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J 1 TRA5H E31 N ENCL05URE #3 REBAR 11U1 BAR
(Typ') G" x 24"
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PAVEMENT A -
LOCATION MAP
GR4,95 SLOPE
NOT TO SCALE
GENERAL N )TED:
15ENCHMARK ELEV. E TABLISHED BENCHMARK ELEVATION FOR EX15TING t, Z u)
E CUT IN FIRST CONCRETE INLET
G" Tlik, CONCREI E I FAVEMENT (3,000 p5i) PROP051 D ELEV71 7N5 AND CON TOURS 6 THE SQUAR
E30X NEAREST TO I NTRANCE TO 5 TE.
NOTE! CONTRACTOR SHALL GROUT-fILL ALL CELLS CONTAINING #3 REBAR. @ 12" O.C.B.W. 2. THE CONTRACTOR: HALL t5E RE5PO'N5IBLE FOR VERIFYING THE LOCATION Or ALL
REBAR WITH 2,000 p5i GROUT INCLUDING TOP BOND BEAM, EXISTING UTILITIES, AT LEA51'48-HOUR5 PRIORTO BEGINNING CON51RUCTION, THE
I. CONTACT DIG E55 @ 1-,500-344-8377. _0
CONTRACTOR SHA CORDANCE Wil H 15/C5 UNIf IED DE51GN GUIDELINE5 AND U
KA I I wAi I nFTAIL (TRA511 DIN ENCLO5URE) 3. ALL CON5TRUci ibi SHALL 5E IN . �hl�_TPI I ION TESTING 'T �D .
s �* C`� 7-��j �r I
y -r EL) SPECIfICA1 IONS if R WATER,, SEW R
DRAI WAGE- INNU -, I Kt -t I
NumERiCAL LEGEND: N,T,5. UCTION, Z En
tig _7j_,__! NCE WITH THE CITY5 STANDARDS. ALL CON5TP
(J) ED IN ACC, ORDA
SHALL 13E PERfor
r 'I
7,L _; 35. PROPOSED EL SHALL BE GOORIDI ATED WIT111 T
CO ED m; Y ENGINEERS OFFICE PRIOR TO START.
..F. Of DbI, 4"0 PVC UCTION
-01\151BLE FOP, ALL CONS
-IV IC 0 1 . BENCHMARK FLEV. 3 15.55' SQUARE CUT INTO CONCRETE DUIT5: 50 ECTRICALTRAN5fORMEP PAD HE CIT 00
C I L-1 11 _, - 20. UNDERGROUND ELECTRICAL CON TRUCTION SAFETY. CON5TP Z c,
IM 7f .11 91 -R E OXE5 EDI r%
,7z
3 4. THE CONTRACTOR 5 R
2. GRATE INLET# I (EXISTING), GRATE ELEV. =818,05' 0% vvG" CLEANOUT 3G IY2,, WATER METER, I IRRIGATION WATER METE NT5 FOP,
k3l�l G,,0 Sop PG PVC PIPE @ -7. CONSTRUCTION 5AfElY.
-SITE) DRAWINGS DO NO' INcLUDE NECE 5ARY COMPONE
21, GO L.P. of
3. EXISTING GRATE INLETS (Orr OUPIED UTI [TIES, WHERE 51 -1 -All,
qo. IED UTI IMATED ONLY,
AMP w/DOME BRICK5 (SEE DETAIL SHEET) 5, LOCAT11_11 _1 -1-
F/L 11\1= 317.25'
In 4, A.D.A. P FIL OUT = 312.90' Iv �y BE PRE515 FHATARE NOT5HOWN ON THE CONSTRUCTION 0
rj@ z OTHER UTILITIES z zw
0 rri ul 5. EXISTi NG FIRE HYDRANT #I DE 51DEWALK
(a , 4e 12 G. EX(5TING'f5PERAN1ZN SIGN, SEE NOTES TH15 PAGE. 22. G4'Of 4'Wi DRAW1 JG5. THE CONTRACTOR HALL BE RESPONSIBLE FOR LOCATING AND cri
u. if r
rT1 23. G" PA15EO CURB ffYPICAL) - SEE DETAIL ST 1 -04 PROTECTING OF Al - BURIED UTILITIES. ui
