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1r- —r'ill 00CM1044 OeVlCeS Wi,11 be installed and -tested upon installation as per CitX
Ordinance 2394,
Exterior building and ste lighting will
meet the standards, of Section 7.10 of
the Unified' Developmei it Ordinance. The light source
shall not project beli
Retaining Wall RW -5 opaque housing and n ) fixtu
Approximate Location of 5 100 _W, - .- - -1 1 re shall directly project light horizontally. Fixtu
1 00�-Yr Floodplain. Designed by Others. res
— low� iw or Former4v 19 �CONTROL will, be mounted in such a manner that the projected cone of light does not:
See Note 17. POINT #3
4 Comer /8 16. All' signage involved wi, h this pr ec shall be.permitted separately.
rdrkway Place, LP low low— 5 " Iron Rod cross any property Iiii .
Zofied R-4 low low— — A
Retaining Wall RW -6 2085.62 N: 21,10,155 17. Contractor ell
E: 2690.94 E: 2780.24 iall be reiponsible for obtaining retaining wall design and
Prop. Wood Privacy Fen e Designed by Others
(See Arch. Plans.) See Note. 17. Elev: 304.1.1 constructing per elevoYons shown. herein. Design shall be sealed by a�
professional engineer licensed In the state* of Texas. The design shall include
calculations for slidingill overturning, and slope stability, . Calculations'sholl
include a factor of safety of 1-6.and 2.0 for sliding and 'overturning
92"1
respectively. Design, sholl account.for drainage patterns as indicated on these
-------- 1081 plans.
'36�oc nii
co epo I X Gessneir Engineering for m0e information
Gessner Engineering Report No. 10-0506
2501 Ashford Square, Suite 102
College Station, Texas 7784�
Ph.: 979-680-8840
—680-8841 (z)
Fax: 979 (3
0 vera 11 Site Plan .19. 'Lift station driveway shall C
rernain in place until' completion of the hew all
SCALE: Hor: 1" 30' weather access drive. � Once the new drive is complet
Is and open to traffic,
the - existing lift station � drive Shall be removed. ' The lift station d6veway'shalL
15'. 30' serve as a construction access point. Contractor shall not allow any parking Q)
1. #4 Bar 6"
on this driveway and shall maintain the driv
eway to. be,J,n working 6 6
Vi #3 Bart 0 18" O.C.E.W *11.5% max free of debris and rut! until it is remo onditi n, n V
4— S 4_4
REVI E""WED FOR'
#4 B. a rs @ 18" O.C.
#4 Bars @ 18" 'O.C. COMPLIANCE
(D
6"
k"
4
31
Varies
A N I 1 2011
2" Varies
4—
A
-LEGEND L& ABBREVIATIONS
? . Al. i 1,
M,
i-11,�-�.'i"',�`.!4'r 640i Reinforced Concrete Pavement 3 J", COLLEGE STATION
!iReinforce
95.0
— Station P Pipeline 0 Electri See Note 1 d Concrete Pav tm
cal Manhole BC BUILDING CORNER Varies
O.D. OUTSIDE DIAMETER z,
— Top of Curb Elevation' ENGINEERING
I See Note I .
Fire Hydrant BM BENCHMARK + Vari ,�. ri� __.
es
_G PLUS OR MINUS
Gas Line
Proposed Drainage Structure No. .............
0 Gas Manhole CFS CUBIC FEET PER SECOND Oc POINT OF CURVATURE LQ 4,�
Indicates Proposed Water Telephone Cable Gas Meter CL CENTERLINE PkC POINT. OF REVERSE CURVATURE
ELEVATM .3 rz
4-1
Structure Identifier Fiber Optics Cable Guy Anchor CMP CORRUGATED METAL PIPE PCC POINT OF COMPOUND, CURVATURE 6' Is S a ihe
Iron Pipe Found CONC. CONCRETE PROPERTY LINE LIM CEMMA11
Subgrade See 6" Linne'Stabilized __J
EASEMENT, PROP. PROPOSED.
Indicates Proposed Water OE Overhead Electrical Line 0 Iron Rod Found C.A.E. CROSS.ACCtSS
CY Subgrode See Xr
POINT OF TANGEN General Note 18
Service Line Number' �D eet lhde*
UE Underground Electric Line 0 Iron Rod Set ELTA PT General Note 18.
Indicates Proposed Sewer 0 DIAMETER C3 REQUIRE.0
(SE1.0 x Light Pole P..E. PUBLIC DRAINAGE EASEMENT Ai T
Ni Sh ucture Identifier Underground Utilities DIA DIAMETER P.L.I.E. PUBLIC UTILITY EASEMENT
e C3. +V
PVC POLYVINYL CHLORIDE
8S Ex. Sewer Line w/ size Power Pole _out DIP DUCTILE IRON. PIPE PAVEMENT & 6" CURB SECTION Sit Plan 0 +2!
