HomeMy WebLinkAboutJACK DOHENY PROJECT SITE PLAN (2)m
a 06
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Ca
9B
TG 18.6E
FL 17.65
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CrLLI
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N 90000'00" W - 306.53'
- -- -- - - -- - ` y COMMERCIAL
i = b/(d+TC)Ae
C =.0.75 for Concrete
i = 6.64 & A is in acres therefore O is in cubic feet tier second (cfs)
CALLED TRACT II
2.6860 ACRE
HCCF #20080098204
COMMERCIAL
C Unoc111 Gx+ 'E7 t7r1 not
1 �T
/�
T'1; 7 A 0 TU' D A V' T %U%PP A TT A
i
COMMERCIAL
Intensity
AREA
TO
C
100 year
A
Q cfs
North rme
N1
Inlet
1 0.75
6.64
0.4944
2.46
-
N2
Inlet
0.75
6.64
0.4944
2.46
N3
Inlet
0.75
6.64
0.4067
2.03
South Line
S1
Inlet
0.75
6.64
0.4944
2.46
S2
Inlet
0.75
1 6.64
0.4944
2.46
S3
Inlet
0.75
6.64
0.3523
1.75
$4
Inlet
0.75
6.64
0.3523
1.75
S5
Inlet
0.75
6.64
0.1768
0.88
Building
131
Inlet
0.75
1 6.64
0.3472
1.73
B2
Inlet
0.75
6.64
0.3472
1.73
Cumulative
Pipe
Pipe
Pipe Area
Roughness
Hydraulic
Pipe
Max Pipe Cap.
Velocity
Inlet
to
Inlet
a cfs
Diameter
Type
In S.F.
Factor
Radius
slope
Q WS)
V(fls)
N1
N2
2.46
12
HOPE
0.785
0.011
0.2500
0.0042
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
B1
MH
1.73
10
HOPE
0.545
0.011
0.2083
0.0060
2.006
3.68
S1
S2
2.46
12
HOPE
0.785
0.011
0,2500
0.0042
2,729
3.47
S2
S3
4.92
18
HOPE
1.767
0.011
0.3750
0.0019
5.342
3.02
S3
_
S4
6.68
18
HOPE
1.767
0.011
0,3750
0,003
6.800
3.85
S4
85
8.43
24
HOPE
3.142
0.011
0.5000
0.0019
11.505
3.66
B2
S5
1.73
10
HOPE
0,545
0.011
0.2083
0.0060
2.006
3.68
S5
MH
11.04
24
HOPE
3.142
0.011
0.5000
0.0019
11.505
3.66
MH
OUT
19.72
36
HOPE
1 7.069
0.011
0.7500
0.0010
1 24.927
1 3.53
AREA NOT TO BE
USED OR
INCLUDED IN
DEVELOPMENT
FEE
40593.33 SQ FT /
0.93 AC
KEYNOTES
PROPOSED ONE STORY METAL BUILDING W/ EXTERIOR r ) H
1 I RE: NOTE #9 THIS
MASONRY OR GLASS FACADE. FF 22.00.
SHEET. ,
a,
PROPOSED ONE STORY TRUCK WASH; STRUCTURE TO 4
GCONFORM TO THE MINIMUM EXTERIOR BUILDING DESIGN °
STANDARDS - 100 /a MASONRY AND/OR GLASS PRODUCTS:
NOTE #9 THIS SHEET, FF 22.00 PR07ECT r
1B PROPOSED MAIN BUILDING ENTRANCE LOCATION k �'
V
' PROPOSED 9" CONCRETE; #5 ct 18" O.C.; 4000 PSI; dtdtdt
2 9" PREPARED LIME STABILIZED SUBGRADE @ 8% LIME BY DRY • r > `'
WEIGHT COMPACTED TO 95% MAX. DENSITY.hz
PROPOSED SIDEWALK; WIDTH AS NOTED; 4" CONC; 3000 PSI;
#3 @ 15"• 2" SAND 90% STD DENSITY.
t
PROPOSED 25 WIDE CONCRETE COMMERCIAL DRIVEWAY; 15�
• , ,s� r�'u
F RADIUS RETURN " CONCRETE; 9
S• 9 PREPARED LIME
i G
I STABILIZED SUBGRADE @ 8 /o L::ME; #5 @ 12 O.0 .RE: HARRIS
COUNTY STANDARD DRIVEWAY DETAIL.
