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i. ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. ,
F 2. TOTAL AREA = 0.826 ACR. \
3. THIS PROPERTY DOES NOT LIE WITHIN A REGULATORY 100-YR FLOOD l
PLAIN ACCORDING TO 'PEMA MAP No. 48041 C0144C DATED JUL. 2, t gy \ { ~ L
4. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH ~ \
THE STANDARDS AND SPECIFICATIONS OF THE CITY OF COLLEGE STATION. D(ISTING AL ao
5. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND - \ PROTECT ANY UNDERGROUND UTILITIES AFFECTING THIS PROJECT. Y ~ \
\ 6. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 2 i)A'~
PRIOR TO START OF CONSTRIJC110N -INCLUDING: \ '
NOW OR FORMIER,Y • CITY OF COLLEGE STATION WATER SERVICES CARLV NE CO. IN'..
do WASTEWATER SERVICES - 764-3638 1288 22 P
CITY OF BRYAN ELECTRICAL SERVICES - 821-5830 • CITY OF COLLEGE STATION ELECTRICAL SERVICES - 764-3638
LOT 10 BLOCK "B" \ TXU GAS CO.-PHIL REINHART - 775-1624 ~ S
GTE RIZON-JOE YOUNG - 321-4303 EASTMARK SUBDIVISION, PHASE II ~ ~ \
COX COMMUNICATIONS - 776-7766 5191343 / 4r
SEDIMENTATION CONTROL. / ~ • ~ F< 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR J L~ ~C ~
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO ~ ~ c ~ ~ cP ~ MITIGATE THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE ~ S
AND CARRIED ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND C"1 ~ o
R R TO THIS FFE T THE CONTRACTOR SHALL INSTALL ZONING w w• ~ sA ADJACENT P OPE TY E C 0 •9
A SILTING BARRIER ALONG THE LOWER ENDS OF THE LAND BEING ~ ry~• " ~ S •o
DISTURBED, IN ACCORDANCE WITH DETAIL 1 SHOWN HERE. ~ • h
8. THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY i~ CONSTRUCTION CHANGES TO BE USED TO PREPARE AS-BUILT DRAWING_~ ~ ? ~ • fi
° ~ 0 S WHICH SHALL BE SUBMITTED TO THE CITY WITHIN 30 DAYS OF ~ ~ 0' • '•<q
g 4, ~ ti ~ COMPLETION OF CONSTRUCTION. ~ ~
Q • ~ 9, PRIMARY BEMCHMARK IS CITY OF COLLEGE STATION MONUMENT 127, '.LE . `>9 O8 ~ 'O
F T V T S B 281,28. I N HM I N RTH RNMO T CORN R 0 ELEC RIC AUL LA S TE BE C ARKS 0 E S E J-
10. AlL EASEMENTS AND UTILITIES SHOWN ARE EXISTING UNLESS OTHERW SE ~ ~ y ~9 11. IRRIGATION SHALL BE BY SPRINKLER SYSTEM TO BE APPROVED PRIOk 1~ ' ;i^~G C.O e ~ ~B.G a
~ ~ ~ m ~ ~ ~o 12. SOLID WASTE SHALL BE DISPOSED AT DUMPSTER LOCATED IN ADJOININ., Q ~ y / •o ~ ~
13. ALL ISLAND RADII ARE 4.5 BACK OF CURB UNLESS SHOWN OTHERWISE. p o P~
14. FIRE tANES TO BE MARKED WITH ONE CONTINUOUS 8 RED STRIPE • ~ .o
PAINTED ON THE DRIVE SURFACE BEHIND THE PARKING SPACES. ALL S ~ G ' 9 `+r 0 ~ ~ o CURBING ADJOINING A FIRE LANE MUST BE PLANTED RED. RED 6TRIPES t ~ ~ o t,
` AND CURBS WILL CONTAIN THE WORDING "FIRE LANE-NO PARKING- J` QP 4 G
TOW AWAY ZONE PAINTED IN HITS LETTERS.
