HomeMy WebLinkAbout1301 S 16TH SITE PLANCover SheetProposed Warehouse Buildingc:\users\visitor\desktop\18500.50 la porte, tx_planning\18500.50cover sheet.dwg
1301 South 16th StreetLa Porte, TexasPHELAN-BENNETTD E V E L O P M E N T 5301 Polk Street - Building 25 - Houston, Texas 770231574 Gulf Road PMB 212 - Point Roberts, WA 98281 - Phone: (949) 833-1930Calvin J. Coatsworth Architects, PCSubmitted: 04 December 2019APPROVED SCUP #19-91000003 / HCAD # 0242030430001Re-submittal #1: 09 January 2020Re-submittal #2: 29 January 2020Re-submittal #3: 04 April 2020Re-submittal #4: 13 May 2020Approved 05.21.2020
GLGL
>
WEST L. STREET
WEST M STREET
SOUTH 16TH
STREET
>PROPOSED BUILDING
FF 19.25
>
>>>>>
>>>>>>>>>>>>>>>>>>>>><<>>>>>>>>>>>>>>>>>>>><<
B1
0.26 AC A1.1
0.71 AC
A1
1.18 AC
A2
0.70 AC
A3
0.58 AC
A4.1
0.54 AC
C1
0.23 AC
A4
0.26 AC
TOE10.5
TOE7.0
TOE7.3
FG=ME
TC18.85
G18.35
TC17.9
G17.4
TC18.5
G18.0 TC19.2
G18.7
TC18.1
G17.6
TC19.2
G18.7
TC19.2
G18.7
TC19.05
G18.55
TC19.2
G18.7
TC18.95
G18.45
TC18.3
G17.8
TC18.1
G17.6
TC18.0
G17.5
TC16.4
G15.9
TC18.1
G17.6
TC15.65
G15.15
TC18.95
G18.45 TC17.5
G17.0
TC16.8
G16.3
TC18.1
G17.6
TC15.25
G14.75
TC15.5
G15.0
TG14.2 TG14.3TP14.7 TP14.7
TC18.5
G18.0
TC18.4
G17.9
TP17.8
TC17.1
G16.6
TC15.2
G14.7
TC15.2
G14.7
TC15.2
G14.7
TP19.2
TP18.45
TP19.2
TC19.2
G18.7
TC18.0
G17.5
TP17.0±ME
TP17.1±ME
TP17.0±ME
TP16.8±ME
11.8±ME
TG14.2
TC19.2
G18.7
TG14.2
TC16.75
G16.25
TC19.0
G18.5
FF19.25
TP15.25FF19.25
TP15.25
FF19.25
TP15.25FF19.25
TP15.25
TC15.5
G15.0
TC19.2
G18.7
TC19.2
G18.7
TC15.5
G15.0TC15.5
G15.0
TC15.5
G15.0
HB13.7±ME
HB15.0
TC18.4
G17.9
HB13.1±ME
TC15.5
G15.0
HB13.4±ME
HB13.8±ME
HP16.0
TC18.6
G18.1
15.95
TP18.45
HB13.2±ME
TC17.5
G17.0
TC15.75
G15.25
TC18.55
G18.05
TC15.75
G15.25
TP14.6
TP14.6
TP19.2
14.3
TG15.75
TC18.4
G17.9
TC17.2
G16.7
HB15.5
HB15.5
HB15.5
TC17.2
G16.7
HB15.5
HB15.5
TG17.3
FUTURE
DRIVEWAY
HB15.5
HB15.5
TG17.5
HB15.5
HB15.5
HB15.5
7.0
TP19.2
HB15.0
TP19.2
FG18.75
6.36
TC19.2
G18.7
TC15.2
G14.7
6.83
HB13.4±ME
TC17.9
G17.4
HB13.7±ME
HB14.5±ME
HB13.5±ME
10.5
10.0
7.25
TC17.9
G17.4
TC15.2
G14.7
7.3
TP19.2
TP18.45
10.3
7.05
3:1 MAX SLOPE
TP19.2
15.9 15.2 14.8
TG13.817.5
16.5
TP19.2
FG18.2
TP19.25
3:1 MAX SLOPE FG17.8
TP19.25
FG18.25
PROPOSED TURN
DOWN CURB
TP18.7
TC19.25
G18.75
TC19.2
G18.7
TC18.75
G18.25
TC19.2
G18.7
>>>>>>>>>><<>>>TP18.7
FF/TP19.25
TP19.2
16.4
FF/TP19.2516.5
16.4
TP19.2
16.5
FF/TP19.25
TP19.2
16.4
FF/TP19.2516.5
16.4
TP19.2
TP19.2 A104-07-00 (TRIB. 2.93 TO TAYLOR BAYOU)146 SITE PLAN
SHEET 2
SITE
SITE MAP
SCALE: N.T.S.
