HomeMy WebLinkAboutDrawing 1
fx:. ~.t i
t y
' ;
. ~
t ~
3-47-35 C.C.W. ROT
~
. ~ LOCATgN DETERMINED BY FlELO AfbN, ,r , _ ~ _ _ - ON THE GROUND SURVEY NOT P~ORMED FOR THIS DRNEWAY ONLY
cam.---'--'---$S' ' ' .r~c~....__..___-. _..'-'~c~.^-_ ~ - tom,.' ~ - .`.g rs ~ t t'"'f ?5,,
,
EX~STINC'~RAVEL .1't.; 12" SANIURY SEWER LINE ~ ~ ' N..'~~r.; DRwEwAY , ~ r..
y 3 i u 4 rt.~ j, aa , , fir' ~:.ANY.Y ♦Y ~,!i `(•)rT(4 y..`?1. ~ .V .n '
BENCHMA K B: rya
TOP OF FIRE H'(DRANT RA~W~IIR~LF
ELEVATION: 316 37 (?4.5' M~Af ,ISA~l4LT A a
u
_ ' EDGE OF PAVEMENT
- - _ - - X 1R ^"n r~a~~~~
/~yf.•EJGSiING DRA$Sj;, f, ' .
Ir awi ~ rtilce ~ ^16' C.N.P, f± r' , 3 a ~ - ~ ~ lir IRON Roo lmD. toRNER w--___.___. exLSnNc - ~ ~ GTE Lp1E N 26'~'42"Y1.,4.1' , Y -iy.~- ---__-.w.. -iY---- 4
T T N 49'~,t'3t'V~Mi.O' T T T ~ ~,.;f +>K ~ ---T T-_ ilJdK..FF21CE T r_..~_.__..---_ f -----T T T T T T
`
N 41' 471~N~6.95 i~
yr IRON 116.99' I 116.99' ?,T,~ 9T 4 " ROD StT I ~
` r_ _ _ 2.0'r
I' I 1' ~ ~ (V
~ LOT 2 It ~ 1 ~ ~ -~n-1 I 1;
,ti I t t 1 --~--------------1- 1111 I i
a ~ f'" , ! II 25' BUILDING UNE
r . ♦ ~ it II - = i,`-k--~T-' - -.._7'^ _-_-f_ T _-r,...-._~_~ ..---..T : s_ Y• r... I' \ ~ ~ - ~ 40,0' r.
I ~ 1 d li f ! I I 1 I p 1,~~ ~ I t I l ~ I I
d ~ p J I I I I i I I ~ ~ ri t~
p ~~J I l I t I I
s» y ~ ~ ~ z ~ 1 5 tl r e 4 to / - ~
1 1 r' ~ ~ 1 ' 4 Arc . - 1
. . .
i
- t:" ~ ~ ~ F--
1 ~ ~ fi ~."'t' Rz.o'
I I ( I 2 13 11 t5 t6 17 16 14 20 21 ~,j ~ ~p~1NAREHOUSEi ~ ~ ~ I I ~.r \\r.
...A . ~ ! I ~ ~ i II ~ , ~ . 8040+ SF I ~I I I 1 ~ I i o l
~ I i c , ...A ti - ~ ~ I i ri
' b / .I it t I 1 I ~ I t ~
/ / S Z ~ L~~.~.:~,1 1~+~= + ~~+_-._-~+~i ~ _._-t__,..._~==cam
~ ~ ~ ii a2.D gas -,r ; 1~ 1 ~ f II II I? !I 11
~ ~ I - - - - -
' t I i I I I / i I~ , r o n
~ ;I II N I I I I I I ~ ~ ~ I p, ~ I { I 1 I I n
i IIII n N II 1 I I i I I i n 'P ~i ~I
" ~ / ~ / ~ " 11 ~ ~J ~ i ~ t ~ ~ I I J2 yi 30 20 26 2'1 16 T5 11 23 22 ~ ~
I. /
~ ~ ~ II I E / 1 ~ I ~ 1
1 / _ b b
~ FUTURE N ~ ~ /
PARKIN / i ~ G ~ I' ~ / 5..
R2.0' J s i , ~ t~
~ i ~ i / s 1 I / ~ ~ i" I i i I 34 3G Jtl 37 30 3g IQ i^A7.0' I
/ ~ r II 1 f I iI I + ~ ! I ~
~ ~ II I
r - ~ ~ II g / ~//1 I; ~ I ' I
' .f-*
~
F~ : ~ II ~
- -r-------------a-----------------------p------------------------------ ~i--- - H. .
