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SITE SPECIFIC NOTES:
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I I . I N I 1. THE DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS 11, LLC. THE SUBJECT -
rk & - I PROPERTY IS LOTS 5-8, BLOCK 20 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE
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� '" � 01 W , & 0, 2. PROPOSED BUILDING IS A THREE-STORY TYPE VA -SPRINKLED, WITH 22,620 SF GROSS AREA, 4,3'-4"
15' 14 OVERALL HEIGHT, AND FF=348.00. X "
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. - - - - - i�*.�,-.-...,� ..,.!.,.,-.-��:!��-i..:�-..�,�.. '.., , _., � 1 9. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. A KNOX BOX SECURITY KEY
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4�-_ 1 ` -.� .::!, ... j . - ". ., , , .. . SYSTEM IS REQUIRED ON THIS BUILDING.
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,��.-.._._, . .,:� . . BENCH I I I I I I - : k 3. AH SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COI I EGE STATION 2009 _\
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� ''.i.-, �,t�, SEE DETAIL k SEE DETAIL PROPOSED 4�' PVC STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD
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0 - .,-.,"..�z� ;;..-`..�.ii FIRE LINE 5 SPECIFICATIONS FOR STREETS & DRAINAGE.
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`. `.�::+ �`L' +_+ .1, '. . L. . ... . . 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN.
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,-,� ...... ., -+j�: - - ___ - �_ ��-,,,-- - - 7. THE PARKING LOT IS 6" DEPTH CONCRETE PAVEMENT & THE DUMPSTER AREA IS 8 DEPTH CONCRETE
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. - - ��;� -.E.- - - - I PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE,
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I . ... 4 : r : .! ...... �., +_ � __\ .1 ;�, VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. �
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. .4...: '4 �:. ���:,�,*,7,�!��',.;11 " . . . . . k . 1 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH LIDO.
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' ' - ..,, , . _�,' MH RIM , . : . . I . . .. CONDUITS
,: �;:'r.-, - ,r L. RIVEWAY .:* I .
& GRAVEL DRIVEWAY - �' . �r` I a .. �, , I . : N . . . . 30"
. !.. :.. ...'__." . , ;. , . .: . � _j ELECTRICAL NOTES:
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'� , . 11 � - .. '_ I +- � 2. -'D-E"V-L-C60t-R'-pik-oVi6ts--S(�--6VO� RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' _', " ,
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.�F _-.-, ; . . I PAVEMENT 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. I L
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_. �. .... _ .. w 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY
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,f : ,I ��:�-.',:� *�,c'..'��.'- " *. *. 'Q.� 0, . I : 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. 1. 60" X 6 I,
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I , . . . . . 1. TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF
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3 :�..��.*��.�.'.���;��:��..;:���r f:..: I .. AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. . -ITT,
. 0
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I �6-1;�*! ....... .. . . 1
1500 GPM MIN ��.i . .. ,. 9 .. � . I
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,�;�i. :. " �.._`�`,,;-_,_., I - / THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY kXIN
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FIRE FLOW ". . . .
. .. I . I I.' * � . .. I : BE REQUIRED.
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I, �! w i 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY:
3 .. � 0
APPROX. LOCATION : .... R \ I L_ - _.. J * I =)
EXISTING 10" WATER J� w'..... !:* I I U) I :
.; . 1_. , . .
I '... . A. THE CITY OF COLLEGE STATION WIH ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS
'�'. b. I :
- W-10 , " . � , I I QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL �
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'..... _ .::,:,... - - .. - . I. %� �1. I _ ��� I I 0 ! THAT DOES NOT MEET THE SPECIFICA11ONS OF TABLE 1 BELOW. �
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------'T-77-T- i I i NOTES:
7 . T" L 1 . MODEL: SUPER CYCLOOPS #2175-8 BY
_� J .3 _ COLUMBIA CASCADE OR PRE- APPROVED
I EQUIVALENT.
a #4 BARS 2. ALL SURFACES SHALL BE
0;%," X 18" SMOOTH ELECTROSTATICALLY POWDER- COATED
EXPANSION DOWELS WITH POLYESTER POWDER COATINGS.
DETAII� BICYCLE RACK DETAIEL
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4" WIDE CURB
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BRICK PAVERS
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#3 R*BAR CONCRETE
- CLEARANCE
1 8" O.C.E.W BRICK DIMENSIONS:
FOR 1/2"
6 X X
- OHE-
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1
OR I
B-28 PATTERN:
' 107
RUNNER
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_QUIVALENT. L
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NOTES:
1 . BRICK PAVERS SHALL BE HOLLAND
-Y PoWbER-C�bATED
STONE BY PAVESTONE IN RIVER RED
POWDER COATINGS.
COLOR.
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L BE 1-ULIZ)HtU
UNTIL 2. ALL BRICK PAVING SURFACES SHALL
FORMING A
T
fACE.
SHOWN ABOVE.
13E INSTALLEC
ON A 4" 3. CONCRETE SHALL HAVE A 28 -DAY
IEN H
'I EMIL BRICK PAVER DETAEL
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I . . - � . ,., _-�'�-, _ ,. _ E. BEFORE TOPSOIL INSTALLA
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34 TOTAL SPACES PROVIDED
%
F IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
= =
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UTILITY DEMAND
MINIMUM 0 GPM
AVERAGE 26.7 GPM
MAXIMUM (PEAK) 80 GPM
1 Y2" DOMESTIC WATER METER
W
D)
AVERAGE 24 GPM
MAXIMUM (PEAK) 72 GPM
6" SANITARY SEWER LINE
I ,
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SAND (%)
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STORM LINE
- CAS -
W - GAS -
GAS LI N E
- OHE-
0HE- OHE-
OVERHEAD
ELECTRICAL
- UQE-
UGE- UGE-
ELECTRICAL
IN Is
w Is 18
CEDAR FENCE
34 TOTAL SPACES PROVIDED
%
F IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII
= =
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UTILITY DEMAND
MINIMUM 0 GPM
AVERAGE 26.7 GPM
MAXIMUM (PEAK) 80 GPM
1 Y2" DOMESTIC WATER METER
W
D)
AVERAGE 24 GPM
MAXIMUM (PEAK) 72 GPM
6" SANITARY SEWER LINE
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.
y THE SEAL APPEARING ON THIS
HARUE ENGINEERING COMPAN DOCUMENT WAS AUTHORIZED BY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE
1. NO. 65889 ON DECEMBER 16, 2009.
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED I DRAWN - I JOB NO, DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
1 �� I ,
f0,f0??I1%q
OF r,e-.&
ffj'��0-7 '.4.ft
41
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... : ..........................
JOSEPH P. SCHULTZ
..... .......................
.
I
. 6588". F Yj
- . .
ENGINEERING CO.
IRM# 4538 =
SOH, QUALr1YSTAADARW TABM I
SOLUBI F SALTS
< 2.5
SODIUM ABSORPTION RATE (SAR)
< 2.0
pH
6.0-7.5
SAND (%)
< 70
SILT (%)
< 70
CLAY (%)
< 30
ORGANIC MATTER (%)
> 5
ripi"AEET
A P A R TMENTS
A.LA
-
STATION, TEXAS
COLLECE ..._.
I -1 j ; . � i i ,I I
� P -1 . S` � � ��;;, v __ I
� :,.. i- � % �,�, � -,
I 6�JIT SER -V_ --7 I
i - :
OWNER/DEVE _0PER: APPLICANT: ENGINEER: � 6'-""_,`,,i'F F",�`�i �E'L], - �
____ ..... . . ___ _�_Ijd_L��/Pq ,
q . CS Second Sfieef IPS Group, Harle Engineering Co. - 4- , _ ________,__7_-_.__
Apartments 11, LLC. Planning Solutions South
16800 Westgrove, Ste. 100 511 University Dr, Ste. 205 College Station, TX 77845 �
. Addison, TX 7500' College Station, TX 77840 (979) 693-7191
(214) 389-9447 (979) 846-9259
� I I !
17' I I i
SITE
PLAN
r
SCALE
VERTICAL N/A
HORIZONTAL 1 "=20'
PLOTTING SCALE: 1 :20
FILE NAME: 09-CPY-1
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HARLE ENGINEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED- JOB NO. DATE
STRONG ips JPS 09—CPY— 1 SEPTEMBER 2009
401 SECOND STREET
APARTMENTS
.L za
COLLEGE STATION., TEXAS
m
SYMBOL SIZE
IN.,.
NAME &TYPE QUANTITY
0
41' Qq
(17) LIRIOPE
OAK TREE
9
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Lantana urricoides)
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muscari)
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(10) LIRIOPE
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(4) DWARF WAX MYRTLE
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HAWTHORNE BURFORD HOLLY
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HARLE ENGINEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED- JOB NO. DATE
STRONG ips JPS 09—CPY— 1 SEPTEMBER 2009
401 SECOND STREET
APARTMENTS
.L za
COLLEGE STATION., TEXAS
m
SYMBOL SIZE
NAME &TYPE QUANTITY
0
41' Qq
SHUMARD
OAK TREE
9
g
Quercus shumardii)
CANOPY
2" Qq
EXAS RED BUD
4
ercis canadensis)
CANOPY
5 GAL
ABELIA
belia grandfflora)
18
SHRUB
5 GAL
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HAWTHORNE
(Rh
sphidlepsis indica)
44
SHRUB
5 GAL
DWARF WAX MYRTLE
(Myrcia pusilla)
4
SHRUB
5 GAL
TEXAS LANTANA
Lantana urricoides)
al
SHRUB
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119
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COMMA I BERMUDA TURF - HYDROSEED
I I
NOTE: AN IRRIGATION SYSTEM T SERVICE ALL NEW
PLANTINGS WILL BE' INSTALLED BY A CERTIFIED INSTALLER
I
BEFORE A CERTIFICA'7E OF OCCUPANCY IS ISSUED.
LANDSCAPING
r r Irill
alwiff'ol
-A
;V
2 1 Z009
pli
SCALE
VERTICAL N/A
HORIZONTAL 1 "=1 0'
PLOTTING SCALE: 1:10
FILE NAME: 09-CPY-1
Ll D
g
10 5 0 10
SCALE IN FEET
- (4) TEXAS REDBUD
a (10) ASIAN JASMINE
(7) LIRIOPE
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HARLE ENGINEERING COMPANY
TEXAS HOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09—CPY-1 SEPTEMBER 2009
401 SECOND. STREET
APARTMENTS
COLLEGE STATION, TEXAS
SYMBOL
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P"AI�������Irl
CAL
r�,�l/lllll�t11.
1 1 1 1 1
(10) ASIAN JASMINE
Oil
■1_■�Nij�1�1:11
1:1�lilili11111
1:
I 9CATE OF,OCCUPANCY
(Quercus shumardii)
1
t�t.tr�t.t.
t.t�Rtrr �I
CANOPY
Ilii
2'
..w.��t
�[►�
_ _ -
- _ —'111
(Cercis canadensis)
CANOPY
51
AL
ABELIA
(Abella grandiflora)
18
\rii
X115"kmin
SHRUB
I
5 C.
AL
INDIAN HAWTHORNE
J
(Rhaphiolepsis indica)
46
IIIA.
i
SHRUB
1
rrurr r%
/ D r ----------- I ( O w
I.
