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EBRUARY,
ATION. 5/8 INCH IRON ROD FOUND (CM)
ASED ON BEARS: S 42°00'35" W 207.48'
S
AND
CERTIFICATE OF OWNERSHIP AND DEDICATION
POINT Of
BEGINNING
A>o 1/2 INCH IRON
sROD SET
9� I/2 INCH IRON
9�c0 C'9 1/2 INCH IRON
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ORIGINALtK
'MA
LOCATION MAP
NOT TO SCALE
GENERAL NOTE5:
I . THE LAND 15 CURRENTLY ZONED R- I B SINGLE FAMILY RE5IDENTIAL.
2. THE PROJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR
FLOOD HAZARD AREA A5 E5TABLI5HED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY: MAP NUMBER 48041 C0305E, EFFECTIVE DATE
MAY I G, 2012.
3. THE BUILDING SETBACK REQUIREMENTS FOR TH15 TRACT ARE ESTABLISHED
BY THE CITY OF COLLEGE STATION ZONING ORDINANCE.
4. ORIGIN OF 5URVEY: CONTROL MONUMENT (CM) - FOUND AND U5ED TO
E5TABL15H PROPERTY CORNERS AND PROPERTY LINE5 SHOWN HEREIN. ALL
PROPERTY LINE DIMEN51ON5 ARE PLAT CALL AND MEASURED. BEARING
5Y5TEM SHOWN HEREON 15 BASED ON GRID NORTH A5 E5TABL15HED FROM
GPS OBSERVATION.
5. PRIVATE ACCESS EASEMENT: TH15 24'x 208.7 I' PRIVATE SHARED ACCE55
EASEMENT 15 TO BE DEDICATED WITH TH15 PLAT. TH15 EASEMENT
ESTABLISHES SHARED ACCE55 AND MAINTENANCE RESPONSIBILITIES
BETWEEN ADJOINING LOT5 11 2, 3 $ 4.
G. y" IRON ROD5 ARE SET AT BACK PROPERTY CORNERS � ' X ' IN CONCRETE
HA5 BEEN PLACED AT FRONT PROPERTY CORNERS.
— .. — ..
LEGEND
RE -PLAT PROPERTY LINE
----- LOT LINES
----- OLD R -O -W LINES
— EASEMENT LINE
COMMON ACCE55 EASEMENT LINE
P.U.E. PUBLIC UTILITY EASEMENT
Q PROPERTY CORNER
5TATE OF TEXA5
COUNTY OF BRAZO5
I, JC WALL III, MANAGING PARTNER OF NEW AMERICAN DREAM, LTD., OWNER OF THE LAND SHOWN ON TH15 PLAT, BEING
THE TRACT OF LAND IN THE OFFICIAL RECORDS OF BRAZO5 COUNTY IN VOLUME 8029, PAGE 149, HEREBY DEDICATE TO
THE USE OF THE PUBLIC FOREVER ALL STP.EET5, ALLEYS, PARK5, EASEMENTS, AND PUBLIC PLACES THEREON 5HOWN
FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
JC WALL III, MANAGING PARTNER, NEW AMERICAN DREAM LTD
STATE OF TEXAS •
COUNTY OF BRAZ05
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON TH15 DAY PERSONALLY APPEARED JC WALL III, KNOWN TO ME TO BE THE
PER50N(S) WHOSE NAME(5)15/APE SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT
HE/THEY EXECUTED THE SAME FOR PURP05E5 AND CONSIDERATION THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL ON TH15 DAY OF 20
NOTARY PUBLIC, STATE OF TEXAS
APPROVAL OF PLANNING AND ZONING COMM155ION
I, , CHAIRMAN OF THE PLANNING AND ZONING COMM155ION OF THE CITY OF COLLEGE
STATION, TEXA5, HEREBY CERTIFY THAT THE ATTACHED PLAT WAS DULY APPROVED BY THE COMM155ION ON THE _
DAY OF 20_.
CHAIRMAN OF THE PLANNING AND ZONING COMM155ION
APPROVAL OF THE CITY ENGINEER
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF COLLEGE STATION, TEXA5, HEREBY CERTIFY THAT TH15
SUBDIVISION PLAT CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE
STATION, TEXAS.
CITY ENGINEER, COLLEGE STATION, TEXAS
AE -PLAT
SCALE: 1" = 30'
30 0 30 GO
CERTIFICATION OF SURVEYOR
I, BRAD KERR, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4502, OF THE STATE OF TEXA5, HEREBY CERTIFY THAT
TH15 PLAT 15 TRUE AND CORRECT AND WA5 PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY AND THAT PROPERTY
MARKERS AND MONUMENTS WERE PLACED UNDER MY SUPERVISION ON THE GROUND.
REGISTERED SURVEYOR, R.P.L.5. No. 4502
CERTIFICATION OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZ05
1, . COUNTY CLERK, IN AND FOR SAID COUNTY, DO HERE BY CERTIFY THAT TH15 PLAT TOGETHER
WITH IT5 CERTIFICATES OF AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE THE DAY OF
20—, IN THE DEED/OFFICIAL RECORDS OF BRAZ05 COUNTY, TEXA5, IN VOLUME PAGE _
COUNTY CLERK, 5RAZ05 COUNTY, TEXAS
BLOCK 1, LOTS 1, 213, & 4
HRDLICKA SUBDIVISION
TOTALING 0.833 acres
BEING A
RE -PLAT
OF
CKA SUBDIVISION
LOTS 1 6, HRDLI
0.974 acres — VOL. 8029/PG 149
COLLEGE STATION, !'
