HomeMy WebLinkAboutDrawingsY,uapsl 1
NOTES:
1 ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
2. TOTAL AREA = 0.8771 ACR.
3. BEARING SOURCE IS THE BEARING OF RENEE LANE IN THE EXISTING
PLAT OF NEEDHAM ESTATES RECORDED IN 276/301. ! °�\ PP�� c�'sT
4. BASE LINE IS NOTED WITH CONNECTING THE NORTH CORNER OF
LOT 10, BLOCK 2, AND THE NORTHEA IS7
ERNMOST CORNER OF LOT 8,
BLOCK 2, OF THE EXISTING NEEDHAM ESTATES PLAT s�R
A, 5. BLS SHALL APPLY PER CITY ZONING ORDINANCE.
61z, 6. TITLE REPORT: COMMONWEALTH TITLE INSURANCE CO. GF# 32461.
7. PREIOUSLY RECORDED EASEMENTS AFFECTING THIS PROPERTY:
BLANKET FASMT
TO WELL BORN WATER SUPPLY CORP. N 254/292
x sVAND 10' PUE IN 275/613 AS SHOWN.
8. NO PORTION OF THIS PROPERTY LIES WITHIN A 100 -YR FLOOD PLAIN AS
SHOWN IN FEMA FIRM MAP #48041C0325E DATED MAY 16, 2,012.
/ /;/ � \ SN\ yv A� \ \ 9. 1/2" IRON RODS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. SITF,
10. TOPOGRAPHIC SURVEY AND MAPPING PERFORMED BY THE UNDERSIG-NE-D.
/ f� o / / \ \ \ \ \ s x
1 1. PRIMARY BM IS COLLEGE STATION MON. # 132 COLLEGE STATION
M
X=3,565,354.1730 (NAD -83) HIGH SCHOOL
��/ l \ \ \ \ \ ` THIS CORNER IS LOCATED
�v
Y=10,190,998.2250 (NAD -83)
3,832.33' S
79*45'27" E
(12 R\y ELEV=318.29' (NGVD 1929) FROM CSTA MON 132
�\
\12. SITE BM -1 IS TOP OF FH - ELEV: 330.92'
SITE BM -2 IS MARK ON CONC CURB - ELE`,': 330.27'
13. 18TO ALL OF NEWLY" RCPs SHALL BE INSTALLED AT THE ENTRANCE T
CREATED LOTS TO MAINTAIN THE NATURAL RUNOFF FLOW !N THE EXISTING
DITCH ALONG RENEE LANE AT APPROX. 2.0% GRADF, FL OF 11,11PROVED DITCH
\ \ SHOULD NOT BE LOWER THAN 2.5' FROM TOP OF THE ADJACENT
\X, 0 ROAD
\ 11�, I ASPHALT EDGE. MATCH LOWER END OF IMPROVED DITCH FL TO FL, OF FIRST
ST
EXISTING 18" RCP. `,VICINITY MAP NOT TO SCALE
LE 11
tl F
, 14.EXISTING CURB CUT AND PRIVATE ACCESS APRON WILEBE REMOVED ANC
t�3 /1" �,i 0
TIWTHY MICHELLE
REPLACED WITH STANDARD CURB AND SIDEWALK SECTION TO MATCH N F
KILLONIEN J,
��\\EXISTING STRUCTURE. TIMOTHY & MICHELLE
5505/214
LOT 1 1 R, BLOCK 2 1, cp, KILI ON[7N IRF
`�505/21 4
8422/22r t�b I / I
11 1/ LU 1 1 R, BLOCK 2
8422/225
102053
C)
102053
/T -
Imp
Z
S-,
Qp
FBMI-2
1 �� \ p \ oq �\ 1330.27'
7
is
Q�-
X
THIS CORNER IS LOCATED
` - \`01
/ � .r, � ` � oA �, \ \ 3.747.87' S 77*52'53" E
FROM CSTA MON 132 /X
DJA
7,434 S.F.
ISI
FH
T8 BM -1 \1 / / ` Sp ��`S
0,9
</
4 0
V 5/88"
IRF
x/
7,43 S.F.
CERTIFICATE OF OWNERSHIP IND DEDICATION S 00°27'25" W
�D c=35.55'S N
156 / �� / / \
STATE OF r=25.00' .0
0,
TEXAS
(1=39-55'
COUNTY OF BRAZOS 15,
< d=90'
WE, LINDA STRIBLING AND BRANDON STRIBLING, OWNERS OF THE LAND / /\ /
SHOWN HEREON AS RECORDED IN VOL. 12295, PG. 145, OFFICIAL RECORDS,
9A�
BRAZOS COUNTY, TEXAS, AND WHICH IS DESIGNATED HEREIN AS THE "IFINAL
T _v
PI -AT OF LOTS 10A, 10B, 9A, 9B & 8, BLOCK 2, NEEDHAM ESTATES" IN 0
CITY OF C8
COLLEGE STATION, TX, AND WHOSE NAME ARE SUBSCRIBED HERETO, 7,44
c� S,
HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLPEIS, q,
M' ENT S AND PUBLIC PLACES HEREON SHOWN FOR THE PURPOSE -2
PARKS, EASE S�il
71
AND CONSIDERA� ON HEREIN EXPRESSED. ALL SUCH DEDICA-TIONS SHALL 0
BE :N FEE SIMPLE UNLESS EXPRESSLY PROVIDED OTHERWISE. _ _ i< \ 3G�':�; - - - - - / / o �� \ �,/ �r
C�l
N
B�I�TIE SIMPSON (J S 00'27'25' VV
----------------------- --------------------------
c=35.55'
LINDA STRIBLING 'LOTS 1 -7, BLOCK 2 K) 7,443.
PROBATED WILL r=25,00'
TED 8422/225 C) I `b� / �� �, ` A�
�"D c=39,55'
PLA
BCAD 102053 �D =90'37'58" E
-------------------------------------------------- d
BRANDON STRIBLING
LEGEND
tiF \ / / o� O / IR = IRON ROD
x
!P = IRON PIPE + 5/811
CONCRETE MARKER 2 IRF
AT MCC MARK ON CONCRETE
'r8 R
STATE
E OF TEXAS CAP CAPPED
COUNTY OF BRAZOS S SET
D
M F FOUND N /F
'.A —t I -APSON 8,531 S.F.
-FORE ME, THE FP FENCE POST Bb I 1E S;�
BEFORE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARE FC FENCE CORNER PROBATED 'A'!:-1-.
v
ROW = RIGHT OF WAY LOTS 1 —7,
------------------------------------------------------ BE = BACK TO BACK OF CURB PLATTED) 84.-L--,/225
Bi BUILDING LINE .0
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE REMOVE 200 S.F. OF
FOREGOING iNST�RUM CONCRETE AND INSTAL Q) E T
HE EX-�'CU-FD THE P� = PUBLIC 1jTILriY EASMI. BCAD 10-20-53
ENT, AND ACKNOWLEDGED TO ME TAT WALK NEW 6' -WIDE SIDE - AL EASEMENT
EE = ELECTRIC'
SAME FOR THE PURPOSE AND CONSIDERATION THEREIN STATIED. !AND 24' OF NEW CURB DE = 6PAIN4GE EASEMENT
TB & GUTTER SECTION.
Ac_ = ACCESS E�,SEMENT
DA'Y 0 (3 RAE = PARKING/ACCESS F-ASMT.
GIVEN UNDER `,/IY HAND AND SEAL ON THIS ----------------- ET = ELECTRIC TRANSFORMER q�
X\
E = ELECTRICAL C
------- — ---------------------- 2015. OHE = OVERHEAD ELECTRIC C-1- (-v
rT, 7
T 71, 71 UE = UNDERGROUND 'ELECTRIC
A" pp = 0
Tr- P WER ROLE
L -T LP = LIGHT POLE qp
YH MANHOLE
COUNTY, TEXASvs
N&,��Ry PUEi
CC = CLEAN OUT el
1170L. 276, PG. 301 G = GAS "D
W = WATER y
WV = WATER VA E
LV
STATE OF TEXAS —s— = SANITARY SEWER
FH = FIRE HYDRANT
COUNTY OF BRAZOS
T6 = TELEPHONE PEDESTAL
TV = CABLE TV
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED
M = METER MARKER 77 7 /iYT 77
AC = AIR CONDITIONER
----------------------------------------------------- CER TIFICA TE OF THE COUNTY CLERK OH = OVERHANG v
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE EOP = EDGE OF PAVEMENT 3/8 -
IRF
eoc = BACK OF CURB
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE STATE OF TEXAS RE = PEDESTRIAN ACCESS EASMT.
