HomeMy WebLinkAbout1702 S 16TH ST1
C
LIGHTING AND GLARE.
ANY LIGHTING USED SHALL BE ARRANGED SO AS TO DEFLECT LIGHT AWAY FROM ANY ADJOINING
RESIDENTIAL ZONE OR FROM PUBLIC STREETS. DIRECT OR SKY -REFLECTED GLARE, WHERE FROM
FLOODLIGHTS OR FROM HIGH TEMPERATURE PROCESSES SUCH AS COMBUSTION OR WELDING SHALL NOT
BE DIRECTED ONTO ANY ADJOINING PROPERTY. THE SOURCE OF LIGHTS SHALL BE HOODED OR
E INCANDESCENT LIGI4T
CONTROLLED IN SOME MANNER SO AS NOT TO LIGHT ADJACENT PROPERTY. BARE
BULBS SHALL NOT BE PERMITTED IN VIEW OF ADJACENT PROPERTY OR PUBLIC RIGHT-OF-WAY. ANY LIGHT
OR COMBINATION OF LIGHTS WHICH CAST LIGHT ON A PUBLIC STREET SHALL NOT EXCEED ONE FOOTCANDLE
(METER READING) AS MEASURED FROM THE CENTERLINE OF SUCH STREET. ANY LIGHT OR COMBINATION OF
LIGHTS WHICH CASTS LIGHT ON RESIDENTIAL PROPERTY SHALL NOT EXCEED 0.4 FOOTCANDLES (METER
READING) AS MEASURED FROM SUCH PROPERTY.
RADIATION AND ELECTRI
CAL EMISSIONS
NO ACTIVITIES SHALL BE PERMITTED THAT EMIT DANGEROUS RADIOACTIVITY BEYOND
ENCLOSED AREAS. THERE SHALL BE NO ELECTRICAL DISTURBANCE ADVERSELY AFFECTING THE OPERATION
AT ANY POINT OF ANY EQUIPMENT OTHER THAN THAT OF THE CREATOR OF SUCH DISTURBANCE.
SMOKE.
THE EMISSION OF SMOKE BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE
APPROPRIATE FEDERAL, STATE OR LOCAL AGENCY.
DUST OR OTHER PARTICULATE MATTER.
B THE EMISSION OF DUST, FLY ASH OR OTHER PARTICULATE MATTER BY ANY USE SHALL BE IN COMPLIANCE
WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE OR LOCAL AGENCY.
ODORS,
THE EMISSION OF ODOR BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED
BY THE APPROPRIATE
FEDERAL, STATE
OR LOCAL AGENCY.
EXPLOSIVES.
NO ACTIVITIES INVOLVING THE STORAGE, UTILIZATION, OR MANUFACTURE OF MATERIALS OR PRODUCTS
SUCH AS TNT OR DYNAMITE WHICH COULD DECOMPOSE BY DETONATION SHALL BE PERMITTED EXCEPT
SUCH AS ARE SPECIFICALLY LICENSED BY THE CITY COUNCIL.
NOISE
ALL NOISE SHALL BE MUFFLED SO AS NOT TO BE OBJECTIONABLE DUE TO INTERMITTENCE, BEAT
FREQUENCY OR SHRILLNESS AND
AS MEASURED AT ANY PROPERTY LINE IN ACCORDANCE WITH THE DECIBEL LEVELS OUTLINED IN SECTION
108-310 OF THE CITY CODE
OF ORDINANCES.
0
19.0'
(TYP.J
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I
PROPERTY 8
UNDARY
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I
_
_
ADA PARKIING -
2 1
3
PROPERTY BOUNDARY TO BE REMOVED IN REPLATTING
PROP. PROPERTY BOUNDARY AFTER
J HUNTER SURVEY, A-35
171=9 OM serve 'a"
72.717 Ad / 8.187,646 #92. PT N 9640.50
E 26537.17
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- PROP L OTHERS)
- I N 9582.63
-S 03.00 4II"� 4V K4 _� E 26633.05
83.(
I 77.
PROP. BUILDING L I
PRO PERTY BOUNDARY 1
PROP. BUILDING
PROPOSED BUILDING
160,000 SQ. FT.
FF 19.20
UhR69TR1LfiE8 REpu'R76 B•' I 30.(
8.496 Ad / 870.068 SQ. FM.0'
2� (TYP.)'(j�''T" a
1 M
3
r PROP. BUILDING
19.0'
(TYP.
IL
32 k N 9594.92' /
E 26961.94
T_
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26.FIRE LANE - �� -• � 0'
5 b 0 /
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(TYP.) a. sb.
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EX. DRIVEWAY
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Amendment Table
Description of Proposed Modifications/
construction includes:
Date of
Approval
Warehouse Building
Private concrete parking lot and truck court
Private Storm Sewer, Sanitary Sewer, Water
Connecting to public utilities
Landscape
South 16th Phase I - Site Data Table
Name of Development:
South 16th st. Building
Type of Development:
Commercial Warehouse
Legal Description of the Site:
Unrestricted Reserve "B" 8.496AC./370,068 Sq. Ft.
