HomeMy WebLinkAboutMAUK'S PRODUCE SITE PLAN"IK DAVID MAUK NAME OF DEVELOPEMENT: MAUK'S PRODUCE MAX RUNOFF = (.5) X (0.87) = 0.4350 ACFT/SEC
1113 VELMA TYPE OF DEVELOPMENT: RETAIL PRODUCE SALES
DEER PARK, TEXAS 77536 OWNER: DAVID MAUK Qmax = 1.2A =
(281) 478-6028 BUILDER: FOLLIS CONSTRUCTION (1.2) X (0.87 ) = 1.044 ACTT/SEC
0.87 Acre Commercial Reserve 1,
SURVEYOR
ZONED: COMMERCIAL
JOB ADDRESS: 10920 SPENCER HIGHWAY, LA PORTE, TX.
DETENTION (A POSTE REM
Spencer Highway Subdivision,
GULF COAST ENGINEERING & SURVEY
CALCULATED REQUIRED DETENTION
William M. Jones Survey,A-482
LA MARQUE, 77568
KEY MAP:
AREA (SQFT) X .DE (TOTAL SITE)
LaPorte, Harris County, Texas
(713 488-6969
)
.539Y
CALCULATED PROPOSED DETENTION
PARKING AREA W/ 6" CURB
LOT SIZE
TOTAL LOT COVERAGE
= 37,902 SO. FT.
= 13,344 SQ. FT.
W/ PARKING AREA SWALE
TEMPORARY DETENTION
Formerly Known as:
BUILDING USE
PROPOSED BUILDING
= 2,080 SQ. FT,
18" PIPE DETENTION
PRODUCE MARKET
PERCENTAGE LOT COVERAGE
GRASS/PLANT AREA
= 5.4%
= 24,558 SO. FT,
TOTAL
Lot 1 of the W.B. Root Subdivision as recorded
PERCENT OF COVERAGE
= 64.8%
FLOW RESTRICTION
In Volume 2, Page 1 of the Map Records of Harris
CALCULATED RESTRICTER
County, Texas, and being out of a call 29.1537 acre
tract, described in a Deed to Herschel Daily, etal, dated
DESIGNED WATER LEVEL = 22.69
January 6, 1987, recorded in Harris County Clerk's File PROPOSED BUILDING
No. K909072, and located in the William Jones Survey, 1. USE/OCCUPANCY GROUP -GROUP 'M'
Abstract 482 Harris County Texas 2• TYPE CONSTRUCTION -TYPE IV, NON -PROTECTED LEGEND
' DETENTION SUMMARY:
AREA SERVICED:
PARKING REQUIRED DETENTION STORAGE RATE=C'S:
IOX20 SPACES = 12 SPACES \�i Grass DETENTION STORAGE VOLUME REQUIRED:
HANDICAPED SPACES = 1 SPACE DETENT N
= 7579 CUFF
= 6740
CUFT
= 2970
CUFT
= 118
CUFT
= 9828
CUFT
7.7"
i
\ l
\�
KEY MAP: 53 9 I S P (� j C (�
SPENCER
I --I /1 / V
1 OX20 SPACES = 13 SPACES y
Fruit Tree
10 VOLUME PROVIDED:
MAXIMUM OUTFALLM DESIGN WRATED ATER ALLOWED ELEVATION:
I\
11 V V I
`
HANDICAPED SPACES = t SPACE V1WMAXIMUM
OUTFALL RATE PROVIDED:
('j or)' R 0 A
C
Red-Tiped LegustruMS
RESTRICTOR SIZE:
0.e7 NOTE: FLOOD ZONE - 'X' Oleander shrub
S t 1� STORM SEWER
z EXISTING 36" TEXAS as {/I
9 a GUTTER W/ MANHOLE -� ( 54'-0' 25'-0" 68'-0"
2 N T.O.R. 21,39' THIS TRACT IS NOT WITHIN THE 500 'YEAR FLOOD PLAIN
\ , I rU 17.09 O
GENERAL NOTES 36" PIPE FL 16.67 r SEE NOTE 3 IN PLAIN FIRM NO, 48201 CO-945J DATED NOVEMBER 6 1996.
