HomeMy WebLinkAboutLA PORTE HIGH SCHOOL SITE PLANVINYL 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.
9'-0"
TOTAL QUANTITY: 6 (NOTE: NOT ALL LOCATIONS -SHOWN BELOW.
COORDINATE WITH ARCHITECT BEFORE INSTALLATION)
t,_6.
TOTAL QUANTITY: 8 (NOTE: NOT ALL LOCATIONS SHOWN BELOW.
COORDINATE WITH ARCHITECT BEFORE INSTALLATION)
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TOTAL QUANTITY: 2 (NOTE: NOT ALL
LOCATIONS SHOWN BELOW. """"""'•"'
WITH ARCHITECT BEFORE IN:
t `-5"
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 #
48201 C0945L ,Dated June 18, 2007.
o ,� o '-• � ^' - �i � �-h � ADMINISR ATION C
DIGITALLY PRINTED
DOUBLE SIDED I � 1 } � '� `,, �i' ' Q. S
VINYL BANNERS. j� � $ , � ,; _ d. z ;�
FINAL ARTWORK TBD � � fix '� � t PARKING - � CITY APPROVING
�. � ::� � _ �� _ Q� . .;, ..—..m.. _. AUTHORITY CERTIFICATE
BY DISTRICT. ui � VISITORS PLEASE- *` ro � > " rxEA�T `�' "LPISD -New Building Addition &Improvements"
2'-6" � � � CHECK IN WITH':
o ; — Q � rcI
i � ADMINISTRATIONI p, �� ,_ PEG ;� i� This is to certify that the City of La Porte, Texas has approved this
r° PROVIDE TOP AND �< , � , �.,,�,. -,:-�
BOTTOM ALUMINUM A; � •a ' � site plan and development of LPISD (FIS Improvements) in
BRACKETS AT EACH `� � � conformance with the Or ' ances of the City of La Porte.
LOCATION. , M M N
QUANTITY: 5 (HIGH SCHOOL TOWER, WEST SIDE STUDENT CENTER, SOUTH �'_ �` \ �' � �
SIDE OF COMPETITION GYM, HOME SIDE PRESS BOX, BACK OF SCOREBOARD) �_ `� � $ B ��
)`]gg; CAST ALUMINUM DISTRICT SITE LOGO WITH INTEGRAL COLOR. � � �_ � � ;� Director, Pla ng De ar4nent
CONTRACTOR TO COORDINATE INSTALLATION WRH BUILDING SUBSTRATES. I �' I � ��� f
SOME LOCATIONS Will REQUIRE ADDITIONAL MATERIAL OR BLOCKING FOR �;?„
INSTALLATION. COORDINATE WITH ARCHITECT/DISTRICT BEFORE INSTALLATION. M� k;; su
NOTE: SCOREBOARD LOGO INSTALLATION REQUIRES INSTALLATION OF � "' SITE PLAN ACCURACY CERTIFICATE
PREFORATED METAL PANEL TO STRUCTURE FIRST. �za
I, Sean P. Rooney , am registered under the laws of the
30 POLE BANNERS 29 LP SITE LOGO 28 SITE SIGN TYPE "E� 2% SITE SIGN TYPE "Dn 26 SITE SIGN TYPE �C� State of Texas to practice the profession of en ineering (or
surveying) and hereby certify at bove sit an is true and
con•ect.
`II II LEGAL DESCRIPTION — ,:,���•�• °F••.T�j'4��
LOT 1231 BLOCK 319-322 � *;' � '•••:*�I� SeanP.Ro ney
HCAD11 r * ;` : ,t �j Texas Re istration No. 91977
7t 024-032-001-0016 r•••••.•••••••••••••••••••••••••••••:•••••, g
o ( 7
SEAN P. ROONEY
��\ I LA FORTE HIGH SCHOOL ��4��'�=���a
301 EAST FAIRMONT PARKWAY
��� LA PORTS, TEXAS 77571 PBK F 3709RING
��\
1 _—�_
��
"--- SCOPE OF WORK
\ I � N I SCo e of work wilt consist of the followin TOTAL QUANTfiY: 6 (NOTE: NOT ALL LOCATIONS SHOWN BELOW.