BRAZOS COUNTY, TEXAS
JANUARY 26, 2015
OWNER SURVEYOR
JC WALL 111 KERR SURVEYING CO.
WALL REAL ESTATE & DEVELOPMENT 409 N. TEXAS AVE.
5839 FOSTER ROAD BRYAN, TEXAS 77803
BRYAN, TEXAS 77807 979-268-3195
254-721-6179
Al GATTISENGINEERING: _0
ENGINEERS + CONSULTANTS
EET 1 OF I FIRM #F-7698 * P.O. Box 13461 * College Station, Texas 77841 * (979) 575-5022
101012-01-01 INFO@GATTISENGINEERING.COM
1• dol
SITE LAYOUT
\ SCALE: 1" = 60'
4
�3 \� oil -
a 3
elf-
cl)
-.__ s
:
328
Nw
324
322
INFLOW
,a
C*)
GENERAL NOTES: SOLID WASTE DISPOSAL:
HORIZONTAL SCALE: I " = 20'
.j
C
-1,35c70
2
ON
10L.F. OF 00
0
_ pvr. PIPE @ - 1 .0%
I
1+00
6" 0 SANITARY SEWER SERVICE BRANCH PROFILE VIEW
-
328
LEGEND
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND
DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE
/ i ?. ` / <. \ ✓/\ ` \ / 5 ,
- - - - -
PROPERTY LINE5
_..._.... _.._,..........
G. THE PROPOSED BUILDINGS AND ASSOCIATED DIMEN51ONS SHOWN HEREIN WERE
-----
LOT LINE5 / R -O -W LINE5
o
SITE CLEARING AND GRADING:
lv /
EASEMENT LINE
I . 51TE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
i `, ` '
HAZARD AREA A5 ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
BUILDING SET BACK LINE
1014 FAIRVIEW `, \ j �C} < ,';.
�% ,/✓ i' />
326
G5
EXISTING G" SEWER LINE
9 A D8B DESCR PTEON SHOWND REIN WERE PROVIDED BY KERB
THE METES N O
SURVEYING, FEBRUARY 2013.
II
2W
EXISTING 2" WATER
65
PROPOSED G" SEWER LINE
EROSION CONTROL 51LT FENCI
P.U.E.
PUBLIC UTILITY EASEMENT
324
O
PROPERTY CORNER
TYPICAL DOUBLE
WATER SERVICE TAP
TYPICAL SANITARY SEWER
SERVICE LINE # CLEAN-OUT
322
/j//j ; %
COMMON ACCE55 EASEMENT
320
o
+1 316
'�..� 24'No
#3 REBAR @ 12" O.C.B.W.
/ 5„
vl ~ •
.�.....+ a. �•.•�.S .:.• `•: •fe ! 1a'. c }'_ , '.. � � • ;^+►��4j L`i•,-.'►t..,• :: .aX`.Z�.
i;,. .,v • r .. se•l: :+ :.r�4�e,. r i• 4•-'v. ` `i•ti • .att w`... �.r•�
.•, ��, � a. R.•� cr'7•�'/.y.^ 1.r•+�r R •S. Yri � `7.ih''T!.uF�, .e ,i' 1"" • - '�,•.� .�.. ,
�,'' � :"a • .:��-.e°� •..•• ,:.•i'.'4t �'"y7i•}��a+fs'`r�; `•.} •er°s'. ,.: �>'ti-c.? tib,.. a'� � .a •.5:� .a.iy.,,,,.�'i� ',}�4i,�:":j�s {v.;{�*'
G" THICK STABILIZED 5UBGRADq
UNDISTURBED 5UBGRADE SINCE THE TYPES PER
ENTA VARY, THE
WEAK OR PUMPINGAREAS MUST BE REMOVED AND RECOMMENDED PERCENTAGE OF LIME, FLY
"PUMPING" ASH AND/OR CEMENT TO BE ADMIXED
REPLACED WITH SELECT FILL COMPACTED TO 95% STD. WITH THE 5UBGRADE SOILS SHOULD BE
VVV (n PROCTOR (D G98) * WITHIN ±2% OF OPTIMUM MOISTURE NOTE -5: CONFIRMED BY SPECIFIC LABORATORY
(p
i . THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 1. EACH HOUSE WILL UTILIZE THE STANDARD CURB ROLL -UP WASTE BIN.
EXISTING UTILITIES. AT LEA5T 48-HOUR5 PRIOR TO BEGINNING CONSTRUCTION, THE
/\ /, �•,. \" ,.� / CONTRACTOR SHALL CONTACT DIG TESS@ I-500-344-8377. FOUNDATION * BUILDING CONSTRUCTION:
/� `/ / / / \ / \ / ; \ `/ 2. ALL CON5TRUCTION SHALL BE IN ACCORDANCE WITH CITY OF B/C5 UNIFIED DESIGN 1 FOUNDATION AND BUILDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY OTHERS
/�/: / ✓ / /�, i /'� GUIDELINES AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET AND ARE NOT INCLUDED IN THE5E DOCUMENTS.
3, CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY5
/ l / i STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S DEMOLITION /CONSTRUCTION WASTE:
�jv; j /%�.Ij OFFICE PRIOR TO START.