JJ --71 _17�ns_ 7. CURB INLET E30X # 1, SEE DRAINAGE SHEET C-4 24. GRATE INLET #4, NEENAH # 48 1 O -C, GRATE ELEV, =318.50' PT -4
G. THE PROPOSED Bt ILDINGS AND 90CIATED DIMENSIONS SHOWN HEREIN
8. GRATE INLET #3, NEENAH #4.5 1 O -C. SEE SHEET C-4' H DIN ENCLOSURE (I 2'x IZINTERIOR) - SEE DETAILTHI5 PAGE `OWNER. I jr A
ZOVIDED, E
@ 25. TRA5 WERE PP
9 SAW CUT �. REMOVE CONCRETE CURB
2G. 15 L.f. Of 4'WIDE SIDEWALK 7. THE SUBJECT PR( PERT), Ib (�UFFENTLY ZONED NP - ADMIN15TRATIV.E�- @)
?N Lu 0 10, HANDICAP PARKING, SEE DETAIL TV115 PAGE u
1V 5FE DETAIL SHEET
AMP
27. A.D.A. P PROFESSIONAL. -YEAR F 0
1 1. EXISTING 5" WATER M k(N pEpTY� DOES N DT LIE WITHIN THE LIMITS Of THE 100
12. EXISTING 4" GAS LINE (LOW PRESSURE) 25. DECORATIVE 51DEWALK, TO BE DETERMINED BY OWNER 5. THE SUBJECT PRM
L15HED BY THE FEDERAL EMERGENCY MANAGEMENT
F,), SEWER MAIN, 5EESHEET C5 5 f5TAD 110
0. 13. 4'51DEWALK --- HAZARD AREA A CTIVE DATE JULY 1992.
30, GAS SERVICE LINE.- TO BE INSTALLED 15Y OTHERS AGENCY: MAP NU ABER 4804 1 C 162C.. Ef f E
14. HIGH PRESSURE GAS LINE 31. G" RAISE[) TEMPORARY CURB - SEE DETAIL TH15 PAGE 9. ALL PROPERTY IN! oRMATION 1`0 ND HEREIN. INCLUDING METES AND _4
3051 1
15. VERIZON JUNCTION BOX 32; 4 SLOT 51KE RACK, . INVERTED 'U' BIKE RACK \At/ G'x 9' PAC) -DETAIL TH15 PAGE 13OUND5 DESCRI TION5 * UTILTITY EASEMENTS, WERE PROVIDED BY, KERR >4
SIGN
�15EP SURVEYING, MAR -,H 201 1 z
I G. ATM05 GAS P
14 17, 1 GO L.f. OF I - 112" 5ch. 40 PVC WATER LINE w/5ADDLE TAP VALVE 33, 2" SADDLE TAP � WYE MINU5 WITH
4 '1 10. ALL SIDEWALKS A ID RAM SHALL BE CON5TRUCTFD IN STRICT ACCORDANCE
34. WATER SERVICE SHALL BE P DEEP AT THE POINT OF TER
(3 54 15f) 15. -TELECOMMUNICATION CONDUIT: 17G L.f. Of 2 2"0 Sch. 40 PVC 5 TY P�
w 10 TERMINATE IN AN ANGLE BALL B`(.CONT RACTOR A.D.A, (AMERICAt 5 WITH DISABILITIES ACT) AND T.A.5. (TEXAS ACCE551 ILI
19. OVERHEAD ELECTRICAL LINE,
STANDARDS) REC j1REMENTS AN STANDARDS.
E DE511 N AND ANALYE
-1. LAND5CAPEPLAN5
15 CAN BE FOUND ON SHEET L
Q 0-51 7.5'51DE E3LDG. 1 1. LAND5CAP
ale. c - i - "n Mir -TAI Fn RV A UCFN5F_D IRRIGATION COMPANY.
�111_\LL
L @W00 [E >
FT1
c 15 - I I
3 5ETE3ACK IpMoQ x 12, ALL CURB RADII � IALL BE I! I`RCM BACK or CURB UNLE55 NOTED OTHERWISE.
2@Mlo m �GRA�5 50D (ST. AUGUSTINE) TO PROMOTE GRA55
13, CONTRACTOR 5H �LL PLACH!
Lu 15C.O.C.S. 25FRIVATE RE-GROTH TO AL AREAS THAT H�VE BEEN DISTURBED BY CONSTRUCTION.
< ::3Y 101 C.0 C;51 F. U. E. ACCE55 I OUNT D MECHANICAL EQUIPMENT SHALL BE SCREENED FROM
I zA5EIVIENT 14. ALL ROOF AND G OUNP-M J.
