HomeMy WebLinkAboutLANDING STRIP CENTER SITE PLAN°
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LA PORTE AIRPORT
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SPENCER HIGHWAY
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10916
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SPENCER HIGHWAY
OWNER: RICHARD G. DESMUKE
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9521 CATLETT LN.
Q,= (1.2) x (1.5082) = 1.81 ACFT/SEC
LA PORTE, TEXAS 77571
MAX RUNOFF
SURVEYOR: BILLY L. SHANKS
(.5) X (1.5082) = 0.7541 ACFT/SEC
LANDING
STRIP
CENTER
1414 WAVECREST LN.
10916 SPENCER HIGHWAY
HOUSTON, TEXAS 77062
OUTFLOW sIZEINc
281-488-1486
LA PORTE, TEXAS 77571
Q = CA 2gh
A 1.5082 ACRE
TRACT OUT OF THE WILLIAM M. JONES SURVEY,
NAME OF DEVELOPEMENT: LANDING STRIP CENTER
c = o_r
A-482, AND BEING OUT OF AND PART OF A 266.154 ACRE TRACT DESCRIBED
TYPE OF DEVELOPEMENT: SHOPPING PLAZA
A = 4 02
IN HARRIS COUNTY CLERKS FILE N0. E103745
OWNER: RICHARD G. DESMUKE BUILDER: FOLDS CONSTRUCTION, INC.
g = 32.2
APRIL 2002
ZONED: GENERAL COMMERCAIAL (GC)
JOB ADDRESS: 10916 SPENCER HIGHWAY, LA PORTE TX. 77571
h = 6.0
USE: SHOPPING PLAZA
5 Q^m
D
KEY MAP: 539Y
LOT SIZE = 65,697.192 SQ.FT.
TOTAL LOT COVERAGE = 17,089.417 SQ.FT.
PROPOSED BUILDING = 5,070.834 SQ.FT.
PERCENTAGE LOT COVERAGE = 7.7%
GRASS/PLANT AREA = 1,772.083 SQ.FT.
PERCENT of COVERAGE = 2.7%
PARKING
REQUIRED SPACES
ICE CREAM STORE
MINIMUM SPACES
4.0
642.00 SQ.FT./1000X4=.642X4=2.6
2.6
TOTAL SPACES
6.6
VIDEO STORE
MINIMUM SPACES
4.0
2596.00 SQ.FT./1000=2.596X4=10.4
10-4
TOTAL SPACES
14.4
TOTAL REQUIRED SPACES
21.0
PROPOSED SPACES
25.0
KEY MAP 539Y 'ED P E N C E R H
�4
I GHWAY
5 7541 FUTURE PARKING REQUIREMENTS WILL BE
D = RESOLVED AS SITE IS DEVELOPED.
i 83.14159
I I ( 10 0' - 0" R.O.W. / CONCRETE SURFACE ) I 4 PARKING SPACES ARE 9'-0"x18'-O"
%7541
' EXISTING 36" , EXISTING 36" D = V = 7927 x 12 9.5124 PIPE
STORM SEWER 15 -0 1 I STORM SEWER z.410
EXISTING 36" j 1 22'-0 82'-6" 30'-0" 35-0 30'-0" 82'-6" 1 1 EXISTING 36" D = USE 9.5" RESTRICTOR
BENCHMARK 21.17
TEXAS GUTTER , , „ TEXAS GUTTER BENCHMARK IS TOP OF RIM OF MANHOLE LOCATED 21'-0" WEST
PROPOSED C CRETE FUTURE CONCR E t ' W MANHOLE OF THE WEST PROPERTY LINE. BENCHMARK WAS TRANSFERED
W/ MANHOLE { 8 -0 „
T.O.R. 21.17 RIVEWAY LOCATION DRIVEWAY LOCATION -8 EXISTING CITY WATER LINE I I T.O.R. 21.39 FROM CITY OF LA PORTE CITY MARKER NO. 1, MARKER NO. 1952.
36" PIPE FL 16.50 20.83 20.99 21.09 21.3t 21.26 21. 21.43 21.29 21.21 36" PIPE FL 16.67 OUTFLOW cFs
--' t FL 20.15 X 7s, X I I Q= CA 2gh N .