Address of site as assigned by the City
1702 S. 16th St., La Porte Texas 77571
Zoning of the site:
Busniess Industrial/Planned Unit Development
Name of owner/or authorized representative
National Property Holdings LP
Name of developer and engineer
Ward, Getz, & Associates LLP
Harris County Appraisal District Property Numbers:
1198130000001, 1292170010001
NAICS numberfor use of the property:
493 Warehouse and Storage
Square footage of site proposed to be developed:
8.496 Acres/ 370,068Sq. Ft.
FLOODPLAIN STATEMENT
NO PART OF THE SITE LIES WITHIN THE FEMA 100 YR FLOODPLAIN AS DELINEATED
ON FEMA FIRM MAP No. 48201 C0945M JANUARY 6, 2017.
2
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DEMOLITION KEYNOTES
STORM SEWER DEMOLITION:
to INLET TO BE REMOVED/RELOCATED
Major Development Site Plan:
PAVEMENT DEMOLITION:
This is to certify that on day of
, 20_ the City Planning and
20 PROPOSED SAWCUT
Zoning Commission of the City of La Porte, Texas has approved this site plan and development.
of S 16th St Building
in conformance with the laws of the State of Texas and
21 CONCRETE PAVING TO BE REMOVED
the ordinances of the City of La Porte.
22 CURB TO BE REMOVED
SITE PLAN ACCURACY CERTIFICATE By: 23 ASPHALT TO BE REMOVED
SITE PLAN ACCURACY CERTIFICATE
Chair, Planning and Zoning Commission MISCELLANEOUS DEMOLITION:
1, KEN SHEBLAK AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS
3o
FENCING TO BE REMOVED
TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT
ATTEST:
ABOVE SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES,
31
SIGN TO BE REMOVED
ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON
-
THE PLAT,
By: 32
ELECTRICAL TO BE REMOVED
f r
Secretary, Planning and Zoning Commission 33
DITCH TO BE REMOVED
/��✓ ,-'�
34
BUILDING TO REMOVED
TEXAS REGISTRATION NO.79787
M,kr,54 �10a, S .
Ley�1 Unfe&+r1c cJ R�SPrvE
Nc e-j sh4 A6fHJ
By:
Director, P nd Development
/� ALL EXISTING WNG WILL
B ER SERVICES FOR
DEMOED BUILDING WILL BE PLUGGED AND
ABANDONED. PUBLIC WORKS WILL INSPECT.
Ci't4la�nnyer
Ci ngineer
2100 Travis St,, Suite 501Houston,
Texas 77002
01�
713.224.0456
713.224.0457 fax
- - www.powersbrown.com
NEEL
PROJECT TITLE
SOUTH 16TH ST
A PROJECT FOR
NATIONAL PROPERTY
HOLDINGS
GENERAL NOTES
1. NOTIFY PUBLIC WORKS AT 281-471-9650 48 HOURS PRIOR TO ANY
UTILITY CONNECTION.
2. IF ANY EXISTING UTILITIES REQUIRE ELEVATION ADJUSTMENT DUE
TO THE PROPOSED DEVELOPMENT, THOSE ADJUSTMENTS WILL BE
THE RESPONSIBILITY OF THE CONTRACTOR AT THE
DEVELOPER'S/CONTRACTOR'S EXPENSE. THIS PERTAINS TO STORM
INLETS, MAIN OR MANHOLES, WATER OR SANITARY SEWER MAIN,
SANITARY MANHOLES OR CLEANOUTS, FIRE HYDRANTS OR VALVE
BOXES. ALL UTILITIES WILL BE ADJUSTED IN CONFORMANCE WITH
CITY SPECIFICATIONS.
3. CONTRACTOR TO INSTALL 2" WATER LINE CONNECTION AND CROSS
EXISTING PIPELINES. CITY TO INSTALL 2" WATER METER AT OR NEAR
THE PROPERTY LINE. CHARGE FOR SET METER ONLY.
4. CITY WILL INSTALL PORPOSED 1.5" WATER CONNECTION AND
IRRIGATION METER AS SHOWN ON THE SITE PLAN. CHARGE FOR
CONNECTION TO METER.
5. AN AUTOMATIC IRRIGATION SYSTEM IS REQUIRED. CITY WILL INSTAL
1.5" SERVICE CONNECTION AND INSTALL IRRIGATION WATER METER
AT OR NEAR THE PROPERTY LINE.
6. CONTRACTOR WILL BE RESPONSIBLE FOR THE CONNECTION TO
EXISTING MANHOLE. A CORE CUT WITH LINK SEAL IS THE PREFERRE
METHOD OF CONNECTION.
7. ALL PAVED SURFACES WILL BE DUST FREE. ALL PAVED SURFACES
WILL BE EITHER CONCRETE OR ASPHALT.
8. ANY PROPOSED TRASH DUMPSTER SHALL BE FULLY SCREENED IN
ACCORDANCE WITH SECTION 106-752 OF THE CITY'S CODE OF
ORDINANCES.
9. ANY WATERLINE OFFSET/ADJUSTMENTS NECESSARY WILL BE
PERFORMED BY THE CONTRACTOR AND INSPECTED BY THE CITY.