'---- -------_ 18 A1.02 1 \ _ r p g• COORDINATE WfTH ARCHITECT BEFORE INSTALLATION)
I I i I I � I � I� I 1. New 4,600 SF Building Addition located at
('�, -�� � I the front entrance of La Porte High School s -B'
i o/ � ' � � � T I 1 / I � � 2. New wa findin si na a identi m arkin 3° • Z''9• ° 3'
I �r � I '� .� l 1 '�i U �E Y g g g fY• g p g
�� � � � �i ( \ � � • ::, .b. 1Q� / area and building entrances to be installed � F k_
/ ❑ � —\ I � QN StNtrviA ^e§F'?G+°T tlm6 P4 WI A4t0Y?HYa -."5.7�
�_ _____- < , I �"� ' . �\�� 1 �-� / � \ I I I / � throughout the campus including five (5) ,�, �
\ � I � � \ / � ` �l '�� � ` LPISD District Logos �, � , � k
_ t❑ (� �
° ' \ , 6 \ p \ .., �� k �7 CO. ,,.,,{.�r�p{ 1 \ � _ `� I I 3. New exterior student dining area in the area ��x r; 4
i� ° � � \ �`❑ � �:: ; � � 1 v! ` I �N � between the front entrance canopy and o ,��, � ' i
�--� \ � � � I � / � I I� � / ° 1 �- \ I o exterior wall of the student center ����y � ; �+
- ° ° \ `� 2 � f � , :� � � � j � / � � I 4. New free standing tower at the corner of the r7c i ' t
°
_ ° � \ �\ �a � ❑ _ _ _ �- ` � \ I existing front entrance canopy with the LPISD �� � : �q '
-- \ � � ��' T^ \ � � � A District Logo � M � tl � �t
\���, � ;g/�° 4 ° /��\; `~�.o°�� ,o, � ��: s ENTRY 1
, � �n
�� \ � o' �/ ° 2 ° i � / / \ \ � � °' I I I I NO DETENTION REQUIRED PER PUBLIC '` ��{ � ` � ' ' � `'
'�(jpE , \ \� w'` i / / SjL C IMPROVEMENT CRITERIA MANUAL (PICM). P � - �r
� ° ° � � � H
\ � 0 3 0 ;;,
\\ /.per / '•' �..'• ry
�° /1A' ° � � NEW PAVESTONE \ p`O/C
\ � ° ° ° �' i OAn� THE ADDITION IS IN FLOOD ZONE AE ,c
\ ��� ° ,- � / '�'F WITH A B:F.E. AT 13 NOT IN THE 100 0��' i
�° � i � � \ II I� YEAR FLOOD PLAIN ACCORDING TO
\ / � \ A / THE FEMA MAP #48201C0945L, DATED ?'.:�
t \ .l`f ` \ o/ JUNE 18, 2007. � 5
NEW CONCRETE `:� \ , � � ;1�9
\ g \ � t ���/ / ZONING —MEDIUM DENSITY RESIDENTIAL 14 sITE SIGN TYPE A
I � �
t / \ ' � u / / j/ � POLE BANNERS; RE; SPECS
/l \ / \ �I 2 6'-0' WROUGHT IRON FFNgy RE SPEC'S
� VISITOR \ / / Q' // ALL EXISTING PARKING TO REMAIN. NO REMOVE � REFUGE IXISRNG DGHT
/ � FIXNRES WIM NEW; RE MEP/SPECS
PARKING 6/A1.02 t ADDITIONAL PARKING SPACES REQUIRED. (AL��1
®LOCATION OF NEW CAST ALUMINUM SCHOOL
t / , LOGO. RE 29/A7,01 AND SPECS.
i�i �/ ,
� t / / NEW TREES TO BE DISPERSED ACROSS
� HIGH SCHOOL CAMPUS. NO NEW
t ' / IRRIGATION SHALL BE REQUIRED.
