HomeMy WebLinkAboutSHELL FEDERAL CREDIT UNION SITE PLANI
ZONED c4c :
I
CALL 1.4273 AC.TRACTI
AS DESCRIBED UNDER
CF#W-728169
0
(,FNFFP LINE PAVING%
LXIST ING I IRL I Fr DR. ANT
r;DGc of LXIS7ING
Power
9
SPENCER HIGHWAY ( MAIN STREET )
( 150.00 ' R.O.W )
150' R.O.W.
PROPOSED 1 1/2" WAI ER MEI"ER
rR0P05FD 2" IRRIGATION METED.
PFOPOSEP SIDEWALK PER
C[TY 01 "APORTC; iTANPAFRD5
N 86° 54' 35" E b¢•469.50'-
PROPOSED i`L' SAN I 30'
w'ONUMENT S[GN
- FRONT 20 E31.
Ij �a'LE
"a OLa'IG;' / a"
�y
3" PVC SLEEVE b
IN 25 FLAGPOLES N I GGHTND
CONCRETE PAVING _)
POLE LIGHT
I
0
N
19
19
aA 0 &`o.
-� f .,,
PF'O"'OSI'D SAIV. MH -
. rROPO >F.D 1z- SAN _a I
10' ILI UTTY EASEMENT Ij''� �
zx
�.-
.... p ,..,._..f• f..::: ICY
p r •
a .,, /--_5" PVC SLEEVE
ppd is a'X t- T- _'/
� r i -30 r (V8564,AP04511HCDR)CO NE
�y j� I""' 9'd• I I I� 30' HUMBLE PIPELINE ESMT
(V 8514, P 574 HCDR)
'D. FLOOD .f--3" PVC 5 EEV a 0 w I I I
01
S ..,. .a GROUND MTD. FLOOD ?��a O I LA I II I I
REMA�NDER CALL
8.06 AC.TRACT
CONNECTED TO POLE LIGHT I I I �4S DES RIBED U
i DOWNSPOUTS
W.
D BUILG
50. FT.
I I i I
-- 3" PVC SLEEVE
POLE LIGHT
1 rn NDER
R'a I ` I CZO EDOGC11
IX-1 5/8' \ l I
tj
\ \ \ \
1 2" PVC \ \ \ \ \ \
CONNECTED TO
_ 6" CLEANOUT DOWNSPOUTS
FOP. 6' SAN. LINE
MAX. SPACING CZ 50, \ \ \
SAMPLE WELL Q` \ \ \ \ /
MASONR r \
SCREEN POLE LIGHT
CONCRETE PAD FOR
MECH. UNITS! O V A \
PVC SLEEVE
i- POLE LIGHT
ZONED GC
CONCR E PAVING
- - - - - - REAR 10_6.L_ - - _ Gate _
PROPERTY LINE
- - - ' - - ' - - - - - . - _
Uote S 860 54' 35" W 595.94'
PAVES•TC)Nr RORDEr' IrONFD oc �
COLOR: "U.)IESTONE"
DECORATIVE SAVING DETAIL
N7 5
AVESTOkE FIELD INSET
ATTERPd: "COEBLESTUIE"
PPG INDUSTRIES , INC .
CALL 476.563 AC.TRACT
TAX ID # 044-051-000-0001
044-051-000-0084
FLAN TRUE
NORM NORrN
CALL 3.2320 AC.TRACT ��ITE- FLAN
AS DESCRIBED UNDER ' 5CALE: I"= 50'-O"
CF#W-980075
I i\ . --- ' AT10N
VICINITY Mf�t�
I vI /iL VEVELOFED AREA 217364 SO. FT.
TOTAL ROOFED AREA 11,689
TOTAL AREA REQUIRED FOR LANDSCAPING CALCULATION:2056755Q. FT.
TOTAL AREA REQUIRED FOR LANDSCAPE 0 6%: 12,3=4-0 SO. FT.
TOTAL AREA LANDSCAPED: 12596E (62`/a)
PARKING CALCULATION: 1/400 SQ. FT. = 21 REQUIRED SPACES
PARKING SPACES PROVIDED: 64
PARKING Sl-ALLS 10'X18' (1-YPICAL)
FUTURE DEVELOPMENT SHALL REQUIRE ENTIRE S1TE TO BE REPLATTED
PER CITY OF LAPORTE STANDARDS AND REQUIREMENTS
COMMERCIAL DEVELOPMENT
FINANCIAL INSTITUTION
TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO
FEMA MAP NO. 4854870945 J DATED 1116/96 (ZONE X).
