HomeMy WebLinkAboutMAUK'S PRODUCE REVISED SITE PLAN}
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.Ar LAiNDAVID MAUK NAME OF DEVELOPEMENT: MALIK'S PRODUCE MAX RUNOFF = (.5) X (0.87) = 0.4350 ACFT/SEC 1
1113 VELMA TYPE OF DEVELOPMENT: RETAIL PRODUCE SALES
DEER PARK, TEXAS 77536 OWNER: DAVID MAUK Qmax = 1.2A = (1.2) X (0.87) = 1.044 ACFT SEC c
(281) 478-6028 BUILDER: FOLUS CONSTRUCTION ! 1
ZONED: COMMERCIAL A,
JOB ADDRESS: 10920 SPENCER HIGHWAY, LA PORTE, TX, DETENTION Le PORTE RED)
0.87 Acre Commercial Reserve 1, SURVEYOR : (._
Spencer n c e r Highway Subdivision, GULF COAST ENGINEERING & SURVEY CALCULATED REQUIRED DETENTION = 7579 CUFF
P P.O. BOX 382 AREA (SQFT) X .20 (TOTAL SITE)
William M . Jones Survey, A- 482 LA MARQUE, TEXAS 77568 - KEY MAP: 539Y CALCULATED PROPOSED DETENTION -) a -�"
(713) 488-6969 PARKING AREA W/ 6" CURB = 6740 CUFT w
j �
LaPorte, Harris County, Texas W/ PARKING AREA SWALE
LOT SIZE = 37,902 SQ. FT. I
TOTAL LOT COVERAGE = 13,344 SO. FT. TEMPORARY DETENTfON = 2970 CUFF a ,
LA P O RTE AIRPORT BUILDING USE PROPOSED BUILDING = 2,080 SO, FT, 18 PIPE DETENTION = 118 CUFT
Formerly known as: PRODUCE MARKET PERCENTAGE LOT COVERAGE - 5.47 TOTAL = 9828 CUFT
GRASS/PLANT AREA = 24,558 SO. FT,
NY. Lot I of the .B. Root Subdivision as recorded PERCENT OF COVERAGE = 64.8% FLOW RESTRICTION
CALCULATED RESTRICTER 7.7"
o � in Volume 2, Page 1 of the Map Records of Harris a
o County, Texas, and being out of a call 29.1537 acre DESIGNED WATER LEVEL = 22.69
o ' p tract, described in a Deed to Herschel Daily, etal, dated
O O January 6, 1987, recorded in Harris County Clerk's File PROPOSED BUILDING DETENTION SUMMARY:
O PROJECT O No. K909072, and located in the William Jones Survey, 2. TYPE CONSTRUCTION OCCLIPANCY OUP -TYPE V-GROUP NO'N-PROTECTED LEGEND DETENTIOAREA N STORAGE RATE=C'S: _ �.02 (B 56) ACRES-i EET/ACRE
LOCATION o Abstract 482, Harris County, Texas. DETENTION STORAGE VOLUME REQUIRED: = 7579 ACRES -FEET
W _ z DETENTION VOLUME PROVIDED: = 9828 ACRES -FEET
W z MAXIMUM DESIGN WATER SURFACE ELEVATION: = 22,69' (19XX ADJ)
J o PARKING OX20ISPACES = 12 SPACES 1� Gross MAXIMUM OUIFALL RATE PROVIDED: 0.4350 CFS
LL Q 1 n MAXIMUM OUTFALL RATED ALLOWED: 0.4350 CFS
SPENCER HWY. HANDICAPED SPACES = 1 SPACE
RESTRICTOR SIZE: = 7.7 INCHES
KEY MAP: 539Y / 1OX20 SPACES = 13 SPACES Fruit Tree10O' C . . .