SAME FOR THE PURPOSE AND CONSIDERATION THEREIN STATED. COUN—' OF BRAZOS IV = IRRIGATION VALVE
PL =PIPE LINE
GIVEN UNDER MY HAND AND SEAL ON THIS ----------------- DAY OF SW = STORM WATER
WL = WATER LINE
--------------------------------------- COUNTY CLERK, IN AND FOR SN = SIGN
-------------------- SAID COUNTY DO HEREBY CERTIFY THAT THIS PLAT TOGETHER WITH ITS CERTIFICATES OF
------- 2015.
AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE THE
----------- DAY OF N
--------- ------------------------ --------------- --------------------- 2013, IN THE OFFICIAL RECORDS OF
NOTARY PUBLIC, BRAZOS COUNTY, TEXAS 0 25
BRAZOS, TEXAS, IN VOLUME ------------------ PAGE -----------
W!!TNESS Vl` HAND AND OFFICIAL SEAL, AT MY OFFICE IN BRYAN, TEXAS. SCALE
CERTIFICATE OF THE PLANNING & ZONING COMMISSION
s
-----------------------------------------
------------------------------II
-
COMMIISSION OF THE CITY OF COLLEGE STATION, HEREBY CERTIFY THAT THIS PLAT WAS
CHAIR OF THE PLANNING AND ZONING COUNTY CLERK., BRAZOS COUNT)', TEXAS 117,
AT,
DULY APPROVED BY THE COMMISSION ON THE E ----- DAY OF -------------- 2. 15. Z///4
CERTIFICATE OF SURVEYOR AND/OR ENGLYEER
----------------------- -------------------
<ko
CHAIR OF THE PLANNING AND ZONING COMMISSION
1, CHRISTIAN A. GALINDO, LICENSED PROFESSIONAL ENGINEER No. 53425 AND
L o /9 C
U 215 R
j/ uV�
'/8\
IRF
0
REGISTERED PROFESSIONAL LAND SURVEYOR No. 4473 IN THE STATE OF TEXAS,
ATTEST :
HEREBY CERTIFY TH.AT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED
T7/77 7,/1 r7,11 --y
,7
F --N1
--------------------------------------- FROM AN ACTUAL SURVEY OF THE PROPERTY, THAT MARKERS AND MONUMENTS
Y //A Tflj) 17iT" /1'
C17 SECRETARY ILI
WERE PLACED ON THE GROUND UNDER MY SUPERVISION, AND THAT PROPER
-Lj -, -IL a
ENGINEERING PRACTICE WAS EXERCISED IN THE PREPARATION OF THIS PLAT.
0.8789 A CRE
CERTIFICATE OF THE CITY EA"GLIVEER
CHRISTIAN A.. GALINDO, P.E:-., R.P.L.S.
CITY ENGINEER OF THE DATE: FEBRUARY 3, 2015
CITY OF COLLEGE STAT1Ot\;, HEREBY CERTIFY THAT THIS SUBDIVISION PLAT "ONFORNIIS
TO THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE
STATION. ALIND 0 ENGINEERS AND PLA AWERS, INC.
3833 SOUTH TEXAS AVE., SUITE 213 BRYAN, TEXAS 77802 979-846-8868
-0' ENGINEER FIRM LICENSES: ENGINEERING F-1799, SURVEYING 100269-00
OWNER/DEVELOPER:
DATE: FEBRUARY 12, 2015
1 PROJECT
LINDA AND BRANDON STRIBLING
STRIBLING GROUP LLC
404-H UNIVERSIT`� DR. EAST
COLLEGE STATION, TX 77840
BEING A BE PLA T OF LOTS 10, 9 AND 8, BLOCK -2
I IYEEDIVAJ11 ESTA TES
VOL. 276, PG. 301, DED RECORDS
I DESIGNED BY: DEG
APPROVED BY: CAG
REVISIONS:
I SHEET
TEL: 979-575-0580
CELL: 979-676-6565
1 COLLEGE STA TIO.Al, BRAZO,�'--)` COUATTY, TEXAS
OF
. - ---------------�----'-----'---------------------------------- -------�----'- - - '-F-�-- - '--------- ------------- - --
'
| ' |
NOTES:
"'��
' �T ` ' 1.ALL LINEAR DIMENSIONS ARE |N FEET UNLESS OTHERWISE NDTED
| ` ��� ^ .
' ` 2 TOTAL AREA = O87�1 4CR
) ` � ' � . . '
' .m �mnwROD 3x oEAx/mG S»unu� BEARING uEXISTING/� /�� u��mu ur �m�� �m� |w |�� ��||m6
�mow�ns ^ PLAT OF NEEDHAW ESTATES RECORDED IN 276/301.
. FT woc � w+n« ON oowcnETcCAP 4�8ASENE IS NOTED WITH * * CONNECTING THE NORTH CORNER OF
. ' SCALE S ~§��- ' LINE
10. BLOCK 2, AND THE NORTHEASTERN MOST CORNER OF LOT 8'
F ~ rouwo
' ROW mo* or�« . BLOCK 2` OF THE EXISTING NEEDHAM ESTATES PLAT.
' Be BACK TO BACK urCURB 5BLs SHALL APPLY PER CITY ZONING ORDINANCE. `
` oL = BUILDING LINE
' Puc ~ puauo unon c^ywr` 6.TITLE REPORT: COMMONWEALTH TITLE INSURANCE CO. GF# 32461.
'pos = PRIVATE DRAINAGE EASEMENT 7. PREVIOUSLY RECORDED EASEMENTS AFFECTING THIS PROPERTY:
N"'
sr = ELECTRIC rnAuSFnnucn
190, 61 E ELECTRICAL BLANKET EAGMT. TO WELL. BORN WATER SUPPLY CORP. IN 254/292
oxc = OVERHEAD ELECTRIC AND 10' PU[ IN 275/813 AS SHOWN. '
uc ~ umocnonoowo ELECTRIC'
PP = POWER POLE 8.NO PORTION OF THIS PROPERTY LIES WITHIN A 100 -YR FLOOD PLAIN AS
' u" ~ LIGHT POLE SHOWN IN FEMA FIRM MAP NIH'' �48O41CO325E DATED WAY 18. 2012
� ~ wAwxoLs
CO13®R ~c��wour B� 1/2" IRON RODS SET AT ALL CORNERS UNLESS OTHERWISE NOTED.
` G = GAS 10, TOPOGRAPHIC SURVEY AND MAPPING PERFORMED BY THE UNDERSIGNED.
W ~WATcn
wv ~*ATce VALVE 11. PRIMARY BM {S COLLEGE STATION WON. # 132
--s- ~SANITARY ssWcn ' X=3,565,354.1730 (NAD - 83'
FH = FIRE HYDRANT
re ~rELspxows pcusoTAL Y=1O.190.gS��225O (NAD -83)
\` ,\ ' m `.c�o�ry `ELEy=3,O28. (NGyD 1929)
cop ~ EDGE or PAVEMENT 12SITE BW -1 IS TOP OF FH - ELEy: 330.92'
aoo ~ o«ox or oone
Sw = STORM VIATER SITE BM -2 IS MARK ON CONIC CURB - ELEV: 330.27'
ORNIEWAY
L L-
#4 BARS CONTINUOUS7L
AND 3" CLIEAR TYP.
PICAL
���~
CURB & G)UTTER SECTION
USED WITH EXTRUDING MACHINE
(ADJUST GUT -TER SLOPE TO noAawY SLOPE)
DETAIL 2
FF RECOMMEND, FIN. FLOR ELEV. 13. 18" RCPs SHALL BE INSTALLED AT THE ENTRANCE TO ALL OF THE NEWLYSN STREET SIGN
AWM ABANDONDED WATER METER. CREATED LOTS TO MAINTAIN THE NATURAL RUNOFF FLOW IN THE EXISTING
T H ALONG RENEE LANE AT APPROX. 2.0% GRADE. FL OF IMPROVED DITCH
EXIST, D11C
F.F 3 2.4.5 (6,\ C� SHOULD NOT BE LOWER THAN 2.5' FROM TOP OF THE ADJACENT ROAD
\ 11 1P ASPHALT EDGE. MATCH LOWER END 'OF IMPROVED DITCH FL TO FL OF FIRST
/IP6 \ EXISTING 18" RCP.
\`
Tj,,�OTHY & MICHELLIE 113, 14. EXISTING CURB CUT AND PRIVATE ACCESS APRON WILL BE REMOVED ANIP
EXISTING KILLONEN REPLACED WITH 'STANDARD CURB AND SIDEWALK SECTION TO MATCH
. �
5505/214 /7 EXISTING STRUCTURE. SEE DETAILS 1 AND 2
' '
/
'
' LOT 11 R, BLOCK 2 x
CONCRETE TRIANGULAR 2 P 15. FINISHED -FLOOR ELEVATIONS ARE RECOMMENDED ONLY FOR PURPOSES OF
842 /225 c) PROVIDING APPROPRIATE DRAINAGE AWAY FROM EXISTING AND PROPOSED HOMES.
