HomeMy WebLinkAboutHARBORLITE CORPORATION SITE PLANI
z
Cz
Cz
0
LL
�
R
U
w
z
o
D
-a
�G
c
CD
5
o z
O
d
�
a
0 o
0
au
0
0
'
a
z
a
J
a
U
w
z
O
z
¢ c
i~
c
er
W
o
O Z
¢�
CD
tx
C)
OF
U
u LL
w
0
�
5
a
en
e�z
t
'
g
kn eq
C\ N ti
3
15'
0 .-.ir.-._6 .1Y •-
°
r°� r°rb
fd
14' SLAB
Si. BASE
- ELEV. 18.90
\ 5x,
CL SWALE
SECTION E-E
NOT TO SCALE
0
♦off I`♦off .@eP ry♦�
x \� x x
WEST ADAMS COW) STREET
(UNIMPROVED)
x M1`j q�x♦off Fx',�, M1`� EAST M14 216.00 ry,�
I A 1
1 0 W N 0 1. 0 C K 1, C.M.R.
I I 2 Vol. 67 P 9 PROPO ��RM� HED) ��to
x
ioc z ic♦'I x` ♦ xN^' Of + xof x4' x-f'
3 CL PROP. SWALE & DITCH 0 0.209 c
Ap roximate Location )e
Amoco Pipeline
PAVING
NCR\ -PRO?.
,
4 ASP"•
f
boa `of
x
FH
10
12'
♦op
x
♦o ,
I M1 M1X M1X , 0 Sf x M1 15' x f J+ to b x ♦oAO
�(V 40 . ' O
t N
5 4 �♦ 0
1 Amoco Pipeline Morke g 00
1-800-54e-8482CL
O
ax
a� 6' a o
x M1`), x tix `y^x ¢ 9`Q x •off ♦off x ♦o x ♦ + x ♦o,I % ♦off p ODD
PROP. INLET
7TG 18.50
46b o9�'O ®� FL 16.64
"the east. 1 ��OJ �` O N
is 17-32,
�d+� 1d+� Q4r t 5' OV�p� 0= d
I fOFth Ixry♦f, x x♦�beg CL
v�'�pQ h� ♦v�' / �o� Q�� v�� , pROp x`o¢' \ - ` - 0 x`°�
trt of,` tb4:: Q o OA V� � + CO
more 'par Vv ti p�p \ QQ- <`,' J �� PAS lbo
wvu8s as NG
SSCiIHI(IAG at " the ` Nditheasteotaer of said lot E . �i �D oQ QQ� x \ ��
32, , and being""locate& in tics idea£: ishe of ��� �a ® Q ® \��N,o "� o
18t1t Street (SO loot right off; xay}, ♦�,♦� S O �p h \��., a e�
�x�ic x x x+ate ♦ �vP e&C \\ , ,
m�e»C� Sotth along th0 coffin btnn bats®tt ® x
said lots. 17 32 a>xd ,'sagd 'icost 1i»+ 'r of 18th i �� �° e �'TG 8.30LET
Street 'Sistante of 460.OfY<'ieet io 4.3 x y �� 'g�\/ ®p NFL 16.44
#or, --a aornir- in the Soutb 13 a of sa " � aa[ MIN. o "o S� o
f f tz a.N ey9 t2 �� I /�^ o%,
f �'i11g1lCe West alop� said 8ogti Yfae a altce a� ~�t� ® PERMIT N0. e4
�f Z1b . 00x feet tC 8t `Ilo tit #Or' Cf3r71er, °� �♦$•� r i afioi2 28.0' �- R-8896 $ 2" ♦ems to
,�.,,y" t .� :.% r E`• r,.w �h' y I JY X X " �7f x
s 'ref r ✓ „ ✓lb s rasa x r. .f si r¢ ,Wk �� / x Y
T';'�'h®3�C0 Worth sa i1ae:tat °46tx•fret aoA� i = W 13
F. r Steel
, a� L i 1Efn�orrx ;� f ry pipe o i '4p
'INS riF `r*L skv �, r y�`..Y" � sr 3 3 „. e'.� t r O
"N '\
L•lOftffi r�' iOt 1 ♦ �� Exist Con lets and �0 \
F +Lw I itaL a On
t th , 1 I %. I
i ` Iron Building
0 0
anoe ,
�0 x`
,1 r. , tp r t�td� ePERMIT NO.
3
PROP. ASPHALT PAVEMENT
11�
PROP. ASPHALT PAVEMENT -
VARIES
PROP. 6
f4 BARS
PROP.
EXIST. BASE
\- CL SWALE
SECTION D-D
NOT TO SCALE
12' 12'
3
d
PROP. GRADE -:
EXIST. BASE
01-- PROP. 16" RCP
SECTION C-C
NOT TO SCALE
0-1-- PROP. 18" RCP
SECTION B-B
NOT TO SCALE
PROP. GRADE - TO DRAIN -
AWAY FROM RAILROAD
0.5%
EXIST. BASE -
701
WEST
FAIRMONT PKWY-
W BARBOURS CUT
GENERAL NOTES
1. BENCH MARK - CITY OF LA PORTE SURVEY MARKER NO. J11-02,
1978 ADJUSTMENT, ELEVATION 18.41.
TBM - RR SPIKE IN POWER POLE ON SOUTH SIDE OF PLANT AT
THE SOUTH PROPERTY LINE, ELEVATION 20.36.
