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VINYL BANNERS: PROVIDE DIGITALLY PRINTED BANNERS AT EACH POLE
LOCATION SHOWN ON THE PLAN. PROVIDE TOP AND BOTTOM ALUMINUM
BRACKETS AT EACH LOCATION, BASE SPEC. FROM CITY SITES TWO-WAY
BALL FlNIAL STRAIGHT ARM BANNER BRACKET SET.
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SITE PLAN
TOTAL QUANTITY: 6 (NOTE: NOT ALL LOCATIONS -SHOWN BELOW.
COORDINATE WITH ARCHITECT BEFORE INSTALLATION)
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SITE SIGN TYPE �E�
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VISITOR �
PARKING 6/A1.02
TOTAL QUANTITY: 8 (NOTE: NOT ALL LOCATIONS SHOWN BELOW.
COORDINA7E WITH ARCHITECT BEFORE INSTALLATION)
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SITE SIGN TYPE nD�
— �— 30_ FRONT YARD BUILDING SETBACK —
O -- -- -- -- -- —-'R�j��TY LINE•
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E. FAIRMONT PARKWAY
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TOTAL QUANTITY: 2 (NOTE: NOT ALL
LOCATIONS SHOWN BELOW. """--'"'"--
WITH ARCHITECT BEFORE IN'.
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SITE SIGN TYPE �C�
LEGAL DESCRIPTION —
LOT 1231 BLOCK 319-322
HCAD # 024-032-001-0016
LA FORTE HIGH SCHOOL
301 EAST FAIRMONT PARKWAY
LA FORTE, TEXAS 77571
SCOPE OF WORK
Scope of work will consist of the following:
1. New 4,600 SF Building Addition located at
the front entrance of La Porte High School
2. New way finding signage identifying parking
area and building entrances to be installed
throughout the campus including five (5)
LPISD District Logos
3. New exterior student dining area in the area
between the front entrance canopy and
exterior wall of the student center
4. New free standing tower at the corner of the
existing front entrance canopy with the LPISD
District Logo
NO DETENTION REQUI-RED -PER PUBLIC
IMPROVEMENT CRITERIA MANUAL (PICM).
THE ADDITION IS IN FLOOD ZONE AE
WITH A B:F.E. AT 13 NOT IN THE 100
YEAR FLOOD PLAIN ACCORDING TO
THE FEMA MAP #48201C0945L, DATED
JUNE 18, 2007.
ZONING —MEDIUM DENSITY RESIDENTIAL
(R-2)
ALL EXISTING PARKING TO REMAIN. NO
ADDITIONAL PARKING SPACES REQUIRED.
NEW TREES TO BE DISPERSED ACROSS
HIGH SCHOOL CAMPUS. NO NEW
IRRIGATION SHALL BE REQUIRED.
EXISTING ELECTRIC SERVICE TO BE
UTILIZED IN BUILDING ADDITION.
NEW BUILDING ADDITION TO BE 100%
KING SIZE FACE BRICK AND GLAZING
MATERIALS.
PROPOSED TREE LIST
Trees
Oy_
6�nOd
Larvnon Namo_
6a�mkNNume
RnN81m
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1�, ,
10
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-seem
FLOOD STATEMENT
This tract is in Flood Zone AE with B.F.E. at 13 and not
within the 100- year Flood Plain according to the FEMA Map #
48201C0945L ,Dated June 18, 2007.
CITY APPROVING
AUTHORITY CERTIFICATE
"LPISD -New Building Addition &Improvements"
This is to certify that the City of La Porte, Texas has approved this
site plan and development of LPISD (FIB Improvements) in
conformance with the Or ' ances of the City of La Porte.
B ��
Director, Pla ng De artment
�,�'�1•
SITE PLAN ACCURACY CERTIFICATE
I, Sean P. Rooney , am registered under the laws of the
State of Texas to practice the profession of en ineering (or
surveying) and hereby certify at bove sit an is true and
correct.
'.• � L � F T� ,,AI
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�* ::' ' *�j� Sean P. Ro ney
....
i * r � ? ,t �� Texas Registration No. 91977
•BEAN P.•ROONEY
.....:...... 91977 : r'\I
,� �..
