
CONCRETE.
311+50.50
10189315.4535 3574666.9578
280
311+80.27
10189361.3177 3574614.3739
THE STORM SEWER PIPING, JUNCTION BOXES AND INLETS ARE PRIVATE AND
17. E
Length: 29.78
Course: N 48-54-17 W
WILL BE MAINTAINED BY THE DEVELOPER.
PIPE 213-5
18" HDPE
18. REFER TO STORM SEWER DETAILS SHEET FOR EMBEDMENT & BACKFILL
___---------- --------------
PI _511+84.27
- ------------- -----------
101$9361:6627 3574610.3888
® 0.50%
DETAILS AND INLET, JUNCTION BOX & HEADWALL DETAILS.
----------------- --------------------------------------
276
Tangent Data
276
311+80.27
10189361.3177 3574614.3739
311+84.27
10189361.6627 3574610.3888
Length: 4.00
Course: N 85-03-06 W
P., SCHULTZ P.E.,
`` �` k' `` ` ♦ _ LICENSE NO. 65889,
. 4 `` �, t \``; ,` N - ON SEPTEMBER 26,
` ti E ti4`4 . \ ♦ \I 2008. IT IS NOT TO
' 4>, `,, ~�, `: ♦ ( BE USED FOR BIDDING
`' ♦ ,i- ` .- _:.._v_,1 OR CONSTRUCTION
RPO
PU SES
•,4 : �, •�� '`,>� '�,, =.. ' � `, --�
` PAVILION 20 10 0 20 c=i� o a w
FF=283 \
SCALE IN FEET U) .. c� Q z
45 :ti \ SILT m
l [� `. > 0
FENCE M0 1 Lil'
384 LF w N -I
P Out toa 0LLL Oof
U 0
-281 \ t
- /(Yw
_terr _
z
O
I � 0-
\ '
\w
\ ' Z Lilo W
PAVILION \ O
FF=283 PAVILION V) o
FF=283 \ r` j U_
G, Lil
ADA
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82.3
283.80 283.53 83_r4ri3J 283.20
83.20 *c-'�il� t,"�.,'�`."• 2T.aW83--.-..0t, i0 282.80
...-.t-mw ---------
-w-
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aONCD0
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28 .70 \
283.7 283. 28 .93�,.f '282.0 2 .10 0)
TC y TC TP C; t. TP2JTC y T 282• ` TC \ ' 0
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TC
ADA r;
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283.45 ' r Z d
C 82.78 i r 82.62 \
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282.70 282.55 282.38 282.6 \ 04
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TP ah0
t \ ' h L0
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X d
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283.06 282.45 � ao c0
TC3.35 '""i TP ._--> 2$1.SP INLET\2B-8 \\ ; LLJo w ti
\ - ( 284.00 X282.76 0
-`-------- , � 8 �- TC 83.4 TP 28214 � 282.40 5 C U � INLET � I`, N ®(�
TC TP TC TOP = 82.20 \ m x ..,
T _ \CL CD
282.2 FL OUT = 2"79:44---- _ �1. = F- X
284.48 1` - - __ 284.17 28 1 0 w � * O c6
TC `TC --- 78.3.90 282 7 \ :!e
O • L"
�. •_ \4 ` `- _ TC p PIPE 2B-5 \ z 2 o M
283.3 �,,• ..._ ;••_ 18 .HDPE \ ♦ 'a >, U) U `�•
Tc `~ TCC 29.8 LF ® 0.50 \ ,� z (D ti
A� 284.97Fh) r v 284.78 `c \" - N r. -
TC
_ TC - - -�- - - _ us •`''� \ is t0 N d
Z = 4- CO
284.34 z:xi y�" <t�+� 2f 2$4.15. 284.x•4 �- _ � � \ ' Uj O
SMOOTH DOWEL BAR 285.04 284.'L4
T a �� ��� ��ar��'¢ P 1O+�M RIPE > M ixo rn
SEAL WITH JOINT MATERIAL 1 /2" DIA. X 18 12 O.C.co
s , 4 < 284.04 CONSTRUCTE -04
4 FINIS
3 GREASE) BROOM H
G EAS BR
(COATED W
HEAVY LIGHT
/ CO )
(
JOINTS
TO BE
TOOLED
0
1
1/4 TO 1/2- . DEEP
4"
METAL OR PLASTIC CAP, INSIDE '�'.Ca;{;',�;'�a'`%' 4"
NON EXT
RUDIN
•.•�
JOINT FILLER DIAMETER TO BE 1/16 GREATER
THAN DIAMETER OF DOWEL BAR
SIDEWALK EXPANSION JOINT SIDEWALK CONTRACTION JOINT
TO BE SPACED AT 60' MAX. INTERVALS CONTRACTION JOINTS SHALL BE
NOTE: AT SAME SPACING AS SIDEWALK WIDTH
EXPANSION JOINT SEALANT TO BE
SONOBORN SL -1 OR APPROVED EQUAL.
STEEL REINFORCING BARS
CONCRETE PAVEMENT
R=3"
*X
' - 6" LIME STABILIZED SUBGRADE
#3 BAR
CURB FOR CONCRETE TYPICAL CONCRETE PAVING SECTION
PAVEMENT - NTS
TYPICAL SECTION * X=6" IN FIRE LANE, 5" IN ALL OTHER AREAS
NTS * 5" PAVEMENT - USE #3 REBAR ® 15" O.C.
* X=6" IN FIRE LANE, 5" IN ALL OTHER AREAS * 6 PAVEMENT - USE #3 REBAR ® 12" O.C.
PROPOSED GRADE
CONCRETE PAVEMENT SECTION
g"
- 12" MIN. `, `" " ` 3 LIME STABILIZED SUBGRADE
• `r:.. tll� SELECT MATERIAL
HDPE PIPE - t�
6" MIN. a ' '- • z
_ PIP
THE TRENCH BOTTOM SHALL BE
O.D.
GRADED SO AS TO PROVIDE UNIFORM 12" MIN.