Indicates Proposed Sewer Sewer Clean ELEV. ELEVATION
Service Line Number R RADIUS PAVEMENT.- 6" CUR13'. & SIDEWALK SECTION Initial Erosion 'Control Plan
8S—B.S—. Prop. Sewer Line w/ size Sewer Manhole E.O.P EDGE OF PAVEMENT R.O.W. RIGHT OF WAY
Ambulatory Romp EX. EXISTING
8W- Ex. Water Line w/ size Sprinkler Head SD STORM DRAIN
Grading/Layout Plan
Storm Drain Manhole F.F FINISHED FLOOR SF. SQUARE.FEET AD 44.1
Prop. Handicapped Parking Sign FIRE HYDRANT Ii n -r. - I-
Aw Prin Wr4crUnin .01,,I M.— Wilidii 4. F.H. Gri Lavout Plan At A 141 M e) f)
r T F
Straw Bale Barrier
SF�SF— Prop. Silt Fence
G rading/Layout Plan- C2.4.
Retaining Wall RW�1, RW '2 RW -3 & RW -4 C2.5
Retlaining Wall. RW 5 & RW— 6... C2.6.
Street Sign
TBM
FLOW LINE
S.Y.
F% or-TWIVIC
SQUAREYARb
I.. Drive aisles and dumpster area shall be Type .1
and all other areas Shall be Type 2 Pavement.
pavement Parking boys,
All
Sewer Line, SE—J.. Plan & Profile.. C4.1
Inlet Protection
—.224 Ex. Ground Contour Line
Water,. Line WA— 1 Plan Profile C5
Telephone Manhole
FT.
GALV.
FOOT, (FEET)
GALVANIZED
STA.
STD.
STATION
STANDARD
4,000
'A.
psi concrete...
concrete shall be
;6
Prop. Drainage Structure
224 Prop. Finish Grade Contour
Telephone Pedestal
H.P.
HIGH POINT
SIN
SIDEWALK
B.
Type 1 pavement Shall
Type 2 pavement.
be 7"+ concrete -with
be 5"
#4 bars at '18" O.C.E.W.
w/Culveri Inlet Protection
A
Traverse Point
HGL
HYDRAULIC GRADE LINE
TBM.
TEMPORARY'BENCHMARK
shall
concrete with
#4 bars at 18" O.C.E.W.
Prop. Inlet / Storm Drain
X X Wire Fence
m
m
Water Meter
Water Valve
IN.
L.F.
INCH
LINEAR FEET
TC
TG
TOP OF CURB
�TOP OF GRATE
0 Chain Link Fence
TYPICAL
6_1 ORR
Drainage Flow
0
Blackjack Tree
L.P.
Low POINT
TI
TOP OF INLET
Q
IETAIL
Drainage Ditch
Pipe Fence w/ Cable
R
Cedar Tree
MH
MIN.
MANHOLE
MINIMUM
TMH
TP
JOP OF MANHOLE
TOP OF PAVEMENT
SCALE;
N.T.S.
Indicated Drainage Flow
Subdivision Boundary
0
Elm Tree
MISC.
MISCELLANEOUS
TS
TOP OF SIDEWALK
w/Strdw Bale Border
Prop. R.O.W. Line
9
Mesquite
NG
NATURAL GROUND
TEL.
TELEPHONE
Straw Bi
Pine Tree -
N.T.8.
NOT TO SCALE
VPC
VERTICAL POINT F CURVATURE
0
— — — — — — — Easement Lines
OC.
ON CENTER
VPI:
VERTICAL POINT OF INTERSECTION
Grading/Layout Plan 2.3
G rading/Layout Plan- C2.4.
Retaining Wall RW�1, RW '2 RW -3 & RW -4 C2.5
Retlaining Wall. RW 5 & RW— 6... C2.6.
Storm.. Drain SD -J & SD_2 Pl6n'I& Prof iie' C3. 1
SHEET NO.
Sewer Line, SE—J.. Plan & Profile.. C4.1
Water,. Line WA— 1 Plan Profile C5
Construction Sta ndard Details 1
Prop. Wood Privacy Fence
(See Arch. Plans)
S.S.E.
3/153 8159/ 29) 4,
Al�
ELL,
11"AN, �,Iae
T
IF
r"11 �
TI
R."
00
Island Area
Island
Area .(SF)
7
7
i
.4
432'
429
191.