LOW FLOW GU71-ER 102053 FOR THE SAME REASON ALL NEW HOUSES (ROOF TOPS AND FLAT WORK)
.9 SHALL DRAIN TOWARDS RENEE LANE.
16. LOT 8R NOT HAVE DIRECT ACCESS TO BARRON RD.
4' 17. FENCES, GRADING AND LANDSCAPING SHALL NOT IMPEDE RUNOFF FLOW IN
t/ PROPOSED PDE/PUE.
1 8. 11' SHALL BE THE RESPONSIBILITY OF THE OWNERS TO MAINTAIN THE 20' -WIDE
PRIVATE DRAINAGE EASMT. (PDE) AT THE REAR OF THE LOTS.
OA
\
DESIGN AND NOTES330.27EROSION CONTROL & SWPPP NOTES`pl�j I THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL
.AT LOWER END SWALE AT REAR OF NEW PLATTED LOTS�FF 327.5
�
DURING�
THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED
,0 j 1:� TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG
. '
0 ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY.
05,
»\
THE PERIMETER BOUNDARY OF THE PROPERTY. SEE DETAIL 3
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND
3.0% GRADE tx C7
LONGITUDINAL SLOPE op >
00 1 1,7"'- \ 2. PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS
NOTE: THIS SWALE WILL BE FORMED AS A LANDSCAPE
,
PROP FH PROJEC . THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT
SWALE AND SHALL BE MAINTAINED BY THE T 3,30.92' THE OC�URRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE.
LOT OWNERS FF 329,5 j. ALL STORM DRAINAGE INLETS WILL BE PROTECTED DURING CONSTRUCTION
FROM RUNOFF SEDIMENTATION BY USE OF AN APPROVED FILTER FABRIC
AND BY PLACING A 6" HIGH BARRIER MADE UP OF 20-1b PEBBLE -
0 DR 11 IQ FILLED BURLAP BAGS (OR EQUIVALENT BARRIER). AT THE FIRST SIGN OF
^^ \
1. EXISTING SWAL[ SLOPE ALONG REAR LOTS� \
11R AND 12R WILL NOT CHANGE. SLOPE /DEGRADATION OF THE BAGS BASED ON INSPECTIONS THEY WILL BE
WILL REMAIN AT 5.5%. ` xEuu/*Eu TO BE IMMEDIATELY REPLACED.
vu `\
2. THE CAPACITY OF THIS PROPOSED SY0ALE0 PROP 7 25\W S 00*2' 4. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN
INCREASES AS ITS CROSSECT|ON EXPANDS \ FF BARED BY CuwS/wuC||ow SHALL BE ADEQUATELY BLOCK SODDED OR
5.00
FROM NON -EXITING AT THE TOP TO THE H'DR0WULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED.
END AT THE BOTY5. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
3. THIS CAPACITY EXCEEDS THE 100 -YR ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
so 9
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED
RUNOFF FROM THIS PROJECT AND WILL
- BEFORE CONTRACTOR REMOVES THE BMPa
CONVEY THE FLOW INTO THE EXISTING �� `` �
SWALE BEHIND LOTS 1 1R AND 12R. THIS /' `�N, 5. ALL EROSION CONTROL MEASURES SHALL BE -CLEANED OF SILT AFTER
' LATTER SWALE HAS A SIMILAR CAPACITY ' / EVERY RAIN.
` AS DEPICTED BY THE TOURS
` CON. ` 7. THE CONTRACTOR SHALL CORRECTLY INSTALL ALL 1BIJ£b BEFORE BEGINNING
------ - ' '' -`-- -' --4.-�0N�TR�CT0N 5P0T'ELEV�[|DNS-�R��~-`'�---�. -- �---- -^--~_--- __- ---_~�~-----_'-'�--�---'- --^----�-_ �~~�' ~�°~^ �+ �� �~`�= `����~��_����~`~��~_-���_�ANY,-=�`BEEJ-~WANAC[MENT-PRAG��E~ TEMS)�.--' --- `-
PROVIDED ALONG THE SWALE'5 Cl.
T0NAL 3LOPE OF '
'
FF 331.5
` \
THE SY&4L[ IS 50.%' '
' `\` ' �
5. THE CONTACTOR SHALL ENSURE THAT THE �---- BEI TIE PSON- v ' ALL CONSTRUCTION MATERIALS AND METHODS SMALL CONFORM WITH THE CURRENT
OUTFLOW ELEVATION 0�' ` THE NEWLY FORMED , ' '`" '
' 1� B/
CS UNIFIED TECHNICAL SPECS AND DETAILS. WHERE CONFLICT _OC-
CURS BET
W
E[
N
^..
MATCHES THE INFLOW ELEVATION OF 2 PLANS AND THE |REDSPECS AND DETAILS, THE MORE CONSERVYTNE .v�' SHALL PREVAIL, A COPY OF THESE UNIFIED STANDARDS SHALL BE KEPT ON SITEB^°,THE EXISTING SWALE 2u5�� �ANIAGE DURING CONSTRUCT�N,
6' BELOW /S THE SUMMARIZED DESIGNED DATA \Rc� � SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD vLR|pY THE
OF THE DESIGNED SYALE 2 EXACT DEPTH 8LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AFFECTING14 � °
EVENT
SWALE
DATA
_-
-
0, PRE DEV CFS
Q, POST DEV CFS
V, POST DEV, FPS
0.93
1.60
1.39
2.39
0.58
SWALE CAP. CFS
3.46
3.46
"°"". °LL c^.°.." .u.. u/U)LA/.u/va
SHOWN HERE ARE APPROXIMATE. THE CONTRACTOR SHALL PROTECT ALL UNDER -
Q5' ' . GROUND UTILITIES AFFECTING THISPROJECT`
�
THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST 2DAYS PRIOR TO START
. '. ^
3. OF CON INCLUDING ' "' / . ` ' - COLLEGE STATION WATER & WASTEWATER SERVICES.
- COLLEGE STATION ELECTRICAL SERVICES
` - ATMOS. 774-2527
REMOVE smsFop /' - YER|ZON. 1800-344-8377 OR 821-4791
CONCRETE AND INSTALL - 5UDDENUNK 890-6500
��|wcW .~/ '
ONE ~L^ CENTER�~ ~`'
TB GUTTER SECTION,/' ``� ' -- IF ANY OF THE ABOVE NUMBERS HAVE CHANGED THE CONTRACTOR SHALL OBTAIN
CHRISTIAN A- GALNDO, P.E, R.P.LS. THE CORRECT ONES.
PARCH 17. 2015 . THE CONTRACTOR SMALL COORDINATE ALL PROPOSED WORK PROCEDURES W!TH
4` THE OWNER.
.' OFF � �nb; WASTE CONTAINMENT SHALL BE PROVIDED PRIOR �
R�TO AND DURING DEMOLITION/
- ^ -- � -- -^ - ^ ' --- 5� CONSTRUCTION. 5QUD WASTEROLLING BOXES AND/OR METAL DUWPSTERS
` Ou*u� 03�r�S ' '
^'`~�._' - ' - - SHALL ONLY BE SUPPLIED BY CITY OR BY CITY-PERu[-17EU CONTRACTORS.
�BRvAIH, TEXAS_� , / _ � � ' � ' THE CONTRACTOR SHALL BARRICADE AND PLACE WARNING CONES ALONG THE LANE
���m� ooVVoz ��o 'Acre � ov�� | � 7 ADJACENT TO THE WORK AREA THROUGHOUT THE DURATION OF THE PROJECT.
' - � r--- , - - ' '
REPLACEMENT SIDEWALK SHALL MEET UNIFIED DEVELOPMENT AND TEXAS ACCESSIBILITY
^ SoxtinaSd| � in-�.� | ' ! � | | �: �' ���w �' 0 ' o 0 ' 8. CONSTRUCTION STANDARDS.
' -- - ' ' - - -- ,--- - ' _- _- THE CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS AND REPLACE THEW
TmveAr fps `2SJ�m' w8�s. 1wo«m�
� f� sy,S |m�S zsxys 50 vs 100v'm ^ ss�og� IF DESTROYED,
84N SEWER STUD OUTS SHALL NO END DEEPER THAN 3.5.
PRF-DEVELOPUAIENT At
10. WATER SERVICE STUBOUTS SHALL END BETWEEN 2' AND OF DEPTH.
'^«N
TRAFFIC CONTROL NOTES
' l. ONE WOODEN A -FRAME TYPE-| BARRICADE WILL BE SET UP Om THE
STREET AT EACH END OF THE WORK AREA.
