HomeMy WebLinkAboutJACK DOHENY PROJECT SITE PLAN,
i14
x
0
i
oil
A
Y
V
N
0
A
U
ti
0
N
a
a
to
zn
N
N
0
N
m
0
,n
IT.
H
15
N W �W
WI W
W W W W
W N
FV FV
- Iv '� 0 �'nv
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COMMERCIAL
L\0.LLV11CLL 1TLV µLV 11 LVl L V.11VLL • t( VfIY
i = b/(d+TC)Ae
C = 0.75 for Concrete
i = 6.64 & A is in acres therefore 0 is in cubic feet Der second Ids)
CALLED TRACT H
2.6860 ACRE
HCCF #20080098204
(' nA4T%4P-PPT A T .
It7A QLT QAV 7-1L`TA TT
COMMERCIAL 1
Intensity
AREA
TO
C
100 year
A
Q acts
North Eno
N1
Inlet
0.75
6.64
0.4944
2AG
N2
Inlet
0.75
6.64
0.4944
2.46
N3
Inlet
0.75
6.64
0.4067
2.03
South Line I
Si
Inlet 1
0.75
6.64
0.4944
2AG
S2
Inlet
0.75
6.64
0.4944
2.46
S3
Inlet
0.75
6.64
0.3523
1.75
S4
Inlet
0.75
6.64
0.3523
1.75
S5
Inlet
0.76
6.64
0.1768
0.88
Building
B1
Inlet
0.75
6.64
0.3472
1.73
B2
Inlet
0.75
6.64
0.3472
1.73
Cumulative
Pipe
Pipe
Pipe Area
Roughness
Hydraulic
Pipe
mm Pipe Cap.
Velocity
Inlet
to
Inlet
Qlots)
Diameter
Type
In S.F.
Factor
Radius
SI_ op_
a tefsl
Vffls)
NL
N2
2.46
12
HOPE
0.785
0.011
1 02500
0.0042
1 2.718
3.46
N2
N3
4.92
18
HOPE
1.767
0.011
0.3750
0.0019
5.342
3.02
N3
MH
6.95
18
HOPE
1.767
0.011
0,3750
0.0032
7.023
3.97
Bt
MH
1.73
10
HOPE
0.545
0.011
02083
0.0060
2.006
3.68
Si
52
2.46
12
HovE
0.785
0.011
0.2500
0.0042
2.729
3.47
$2
S3
4.92
18
HaPE
1.767
0.011
0.3750
0.0019
5.342
3.02
$3
S4
6.68
18
1.767
0.011
0.3750
0.003
6.800
3.85
S4
$5
8.43
24
HOPE
3.142
0.011
0.5000
0.0019
11.505
3.66
B2
$5
1.73
10
HOPE
0.645
0.011
02083
0.0060
2,006
3.68
65
MH
11.04
24
tmvE
3.142
0.011
0.5000
0.0019
11.505
3.66
MH
OUT
19,72
36
HORE
7.069
0.011
9.7590
0.6010
24.927
3
DETENTION SUMMARY
AREA SERVICED: 5.57 ACRES.
DETENTION STORAGE RATE: 0.45 AC-FT/AC.
DETENTION VOL. REQUIRED: 2.5065 AC -FT.
DETENTION VOL. PROVIDED: 2.5987 AC -FT.
DETENTION PROVIDED: PARKING LOT
AREA Nl&S1
(EL 21.80 - EL 20.80) = 20,189.0 CU. FT.
AREAS N2&S2
(EL 21.80 - EL 20.80) = 20,604.0 CU. FT.
AREAS S3&S4
(EL 21.80 - EL 20.80) = 13,823:O CU. FT.
AREAS S5
(EL 21.80 - EL 21.15) = 2,350.0 CU. FT.
AREAS N3
(EL 21.80 - EL 20.80) = 5,716.0 CU. FT.
TOTAL PARKING LOT = 62,682.00 CU.FT.
DITCH SECTION
81.22 S.F. X 622 L.F = = 50,518.84 CU. FT.
s3
J TO CITY
1 .�
^�
00 �
i I
rn AREA NOT TO BEI
N �USED OR ,) E ,
I ( ix V
< INCLUDED IN ale
DEVELOPMENT N Ni I.t
o0 i FEE
40593.33 SQ FT
o I I
z 0.93 ACC
( I W) .I
_--10'SIDE
SETBACK
S 89059'32" W 193.69'
LANDSCAPING LEGEND NORTH
y . ... HYDROSEEDING OR 40' DRAINAGE
V/
EQUIVALENT. EASEMENT
W W W
PROPOSED OAK TREE;
1/ 2" MIN. CALIPER
15 GALLON; 3.5' 3.5'
0' O.C.E.W.; (7 TYP.) TP 21.80
33'
PROPOSED OLEANDER
tb SHRUBS; 4' TALL; 10'
SWPPP LEGEND O.C.E.W. (58 TYP.) SEE
-x FILTER FILTER FABRIC FENCE PROPOSED INDIAN NOTE
HAWTHORN SHRUBS; (� -; ----- --
Fe INLET PROTECTION BARRIER 5 GALLON; 18" TALL; -
T O.C.E.W. (162 TYP.) _-
-
UTILITIES
PROPOSED SANITARY SWR LINE;
- SWR- SWR- 6" PUBLIC SIDE; 4" PRIVATE SIDE
-W-W- PR "W R O E IC E '
- E - E - POP SE EL CT CAL LIN (O EAD 8
-TEL-TEL- PROPOSED TELEPHONE LINE (OVERHEAD &
- GAS - GAS - PROPOSED GAS SERVICE
W.M. PR 0 D A R ETER
TB19.16'-_j
it 3:1
1%
N.G.
-1 TB 19.10
-1
EL 15.08 ' EL 15.08
EL 15.06
SECTION AA
NOTE - ANY SLOPE GREATER THAN 3: I WILL BE STABILIZED WITH VMAX
PERMANENT COMPOSITE TURF REINFORCEMENT: #VMAX3 SC250
v
KEYNOTES # -E51 �f N b
PROPOSED ONE STORY METAL BUILDING W/ EXTERIOR hi IV,
w N N
O1 MASONRY OR GLASS FACADE. FF 22.00. RE: NOTE #9 THIS
SHEET. i i ..::: ` ❑ 04
V)
PROPOSED ONE STORY TRUCK WASH; STRUCTURE TO w
O CONFORM TO THE MINIMUM EXTERIOR BUILDING DESIGN
I
lA STANDARDS - 100 %MASONRY AND/OR GLASS PRODUCTS:' : 1Y
NOTE #9 THIS SHEET; FF 22.00 PROJECT, 06co
Z
E-
1B PROPOSED MAIN BUILDING ENTRANCE LOCATION
n2 PROPOSED 9" CONCRETE; #5 @ 18" O.C.; 4000 PSI; w U Z
/1.1 TT' 'r A TT'."T T TT TT.T ST I1 TlTi TrITT [YT TTII'tTT A TAT:. II if Q/ T TT FT T7�1 T12T
/ 7 r1CL' rti1CLL L11VIP, J 1iID1L11.P LJ C7 V D\TICCIUPG LW 070 L11VIF D I Dltl
WEIGHT COMPACTED TO 95%MAX. DENSITY. r LI F-
t{n� �
PROPOSED SIDEWALK; WIDTH AS NOTED; 4" CONC; 3000 PSI; r CD III
2B #3 @ 15"; 2" SAND 90% STD DENSITY.