18')
92
4 2 5)
433
423
423
203
203
233
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Ex. Sewer Line w/ size Sewer Clean—Out ELEV. ELEVATION R RADIUS Grading/Layout Plan C2.1
Indicates Proposed Sewer E.O.P. EDGE OF PAVEMENT R.O.W. RIGHT OF WAY
Service Line Number —SS—SS_� Prop. Sewer Line w/ size Sewer Manhole EX. EXISTING SD STORM DRAIN Grading/Layout Plan. C2.2
Sprinkler Head
--------- G Pla C2 3
m -ELEWFICM
Ambulatory Ramp 8W_ Ex. Water Line w/ size Storm Drain. Manhole* F.F FIN18HED FLOOR SF SQUARE FEET 1; Drive. aisles and dumpster area shall be Type 1 pave 'ent. Parking bays,. rading/Layout
F.H. FIRE HYDRANT. Ss SEWER SERVICE and all other areas shall be, Type 2 Pavement. All concrete shc.ill be. Grading/L7 Ian,', -C2 4
Prop. Handicapped Parking Sign SW 1%, Prop. Waterline & Fire Hydrant Street Sign FLOW LINE S.Y. SQUARE YARD psi concrete. C2:5
W-41
R Retaining all ' W—V RVC4
E 41 REVIEWED PO VtRp
+ TI3 STATION - I i
-C2 6
Straw bale Barrier —SF—SF— Prop. Silt Fence M FT. FOOT (FEET) STA. A. Type 1 pavement shall be 7" concrete with #4 bars at 18" O.C.E.W. I Retaining Wall RW & RW�6
Telephone Manhole STD. STANDARD I i . . , , .. 4 ` ,
B. type 2 0avement shall be 5" concrete with #4 bars at 18 O.C.E.W.'
txi Ground Contour Line Telephone Pedestal GALV. GALVANIZED Sw SIDEWALK m
&Occcb Inlet Protection AARAIN CE
H.P. HIGH POINT NO.
n Profile C3 1 SHEET
Prop. Finish Grade Contour Traverse Point HGL HYDRAULIC GRADE LINE TBM. TEMPORARY
Prop. Drainage Structure BENCHMARK Storm,,,, Drain tDl
TC TOP OF CURB
CM= w/Culvert Inlet Protection m Water Meter IN. INCH JAN 20 201f Sewer Line SE' I
— X — x.— Wire Fence TG TOP OF GRATE TYPICAL 6" CURB & PAVEMENT DETAIL PIbn & Prdn4 6 C4.1
Prop. Inlet / Storm Drain 14, Water Valve L.F. LINEAR FEET TOP OF INLET
TI
Chain Link Fence L�P. LOW POINT.
SCALE: N.T.S. ro ,,.'31
0 Blackjack Tree MANHOLE TMH TOP OF MANHOLE. Lira_ �2, J:, 61A i tON
Drainage Flow MH, Water Line WA -1r Pldn & P fe C5.1
TOP OF PAVEMENT DEVER1 . 1 .44
_____0 — ----- 0— Pipe Fence w/ Cable TP DPME?NIT
X Cedar Tree
C
T8 TOP OF SIDEWALK'
MISC. MISCELLANEOUS
MIN. MINIMUM ERVICE
> ri- Draina
ge Ditch Onda Id is A C6 1,
Subdivision Boundary 0 Elm Tree TEL. TELEPHONE LED, onstruction. St
NG NATURAL GROUND I
Indicated Drainage Flow 0 Mesquite Construction Standard.�XA�ils
Prop. R.D.W. Line N.T.S. NOT TO SCALE VPC VERTICAL POINT OF CURVATURE
w/Straw Bale Barrier # Pine Tree 0C ON CENTER VPI VERTICAL POINT OF INTERSECTION construction Standard Details., C6.3:
Straw Bole-/
- — — — — — — — Easement Lines
OCEW ON CENTER EACH WAY
0 Post Oak VPT VERTICAL POINT OF TANGENCY
Prop. Hose Bib WS WATER SERVICE Landscape Plan Ll
Water Oak Tree OF 1P SHEETS
001
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LANDSCAPE ANALYSIS I � . I I . I \ � � � � � . 1, I � I � I I I �
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I � Total site arecT - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - � -- - - - - - - - - - - - - - - - - 146,550 Sq. Ft. I � � �� � I I I I . � I I I � . I I � I � I . \ I I . � . � I . I . I I I I � . I I � � . I I . � I I
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I I I I I I I I � I . I 1. I . . . . I- I .. . I I I � � . I � I I . I I . I . . I . I I � I
I . Points per project area required: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4,396.5 Pts. � � � . I I . . I . I I I � � � . � � .1 � � I I \ I I . I I I . I . ,� I I ) I I � I . . � I 11 �� . I I I I'll . I 11 I
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I I � (1 46,550 +I 000 X 30 Pts) . � I . I I . � I . . . I ., I I I � . 1. I I � � . I . . I � I � I � � " . I : . I � \ � I � I � I � . � I .� I I I � I I I I . ,
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I � � � . . I I � � . 11 I I . I � .1 I I I I . I I I I I � � I � . I � ,
I I . Streetscape points required: � - � - - - - - - - - - � - - - - - - - - - - - I - - - - - - - --- - - - - _1 - - - - - - - - - 2,064 Pts. . I I I I I � I I . . I I I I . � � I . � I 1 I .� r . I I � I � \ I � I I I � I . I � . I I I � I . I - . I : , ��� . . . I , I I I
I I I � I � � . � I . � I I . � , � . � I I � . . � I . . 11 I I
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� I I . . I (389'Road frontage minus 45'driveway I � . I � � � I I . I I I � I � I . - I I . I I � I I . . � I � I I I I � I I I \ I I I I � ,� I I � I . I � . I I � . I I
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� I .