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION I • CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING,
\'A;. DEMOLITION / CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES / METAL DUMP5TER5
,` DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
/ �' ✓ ; i'� ! j � .\ SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(5) ONLY.
5• LOCATION OF EXISTING BURIED UTILITIE5, WHERE SHOWN, 15 APPROXIMATED ONLY.
j i`,., `,/ `,
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND
DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE
/ i ?. ` / <. \ ✓/\ ` \ / 5 ,
PROTECTING OF ALL BURIED UTILITIES.
CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE5 OF
G. THE PROPOSED BUILDINGS AND ASSOCIATED DIMEN51ONS SHOWN HEREIN WERE
WIND BLOWN LITTER FROM THE PROJECT.
�} ._ j , ; ,:
PROVIDED BY OWNER.
7. PROPERTY 15 CURRENTLY ZONED GENERAL SUBURBAN.
SITE CLEARING AND GRADING:
lv /
8. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE I00 -YEAR FLOOD
I . 51TE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
i `, ` '
HAZARD AREA A5 ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
TOP 501L AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT A
1014 FAIRVIEW `, \ j �C} < ,';.
�% ,/✓ i' />
MAP NUMBER APRIL 2, 2014.
4UND5
LOCATION DESIGNATED BY OWNER.
/.\ 6 /
/ Fj
9 A D8B DESCR PTEON SHOWND REIN WERE PROVIDED BY KERB
THE METES N O
SURVEYING, FEBRUARY 2013.
2. ALL AREAS THAT ARE FOUND TO BE'PUMPING' OR'51NK-HOLES' OR NOT TO BE IN
ORIGINAL UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH
!` i� // ✓}' 5p/,/\/ // j` '' �,,1:" \%; 10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH SELECT FILL, COMPACTED PER PROJECT SPECIFICATIONS.
/�Oj ✓��,, / / ,> A.D.A. (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY
` / / ./ ` / ,/j,\ {%x <. ` STANDARDS) REQUIREMENTS AND STANDARDS. STORM WATER MITIGATION NOTES:
< i i I . CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRA55 RE -GROWTH TO ALL I . CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH
O l ` j ! y / ! j,,! AREAS THAT HAVE BEEN DISTURBED BY CONSTRUCTION. TCEQ PRIOR TO CONSTRUCTION.
/ \�/ : �' ` ~ ' 12. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT 5HALL BE SCREENED FROM
% 2. THE CONTRACTOR 15 RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
°✓ % VIEW OR ISOLATED 50 A5 NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR
�i / }` ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR 5HALL USE ALL MEANS NECESSARY TO
RESIDENTIAL DISTRICT WITH -IN 1 50' OF THE SUBJECT LOT, MEASURED FROM A POINT
FIVE FEET ABOVE GRADE. 5UCH SCREENING SHALL BF
ALL STORM WATER PRODUCED THIS SITE GENERALLY SHEET FLOWS OVER
FROM COORDINATED WITH BUILDING PREVENT THE TRANSPORTATION SEDIMENT FROM THE PROJECT SITE.
LOCATION MAP ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 3.
GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND IS COLLECTED IN THE
SCALE: 1" = 500' 13. THE CONTOURS AND ELEVATIONS SHOWN HEREIN WERE TAKEN FROM CITY HOLLEMAN DRIVE R -O -W WHERE IT ENTERS THE MUNICIPAL DRAINAGE SYSTEM.
CONTOUR DATA DATED 2012.
WATER * 5ANITARY SEWER LOADINGS:
1. WATER DEMAND AND SEWER PRODUCTION FOR 4 HOMES:
RE5IDENTIAL HOMES (4): MINIMUM AVERAGE MAXIMUM
WATER: 2 GPM 8 GPM 32 GPM
SEWER: 2GO GPD 1..040 GPD 2,000 GPD
NUMERICAL LEGEND:
I . 31 L.F. OF G" CURB REHAB (DETAIL ST 1 -0 1)
2. STD, CITY RESIDENTIAL DRIVEWAY (DETAIL 5T2-00)
3. EXISTING G" WATER LINE (DEPTH UNKOWN)
4. STD. DBL WATER SERVICE TAP (DETAIL W2-01)
5. DBL. STD. CITY WATER METER * BOXES.
G. 140 L.F. OF I" PVC PIPE WATER SERVICE LINE.
7. 48 L.F. OF I " TYPE 'K' COPPER TUBING WATER SERVICE
8. 4G L.F. OF 4"m @ 5DR2G ASTM 3034 SAN. 5EWER PIPE @ -1 .0% * CLEAN OUT.
9. 134 L.F. OF 1 "0 PVC PIPE WATER SERVICE LINE.
10. 28 L.F. OF I " TYPE 'K' COPPER TUBING WATER SERVICE PIPE CLEAN OUT.
1 1. 19 L. f. OF G" CURB REHAB (DETAIL 5T 1 -0 1)
12. BENCHMARK: EXISTING 55MH RIM ELEVATION= ±323.33'. F/L=±3 17.73'
13. 51DEWALK RAMP REPAIR (DETAIL 5W3-00)
14. 30 L.F. OF 4"0 SDR 3G ASTM 3034 5AN. 5EWER PIPE @ -1 .0% * CLEAN OUT.
15. PROPOSED 55MH #1 - RIM ELEVATION=±323.50' , INVERT=±318.50'.
I G. PROPOSED 55MH #2 - RIM ELEVATION =±324.00' , INVERT=±3 19.70'.