2. PLANT IS LOCATED AT LATITUDE 29.40'00', LONGTITIDE 95'02'14 .
3. BEARINGS ARE BASED ON TRUE NORTH.
4. FRONT SETBACK LINE ON 18th STREET HAS BEEN ESTABLISHED
AS FOUR & THREE TENTHS (4.3) FEET BY SPECIAL EXCEPTION
#SE94-003, GRANTED BY THE LA PORTE ZONING BOARD OF
ADJUSTMENT ON DECEMBER 29, 1994. THIS APPLIES TO BUILDING
ADDITION AND SECURITY FENCING.
5. CONCRETE PAVEMENT SHALL BE 5 SACK - 2500 p.e.i. O 28 DAYS.
6. ALL PARKING SPACES SHALL BE 9' x 18' EXCEPT FOR THE
HANDICAPPED SPACE WHICH SHALL BE 13' x 20'.
CITY APPROVING AUTHORITY CERTIFICATE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
APPROVED THIS SITE PLAN AND DEVELOPMENT OF HARBORLTTE
IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF
LA PORTE.
BY:
DIRECTOR, LA PORTE COMMUNITY
DEVELOPMENT DEPARTMENT
EXIST. BASE
10,
a' s �7071 x rt "11r = ♦�,� ,P�° o'D x x`�a �h ❑r R-seas PROP. INLET'
�a x x x x x� x PROP. 131' N Cr SAN ®0.50� 18"
ccf�es re ��
t � z, FL 16.24
_ r' ..>•.€svd"s£�ta•*' ,yrp'.r+^"�r.�s s>• 'c ^e'a ��� "N Son. Sew. MH
..< 15 0 PROP o zoo. TR 17.91 SECTION A -A
E 14.29
\ \ Q RCP NOT TO SCALE
g I \ it 8
GAS & POWER TOLN a ~
� ta'a� \x \\o BE RELOCATED 4.3 TG PROP. 8.00
3 g 16 s ° o \ BY OTHERS' ^
6' asap e$' \. n 16.1400
x xl ♦ ♦ 01� e' G to co
r`a co
^n r`u°Di
�,,�() Ln to InILI
Lx x � \ Q' « W O.
r`- C � PRO 61SAN O 50R� -O- � � -E-- 18' � W 18• � W 1 B• � W 16'
' I Tower S. ♦� x
w/Tank A n ♦� }�a PROP:10 4 +me -g
E13.2 - Spw, Monhol n .
SAN O % San. Sew. Manhole
0 `M1 EXIST. ASPHALT I EXIST. ASPHALT E 12E1213
♦� ♦o 0 o' 'N ,Q & BASE TO REMAIN ® POLK ST. E 10.93
PAVE
PROP � �
aP P ASPH• + t o PROP. 70' 1 L3" I �� •... �gf
t� o p PROP. MH tD h \
PAVAN �+ RCP 0 0.20� h� tg
tar - - i8_ ah - 1s' - -e,� - te' - t�
x�xryx x x o 4� ' ♦a A , R-75♦o ` x ♦� 1 � f i m In-
15.00^*40 co�m
�1 c
p
6.0 a O/TC� ``� e� ` 1j �a'd 1oa`O W W Via'- cc oam Ve ro
♦o ' I s�W =P-W I FI;FIJT1 �i`d ��W SSW
♦o
NORTH 'A' �_ 15.8 ♦ofQ ® TOP 17.89
TBM x I 15.78 '� - DIRECTION OF FLOW
Street aban oned Hy Ordinance No: 892 Railroad Spike I E
of the CCr�yy mmTeston 'of the City of La Porte b io
tr 12-18-83, Vol. 5359, Pg. 312, H.C.D.R ���� Elev. 20.3 I I ❑ GRATE INLET I. BILLY R. FOSTER, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS
Gas Paint Mark (Typical) TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT THE
�. ( I x1am EXISTING ELEVATION ABOVE SITE PLAN IS TRUE AND CORRECT. AND THAT ALL BEARINGS, DISTANCES,
l 0\r. brl I I Q ANGLES, CURVE RADII, AND CENTRAL ANGLES ARE ACCURATELY SHOWN HEREON.
IE 16. + 1e0 PROPOSED ELEVATION
q0 OF TP TOP OF PAVEMENT y� Q GiSTf9•,q
TEXAS R TION N0. 1809 •......•.•••••••.••••••.•. PG PROPOSED GRADE
BILLY R. POSTER
FL FLOW LINE
s �y'•. FFSS+1QPC
• O
,t
CL CENTER LINE �� SURVEt
.-
WM
WATER METER
WV
WATER VALVE
MAIN STREET
\`� Q
1 1/2" CALIPER TREE
File name: C: 1994\ 114 114-94.DWG
(85' R.O.W.)
a
EVERGREEN SHRUB
Plot dote: 03>08/9$ at 13:10
SURVEY: JOB NO. 94258 BR
r
EXIST. SLAB
ELEV. 18.89
0
Z
ul
I`
r`
W
V
W
W
z
W
Z
a
o00
eo
�U
Z
(5
a
z
W
-
W
a
0)
.,
w
•
'^
V
W
M
�
Q
Otj
J
61
Z
�
o
U
�
a
Z
U
LLJ
�
�
M
M
M
ell
N
N
c
�
•Op
U
Z z
0,
W
CL
W
O
W -+'' Z
0 �
O Z0
W Z
O
= IN CL
N
k1
I
0)I
i
+r
w
u
6
z
r'
z
CL
o
)