HANDICAPED SPACES = 1 SPACE
C= Red-Ti ed Le ustrums CATCH BASIN
EXISTING 36' TEXAS NOTE' p 9
GUTTER W/ MANHOLE Oleander shrub
36" PIPE FL 16.67 a111 STORM 'X'
SEWER FLOOD ZONE -
a. C
THIS TRACT IS NOT WITHIN THE 500 YEAR FLOOD PLAIN 18" R.C.P.
crs
54'-0" \ 1 �68' 5'-0" -0' , 1J 18.20
`\ I I ,u r,A2 SEE Non; EXIST 8" WATER LINE PLAIN FIRM NO, 48201CO-945J DATED NOVEMBER 6, 1996. FLo ta.00
1 To• - 20 a 0.20x RAILMDEEW/ < c
VAY, SIDEWALK, CURB, GUTTED LINE AND GRADE roc 2, sz me 2+•43. ( 10C 213e / roc 2s4 I
XISTING STREET. d o BENCHMARK WILL BE 21.39
o - 2TPmn�Ees,rr ---I•- ------------- -- ------ ------------------- ' "
tLK .SHALL BE CONSTRUCTED WITH PORTLAND 1 ,�IN3,324s *N BENCHMARK IS TOP OF RIM OF MANHOLE LOCATED 15 -0 WEST
_1•E, 14-1/2 SACK CEMENT PER CUBIC YARD, 4-1/2 0 nd 0 " 5 t8 '<B 0' 1 OF THE WEST PROPERTY LINE. THE BENCHMARK WAS TRANSFERRED
ND�4,FEET,MINIMUM WIDTH. SEE DRAWING - - - - - ----.....-._ .. FROM CITY OF LP PORTE MARKER N0. 1, MARKER NO. 1952, TRANSFERRED TRICTK N
______ FLOW RES
_ T FROM MARKER RM954 25.75 CHISELED SQUARE ON SOUTHEAST CORNER
1710NAL INFORMATION AND DETAILS.
VAY SHALLBE CONSTRUCTED WITH PORTLAND i`� """ OF TRAFFIC SIGNAL SWITCH BOX, AT SOUTHWEST CORNER OF INTERSECTION
_TE; 5 SACK CEMENT PER CUBIC YARD, 7 INCHES �'�� Kt I - D•. + / 3' 25{a` �.'� . ~ 4 OF SPENCER HIGHWAY AND UNDERWOOD ROAD.
3ROPbSED SAW CUT TO RIGHT-OF-WAY LINE 'v, 23 O + o as \ = -- / z2 0 "-' --° + .A 22 co
.1 - - - - - S" PAMNT T. I.M. 21.39
t. 1n \ . - /- - - - +-- This is to certify that the City of Lo Porte, Texas has 3000 �
\ / + 22.n 2in0 r4im 10 -0' 2�ao _. I I fY b f4 a 18' O.C./B.W.
VAY:'REINFORCING STEEL IS TO BE #4 DEFORMED _ L • �- approved this site plan and developement of Mouk's>
IRS (ASTM A615 GRADE 60, UNLESS NOTED) a - - -"- " \\+ rn, �.-, 20=o e:L "I`' Produce Market in conformance with the lows f the State a 4 SPENCER Q
INCHES: C.C.,=EACH WAY. WITH 10 INCHES MINMIUM A f") \\ ! �°���\ \� /xP• -� x, A of Texas and the ordinances of the City La orte. HWY R.O.W. e �,,,,,• �y lO
iXW4-A5 ALTERNATE) FROM PROPOSED SAW CUT x 11 % 2o'SPILL A t \P o.
