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`- _ - - -'_ _ - VARYING WIDTH = _STATE HII MAY 40 - WILLIAM �D RMH PKWY � - �-=-Pusile wAY
327 PRDPEi2TY -BTU EASEMENT � `322- ROW YAF�S -/
. = � � '- - - - •- �3 °� _ . _ 5148/289- _0- -
r9, "�$OUNDARY - _ _ ._ _ - = _ _ _ . _ _ _ _ _ _
_ ��_ _---------- _ -� ` » -. �- 70' PUBLIC ACCESS,
-- -.'--� �- �-" --- -- ^ -�__ -� 1 f _ - I'�'�-�� END GDNTROLI £D \ � PRIVATE DRAINAGE,
CEI
` _ - & LANDSCAPE EASEMENT*
... 1 ! c - '_------•-------------r - ---_ - - ! !! 1 i, .l IV PUE \ � � \
T-qiur - #- 'It 1 ` - ` ✓ ACCESS
LIALW (WED \ \ 84 BOJ1 11003/35
} I ,.-316-, ` / / 315" --- i !I ` BY i SS A
hvi-1611migi
I (BEGIN CONTROLLED 1' II ACCESS LINE (NO} 30' ELECTRICAL/r L 1l 1 I ACCESS ALLOWED _...• 1 12�8 '� 1 I ! R ! ` \ \ GROG AC
BRAZOS TEXAS LAND i BY TXDOT) ; L 31�' # p i ` ` \ L0T 3R ` EASEMEN
DEVELOPMENT, LLC. 1 \ 10 PRIVATE DRAINAGE \ # ! 1 I ` BLOC.'K3 11003A
{ LOT 13R. BLOCK 5 1 \ \ EasEMt T p ! -� 102 ACCES
GREENS PRAIRIE } \ \ 110D3/35 i 31�' ! i \
/ } CENTER PHASE 2A
ME 1.62 ACRES ` '
ZONED C-1 I i 1 '01� EASEENT ELECTRICAL
9 I \ 60' PUBLIC ACCESS, J 1 $
PRIVATE DRAINAGE & J # tf I 519/345 & 537/792
# f r~ LANDSCAPING EASEMENT ( J J I p
._ ._ - _.
LA # i ` r- - 11OD3J35 /' �,. - --t I rg �_10` PRIVATE DRAINAGE
1 �.r ""„_�� .. Lam•• ++ •:..;; , ►f
# } % � } -..1•-"'.- .'i- . '.�rr� '1 ( � •.`sL.-...`."' .-,�»-„ _-�..11003/35 �, ,,,,,�/, "'.� X, r..�1.•:5,-- ,•.• 3it�'a�"?'• z'.':.�
BRAZOS TEXAS LAND l # e l G+-''' -''� :e ' •/ :,,:,::. I ""' • • r„'` - TT -�`�o- ,.: • -'"'
T I J ♦31 , ✓ --"' >•- �/ .. .."i=ti=r %t;?�'.-': • • �(�S�%'A:�..j7R; ""`•• .. ""e:r•n." •�.-• r•. �
DEVELOPMENT, LLC I W/ -® { I �:.:� :i: r}. �r `-----ems s :: f•_x ti<�cx= e; .
LOT 14R. BLOCK 5 , 1 y� i''' "I`ti t' t'x ._j ' � GAE S PRASE ROAD WF.S'i " 3--- z�
GREENS PRAIRIE L �, �- .-.•� '' -• �i-l+:.:. ��=-.,.;:� \ u E}DS11NIRRIGATION
G -
CENTER PHASE 2A # t �'.'•'� •""�'� ^ r s t. r7s tt "�.-•.+... =., ..: ,.'•.►:%\.METER `\ i
1.47 ACRES i ail 1' ' fill f --�..., °�• __ _ --_ --'�,� ' \ �, •�
\ ZONED C-1 ' • I 1 ��'37?-. i A T. '' + •. ` EASEMENT ELECTRICAL / \ \ 1845 !1
' 1 - l 4 ( 1 rW1A-n f 7W PUBLIC /378.