-�- MATCH DRIVEWAY ELEVATION
17. 147 L.F. G"0 SDR 2G A5TM 3034 SANITARY 5EWER PIPE.
18. 4" Thk. RESIDENTIAL DRIVEWAYS (14'x 2G')
-- #3 BARS @ 12" O.C.B.W. ; 3,000 psi CONCRETE @ 28 DAYS.
19. EX15TING FIRE HYDRANT
20. ER0510N CONTROL: 718 L.F. OF SILT FENCE (DETAIL 5WPP 1-03)
1. 3,000 p51 CONCRETE @ 28 DAY STRENGTH TESTS PERFORMED AT THE TIM OF
2. REBAR SHALL BE GOk5i YIELD STRENGTH CONSTRUCTION.
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
FAIRVIEW SUBDIVISION_
1 BLOCK CONSISTING OF
4 LOTS ON 0.833 ACRES
R -0-W DEDICATION 0.141 ACRES
0.974 ACRE TRACT
CRAWFORD BURNETT LEAGUE, A-7
ZONED R-1
COLLEGE STATION, BRAZOS COUNTY, TEXAS
JANUARY 26, 2015
DEVELOPER SURVEYOR
JC WALL III KERR SURVEYING, LLC
BK HOMES 505 CHURCH AVE.
5839 FOSTER ROAD COLLEGE STATION, TEXAS 77840
BRYAN, TEXAS 77807 (979) 268-0150
GATTISENGINEERING
ENGINEERS + CONSULTANTS
SHEET I OF I FIRM #F-7698 * 2010 Moses Creek Ct. * College Station, Tx. 77845 * (979) 575-5022
GE025002 I INFO@GATTISENGINEERING.COM
1�
l'
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6� Al
SITE LAYOUT
'\ 3 O/ SCALE: 1" = 60'
\
G�
Ste,\ 1 3\ \ \ O
cb• �� ` y
I J
.i V • ' j i � � � ��
328
326
324
322
Mul
IN -FLOW
-1,35010
I
m
/ 0 \ �- � Cp' \ ply. � +III + u = � o
; D� S / acs ° (" F /,, _,,.._ ,_". _ _ . M• _
0 J 8 \ / �V/` OJ Y �0, \. , O : .r ,Q�b, \� II �u 0 Nu z
00 _ ty.
J - Q O -I- 00
1+00
_
w..
/ A\\i' / U
N
uj
' \`< 1/ `Z 0 SANITARY SEWER SERVICE BRANCH PROFILE VIEW
O 4/0 20' 4a
/ �/ O\ 0 (�� I G� O- ✓ 0 '1� j / ��- HORIZONTAL SCALE: 1 " = 20'
°� 0 • s O ' /•', �, ,
70 L.F. OF G"O
@ -1 .0%
m
+1
11
m
L
l,pc 01
/ 'moi 24'
�61) i #3 REBAR @ 1 2" O.C.B.W.
(7� O
i S J 00 14 \Cq 0 /' e0 � a,' . :.+• " i � : P' d
:
a
(... ••. r .. �rti .. v s rCi.T ...asL.. ..yt. ..tq•
,.
... � . ; \ V (�, : t. . !J � tet, ;.4.2 . .•lC v.. • r 'hP .t. . r. S• 1 � ,rY • L• 'I. .1 � S';. ...
Q.
\ �V/s \ 15 �i" ' ;, /'j \�, \\ / /�\/ G" THICK STABILIZED 5UBGRADE
x 010 SINCE THE TYPES OF SOILS V RY, THE
12 �Uj P O UNDISTURBED 5UBGRADE RECOMMENDED PERCENTAGE ��! F LIME, FLY
/ DBE
�• REPLACED WITH SELECT FILL COMPACTED TO 95% STD. ILS 5f1
O S ° WEAK OR "PUMPING" AREAS MUST BE REMOVED AND WITH
CEMENT TO BE ADMIXED
ASH AND/OR CE
� _-_� / / k /; �� �j _ O H THE SUBGRADE SO iOUL
SG/ \� / �/ WITHIN 2% OF OPTIMUM MOISTURE
� � , �," PROCTOR (D G98) ± NOTES: CONFIRMED BY SPECIFIC LA13C IRATORY
�n�, ��� \ 'v
1. 3,000 psi CONCRETE @ 28 DAY 5TRENGTH TESTS PERFORMED AT THE TI E OF
GO�� y� / O V 6 6S 2. REBAR SHALL BE GOksi YIELD STRENGTH
\/ CONSTRUCTION.
_3
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C
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cl�\c� 0001;';< O 7
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t \
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GENERAL NOTES: SOLID WASTE D15PO5AL:
OPE
I .
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
I EACH HOUSE WILL UTILIZE THE STANDARD CURB ROLL -UP WASTE BIN.
PROPERTY LINES
T / i` '~\ `' \ \
EXISTING UTILITIES. AT LEAST 48-HOUR5 PRIOR TO BEGINNING CONSTRUCTION, THE
.
\
MAP NUMBER 4804 1 C0305F, DATED APRIL 2, 2014.
CONTRACTOR SHALL CONTACT DIG TES5@ 1-800-344-8377.
FOUNDATION * BUILDING CONSTRUCTION:
� � �! / ! ! `.\�'
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF B/C5 UNIFIED DESIGN
1. FOUNDATION AND BUILDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY OTHERS.
� /•�;� ,
SURVEYING, FEBRUARY 2013.