21.37
1.5082 ` ? • „ , C = 0.596 G= 32.2 H= 3' TE FLOOD ZONE - 'X'
ACRES _- p �- ---- - j -- -- - ------ -- ------------- -------------------1 ------'1--------------------*----------------------- --------------- 0
�� •,gyp _------------------------'j � "'�--------___ __ _-_ F.H.
CFS7 RODN1 oD IDEWALK 22.29 15 a o= 9.5"= 0.7916 FT „
'� -- 2217 4 0 SIDEWALK 22.31
PROP CRNR _ - ---__---__ A = T (0.7916i = 0.4921 THIS TRACT LIES IN ZONE X AS SHOWN ON F.LR.M.
W =--- ---- --------�E= ,- - �(_a2 to--- -- :3�----�C--------- ---- --- - --�F - - 3( ----- ----- - - -x--------�(- - - - 4
22 04 21.93 �" �� + 2-� XZ2.3'Z - XL2.45 22. 1 22.46 22.38 o 1//2 MAP NO. 48201C-940J DATED NOVEMBER 6, 1996
O ; W 23.85 - IR N T20D
■ 9.5 FLOW 23.70 -- -- \ ( 0 A = (.>9(1
I ( RESTRICTOR 23.35 23 85 2 PIPELINE ESMT. (N313945/ 14 W.L.E. S863354, PR P CRNR
FLI 20.1 _ _ 2 .35 FLO 2o.2a ---r-- --- --------CO ---------- ---------------------------- *-- Q = c 0.4921) (64.4) (3)
---- --- - -->�__ - ----------------------_---------
--- ---------
r t �� � \SPILLWAY 15 -6 / SIGN � „ ' Q = (C) (0.4921) (13.89) DETENTION (LA PORTE REQJ
J DWL 23.60 B.L. �0_0-____-- N
5OO -O --------__ - + �Sa4 -\- L 23.60 - - - - --- -------------- ^- ---------------- CALCULATED REQUIRED DETENTION
23.85 ■ Q = (C) (6.83) AREA (SQFT) X .20 (TOTAL SITE) = 13,139.36 CU.FT.
_ \\ 23.08 / 23.17 22.99 22.94 23.02 , 23.10 DETENTION
O i X X \`'��9\\ X X X X X Q= (0.596) {6.83) CALCULATEDPROPOSED
AREADW/ 6" CURB -
O ( 38 22.93 tT.o10 22.93 ®\ esszs / I Q = 4.07 CFS W/ PARKING AREA SWALE TOTAL 16,675.00 CU.FT.
■ / .1840 `` 0\ 1 A 28 / ■
FLOW RESTRICTION
O 0 i FLO 20.74\�`\ o j FLI 21.22 I COEFFICIENT 'C' FROM TABLE 12.16 ENGINEERS CALCULATED RESTRICTER 9.5" = 9.5"
PROPOSED \` o' SDR-__DESK REFERENCE FOR ORIFICE 12 DIA. AND
■ + - LP ; 3' HEAD. = 0,596
(� ■ _ ■ WEST II 2.85 ® ' This is to certify that the City of La Porte, Texas has
Q- 00 ( .82 22.72 • / II \W\I 20.94 22.81 22.59 22.57 22.67 ■ 22.77 NOTES approved this site plan and development of LANDING
U ;X p1M / �j� X X X X X. STRIP CENTER in conformance with the laws of the State
BOILDING 22.47 �� / 22 11\ ' 1. NO GAS WILL BE USED ON THIS of Texas and the ordinances of the C' of Lo orte.
t� W PROJECT
F.F.= 24,00 60.7z - II \\ ■ 2. SHRUBS TO BE 5 GAL. PHOTINIA - _ 9,LS-0z
■ ta2 II, \ ■ FRASERI ® 36" O.C. (SINGLE ROW) By:
LC) I - I A0� // _ 1 II": \ 3. TREE TO BE 2" CALIP. LIVE OAK DlreCt r, L orte Planning
I I 2• twlm LME / (lo - I 4. DUMPSTER LOCATION IS TEMPORARY. Department
- ■ II 23.3 ; LOCATION WILL CHANGE AS SITE IS. Attest:
A W DEVELOPED, ENCLOSURE ON FINAL LOCATION. B r
.62 III 22.41 I 22.37 22.32 22.37 122.42 5. PARKING AREA LIGHT POLES TO HAVE (2) y --------------er
O lJ`) ( HAS 2.57 - - ---- X X X X X■ LI-I TWO 400V HPS LIGHTS PER 20' POLE La Porte City Engineer
■X H.a. PHASE 23.85 ---- /---------------
■Ilo 22.11 23.85 ■ I-- 6. ALLIMPROVEMENTS
SITIS ANT FIELDARE ATTHISTIME. IMPROVEMENTS, At: - - -
I \ II® // `- ' n 604 West 1115 Fairmont Parkway
V J 7. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY THE
PRTPos¢0 EitctRKAt Ilo ■ "REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD
La Porte, Texas 77572-1115
■ strlce \ II:-•
1 2 Il13 � TO / - ■ PLAIN MANAGEMENT" PROIR TO STARTING CONSTRUCTION.
