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PORCH ,a P.P. 1T(SV= 21A2'::2i::::{•.•:;:::;:. limp. a i SAILSKt
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1.6 PLATTED ALLEYWAY
A/C PAD
I / METAL I LOT 14
EXISTING LOT 12 LOT 13 I
1 STORY /
I STEEL
i LOT 11
PP
iWEST MAIN STREET
MINOR DEVELOPMENT SITE PLAN
RE
PIP
EXIST- 8' PVC
oast t;aiAVEL — mg. iqa
t I LOT 19 1 LOT 20
LOT 15 1 LOT 18 1
I I
ARM.
5"x5" 11 Go. SQUARE STRAIGHT
STEEL POLE ( PAINTED )
( SEE SPEC. ).
NOTE LEVELING HUTS SHALL BE USED.
LIGHTING CIRCUIT UP POLE 1
POLE BEARING PLATE MALL
(TYPICAL ALL CONDUCTORS)
NOT BE SHIMMED AGAINST PIER
CONCRETE
BUSSMAN FUSE HOLDERS AND FUSES
IN BASE (TYPICAL ALL CONDUCTORS)
A6 GROUND CONDUCTORS
HAND HOLE AND COVER.
BOND SYSTEM GROUND TO
LEVELING NUT.
GROUNDING WG INSIDE POLE.
GROUT POLE BASE
BOLT COVER
--'
4 RE -BARS W
() d7 /i4
r
1 CHAMFER.
n 6• D.C. ES
m
ANCHOR BOLTS (4). 4 .
CONCRETE PIER
'
iVI
24" DIAMETER
PARKING LOT FINISH R A SU F CE
PVC CONDUITS
OR TOP OF GRADE.
0
IN
—
LL L 11l
a
M
CADWELD CONN. TO �r�/
iV
GROUND ROD.
PVC CONDUIT
PVC CONDUIT FOR
CIRCUIT CONTIN. FOR CIRCUIT
CONTINUATION.
,6 AWG -
COPPERwaD
ROD, 5/87 x
NOTE:? 30• DIAM.
ENGINEERING SEAL FOR
FOUNDATION ONLY
WIND DESIGN =
"
S LOAD 120 MPH EXPOSURE C.,
3 — SECOND GUST
Al LIGHT POLE BASE DETAIL
RE
SYMBOL LEGEND
0
M.H.
- MANHOLE
F.H.
- FIR HYDRANT
E RA
YD T N
121
W.M.
- WATER METER
ffir
P.P.
- POWER POLE
•
5 W
/
- SAMPLE WELL
111111110
G/T
- GREASE TRAP
LINES LEGEND.
-- —
R DITCH
,
SAN SEWER
WATER LINE
g
GAS LINE
STORM PIPE
..... �..
PROPERLY LINE
-- - - - - EASEMENT
-- BUILDING LINE
FLOOD STATEMENT
ACCORDING TO THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 48201C0945 L, DATED JUNE 18, S
AND HAVE DETERMINED THAT THE TRACT
HEREBY SURVEYED LIES WHOLLY WITHIN ZONE 'X" OR
AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
CHANCE'FLOODPLAIN.
SITE PLAN
MINOR DEVELOPMENT SITE PLAN FOR
CITY OF LA PORTE RECORDS, USE FOR CHURCH
AT LOTS 1 THRU 9 & LOT 34, BLOCK 54, TOWNSITE
OF LA PORTE AS RECORDED IN VOLUME 8, PAGE 16,
HARRIS COUNTY MAP RECORDS, LOCATED IN THE JOHNSON
HUNTER SURVEY ABSTRACT NO. 35, HARRIS COUNTY, TEXAS.
i
LANDSCAPE LEGEND
TREE ( LIVE OAK - 2" CAL) STREET
30 GAL W - 8' TALL
( CRAPE MYRTLE - 2- CAL) PARKING
30 GAL 6' - 8' TALL LOT
SHRUBS ( INDIAN HAWTHORNE )
5 GAL 41 36' O.C.
LANDSCAPING ANALYSIS
DESCRIP11ON
RATIO
NUMBER
REQ.
