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Scale = 1: 118 (Feet)
1 S45 0 45 51 "E273.63 7 N 21° 44' 9" E 47.56
2 S 68° 15' 51" E 97.83 8 N 68° 15' 51" W 3.99
3 S 45° 45' 51" E 226.11 9 N 45° 45' 51" W 276.75
4 S 44° 14' 9" W 137.48 10 N 44° 45' 39" E 15
5 N45 °45'51 "W249
6 N 45' 51" W 60.28
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Scale = 1: 113 (Feet)
1 S 44° 15' 30" E 294.26 5 N 45° 45' 51" W 227.78
2 S 68° 15' 51" E 78.84 6 N 45' 51" W 51.08
3 S45 °45'51 "E208.13 7 N21 °44'9 "E44.58
4 S 44° 14' 9" W 107.48
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Scale = 1: 160 (Feet)
1 N44 0 45 39 "E268.96 5 N44 0 14'9 "E20
2 S 45° 47' 15" E 640.29 6 N 45° 45' 51" W 543.44
3 S 43° 38' 17" W 289.2
4 N 45° 45' 51" W 102.33
1 /--,2
,:y -MAP - NOT TO SCALE
. , POND - . \. o f i l n
n S nx LANDSCAPING ANALYSIS (,(,��
ELEV. 312.1 LANDSCAPING PTS. REQUIRED
1
—20'-- LOT 2A AREA 22C0 S.F.
--
COMMON AREA 4 S.F.
TOTAL AREA 266,043 S.F' .1
\\ LANDSCAPING, 266.04X30: t 7,980 PNTS
R j� t( STREETSCAPE FRONTAGE:
S.' y � W V(ay.) t I1C LOT 2A 329 L.F.
_-
COMMON AREA 60
5 �P- rC.Ck Q� _ - LESS LUTHER DR. (28)
P �1? t.[} �'. -- _.eu t 2 i` TOTAL FRONTAGE 361 L.F.
a ) (4 to STREETSCAPE, 361X300/50 2,166 PNTS
_ - . TOTAL POINTS REQUIRED 10,146 PNTS
9 _ CED? 1- M . _ . X - ISO - __ . _ 5 0 _ M{NiMUM CANOPY TREES. 9,341 /(2X300), 17
11 OF THESE CANOPY TREES (OR 2 NON- CANOPY) SHALL
. _alo - Ya •a potl_ i_cf - 4yze.__ a (, K q O __ .______ LQ. Lt O. _ - BE PLANED WITHIN 50' OF LUTHER DRIVE R.O.W.
_011- . S Ke u ps _ - _aI X __ 10 o2 LANDSCAPING PROVIDED (ALL NEW)
LIVE OAK. CONTAINERIZED, 3.5" CAL. 10X300 3,000 Q
1- LI ye K .__ -- . I x 150 / 5o (OUERCUS VIRGINIA)
_._ -_.— ELM, CONTAINERIZED 3.2" CAL., 23X150 3,450 El
rf (ULMUS CRASSIFOLIA
_ _. (6 0 TREE YAUPONAREE CRAPE MYRTLE, 5', 74X40 2,960
-... --- --- (ILEX VOMIT / LAGERSTROEMIA INDICA)
•
DWARF YAUPON /NANDtNA /LIGUSTRUMNS, 256X 10 , - - • @ . TOTAL- P1-.. ___ f - -- _1-
_ -_ . — _
TOTAL POINTS PROVIDED 11,970
_ . 1 1 A CONSUMPTION
DOMESTIC USE (GPM)
J i- C.RA ?F /yolufoV _lo?)( yv - 024260 - -_ n1NIMUM ,,
,R - S h ra bs MAXIML*A 38.9
? r IRRIGATION USE (GPM)
-- - - -- - - 10 200 \ 80% OF DOMESTIC WATER CONSUMPTION.
j - / IAINIMUM E 0
AV
ERAGE 9.0
ti
SANITARY SEWER DEMAND
90% OF DOMESTIC WATER CONSUMPTION,
MINIMUM 0
AVERAGE 14,400 GPI)
MAXIMUM 50,400 GPO
"° PARKING ANALYSIS
s
3 ; - NUMBER OF DUPLEX BUILDINGS 20
NUMBER OF DWEWNG UNITS 40
ryti� NUMBER OF BEDROOMS, 3X40 120
• , / PKG. SPC. REQUIRED
PARKING SPACES PROVIDED 120
HANDICAPP SPACES REQUIRED 3
126
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a.ic (x)MM I SS I ON £XP I RES I N AND FOR HARRIS COUNTY BARBARA CAA1iN0 ti
JTY s•. V Notary Public Stile o' Texas 1 —
• N45'45'51" N44'14'20"E 499.1
• • • j 20.00' . N4.4.•45'39- "E 624,18'
Q N44'45'39 "E 185.25'
60.00' Q 50.00' 328.9.3'
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ILOT 3A'
Q N I. 1 9.1184 ACRES
To z LOT 2A
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5.160 ACRES
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1 N8.3'00'! 42'W
• V 2.142 ACRE ,y . it ' k 3 g "�
? � RIGHT-01"— WAY EASEMENT 3
N4N48'3� "E CITY OF BRYAN 5 3 19 �� 5�� �,yb�
0.31 11 VOL. 2970, PG. 163 C Sa491 -- Cf xr C7
108.75'
t 544'48'55 "WJ
69.81'
:� •� O_ == Q,�. N43'38'17 "E 329.21'
N 3'7a"'�
v; 60.00' 1
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z LOT 1A �' _,
5.607 ACRES .
•
1 .172 ACRE
!RIGHT —OF — WAY EASEMENT
CITY OF BRYAN
� VOL. 2970, PG. 157 . j
• I _
L.