I Triangles = 344 - 50 X 300 Pts.) . � I I . I I I . I I � 1. � � I � � I'll I � � I � � I I � I I \ . I ,� I . I � � arvey Mitchell Par ay (FM 2818) � l�
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. � � I . I I � . 1. I � I I I I � I � \ I I � I 11 i:
� I I . I � I I � . � I � I . I /"' I I I . . I � I I � I � � I . I R.O.W. idth Varies , � I r� .
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� � � � � I . I � :r I I I ,� I �
� . Total landscape points required: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6,460;5 Pts. . . . � � . . I I I � I I I I . ,� � � � . I I � I I .. I . � .. � .1 I . I I � I . I I � 11 � I'� I I � I I I . I 11 I I .
1
� I . I I I I I I I I I I - I I I I I � I � I I I'
I � I . I !. � - I 1: . I
� � (Note: A minimum of 50% of the required points (3,230.5 Pts.) I � I I � � . . . I . I I I I ,� . I � I I � I � I . � I . . � �
. I I I I I . . T I � � I I � I . � I . . I . I � I I I I I � I . � � � I
. I must be canopy trees). I � I � I I � � I I I I I I . � � . I . . / I . I � � �� . . . 1. I - I . I I 11 11 � .1 I . I I I I I - . . � I I 11 I 1: I � . 1. - I ,� � I . . � I I �
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. � Required streetscape trees: � - - - - - - � - - - - - - - � - - - - �� - - - - - - - - - - � - - - - - - - - - 14 Trees . � � I I I I I . I . I I I � I I � I � . . I I I I . � �� I I I . I I � .1 � . ,� ''I 11 � . . � I
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. LANDSCAPE PROVIDED FOR STREETSCAPE I I I I I I I I � . . I 14'�rN I 1 _kc�. ke�. _1�4�.. . sl===�=� _Iie�' _��. Al_"'�. \ 11 � . � I : . . I . 308 N. Bryan A e. �
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I 0 C> I . � I I 11 I N ��I�,(D ie,'D I I I IRRIGATION SYSTEM NOTES I - I L I I k � I I I GJ ; 0
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I . � . - . - I � . � . � L I I ;:
. I L I . . L � . . I I I I 1 . The irrigation contractor is responsible for designing, furnishing and installing an L . I � L I I I I I I I
I I . I I L I L I I I
I L . I ,
I I � L I . I I � L I I L L . L irrigation system for the complete site. Conduits shall be provided beneath paving as I I I . . I ,L . 1.
. L I
. I L I I I I L .. 1. L
I (�) �_') If I I . L I I I L I I I L 1. � q 'S �*" I , L requited to irrigate all new lawns and plantings. I I . L I L L . I .. L . L . L L . L L . I .1.1 . 1 I . .