10. PRIVATE FIRE HYDRANTS ARE TO REMAIN RED IN COLOR.
11. CONTRACTOR WILL BE RESPONSIBLE FOR THE CONNECTION TO
EXISTING MANHOLE. A CORE CUT WITH LINK -SEAL IS THE
PREFERRED METHOD OF CONNECTION
FLOODPLAIN
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY
(FEMA), FLOOD INSURANCE RATE MAP (FIRM) FOR HARRIS COUNTY,
TEXAS, MAP NO.48201CO945M REVISED/DATED JANUARY 6, 2017.
THE SUBJECT TRACTAPPEARS TO LIE WITHIN SHADED ZONE "X".
SURVEY BENCHMARK
ALL ELEVATIONS SHOWN HEREON ARE BASED ON FLOODPLAIN
REFERENCE MARK NUMBER 060020, BEING A ALUMINUM DISK
STAMPED RM F 216 BM-03. LOCATED ON THE FAIRMONT PARKWAY
APPROX. 0.1 MILES EAST OF HIGHWAY 146, HAVING A PUBLISHED
ELEVATION OF 12.97 FEET/NAVD88 (2001 ADJUSTED.)
TEMPORARY BENCHMARK'A' (r.B.A. A) 15.68' = BEING A BOX CUT ON
AN STORM INLET LOCATED ON THE WEST SIDE OF POWELL ROAD
AT THE INTERSECTION OF POWELL ROAD AND EXPORT DRIVE. (AS
SHOWN HEREON)
WUA
WARD, GETZ & ASSOCIATES, LLP
CONSULTING ENGINEERS
TEXAS REGISTERED ENGINEERING FIRM P-9756
2500 Tanglewilde, Suite 120
Houston, Texas 77063
713.789.1900
DATE
OREVISION
10-17-2016
PRELIM. SITE PLAN
PROJECT NO: 00042-039
DRAWN BY: BMF, TC
CHECKED BY: KLS
SHEET TITLE
DIMENSION CONTROL,
DEMOLITION PLAN AND
SITE DATA TABLE
SEAL
SHEET NUMBER
OF �7F�Jj
lj
j..; ...
....K.L. S9 aBLAK
O
..
/. r�,
4/24/17
L�
1 2
3
4
w
1 2 3
17
- . -
PROP.12" PERFORATED
12" r.=11.00(N) � - -I--
PROP. RAIL (BY OTHERS) y,(5
.TY"A"INL Al_ - _ PROP. RAIL (BY OTHERS) - - - _ htti 1 - -
- 1 2" PLUG AND CLAMP (DOM) - - - - -S Q-d - - TG=17.1 TR15.7 TR`I .7
12"rL=10.27(E) 15. t 1-8" PLUG AND CLAMP (FIRE) �yy -
1-2 GATE VALVE (DOM) N 03'00 40' W 740.24
TOP OF BASE13.90t 1-8" GATE VALVE (FIRE) TOP OF BASE13.90t
2-•2"X45- BENDS, AB. (DOM)
2-8"X450 BENDS, AB. (FIRE) PROP. DIRT GRADE 13.18
TC17.7 ° TC19.1 1-8"XT TEE, AB TC17.,
TG17.1
I G17.2 a G18.6FHOUSEMETER
1- FIRE HYDRANT G17.(
D I PROP. qp ASSEMBLY(PRIVATE) TC17.7AFH G17.2
.----TRANSFORMER PAD
12" rL=9.
C17.6
G17.1
16.6
( TG16.6
I 6.4
I
M.SWR.TY"A"INL(AQ
TG=16.60
12" r.=9.88(W,E)
G17.4
TG=16.3
12"rL=9 521W E)
2.8% TC18.7 typ� gIO'
TC18.2 G18.2
9
G17.7. Tnann 0.
PROPOSED BUILDING
160,000 SQ. FT.
FF 19.20
11-FIRE HYDRANT ASSEBMLY (PRIVATE) rM
T,C•
yy
y �9
TG=17.40
2411rc=9.82(W,E)
�� PROP STM SWR TY A'INLET(A8 6)
^^ TG=14.50
8.0% 24'1t=10.22(SW,E)
rI .:
i
CIOPROP.STM.SWR.TY"A"INL A8.5
TG=16.60
24 6.=10.12(E)
k
.::N
19 2.20/6 k.m.
TC18.0
PROP.
STM.SWR.TY"A"INL
TG=16.60
TC 18.6
12" rc=10.21(S)
M�
PROP
STM SWR TY"A'INL(A8 4)
TG17.4
TG=17.40
24"rL=9.97(W,E)
.8I 0
T111
TC1.30
G1
.. C
U
4
0 40 80
SCALE: 1" = 40'
U"UIINIU INU I CO:
1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE
NOTED.
2. ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING DRIVEWAY
CROSSWALKS, SHALL CONFORM TO ALL APPLICABLE AMERICANS WITH
DISABILITIES ACT STANDARDS AND THE TEXAS ACCESSIBILITY
STANDARDS. IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER PRIOR TO POURING ANY PAVEMENT.
3. ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING DRIVEWAY
CROSSWALKS, SHALL NOT EXCEED A RUNNING SLOPE OF 5% (1:20)
WITHOUT A RAMP, AND SHALL NOT EXCEED A 2% CROSS SLOPE (1:50).