15. LOCATION OF KNOX BOX TO BE APPROVED 6Y FIRE MARSHALL i ~ ~ ~ ~ ~ i r~ w ~ \ ~
BEFORE INSTALUTTON: _4' At~6~ ~PURCWk6E-E~ KNOX- Bt~X ~ ~ ~ - \ , , ~ ~ / ~y~ fi SHOULD BE COORDINATED THROUGNT THE F1RE MARSHALL. ` \ ,
.0 3.0 0 16. ALL HANDICAP DETAILS TO MEET ANSI STANDARDS. ~ b-,; ~ .p~ ~ ~ ~
a \ ND AP N A ALY , 1 ~
UNDSCAPING PTS. REQUIRED 9r~N v, g ° ~ ~ \ ry / \ ~ ~
BY AREA = 184 FT. X 200 FT. = 36,000 SQ. FT. X1,080 PTS. ~ v o PG
AP 180-30 50 •300 = X900 PTS. p ~ ~ 4►• Q BY STREETSC E ) p P: / 3 o ~
TOTAL POINTS REQUIRED = 1- 9~0 PTS. p~ \ ~ C1 o ~ ~ \
i
STR ET APING RE UIRED E SC Q ~ \ 0 9 0 4 a'
1-SHADE TREE FOR EVERY 32 OF FRONTAGE ~ ~o \ ~o (180-30)/32 = 5 SHADE TREES ~ ,o , t
1
4 ~ UNDSCAPING PROVIDED ALL NEW ~ c ' ° ~o QP
~s •o CANOPY TREE, POST OAK QUERCUS STELLATA 7 ( )
CONTAINERITED 2.1 " TO 3.4" CALIPER 4 ' P w
~ ~ TREE CREPE MYRTLE (LAGERSTROEMIA INDICA) 17 - iR
1.25" CALIPER AND LARGER C ~ F ~ }I` f t
tONING ~ ~ SHRUBS JUNIPER SPECIES JUNIPERUS SPECIES 25 ~ ~ o ti~
( ) ~ NOW OR FORME ~'LY
POINTS PROVIDED ~'•o ~ t.~o CAR V NE CO. r1JC.
CANOPY TREES 7X150 1,050 128 22 S
NON-CANOPY TREES 17X40 680
SHRUBS 25X10. 250 ~ o - - LOT 9, BL K ..B.. .o
EASTMA K SUBD VISION, PHASE II
~ 57913
ANDICAP PARKING 51GNS REF:4/G1 4 J
~ ~ FENCE AND WATER LINE
h ~ OUTSIDE OF PROPERTY LINE
~ C.-'I FOR CLARITY ~b ~ ~ w ' T-POST DRIV>: , . ~ ZONING
's rye' SL E 1:12 S I:1
N 2- I/2" REINF. BAR WATER ER E1UI
PER NAY BALE ~ /
~ ~ WAT METER -LAWN PRIN / NAY BAL , ~ F.
SEDIMENT CONTROL / ' 'x FABRIC S7 P
N.G. SPACE ~ ~4 i L
~ STD. 5PAGE - Y - •o " ~ X I ~ FLOW ~ of / 4
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•E.N H.C. PARKING SILT F CE DETAIL SITE PLAN - /
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GALV. PIPE CAP
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12"X18"X.080" ALUM. PNi101G ! REFRACTIVE #R7-8
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t{1 ~I I Q' ~ ~ ~ I 2 Galy. Steel ~ z
Pipe (2.375" o.d.) / ~ I ~ ~
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requests for r ' ` r•' 1 V 0 E3 Eap At ST2-D-22-51 1 -SBC- (TYPE FP) EXP. DAM 25 FLU 00 1
iz" DIA. CONC. 7 ;~4 RAMP DETAIL D D ETAS L the City Engineer L.-i ti ii' Written approval for c ';l w SHEET
from the City Engineer priar t
" 'I I AVAILABLE FROM H.C. SYh7BOL ~.J,~AMP DETAIL
U PRIGE BARRIAGADE OWNER/DEVELOPER: SOUTHWWST PARKIIAX SEPTEMBER 25, 2
1-800-392-1g79 w.E+ OUMONI-CAauAC, INC. LOT 8, BLOCK "B APPROVED BY:CAG
A ND PLANNERS. INC. C/O °1LL SCARMARD° RESUBDMSION FINAL PLAT OF LOT 1 BLOCK "B" REVISIONS: OCT. 12, 2000
4 ~ALINDO ENGINEERS AND . H.c PARKING SIGN
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WALK WuERE INDICATED
B°X4" ~3 p 1?" O.C. P WALK / l~ ~
NEW CONC. GURB REINF. W/tt3 CONTWOUS Y 1 ~ ..,..r.