\\ a"'t // B. OWNER OBTAIN ALL PERMITS REQUIRED BY HARRIS
II I r- L� J �- COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION
■ OF UTILITIES AND/OR CULVERTS WITHIN HARRIS
FLO 21.0 2 ,{{127 COUNTY ROAD RIGHTS -OF -WAY. I, JOHN J. KANE, AM REGISTERED UNDER THE LAWS OF
O 2 .31 22.31 `tt / 20.33 22.36 22.33 22.38 22.39 ', (� TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING
Z I I X 22.57 1 LI 21.47 X X X X XI W AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS
Q LIJ 2.6018 II ;
Q GENERAL NOTES TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS.
o O CN I �r �� 10_- 35 7--t mLP
0 t. PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER LINE AND GRADE
Z■ / 11m 22.85 i SHALL MATCH EXISTING STREET. -------- -- ------
�/ 1 N / � 2. PROPOSED SIDEWALK SHALL. BE CONSTRUCTED WITH PORTLAND - JOHN J. KANE P.E.
ITV, \ (� n CEMENT CONCRETE, 4-1/2 SACK CEMENT PER CUBIC YARD, 4-1/2
nr� _ '9 / Ilp \ ' I� INCHES THICK AND 4 FEET MINIUM WIDTH. SEE DRAWING TEXAS REGISTRATION N0. 11780
• LL ' • C.T. W 50' O" / - I1Xr \ ■ NO. 3 FOR ADDTTTIONAL INFORMATION AND DETAILS.
;P''E / Q II`I 22.38 - 22.37 22.35 22.38: ■ 22.37 \ 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND
(� �-- X X / I XII 22.¢ii X X X X XI / CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 INCHES
/ - �' \ - THICK, FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE >
Ln _ / IYm \ (PROPERTY LINE). LEVEL WITH 5 - O MIN.
z I22.4 5,-O,r 22.42 I 2 G 00 Ilo \ r LIJ 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE #4 DEFORMED
Q Lf) ■ / il® PAVEMENT BUILDING LINE
REINFORCING BARS (ASTM A615 GRADE 60, UNLESS NOTED)
--- r SPACED AT 24 INCHES C.C., EACH WAY, WITH 10-.INCHES MINIMUM
/ 11� \\ 23.85 ■ U LAP (6"x12" W5xW4 AS ALTERNATE) FROM PROPOSED SAW
Q _ 10 '-Q" 23 85 i 23.35 11; 23.35 `� ■ 0 Q CUT T6 RIGHT-oF-WAY LINE.
> .- + 5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO
nITUREM W Z > EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP
22.47 22.38 22.40 22.37 22.35 22.29 ! 22.47 of 6 INCHES.
X X X 22.47 )( X X Xi 6. PROPOSED GUTTER LINE IS TO BE MAINTAINED AT FACE OF SLOPE w SLOPE
22.40 EXI CUT EXISTING CURB.
TEMPORARY 7 FROM BEGFINNNG TOREND TOFAPROPOSED DRIVEWAY.OUT CURB 1: 12 MAX. ao- 1:12 MAX.
J ..
■ - ■ B. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY - �-
■ 0 EARTHEN DAM SPILLWAY ' FROM FACE OF CURB (GUTTER LINE) AND BREAK OUT TO EXPOSE
I " SANITARY I TOD 23.85 DWL = 23.60 EXISTING REINFORCEMENT STEEL
SEWER LINE 9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM
■ C , „ �j > 4) ■ PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY '' '0
■ 6 - O 6 2 - 6 ■ LINE, COMPACY TO 95% OF STANDARD PROCTOR DENSITY (+/-
2% OPT. MOISTURE). THE COUNTY ENGINEER RESERVES THE SLOPE GUTTER FROM SLOPE CURB
22.47. 22.42 2 .58 22.35 22.41 : 22.37 22.35 22.38 ' 22.67 RIC14T TO REQUIRE LABORATORY TESTS TO BE CONDUCTED. RAMP, STREET, WITH RAMP
■X X X X X X X X X: 10, IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAME. OR PARKING
■ - PROPERTY, SAID DRIVEWAYS SHALL BE SEPERATED BY A MINIMUM 6" CURB MAX.