2 42^ C-42 CMANNEUZ|NG CONES SHALL BE SET UP EVERY 20' ON THE '
STREET ALONG THE EDGE OF THE WORK AREA.
3. THE CONTRACTOR SHALL REFER TO TXDOT COMPLIANT WORK ZONE
TRAFFIC CONTROL DEVICE LIST.
'
'
'
' ^
-_ '' /
IL
A
DU _
A T/ '
' TISS
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�-�y �-��2_� 9�.� -�� Or
^/��� � -�- �_�,~/__� � �~�, ~�_~�' '
`
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u � v»oo usoo :smw osmu u��� e�ou '
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�� ,
��I���.��� ENGINEERS AND PLANNERS� NC.
3833 SOUTH TEXAS AVE,, SUITE 713 BRYAN, TEXAS 77807 .979-846-8868
' .
FIRM LICENSES: ENGINEERING F-1799. SURVEYING 100269-00
. . . .
EAL W`
JOINTH EXPANSION
MATERIAL SMOOTH DOWEL BAR
(COATED W/HEAVY GREASE)
REt YCLED MATERIAL, I LONG METAL OR PLASTIC CAP,
INSIDE DIAM-TER -- GREATER
BY J.D. RUSSELL CO.0R. THAN DIAMETER OF DOWEL BAR. CAP
APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2"
OF DOWEL AND HAVE STOP SO END OF
CAP IS 1" FROM END OF BAR.
SAWED OR FORMED.
SEAL WITH EXPANSION
JOINT MATERIAL, MIN. 1. SIDEWALK PLACEMENT SHALL BE IN
ACCORDANCE WITH B/CS UNIFIED
DESIGN GUIDELNES.
N -i 2. FINJSH: LIGHT BROOM FINISH. JOINTS
TO BE TOOLED I" DEEP A-, AN
4' INTERVAL EQUAL TO.THE SIDEWALK
4' WIDTH. EXPANSION JOINTS 0 60' O.C.,
3. DOWEL IN AND -11E TO ANY CONCRETE:
STRUCTURE ADJACENT TO SIDEWALK
(DRIVEWAY, INLET BOX, CURB,
JUNCTION BOX, ETC.) WITH #3 x 12"
6,-0" VARIES
4. COMPACTION: COMPACTED SUBGRADi'
MATERIAL COMPACTED TO A DENSITY
77 MAX.
AT LEAST 98% OF MAXIMUM DRY
DENSIT-Y AS DETERMINED BY
PROCTOR COMPACTION TEST ASTM
D698 (STANDARD) AND SHALL BE
SEE NOTE 4
0-4% WET OF TH4E OPTIMUM 1
MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH
#3 BARS 0 12- O.C.E.W. OR 28 -DAY CONCRETE AS DEFINED B� TAS AND ADA SHALI
#4 BARS & 18- O.C1.W. STRENGTH =3000 psi BE PROVIDED FOR ENTIRE LENGTH OF
(4." THICK MIN.) SIDEWALK.
SEE FINISH NOTE
DETAIL 2
�
` -
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'
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4"X4" MIN. TRENCH
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FASTENED TO r~puST
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Auon 25 TO s' AT roc or
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ACCUMULATE.
ALONG sLops cowrooms
epIEC-Tj ON OF ' a»n
T 7
~-^, ~�_j -2,��'�_�~� v �� /�_,V R, BI: L 0 CtFi 2
OWNER/DEVELOPER:
- ---'-�
,
_-|
_-
-
_
en*oA��uo�v«»»�ss tm
'
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404-H UNIVERSITY DR. EAST
COLLEGE STATION, TX 77840
VOL. 276, PG. 301, DEED REE CORDS
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TRAFFIC CONTROL NOTES
' l. ONE WOODEN A -FRAME TYPE-| BARRICADE WILL BE SET UP Om THE
STREET AT EACH END OF THE WORK AREA.
2 42^ C-42 CMANNEUZ|NG CONES SHALL BE SET UP EVERY 20' ON THE '
STREET ALONG THE EDGE OF THE WORK AREA.
3. THE CONTRACTOR SHALL REFER TO TXDOT COMPLIANT WORK ZONE
TRAFFIC CONTROL DEVICE LIST.
'
'
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-_ '' /
IL
A
DU _
A T/ '
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��I���.��� ENGINEERS AND PLANNERS� NC.
3833 SOUTH TEXAS AVE,, SUITE 713 BRYAN, TEXAS 77807 .979-846-8868
' .
FIRM LICENSES: ENGINEERING F-1799. SURVEYING 100269-00
. . . .
EAL W`
JOINTH EXPANSION
MATERIAL SMOOTH DOWEL BAR
(COATED W/HEAVY GREASE)
REt YCLED MATERIAL, I LONG METAL OR PLASTIC CAP,
INSIDE DIAM-TER -- GREATER
BY J.D. RUSSELL CO.0R. THAN DIAMETER OF DOWEL BAR. CAP
APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2"
OF DOWEL AND HAVE STOP SO END OF
CAP IS 1" FROM END OF BAR.
SAWED OR FORMED.
SEAL WITH EXPANSION
JOINT MATERIAL, MIN. 1. SIDEWALK PLACEMENT SHALL BE IN
ACCORDANCE WITH B/CS UNIFIED
DESIGN GUIDELNES.
N -i 2. FINJSH: LIGHT BROOM FINISH. JOINTS
TO BE TOOLED I" DEEP A-, AN
4' INTERVAL EQUAL TO.THE SIDEWALK
4' WIDTH. EXPANSION JOINTS 0 60' O.C.,
3. DOWEL IN AND -11E TO ANY CONCRETE:
STRUCTURE ADJACENT TO SIDEWALK
(DRIVEWAY, INLET BOX, CURB,
JUNCTION BOX, ETC.) WITH #3 x 12"
6,-0" VARIES
4. COMPACTION: COMPACTED SUBGRADi'
MATERIAL COMPACTED TO A DENSITY
77 MAX.
AT LEAST 98% OF MAXIMUM DRY
DENSIT-Y AS DETERMINED BY
PROCTOR COMPACTION TEST ASTM
D698 (STANDARD) AND SHALL BE
SEE NOTE 4
0-4% WET OF TH4E OPTIMUM 1
MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH
#3 BARS 0 12- O.C.E.W. OR 28 -DAY CONCRETE AS DEFINED B� TAS AND ADA SHALI
#4 BARS & 18- O.C1.W. STRENGTH =3000 psi BE PROVIDED FOR ENTIRE LENGTH OF
(4." THICK MIN.) SIDEWALK.
SEE FINISH NOTE
DETAIL 2
�
` -
�
'
i
4"X4" MIN. TRENCH
z"X+ mnc wcsx
FASTENED TO r~puST
SEo/ucwr xowrecL rAon/o
rAsrcwsn acoVnsL, TO
r-puar & 'Mnc wcu*
8" OF FILTER FABRIC TO EXTEND
INTO A nvswox AND BE Awoxonco
/ mr* COMPACTED oAux FILL
Auon 25 TO s' AT roc or
sLopc FOR oo/wsmr To
ACCUMULATE.
ALONG sLops cowrooms
epIEC-Tj ON OF ' a»n
T 7
~-^, ~�_j -2,��'�_�~� v �� /�_,V R, BI: L 0 CtFi 2
OWNER/DEVELOPER:
DATE: FEBRUARY 12, 2015
PROJECT
NEEDHAJ11 ESTATES
APPROVED BY: CAG
404-H UNIVERSITY DR. EAST
COLLEGE STATION, TX 77840
VOL. 276, PG. 301, DEED REE CORDS
REVISIONS: MARCH 17, 2015
SHEET'
TEL: 979-575-0580
CELL: 979-676-6565
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OF
I, I
I
- i
NOTES:
I.
1.,ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. \ 1
2. TOTAL AREA = 0.8771 ACR. sA
/ 3. BEARING SOURCE IS THE BEARING OF RENEE LANE IN THE EXISTING
\s PLAT OF NEEDHAM ESTATES RECORDED IN 276/301.
4. BASE LINE 1S NOTED WITH CONNECTING THE NORTH CORNER OF
LOT 10, BLOCK 2, AND THE NORTHEASTERN MOST CORNER OF LOT 8,
�D� S• \ BLOCK 2, OF THE EXISTING NEEDHAM ESTATES PLAT.
5. BLS "SHALL APPLY PER CITY ZONING ORDINANCE.
6: TITLE REPORT: COMMONWEALTH TITLE INSURANCE CO. GF# 3246 1.