_
STREET TREES
_ T
7th. STREET
259 / 30
9
POLK STREET
125 / 30
5
TREES (PARKING)
43 / 10
5
TREES AT SIDES PROPERTY
5
TOTAL TREES REQUIRED
9 + 5 + 5 + 8 = 27
TOTAL TREES PROVIDES
( 27 ) 2" 0 CALIPER
( LIVE OAK/CRAPE MYRTLE )
PLANTER ( 135 S.F.)
43 / 10
5
TOTAL PLANTER PROVIDES
O
SHRUBS
4608 / 36
128 TOTAL REQUIRED
GRASSTYPE
S E USED -SAN AGUSTINE
PROJECT BENCHMARK
HARRIS COUNTY FLOODP N REFERENCE
LAI FERE CE MARK NO.
060030. BRASS DISK STAMPED RM 060030 ON BRIDGE AT WEST MAIN
STREET AND F216-00-00 LO
CATED ON DOWNSTREAM B E ABU
TMENT
UTMEM
ON THE CORNER SOUTHWEST F 0 C ER 0 THE BRIDGE IN KEYMgP 540X IN THE
GALVE ON BAY WATERSHED — ST TER5 ED NEAR STREAM F216-00 00
ELEVATION = 18.23' (NAVD88 2001 ADJ)
TBM #1: SQUARE CUT IN INLET LOCATED ALONG THE SOUTHERLY R.O.W.
LINE OF POLK STREET AT THE NORTHEASTERLY CORNER OF SITE.
ELEVATION = 18.36'
TBM #2: "LL" IN MUELLER ON FIRE HYDRANT LOCATED ALONG THE SOUTHERLY
R.O.W. LINE OF POLK STREET AT THE NORTHWESTERLY CORNER OF SITE.
ELEVATION = 21.30'
SURVEY PROVIDED BY.
LAND SURVEYING, INC.
7438 EVIE, DEER PARK, TX. 77536
DEVELOPMENT TYPE:
PROP. 45'-6" x 76'-6" MASONRY BLDG.
OWNERS: ST. MARK UNITED METHODIST CHURCH &
MRS. DEBORAH GILES,
DEVELOPER: ST. MARK UNITED METHODIST CHURCH
ZONED: MAJN STREET STRIC D I T MSD )
(
ADDRESS: 120 North 7th. Ster et
LOT COVERAGE:
LOT AREA = 3S.F.
2,375 S (0.7432 AC. )
BUILDING LOT COVERAGE G = 6 . 9 83%
BUILDING SET BACK
FRONT: 30'—On N. 7th STR
EET
EET
REAR: 20'-0" ( EAST ALLEY )
"
SIDE: 10 —0 W. POLK STREET
( )
SIDE 10 —0 SOUTH ALLEY
BUILDING DESIGN-
FROM: MASONRY AT 4 FT. + EIFS — 100% MASONRY ( EAST )
LEFT SIDE: MASONRY WAINSCOT — 100% ( NORTH )
RIGHT SIDE: MASON WAINSCOT MASONRY — 100% SOU
TH
SITE PLAN ACCUR N A CY CERTIFICATION.
VICINITY MAP
NO SCALE
KEY MAP: 540-X
PARKING CALCULATIONS
PAR" ANALYSIS
#PER GSA REQ.
NUMBER RE Q
PROP. SANCTUARY AREA 1,710 SO. FT.
1 PER 40 S.F.
43
HANDICAP RE Q.'D
2 PER 50 SPACES
TWO
TOTAL PARKING REO. D
43
MT. NUM. OF SPACES:
G 40 RE . + 3 H.C.