I w W
( w w
I W w
( w W
IW W
e---------------------------'------------.---------------- --_---^–_------- w W w
a (32) ASIAN JASM NE (2) TEXAS LANTANA w
(6) TEXAS LANTANA W
• ,, (6) INDIAN w
- _ --- _ - HA HOR
W
d' W
a W
(9) INDIAN HAWTHORNS
W
-d (40) ASI N JASMINE W
4' (27) ASIAN JASMINE w
c
(3) ABELIA
.A
1 r O 0
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., 04' t °r---- ---- ------ ---- ---- -------------- ---- ---- ---- W w
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A
T + W W
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4 •• 4,�' j lvvti� W W
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O
E E�
E Es
E E�
HARLE ENGINEERING COMPANY
TEXAS HOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09—CPY-1 SEPTEMBER 2009
401 SECOND. STREET
APARTMENTS
COLLEGE STATION, TEXAS
SYMBOL
I'
I
i
' w
31IZE
NAME & TYPE QUANTITY
°
r
i
4'
CAL
SHUMARD OAK TREE
9
BEFORE A CERTI
I 9CATE OF,OCCUPANCY
(Quercus shumardii)
CANOPY
OG
2'
CAL "'
TEXAS RED BUD
4
(Cercis canadensis)
CANOPY
51
AL
ABELIA
(Abella grandiflora)
18
SHRUB
I
5 C.
AL
INDIAN HAWTHORNE
J
(Rhaphiolepsis indica)
46
i
SHRUB
5 GAL
DWARF WAX MYRTLE
(Myrcia pusilla)
4
SHRUB
5
: AL
TEXAS LANTANA
(Lantana urticoides)
44
I
SHRUB -
_
•I
AL
LIRIOPE (BIG BLUE)
(Liriope muscari)
106
GROUNDCOVER
1
AL
I
ASIAN JASMINE
119
(Trachelosporum asiaticem)
GROUNDCOVER
i
COMMON BER ILIDA TURF - HYDROSEED
w w
LANDSCAPIN
WROA "i
SCALE
VERTICAL N/A
HORIZONTAL 1"=10'
PLOTTING SCALE: 1:10
FILE NAME: 09—CPY-1
NOTE: AN IRRIGATION
SYSTEM
TO SERVICE ALL NEW
PLANTINGS WILL
BE INSTALLED
BY A CERTIFIED INSTALLER
BEFORE A CERTI
I 9CATE OF,OCCUPANCY
IS ISSUED.
LANDSCAPIN
WROA "i
SCALE
VERTICAL N/A
HORIZONTAL 1"=10'
PLOTTING SCALE: 1:10
FILE NAME: 09—CPY-1
GAS cns GAS
20 10 0
SCALE IN FEET
m
t
PROPERTY
LINE •
1
I
1
t
rric
I'
ti APPROX. LOCATION c
EXISTING 8" WATER
EXISTING .. CONCk,'
CONCRETE
& GRAVEL DRIVEWAY:
EXISTING HYDRANT
1500 GPM MIN
FIRE FLOW
APPROX. LOCATION
EXISTING 10" WATER
W-70 W-10
W-10 W-10
PARKING ANALYSIS
REQUIRED PARKING:
33 1-BEBROOM APARTMENTS
1.125 SPACES PER UNIT 0.54.75)
38
LEGEND
2
- w
w W_
WATER LINE
- s
s s -
SEWER UNE
===r_=====
: ti-'
STORM LINE
-GAS-WS-W-
GAS UNE
-- 0HE
OHE ONE--
OVERHEAD
' ^:r.:: .v...
i c-�'i•.'- s
irt�
a.:...,sr•'
.f ' '•'1,t: n�.
Ta\. .h..
_.ic... j
rL"�.:'.''- >t. ••+ iia.
ELECTRICAL
- UCE
UQE UGE-
UNDERGROUND
- - -
-
-
ELECTRICAL
-
3
F,s r.
4.
PROPOSED
z -
` r
CEDAR FENCE
PARKING ANALYSIS
REQUIRED PARKING:
33 1-BEBROOM APARTMENTS
1.125 SPACES PER UNIT 0.54.75)
38
SPACES REQUIRED TOTAL
2
ADA SPACE REQUIRED
PROPOSED
32
PARKING:
STRAIGHT -IN PARKING SPACES
2
ADA PARKING SPACES
-4
APPROVED REDUCTION BY DRB
34 TOTAL SPACES PROVIDED
0 GPM
AVERAGE
26.7 GPM
MAXIMUM (PEAK)
80 GPM
1 X- DOMESTIC WATER METER
yrr
rry _ !• ,;,%a: ..d4_ !r..,[y". &:!
�N•,'-• _
_tir_
rr7'..
.riC•'r.':�fi_'. �.u��:,
: ti-'
'::t '
I
�f
Y•r--':' `:r ` -
'ti+ ''.;-;
6" SANITARY SEWER LINE
a,S
•t,Y _ .kms :'1: '.t -
Ji.
� t '1•i ' ^.+._
.'i.;' Ji_
it" -i it
:
- ,_`!rsz,.,'
`!oi ; Lw., �
Mia.,, •:�'.:
_ •ti=
li•
.� L1c 4 !!
:�' �'
' ^:r.:: .v...
i c-�'i•.'- s
irt�
a.:...,sr•'
.f ' '•'1,t: n�.
Ta\. .h..
_.ic... j
rL"�.:'.''- >t. ••+ iia.
`;+'?
L
- n .3...
- _ROM,-
kD �k 1yO
-
�i
WHS1'
ETF':
� •i'
- - -
-
-
: ,
�•
-
3
F,s r.
4.
OLL�/
z -
` r
"'
r:
: •'
. :�{•v
t ..}r-\: `y-�. �^„ r,. 1+ .-N :. . ra .Y�_ :ti.. �
i.;i:%il:.:.. .::.:.-,
•
ALL BE CAS
CLASS 358!
-
Y OM1•, iy.
�. ;
:�:{•rr.
-'ice,= `c �
NOT PAINT
'
: D.
r uh ...
, f .
r%';
r f. .:r•.
l
�
W.C. BOYETT
':rte%-rx�•.,:
� > .
}
- -
�,s••.' moi.:
k'•-:• � ^'fie
, i _4
UTILITY DEMAND
MINIMUM
0 GPM
AVERAGE
26.7 GPM
MAXIMUM (PEAK)
80 GPM
1 X- DOMESTIC WATER METER
SANITARY SEWER DEMAND
(® 90% OF WATER
DEMAND)
AVERAGE
24 GPM
MAXIMUM (PEAK)
72 GPM
6" SANITARY SEWER LINE
SITE SPECIFIC NOTES:
1. THE DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS 11, LLC. THE SUBJECT
I PROPERTY IS LOTS 5-8, BLOCK 20 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE
PROPERTY IS ZONED NG -3, NORTHGATE RESIDENTIAL.
� 6„
2. PROPOSED BUILDING IS A THREE-STORY TYPE VA -SPRINKLED, WITH 22,620 SF GROSS AREA, 43'-4" j/4"R
OVERALL HEIGHT, AND FF=348.00. .
3. THE DENSITY IS 73.8 UNITS PER ACRES (33 UNITS AT 0.447 ACRES). 3►,
4. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, °'tij
TEXAS AND INCORPORATED AREAS, MAP NO. 48041 CO143C, EFFECTIVE JULY 2, 1992.
311�
5. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT
WILL BE DISCHARGED INTO THE CHERRY STREET
w -s --I RIGHT-OF-WAY. DETENTION IS PROPOSED ON SITE FOR THIS TRACT.
Ls oAs cas , I 10
6. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. 2" ° 3"
;'�;�EXISTING:.5tDEtiVALK<. ,
`;1N%:°BRICK ::PAVERS ;11 7. THE DEVELOPED AREA FOR THIS PROJECT IS 0.447 ACRES (19,471 SF).
:' 'ExlsnitG:. 8. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O.
9. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. A KNOX BOX SECURITY KEY
TIE. IIN..Tg.:...:.:.` SYSTEM IS REQUIRED ON THIS BUILDING. -`t 4
Ex-
SitNG::' .' ` .
10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
y�'�:��•�:�::..:'::,},. ��'::: EXISTING 8"
SEWER MAIN
QENERAL�S
IJI96�'+•,171 r�
SEE i DETAIL.-
1.
�OSirJ3 ;7 N i MH R{M 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES
DREtEt t t ELEV' 347.4° AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 C
5?pEiUE3`r < �,
EXISTING
HRS. PRIOR .. TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO
.:.. r,
ELECTRICAL EXISTING FACILITIES. `CALL 1=800 -DIG- TESS.
1 r 1 PULL sox
CtJRBs:,,.•_, _ I 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
;CtYP)a, ,S PROPOSED (27) STEEL SLATS
DE? y ADA RAMP 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 ARE FORMED FROM j
x�t j STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD Y�"x1 )C SOLID STEEL
SPECIFICATIONS FOR STREETS & DRAINAGE. SEAT MEMBERS
`:r .s' '' N EXISTING 12" 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN
in SEWER MAIN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS
}{
'AMT- ; i OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN
HWN DOORS] N POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS.
s; r
+ yrs i w EXISTING
i
I
4"
�1 S„
'Y»R 5
T(I T
. 0 6CJ11 7„
3» 2
3"
. #4 3ARS
m 4" X 18 SMOOTH
EXP �NSIO DOWELS
DE77AJIL
q.T.S
1/2" x 2" SOLID
♦````�``` STEEL BAR, WELDED
AND GROUND
WOODEN 5. < ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. FOR 1
FENCE TO •
i'
NCHOR
n NOTES:
I
A
n
AREA IS 8 DEPTH CONCRETE
=��:.-REMAIN DUMPSTER A
.y&THE DUM TE
PARKING LO S 6 DEPTH CONCRETE PAVEMENT 6. A T
;---
THE P I
♦ • N
b.:>... REQUIREMENTS. r• STATION RE UIREM N
OF COLLEGE Q
W TO ME MINIMUM CITY
.:.:.-:.. PAVEMENT ET OR EXCEED
I
� SERIES
- MODEL: STEE SITES i
I
1. M
- -•'�-�.�• •
I
BY VICTOR STA LEY
INC.C. OR
EQUIVALENT.7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &
182.8 PRE-APPROVE[CDNDENSING IRRIGATIONP.
SF U
6 -FT
W
N t9
r
l
-• • DIMENSIONAL CONTROL PLAN.
BACK OF CU ADIOS IS SHOWN
ON THE
B. THE R8 R
- ♦ N BE
EXISTING UNDER
2 ALL
SURFACE SHALL
ELECTROSTATICPOWDER-
GROUND ELECTRICAL 9. THE TOPOGRAPHY FROM FIELD DATA, BYSTRONGSURVEYING.
S';+(1YP)�{ •' � I WITH POLYESTER POWDER Ci
15' PUE 10. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE
I PER PLAT PLAT RECORDED IN VOL. 9268, PG. 48 AND AS MONUMENTED ON THE GROUND 3. ALL WELDS S LL 13E POLIS
• VOL. 4833 THEY DISAPPMR, FORMING I
8.0
/PG. 196n " CONTINUOUS RFACE.