��° �cP•, uQ \ 7. PREVIOUSLY `RECORDED EASEMENTS AFFECTING THIS PROPERTY: �F
oo,
F Sv, \ ��y \ BLANKET EASMT. TO WELLBORN WATER SUPPLY CORP. IN 254/292
AND 10' PUE IN 275/613 AS SHOWN.
i F 8. NO PORTION OF THIS PROPERTY LIES WITHIN A 100 YR FLOOD PLAIN AS F
\ \ A SHOWN N FEMA FIRM MAP 48041 CO325E DATED MAY 16, 2012.
\\ \ 1 3RD F SN \\ _ 9. 1/2 IRON RODS 'SET AT ALL CORNERS UNLESS OTHERWISE NOTED. ,p�o� S` TE
PERFORMED
\ \ \ 10. TOPOGRAPHIC. SURVEY AND MAPPING . ERFORMED BY THE UNDERSIGNED. vT A
oh / 11. PRIMARY BM IS COLLEGE STATION MON. 132 °
- ry � � 'p P COLLEGE
SCHOOL
EION
\ \ \ X=3,565,,554.1730 (NAD -83) H
THIS CORNER IS LOCATED p�'
s \\
611�21R!
ELEV=318.2Q8.2NGVD 250 N192983J FROM 3CSTA d�ON F132( ) 12 SITE BM -1 IS TOP OF FH - ELEV: 330.92'
s SITE Blvi-2 IS MARK ON CONC CURB - ELEV: 330.27'
\
Sp\CREATED
13. 18" RCPs .SHALL' BE INSTALLED AT THE ENTRANCE TO ALL OF THE NEWLY
( LOTS TO MAINTAIN THE NATURAL RUNOFF FLOW IN THE EXISTING t
\ \ f s
\\
\ / DITCH ALONG RENEE LANE) AT APPROX. 2.0% GRADE- FL OF IMPROVED AITCH � c
\ _ I oo. TSO SHOULD NOT 8E LOWER THAN 2.5' FROM TOP OF THE ADJACENT ROAD
6 S
1 \ \ y \r
ASPHALT EDGE. MATCH 'LOWER END OF IMPROVED DITCH FL TO FL OF FIRST
,RST
I \ \ N F NJ °r ��� \
EXISTING 18" RCP. VICINITY' MAP NOT I 0 SCALE
VICINITY
T
14. EXISTING CURB CUT AND PRIVATE ACCESS APRON WILL BE REMOVE D AND
s \ TI ?LONE & MICHELLE \ j �� \s REPLACED WITH STANDARD CURB AND SIDEWALK SECTION TO MATCH N/F
\ �•c9 Kilt ONEi�J / �
\ \ 5505/214 �` EXISTING STRUCTURE. TIMOTHY & MICHELLE 5/g.
LOT 1 R, BLOCK 2 �toL / \ \ \ �., KILLONEN IRF
\ \ -15. LOT 8R NOT HAVE DIRECT ACCESS TO BARRON RD.
\ \ 8422/225 \ �f - 5505/214
Y 102053 \ �sA s 16, FENCES, GRADING AND LANDSCAPING SHALL NOT IMPEDE RUNOF FLOW IN LCT 11 R, BLOCK 2
a �, PROPOSED PDE/PUE. 8422/225
\ / / VACANT�� \ \ S 17.1T SHALL BE THE RESPONSIBILITY OF THE OWNERS TO MAINTAIN THE 20' -WIDE\
'9 \. �j• �� 102053 S ,
\ / Ao � Aw,� PRIVATE DRAINAGE EASMT. (PDE) AT THE REAR OF THE LOTS. \ foo
/ s
sc \ V7 J \\\
Al
1R
3.50 D
.27' �\ P
X11
/X /X
70
iTHIS CORNER IS LOCATED
. j
3,747.87' S 77'52'53" E \p4� -r / F 4So /%✓�
�\ \ \
/ \ \
FROM CSTA MON 132 (29 /YT
CANT
7,434 S.F.
�Ao
\TB FH �BM-1
a9 / 1.330.92'
/ \4) <\
611
_
5 B„
IRF � �
S.F.1
cl
CERTIFICATE OF OWNERSHIP AND DEDICATION S 00°27'25" w
C=35.55'
STATE OF TEXAS sN \ o' �� p�/ j
,\ 1 0
3 a=
n / �\
COUNTY OF BRAZOS - ( \ `�S� \ , k�� _ 39.55'
d=90'37', / -�''Y+� \ f 10 / / ✓o
WE, LINDA STRIBLING AND BRANDON STRIBLING, OWNERS OF THE LAND v \ \ / / \
SHOWN HEREON AS RECORDED IN VOL. 12295, PG. 145, OFFICIAL RECORDS, \ O' \ ✓� \
BRAZOS COUNTY, TEXAS, AND WHICH IS DESIGNATED HEREIN AS THE "F!N.AL \ 66 \�G �' \ \ \ ( / \ t
PLAT OF LOTS 10A, 10B, 9A, 9B & 8, BLOCK 2, NEEDHAM ESTATES" !N THE AR 'Gp
' O
CITY OF COLLEGE STATION, TX, AND WHOSE NAME ARE SUBSCRIBED HERETO, \ >a \ / \
r _, 7,4 -CI S. F. /.�
HEREBY DEDICATE TO THE USE OF THE 'PUBLIC FOREVER ALL STREETS, ALLEYS, r , - \ � - E VACANT � � �\ \ ,� � /
ARKS EASFMEN,S ANA P 9L!C`PLACES HEREON HOWN OR THE PURPOSE
I 1 v \
\ r 1
.AND CONSIDERATION HEREIN EXPRESSED. ALL SUCH DED1Cx110NS SHALL a I.
BE N FSE SIMPLE UNLESS EXPRESSLY PROVIDED OTHERWISE.
F
y�� S IRF'
IN F
BETTIE SIMPtiON \ \ ^j i / \ J { C /
-----------------------------------------------_ \ f 0 0 2 7 2 5 v�\
PROBATED WILL W „g o. F / ,
\ �\ y e / 7 443.F. `D c=35.55
LINDA STRIBLING LOTS 1-7, BLOCK 2 \ \ o \ p o
2 \ \ 5 J 1 2 0
r=25.00
f PLATTED 8422/225 G \ \� \ A /
BCAD 102053 `l, o v c9 U J x`° Q=39.55
- v Cha' �c _
,. \ � �' LEGEND � \�6 � d -9O 37 SS E
BRANDON STRIBLING i oo
\ / \ �\
�"" \' \�\ b / .., �/ e.. IR -IRON ROD \
O . ! 1P
_ 1RON PIPE
MOC _ MARK ON CONCRETE
CAP CAPPED
/
= i, \ ��
2 / 5 3
S = ser /
IR
F = FOUND �)Z,I
STATE OF TEXAS \ %
v r, -.--- \ � � _ . ROW ..: RIGHT OF '�ra.Y O8R
_ \� R�� \ \ / I
COUNTY OF BRAZOS / BB BACK TO BACK OF CURE
/ , BL BUILDING LINE J F
M /' `PU ' // !r
o ` £ PUBLICur1L,Tr esrtT. BEFf _ SIMPSON \ 8,531 S.F.
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED G PDE � PRIVATE DRAINAGE EASEMENT PROBATED WILL !;>. \
F\
ET = ELECTRIC TRANSFORMER LOTS 1 -7, BLOCK 2 /
----------_------------------- ----__---------- > \ _ _` E = ELECTRICAL PLATTED 8422, 225 \ o CP/
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE 6 REMQvt zoo S.F. Tr / OHE = OVERHEAD ELECTRIC So, ��
\ S A
TO OJT _ UE = UNDERGROUND ELECTRIC BCAD 102053 \ \ 4J
FOREGOING INSTRUMENT; AND ACKNOWLEDGED ,.� ME THAT HE EXECUTED Jo \ � AGN R�T� AND INSTALL Q- L \ g
r - T t NEw � -w'iDE ��UE WALK PP = POWER POLE \ '
SAME FOR THE PURPOSE AND CONSIDERATION THEREIN SIA,IED. Y � T AND 24' OF NEW CURB LP = POW POSE � J4'/ � 0
B I & GUTT_R _ECTIgN. ` ; oa �j Q�
-_ tviANHgLF
!r � �,V,
MH GIVEN UNDER MY HAND AND SEAL ON THIS ----------------- DAY OF k � ;,/ ����;�� P�T,4
; I co = CLEAN OUT � \ \ o p/ r°�� �j �9 / ` G GAS ` / \ G� lrj
_.-------------------_.-._------- 2015. \ \ O � 4 � o1
\ f CD u
/ � ob
W =WATER � \ /�, O '�j I
// NV = 'WATER VALVE /
VOL. 2 7 . 01 i ,� / ,, _ J \ ,
a S - SANITARY SEWER
9 TEI FIRE HYDRANT
--------------------------_---- � N =PEDESTAL
TELEPHONE
NOTARY PUBLIC, BRAZOS-COUNTY, TEXAS = CABLE Tv
_ M =METER/MARY<ER
EOP = EDGE OF PAVEMENT \
BOC = BACK OF CURB
Sw = STORM WATER
STATE OF TEXAS \
FF RECOMMEND. FIN. FLOR ELEV.