4. THE ACCESSIBLE PARKING AND PASSENGER LOADING AREAS SHALL NOT
EXCEED A SLOPE OF 2% (1:50) IN ANY DIRECTION.
5. ALL EXISTING APPURTENANCES ON SITE SHALL BE ADJUSTED TO
PROPOSED GRADE AS APPLICABLE.
6. CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT AND ALL
ADDENDA FOR BUILDING PAD LIMITS AND PREPARATION REQUIREMENTS.
7. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE
PROPOSED BUILDINGS AND NO PONDING IN PAVED AREAS, AND SHALL
NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE
EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT
OR UTILITIES.
O: - TG18.5 �P
I -- - 00 TC17 8 a G18.0 d a0 1. NOTIFY PUBLIC WORKS AT 281-471-9650 48 HOURS PRIOR TO
G17.3
TC19.0
G18.5
TC18.9
G18.4
o
I
>., „O
'
1$•8
ANY UTILITY CONNECTION.
2. IF ANY EXISTING UTILITIES REQUIRE ELEVATION
oo
C19.1
TC19.1
TP 8.2
to
k
t.'
ADJUSTMENT DUE TO THE PROPOSED DEVELOPMENT,
THOSE ADJUSTMENTS WILL BE THE RESPONSIBILITY OF THE
� A
G18.6
G18.6
-
m
10
y
TP17.
PROP.SAN.SWR.STUB
CONTRACTOR AT THE DEVELOPER'S/CONTRACTOR'S
1
1
o
20
Ac1s.o
REF. MEP PLAN
19.2
-
TC18.9
EXPENSE. THIS PERTAINS TO STORM INLETS, MAIN OR
O
6" rL=13.1(NE)
TC19.0
�
:.
I.
G18.4
MANHOLES, WATER OR SANITARY SEWER MAIN, SANITARY
MANHOLES OR CLEANOUTS, FIRE HYDRANTS OR VALVE
G18.5 P 8.2 O BOXES. ALL UTILITIES WILL BE ADJUSTED IN CONFORMANCE
TG16-2 TP19.1 TW19.2 TP19.1 ' T618.8 WITH CITY SPECIFICATIONS.
TW19.2 TP15.2 TP15.2 TP15.2 15.2 TP15.2 ° G18.3
15.6 4,0% TP18.5 TP18.5 I ' PROP.STM.SWR.TY"A"INL(A8.2) 3 CROSS EXISTING PICONTRACTOR TO PELINESSTALL . CITY WATER LINE CONNECTION AND
CITY TO INSTALL 2"WATER
>n °' TP18.2 0 o7m TG17.7 ° TG=17.70 METER AT OR NEAR THE PROPERTY LINE. CHARGE FOR SET
n I TP18.6 0 ° 24"rL=9.67(E) METER ONLY.
TP18.6
0 4. CITY WILL INSTALL PORPOSED 1.5" WATER CONNECTION
o i k i
Zh '}' TC18.2 00 TC18.1 : AND IRRIGATION METER AS SHOWN ON THE SITE PLAN.
18.2 G18.1
TP18.5 I CHARGE FOR CONNECTION TO METER.
TC17.3 TP17_8 Q I ' I TP18.5 TP18.0
IC Gab-8 TP19.1 TC18.7 5. AN AUTOMATIC IRRIGATION SYSTEM IS REQUIRED. CITY
G18.2
qo ZIE� ° TC17.8 C19'0 CO PROP.STM.SWR.TY"A"INL A7 P19.1 WILL INSTALL 1.5" SERVICE CONNECTION AND INSTALL
PROP.STM.SWR.TY"A"INLA6 = o\o TC18.6 IRRIGATION WATER METER AT OR NEAR THE PROPERTY
4ti ' G17.31 G18.5 Q o TG=14.10 TP19. 17.2
ti TG=14.10 vJ G18.2 I, . LINE.
30"r<=8.12 S P .8 i �
w o 18"�=8.34(S) ,V (dj O PROP.STM.SWR.TY"A"INL AS TC19.0
o TC18.7 TP14.8 36"�.=8.12(N) P 9.O G1$.5 TC18.5. 6. CONTRACTOR WILL BE RESPONSIBLE FOR THE CONNECTION
O *q G1$ 2 TP19 2 30"rL=8.34(N) 4L TG=14.10 C15.2 o G1$.0 ... TO EXISTING MANHOLE. A CORE CUT WITH LINK SEAL IS THE
c.•> TC15.2 io ,: TC16.1
�R4 0 30=9.25(N) G14.7 PREFERRED METHOD OF CONNECTION,
G14.7 Q' o G15.6 TC16.5
O `y 36"�=7.94(S) G16.0 °
/ ( :ri 7. ALL PAVED SURFACES WILL BE DUST FREE, ALL PAVED
TG14.1 48"rL=7.94 E ? z
I $� TC16.0 Q ( ) Ao p.. SURFACES WILL BE EITHER CONCRETE OR ASPHALT.
