HomeMy WebLinkAboutUNDERWOOD SELF STORAGE REVISED SITE PLANgi/yaV a
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M µ REINFORCED CONCRETE
DWILWAY SHALL BE
4'
� S SACK, 3000 PSI Wi(1/2') BARS
AT 24' O.C.E.W.
a°no�
APPROACH SHALL BE
V REINFORCED CONCRETE S SACK. 3000 PSI
Y a M ,/4 (1/2') BARS AT 24' O.C.E.w
TRIED TO ME EX. RE -BARS IN ME STREET
VARIES IV min.
a 1/2' PRENOLDED EXPANaMS==:�
RADIgS 3' MIN.
R.D.W. 5MAX.
FL
BOl�o 1 1%2F SAW CUT
GRADE 80 REINFORCEMENT �40 �-i -GONG PA•rEMENT-+,.,
4500 PSI CONCRETE
H2O LOADING PARTIAL SECTION 12'
DETAIL
CATCH BASKS 1 249 x 24' x 381 1 N.T.S.
N.T.S.
/ w_
Q
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@ yob WILLIAM M.
JONES SURVEY
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To BC $ET PLUT i WIVI A t 7Y. N•Z
CataTT1=2 00 UW05I 0GI2 lyl' I1:LE7
NEW STogR se+.xt LEAD
To COOHECr rCcwr 1113"
Igi JOLET.W12 NEW I4-11OLE
I, 1 SIZE oP NEuJ LESO To SE
lO 5A44E A6 E%19tIF1G LEdD
DRt`ICWOY
INLET RELOCATION
1J.t.5.
THIS END CONNECTED
TO i_BOX DR INLET
GROUT AROUND
REST. PIPE
REST. PIPE
SIDE EW
GROUT AROUND
REST. PIPE
9•0 REST. PIPE
FNO VIEW
o
e .
i. PL1iNIN4�� DRAIN LArU C.ONTRJLTOR SHALL COTAIN Atl. PIRMIT3 AND
PAY ALL P' a Aw PRO RATA SING IN STfRCT. TBCiC Met JACK. Tif TO
ctm iRJCTION SCGIMS. IINCtlDC6 CCNNPLTIGN
CURD INICT.; 3y3TM • RCH DRAINS OR DUM ARE MAIN'JiS
TO DRAINIli SYSTCM. CATt}1 SASiN OR aIJTSiOC AREA MAIN'
A!D CitOl)tD IN
s101SL ORAJN PIN. C1G1
pm sfl D* M Ow wlw 0WM tOP Or NEYI PAVCAtENT OR
3. 7HIS STORM DRAINA" SYsnx 13 MSIG W FOR A .3. YEAx RAINFALL
,• 9 USING 3.01 CPS PQt AOM - .. TO 6E N;oAwLeT=
A_ALL. U�=+���� � AINED 'He MST INFORMATION AVAILJ•e"'
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M
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t3• AS
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EL
-roe wloru = 6 g'- r -- ... 40 20 0 40 80
r �feEEvD _._ t 40
r
FAo, J* straw D r-
tt21Y aurJE
oW TcD 6y
VFOt1CIHG BAR FOR SIN�T4 MEAOERIMIrPBE REDWOODDW00D
EXPANSION JOINT 011AIL
N.T.S.
NOTES:
e, , --ktALL HYtl2O- ALL COORDINATES ARE TEXAS STATE
a MumnIA�cTYv.) PLANE COORDINATES, SOUTH CENTRAL
ZONE USC 4 GS NORTH AMERICAN
DATUM OF 1927
I�
i e-arropv4iM=40 0' SUBJECT TO THE ZONING ORDINANCES NOW
DETENTION POND DETAIL ENFORCED OF THE CITY OF LA PORTE. TEXAS
N.T.S. SUBJECT TO THE TERMS, CONDITIONS AND STIPULATIONS
OF THE LA PORTE AREA WATER AUTHORITY CREATED BY
ORDINANCE NO.1295, FILED UNDER H.C,C,F NO. L526773
Al WATER SURFACE : l,r� I 5imp
T.C.
LIZ
OQO Ol GUTTER
t'ROPO"SM Live OAK - 4• CAI.lPM MN
"' ''• LATIN NAM, OLP.RGOS VWMKIANA
VOLUME: T.G.
Al + .(DI) + Al X D2 INVERT VARIES
2' rROPOSCO RID TP - ! AA. 90' OD
LATIN Kel PibwA KAZI4A
PAVING STORAGE DETAIL
N.T.t.
..'. T• M tOKtrYOUL IY/.VA
✓unr/iaw fer „Mu....-'''•i"' Y' 1 1 �•� t t
f iJ, �- r, ll.0 •'1 •, Y:. Y,,: 1'•.r MA
N
OwE
S
PASADENA L STREET
BLVD
"+rRn
SIT
v I a I n i t Y M 8 2
NO SCALE
LEGEND
EXISTING
PROPOSED
- -
CONTOUR
SPOT ELEV.