331611, i /
1
' /
FUTURE 125'
CONVEYED
17UREVVDTM�
`NOT
THIS
NOT CONVEYED-
WITH THIS PLAT -
�5;: -' ,
jai:•'
I
_I1
. 1 7.5' PUI
FUTURE 3V PRIVATE
CROSS ACCESS
EASEMENT
NOT I 147�t THIS CONVEYED WITH --- ` -
��i/ /LAT
/ EASEM NTHDNE
\ 681/144 1
/_V
LOT 3A -
BLOCK 1
t
IM ACRES46
�e 20' PUE
ny 11003/35
% I 1 # •�''''- ' 3 / l r �3f " !I I - UTILITY \ ♦ \ L! , - %/ .` �• `.� 54,�`4: � • !�� ~ - `' -.� _
1 #� , �� , ,� • • ) / I BLOCK 3 , EASEMENT
-- . .- �^, ...� � ( � - t/ . 19:088 ACRE8 �. 11003 35
' y ••.'� .�.t�'" ::�. i / / T � / 50' PUBLIC ♦i � \ /i / ' - �•
% / , J 510�- 1 ` iloosJ3s - ..,� ACCESS W PROPERTY
.� ..r. 4'':-;' TRANSFORMER. J / \ / EASEMENT ' \ BOUNDARY , r�rPUE--
EASEMENT
V � � � \ \ / /J ,♦ 2a' � ;... •+.:. ,-.+. ^ •-...,.-„ `'' -�
f , I J 11003/35 \ ♦ \ �/ c'. / 11003 35
519/345 do 557/792 2t! ELECTRICAL
\ ♦�! 1 t• -3i4---
F";•I;c;.:.s.1,,,;,:�� '' \I \ � / / f #� • �� { � EASEMENT 1231/378 � ` ♦ ,�. , / , .,, 1� --' ;,,� ._.
\ 20 WATERLINE / ! / \ � ���;�• •,:•. : s*r•
EASEMENT ! \
/ ♦ \ ,, VARIABLE - \ 6W PUBLIC ACCESS;
# # \ 1k / / °j # �� " -- 20' PRIVATE \ `- ,♦ WIDTH PRIVATE DRAINAGE
�'� / 50' PUBLIC # 1 t I DRAINAGE \ ! /i % ! /11 \ P.U.E. 86 \ ., & LANDSCAPE EASEMENT • '- r` s# ;,A;:w "'
ACCESS �a # jI� EASEMENT \ 4' !/ ! - 11003/35
EASEMENT / \ /r / , - _ r
11003/m / . c� # # ! 11003/35 \ �. 2W PUE
\ 1 1 i / O • rR # �f(I ( j PRIVATE '\ UM17S OF n- ♦ �. 8� ,//� : / r 848a/1 \ ` '`�\
DRAINAGE \ DISTURBANCE ic, PROPERTY �i/` e
EASEMENT i , B!, OUNDARY , ! ♦ ! \ \ ! I Y
\ (# I \ / / / '/ # # �{� 1 \ / , ♦ ,!/v // �/ PUBLIC WAY
lo
'ram} # i\2a' PUE, \ ®' ! ,! 'Gti` , ,LSD' PUBLIC \ \ `JtI�
\ rl I # 10EliSEANT CAI./ / 6D ELEEASEMCTRICAL # t E �� \ 8460/1 '-, ; ;' SENT \ \-'Ittlj
•� \ / i I T 773/522 / 213/499 � % � �� � \ '� ` ; I� / � 11003/35 LAT1A-Ri \ \ _ � �t 1 ! � 1 u
# j 6 �) /' R� BLOCK 2
\ # # .LOT 2 / / • i . �o # { I , , PUBLIC ACCESS 7A ACMS
100 50 0 100
SCALE IN FEET
METAL T POST OR -
WOODEN STAKE AS
REQUIRED TO MAINTAIN.