• • N } 11. SUBJECT PROPERTY IS CURRENTLY ZONED NG
?AIL ^i:'> I 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED 4. BENCHED SHA BE INSTALL
t ;r='' .'♦ W { DEVELOPMENT ORDINANCE. THICK CONCR PAD.
a 182.8 { 1• 13. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND
,E6
'A, SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR SIDEWALK ENCD
�...�• ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING
• I 8 I=`'�'� MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE
`'' ' = •••• { o PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE,
COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING
VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS.
14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO.
IROPOSED
LECTRICALW I ELECTRICAL_-NOTES-
r,PRIMARY
I
ONDUITS' LEGEND 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 3d"
Qt 2" PVC
2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'
-CI--TY-INSTALLS--REMAINDER.
EXISTING 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN.
N 1 CONCRETE
j PAVEMENT 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY
CITY.)
N i ` PROPOSED 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN.
LANDSCAPED A 6 DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. NOTE:
N.T,S
UNTIL
I ONA4"
DETAIL
PLAN VIEW
SIDE VIEW FRONT VIEW
NOTES:
1. MODEL: SUPER CYCLOOPS #2175-8 BY
COLUMBIA CASCADE OR PRE- APPROVED
EQUIVALENT.
2. ALL SURFACES SHALL BE
ELECTROSTATICALLY POWDER- COATED
WITH POLYESTER POWDER COATINGS.
BICYCLE RACK DETAIL
N.TS
BRICK PAVERS 4" WIDE CURB
FOR EDGING
1" THICK
SAND BED
4" THICK
#3 REBAR CONCRETE
18" O.C.E.W BRICK DIMENSIONS:
7 1;X6" x 3 3fi" x 2 "
eATYERN;
RUNNER
BOND
NOTES:
A
1. BRICK PAVERS SHALL BE HOLLAND
STONE BY PAVESTONE IN RIVER RED
COLOR.
2. ALL BRICK PAVING SURFACES SHALL
FOLLOW A RUNNER BOND PATTERN AS
SHOWN ABOVE.
3. CONCRETE SHALL HAVE A 28 -DAY
STRENGTH OF 3000 PSI
BRICK PAVER DETAIL
N.T.S
1. SHUMARD OAK TREE, 3" MIN
CALIPER.
2. TREE GRATE - SEE DETAIL.
3. BRICK PAVERS - SEE DETAIL.
4. AMEND SOIL PER NOTES.
TREE P DETAIL
N.T.S
SOLUBLE SALTS
G. FOR TOPSOIL INSTALLATION SPREAD 2-3 OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED
SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6 . ADD AN ADDITIONAL 4 OF
PROPOSED
BRICK
8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES
1. 60" X 60"
NEENAH FOU
DARY
I N
I
j
i
PAVERS
{INCLUDING STREET LIGHTING).
CAST IRON
TREE GRATE I
IODEL #
1
i
TABLE 1.
-EC
RR -8738-4.
(979) 846-9259
L {
C.
BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION
TREE PLANTER NOS _
B
OLL�/
] C�1V117
Tl TEXAS
` r
"'
1
: •'
PROPOSED
1. TREES SHALL BE PLANTED IN A MINIMUM 4 -5 SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF
2. MATERIAL'
ASTM A-4
ALL BE CAS
CLASS 358!
IRON
FINISH,
BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE
_
CONCRETE
SIDEWALK
AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE.
NOT PAINT
'
: D.
THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY
W.C. BOYETT
N
E.
}
BE REQUIRED.
TI27EE G
TED
TAIL
INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY
STANDARDS.
EST
TE PARTITION
2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY:
-�5_e
o •.
'.`'
jjj
N.'X'.S ,
THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF
EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR
BLOCK
C K 20
LOTS 5-8, VOL. 9268 PG. 48
:.....-
A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS
IMPORT 501E ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED
N
:...
:: °As ':.. .. .•.:....:....: ...:.:.'
I
REQUIREMENTS.
QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL
9.447 ACRES
,
1. SHUMARD OAK TREE, 3" MIN
CALIPER.
2. TREE GRATE - SEE DETAIL.
3. BRICK PAVERS - SEE DETAIL.
4. AMEND SOIL PER NOTES.
TREE P DETAIL
N.T.S
EAL APPEARING ON
HARLE ENGINEERING COMPANY DOCS NT WAS AUTHORiZEDIBY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE
3002 TEXAS AVENUE SOUTH NO. 65889 ON NOVEMBER 24, 2009.
COLLEGE STATION, TEXAS 77845 RELEASED FOR REVIEW
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
ENGINEERING CO.
IRM 4538
SOIL QUALIrID'STANDARDS TABLE I
SOLUBLE SALTS
G. FOR TOPSOIL INSTALLATION SPREAD 2-3 OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED
SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6 . ADD AN ADDITIONAL 4 OF
SODIUM ABSORPTION RATE (SAR)
TS NOT MEET BELOW.
pH
4O1 SECOND STREET
(
I N
I
j
B.
OR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS
ALL SOILS EXCAVATED FOR T
SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF
i1 0 1 S
`t tl
C O �j�
ON
A �''A R TME NTS
511 University Dr, Ste. 205 College Station, TX 77845
Addison, TX 750
1
TABLE 1.
-EC
(214) 389-9447
,�.."EET
(979) 846-9259
L {
C.
BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION
OLL�/
] C�1V117
Tl TEXAS
` r
N
SPECIFICATIONS.
,STA ,
- w -10
D.
BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE
SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20"
BELOW FINAL TOPSOIL.
W.C. BOYETT
N o
E.
BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW
-
.777777
INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY
STANDARDS.
EST
TE PARTITION
SUBDIVISION
-�5_e
o •.
'.`'
jjj
F.
THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF
EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR
BLOCK
C K 20
LOTS 5-8, VOL. 9268 PG. 48
:.....-
IMPORT 501E ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED
j i
:...
:: °As ':.. .. .•.:....:....: ...:.:.'
REQUIREMENTS.
9.447 ACRES
,
EAL APPEARING ON
HARLE ENGINEERING COMPANY DOCS NT WAS AUTHORiZEDIBY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE
3002 TEXAS AVENUE SOUTH NO. 65889 ON NOVEMBER 24, 2009.
COLLEGE STATION, TEXAS 77845 RELEASED FOR REVIEW
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
ENGINEERING CO.
IRM 4538
SOIL QUALIrID'STANDARDS TABLE I
SOLUBLE SALTS
G. FOR TOPSOIL INSTALLATION SPREAD 2-3 OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED
SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6 . ADD AN ADDITIONAL 4 OF
SODIUM ABSORPTION RATE (SAR)
< 2.0
pH
4O1 SECOND STREET
(
`
APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE.
< 70
CLAY (%)
COLLEGE
STATION, BRAZOS COUNTY, TEXAS
SEPTEMBER 2009
EAL APPEARING ON
HARLE ENGINEERING COMPANY DOCS NT WAS AUTHORiZEDIBY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE
3002 TEXAS AVENUE SOUTH NO. 65889 ON NOVEMBER 24, 2009.
COLLEGE STATION, TEXAS 77845 RELEASED FOR REVIEW
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
ENGINEERING CO.
IRM 4538
SOIL QUALIrID'STANDARDS TABLE I
SOLUBLE SALTS
< 2.5
SODIUM ABSORPTION RATE (SAR)
< 2.0
pH
6.0-7.5
SAND (%)
< 70
SILT (%)
< 70
CLAY (%)
< 30
ORGANIC MATTER
> 5
401 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
sjwwT
PLAN
SCALE
VERTICAL N/A
HORIZONTAL 1 "=20'
PLOTTING SCALE: 1:20
FILE NAME: 09-CPY-1
C3
OWNER/DE
LOPER:
APPLICANT: ENGINEER:
CS Second
Street
IPS Group, Harle Engineering Co.
Apartments
I LLC.
Planning Solutions 3002 Texas Avenue South
16800 Westgrove,
Ste. 100
511 University Dr, Ste. 205 College Station, TX 77845
Addison, TX 750
1
College Station, TX 77840 (979) 693-7191
(214) 389-9447
(979) 846-9259
sjwwT
PLAN
SCALE
VERTICAL N/A
HORIZONTAL 1 "=20'
PLOTTING SCALE: 1:20
FILE NAME: 09-CPY-1
C3
SITE SPECIFIC NOTES:
1 THE DEVELOPER .OF THE PROPERTY IS CS SECOND STREET APARTMENTS II, LLC. THE SUBJECT
elli PROPERTY IS LOTS 5-8, BLOCK 20 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE
PROPERTY IS ZONED NG -3, NORTHGATE RESIDENTIAL.
• '` ��`��, �, O I 2. PROPOSED BUILDING IS A -THREE-STORY TYPE VA -SPRINKLED, WITH 221 SF GROSS AREA, 43'-4"
�{• I `� ��y y " OVERALL HEIGHT, AND FF=348.00. y4 R
15' PUE ci�`'A!day _
ro�'o y i 8832/148
B.
• •�' `��� ^t.�� �• � � 3. THE DENSITY IS 73.$ UNITS PER. ACRES (33 UNITS AT 0.447. ACRES). •
ti . EXISTING CONCRETE .; / r 4. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY,
�► •": 1 & GRAVEL PARKING AREA' r
•�•` -+ - -� EXISTING HYDRANT 7p j TEXAS AND INCORPORATED AREAS, MAP N0. 48041C0143C, EFFECTIVE JULY 2, 1992. 12
? • ��,. : 1
`- :EXISi1NG+CONCRETE� 1500 GPM MIN m macro � •, ,.; �,.:, ..;.:i �i�: ; 5. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE CHERRY STREET
DRNEYVAY FIRE Flow -.- ; NJ -8; ' vi •e-.vr�s,. - w -a w-8- W -B- W-8
RIGHT-OF-WAY. DETENTION IS PROPOSED ON SITE FOR THIS TRACT.
i : ; + • : cls" Gas - cis ___ cas fas
- Gas Grs GAS z - ._ :: cts CAS
- EXISTING, :. ' 6. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS.
EXISTING GAS i mP' APPROX. �' GAS
EXISTING SIDEWALK
/ LOCATION EXISTING WATER SERVICE / =, 7, THE DEVELOPED AREA FOR THIS PROJECT IS 0.447 ACRES 19,471 SF).
.-atSTOG y SERVICE TO BE �-
/'' GAS MAIN cif ABANDON EXf511NG iu� SERVICE TO BE u� W BRICK PAVERS
-- � PROPOSED PROPOSED 2' �' 8" WATER �.� ABANDONED ABANDONED EXISTING =~:
EXISTING O SYS LLED PRIOR TO C 0
24
"1 I� �,r
,
WATER SERVICE < =- $. THE IRRI%2,1 N TEM MUST BE APPROVED AND INSTA
SIDEWALK \ SEWER MH /,;:••:f .f:',
20 10 0 20 SECOND TREET 27 PV1bf? DTH W/ I X. ,3,2• SERVICE TG 'BE F-_,,:„.