AND CONTINUOUS SUPPORT FOR THE
7 _
-WITH SAWED FORMED, SI.A,. 285. 411+NT MATER
R� 5 i4f}$1�3 rfi•'k S
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CONTRACTION JOINT ii.��I �,_� o .�f� Q
�� 7 4 �.
CONTRACTION JOINTS SHALL BE y~�-•V1/ �y ,
AT 20' MAX. SPACING �- ��� � y
NOTE: - `-�•----�'�
EXPANSION JOINT SEALANT TO BE _ -- '`� `~ S f �..r� W
I f� W
SONOBORN SL -1 OR APPROVED EQUAL.
* X=6" IN FIRE LANE, 5" IN ALL OTHER AREAS
- - � r+? .. f,ri yil' , yffi • K'tii.,ve li. �.�'� u.,.-,.. �. N St. , ..�.vr�fi ,,,,. r. -_k F. .ln.a 3r.;>: 'e �l rifi��'d r CI h'�.rt..�r � t.. �
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SEAL ,) ,�U� . � •.:� :� o., n, � •">�.t � ,� .?s,'r"~~ 5 �'"'i .''�=+^: v+,�,
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c
W 285
284.04 `�`'- v .� .24 u•
X 5A4- - 283.87 y, Y v J
38 283.79 Y i Q W/ O
NON -EXTRUDING JOINT FILLER - METAL OR PLASTIC CAP, INSIDE ��285
�"`
DIAMETER TO BE 1 /16" GREATER
THAN DIAMETER OF DOWEL BAR �"�'
283.81 ; N M <
EXPANSION JOINT283w
. W
TO BE SPACED AT 60' MAX. INTERVALS EROSION CONTROL, 9A ---G E FLA 0 (, `v', (�
NOTE: 0 _ w
EXPANSION JOINT SEALANT TO BE Q V
SONOBORN SL -1 OR APPROVED EQUAL:
* X=6" IN FIRE LANE, 5" IN ALL OTHER AREAS
�Ww °
4" THICK (MIN) REINFORCED O W
CONCRETE SIDEWALK PEA GRAVEL OR SAND FILLED NYLON
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- EXPANSION JOINT 6" HEIGHT (MIN.), LAID END TO END. V) G r�n
DETWASM W NG SURF U V,
BE 'MUWATm DOME PAVERs FOR STAKES -6' SPACING OR 0
THE ENnRE tENGtH OF THE RW. CURB &GUTTER WIRE FENCING TO "T" POSTS -10' SPACING GC
00CURB o' CURB HEIGFR 2% MAX PROVIDE SUPPOR EDGE OF GUTTER
vAttwstE CURB HOG HARM E CURB HacHr -1 - : - , a Y ., -" TO FABRIC SILT FENCE FABRIC
TOP OF CURB W
W CURB ire DIRECTION OF FLOW
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PROFILE SCALE
1 IT= 40' HORZ
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276
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CONTRACTION JOINT ii.��I �,_� o .�f� Q
�� 7 4 �.
CONTRACTION JOINTS SHALL BE y~�-•V1/ �y ,
AT 20' MAX. SPACING �- ��� � y
NOTE: - `-�•----�'�
EXPANSION JOINT SEALANT TO BE _ -- '`� `~ S f �..r� W
I f� W
SONOBORN SL -1 OR APPROVED EQUAL.
* X=6" IN FIRE LANE, 5" IN ALL OTHER AREAS
- - � r+? .. f,ri yil' , yffi • K'tii.,ve li. �.�'� u.,.-,.. �. N St. , ..�.vr�fi ,,,,. r. -_k F. .ln.a 3r.;>: 'e �l rifi��'d r CI h'�.rt..�r � t.. �
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c
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284.04 `�`'- v .� .24 u•
X 5A4- - 283.87 y, Y v J
38 283.79 Y i Q W/ O
NON -EXTRUDING JOINT FILLER - METAL OR PLASTIC CAP, INSIDE ��285
�"`
DIAMETER TO BE 1 /16" GREATER
THAN DIAMETER OF DOWEL BAR �"�'
283.81 ; N M <
EXPANSION JOINT283w
. W
TO BE SPACED AT 60' MAX. INTERVALS EROSION CONTROL, 9A ---G E FLA 0 (, `v', (�
NOTE: 0 _ w
EXPANSION JOINT SEALANT TO BE Q V
SONOBORN SL -1 OR APPROVED EQUAL:
* X=6" IN FIRE LANE, 5" IN ALL OTHER AREAS
�Ww °
4" THICK (MIN) REINFORCED O W
CONCRETE SIDEWALK PEA GRAVEL OR SAND FILLED NYLON
(3000 PSI, 28 -DAY STRENGTH) PAVEMENT AREA BAGS (OR APPROVED EQUIVALENT) �n Q v1 J
- EXPANSION JOINT 6" HEIGHT (MIN.), LAID END TO END. V) G r�n
DETWASM W NG SURF U V,
BE 'MUWATm DOME PAVERs FOR STAKES -6' SPACING OR 0
THE ENnRE tENGtH OF THE RW. CURB &GUTTER WIRE FENCING TO "T" POSTS -10' SPACING GC
00CURB o' CURB HEIGFR 2% MAX PROVIDE SUPPOR EDGE OF GUTTER
vAttwstE CURB HOG HARM E CURB HacHr -1 - : - , a Y ., -" TO FABRIC SILT FENCE FABRIC
TOP OF CURB W
W CURB ire DIRECTION OF FLOW
ON CURB PARKEIANG - �. :�' +. •
12" EXISTING GROUND Q
PMRM N
2 SAND CUSHION 4„ O
" (AS NECESSARY) BURY BOTTOM FLAP
12 12" MIN. DEPTH CURB/GRATE INLET
(__ BFT M1HILNM #3 X 18 O.C.E.W. OR JUNCTION BOX SHEET
PIPE BARREL BETWEEN BELL HOLES. CMM H "1 I RArAP LENGTH "N° '
311-I-00 vARAIW cuRe cDHr vARNs� CURB HOCHr #3 DOWELS ®24" SPACING ON CENTER SILT FENCE IEW
WHERE SIDEWALK ABUTS CURB OMPACTED SUBGRADE PROTECTION
m
MRLlANC NTS
BEDDING AND BACKFILL FOR TYPICAL RAMP DETAIL AT PARKING CONCRETE SIDEWALK CROSS SECTION NTS
HDPE STORM .SEWER PIPE PIPE '5 AREAS & PRIVATE SIDEWALKS NTS JUN 16 2009
STRUCTURAL AREAS N.T.S
COLLEGE TAT' 0N
EN RI�V
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PIPE BARREL BETWEEN BELL HOLES. CMM H "1 I RArAP LENGTH "N° '