25' P. U. VIEW OR 150LATE ) So AS NOT 0
BE VISIBLE FROM ANY PUBLIC RIG�T-Of`-WAY OR
0) RESIDENTIAL DIS-;�ICT WITHIN- 1 01 Of THE 5L113J
< FRO fIVEfEETABOVEGRADE. 51-1-MCREENING SHALL BE COORDINATED WITH THE
SET13;�C7 LfN_ _E 3 n 13UILDING ARCHR CTUKr_ A I h I IL) SCALE TO MAINTAIN A UNIftD APPEARANCE. T"' VIP
ING AND 51TE LIGHTING WILL MEET THE STANDARD 0
2 0
70 ECT LOT, MEASURED FROM A POINT
25'-N
N4GO14'15"E 199-91' 15. 51TE LIGHTING: f <TERIOR BUW)� 5 F
CF SHALL
F E UNIFIED EVELOPME14T ORDINANCE. THE LIGHT 50UP
(:p SECTION 7. 10 0: THE UNIFIED
n NOT PROJECT BE Ow AN OPAQ E HOU51NG AND NO FIXTURE SHALL DIRECTLY, PROJECT
> L ) I
zs , I - -IXTURE5 W
i I "I. - - - - - - - - - - .- 7J LIGHT HORIZOI,jT, LLY. r ILL BE MOUNTED IN SUCH A MANNER THAT T jog,% x
12" 1 40a
PROJECTED CON Of LIGHT DO 5 NOT CROSS ANY PROPERTY LINE. Lu
ON NOTE5: At
rn 5TORM WATEf MITIGATI
[�3 �5 SOLE FO G A NOTICE TU INTENT (NO0 WITH
Is w v;
5 29 _Ij 00 1 . CONTRACTOP/ , IEP,7 RE5FON cl
4 1
TCEQ PRIOR TO C DN5TRUCTION 11
11 p L, T uj mi
POLLUTION PREVENTION
Lu 70 2. THE COI, ACTOi 15 RE5PON51131 FOR ALL STORM WATER
NECESSARY d5m
7- A550CIATED WITI 11115 rROJEC'I, I THE CONTRAC1'OR. SHALL USE ALL MEANS U.
200,001 20 1 <
-9-5 1-0597 1 0 10
------ Oil �721 PREVENT THE TP',/, i5POKTATION Cf SEDIMENT FROM THE PROJECT SITE. AmIlk
> C_�� -R GRASSLAND 0
------ 0 (A C)� ITE GENERALLY SHEET FLOWS ovr
@2J- ED ROM THIS 5
3. ALL STORM WAT R PRODUC
0 15 COL.ECTED VIA INLET GRATES LOCATED IN PARKING AREAS AND
AND PAVED ARE 5 0
IT I cc
A.T . . . .. .. .1 .. . . I.. I , I I I @ 5 CONVEYED TO THE EXISTING DETENTION FACILITY. IT 15 cc 0
g ALONG PRIVATE )RIVE AND T
CONCRETE OUTFALL STRUCTURE.
THEN METERED, )LIT VIA THE Ex STING PP
r(T
7� 4, CONTRACTORSiALI_r�ECON5 UE DETENTION POND FLOW LINES BY REMOVING
GAS N-ILOW 4- OUT-fLOW STRUCTURES AND BY P
ISTING __4AS GAS SILTATION DEPC 3IT5 AT BOTH I E-GRADIING
SIDEWAL UGE 7
K
5:0 BE RE 5
WHERE NECE55 RY A111D SHOWN ON PLANS
SD mom
IALL
5. THE CONTRACT( R 5r PON5115LE FOR THE CONTAINMENT AND PROPER
Of
b5 D(5FO5ALOfA LIQUID, �ND��OUDWA5TE A550CIATED WITH TH15 PROJECT. THE uj
u k N ::,j. ARY TO PREVENT THE OCCURANCE5 w cn
z I to) CONTRACTOR E 1ALL USE ALL. tv EAN5 NECE55
b
> 2-S WIND BLOWN U* TER rROM THE PROJECT.
m
f 0. Lu
ATER 5AN FARY LIL
TEL w 5EW�R LOADING5:
<
J
t I . TOTAL AMOUNT )f f IXTURE UNI -5 IS 73 f U.