PROP.~53LF 8" SAN. PVT.
PROP.8"=8.44'
PRIVATE
PROP. 8" PLUG
8"=9.25'
PRIVATE
PROP. SAN. MH.
RIM=17.60
8"=8.70'(W)
8"=9.03'(E)
PROPOSED PRIVATE
1-FH ASSEMBLY
1-ISOLATION VALVE
PROP. 134~LF 8" WL. PVT.PROP. 356~LF 8" WL PVT.PROP. 605~LF 8" WL
1~8" DBL. CHK. BFP
W/BYPASS METER
1~2"X2" TEE
1~2" WTR. METER (DOM)
1~2" WTR. METER (IRR.)
1-2" RPZ BFP (DOM)
1-2" RPZ BFP (IRR.)
PRIVATE
1-8" PLUG (FIRE)
1-2" PLUG (DOM)PROP. ~102LF 42" STM.PROP. ~15 LF 24" STM.
DETENTION ANALYSIS
DETENTION POND VOLUME
DETENTION REQUIRED FOR DEVELOPMENT
(610 X 400 = 244,000 SF OR 5.60 AC)
5.60AC X 0.66 = 3.70 AC-FT
DETENTION POND VOLUME
VOL= 5136.84 CY - 138,672CF - 3.18 AC-FT
(ACAD CIVIL 3D)
TRUCK COURT VOLUME
WITH STORM WATER PONDING 12" OVER INLET
VOLUME = 895 CY - 24,165 CF - 0.55 AC-FT
(ACAD CIVIL 3D)
TOTAL VOLUME PROVIDED = 3.73 AC-FT
DETENTION
POND
LEGAL DESCRIPTION
A TRACT OR PARCEL OF LAND CONTAING 5.602
ACRES OR 244,000 SQUARE FEET, BEING THE
RESIDUE OF BLOCK 1143, ALL OF BLOCK 1144, OF
TOWNSITE OF LA PORTE AS RECORDED UNDER
VOLUME (VOL.) 60, PAGE(PG.) 112,
HARRIS COUNTY MAP RECORDS (H.C.M.R.)
FLOOD STATEMENT
TRACT IS IN FLOOD ZONE X-SHADED AND IS NOT
WITHIN THE 100-YEAR FLOOD PLAIN ACCORDING TO
FEMA MAP# 48201C0945M, DATED JANUARY 06,2017
1
GRADING LEGEND:
TC79.50 TOP OF CURB
G79.50 GUTTER
TP79.50 TOP OF PAVEMENT
TOP OF GRATE
PROPOSED NATURAL GROUND
MATCH EXISTING
HIGH POINT
TOP OF WALL
BASE OF WALL
TOP OF STAIR
BOTTOM OF STAIR
SWALE
TRANSITION CURB 0" - 6" WITHIN 5 FEET
HIGH POINT
TG79.50
79.5
HP79.50
TW79.50
BW79.50
TS79.50
BS79.50
79.50±ME
>>
PROP. 98~LF 15" STM. PVT.
PROP. 36 ~LF
12" STM. PVT.
PROP.~45LF 8" SAN. PVT.
PROP. 78~LF 24" STM. PVT.PROP. 78~LF 30" STM. PVT.PROP. 94~LF 30" STM. PVT.PROP. 57~LF 30" STM.
PVT.
42"=4.62
12"=7.3012"=8.02
1301 South 16th Street
La Porte, Texas
TEXAS REGISTERED ENGINEERING FIRM F-9756
2500 Tanglewilde, Suite 120
Houston, Texas 77063
713.789.1900
WARD, GETZ & ASSOCIATES, PLLC
EXISTING DETENTION POND
RESTRICTED RESERVE "M"
BLOCK 2, FINAL PLAT OF PORT CROSSING
FC.No. 676291, H.C.M.R.