311-I-00 vARAIW cuRe cDHr vARNs� CURB HOCHr #3 DOWELS ®24" SPACING ON CENTER SILT FENCE IEW
WHERE SIDEWALK ABUTS CURB OMPACTED SUBGRADE PROTECTION
m
MRLlANC NTS
BEDDING AND BACKFILL FOR TYPICAL RAMP DETAIL AT PARKING CONCRETE SIDEWALK CROSS SECTION NTS
HDPE STORM .SEWER PIPE PIPE '5 AREAS & PRIVATE SIDEWALKS NTS JUN 16 2009
STRUCTURAL AREAS N.T.S
COLLEGE TAT' 0N
EN RI�V
THICKNESS ASTHICKNESS AS
-
DESIGNATED ON, PLANS
O.D. • i'-0" g" TVP. S
DESIGNATED ON PLAN
.. ..5'•D" ' .. MIN. 51•0" .. d(°' • � m.-
3. BARS- 0 18" 0 C.E.W.
OR AS DESIGNATED . ON PLANS .► ��
—_—_ - _ 6 TY !�.
'— — — — — — I 1 - - - �'` •3 BARS.; v 18" O.C.E.W. vty. .l OR AS DESIGNATED' �lg �,-
I , r - - -1 ![338
❑❑❑A 1 ❑❑❑ /4 ON PLANS.EXTENSION ❑❑❑❑❑I 10 -0 I i ( ❑❑❑❑❑ 1FiEICHT
CURB LINE WHEN❑❑❑❑❑ ,. --1'/2 ' RECESSED IM ET ❑❑❑❑❑� NOTE( VARIES..
13' RADIUS — _ — — _ - - - - i .! WEEP HOLE Co
CONCRETE MM. 18" TOE WALL TO BE CONSTRUCTED 1. ' MATCH C ELEV.. �. • .. , r HEIGHT
T /�/�} il3.HEICHT /t VARIES N
.CUTTER - / /! / .' - - '- �TT�f-'T�T.T T-f-,� .. ...
2'-0" AT BEGINNING &END, OF CONCRETE MATCH —
13' RAW 0.0. i 6" CHANNEL & RIP -RAP SECTIONS. R ELEV. 1 .r WEEP HOLE
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DITCH �• 113 HEIGHT
I .... • . FAC OF CURB 2'-0" - .. ")" .. V w
4" NORMAL E . SQUARE 28 DAY CONCREiE 2 0 e VARIES y .: 12 . 2, GALV. HWD.
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n STRENC 3000 pa f
I
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'
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3 6
:
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TH
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DESIGNATED
W GROANULIAR MATERIAL ;
PLAN VIET!V 28 -DAY CONCRETE _STRENGTH 3000 psi •
4 BARS 12" O.C.E.W. 0.0. • 6" MIN.
:. , .. _.. 1 ALL ,
—�
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1 6. TOP & .. _ .. � NOTE
_' •.? : I
BOTTOM SLAB T��. �*� 2B°DAY CONCRETE STRENGTH= 3000 s( MN. 18""TO WALL TO
:, :.: •::: 1 ■4 BARS 6" O.C.E.W. STD. CAST IRON MANHOLE COVER B 0 WEEPHOLEDETAIL P . E L BE CONSTRUCTED
,..
A AND FRAbE BEGINNING, END OF. CONCRETE
:::...• ... ... I TOP OF CURB
TOP SLAB ,
AT
DITCH CHANNEL &RIP -RAP. SECTIONS.
-- RETE
CONC CHANNEL LINING. G
N NORMAL GUTTER LINE 3 WHEN
AA
EXTENS 0 E _
SECTION H 4' OR MORE
5' S 5' S•
— --• .-..:.._ i:,::' �"�,,,;� 11 U ,�!:_:.:;,1� .DEPRESSED. CUTTER LINE
I— — ' — _ -_ _.� ._.. �.....y .�..�.� _) �- 6 SIDE WALLS. MACHINED BEARING SURFACE WIDTH . ---
■4 BARS 6" O.C.E:W. '
MIMMIIM WID DRAINAGE EASEMENT
-Ste" 15 MN.
" TYP TT 3.8 5, MIN: 28 -DAY CONCRETE
INVERT SHAPING /� 6 TOP &. BO OM SLAB . : - STRENGTH 3000 psi
CONCRETE FILL /i� •4 BARS 12" O.C.E:W. _ 24.. .. i _} .
0 SL�CTIONA A " 7l16" 'j
„ 1 I z _LYFPHOLEDETAIL
SIDE WALLS & BOTTOM SLAB 2-114 2'°
FI,F.IrATION _ .
. SINGLE. GRATE
INLET CONCRETE RIP -RAP
-� r MIN. —11
INLET EXTENSION.
.::.. D2 01
SINGLE RECESSED CURB INLET & CURB I /
- JQ { ..SECTI0IV PICKHOLEDETAIL1 0D 1 01 CO. VE
*MAXIMUM SLOPE
•HANDRAIL
.. ..