W/ BRICK \ R.D.W.Q ABANDONEb. r
PROPOSED :: av,;c w
4 R. O.IY VARIES PAVERS
WATER METER - 9. THERE !S A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. A KNOX BOX SECURITY KEY -,�� �"
R.O.W. � �_� ADA RAMP TIE-IN TO u~ sA R,. _:,
DA
EXISTING 80 10. TRAFFIC IMPACT ANALYSIS IS NOT• i
SEWER MAIN
GENERAL NOTES:
- - �'�' = _�•%. ,„+.;.iz.,
- ----- I
I
7.
.,
--- _4010 -mm. ju
- v-
ate_•.•,.
1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING U11UTIES
11
a
IIfI1I �,f•I•I,NIINI/ILi ------- -_ �� - - - �I ' -i"�'-' , :-.: �' =; •
NCRETE
rir+r{ irri ri�r-rriir _
- IIrIINaIrIII/riIr/ifrr►.iIi.V!i,frrIrn/IiIIirIIrI/rri.IIriIIiiII.Ire Ni.I,nIrIIrl-ii=rSr?s- ri��-=�_ L=w��T._�.�_-�-�;-n-'�-:'!�r ��J�� lr��♦"'• �fj./.��r � /���• ��� /y�- !��Ir/�' �,�/ .��I1*i"-_-- -'_�=���"��':i� 'f �• IIIIJ�
0. ► -
a
i •- •'CONSTRUCTION.
" -
• • •'RESPONSIBLE • •- • ! •
!• i
irrl1rrr:01
rllflri��� SED
:••.
Val rz, 0 V.&F
�I
AD P °� `+ SlDEwAf !t PUBLIC CUT (TYP) " I PROPOSED �`
BDE[VCALK PROPOSED 1" BENCH ENTRANCE SEE DETAIL ADA RAMP
1 ADAM . ' ,-� "
SF_Rv!cE wj 3a PROPOSIR THREE-STORY SEE DETAIL 1 1 3. ALL SITE WORK IS TO' BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 27 STEEL SLATS
ILS " a ENTi21' St E DETAIL IRRIGAI METER PROPOSED 4" PVC ' �` },' I (
ENT BLDG. FIRE LINE w 24 _ ! STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD ARE FORMED FROM
RAM! / 349- "
I f 348.00 ISOLATION VALVE ! SPECIFICATIONS FOR STREETS & DRAINAGE. Y4 xi Xz SOLID STEEL
�T•' .: ` 79 /, w/ DETECTA$Lii "
'� •i��� ROPOSED SURFACE �� i i EXISTING 12"
.SEAT MEMBERS
I'- TR E WELLS W/ 1 H SEWER MAIN 4. ALL' UTILITY LINES (WATER GAS SANITARY SEWER G.T.E. STORM SEWER ETC.) SHOWN ARE TAKEN
'��• �' t �` DEC TiATIVE TREE\� a ��g, I 1 } , , ,
/ PROPOSED DUMPSTER' 1 FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS
EE DAY ) �R wp� / ENCLOSURE W/ DOORSi 1 OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE.
�o •.'::v; PROPOSED +• ' s► ! 6' H H iVII
! SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS.
.°�c$'v` 15 l o w1 .• :� a' ;`?; :�. ,6.0��r a ,w •e• ;... v . Y. 1f , .t. t;« .4 EXISTING
' � PROPOSED 50' i; • ;• CONCRETE WALf(WAY: . I: ' '
7• �. . .•'�' ,.. • WOODEN
abc) .4:.•. 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN.
ADA RAMP • a a + / • •
REMAIN
' "'`+• \ ,f ' •' 6. PAVEMENT DEPTHS: REFER TO SHEET C4 -PAVEMENT PLAN FOR PAVEMENT DEPTHS.
PROPERTY ! �: . •+' a `°� i� ` : �' v PROPOSED a�� \ ' 3 OPCURB' • • • N `
LINE "� PROPOSED 1 . �' I PROPOSED WHEEL STOP \ 182.8.
SCREEN WALL 1 PROPOSED HANDRAIL 20 CUT (n'P) / I 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &
J. • r. t (TYP) \ `�r ( SEE DETAIL SF I
e c r HEiGHP=B' • • ELECTRICAL •� - ��' • • IRRIGATION PLANS.
} .. Rio, . a%%� i METER RACK 9' ti 1 i
HEIGHT=8' - •� N I 8. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN.
r-- - -� T--- --� r- --�
4S.!,:.:... PROPOSED cAs L----I------_j L------- =�_J L. , _- . ----- I 1----- . '. m' EXISTING UNDER -
PROPOSED PROPOSED BLDG I ( GROUND ELECTRICAL 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY STRONG SURVEYING.
PVC SEWN( �+ PROPOSED I PROPOSED I PROPOSED CONCRETE , PROi�M / (� i,)
9E �6 J' BICYCLE RACK STRIPING ; BLDG OVERT MIS COLUMNS
RVICE01.1 v! PAVEMENT/ PARKING ca
,, (20 SPACES} i �, 24• I ' '�. W-1/2" MIN .` " 1 10. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE
�9'� !
r �•• .! ., 24 '� -�' •hJS' CLEARANCE �• i 15' PUE PLAT RECORDED IN VOL. 9268, PG. 48 AND AS MONUMENTED ON THE GROUND
I PER PLAT
j PROPOSITI! `_- �'a �' '� I 4833/196
j t ADA RAMTI m % - 1ypt PROPOSED 18" TRENCH GRATE '-\ PROPOSED 6' PVC PROPOSED s" �. 11. SUBJECT PROPERLY IS CURRENTLY ZONED "NG -3".
- -I PROPOSED UNDER �, + `EAST JORDAN IRON WORKS #5956 MONOLITHIC CURB
I `: =' ` 26' GROUND E� CTRICAL 1��,•L� x TRENCH GRATE N i
'+�' -., DRAIN (TYP} (n+') -SEE DETAIL I 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
,r
APPROX. LOCATION : 44. h •• y I i DEVELOPMENT ORDINANCE,
EXISTING 8' WATER _ -J,,. ! , A R70' ( PROPOSED . �
,�.�• IJ t; ►,,, PROPOSED ����N yam_ __ _ = ---- -- - �= --_ ______ _ _ I 1g2•g I I 1, 13. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND
ohs,' P L j •• �i ELE !CAL __ __ _ ___ ___ _ __ ____ ____ __ ___ ____ PROPOSED SF N I 11 SERVICE COMPONENTS, ,AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR
��• !..`..' •. I TRANSFORMERS - __ ___ ___ _ 20, ____ _1 == GRATE INLET y I ! a� !�'.g ROOF MOUNTED SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING
4 V '� , t'..'.,•e±4.' rate =mss =�v r tet.,. ..� :�,� o»= zszt
i PROPOSED 4 0 12' HDPE r ! '�,r+E-,4 �'.`aJ� MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE
�C?;1.._c :.7 T PftopoPsuED r UNDERGROUND DETENTION .,�` \ �o'� o PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE,
p ti� ' I ; Q+ Y • ' t a� ! �' k e COLORS,. AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING
ip ,fi'QP� VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS.
OHE OHE HE OHF- -^ OHE OHF^ - HE^-- OHE�- OH£- bH£ H£ OHE I Q ra
i o EXISTING 4' 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO.
=,a <I : • SEWER MH. PROPOSED CEDAR I
a�: 2 �••�r PROPOSED
EXISTING OVER- -TING
?I•' °a." o a Ir ' , S # �, HEAD ELECTRICAL : FENCE (TYP) : 6" SEWER ELECTRICAL RIyr t ELEC'TRIC'AL NOTES:
EXISTING CONCRETE �: , ; F`+ ro ,,.'-: DTE BM 2: EXISTING : ; - I'' !
:. _
4 2 -i. -<' MH RIM GRAVEL DRNEWAY : :'.: • t :. • I • _, : CONDUITS
& GRAVEL DRIVEWAY I• :•. `` S J D 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
,o.+ ..:.�. -ry '. J.: L' ELEV.=343.94 •: i 2 0 2" PVC !
LEGEND
�.....
<" t - - ' • • D 2 DEVELOPER PROVIDES 30 OF 414 RIGID CONDUIT FOR RISER POLES DEVELOPER INSTALLS FIRST 10
1.. •..
tea (n
PROPOSED
SIDEWALK
TRENCH GRATE w 1
M ` (n i
EXISTING 8" 1
SEWER MAiN
I y' I •a:
If i -b cF f I
>ti'�•ry i.,so
Ld
1 •,� ,oft t't1�� = i
MOM e
ri In
N
r :• / I
EXISTING HYDRANT
1500 GPM MIN ' :i - ° Q : is I / / th a
CITY INSTALLS REMAINDER.
3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN.
4: DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY
5. DEVELOPER PROVIDES DiGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN.
6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES.
8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES
(INCLUDING STREET. LIGHTING).
TREE PLANTER NOTES:
1. TREES `SHALL BE PLANTED IN A MINIMUM 4!-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH
OF AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR
DRAINAGE.
FIRE FLOW ( i 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY:
A. THE .CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS
APPROX. LOCATION ,� 41 <:.: \ s`° ( i QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL
EXISTING i0" WATER it +nu=.l THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW.
,.
W`to -a0 �_ W_10 W-� II. \ l i j B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS
N
91
BARS
X 18"
SURS11114611�
PLAN VIEW
5"
r
' 611 7" SIDE VIEW FRONT M"V
71
NOTES:
1. MODEL: SUPER CYCLOOPS #2175-8 BY
" COLUMBIA CASCADE OR PRE -APPROVED
EQUIVALENT.
2. ALL SURFACES SHALL BE
TH ELECTROSTATICALLY POWDER- COATED
TH WITH POLYESTER POWDER COATINGS.
LS
BICYCLE RACK DETAIL
N.T•S
1/21 x 2" SOLID
STEL BAR, WELDED
AND GROUND
CHOR BOLTS
NOTES:
1. MODEL: STEELSDTES SERIES #RB
BY VICTOR STANLEY 4C. OR
PRE -APPROVED EQU] ALENT. LENGT
6 -FT
2. ALL SURFACES SHAL BE
ELECTROSTATICALLYWDEK- GATED
WITH POLYESTER P IDER CO ING§.
3. ALL WELDS SHALL BE POLISHED UNTIL
THEY DISAPPEAR, Fa' MING A I"
CONTINUOUS SURFAC .
SIDEWALK BE C3 DETAIL
N.T.
La
i///• % f
�OLTED
ETHER W1 (2) Y2-130
HEX :•
CAST
358
DF
o---- w-10 !, I SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF 7 7
W-10 o - w -to _ W_ _ , w^ s! ----8! w-1 o - _ 1 `` N I j TABLE 1.' 401 SEQ 1,1 L
w -t0- w -r0--_ w_ia �_ _------' i
---- ti _ W-ro-�_ w_ao ___ - -- ---:_ __ II W i C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION
- -----_ -____
to w-ro- _ W-10- _ w_low_:o w_io-_ W i0 ~�� " = i -�- SPECIFICATIONS. .