�1.
PROPOSED 62 L.F. OF 48" RCP CULVERT. � ' �,Ir, �C• . ,�,�+ ' `
i PROPOSED TRASH ENCLOSURE W 9" CONCRETE PAD. • i
/
z
O TRASH ENCLOSURE TO BE 6' TALL CHAIN LINK FENCING
R15' CITY OF LA PORTS 0
' WITH PRIVACY SLATS AND TWO 4' GATES. CONC. FILLED
BOLLARDS TO BE INSTALLED (7 TYP BOLLARDS) KEY MAP PG: 539-Z
6 PROPOSED VAN ACCESSIBLE PARKING STALL W/ WALL ZONING (G) GENERAL COMMERCIAL i 15' O MOUNTED SIGNAGE. w U
4 i HCAD # 023-129-000-0052
:z 4.0 2B I 7 PROPOSED CONC. WHEEL STOP PARKING BLOCKS
(7 `I'YP.). CLP PROJECT # 11-82000025 w
,�. o i 1 5
PROPOSED 4" PARKING LOT MARKINGS (TYP.)
COLOR TBD BY OWNER. TYPE OF DEVELOPMENT: EQUIPMENT SALES, RENTALS,
O2 S ��- to
FW FN O PROPOSED STORM SEWER TYPE "A" INLET. (8 TYP.) - & SERVICE m
. rr,4t0 2. 9A PROPOSED GRATE INLET TO BE CONNECTED TO ON -SITE DESCRIPTION OF LAND: ��'
' ' OIL /SAND INTERCEPTOR. (1 TYP.) LOT: BLOCK: SUBDIVISION: �
2! 19 20 21B & 22B - LA PORTE OUTLOTS �4- F+ d-
i PROPOSED 12"x12" YARD INLET WITH 8" HDPE FEEDS. RECORDATION: COUNTY: Lo
96 (3 TYP.) - HARRIS 00
- W
9B l PROPOSED TYPE "A" INLET TO BE DIRECTLY CONNECTED TO A2sas SENS ROAD, LA PORTE TX 77571 CITY. LA PORTS LENDER:N
}� TG 16.p0 = 9C PROPOSED 1,000 GALLON VERTICAL POLY STORAGE TANK PURCHASER�OWNER: TITLE COMPANY:
FL 16.0 1 `' (BELOW GROUND ON 6" CONC PAD) & SUB PUMP; DO NOT JACK DOHENY SUPPLIES - 1`. �,
(i CONNECT TO SAN OR STORM LINE (1 TYP.) NORTH ARROW & DRAWING SCALE
x Quo
PROPOSED STORM SEWER MANHOLE & LID. (1 TYP.)
... 0 20 40 80
„I > D PROPOSED STORM SEWER TYPE "D" INLET. (2 TYP.) z � Q 0-1
R15PROPOSED 6" TS&V TAP (BY CONTRACTOR) ON EXISTING WATERU)'t
Y 1 I O LINE FOR FIRE SERVICE. CONTRACTOR TO CONTACT PUBLIC 1 INCH = 40 FT. � °� �-+
1 , M.E.G. 12 WORKS TO INSPECT THE TS&V CONNECTION. A ONE (1) DAY ® 00
�EL21. 9 Y I NOTIFICATION PRIOR TO START OF WORK IS REQUESTED. FLOOD STATEMENT:
OI 2 PROPOSED 1" TS&V TAP ON PROPOSED 6" FIRE LINE FOR Z
:I R15� ! - DOMESTIC SERVICE. SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE
PROPOSED 3/4" TS&V TAP ON PROPOSED 6" FIRE LINE "X" PER COMMUNITY PANEL NO. 48201CO945L DATED O
FOR IRRIGATION SERVICE.
DUNE 18, 2007.
