HomeMy WebLinkAboutUNDERWOOD SELF STORAGE SITE PLAN (2)GP
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SACK, 3000 Pai
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IN THE STREET
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E`�TP MEET &S T M.
-Top wlor4l = b &1- oil 60 30 0 60 120
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P uBAJ�D .. Tri ik�� Fi �C-P ALL COORDINATES ARE TEXAS STATE
C11=D FAY c ry E COORDINATES,
NORTH�HICANCENTRAL
DATUM OF 1927
�¢OrToµ w 040
SUBJECT TO THE ZONING ORDINANCES NOW
s. c. c• SEA Tp SUPPppRRT TTMH ppEEDWaaD DETENTION POND DETAIL ENFORCED OF THE CITY OF LA PORTE, TEXAS
yF9tiGN0_@AP_LNNTi HEADER SHALL BE REDi400D u r c
•, I
••"""' 5U5,XZT 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. L826773
At WAT 7 JURFACE T C L .NDW AK t EGENQ
OAD D1 Z4.z;0GUTTER
• : '. •. • MI OPOSFD LIVE OAK - 4. OALIPCt. MIN
• - • -: - . • . • unN NAME, CLRGW VItbINLI M
VOLUME At + .(DI) + Al X D2 T.G. 24, o D
2 INVERT VARIES
PAVING STORAGE DETAIL LATINKAL . IAHM AO LAaKA SAL. 8p'Ca17�g
LATIN NMl. rHOTINIA eLADWA
OLTA.
coff"m 1R IV w■
3 I CREEKMONT 5/19
15 s X�so BLOCK S
VO1.279 FYa•145
N
W " E
v
L
S
PASADENA L STREET
BLVD
MyRn
SIT"I
SPENCER HWY
v 1 a 1 n I t yM 2R
NO SCALE
LEGEND
m-"
-
(STING
PROPOSED
- o
CONTOUR
SPOT ELEV.
STORM SEWER
SANITARY SEWER
WATER LINE
0
CLEAN OUT
6C.D.
CURB INLET
SAME=
x
GATE VALVE
+
FIRE HYDRANT
•P•P•
POWER POLE
O►•P•
•LP•
LIGHT POLE
OLP•
■
CATCH BASIN
❑
FA
FLOW LINE
F/L
T.O.
TOP vF GRATE
T.C.
INV.
INVERT
INV.
F.F.
FINISH FLOOR
F.F.
U.E. - Utility Easement
A.E. - Unobstructed Aeri Easement
B.L. - Building Line
S S.E.- Sanitary Sewer I
(Ail as per recorded plat of subdivision)
t. 0 DRANNAGE AREA IN ACRES
9I
i}� I
2'S..TOTAL ACCUMULATEr C.F.S.
I ' U -E. `I`//!_K
I, CHARLES E. BATES, AM REC/ISTE; ED UNDER THE LAWS OF THE
05 t 4A A. E
STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING
AND HEREBY CERTIFY THAT THE ABu VE SITE PLAN IS TRUE AND
-
2kQ0 .
CORRECT AND THAT ALL BEARINGS, DISTANCES, ANGLFS,
,l
CURVE RAD II AND CENTRAL. ANGLES ARE ACCURATEL oF:OWN
ON PLAT
7 Z+-
u
ti QF
CHARLES E. BATES, TEXAS REGISTERED
-13 1�
PROFESSIONAL LAND SURVEYOR, NO.4110
I-- S crIo0"A-A"
CREEKMONT 8APTIST NOTE:
CHUF CH
-BASIS FOR bEARINGS: AgSUMED AS PLATT61'
401 MY'LE CREEK -DISTANCES SHOWN ARE ;ROUND DISTANCES
R EEK ALL ABSTRACTING DONE by TITLE COMPANY
H.401
T-
174,240 SQ. FT
. LEGEND:
OUT OF LOT 10
U.E. - UTILITY EASEMENT
CLOCK 2
A.E. - UNOBSTRUCTED. AERIAL EASEMENT
B.L. - BUILDING LINE
W.J. PAYNE S/D
D
C.I.R. - CAPPED IRON. ROD i
VOL. 384
(ALL AS PER RECORDED PLAT OF SUBDMSION)
PAGE 161 H.C.D.R.