aw ¢ = O ES I I z0.79' _ 24• RCP ° 0.2= -- 'RMF AND RAIL,O DEW EXIST 8" WATER LINE I ,
= m 1. PROPOSED DRIVEWAY, -SIDEWALK, CURB, GUTTED LINE AND GRADE TOC 21CM I.52 N i TIC 21.42 roc 2,3e // roc 21.54 4 of
ZI SHALL MATCH EXISTING STREET. _ _ _ _ _ _ _ _ _ _ _ _ _ _ a o BENCHMARK WILL BE 21.39
o z PPHiff E2u ------------' ' BENCHMARK IS TOP OF RIM OF MANHOLE LOCATED 15'-0" WEST
Z 2. PROPOSED SIDEWALK SHALL BE CONSTRUCTED WITH PORTLAND ,, tN31364� ,
a CEMENT CONCRETE,-4-1/2 SACK CEMENT PER CUBIC YARD, 4-1/2 nmoN'ioo " 58 o'x'D o P"w°a°ts°ACCESS 0fl"� 4'-01SOLVAX i OF THE WEST PROPERTY LINE. THE BENCHMARK WAS TRANSFERRED
4 > INCHES THICK AND 4 FEET MINIMUM WIDTH. SEE DRAWING �'=--•---�` - ••----`1 v--• --� _.-__�, -_ �:-__...... FROM __ FROM CITY OF LA PORTE MARKER NO. 1, MARKER NO. 1952, TRANSFERRED
m -" "'- - _ -�zI\ FROM MARKER RM954, 25.75, CHISELED SQUARE ON SOUTHEAST CORNER
w NO. 3 FOR ADDITIONAL INFORMATION AND DETAILS. - - - �• a9+R OF TRAFFIC SIGNAL SWITCH BOX, AT SOUTHWEST CORNER OF INTERSECTION
� 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND , ' '` -�
w u CEMENT CONCRETE, <5 SACK CEMENT PER CUBIC YARD, 7 INCHES 131541 ( }\ 19•, �il o j 3' 25'-0" '; s _'' + ._ o OF SPENCER HIGHWAY AND UNDERWOOD ROAD.
a ¢ THICK, FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE 70 zz o I �9as / ,r 22.50 __J+v o
- -_
--'---------
(PROPERTY LINE. = - y 1`- + - ---- - -
4, PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE #4 DEFORMED fD \\ / 7s !' to'-o" o r� This is to certify that the City of Lo PXof
tThas
1 -__' :-_ ,c-__ _ _,.___-__- -__ so'= 9_ r_ 1 j approved this site plan and developesREINFORCING BARS (ASTM A615 GRADE 60, UNLESS NOTED F . ,� I Produce Market in conformance with tote
SPACED AT 24-INCHES C.G, EACH WAY. WITH 10 INCHES MINMIUM � I� \ 1� / z �� TrP" �, °" jzti \ ite• , x1 ,z• of Texas and the ordinances of the LAP (6"X12 W5XW4 AS ALTERNATE) FROM PROPOSED SAW CUT A 1 i \Ott220'22P619 WAY �y\i I A WTO=RIGHT-OF-WAY LINE: (PROPERTY LINE) I �. i I + 19 \ a / > �� 9679 / �, B5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO 11 ' xed\tt /7.7' FlAOW pe/ - -f' ITG 21.88 ,ESTRi 30so'14- a D.2mt 'd°� _)' orte Planning .�
EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP ' _ TG 21.86 s ca cRE,E I 1 o ment
OF B INCHES. ,� '1 o no 1e.42 - Attest.-, Depart >
6. PROPOSED GUTTED LINE IS TO BE MAINTAINED AT FACE OF 0 I' J °'caclEle/0.oee\ / 'Ic\ ` A O �Cj` -_-
° 23 + \V I n sEE DwD s�\ / it, \ �� _ �I,�.. I '' I BY