43
NUM. OF SPARES
0
City of La Porto
Spedsi Condittona, Use Perlrittwl—"1000002
Th's panaft is famed m: "01"tMethodISQUr hd DeborahGU
wn Oer.Ag .._
Address sRaeL to Para TX 77511
Address
For Deveiopmeetot st.Madi Unfetl Mathadti Chu h
Development Name
120Modhi!sgtr i}t
Address
Legal ft-aipdon: . Lota 1.9& 21 gm E4 town oFlsP ^>
Johnson Hunter 8urvav AbAtrat36 Pole HLnieC N T
Zoning: - Mob street awft rM III
Use: Chumh
Pam Candtiane:
1. ; Ms BMW Cwd00n9t Use Permit Is suety emriW for the at Mark UnRed Meft st
Church on ➢mabove raferanmd pro".
2. TimPemit does, not become vald unN a Cease Devubpomrd sue Plan k subralad to theGiy:
ravlawatl aN approval b accordance wM, bra reauhameam oftne Development OrdRmeee:
31 r the epp0eent daelros to operate a school on dre sib, a separate s(r_ctal conrditonal use
pem* shag be mq*ed
4. TW 08V91oper Shag peeply vvmh of oppkaWe taws and ororMe,oas of the
building perelb, Irrt4or, landsca state CRY m
pingfseraming, sidewalk provhbne, and the State of
Terms.
Fdure to Login oensbuction wld,in one (11 year after bsuarae or assrheduled uoder the tem , ota
spadel grantedmNOaaPre&npatomthReWPmfsnwnNW➢MCepmpmb7=ptupon an obrWon of Rm
VaOdalion Vale: - ZZ-13 .
_ f
aL -
Directpr P Cky
3
Revisions:
A 06/04/13 MINOR SITE DEVELOPMENT APPROVAL
8 07 11 13 FINAL SITE DEVELOPMENT
A 09/04/13 I PER CITY COMMAOR CONST.
I Henry Segura R GI UN , n E STED DER THE LAWS OF THE STATE OF TEXAS TO' ry 9
MTZ CAD SERVICESINC.
VI I
PRACTICE THE PROFESSION OF ENGIN
EERING RING AND HEREBY CERTIFY THAT THE ABOVE
SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARING DISTANCES, C ANGLES, AutoCAD° DRAFTING
CURVE RAD AND
D CENTRAL ANGLES ARE ACCURATELYN SHOWN 0 THE PLAT AS
• 2500 S1RAY PABADSNA Y& 77502
SURVEYED BYS T CO LOWE TEXAS R.P.LS. # 5007
07 MTZ
OPPLCB . 713 477-•0558 CM . 718 9- U 0&TB
DESIGN & PLANNING SER
VICES
VICES
ALL DRAWINGS HAVE BEEN
E REVIEWED AND COMPLY TO SUITE W 0 VIER S
H a rY 9 E. e ury
SPECIFICATIONS
. ALL REASONABLE ATTEMPTS AND PRECAUTIONS HAVE
PROPOSED43 PARKING
'
BEEN MADE TO AVOID OWNER CONFLICT. THE OWNER AND/OR
9**
CONTRACTOR SHALL
VERIFY AND APPROVE ALL DIMENSIONS, DETAILS
.........
AND SPECIFICATIONS
BEFORE CONSTRUCTION MAY COMMENCE.
HEN E.
�. �9••.
Henry
E. Segura) P.E.
TONAL Ea
IK SEAL APPEARING ON THIS DOCLNDiT
2 81- 9 3 5- 6 0 2 0
SIGIED AND DATE) M 09/04 13
WAS AUTHORRfD BY HENRY E SMIRA , P.E. 44619
FIRM REM In 13M
PROJECT:
ST
MARK
UNITED
METHODIST
CHURCH
CITY APPROVING AUTHORITY CERTIFICATION:
LOCATION:
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS 120 North 7th. Street,
HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF
ST. MARK UNITED METHODIST CHURCH IN CONFORMANCE WITH La Porte, Tx. 77571
THE OR ANCES 0 THE CITY OF LA PORTE, TEXAS.
