HomeMy WebLinkAbout20170607112538061` _Construction of Faefli -
ties and/or Paring Wot k within Public Ridtt-of lVav S
.. ._ -� : : Notifications (permit)issued - -. . � t i ed b Harris Coffin Public Infrastructure De nrnnz t e
�. (Pz ) 3 County P n P netts
TYPE OF DEVELOPMENT
Office is required for proposed wort. within Horns County RI ht of-Wn : The project mast be : "•'
approved o o prior t obtaining d pp tore cued Nobficnbon. Beadvised Ihnl n Notification must be � w '
NAICS 621310 (OFFICE OF CHIROPRACTORS P g a ;,
- \ )
obtained - separately from site delo meet penult package. For additional Tfomaoni�ns� . -
'J
visit idt ./ he uLcr nermus/rnoltficahonofcrntstmNton hbnl or contact Public Rzvlze HNCAD NUMBER(S) EXIST. FIRE HYDRANT s _
5- - -
Ins ecnons Department 713 274-3931. : -
12 268 000 0003 `
, „ 3
EXIST. B
-WATERLINE w "
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ZONING -
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ART
,. CIPAL AIRPORT w
EXIST. 16 WATERLINE MUNI
GENERAL COMMER C A
- R N
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FL
PARKING LEGEND. 1GG AO ��G 1 G G D
OWNER bb^~o _ y pry ryy ? oa A ryy d° o^o° _
r - . _ VARIABLE FROM INSIDE ... -
_ _. LA PORTE CHIROPRACTIC 1 STANDARD STALLS 9 ,
I- � X1,8 OF BOLLARD TO INSIDE I I
LEGEND
505 WEST FAIRMONT PARKWAY 2 HR ACCESSIBLE 10 x20 w OF GATE - � I t:.. ALLEY
LA PORTS TEXAS 77571 5 ISLAND " ,, 100 YEAR SHEET FLOW PATH --►
. 1 12 x1 SADDLE (POTABLE) �' EADDw
.. r�
DEVELOPER 1-1 METER o�~ G ENVALLE
CREST
LA PORTS CHIROPRACTIC. : - -- -------SPENCER
N REEKVIEW WAY
e e e d F4 SPENCER'HIGH
505 WEST.. FAIRMONT PARKWAY G� G<s' , G
C� a
L,4 PORTS, TEXAS 77571 y Q y � y .. � ■ PROJECT LOCATION
~ ~ ry.. _
BUILDING DESIGN STANDARDS ary ry ,1L nry' x�
11ER 3 1-12 x1 SADDLE (IRRIGATION) f /� PORT
• , _ ( ON) Detention Volume Calculations (Parking Area) A L A P ❑ R
u <0 2 LYNWOOD
1 1 METER W I w
.. j Proposed Pond Top Area (SF) 6514.50 z ;. _ DOGWOOD o 27,910
LANDSCAPING NOTE. 1 1 BACKFLOW PREVENTOR SPENCER HIGHWAY VARIABLE FROM INSIDE POST TO INSIDE POST n
Pop
Proposed Pond Bottom Area (SF) : 1673.00 _ - 4 wrN IDLEWpO
CpL I LNG
' EXIST. CONC. CURB &GUTTER N ,� MULBERRY
, SEE SHEET ` 4a FOR RPZ BACK Average Area (SF) ao93.75 a) - sw°
ALL NEW PROPOSED LANDSCAPING SHALL BE PROVIDED WITH AN too R.O.W. 3 NOTES: °D NGSN40
� FLOW PREVENTER DETAIL ' Average storage Depth (FT) oso .� � e � uzfT OLLI 11
APPROVED IRRIGATION SYSTEM. A SEPARATE PERMIT IS REQUIREDN Nt� 4 BIRCH
A. DUMPSTER SHALL BE LOCATED ON THE SIDE OR REAR OF THE BUILDING AND SCREENED FROM U Detention Provided to Pond (acre-feet) 0.05 P BUC VIEW.