GUIDELINES AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET
AND ARE NOT INCLUDED IN THESE DOCUMENTS.
3,
CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'5
--
EROSION CONTROL SILT FENCE
STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEERS
DEMOLITION / CONjTRUCTION WASTE:
"�
I�L191/ " �l �/ } '
4.
OFFICE PRIOR TO START.
THE CONTRACTOR 15 RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION
I • CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING,
METAL DUMP5TERS
\ , % ,
\ y; \\v�/ % j ' •' /! %
DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
DEMOLITION /CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES /
\ j
\ r�/( / 1 j ; �, \// \ i
5,
LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY.
SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTORS) ONLY.
' �" \\ \ " ` '\,/ j`*✓ !"`" \ !/ ;'
f
\jam
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER
�. \\ \ ✓ / •.! \ j i ,
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND
DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE
PROTECTING OF ALL BURIED UTILITIES.
CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCES OF
\.,
G.
THE PROPOSED BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE
WIND BLOWN LITTER FROM THE PROJECT.
F \ !" ``✓
PROVIDED 13YOWNER,
TYEDNEUUBAN
U
SITE CLEARING AND GRADING:
l!/ ''' ,' / S 10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH
SELECT FILL, COMPACTED PER PROJECT SPECIFICATIONS.
\ ��p� \\ •.,/! �`'�/ j/ \jj jj i 1 A.D.A. (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STORM WATER MITIGATION NOTES:
! < STANDARDS) REQUIREMENTS AND STANDARDS.
, 1 1. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRA55 RE -GROWTH TO ALL I . CONTRACTOR/OWNER 15 RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH
AREAS THAT HAVE BEEN DISTURBED BY CONSTRUCTION. TCEQ PRIOR TO CONSTRUCTION.
, l !' • . /' ,` ,
12, ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM 2 THE CONTRACTOR fS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
\ / \ % l/ !!'`'\. J/ VIEW OR ISOLATED SO A5 NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR ASSOCIATED WITH THI5 PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
%' •' RESIDENTIAL DISTRICT WITH -IN 1 50' OF THE SUBJECT LOT, MEASURED FROM A POINT
PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING 3 ALL STORM WATER PRODUCED FROM THIS 51TE GENERALLY SHEET FLOWS OVER
LOCATION MAP ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND 15 COLLECTED IN THE
SCALE: 1" = 500' 13. THE CONTOURS AND ELEVATIONS SHOWN HEREIN WERE TAKEN FROM CITY HOLLEMAN DRIVE R -O -W WHERE IT ENTERS THE MUNICIPAL DRAINAGE SYSTEM.
CONTOUR DATA DATED 2012.
WATER * SANITARY SEWER LOADINGS:
1. WATER DEMAND AND SEWER PRODUCTION FOR 4 HOMES:
RESIDENTIAL HOMES (4): MINIMUM AVERAGE MAXIMUM
WATER: 2 GPM 8 GPM 32 GPM
SEWER: 2GO GPD 1 ,040 GPD 2,000 GPD
NUMERICAL LEGEND:
I . 31 L.F. OF G" CURB REHAB (DETAIL 5T 1 -0 1)
2. STD. CITY RESIDENTIAL DRIVEWAY (DETAIL 5T2-00)
3. EX15TING G" WATER LINE (DEPTH UNKOWN)
4. STD. DBL WATER SERVICE TAP (DETAIL W2-01)
5. DBL. STD. CITY WATER METER $ BOXES.
G. 140 L.F. OF I" PVC PIPE WATER SERVICE LINE.
7. 48 L.F. OF I " TYPE 'K' COPPER TUBING WATER SERVICE
8, 4G L.F. OF 4"O @ 5DR2G ASTM 3034 SAN. SEWER PIPE @ -1 .0% � CLEAN OUT.
9. 134 L.F. OF 1 "O PVC PIPE WATER SERVICE LINE.
10. 28 L.F. OF I " TYPE 'K' COPPER TUBING WATER SERVICE PIPE* CLEAN OUT.
1 1. 19 L.F. OF G" CURB REHAB (DETAIL ST 1 -0 1)
12. BENCHMARK: EXISTING 55MH RIM ELEVATION= ±323.33'. F/L=±3 17.73'
13. 51DEWALK RAMP REPAIR (DETAIL 5W3-00)
14. 30 L.F. OF 4`0 SDR 3G ASTM 3034 SAN. SEWER PIPE @ -1 .0% * CLEAN OUT.
15. PROPOSED 55MH #I - RIM ELEVATION= ±323.50', INVERT= ±318.50'.
1 G. PROPOSED 55MH #2 - RIM ELEVATION= ±324.00' , INVERT=±319.70'.
-- MATCH DRIVEWAY ELEVATION
17. 147 L.F. 00 SDR 2G A5TM 3034 SANITARY SEWER PIPE.
18. 4 Thk. RESIDENTIAL DRIVEWAYS (14' x 2G')
! #3 BARS @ 12" O.C.B.W. ; 3,000 psi CONCRETE @ 28 DAYS.