PROPOSED 25' WIDE CONCRETE COMMERCIAL DRIVEWAY; 15' - "k �� r �; " Fu Q
fir} , , . - ._.;r.� �i ,-� <. _ �-�rtTi I', to W w
RADIUS RETURNS; 9" CONCRETE; 9" PREPARED LIME 2
STABILIZED SUBGRADE 8 /o LIME; #5 , 12 O.0 .RE: HARRIS J ss + (r ' U) Y
COUNTY STANDARD DRIVEWAY DETAIL. n•
�4 PROPOSED 62 L.F. OF 48" RCP CULVERT. %;`' W
PROPOSED TRASH ENCLOSURE W/ 9" CONCRETE PAD. I.:r �; s eT= z a¢ -
OTRASH ENCLOSURE TO BE 6' TALL CHAIN LINK FENCING - O U = iA
5 WITH PRIVACY SLATS AND TWO 4' GATES. CONIC. FILLED CITY OF LA PORTE Q U �V
ai
BOLLARDS TO BE INSTALLED (7 TYP BOLLARDS) KEY MAP PG: 539-Z a "
PROPOSED VAN ACCESSIBLE PARKING STALL W WALL, U Lu >
O / ZONING (G) GENERAL COMMERCIAL W ❑ w
MOUNTED SIGNAGE. ❑ W
HCAD # 023-129-000-0052 ❑ Q
7 PROPOSED CONIC. WHEEL STOP PARKING BLOCKS
O (7 TYP.). CLP PROJECT # 11-82000025 W
O8 PROPOSED 4" PARKING LOT MARKINGS (TYP.)
TYPE OF DEVELOPMENT: EQUIPMENT SALES, RENTALS,
OPROPOSED STORM SEWER TYPE "A" INLET W/ SKIMME &SERVICE d� tj
9 BOX FOR STORM WATER QUALITY (8 TYP.) co
9A O S To ON- TE DESCRIPTION OF LAND: Z H
j LOT: aLOx; suaomsoN: d
19 20 21B & 22B LA PORTE OUTLOTS F+ "o d-
9B PROPOSED 12"x12" YARD INLET WITH ATRIUM GRATE RECORnAMN: co to � t
� T�
& 8" HDPE FEEDS. (3 TYP.) - HARRIS U w � Co
ADDRESS: CITY: LENDER: > t N
IRECTLY CONNECTED TO 2506 SENS ROAD, LA PORTE TX 77571 LA PORTE - `Z SL � CI
PROPOSED 1,000 GALLON VERTICAL POLY STORAGE TANK (BELOW PURCHASER/OWNER: nRE COMPANY. � � O
9C GROUND ON 6" CONC PAD & SUB PUMP; DO NOT CONNECT TO SAN JACK DOHENY SUPPLIES z 7 0, '
NORTH ARROW & DRAWING SCALE z o
0H10 PROPOSED STORM SEWER MANHOLE & SOILD LID. (1 TYP. 0 20' 40' $0' V O
Lu H
@PR WER TYPE "D" INLET. (2 TYP.) z O Z �D O �
PROPOSED 6" TS&V TAP (BY CONTRACTOR) ON EXISTING WATER � C
LINE FOR FIRE SERVICE. CONTRACTOR TO CONTACT PUBLIC 1 INCH = 40 FT. `� O
12 00
WORKS TO INSPECT THE TS&V CONNECTION. A ONE (1) DAY Q x N
NOTIFICATION PRIOR TO START OF WORK IS REQUESTED. FLOOD STATEMENT:
PROPOSED 1" TS&V TAP ON PROPOSED 6" FIRE LINE FOR Z U
DOMESTIC SERVICE. SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE o ��
PROPOSED 3/4" TS&V TAP ON PROPOSED 6" FIRE LINE "X" PER COMMUNITY PANEL NO. 48201CO945L DATED O
FOR IRRIGATION SERVICE. JUNE 18, 2007.
PROPOSED REDUCED PRESSURE BACKFLOW PREVENTE (ON FIRM NO 9501
PRIVATE PROPERTY) FOR FIRE SERVICE. INSTALLATION AND REGISTERED ENGINEER: e �ti of TF�r
MAINTENANCE OF THE BACKFLOW DEVICE IS THE RESPONSIBILITY
13 OF THE OWNER. DOUBLE CHECK ACCEPTABLE IN LIEU OF AN RPZ I, PHILLIP E. JOHNSON , A LICENSED PROFESSIONAL
TYPE PROVIDED THE IRRIGATION SYSTEM UTILIZES NO CHEMICAL ENGINEER IN THE STATE OF TEXAS DO HEREBY % PHILLIP EUGENE JOIWSONV
ADDITIVES. RPZ ACCEPTABLE. MUST BE INSTALLED ABOVE GROUND .............................�
PER CITY REQUIREMENTS. CERTIFY THAT THE INFORMATION PRESENTED ON THIS ++4; 58605 .*,& r
MINOR SITE PLAN TRUE AND CORRECT TO THE BEST OF
PROPOSED 1" WATER METER (IN R.O.W.) WITH A RPZ als>a'=
14 BACKFLOW PREVENTOR (ON PRIVATE PROPERTY) FOR MY KNOWLEDGE. /J 9191�_ ,-
DOMESTIC SERVICE.
PROPOSED 5/8 x 3/4 IRRIGATION METER (IN R.O.W.) WITH LANDSCAPING REQUIREMENTS:
15 TOTAL SITE AREA: = 242,73-800 SQ. FT.
A RPZ BACKFLOW PREVENTOR (ON PRIVATE PROPERTY)
REQUIRED LANDSCAPING: = FRONT & SIDES
CONTRACTOR TO MAKE 6" CONNECTION TO SAN SWR PROVIDED LANDSCAPING:
16 MH AND INSTALL 6" WYE FOR FUTURE SERVICE. SENS RD VARIES = 4,786. SQ.FT;
CONTRACTOR TO CONTACTS PUBLIC WORKS FOR WEST PL 8' x 270' = 2,160 SQ. FT;
MANHOLE CONNECTION REQUIREMENTS PRIOR TO THE SOUTH PL 16.6' x 306,53' = 5,088 SQ. FT'
WORK. & 330.46' x 4 = 1,322 SQ, FT; 1`
TOTAL = 13,356 SQ. FT. LO
17 PROPOSED SANITARY SAMPLE WELL (2 TYP)) V r
PROPOSED PARKS OIL / SAND INTERCEPTOR MODEL # PARKING REQUIREMENTS: ~
18 OSCMP - 750; CONC. FILLED BOLLARDS TO BE INSTALLED 4(MIN) & 3/1000 SQ. FT. OFFICE + 1/1500 SQ.FT. NON OFFICE Fx-
AS REQ. BY OWNER. •� REQUIRED PARKING:
19 TWO - 4" CON. FILLED BOLLARDS TO BE INSTALLED AT MINIMUM = 4.0 SPACES //���' ~
Ca'