fAY . LINE: , PROPERTY LINE �J I / , \ O 22.69 �\ , I gy W 24" RCP ® .2%
►AY. REINFORCING STEEL IS TO BE TIED TO I I I 1s x \\ ! �. \ ° z7 _ 'F'' I Director L P e PlanningLd FL. 7.99 (�
' i ' Tc 2t.96 _ - \ 91 REt 4. rn �'" 1 1 epartment > O Sraearzm PRECAST CD _ AY, REINFORCING STEEL WITH A MIMIMUM LAPPIPES.;
1 soap• - ,s o 0 lox N ,aez 4 �, Attest: sw0, 2 _Z
LINE IS"TO BE MAINTAINED AT FACE OF o co �i /0.0°6\ O ,a pPj/ III\ ` -� al �,. j " 1 m BY ! SACK ON LLI (n Q
1 v + ,^ I N .7150 \ 708,_O. x/ II \ ""-- ��, I .� 2a00 City 9 At: - - - - - - - - - - - - � W X
La Porte Ci Engineer C�ry
CURB AT EACH END AND KNOCK OUT CURB m IxA' i / P.O. Box 1115 + u0+., STABLQED SAND,
36" STORM SEWER Q (, W J
,'PAVEMEN�A MINIMUM OR PROPOSED DRTVEWAY.CHES AWAY I �t�wi ! \\ / j \` DA-4 I :�1 suneatNDa+cPPe Z m
604 West Fairmont Parkway FL ts.67 F
DA 1 ® / DA-2 1 \ Lo Porte, Texas 77572-1115 h
CURB (GUTTER LINE) AND BREAK OUT TO EXPOSE I I zl 0 /! 4• , �� I DRAINAGE PIPE DETAIL W
RCEMENT `STEEL I -' 1 10-0^ 4'-0" (UNDER CONCRETE) 0 W CD
DIE •: FOR PROPOSED DRIVEWAY CONNECTION FROM I - � L ��
�CLT,AT EXISTING PAVEMENT TO RIGHT-OF-WAY 2 l+ i ¢I a ° + 0-0^ 116 2z�c �;� / I 41-- A MANHOLE DETAIL I TO 95% OF -STANDARD PROCTOR DENSITY (+/- �,� " , 1, JOHN J. 'KANE, AM REGISTERED UNDER THE LAWS OF B. (N,T.S.) (�
ry
IRE)::° THE COUNTY ENGINERER RESERVES THE 10 �1 , 4° \�+ 2•te It` \I, '/ 1 23 TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING 0 0 X
RE LABORATORY TESTS TO BE CONDUCTED. i I \ �(/ to to AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS
I 34'-6" 15 -6- 51'-0" 30'-6' t i +� 2a00
E PROPOSED` DRIVEWAY IS BUILT ON THE SAME - I TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. NOTE:
),•"DRIVE(WAYS 'SHALL BE SEPERATED 8Y A MINIMUM o + 2a 11 `j `--> k� I ( 1. RAMP AND RAILINGS MUST COMPLY WITH THE
FEET ROADWAYS WITH CURBS AND SIDEWALKS). I I J, \ II N �I I I TEXAS ACCESSIBILITY STANDARDS, SECTION 4.8.
L TO BE ELEVATED' A MINIMUM OF 3" ABOVE o r I ; CANOPY W , 2. MERGE RAMP CURBS WITH PARKING LOT CURBS.