I ( T 16.6 T 16.4 G16.0 TG14.1 METER, TG14.1 I I I''' PROP.STM.SWR.TY"A"INLA8.1 8. ANY PROPOSED TRASH DUMPSTER SHALL BE FULLY
G16.1 15.9 ' 0 1.0% 1. % 1.0% 1.0% o I TG15.5 SCREENED IN ACCORDANCE WITH SECTION 106-752 OF THE
®� " TG=15.50
TG15.3 12"�=10.39(E) CITY'S CODE OF ORDINANCES.
PROP.STM.SWR.TY"A"INL A5 TP14.9 SAN. rL=10.27
TG=15.30 1.0/ o C16.5 TC16.3 PROP. J BOX W/ TYPE A TOP ' ' (W) 9. ANY WATERLINE OFFSET/ADJUSTMENTS NECESSARY WILL
o ° TC1 .3
^:I ><'' 24"rt=9.47
- 2°�( G15.8 1-5"STORZ FIRE RIM=14.0 G15.8 TC16.2 30"rL=8.15(S) BE PERFORMED BY THE CONTRACTOR AND INSPECTED BY
12"k=10.64 S ✓ G16.0 PROP PRIVATE SAN.SWR MH _ _.._. -. -- I.: ^: 16.4 THE CITY.
( W) \, DEPARTMENT CONN. 48'r<=7.87(SW) G15.7
15"rL=8.62(W) ` RIM=MATCH PROP. GRADE ��.
2-•30"rL=7.87(E) TC16.3 1 C16,5 10. PRIVATE FIRE HYDRANTS ARE TO REMAIN RED IN COLOR.
18"rL=8.62(N) TC1 .2 I o 6"�=9.41(E) G15.8 G16.0
G1 .7 14.5 0 6" R=11.1(NW) ( ( o 4.5 o I 11. CONTRACTOR WILL BE RESPONSIBLE FOR THE CONNECTION
ROP.STM.SWR.TY"A"INL A5.1 \\, TC16.8 L~i cli I . .. ' PROP.STM.SWR.TY"A"IN A8.1.2 TO EXISTING MANHOLE. A CORE CUT WITH LINK -SEAL IS THE
TG=14.00 ` G16.3 TG=14.00 PREFERRED METHOD OF CONNECTION.
� PROP. 6" PVC SAN.SWR PROP. 2'-30" RCP STM.SWR. � o,
so' 1�nmc NE.
12"fi=11.00(NW) ' -43 LF 0.1 % T 16.8 u°u EASEM T -49 LF @ .25% C1 •$ T 14.0 OD 12"fi=10.77(S,VV) 12. CONTRACTOR SHALL PLUG ANY ON -SITE WATER SEWER
58' ItDIN U C @ NO, CME FFER - ,I y
- F.C. No 4om°4 x.c.M.) 16.3 F LAN COE GM.R. G1 .3 �, SERVICES TO BE ABANDONED. CONTRACTOR TO CONTACT
1-8"X8" TS&V W/BOX (FIRE)
1- 2" CORPORATION STOP (DOM)
1-•2" WATER METER (DOM)
1-8" DOUBLE CHECK BACKFLOW
PREVENTER (FIRE)
1-2" RPBP DOM
1-•1.5" IRR. METER
1-1.5" PVB BACKFLOW
PREVENTION DEVICE IRR.
1-2"X1.5" TEE
1-•1.5" PLUG AND CLAMP
p
Flo
ir o 2 0% TG13.3 1.0% HP15.3 1.0% 2.0% I ( BACKPUBLIC WORKS @ 281-471-9650 TO INSPECT BEFORE
F--<--- F�--- e f-- E --}---}--}--}-- -e_--- TG15. ��.
e" L.
10' LFNDSCPPIND EASEMENT
-------r.cNo.4oso H.Gu------------eu� ---- ------TG13.3 --- - - - ---- -}-Z�---------------- - ---
- - - - - - - - - - - - - - - - - -
eTS) a B
(2) EV/ B•PB A' 1P) aIY 5T.1(so . HB15.2 :' > O 25' BVILDINg LINE
- - - - - - - - - FUTURE 20' - - - womP PIPED E°NAIENT �B" I"�' rP) TC16.1 TP15.5 (d) S7N/73d1d ,8 Odm (z) - - -�-
O •• ,L;;C16.9 HB16.0-FA°�N° 40 1'M, H.G '� !-BBB�B,J) (?) H.GGE NO. ENT FF NO. 424G12, H.GM.ft.
v° G16.4 Ex sWS)fR. AN G15.6 1-6"X8" TS&V W/BOX (FIRE) q„
-
� MM '<' k s B15. C16. 1-6" DOUBLE CHECK
--- r�r
_ _ G 5 6 BACKFLOW PREVENTER
- - - rL= E _ s ; rL= E _S_03
RUM" 2� 815.5 .'' a, � 9My � 8.9f.9P
.. .. B9 zBB. :. JOIz .. IDll� 5%N�IH. ..
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.. .c`lzJB Izzf O![Y3 '20.: c/LT5 - . Po "-�-
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O Y
CONNECT TO EX. SAN.SWR MH �+�`' TC14 `
:
.... 777777
TC15.
.. .:
" - , .:. ,. :. ...: '.: 9 ..
.. � .. _ G14.3 ..