PSK ENGINEERING
F-3709
TOTAL QUANTITY: 6 (NOTE: NOT ALL LOCATIONS SHOWN BELOW,
COORDINATE WRH ARCHITECT BEFORE INSTALLATION)
3'-R"
SITE SIGN TYPE "A�
1 POLE 84NNE725; RE; SPECS
2 6'-O' WROUGHT IRON FENCE; REi SPEC'S
3 REMOVE 6 REFUGE IXISIINC LIGHT'
FIXNRES WNH NEW; RE MEP/SPECS
cALTERNAT�
O4 LOCATION OF NEW CAST ALUMWUN SCHOOL
LOGO. RE 29/A1.Ot AND SPECS.
SITE PLAN KEYED NOTES
1. FlELD VERIFY IXISTING CONINtIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHffECT OF ANY DISCREPANCIES. REMOVE EXISTING TREES AND VEGETATION
2 IN BUILDING AND PAVED AREAS AS REQUIRED.; VERIFY EXPDT CONDIRONS ON
SITE
3. IX6TING TREES NOT IN IMPROVID AREAS ARE TO REMAIN, UNLESS NOTED
OTHERW6E PROTECT FROM DAMAGE DURING CONSTRUCTION. VERIFY WRH
ARCNfTECr TRE7~5 THAT ARE TO BE REMWEO
4. PROVIDE CONCRETE WALKS AS INDICATED ON PLAN; CONTROL JOINtS 0
5'-0' O.C. MAX. AND EXPANSION JOINTS O 20'-0' O.C. MM1X. UNLESS NOTED
OTHERWISE; RE: CML DRAWINGS. VERIFY JOINt UYOUt WfiH ARCHITECT IN
FlEiD
5. REFERENCE MEP SffE PLAN FOR LOCARON OF SITE UGHRNG/PLUMDING
REQUIREMENTS
6. FlRE LANES: PAINT CURBS AT DRNEWAYS ADJACENT 10 BUILDINGS SOUD
RED WTM WHITE STENCILED LETTERING fi RUD 'FlRE LANE NO PARKING'.
52E AND SPACE LETTETNG AS REQUIRED BY LOCAL AItMORftY HA41NG
JURISDICTION AND COORDINATE W/ ARCHffECT
7. REFER TO CML DRAWINGS FOR SffE GRADING AND SUBSURFACE DRAINAGE
SYSTEM
8. REFER TO CML DRAWINGS FOR LOCADON OF CONTROL JOINTS AND
EXPANSION JOINTS FOR CONCRETE PAVED AREAS
9: REFER TD CML DRAWINGS F'OR DIMENSION CONTROL PLAN OF DRNES, CURB,
RADIUS. AND BUILDING
t0. REFER TD tANDSCAPING DRAWINGS PoR LANDSCAPING UYOttf
t t. PAINTED STRIPES AT PARKING LOT 70 � 4' WIDE, TYP.