10' P.UBUC IUTIUTY EASEMENT — — B85
I 439.
B' 43"W 227.54' S43'38'17 "W 1324.75'
HA.JRY GORZYCKI it'
I:ALU�N POND ry, Pr 186N,;- ,r c��2 VOL. 669,
21.69 A
CURVE TA BLE
IRg lI /&rc Length . Chord Length C grs1 Be rina
859.05 612.66 599.76 S24'03'24 "W
20..- 00 35.58 31.07 554'35'41'W .
`-: 20.00 25.13 23.51 539'06'38 "E
85 34.82 34.81 504'29'29 "E
Y' i 73.00 50.42 49.48 313'43'54'W
2000 34.47 3J.36 38271'48'W GENERAL NOTES:
-7129.00 167.88 158.28 356'43'00 "W
1. THE PROPOSED RESUBDIVISIONI IS 52 015 ACRES IN SIZE AN!
2. AQCORDTHI PR(1PFR FLOOD IS D MAP
EROSION CONTROL
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL
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 WAY, WATER COURSES AND ADJACENT PROPERTY.
TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING 'BARRIER ALONG
THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE AND
ACCORDING TO THE DETAIL SHOWN ON SHEET 10.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A CONSTRUCTION
ENTRANCE A MINIMUM OF 50' LONG BY A MINIMUM OF 12' WIDE CONSISTING
OF ROCK- RUBBLE WITH PIECES 1-1/2" TO 3-1/2" IN DIAMETER, A
MINIMUM OF 6" DEEP. SHOULD THE CONTRACTOR USE ANOTHER ENTRANCE
HE SHALL BE REQUIRED TO INSTALL A CONSTRUCTION ENTRANCE AT EACH
ADDITIONAL ENTRY POINT WHERE MUD IS TRACKED ONTO CITY STREETS.
3. ALL STORM DRAINAGE INLETS WILL BE PROTECTED DURING CONSTRUCTION
FROM RUNOFF SEDIMENTATION BY A 6" HIGH BARRIER MADE UP OF 20 lb
HAY FILLED BURLAP BAGS (OR EQUIVAENT BARRIER).
/
5%
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sa• 2 0 PR(
EXIST ' MH-
INL
ta'R
FF =318.5 rn'•
LEGEND 1 %315.75 o
a4 REBAR X 12" OC
Q : v n BOTH WAYS
4•
q CONCRETE SLAB
d 6" THICK
.a
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d
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DRIVEV�AY SURFACE
TO BE USED FOR LUTHER VILLAGE DRIVE
AS WELL AS PARKING AREAS
X-FM
X -FM
1R =IRON ROD N F Q \� 6 0 0
IP = IRON PIPE TEXAS A�tM UNIVERSITY °° . DETA, v,/ s
CM = CONCRETE MARKER UNPLATTED ` SHEET \ P KG. (ryp.) SP
(TYP.)sP �,.� 1 9
MOC =MARK ON CONCRETE 49/340 ®® eo ��o• O FF =3t ®/ 8" wrE
// ® o
S = SET q O ��
F = FOUND �s ti° p 1 - STORY _ / ♦ o BRICK FP =FENCE POST g' a ;d y ° s FF�F \ 0 0 s SO Q• 2 897 SF 6� /' �' I
FC = FENCE CORNER �� �- / ti °r O� h ti u ♦; \
ROW RIGHT OF WAY
BB = BACK TO BACK OF CURB (�. �(� /� ° • '?
BL = BUILDING LINE �i j a �'h \ Op p / FF =318.5 ®♦ R -5 ZONING
PUE = PUBLIC UTILITY EASMT. Y e �" / / ♦\ yt °' O 2-
EE = ELECTRICAL EASEMENT �`'y P� \6 O / ® B
1, s
DE = DRAINAGE EASEMENT /tea `'s / �' `? ° T'A
/� °�\ �o ♦ 7ETENTION POND X- SECTION A -A
1 ?