4'.MN.. THICKNESS AS
,. 3li6 �lt6 - : DESIGNATED ON PLANS
A 3!4 i TYPICAL LINED AN SECTION*
v3 BARS Q 18" O.C.E.W... ` 1•.O"
- - - - - _ _ _ _ ;_ - ' 2..K STD dP EMfMfAT M/ll)7-I�L[CH SIDEWALK
28 DAY CONCRETE ? I .. I_
i O 1 R 21.. • _i ._ ..
STRENGTH= 3000 ps F L 6.S
OR. AS DESIGNATED J►4
_ 24 STANDARD CHANNEL SECTIO
N ON PLANS.
'RUBBER OOOOOOo0oo0000011� A . i ,_ - - -
v /� E, TSV. A A..
4..4 BARS i
28 -DAY CONCRETE. V � -0-2
1 DIAGONAL • - -
-
1 - _ STRENGTH 3000 Psr .. ...
A i A 0 D 12) 314" OIA HOLES
f LOW MAIN
L.
D
00.0
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I .•— 1 LME I FOR RE -R00 .. �
- ' -3 BARS 0 12': 0 C.E.W. MATCH IL ELEV. 1 �,r 28 -DAY CONCRETE
- STRENGTH= 3000 psi
- -=- �- --, COVER FACE COVER FACE E
STD. CAST IRON MANHOLE ';} : 1(—i� NOTE= 18" TOE WALL TO BE CONSTRUCTED
IN STREETS 28 -DAY PIAN
(2)314" : .:!*'.'`''`1!'':`• -;:'Y 18"TOE GOWN IS" TO 36" AS 'AT BEGINNING & END OF CONCRETE
COVER AND FRAME ;�: , :; •' . ;1 (ALSO . AT DESIGNATED ON PLANS
SOUARE t24" DIA) CONCRETE STRENGTH _ 3000 psi A CROSS SECTION FLUME ENDS) I DITCH LINING &RIP -RAP SECTIONS
PLAN PLAN MINIMUM DISTANCE BETWEEN
• 1•�
TWO PIPES v2"FLAT FACE GOTHIC '
6'
NlAPPROPRIATE ITY TITLE
���III
O.D. • 6" MIN. :::, ' 16"� TO 36" - 12" APART , .. ,� �. 6^ CONCRETE SIDE SLOPE PROTECTION
6" TOP & BOTTOM SLAB ■4 BARS 6" O.C.E.W. 4B OR LARGER - 18 APART DONT
till Dr M N t3r2•A
14 BARS 12" O.C.E.W. A J DRAINS TO A O. D2-03
SIDE WALLS •4 BARS 12" O.C.E.W. t TOP & BOTTOM SLAB NtiQ Sung RIVERS 2'-0"
SIDE WALLS 0.0.• 6" MN.: i & SIDE WALLS '�
_ _ I LARGE MOUTH BASS LOGO
1 i 6"• TOP &
BOTTOM WALLS .. .. :. _ O.O. • 6.. F 6" TOP 3!4'• FLAT FACED GOTHIC
_ VARIES 12) PLACES iiOVER PAOiIf
.• . , • , _ , & 28 -DAY. CONCRETE STRENGTH•+ 3000 psi
:.'• MIN.2'-6" + (SEE NOTE) + BOTTOM
3•' MN. EACH SIDE 6" SIDE WALLS O O E SLAB
T T 4• TT T T T T .T - - :. . MANHOLE RING AND COVER STANDARD :FLUME. SECTION
14 BARS 6" O.C.E.W. Cn• a COUI:cC STA ION .
•4 BMS 6' O.C.E.W. A �•T l DRAINS TO A
TOP & BOTTOM SLAB 6" SIDE WALLS POLLUTE EXPANSION JOINTS AT BO'O.C.
SE
,CT -A 6" SIDE WALLS -TOP & BOTTOM_ SLAB ND BASURA RIVERS D2-04 D2-05
-
WQ
SECTIONA A
SECTIONA A
1/2"FLAT FACES GOTHIC
w/APPROPRIATE CITY TITLE
STORM SEWER DOUBLE BARREL INLET TROUT LOGO -
JUNCTION BOX _
GRATE INLET
-
D1-02 11-03
D1-04 PLATE D1-05
A/�
.4 BMS 12" O.C.E.W... _ S"
WALLS, BOTTOM .SLAB & TOE GENERAL NDiES1
:. 31 E
�l EN
PLACEDSt2
T
IIF E SHALLT HE CENTER
REL ORCM STEEL L
SECTIONA A of THE OUTSIDE LATER of ems r FRO1( THE smACE
PLAN Of. THE CONCRETE: TOTAL OU NTITES RMUDE ONE 20
DIAMETER LAP FOR ALL BARS OVER 6'•O"N LENCTFL
• I
28 -DAY CONCRETE STRENGTHM.3000 Psi MINIMUM DISTANCE BETWEEN24-
mom"• k-
.. _ .. TWO PIPES.- REfFORCMIG STEEL fOR ONE tiEAOWAIL
18" TO 36". = 12" APART BARS Ai•Att BARS B BARS B•B,t. BARS C BARS Oi_O BMS E BMS f BARS G BARS S BARS Vi•Vtt BARS*
■4e12s• ■UB% •3018-• ■4012".. , .�D^. .5 •4 ". .3 ■4 94212:. 25
48". OR LARGER i0" APART
=ICAL CONCRETE HEADWALL
& ENDyV A1.T .WITH WINGS CONCRETE HEADWALL FOR 2 PIPES
. I.D3-00 : D3-01
•.
SELECT MATERIA) .•q.::•:e. •d..
THE FREE ' ..
OF BRYAN
MATERIAL EXCAVATED FROM DITCH, (WHICH iS OF :
3•:'.°''e
Vl 1 1
ROCKS. LUMPS. CLODS, OR DEBRIS LARGER THAN TWO (2) '.o;d .a.
Tli� Good Life, Texas Style."
INCHES N THE LARGEST DIMENSION). COMPACTED. TOA :•::x:�:: COMPACTED CEMENT STABILIZED
2" ::
MINIMUM OF 90X OF MAXIMUM DENSITY. AS DETERMINED BY : ::::...:..