`.._
COUNTY OF BRAZOS) SN
= STREET sIGN
G ERTII'ICATE OF -FIE COUC '£ I ' AAIM = ABANDONED WATER METER ` 1
}
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY" APPEARED77
, - / Y
STATE OF TEXAS } t `� I
--------------------------------------------------- COUNTY OF BRAZOS)
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE IRF
SAME FOR THE PURPOSE AND CONSIDERATION THEREIN STATED. I - ----------------------------------- COUNTY CLERK, IN AND FOR /
SAID COUNTY DO HEREBY CERTIFY THAT THIS PLAT TOGETHER WITH ITS CERTIFICATES OF
GIVEN UNDER MY HAND AND SEAL ON THIS DA.Y OF AUTHENTICATION WAS FI' FOR RECORD IN Y FF H�
----------------- S LED 0 ECO D M OFFICE T�---------- - DAY OF I
------------------------------ 2015. ---------------------------------- 2013, IN THE OFFICIAL RECORDS OF
BRAZOS, TEXAS, IN VOLUME ----------------PAGE -----------------N
----RY-------,------------
,--------- HAND M� n
.NOTAPUBLICBRAZOS COUNTYTEXAS II
WITNESS D AND OFFICIAL SEAL., AT MY OFFICE IN BRYAN, TEXAS. 0 25
_ SCALE
--------------------------------------
CERTIFICATE OF THE, PLANNING c�c ZONING COMMISSION GQUNTY CLERK, BRAZOS COUNTY, TEXAS
Sy
I
I, ---- --------------------------CHAIR OF THE PLANNING AND ZON,Nv
OF� !
P � l �
COMMISSION OF THE CITY CF COLLEGE STATION, HEREBY CERTIFY THAT THIS PLAT WAS CERTIFICATE OSURVEYOR ANDOR ENGINEER - � - r �AIA
L
�I ( �
DULY APPROVED BY THE COMMISSION ON THE __._- DA. OF _____________, 2015.
I, CHRISTIAN A. GALINDO, LICENSED PROFESSIONAL ENGINEER No. 53425 AND
REGISTERED PROFESSIONAL LAND SURVEYOR No. 4473 IN THE STATE OF TEXAS, r
/ / 9-H-ldl
/ 'CHAIR OF THE PLANNING .AND ZONING COMMISSION HEREBY CERTIFY THAT THIS PLAT iS TRUE AND CORRECT AND 4"JAS PREPARED t � l FROM AN ACT .A c1 V TH R T 7 KE ? a ���®���@®6 0 T TOA( �,% / �// / L ,� U _ uJR OF , .E P OPERTY HA MAR R N h ti � �J` � ��" ��� �� �Ll � 1 �� .�1�� RuC��1. ��EY USA D�0 dU �cN I S � ���
ATTEST; WERE PLACED ON THE GROUND UNDER MY SUPERVISION, AND THAT PROPER ���°"��� OF r����t�
ENGINEERING PRACTICE WAS EXERCISED IN :THE PREPARATION OF THIS PLAT.4
--------------------------V,,,I
/�_ �l
CITY SECRETARY /� vl
( .�,a1,> /\� O� l �CHRISTIP,hdA.GF,LINDC3
f _
� �STERa 8�� 3 25 0.8789 A CREI'
CERTIFICATE OI' TIIE CITY EIVGINF17t' CHRISTIAN A. c:ALINDCI P.E., R.P.L.s. �j c 114 ,�'
DATE: MARCH 17 2015 CHRISTIAN ANZE GALINDO`is�'TOt !AUr� �
��" � 4473 �
I, ---- —---------------------------- ----- CITY ENGINEER OF THE 'p� OPV/
CITY OF COLLEGE STATION, HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS ESS/
To THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE \SUR\j" % r r
STATION. 1 TDIO Ir � EER> _ Al '�' 1 r .g C
3833 SOUTH TEXAS AVE., SUITE 213 BRYAN, TEXAS 77802 979-846-8868 -
-----------------------------------
GITY ENGINEER FIRM LICENSES: ENGINEERING F-1799, SURVEYING 100269--00
OWNER/DEVELOPER:
OWNER DEVELOPER:
LINDA AND BRANDON STRIBLING
STRIBLING GROUP LLC
404-H UNIVERSITY DR. EAST
COLLEGE STATION, TX 77840
. NTNG A REPLAT OF LOTS 10, 9 AJV,D 8, BLOCK
7�% �r�r+ g t��g��r
1" EA�. ..t_i til -C �`� .l �U ..7
VOL. 276, . X301, E RECORDS'
2
FEBRUARti 1 �, 2015
DESIGNED BY: DEG11
APPROVED BY: CAG
REVISIONS: MARCH 17, 2015
^T
PRC?J E v
14
SHEET
TEL: 979-575-0580
CELL: -979-676-6565
COLLEGE STATION, BRAZOS' COLTATTY, TEXAS
OF
� Cs�
` NOTES:
1ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
' 2�TOTAL AREA = 0.8771 ACR.
3� BG\R|�� SOURCE |� THE BEARING 0F RENEE LANE |N THE EXISTING
PLAT OF NEEDHAW ESTATES RECORDED IN 276/301�
! 4.BASE LINE IS NOTED WITH * * CONNECTING THE NORTH CORNER OF
LOT lO. BLOCK 2, -AND THE NDRTHEASTERNMOST CORNER OF LOT 8,
BLOCK 2, OF THE EXISTING NEEDHAW ESTATES PLAT.
5-8Ls SHALL APPLY PER CITY ZONING ORDINANCE.
GT|TLE REPORT: COMMONWEALTH TITLE INSURANCE CO GF'� 32461
7.PRBOU3LY RECORDED EASEMENTS AFFECTING THIS PROPERTY:
BLANKET EASMT. TO WELL BORN WATER SUPPLY CORP, IN 254/292
AND 10' PUE IN 275/613 AS SHOWN.
8. NO PORTION OF THIS PROPERTY LIES WITHIN A 100 -YR FLOOD PLAIN AS
' SHOWN IN FEMA FIRM MAP #48041CO325E DATED WAY 16. 2012.
SN 9 1/2^ IRON RODS SET AT ALL CORNERS UNLESS OTHERWISE NOTED.
10. TOPOGRAPHIC SURVEY AND MAPPING PERFORMED BY THE UNDERSIGNED.
11. PRIMARY B# IS COLLEGE STATION MON. # 132
\`X=3,565,354,1730 (NAD -83)
Y=1O.19D.9g8225O (NAD -83)
ELEV=318�2S' (NCVD 1929)
� .
12, SITE BM -1 IS TOP OF FH- ���
3,92
\~,���� \ \` / / .��' / /~-�` ~��SITE Bw-r /S wuRx ON rnwr CURB - ELEv: 33n,7'
mPAysmw JOINTS IN cuno &, ouTTcx sxAu BE
spArco AT ^ wnIMow oaTAwcs OF oo' APART
AND AT ALL nxoms pmwrS, pz'S AND Pz.'s.
`/m�
\011 COLLEGE STATION
HIGH SCHOOL
/13. 18" RCPs SHALL BE INSTALLED AT THE ENTRANCE TO ALI OF THE NEWLY
-
-IN THE EXISTING
CREATED LOTS TO MAINTAIN THE NATURAL RUNOFF FLOW
DITCH ALONG RENEE LANE AT APPROX. 2 0% GRADE. FL OF IMPROVED DiTCH
EXIST. 25 FROM* TOP OF THE ADJACENT ROAD
SHOULD NOT BE LOWER THAN
FF 324.5 0-\ ASPHALT EDGE. MATCH LOWER END OF IMPROVED DITCH FIL TO FL OF FIRST
/F N\ 14. EXISTING 'CURB CUT AND PRIVATE ACCESS APRON WILL BE REMOVED AND
MVOTHY &- MICHELLE 00,
KILLONEN REPLACED WITH STANDARD CURB AND SIDEWALK SECTION TO MATCH
EXISTING STRUCTURE. SEE DETAILS 1 AND 2
�)505/2114 C9
5' -WIDE BY 05 -DEEP LOT 11R, BLOCK 2 15. FINISHED FLOOR ELEVATIONS ARE RECOMMENDED FOR PURPOSES OF PROVIDING
8422/225
APPROPRIATE DRAINAGE AWAY FROM EXISTING AND PROPOSED HOMES.
