HomeMy WebLinkAboutWALGREENS SITE PLAN (2)e
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NOTES: �� >Q 20 0 2I I 60 Feet °
1. TOPOGRAPHIC AND BOUNDARY INFORMATION FURNISHED BY OWNER; .N `soy
SITE PLAN FURNISHED BY ARCHITECT. BENCHMARK ELEV: 23.99 SHIP
2. CONTRACTOR TO ACQUIRE ALL NECESSARY PERMITS. CITY OF LA PORTE SURVEY MARKER No. 44 / D10-01 STM. M.H. 24"FL20.00 LA PORTE A
3. CONTRACTOR TO NOTIFY THE UNDERGROUND UTILITY (BY OTHERS) V A A N T RW` o
LOCATED ON WEST SIDE OF UNDERWOOD ROAD APPROX. SEE NOTE 7
CO-ORDINATING COMMITTEE" (TEL. 1-800-669-8344) 48 HOURS FL18.84(P) p6 `"a"
BEFORE STARTING WORK IN RIGHTS -OF -WAY OR EASEMENTS. 0.5 MI. SOUTH OF SPENCER HIGHWAY. (1978 ADJUSTMENT) m "F< O
4. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY REGULATION f 62L.F. 24RC17 SPENCER HWY. 146
OF HARRIS COUNTY, TEXAS, FOR FLOODPLAIN MANAGEMENT PRIOR T.B.M. ELEV: 24.93 ®0.18 % N
j w FAIfl MONT PKWY.
TO STARTING CONSTRUCTION. a �'` rya• -m N
5. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY HARRIS T.B.M. #1- LL IN MUELLER ON F.H. LOCATED AT S.E. ayy y1� ryy9ry rya6 +n' + op�cPy
COUNTY, TEXAS, PRIOR TO STARTING CONSTRUCTION OF UTILITY CORNER OF SUBJECT PROPERTY. rya' ryy' ryry. ry ry �� + + �� PROJECT e 0
AND/OR CULVERTS WITHIN COUNTY ROAD RIGHTS -OF -WAY. +y2y + + + yI� h�� rya LOCATION
6. ALL WORK IN COUNTY R.O.W. TO CONFORM TO HARRIS COUNTY ry N 89.56 20' E 210.00 rya• n l
REQUIREMENTS. I VICINITY MAP SCALE: I"= 5 Mi.
7. CONTRACTOR MUST FIELD VERIFY LOCATIONS AND ELEVATIONS (OR T.P. r�
FLOWLINES) OF EXISTING PAVEMENTS, DRAIN LINES AND OTHER LEGEND 25.60 T.P.26.00 T.P.25.90 T G..21 . '
UTILITIES BEFORE STARTING CONSTRUCTION OF NEW FACILITIES.
8. MATERIALS AND CONSTRUCTION FOR ON -SITE PAVING, SUBGRADE %, 95L.F.
AND UNDERGROUND UTILITIES TO CONFORM TO CITY OF LA PORTE 30 T.G.25.70 10" ® 0.38 %
REQUIREMENTS. EXISTING T.P. 25.40 g7LF• 12' �0. 10"FL21.57
9. ELEVATIONS AND/OR GRADES OF PROPOSED UNDERGROUND a� o INLET NO.1 12"FL21.41
UTILITIES MAY BE CHANGED, WITH APPROVAL OF THE ENGINEER, Xa 661 ELEVATION y v, T.P.25.40
TO AVOID CONFLICTS WITH EXISTING OR OTHER PROPOSED �G 5 T.G.25.30 a5 11 x
UNDERGROUND UTILITIES. XG6� 1 TOP OF CURB I 12"FL22.11 . as a
10. SLOPE PAVEMENT UNIFORMLY BETWEEN ELEVATIONS SHOWN. ANY X GUTTER 9a aye T,P.26.20 ^ ryS' + rya$
TRIM68.85 y a 10r'FL22.19 y T.P.26.15 ry a
FIELD CHANGES TO FINISHED PAVEMENT MUST MAINTAIN 0.50% RIM ape aryry ya ry• rya° T.P.25.45 ryy " ry + a°
(MIN.) GRADE. FL65.30 .,a ry ' ry ' ry ' 24 FL20.11 T p + T.P.26.10 r T.P.26.10 ry 4