ry b"Xb" #3 p 24" O.C. ~ \ ~ i~,, _ _ 1 ~
2X10 BLOCKOUT I~ o ~ /
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_ REMOVE GRASS AND ADD COMPACTED ~ t, ~ /
I 1111-III-III- ~ y ~ I I 1-1 I ~-1 FILLAS REQ'D ~ / /
10" I ti. , i ~
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DETAIL ~
3 _ , ® ~ 1 112 - 1-0" ~ / N
OD N ~ t - _ - - ,K , _ - - - - -
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NEW COND. CURB REINF, ~ ~ / / b~~ W/ tt3 CONTINOUS
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v 5/8 m X3 DEf uOLE 2 .5 ~ -
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EXIST. CONC. PARKING / ~ i ~ ~I I I-1 a ~ a
- a i ~ / ,/r. , - EXP. JT. REF. 5 •
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-III - CONTROL JT. REF: 6
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~ 1 DETAIL DETAIL
a ~ 2 ~ ~t-, . -
I 1 I/~ DEEP SAW CUT CONTROL . @ DRIVES !PARKING -
I/2" ASPHALT EXP. JT. W/ I/4" I/2" DEEP TROWELED ~
NTRO A K URETHANE SEALANT CO L JT. p W L S ~
PLASTIC CAP I/2°m 18" SMOOTu
DOWEL p 12" O.C. ~3 P Ib" O.C. EA. W?'.
=s4 P Ib" O.C. EA WY.
r_ r
- 4 I/?" 1 DRIVES .n
y 4" P PARKING _ t WALKS /
- _ - - I- -
-I I I=111_i l l_I 11=111_1 I I- I- COMPACTED SUB GR~^~DE s
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NOTE SEE PLAN FOR SPACING OF JOINTS EXP. JT, EXTEND TuRU CURB
NOTE SEE PLAN FOR SPACING OF JOINTS
DETAIL DETAIL
I I/4" PIPE RAIL
0~
I I/4" PIPE POST SET IN 5" STEEL SLEEVE
0 5 -0 3/4" ASPHALT EXP. JT W/ SEALANT I/2"m X 1'-b"
" T SMOOTH DOWEL 1 _J
I/4 X 2 PLATE CON _ tta BARS P 12' 0 C EA WY 5/8"~ X q"HOLE p 16" O C ib' O.C.
uOLD I/?" FROM CONC / ' EXISTING CONCRETE " 3" ts4 1 Ib" O.C. EA. WY.
_ SAW CUT EXISiTNG ASPHALT AND s14 1 I?" O.C. EA. WY. ~ PROTECT EDGE a
~ GRADING I PAVING PLA _ ~ 9
1" iJ -
Q _ ~ _ ~ / i
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a Q Q~
- -T - COMPACTED SAND FILL. I - - I I - - - ~ - REMOVE GRASS AND ADD C .a
~ - I A4 XIB DOWEL p 12 O.C. =1 I _ _I _ I " FILL A5 REQ'D 0
___I 1/?" ASPHALT E:XP. JT. W/ SEALA
- -t
PLASTIC GA " ~ " ~ r
DETAIL ~ DETAIL DETAIL sROOM 3 3 ~ _
7 , , 8 f 9 , 1lT = 1-0' , 1 1 2" - 1 -0" ~ ~1 1 i2 -1.0" ~OpTN
~i .Y
11/4" PIPE RAIL I '
NOTE: SEE PLAN FOR SPACIN
DETAIL
11
_ 1 112" - 1.0"
~ -
6 log _ Q
1/2" DEEP TROWELED 1
u4 1 2" O.C. EA. WY. CONTROL JT. 1 5'-0" b
M w ~ ~ _ 12 BROOM 3" 3"
_ ~ I
- ~ 1 16" O.G. EA. WY.
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C:UMPAC`E:i FILL
iol 101 e1-o' s oio' 3 WIER DETAIL Cl 3l8" SHEET
.
NOTE: 5EE PLAN FOR 5PAC .AN FOR SPACING OF JOINTS ' r
DETAIL DETAIL ETAIL : -
10 12 sir=~ v r _ ,,.M <:~;~ALINDO L NGINEERS AND -PLANNERS., INC.
3833 SOUTH TEXAS AVE., SUITE 213 BRYAN, TEXAS 77802 979-$46-8868