AT THE 11ME OF BUILDING PERMIT FOR PROPOSED IRRIGA11ON EXIST. GONG. I MESQUITE
8. DUMPSTER SCREENING SHALL BE MAINTAINED BY THE OWNER AT ALL TIMES. � ,
SYSTEM. DRIVEWAY T.B.M. = x" Top of Curb. y
q❑
W C.'6' CEDAR PANELS FOR ENCLOSURE AND GATE. PECAN a ❑ ,
EXIST.. 4'-SIDEWALK El. = 22.57t z
G` ❑ ❑=w� 3
SANITARY SEWER NOTE. ,�^ h �a� aG ~� c° ro I ❑ a o� a m
�ry . ry ry ti ary �•nry ry „rya LIRE :DETAIL �� � II l 3 = W y Q
ALL ON SITE MANHOLE & SANITARY
S.W. �eMan o e I1 n•.tiv a
... " :. WV TR WV d• :.
- SEWER LINES ARE TO BE PRIVATE. EXIST. 8 WATERLINE FND. 112' L _ - G �. ryry.ry�
- win WIN �- 00 00 ry „ do A CLEARING. PERMIT WILL BE REQUIRED BEFORE ANY
.. .. _ ...
, wIR Wm- wet wm wNt-wm- wrN- vmt--- ..
~�� G VICINITY MAP
.- FND. I/2" I.R. 190.45' -EAST.=100.B1L _
2' Pipeline Easement H.c;c.F. Na. N31394s my v� �•ry a TREES ARE 'REMOVED FROM THE SITE. `
BEARING CONTROL P - ( )~. O 2rosslUalk-Signal g y� ( _»
x .
PAVING NOTES (EXCEPT DUMPSTER PAD). _ � - 12U.E.
- ' - FUTURE DUMPSTER NOTE: ,
NISI ILI SITE TRIANGLE 5' x 20' A.E. 5' x 20' A.E. ryry^x
FG 23.41 - o -
1. EXPANSION JOINTS TO BE EVERY - - -� 2 13.L_ _ _ z0 6.L_ _ G �� y� ANY FUTURE TC 23.91 rye TG 23ss' �K �� _ igna Co TURE'TRASH DUMPSTER WILL BE ,REQUIRED TO
30 FEET. CONTRACTION JOINTS TO TYP. ALONG BACK I FG = 23.0s ^ry
S xry x� y,. BE FULLY SCREENED IN ACCORDANCE WITH SECTION
BE EVERY 30 FEET, ALTERNATE PARKING G`� ' o ` :m9e` 6': y 106-752 OF THE CITY OF LA P
' O O 10 11 12 13 14 G I �� > ORTE CODE OF
EXPANSION JOINT AND CONTRACTION �' I i
6G yy ORDINANCES.
JOINT EVERY 15 FEET. I Reserve 38 y�G ry"', FENCING NOTE:
2. CONCRETE TO OBTAIN COMPRESSIVE ' � I x ry"yx G �°
- I ^� a �94C,
_ STRENGTH OF 3,000 PSI AT 28 DAYS. I FG - 22.80 -► -�s0
_ , eG ^eG N �AryG yeG ~�G x ryryp9 1. SEPARATE `FENCE PERMIT REQUIRED.
3. 6 DOWEL CURB TO BE PROVIDED FG 23.11 (MATCH EXIST) ^�� ^� 9�G
TC = 23.61 -► /x . xry xry x� xry �a'G 2. ALL AREAS CONTAINING `OUTSIDE
AROUND THE PERIMETER OF THE SITE 11 STORAGE MUST BE SCREENED. PVC SLATS
SEE SHEET 9 FOR DETAILS ry~ •�`` n:
( ) H • �Q R* L.a P� � ARE REQUIRED 'IN AREAS WHERE OUTSIDE
4: CONC. PAVEMENT TO BE 5.5 THICK I • I ® • k9�,?G %°I STORAGE IS ANTICIPATED.