CCI' LL'
w -f0 ---_ w -yo _____ w_to -- _ W-70 D. BEFORE THE TiME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED,
s -to w-40 W-1 vi-io THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF
s -!o -- s_10 O s -i0 -� S-10 s -10s -to ---- _ -- - ` 20" BELOW FINAL TOPSOIL.
S-10 - S-10 _ _------------ - E. -BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW
BpYLr' s -!o " s -to -- -- s -to -_ s-10 -, S_�o _ _ _ INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL 1S FREE OF DEBRIS AND MEETS PENETRABILITY
STREET STANDARDS.
27 PVMT• WI S -to -___L s_i0 ___ s -r0
(R. 0. W VARIES)
O
c - " F. THE FINAL RESULTING TOPSOIL MUST MELT ALL OF THE MANUAIONY CRI ILRIA IN IAul t 1. It-
EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR
GAS IMPORT SOIL ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED
-- mss-- GAS--- Gas____ oAs REQUIREMENTS.
- Gas -- M_ GAS- cas
Gas -- GAS
G. FOR ; TOPSOIL 'INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED
"
-7-SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4" OF
APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE.
SDIL QUA=STAArDARDS TABLE I
SOLUBLE SALTS
\ ` t�l(1
SODIUM ABSORPTION RATE (SAR)
< 2.0
PH
6.0-7.5
SAND (%)
��-' Kul
f//l1/Iil11I�
SILT (%)
< 70
CLAY (%)
< 30
ORGANIC MATTER (%)
< 5
Ij s
La
i///• % f
�OLTED
ETHER W1 (2) Y2-130
HEX :•
CAST
358
DF
o---- w-10 !, I SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF 7 7
W-10 o - w -to _ W_ _ , w^ s! ----8! w-1 o - _ 1 `` N I j TABLE 1.' 401 SEQ 1,1 L
w -t0- w -r0--_ w_ia �_ _------' i
---- ti _ W-ro-�_ w_ao ___ - -- ---:_ __ II W i C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION
- -----_ -____
to w-ro- _ W-10- _ w_low_:o w_io-_ W i0 ~�� " = i -�- SPECIFICATIONS. .
CCI' LL'
w -f0 ---_ w -yo _____ w_to -- _ W-70 D. BEFORE THE TiME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED,
s -to w-40 W-1 vi-io THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF
s -!o -- s_10 O s -i0 -� S-10 s -10s -to ---- _ -- - ` 20" BELOW FINAL TOPSOIL.
S-10 - S-10 _ _------------ - E. -BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW
BpYLr' s -!o " s -to -- -- s -to -_ s-10 -, S_�o _ _ _ INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL 1S FREE OF DEBRIS AND MEETS PENETRABILITY
STREET STANDARDS.
27 PVMT• WI S -to -___L s_i0 ___ s -r0
(R. 0. W VARIES)
O
c - " F. THE FINAL RESULTING TOPSOIL MUST MELT ALL OF THE MANUAIONY CRI ILRIA IN IAul t 1. It-
EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR
GAS IMPORT SOIL ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED
-- mss-- GAS--- Gas____ oAs REQUIREMENTS.
- Gas -- M_ GAS- cas
Gas -- GAS
G. FOR ; TOPSOIL 'INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED
"
-7-SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4" OF
APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE.
SDIL QUA=STAArDARDS TABLE I
SOLUBLE SALTS
< 2.5
SODIUM ABSORPTION RATE (SAR)
< 2.0
PH
6.0-7.5
SAND (%)
< 70
SILT (%)
< 70
CLAY (%)
< 30
ORGANIC MATTER (%)
< 5
BRICK PAVERS 4" WIDE CURB
FOR EDGING
1" THICK
SAND BED
Ir
4" THICK
#3 REBAR CONCRETE
18" O.C.E.W BRICK DIMENSIONS:
7tie"x3%"x2 "
PATTERN:
RUNNER
BOND
NOTES:
1. :BRICK PAVERS SHALL BE HOLLAND
STONE BY PAVESTONE IN RIVER RED
COLOR.
2. ALL BRICK PAVING SURFACES SHALL
FOLLOW A RUNNER BOND PATTERN AS
SHOWN ABOVE.
3. CONCRETE SHALL HAVE A 28 -DAY
STRENGTH OF 3000 PSI
BRICK. PAVER DETAIL
N.T.S
1. SHUMARD OAK TREE, 3" MIN
CALIPER.
2. TREE GRATE - SEE DETAIL.
3. BRICK PAVERS - SEE DETAIL.
4. AMEND SOIL PER NOTES.
L TREE PLANTER DETAIL
N.T.S
�I
I
STREET APARTMENTS
'
STATION, TEXAS
ESTAT ; PARTITION SUBDIVISION
BLOC ' 20!LOTS 5-8 VOL. 926$ PG. 48
! 0.447 ACRES i
401 SECOND STREET
C LLEGE STATION, BRAZOS COUNTY, TEXAS
SEPTEMBER 2009
OWNER/DEVELO ER: APPLICANT: ENGINEER:
CS Second Sfreei IIS Group, Harle Engineering Co.
Apartments II, I - M. Planning Solutions 3002 Texas Avenue south
16800 Westgrove, Ste. 100 5'1 University Dr, Ste. 205 College Station, TX 77845
Addison, TX 75001 College Station, TX 77840 (979) 693--7191
(7.14) 389-9447 (99) 846-9259
E E�
E • ��
dd
HARLE ENGINEERING COMPANY o CUNT NT WASAAUTHOON
RIZEDIBY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE
3002 TEXAS AVENUE SOUTH NO. 65889 ON OCTOBER 27, 2009.
COLLEGE STATION, TEXAS 77845 RELEASED FOR REVIEW
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
EERING CO.
4538
401 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
SITE
PLAN
SCALE
VERTICAL N/A
HORIZONTAL - 1 "=20'
PLOTTING SCALE: 1:20
FILE NAME: 09-CPY--1
C3
I Hills
!4
4
.4* v
A' - W*4� A.
4* 4.4
-�; i- 4,
4 INS! I
1 110 101 MEN 1 1 A Aim
4
F10;rA1-k1V- MAW
LAME '411
1 ..4
'4
DESIGNED
. . . . . . . . . .
A
JOB NO.
DATE
STRONG
JPS
.* +:�:
... . . ... .
. ...........
- . . . ... _'. .... ;", " . ..........
SEPTEMBER 2009
(Quercus
shumardii)
lm: e
. . .... .
o"
211 CAL
EXAS RED BUD
(C
ercis canadensis)
CANOPY
5 GAL
ABELIA
ielia grandiflora)
21
-2.
S
SHRUB
AN 6.4 A
2-4. �q
INDIAN
HAWTHORNE
Rha�hiolepsis
indica)
38
5 GAL
DWARF
WAX MYRTLE
`g
yrc a pusilla)
4
SHRUB
5 GAL
TEXAS LANTANA
ntana urticoides)
37
t
1 GAL
CONFEDERATE
JASMINE
(Trac
lelospermum jasminoides)
3
VINE
1 GAL
LI
JOPE (BIG BLUE)
%
GRO
I. v 7 v 1. 7 v v 1
1 GAL
A���IAN
JASMINE
119
I rachelosporum
asiaboem)
GROUNDCOVER
MEN==
wwww
141=00,1101
MISSION
no�-UMM
--=Nwiwmwlmvmm
in mmmimratu
.1 1
EMINE
low mmmmmmmm
--=Mm==IiWAMILWIM
L%mmmol
=====I
owmanwli
==I
[MEN: KN:EEgNjjFA
IIL1RVj!11 M MI
AM
WA=iM=MMI
rAmw-.Wmmmm
Emu
MMW.Mlkmmmm
MAWW'I'MMM
---------------
;o In
&
Kr
0013,
01
gn
too
gs,
on,
10,
lk
rim
MOK 'r
Immummommosiminamim
km�
! aw �
mmm
ONE.
I
mmm___
PAN
WINVA
FAII
MRANNI
I Hills
!4
4
.4* v
A' - W*4� A.
4* 4.4
-�; i- 4,
4 INS! I
1 110 101 MEN 1 1 A Aim
4
F10;rA1-k1V- MAW
LAME '411
1 ..4
'4
...........
.. . .....
. .. . . .. . . . . .
t. .. ..... .. . .
'ell
-7
. .... ..... .... . . . . . . . . . . . . .
. . . .. . .....
7 7 -77t
777,
7M
77:
77' :7
7
...... . ....
. . . . . . . . . .
HARLE ENGINEERING COMPANY
TEXAS BOARD OF PROFrESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH L
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED
DESIGNED
. . . . . . . . . .
A
JOB NO.
DATE
STRONG
JPS
.* +:�:
... . . ... .
. ...........
- . . . ... _'. .... ;", " . ..........
SEPTEMBER 2009
(Quercus
shumardii)
lm: e
. . .... .
o"
211 CAL
EXAS RED BUD
(C
ercis canadensis)
CANOPY
5 GAL
ABELIA
ielia grandiflora)
21
-2.
S
SHRUB
AN 6.4 A
2-4. �q
INDIAN
HAWTHORNE
Rha�hiolepsis
indica)
38
5 GAL
DWARF
WAX MYRTLE
`g
yrc a pusilla)
4
SHRUB
5 GAL
TEXAS LANTANA
ntana urticoides)
37
t
1 GAL
CONFEDERATE
JASMINE
(Trac
lelospermum jasminoides)
3
VINE
1 GAL
LI
JOPE (BIG BLUE)
%
...........
.. . .....
. .. . . .. . . . . .
t. .. ..... .. . .
'ell
-7
. .... ..... .... . . . . . . . . . . . . .
. . . .. . .....
7 7 -77t
777,
7M
77:
77' :7
7
...... . ....
. . . . . . . . . .
HARLE ENGINEERING COMPANY
TEXAS BOARD OF PROFrESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH L
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
STRONG
JPS
JPS
09—CPY—1
SEPTEMBER 2009
401 SECOND STRYET
A PARTMENrpo
A -/-x
COLLECE SrPATJ 0 NJ, L TEXAS
.A."
SYMBOL SIZE
NAME &TYPE QUANTITY
0
41�' CAL
S
UMARD OAK TREE
(Quercus
shumardii)
CANOPY
o"
211 CAL
EXAS RED BUD
(C
ercis canadensis)
CANOPY
5 GAL
ABELIA
ielia grandiflora)
21
SHRUB
5 GAL
INDIAN
HAWTHORNE
Rha�hiolepsis
indica)
38
5 GAL
DWARF
WAX MYRTLE
yrc a pusilla)
4
SHRUB
5 GAL
TEXAS LANTANA
ntana urticoides)
37
1 GAL
CONFEDERATE
JASMINE
(Trac
lelospermum jasminoides)
3
VINE
1 GAL
LI
JOPE (BIG BLUE)
GRO
I. v 7 v 1. 7 v v 1
1 GAL
A���IAN
JASMINE
119
I rachelosporum
asiaboem)
GROUNDCOVER
COM
I
NOTE: AN IRRIGATIO YST
PLANTINGS WILL BE I STAL
BEFOREACERTIF1 EOF
LANDSrAPING
L/1_1
PLAN
RF- HYDROSEED
SERVICE ALL NEW
'A CERTIFIED INSTALLER
)ANCY IS ISSUED.