$PACED 6' APART
4"X4" MIN.
I
2"X4" WIRE MESH
(OPTIONAL)
FASTENED TO T-POST
OR WOODEN STAKE
4"
GE,NERA, NOTES•
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
CONSTRUCTION IS REQUIRED.DIG TEM. _
ATMDS ENERGY: (979) 77 24- 506
SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VtERIZON: (979) 821--4770
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE
EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE
INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
3. 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. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSmm ON THE
ADJACENT STREErS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
4. THE CONTRACTOR IS REQUIRED TO MAJNiAIN THE 7PDES GENERAL. PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS
COMPLETE 13Y HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
6. ALL CONSTRUCTION SHALL 13E IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION
STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE
COORDWA7ED WITH THE CITY ENGINEER'S OFFICE.
7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR
TRENCH SAFETY REQUIREMENTS.
8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLET'S ADJACENT TO THE
PROJECT SITE.
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T-POST OR WOODEN STAKE
WITH OPTIONAL WIRE MESH
8" OF FILTER FABRIC TO
EXTEND INTO A TRENCH
AND BE ANCHORED WITH
COMPACTED BACKFILL
IREncoOF'F'.DW
20" `--ALLOW 2.5' TO 5' AT TOE OF
RENC SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE CONTOURS.
SILT FENCE ASSEMBLY
NTs.
BLOCK 3 / / % i ' t , t' , J EASEMENT
Q14i AG'i%$ / /t r~ F �� / ! / 11743/101 309- ��
OL147 A5 �. / � / � tl � i s / _ �' �� / � L3 t - __ \ 20 PUE � /// � /� `� 6" MIN. DEPTH STONE "VARIES
PUBLIC 1, 11898/30 -., '� / // r j S�r \ (ASTM D448, 3" TO �
\ # #- (I _ 8'- ✓ •- '' ' / / ; i / A # I i -t -ACCESS _ `'` . / 5" DIAMETER) OVER 50, TO 100I
_ - \ r'# { # 30 % / I j! ,♦ _ ty / \ \ , WENTEXTILE FABRIC
`'- "- "- -- 2aDRA1 AGE /' PRIVATE-/ WITH SAME SQUARE
., / I ► . �f /I r % •�Cr o \ \ \ 110D3/35 EASEMENT /7t t `\ FOOTAGE. U
BRAIDS TEXAS LAND f T # JL�GAUT • / t %� i /' a / % \ \ ti IV PUE � 11003/35 / I - A
1 i # / 0.147 ACRES / i . 4� / / __11743/10, / \ ` „-' / /
DEVELOPMENT, LLC. , OQO�- ` \ \ _�
LOT #R. _ BLOCK 5 CELL. I # r - ---,�
GREENS PRAIRIE 1 # - -- ! / TOWER j / /� , # ! _„s \M - -�. _ - - _ ` = - _ �/ 3°6 �.�' EXISTING STREET
4tvl NIMUM 12' SHALL BE FULL
A
I
1 )'
r i t ,._� ; .
- .-CENTER---CENTER-PHASE-2A-,�L 1.. ,- -___� �_ _ /__� _ /---------_ -__ I , / _ _ _:._ _ _..� - .� � __ \ WIDTH -0F SITE ENTRANCE
15.39 ACRES 1 1 I % / / PRIVATE \
ZONED C-1 1 DRAINAGE,1 , COMMON AMA i 1 -
! 306-- 'i �' , EASEME/N1 I �` 3US M
/. / ♦ / / '� s" MIN. NOTE:
_ . _,,.. ,,,.,, . _ . _,.,, . - . 1 # i i , _ � \ N� 132 ACID �; ; . \ � PRESS WITH ADDITtONAL STONE
- T •0 • • "-"*'''fit: / J r 1100aJ35 = -=- �o `� AS NEEDED. STONE IS TO BE
--- -- --- -- •-- � 1 1 L 1 1 `"".., SILT FENCE t� / � � 1 BOYD TRUCKS & = �----- A� \. i
._. --f 1 .i l� �.y /� / ti / EQUIPMENT' LTD _ ______ \ �\ � GEOTEX71LE FROM MAINTAINED
TRACKING MUD ONTO
/ SILT FENCE \ , yc Z.445 ACRE TRACT ' FABRIC
SILT FENCE l 3718/219, SUBGRADE ADJACENT PUBLIC STREETS.