AE ACCESS EASEMENT Je 0 6, ♦ •..o• \ Op 9 D s ♦ b�� -
P AE = PARKING /ACCESS EASMT. c �� �' •! p l U
EM = ELECTRIC METER a ry %P - ' ati ®♦ N/F -- - - - - - -- -- - - -- - --
ET = ELECTRIC TRANSFORMER 318
1 \ ' •F\ ?�
E = ELECTRICAL OHO BO CORP ELEV. 317.0
PP = POWER POLE p O p ♦ \; 317 - - - -- -- -- _ - -
\ FH 6 9.184 ACR. EXIST
0� � \AGF ( i� �p CURB 0 317x0 T ® ♦ LP = LIGHT POLE MH = MANHOLE . ®- 3 f. 316
y� ♦ � 3
CO = CLEAN OUT , /, !B ® , ``° t 3 1
W
WATER_
WM = WATER METER g' ,. ® � ® 0 y�. <
q A
{�, y � ® ♦ p , 3A - - _.. - -- - -- - 314
WV = WATER VALVE :1 \ 6 ♦ e / 1 ®/ \ Q 7
SS = SANITARY SEWER "45 ♦ FF =3 8.5 �c O 3t 7.�r \' s'v (J - - - - -- -- - --
FH = FIRE HYDRANT 1 f '� / �`� O s O ® 313 _ -- -, - - -- - - -
H -A4 PROP. ��o MELROSE SUBDIVISON 1�
GM = GAS METER 4'1 O 3I �/ o \t 1 1 0 00 ®oo FF =318.5 MH -B1 - - -- - -POND _ _ 312
� �`
TB = TELEPHONE PEDESTAL 7 ` ® / y a\ �,• � ,s.t ,� 3020 /
89 ELEV. 312 ELEV 312.0
TV = C ABLE N ® � � � \ / O \ ° 6 �p �,, .0
--�\ y' - - -- - - - 31 8 - -- - -
AC = AIR CONDITIONER / r - \ \ Q+ // / p 316.3+ ;' tL S -
OH = OVERHANG 0 / _ "\ \�- p O 0 O \
EOP =EDGE OF PAVEMENT � // -\ \ ♦ \; \ LF . +,. ®` ��l ° • ® � EL Fc R - 20'-
BOC - BACK OF CURB 1 5
PE = PEDESTRIAN ACCESS // /���� \ \ ` ` \ \ FsT 6 _ y O / �° ` • e D O
( M) = MEASURED o e` . I r � �( ��� \\ \\ \\ / °o �` Q FF =318.0 31 / o '� ®• ?> �o
( R) = RECORDED I `� \ ♦ �. i s 56.78'12 E y ' moo. O
/ \\ ` \ \\ G ` '� I / 77.0 r
% =91.7 3 7' \\ �Q fF -319.0 li1(^ 6+ , IN
Is, / p 0 =21.69' S
STE
s /' X00 c1 LST
p 6 e �. ® \
S . 58 E /,f
6 - 'r.
r=50
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NOTES: / \' \\ y 5 S ti \\ \ \ \\ \ \\� - pa Rc5 \ O 2A � ) , ms �®
s
1, ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED AND ALL C�LLS \ u' \
ARE MEASURED CALLS. �\ \� 6 \ N F J �TF \ O LID
2. ALL INFRASTRUCTURE WITHIN THE SUBDIVISION IS PROPOSED EXCEPT AS NOTED. ��\� \ \ \ "'r ` ` \ ` o � �
' , \ z� \ \ 'i \ 5 1 / IS ® AGS INVES EN L.
4. TOTAL AREA = 6.1075 ACRES \,� \ \'o �� a ,� Ff= t8.o 6 AC ® ® \
5. THIS PROPERTY DOES NOT LIE WITHIN AN IDENTIFIED 100 -YR FLOOD °s \ \ y�� \ ce ;•, ®
- _ \ y 1' �\ O \ i �dt ye
316.0 Q EX ST. v GRA IN "� 256
, 4 1
PLAIN ACCORDING TO FEMA MAP No. 48041C 0182C, DATED JULY 2, 1992 \,'� \ r \ \ \ F o ff. DETa 1 O / 1 / B ey•. , r • �o , O o
6. BEARING SOURCE IS REPLAT OF MELROSE SUBDIVISION RECORDED IN \'��, s \ \ t , NLET., �� 'p EET \ .(/ �� F`� ' e/A O� °'
VOL. 3020, PG. 89, OFFICIAL RECORDS, BRAZOS COUNTY, TEXAS. 315.0 \ \ F T>r 9 +31 .o
7. REQUIRED PARKING SPACES ARE CALCULATED ON A ONE CAR PER BEDROOM BASIS.
8. BOUNDARY CORNERS ARE MARKED WITH 1/2" IRON RODS. Low
9. SITE BENCHMARK IS TOP OF NORTH CORNER OF EXISTING CONC. INLET ELEV. 315.71.
•S•. � � 6 O � � 1 ®�' .• • ' .