w 3 REBAR ON 16 CE FG = 23.41 Reserve 3B NTERS E.W. If�Si 11 a, ft /
u I '" 0.5881 ACRE `
OVER 2 ,OF SAND. TC 23.91 � 14.._ ( ) • I x
` TYP. `ALONG FRONT I firy t
PaGr r b. PROVIDE AN EXPANSION JOINT AT THE 2 3 : e xry i'" L
( h 4 5 6 e y_ IVP cl
PARKING O O O O O � I � CITY OF LA PORTS STORMWATER QUALITY PERMIT: '
^yI ti ^9
PROPERTY LINE ON ALL DRIVEWAYS.. � N >r J/�'�f,� Exlsr. cGNc. " Mannm s Equation CIRCULAR
' �... C $ .oG -
^ a DRIVEWAY IVI:SE:M ,.I.
ry
x
x i A STORMWATER UA
G y1G
WY Q LITY PERMIT IS REQUIRED BEFORE:
Qn value 0.013
_ EXIST: STORM SEWER ( Ge . �• "'f
-a•ry . ANY DIRT IS 'DISTURBED ON SITE.
x __ ,. i.. ; .,- � FlrstTerm 11 .
FL 23.10 ro a, ry I .
38
ry �• - I'.:
x ry ~ ry� Pipe Diameter in 15
e P (.)
A OON-SITE
EXIST. TYPE A INLET
TG = 22.02 PROPOSED ON SITE UTILITY NOTE.:.. second Term 0.4605043
FL 18.29 (S) ry n
FG - .23.5 � x 6 � - � grade (a/) 0.35
y ^y � t
-, ry o CONTRACTOR TO TAKE. CA Third Term 0.0591608
,6 � � RE IN. PLACING ALL
ry e
x
„ � � �, UNDERGROUND UTILITIES. 'MAKE ASSURANCES Area .. i.zz65625 t
B EXIST. 29 LF-15 HOPE ry^ 5 EXIST. SIDEWALK m \
sTM. SWR. ® 0.35% N e AG NO CONFLICTS EXIST BETWEEN EXISTING Ci(cfs) ss3Oo13s
` Reserve 2 N -? _3 EXIST. 2 370 SF -x \ �• o" o _ ry~�
m 03 e��x BUILdING ( ,h ~hry O U ry I AND PROPOSED UTILITIES. v(ft/s) 3.1225588 _
O NOT USED o. ry o : I .` + oo Z
_ . PROP. 4 300 SF r 0 3
I, I o o y CITY APPROVING AUTHORITY CERTIFICATE
z BUILDING FOOTPRINT N _ c
_ -
e �x
FF 241 � � 1 � a� • � I- This is to certify that the City of La Porte, Texas has a roved this site plan and development of
„„ ,i I v Fy +- Y PP P P
D EXIST. TYPE A INLET � ry •� I N La Porte
` O „ PROVIDE 1 LIP x y 'c3` G � _ O r Chiropractic, 10998 Spencer Highway, In conformance with the Ordinances of the City of
PROP. 6. RESTRICTOR ON DOWNSTREAM I e �y x ye ay x Y ' 11
(( ®" DOOR FACE ryo w o P ~. m i La Porte shown on the site plan.
• _: SEE DETAIL SHEET 4a) ry. w ,�i• 05 ro � w.�
TG = 21.85 ELEV. = 24.03 ry I G
FG = 23.41 m o BY. ^
FL = ta.19 (N & SE) I O
- G ~� Director Planning De artment
TC - 23,91 m ' SITE PLAN ACCURACY CERTIFICATE 9 P .
(TYP. ALONG FRONT ~e
IG - 1,Rodney Slaton, am registered under the of the State of Texas to practice the -
e ' ~y .. n o° x Y 9 l
• PARKING) >< .R- I � profession of engineering and hereby certify
yh eG ~ry OeG o ryry ) P 9 9 Y that the above plat or site pion is true and
" E NOT USED tg w ryx correct; and that all bearings, distances, angles, curve radii, and central angles are accurately NV O ryry. B�SHORE FI'11'rr''AACIAL ERVI` S G 9 Y 8y
t„ w6AESERVE "3B" J` SPENCE9 HIGHWAY shown on the site plan. ty Planner
FG = 23.04 H I X%q RESERVES 1rr 2 & 3 & RIP
16 16 1 18 19 20 21 22 I '� m
O O O O O G �• PARKING CALCULATIONS: --
O EXIST. 39 LF-24 RCP -TC = 23.54 a • I 1c Rodney Slatoj P.E., CFM '
STM. SWR. 0 0.35% I eP ,y by Texas Re istration No. 90298
1 x x x I A O ~ d
^ O ^ O
G io N. G tub CityEngineer
ry 300 _ .