24"=6.95
40.50'40.50'
PROPOSED PRIVATE
2-8" 45° BENDS
1-8" TEE
24"=13.60
24"=13.8
PROP. 41 ~LF 24"
STM CULVERT
PROP. 41 ~LF 24"
STM CULVERT
24"=14.15
24"=14.30
PROP. 35 ~LF 24"
STM CULVERT
PROP. 36 ~LF 24"
STM CULVERT
58.23'55.0'47.86'40.0'189.32'405.54'48.23'5.5'81.40'11.1'
446.31'
35.00'92.49'11.94'36.20'
183.51'
42"=6.35400.0'PROP. 37 ~LF
15" STM. PVT.9.23'60' ROW(UNIMPROVED)100' ROW
PROP. 42 LF~ 24" STM.
PROP. 12" WATER MAIN.
REF. WGA PROJECT #482-02
"12" WATER MAIN EXTENSION"
EXISTING DETENTION
POND
(PRIVATE)
CONTRACTOR TO ADJUST
EXISTING DITCH AS
SHOWN ON PLANS
EXISTING DITCH
21.00'39.40'
PROP. TY. "C" MH.
RIM=3" ABOVE N.G.
W/ 6" RESTRICTOR
24"=6.98
6" =6.98
PROP. RIP-RAP
PROP. RIP-RAP
30"=7.05
PROP. RIP-RAP
PROP. RIP-RAP
CONTRACTOR RE-SHAPE
EXISTING DITCH. SIDE
SLOPES NOT TO EXCEED 3:1
CONTRACTOR TO REMOVE
EXISTING 42" STM. AND
REPLACE WITH PROP. 42"
STM AT SPECIFIED DEPTH
4/29/20R30.00
'R30
.
00
'
R30.00'R30.00'R1
5
.
0
0
'
GENERAL NOTES
MH MUST BE TESTED AND
INSPECTED BEFORE
ACCEPTANCE;INLCUDE RAIN
INSERTS.
DOMESTIC CHARGE ONLY
NO INDUSTRIAL CHARGE
CONTRACTOR TO MAKE
SANITARY SEWER TAP AS
PER CITY REQUIREMENTS
PORTION OF WORK WITHIN
W M STREET ROW SHALL BE
INSPECTED BY COLP
PUBLIC WORKS
DEPARTMENT
1
2
1
PROPERTY LINE
PROPERTY LINEPROPERTY LINE PROPERTY LINE100 100 100100100100100 100100
3
1 2
3
PROPOSED TRANSFORMER
PAD (UNDERGROUND SERVICE)
PROPOSED CONCRETE
PAVEMENT
PROPOSED CONCRETE
PAVEMENT
PROPOSED
CONCRETE
PAVEMENT
PROPOSED
CONCRETE
PAVEMENT
18.00'9.00'
TYP.
16.00'9.00'TYP.9.00'TYP.16.00'
4
PROPOSED PRIVATE
1-FH ASSEMBLY
1-ISOLATION VALVE
PHELAN-BENNETT
D E V E L O P M E N T 5301 Polk Street - Building 25 - Houston, Texas 77023
1574 Gulf Road PMB 212 - Point Roberts, WA 98281 - Phone: (949) 833-1930
Calvin J. Coatsworth Architects, PC
Submitted: 04 December 2019
APPROVED SCUP #19-91000003 / HCAD # 0242030430001
Re-submittal #1: 09 January 2020
Re-submittal #2: 29 January 2020
R25.0
0'
21.00'
PROPOSED PRIVATE
1-FH ASSEMBLY
1-ISOLATION VALVE
PORTION OF WORK WITH W "M" STREET
ROW SHALL BE INSPECTED BY COLP
PUBLIC WORKS DEPARTMENT
PROP. 5' WIDE
SIDEWALK
PROP. 5' WIDE
SIDEWALK
PROP. 5' WIDE
SIDEWALK35.0'70.91'12.06'I, S. HUNTER WANECK, AM REGISTERED UNDER THE LAWS OF
TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND
HERBY CERTIFY THAT THIS MINOR SITE PLAN IS TRUE AND
CORRECT AS TO PROPOSED SITE IMPROVEMENTS.