12. ALL WSNRBED PftFAS SHALL BE HYDROMULCHEO.
SITE PLAN TYP. GENERAL NOTES
Architecture
Engineering
Planning
Facility Consulting
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PROJECT N0. 11231
DATE 5/21/12
DRAWN
CHECKED
REVISIONS
ISSUE %oR CONSTRUCTION
A1.01
SIB PLAN
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CIVIL LEGEND
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PROPOSED "A" INLET (A-Il
FFF
.FILTER FABRIC FENCE
IPB
INLET PROTECTION BARRIER
X
EXPANSION JOINT
L
LONGITUDINAL CONSIRLIG7ION JOINT
LT
LONGITUDINAL -TIED CANSTRUCfION .JOINT
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TRANSVERSE CONTRACTION JOINT
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SAWED PAVEMENT JOINT
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PAVEMENT GRADING ARROW
NOTES AND LEGEND
1�
��E OF•.TF ��� SITE PLAN ACCURACY GERTIFIGATE
�'.�P ,.......... �9 ',
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�`. � *: • * �♦ I, SEAN R EY �i EGISTERED UNDER T#1E LAWS OF THE STATE OF TEXAS TO
* ; � '�
....................................:.....Z PRACTICE THE PROFESSI ENGIN. G AN EREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE
� SEAN P. ROONEY � AND CORRECT TO THE B T MYK O LE _1
�.� :.........91977.......:` �: -��
��� �/CENS�-� � ���� P. R NEY
ties'••••.........••• '�� TEXAS REGISTRATION No. 91977
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ry ,� CUT AND PLUG EXIST. PIPE
NO-5 �ti ti / { TP
\TG=13.20 �.��•� 14.75 TP
FL=1o.47t .� �`O MATCH
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14.50 ��� � ®�
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53'-12" I-!DPE
@ 0.44% FC
14.40
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- REMOVE EXIST. INLET
CUT AND PLUG EXIST. PIPE
GONNEGTTO
EXIST. STM
FL=9.11 t
t�0'6
TG=13.15
FL=9.19
CONNECT TO
EXIST. STM
FL=9.04t
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@ 0.44°/D
( NO-6
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CONNECT TO � ,� O' \ NO-3 ,yC�\ ��PS ,� P -•J ,>• TP `� +��
EXIST. STM 0, �"'� �'� TG=13.20 � �� .50 D 13.65
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I6"-�6 DEFORMED DOWEL ®I6" O.G.;
DRILL E EMBED 6" INTO PVM7. w/ EPDXY GEMEN7
PVMT.
3/A" REDWOOD BOARD #3 BARS ®16" O.G.E.W.
VARIES • •
SEE PtaNs
5„ ' �3 BAR ®16" O.G.
8"
3 EXISTING TO PROPOSED PAVEMENT
N.T.S.
JOINT SEAL (SILICONE SEALANT)
liga�
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`REDWOOD EXPANSION JOINT
WITH Loan TRANSFER DEVICES
ON 12 INCH CENTERS.
NofFS:
I. SLOPE TRANSVERSE SURFACE I/R" PER FOOT IN DIRECTION OF GENERAL SITE AREA DRAINAGE.
2. FLOAT EDGES 1/4" MAXIMUM AT CONTROL JOINTS.
3. USE REDWOOD 80ARD EXPANSION JOINT w/ •4 SMOOTH BAR w/ LOAD KEY 00" LONG).
4. REDWOOD BOARD EXPANSION JOINTS ON 15 FOOT CENTERS MAXIMUM.
5. CONTROL JOINT SPADING NOf 70 D(CEED FIVE (5) FEET. SCORED, TOOLED OR SAWN
JOINTS SHALL BE I/A TI•IE PAVEMENT THICKNESS BUT NOT LESS THAN ONE (0 INCH.
6. SIDEWALK JOINTS SHALL ALIGN WITH PAVING JOINTS WHEN SIDEWALK IS ADJACENT TO PAVING.
2 .CONCRETE SIDEWALK
N.T.S.
CONTRASTING COLOR WITH
COLOR ADDITIVE TO CONC.
AS SELECTED BY ARCHLTECT
CONCRETE PAVING
RE: SITE PLAN
RE_ CONC.
WALK C.J.
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=,1 I I=, ,I I IIl i it LI I I I
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RAMP SHALL
NOT EXCEED
1 IN 12 SLOPE
�ESSIBLE RAMP
TOOLED EDGE � 2%,��
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4 X 10" BENT DOWELS
10" O.C., W/ PLASTIC SLEEVES
3/4' EXPANSION
JOINT-7
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#3 BARS ®16" OCEW
PREPARED SUBGRADE -TYPICAL_
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N.T.S.
ARCF6TECT
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11 9R@M'AY PUT.I 2]ND iLD°fl
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STRUCTURAL. .. _ .�
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� SEAN P. ROONEY
�� �`•.• 91977 ;� � i
19 Greenway Plaza
22no1 Fioar
Houston, Texas 77046 1104
Phone 713.965.060>�
Fax 713.969.4571
PROJECT N0. 11231
DATE 4/20/12
DRAWN VGC
CHECKED SPR
REVISIONS
90Y. REVIEW
SITE PLAN