j
POSTED SIGNS 2. PROJECTED wAT R t 5ANIt�,ARY 3EkA/FR DEMANDS: OWN U, 0
7 SITE L WOUT RESERVED 14 9 AVERAGE 1 FEAK MAYIMUM
16U
-C -7,1 -.7 SIGN 280,jprn 92 cjp7m
SCALE-, V 20' WATER -73_77_�_�
D 120,000cjpd 0
Lu SEWER GG c ul
ipm
um
JN
RESERVE[) SIGN VAN ACCES5115LE
PARK(NG ANA -Y515:
12 A . _1�1
PARKING ANALY fl5 REQUIREN ENT5;
< 0 OVA
121
1 COLORS: SIGN
71 y� I per 250 51 -of OFFICE
LEGEND BORDER. 13WE . . . . . . . NO
4�1 0 1 , ,, I -? - -r,. '. I j.- _, ,,/ - I PROPOSE -ICE: 5,400 S.F. 22 P.5. REQUIRED
Ofr
BACKGROUND WHITE w gig
RESERVED PENALTY 03 D 4,, 30 P.5.
KI N )POTS PROVIDED:
0. V PAR
I H LU DES
PARKING WHITE 5)1\450L ON BLUE BACKGROUND SIGN Ow 2 HANDICAP 5P
N OT5 (I VAN ACCESSIBLE)
SEE NOTE G.
Lu 7
TEXAS MANUAL ON UNIFORM TRAFFIC
DF'IGN:
18" PARKING/PAV:MEN
ONTROL DEVICES (R7-8)
C
Ky Z, -L,., �. - 1 1. PARKING LOT S�- \LL 13E REINFORCED CONCRETE WITH #3 REBAR (GRADE GO) T
WON N al /, - 1�
2-3/8"0 GALV. AT 12" ON CEI�\Ij 7pli 5
PENALTY 51GN PIPE P05T
0 2. CONCRETE SHAI 13E 3,OC)u Pei AT 28 DAY STRENGTH. CONTRACTOR 15 RESPONSIBLE
SLUMP DURING PLACEMENT. (5'
COLORS: I 'SLUMP MAXIMUM)
29 \DER. GRE EN M M FOP, MAINTAINII� 3
LEGEND � BOP
BACKGROUND WHII E 3. CONTRACTOR 5 iALL CONTACT ENGINEER PRIOR TO PLACEMENT
IN, m"I'll
RPROOf FAINT.
I IR ING SHALL BE 4" WIDE Of WEATHE
N
I
Lu 4. PAVEMENT 5TRI ING: ALL STR�P
VA
IN
M TRAFFIC
G" TEXAS MANUAL ON UN(FOP I " r -;� c. 4 -
[ACCESSIBLE (j) m g , 151TE CLE GRA, DING:
AR1W AND
g I . SITE PREPARATION: CONTFUNCTDR SHALL CLEAR ECT SITE
0
CONTROL DEVICES (TYPE R7 -8A) 1-000.1"', AND GRUB PROJ OF ALL TOP
31' 501L AND ORGA JIC MATERIAL. TOP SOIL SHALL BF STOCKPILED ON-51TE AT A
VA VAN ACCE551BLE 5IGN 19 LOCATION DE51 BY OW�ER-
21-G"
COLORS; FOUND TC BE 1PUMPING'OR'SINK-HOLE5'OR NOT TO 15E IN
2. ALL AREAS THAI ARE D STATE, SHALL BE REMOVED AND REPLACED WITH
ELE V ORIGINAL UN -EX -,AVATED COMPACTE
ViRTHOUTVEHICLE LEGEND.� BORDER GREEN _j (L (y)
TEDI PEP, FIR
BACKGROUND WHITE u OJECT5 SPECIFICATIONS. 0)
IF 0 1 SELECT FILL, C PAC i
PERMIT I-_ LO
17 C LLR,' I C
NEW I
T) DEMOLITIONY CON5, TRUCTION WA5TE: now
X
m'. UN I AINNAENT Fn
a R WASTE, PRIOR TO. AND DURING,
TEXAS MANUAL ON UNIFORM TRAFFIC < cl
HANDICAF PARKING LAYOUT CONTROL DEVICES (TYPE R7 -8A) 12"0 1 CONTRACTOR E HALL FKUVIDEj
w
zq �,(ONI. 150LID WASTE ROLL-OfF BOXES / METAL DU,MPSTER5 Lu
SCALE: I" IU CONCRETE 0 1 VI..., 1 0 RE&IRE DEMOLITION / CDN5TRUCT
.9.