ZONED CI \ - sECT"toNA�3
., "•. r \ �,. - -'t I ; 50' PUBLIC • �� `� -. J/cl�,/' .` t '` -\ .�30' NOT PLATTED r \ ` \ •
#\ ACCESS �\ • l/ , j l \ ` 3°2 20 PUE \ \ CONSTRUMON EXIT SILT CONTROL
1 EASEMENT ,�/ � mm m � •� ® a � aau 1= s 110a3/35 \. \ \1
a �► me ®� is mm ii0a3/35 '_Lj!. Z\ `� j 1 � ,� .- _'_1 /k. ` 2a' PUE \
.. `^ \ ` 3011r X j� i- °j \ 1189" •
APPROXIMATE LOCATION /f3� ` / d \ \\\ \ \ �/y� r 3 '� �.M
PUE & ACCESS ESMT. / / - / 1 ~ \ \ \ Y"
` ♦ICE ( 2511/25 & 2555/54
100' ELECTRICAL / % ,i/ ♦ \ \ / \ '' -" \?`99� , n' " M/ .. 1 .. ./
'EASEMENT 1231/378 / ! r \ j 2,q i , T
PROPERTY i # , �` \ \ 8 \ •
` BOUNDARY i
1` 2a' PUE / ; i ,i ti / , \3OOy\ \ \ { ~ �a \ \ 1 -�
/ \ \ 9 p,
h``.,, - ! 8460/1 / ,'G- -- / % / 5a' PUBLIC
'" / `, j t •I -sal / r; ' ACCESS
EASEMENT CITY OF COLLEGE STATION \.�
1 3
10
�, r'.-•"fir~\/•\\ � i' �'' t
r '
.0 " -1 '..,11003/35 3.79 ACRE TRACT _
CONSTRUCTION EXIT 1217/585 \\ \ 1 / '"' l i / ( CITY OF COLLEGE
�300,♦� �, �'1 L� J t ZONED GC \�\ \ -. .� 1 J �. / / / 1 STATION \
PROPERTY i \ \ I NOT PLATTED \ \\\` \ // / r 6.788 ACRE TRACT
j BOUNDARY / / // ` ^ i \ \ \\\ \ �J / 1216/440
/' ��anr / / \ / // / I ' ZONED GC
ol
CITY OF BRYAN
/ r / 6.60 ACRE TRACT GREENS PRAIRIE
1940/152 OVERLAY DISTRICT i _ /� ,i / ✓
r ZONED GC 1 BOUNDARY
i �`\ NOT PLATTED
5n• PUBLIC
ACCESS
EASEMENT
11003J35 CDusrGE STTA71ON
J crrY LIMITS LINE
_291-
THE SEAT.. APPEARING ON THIS
�o j"� i , DOCUMENT WAS AUTHORIZED BY
c 1 f LA tz Engineering, LLC LICENSE
E DOYEN, P.E..
ucENSE Na. 109835
2730 Lon mire Suite A AUGUST 1, 2014
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO.12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 14-336 AUGUST 2014
FIRM # 12327
SCHULTZ ENGINEERING, LLC
CAPROCK CROSSING
LOT IA-R., LOT 3R, & COMMON AREA
2, BLOCK. 3 DETENTION POND
COLLEGE STATION, TEXAS
VICINITY MAP
OVERALL SITE
EROSION &SEDIMENT
CONTROL PLAN
GRAVEL BA
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
NT.S.
Rf I E W E' D-) Ff 7"! - ; -A-F -
01.