- FIRM NO 9501
PROPOSED REDUCED PRESSURE BACKFLOW PREVENTOR ON
i PRIVATE PROPERTY) FOR FIRE SERVICE. INSTALLATION AND REGISTERED ENGINEER: ti OF
j MAINTENANCE OF THE BACKFLOW DEVICE IS THE RESPONSIBILITY
13
I ? ' OF THE OWNER. DOUBLE CHECK ACCEPTABLE IN LIEU OF AN RPZj PHILLIP E. JOHNSON A LICENSED PROFESSIONAL %*�$
TYPE PROVIDED THE IRRIGATION SYSTEM UTILIZES NO CHEMI�;AL ' ' *�••••-••••••••••••••••••••
ENGINEER IN THE STATE OF TEXAS DO HEREBY rrxul>P1 ucErrEloxt�tsorl
ADDITIVES. RPZ ACCEPTABLE. MUST BE INSTALLED ABOVE GROUND•••:••••••••••••••••••••••:•••o
` i
4 •�, : 58605 .Aoe
! PER CITY REQUIREMENTS. CERTIFY THAT THE INFORMATION PRESENTED ON THIS #,�• �wr
MINOR SITE PLAN TRUE AND CORRECT TO THE BEST OF
PROPOSED 1 WATER METER (IN R.O.W.) WITH A RPZ MY KNOWLEDGE. X�
' 14 BACKFLOW PREVENTOR (ON PRIVATE PROPERTY) FOR
l
i DOMESTIC SERVICE.
u
z ~ PROPOSED 5 8 x 3 4 IRRIGATION METER (IN R.O.W. WITH LANDSCAPING REQUIREMENTS:
Q15 / / VE T PRIVATE PROPERTY)TOTAL SITE AREA: _ 242,738.00 SQ. FT.
A RPZ BACKFLOW PREVENTOR (ON
°° ! REQUIRED LANDSCAPING: = FRONT & SIDES
CONTRACTOR TO MAKE 6" CONNECTION TO SAN SWR PROVIDED LANDSCAPING:
Z ! i MH AND INSTALL 6" WYE FOR FUTURE SERVICE. SENS RD VARIES = 4,786. SQ.FT;
16 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;
LO
IA TOTAL 13,35E SQ. FT.
o ! ? i I 17 PROPOSED SANITARY SAMPLE WELL (2 TYP)
PROPOSED PARKS OIL / SAND INTERCEPTOR MODEL # PARKING REQUIREMENTS:
a) X
18 OSCMP - 750• CONIC. FILLED BOLLARDS TO BE INSTALLED 4(MIN) & 3/1000 SQ. FT. OFFICE + 1/1500 SQ.FT. NON OFFICE
AS REQ. BY OWNER. ■ a uJ
i REQUIRED PARKING:
_ _ - _ - 10' SIDE - _ - _ - _ _I - _ i I TWO - .4" CONC. FILLED BOLLARDS TO BE INSTALLED AT MINIMUM = 4.0 SPACES ^s"
SETBACK
EACH BAY OPENING OR AS RE . BY OWNER. x
Q OFFICE z,750 SQ. FT. = 8.25 SPACES LL
500 SQ. FT. = 11 SPACES
5 89°5932" W 193.69' i- `' - APPROXIMATE LOCATION OF PROPOSED POLE MOUNTED S-1 16, -
r, r, 4�J 1
NORTH' 20 ON PREMISE SIGN; SIGN REQUIRES A SEPARATE CITY TOTAL: 19,250 SQ. FT. = 24 REQ. SPACES �-
LANDSCAPING LEGEND T T
HYDROSEEDING OR
W W W EQUIVALENT.
PROPOSED OAK TREE;
N 2" MIN. CALIPER
15 GALLON;
O' O.C.E.W.; (7 TYP.) TP 21.80
PROPOSED OLEANDER
SHRUBS• 4'TALL-- 10'
DETENTION SUMMARY
SWPPP LEGEND
O.C.E.W. (58 TYP.)
AREA SERVICED:
DETENTION STORAGE RATE;
5.57 ACRES.
0.45 AC-FT/AC.
FILTER FABRIC FENCE
�J
PROPOSED INDIAN
DETENTION VOL. REQUIk��D:
2.5065 AC -FT.
O
HAWTHORN SHRUBS;
DETENTION VOL. PROVIDED:
2.5987 AC -FT.
RIFe
INLET PROTECTION BARRIER
5 GALLON; 18" TALL;
'
DETENTION PROVIDED:
PARKING LOT
2' O.C.E.W. (162 TYP.)
AREA N 1 &S 1
(EL 21.80 - _EL 20.80)
= 20,189.0 CU. FT.
UTILITIES
AREAS N2&S2
-SWR SWR-
PROPOSED SANITARY SWR LINE;
(EL 21.80 - EL 20.80)
= 20,604.0 CU. FT.