FLOWLINE rya. + + '�� •- w
11. DRAIN LINES 18" DIA. AND LARGER TO BE R.C.P. PER A.S.T.M. 29L.F. 10" 25.85 T P:26:30 •':.
C-76, CLASS III TYPE "B" WALL. 15" DIA. AND SMALLER TO SS STORM SEWER T.P
I ®0.38 % T.P.26.20�
T.P.26.20 w
BE P.V.C. PIPE PER A.S.T.M. D-3.034 (SDR 35). S SANITARY SEWER 25.60 T.P.26.15 oD Z
W WATER LINE ryy EXTEND EXIST. 1$" 1 1/2" METER _ 1 1/2" POTABLE T Q26.4Q' .' :' l•�-�
12. BACKFILL TRENCHES FOR DRAIN LINES IN PAVED AREAS WITH T.P.26.30
BANK SAND AND COMPACT TO 95% STANDARD PROCTOR DENSITY. P O/H POWER CONCRETE PIPE IF w/BOX T.G.25.30 WATER SERVICE T. 26.85 T.P.26.30 x j
13. EXCAVATIONS FOR INLETS IN PAVED AREAS WITHIN 5 FEET OF AN G GAS LINE PROPOSED UNDERWOOD _ �
INLET TO BE BACKFILLED WITH CEMENT STABILIZED SAND (ONE ® INLET ROAD CONSTRUCTION ryryya I rya�a FL22.30 1 1/2" METER W BOX T.G.25.15
SACK/CUBIC YARD). HAS NOT OCCURED ryry�a + RE. IRRIGATION PLANS U
14. BACKFILL EXCAVATION FOR DRAIN LINES IN UNPAVED AREAS WITH • MANHOLE AT TIME OF DRIVEWAY o FL22.15
DENSITY. FOR CONTINUATION OF BACKFILL AND COMPACT TO 90% STANDARD PROCTOR w POWER POLE CONSTRUCTION. d WATER LINE 26.40 T.P. as ryy5a p8ry
15. ON -SITE INLETS TO BE CAST -IN -PLACE OF REINFORCED CONCRETE FIRE HYDRANT c; ry� ryb�� ryy' + ry
WITH HEAVY DUTY FRAME AND GRATE PER DETAIL. CONTRACTOR s GATE VALVE y sa as rya APPROX. LOG. Ga P +a + + x
MAY UTILIZE PRECAST INLETS IN LIEU OF CAST -IN -PLACE ONLY i STREET SIGN rya' rya' OF FUTURE ry +
WITH PRIOR APPROVAL BY ENGINEER. + I
16. ON -SITE WATER LINES TO WITHIN 5' OF BUILDING FACE TO BE TOP OF BANK Q ryyeo CURB (BY
P.V.C. DR-18, PRESSURE CL. 150, CONFORMING TO - CL OF DITCH Q rya OTHERS)
REQUIREMENTS OF A.W.W.A. C-900 (4" DIA. AND LARGER); Y .
DIA. AND SMALLER TO BE SCHED. 40 P.V.C. PER A.S.T.M. PROPOSED ryeJ ❑
(�
1785. FF FINISHED FLOOR U I rya$ o
17. ON -SITE SANITARY SEWERS TO WITHIN 5' OF BUILDING FACE TO (6+
BE P.V.C. PIPE PER A.S.T.M. D-3034 (SDR 35). FL FLOWLINE N I
.