19. EXISTING FIRE HYDRANT.
20. EROSION CONTROL: 718 L.F. OF SILT FENCE (DETAIL 5WPP 1-03)
328
4'0P i' '" ` ;`•.' % `' !\,/`j \ ' '
8. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 YEAR FLOOD
I . SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
PROPERTY LINES
T / i` '~\ `' \ \
HAZARD AREA AS E5TABL15HED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
TOP SOIL AND ORGANIC MATERIAL, TOP 501L SHALL BE STOCKPILED ON-SITE AT A
MAP NUMBER 4804 1 C0305F, DATED APRIL 2, 2014.
LOCATION DESIGNATED BY OWNER.
9. THE METES AND BOUNDS DESCRIPTION SHOWN HEREIN WERE PROVIDED BY KERR
2. ALL AREAS THAT ARE FOUND TO BE'PUMPING' OR'51NK-HOLES' OR NOT TO BE IN
GS
EXISTING G" SEWER LINE
SURVEYING, FEBRUARY 2013.
ORIGINAL UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH
l!/ ''' ,' / S 10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH
SELECT FILL, COMPACTED PER PROJECT SPECIFICATIONS.
\ ��p� \\ •.,/! �`'�/ j/ \jj jj i 1 A.D.A. (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STORM WATER MITIGATION NOTES:
! < STANDARDS) REQUIREMENTS AND STANDARDS.
, 1 1. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRA55 RE -GROWTH TO ALL I . CONTRACTOR/OWNER 15 RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH
AREAS THAT HAVE BEEN DISTURBED BY CONSTRUCTION. TCEQ PRIOR TO CONSTRUCTION.
, l !' • . /' ,` ,
12, ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM 2 THE CONTRACTOR fS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
\ / \ % l/ !!'`'\. J/ VIEW OR ISOLATED SO A5 NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR ASSOCIATED WITH THI5 PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
%' •' RESIDENTIAL DISTRICT WITH -IN 1 50' OF THE SUBJECT LOT, MEASURED FROM A POINT
PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING 3 ALL STORM WATER PRODUCED FROM THIS 51TE GENERALLY SHEET FLOWS OVER
LOCATION MAP ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND 15 COLLECTED IN THE
SCALE: 1" = 500' 13. THE CONTOURS AND ELEVATIONS SHOWN HEREIN WERE TAKEN FROM CITY HOLLEMAN DRIVE R -O -W WHERE IT ENTERS THE MUNICIPAL DRAINAGE SYSTEM.
CONTOUR DATA DATED 2012.
WATER * SANITARY SEWER LOADINGS:
1. WATER DEMAND AND SEWER PRODUCTION FOR 4 HOMES:
RESIDENTIAL HOMES (4): MINIMUM AVERAGE MAXIMUM
WATER: 2 GPM 8 GPM 32 GPM
SEWER: 2GO GPD 1 ,040 GPD 2,000 GPD
NUMERICAL LEGEND:
I . 31 L.F. OF G" CURB REHAB (DETAIL 5T 1 -0 1)
2. STD. CITY RESIDENTIAL DRIVEWAY (DETAIL 5T2-00)
3. EX15TING G" WATER LINE (DEPTH UNKOWN)
4. STD. DBL WATER SERVICE TAP (DETAIL W2-01)
5. DBL. STD. CITY WATER METER $ BOXES.
G. 140 L.F. OF I" PVC PIPE WATER SERVICE LINE.
7. 48 L.F. OF I " TYPE 'K' COPPER TUBING WATER SERVICE
8, 4G L.F. OF 4"O @ 5DR2G ASTM 3034 SAN. SEWER PIPE @ -1 .0% � CLEAN OUT.
9. 134 L.F. OF 1 "O PVC PIPE WATER SERVICE LINE.
10. 28 L.F. OF I " TYPE 'K' COPPER TUBING WATER SERVICE PIPE* CLEAN OUT.
1 1. 19 L.F. OF G" CURB REHAB (DETAIL ST 1 -0 1)
12. BENCHMARK: EXISTING 55MH RIM ELEVATION= ±323.33'. F/L=±3 17.73'
13. 51DEWALK RAMP REPAIR (DETAIL 5W3-00)
14. 30 L.F. OF 4`0 SDR 3G ASTM 3034 SAN. SEWER PIPE @ -1 .0% * CLEAN OUT.
15. PROPOSED 55MH #I - RIM ELEVATION= ±323.50', INVERT= ±318.50'.
1 G. PROPOSED 55MH #2 - RIM ELEVATION= ±324.00' , INVERT=±319.70'.
-- MATCH DRIVEWAY ELEVATION
17. 147 L.F. 00 SDR 2G A5TM 3034 SANITARY SEWER PIPE.
18. 4 Thk. RESIDENTIAL DRIVEWAYS (14' x 2G')
! #3 BARS @ 12" O.C.B.W. ; 3,000 psi CONCRETE @ 28 DAYS.
19. EXISTING FIRE HYDRANT.
20. EROSION CONTROL: 718 L.F. OF SILT FENCE (DETAIL 5WPP 1-03)
328
LEGEND
- - -� - - -
PROPERTY LINES
-----
LOT LINES / R -O -W LINES
-
EASEMENT LINE
BUILDING 5ET BACK LINE
326
GS
EXISTING G" SEWER LINE
2W
EXISTING 2" WATER
G5
PROPOSED G" SEWER LINE
--
EROSION CONTROL SILT FENCE
P.U.E.