PROP. 6 rc 8.99 W
.:.. .... 41BOR .. k . PROP. WATER LINE OFFSET
sml sWft, . . , J.. ... ..
..i5.3av wu FL. - :. ... .. .. . :.. :.. .:. .. PROP.STM.SWR.TY„A„INL A8.1.3 .�'
,� 24.(YD FL 11.J9 1`� _ � �' , REPLACE EX. STM.SWR. MH
' : ... :.. .. 0. .: :'C76bB• '. .,:...;.1,91 .LId.10.. • = BY.
rabJB :. m x '.: .' & W/ J BOX W/ MH TOP ro/su.....: rorsBB -
., I- ` TG 15 00 _
-� p 12"�=11.00 N'
P P P P �- RIM=3"ABOVE PROP. GRADE;7- ( ) -=---P
51M SNR. MH P C. '�1' , V " s ' ri (P'
am EL 15.55• X 24 f =9.85 (N) (d) 1VW 3080-4 i kS ,9
42-(N) R 9.19'
24•(E) R 10.7B• 24 =9.30 (E) . W 'wms N65 ,8
&48' 2-30"rL=7.75'(W) n k a • k w
48"f=7"75`(S) 31Vf7 r)31r .at
- - � B' SV/, ADRCE .NMN (P)-\ • ' . cl �i( I.'' 1 C �� �. ' � , .: �: �' T'^ i::l �.
aTY of LA PORTS STORM SEWS; CAt 0(A AT1oN FORM - CITY OF LA PORTS STORM SEAM GALOU AMON FORM
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2100 Travis St., Suite 501
Houston, Texas 77002
713.224.0456
713.224.0457 fax
www.powersbrown.com
PROJECT TITLE
SOUTH 16TH ST
A PROJECT FOR
NATIONAL PROPERTY
HOLDINGS
GENERAL NOTES
GRADING LEGEND:
50
MO EXISTING GRADE
DEMO
TC79.50
TOP OF CURB
G79.50
GUTTER
TP79.50
TOP OF PAVEMENT
TG79.50
TOP OF GRATE
79.50
PROPOSED NATURAL GROUND
ME79.50
MATCH EXISTING
HP79.50
HIGH POINT
TW79.50
TOP OF WALL
TR79.50
TOP OF RAIL
�.
HIGH POINT
I FLOODPLAIN I
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY
(FEMA), FLOOD INSURANCE RATE MAP (FIRM) FOR HARRIS COUNTY,
TEXAS, MAP NO.48201 C0945M REVISED/DATED JANUARY 6, 2017.
THE SUBJECT TRACT APPEARS TO LIE WITHIN SHADED ZONE "X".
I SURVEY BENCHMARK I
ALL ELEVATIONS SHOWN HEREON ARE BASED ON FLOODPLAIN
REFERENCE MARK NUMBER 060020, BEING A ALUMINUM DISK
STAMPED RM F 216 BM-03. LOCATED ON THE FAIRMONT PARKWAY
APPROX. 0.1 MILES EAST OF HIGHWAY 146. HAVING A PUBLISHED
ELEVATION OF 12.97 FEET/NAVD88 (20D7 ADJUSTED.)
TEMPORARY BENCHMARK 'A' (r.B.A. A) 15.68' = BEING A BOX CUT ON
AN STORM INLET LOCATED ON THE WEST SIDE OF POWELL ROAD
AT THE INTERSECTION OF POWELL ROAD AND EXPORT DRIVE. (AS
SHOWN HEREON)
WARD, GETZ & ASSOCIATES, LLP
CONSULTING ENGINEERS
TEXAS REGISTERED ENGINEERING FIRM P-9756
2500 Tanglewilde, Suite 190
Houston, Texas 77063
713.789.1900
I I DATE�I QREVISION
10-24-2016 1 PRELIME SITE PLAN
PROJECT NO: 00042-039
DRAWN BY: BMF, TC
CHECKED BY: KLS
SHEET TITLE
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°1 Perform all work In accordance with all applicable laws, codes, and regulations required by authorities having jurisdiction over
such work and provide all inspections and permits required by Federal. State, and local authorities in supply, transportation,
and installation of materials.
52. The contractor shall be responsible for the verification of all underground utility lines (telephone, gas, water, electrical, cable,
TV, etc) and all overhead utility easements prior to start of any planting works.
'.3. All plant materials shall possess the following minimum qualities:
a. Plants shall be nursery grown in accordance with good horticultural practices under climatic conditions ;,imilar to those
of the project for at least twelve months.
b. All plants shall be heavy, symmetrical, tightly knit, so trained or favored for development and appearance as to be
superior in form, number of branches, compactness, and symmetry.
C. Plants shall be sound, healthy and vigorous, well branched, and densely foliated when in leaf. They shall be free of
disease, Insects, pests, eggs, or larvae.
—
d. All plants shall be true of species and variety and shall conform to measurements (caliper size, trunk heights, spread)
-.
,\
—
as specified on the drawings.
D '.. e. Container grown stock when specked shall have grown in the container In which delivered for at least six months, but
not over two years. Samples must prove no roothound conditions exist.
\ /
1-1/2f.
Caliper measurements shall be taken at a point on the trunk she inches (6") above natural ground line for frees up to
i /
four inches (4") In caliper.