10. \ 1. I � SHEET
PRIMARY BENCHMARK IS NORTH RIM OF MH LOCATED OUTSIDE THE SOUTHEAST LINE °�, F NoE '�,F 6 ®' !, 1 ® y ®•. `s • 12
OF �o•' . 10
OF LOT 1A, BLOCK 1, REPLAT OF MELROSE SUBDIVISION, ELEV. 318.71. x ��1xisT4�� • e�S �l \ �` \8 , Ff =318.0 9 ®' \ ® N ° oDM .�
1 1.'SANiTARY SEWER SYSTEM, INCLUDING LIFT STATION, IS PRIVATE. DESIGN OF LIFT s �p �/ �P��✓ �' ®` r I O•
STATION SHALL BE SUBMITTED BY SUPPLIER. u o�F\ L ^ ``.•
12. IRRIGATION SHALL BE BY SPRINKLER. PLAN SHALL BE SUBMITTED BY OTHERS WEIR STR
IRRIGATION MUST BE APPROVED PRIOR TO ISSUANCE OF A C.O. DETAIL 1 314' \, .- \ + \ o S O Q Q • . 45'5 E �i 1
SHEET 10 EXIST. sP / �`S'�p r =28 50' , �
13. UNDERGROUND ELECTRIC, CABLE AND TELEPHONE SHALL BE SERVICED AROUND o INLET .-L Q' +318.3 �O P17=321.5 / \L 15'R o =4477 `
PERIMETER OF TRACT WITHIN 20' AND 40 PUE AS SHOWN. •� ;. o F p /
14, ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH THE c1� • eo F R O ®\ \ cSy° /
STANDARDS AND SPECIFICATIONS OF THE CITY OF COLLEGE STATION. . FF =378.5 O O ono • / /
15: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE ° 6
LIFT
\\
O
2 �y�(
EXACT DEPTH & LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO { �• ® o ° -o y
COMMENCING ANY WORK. ALL EXISTING UTILITY LOCATIONS SHOWN HERE ARE W o `�
EXIST. G� ` J c9 ® ' Q
APPROXIMATE. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES 33" RCP F �s ® �
AFFECTING THIS PROJECT. O �i o ® »�
16. `BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM R -5 ZONING 6' ` >���, 318.5 ®® PRO
DENSITY AS DETERMINED BY ASTM D 698 IN OPEN AREAS AND 95% UNDER O - �1- cS s' \6 ` s \
� O
PAVEMENT AND STRUCTURES. 6 u > �' ```,% MIt�A3 O \ o°j ®o•'
17. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING, BRACING, ETC. •Sl J S • ® \ I \ a n °� ,�/ / O ® FF =320.5
WHERE' TRENCH DEP EXCEEDS 5 FEET. SEE SHEET 10 FOR DETAIL. THE EXCHANGE
AT LUTHER STREET - J i \
18. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST 2 DAYS PRIOR 16 4 s• m
F
0 sARLOF_..CONS RUCT
ON. _
O
COLLEGE STATION WATER AND SEWER - 764 -3638
N/F
COLLEGE STATION ELECTRICAL 764-3638
�-
?8• .� e
FAIRFIELP COLLEGE STATION L.P. 6 F o e
- 316 1
TXU GAS 775 1624 'l` �, • i a e-
VERIZON SOUTHWEST - 321 -4303
20.237 /033
0.237 ACR. �S` o �p?'o �® O O. 1 0
COX COMMUNICATIONS - 776 -7766 ° d' ° '
DIG TESS 1- 800- 344 -3877 cso mm REA p aF . ♦ / ���' °i o 9 ® FF =319.5
19. WATER LINE SHALL HAVE 4.0' OF MINIMUM COVER. S� ml�O '' c` O Q .�
20. EACH BUILDING SHALL BE PROVIDED WITH 2 WATER METERS. FOUR 1 cS o
O 4', 6 ��
PROJECT METERS SHALL BE INSTALLED FOR IRRIGATION. TOTAL: 44 METERS. ` N q \ 00 ti O C1
BLOCK 1 4 A AT ESTMENT .P.
21. WATER SERVICES SHALL BE IDENTIFIED BY BLUE METAL T - POST MARKERS, AND R, Dl
WILLIAMS ADDITION 0.947
SANITARY SEWER SERVICE SHALL BE IDENTIFIED 'BY A GREEN METAL T -POST QJ /
4109/236 4681 /2
MARKER. ALL PVC PIPE SHALL BE TOPPED BY METAL DETECTOR TAPE. 317.07 sa
22. THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY CONSTRUCTION !•FENC �p �� 0 '
CHANGES IN ORDER TO FACILITATE THE PREPARATION OF "AS -BUILT DRAWINGS" 15'R
COLLEGE STATEN
\ \ ENGINEERING
LANDSCAPING ANALYSIS
DETENTION POND
LANDSCAPING PTS, REQUIRED
X- SECTION B -B
LOT 2A AREA 224,770 S.F.
COMMON AREA 41,273 S.F.
TOTAL AREA 266,043 S.F.
LANDSCAPING, 266.04X30: 7,980
PNTS
STREETSCAPE FRONTAGE:
318
WALL
COMMON AREA 60
FAX: (254)- 752 -0300
LESS LUTHER DR. (28)
ELEV. 313.75
317
:POND
STREETSCAPE, 361X300/50 2,166
PMTS
TOTAL POINTS REQUIRED 10,146 PNTS
MINIMUM # CANOPY TREES, 9,341/(2X300), 17
11 OF THESE CANOPY TREES (OR 2 NON- CANOPY)
SHALL
BE PLANTED WITHIN 50' OF LUTHER DRIVE R.O.W.