S
ASTM 0698 (STANDARD) AT A MOISTURE CONTENT. WITHIN , <, ` ANp: t-1/2 SACKlCY tPUGMILI
:; ONLY). SPADE BY LIFT5 INTO
OPTIMUM TO •4r OF OPTIMUM UNDER NON-STRUCTURAL PIPE Q•D• PLACE; TO FR.I ALL VOIDS
AREAS 66 ... YARDS. PASTURES. EASEMENTS) AND TO A " ..,:,• AROUND PIPE. MANUALLY
MINIMUM. OF 98X. OF MAXIMUM AS .DETERMINED 14" MIN.)AN
.DENSITY .
BY ASTM 0698 (STANDARD) AT.A MOISTURE CONTENT WITHIN. CONSOLIDATE AT OPTIMUM
OPTIMUM TO •4X OF OPTIMUM UNDER FUTURE, STREET AREAS. MOISTURE.
pip
0..
- * PE MUST. DESIGN TRENCH DETAILTHE TRENCH BOTTOM SHALL BEl� "-B" MNJ12". MAX.
SITE SPECIFIC FOR HOPE PIPE. GRADED SO AS TO PROVIDE UNIFORM
AND CONTINUOUS SUPPORT FOR THE
DRAIN B Y C. L. M.
PIPE BARREL BETWEEN BELL HOLES.
DATE: 01-01-08
BEDDING AND. TRENCH FOR REINFORCED •
•
SCALE: N T S'
CONCRETE PIPE
T-% -a m
APPROVED W P K
ELECTRICAL ''•, SITE SPECIFl9 NOTEs
1. THE OWNER AND DEVELOPER OF THE PROPERTY IS GREENS PRAIRIE 2"
TRANSFORMER --' INVESTORS, LLC., 4490 CASTLEGATE DRIVE, COLLEGE STATION, TX 77845.
\
CASTLE ROCK SUBDIVISION, PHASE 2B. THE PROPERTY IS ZONED PDD,
WOODEN \ \ GF RESIDENTIAL (/2„
SCREEN FENCE \ PR Gs ARE P S. r w P NOTE:
20' B RESERVED
` ! 3. THE DETENTION POND FOR THIS PROJECT IS ON .THE CROWLEY TRACT PARKING
BUILDING
SETBACK LINE - ADJACENT TO SH 6.
.. ., ,ING •- ; : _:,, ; ::: = : ; .: ,> : �./--`ALL SIGN HARDWARE TO BE GALVANIZED
CAT R ,
F
CASTLE ROCK PARK _ . , , . _ . .. - 4.5TORM AN RAIN INFORMATION I`
»J \ -
SEWER D DRAINAGE 1 ORMATIO AND DETAILS WILL BE - 1 ,,
TBA
K LINE : _ r
_ .. _ , . PROVIDED ON THE GRADING AND` DRAINAGE''DESIGN PLANS: 6; _S SQUARE
Q
`-
COLORS
5. THE DEVELOPED AREA FOR, THIS PROJECT !S 16 A
ORNAMENTAL
0 S OJE 0 S ACRES.
. \�
.,
N 7— R
6. THE IRRIGATION MUST PP
SIGN 0 R _ 8 PER M U.T.CD.
G 1 ON SYSTEM US BE ROVED AND INSTALLED PRIOR TO ` _
/ : t C.O.: —
P. LEGEND &,BORDER GREEN
U•E• 6 HIGH K UMBRELLA
1 4
: . f -
PowD : , / A RO N WHITE
ER 'TED ... .. r . , Z THE WATER SEWER LINES FOR THIS PROJECT ARE PRIVATE. B CKG _ U D
VOL. 8214 ► 31'M SF /.. ,. , ::. , , ,
UMI UM r :
,,.. , .: r, , VAN
N : r ; :J >:
r _ WHITE SYMBOL ON BLUEBACKGROUND
'�r r FF 253.00 , - ::, x
;,
, _ , . , � • :::.� ; � ACCESSIBLE M
PG. 234 ELECTRICAL NOTES. _
1:'DEVELOPER :INSTALLS -0ONDUITS A PER CITY SPEC AND DESIGN.
r
2 3 8 =GALVANIZED PIPE POST
USE :WHERE
r,
r..
: . L�S FT.
2. DEVELOPER 'PROVIDES 30 OF RIGIb CONDUIT F R RISER POLES... 2
S WOODEN #4 0
INDLCATED
. .. ,:: .: / .�_---- _ ,_ .:_k -,, ., :.- ' ; .• ..:: : .. DEVELOPER INSTALLS FI T
E LLS. RST 10: CITY INSTALLS
REMAINDER:
. :: : ,., . ; . ,, ,. ..:: ::• \ FENCE
f:. .
3. DEVELOPER POU TRANSFORMER A R P N
/ • ,. - \
l
RSPDS PER CITY SPECS AND
DESIGN.
r
}
�J G
4. DEVELOPER INSTALLS PULLBOXESAS PER CITY SPECS AND DESIGN:
(POLL B XES -PROVIDED'' BY CITY.)
0
2a �o 0 20
:. , . 5. DEVELOPER PROVIDES DIGITAL AUT CA N' F PLAT
T'
D GI AUTOCAD 2000 VERSION 0 LA
SCALE I N FEET E AND OR SITE :PLAN.
,,----_ 1
S. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. '
ORNAME ;
\ G
::
, - .. .. , , .: 7. DEVELOPER PROVIDES TEMPORARY_BLANKET EASEMENT FOR
.• :. ,♦: � ,.. ,. ; . : , f , , , r , , J , , .. 12 � CONCRETE FOOTING
,-
FENCE , . � , f, � -
_ : s/. _
- \ CONSTRUCTION PURPOSES.
s - ,
6 HIGH BLACK , . _ , . , - ..: , . , .. _ : -FINISH RA
( - r .,, .. .. J _,.:., .. .. GRADE
. �""'----_. _ E . ' . DEVELOPER RO ES EASEMENTS FOR ELECTRIC INFRASTRUCTURE
POWDER COATED { r , .