I EXISTING CURB: 1 7150 1. 1/ pm _-• 1f, a Porte City Engineer
7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB m ! .10„ I // \\ ro / iI \ efi 4 I °f 2300 At:- - - - - - - - - - - - -
FROM BEGINNING TO END OR PROPOSED DRIVEWAY. (x A 1 / \ x� / I \ z4v P.O. Box 1115-4`Puw., STABUZED SANS,
I 8. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY I wl \ / i �� DA-4 I : �I 604 West Fairmont Parkway SURROUNDING PPE
FROM FACE OF CURB (GUTTER LINE) AND BREAK OUT TO EXPOSE I I zi o / DA 1 \ / t \ j j Lo Porte, Texas 77572-1115
EXISTING REINFORCEMENT STEEL. i i 'I I / to'-o" \ 4 , DA-2 II 4•
2 0/1
j j j DRAINAGE PIPE DETAIL
9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM I ii y - \ SEE li- (UNDER CONCRETE)
PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY I i I h2 ro 1 \ °� 11, �% 4"
i LINE, COMPACY TO 95% 23 ;+ I ¢ za + , 20'-0"Im
�t9 / 1 OF STANDARD PROCTOR DENSITY (+/- zz.7o 1, JOHN J. KANE, AM REGISTERED UNDER THE LAWS OF
?_% OPT. MOISTURE). THE COUNTY ENGINERER RESERVES THE o I ESEE MAX t' 2.10 zZ2.' il° 70 s z j TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING
RIGHT 70 REQUIRE LABORATORY TESTS TO BE CONDUCTED. I j 'i I 34'_6"r£TN 15 -6` \ 51'-0" it
30 -6` / Xj I ,) z3.00 o AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS
10 IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAME I
5" PAVEUENT
3000 PSI
#4 a 18" O.C./B.W.
= 0.87 ACRES
1.02 (835B) ACRES -FEET/
= 7579 ACRES -FEET
= 9828 ACRES -FEET
= 22,69' (19XX ADJ)
= 0.4350 CFS
= 0,4350 CFS
= 7.7 INCHES
SPENCER -
HWY R.O.W.
PRECAST
CONCRETE
36" STORM SEWER
MANHOLE DETAIL
(N.T.S.)
\, TRUE AND CORRECT AS TO PROPOSE TE M ROVEMENTS. NOTE:
PROPERTY, SAID DRIVEWAYS SHALL BE SEPERATED BY A MINIMUM + z
o r•• \ iI. o ><I 1. RAMP AND RAILINGS MUST COMPLY WITH THE
DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). I I �/
11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3" ABOVE o, 'r' CANOPY \ ii\I n TEXAS ACCESSIBILITY STANDARDS, SECTION 4.8.
+ 23M 2 . + e7 \ II / 11, JOHN J KANE, P.E. 2. MERGE RAMP CURBS WITH PARKING LOT CURBS.
v SUBGRADE. (3 INCH MANUFACTURED CHAIRS ARE REQUIRED WITH \ 19 \ II 7 . i ( 3. RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE
MAXIMUM SPACING OF 72 INCHES C/C EACH WAY. I ^ I 1 �, TEXAS EGISTRATION NO. 11780
�_ \ _ SIGNIFICANTLY CONTRASTING WITH ADJOINING ROUTE
i 12. ACCESSIBLE RAMPS MUST HAVE -A DETECTABLE WARNING SURFACE I I s I I �._� v� a Ii - ;.� ► ? I AND HAVE A TEXTURED SURFACE. SEE TAS 4.7.4