. 1 - - _L.. _ _ - _ - - - - J 25' BUN.OING LiN[ , - - - - - - - - -•..w.~
Claw Uwc f'FTICE vosT 20' unlm EASEMENT CHAIN LINK FENCE " - 1.0' N.E.
E E E E E ~ E_._.- E - E-~-~- E-"--~-~..-'~_.: =`~-4=- r-~.__~~- r E
bYEI~'AD EIECIttlC UAE _ 11&99' 116.99" .c
,St-
r BARBED W4iE FENCE s 4141 W7~~, r
_ ~ I
r' .
GFWN 1DiK RNCt POET / ,~Y
ER9.:N 10'3tl'ZTbh~0.9`
t ~F~- OF ORCH ftOrML41E i
q'
Elm, -s 5b'W'09r6+0.3' 6llif CRt0609t.1~pST ' ~`w 4R3. N 61.04'4I'al.l'
L r U ~ C U
' 1 EXISTING 12' WATERLINE INSTAII 8' STANDARD CURB AND GUTTER -SEE DETAIL 3 EXISTING MANHOLE ® 5246' SF E)(ISTiNG OFFICE BUILDING
EXISTING WATER METER. ~ MISTALL A.DA HANDICAP RAMP 1050 SF EXISTING WAREHOUSE TOILE
EXISTING SANITARY `SS'~` 2795 SF PROPOSED WARE~IOUSE SINK FIRE FIYDRANT INSTALL A.D.A, YAN ACCESSIBLE HANDICAP PARKING SPACE SEWER LINE
STING WATER VALVE EXISTING U
Q ~ NISTALI A.D.A. VAN ACCESSIBLE HANDICAP PARKING SIGN CLEAN OUT O REQUIRED PAR~ONG: ^ 21. ..t SPACE PER 250 SF OF OFFICE BUILDING MINIM
V MIST B` AWWA C900 DR 14 CUSS 20O) WATERLINE ~ 110 LF EXISTING 4' CONCRETE SIDEWALK EXISTING WATER METER (1 FOR IRRICA AND SiSRiNKLEf} SYSTEM - fTE CIFIC NO 4........i SPACE PER 1000 SF OF WAREHOUSE AVER1 SEES SPE TE 5 ( )
~ INSTALL 1".IRRIGATION METER PROPOSED SEAL COAT DRIVEWAY - TO BE REPLACED WITH CONCRETE EXISTING WATER LINE - ' 25.,...... 1nTAL
AFTER EXPANSION OF GRAHAM ROAD EXISTING WATER VALVE ~ V ABANDONED WATER METER PROP05Ep PARKING: i
. ~ EXISTNG AIR CONDITIONING UNIT(S) AND CONCRETE PAD 'ly,i Q, b iNSTAIL"'FIRE pEPARTMENT L'~DNNEC'DON (F.D.C.) EXISTING FIRE HYDRANT 38.....,..STRAIGFfT NJ PARKING
~ ~ TAPIR CURB 2...,....HANDICAP VAN ACCESSIBLE PARKING 8 'INSTALL 1-1/2' SCHEDULE 40 PVC WATER LINE ~ 95 LF EXISTING GTE PEDESTAL L~
INS1'A1C 4' X 8 LIGHTED DOUBLE SIDED GROUND SIGN - TO BE 40,,,,,,,,~pjK I ' ~ > INSTALL 4` PVC SANITARY SETMER UNE ~ .106 lF PERMITTED SEPARATELY EXISTING OVERHEAD E
~ 4 REiNOYE EXISTING CONCRETE ELECTRIC LINE
~ 11 INSTALL CLEAN OUT 4~ 3' WIDE CURB BREAKS EXISTING POWER POLE ~ - 7
' ~ V EXIS'ANG METAL STORAGE BUILDING EXISTING CHAIN LINK FENCE 1. CURRENT ZONING : >W-2 -HEAVY INDUSTRW.