BY: iL� ATTEST, Drawn Byt PM Date: 05/23/13
DIRECTOR , PLANNING DEPARTMENT: CITY ENGINEER Checked By: HS ,.Jab # 23041
"* MINOR DEVELOPMENT SITE PLAN SP-1.0
13 - 9o2allo040
a
TO BE VERIFIED BY :
----- I City Of La Porte " _, L
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T 0 L--------- •
20 0 20 40 — — O IST. 30" RCP FL= 13.28' -- -- --
SCALE 1'=20' .
.
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PROP:. 24"O.RCP. '. _ ' . x1.: .. ,.I. (60' R o fy_) ': : ;' ..'t'; :. _' PRQP. 2¢0.`RCP ; . -'.. EXIST.". e
M #2 - _ CULVERT ` • ' -
:.(XILVER7.(tB Lf).; :i ' ,. ': ." ... .. (f30 lF)' ...... . , ; '.
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BENCHMARK ..'. -' MATCH'EXIST., :: W/SADDLE GRKfE . ' " ' ..
EXIST. EXIST ' FA(9NO. 4:1% ..•' . T.G.=19.22'•: _
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TO BE VERIFY ::::.:{:;::.;:.::::}':::t ..::: :.::::.::.::.::-:::.::.::..:..:::.:.....:....:::.:.•...,:.;. :•::::::::':: ;'::.::.:.::..:.::..:..:.-.,..:
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I L METAL
I T— __ _—_. T__ 125,00'_ ••. __ __ - - — - -
-_ .EXIST. TAN.
16' PLATTED ALLEYWAY EXIST GRAVEL SWR. M.H.
.
T.G. 20.38'
- - - - —
-- 1--------------- - — - - I-
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. ,-
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WEST MAIN STREET
I I SITE PLAN ( PAVING GRADING & STORM DRAINAGE )
SEE 4BIE I
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3/4• wn -,-�
MAIM .%IT TI1FR
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PLAN -JOINT PLATE
. 1/4"
—
1/4" DK " f •-
MEN. DA + 1/i6"YP N
SECTION - �_
DOWEL TYPE EXPANSION JOINT
ELEVATION - JOINT PLATE
. NOTES:
TABLE 1 1 1. STEEL TO MEET ASTM STANDARD SPECIFICATIONS
PAVEMENT
THICKNESS
(IN)
DOWEL SIZES AND SPACING
DIAMETER
(IN)
LENGTH
(IN)
SPACING
(IN)
4 1/2
1/2
18
12
5
1/2
18
12
6
3/4
18
12
7
1
18
12
10
1 1/4
18
1 12
FOR CONCRETE REINFORCING BAR UNIT TO BE
SPACED 12" O.C.
.2. EXPANSION JOINT TO BE PLACED AT THE END
OF EACH CURB RADIUS.
3. CENTER DOWEL HORIZONTALLY ON JOINT.
4. CENTER DOWEL VERTICALLY IN CONCRETE AS
NEEDED TO MAINTAIN 3" MIN. COVER.
5. EXPANSION JOINT ARE TO HAVE A MAXIMUM
SPACING OF 30'-O" CTR.- CTR. AT INTERSECTIONS '..
OR AS DIRECTED BY TEH ENGINEER.
PAVEMENT EXPANSION JOINT DETAIL
DRAINAGE LEGEND
DRAINAGE AREA NUMBER
4mTOT3 1.0
DRAINAGE AREA It ACRES
3.16
AL ACCUMULATED C.F.S.
�5.
PROPOSED ELEVATION
ao�
EXISTING ELEVATION
T.G.
TOP OF (BATE ELEVATION
F.L.
BOTTOM OR FLOW LINE ELEVATION
®
PROP. INLET OR EXISTING INLET
0
PROP. M.H. OR EXIST. M.H.