CONCRETE TRIANIGULAR X191
102053 �A
LOW FLOW GUTTER i 0
326.5 EROSION CONTROI SWPPP NOTES 0 X 18", 12" O.C,
x COATED W/HEAVY GREASE)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL
4/ DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE
THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED
'
'
ONTO PUBLIC RIGHTS OF
r W*, W*/c'R -�uux
ocS AND *uo*C_cn/
PROPERTY./
TO THIS EFFECT
E CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG
OL% THICK AS MAN� FACTURED INSIDE DIAMETER TO BE 1/16- GREATER
THE PERIMETER BOUNDARY OF THE PROPERTY. SEE DETAIL 3 BY J.D. RUSSELL CI.OR THAN DIAMETER OF DOWEL BAR. CAP
6' APPROVED E6�AL MUST BE LONG ENOUGH TO COVER 2'
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND OF DOWEL AND HAVE STOP SO END OF
CAP IS I" FROM END OF BAR.
F 3227.5
oo�� ____ 'ND SOLID WASTE ASSOCIATED WITH THIS
PROPER DISPOSAL OF ALL LIQUID A
PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT
THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE.
61,
ALL STORM DRAINAGE IN' ETS WILL BE PROTECTED DURING CONSTRUCTION
FROM xumUFr SLuiwEm/x||um BY USE OF AN appxuvEu r/L|Ex FABRIC
'H BARRIER MADE UP OF 20 -ib PEBBLE -
AND BY PLACING A 6" HIG SAWED OR FORMED
FILLED BURLAP BAGS (OR EQUIVALENT BARRIER), AT THE FIRST SIGN OF ,/8- 10 1 c, FSEAL WITH EXPANSION 1. SIDEWALK PLACEMENT SHALf- BE IN
JOINT MATERIAL, MIN.
ACCORDANCE WITII B/CS UNIFIED
> DEGRADATION OF THE BAGS BASED ON INSPECTIONS THEY WILL Bt: 31/8" R-,
oe REQUIRED TO BE IMMEDIATELY REPLACED. DESIGN GUIDELINES.
FHI B N/1 2. FINISH: LIGHT BROOM FINISI. JOINTS
TB To
e� PPOP BE TOOLED I" DEEP AT AN
��v�4. ALL AREAS WHERE EXISTING VEGETATION AND GRASS cuvEx BEEN 4 INTERVAL EQUAL TO THE SIDEWALK
BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR WIDTH. EXPANSION JOINTS 0 60' O.C.,
too _T
12 CONTRACTION JOINTS @ 4-' O.C.
\ Z 3, DOWEL IN AND I
n/uxumuu~HEu AND WATERED um'`L GROWTH /S ES/*uuSnEu
5. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING |H
E STRUCTURE ADJACENT TO SIDEWALK
EARTH *� ���m �*x�u u/cum�`�u�/'un *nu SHALL jUNICTION BOX, ETC.) WITH V3
Em/xE TIME THA REMAINEXISTING DITCH SLOPE FROM NEW LOTS TO STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED, BARS 0 12" OC. OR #4 x 12 BARS
BMPs
TO BEGINNING OF LOW FLOW GUTTER WILL 1:1ROP > S 00*27'25" W BEFORE CONTRACTOR REMOVES THI� C-0)" VARIES
SUBSTANTIALLY 'UNDER ^^= c=35.55' SN i 4. COMPACTION: COMPACTED SUBGRADE
- EROSIOCONTROL MEASURES SHALL -- CLF- - -AFTER-
27, MAX. MATERIAL COMPACTED TO A DENSITY
AT LEAST 98% OF MAXIMUM DRY
UNDER THESE CONDITIONS Q25 DISCHARGE EVERY RAIN.
NID DENSITY AS DETE
WILL RECURE AN UNIMPROVED LANDSCAPED d=90'37' PROCTOR COMPACTION TES1 ASTM
7. THE CONTRACTOR SHALL CORRECT -LY iNSTALL ALI — BNIPs BEFORE BECINNiNG
TRIANGULAR SECTION CHANNEL, 10' WIDE, SEE NOTE 4 D698 (STANDARD) AND SHALL BE
ANY E .-- `~- BE_ -AGE-ENPRACTICE _'
05 DEEP: 0— 4% WEET OF THE OPTIMUM
'D 5. A MINIMUM CLEAR PEDESTRIAN WIDTH
.0 #3 B RS 0 12" OR-� 28 --DAY CONCRETE AS DEFINED BY TAS AND ADA SHALL
0, #4 B!,RS IQ 18- O.C.EW. STRENGTH = 3000 j)s! BE PROVIDED FOR ENTIRE LF-_NGTH OF
(4" THICK MIN,) SIDEWALK,
SEE FINISH NOTE
01�� cummml unifom fl4w_1� ALL CONSTRUCT N
CTIQ
NOTES
URR
�
NTFv
0o�t D�M,CZVAC=
N/F B/CS UNIFIED TECHNICAL SPECS AND 'DETAILS. WHERE CONFLICT OCCURS BETWEEN
oc�/mrSm`
�2no For 2"1 gift 9 PLANS AND THE B/CS UNIFIED SPECS AND DETAILS,THE MORE CONSERVATIVE
2 SHALL PREVAIL. A COPY OF THESE UNIFIED STANDARDS SHALL BE KEPT ON SITE
-- DURING CONSTRUCTION.
Mw= -- - |FT2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VER FY
0^200 EXACT DEPTH & LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AFF,
T)NG
THIS PROJECT PRIOR TO COMMENCING ANY T||LOC4mb=mol ~_ 0.0550 Wet WORK. IONS
9150 ft _01 SHOWN HERE ARE APPROXIMATE. THE CONTRACTOR SHALL PROTECT ALL UNDER-
......
NDER2"X4" WIRE MESH
-
...,-.�� �� '
'
~/
5G
ROUND UT
>L}T|ES 4
FFECT|NG
THIS PROJECT.
3. THE CONTRACTOR SHALNOT|FY ALL UTILITIES
S AT LEAST 2 D��S PRIOR
R
TO STA
RT
Ccoputed Remits. uOF CONSTRUCTION INCLUDING
�� ��- COLLEGE STATION WATER � WASTEWATER SERVICES.
Slope— 10^62SEDIMENT CONTROL FABRIC
Right aide slags. ��.62� MTV) -COLLEGE STATION ELECTRICAL SERVICES FASTENED SECURELY TO
�~6� fps o' - ATW0S. 774-2527
Flow AM~,:2.65 of - VER|ZON. 1800-344-8377 OR 821-4791
- 3UDDENUNK. OS0-65OOW�mm Width 10~62 f�- / D 25
METAL T—POST----� 8" OF FILTER FABRIC TO EXTEND
wetted pe�rmter' M�s ft REN40VE 200 S.F. OF- ONE CALL CENTER - 811
CONCRETE AND INSTALL -FT
-AT0R SHALL OBT�|Ncritjcal -h... 0~28 ft IF ANY OF THE ABOVE NUMBERS HAVE CHANGED THE C0NT� SPACED 6' APARTIM THI COMPACTED BACK FILL
c�- �... 1~1247 -� AND 24' OF NEW CURB
SCALE THE CORRECT ONES.
vrouft 0^24 (fLw is S&bcrItical? 4. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED WORK PROCEDURES WITH
330
STHE OWNER. 7—SLOPE FOR SEDIKAE14T TO
WAST[ CONTAINMENT SHALL BE PROVIDED PRIOR TO AND DURING DEMOLITION/ SIIT FENCE AN%OR ACCUMULATE. ALIGN FENCE
ALES TO
/ C0N3TRUCT|ON, SOLID WASTE ROLLING BOXES AND/OR METAL DUMPST[P3 HY B E 7-7 ALONG SLOPE CONTOURS.
Ul ED IN AREAS OF
SHALL ONLY BE SUPPLIED BY CITY OR BY CITY-PERM|TTED CONTRACTORS. DF AINAGE FLOW.
7 THE CONTRACTOR SHALL BARRICADE AND PLACE WARNING CONES ALONG THE LANE
ADJACENT TO THE ��R� AREA THROUGHOUT THE DURATION OF THE PROJECT�
n�worFc�uco��Tmws n�Tmw����romo :c»� �1'�4 -
'' O. SIDEWALK SHALL NE[T UNIFIED DE AND TEXAS ACCESSIBILITY �T�wD�RD�� �
�
7»*AL GROUND,
ussoxAMESTATES mcpLAT (srmoLmo) S. THE CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS AND REPLACE THENIF DESTROYED. q
BRYAN. TEXAS
`
nmmoz�e�j
.. .
v,mrLe^nx Tt1m,*mm
ryp. xCmn
ppcesv[u0r,Mcw7
F uu��� Tc� /oo ~w�n|w,cmcma�`10
'
1 | Sirmle ,c.,smm`cc 1612 u.ea o._5s0 oem o 150 211�5uo zc1 o mn 6»2r ran oyos/ �a �n-1- 2.36
��oz �nno�/o�au�e ox*s o�n o�so o�a uu5o zsoo ��o z/ mo uzr r�m uass auo� oon 0.67
� !"j;mrC! mo run naoo o�un z�no zau � z mu oazr row no�o ae�� nzs ox ^a
________________ ______________
roxm 1/no zy zar zoy3.42
CHRISTIAN A. GALN0J, P.E, 9.PLS.