PUBLIC UTILITY EASEMENT
324
O
PROPERTY CORNER
TYPICAL DOUBLE
CCC
WATER SERVICE TAP
TYPICAL SANITARY SEWER
SERVICE LINE * CLEAN-OUT
322
COMMON ACCE55 EASEMENT
320
w7
316
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
1
BLOCKPRELIMINA PLA
NOT FOR RECORD
FAIRVIEW SUBDIVISION_
1 • OF
4 LOTS ON 0.833
DEDICATIONi
.141 ACRES
0.974
ACRE
R R 1
ZONEDMFORD BURNETT LEAGUE, A-7
• STATION, i • COUNTY,
JANUARY •
, 2015
LNIAT-M-01 ;a iil
SURVEYOR
JC WALL III KERR SURVEYING, LLC
BK HOMES 505 CHURCH AVE.
5839 FOSTER ROAD COLLEGE STATION, TEXAS 77840
BRYAN, TEXAS 77807 (979) 268-0150
GATTISENGINEERING
ENGINEERS # CONSULTANTS
T 1 OF 1 FIRM #F-7698 * 2010 Moses Creek Ct. * College Station, Tx. 77845 * (979) 575-5022,',
25002 1 INFO@GATTISENGINEERING.COM
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328
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SCALE: 1" = 60'
I PROPERTY LINES
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z
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326 INE
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��_ �- .._ __ EROSION CONTROL SILT FENCE.
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VV
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324
3 PROPERTY CORNER
�'� �I �j�% A. TYPICAL DOUBLE
O ., \,�i___M....
3 WATER SERVICE TAP
%
_ TYPICAL SANITARY SEWER
.,_,_,_...__ SERVICE LINE � CLEAN-OUT
I 4' MIN. '
322
322
Q z
COVER COMMON ACCESS EASEMENT
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320
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"
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` WEAK OR PUMPING
UNDISTURBED
AREAS MUST BE
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MS Nyr
•T"L .f.t�-1 o,yM7v . �C• fb'k •:�".r it ry V . •J 1 'C1 .t -
� II
6 THICK STABILIZED SUBGRADE
SUBGRADE
RECOMMENDED PERCENTAGE SINCE THE TYPES OOr YLIME, FLY
REMOVED AND
`. -\
♦
/ k ,
- 6 //{ / T ,.
�y� (� / /
V �.Q 14 / �'. ;"6 6S 0+00
O
/,�
t� , Q REPLACED WITH SELECT
PROCTOR (D 698)
�"'
FILL COMPACTED
WITHIN ±2% OF OPTIMUM
ASH AND/OR CEMENT TO BE ADMIXED
TO 95% STD. NOTES: WITH T E 5UBY SPDDE 50ILL5A SHOULDOiBE
MOISTURE RATORY
1. 3,000 psi CONCRETE @ 28 DAY STRENGTH TESTS PERFORMED AT THE TIM OF
li
(off
0+37
Q
2. REBAR SHALL BE 60k51 YIELD STRENGTH CONSTRUCTION.
-�\
\ I
♦ JAS, �O // / - �` co`�
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
CT."\
• lo�e
c_
PRELIMINA PLANI
:
♦
OT FOR RECORD
I
EAIR�VIEW SUBDIVISION
BLOCK CONSISTING OF
\
4 LOTS ON 0.833 ACRES
GENERAL NOTES: SOLID WASTE DISPOSAL:
WATER � SANITARY SEWER LOADINGS:
R -0-W DEDICATION 0.141 ACRES
�
I .
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE I • EACH HOUSE WILL UTILIZE THE STANDARD CURB ROLL -UP WASTE BIN.
1. WATER DEMAND AND SEWER PRODUCTION FOR 4 HOMES:
\t,,,�
/%,\l,` ,�/, j. 3\.�{;
j< / / \-, / \\ / ,, �/ 2.
/,'^> i/ / .. ✓ /%\. ; / '> /` ✓
CONTRACTOR SHALL CONTACT DIG TE55@ 1-800-344-8377. FOUNDATION * BUILDING CONSTRUCTION: RESIDENTIAL HOMES (4): MINIMUM AVERAGE MAXIMUM
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF B/C5 UNIFIED DE51GN
GUIDELINES AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET I . FOUNDATION AND BUILDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY OTHERS. WATER: 2 GPM 8 GPM 32 GPM
SEWER: 260 GPD I GPD 2,000 GPD
O 974 ACRE TRACT
■
/ j </ j / / \ '/ i:; ✓\ / '' / - `% / 3•
;%
CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S AND ARE NOT INCLUDED IN THESE DOCUMENTS.
STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S DEMOLITION /CONSTRUCTION WASTE:
OFFICE PRIOR TO START.
,040
NUMERICAL LEGEND:
C RAWFO RD BURN ETT LEAGUE, A-7
, ;
/` \ //�N /T / \`•� / �4/ /, 4•
�, /1>1""
\` \``// pin/ �,
THE CONTRACTOR 15 RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION I . CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING,
DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. DEMOLITION / CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES / METAL DUMPSTERS
I • 3 I L.F. OF 6" CURB REHAB (DETAIL ST I -O i )
2. STD. CITY RESIDENTIAL DRIVEWAY (DETAIL ST2-00)
f
`ON ED R-1
ZONED
/l `•.,:` \.` ; \,% % \ j".. 5.
i \.., / ;
` % `� `• \ U / < `
LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY, SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(5) ONLY.