O EACH BAY OPENING OR AS REQ. BY OWNER. OFFICE 2,750 SQ. FT. = 8.25 SPACES 0�
S-1 16 500 SQ. FT. = 11 SPACES O
APPROXIMATE LOCATION OF PROPOSED POLE MOUNTED ' a
20 ON PREMISE SIGN; SIGN REQUIRES A SEPARATE CITY TOTAL: 19,250 SQ. FT. = 24 REQ. SPACES
PERMIT PRIOR TO INSTALLATION. PARKING PROVIDED: 90' - 9' X 20' = 1 SPACE W/ HC SIGN
PROPOSED 6' CHAIN LINK FENCE; 2 1/2" GALV. METAL 90° - 9' X 20' = 10 SPACES W/ CURB
21
POST; 18" TALL 3 STRAND BARB WIRE 90' - 9' X 20' = 14 SPACES W/ CURB STOPS Q
@APPROXIMATE LOCATION OF PROPOSED 5000 GAL FUEL EMPLOYEE COUNT: SHALL BE DETERMINED. Q 0 O
STORAGE TANK; FUEL TANK REQUIRES A SEPARATE CITY EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER
PERULT PRIOR TO INSTALLATION. MUST COORDINATE WITH CITY OF LA PORTE f) Z
0NOT USED REGARDING PARKING DEVELOPMENT. V Z
PROPOSED 3" CONDUIT FOR ELECTRICAL OR IRRIGATION �
24 NOTES: � m
SERVICE. (10 TYP) 1. THE LOCATION OF THE WATER LINE HAS BEEN OBTAINED FROM BLOCK MAPS O
PROTECTED WATER LINE CROSSING; 1 - SINGLE 20' JOINT AT PROVIDED BY THE CITY OF LA PORTE. THE WATER LINE IS PROBABLY 12 N
25 WL CROSSING. PROVIDE RESTRAINED JOINTS ON SS, SPACED INCHES.
AT LEAST 9 FT HORIZONTALLY FROM CENTERLINE OF WL 2, THE LOCATION OF THE SANITARY SEWER LINE HAS BEEN OBTAINED FROM
26 YARD LIGHTING; MODEL # WLS-FVR-FP-1000-MHR-FG 32' METAL BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE SANITARY SEWER LINE
POLE, 3' BASE; 110000 LUMENS; LLF 0.750; 4 TYPICAL IS PROBABLY 36 INCHES.
27 PROPOSED EQUIPMENT PADS & BOLLARDS FOR AC UNITS; 3. PROPOSED SAN. SWR. LINES TO BE 6" PVC W/ 4" FEED TO BUILDING.
(2 TYP PADS W/ 4 CONCRETE BOLLARDS)
4. PROPOSED SAN. SWR. LINES TO HAVE C.O AT EVERY BEND. MAXIMUM DISTANCE JOB N0.
BETWEEN C.O. NOT TO EXCEED 90'.
5. PROPOSED DOMESTIC WATER LINE TO BE 1". DRWN BY: RC
CKD BY: PEJ
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS 6. PROPOSED IRRIGATION METER TO BE 3 4" x 5/8". FILE: C1.O.dvvg
APPROVED THIS SITE PAN AND DEVELOPMENT OF JACK DOHENY IN
CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE 7. PROPOSED ELECTRICAL AND TEL SERVICES TO BE OVERHEAD TO SITE AND ISSUED: HC&LA PORTE
THEN UNDEGERPUND TO BUILDING.
ORDINANCES OF THE CITY OF LA ORTE DATE: Thu, Feb 09 2012_
8. PROPOSED 1" GAS SERVICE LINE AND METER.
• BY. 9. O LL UM EXTERIOR BUILDING DESIGN DWG: 01
D CTCWLAfORTE STANDARDS - 100 % MASONRY AND/OR GLASS PRODUCTS. REQUIRED ON THREE C O
PLANNING DEPARTMENT SIDES OF BUILDING; NORTH, SOUTH & EAST
//_ 8aoanva2SC�',
s3
J TO CITY
1 .�
^�
00 �
i I
rn AREA NOT TO BEI
N �USED OR ,) E ,
I ( ix V
< INCLUDED IN ale
DEVELOPMENT N Ni I.t
o0 i FEE
40593.33 SQ FT
o I I
z 0.93 ACC
( I W) .I
_--10'SIDE
SETBACK
S 89059'32" W 193.69'
LANDSCAPING LEGEND NORTH
y . ... HYDROSEEDING OR 40' DRAINAGE
V/
EQUIVALENT. EASEMENT
W W W
PROPOSED OAK TREE;
1/ 2" MIN. CALIPER
15 GALLON; 3.5' 3.5'
0' O.C.E.W.; (7 TYP.) TP 21.80
33'
PROPOSED OLEANDER
tb SHRUBS; 4' TALL; 10'
SWPPP LEGEND O.C.E.W. (58 TYP.) SEE
-x FILTER FILTER FABRIC FENCE PROPOSED INDIAN NOTE
HAWTHORN SHRUBS; (� -; ----- --
Fe INLET PROTECTION BARRIER 5 GALLON; 18" TALL; -
T O.C.E.W. (162 TYP.) _-
-
UTILITIES
PROPOSED SANITARY SWR LINE;
- SWR- SWR- 6" PUBLIC SIDE; 4" PRIVATE SIDE
-W-W- PR "W R O E IC E '
- E - E - POP SE EL CT CAL LIN (O EAD 8
-TEL-TEL- PROPOSED TELEPHONE LINE (OVERHEAD &
- GAS - GAS - PROPOSED GAS SERVICE
W.M. PR 0 D A R ETER
TB19.16'-_j
it 3:1
1%
N.G.
-1 TB 19.10
-1
EL 15.08 ' EL 15.08
EL 15.06
SECTION AA
NOTE - ANY SLOPE GREATER THAN 3: I WILL BE STABILIZED WITH VMAX
PERMANENT COMPOSITE TURF REINFORCEMENT: #VMAX3 SC250
v
KEYNOTES # -E51 �f N b
PROPOSED ONE STORY METAL BUILDING W/ EXTERIOR hi IV,
w N N
O1 MASONRY OR GLASS FACADE. FF 22.00. RE: NOTE #9 THIS
SHEET. i i ..::: ` ❑ 04
V)
PROPOSED ONE STORY TRUCK WASH; STRUCTURE TO w
O CONFORM TO THE MINIMUM EXTERIOR BUILDING DESIGN
I
lA STANDARDS - 100 %MASONRY AND/OR GLASS PRODUCTS:' : 1Y
NOTE #9 THIS SHEET; FF 22.00 PROJECT, 06co
Z
E-
1B PROPOSED MAIN BUILDING ENTRANCE LOCATION
n2 PROPOSED 9" CONCRETE; #5 @ 18" O.C.; 4000 PSI; w U Z
/1.1 TT' 'r A TT'."T T TT TT.T ST I1 TlTi TrITT [YT TTII'tTT A TAT:. II if Q/ T TT FT T7�1 T12T
/ 7 r1CL' rti1CLL L11VIP, J 1iID1L11.P LJ C7 V D\TICCIUPG LW 070 L11VIF D I Dltl
WEIGHT COMPACTED TO 95%MAX. DENSITY. r LI F-
t{n� �
PROPOSED SIDEWALK; WIDTH AS NOTED; 4" CONC; 3000 PSI; r CD III
2B #3 @ 15"; 2" SAND 90% STD DENSITY.
PROPOSED 25' WIDE CONCRETE COMMERCIAL DRIVEWAY; 15' - "k �� r �; " Fu Q
fir} , , . - ._.;r.� �i ,-� <. _ �-�rtTi I', to W w
RADIUS RETURNS; 9" CONCRETE; 9" PREPARED LIME 2
STABILIZED SUBGRADE 8 /o LIME; #5 , 12 O.0 .RE: HARRIS J ss + (r ' U) Y
COUNTY STANDARD DRIVEWAY DETAIL. n•
�4 PROPOSED 62 L.F. OF 48" RCP CULVERT. %;`' W
PROPOSED TRASH ENCLOSURE W/ 9" CONCRETE PAD. I.:r �; s eT= z a¢ -
OTRASH ENCLOSURE TO BE 6' TALL CHAIN LINK FENCING - O U = iA
5 WITH PRIVACY SLATS AND TWO 4' GATES. CONIC. FILLED CITY OF LA PORTE Q U �V
ai
BOLLARDS TO BE INSTALLED (7 TYP BOLLARDS) KEY MAP PG: 539-Z a "
PROPOSED VAN ACCESSIBLE PARKING STALL W WALL, U Lu >
O / ZONING (G) GENERAL COMMERCIAL W ❑ w
MOUNTED SIGNAGE. ❑ W
HCAD # 023-129-000-0052 ❑ Q
7 PROPOSED CONIC. WHEEL STOP PARKING BLOCKS
O (7 TYP.). CLP PROJECT # 11-82000025 W
O8 PROPOSED 4" PARKING LOT MARKINGS (TYP.)