SCALE
VERTICAL N/A
HORIZONTAL 1 "= 10'
PLOTTING SCALE: 1 :10
FILE NAME: 09 -CP -1
- GAS GAS
4
1
r s
t
(
APPROX. LOCATION
O�ell
EXISTING 8" WATER
fly m
��� I�
EXISTING QONCREiE
& GRAVEL DRIVEWAY
APPROX. LOCATION
EXISTING 10°WATER
-- -�o-� w-10 w-10 -
W-10
- GAS GAS - GAS
I
{
elf
I
5 h r -15' PUE -
i
HALE ENGINEERUNG COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77645
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
PARKING ANALYSIS
LEGEND
PARKING,
- w
w W_
WATER LINE
- s
s S -
SEWER LINE
=_=====
ADA SPACE REQUIRED
STORM LINE
- GAS-
GAS -GAS-
GAS LINE
ADA PARKING SPACES
-4
TELEPHONE
- OHE
OHE- OHE-
OVERHEAD
ELECTRICAL
- UGE
ucE UGE-
UNDERGROUND
ELECTRICAL
- GAS GAS - GAS
I
{
elf
I
5 h r -15' PUE -
i
HALE ENGINEERUNG COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77645
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
PARKING ANALYSIS
REQUIRED
PARKING,
33
1-BEBRQOM APARTMENTS
1.125
SPACES PER UNIT (1.5x0.75)
38
SPACES REQUIRED TOTAL
2
ADA SPACE REQUIRED
PROPOSED PARKING:
32
STRAIGHT -IN PARKING SPACES
2
ADA PARKING SPACES
-4
APPROVED REDUCTION BY DRB
34
TOTAL SPACES PROVIDED
j, /
`EXISTING 8"
SEWER MAIN
UTILITY DEMAND
WATER DEMAND
MINIMUM 0 GPM
AVERAGE 26.7 GPM
MAXIMUM (PEAK) 80 GPM
1 l2" DOMESTIC WATER METER
SANITARY SEWER DEMAND
(® 90% OF WATER DEMAND)
AVERAGE 24 GPM
MAXIMUM (PEAK) 72 GPM
6" SANITARY SEWER LINE
6"
"R
4 311 ,
5"
I„
12 3 I
�1» it
�00 3„ 3„ 3„ I2'
2
SITE SPECIFIC NOTES:
SITE BM #1:
MH RIM 1. THE DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS II, LLC. THE
PROPOSED W
CONCRETE 0 ELEV.-347.40 SUBJECT PROPERTY IS LOTS 5-8, BLOCK 20 OF THE W.G. BOYETT ESTATE PARTITION 3»
W ACCEss SUBDIVISION. THE PROPERTY IS ZONED NG -3, NORTHGATE RESIDENTIAL.
EXIw N
ELECTRICAL 2. PROPOSED BUILDING A IS 3 STORY TYPE VA -SPRINKLED, 13,718 SF CONDITIONED - 4'�- 4 BARS
PRtlPOSED ` PULL BOX
T'`J 3 CURB I = SPACE, AND FF=348.00.
O 4" X 18" SMOOTH
BUILDING CUT:
Ty PROPOSED ( XPANSION DOWELS
FDC
OPOSED ADA RAMP 3. THE DENSITY IS 73.8 UNITS PER ACRES (33 UNITS AT 0.447 ACRES).
NCH1 ___ _ pt _ I = 4. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR
E DETAIL I EXISTING 12" BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041 CO143C, CURB DETAIL
N SEWER MAIN EFFECTIVE JULY 2, 1992.
F'ROPOS£D DUMPST£R' _ N.T.S
i _ 5. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE
ENCLESSURE Wf DDORSI
N ( CHERRY STREET RIGHT-OF-WAY. DETENTION IS PROPOSED ON SITE FOR THIS TRACT.
__ _ = EXISTING 6. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND
WOODEN DRAINAGE DESIGN PLANS.
s4 5 FENCE
J
PRpPbSED� v" N W 7. THE DEVELOPED AREA FOR THIS PROJECT IS 0.447 ACRES_ (19,471 SF).
8. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. PLA VIEW
SEE REI"AIL
! 9. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING.
♦ N �
..N=
L PROF+pSEXISTING UNDER- 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
ED BLDG
+; ( GROUND ELECTRICAL
sCOLl1MNS (TYP) .;
)PpSEO
sG OVERHANG `. N GENERAL NOTES:
[n
1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF
�sED s' pVC PROPOSED 6 EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN
tENCH; GRATE MONOLITHIC GCIR19 NSIDE VIEW FRotir VIEW
(TYP) SEE DETAIL ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR
IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES, CALL
1-800-DIG-TESS. NOTES:
-•r- ill �. 2. ALL RADII AND DISTANCES ARE MEASURED TO THE , BACK OF CURB UNLESS
Ott -
PROPOSED `,`C4I g OTHERWISE NOTED. 1. MODEL: SUPER CYC OPS #2175 8 BY
GRATE INLET .Y• . �, W 6- 4�'S COLUMBIA CASCADE PRE -APPROVED
'+Q`•y`ti 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN % COLLEGE EQUIVALENT.
`` I°�°'P�� STATION 2009 STANDARD SPECIFICATIONS FOR WATER & SEWER AND ll1E CITY OF
+� COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 2. ALL SURFACES SHALL BE
_.
b ELECTROSTATICALLY P : WDER- COATED
- OHE __ N�e ticA�� 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T,E., STORM SEWER, ETC.) WITH POLYESTER PO ER COATINGS,
SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON
EXISTING ELECTRICAL N Uj � CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT
:.s SEWER PRIMARY N _ AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT
CONDUITS LEGI!1ND REPRESENT AS -BUILT CONDITIONS. R►ICYCLE RACK DET ,L
2 0 2" PVC 1
5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE N.T.S
N ELECTRICAL SITE PLAN.
X.
EXISTING
6. PAVEMENT DEPTHS: REFER TO SHEET C4 -PAVEMENT PLAN FOR PAVEMENT DEPTHS.
CONCRETE
I
N PAVEMENT 7• LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE (27) STEEL SLATS 1/2'Jx 2" SOLID
LANDSCAPE & IRRIGATION PLANS. ARE FORMED FROM STEE BAR, WELDED
)14"x1 X" SOLID STEEL AND; GROUND
8. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED ON THE SEAT MEMBERS
~"v" PSED PAVEMENT PLAN.
GRASS
m
AREA 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY STRONG
SURVEYING.
PROPOSED 10. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS
V1 `°' GROUND SHOWN ON THE PLAT RECORDED IN VOL 9268, PG. 48 AND AS MONUMENTED ON C ARANCE
COVER THE GROUND FOR 1/2"
ANCHOR HOR BOLTS
11. SUBJECT PROPERTY IS CURRENTLY ZONED "NG -3". NOTES:
PROPOSED
BRICK 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE ..WITH THE CITY OF COLLEGE 1. MODEL: STEELSITES SERIES # 8-2
{ STATION UNIFIED DEVELOPMENT ORDINANCE. BY VICTOR STANLEY IN; EN R L L
PAVERS � GTI
PRE -APPROVED EQUIV
R 13. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED 6 -FT C
PROPOSED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC
°'`•''. CONCRETE RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, 2. ALL SURFACES SHALL JL
. •:r; .': MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE ELECTROSTATICALLY P DER -C ATED
N SIDEWALK COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED WITH POLYESTER POW R COAT i GS.
APPEARANCE.
3. ALL WELDS SHALL BE :'OLISHEE 1 UNTIL
14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. THEY DISAPPEAR, FOR ! ING A
N CONTINUOUS SURFACE.
ELECTRICAL NOTES:01 SIDEWALK BE H DETAIL
- ~- - -- N 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
N.T.S
w-10 -__ _
w-10 w_,o_____ w-10--_ 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER
w-1 ; •-. w-�o INSTALLS FIRST 10' CITY INSTALLS REMAINDER. I I
NOTES:
1. SHUMARD OAK TREE, 3" MIN
CALIPER.
2. TREE GRATE - SEE DETAIL.
3. BRICK PAVERS - SEE DETAIL.
N.T.S
30"
GRATE HALVES BOLTED
TOGETHER W/ (2) Y2 -13x3
SS HEX BOLT & HEX
NUT W/ WASHERS.
601,
NOTE:
1. 60" X 60" NEENAH FOUNDARY
CAST IRON TREE GRATE MODEL #
R -8738-A1.
2. MATERIAL SHALL BE CAST IRON
ASTM A-48, CLASS 358 FINISH,
NOT PAINTED.
TREE GRATE DETAIL
N.T.S
BRICK PAVERS
1" THICK
SAND BED
4" THICK
#3 REBAR CONCRETE
18" O.C.E.W BRICK DIMENSIONS:
7 1;X6" x 3 x 2 „
00 FE__1_:1 PATTERN:
RUNNER
BOND
NOTES:
1. BRICK PAVERS SHALL BE HOLLAND
STONE BY PAVESTONE IN RIVER RED
COLOR.
2. ALL BRICK PAVING SURFACES SHALL
FOLLOW A RUNNER BOND PATTERN AS
SHOWN ABOVE.
3. CONCRETE SHALL HAVE A 28 -DAY
STRENGTH OF 3000 PSI
BRICK PAVER DETAIL
N.T.S
401 SECOND STREET
8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR
a ELECTRIC LINES (INCLUDING STREET LIGHTING). COLLEGE STATION, BRAZOS COUNTY, TEXAS
401 SECOND. STREET
APARTMENTS
COLLEGE STATION, TEXAS
SEPTEMBER 2009
OWNER/DEVELOPER:
APPLICANT: ENGINEER:
CS Second St
Apartments II,
16800 Westgrove,
eet
LLC.
Ste. 100
IPS Group, Harle Engineering Co.
Planning Solutions 3002 Texas Avenue South
511 University Dr, Ste. 205 College Station, TX 77845
Addison, TX 7500
College Station, TX 77840 (979) 693-7191
(214) 389-9447
(979) 846-9259
SITE
PLAN
SCALE
VERTICAL N/A
HORIZONTAL 1 "=20'
PLOTTING SCALE: 1:20
FILE NAME: 09-CPY-1
C3
IX�
Q • �I
a: o
BRICK DIMENSIONS: " BRICK PAVERS
7i s" x 3 ,. X 2 "
1" THICK
SAND BED
'{".':»f..••..••'�:i •: 'd • (•�"e� � y•tt •dam•
.lYlr �• •'�..® •moi,• .. y: 1-=
"' �•`'� T4" THICK
.:�,• CONCRETE
#3 REB7R
18" O.C.E.W
NOTES: j
1. BRICK PRS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR.
2. ALL BRI PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS
SHOWN VE:
3. CONCRETdlSHALL HAVE A 28—DAY STRENGTH OF 3000 PSI
Nil 11 s \ i
STEEL REINFORCING BARS
CONCRETE PAVEMENT
a� C x
_ '• _ _
7,711
EXISTING
CONCRETE
PAVEMENT
PROPOSED
GRASS
AREA
y y
ooQOQo PROPOSED
000000 GROUND
000000 COVER
PROPOSED
BRICK
PAVERS
a . PROPOSED
CONCRETE
SIDEWALK
PROPOSED 6"
CONCRETE -PVMT.