INCH MANUFACTURED CHAIRS ARE REQUIRED WITH sas 2 + 2za II / J, JOHN J. KANE, P.E. 3. RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE
IG OF, :72 INCHES C/C EACH WAY. 1 ; 22.1 \\ 11 7 ' 1 I TEXAS REGISTRATION NO. 11780 SIGNIFICANTLY CONTRASTING WITH ADJOINING RO
i.t,MUST HAVE'A DETECTABLE WARNING SURFACE I I 5 11 ` �, o
PITH VISUAL IMPAIRMENT. (COLOR OR SURFACE TEXTURE. 1 "' I ��ia2o 11/ x'
Ixfi I I x x
I I FF 23.50 =' \ + a I 12a90
coo I23 + II ' i `Cebu
o I I I MARKET1F5-tam , 2z,5 ajz,5+ I
X., ON THIS 'PROJECT. L0 73. i t 52'-0' So'-0^ \ It$ �� w 24'-6" ( I W JU,: PHOTINIA
Ci (SINGLE ROW) i ( I I 21.59 21.67
LIP.:LIVE OAK ( i 1 ; IE 18�64 I� �� oe /( I � 21.42
\ DST• Y/ I W j W 20.9 1:50 ARE PROPOSED IMPROVEMENTS, I I i 11 j ors\\\ �N �� W
.ANT FIELD AT THIS TIME. Li = I / \ `� � IE to 90 I I I- 4' I 4' I 22'
TA ALL PERMITS `REQUIRED BY THE (/) H I c i i + s' / \\ I W DRIVEWAY SIDEWALK DRIVEWAY
•HARRIS COUNTY, TEXAS FOR FLOOD W ry I I j +L i I CANOPY RMP DX- 1 \4 +=00 00 +j23.w IZ
T' PRIOR TO `STARTING CONSTRUCTION. I _ r 1+u.+s 2+•es \\:- �+ r DRIVEWAY DETAIL
ILL` PERMITS REQUIRED BY HARRIS z I ( -I (N.Tsa
U IX-6 52'-0^ 8' C.O.
210R TO STARTING CONSTRUCTION � i / c \,�\\o OR CULVERTS WITHIN HARRIS W Q N 1 uml. I 1 x� 10 0+ 1 X" \\o �% 34-0' x 0
HTS=-OF-WAY. p I
)RE. EXCAVATING ON SPENCER HIGHWAY. N o0 I `I, I 5'X7' 18' 0" 0 I I IZ
y n ,ate I CTgSSI IMI SYMBOL OF
;ED'DEVELOPEMENT THERE ARE NO PLANS 00 ( I I I tp �y 04M_ I j W ACCESSIBILOY BORDER AND
W O 1 I I _�'�.- -.-.�-Cn•-'-Xt• -� ._ z W , BLUELRING IN OUrr ON
SOUTHERN. PART OF THIS PROPERTY. _ e j
IRRIGATION/LANDSCAPE METER. `- I pgn;l-tom' ���� I g._ _�/` ( 2 �+ 12" x te" -16 Qk
I a WI �• �..-..� O B4ONDFY SIZE
STEEL SIGN
AT 6" INTERVAL ELEVATIONS FOR CLARITY. 1 I� ( z �2zQ, c vERIFY sae AND LLTrERiNG
N i I I i KI �,�� ,+. i I v z Wa GOVERNING AUTHORITY)
.I 1 I W W t,� $ ADDITIONAL SIGN l2"X16'T
t + 23.ao of $ REQUIRED FOR VAN
-1 I (U 3i �/, \ -I I I io '� PARKING SPACE
0-MAX = 1.2A I m +�'�) lin!! W� �, °� I I �� in FOOnNGCONC.
0-MAX = (1.2) X (0.87) = 1.044 ACFT/SEC. I I O I ( � / \Wj \ j j PERWITER OF PROPERTY GRADE
TO BE AT 23.00 FOR
I.
MAX RUN-OFF 12390j+ �) IU \I% , I I DRAINAGE WATER LEVEL U
(,5) X (0.87) _ .4350 ACFT/SEC. i I �'- ' 1 .., " vi1
��. ' NOTE
x'8' '!•� x'1�' >� x'hT' x. i. SIGN MUST BE VISIBLE ABOVE CARS
L.-'"�'•r l w %y \ I 2. IF NO VAN ACC. SIGN, PARKING SIGN
IS AT REQ. HEIGHT.