TYPE OF DEVELOPMENT: EQUIPMENT SALES, RENTALS,
OPROPOSED STORM SEWER TYPE "A" INLET W/ SKIMME &SERVICE d� tj
9 BOX FOR STORM WATER QUALITY (8 TYP.) co
9A O S To ON- TE DESCRIPTION OF LAND: Z H
j LOT: aLOx; suaomsoN: d
19 20 21B & 22B LA PORTE OUTLOTS F+ "o d-
9B PROPOSED 12"x12" YARD INLET WITH ATRIUM GRATE RECORnAMN: co to � t
� T�
& 8" HDPE FEEDS. (3 TYP.) - HARRIS U w � Co
ADDRESS: CITY: LENDER: > t N
IRECTLY CONNECTED TO 2506 SENS ROAD, LA PORTE TX 77571 LA PORTE - `Z SL � CI
PROPOSED 1,000 GALLON VERTICAL POLY STORAGE TANK (BELOW PURCHASER/OWNER: nRE COMPANY. � � O
9C GROUND ON 6" CONC PAD & SUB PUMP; DO NOT CONNECT TO SAN JACK DOHENY SUPPLIES z 7 0, '
NORTH ARROW & DRAWING SCALE z o
0H10 PROPOSED STORM SEWER MANHOLE & SOILD LID. (1 TYP. 0 20' 40' $0' V O
Lu H
@PR WER TYPE "D" INLET. (2 TYP.) z O Z �D O �
PROPOSED 6" TS&V TAP (BY CONTRACTOR) ON EXISTING WATER � C
LINE FOR FIRE SERVICE. CONTRACTOR TO CONTACT PUBLIC 1 INCH = 40 FT. `� O
12 00
WORKS TO INSPECT THE TS&V CONNECTION. A ONE (1) DAY Q x N
NOTIFICATION PRIOR TO START OF WORK IS REQUESTED. FLOOD STATEMENT:
PROPOSED 1" TS&V TAP ON PROPOSED 6" FIRE LINE FOR Z U
DOMESTIC SERVICE. SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE o ��
PROPOSED 3/4" TS&V TAP ON PROPOSED 6" FIRE LINE "X" PER COMMUNITY PANEL NO. 48201CO945L DATED O
FOR IRRIGATION SERVICE. JUNE 18, 2007.
PROPOSED REDUCED PRESSURE BACKFLOW PREVENTE (ON FIRM NO 9501
PRIVATE PROPERTY) FOR FIRE SERVICE. INSTALLATION AND REGISTERED ENGINEER: e �ti of TF�r
MAINTENANCE OF THE BACKFLOW DEVICE IS THE RESPONSIBILITY
13 OF THE OWNER. DOUBLE CHECK ACCEPTABLE IN LIEU OF AN RPZ I, PHILLIP E. JOHNSON , A LICENSED PROFESSIONAL
TYPE PROVIDED THE IRRIGATION SYSTEM UTILIZES NO CHEMICAL ENGINEER IN THE STATE OF TEXAS DO HEREBY % PHILLIP EUGENE JOIWSONV
ADDITIVES. RPZ ACCEPTABLE. MUST BE INSTALLED ABOVE GROUND .............................�
PER CITY REQUIREMENTS. CERTIFY THAT THE INFORMATION PRESENTED ON THIS ++4; 58605 .*,& r
MINOR SITE PLAN TRUE AND CORRECT TO THE BEST OF
PROPOSED 1" WATER METER (IN R.O.W.) WITH A RPZ als>a'=
14 BACKFLOW PREVENTOR (ON PRIVATE PROPERTY) FOR MY KNOWLEDGE. /J 9191�_ ,-
DOMESTIC SERVICE.
PROPOSED 5/8 x 3/4 IRRIGATION METER (IN R.O.W.) WITH LANDSCAPING REQUIREMENTS:
15 TOTAL SITE AREA: = 242,73-800 SQ. FT.
A RPZ BACKFLOW PREVENTOR (ON PRIVATE PROPERTY)
REQUIRED LANDSCAPING: = FRONT & SIDES
CONTRACTOR TO MAKE 6" CONNECTION TO SAN SWR PROVIDED LANDSCAPING:
16 MH AND INSTALL 6" WYE FOR FUTURE SERVICE. SENS RD VARIES = 4,786. SQ.FT;
CONTRACTOR TO CONTACTS PUBLIC WORKS FOR WEST PL 8' x 270' = 2,160 SQ. FT;
MANHOLE CONNECTION REQUIREMENTS PRIOR TO THE SOUTH PL 16.6' x 306,53' = 5,088 SQ. FT'
WORK. & 330.46' x 4 = 1,322 SQ, FT; 1`
TOTAL = 13,356 SQ. FT. LO
17 PROPOSED SANITARY SAMPLE WELL (2 TYP)) V r
PROPOSED PARKS OIL / SAND INTERCEPTOR MODEL # PARKING REQUIREMENTS: ~
18 OSCMP - 750; CONC. FILLED BOLLARDS TO BE INSTALLED 4(MIN) & 3/1000 SQ. FT. OFFICE + 1/1500 SQ.FT. NON OFFICE Fx-
AS REQ. BY OWNER. •� REQUIRED PARKING:
19 TWO - 4" CON. FILLED BOLLARDS TO BE INSTALLED AT MINIMUM = 4.0 SPACES //���' ~
Ca'
O EACH BAY OPENING OR AS REQ. BY OWNER. OFFICE 2,750 SQ. FT. = 8.25 SPACES 0�
S-1 16 500 SQ. FT. = 11 SPACES O
APPROXIMATE LOCATION OF PROPOSED POLE MOUNTED ' a
20 ON PREMISE SIGN; SIGN REQUIRES A SEPARATE CITY TOTAL: 19,250 SQ. FT. = 24 REQ. SPACES
PERMIT PRIOR TO INSTALLATION. PARKING PROVIDED: 90' - 9' X 20' = 1 SPACE W/ HC SIGN
PROPOSED 6' CHAIN LINK FENCE; 2 1/2" GALV. METAL 90° - 9' X 20' = 10 SPACES W/ CURB
21
POST; 18" TALL 3 STRAND BARB WIRE 90' - 9' X 20' = 14 SPACES W/ CURB STOPS Q
@APPROXIMATE LOCATION OF PROPOSED 5000 GAL FUEL EMPLOYEE COUNT: SHALL BE DETERMINED. Q 0 O
STORAGE TANK; FUEL TANK REQUIRES A SEPARATE CITY EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER
PERULT PRIOR TO INSTALLATION. MUST COORDINATE WITH CITY OF LA PORTE f) Z
0NOT USED REGARDING PARKING DEVELOPMENT. V Z
PROPOSED 3" CONDUIT FOR ELECTRICAL OR IRRIGATION �
24 NOTES: � m
SERVICE. (10 TYP) 1. THE LOCATION OF THE WATER LINE HAS BEEN OBTAINED FROM BLOCK MAPS O
PROTECTED WATER LINE CROSSING; 1 - SINGLE 20' JOINT AT PROVIDED BY THE CITY OF LA PORTE. THE WATER LINE IS PROBABLY 12 N
25 WL CROSSING. PROVIDE RESTRAINED JOINTS ON SS, SPACED INCHES.
AT LEAST 9 FT HORIZONTALLY FROM CENTERLINE OF WL 2, THE LOCATION OF THE SANITARY SEWER LINE HAS BEEN OBTAINED FROM
26 YARD LIGHTING; MODEL # WLS-FVR-FP-1000-MHR-FG 32' METAL BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE SANITARY SEWER LINE
POLE, 3' BASE; 110000 LUMENS; LLF 0.750; 4 TYPICAL IS PROBABLY 36 INCHES.