-15, - WOOD FENCE
'AgOt
-X - CHN. LINK FENCE
S` 2S8
Zt'10
THIS TO C$RT1FY -HAT THE CITY OF LAPORTE, 71EXAS HAS
APPROVED THIS SITE PLAN AND DEVELOPMENT OF UNDERWOC
SELF STORAGE IN CONFORMANCE WITH THE ORDINANCES OF
THE CITY OF LAPORTE, S.
i r. . .-.:-... . - n
Li H.C.C.F. t. - .. 5.00 AL. 4.056 .CPS �OUT OF LOT 1r1OUT OF -OT '0 0o BLOCK 2CITY OF L S
BLOCK 2 .AMU WIN mton STAw,MNil
W.J. PAYNE S/D
W.J. PAYNE S/D M� Lt( VOt. 3F14 PAGE 161 H.C.U.1?.PEOF C VEL MENT: SELF STORAGE WAREHOUSES
VOL. 384 PAGE 161 H.G•).R. t � c
. t
' P LANDSCAPE LEDGEND 1m GWP'ERS: LLOYDE W DUNCAN
t, a
A SYMOOL KAME SIZE NO. TYPE
QUa?CU5 FOLYMORFRA 4i16%1 p. 8 SMMT TREE TRENCH CUT FOR SANITARY i STORM nETENTTON sunt>vIAxY BUILDS°S: Av C D BUILDING SYSTEMS
j PYRU5 CALLERYAMA 31tCa419- I 174F*)JGLaL'-nE SEWER LINES UNDER PAVEMENT ZOI,'_,.: GENERAL COMMC RCIAL
I. AREA SERVED (4.0) (0.90) be. 3.60 ACRES
" PNcfiNIA GLABRA 564Ll. 8o Swzer;, rfre)p.BEA I 2.DETENTION STORAGE RATE (CS` 0.45ACFT/ACRE JOB ADDRESS: 2619 UNDER, ')Of) ROAD
3. DETENTION VOLUME REQUMMID 1.62 AGFT
NOTE LAt1I75C,4PltJG-L I� CWEf2 A MIhi.OF 6/ OF F1eoJEGT. 4. DETENTION vi:7ED 1.9>IAGFf SCUP REFERENCE -*04-010 Gr D 8-23-b4 apptvved by Ci+
Y
S. MAXIMUM DESIGN WATER SURFACE ELEVATION 7g15FI THIS PROPEP'Y LIE` It FLOOD Z^NE i( AS SHOWN ON THE FLOOD INSURANCE RATE
6.MAXIMUM Ou1'FLOWRATE ALLGWED 2.0CFS MAP - COMM''NITY rrA'EL NO.4$?QLC 940;' MAP REVISED: 11-6-96
MIMGATION 7. MAXIMUM OUTFLOW RATE PROVIDED 2.0 CFS
8.RESTRIC'PORPEPESUE 8"DIAMER ELFVATIONS AF_ BASED ^N MEAN SEA LB L N,O.A•A• 1929-1978RELEVELING
st�tnsalrectll�t S=csA WHERE:
1. PLUISING OR GRAIN LAYER CONTRACTOR SHALL ClTAIN ALL pERAt1T8 AND A=4.0 ACRES X 90%IIviPERVIOUS atn« •.,trlta•, 3nn1,1t
• PAY ALL /CES AND PRO RATA COOT THAT APPLIES TO His "ORK WORD =3.60 ACRES
P`Ay UCTiw WdNS. (INCLUX3 OPENING IN STREET. DOW AND JACIL TIE TO 1401E: ALL UTIL:.*,ES SHOWN ARE AS PER CI I Y. OF UTILITY MAPPING
CUM INLET, MANMOM. ROOT MAINS OR OUTSIDE vOwNVOUT3 CONNECTIOt+ Cs=0.45 AC/Ft'/Ac. .. - PROGRAM.