FEBRUARY 5, 2012
__1
DATE: FEBRUARY 12, 2015
PROJECT
LINDA AND BRANDON STRIBLING
BE, ING A REPLA T OF L 0 TS 10, 9 AND 8, BLOCK 2
DESIGNED BY: CAG
/n
~ /nox Roo
]oo *xcn���cm�um�'10
404—H UNIVERSIT)/ DR. EAST
TI
VOL. 276, PG. 301,' DEED RECORDS
-`-----`--`-----------------`----
SHEET
;P
� /eow PIPE
'
TEL: 979-575-0580
------ --------
---------- ----------------------
---
------ -----------
----------- -----------
-----------
-`--
TRAFFIC CQ.N -ROL NOTES
�amnle
u
�
o�7�10
sn
u
�
r�o5.04
~Cxp~ED
~ SET
=reu
.
SET UP ON THE
= muwo
STREET AT EACH END OF THE WORK AREA.
1.44
s
�a*mo,o/Ts
------------------------
----------
oxm
n�oo
num
u�ou
zson
z�o �z mo
a�c/
�ms nsz
*��� u�y
----------- -------
nu
--- -----------
r "m/
oe
BL
/n�u
THE CONTRACTOR SHALL REFER TO TXDOT COMPLIANT
WORK ZONE
pos
~ PUBLIC UTILITY �
vawr
`
�
vm
oo '
cuz i_Jam1
cc"n�
~ELscm/cAL EASEMENT
[onmnmn*zvoo��n
' mo wm�^u�°
oc
~ DRAINAGE EASEMENT
As
~ xcvzss EASsmcwr
-----
'----'----- ----- ------
------ -- '---'-
p^s
~ pwnmw EAa
. cr
~ cLorn/crnAwsrunwcn
u
muon ,noon nnmm
asmm
ye/mu y~ouul
E~
'
e
owa o�ao u�a
o `s�
u m� n7so
UE
~ uwuceoxoowo ELECTRIC
�
u
aoon eom
o�oo
o�nn 000
RUNOFF
RATE AT THE
SOUTH
CORNER OF
LOT
11P AT
A 25 -YR STORM 'WILL
INCREASE FROM 1.06
CFS (0.67+0J8)
PRIOR
TO
~ wAwxoa
DEVELOPMENT
OF THIS
PROJECT TO
1.83 CFS (11.44+0.39)
AFTER
DEVELOPMENT
L
///
4
jn
CHRISTIAN A. GALN0J, P.E, 9.PLS.
FEBRUARY 5, 2012
MIN. m~��� �
., '.
=
.
=
Till,' 4;
v kill V
- ^~~ u ~� n CONoowsAC
ux ~ OVERHANG
T 10 A �� ��
_11- � �� � �� e� �
�
a=I
-
=~~
~
^"~
..
,.
on~ BACK OF coee
PE ~pcocnnmx *cCcSu EAawr
.
'
.
`
IV IRRIGATION VALVEPL PIPE LINE
SIN snznw WATER, WATER LINE
rr RECOMMENDED FIN. FLOP su�.
'
ALINDO EA��VEERS AND PLANAERS' IN C.
3833 SOUTH TEXAS AVE., SUITE 713 BRY\N, TEXAS 77807 979-846-8868
FRkLICENSES: ENGINEERING F-1799. SURVEYING 100269-00
h
E-1,
N/� EI
� � � � /_�_/ ��
�1 ��r��'/� �
�/ . c� / �� �7 �� CRE U
OWNER/DEVELOPER:
__1
DATE: FEBRUARY 12, 2015
PROJECT
LINDA AND BRANDON STRIBLING
BE, ING A REPLA T OF L 0 TS 10, 9 AND 8, BLOCK 2
DESIGNED BY: CAG
/n
~ /nox Roo
APPROVED BY: CAG
404—H UNIVERSIT)/ DR. EAST
TI
VOL. 276, PG. 301,' DEED RECORDS
REVISIONS:
SHEET
;P
� /eow PIPE
'
TEL: 979-575-0580
COLLEGE STATION, BRAZOS COUATT Y, TEXA S
OF
cw
~ CONCRETE MARKER
TRAFFIC CQ.N -ROL NOTES
woo
~ MARK ON 000cnET
_
CAP
S
~Cxp~ED
~ SET
ONE WOODEN A -FRAME TYPE-| BARRICADE WILL
BE
.
SET UP ON THE
F
= muwo
STREET AT EACH END OF THE WORK AREA.
rp
rc
= rcwus POST �
= rswoc conwsn
2 42" C-42 CHANNEL|Z|NG CONES SHAD L
BE SET
UP
EVERY 20' ON THE
mun
~ n/Gm OF WAY'
STREET ALONG THE EDGE OF THE WORK
AREA.
/
oe
BL
~ BACK TO BACK OFCURB
~ BUILDING LINE3
THE CONTRACTOR SHALL REFER TO TXDOT COMPLIANT
WORK ZONE
pos
~ PUBLIC UTILITY �
vawr
�
TRAFFIC CONTROL DEVICE LIST.
EE
~ELscm/cAL EASEMENT
oc
~ DRAINAGE EASEMENT
As
~ xcvzss EASsmcwr
p^s
~ pwnmw EAa
. cr
~ cLorn/crnAwsrunwcn
E~
m~c
~ ovsnxma cLEcrmc
UE
~ uwuceoxoowo ELECTRIC
PP
~ po*cn POLE
LP
~ uGxr POLE
` wx
~ wAwxoa
co
u
~ oLom OUT
GAS
WATER
L
///
4
jn
r7/7
/
-s -~SANITARY
s�sn°V *��v�v
� /I
V
rx
FIRE
ro
~ rELcpxows PEDESTAL
MIN. m~��� �
., '.
=
.
=
Till,' 4;
v kill V
- ^~~ u ~� n CONoowsAC
ux ~ OVERHANG
T 10 A �� ��
_11- � �� � �� e� �
�
a=I
-
=~~
~
^"~
..
,.
on~ BACK OF coee
PE ~pcocnnmx *cCcSu EAawr
.
'
.
`
IV IRRIGATION VALVEPL PIPE LINE
SIN snznw WATER, WATER LINE
rr RECOMMENDED FIN. FLOP su�.
'
ALINDO EA��VEERS AND PLANAERS' IN C.
3833 SOUTH TEXAS AVE., SUITE 713 BRY\N, TEXAS 77807 979-846-8868
FRkLICENSES: ENGINEERING F-1799. SURVEYING 100269-00
h
E-1,
N/� EI
� � � � /_�_/ ��
�1 ��r��'/� �
�/ . c� / �� �7 �� CRE U
OWNER/DEVELOPER:
DATE: FEBRUARY 12, 2015
PROJECT
LINDA AND BRANDON STRIBLING
BE, ING A REPLA T OF L 0 TS 10, 9 AND 8, BLOCK 2
DESIGNED BY: CAG
STRIBLING GROUP LLC
NEEDHAM ESTA TES
'
ALINDO EA��VEERS AND PLANAERS' IN C.
3833 SOUTH TEXAS AVE., SUITE 713 BRY\N, TEXAS 77807 979-846-8868
FRkLICENSES: ENGINEERING F-1799. SURVEYING 100269-00
h
E-1,
N/� EI
� � � � /_�_/ ��
�1 ��r��'/� �
�/ . c� / �� �7 �� CRE U
OWNER/DEVELOPER:
DATE: FEBRUARY 12, 2015
PROJECT
LINDA AND BRANDON STRIBLING
BE, ING A REPLA T OF L 0 TS 10, 9 AND 8, BLOCK 2
DESIGNED BY: CAG
STRIBLING GROUP LLC
NEEDHAM ESTA TES
APPROVED BY: CAG
404—H UNIVERSIT)/ DR. EAST
TI
VOL. 276, PG. 301,' DEED RECORDS
REVISIONS:
SHEET
COLLEGE STAION, TX 77840
TEL: 979-575-0580
COLLEGE STATION, BRAZOS COUATT Y, TEXA S
OF
CELL: 979-676-656—D