27 PROPOSED EQUIPMENT PADS & BOLLARDS FOR AC UNITS; 3. PROPOSED SAN. SWR. LINES TO BE 6" PVC W/ 4" FEED TO BUILDING.
(2 TYP PADS W/ 4 CONCRETE BOLLARDS)
4. PROPOSED SAN. SWR. LINES TO HAVE C.O AT EVERY BEND. MAXIMUM DISTANCE JOB N0.
BETWEEN C.O. NOT TO EXCEED 90'.
5. PROPOSED DOMESTIC WATER LINE TO BE 1". DRWN BY: RC
CKD BY: PEJ
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS 6. PROPOSED IRRIGATION METER TO BE 3 4" x 5/8". FILE: C1.O.dvvg
APPROVED THIS SITE PAN AND DEVELOPMENT OF JACK DOHENY IN
CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE 7. PROPOSED ELECTRICAL AND TEL SERVICES TO BE OVERHEAD TO SITE AND ISSUED: HC&LA PORTE
THEN UNDEGERPUND TO BUILDING.
ORDINANCES OF THE CITY OF LA ORTE DATE: Thu, Feb 09 2012_
8. PROPOSED 1" GAS SERVICE LINE AND METER.
• BY. 9. O LL UM EXTERIOR BUILDING DESIGN DWG: 01
D CTCWLAfORTE STANDARDS - 100 % MASONRY AND/OR GLASS PRODUCTS. REQUIRED ON THREE C O
PLANNING DEPARTMENT SIDES OF BUILDING; NORTH, SOUTH & EAST
//_ 8aoanva2SC�',
NORTH
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40' DRAINAGE .
EASEMENT PROJECT
3.1' 6.9' 93.5' 111.2' 29.4' 30, TO CITY i LOCATION
m ..
INLET ( 3.51 3 5'
9" CONCRETE #5 @ 18" O.0 TG 20.80r
TP 21.80 4000 PSI FF 22.00 FF 22.00 FL 16.37 18" I 33'rA
r I
TP 21.80
E1
I I __� -_ I I I _ i i ! � • - Q x " •..- v • - ..:._r'.:1..:? .. .�'�+' .r . Tc�'f'� 1 f�!
I J RE: FOUNDATION
- PLANS SEE , -
N.G. N.G. 19.12 _ _I _
2:1 SIDE SLOPE. 9" PREPARED - 1 I �= N.G. ,1.. I, a
- NOTE
�- --III_-'
-------- ---- -- --- ---- ----- - ----- - ------ LIME STABILIZED
- l
SEE NOTE # 1 _----------------- -- - -- - - _. �_-_-_ i_
# 1 N.G. �' I ;, h z
-- -- SUBGRADE -~-1 I I , " tT, - - �'_=;- CITY OF LA PORTE °
4.1 @ 8% LIME BY I- I = -
DRY WEIGHT ';--1 i i---� ' � I I a
-j KEY MAP PG: 539-Z
DITCH ZONING (G) GENERAL COMMERCIAL
BOTTOM I w
FL 18.34 18" HDPE Cj 155.66 L.F. WEST OF THE - 3:1 HCAD # 023-129-000-0052
FL 16.68 NORTHEAST PROPERTY CORNER
' - CLP PROJECT # 11-82000025 W
1. ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED 1% cl�
WITH VMAX PERMANENT COMPOSITE TURF TYPE OF DEVELOPMENT: EQUIPMENT SALES, RENTALS,
REINFORCEMENT; #VMAX3 SC250 & SERVICE d� m
EL 15.08 EL 15.06 EL 15.08 W
DESCRIPTION OF LAND: v F
a`
WEST LOT: BLOCK,Saaolhsl0": - d
19 20 21B & 22B - LA PORTE OUTLOTS � sE-+ t0 d-
RECOROA➢O,L CW"T1:
6.5' HARRIS _U\ r4 N W
AOORESS: CITY: IEINER: / I N
2506 SENS ROAD, LA PORTE TX 77571 LA PORTE - S1i 5•+ N
69.8' 79.7' 7 8' PURCMASM OWNER:COMPANY: �
9. 79.7 � tItLE �
JACK DOHENY SUPPLIES @ v
TP 21.80 #5 18 O.0 NORTH ARROW & DRAWING SCALE O Z >
o
/TP 21.80 9" CONCRETE; 1.5' 1' TP 21.80 H v O o
4000 PSI 0 20 40 80 a E
TP 20.94 I TP 20.94 °z O
-T _.T--.._,--• ,_ ----r -T----.'r' --1----ram I T°-'----a.--____-_-z O H
2:1 --_-1INCH= 40FT. xU)
N.G. 19.42 _ 'y U O 00
FLOOD STATEMENT: CO W
SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE o
"X" PER COMMUNITY PANEL NO. 48201CO945L DATED O
9" PREPARED LIME JUNE 18, 2007. FIRM NO 9501
STABILIZED SUBGRADE ..�
@ 8% LIME BY DRY WEIGHT REGISTERED ENGINEER: ge�ti of .TF�®
I COMPACTED TO 95% MAX. DENSITY.
r q yr V
I, PHILLIP E. JOHNSON A LICENSED PROFESSIONAL
I ENGINEER IN THE STATE OF TEXAS DO HEREBY iP=miireucsi3Ejo'riiisoN�
CERTIFY THAT THE INFORMATION PRESENTED ON THIS 58605 V
94.14 L.F. NORTH OF THE MINOR SITE PLAN TRUE AND CORRECT TO THE BEST OF '���''� jCENSE°' ��-'
SOUTHWEST PROPERTY CORNER MY KNOWLEDGE.
II/2i/IS
1. ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED LANDSCAPING RE WITH VMAX PERMANENT COMPOSITE TURF QUIREMENTS:
REINFORCEMENT; #VMAX3 SC250 U TOTAL SITE AREA: = 242,738.00 SQ. FT.
�O REQUIRED LANDSCAPING: = FRONT & SIDES
(_ PROVIDED LANDSCAPING:
NORTH ROAD O NORTH SENS RD VARIES = 4,786. SQ.FT;
I� EDGE U WEST PL. 8' x 270' = 2,160 SQ. FT;
1'L SOUTH PL 16.6' x 306.53' = 5,088 SQ. FT'
(sQ & 330.46' x 4 = 1,322 SQ. FT; h
73.821.3' 29.3' TOTAL = 13,356 SQ. FT. LO
SIDEWALK; 4" CONC; 5' 32.5' 32.5' 10.4' 5.2' -6-1 ti
3000 PSI; #3 151, PARKING REQUIREMENTS: U
#5 @ 18" O.0 50.6' 2" SAND @ " CONCRETE; 2 /o ° MAX SLOPE I 4(MIN) & 3/1000 SQ. FT. OFFICE + 1/1500 SQ.FT. NON OFFICE Q� X
9 •-� H
TP 21.80 4000 PSI ( REQUIRED PARKING: H V J
9" CONCRETE; FF 22.00 TP 21.80 MINIMUM = 4.0 SPACES F-
TC 21.90 OFFICE 2,750 SQ. FT. = 8.25 SPACES O
on TP 21.28 \ 4000 PSI TP 21.40 TP 21.15 S-1 16,500 SQ. FT. = 11 SPACES
RE: FOUNDATION CL
1 \` TOTAL: 19,250 SQ. FT. = 24 REQ. SPACES %'+ O_
m -_T-- PLANS Q
to
z Z=222'
' ;
I
cd
9" PREPARED /11
STABILIZED
N.G.
y
-
SUBGRADE----------------
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@ 8% LIME BY
--, ��
DRY WEIGHT
, I
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62 L.F. OF
o
SOUTHERN DRIVEWAY
24" RCP
CULVERT.
ti
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6
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LIME STABILIZED INLET
SUBGRADE TG 21.15
@ 8% LIME BY FL 16.26 (24")
DRY WEIGHT
PARKING PROVIDED: 90° - 9' X 20' = 1 SPACE W/ HC SIGN
90° - 9' X 20' = 10 SPACES W/ CURB
'0
♦ 1
t,J
'
90° - 9' X 20' = 14 SPACES W/ CURB STOPS
Q
W
2:1
EMPLOYEE COUNT: SHALL BE DETERMINED.