ao FOR PERSONS WITH VISUAL IMPAIRMENT. (COLOR OR SURFACE TEXTURE. I x I FF 23.50 �"� ' 9 DA �70 + ti x z�
co 1~ \r a!EE uI "xi
I zs + «I
23.00
z 11
e7 2z.1D +MARKET C-�
N NOTES I -' I ��, I I 3'-0' \ tiySEE DWG S-�,
1. NO GAS WILL BE USED ON THIS PROJECT. N i ° \ lit /� 12' MIN.
13' f 52'-0" z 19 \ II 24'-6" I W o m `. 2. SHRUBS TO BE 5-GAL. PHOTINIA. N I I ;� 87 gam/ ( 2275 N 'n
_ FRASERI 0 36 O.C, (SINGLE ROW) I ( , I I � TG 21.86*11, y i 21 42 21.59 21,67 �+ v
z 3. TREES TO BE 2" CALIP. LIVE OAK I 1 I I ; IE 18.64fzzz 1 \ 0.1 / I +23.15
Z a 4. ALL IMPROVEMENTS ARE PROPOSED IMPROVEMENTS, I I I I I 2 , o. \\yam' \ 09je / j \\I j W 20.9 1:50 22'70
° a CPS
THE SITE IS A VACANT FIELD AT THIS TIME. �I = I 2.69 / .70 \\g \� 0x LTG 22. 01 v/ U) 4' 4' 22• 22.19
N m $. CONTRACTOR TO OBTAINALLPERMITS REQUIRED BY THE E I • ' 23 * 27.35 17 / CTs \\ IE 18.90 1 j
V V� o I i I ^f \\ \ W DRIVEWAY SIDEWALK DRIVEWAY I 1 V-6"
o "REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD W I o I 11, I I CANOPY L-1 \\� \\ +zzoo zoo +�zs.00 rr
o PLAIN MANAGEMENT" PRIOR TO STARTING CONSTRUCTION. I� 0 I - 4' I+23.15 z1." 2 9 \\�• DRIVEWAY DETAIL
IL 6. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS z I 1 / RAMP HANDRAIL DETAIL
�..) 73'-6' S2'-0" 6' C.O. 1S A i I Q (N.T.S.) ( )
d COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION I !_ll
d OF UTILITIES AND/OR CULVERTS WITHIN HARRIS W Q nJ I 1a I 3 / o ,P\\, \ 34'-0" N.T.S.
COUNTY ROAD RIGHTS -OF -WAY. L� 1 I I I z
7. USE ONE CALL BEFORE EXCAVATING` ON SPENCER HIGHWAY. 00 \ , i I i ; n 1e e5 INTERNATIONAL SYMBOL OF
B. THIS IS NOT A PHASED OEVELOPEMENT, THERE ARE NO PLANS OD �) I I j I \I/ 0.4a5 I ( W ACCESSIBILITY BORDER AND
W -' -_F} ER -L0 v "ORES w LETTERING IN WHITE ON
TO DEVELOPE"THE SOUTHERN PART OF THIS PROPERTY. O251104 o BLUE BACKGROUND R.O.W. LINE
i - 9. THERE WILL BE NO IRRIGATION/LANDSCAPE METER. Lq I �,o.•+-•} `�.� wl _�_•�(_ i I ••+0+ i2" x ta" -i6 GA.
I 10. CONTOUR LINES ARE AT 6" INTERVAL ELEVATIONS FOR CLARITY. W/ `1 L" I ( _Z r' o w BONDERINC STEEL SIGN
I ^ i i i i ��/ I--1__-.. 1" BO RD XPAN 0 0 1
O - I o (VERIFY SIZE AND LETTERING
w w ww nH GOVERNING ((A77UTHORITY) NON -EXTRUDING PREFORMED JOINT
J I IU 1+tI 4 '�` . j r sa.00 i0 $ ADDITIONAL
LFOR VAN2"X76") 8" STEEL OVERLAP
, I_ %I \ -11 ( ,i PARKING SPACE
OUTFLOW SIZING i 1 CD 11� `/') \ / �, t m I I � � L 6"xta` cortc. �
o` W CUT 18` A EXISTING
n 0-MAX = 1.2A I , I to } II / \ NOTE: FOOTING CURB TYP. n
Q= C A_ U S Q-MAX = (1.2) X (0.87) = 1.044 ACTT/SEC. i I 01 I i Q <1 / \` 0 1 I POERIBMTTER 0E AT 23.00
OPRO�RRTY GRADE GUTTER LINE d 1- y
A= rr D MAX RUN-OFF 1 23001+ 0 I Iv I p I I DRAINAGE WATER LEVEL U d _
G_ 3� (.5) X (0.87) _ .4350 ACFT/SEC. i j j I w _ y aJ y s'
i i 3.55 r. �\ ` - I I NOTE: PAIV�SfMENT 9 4d ° 1 ST
Q�.•I e , `�, x� t. SIGN MUSE BE VISIBLE ABOVE CARS
D 5 Q-MAX I r W %i I j 1 2. IF NO VAN ACC. SIGN, PARKING SIGN 7" THICK REINFORCED CONCRETE
IS AT RED. HEIGHT.