' ' ~ ~ EXISTROG OVERHEAD ELECTRIC LINE - TO BE REMOIRD BY C.O.C.S. . & FENCE CORNER
~ REMOVE CHAIN LINK FENCE ~ 10 FT ~ ~ " 2. CURRENT S R ER ARE STEVEN R WrS AND JEFFERY 0. SOSEBEE, ~ EXISTING.OVERHEAD fIIEC'RtiC USE - TO ~ R£i~VED , 500' ROAD, COLLEGE STATION, TEXAS 77840, 409 890-0301
( ) ®PNNT CURB RED WITH WORDING 'NO PARKING-FIRE-LANE-TOW AWAY EXISTING GAS METER c"' 3. THIS LOT IS NOT WTTi6N THE -YR
EXISTING POKIER POLE ZONE tN 4 WHITE LETTERS (ORE UNE 70 BE 20' WIDE) FLOW ARR W IQO iL000PWN.ACCORDING t0 0 THE Fd.R.M: FOR BRAZOS COU(!cTY, TEXAS AND INCORPORATED
°i EXISTING POWER POLE - t0 BE REMOVED 8Y C.O.C.S. Q ~ CHAIN LINK FENCE ~ 142 FT AREAS, MAP N0. 48041 C0182 C EFFECTIVE JULY, 1992. _ PROPOSED WATER LINE PMI---
Iff INSTALL CFWN LINK FENCE - 177 FT x EXISTING POWER POLE W/UGHT FIXTURE - TO . BE REMOVED, BY C.O.C.S. 4. AREA OF LOT IS APPROXIMATELY 0.97 ACRES (N42318 SF). LOT
EXISTING PROPOSED CURB LINE COVERAGE IS 0.60 ACRES (62 PERCENT) CONCRETE HEADWALL (UPSTREAM) - SEE DETAIL 7 t LIGHT POLE - TO BE ftEMOVfD 5. fYli 1 11 ~ ~ ~
CD CONCRETE HEADWALL (DOWNSTREAM) - SEE DETAIL 8 C) Ig
rv INSTALL WALL MOUNTED LIGHT FIXTURE EXISTING AND PROPOSED f3UILDiNGS WILL BE I'ULf Y SPRINKLED. c " 51 8" PVC 11 FT
' THE EXISTING METAL STORAGE BUILDING WHERE THE 6" WATERLINE U-) INSTALL 1-4 GREY SCHEDULE 40 CONDUIT FROM METER TO RISER POLE STALL SIDEWALK -SEE DETAIL 6 IS SHOWN H ERING THE UILDING WILL C 0 TO A WATER INSTALL . , ~OSE( WH WILL gg
t1 CONTAIN THE SPRI WIER M W BACK FLOW . ® N/A PREVENTOR 400 GALLON DUMPSTER LOCATION - SEE DETAIL 9
MOCATE AIR CONDITIONING UNIT TO LOCAW -DESIGNATED BY KEY
INSTALL. 2-4" SCHEDULE 40 PVC CONDUIT 6. SET BACKS NOTE 31 vir SIDE: 1.5 .
NEW LOCATION FOR AIR CONDtT mNG uwr Afo 3X3' , C N CRm PAID WALL TEMPORARY EROSION CONTROL - SEE DETAIL 5 REAR' 15'
a° INSTALL 6" CONCRETE PAVING N 17912 SF,-:SEE DE%VL 1;
4
} : -
a r ~
FILE
.
t.'
pp, a
I- ~ ;
~ ;
I- Z ~ ,
, , ,~-4~-35 c.c w Rot
~ ~
o,; ~ l ;
LOCATION DETERMINED ETt FlE AT10f I, _ _ _ _ _ _ _ _ ~`,r ~ ~ , f
9'M ON THE GROUND SURvE'f N[n ORMED ~ _ _ _ ~ . fOR THIS pRNEWAY DNLY ,
~k, ~,+~I„ J~N~LL. ~~~ZQ~ W 1+Q~" ~.y~ ~~/>+*,73~'j I"'~.~'3^_'f7f1~"~~i.~'~;~i`:Jia ~r~ x ~ ^ ~ ~.'FV 1~'~ 51' ~,G::
. _ ' - S'r-
r ~ IN fj Y ~r, . ,I~"r
SS ~S ,'rl ~Il..~ ,
I. .p s
BENCHMARI( 'B": (?t6' N1DIE` ASPNA
' . TOP OF FIIiE HYDRANT I: 65'
ELEVATION: 316.37 - - - _ _ - -315--_~_
- ~ ~ EDGE Of PAVEMENT _ _ _ _ _ _ __.r..~.._._...~__.~.~. _ _ - - y r
- t
/ ~ T ♦ r >-N~i'
/ .Y1rJ~rs±. a Y C•3.4: r .,"1 C.M.P. ,'`~I r'yt « ~ - t t
N'-----.•+--: a•.•~-'Ir-- CWON llK flNCt r:~.~;_;~, •:,•.~.~r>. ~ 3r t CI1R11lR dlS. ------pE_-_____-_~__- _ - ,-----M~
l/Z IRON Rao tMD. N t6'SS'42'liVi.l' t ~ t~ T T ~ 1 T•.---~-_.__T 1 . -T- - ~.c...~ T~~--- -7 - 1 T
~s{.` 47 N4679 ExISTINC crE LINE
_ _ N 41~d r 1 ?33.97
_ uz• tROn 116.99 / 6.99 ~ ROD 5tT
pp 1 It R
. LOT 2
• ~ I I ~ ~ t
4.