:D 14 gyaggg > C4
FOOTING > ITTED CONTRACTOR(5) ONLY. z
2 1 SHALL BE 5UPP I ED 13), CITY OF I CITY PERM 0
'MA� +1
51TE FROFDE 3,TY 51GN
NOTES Lu 25' F�ONf SETB�C- E! t/2' N U) >
I-_ K L i K PRA U
WARE TO BE GALVANIZED. ; 1. LOT 1, IN CONJ INCTIONVOTH T5 2 AND 3,15 PART Of THE ROC
1. ALL SIGN HARI) 3 1 -
-1 r OR -ADED ARRO MPLEX DEVELOPMENT AND MUST BE CON51DEW f
('% 3# PROFESSIONAL Df
DOUBLE HE W. MAY BE USED TO MARK MULTIPLE RESERVED PARKING SPACES. + fICE CD
C-1 , I u F.U.1_ 1: 1 +4' sibENTIAL ARCHIT ZD5. L& m
K A SINGLE 5FACE, ECTUAL5TANDAP
ARROW SHOULD BE OMITTED WHEN SIGN 15 TO BE USED TO MAP ACTOR 5H L 0�
3. FURNISH AND INSTALL SIGNS AT ALL HANDICAP PARKING AREAS, f, 4 1 -iiL EMOVE EX15TING SIGN. CONTP 0 C3 0
2. CONTRACTOR 1ALL DEMO � F
4. MOUNTING HEIGHT511ALL 15E AS FOLLOWS: I t5 NIC) NEW CONCRET FOOTING, AND SIGN PER 5EPERATE DOCUMENTS AND P IT AT J
6 - 0-3" 3G REMAINDER OF 4- _j
SIGN LOCATED IN GRA55 OR.PLANTIN _j 50'PRIVATE OWNERS REQU 'ST. LOW w 0 0
SIGN LOCATED IN FAVEMENTIPARrING LOT - G'-3" 1 151 C.O.C.5. FILE. ACCE55 EA5EMENT -ROUND EL�CTRICAL z
51TE UNDFRC
j.1 __. TY5PECIfICATION5.
CONTRACTOR � HALL INSTALL CONDUITS PER CI 0 1
fOP -TRI
INSTALLATION.
3 5 HANDICAP VAN ACCES5113LE J 20F.U.Et 2, C5U WILL FRO\l I DE DRAWING-, ELEC CAL
5 GROUND LINE PROPOSED TRAM N
6W Qj__ XIS ING UNDER
PARKING 51GN 3. POWER WILL CC iME f ROM EXIS A A%
PAC) AS SVIWOtJ ON HEREIN,
r-2-0,0 0 w
5W .00, 1 cp�
N.T.5. 8w 51TE f IRE f L(')W 5FECIMICAT F V) J
GA_ If - ------ LE 13 - '5.
8W - 7� I , BUILDING (5,4�� 5 5f) CON5TKU TION TYPE lit -B . REQUIRES I
ION5 (per INTFRNATIONAL FIP
GAS 5W (5W 5w 500 GFM (TAB
MAXIMUM Of 250 FEET, (TABLE C 105. 1)
3. HYDRANT # 1 12 7 FT HYDf �ANT #2 3 2 2 FT
GAS Es
5w
GAS AS GAS 2. REQUIRE5 I FITE HYDRANT AT
Z./ G ",5w 8W
37 Y2" X 2" ANCHOR BbLT5 gYPICAL)
GAS D
IS OF 7-4 5 W
_GA 0
2 4" 0
A,
34 _Ab D EVELOPER 0 w
X 4*z A�
G
I I PI -O -W A NIVAS HOLDINGM�.6
JOE 1. GATTI', DEDICATION EV D MAREK BROTHER CON: N CO.
DIKE RACK CONCRETE PAD SHALL 13E G1 x 9' IN SIZE 12 2112 SOUTHWO D DRIVE 17290 EAGLE P0
...........
0 u , x 845
.Go. 9 1 AN COLLEGE STATIO i784�
W. 'u'.-TATI( U 1EXA$_
0*0 /c s
CD
'0051
c 0
R
53� STRUCTIO'
RE
NAL DRAWN BY: JOE G.
MAR 0 Q Z JQ
DDL INVERTED'Ut E L 31KE RACK (4-E31KE) DETAIL SITE UTILITIES, EASEMENTS C" 0 m L I A' 11N OF',` E DATE- JANUARY 2012
NOT TO SCALE & BUILDING SETBACKS COLLEGE STATION Mm IL I min a
SCALE: NOTED
SCALE: V 20' ENGINEERING
MAR 06 2012 JECT #: GE013004
R707
9 a A 11 1
I DEVELOPUENT SEIRNICES
Nl' F
. - I 'I
". ,. . . . . I � I � I � � I I , ,Ma. , 9
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"�, x. ,
CJ .•-•.-- - -
_ __
._.....-...._......................_.................. _ _ _ __ _
.. ..... w _._..... .._. _ _ _
1 4i .aj ,t.; 3F • 1
I ,� .
i �..:.. GAPE T
LANDS / S REETSCAPE CALCULA 1 NS. .. - :
�. 0 1 I
T11
£- 4
I I €11 STREETSCAPE: s \ .