WITH RUBBER GASKET JOINTS. TC TOP OF CURB O Z�O O
18. FOR FUTURE DETECTION PURPOSES DURABLE METAL WIRES TO BE o 1 �f iN1)L�
INSTALLED (OR OTHER MEANS PROVIDED) CONCURRENTLY WITH ALL TG TOP OF GRATE �..1
P.V.C. PIPE INSTALLATIONS. e10 ary o a S90
19. ALL WORK IN STATE R.O.W. TO CONFORM TO TEXAS DEPARTMENT TP TOP OF PAVEMENT ry +a• + j P. T.P. T.W. ao� ryyI9 T.P. ryy° T,p, + oa A S S ®CI A TE S
20. S E ANDSGRADETION OF CULVERTS REQUIREMENTS.
HARRIS COUNTY RIGHT-OF-WAY FG FINISHED GRADE rya2a tk. �ry 25.50 . 26.15 26.85 + 13,500 s.f. + �26.40 + 25.35 ryy• rir7 �7 ti 1 L �7
TO BE CONFIRMED BY HARRIS COUNTY PRECINCT 2. ❑ PROP. INLET oa + a� ml + ry 2 6a F.F. 26.90 ago CH. LNK. FNC. INC
o PROP. WATER METER rya'
ry'
W
CAST IRON GRATE 2 NoeD
® 18" C-C "DIRECTION OF SLOPE 6HALT PVMT. � z RE: M.E.P. DWGS. FOR CONTINUATION5"GONG. PVMT. O 2425 Fountain View Dr.
0 z OF WATER AND SANITARY SEWER LINES0 oxSuite 250
Jo Houston, Texas 77057
zo "' (713) 784-9400
No. 4 BARS ® 16' C-C I- J C-C p T.W. W � E; O n26.856" "C' tpl SITE ADDRESS: 9701 WEST MAIN Q� U m aw ryyry� ryS5 -} + +Levinson Associates, Inc.
o ryaga ryS$ rya + + T.W.26.$5 ° Architecture • Planning Interior Design
FLOODPLAIN NOTE: SITE IS LOCATED a +
IN ZONE °XIIAS DETERMINED BY THE Q W = + �--1 LLJ T.P. T.P.
CITY OF LAPORTE FLOODPLAIN x z 26.40 2401 Fountain View Dr.
z T.W.26.65 C/0 25.00 z
ADMINISTRATOR. W T.P. ❑ ❑ ❑ ❑ Z
NOTES FOR INLETS: o ti Q � T.P. 26.15 WFL20.6 P. Suite 629
1. GRATES AND FRAMES FOR INLETS TO BE HEAVY DUTY, V-5626, 25.75 Houston, Texas 77057
VULCAN FOUNDRY (TEL. 1-800-MANHOLE) OR APPROVED EQUAL. T. 26,15 26.15 m
RE: ARCH. SITE PLAN
2. ALL INLETS TO BE CAST -IN -PLACE. G I FOR DIMENSIONS 6 (7'13) 784-0003
3. INSTALL CURB ON CONCRETE APRON WHERE INDICATED ON PLANS. 2" GAS LINE' Q
INLET DETAIL CASPH. PVMT.) W J T.P. T•P• z x a REVISIONS
In T P 25.95 25.95 I25.75 K J a
FRAMES AND GRATES w a 1 ;r� 1w I� 12-1-93: CITY REVIEW COMMENTS
5o yG 3 a9 ryas ryay� rya�1 rya' tL ry'S'Sy
T N T.G.24.00 + + + �
FL20.88 �s w I REMOVE SAN. SWR.PLUG
\Ggo� ory��ry T.P.24.65 `y ►- AND CONNECT TO EXIST.
�FLPFs �Gryry60 rya5ry ASPH. Lf• 1T T.P.24.75 3 6" STUB FL19.67(P)
�33 �03p% ®0�.� $ 25' LDG. LINE co 'a
C-INLET/M.H. TOP
0I 18" C.P. CONC. I C-INLET/M. 0 j T. .24. T.G. 00 RIM23.55
18RFM19.48(N,E) S\G6 yy Sry RIM04
( 8g 1,00 FL1$ 7c 8"FL19.28(N) PIPE AND
HELP' a0* (G ya 18"FL18.57( ,W Goo T. .24•.3 7 6"FL19.7 6"FL19.25(W) CABLE FNC.