REVIEW Y FZ
AUO 07 2-64 CO LTA =SCE
UULLE E _ 410N I AUG 0 6 2014
DEVELOPNICES COLLEGE STATION
ENGINEERING
= SPECIFIC NOTES,
1. T14E OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, I.I.C. THE SUBJECT PROPERTY
IS LOT to--R, LOT 3% & COMMON AREA 2. BLOCK 3 CAPROCK CROSSING. PROPERTY IS ZONED GC.
2 THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 1.33 ACRES (58,059 SF).
3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPWN ACCORDING TO FM FLOOD
INSURANCE RATE MAPS FOR BRAIDS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY N0.
480083. PANEL NOS. 032SE, MAP NO. 48041CO32SE, EFFECTIVE DATE: MAY 16. 2012.
4. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
5. ALL U71UTYI LINES (WATER. GAS. SANITARY SEWER. VERIZON. STORM SEWER. ETC.) SHOWN ARE
TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP
DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD
EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS.
6. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL
NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS.
GRAVEL
• M
f..
rr �
CAPROCK CROSSING
2809 EARL RUDDER FREEWAY
CAPROCK CROSSING
PART OF LOT ", LOT 3R, AND
COMMON AREA 2, BLOCK 3
DETENTION POND
VOL.11003, PG. 35
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
AUGUST 2014
SCALE: 1 "=100' SURVEYOR:
OWNER/DEVELOPER: BRADKERR, LNGN0. 4502
KERR SURVEYING,, LLC
BRAZOS TEXAS LAND DEVELOPMENT, LLC 409 N. TEXAS AVENUE
CIO CAPROCK TEXAS BRYAN, TX 77803
2809 EARL RUDDER FREEWAY S. (979) 268-3195
COLLEGE STATION TX.77845
(979)307.0321 ENGINEER:
SCHULTZ ENGINEERING, LLC.
PO Box 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL
PLOTTING SCALE: 1'1
FILE NAME: 14-M6
SHEET
PLANTING LEGEND
00.00
• ,,,,,.. — _ — — . /, _ ,-� !/ f ! � SCALE IN FEET-
//;'000,,
LANDSCAPE POINTS
SYMBOL. SIZE NAME & TYPE
QUANTITY POINT VALUE TOTAL_ POINTS
3.5„ OR
LIVE OAK
LARGER CAL
(Quercus virginiana)
11
300
3300
CANOPY
TOTAL. 3300
STR E
ETSCA P E TREES QUANTITY TOTAL POINTS
1.25" CAL
CREPE MYRTLE
(Lagerstoemia indica)
NON -CANOPY
22
880
TOTAL STREETSCAPE:
i
880
NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE
""7 J POINTS PER PROJECT AREA:
57,823 SQUARE FEET of SITE AREA
• �''' '' _- — � — •— — ! � � _ —• _ -... ..._ �.._•.! !� _ .�� / ! • • ! ! ! / , ! / �7 s2x 30 � i 734 Pot
TS
ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE:
(330/50) x 300 POINTS = 1,980 POINTS
TOTAL POINTS REQUIRED: 1,734 + 1,980 = 3,714 POINTS
TOTAL POINTS PROPOSED: 4,180 POINTS (3,300 POINTS FROM CANOPY TREES = 78.97.)
OLD ARRINGTON ROAD STREETSCAPE:
CANOPY TREES (1 PER 32'): 330 / 32' = 11 CANOPY TREES REQUIRED
! ! ! �� --- •--- ----� �---- �� / ! ! / / ! / ! ` \ ,\ 0 CANOPY TREES PROVIDED
/ i- ,,� / t /` 22 NON CANOPY TREES PROVIDED
1100
2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE
4
_-- \ r GENERAL NOTE:
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS
! / \ \ REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS,
/ \ \ THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT
PROPERTY DISTURBED DURING CONSTRUCTION.