C. rcridential c col. m tc }l dtrtt s ',, _:
t.0 187 /50 X 300 PTS = 1122 PTS ,_ s� 8n.: ;;., , �.... -
( )
°'" J; +� sa' fit,
€ ww "' 187%32 = 6 CANOPY TREES REQUIRED 970,6 Woodview Drive . ' ,. ,�, w
I .
,� ( )
drose JaL� Astir b d ar a I I --'
_.._.�
H t� Y e e . _:.m . . College: Station, TX 778.45 k €, "
-.:..,_.
}(
,.,
�'
\ POINTS PER PROJECT AREA: 9.79.255,1553 ! R
K s
(} _ - -.,.._ _, ... _� ,_ - - ' , SQ FT OF SITE AREA
a a� --
••ter
36,683
W WM Wm _1,
f� F y a
I RECIPROCAL--, 36,683 / 1000 = 36.68 ; � I
( I € EASEMENT 36.68 x 30 = 1,100.4 = 1,100 PTS n,,
. WM I I _ .. .
N 46' 14 15 E 199.01 I ��t
. TOTAL POINTS = 2,222 PTS . .. .
s �o�� i� w� m ® ��� = = -sem := ® �� lmu� �} M ::.. .
_w -:..... _ _._ .
-_..._ -. -._._...."--_._.--....._...-..-:._... .,,_w _.-.� _ ,__,_._.._.__•__...._. €:�a _..._....,.__.._.._._ _ __ _. _- _ _� _. _: . __l .... � f::.- o .
. levvm' " ( I _... �..... 10 /o POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE' ARCHITECT =222 PTS " �,pNDSCgp
I` r I
(�m_
. .
<�_ i 1 ,, �� E o
.
. (€� STORM TOTAL POINTS REQUIRED: 2,000 TOTAL POINTS PROVIDED: 2,2;7. �G�` F�.f- y
wM I I SEWER F
. ,�
4 i€ I S
. � rtL ACCESS EASEMENT ' . .
wra _erica WqX M e _. __.. _ _ __ _ - - _ .. ...:. ........... ......... ..........1 :..... ..rte - -. .. .
I :,..
( %' a SYMBOL QTY SIZE COMMON NAME .POINTS EA. T TAL
•
.1 I
.
t i? I i BOTANICAL NAME P INTa• N y� 1
�+ G
I
wi LRWtn. i I I . . J. 2262 .4 J .
z ���, I - y
- sr, �� ;r---3 -..., w,r r r..,� sew rF 'C
G', � y 5huw�ard Oale-f t .
0
r € I I " .
C_ I f I 0 1 2.1"-3.4 SHUMARD OAK, STREET TREE 150 0 STRE TREE .
I� I 1 . E
I
: f X DW. YaupoK, Holl QU RCUS SHUMARDII ..
..rr I r I I
>-f La I La �� _ .
Q :
I Q NI .
_ yy f
. z 1 it : I
yw I {.), 1..
- s uvu d o I
j:
h ar 1 I 2.1-3.4 A . . .
f {I ( O I o 6 SHUM RD OAK 150. 00 .
C.`� t I a QUERCUS SHUMARDII
i �.: r I
'' l .
. /
a... LawvL ,
w I IS LRWw ,-f , . I I { - .
I .
. � O 1 I
:,_" ., O qAf Muhl I CS.� .
' AERIAL EASEMENT `_--,___, O O� : I I
. . O 0 Qf3 0 10 1.25 + CRAPE MYRTLE, STREET TREE 40 00 STREET TREE
c.� iCv 1OblzO t F?_Dse , A
. .
� "; o o LAGERSTOEMIA INDICA NATCHEZ .1.
.) .:
.
. .
s c m Laww f� ACCESS-:
O I _ : j 4, - .
� _ _ _ � . EASEMENT .. F
•
o. SIDEWALK .
i ,1.
7 . 1 GAL NEW GOLD LANTANA 1 ,
.
.2 O _... 1 �. F ,,_. , I . C" I ® - LANTANA X HYBIDA NEW GOLD .