6" PUBLIC SIDE; 4" PRIVATE SIDE
AREAS S3&S4
(EL 21.80 - EL 20.80)
= 13,823.0 CU. FT.
w w
PROP. 1" WATER. LINE FOR
AREAS S5
DOMESTIC SERVICE
(EL 21.80 - EL 21.15)
= 2,350.0 CU. FT.
E E
PROPOSED ELECTRICAL LINE (OVERHEAD)
AREAS N3
- TEL TEL -
PROPOSED TELEPHONE LINE (OVERHEAD)
(EL 21.80 - EL 20.$0)
= 5,716.0 CU. FT.
TOTAL PARKING LOT
= 62,682.00 CU.FT.
- aas cos -
GAS SERVICE NOT PROPOSED
DITCH SECTION
W.M.0
PROPOSED WATER METER
81.22 S.F. X 622 L.F =
= 50,518.84 CU. FT.
PERMIT PRIOR O INS ALLATION.
PARKING PROVIDED:
90° - 9` X 20' = 1 SPACE W/ HC SIGN
Q�
r )
VJ
41' DRAINAGE
21
O
PROPOSED U CHAIN LINK FENCE; 2 1/2" GALV. METAL
90° - 9' X 20' = 10 SPACES W/ CURB
EASEMENT
POST; 18" TALL 3 STRAND BARB WIRE
90° - 9' X 20' = 14 SPACES W/ CURB STOPS
�.
TO CITY
00STORAGE
APPROXIMATE LOCATION OF PROPOSED 5000 GAL FUEL
EMPLOYEE COUNT:
SHALL BE DETERMINED.
�
O
0f
Q
TANK; FUEL TANK REQUIRES A SEPARATE CITY
EMPLOYEE COUNT:
PRIOR TO CHANGE OF OCCUPANCY, OWNER
PERMIT PRIOR TO INSTALLATION.
MUST COORDINATE WITH CITY OF LA PORTE
w
z
3.5' 3.5'
PROPOSED STORM WATER QUALITY FEATURE ( 1 TYP.)
REGARDING PARKING DEVELOPMENT.
()
Z
--�
33
23
O
ADS MODEL #3624WQA36 & BI-PASS INLET W/ A
(U
to
'
TREATABLE FLOW RATE OF 1.50 CFS; REQUIRED TREAT
NOTES:
�)
(.0
FLOW RATE FOR 5.57 AC IS = 5.57x 0.80 x 0.27 = 1.20 CFS
p
r
11.1
-SEE
G
PROPOSED 3" CONDUIT FOR ELECTRICAL OR IRRIGATION
1. THE LOCATION OF THE WATER LINE HAS BEEN OBTAINED FROM BLOCK MAPS
SERVICE. (10 TYP)
PROVIDED BY THE CITY OF LA PORTE. THE WATER LINE IS PROBABLY 12
NOTE
INCHES.
N.G.
PROT-C 1 M WATER LINE CROSSING, 1 - SINGLE .4 JOINT AT
- --
25 WL CROSSING. PROVIDE RESTRAINED JOINTS ON SS SPACED
2.
THE LOCATION OF THE SANITARY SEWER LINE HAS BEEN OBTAINED FROM
AT LEAST 9 FT HORIZONTALLY FROM CENTERLINE OF WL
BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE SANITARY SEWER LINE
YARD LIGHTING; MODEL # WLS-FVR-FP-1000-MHR-FG 32' METAL
IS PROBABLY 36 INCHES.
TB 19.16 ____. i ' TB 19.10
26 POLE, 3' BASE; 110000 LUMENS; LLF 0.750; 4 TYPICAL
3.
PROPOSED SAN. SWR. LINES TO BE 6" PVC W/ 4" FEED TO BUILDING.
JOB NO.
-' -
PROPOSED EQUIPMENT PADS & BOLLARDS FOR AC UNITS;
27
4.
PROPOSED SAN. SWR. LINES TO HAVE C.O AT EVERY BEND. MAXIMUM DISTANCE
-- -- -
DRWN By: RC
i 3:1
_i
(2 TYP PADS W/ 4 CONCRETE BOLLARDS)
BETWEEN C.O. NOT TO EXCEED 90'.