® SSG• Gry al 12" FL20.78 APE s` eon �61 C/0 t 2"FL 9 z0(E�>> A� p R.A. PEY'ION & ASSOCS., INC.
GRATE E ■ 0* SEE NOTE S`G' S 89 56'20" W 210.00' F 12� FL18.55 SEE NOTE 7 ��
GPO S�G� " EELPE' �� gG ®0 �2" GRATE S �' $ x_ CONSULTING ENGINEERS
TG23.35 s� ' �� E to y�� REMOVE EXIST. DRIVEWAY—) DOWEL -ON CURB PER DETAIL SSG ea 309, c� RIM 21.55 ry��ry . 10661 HADDINGTON, su1TE 160
18"FL1 9.61 (S) 4"GAS LINE STM.M.H. 1• 23.48 23.27 ( L S' 24"FL16.43�jS) F P HOUSTON TEXAS 77043
G G --- - --- - - --- -- --- G 713 461 8485
LM }( �� Q p TRIM23.37 E YI• Q • i S• Q P ® j SS• _ 12"WATER LINE �. ® CONIC. y50 _5/8" IR t S• a ( )
_ 16, C.P. 187FL18.36(N) ry _ S' ry1 TBM #1
18' CURB EXP. JTS. --- TC23.68 42"FL14.82(W) as g0� OVERHEAD POWER LINE - - ryas ya INLET�GZ �0 F.H.
CRUSHED 6 ® 20'_ SPACING 47 C.P. SS 42" C.P. Ss FL14.60(E) �Gry�OG SS 42" C.P. SS SSG y6� ry�ga 2; C.P. ryryya 2 ' SS _ �GyN. �0e y0 G 54" C.P.
LIMESTONE 3"R. STM.M.H. Gry cGryti�° �G ryP° EOryry°9 FIRE DEPT. PIT Gry �Gry1k
TRIM23.55 G1 Gry G
BASE N0.4 BARS � 1B"FL1s.,s N RE. SPRINKLER PLANS sTM.M.H.
36"FL15.17 w CONTRACTOR TO CONTACT MR. LARRY JACKSON
H.M.A.C. PVMT.-TYPED 6"CURB 42"FL14.65 E 6,. TRIM21.89 LAI Project No. 93132.000
(471-9618 OR 471-9652) OR MR. CHARLES Spencer Highway 247 FL1 6.59(N) Wol r NOTE: COMPACTED FILL ID NOTE: WHEN CDER B E CURB IS TO GASKIN (802- 5191) WITH TX. D.O.T. 48 HOURS 9 een Store Number
BE INCLUDED IN THE BID BE PLACED ON EXISTING CONCRETE 42"FL14.37(W)
F.T. + + + + + + + + + + + + + + + + + + + + + + - 36„ SEE ARCH. SITE PLAN BASE t/2.0 Dff. BARS, Sr LONG, BEFORE STARTING WORK IN STATE R.O.W. a +++++++++++++++++++++++++++ PRICE FOR DOWELED 54"FL12.80(E)
+ + + + + + + + + + + + + + + + + + + + + + + + + + + I 24•C-C SETTING
AND SET IN SULPHUR aj Issued for Permit
+++++++++++++++++++++++++++ FOR LOCATIONS OF MEDIUM CONC. CURB OR QUICK SETTING CEMENT. R
& HEAVY DUTY PAVEMENTS I�9a +��ry / 1 O 0 ) / I �) / 1 +ryay
ry ' ry ' ` V V / ry ' Issued for Bidding
SCARIFY, LIME -STABILIZE & COMPACT 10 BREAK -OFF EXIST. �R SPECIAL NOTE:
CONC. PVMT. 6' Exist Conc. Pvmt Issued for Construction
UPPER SUBGRADE SOIL (67MIN. THK.) BEHIND PROP. CURB J� CONTRACTOR MUST PROVIDE TRENCH SAFETY SYSTEM CONFORMING TO OR >7? RPOSEIIOnPAECTION %CQ:. •'"••"••.iya+
TO 95% STD. PROCTOR DEN. L BARS 8" C 'IC. P ;? v;3 I' ''T?E�y ' `'' ••' `r t
® 15"C-C I ,':'.. EXCEEDING THE REQUIREMENTS OF O.S.H.A. SAFETY AND HEALTH ( ) yl'' n ` ��* ' ti *+/
y Q ...L........•.•.•...ow•.1 t.