,\
g. AD trees shall be staked by a minimum of two metal "T' stakes for single trunk trees and three stakes for all muhidmnk
trees.
/
FH
4: Planting mix shall be thoroughly mixed in the following proportions:
/ l
a. Prepared soil as backfill for shade and ornamental trees shall be: 5 part clay loam topsoil+ 2 part compost+ 1 part
—
sharpsand+4 Lbs. Commercial fertilizer per CY Or 10 Lbs. Organic fertilizer.
\ !
b. Prepared soil as backfill for shrubs and groundcovers and seasonal colors shall be: i part enriched mulch+l part
(�
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compost bark mulch + i part enriched topsoil + 1 part No. i Bank Sand + 3 Lbs. Time- released fertilizer, 14-14-14 per
'.
\
CY or 8 Lbs. Organic fertilizer.
--
5 Excavation work and Surface drainage works shall conform to the following requirements:
\I /
�
a. Test drainage of plant beds and plant pits by filling with water twice in succession. Conditions permitting the retention
of water for more than 24 hours shall be brought to the attention of the Owner.
!
b. Work shall include the final responsibility for proper surface drainage of planted areas. Any obstructions on the she, or
\ /
NO
prior work done by another part, which precludes establishing proper drainage shall be brought to the attention of the
Owner in writing.
C. Excavate each tree hole 18" deep plus the depth of the tree container size (15 gal. Or 30 gal. Or 65 gal. Or 100 gal).
!
d. Excavate entire shrub bed to a depth of 8" plus the depth of the shrub container size (5 gal,) unless noted as being pit
planted on landscape legend.
e, Excavate entire groundcover bed to a depth of 6" plus the depth of the groundcover container size (4" pot or 1 gal.).
8.' Additional work requirements on landscape areas:
a. Prior to Installation
LIl 2
of any planting works (trees, shrubs,groundcover and grass works); apply "Round Up" hall planting
areas to eradicate all weed growths on she.
b. Install weed control barriers In all trees, shrub and groundcover planting areas. Weed barrier fabric shall too black
polypropylene sheet 27 mils thick, 4 oz/s.y. grab tensile strength per ASTM D-0632; 901bs. (machine direction) 501bs.
/
(cross machine direction). Provide OeVNtt "Weed Barrier" or aprpoved substitute.
I i
C. Edge all planting bed areas with Ryerson steel edging to clearly define the edge of the planting bed the start of the
\- \
NO
grass areas, Edging shall be Ryerson estate Curb, 1/8"x4" with new stakes free of rust.
/
d. Spread a minimum two inch layer of pine bark mulch overall shrub and groundcover bed areas.
\ /
71 Landscape maintenance work by the Landscape Contractor after final acceptance shall include the following:
-- \
a. The maintenance period shall commence upon inspection and approval at Final Acceptance and shall be for a period
/
of Ninety Days (90).
b.
LI/2
The landscape contractor shall coordinate the watering program for all the landscape work with the Owner.
�.
C. Maintenance of new plantings shall consist of watering, cultivating, weeding, mulching, restaking, tightening and repair
-- \
of guys; resetting plants for proper grades or upright position, and furnishing and application of pesticides/herbicides;
!
C sprays, and invigorants as are necessary to keep plantings free of Insects and disease and in a thriving condition.
8. Warranty Periods, Plant Guarantees, and Replacements:
\ \
a. Planting supplied shall be warranted to remain alive and healthy for a period of twelve months (12) after the date of
/ I
\
— NO
Final Acceptance by Owner. Plants in an impaired, dead, or dying condition after initial acceptance orwithin 12 months
/
—
shall be removed and replaced immediately to the satisfaction of the Owner.
�
\
\
/I
I,
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I/
Grass Hydromulching Work Requirements:
1: Grass works:
a. Seed which has become wet, moldy and otherwise damaged in transit or in storage will not be acceptable.
b. All grass seed shall be fresh, re -cleaned grass seed of the latest crop, mixed in the following proportions by weight and
/
meeting the accepted standards of pure live seed content, purity and germination. C. c. Grass
have
seed shall the following minimum ratio:
Summer Mix:/
\, -
/c al
Cynodon Dactylon (Hulled Common Bermuda Gress) 85% pure live seed at 75 Lbs. Pure live seed per acre.-
/Winter
Mix:
Cynodon
'_
Dactylon (Unhulled - Common Bermuda Grass) 85% pure live seed at 75 Lbs. Pure live seed per acre.
Annual Rye Grass or equal, 85% live
pure seed at 175 Lbs. Pure live seed per acre.
2. Slurry Mix Component per Acre shall be Wood cellulose fiber mulch = 2,000 pounds + Grass Seed as specked +fertilizer
(13-13.13) 800 pounds.
3.
Hydromulched seeding on Prepared finished grades:
a. Install
and spread out a minimum of one inch layer of topsoil over all areas to be hydromulched.
b. Bed preparation: Immediately after the finished grade has been approved, begin hydroseeding operation to reduce
excessive weed growth and erosion. -- -- --
;%- -
�- -- �-
c. Apply seed, fertilizer and mulch by spraying them on the previously prepared seedbeds in the form of an aqueous
I_
mature and by using the methods and equipment described herein.
d. Particular care shall be exercised by the contractor to insure that the application is made uniformly and at the prescribed i-----
—'�I - -
rate and to guard against miss and overlapped areas.