\ j \\ \
'1
IRRIGATION SYSTEM NOTES:
::....•� :... .:...i.:. :�.:.;::::. :._ • ......:. _...:. :.:.. :s :: ::.:.:.::.`'�:': :.:.•.*::: °r: ::`:: \ 1. AN IRRIGATIONSYSTE / / - ...; . -� ..::_ -::... -,,..: .-...... • :: -:: : •. :....:.. : •.:- ... .. ... -.... ; :.: �.. M TO SERVICE ALL NEW PLANTINGS WILL BE
- ::...... �.:..:D INSTALLER BEFORE A CERTIFICATE OF
• .... ... .- ....... ..::.:..:.. �? BY A CERTIFIED
INSTALL
.:------- --- ----_ _ ....� ... _--- \� OCCUPANCY IS ISSUED
_
_
_ \ �. IRRIGATION SYSTEM- UST BEPROTECTED
_L_ _ ITHER A
\ I PRESSURE VACUUM BREAKER. A REDUCED PRESSURE PRINCIPLE
S-8 / S-8 8 S-8 S-8 S-8 -8 S-8 S-8 S-8 S=8 S-8 S-8 S-8 S )3 S-8 BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE,
! \ — — — \ — _ — — _ _ — — _ — � -- -- -- •- — -- -- — -- — — -- ' AND INSTALLED AS PER CITY ORDINANCE 2394.
! — 302 so \ \ \ I - , ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON
s► INSTALLATION AS PER CITY ORDINANCE 2394.
/ c co4. EXISTING IRRIGATION METER AT GREENS PRAIRIE ROAD WEST &
THE SH 40 DRIVEWAY WILL BE USED TO SERVE THE LANDSCAPE
SHOWN.
300
olio
\�
/ --- 302(el n
/ `., a b 3V 3V 3V�
!/ 3V _ _ _ _ /- _______...__00 _�_ AUG 07:2014
CULL
303 tA. _ ` 3 �" / / ' 1_ DEVE 0 pike J�r,,1i10
.303 _ iV1
_ 302 -. _
- - Z L �iC �--�-� Z L-M -M Z L-M Z t-M ZL�M,. ` Z t-M Z L-M Z LAM Z 4-M Z i-�tt/ Z i -M Z t-M Z 4-M-- pp��
�� ���n� ���V/ce'S
^-- Z L-M Z L-M-'�--- Z t-M Z 4-M Z 4-M Z L-M M Z L M r— Abil !�M t�-M �'� Q -M -- ( — ry
\-M b-M 1r-M` ^M --- -- i� -M i�-M f+-M 6 M i�-M
b-M �V t�-M 3b - 3V 3b 3d 3Vf 3b 3V _ 3b'---- „d r. 3 �` . _.. -fib' + `` �4 \
SIDEWALK OR PATH
r. ,..,..,...... ..........rfr-' A ...ww........ .ur.w. ... i.. ....... ... .r.r.....
^. °S•=cM —: - . M � . ' MARK LOCATION WITH
.° M M M M M M M�—� M�M M ' ! — _ _ _ ` GALVANIZEDm 'A WHERE APPLICABLE
` -- _. -- -- - _ _ _ - _ _. _ _ -303-- -- CARRIAGE BOLT " INSTALL
_ _,,,:•-` ._...— — .._. _... — _.._ r-- iM X �, BOLT IN
'A _ _ -- /� _ -�- WALK
Ile 4
co
EXTEND END 18"
q-- - �, / os� \ BEYOND CONCRETE
1 / AND TAPE BOTH ENDS
3 5CH 40 PVC PIPE
,lER VER VER vER vER vER vE1� vER "' .- - ---=-vER" vER VER aiJ~R- ~"- - VER 1 VER VER — — — 12" BELOW TOP OF
m r -"� • =- R �" GRADE TYP.