TO DRAINAGE SYMK CATCH WIN Olt OUTSIDE AREA GRAIN. AND GROUND IN S= 0.45 (3.60) t. °u:na nrt.ta•e to 0.! crUun. 40tt23 (0.5) = Z.5 CF5
a2 A DRAIN nPE. EfC. S=1.62 AC/Ff 1. USIA% °rlttc• tcwtt" REFERENCE BE, ICH -: ..ARK* LAPORTE PORTE SURVEY MO N U M E T N O- I MARKER
�� �rl�� � I� y s � � TOP OF NEMI PAVEMENT OR S=1.62 (43560) N
\� s=7o,s67.2o CU.FI. STORAGE REQU;RED ° ' `" r'1" # 1952 BRASS AP W�FUNCu MAhaC LoCATE,D ON SPE CER t41 �HWAY AT
. S THIS STORM DRAINAGE SYSTEM IS DESIGNED rOR A Two YEAR RAIWALL C . 0.8
g:3a?,pi
P Ry AIRPO'T- 16VAT10 4 22 27 1978AD NGVA 29
.r
rRt USINIy 3•01 C/,S PER ACae 6O.ORE DETWTItON PIPE 16 ADDED
STORAGE VOLUME COMPUTATIONS
• t•
1 A � ~
' A. ALL LINC90i10 M UrIUTIES SHOWN ARE NOT "ARANTEW TO PC COMFLETE
CR OQINITL NJT 1MJR O6TAINED rROM THE b"T INFORMATION AVAILABLE.
POND
34,446 CU. FT
.. war ,whn Vffm ttlt . M41
-
LEGAL DESCRIPTION
UnUTIU AS 611aM ARE WED ON ABOVE
STORAGE VOLUME GIVEN IN DETENTION
°,
�
S. LOCATION ar Ail t,1aEx•RmRID
LOCATED IN THE rigLA AHD SOME IN rROM
STORAGE VOLUME GIVEN IN SWALE DITCHE3
14,700 CU. FT
2.11 w
GRouwo STRUCRLM
tIt7,ORD, MMS PROYIOED RY PRIVATE UTILITY COMPANIES. CITY. AND COUNT`(
Es MAY VARY
STORAGE VOLUME GIVEN IN STORM SEWERS
417.44 CU. FT
CCIA WVMup 000IIk p WUly •M�°Au•w• ■ H••a
�uT LOCATIONS of wockaimm ununEy6TWjMU
noM LauTNal SHOWN 111tAlL11 AND AoanMAL umlw ununW3T1hjCrL s
' HERE MMI1HALL TIC PROCESS
STORAGE VOLUME GIVEN IN INLET BOXES
108.00 CU. FT
t.m
,
-
UNDERW OOD SELF STORAGE
MAY 6E ENCO161rERE ii NO OG^,AVAt10NS THEOr
ALL T193
tCIS
STORAGE VOLUME IN CONCRETE PAVED AREAS
35,577.36 CU, FT
' -
THIS SURVEY/ ro ANYlVX roL D M IN VERIFICATION A ION
nm PRIOR To ANY otcAVAnat. cwln ICTs rou+D wtlNo votlncAnoN
TIOERGRC1NIo
CONT11A6TOR AND/OR
RECORDED UNDER FILM CODE t 573174 OF THE MAP RE•COW5 HARR15 Cm•
,
SH" 6E low%z TO THE ENGINQJt IMM[OIATG.Y.
aWNot a11ALt .it THE UTILITY COONDI01AnN6 CO►MAITT71 rDR THE HOUSTON
tAll-'.'fA AT 71Y»1-456'1. 46 HOURS PRIOR To OC.AVA110N Olt
TOTAL STORAGE VOLUME PROVIDED'
86,248.80 CU. FT.
BEING 4.000 ACRES OF LAND OUT OF LOT 10, BLOCK 2,
OR 1.98 AC/FT -
1-11191,
6. ALL STORM SOM-S CONSTRIOTW UMM CCMCRETE PMEN+ AY ARE TO
6TMIL1>m SMID is TO 6UbGRAM ANO MA' STORM SVMS
.
AIM .IPAYNE SUBDIVISION ACCORDING TO THE MAP OR
SPIOWILLED WITH
NOT uND®1 cONCRnR: PAVEMn/Wr 10 6ACRPItJJm 11e To S" A6Ove T• IPE
- allo. -
PLAT THEREOF RECORDED IN VOL. 384, PG 161 H.C.D.R.
111TN
"
CITY OF LAPORTE, HARRIS COUNTY, TEXAS
PLANS FOR:
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PAVING AND GRADING & DRAINAGE
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