I I
1 }
I ~'r )
r'•9 / ~ I ~ 2 3 ~ 5 0 7 9 9 10 { I
~ w "
, r ~ 4 ~ ' YT"~ r 't
N f'. i ~ V' ~,k. ~y iH.: ~ _ ~ ` R ~r.
J ~ ~ ~ w:.~ ~X4
fT} ~ ~t
~ ~ 1 I t 11 14 IS 16 17 t8 ip ?D 2.T ,
_ • ~
^ `
w ~ ~ r.3 1
} ~ • ~ ~ ° : ~ i ■ 1
~ ~ , i ~ ~ ~
.1. 4. .x ` .44 ; ~ ,
f,- ' -
i. r• ~ Z JZ 31 30 29 28 27 16 2S 24 23 22 I _
I. ~ ( .1 1
1•
;r ~ r;
1 ~ ~ ~ l 1~ ~ w , - ~
I ~ ~ ~
~
~ , , ~ r ~ ~e I 37 x sa w
~ I ~ I . , 1 I
~ I
i, ~ e t ~
' /
, ~ ~ rr~~~ ~rrr rr~ t 1•~/ ~1"
s t x1
CFMMI llN( FENCE POST 20' UTILITY EASEMENT gyyN lpll: FENCE ♦ a , ,
E E L~ k
~ - OVt3itIEAD EIECIFtlC LNIE - r 11&99 116.99'
~ ' p a BAR[~D WIRE FENCE S 414180'IY~7.95
~
, '
CONCRETE PAVEMENT - _
i,' 'e _ ~4 BARS 18" O.C.B.W. _ 2` CLEAR COVER
I ~ ? M T-►O~lT #NSI 11 - 14" Y 1-
i Q'. 1~ n
e' I Ik,lf. r: i~o~DwN~Mou~- ~ F'1" `t1 • ~ • 4 BAR 18" O.C. ~N~' twt :w ~ ~ r
~ 2" CLEAR COVER ~ ~ ' , i s. r ' c Wt~, I N .a LIME sTAeautEO ti , m •
P > - ~ S •
~ ~ ~ ~ ` S PVMT. oowraol , r NOTE: . ~.,t.. ~ t !W~
~L'P5 r ~~,~1 ~ I ~ ~ ~ flcM~1 ~ A~ Is~~" • ' 1, PLACE EXPANSION JOINTS EVERY 50' Ac CONTRACTION JOINTS EVERY 10 #F
2. SUBGRADE SHALL BE, LIME STABILIZED WtfH TYPE A, HYDRATED LIME 70 A DEPTH '
OF 6" IN ACCORDANCE WITH TXDOT STD. SPEC ITEM 260. APPLICATION RATE SHALL , r ~R• ~ ASSUMED 6X BY UNIT WEIGHT Of THE SUBGRADE FOR BIQDING PURPOSES. 6 LIME STABIUZAT10N 3'-0'
MECHANICAL MfANS SHALL 8E USED TO INSURE LIME IS THOROUGHLY NIXED IN WITH z4' 24' PER 95x ASTM D1557 .r,,.
. THE SU9t~15E. F1NAI.-COMF11CT1~1 OF THE E ~IIXtURE WRIT APPROVED CON- '1 SON./lA+l . ~ 1. ~y. PACTION !'MENT SHALL HAVE A OENSITI' Of 907E MODIFIED PROCTOR ASTM D-1557. 6 COMPACTED SUBGRADE
IN-PLACE DENSITY AND )Yt01STURE CONTENT TESTS TO ~ PERFORMED M , OF 6 TEST . PER 90~ ASTM D1557 ~ a w2.o/x1 1 ~
,Y w.w.F.. 3" CtfiW
1 6 REINfORCEp GDNCREI'E PMIEMENT ~ ~ 3 STD. CURB AND GUTTER -
~ >n scxE ' NOR ro SaALE I
- 5 EROSION. CONTROL 7 CONCRETE HEA~LL UPSTREAM ~
„ , . ' ~ xnNr ~ Walt >n'~rxE
c AS SPEC'D. ~ t~/8" RAD. ALONG a ~ , ' y`~=
a NOTE fits
' a/4' EXPMISIDM JDINT aE1NFT)RCINC AS PER t. PAVEMENT SURF S SHALL ~ BROOM F'iNISHED - ' 4 MATER11l AS SPEC'A. ALL ACE
t~~ s ` , ~ ' : ~ PERPEND CLEAR TO PEOESTRVtN TRAFFIC FLOW. r'r 'S 1 y o 2. PROVIDE EXPANSION JOINTS AT 24' MAX. SPACING. h h ~
~ 3. PROVIDE CONTRArf110N JOINTS 4 MAX: SPACING.