REGULATION 29, CFR PART 1926 AS PUBLISHED IN FEDERAL REGISTER{ 1 :- ;~c , ;_` " i d �✓
,-, ;:. ,-.•,..,,,cr;.d k LIMES C. PEYTON 1
VOL. 54, NO. 209, DATED OCTOBER 31, 1989, AND AS REQUIRED BY THE I !•........................ :•
14" STATE OF TEXAS STATUTES. t o ; 4981! r j
C 0 1
ASPHALT PAVEMENT &CURB -N.T.S. NOTE MORTAR FINISH NOT REQ'D. WHEN t l�,ST��`�°
Exist. Conc. Pvmt. CURB IS POURED BY A MACHINE, BUT d
TO BE REMOVED i : Ab rt Sl`u iH3tt VRi B s%
( ) CURB WILL HAVE THE SAME OUTSIDE
la DIMENSIONS. EOry� 9g 9a as I0 i 9 0'.:c 111 YEW ONLYREFa
FOREADDOITIONALECHNICAL PAVEMENT MAORT TERIAL AENDAUGUST SUBGRADE93, FROM REQUIREMENTSS ENGINEERING CORP., EGry� Gryry' EGry�' +ry EG/�' H•N.93 Civil Site Plan
DOWELED CONCRETE CURB
CLASSIFICATIONDUTYY BASE SURFACE1Z' SE N.T.S. . ryyry, rys ryryrya M.H. cGry1� Date: 28 October 1993
HEAVY DUTY 8" 2 1 /2" S�GPO}( 'ESE d --___' ����� + + � Gry1 kry Gry 9�
R.A.P.A. WAL\192-9303.DWG
INLET H0. WLCAN DIMENSION
FNDRY. N0.
C"
1
V5732
30� x 30�
ALL OTHERS
V5626
24"x 24"
t I
1
ASPHALT PAVING & BASE
CONC PAVING
d D
THICKEN CONIC PAVING @
c PERIMETER AS INDICATED
a PAVING REINF (SEE TYP
JOINT D LS FOR REINF)
V-3"
14. PAVIk C DETAIL. _
f
4" WIDE PAINTED
PARKING STRIPES
(PAINT TRAFFIC
YELLOW)--TYP
0
E
Ao.1 1
/2rr = 11-0
ri PARKING STRIPES
40'-0" O.C. MAX. #3'S 0 18" O.C. EACH
"" AY (5" PAVING)
PAVING STD KELODE DOWEL
JOINT SEALANT 0 18" O.C.
ILD
LO
'JR KELODE' LOAD
TRANSFER UNIT 0 18" O.C.
NOT& FOR KL was RECEMrr 1x HEART REDWOOD.
o / - l' Ir T4 0UDE
WRAP WAXED DOWEL TUBE
A1 P_' s90 OVER ONE END OF DOWEL
(13) PWING EXP. JOINT
�AO.1 1 1/2r 1 ,-Orr --
VVHEEL STOP
AO.1 1/2 - 1 '-0"
AO.1 j 1/2" = 1'--0"
Ao.1 1/8" = 1'-Oil
5'-0" O.C. MAX.
-rc L
1/4" - TOOLED JOINT
NOTE: FOR ALL AREAS RECEIVING
CONC. PAVING, BRING FIN. SUBGRADE
TO +/- 0.01' & LEVEL WITH\_P'S � 18" O.C. EACH WAY
A MIN. BANK OF SAND
SIDEWALK NTROL JOINT
11 �0-
, 1 1/2" = 1'-Orr
6 x 5'-0" PRECAST NOTE: REF. 1/A1.1 FOR
CONC. WHEELSTOP JOINT LOCATION
FILL VOID W/ MORTAR 30'-0" O.C. MAX.