. I I I I L I L I . L I � L L I I 1 .2. Provide a 1 1/2" water rrieter dedicated to landscape irrigation. L � . � I � L I I .11 , .. . I L I � I . I L I
I � I I L . L L L L I I I I i ..' L I I L . I I L I I
L . I I . I I I - . I i I
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I I I I . I I L L I I I I . . I I L L I I � 1: )9�V - - I The contractor is responsible for obtaining an irrigation permit. I L I I L . i L I L . L I L Revisions 11 - L
I I L . . I L 191 L ,L I . 11
. Garden hose segments L I I I L I I L Irrigation system must be protected by either a Pressure Vacuum breaker, a Reduced I I � I � i I I I I L
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I I . L I I L . 11 (� S VVP14X 4. L . I 1 . I L I I I 11
I I I I I � L I Pressure Principle Back Flow Device, or a Double -Check Back Flow Device, and insta:led I . I I : I . I I L I I Number Date
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I I - : as per City Ordinance 2394. 1 1 . I : ........... I"......-- Avoll
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I L 3 strand galvanized wire I L L �_� 5. All Back Flow devices must be installed and tested upon installation as per City . :V _"r�:w - I IP
I L I I � � 1 291 ec 201 0
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I I I L I =:V ef . � I Ordinance 2394. L I L . � I . I L , I I L I
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L L I L L L I I . L L I L I I
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� L I I . L 2 X 2 X 8'treated fine stakes I 62 I I I L � I . 6 Provide a bubbler head for each canopy tree. L . � I . L
L L 2" layer pine bark mulch I I L I I . I L I PLIA ANCE � L . .L I 11
L I L I I L I . I I
I ;�'_ ( 3 per tree) I � L L I L L I I I . 7. Provide 1 00% coverage for all areas to be irrigated. , L I . . . .� . C "'� M L. I I I
I . I I I 1: I
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11 . I . I . L I . L . I 1 8. Coordinate with the owner for an interior controller location. I L I I I , L L
I IL L I . I . I � . I L L � . : �
L I L L I . Backfill mix: I . . � I . I I . I : I I L . . I I � 1i IL � . I 11 I
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. . 2" layer pine bark 6" . I . �D 50% sandy loam topsoil I L I I L . L L � L I ,! I
I I 1=1 25% peat moss . . . I I I I . L . I L I ,:
I To I �_ 2;�) I I . L L . - , ,: I
. I I � 8" 1 1 1 . . I I LANDSCAPE NOTES I I I . L I I � �_ . . - �,jj:�-, I I i
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. I I I I . I bark mulch ,, L I L I . L � I I I . . I I L � I . ,'; V IL ' . 'AV
L _"'�� 1 3" TO 4" high soil well . I . 25% well rotted pine . I \ C� . - CE
Finish grade I . L I I I I . I I L . . I . Do not install plants until the irrigation system is operational. I I . I . I vE I'll, Be .
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L L ' ' ' I 1 1 1 1 1 1 /11-1111111ilL- L . � I . I 1 2. Coordinate w / irrigator on canopy tree locations. . L _ I .- . .
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- I . - Finish grade I I I I . I I I . - I ".1 . I L ii
L . L I . �nl I I
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I I HI I L I . � . ______--- 3 . Compact the soil well around canopy trees to prevent rupture. L I I . . L I � L I . L LL Proje L
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. L . . I I I . I I L . I I . �
I L I I .
- I - Planting mix: 50% Sandy loam I .H. I I I 1 . � . . I L L . I I I I I L I I L
I 1 4. Stake all new trees. . L I . . L .
. - I . I I � L
Root Ball - I I _iuL I L L . � I J � I I L I L I L 1 7 December 201 0 1
. . install top of 4 - I - I 1 25% peat moss I I - 1111L I I I L I I I I - L 1 2 _N L 5. Perform finish grading before the irrigation system is installed. . . L ,� . I I I . L . I LL . I I . . . . I
I T � / A. L 25% well rotted pine . . � I I I . I I L. . I I 11 . . I IL 6. 1 00% coverage of groundcover, decorative paving,clecorative rock (not loose) L ��S_ , I I 1. . . . L . I . L I � . L L . . I I I I i . I
root ball level I I I . I I I I ��) I I . L I . � IL L I , L
I I L L .bark mulch L I 1� L . L I . I I I S L I � . I I I . � � I I L I . I L L i
with the finish / . I . 1 l:;41 hJ 1 �41 11 �J I J:;J I t;j I - L I L or a perennial grass is required in parking lot islands, swales, and drainage area I I � �
. I L LL � I I I In I I . L ... I I . �L I I I L I I I � I L . . I L I the parking lot setback, right-of-ways, and adjacent property disturbed by I L L . I I I � L I 11 � L I . . , I I I . .. I . L L I L I .
I I grade, . I Stake all trees I VARIES I I I I . I I I I I I " I . I . . I L I L I I L 1 i
. L I L . I I / L I . \ � . . L . . I a5 I I 1. I construciton. IL . L I � L � I L I . L L . I I 1
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L SCALE: 3/8"=V-0" . Ref. 1 /L1 . SCALE: 1/2"=1'-0' 1 . . I I I . I � I I I . 1. L L I I L . I I . I L I I
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