' 'f
i (
11
. .� - :
/// -
.� .._ 0 3 G 'PRIDE
1`11t''j � .. 1 AL OF BARBADOS _
.. - _ `rte f '. - ;..
U)
�� g CAESALPINIA PULCHERRIMA
. �i .
. z r, ►_
wC , z
Lu I Tl 0 14 5 GAL RED YUCCA 10 0 ,.:-1`11WINI'll- i ..R. . Fw�<cn � O . s .cn.. nI HESPERALOE PARVIFLORA �,¢ t_-�wdheivmrs MLtC _ ta) ,......,:
z w �. .: _ .
- _ .: Red ucaa . . - I '
. Y ,n (J) ,1 ® 19 5 GAL DWARF YAUPON HOLLY 10 0
. I ,
w� 0 ( +
. . .. . t- ` z J I I ILLEX VOMITORIA NANA
_ {, wRock'
e , �
. o - oLw I I . .
. N ¢•C p Ii.
ized u.eoa O � 0 13 5 GAL KNOCKOUT ROSE 10 ■�. W Y 1 o I .
. I . . .
a ry I . 1.RosE 'RADRAZZ' Profe s s i o n 1
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cS t �..-..-"... I ---•--,. I I LAWN All areas on plan Indicated as "lawn" and all disturbed areas on adjacent property to be ydroseeded
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..-shuvu,ard onl�z (street tree) I
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Station, TX
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. G s' P�CYVK for parhty�-q Lot sore w vi,cq, top a� '% ' ,
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. Cra e M rtLe (street tree) A 4 o f curb iso, MCI nta�w a vu,a, IJ1� .- {� - €
p 77$45
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slope of 3::L I . LANDSCAPE NOTES.1. I -1 I I. .
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ti.•.. I o A ° . _ Crape MJrtLe (street free )
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wool out Ros BACK OF u B I 100 /o COVERAGE O - ROUND COVER DECORATIVE PAVING DECOL.
►� e e F G RATIVE ROCK NOT LOOSE ORA ERENNIA GRASS
. � : . L, ! Lawv�L. tied Yucca _ _ _ - - _ _I ' M:r IS REQUIRED IN PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHT OF�WAY, AND
r r ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT INDICATED ON THIS PLAN USE HYDR UL�CH'SEEDING
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I \ - - ] . I ..t_aWw _ - - - t.'• _< , . ON ALL DISTURB11 ED AREAS.
I _ ---.- _ -_ UTILITY E +s' -- - _ _ _ _ l
t _ ASEMENT
P _ - _ (---- _/ , I ALL NON -CANOPY TREE SIZES SHALL BE MEASURED ON A SINGLE CANE. ALL MEASUREMENTS SHAL BE TAKE
_..� r ROPERTYLIL I -.,,,.,.,c.
vI .::._ NE / 11' RIGHT O - _ - - - _ �- _ + I APPROJ<IMATELY 12" FROM GROUND.„ ����
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` rI 1") -------- t' W _w . `8W WATER LINE - - - - LawwL. . .I . . -:( �
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.% .EPHO E A .....,.E 4. � LLL�/ ��N. i IRRIGATION NOTES . . L. . x.12 ;: . . .
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' ': s. > : • • o • __. CSA ��::,-..,.�._ _-._. _ .:: {`3111/ -"__ _._ �- AN IR IGATIt�N SYS OVIDE FULL COVERAGE ��
. w„_ �. "" ., ",_.�- R TEM TO PR OF ALL PLANTING BEDS AND LAWN AREAS SH LL BE INSTALLED y �,,� �� � •
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BY A LICENSI_D IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. g �. MICES
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URB , : • . • ' .; GN {w /-�`.) ._._
IRRIGATION .SYSTEM TO BE PROTECTED. E CHECK BACK FLOW DEVICE AND INSTALLED PER CITY OF .
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ROCcH
K OOiL Z `' f'- COLLEGE STATION CODE, ORDINANCE 2394. fiHE BACKFLOW DEVICE MUST 8E TcSTED UPON INSTAL ATION A PER
.,
.PRAIRIE ROAD ONE SIGN .
LIGHT
80 : R.O. I I �"'- I I .1'. ILI L . 1. ICITYORDINANCE2394. , 1.
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1. � . L LANDSCAPE PLAN L . I I L �L L I . � - I . . .1 . . . .. � �. 1. . . .... . . I .. . . 11 I .I .
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I ��IIIIIIIIIIIIIIII GENERAL NOTESI .1. . L I . - . . L . . . . . . I .4m, . " . .