PROPOSED 8"
[71 CONCRETE PVMT
HARLE ENGINEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09—CPY-1 SEPTEMBER 2009
401 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
FH
:LS
PAVEMENT PLAIT'
-z z A
SIDEWALK IMPROVE
�-- 8" LIME STABILIZED SUBGRADE
(EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)
* X=6 OR �8- AS SHOWN ON THE PLAN
* 6" AVEM NT — USE #4 REBAR ® 18" O.C.E.W.
* 8" AVEM NT — USE #4 REBAR 2 12" O.C.E.W.
ATI(,'Al ''CONCRETE PAVING SECTION
N.T.S
SEAL W/ JOINT
M ATERIAL SMOOTH DOWEL BAR
1/2" DIA. X 18" O.C. (COATED W/HEAVY
GREASE)
PER PLAN
N N—EXTRUDING METAL OR PLASTIC CAP, INSIDE
JOINT ,FILLER DIAMETER TO BE 1/16" GREATER
P THAN DIAMETER OF DOWEL BAR
EXPA" ON 'I JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED
EQUA � I
EXPAIIISION JOINTS SHALL BE SPACED AT 45' MAXIMUM INTERVALS.
EQUAL.
ANSION JOINT DETAIL
N.T.S
SAWED OR FORMED, SEAL
WITH JOINT MATERIAL
i
3/8" TO 1/2" WIDE, 2" DEEP
PER PLAN
JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED
JOINTS SHALL BE SPACED AT 15' MAXIMUM INTERVALS.
CONTRACTION JOINT DETAIL
N.T.S
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: 09—CPY-1
C4
1. SEE SHEET Cl - GENERAL NOTES.
/-F347.80
348
347
346
345
344
347.45
SECTION B
N.T.S
HARLE ENGINIEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
TYPICAL CURB -CUT DETAIL
N.T.S
401 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
a
7xx
1347.84 ITPW I
TYPICAL STEP DETAIL
N.T.S
..0.6
4 �
v �
347.90 TW
347.50 TC
347.00 TP
PROPOSED
FF=348.00
347.10 TW
ENTRY DETAIL
N.T.S
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: 09-CPY-1
C5
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
LSTSURVEYED
RONG
JPS
JPS
09-CPY-1
SEPTEMBER 2009
TYPICAL CURB -CUT DETAIL
N.T.S
401 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
a
7xx
1347.84 ITPW I
TYPICAL STEP DETAIL
N.T.S
..0.6
4 �
v �
347.90 TW
347.50 TC
347.00 TP
PROPOSED
FF=348.00
347.10 TW
ENTRY DETAIL
N.T.S
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: 09-CPY-1
C5
4" PVC SCH 40
DENTENTION
DISCHARGE
TO CHERRY
STREET
6" PVC SCH 40
FLOW -IN FROM
TRENCH DRAIN
12" HDPE 12" HDPE
MANIFOLD TEE /JJr (TYP)
24" GRATE INLET
(SEE DETAIL)
12" HDPE
DOUBLE TEE
MANIFOLD
of 411 1 PRAMMINmollul
PARfaNG LOT DETENTION
SCALE 1:10
PAVEMENT STRUCTURE
PER PAVING PLAN
SQUARE
CEMENT STABILIZED
STRENGTH=3000 PSI
SAND PER TRENCH
PLAN
#4 BARS 12" O.C.E.W.
O.D. + 6" MIN.
BEDDING DETAIL
6" TOP &
12" HDPE PIPE
6" SIDE WALLS
#4 BARS 6" O.C.E.W.
#4 U BARS
12" O.C.
,
;ti•� �. ;�• +' s ,*
".�'• •�,: T.�',. `�
'�• ''
BARS:
• ':. .: 'tea'
i.' ' a.
•a �
if�(4
�.�:
•. „
LONGITUDIAL
AS SHOWN
NOTES:
1. STORM SEWER PIPE MATERIAL SHALL BE HDPE, AASHTO M294, TYPE S WITH WATE TIGHT
JOINTS.
2. AREA INLETS MAY BE CAST IN PLACE OR PRECAST CONCRETE. ALL CONCRETE FOR DR (NAGE
CONSTRUCTION SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSL
3. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN", ' OF
PAVEMENT.
4. SEE SHEET Cl - GENERAL NOTES. I'
EAST JORDAN IRON
WORKS, GRATE #
V-5724-1
O.D. + 6"
,�IP►."I
_ PAVEMENT STRUCTURE
PER PAVING PLAN
r — 20.. —fl� 18" MIN
N.T.S.
VARIES
STRUCTURALLY
COMPACTED
VARIES NATIVE SOIL
\%
NOTES:
i
1. TRENCH GRATE &FRAME SHALL BE EAST JORDAN IRON
WORK 6956, OR EQUAL.
2. TRENCH GRATE & FRAME SHALL BE INSTALLED UTILIZING
30, 48" PRE -BOLTED ASSEMBLIES (SECTIONS).
12" 12" 3. DO NOT DISASSEMBLE SECTIONS BEFORE SETTING IN
NATIVE SOIL CONCRETE.
25 1/2" 4. TRENCH DRAIN SHALL BE CAST -IN-PLACE CONCRETE
WITH 6" SIDE WALLS & FLOOR UTILIZING #4 "U" BENT
BARS AT 12" O.C. MAINTAIN A MINIMUM 18" OVERLAP
WITH PAVEMENT BARS AND WIRE TIE TOGETHER.
5. CONCRETE TO BE THE SAME TYPE AND STRENGTH AS
PAVEMENT.
r-k-PICAL HDPE••
DETENTION CROSS-SECTION
TRENCH DRAIN GRATE
N.T.S. N.T.S. N.T.S.
I-IARLE ENGINIEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
40 7 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
PIPE O.D.
8
(6" MIN)
PAVEMENT
STRUCTURE
COMPACTED CEMENT STABILIZED
/ SAND, 1ka SACK/CY, PUGMILL
ONLY. SPADE BY LIFTS INTO
\, PLACE, TO FILL ALL VOIDS
AROUND PIPE. MANUALLY
CONSOLIDATE AT OPTIMUM
MOISTURE.
TRENCH BOTTOM SHALL BE
G D SO AS TO I PROVIDE UNIFORM 12" MIN.
ANP CONTINUOUS SUPPORT FOR THE
PIP E BARREL BETWEEN BELL HOLES
BEDDING AND INCH BACKFILL FOR
HDPE PIPE STRUCTURAL AREAS
DISCHARGE FLOW
4" PVC S H40 FROM UNDERGROUND
RAIN PIPE DETENTION FACILITIES
W Y
W/ONCRETE CURB GRADEDTLK
O'- �• '' •' •'� -4, 'a•%�%\�/�}\}//
PROMOTE FLOW AWAY \/\\/\\/\} TOPSOIL BACKFILL
FROM CURB AND ' ,' l° `/j a' :a• ' : , \ GRADED C DRAIN
\/ /\/\i &LANDSCAPED
INTO STREET GUTTER
04
e
NOTES-
1. PIPE FLOWL11' E TO BE AT SIDEWALK GRADE. SEE
GRAD NG PLAT`
2. PIPE SHALL BE CAT INTO THE CURB AT THE TIME THE
CONi: RETE IS I PLAT I D FOR THE CURB.
3. A 1 MINIMUM 0 CONCRETE SHALL BE ABOVE THE
PIPE AND THE T IP OF CURB (TC) ELEVATION AND
GRA SHALL NO BE DEFORMED TO ACCOMMODATE
TH IPE.
I'
DRAINAGE
PLAN
limml 6 • r
• i�CURB • DETAIL
I
SCALE
VERTICAL N/A
HORIZONTAL 1 „=10'
PLOTTING SCALE: 1:10
FILE NAME: 09-CPY-1
C6
SQUARE
28 -DAY CONCRETE
STRENGTH=3000 PSI
PLAN
#4 BARS 12" O.C.E.W.
O.D. + 6" MIN.
SIDE WALLS
6" TOP &
BOTTOM SLAB
6" SIDE WALLS
#4 BARS 6" O.C.E.W.
TOP & BOTTOM SLAB
_ PAVEMENT STRUCTURE
PER PAVING PLAN
r — 20.. —fl� 18" MIN
N.T.S.
VARIES
STRUCTURALLY
COMPACTED
VARIES NATIVE SOIL
\%
NOTES:
i
1. TRENCH GRATE &FRAME SHALL BE EAST JORDAN IRON
WORK 6956, OR EQUAL.
2. TRENCH GRATE & FRAME SHALL BE INSTALLED UTILIZING
30, 48" PRE -BOLTED ASSEMBLIES (SECTIONS).
12" 12" 3. DO NOT DISASSEMBLE SECTIONS BEFORE SETTING IN
NATIVE SOIL CONCRETE.
25 1/2" 4. TRENCH DRAIN SHALL BE CAST -IN-PLACE CONCRETE
WITH 6" SIDE WALLS & FLOOR UTILIZING #4 "U" BENT
BARS AT 12" O.C. MAINTAIN A MINIMUM 18" OVERLAP
WITH PAVEMENT BARS AND WIRE TIE TOGETHER.
5. CONCRETE TO BE THE SAME TYPE AND STRENGTH AS
PAVEMENT.
r-k-PICAL HDPE••
DETENTION CROSS-SECTION
TRENCH DRAIN GRATE
N.T.S. N.T.S. N.T.S.
I-IARLE ENGINIEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
40 7 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
PIPE O.D.
8
(6" MIN)
PAVEMENT
STRUCTURE
COMPACTED CEMENT STABILIZED
/ SAND, 1ka SACK/CY, PUGMILL
ONLY. SPADE BY LIFTS INTO
\, PLACE, TO FILL ALL VOIDS
AROUND PIPE. MANUALLY
CONSOLIDATE AT OPTIMUM
MOISTURE.
TRENCH BOTTOM SHALL BE
G D SO AS TO I PROVIDE UNIFORM 12" MIN.
ANP CONTINUOUS SUPPORT FOR THE
PIP E BARREL BETWEEN BELL HOLES
BEDDING AND INCH BACKFILL FOR
HDPE PIPE STRUCTURAL AREAS
DISCHARGE FLOW
4" PVC S H40 FROM UNDERGROUND
RAIN PIPE DETENTION FACILITIES
W Y
W/ONCRETE CURB GRADEDTLK
O'- �• '' •' •'� -4, 'a•%�%\�/�}\}//
PROMOTE FLOW AWAY \/\\/\\/\} TOPSOIL BACKFILL
FROM CURB AND ' ,' l° `/j a' :a• ' : , \ GRADED C DRAIN
\/ /\/\i &LANDSCAPED
INTO STREET GUTTER
04
e
NOTES-
1. PIPE FLOWL11' E TO BE AT SIDEWALK GRADE. SEE
GRAD NG PLAT`
2. PIPE SHALL BE CAT INTO THE CURB AT THE TIME THE
CONi: RETE IS I PLAT I D FOR THE CURB.