PROJECT LOCATION:
11526 SPENCER HIGHWAY
LA PORT E, T X
OWNER:
SHELL FEDERAL CP.EDIT UIJION
301 EAST 13TH STREET
DEER PARK, TX, 77536
LEGAL DESCRIPTION:
4.00 AC. 1"RACI- OUl OF CALL 8.069 AC. 1"RAGI"
AS DESCRIBED UNDER CI-#Y 501711
ALL TI 1/AT CERTAIN TRACT OR PARCEL CONTAINING 4.000 ACRES
OF LAND SITUATED IN THE RICHARD PEARSALL SURVEY,
A-625 W HARRIS COUNTY, TEXAS, SAID a.069 ACRE TRACT
BEING COMFR15ED OF A PORTION OF LOT 77, A PORTION OF
LOT 78, AND A PORTION OF LOT 79, EACH OF LAPORTE OIUTLOT , A
SUBDIVISION IN HARR15 COUNTY, TEXAS ACCORDING TO THE MAP
OR PLAT THEREOF FILED FOR RECORD IN VOLUME 59, PAGE 513
OF HARRIS COUNTY DEED RECORDS, SAID 4.000 ACRE TRACT OF
LAND BEING MORE PARTICULARLY DESCRIBED E3Y METES
DEVELOPMENT DESCRIPTION: NEW BRANCH FOR SHELL FEDERAL CREDIT UNION
GENERAL NOTES: 217364 SQ. ET.
1. PAVING EXPANSION JOINTS
ARE TO BE 50'-0" O.C. RE: CJ-1.0 4.99 ACRES
2. PAVING CONTROL JOINTS
ARE TO BE 25'-0" O.C. RE: CJ-1.0
3. SIDEWALK EXPANSION JOINTS
ARE TO BE 25'-0" O.C. RE: CJ-1.0
4. SIDEWALK CONTROL JOINTS
ARE TO BE 5'-0" O.C.
5. 64 TOTAL PARKING SPACES PROVIDED
3 HANDICAP ACCESSIBLE SPACES
6. RE: SIGNAGE PACKAGE FOR ALL SITE SIGNAGE
7. SLI TO PROVIDE PORTABLE TOLIET & DUMPSTER ON SITE
5. DOWNSPOUTS SHALL DISCHARGE THRU SIDEWALKS, RE: 1-SP2.0
9. PROVIDE (3) STANDARD ACCESSIBLE SIGNS
PER CIT r OF LA FORTE STANDARDS.
10. PARKING STALLS SHALL BE 1O'X1,5' U.N.O.
11. RE: SHEET C5 OF 12 FOR PAVEMENT THICKNESS LEGEND.
12. FIRE LANE DESIGNATION SHALL BE RED CURBS WITH "NO PARKING"
IN WHITE LETTERS. LOCATION WILL BE DETERMINED B r FIRE MARSHALL
DURING CONSTRUCTION PHASE AFTER CURBS ARE COMPLETED.
(PER CIT'( OF LA PORTE FIRE MARSHALL).
13. FLAG POLES SHALL HAVE INTERNAL HAL rARDS AND BE CLEAR ANODIZED.
14. CIVIL DRAWINGS FOR PAVING EXPANSION JOINTS,
CONTROL JOINTS, AND DIMENSIONAL CONTROL
BITE PLAN ACCURACY CERT11 IC/-E
I, Williomi D. Wilkin5ory P.E., am licensed under rile [DwS of the 5rare oPTexns
to prnctirc i:he profnseinrl of rnyinec>riny and hore'by certify Char. abnve, site
Plan is rrue and correcr; and rhar sll bcarinys, dis Trances, nrtg1cs. curve radii, and
cc.ntrai anyle:e are accur'a're:ly shown on the: site plan.
E OF 7 quo
=;gyp• :............F�.9 �4
eWILL1AM DAVIS WILKINSONe
�j "3--. 85626 William"-"Tu.mSnn. .c.
0440 .ti�ENSE4_.\r ��e �D9 2 Oo 6
'., 1-1 115 IS TO CUKI'IFY 11 IAT 1-1 IL' CITY OF L A PORTL', ITXA;� I IAS Arr'ROVCD 11 [IS
517E PLAN AND DEVELOPMENT OF SHELL FEDEF'/ L Cn.EDIT UP O 1 IN
CONFORMANCC. WITI I IT IL' ORDINANC'L'.S Of 1 IC Ct1 Or LA f' R
Fl:
DIRLCTOP PL ��••N G- - LF'AP.TM_NT
a
COMM NG
ArM= ME M AIRM �OEIIOR
10m OLD Km Ron
715-406-4m
"W-t6 Am m
Fa �
�� w H
a =
�+ cn O
� a
,,-