X0
STORM SEWER
SANITARY SEWER
WATER LINE
°
CLEAN OUT
0C.O.
wm_�
CURB INLET
MANHOLE
0
Jr
GATE VALVE ..
Jf
♦-
FIRE HYDRANT
•P•P•.
POWER POLE
OIJ.
.ALP.
LIGHT POLE
OLP.
■
CATCH BASIN
0
F/L
FLOW LINE
FA
T.G.
TOP OF GRATE
T.G.
INV.
INVERT
INV.
F.F.
FINISH FLOOR
F.F.
T.c.
TOP OF CURB
T.C.
S,cE S 82'57'51' E 749.65'9.06 . CJ yt.e+ �" Ll" A• v 10, Xv,
LEGEND: '
„ U.E.UtilityEasement
oN C ul TF io iZ'A'T N.: l�4 gL' )¢ �50 t,5/ A.E. - Unobstructed eAerial Easement
.IG" ° 4 8 t,9 lA0 B.L. -Building Line
' /KV. " i 20• 2 \ S.S.E.- Sanitary Sewer
ice. C?ncre>e . j. = , ;. 2(j - (All as per recorded plot of subdivision)
T.6. 25 00
=2q,a t.o
DRAINAGE AREA IN OGRES
Sulfate G(� o ° -?jp ',
Ff1TTJRE- 21x Teti - c s}'� CREEKMONT S/D 2.5 TOTAL ACCUMULATED G.F.S.
-------'- BLOCK 5
lip
~ �+` ~ ~ ''• X1A %: o o '1 \ \ ' x \ I% N O O.� i VOL. 279 PAGE 145 I, CHARLES E. BATES, AM REGISTERED UNDER THE -LAWS OF THE
I S 1 \a 2 i i 'X`" ys H.C.M.R. STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING
y, r t
v, • gla r&•b 0 AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND
i2 %' 2; •. -' ?�T'• �".; 25 Of $C:! 6 t o R /'�%' / 28 U ql� ;}9D CORRECT AND THAT ALL BEARINGS, DISTANCES, ANGLES,.
TG 24 40 ! I T • o. 9 2 CURVE RAD H AND CENTRAL ANGLES ARE ACCURATELY SHOWN
•4 _
Revision By
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\ I 4 u �, 21 N E,usf . M I ES S BATET, TEXAS REGISTERED
an. vie. l9 0 2y o"- PROFESSIONAL LAND SURVEYOR NO. Z
r ran raxr rant Tarr raxr raxr ran rarr 1- � B �° -
P air ano ano nrro auo anP axlo oxro :�ArQ p " D X' ' j z 1• 2' CREEKMONT BAPTIST NOTE:
, t, 2D' R 0" H1 LS Nut ov CHURCH,
-BASIS FOR BEARINGS: ASSUMED AS PLATTED'
��yy °j t o 401 MYRTLE CREEK _q�pgRq SHOWN
NDONE GROUND TIEDISTANCES
COMPANY
1 Carta Carr Tu Carr ran raxr taxi ran : , IEL •' Ry •.':: f
' o Fit/st: %JQ' _ fl H.C.C.F. NO. T-724544
5 0 0' g iu oq9� w 174,240 S0. FT LEGEND: - UTILITY EASEMENT
a ._'• o.b Calcium
a - ; r.s8 Sulfate 2 13 Z ' ° 2 g OUT OF LOT 10
iAllGrefe 7 C� �' G X� y 7--G.ZS. ° A.E. - UNOBSTRUCTED AERIAL EASEMENT
/n!v 271::' ... X ,Ny #y tJ0 BLOCK 2 B.L. BUILDING LINE
•5 Za;.,' - I co W J. PAYNE S/D C.I.R. - CAPPED IRON ROD a
y o o \VOL. 4 (ALL AS PER RECORDED PLAT OF SUBDMSION)
P P 5E f1l 171 6 V L. 8
\ PAGE 16' H.C.D.R. WOOD FENCE
TN'P / 7 ! CHN. LINK FENCE
401 V S
(j.
- ° q . .. • Q rE+h � !o' L. �2 ' I 2�,. 2y' Ia THIS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS HAS