GKD BY:
EJ
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
5. PROPOSED DOMESTIC WATER LINE TO BE 1".
1%
APPROVED THIS SITE PAN AND DEVELOPMENT OF JACK DOHENY IN
6.
PROPOSED IRRIGATION METER TO BE 3/4" x 5/8"
FILE:
1.
C1.0.dvg
--
CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE
ISSUED:
HC&LA PORTE
EL 15.08 ' EL 15.08
ORDINANCES OF THE C TY OF LA ORTE
7.
PROPOSED ELECTRICAL AND TEL SERVICES TO BE OVERHEAD.
DATE: Tue, Nov 15 2011
EL 15.06 !
8. NO GAS SERVICE PROPOSED.
SECTION AA
BY:
9.
PROJECT SHALL CONFORM TO THE MINIMUM EXTERIOR BUILDING DESIGN
DWG:
0I
NOTE - ANY SLOPE GREATER THAN 3:I WILL BE STABILIZED WITH VMAX
PORTE
IRECT R,IPARTMENT
STANDARDS - 100 % MASONRY AND/OR GLASS PRODUCTS. REQUIRED ON THREE
w
C 1
PERMANENT COMPOSITE TURF REINFORCENLENT; #VMAX3 SC250
�% PLANNING
SIDES OF BUILDING; NORTH, SOUTH & EAST
.0
I
0
0
W
z
Z CU
U., •'.
10 a w
0
z
z Q a
® a
�m
U w
00
� ¢
2
�a
a
o
LU
z
z N
2Lo
In
w10-,
=W
m
LU z
z ~
c
. a
cn
Ir
Lb
0 0
a
o
I LL
i
i
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i� i1Rx vvr.runi ;� t1CjY lY1L'it' rVf: �Jy-L.
--
DITCH ZONING (G) GENERAL COMMERCIAL W
BOTTOM
a
FL 18.34 18" HDPE 155.66 L.F. WEST OF THE ( 3:1 I ICAD # 023-129-000-0052
FL 16.68 NORTHEAST PROPERTY CORNER CLP PROTECT # 11-82000025 w ,
1. ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED 1%
WITH VMAX PERMANENT COMPOSITE TURF -- TYPE OF DEVELOPMENT: EQUIPMENT SALES, RENTALS,
REINFORCEMENT; #VMAX3 SC250 & SERVICE co
�i
EL 15.08 EL 15.06 EL 15.08
- - -
WEST
6.5'
3.5' , 69.8' 79.7' t 9.8' 79.7'
- _�
DESCRIPTION OF LAND:
t��
Vf
co
^ j c V
� � �•,yq
LOT:
19 20 21B & 22B
BLOCK:
-
SUBDIVISION:
LA PORTE OUTLOTS
RECORDATION:
COUNTY: HARRIS
-
ADDRESS:2506 SENS ROAD, LA PORTE TX 77571
CITY: Lt tDCR:
LA PORTS
PURCHASER/OWNER:
JACK DOHENY SUPPLIES���J)1
TITLE COMPANY:
z�
0
c15
U
U
a
v
a'
Q
i
0
cV
cd
0
0
cv
u�
0
1
ai
#S �u 18 O.0 NORTH ARROW 86 DRAWING SCALE a
TP 21.80 TP 21.80 9" CONCRETE; 1.5' l' TP 21.80 ( O+ r�
,,-,TP
/ 0 20' 40' 80, N
4000 PSI
TP 20.94 TP 20.94 ) 0 � 0-1
cz
2:1 -.---- - � _ _ - -�--.- _-• -- -_--- ---. -- 1 INCH = 40 F r. U
N.G.19.42
FLOOD STATEMENT:
- - - -- --
D I � �
is I I ,
,
4:1 --i
SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE
:i a �
"X" PER COMMUNITY PANEL NO. 4$201C0945L DATED 0
- 9 PREPARED LIME DUNE 1 S, 2007. FIRM NO 9501
STABILIZED SUBGR.ADE G
n
- S% LIME BY DRY WEIGHT REGISTERED ENGINEER:
COMPACTED TO 95% MAX. DENSITY.
I PHILLIP E. JOHNSON A LICENSED PROFESSIONAL
PHILLIP EUGENE OHNSON
ENGINEER IN THE STATE OF TEXAS DO HEREBY i I
� 'a-- 58605 .`P-1 /
CERTIFY THAT THE INFORMATION PRESENTED ON THIS #
94.14 L.F. NORTH OF THE MINOR SITE PLAN TRUE AND CORRECT TO THE BEST OF 40 . CENs,"'
SOUTHWEST PROPERTY CORNER MY KNOWLEDGE.