I UNDERGROUND ELECTRIC DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). 10
SERVICE I 11. REINFORCING STEEL TO BE ELEVATED A MINIUM OF 3" ABOVE
■ SUBGRADE. (3 INCH MANUFACTURED CHAIRS ARE REQUIRED WITH
'. MAXIMUM SPACING OF 72 INCHES C/C EACH WAY. //////
12. ACCESSIBLE RAMPS MUST HAVE A DETECTABLE WARNING SURFACE
FOR PERSONS WITH VISUAL IMPAIRMENT. (COLOR OR SURFACE TEXTURE) SEE GENERAL NOTE 12. ACCESSIBLE CURB RAMP PLAN
r
122.67 22.62 22.87 22.47 23.03 23.07 23.17 23.47 ( 23.57
■X X X X X X X X X■ 8' srEE OVERLAP
■ ■ I R I- BOARD EXPANSION OR 1 2-
------- "� I - '
B.L. 20'-0" ___ _ O
■--------------------------- - - - - - ; ..-Z 5x20' AERIAL ESMT. `- TUT1m LINE
---------- ------- �-_-z-----------------------•- CO • .t.
---EXISTING 8" SANITARY SEWER LINE ,, --,8' UTILITY ESMT. IVA
__<_______'._--'r---___________________•' - js ....a ..• • 3" CLEARANCE
--------------------------------------------------------------------- ------------ �f-_-____-- i ■ ..T_ • 12 t2 °
24. 0 .82
.:
rau. zt.n 6• .. 7- THICK REINFORCED CONCRETE
ram.. �.. �.. �...�..��. ..�.. �.....�.. �.. ..�.. �.. �.. . ....�..�.. �...�..�.. �.. �...a.......... �.. CUT UNDER
FND 1/2` 24:57 X 24.57 X 24.67 X P.P 24.16 X X23.97 23.90 23.87 FND 1/2" °�"N0 s- IIII STANDARD PROCTOR
DE SITY
IRON ROD t " IRON ROD PAYEMENr 24' STANDARD PROCDOR DENSITY
NEW PAVEMENT
PROP CRNR
PROP CRN 4-0 ...,+.. HARRIS COUNTY ENG DEPT DWG. 3-A
14 -0
FAI R M 0 NT PARK EAST
M O I V T PARK EAST I
FAIR T
LANDSCAPE
i� PHOTINIA FRASERI SHRU85
LEGEND
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PHASE FOUR B ■
PHASE FOUR C
GRASS
POWER POLE
GUY ANCHOR.
P.P.
GUY
_
� OIdrER LINE
24•
■
V. 3 9 3, P. 6 5, H. C. M. R.
V. 3 8, P. 4 9, H. C. M. R.
LIVE OAK TREE
OVERHEAD ELECTRICAL
LIGHT POLE
FIRE HYDRANT
L.H.E.
L.P.
F.H.
IM
n+■■�
4 4roEwAlK t• BOAttD EXPANSION OR t z• .4• SIDEWALK
INPUT Q
WATER VALVE
MANHOLE
W/V
M.H.
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�. ,. .:.
.. '. •••
_
DRItVEN'AY RADIUS
1s' MAx. ' MN. R.O.W. LINE
xx.xx
xx.xx = INLET Q
CONCRETE PIPE
C.P.
PROPOSED RADIUS is, V DTH OP DRIVEWAY
xx.xx OUTPUT Q
DRIVEWAY
D/W'
MANHOLE DETAIL
Se AWL 12 MIN.
(Kr>J
PROPOSED Ji DRIVE
HARRIS COUNTY ENG DEPT DWG. 3-6
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R.O.W. LINE
SsrAN°DARD�E DRAWN BY
DPB
CHECKED BY
JMF
SCALE
1 "=20'
DATE
05-29-02
JOB NO
2457N
DRAtitiING NO
S-1
ISSUE