Q 0
EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER
CD
MUST COORDINATE WITH CITY OF LA PORTE
Y in
-- - ---- TB 17.89
REGARDING PARKING DEVELOPMENT.
Z
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1-4:1
NOTES:
cU
O
1. THE LOCATION OF THE WATER LINE HAS BEEN OBTAINED FROM BLOCK MAPS
Liz
N
PROVIDED BY THE CITY OF LA PORTE, THE WATER LINE IS PROBABLY 12
FL 16.58 I
INCHES.
2. THE LOCATION OF THE SANITARY SEWER LINE HAS BEEN OBTAINED FROM
BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE SANITARY SEWER LINE
IS PROBABLY 36 INCHES,
3. PROPOSED SAN. SWR. LINES TO BE 6" PVC W/ 4" FEED TO BUILDING.
4. PROPOSED SAN. SWR. LINES TO HAVE C.O AT EVERY BEND. MAXIMUM DISTANCE JOB NO.
BETWEEN C.O. NOT TO EXCEED 90'. DRWN BY: RC
1. ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED 5. PROPOSED DOMESTIC WATER LINE TO BE V. CKD BY: PEJ
WITH VMAX PERMANENT COMPOSITE TURF
REINFORCEMENT; 4VMAX3 SC250 6. PROPOSED IRRIGATION METER TO BE 3/4" x 5/8" FILE: C3.0.dwg
ISSUED: HC&LAPORTE
7. PROPOSED ELECTRICAL AND TEL SERVICES TO BE OVERHEAD.
DATE: Tue, Nov 15 2011
8. NO GAS SERVICE PROPOSED.
DWG: 02
9. PROJECT SHALL CONFORM TO THE MINIMUM EXTERIOR BUILDING DESIGN A . O
STANDARDS - 100 % MASONRY AND/OR GLASS PRODUCTS. REQUIRED ON THREE`, Jj
SIDES OF BUILDING; NORTH, SOUTH & EAST
FRONT CT, NTER2 OF
PROPOSED BUILDING
I
f
TG 18.6,E
FL 17.65
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13 I W , 14 , :a.LL
WATER DETAIL
N 90'00'00" W - 306.53'
COMMERCIAL
i = b/(d+TC)Ae
C = 0.75 for Concrete
i = 6.64 & A is in acres therefore O is in cubic feet ner second tcfsl
a=u -- vc,c,.vi •� t• � � .-. � � t• � L4 94._0 L #,90 ': . - ..' I -` I V`3� Tr.i `w av , cr vuYi �v i�viu a.+a:iiYvaa i. -
v V PROPOSED 25'WIDE CONCRETE COMMERCIAL DRIVEWAY; 15'
INAGE EASMENT RADIUS RETURNS; 9CONCRETE; 9PREPARED LIME F �°I��. r I • l_ f � �� CITY -OF -LA FORTE --- --------- --- --- ----------------- - - ---- ----
STABILIZED SUBGRADE @ 8% LIME; #5 @ 12" O.0 .RE: HAMS
50 L: • A2 ! ( I COUNTY STANDARD DRIVEWAY DETAIL. p
uE -: I. , 2.1. 0: o: ol., , ;T 2.i.8 PROPOSED 62 L.F. OF 48" RCP CULVERT.
4. -. •n. iaSi:F,• N 4} 4 i PROPOSED TRASH ENCLOSURE W/ 9 CONCRETE PAD.
• QAQ= o.ao57- r1 .18" HDPE ' 21' F x 1 5 TRASH ENCLOSURE TO BE 6' TALL CHAIN LINK FENCING O
� z.o� eEs .: 23• - � ••
VOLs716.o0. b ~. Ca o.0082 w w O R15' O WITH PRIVACY SLATS AND TWO 4' GATES. CONIC. FILLED CITY OF LA FORTE
24 • • ....:.. _; • TG 20.47. M tv ¢ g 3 : 11: BOLLARDS TO BE INSTALLED (7 TYP BOLLARDS) KEY MAP PG: J39-Z
10
FL•16.37' 27 ` rn �.iN" I U
;.• ' c.o: }' � c o. C.(. • �_ '15•`90(N)^?. PROPOSED VAN ACCESSIBLE PARKING STALL W/ WALL ZONING (G) GENERAL COMMERCIAL CD
r. J ` `. '':16: ,0($) , 4 I .. '15, n. MOUNTED SIGNAGE. LLI
T ® (]
00 ! I i HCAD # 023-129-000-0052
19 6 $i 4•0 2B ! O PROPOSED CONC. WHEEL STOP PARKING BLOCKS
Q ,.-* -q01 2+'"HDP N i >
" LEDGE IY" LEDGE ']„ HRICKLEDGE ..� I T: 01.003' -LX ,p j I' 15 I (7 TYP.). _ CLP PROJECT # 11-82000025 ,
25'' : ' So' EXPOSED SLAB 175' S125' ( o j O PROPOSED 4" PARKING LOT MARIGNGS (TYP.)
13 COLOR TBD BY OWNER. TYPE OF DEVELOPMENT: EQUIPMENT SALES, RENTALS, 0
PROPOSED :x w ! 12 „ „ & SERVICE ID
2 FV FW Fv O9 PROPOSED STORM SEWER TYPE A INLET. (8 TYP.) -+ co
175'x110' u,
T J21. 5. • s ' 2 W PROPOSED GRATE INLET TO BE CONNECTED TO ON -SITE DESCRIPTION OF LAND: H
ONE STORY o 9A rn
Ul 1B ;FL 16i� ,I W O OIL / SAND INTERCEPTOR. (1 TYP.) LOT: DLOM S09DPASION:
BUILDING
< a Y R 9 220�21B & 22B LA PORE OUTLOTS E~ t0 d
x FF 22.00 ' 4s F.. I 9B PROPOSED 12"x12" YARD INLET WITH 8" HDPE FEEDS.