®
PROP. J BOX OR EXIST. JBOX
T.C.
TOP OF CURB ELEVATION
• T.S.
TOP �' SIDEWALI( ELEVATION
T.W.
TOP OF WALL ELEVATION
T.B.
TOP OF BERM ELEVATION
B.B.
BOTTOM OF BERM ELEVATION
H.P.
HIGH PONT ELEVATION
LINES LEGEND:
—• — - —'— FL DITCH
—a—.—.— (L SAN. SEWER
—• —• —• — fE WATER LINE
—P P
rL
ELECT. UNE
—w----- fE GAS UNE
STORM PIPE
""—""— PROPERTY UNE
---------- EASEMENT
— - — - — - — BUILDING UNE
SYMBOL LEGEND
0
M.H.
- MANHOLE
4-
F.H.
- FIRE HYDRANT
0
W.M.
- WATER METER
,1
P.P.
- POWER POLE
Al
GENERAL
REVISION
THE SEAL APPEARING ON THIS DOCUMENT
SIGNED AND DATED ON: 09/04/13
WAS AUTHORIZED BY HENRY E. SEGURA , P.E. 44619
FIRM REG. NO. 13975
1/4"
TOOLED JOINT
W SEALANT
/ _\ �_ /
d d7. c .
'y
d
n
NOTE:
APPROXIMATELY 400 SQ. Ff. ( 20' x 20' ) ACTUAL
LOCATION TO BE SUBMITTED BY CONTRACTOR
SAW JOINT DETAIL
CONCRETE SQ.FT. AREA
DESCRIPTION
PATTERN TYPE
SQ.FT. SHOWN
PROPOSED
PAVING 6' CONC.
19,955 S.F.
(14 0 15" G.0 )
(30DD P9 0 28 DAYS)
PROP. SIDDIALK
4" CGNC. 0 18" O.C.)
�:c �
1.458 S.F.(300)
PSI 51 0 28 DAYS)
µ>t� u;
i ,,,,,r #4 0 15" EW
W 15" O.C.
- — - N
.4 .. - _
. 1.
d .
�, _ .
SUBGRADE 5% LIME .
STABILIZE BY WEIGHT
ALL CONCRETE PAVING TO BE 3000 PSI AT 28 DAYS OVER
A COMPACTED SUB -BASE TO 95 % DENSITY.
PAVING DETAIL
RE: N.T.S.
Revisions:
A 06/04/13 1 MINOR SITE DEVELOPMENT APPROVAL
8 07/11/13 FINAL SITE DEVELOPMENT
A 09/04/13 1 PER CITY COMM./FOR CONST.
•
MTZ CAD SERVICES INC.
AutoCAD° DRAFTING
25M SM BERRY PASADENA TX 77502
MTZ
OFFICE . ( 713 ) 477-0559, CSIL . ( 713 ) 419-0638
DESIGN & PLANNING SERVICES
ALL DRAWINGS HAVE
BEEN REVIEWED AN 0 D COMPLY TO SUITE OWNER'S
SPECIFICATIONS. ALL
REASONABLEATTEMPTS 1
EMP S AND PRECAUTIONS HAVE
BEEN MADE TO AVOID
OWNER CONFLICT. T HE OWNER AND/OR
CONTRACTOR SHALL
VERIFY AND APPROVEDIMENSIONS,
ALL ME SIONS, DETAILS
AND SPECIFICATIONS
BEFORE CONSTRUCTION MAY COMMENCE.
Henry
E. Segura, P.E.
281-935-6020
PR❑JECTI
ST. MARK UNITED METHODIST CHURCH
L❑CATI❑NI
120 North 7th. Street,
La Porte, Ti 77571
Drawn By: PM IDatel
:heckecl By1 HS lJolo #
SITE PLAN ( PAVING/DRAINAGE )
05/23/13
23041
SP-2.0