" W ^ � ti ~ ti > 1 4 SF OFFICE 4 PER 1 000 SF
: � _ 6 _ry „ ( , 18 SPACES
I
~... ...
0
19 PROVIDED 9 ry 1 <20 THEREFORE N0 LANDSCAPING -'
FG - 23.25 � o ry ( )( NG REQUIRED.... FLOOD STATEMENT:
PROPOSED SANITARY SEWER 1 ry
_ -�► IN PARKING AREA
TC 23. I e LEGAL DESCRIPTION
75 ., �• ,R-
. ` <THE PROJECT IS'LGC
i G.R- F1 I ATED"WITHIN FLOOD ZONE `
: TYP. ALONG - ~ - O „'
N BACK DETENTION. REQUIRMENT CALCULATION5 UNSHADED X PER FIR ' / G a M MAP. 48201C0945 SUFFIX M RESERVE 3A
- ( e � � I ,SPENCER "HIGHWAY
G PROP. 113 LF 4 PVC SDR 26
` I -3' ' DATED JANUARY 6 2017.
O ( RESERVES 1, 2& 3& R P
PARKING) �, g ;_ , ryry , G 9 /
.' .. x n• x. ? o DE1ROJECT STORAGE REWIHEDi .. . :
SAN. SWR. ®1.00� ry G� e ry
.* .. " : EXIST. CONC 1 "PROJECT AREA _ �
h `i• hR- pry 0.Sa80 RE-FE '
x y :DRIVEWAY ^ NARNS COUNTY DETENTION CRITERIA .. -0.84 ACRE-FEET/ACRE
ly DETENTION REQUIRED F _
F :. 0 W OR INCREASE TO IMPERVIOUSNESS 0.00 ACRE FEET
J : ,I _
a`. ,t TOTAL
IR IRE NTI 0 _
h t'. 0U T FILL !N FLOOD PLAIN ". 0.00 ACRE-FEET
:. g ry
. TOTAL REQUIRED DETENTION : 0.00 ACRE-FEET • H PROP: SAMPLE WELL SEE DETAIL SHEET 4a ~� e - N ^:� �
., ( ) I ry- ryp ry DETENTION PROVIOED ON -SITE. - 0.04 ACRE-FEET - .. 6/7/76 19t SUBMITTAL
= i I ry ry
FL 18.5Z (S) VICTOR PERES ry
„ „ ( ALLOWABLE DISMAROE 4/26/17 2nd SUBMITTAL
RESERVE 3A SPE CER HIGHWAY G h�
1 I FG - 22.65 a 5` ~.BELOW rAet>: iNls SHEET 5 18 17 3 d SUBMITTAL A RESERVES t, 2 & 3 & R/P oe- sG ry _ �/ / r
ry ''. DETENTION 0 h k PR w0E0 As A COMMERCIAL RESERVE IN FAIRMONT PARKS EAST OVERALL DEVELOPMENT ' ' PROPOSED ELECTRICAL I W „ry o x e ,, ry
1 9 x x n N 4G
ry
m
O N
UL-- -- - e
. , ' .izw o.
�°- x
W 20 B. . I � 20 B.L. G a
G N PROP. ELECTRICAL SERVICE. 3
PROP. DUMPSTER
:. J- - ry . LANDSCAPE LEGEND.