a 24 Qo .8,11 PE Ix, O (3TYP.) - HARRIS 1� U W N 00
ll 1 i �. ADDRESS: CITY: LENDER: % i N
ov' o.. V ��r' 7OU ! 1 PROPOSED TYPE "A" INLET TO BE DIRECTLY CONNECTED TO 2506 SENS ROAD, LA PORTE TX 77571 LA PORTE - _ �/ CV
19 / �° TG 16.Q0 I 9C PROPOSED 1,000 GALLON VERTICAL POLY STORAGE TANK PuncnAseR OwNt TITLE COMPANY. � co
Q = JACK DOHENY SUPPLIES
:--nr •SVR 'SVR • R $ SWR`
R GATE 2P2 .80.. : FL 16 L. (BE AD) & PUMP; DO NO Z
-. __, _ a I j O CONNECT TO SAN OR STORM LINE (1 TYP.) P O a lr
T
C. c.o. c o.. ;: `p NORTH ARROW & DRAWING SCALE o
5 N N j .i lLY W 10 PROPOSED STORM SEWER MANHOLE & LID. (1 TYP.) x O x 0
:7 :3 tl' : :v .. r4is :. :, j :-�r 1, :I I i., O 0 20' 40' 80' a Hco
TP ; 80 :. '� �• i� _(I Q i `. > 11 PROPOSED STORM SEWER TYPE "D" INLET. (2 TYP.} �t ,� z O � O rn
w �,r m K .F FL d • 0�0 148 L,F. TP.20.80 `• R15 [) d
TiDPE r ^ O O H
18 Ipg r �$" HDPE"- pe .FL•36:45 ' 24 3 PROPOSED 6" TS&V TAP BY CONTRACTOR ON EXISTING WATER - (/)
1•3 w a. - @ 0.003 W W O N0 LINE FOR FIRE SERVICE. CONTRACTOR TO CONTACT PUBLIC 1 INCH = 40 FT. U O -� p•
(~ O' ' 9 ✓ F S4 10 A E : A • 'N:I- M.E.G. i ® G 12 WORKS TO INSPECT THE TS&V CONNECTION. A ONE (1) DAY N
u • S3 . .. .-- cV ' ' ` cV 'Dq..i ' EL, 9 (
rn ! NOTIFICATION PRIOR TO START OF WORK IS REQUESTED. FLOOD STATEMENT: fsl
w HC = 0,352 '.. 4 = 1_RS CF3' ; o F
:. ,24: -u 4 = 1.?s:crs VoLe,ass.00 • . h PROPOSED 1" TS&V TAP ON PROPOSED 6" FIRE LINE FOR U
5. _. 2b :. ... VOL.6,928.Ot1 .... _-... '... ...I' ,'•.." '.•: •� •. •' :3: PROPOSED
'I !
Z
u TP 21 Oc 2:1' T25"21.80� 20 •I R15'`` DOMESTIC SERVICE. Id -SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE
VR SV----.R.r SWR SVR---VR 1d - ' '-Sv - •S - - VR--'VR' - - -x v'! �•p , W ® PROPOSED 3/4" TS&V TAP ON PROPOSED 6" FIRE LINE "X" PER COMMUNITY PANEL NO. 48201C0945L DATED �' O -
-2F,. - x�--t " -�� n I �'! I I 2 FOR IRRIGATION SERVICE. '-I
• JUNE 18 2007.
TG 18.00 9B 59 L.F. 18 - 1 3 ,
N 90°00'00" W _ 137.00' I FL 16.80 10" HDPE I - %� ! 16 ", I PROPOSED REDUCED PRESSURE BACKFLOW PREVENTOR (ON FIRM NO 9501
@ 0.006 ( J i� l T PRIVATE PROPERTY) FOR FIRE SERVICE. INSTALLATION AND REGISTERED ENGINEER: �ti of rF t,
MAINTENANCE OF THE BACKFLOW DEVICE IS THE RESPONSIBILITY �� •'' 9 i
COMMERCIAL I ) I I 13 - c t r
y; , :s 1
Intensity
AREA
TO
C
100 Year
A
Q Ofs
North roe
N1
Inlet
0.75
6.64
0.4944
2.46
N2
Inlet
0.75
6.64
0.4944
2.46
_
N3
Inlet
1 0.75
6.64
0.4067
2.03
South tine
Si
Inlet
0.75
6.64
0.4944
1 2.46
S2
inlet
0.75
6.64
OAS44
2.46
S3
Inlet
0.76
6.64
0.3523
1.75
S4
Inlet
0.75
6.64
0.3523
1.75
S5
Inlet
0.76
6.64
0.1768
0.88
Hutiding
B1
Inlet
0.75
6.64
0.3472
1.73
B2
Inlet
0.76
6.64
0.3472
1.73
Cumulative
Pipe
Pipe
Pipe Area
Roughness
Hydraulic
Pipe
Mac Pipe Cap.
Velocity
Inlet
to
Inlet
0 (CfS1
Diameter
Type
In S.F.
Factor
Radius
Slope
0 fefsl
Vff/sl
N1
N2
2.46
12
Nare
0.785
1 0.011
02500
0,0042
2.718
3.46
N2
N3
4.92
18
HOPE
1.767
0.011
0.3750
1 0.0019
5.342
3.02
N3
MH
6.95
18
HOPE
1.767
0.011
0.3750
0.0032
7.023
3.97
B1
MH
1.73
10
HOPE
0.545
0.011
02083
0.0060
2.006
3,68
St
_
52
2.46
12
HOPE
0.785
0.011
02500
0.0042
2.729
3.47
S2
S3
4.92
18
HDPE
1.767
0.011
0.3750
0.0019
5.342
3.02
S3
S4
6.68
18
HOPE
1367
0.011
0.3750
0,003
6.800
3.85
S4
SS
8.43
24
HOPE
3.142
0.011
0.5000
0.0019
11.505
3.66
B2
S5
1.73
10
HDPE
0.645
0.011
02083
0.0060
2.006
3.68
S5
MH
11.04
24
ra>PE
3.142
0.011
0,5000
0.0019
11.505
3.66
MH
OUT
19.72
36
HDPE
7.069
0.011
1 0.7500
0.0010
1 24.927
3.53
( ! OF THE OWNER. DOUBLE CHECK ACCEPTABLE IN LIEU OF AN RPZ _ l ( = ! I I, PHILLIP E. JOHNSON A LICENSED PROFESSIONAL%,*
r x TYPE PROVIDED THE IRRIGATION SYSTEM UTILIZES NO CHEMICAL ENGINEER IN THE STATE OF TEXAS DO HEREBY / i
..................... .
�PHH.LIPEUGENEJOHNSON
ADDITIVES. RPZ ACCEPTABLE. MUST BE INSTALLED ABOVE GROUND + i
I PER CITY REQUIREMENTS. CERTIFY THAT THE INFORMATION PRESENTED ON THIS ++ SEGOS :w�,r
MINOR SITE PLAN TRUE AND CORRECT TO THE BEST OF l tf1O`titICENvSE�'ti PROPOSED 1" WATER METER (IN R.O.W.) WITH RPZ hssi' . i=
14 BACKFLOW PREVENTOR ON PRIVATE PROPERTY) MY KNOWLEDGE. h�
AREA NOT TO BE I I ( RTY) FOR
o USED OR ( ' I III O DOMESTIC SERVICE. n/IS/I1
INCLUDED IN m °ah I I O PROPOSED 5/8 x 3/4 IRRIGATION METER (IN R.O.W.) WITH LANDSCAPING REQUIREMENTS:
wI NI N NI I' i't' (J I 15 TOTAL SITE AREA: _ 242,738.00 SQ. FT.