�l 1. ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED LANDSCAPING REQUIREMENTS:
WITH VMAX PERMANENT COMPOSITE TURF
REINFORCEMENT; #VMAX3 SC254 TOTAL SITE AREA: = 242,738.00 SQ. FT.
U
REQUIRED LANDSCAPING: = FRONT & SIDES
PROVIDED LANDSCAPING:
SENS RD VARIES 4,786. SQ.FT;
NORTH ROAD O NORTH WEST PL. 8' x 270' = 2,160 SQ. FT;
SOUTH PL 16.6' x 306.53' = 5,088 SQ. FT' r-
EDGE & 330.46' x 4 _ 1,322 SQ. FT;
TOTAL - 13,356 SQ. FT. Lo
73.8' 21.3' 29.3' 40 ti
SIDEWALK; 4" CONIC; 5' 32.5' 32.5' 10.4' 5.2' PARKING REQUIREMENTS:
#5 @ 18" O.0 3000 PSI; #3 @ 15"; 4(MIN) & 3/1000 SQ. FT. OFFICE + 1/1500 SQ.FT. NON OFFICE �W X
50.6 211 SAND \ 9" CONCRETE; 2% MAX SLOPE 0 ui P )
- \ 4000 PSI I REQUIRED PARKING:
V �!
OFFICE MINIMUM 2,750 SQ. FT. = 8.25 SPACES
9" CONCRETE; TP 21.80 - FF 22.00 \ TC 21.90 TP 21.80 [� �
S-1 16 500 SQ. FT. = 11 SPACES
TP 21.28 , 4000 PSI '� TP 21.40 TP 21.15 - O
RE: FOUNDATION TOTAL: 19,250 SQ. FT. = 24 REQ. SPACES �"
PLANS _-,r-- --+� ��"`! PARKING PROVIDED: 90° w 9' X 20' = 1 SPACE W/ HC SIGN
90° - 9' X 20' = 10 SPACES W/ CURB
f ( 90° - 9' X 20' = 14 SPACES W/ CURB STOPS
_j/i
/1 ' EMPLOYEE COUNT: SHALL BE DETERMINED. ♦�
9 PREPARED N.G. #5 @ 18 O.0
N G�_ . LIME STABILIZED - - -- - -- ... __...___ ..- - v, - 2: l - EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER
N.G. ' -----_ MUST COORDINATE WITH CITY OF LA PORTS C/7
9" PREPARED TB 17.89 REGARDING PARKING DEVELOPMENT. V W
DRY WEIGHT 1 LIME STABILIZED INLET
SUBGRADE TG 21.15 4:1 -, NOTES:
(62
@ 8% LIME BY FL 16.26 (24") �DRY WEIGHT 1. THE LOCATION OF THE WATER LINE HAS BEEN OBTAINED FROM BLOCK MAPS 'PROVIDED BY THE CITY OF LA PORTE. THE WATER LINE IS PROBABLY 12
FL 16.58 1, 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.
CENTERLINE OF L.F. OF �Q; Fi RON'r C"NTEi R OF 3. PROPOSED SAN. SWR. LINES TO BE 6" PVC W/ 4" FEED TO BUILDING.
SOUTHERN DRIVEWAY 24" RCP PROPOSED BUILDING 4. PROPOSED SAN. SWR. LINES TO HAVE C.O AT EVERY BEND. MAXIMUM DISTANCE J03� ----
CULVERT. BETWEEN C.O. NOT TO EXCEED 90'. DRWN BY: RC
FL 15.20-------
1. ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED 5. PROPOSED DOMESTIC WATER LINE TO BE 1". CKD BY: PEJ
WITH VMAX PERMANENT COMPOSITE TURF
REINFORCEMENT; #VMAX3 SC2SO 6. PROPOSED IRRIGATION METER TO BE 3/4" x 5/8°. FILE: C3.O.ai�=�g
ISSUED: HC&LA PORTE
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
STANDARDS - 100 % MASONRY AND/OR GLASS PRODUCTS. REQUIRED ON THREE
SIDES OF BUILDING; NORTH, SOUTH & EAST C3.0