~1" ~ ~ 4. 5EE GRAIaING PtaW'FOR CROSS-SLOPE. ~ . . i
~ _ ~ ~ ~ F>aoHT Vow- w,
"I' ExPANS10N CAP-n~IDE OIA. TD ~ SEE NOTE 4 SIj00TN DOWEL t 2"%te' 0 116. TFUN ~ ~ 4" (MIN. THICKNESS) REMI- ter---- 3" BAR 0
~ to a.c. ro eE oEty / ~ FORCED CONCRETE SIDEWALK 2 O.C.B.W. w R E)<TENO ~ I/2 LENGTH OF DOWEL TOOL 1/e" RAD. ALONG ~ r W/ 51D. N0.'~0 SAE GRADE) ALL EDCES 1/4" DEEP REINFORCING AS PER
~ m DETNL SEE I(EC MOfE 3'-0"
: `FENCE ENCLOSURE SET ' 4
x NOTE: d f YPICAL IXPANS*N JOW. 0 50' SPACM AND AT ALL OTHER ' d . V-0' ABM DUYSfER TOP 14. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACENT
JOININGS WITH CONCAM STRUMRES. ~ - d c> to k•V N 'X6' W22.9 l~ey`• weioe CONTRACTOR S OTO INSURE RESPONSIBLE NO C NSTTRUCT1IQN DEBRIS IS,COR MUD IS SHUT A g
nd MATERIALS: Y+.W.F» 2;9/ CLEAR NOTE:
r. EA 'FILLER To eE 'lfN.tlCNr-rVeRE ExPAN61oN JOMf F1LlER' CM EJT. SFAL1iff TO K'7fAlZICNt-11 M. Nh$[+EC OR SOF^9Elll" TYPICAL. CONTRACTION JOINT, o to' SPACING. 0 p/1~~D SU~~E *6.~ WE VIEW PER 95X ASTIR 0698
HOT APPLIED SEALANT - 10TH AS MM BY W.R. MEADOWS; INC. c P
• (C~OWtVST
EXPMI" JOINT 4 CONTRACTION JOINT 6 CONCRETE SIDEWALK @ ,CONCRETE NE110WN.1 NOT TO SCALE NOT TO SCALE WF TO WAM 1
rv~ a r Z
L • - t
e
r, . .
r, ,
.:L
, r
S
t~ M.
~ ~ ~r'
~
'
LIKAl10N DETERMINED 8Y FlELO OBSERYAIION, ~ _ _ - -
s ON 1HE GRp~Np SURVEY NOt PERFORMED FOR THIS DRVEWAY ONLY
E Y~~~~Nr ~~~yyA~ z 4~~J ~ ~j ~ ;f±
t a -SS^ - ~J , ~r ~
!r.' ,r
~'~~t EXISTING GRAVEL .-tr'f, 12' SANRARY SEIYER LINE ~(t 1 J:. DRIVEWAY ":t4 "f,.''`T, ~ r: Ir~Jt+„ ;
14 . ~ -r. ...ri,~
M - ~V~VT1~7~ rlA,/lLA ~ ~ o
BENCHMARK "B : (2~•6' M10E ASPI{~U f~ W~ R.D.W, BENCHMARK "C":
TOP OF FIRE: HYDRANT es ATION: ;;16.37 TOP OF FIRE HYDRANT
ELEV ' ELEVATION: 316.89.