11
120329
S. HUNTER WANECK
PROF
E
SSO A L N G IN EERESTATEOFTEX
A
SN
LICEN S E D
I
EXISTING SAN. MH.
p:\2018\18500 phelan development\18500.50 pd-laporte,tx\planning\18500.50 scheme 15 elevations.dwg
1301 South 16th StreetLa Porte, TexasPHELAN-BENNETTD E V E L O P M E N T 5301 Polk Street - Building 25 - Houston, Texas 770231574 Gulf Road PMB 212 - Point Roberts, WA 98281 - Phone: (949) 833-1930Calvin J. Coatsworth Architects, PCSubmitted: 04 December 2019APPROVED SCUP #19-91000003 / HCAD # 0242030430001Re-submittal #1: 09 January 2020Re-submittal #2: 29 January 20200'10'20'40'SCALE: 1" = 20'154932768ABCDEFGABCDEFG15493276803 January 2019BUILDING ELEVATIONSSOUTH ELEVATIONEAST ELEVATIONWEST ELEVATIONCOLORED TILT UP CONCRETE WALL PANELPAINT 2 - MEDIUM BASE PAINT (ACCENT COLOR)SHERWIN WILLIAMS: GRAY SCREEN / SW 7071COLORED TILT UP CONCRETE WALL PANELPAINT 1 - LIGHT FIELD PAINT (FIELD COLOR)SHERWIN WILLIAMS: HIGH REFLECTIVE WHITE / SW 7757COLORED TILT UP CONCRETE WALL PANELPAINT 3 - DARKER BASE PAINT (ACCENT COLOR)SHERWIN WILLIAMS: WEB GRAY / SW 7075BRICK OR STONE 1 - DARKER SHADEGLAZINGBRICK OR STONE 2 - LIGHTER SHADESTONE AREA / TOTAL AREA = 52%STONE AREA / TOTAL AREA = 51%STONE AREA / TOTAL AREA = 51%NORTH ELEVATIONMEDALLIAN, typ.SHEET METALDOWNSPOUT,typical3'-0" x 7'-0" MAN DOOR,typicalLEGEND8" WINDOW SURROUND,typicalARTICULATION AT ENTRY, typicalCLEAR ANODIZEDSTOREFRONT SYSTEM, typical12' x 14' GRADELEVEL DOOR, typical9' x 10' OVERHEADSECTIONAL DOOR, typical3'-0" x 7'-0" MAN DOORWITH METAL STAIRS,typicalGUTTER, typical205002050040'-0"2'-10"6'-2"31'-0"
40'-0"
33'-10"
40'-0"
3'-4"
2'-10"
6'-2"
33'-10"
36'-8"
33'-10"
40'-0"
6'-2"
2'-10"
40'-0"
9'-0"31'-0"
40'-0"31'-0"3
0'15'30'60'SCALE: 1" = 30'IRRIGATION PLANWong & Associates, Inc. shall not be responsible for the operation and/or maintenance of thisirrigation system, once the date of final acceptance by the owner is established. All grades andelevations on the project shall be set by the project civil engineer. The Owner shall be responsiblefor the monitoring and the maintaining of the irrigation system. Monthly moisture sensor tests ofall sprinkler zones around all building pads and on entire property, shall be performed by theOwner to ensure that no over-watering and/or any irrigation system leaks are present. Theirrigation contractor shall be responsible for providing all guarantee and warranties for the irrigationsystem. The irrigation contractor shall be ultimately responsible for the installation and properoperation of the irrigation system.Disclaimer40'15'30'60'SCALE: 1" = 30'WEST L STREET (UNIMPROVED)(HIGH FREQUENCY TRUCK ROUTE)SOUTH 16th STREET
DETENTIONAREA26'-0"±81'-4"10'-0"
SETBACK26'-0"10'-0"SETBACK157'-5"30'-0"
130'-0"10'-0"
SETBACK 7 OVERHEAD DOORS(FIRE SPRINKLER TO PROVIDE PROPERLY DESIGNED STANDPIPE ALONG THIS WALL)p:\2018\18500 phelan development\18500.50 pd-laporte,tx\18500.50 scheme 14.dwg
1301 South 16th StreetLa Porte, TexasPHELAN-BENNETTD E V E L O P M E N T 5301 Polk Street - Building 25 - Houston, Texas 770231574 Gulf Road PMB 212 - Point Roberts, WA 98281 - Phone: (949) 833-1930Calvin J. Coatsworth Architects, PCSubmitted: 04 December 2019APPROVED SCUP #19-91000003 / HCAD # 0242030430001Re-submittal #1: 09 January 2020Re-submittal #2: 29 January 2020400'-0"610'-0"63'-2"147'-0"140'-0"108,975 sfGLGL103 AUTOS PROVIDED250'-0"