-20'-
LANDSCAPING PROVIDED (ALL NEW)
'.ELEV. 311.15
LIVE OAK, CONTAINERIZED, 3.5" CAL., 1OX300
3,000 Q)
316
ELM, CONTAINERIZED, 3.2" CAL., 23X150
3,450 p
(ULMUS CRASSIFOLIA)
315
2,960 &
(ILEX VOMITORIA / LAGERSTROEMIA INDICA)
DWARF YAUPON /NANDINA /LIGUSTRUMNS, 256X10
2,560 O
TOTAL POINTS PROVIDED
11,970
WATER CONSUMPTION
DOMESTIC USE (GPM)
314
313
312
311
1R =IRON ROD N F Q \� 6 0 0
IP = IRON PIPE TEXAS A�tM UNIVERSITY °° . DETA, v,/ s
CM = CONCRETE MARKER UNPLATTED ` SHEET \ P KG. (ryp.) SP
(TYP.)sP �,.� 1 9
MOC =MARK ON CONCRETE 49/340 ®® eo ��o• O FF =3t ®/ 8" wrE
// ® o
S = SET q O ��
F = FOUND �s ti° p 1 - STORY _ / ♦ o BRICK FP =FENCE POST g' a ;d y ° s FF�F \ 0 0 s SO Q• 2 897 SF 6� /' �' I
FC = FENCE CORNER �� �- / ti °r O� h ti u ♦; \
ROW RIGHT OF WAY
BB = BACK TO BACK OF CURB (�. �(� /� ° • '?
BL = BUILDING LINE �i j a �'h \ Op p / FF =318.5 ®♦ R -5 ZONING
PUE = PUBLIC UTILITY EASMT. Y e �" / / ♦\ yt °' O 2-
EE = ELECTRICAL EASEMENT �`'y P� \6 O / ® B
1, s
DE = DRAINAGE EASEMENT /tea `'s / �' `? ° T'A
/� °�\ �o ♦ 7ETENTION POND X- SECTION A -A
1 ?
AE ACCESS EASEMENT Je 0 6, ♦ •..o• \ Op 9 D s ♦ b�� -
P AE = PARKING /ACCESS EASMT. c �� �' •! p l U
EM = ELECTRIC METER a ry %P - ' ati ®♦ N/F -- - - - - - -- -- - - -- - --
ET = ELECTRIC TRANSFORMER 318
1 \ ' •F\ ?�
E = ELECTRICAL OHO BO CORP ELEV. 317.0
PP = POWER POLE p O p ♦ \; 317 - - - -- -- -- _ - -
\ FH 6 9.184 ACR. EXIST
0� � \AGF ( i� �p CURB 0 317x0 T ® ♦ LP = LIGHT POLE MH = MANHOLE . ®- 3 f. 316
y� ♦ � 3
CO = CLEAN OUT , /, !B ® , ``° t 3 1
W
WATER_
WM = WATER METER g' ,. ® � ® 0 y�. <
q A
{�, y � ® ♦ p , 3A - - _.. - -- - -- - 314
WV = WATER VALVE :1 \ 6 ♦ e / 1 ®/ \ Q 7
SS = SANITARY SEWER "45 ♦ FF =3 8.5 �c O 3t 7.�r \' s'v (J - - - - -- -- - --
FH = FIRE HYDRANT 1 f '� / �`� O s O ® 313 _ -- -, - - -- - - -
H -A4 PROP. ��o MELROSE SUBDIVISON 1�
GM = GAS METER 4'1 O 3I �/ o \t 1 1 0 00 ®oo FF =318.5 MH -B1 - - -- - -POND _ _ 312
� �`
TB = TELEPHONE PEDESTAL 7 ` ® / y a\ �,• � ,s.t ,� 3020 /
89 ELEV. 312 ELEV 312.0
TV = C ABLE N ® � � � \ / O \ ° 6 �p �,, .0
--�\ y' - - -- - - - 31 8 - -- - -
AC = AIR CONDITIONER / r - \ \ Q+ // / p 316.3+ ;' tL S -
OH = OVERHANG 0 / _ "\ \�- p O 0 O \
EOP =EDGE OF PAVEMENT � // -\ \ ♦ \; \ LF . +,. ®` ��l ° • ® � EL Fc R - 20'-
BOC - BACK OF CURB 1 5
PE = PEDESTRIAN ACCESS // /���� \ \ ` ` \ \ FsT 6 _ y O / �° ` • e D O
( M) = MEASURED o e` . I r � �( ��� \\ \\ \\ / °o �` Q FF =318.0 31 / o '� ®• ?> �o
( R) = RECORDED I `� \ ♦ �. i s 56.78'12 E y ' moo. O
/ \\ ` \ \\ G ` '� I / 77.0 r
% =91.7 3 7' \\ �Q fF -319.0 li1(^ 6+ , IN
Is, / p 0 =21.69' S
STE
s /' X00 c1 LST
p 6 e �. ® \
S . 58 E /,f
6 - 'r.
r=50
\
`� � \\ \ •lo � \\ \ \ \ \\ eA�� , . •. ?��� \.' fF 19.5 \,
\ x \\ •�fl,�, v � /\
NOTES: / \' \\ y 5 S ti \\ \ \ \\ \ \\� - pa Rc5 \ O 2A � ) , ms �®
s
1, ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED AND ALL C�LLS \ u' \
ARE MEASURED CALLS. �\ \� 6 \ N F J �TF \ O LID
2. ALL INFRASTRUCTURE WITHIN THE SUBDIVISION IS PROPOSED EXCEPT AS NOTED. ��\� \ \ \ "'r ` ` \ ` o � �
' , \ z� \ \ 'i \ 5 1 / IS ® AGS INVES EN L.