EDGE OF PAVEII-~" _ y IXISTNIG EDCE DF PA4EAIENf
_ ____.r__._»_._._-.__f..----
~ i }f~ . wow - o~ l.p~i..,a.: p~ TM'1 ~F ~'~I. d'... RC tIV~ M +.~r.;E)D NG GRAS$~. •nrh•:' ~k rr..r
.1~•^r pRNEWAY' Tug _g". nl --T------- GiNN UNK FtNC~ ~,1,~5' C M P r; ~ . i"~'~ i, ~•,r " `,;.:.ti OpSTNIC 1Y WATER llNE
~ -_W^---3r~.-a.W . . „ I/Z IRON R00 fND. N 28•J.!'42'I~iV4.1' ~ - -
N 47'!2'9P'~t,,3.0' ' A~,~,ftdst w'rrt~ ~ 'i~F-___~-__~- w T-------i T 1 -T 1- T '~~:.•T' E~C~----T----------T-._ 1- - _ T T
~~~i„ T f - ~ ~ 10~ WA1ER MEfd! <
116.99' 11 X99' 1/Z IRON ROO SST
r '
1 I 1 I
_f
NUS (33)
r .
1 I I 1 2 3 4 ~ b 6 ? 8 9 t0 ~ I ,k° _ 1 I
!yr,;
':ti :r
1 j~; I
<.t 1 t t2 13 t4 4 IS 1d t7 id tfi 20 I
r,'} 1 ...I.
`:,t+ ~ ~..i i
J . :.J ~ .t.
1 I ~ ~ ~ ~ ~ ~
~ I I
~r 1 UI'~''
i.
Q
~ r ~ 31 31 30 29 28 27 26 25 2~ 2J
.y'
1 [ 1 I ~ i
' t-,•, • f '
'
,~-'3. . 3a 3S 36 I 3? 36 39 . 1 I ~ 1
I '
1
i i
1 I ~ '.e.
~ f2fllRl LMRf POST 20' UiAlTI' EASEMENT FENCE CWVN LY11C I ENCE
1.0' N.E.: _ ~ +--'4--F-~ - ~-1•= - E E. E Ey. ~ E E-- E-- . . E E
OVERHEAD ELECTRIC UNE
! ~ ~ 116.99' 116.99'
~ i S 4f 4131D'1YN467.g5 ; BARBED WIRE FENCE
I,
a. : ~kf
; i
"~f~: ~ r r
Y ' .j. - . F.
{ ~Y. LANDSCAPE CALCULATIONS PLANT LIS
~ ~ ~ SYM90l Q COMiAON NAME BOTANIC =SAME ~ SIZE do COND. ~ T>7
n ` ' , . PINT CALCULATION 0 S
' 43,000 1000 X 30 = 1290 POINTS /
. ~ 1 STREETSCAPE:
_ I 16 CEDAR .ELM ULMUS CRASSIFOLU 1.5"+ IN CONTAINER 234' - 24 (DRIVEWAY) / 50 X 300 - 1260 POINTS
~
, TOTAL POINTS REQUIRED = 2550 POINTS
I
PROPOSED LANDSCAPING . c ~ 26 CRAPE MYRTLE LAGERSTROEMU INDICA MIN. 15 GALLON
r<•' y' ' ; : NEW CANOPY TREES (CONTAINER)
F - ~ 16 ®75 POINTS = 1200 POINTS
33 EIEAGNUS ELEAGNUS EBBINCEI MIN• 5 GALLON
' ~ NEW NON-CANOPY TREES CONTAINER m ( )
26 ®40 POINTS = 1040 POINTS t
N ~ SHRUBS (5 GALLON ALL DISTURBED - BERMUDA GRASS CYNODON DACTYLON SOLID SODDED
~ 33 ®10 POINTS = 330 POINTS
w
' ~ TOTAL PROPOSED LANDSCAPING = 2570 POINTS
Y r. APR 13 2000 SHEET
COLLEG S
ru DEVELOPM
-a
Vt h O
w
n a ..z k
I
tip.
ski I -T
03/04/99 10:36 %Y409 846 8252 KLING ENGR
3-s7-35 C.C.W. Ror /
u• .wm.r =.a, ,.a
Q Q.-4
~-Il01NK d W,a
I
c~
11 y' ~,h I I I. I n I U I I t0 ` 11
I ! I I
h- 1 I ;
/a
4
I
FUTURE
I PARKING
~i•
I(I
I
I
1
l j
I
~ I I I I 1
1 k I 1
1^~
I
I
I
I j I 1 1
1
FVfuRE
I END ISLAND
•-'I•- i i i__
I
I
aY wan cvosv,
COCS VOLK/MORGAN 19002
W.
onsn,o
~~I ~ / r n-raa urc T~~
FEhtD 31 B.Be
I
lag
1A
WL 147,