3. ALL HANDICAP ACCESS ROUTES, SHALL BE ON
' 4. GRADE,
LLOOCATNIONI TO BED2'-0'
I j I i= / REQUIRED SCENING I I MIN. FROM CONCRETE WHEELSTOPS,
4 OUTFLOW 2GH i I I W // PER CITY ORDI )kNCE
':8)13.14159 f- I Ip
C = 0.596 G = 32.2 H = 3.55 i j i `�, I ACCESSIBLE PARKING SIGN
D = 6.6588 = 0.5549 FT 1 I 1 1� // / �, W \I% j (N.T.S.)
,r 1 I I / - W
A = - D2 ------ - --- 0'_B.L_
(0.5549 = 0.2418 I I , -- -% 7
A - -�- ) I2aoo•+�?O+F___ /•�� ��/ L�--5X20 AERIAL ESMT.f +123•c0 �t
_--_-___�Y_-_--x L_____________ - i -._-
A .2418 i d �_^7 1 �_-� -- ' /EXIST 8" SAN SEWER ' -------------11 T 8 UTILITY ESMT. A
---- 7----------- --�Yo� t
3 X 12 = 7.7" Q = (C) (0.2418) (64.4) (3.55 i I
• x 1- x' - - ---- - - - - '� 1", m - FF 23.50 23.35 23.15
Q = (C) (0.2418) (15.1201) no , �` =- > 1- - 6:_Oa - - - i
RA 19 1 EAST 150.00 - - - - - - - 9 22.70
Q = (C) (3.6560) PpaPcxtm ; FAIRMONT PARK EAST <-/ ,ROPE 22.19
Q (.0596) (3.6560)
Q = 2.18 CFS SECTION 4, PHASE 4-C 10
V. 378, P. 49, H.C.M.R. z22.69 D.W.L. 2a. SLAB CANOPY
21;W 22:7s 22.69 D.W.L. TAS RAMP
21.88 22.19 22.70 22.35 22.69 D.W.L. 22.3 ' � _ A
. 18.2i 18.82
TAS RAMP D ETAI L
19.41 SECTION. A -A 18.42 (N.Ts.)
22.75
AND HAVE A TEXTURED SURFACE. SEE TAS 4: 4
a
12' MIN.
N V w S+
+ 23.15
22.70 F t
22.19 I %'+' 9y,
OHN J. NE
RAMP HANDRAIL DETAIL �17,�,
(N.T.SJ
ss/ONAL"
R.O.W. LINE
NON -EXTRUDING PREFORMED JOINT F $" m
z C"✓
c r ta'BACK QF EXISTING w to
CURB TYP. i, 1n ,n N ,n V
GUTTER LINE e 0 0 0 0 0
EXISTING ' - ' a-� n - ~ �"y .1 3" Cl !ARANCE v_, v_1 cn vt in
PA !LENT_ STAI')ARD ofQ: Of W X
46 a' i a 7" THICK REINFORCED CONCRETE y m ,n m m In
a. n- d 0_ I1
Ito 2
O D 0 0 0
0 `0 0
EXISTING 0
CUT UNDER 6' 11T=1TI1 COMPACT SUBGRADE TP 95% � 0 d0 o 1 . �
STANDARD PROCTOR DENSITY 24" NEW PAVEMENT I i Ci I
PAVEMENT C C C C
HARRIS COUNTY ENG- DEPT. DWG 3-A w m 0 o W W
(N.TS.)
DRAWN BY
L DP13
°� GUTTER LINE N - CHECK f M B
St:ei 1 20,
4' SIDEWALK 1" SION OR "
1:50 SIDE SLOPE NON -EXTRUDING PREFORMED JOINT 4' SIDEWALK
DATE
DRIVEWAY RADIUS BACK F IS" G 0 g- 2 3- 0 3
CURB TYP.
SIDEWALK
PROPOSED RADIUS 15' in TCI3 NO
R.O.W. LINE 258ON
36 MAX. 12 MIN. D11,1W NG NO
PROPOSED 25' DRIVE J 1
HARRIS COUNTY ENG DEPT. DWG 3-B
(N.T.SJ TSS 17.E
A L - J" � jA / -6.