--- POLYETHYLENE SLEEVE,
JOINT SEALANT WRAP ONE END
t116-2 PER UNIT DRIVEN 1x4 REDWOOD -
TO 2'•-••0" BELOW GRADE -
ASPHALT PAVING & BASE
NOTE: FOR ALL AREAS RECEIVING
3'S 0 18" O.C. EACH WAY
CONC, PAVING, BRING FIN. SUBGRADE
TO +/- 0.01' & LEVEL WITH " J13 DOWELS 18"
A MIN. BANK OF SAND r� , LONG � 12 O.C.
7 SIDEWALK EXP. JOINT
#5 CONT (TOP)
#3'S 0 24" O.C.
ASPHALT PAVING
PAVING BASE
#5 CONT (BOTTOM)
SUBGRADE
PROVIDE PITCHED SMOOTH
CONCRETE FINISH
8" 0 STARDARD STEEL PIPE FILLED
WITH CONCRETE. PROVIDE 1/4"
WELDED CLOSURE PLATE AT BOTTOM
(PAINT EXPOSED PIPE YELLOW) TO MATCH
TRAFFIC YELLOW PAVING PAINT.
8" 0 @ BLDG. CORNER & LOADING DOCK
6" 0 @ DRIVE-THRU MEDIAN
4" 0 @ DRIVE-THRU WINDOW
TOP OF PAVEMENT
24" 9 CONCRETE FOUNDATION
REINF. BASE W/ 4-#4 VERT.
AND #3 TIES @ 12 O.C.
a
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co
HANDICAP SIGN PER
STATE AND LOCAL CODES
3" GALVANIZED TUBE
IN CONCRETE
1/2" R EDGE ON BASE PLATE
3" GALV. STEEL TUBE SIGNPOST
5/8" 0 BOLTS W/ ,"BASHER
3" GALV. STEEL TUBE SIGNPOST
1/4" THICK GALV. STEEL FLANGE
WELD TO SIGN POST
5/8" 0 NUTS WELDED TO SLEEVE
�r
THICKEN SIDEWALK CONC.
SLEEVE TO 8"
r
1/4" THICK GALV. STEEL_ SLEEVE
SET IN 24" 0 CONC. FOOTING
REMOVABLE SOCKET
AO.1 1 1/2" = 1f_0" ----
HANDICAP RAMP
RE: 3/AO.1
HANDICAP SIGN
^ - RE: 8/AO 1 TYP
- - 1/2" REDWOOD JOINT
NON -SLIP FINISH -SCORE
Q 4" INTERVALS
WHEEL STOP - RAMP & CROSS SLOPES
RE: 12/AO.1 SHALL NOT EXCEED 1 IN 12
co
co
PAINTED HANDICAP -
SYMBOL, BLUE
fr-
4" WIDE PAINTED 4'_p" REFER TO 4'-0"
PARKING STRIPES
(PAINT TRAFFIC PLAN BELOW
YELLOW-(TYP)
16" o.c.
8'-o"[REF PLAN 9'-0"
I BELOW
HANDICAP PARKING 3 HANDICAP RAMP
1/811 v 1 I -Of,
E 43'
I Cd
YELLOW PAINTED
ARROWS (TYP) -
4" WIDE YELLOW
PAINTED DASHED
LINE (TYP)
ENTRANCE
SIGN TYPE 1
SEE.?/A5.2
PYLON, SIGN #2
SEE SHEET-Z 4
i 00
i
5
A0.1
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$
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16.5'
18'
L7
0
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1
Cc
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Aa.1
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23.5'
f
A0.1 1/411 = 1'_Ort
HEAVY DUTY ASPHALT
SHOWN AS HATCHED PATTERN
`Y` N 890 5 6' 2 0' r E 210'
fist o C6
A0.1
FACJ: OF BLDG.