4. TOTAL AREA = 6.1075 ACRES \,� \ \'o �� a ,� Ff= t8.o 6 AC ® ® \
5. THIS PROPERTY DOES NOT LIE WITHIN AN IDENTIFIED 100 -YR FLOOD °s \ \ y�� \ ce ;•, ®
- _ \ y 1' �\ O \ i �dt ye
316.0 Q EX ST. v GRA IN "� 256
, 4 1
PLAIN ACCORDING TO FEMA MAP No. 48041C 0182C, DATED JULY 2, 1992 \,'� \ r \ \ \ F o ff. DETa 1 O / 1 / B ey•. , r • �o , O o
6. BEARING SOURCE IS REPLAT OF MELROSE SUBDIVISION RECORDED IN \'��, s \ \ t , NLET., �� 'p EET \ .(/ �� F`� ' e/A O� °'
VOL. 3020, PG. 89, OFFICIAL RECORDS, BRAZOS COUNTY, TEXAS. 315.0 \ \ F T>r 9 +31 .o
7. REQUIRED PARKING SPACES ARE CALCULATED ON A ONE CAR PER BEDROOM BASIS.
8. BOUNDARY CORNERS ARE MARKED WITH 1/2" IRON RODS. Low
9. SITE BENCHMARK IS TOP OF NORTH CORNER OF EXISTING CONC. INLET ELEV. 315.71.
•S•. � � 6 O � � 1 ®�' .• • ' .
10. \ 1. I � SHEET
PRIMARY BENCHMARK IS NORTH RIM OF MH LOCATED OUTSIDE THE SOUTHEAST LINE °�, F NoE '�,F 6 ®' !, 1 ® y ®•. `s • 12
OF �o•' . 10
OF LOT 1A, BLOCK 1, REPLAT OF MELROSE SUBDIVISION, ELEV. 318.71. x ��1xisT4�� • e�S �l \ �` \8 , Ff =318.0 9 ®' \ ® N ° oDM .�
1 1.'SANiTARY SEWER SYSTEM, INCLUDING LIFT STATION, IS PRIVATE. DESIGN OF LIFT s �p �/ �P��✓ �' ®` r I O•
STATION SHALL BE SUBMITTED BY SUPPLIER. u o�F\ L ^ ``.•
12. IRRIGATION SHALL BE BY SPRINKLER. PLAN SHALL BE SUBMITTED BY OTHERS WEIR STR
IRRIGATION MUST BE APPROVED PRIOR TO ISSUANCE OF A C.O. DETAIL 1 314' \, .- \ + \ o S O Q Q • . 45'5 E �i 1
SHEET 10 EXIST. sP / �`S'�p r =28 50' , �
13. UNDERGROUND ELECTRIC, CABLE AND TELEPHONE SHALL BE SERVICED AROUND o INLET .-L Q' +318.3 �O P17=321.5 / \L 15'R o =4477 `
PERIMETER OF TRACT WITHIN 20' AND 40 PUE AS SHOWN. •� ;. o F p /
14, ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH THE c1� • eo F R O ®\ \ cSy° /
STANDARDS AND SPECIFICATIONS OF THE CITY OF COLLEGE STATION. . FF =378.5 O O ono • / /
15: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE ° 6
LIFT
\\
O
2 �y�(
EXACT DEPTH & LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO { �• ® o ° -o y
COMMENCING ANY WORK. ALL EXISTING UTILITY LOCATIONS SHOWN HERE ARE W o `�
EXIST. G� ` J c9 ® ' Q
APPROXIMATE. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES 33" RCP F �s ® �
AFFECTING THIS PROJECT. O �i o ® »�
16. `BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM R -5 ZONING 6' ` >���, 318.5 ®® PRO
DENSITY AS DETERMINED BY ASTM D 698 IN OPEN AREAS AND 95% UNDER O - �1- cS s' \6 ` s \
� O
PAVEMENT AND STRUCTURES. 6 u > �' ```,% MIt�A3 O \ o°j ®o•'
17. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING, BRACING, ETC. •Sl J S • ® \ I \ a n °� ,�/ / O ® FF =320.5
WHERE' TRENCH DEP EXCEEDS 5 FEET. SEE SHEET 10 FOR DETAIL. THE EXCHANGE
AT LUTHER STREET - J i \
18. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST 2 DAYS PRIOR 16 4 s• m
F
0 sARLOF_..CONS RUCT
ON. _
O
COLLEGE STATION WATER AND SEWER - 764 -3638
N/F
COLLEGE STATION ELECTRICAL 764-3638
�-
?8• .� e
FAIRFIELP COLLEGE STATION L.P. 6 F o e
- 316 1
TXU GAS 775 1624 'l` �, • i a e-
VERIZON SOUTHWEST - 321 -4303
20.237 /033
0.237 ACR. �S` o �p?'o �® O O. 1 0
COX COMMUNICATIONS - 776 -7766 ° d' ° '
DIG TESS 1- 800- 344 -3877 cso mm REA p aF . ♦ / ���' °i o 9 ® FF =319.5
19. WATER LINE SHALL HAVE 4.0' OF MINIMUM COVER. S� ml�O '' c` O Q .�
20. EACH BUILDING SHALL BE PROVIDED WITH 2 WATER METERS. FOUR 1 cS o
O 4', 6 ��
PROJECT METERS SHALL BE INSTALLED FOR IRRIGATION. TOTAL: 44 METERS. ` N q \ 00 ti O C1
BLOCK 1 4 A AT ESTMENT .P.