60'-0"50'-0"50'-0"50'-0"40'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"399'-10"46'-0"PROPOSEDWAREHOUSEWEST M STREET (UNIMPROVED)PROPOSEDDRIVEWAY10'-0"SETBACK41'-10"PROPOSEDDRIVEWAYRainbird 1806 Pop Up Sprinkler or equal.SymIrrigation Equipment and ManufacturerSymIrrigation Legend:SprinklerSpecificationGPMRB 1806 Full 360 degreeRB 1806 Half 180 degreeRB 1806 Qtr. 90 degreeRainbird PEB series Electric Remote Control Valves with sizes as notedplan.One (1) 2" water meter Supplied and installed by irrigation contractor forthe irrigation system. Water meter to be installed as per city and countycodes.One (1) 2" FEBCO RPZ & 2" ISOLATION VALVE to be installed as percity and county code by irrigation contractor. Install BPDI GuardshackEnclosure GS-3.3 to protect backflow devices. Verify location on site.Rainbird 33 DRC quick coupling valve (valves to be installed belowgrade inside valve box)One (1) Rainbird ESP 16 LX Irrigation controllers. Verify location andcoordinate electrical requirements for controller with General contractorand / or owner. Install Rainbird Rain Sensors within close proximity ofcontroller location. Verify location with Owner.12'-0" radius12'-0" radius12'-0" radius15'-0" radius15'-0" radius1.850.952.601.300.65Pressure Line shall be 2" sch. 40 PVC pipe. Install "Thrust Blocks" asrequired. Install appropriate Gate Valves where noted.6" Sch. 40 PVC irrigation sleeves unless noted as 4" on plan. Verifylocation of all sleeves on project site.1/2"Sch. 40 PVC non pressure line.3/4"Sch. 40 PVC non pressure line.1"Sch. 40 PVC non pressure line.1-1/2"Sch. 40 PVC non pressure line.Sequence of Irrigation ValveSize of Irrigation ValveCDEFBRB 1806 Half 180 degreeRB 1806 Qtr. 90 degreeVerify point ofconnection.Total (9) fieldlocated onsite.Hunter I-20 Rotary SprinklerI-20-ADS 4"-4.0 nozzle Part Circle38'-0" radius2.40ARB 1806 Low Angle End Strip Nozzle4'x30'4'x15'0.611.21GHRB 1806 Low Angle Center Strip NozzleRainbird 1812 Shrub Pop Up Sprinkler or equal.12'-0" radius12'-0" radius0.651.30JKRB 1812 Qtr. 90 degreeRB 1812 Half 180 degree15'-0" radius3.70ZRB 1806 FULL 360 degreeI-20-ADS 4"-1.0 nozzle Part Circle30'-0" radius2.00YWong & Associates, Inc. shall not be responsible and accepts no liability for design failure,inaccurate head layout, incorrect hydro-zoning, pipe sizing, zone flow or hydraulic calculations,irrigation equipment, or aspects of the preliminary design drawing not in compliance with localirrigation regulations. The irrigation contractor shall be ultimately responsible for the final design,installation and proper operation of the irrigation system.This irrigation drawing is a preliminary layout. It is a diagrammatic representation for purpose ofproviding a basic depiction of the scope of coverage, initial valve zoning, with head type andplacement. The Irrigation drawing does not provide necessary zone flow, hydraulic calculations todetermine Design Pressure. These are defined in Texas Administrative Code§§344.61 MinimumStandards for Design of the Irrigation Plan, and required by the T.C.E.Q for a completeIrrigation Plan and for Permit and Construction. It will be the responsibility of the installing licensedirrigator or irrigator-in-charge, to use information provided on this Preliminary Irrigation drawing, toprovide a final Irrigation Plan meeting all standards as required by T.C.E.Q, Signed and Sealed.DESIGN DISCLAIMER:PROPOSEDDRIVEWAY