JOINT SEALANT
1x4 REDWOOD
- ASPHALT PAVIN
REF. CIVIL DWG
2" RADIUS
PS 0 18" 0.1
' PAVING BASE
8„ 3- #5 CONT.
11=. �. �R »._..... , .s-... ._ HEAVY DUTY ASPHALT
SHOWN AS HATCHED PATTERN
u.4,��•.c. � I �®moo _.. (�4� _ __.�� ,_,..�,..,..
' 4.�'. ( 6"A
I CONC t5t���
»
R'o 30'R CONCRETE DRIVE-.f RCFEE
PAVING -I -:. ; : s(�. ( ALARM SENSQT:==_
REF. 15AW;6 -.. ;Z
9701 WEST MAIN
_•,
3-5
NOTE: BUIL 0-01111,q,
IS PARALLEL AN
a
PERPENDICJ LAR TO UNDERWOOD o /
ROAD PROPERTY LINE. o
� v
10, 100,
PIPE BOLLARDS
RE: 1 O/AO.1
ELEC. SERVICE --'
RE: EO.1
C)
1
co
_ I®
I
4 �
A
"VAN ACCPSSIBL' EI
SIGN PARKING
SPACE I 4' 5' '1 ' '4.5' 4',, 13
2'RTYP.
Y
15' R 6¢6 ,- C�
219' 8' 1. 8' 5' 9' 1, 7 SPACES @ 9' = 63' .51
15 SPACES Q 9' = 135' 10',_.. r.
RE: 5/AO.1 FOR 2 R `
TYP. STRIPING
5'
AO.17 Q o° a
I PYLON SIGN #2
II S 890 56' 20" W 210' N SEE SHEET A5.1 .
FILL --IN DRIVE TOI
MATCH EXISTING SIDEWALK
Spenr way
Cer T
S ITE P Lfi-
' AO 1 " = 20'-011
NORTH
YELLOW PAINTED ARROW
& 24" HIGH LETTERS
81+ PIPE 801 ARDS
(TYP. OF 3)
DUMPSTER BY
WALGREEN CO.
CHAIN LINK FENCE
6' HIGH W/ BROWN
METAL SLATS
• 11
SITE DATA
_' 1. Total Land Area: 1.37 acres
2. Total Building Area: 13,500 s.f.
00.
- N 3. Parking Provided: 65 cars
UJ 4. Parking Ratio: 4.8 cars/rnsf
o
LEGAL DESCRIPTION
r�
�- BEING PART OF LOT 1 D, BLOCK2
o W.J. PAYNE SUES. D. (VOL. 384, PG. 161, H.C.D.R.)
W.M. JONES SURVEY, A-482
f LA PORTE, HARRIS COUNTY, TEXAS
f Lq
O
YELLOW PAINTED ARROW
1 p,R & 24" HIGH LETTERS
r
3 i
a
6.2 HL&P POWER POLE
RE: ELEC. DWGS,
----� HEAVY DUTY ASPHAL
"L SHOWN AS HATCHED PATTERN
L
r_
i r
YELLOW PAINTED
ARROWS (TYP)
ENTRANCE
SIGN TYPE 1
4" WIDE YELLOW
PAINTED DASHED
LINE (TYP)
NOTE: PROVIDE NEW SIDEVVAL K WHERE
NECESSARY TO PROVIDE CONT,NUOUS
WALK ALONG SPENCER HIGHWAY AND
UNDERWOOD ROAD.
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2425 Fountain View Dr.
Suite 250
Houston, Texas 77057
(713) 784--9400
Levinson Associates-, Inc.
Architecture Planning . inferior Design
2401 Fountain View Dr.
Suite 630
Houston, Texas 77057
(713) 784---0003
REVISIONS
1 CITY COMMENTS 12-01-93
A
qvi`x
�9TT .�3
OF
L.AI Project No. 93132.000
Walgreen Snare Number
Issued for Permit
Issued for Bidding
Issued for Construction
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0 }
0 �1
�. S`e 'Ian
Date: 28 October 1993