—Q�R" ` .alEft `` r / _ *NOTE: PVC SLEEVES UNDER
_ — __,. __..• — — — .- — — _% ti f �. •r / I � / / � J � PVC SIEVE PAVEMENT SECTIONS
% / 1 N.T.S. NEED TO BE 1 e BELOW
THE TOP OF PAVEMENT.
to
= ----------------------------
Schdtz-Engineering, LLL---;-
2730 Long mireSuite A
College Station, Texas 77845
979.764.3900 TSPE NO.12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 14-336 AUGUST 2014
CAPITO CL. CROSSING
LOT 1 A-R, LOT 3 R, & COMMON AREA
2, BLOCK. 3 DETENTION POND
COLLEGE STATION, TEXAS
LANDSCAPE PLAN
SCALE
VERTICAL [VIA
HORIZONTAL
PLOTTING SCALE: j • 1
FILE NAME: 14-336
SHEET
— -PUBLIC WAY
J.L GAUT
0.147 ACRES
20'EASEMENTTRCAL a
1231/378
/ ELL, 30 15 0 30
- --/ .—cTOWER "60�ECTTRICAL / / �d / / / / � SCALE IN FEET
�/
-- / , / f 213/499
2a' PRIVATE
DRAINAGE
EASEMENT r
/f / �. / , 11003/35
LOT 2BLOCK 3 "'" ._•,� _ / / r / / / / 1 \
0.147 ACRES �. __ — — _ —
11003/35 .'' ,/" / �• I'C y_ / j f �.
.00001/
_` `- "cos-_ .•�'' / Via, , .°` ; / ' -- -- —' ; � I
LOT 1 A-R /
BLOCK 3
• ''"'' / "' / ' i 19.088 ACRES
• . ' PRIVATE / '>ja / / RAINAGEEXISTING FLUME DRAINAGE SWALE I PRIVATE 11003/35
DRANAGE
EASEMENT / EASEMENT \
— l LIMITS of
\ \
,�a ` _.. " 2a' PUE t DISTURBANCE \
8460/1 ( 1
off
y
A `\ �\ __ _
`St $ S g -S-8 S�� -8 _/ _8 _ S-8 — - -�— 5-8------- ---r- — — -- -- ---- ------
/ .._. S 8 S 8 S-8
• Sig _--- - r
t
_ --- /
_~-pia _ _ — ____--- -- -- ---�`
—7 LIMITS OF
N � DISTURBANCE
3d ` I
'jd 3or
00 I %�
t _3d10
---3db _ DETENTION POND 2
-4v - moo �; COMMON AREA 2
5W OVERFLOW SPILLWAY 1.23 ACRES
CREST ELEV. = 303.45 11003 35 I #3 REBAR O
i
Z L-IAA Z l-M
----__--_.__ _ _-----__- __------._ 7_-
"I certify that the subdivision improvements shown on this sheet were actually built.
and that said improvements are substantially as shown hereon. I further certify, to
the best of my knowledge, that the materials of construction and
sizes of manufactured items, if any, are stated correctly hereon"
"To the City of College Station:
I hereby attest that I am familiar with the approved drainage plan and associated
construction drawings and furthermore, attest that the drainage facilities have
been constructed within dimensional tolerances prescribed by the Bryan &
College Station Unified Stormwater Design Guidelines and in accordance with the
approved construction plans or amendments thereto approved by the City of
College Station:" =� '
Licensed Professional En ineer
Deven L. Doyen, P.E.
State of Texas No. 109835
r
tr
/1
�
S
I
00
N
04
1
1
1
\ \
-�.•: THE SEAL APPEARING ON THIS
. DOCUMENT WAS AUTHORIZED BY
Schultz Engineering, DEVEN L. DOYEN, P.E.,
LICENSE N0. 109835
2730 Longmire, Suite A DECEMBER 8, 2014
College Station, Texas 77845 RECORD DRAWING
979.764.3900 - TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 14-336 DECEMBER 2014
/ OF
/ ...........
'
DEVEN L DOYEN
.. ...................
109835
A,0 4
FIRM # 12327 1
SCHULTZ ENGINEERING, LLC.