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- 0 LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5 BELOW FINAL GRADE. ALL RO S TRAS. L y{
Scale. 1 16 0 - � � �; W, AND �. ��.`..� �` .. ��
"� DEBRIS TO BE REM VED PRIOR TO FINE GRADING.,
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. �/ � LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR HE ING POSITIVE DRAINAGE WITHOUT STANDIN WATER:
\ DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STO M SEWS INLETS.
x ,�M
' SECURE TREE TO STAKES WITH O 711
..:�: } ,FINISHED GRADE OF LAWN AND PLANTING I AREAS TO BE A MIN. OF /2 BELOW ADJACENT PAVEMENT.:::: :�:�o3 19>HOSE AND WIRE AT LOWEST 0 q �R ��I I �
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�Q . . ICROTCH OF LOWEST BRANCH .. .. .� ...L. /. . . . . . -.1 I��._ .:.:'.. }1 ��. 's
I . . I . I . . 0 12 GA. GALV. WIRE WITH BLACKL. J
LANDSCAPE CONTRACTOR IS RESPON. . . . SIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY E' (STING
TOP OF ROOTBALL TO SIT11
S 2-15-12 Revised per city omments
RUBBER HosE To PROTECT IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES.
SLIGHTLY ABOVE FINISHED TREE % and additional plant quan Ries revised
GRADE, PLACE ROOTBALL ON . .._
_� ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED � .
suBGRADE 1 R ED TO ITS EXISTIN CONDITI NOR __
3 -�6 (MIN.) LONG DARK GREEN TILL EXISTING SOIL TO A DEPTH OF 6", AND . BETTER.
„ T POSTS. INSTALL,STAKES ADD A 4 DEPTH LAYER OF PLANTING BED �.
3 HT. WATER RETENTION MIN. 1' INTO UNDISTURBED SPACING PER PLAN
MIX. PLANTING BED MIX TO BEA 1:1 e " "
BASIN .
%suBGRADE. COMBINATION of FULLY COMPOSTED LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES.
.1. ORGANIC MATTER WITH TOPSOIL. ��.:-H3 "-
. DIG HOLE 1.5 - 2 TIMES WIDER :
�.
,'
THAN THE ROOTBA�L WITH TOP OF ROOTBALL TO BE LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONS RUCTIO } < ---
2 LAYER OF HARDWOOD SLOPED SIDES. • .�: � SLIGHTLY HIGHER THAN y ,.
BARK MULCH g�e EXTREME CARE SHOULD BETAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACT R WILL BE Via. ,""ffi. =a ra - -
�, ��_ .
4e FINISHED GRADE >
m - RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY OR UT UTES. HAND. I� ?� �^
. FINISHED GRADE w� .:x. x ..�
. `
-� - � COVER BED WITH 2^ LAYER of I � DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. .. I �"•� ���� ����-�'"-�����" �� ...:r-- �" ���
„ ;. .HARDWOOD BARK MULCH
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1 LAYER OF COMPOST € € , .. ( I I LI . ' L . .
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LANDSCAPE ,
I ?- t - • . • . • . '• PLANTING BED SHOULD BE ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS COND IONS TOOLS.
BACKFILL WITH NATIVE SOIL - .�(}......, .... .•.. _-TI 1
PLAN
. _ . i.I-='1�1= :c�..: •:.ii'-'- II-- CROWNED AT THE CENTER .. I OPEN HOLE i ETC. ON A DAILY BASIS. . � � I :
. SUBSTITUTING WITH TOPSOIL = )
D I� �T% ..� .:.
IF NEEDS _ .
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T..._.. �_._.. �_..,. I l.�_.
. � �� '�. L.,_ L UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL THE CON
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1 L I j �f ...1T1- -I11. -:��) IT! --UNDISTURBED SUBGRADE
TRACTOR WILL T OROUGHLY . '
. �.
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11111
. _, " _._ -
I I E OF LL TRASH CONSTRUC ION DEQ'
, 1T _�( I_ -TI .TII". ITI_. I ."1T j CLEAN UP THE PROJECT SIR A T BRIS LITTER ETC. AND REPAIR DA AGE I D a�� :. Im.
L_ I1T� �' TO F NISHE'. ' ';•::.,._... ..__. fl. L � :, :. - :.w L. lI. GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. �a�x
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...1. TREE PLANTING DETAIL NOTTOSCALE 2. PLANTING BED DETAIL NOT TO SCALE. . .. .I :r .. � . ... . .
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