21. WATER SERVICES SHALL BE IDENTIFIED BY BLUE METAL T - POST MARKERS, AND R, Dl
WILLIAMS ADDITION 0.947
SANITARY SEWER SERVICE SHALL BE IDENTIFIED 'BY A GREEN METAL T -POST QJ /
4109/236 4681 /2
MARKER. ALL PVC PIPE SHALL BE TOPPED BY METAL DETECTOR TAPE. 317.07 sa
22. THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY CONSTRUCTION !•FENC �p �� 0 '
CHANGES IN ORDER TO FACILITATE THE PREPARATION OF "AS -BUILT DRAWINGS" 15'R
COLLEGE STATEN
\ \ ENGINEERING
LANDSCAPING ANALYSIS
-
LANDSCAPING PTS, REQUIRED
- -�
LOT 2A AREA 224,770 S.F.
COMMON AREA 41,273 S.F.
TOTAL AREA 266,043 S.F.
LANDSCAPING, 266.04X30: 7,980
PNTS
STREETSCAPE FRONTAGE:
LOT 2A 329 L.F.
WALL
COMMON AREA 60
FAX: (254)- 752 -0300
LESS LUTHER DR. (28)
ELEV. 313.75
TOTAL FRONTAGE 361 L.F.
:POND
STREETSCAPE, 361X300/50 2,166
PMTS
TOTAL POINTS REQUIRED 10,146 PNTS
MINIMUM # CANOPY TREES, 9,341/(2X300), 17
11 OF THESE CANOPY TREES (OR 2 NON- CANOPY)
SHALL
BE PLANTED WITHIN 50' OF LUTHER DRIVE R.O.W.
-20'-
LANDSCAPING PROVIDED (ALL NEW)
'.ELEV. 311.15
LIVE OAK, CONTAINERIZED, 3.5" CAL., 1OX300
3,000 Q)
(QUERCUS VIRGINIA)
ELM, CONTAINERIZED, 3.2" CAL., 23X150
3,450 p
(ULMUS CRASSIFOLIA)
TREE YAUPON /TREE CRAPE MYRTLE, 5', 74X40
2,960 &
(ILEX VOMITORIA / LAGERSTROEMIA INDICA)
DWARF YAUPON /NANDINA /LIGUSTRUMNS, 256X10
2,560 O
TOTAL POINTS PROVIDED
11,970
WATER CONSUMPTION
DOMESTIC USE (GPM)
1 " ' MINIMUM 0
1 - 4.0 AVERAGE 11.1
1 n t Q U O MAXIMUM 38.9
R -5 ZONING IRRIGATION USE (GPM)
80% OF DOMESTIC WATER CONSUMPTION,
MINIMUM 0
AVERAGE 9.0
BLOCK 1 SANITARY SEWER DEMAND
MELROSE SUBDIVISION 90% OF DOMESTIC WATER CONSUMPTION,
3020/89 MINIMUM 0
EXIST. AVERAGE 14,400 GPD
EXIST. 50,400 GPD
MH
N/F
s F MELROSE APARTMENTS OF
COLLEGE STATION, LTD PARKING ANALYSIS
3 O�' 31.116 ACR. NUMBER OF DUPLEX BUILDINGS 20
NUMBER OF DWELLING UNITS 40
NUMBER OF BEDROOMS, 3X40 120
ELEV -4 7 ' ' i PKG. SPC. REQUIRED 120
s PARKING SPACES PROVIDED 126
O CEATIFI t'm { HANDICAPP SPACES REQUIRED 3
HANDICAPP SPACES PROVIDED 3
s C3 REQU�RE_D
.;.
REVIEWED ' I
0 +2 ' COMPLIANCE
JAN 0 0 2003
R -5 ZONING
WHICH SHALL BE SUBMITTED TO THE CITY WITHIN 30 DAYS OF COMPLETION ��IO�o. .� N/F
OF CONSTRUCTION. - ZONING \A TEXAS TAU FOR SIGMA ALPHA
23. ALL CURBS ALONG EDGES OF PAVED AREAS SHALL BE STAND UP CURBS PER F GF ?�! EPSILON HOUSING AU T ORITY
5.607 ACR.
DETAIL SHOWN HEREON. /
24. ALL DISTURBED GROUND IN THE NEW DETENTION POND SHALL BE SODDED UPON q , \� ya?
COMPLETION.
25, ALL WATER LINES SHALL BE 8" PVC AWWA C -900 DR14 CLASS 200, EXCEPT
AS SHOWN OTHERWISE.
26. MAXIMUM DEFLECTION ANGLE FOR 8" WATER SHALL BE 2 DEG30 MIN PER 20'
SEGMENT.
27. ALL SANITARY SEWER SERVICE LINES UNDER PAVEMENT SHALL BE INSTALLED
AT A 1.00% GRADE.