. ,...
_ : , AS INSTAL D -.:FRE CTRIC LINES 1 U INC STREET H N
/ . .: , :.._ . , .. , .. . , ..LE 0 LE LIE NCL D LIG 71 G . :
ALUMINUM : , , . .. -
/ J !r
f /
r . f : RRIGA?LON
CASTLE ROCK `
SUBDIVISION N
f ,
1. IRRIGATIONS TEM MU PR Y.: EITHER A
r _. YS ST BE PROTECTED B EI ER
Y
, .. r..._ PRESSURE AREDUCED. :
ESSU E V CUUM :BREAKER ;OR PRESSURE �
. UTUR V P T
E DEVELOPMENT MEN
/ 1 f
F
r r
: t^ BACK FLOW° DEVICE AND INSTALLED . ..PER
j✓
5' BUILD
.,s,...f r f f f
: / CITY ORDINANCE 2394. 1 cl
:. E�.f� OMS. ./:.. �: �:: r.rr/, ,,. -
cF1'RA(`IC I IAI� � � � ,.�-. A.. _ . , , : , :. . •- ; : , . , _ r , : E2ELLA _
VICINITY MAP ��s� Ar --•
of�Sc ............
..••
......................•..*
GINGERL. URSO
•......... 0 ............. ...
89503 �.
_6
ti
09 .
THE S P f
SEAL EAR G THE
s `.
DOCUMENT WAS:A ZED BY
GINGER L. URSO, P.E.
189503 ON JUNE 8, 2009.
z z
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U x w J
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V/
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w (n
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: DEVELOPMENT
CL
5 _ w
_-- CAS ,iE'ROCK U
PHASE 4 cn
..:.. ..:. ((yyam� ... ,..... . ....... . r.....: ...._. �.,:. -'� �-
51
,-LINE TABLE._ ...
LINE RFARINQ
A_ .�
. , _... 88508 sN 2'08
V
.... .. _ i
_.:_ " .
CD
_. ..... _ 36.65 ....._ . N44- 0.08'W _.._.._ _.... ._ ..,.._ .
AS LE ROC UBDIVI ION
S
, .
W U
r J
LEGEND
�l � : .,. , -- :, � : BLOCK 2 \ E- HA
JUN 16 .2
00 L
__=--
N
NE RIG DEVELOPMENT, SE VIC S , ..
Z
O
H
IL
z
Z.
0IZi1
o
00
f
cr_
w
w.
H
(>
24"
(n
Inn
W
m
m
z
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0
w5000O�
(n
wwO
dw
24"
Li
oww
ww
Iy
w
to
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(n
W \
w
NOT TO
: DEVELOPMENT
CL
5 _ w
_-- CAS ,iE'ROCK U
PHASE 4 cn
..:.. ..:. ((yyam� ... ,..... . ....... . r.....: ...._. �.,:. -'� �-
51
,-LINE TABLE._ ...
LINE RFARINQ
A_ .�
. , _... 88508 sN 2'08
V
.... .. _ i
_.:_ " .
CD
_. ..... _ 36.65 ....._ . N44- 0.08'W _.._.._ _.... ._ ..,.._ .
AS LE ROC UBDIVI ION
S
, .
W U
r J
LEGEND
�l � : .,. , -- :, � : BLOCK 2 \ E- HA
JUN 16 .2
00 L
__=--
N
NE RIG DEVELOPMENT, SE VIC S , ..
• '�. / SITE sP1:anC NOTES
j \ 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS GREENS PRAIRIE 2"
INVESTORS, LLC., 4490 CASTLEGATE DRIVE. COLLEGE STATION, TX 77845.
\ GF. CASTILE ROCK SUBDIVISION. PHASE 2B. THE PROPERTY IS ZONED PDD.
BUILDING \ RESIDENTIAL 11 1,2„
BACK LINE \ if 2. THE PROPOSED BUILDINGS ARE PAVILIONS. NOTE:.
RESERVED
20' BUILDING f•
ORNA NAL'. GF 3. THE DETENTION POND FOR THIS PROJECT IS ON THE aROwLEY TRACT PARKING
\ SETBACK LINE ---- ADJACEiIT TO SH 6. ALL SiGN HARDWARE TO BE GALVANIZED
FENCE F. :�
6FT H H,' BLACK \ - 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WALL BE 1
CASTLE ROCK PARK cPow COATED
PROVIDED E GRADING AGE E PLANS. 6
PR DED ON 1N ADING AND DRAIN DESIGN LANS SQUARECOLORS:
'ALUMINUM) G 5. THE DEVELOPED AREA FOR THIS PROJECT IS 0.816
. ACRES
SIGN. NO
6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
R7-8 PER MUT.0D
/ -
C.O.
P.U.E. / PAVILION n,
1/411 LEGEND &BORDER - GREEN
\ , `� 7. THE WATER AND SEWER LINES FOR THIS PROJECT ARE PRIVATE. BACKGROUND - WHITE
821.4 265 SF \ G VAN
VOL. WHITE SYMBOL ON BLUE BACKGROUND
FF = 283.00 \ F ACCESSIBLE
' - - • _.. .
P G. 234 ° �coFiiNsrALLs CONDUITS As PER CITY SPECS AND DESIGN. »
- GALVANIZED P
.... � USE WHERE
2 3 8 GALVAN ED PIPE OST
l ' 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. 2 LBS./FT.
8 WOODEN INDICATED
! FENCE DEVELOPER INSTALLS FIRST 10' CITY INSTALLS .REMAINDER.
\ G^ 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND
DESIGN.
POOL' 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN.
(PULL BOXES PROVIDED BY CITY.)
0 Q 10 0 20
5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT
SCALE IN FEET AND/OR SITE PLAN.