-R. I I I 113 ,/ ' -, I j 3. ALL HANDICAP ACCESS ROUTES, SHALL BE ON - Q
( 2ril-{) .(C ) I 16 / i GRADE, NO RAMPING INVOLVED. tO Q- ---•---! 12
4 I j j I= / I REQUIRED SC ENING 4. HORIZOIJTAL LOCATION TO BE 2'-0'
4 OUTFLOW CFS I I IW I I MIN. FROM CONCRETE WHEELSTOPS. 8` Illlcllll 12.J
1 D = 5 1.0 4 PER CITY ORDIN NCE
CUT UNDER COMPACT SUBGRADE TP 95%
32.2 3.55 (.8)(3:14159 Q = CA 2GH 1 I I io /{/ I j EXISTING I111 STANDARD PROCTOR DENSITY
✓�� C = 0.596 G 32.2 H = 3.55 i i ; ,�,� \' \ \�� j j ACCESSIBLE PARKING SIGN PAVEMENT 24" NEW PAVEMENT
I D = 6.6588 = 0.5549 FT i '
( D = 5 1.044 ( I I\� ,/ //
( 5.12o s2s3 A = p2 20'-0" B.L. v/ F' 1 HARRIS COUNTY ENG. DEPT. DWG. 3-A
I (N.T.S.)
}� -�(--) I L - I F- - - -/ -
D = 5 1.044 A = �- Tr (0,5549) = 0.2418 12aoo1+ ( �YY• I 5'X20' AERIAL ESMT.) 42100 I
9.500 A = .2418 1 I 1 I- / -7-- " m�
i `--J�-- / / / EXIST 8 SAN SEWER �� 8 UTILITY ESMT.r I -�
D = 5 _ _ Q = (C) (0.2418) (64.4) (3.55) i I -- ---------------- �=-'� T----------' -- A b� I
1099 - .643 x 12 - 7.7 X1, L_ X FF 23.50 23.35 23.15
__�..-___-_ -__..--.___-..-._.q.__-__-..-..-__-..-_.-._-.. __-..-..-..-._-__-._-_.�.. J_.
Q = (C) (0.2418) (15.1201) nw I r �. 6'-0" -- 22•70 RW 1:50 SIDE SLOPE
I -- EAST - 150.00' 4' SIDEWALK
D = 7.7 RESTRICTOR Q = (C) (3.6560) PPA `x" IPROP ry I FAIRMONT PARK EAST` 22.19
USE = 8 RESTRICTOP. 0 = (.0596) (3.6560) 4
SECTION 4, PHASE 4-C DRIVEWAY RADIUS
15' MAX/5' MIN
Q = 2.18 CFS 21.8a V. 378, P. 49, H.C.M.R. _ PROPOSED RADIUS 15'
� 23.00 22.70 22.t9 22.69 D.W.L.21.88 22.75 22.89 O.W.L 22.69 D.W.L.TAS RAMP
23.0 j SLAB CANOPY
22 i9 22.70 22.35 2235
"
SIDEWALK
LINE
IG MIN.
ta.e2
TAS RAMP DETAIL /1 f I PROPOSED 25' ORNE
ta:zt � (N.T.S.)
18.41 SECTION A -A 111.42 .
HARRIS COUNTY ENG DEPT DWG 3-B
(N.T.SJ
N
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DRAWN BY
DP13
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1 "=20'
DATE,
09-23-03
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