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER
3. EXISTING 6" WATER LINE (DEPTH UNKOWN)
4. STD. DBL WATER SERVICE TAP (DETAIL W2-0 I)
/'1 , AL V
COLLEGESTATION, TION B R AOS COUNTY TEXAS
/ �/ /\�, / "
! ! '\ //` \ //�`- ✓�%.� / ,' \
6,
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THI5 PROJECT. THE
PROTECTING OF ALL BURIED UTILITIES. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCES OF
THE PROPOSED BUILDINGS AND ASSOCIATED DIMEN51ON5 SHOWN HEREIN WERE WIND BLOWN LITTER FROM THE PROJECT.
5. DBL. STD. CITY WATER METER $ BOXES.
G. 140 L.F. OF I"PVC PIPE WATER SERVICE LINE.
'K'
JANUARY �V �O� J
7.
\, O / / •, / \i %/ T, ` i .-
PROVIDED BY OWNER.
PROPERTY 15 CURRENTLY ZONED GENERAL SUBURBAN. SITE CLEARING AND GRADING:
7. 48 L.F. OF I "TYPE COPPER TUBING WATER SERVICE
8. 46 L.F. OF 4"0 @ 5DR26 ASTM 3034 SAN. SEWER PIPE @ - I .0% CLEAN OUT.
9. 134 L.F- OF 1 "O PVC PIPE WATER SERVICE LINE.
. \ , , 8.
` 10 14 FAIRVIEW ` ' !\; / cam, `' \`
THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD I . SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY: TOP 501L AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT A
MAP NUMBER 4804 1 C0305F, DATED APRIL 2, 2014. LOCATION DESIGNATED BY OWNER.
10. 28 L.F. OF I " TYPE 'K' COPPER TUBING WATER SERVICE PIPE CLEAN OUT.
I I . i 9 L.F. OF 6" CURB REHAB (DETAIL STI -0 I)
SURVEYOR
-�\`
/ / �P! `. 9.
/ '� /. �" p`
`/` / ';0�/^ ; ` `
��./�
THE METES AND BOUNDS DESCRIPTION SHOWN HEREIN WERE PROVIDED BY KERR 2. ALL AREAS THAT ARE FOUND TO BE 'PUMPING' OR'SINK-HOLES' OR NOT TO BE IN
SURVEYING, FEBRUARY 201 3. ORIGINAL UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH
12. BENCHMARK: EXISTING SSMH RIM ELEVATION= ±323.33', F/L=±3 17.73'
1 3. 51DEWALK RAMP REPAIR (DETAIL 5W3-00)
14. 30 L.P.OF 4"Q SDR 36 ASTM 3034 SAN. SEWER PIPE I CLEAN OUT.
@
�/
DEVELOPER
ELOPER
JC WALL III KERR SURVEYING, LLC
,\ \ \J / %^�, \l 10.
f i
\'\ `\ �O>4`'f I` /` �� \;' ,,\`
/•
/�P�, `., /�/� / ��\//\ �\% j l `'•
ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH SELECT FILL, COMPACTED PER PROJECT SPECIFICATIONS.
A.D.A. (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY
STANDARDS) REQUIREMENTS AND STANDARDS. STORM WATER MITIGATION NOTES:
.O%
15. PROPOSED SSMH # I -RIM ELEVATION=±323.50' ,INVERT_±3 18.50'.
I6. PROPOSED SSMH #2 -RIM ELEVATION= ±324.001 ,INVERT -±319.70'.
505 CHURCH AVE.
BK HOMES
COLLEGE STATION, TEXAS 77840
5839 FOSTER ROAD
\ I
, 12.
% �•.. ''`_, ` `'/ \ i i' ' %'' ✓
. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL I . CONTRACTOR/OWNER I5 RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH
AREAS THAT HAVE BEEN DISTURBED BY CONSTRUCTION. TCEO PRIOR TO CONSTRUCTION.
ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
MATCH DRIVEWAY ELEVATION
17. 147 L.F. 6"O SDR 26 ASTM 3034 SANITARY SEWER PIPE.
18. 4" Thk. RESIDENTIAL DRIVEWAYS (14'x 26')
BRYAN, TEXAS 77807 (979) 268-0150
;'l
VIEW OR ISOLATED SO A5 NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR
RESIDENTIAL DISTRICT WITHIN I O E THE SUBJECT LOT, MEASURED FROM A POINT PREVENT A55THD WITH TH1 PROJECT.MEAN5 NECESSARY TO E.1
OF SEDT CONTRACTOR NTFROM HE PROJECT ALL
-� #3 BARS @ 12" O.C.B.W. ; 3,000 psi CONCRETE @ 28 DAYS.
5. EXISTING FIRE HYDRANT
GATT I S E N GINEERING
LOCATION MAP
SCALE: 1" = 500' 13.
FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 3. ALL STORM WATER PRODUCED FROM THI5 SITE GENERALLY SHEET FLOWS OVER
GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND IS COLLECTED IN THE
THE CONTOURS AND ELEVATIONS SHOWN HEREIN WERE TAKEN FROM CITY HOLLEMAN DRIVE R -O -W WHERE IT ENTERS THE MUNICIPAL DRAINAGE SYSTEM.
20. EROSION CONTROL: 718 L -F. OF SILT FENCE (DETAIL 5WPP 1-03)
ENGINEERS CONSULTANTS
FIRM #F-7698 2010 Moses Creek Ct. College Station, Tx. (979) 575-5022
CONTOUR DATA DATED 20 12.
77845
SHEET 1 OF 1
INFO@GATTiSENGINEERING.COM
11 GE025002
it
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