OVERHEAD FROM EXIST.. TO - - - - - - - - - - - -� •s a' ••• tt
E€-DETAI _ h ry ..• OF TRINITY BAY ENGINEERING
5 x 0 v �• .,, tE Fi 1 CAD FlLE
2 E. 5 x 20 A.E. ry F a
SERVICE POLE. UNDERGROUND P q
' -W- -(jam; �- " - .ti � - �-... �R' . � �- h'. SPLANNING-ENGINEERING-MANAGEMENTSITE PLAN REV.
_ _-aF1E�T - ;- � r ,� , ,r ,. ,.• 1 .
FROM SERVICE POLE T0. BUIILDING. T C_7 a U. G G ce _ a •ry - s s PLOT DATE
U.E. _ a G c y�' • 2 CREPE MYRTLE 6 tt k1 tt . ath STREET
P EIEC c 6e •i' - e aEc' q i!! ? O O .. j
C_� n a., ^ry C7 PP C_] .fi ry e i 4 17
FN I/2 R. : 2 ^ ry .e �* Tt I to PORTS, TEXAS 77571 TBPE 835
^ °°0.3 3'$>� ~.8 PP n _ / ........0.::......I # 1 1 DWN ,
, o- 3 3 "I 3 3 3 -0 ® 2 LIVE OAK-2 / OFFICE 281-515-1065
G / RODNEY LEE SLATON ` . RLS .
„ .................1 _ _
' -IQ Its- WEST - 100 00 - e,., , M�; , o : WES - f 06.85 a B V
J PROP. PHONE LINE- e • r CELL ear a27 3szs
FND. I/2 LR. c y d� EXIST. 2 TM: SWR / CKD ' 0 90298 "
O , EXIST. 8 SAN. SWR. ry OE-MAILw/Ca ~ `.� '? . r E odne inn t
8 U.E. P q of ^ : o Y® ybayeng(neenn .com
. a U.E. � � (BEARING CONTROL/ ry � � - r . 9 RLS ..
_ x ryG ry ^/EVERGREEN SHRUBS 15 19 r
0o y �r APPD '
~ o ct^ G�.. RLS
$ ....
I NAL •
,. Lot 1 Lot 20 Lot 2
� SCALE. -
1 Lof 22 to ALL TREES' WITHIN PROPOSED PARKING - t� . -
� .... LA PORTS CHIROPRACTIC. ., _ ..
GENERAL CONTRACTOR RESPONSIBLE FOR
_ 20 .
- Ewsr. TYPE a-e INLET AREAS TO BE REMOVED.
. KRISTI LARE G.G. & JUDITH LEWIS DAO KIM NGUYEN `r
i. .. _ N -
SANITARY SEWER CONNECTION TO CITY SEWER TC 21.20 I :
LOT 19, BLOCK 39 LOT 20, BLOCK 39 LOT 21, BLOCK 39 The 9801Q Of n9 On
Job N0;
i TC = ,6.7 E
FAIRMONT
(
M NT PARK EAST SECTION 4 P C : :.
LINE. CONTACT PUBLIC -WORKS '® 281 471 9650 H 4 FAIRMONT PARK E ST SECTION 4, PH 4C FAIRMONT PARK EAST SECTION 4 PH 4C � -
ti this document was
EVERGREEN SHRUBS TO BE PLANTED IN SITE PLAN FOR 0.580
TO INSPECT CONNECTION. CONTRACTOR IS ACRE
'CARLOS J. VILLAREAL " ZS , aUfhOflZBd b _ FEET
SUCH A H A MANNER TO PROVIDE 6 ,HIGH :
` RESPONSIBLE FOR COORDINATING WITH THE - : LOT z2, BLOCK ss RODNEY LEE sLATON DEVELOP
Fairmont Park East DEVELOPMENT
FAIRMONT PARK EAST SECTION 4, PH 4C SO
ADJACENT PROPERTY OWNERS TO ENTER SectionLID SCREEN WITHIN _ TWO (2) YEARS P.E. 90298, on
4, Phase 4-C 10932 SPENCER HIGHWAY
t' AND ACCESS.THE C O t o O TH ITY'S SEWER LINE... (Fim ode Na. 37eo4s H.c.M:R.) I F PLANTING
.. CITY OF LA P.ORTE, :TEXAS ,
a