CAP ROCK CROSSING
LOT lA-R, LOT 3R5 & COMMON AREA
2, BLOCK 3 DETENTION POND
COLLEGE STATION, TEXAS
CONCRETE
3b
SET
-50 FL '
30' HDPE PIPE
_ ��_,�....-.-• t O O.SO7G SLOPE
■
.-r
DOWN
)ME ENDS)
CONCRETE SET.
4H:1V & CONCRETE
RIPRAP
�_M__----- ZI,
W
INSET A z
FPS:
SHALL MATCH POND
O L EXTEND TO POND
CONCRETE FLUME DETAIL ;-
N.T.S.
CONCRETE
POND
BOTTOM
i
FL = 299.5
50 LF
30" HDPE PIPE
9 0 50% SLOPE
00 YR PLUGGED
50, WS ELEV.�303.90'
4 4 TOP OF POND 304.40'
1
ELEV.e303.45'
POND OVERFLOW SPILLWAY
TOP OF SPILLWAY
ELEV=303.45'
&
10 5 0 10
SCALE IN FEET
rOLD ARRINGTON
ROAD
�STIN OF-\
/
PAVEMENT
EXISTING 12' t 1'
WATER LINE i
ASSUMED 3' COVER _FL 289.25 FL - 299.23
POND CROSS SECTION AT OUTFALL
DETAIL
TOP OF BERM
ELEV=304.40'
POND
BOTTOM
TYPICAL POND
BERM DETAIL
36' CMP
CULVERT PIPES
EXISTING
GROUND
TIE-IN
1MIN. TCH EXISTING 4' THICK
SLOPE OF DITCH CONCRETE
MITER END
OF PIPE TO NON —
MATCH EXISTING STRUCTURAL 1 STRUCTURAL PAVEMENT
SLOPE / BACKFILL SACKFILL STRUCTURE
EDGE OF EXISTING CLEAN, EXCAVATED MATERIAL I PER PAYING
^ i ROADWAY BACKFILLED AND COMPACTED NG TO PLAN
CEO -TECHNICAL CEO-TECHNACCORDIAL REPORT
TYPICAL DRAIN PIPE ' "
END TREATMENT - PROFILE
N.t&
PIPE
CONCRETE O.D. CENTERLINE
OF' DITCH
♦ J
S
f
'
TYPICAL 11RAIN PIPE
END TREATMENT --PLAN
N.T.S.
ING PROJECTING
CULVERT PIPE
COMPACTED CEMENT STABI-
°040°°
LIZED SAND, 1Y2 SACK/CY
oo°o
PUGMILL ONLY. SPADE BY
12" MIN °oo°o °o'o o
LIFTS INTO PLACE. TO FILL
ALL VOIDS AROUND PIPE.
o . o0o
MANUALLY CONSOLIDATE AT
OPTIMUM MOISTURE.
o
PIPE O.D. 0 0° °o
e °o -
COMPACTED CEMENT STABI-
(6' MIN) o 0 o
PIPE
UZED SAND 14 SACK/CY,
PUGMILL ONLY. SPADE Si
LIFTS INTO PLACE, TO FILL
ALL VOIDS AROUND PIPE.
THE TRENCH BOTTOM SHALL BE
MANUALLY CONSOLIDATE AT
GRADED SO AS TO PROVIDE UNIFORM 12'
MIN, OPTIMUM MOISTURE.
AND CONTINUOUS SUPPORT FOR THE
PIPE BARREL BETWEEN BELL HOLES
*ALL HDPE PIPE SHALL BE BACKFILLED WITH STRUCTURAL BACKFILL.
BEDDING ANDAND TRENCH
BACKFILLBACKFILL
DETAIL FOR HDPE & RCP
STORM PIPE
N.T.S.
DETENTION POND
PLAN
SCALE
VERTICAL N/A
HORIZONTAL 1 "=30`
PLOTTING SCALE: 1:1
FILE NAME: 14-336
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