o DEVELOPMENT A RPZ BACKFLOW PREVENTOR (ON PRIVATE PROPERTY)
I FEE REQUIRED LANDSCAPING: = FRONT & SIDES
o I 40593.33 SQ FT / I r. I I - CONTRACTOR TO MAKE 6" CONNECTION TO SAN SWR PROVIDED LANDSCAPING:
0.93 AC ( I i I 16 MH AND INSTALL 6 WYE FOR FUTURE SERVICE. SENS RD VARIES = 4,786. SQ.FT;
�.-r i CONTRACTOR TO CONTACTS PUBLIC WORKS FOR WEST PL 8' x 270' = 2,160 SQ. FT;
z 3 '� MANHOLE CONNECTION REQUIREMENTS PRIOR TO THE SOUTH PL 16.6' x 306.53' = 5,088 SQ. FT'
I I I WORK. & 330.46' x 4 = 1,322 SQ. FT,
! TOTAL. = 13,356 SQ. FT. LO
PROPOSED SANITARY SAMPLE WELL (2 TYP)
PROPOSED PARKS OIL / SAND INTERCEPTOR MODEL # ; PARKING REQUIREMENTS: V ~
OSCMP - 750; CONIC. FILLED BOLLARDS TO BE INSTALLED 4(MIN) & 311000 SO. FT. OFFICE + 111500 SO.FT. NON OFFICE Q�
I C_ AS REQ. BY OWNER. •�'
REQUIRED PARKING: 0 W
- - - - - - - sEilIDcx- - - - - - - ; O TWO - 4" CONC. FILLED BOLLARDS TO BE INSTALLED AT
19 EACH BAY OPENING OR AS REQ. BY OWNER. OFFICEM 2,750 SQ. FT. = 8.25 SPACES
S 89°59'32" W 193.69' f
S-1 16,500 SQ. FT. = 11 SPACES O
APPROXIMATE LOCATION OF PROPOSED POLE MOUNTED B'
LANDSCAPING LEGEND NORTH 20 ON PREMISE SIGN; SIGN REQUIRES A SEPARATE CITY TOTAL: 19,250 SQ. FT. = 24 REQ. SPACES C:
PERMIT PRIOR TO INSTALLATION. '^
40' DRAINAGE � PARKING PROVIDED: 90° - 9' X 20' = 1 SPACE W/ HC SIGN
W W W y HYDROSEEDING OR - 21 .PROPOSED 6' CHAIN LINK FENCE; 2 1/2" GALV. METAL 90° - 9' X 20' = 10 SPACES W/ CURB 0
EQUIVALENT. EASEMENT POST; 18" TALL 3 STRAND BARB WIRE 90° - 9' X 20' = 14 SPACES W/ CURB STOPS O Q
TO CITY APPROXIMATE LOCATION OF PROPOSED 5000 GAL FUEL O
PROPOSED OAK TREE' EMPLOYEE COUNT: SHALL BE DETERMINED.
22 STORAGE TANK; FUEL TANK REQUIRES A SEPARATE CITY 0 w O
2" MIN. CALIPER EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER
PERMIT PRIOR TO INSTALLATION. MUST COORDINATE WITH CITY OF LA PORTE Y 00 z
15 GALLON; 3.5' 3.5' PROPOSED STORM WATER QUALITY FEATURE ( 1 TYP.) REGARDING PARKING DEVELOPMENT. Z
0' O.C.E.W.; (7 TYP.) W c
TP 21.80 33' 23 ADS MODEL #3620WQA36 & BI-PASS INLET W/ A M U) G
PROPOSED OLEANDER ( TREATABLE FLOW RATE OF 1.50 CFS; REQUIRED TREAT NOTES:
SHRUBS- 4' TALL• 10' FLOW RATE FOR 5.57 AC IS = 5.57x 0.80 x 0.27 = 1.20 CFS p
DETENTION SUMMARY SWPPP LEGEND O.C.E.W. (58 TYP') 11.1 PROPOSED 3" CONDUIT FOR ELECTRICAL OR IRRIGATION 1. THE LOCATION OF THE WATER LINE HAS BEEN OBTAINED FROM BLOCK MAPS to
AREA SERVICED: 5.57 ACRES. SEE 24 SERVICE. (10 TYP) PROVIDED BY THE CITY OF LA PORTE. THE WATER LINE IS PROBABLY 12 CV
FF FILTER FABRIC FENCE PROPOSED INDIAN NOTE N.G.NCHES.
DETENTION STORAGE RATE: 0.45 AC-FT/AC. - _PROTECTED WATER LINE CROSSING; 1 - SINGLE 20 JOINT AT
HAWTHORN SHRUBS- DETENTION VOL. REQUIRED: 2.5065 AC -FT. - ----" --- --- 25 WL CROSSING. PROVIDE RESTRAINED JOINTS ON SS, SPACED 2. THE LOCATION OF THE SANITARY SEWER LINE HAS BEEN OBTAINED FROM
DETENTION VOL. PROVIDED: 2.5987 AC -FT. IPe 5 GALLON; 18" TALL; ) AT LEAST 9 FT HORIZONTALLY FROM CENTERLINE OF WL BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE SANITARY SEWER LINE
INLET PROTECTION BARRIER IS PROBABLY 36 INCHES.
DETENTION PROVIDED: PARKING LOT 2' O.C.E.W. (162 TYP.) _ 26 YARD LIGHTING; MODEL # WLS-FVR-FP-1000-MHR-FG 32 METAL
AREA N1&S 1 TB 19.16 j ( TB 19.10 O POLE, 3' BASE; 110000 LUMENS; LLF 0.750; 4 TYPICAL 3. PROPOSED SAN. SWR. LINES TO BE 6" PVC W/ 4" FEED TO BUILDING.
(EL 21.80 - EL 20.80) = 20,189.0 CU. FT. UTILITIES I I - PROPOSED EQUIPMENT PADS & BOLLARDS FOR AC UNITS; JOB NO.
AREAS N2&S2 PROPOSED SANITARY SWR LINE; i I I 27 ' 4. PROPOSED SAN. SWR. LINES TO HAVE C.O AT EVERY BEND. MAXIMUM DISTANCE --
- SWR- SWR- 1 (2 TYP PADS W/ 4 CONCRETE BOLLARDS) BETWEEN C.O. NOT TO EXCEED 90'.
(EL 21.80 - EL 20.80) = 20,604.0 CU. FT. 6" PUBLIC SIDE; 4" PRIVATE SIDE 3:1 DRWN BY: RC
AREAS S3&S4 i ` - 5. PROPOSED DOMESTIC WATER LINE TO BE 1^. CKD BY: PEJ
(EL 21.80 - EL 20.80) = 13,823.0 CU. FT. _w -w PROP. 1 "WATERLINE FOR THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
AREAS S5 DOMESTIC SERVICE 1% APPROVED THIS SITE PAN AND DEVELOPMENT OF JACK DOHENY IN 6. PROPOSED IRRIGATION METER TO BE 3/4" x 5/8^. FILE: C1.O.dwg
(EL 21.80 - EL 21.15) = 2,350.0 CU. FT. - E - E - PROPOSED ELECTRICAL LINE (OVERHEAD) I CONFORMANCE WITH THE LAWS OF THE. STATE OF TEXAS AND THE ISSUED: HC&LA PORTE
AREAS N3 -TEL - TEL - PROPOSED TELEPHONE LINE OVERHEAD EL 15.08 ORDINANCES OF THE C TY OFJORTE 7• PROPOSED ELECTRICAL AND TEL SERVICES TO BE OVERHEAD.
(OVERHEAD) EL 15.08 ' DATE: Tue, Nov 15 2011
(EL 21.80 - EL 20.80) = 51716.0 CU. FT. EL 15.06 8. NO GAS SERVICE PROPOSED.
TOTAL PARKING LOT = 62,682.00 CU.FT. cns-cas- GAS SERVICE NOT PROPOSED DWG: 01
SECTION AA a( BY:
DITCH SECTION 9. PROJECT SHALL CONFORM TO THE MINIMUM EXTERIOR BUILDING DESIGN
W.M. PROPOSED WATER METER NOTE - ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED WITH VMAl IRECT R, PORTE STANDARDS- 100 % MASONRY AND/OR GLASS PRODUCTS. REQUIRED ON THREE
81.22 S.F. X 622 L.F = = 50,518.84 CU. FT. PERMANENT COMPOSITE TURF REINFORCEMENT; #VMAX3 SC250 �% PLANNING DEPARTMENT SIDES OF BUILDING; NORTH, SOUTH & EAST • O