=.
e. Where slope of areas to be grassed exceed a 3:1 H:V; an erosion control fabric shall be installed prior to hyrornulching
—
process.
4. Maintenance:
a. Maintenance shall consist of weeding, fertilizing, insect control, watering, replanting, pawing, maintaining of existing
B grades and repair of any erosion damages.
b. Guarantee growth and coverage of hydromulch planting shall be a minimum on ninety five percent 95%of themes
planted will be covered with specified planting after sixty days with no bare spots visible.
C. Watering: Coordinate with the Owner to properly operate irrigation system to assure a regular, deep watering program.
5. Inspection and Final Acceptance:
Final acceptance of lawn establishment shall mean that hydroseed areas are Ninety Five percent 95% uniform coverage
of grass in excess of one inch height. No bare spots will be acceptable.
Landscape Legend:
_
00
to
O
co
U
COto
co
0
N
v
Symbolic
Quantities
Botanical
Common
Size and Plant Requirements
Name
(Verify)
Name
Name
MG
25
Magnolia
D.D. Blanchard
2" cal. 30 gal. container; 9'to 10' ht.
Grandiflora
Magnolia
LO
17
Quercus
Live Oak
2" cal. 30 gal. container; 9'to 10' ht.
�rginiana
Taxodium
Bald
2" cal. 30 al. container 9'to 0' ht.
Distichum
Cypress
--
LI'
25
Lagerstroemia
Basham Pink
2" cal. 30 gal. 8' to 9' ht. mftrk.
Indica
Crepemyrtles
WI-
500.
Ligustrum
Waxleaf
5 gal. planted at 36" o.c.
Japonica
Li ustrum
NO
-_-
Nerium
Petite Pink
5 gal. planted at 36" o.c.
Oleander
Oleander
Roses
Grass
Verify SF.
Cyndon
Common
Hydromulched all areas within limits
Dactylon
Bermuda
of the project including all right of way
areas. All areas to be grassed shall be
cleaned up, fine graded with a
minimum one inch layer of topsoil to
adhere to civil grading and drainage
plan. Detention Pond shall be
hydromulched. Coordinate work with
project G.C.
Decompo-
Verify LF.
Areas between
a. Excavate areas between curb and
sed
curb and building
building edge to a depth of 3".
granite
edge shall be filled
b. Compact subgrade and slope away
with decomposed/
from building.
crushed granite.
c. Install weed filter fabric over entire
areas.
d. Install approved decomposed/
crushed granite over entire areas.
/
PA
OFFICE
3,120 SF
FRONTLOAD
160,680 SF
1=1 FI F- 1=1
j l ---- GRADE CHANGING
LANDSCAPE
IRRIGATION SYSTEM TO BE DESIGNED AND
INSTALLED BY DESIGN BUILD GENERAL
NO CONTRACTOR.
LI/10
WL
OFFICE
3,120 SF
i
I
LIl3
FH
NO NO
BE
KR
- NO
LIl6 —
LOM 7
JN8
til 11, 1
ILI
a.
i i i I i ii � ,—ram --� _G _ � i � i �— i �— A / _ `; / _ � / � / - A i _ V / _ A / — ..•. / � --
-\�—
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MG 125
S.16TH STREET
II
ARCHITECTURAL LANDSCAPE PLAN
SCALE: 1" = 50'-0"
EXISTING IMAGES
T L T
� I 2
3
PBA ASSUMED PROPERTY LINE
2
C
2100 Travis St., Suite 501
Houston, Texas 77002
713.224.0456
713.224.0457 fax
www.powersbrown.com
PROJECT TITLE
NPH SOUTH 16TH ST
1706 S. 16th Street, La Porte, TX 77571
A PROJECT FOR
NATIONAL PROPERTY
HOLDINGS
SERAL NOTEMENTS
rGEDSCAPE REQUIR
-.16TH ST:
TREE REQUIREMENTS
740 LFI30 = 25 STREET TREES REQUIRED
= 25 STREET TREES PROVIDE (MG)
SHRUBS
= SHRUBS PROVIDED (WL)
- NORTH SIDE:
TREE REQUIREMENTS
500 LF/30 =17 TREES REQUIRED
=17 TREES PROVIDE (LO)
SHRUBS
= SHRUBS PROVIDED (KR)
- PARKING SPACES:
TREE REQUIREMENTS
= 25 TREES PROVIDED (LI)
SHRUBS
= SHRUBS PROVIDED (NO)
PARKING CALCULATIONS
TOTAL P - PARKING SPACES -116 SPACES
(INCLUDING 6 ADA SPACES)
TOTAL TRAILER PARKING (FUTURE) = 39 SPACES
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Y
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DATE
Q REVISION
2017-1-24
LANDSCAPE UPDATE 2
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PROJECT NO: 161069
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DRAWN BY: SP,CR,RPM
CHECKED BY: Checker
SHEET TITLE
ARCHITECTURAL
W
LANDSCAPE PLANOf
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SEAL SHEET NUMBER
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