swag IrcH APPROVED THIS SITE PLAN AND DEVELOPMENT OF UNDERWOOD
AMES -PRESBYTERIAN CHURC r SELF STORAGE IN CONFORMANCE WrTH THE ORDINANCES OF
9725 SPENCER HWY THE CITY OF LAPORTE, TEXAS.
H.C.C.F. NO. C-241972
OUT OF LOT 10 UU
BLOCK 2 I CITY OF LAPORTE, TEXAS
Rrtm 7 W.J. PAYNE S/D
LU
384 PAGE 161 H.C.D.R.
VOL."°" a sr• JaME5 fl�E613YiERIAA C LA/ ! T"PE OF DEVELc,°MENT: SELF STORAGE WAREHOUSES
d 9125 5; E>JCEi` 14I(41WA
• OWNERS: LLOYDE W. DUNCAN
BUILDERS: AVIL BUILDING .SYSTEMS
DETENTION SUMMARY
.UT FOR SANITARY i1 STORM ZONED: GENERAL COMMERCIAL Cl)
iI LANES UNDER PAVEMENT 'r
1. AREA SERVED 4.35G5 AC. (0.7437 % Ib+PER•) 3.24ACRES F•',;� AJt%r. e j
2.oET'ENTIONSTORAGEPME(Cs) o50ACFT/ACRE JOB ADDRESS: 2619 UNDERWOOD ROAD t
r 3.i 15TENTION VOLUME REQUIRED 1.62AC/ET FLOOP 6rA-(�IENT= „ .? '' J
4. DEIENT-ON VOLUME PROVIDED 1.9EAChT It
5. MAXIMUM DESIGN)&ATERSURFACE ELEVATION 25.23FT THIS PPOPERTY LIES IN FLOOD ZONE -- AS SHOWN ON THE FLOOD. INSURANCE RAT'
6.MAXQv1uMOU'rmLOWRATE ALLOWED 2.0CFS MAP - COMMI'NITY PANEL NO.4az QjC�gAQJ= MAP REVISED: 6-IS-07.
L
7. MAXIMUM OUTFLOW RATE PROVIDED 2.0 CFs- _TER -
MITIGATION 8.RESTRICTORPIPE 517.E 8 DIM- ELEVATIONS ARE BASED ON ME -AN SEA LEVEL N.0.A•A- 1929-IV10 RE r-V L Nl �
S=CsA WHERE: NOTE: ALL UTILITIES SHOWN ARE AS PER CITY OF
=4.34.3565XD.ER IMPERVIOUS=3.24ACREs �.,DaI„t," '.111 LAPORTE UTILITY MAPPING
cS=Ac. PROGRAM
0.5 (3.24) j
t. z•u1r nu.ICT,a Te oS chnc-iacrC� 1G.5) c 2.G CF9
S-1.62AC/FT "^ "'"`quay`^ REFERENCE BENCH MARK: LAPORTE SURVEY MONUMENT N0.1 MARKER
S=1.62 (43560) s • u # 1952 $ROBS CAP W/AJNCH MRRK LOCATED ON SPENCER F}1C-�HWAY AT
5=70,567.20 CU.FT. STORAGE REQUIRED 9odt.7 t . < J)
�`or LAPOFZ�' AIRPORT- L'EVATkDN 22.27 1978AP . VD 29.
STORAGE VOLUME COMPUTATIONS
0
i T
""r" """ LEGAL DESCRIPTiONi
STORAGE VOLUME GIVEN IN DETENTION POND 3d,d t6 CU. o • -2 REFERENCE S C U P 04 - O I U
STORAGE VOLUME GIVEN iN SWALE DiTCHES 14,700 CU F•.' t't'" DATED 4 APPROVED $Y
•• Ca,pulrlva.t fe afrrW wu, .A ryq ArJA4aA4Nna .
STORAGE VOLUME GIVEN IN STORM SEWERS I4I7A•: CU. FT r'-- ��� r.�.1
STORAGE VOLUME GIVEN IN INLET BOXES 108.00 CU. FT ,-ITT-, , T T-, , - `-, CITY OF LAPORTE UNDERWOOD SELF STORAGE
STORAGE VO LIME IN CONCRETE PAVED AREAS 35,577.36 cu.0: RECO RDE D UN DER FILM CODE NO.573174- HARR15 CC. -MAP RECOF
T
TOTAL STORAGE VOLUME PROViDE[Y 86,248.80 CU. FT. �' BEING 4.350ACRES OF LAND OUT OF LOT 10, BLOCK 2,
0
OR 1.98 AC/EI z
J.W. PAYNE SUBDIVISION ACCORDING TO THE MAP OR
PLAT THEREOF RECORDED IN VOL. 384, PG 161 H.C.D.R.
• CITY OF LAPORTE, HARRIS COUNTY, TEXAS
. + PLANS'FOR:. Rat ,
1TM r•'"•'- "4� ' �r� PAVING AND GRADING & DRAINAGELm f
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our of LOT 101 DLK 2
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LANDS6APE. 95-Yt,10Pe71.
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4
BATE1.. DEWLOPMENT
CONSULTANTTS
1110 E. LAMBUTH, DEER 'ARK, TEXAS 77536
281-479-5823 FAX 1• I66-521-7411
BatesSmeys@y, hoo.com
LA1,�05GA,
SCALE: 111_ 40* APPROVED BY: DRAWN BY
DATE: 2 ^ 1.1 - 4O LLO 1 DF W. VU1 I,CA ` REVISED
Ul"VE -WOOS !�ISLI* cvr04ZAGE.
L!><P11=7•E DRAWING NUMBER
TeXAC-; 1 2008 ^ 1010
. SWEET C-2