28. RIP -RAP SHALL BE ROCK RUBBLE CEMENT STABILIZED (20 LBS.).
29. MAXIMUM SLOPE FOR NEW BERMS, BANKS AND NATURAL GROUND TO FLUMES
AND POND SHALL BE 3 TO 1.
30. ALL ISLAND RADII ARE 4.5' BACK OF CURB UNLESS SHOWN OTHERWISE, AND
WILL BE DELINEATED BY STANDARD CONCRETE CURBS.
31. A 4' -WIDE SIDEWALK SHALL BE INSTALLED ALONG LUTHER STREET, 2.5' FROM
THE PROPERTY LINE (IN THE STREET ROW).
32. A PRIVACY FENCE AT LEAST AS HIGH AS THE DUMPSTERS AND SUFFICIENT SHRUBS
SHALL BE INSTALLED AROUND DUMPSTERS.
33. SEPARATION BETWEEN NEW LIVE OAK TREES SHALL BE 35' MIN. SEPARATION
BETWEEN NEW SHRUBS SHAL BE 4' MAX.
34. THE CONTRACTOR SHALL KEEP A COPY OF THE CITY OF COLLEGE STATION
CONSTRUCTION DETAILS ON SITE AT ALL TIMES.
35. MANHOLES A3 AND A4 WILL HAVE WATER TIGHT LIDS.
36. FINAL .CHAMPIONS CIRCLE GRADING WILL BE PER SEPARATE DESIGN SHEETS.
37. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE GEOTECHNICAL ENGINEERING
SERVICES.
38. ALL NEW CONCRETE WORK ADJACENT TO EXISTING CONCRETE AISLE
SHOULD BY DOWELED IN 9" USING 18" LONG #5 REBARS, ,18" O.C.
39 TOP' OF rVI IN R
u�P
�,
�• yl,�.
I s e '
s 1 , (,
•
tr
a rt .P+.� - �
1 1 1 ry i
J' 1.
ELEV. 317.0 O
-
- -�
-- - - --
- -- -- - -- -
- -- -- - --
-- -
WALL
X
FAX: (254)- 752 -0300
ELEV. 313.75
--- --
:POND
COLLEGE STATION, B�'AZOS COUNT', TEAS
DECEMBER 20, 2002
- --
ELEV. 312...1
GUTTER
-20'-
'.ELEV. 311.15
3652/269
a
i) t ry
RY�
3 �... WATER /pOMESTtC
` WATER/IRRIGATtON
LAND USE
CURRENT: VACANT
PROPOSED: 20 2 -PLEX BLDG.
40 DWELLING UNITS (3 B.R. EACH)
DENSITY
6.55 D. U. PER ACRE
I.
C®�L iaL6lRflUii)
DE
LQ
SITE PLAN & GRADINt'
MPIONS CHA
ON LUTHER
'opO� q9
ST G A EA INLET SHALL BE REPLACED WITH NEENAH GRATE
R- 4$84 -A (OR EQUIVALENT) AT. GRADE. (ELEV. 314.60) � � p r L�J T � „ T � � •� �� ,� •� � INC.
40. BUILDING FOOTPRINTS AND WALKWAY ACCESSES TO AND FROM PARKING AND 1 1 V (TI SAND 1 dl 1 � ' 11
DRIVEWAYS ARE .APPROXIMATE. FINAL LAYOUT WILL BE PER INDIVIDUAL BUILDING DESIGN.
41. PATIO WILL NOT B E COVERED, 3833 SOUTH TEXAS AVE., SUITE • . E 7 j 846 -8868
41. NO LANDSCAPING IS PROPOSED WITHIN THE CONFINES OF ANY POSSIBLE FUTURE PRIVACY FENCES:
42. REFER TO THE COLLEGE STATION CONSTRUCTION AND DEVELOPMENT- GUIDE, FIRE DEPARTMENT ff • ° � � � �i'
LOT 2A AREA 5.1600-ACRES
COMMON AREA 0.9475 ACRE
TOTAL AREA 6.1075 ACRES
DIVISION MANUAL, FOR DESIGNATION AND APPLICATION OF FIRE LANES.
I
i
OWNER /DEVELOPER: 901 LUTHER STREET WEST DATE: OCTOBER 10, 2002 PROJECT
ANDY RESTIVO LOT 2A, BLOCK 1, & COMMON AREA DESIGNED BY: CEH �
� �' 0
2825 N. 19TH REPEAT 0�' LOTS 1-- BLOCK ONE 3, BLOCK ONE RE VISIO N S: BY: CAG
iVACO, TEXAS .76708 MELROSE SUBDIVISION NOVEMBER SMEET
(254)- 753 -0337 NOVEMBER 08, 2002
VOLUME .3020 89, PAGE �, OFFICIAL RECORDS,
VICINITY MAP - NOT TO SCALE
P LAN
C'
o y T
' `49
if
FAX: (254)- 752 -0300
NOVEMBER 21, 2002
� of
COLLEGE STATION, B�'AZOS COUNT', TEAS
DECEMBER 20, 2002
VICINITY MAP - NOT TO SCALE
P LAN
C'
o y T
' `49