3. A 1 MINIMUM 0 CONCRETE SHALL BE ABOVE THE
PIPE AND THE T IP OF CURB (TC) ELEVATION AND
GRA SHALL NO BE DEFORMED TO ACCOMMODATE
TH IPE.
I'
DRAINAGE
PLAN
limml 6 • r
• i�CURB • DETAIL
I
SCALE
VERTICAL N/A
HORIZONTAL 1 „=10'
PLOTTING SCALE: 1:10
FILE NAME: 09-CPY-1
C6
HARILE ENGINEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
40 7 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: 09-CPY-1
C7
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009
401 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
NOTES:
1. ADA SIGN G:- SHALL BE MIOUNTED ON THE BUILDING.
2. MATERIALS AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO TXDOT
STANDARD 1PECIFICATIONS (CURRENT EDITION), WITH THE FOLLOWING EXCEPTIONS: 1)
TYPE II MA KING MATERIALS NEED NOT BE PURCHASED FROM THE DEPARTMENT, AND 2)
GLASS BEA MAY BE OMITTED, BUT MARKING MATERIAL SHALL BE TYPE II PAINT -TYPE
MATERIAL.
3. ALL ADA PAVEMENT AND ARKING AREAS SHALL BE IN ACCORDANCE WITH TAS/ADA.
4. REFER TO I NAL PLAT FOR ALL LOT DIMENSIONS AND BEARINGS.
5. SEE SHEEP1 = GENERAL NOTES.
I,
DIMENSIONAL
CONTROL PLAN
1
20.00'
4" WIDE
PAINTED
4„
PA
CURB FACE
PE JTE I-+�- 9.00'
TYPICAL PAMNO
SPACE LAYOUT
N.T.S.
STRIPE
WHITE
C (TYP)
9.00' 11.00' 9.00'
CONCRETE
WHEEL
STOP (TYP)
ADA,PAVEMEN'T MARKINGS
N.T.S.
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: 09-CPY-1
ADA SYMBOL
PAINTED BLUE
(TYP)
*00
SECOND STREET r -.,d 27 PVMT. WIDTH
i (R, 0. W VARIES) (4q) LIRIOPk (BIG BLUE)
f I
10 5 0 1
SCALE IN FEET
.—� —_ IIIII'rjl {�Uf,' {ill[) itillf 1{Till,{�{ l� Jl illr{111{III; t Ill 111..171{J1{1�1iT7i it [�1. - {�,
r 1 X711
i' 111 11{ tr ,I Itl �I'_iC� fit Il hl[I INr I r.r I7jla6,�:
11)I� I,�11 11 �
(24) LIRIOPE (BIG BLUE)
J ll1 Ci I ,II rl 11 ul rl ll, ! r,i1 I III I L 1 u �[ '1{ lil' I Irl
it ltI rll rj'�iTIII 17'l41 l; r 7 illi TI JF{ li(.f}l tl,
(ill 11 r 11 z (t I II r S t I I ll } {1I Irl[I �[C=CIi 1t II i e
(1} TEXAS REDBUD , . 11,n1 halt` ?il 11 s .Irlll�il Ilr ul-;r I=1i Q�:i�F_
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4
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(3) CONFEDERATE JASMINE i
(60) CONFEDERATE JASMIN
1 -fl:, T-
T T�
T T�
T T�
T T�
/AAI 1TnTnnr ro7r, oI inn
HARLE ENGINEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
STRONG JPS JPS 09—CPY-01 SEPTEMBER 2009
T i
T�I
rAA% I To711017 tOTC of IIr\
l
i
i
(7) SHUMARD OAK I
401 SECOND STREET
APARTMENTS
COLLEGE STATION, TEXAS
SIZE III NAME & TYPE
litEDERATE
( rac a spermum jasmmoi es
VINE
1 GAL LIRIOPE (BIG BLUE)
(Liriope muscad)
GROUNDCOVER
COMMON BU I UDA TURF - HYDROSEED
4" CAL
SHUIUTARD
OAK TREE
ERTIFIED INSTALLERY
(Quercus
shumardii)
IS ISSUED.
1
CANOPY
2" CAL
TE
IAS RED BUD
(Ceres
canadensis)
CANOPY
5 GAL
(Abelia
ABELIA
grandiflora)
SHRUB
I'
5 GAL
TEXAS
SAGE
(Le cor
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i
SHRUB
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DWARF
WAX MYRTLE
(My'cia
pusilla)
SHRUB
5 GAL
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LANTANA
Lantana
urticoides)
I'
SHRUB
litEDERATE
( rac a spermum jasmmoi es
VINE
1 GAL LIRIOPE (BIG BLUE)
(Liriope muscad)
GROUNDCOVER
COMMON BU I UDA TURF - HYDROSEED
LANDSrAPING
FRA I ME I UT
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: L1
QUANTITY
1.1
E
21
K
E
35
3
K4
ICE ALL NEW
ERTIFIED INSTALLERY
• ' ' i Ii
111 ' 1
IS ISSUED.
1
LANDSrAPING
FRA I ME I UT
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: L1
QUANTITY
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I Type KCopper
Pipe Size
I Type K Copper 1'
ml9m
00
Voloclty
5fps
lenummendallone
Mesimum Remmmendatl Flow 1P.12 ppm
Avellable WOMlnp Pressure B1 I
161
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PROPOSED THREE-STORY
APARTMENT BLDG.
ICI Irl Irl (Irl Irl �Irl (III (Irll (Irl (Irll (Irll Irl Irl 1�1 Irl Irl (ICI
.00,40
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PROJECT:
401 Second Street Apartments
College Station, TX
SHEET DESCRIPTION:
Landscape Irrigation Plan
McFall - Fuller
206 Richards Street
College Station, TX
Brian Fuller (979) 777-7456
Joe McFall (979) 571-5970
Run Set: 1
Run Set: 2
Run Set: 3
Drip Zone
Data
o
3
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n
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m
0
7
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PROJECT:
SHEET DESCRIPTION:
���"o \\
oo °° 00 To��i��
I
I�
No
m
D o
c CD
m
o s
N
ro
°z
401 Second Street Apartments
Symbol Legend &Hydraulics
; y
S� -0
McFall McFall -Fuller
03 S {
m
y
College Station, TX
°.° °CF. L
206 Richards Street
D
— A
�JOSgEPH Af
�°°o°°°°°°°p° °cc°o°°�
College Station, TX
77840
0
�0�;,OgU0013 9 oo
Brian Fuller (979) 777-7456
#t�FNso°° ° ����
Joe McFall (979) 571-5970
Zone #
Total Flow
Precip Rate
1
713.7 gph
1.44 in/hr
3
296.1 gph
1.44 in/hr
Water Source #1
Water Source #1
Water Source #1
Type
Meier
Type
Meter
Type
Meter
Static Pressure
90 psi
Static Pressure
90 psi
Static Pressure
90 psi
Service Line
0 psi
Service Line
0 psi
Service Line
0 psi
Meter Loss
2.169 psi
Meter Loss
2.02 psi
Meter Loss
0.405 psi
Mainline Components
Mainline Components
Mainline Components
Backflow Loss
6.642 psi
Backflow Loss
6.605 psi
Backflow Loss
4.976 psi
Master Valve Loss
1.786 psi
Master Valve Loss
1.816 psi
Master Valve Loss
1.887 psi
Filler Loss
0 psi
Filter Loss
0 psi
Filter Loss
0 psi
Zone 7 @ 11.895 gpm
Zone 2 @ 11.4 gpm
Zone 3 @ 4.935 gpm
Mainline Loss
0.46 psi
Mainline Loss
0.69 psi
Mainline Loss
0.13 psi
Valve Loss
1.786 psi
Valve Loss
1.816 psi
Valve Loss
1.887 psi
Lateral Loss
0 psi
Lateral Loss
2.839 psi
Lateral Loss
0 psi
Fittings Loss
0.046 psi
Fittings Loss
0.353 psi
Fittings Loss
0.013 psi
Elevation
0 psi
Elevation
0 psi
Elevation
0 psi
Sprinkler Requirement
Bps
Sprinkler Requirement
40 psi
Sprinkler Requirement
8 psi
Total Design Pressure
20.844 psi
Total Design Pressure
55.79 psi
Total Design Pressure
17.282 psi
Residual Pressure
69.156 psi
Residual Pressure
34.21 psi
Residual Pressure
72.718 psi
Wale'Bou¢a 91
Maier Slea
1314Inch motor
81e11c Freaeure
180 pal
Elevation Change
Ion
wWo Lino Information
Plea COT
Typo KCopper
Pipe 81xa
1 Tye K Copp., I'
Length
loft
woolly
15 fpe
Mwmmondetlono
Maximum Recommended Fb 12.12gpm
Avalleble Wedling Preaeure 51 pet
CO
��.0'F'
0 000000 01 s�4
0-.010
10OU 0 P
1
9
- I-
PROPOSED THREE-STORY
APARTMENT BLDG.
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PROJECT:
401 Second Street Apartments
College Station, TX
i
SHEET DESCRIPTION:
Landscape Irrigation Plan
McFall - Fuller
206 Richards Street
College Station, TX
Brian Fuller (979) 777-7456
Joe McFall (979) 571-5970
Run Set: 1
Run Set: 2
Run Set: 3
Drip
Zone Data
Y
o
3
E
°
O
LL
O
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Zone #
Total Flow
Precip Rate
1
713.7 gph
1.44 in/hr
3
296.1 gph
1.44 in/hr
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Water Source #1
Water Source #1
Water Source #1
Type
Meter
Type
Meter
Type
Meter
Static Pressure
90 psi
Static Pressure
90 psi
Static Pressure
90 psi
Service Line
0 psi
Service Line
0 psi
Service Line
0 psi
Meter Loss
2.169 psi
Meter Loss
2.02 psi
Meter Loss
0.405 psi
Mainline Components
Mainline Components
Mainline Components
Backflow Loss
6.642 psi
Backflow Loss
6.605 psi
Backflow Loss
4.976 psi
Master Valve Loss
1.786 psi
Master Valve Loss
1.816 psi
Master Valve Loss
1.887 psi
Filter Loss
0 psi
Filter Loss
0 psi
Filter Loss
0 psi
Zone 1 @ 11.895 gpm
Zone 2 @ 11.4 gpm
Zone 3 @ 4.935 gpm
Mainline Loss
0.46 psi
Mainline Loss
0.69 psi
Mainline Loss
0.13 psi
Valve Loss
1.786 psi
Valve Loss
1.816 psi
Valve Lass
1.887 psi
Lateral Loss
0 psi
Lateral Loss
2.839 psi
Lateral Loss
0 psi
Fittings Loss
0.046 psi
Fittings Loss
0.353 psi
Fittings Loss
0.013 psi
Elevation
0 psi
Elevation
0 psi
Elevation
0 psi
Sprinkler Requirement
8 psi
Sprinkler Requirement
40 psi
Sprinkler Requirement
8 psi
Total Design Pressure
20.844 psi
Total Design Pressure
55.79 psi
Total Design Pressure
17.282 psi
Residual Pressure
69.156 psi
Residual Pressure
34.21 psi
Residual Pressure
72.718 psi