IS
".' 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 6O
ORNAME ` \ 7.' DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR 1Z_e2"0 CONCRETE FOOTING
FENCE \`` /` \ CONSTRUCTION PURPOSES
--
6FT HIGH. BLACK _
FINISH GRADE
8DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE
POWDER COATED - - - AS INSTALLED FOR ELECTRIC LINES INCLUDING STREET LIGHTING).
_
ALUMINUM) - N NOTES
./ CASTLE ROCK SUBDIVISION
IgRIGATIo f •., _ ..:,•, �' .. • ��.
1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A Y •;' f
f �
PRINCIPLE PLE BACK FLOW DEVICE AND INSTALLED AS PERFUTURE DEVELOPMENT PRESSURE VACUUM BREAKER OR REDUCED PRESSURE
r\ f �\ \ I :1 ° ; \,• �,
r .
fCITY ORDINANCE 2394.`Y f���"tiJ .r . ' • ... e: �
\ F . )(1 TESTED UPON INSTALLATION AS PER CITY ORDINANCESETBACK LINE ELECTRICAL
BUILDING 768 SF
2. ALL.BACKFLOW DEVICES MUST BE INSTALLED AND
394. r\}�`Cf'f\\J• :, �J �\.>y •.. t a • '. /-
.ff/
f.FF _283.00PAVILION A
RESTROOM PAVILION B TRANSFORMER . ... .:. . .,> _..i. , .., _,.: -. .,-. ...�r. � . •4.., ,...u�-. ._.,:�a' i.-.,: a� .F r kd.v_•.1 � ,•„,..,t_.._...�._... , _>�•. y. r'
., ,...A.f. . r,.. - -�,... � ri._,l �!'FLK .l._..Z,. _. _. .. -rK.i....4 �.w ,_,. .-�c..._, «u�.v.� _. a_.•t?s.. ..u.�.: `��._i ,��, �. w e. .
,
...,..>..„.._-,
:
-
F 768 SHAND 1 CONTRACTOR IS TO VERIFY THE EXAar .00AnoN TIN vER
FF 283PROJECTAREA WHETHER SHOWN ON PLANS OR NOT AT LEAST 48PARKLAND DEDICATION -PARKING, .00 POSITIONING F EXISTING UTILITIESS AND SERVICE LINES WITHIN THE
..t.a.
>•
,SIGN
HRS PRIOR TO ANY CONSTRUCTION. CONTRACTOR RESPONSIBLE ACRES
,
--. ORNAMENTAL FEN
FOR ANYDAMAGE DONE TO EXISTING FACILITIES. TIES. CACAST E ROCK SUBDIVISION- 1 Boo D G-TEss. rJ ' s�'` J\ : ♦ j r f\
. "•X'.... '..,._..
POWDER COATED � . ,.. ..... ,_ r , :. ,. _.x ..,. , ._... �. �. �. -. _ _. �•r 1 ., .
6FT HIGH BLACK PO �.. x .
( ' % •..;_... .\ � .�,_ "f.., .. ,a u,t, a, is .r_ ., r, c .. .. 'S r.... .. .,{
-
I
t
/ ,.,..2 S. ,T
r
j , , _
ASE 2B I,
PHASE 2. ALL, RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB - . • . r � s , _. . . ,. . , r .. .� . ,.
r Y
I U \. .� \ .\; `i lJ ,. `?.. :. / ,... ... .t. 'ir.(' a t. ...f n_ r. h _. ..�' .•k _ ..°:. . .,,., .:
V s
x
J » ..,. .._.� _... _. < ter• :.7 :.. "- »
_.. , .r. ., ,.
_,-- .> ..., . \ UNLESS :OTHERWISE NOTED. / : ;, . •�
.._� f MIN ,.. ..,s.� �._.�,.__,. 55 1
to . , .> _ ..----•-_" , .
�'- .�. ORNAMENTAL .� � � 24
M 72 I � .5 _ X
<:<
i UE UE .. E : UE \ � ~n
- .... _.. ,... _.. CONFORMANCE.K°�"z._ ,- a^..:yn. +.;,e t mac.. ti' E• -r +, .,e f , '
WI THE BRYAN
� 3. ALL 511E WORK IS 7O BE DONE IN WITH
..: •,�� � FENCE
COLLEGE STATION 2008 STANDARD SPECIFICATIONS FOR WATER d
105 LF OF 6FT HIGH, BLACK
-ta
SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS
:., .' POWDER COATED \ UNDERGROUND
ND FOR STfiE-ETS &DRAINA
GE..
v
F ,.
PROPOSED 6» ALUMINUM) TYPICAL HANDICAP PARKING NG S N .O , �� -s ELECTRICAL 4. ALL UTILITY LINES(WATER, GAS. SANITARY SEWER, G.T.E.. STORMSEWER SERVICE ,
i.
- x :- _'. jt- >' v ':; , :-:-,' ,,.: . �.��� � n. .,..>-. �-tr*.'-. 7 s.: •- lL -. rs 3 -.i4 ���:
\ SEWER ETC. SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD N.T.S.
�• , )
1% MIN. SLOPE CONSTRUCTION UTILITY MAP DOCUMENTS
u7 » INFORMATION BASED ON CON TR TI
BIC LE
Y.x
H.C. H.C. 6 IDEWALK \ OBTAINED BY FROM CITY ee INDEPENDENT AGENCIES AND OR ABOVE
19 /
PAR TNG GROUND- FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT
D: \
BUILDINGtel, r {
5 _ � 'R e' 15 _ .,,.. '�'�rr •'fs� - rJ ^. x :.: �Jr f� rn:.._�r � r �.:-� } rr� y -. `` a fir-.
y
� AS BUILT CONDITIONS.
\ SETBACK LINE
\ 5. PAVEMENT DEPTHS: 6' CONCRETE PAVEMENT IN FIRE LANES AND 3. �. NOTE
140 LF OF 9, TYP \ 5' IN AllI OTHER LOCATIONS.
1/4"R 5' TYPE 'C' EMAN9MM J MTS M CURB GU71ET2 » » ,r
,r sNAu. BE SPACED AT A MAxa�u►I DISTANCE of 15 30 MIN 30 MIN 15
3' 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND » » »
PROPOSED 1 I \ 6. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE } B
p�• , y PLC.'S. TYPE 'e' CON1RACi10N JOINTS M CURB &
WATER SERVICE S » \' 7 1 O PUE PROVIDED ON THE LANDSCAPE ae IRRIGATION PLANS: r 3• 3 .2 SHALLDISTANCE O� SART AT A YAxRiuM i
----� -
5 PAVEMENT \
i 23' TYP VOL. 7. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS NOTED a -� BwRs
��/4 x Ts' DOWELS
I.�' 3 PLAN VIEW
2 `� BUILDING \ PG. �__
OTHERWISE - MANSION Dov,ELs
s at SETBACK LINE (PH2B PLAT) 8, THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA ON THIS
PROPERTY.
��C••�-_ TYPICAL COMBINED CURB 8c "
\ 9. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE
_ GUTTER SECTION
NAD 83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT
PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND: N.T.S. - »
lyp 9 TYP : PROPOSED 5 _`�. _.-1 �` 35
tv
RECESSED CURB '�-•-�„`.^ 10. SUBJECT PROPERTY IS CURRENTLY ZONED "PDD'.
- -- ~ - STEEL REINFORCING BARS + #34 BARS 18" O.C.
" (NLEi \ 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY
O 29 LF OF , OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE CONCRETE PAVEMENT` -
Y » \ 7 5 PUE 12. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD SECTION A A
I _ _ PROPOSED 18 , ...- .. • . _..
ACCORDING THE FLOOD INSURANCE RATE MAP F.LR.M.
HDPE VOL. ----, AREA XxORDIN TO i. ). .,y -, ,..: •..<' •. • :. .,_• . /�
rIDPE STORM _ _ ,_.� _. _-- ..
_ ; COMMUNITY PANEL NO. 480410205 D EFFECTIVE DATE 2 9 X000 ... a . .. -.
PROPOSED 3/410 �' \ -_
- ---- E
L cr
WATER METER - - - ✓ - 18 STORM PIPE\ PH 28 PLAT 13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN
_ _ -- \ 6"
• -�•- -... � ` '� ( ) ACCORDANCE WITH LIDO. • Xm6' IN FIRE LANE. 5' IN ALL OTHER AREAS -
+ 5' PAVEMENT - USE #3 REBAR O 15. O.C.
- (COfV' CTED W LIME STABILIZED SUBGRADE 6" PAVEMENT - USE #3 REBAR o 12' o.C.
\ \ 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL ISOMETRIC
WQ- W-� _�- WITH PH 2B) 7 BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE VIEW
-- W-
: __ , w - :, YY "'� a; 4 cro r� _li,CSwK .a t- u f - i :'.�4. ---"• � �. ,•` - .. FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENnAC DISTRICT Wni1N BICYCLE
p
I CYC LE RACK D ETAI LASURED ROM A POINT 5' ABOVE oF.THE SUBJECT LOT. METYPICAL CONCRETE PAVING SECTIONGRADE. SUCH SCREENING SHACOORDINATEDLL BE WTH THE BUILDING
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE N.T.S.
N.T.S.
_ =r \
-- - 6" SEWER
' TO FIRE HYDRANT 'n,SERVICE
270��-
CONSTRUCTED Castle Rock� -�� y � �r, , .� ti✓ w \ \ \ � // \ \ \
WITH PHASE 26 70 R(3W.� 38, Bpat'kWa3r
AVEMENT WIDTH.
y5�i rr
f v'
-� / W 49
f N CASTLE ROCK PARS / /
4.190 AC.
. r : : ., `
(INCLUDED WITH `•
O�'
50
PHASE 1A)r_
\
s,
FUTUR
; I 13fE
.:::.... _ :.... NOT To s DEVELOP' ENT �
s-6--- \ CASE ROCK
z- -----------------.-_\
S o r PHASE 4 \
-• ._..tom `_ •�. f `� �. i r t rn .s t.,%:. �tiv't:
LINE.. TABLE
J Ll V ` '"• \,'. '�"W s y' f F, 1i. i, r �" kt rs ': ti Y •�' y
L75 68.08' N5ZO8'48'W
L76 36.65' N44 20'08'W
CR.\ `F,- P..r + ?3 yid r ' .,c
STLE ROCK DIVISION \ ``. 3
A \ g
\
PHASE 2B
_---
W
}
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Yr T. r
'Cf`
rM
rf
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3 �, � A
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-'.'r^ 1Y :_. ,s 4'i�'�.,,ru;y[,d•'.,6:.... �wtkr.^+
s
C-
�14
6
DILATION -
DE
Lfi�f . ,.
-01
r ix3 r o; c r r :: r \
:� .� 53
1k: 1.. $1 2r 1 if ^r4.. � �
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NE SLS; -.4...r r,i:.,�a}f l_.,. t
-
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- _ .. : - _ :. - � �. .U1 rtr�,-_.�,+: kF'{,a,. -{.1t ',3t .'•c. r" er4,j�.r ''€``l<"�'.. �k r -4 �;? RT ��(T //�
_ : - `..a.(uy: 'Srr ,�r€,z"r 'e ht -r i''.>r ''r F,3''.„r �S'. �.,.a ,�.:�:� ta'�Yi. :L.LOCK 2
LEGEND rEr,=_-�tEl1..><_:,=a3� ��t'r. s.5��.5<,?:xv���t:,.;.,;. ��x.,:.5.t�_�.: �...: � _><,;��..
' :
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CURVE TABLE
- � VJ
CURVE
LENGTH
RADIUS
I DELTA
TANGENT
CHORD
CHORD BEARING
C2
45.76'
25.00'
'5 '
04 211
32.50'
39.63'
N31'34'35E
C38'
3b.7T
25.OD'
70'31'44"
17.6 ..
28.87'
N5WO7'23"W
C4187.45'
W ~ 400.43
50.00'
14'48'26
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