��r / ,
— - - - - - - - _ _ _ _ _ _ ��� � 7 SITE PLAN KEYED NOTES
— —�— — _ 30' FRONT YARD BUILDING SETBACK
DROP TY LIE �� III J� I O O —t��� TY LINE / EXISTING ELECTRIC SERVICE TO BE
_ - - � - r'Y � / UTILIZED IN BUILDING ADDITION. t. FlELD vERIFr ExIsnNG GDNDrnGNs PRIGR TD coNsrRUcnoN a"D NonFr
— 7'"�/ �� ARCNRECf OF ANY OISg2EPANgES. REMOVE E%ISRNG TREES AND VEGETA770N
� — -'( 2. IN BUILDING AND PAVED AREAS /S REQUIRED.; VERIFY EXACT CONOfRONS ON
— — — — —
-- -- -- — SRE
3. IXIStINC TREES NOT IN IMPROVED MEAS ARE TO REMAIN, UNLESS NQTED
NEW BUILDING ADDITION TO BE 100% OTHERWISE PROTECT FROM DAMAGE DURING CONSTRUCtION. VERIFY WTM
ARCHTLECT TREES THAT ARE TO BE REMOVED
KING SIZE FACE BRICK AND GLAZING 4; PROVIDE CONCRETE WALKS AS INDICATED ON PUN: CONTROL. JOINTS O
MATERIALS. 5'-0. O.C. MAX. AND EXPANSION JOINTS 0 20'-0' O.C. MAX. UNLESS NOim
OIHERWfSE; RE CML DRAWINGS. VERIFY JOINT UYOUf WRH ARgifIECT IN
FlELD
PROPOSED TREE LIST 5. RETETtENCE MEP SITE PLAN FOR LOCATION OF StfE UGHfiNG/PLUMBING
REQUIREMENTS
Trees � 6. FlRE LINES: PAINT WRBS AT DRNEWAYs" ADJACENT TO BUILDINGS SOUO
RED WffH WHITE STENgLFD LETTERING TO REPD 'FlRE LANE NO PARKING'.
°n—_.sue"-. _ _ _�—""�._--- 1"'"'° -- °'—asp _ S¢E AND SPACE LETTERING AS REWIRED Eff LOCAL AUTHORRY HANNG
E. FAIRMONT PARKWAY JURISDICR°" AND COORDINATE W/ MCHTTECT
1 O ��� oy,, sn�em _ w„a,,,n°�,aw .soc,i. 7. REFER TO CML DRAWINGS FOR SffE GRADING PND SUBSURFACE DRAINAGE
--'ll tT'� SYSTEl1
NORTH 8. REFER TO CML DRAWINGS FOR LOCARON OF CONTROL JOINTS AND
I EXPANSION JgNiS FOR CONCRETE PAVED AREAS
9: REFER TO CML DRAWINGS FOR DIMENSION CONTROL PUN Cf ORNES, CURB
1 O wk uw ao,a..�gw°,,. aoom. RADIUS. AND BUILDING '
70. REFER TO LANDSCAPING DRAWINGS FOR LANDSCMMG UYOUf
- owtas: c�,e«�„,a°s°o�esm.mH�o„e,m, 11. PAINTID STRIPES AT PARIONG LOT TO BE 4' WIDE, TYP.
.... ..':. 12. ALL DISNRBED AREAS SHALL BE HYDROMULCHED.
6 SITE PLAN 1 SITE PLAN TYP. GENERAL NOTES
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Architecture
Engineering
Planning
Facility Consulting ',
:_ _
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�.�•:
PROJECT NO. 11231
DATE 5/21/12
DRAWN
CHECKED
REVISIONS
IBSl1E FOR CON3TAUCTiON
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CIVIL LEGEND
®
PROPOSED "A" INLET (A -I)
FFF
FILTER FABRIC FENCE
IPB
INLET PROTECTION BARRIER
X
EXPANSION JOINT
L
LONGITUDINAL CONSTRUCTION JOINT
LT
LONGITUDINAL -TIED CONSTRUCTION JOINT
T
TRANSVERSE CONTRACTION JOINT
S
SAWED PAVEMENT JOINT
—�
PAVEMENT GRADING ARROW
NOTES AND LEGEND
� Vil�E••uF••.rF,4F- to SITE PLAN ACCURACY CERTIFICATE
�
4 : ' •., S 1
' '� * • •': * � I, SEAN R NEY .' EGISTERED UNDER THE LAWS OF 7HE STATE OF TExas TO
K.*.t.............................::. �. -'PRACTICE THE PROFES51 N ENGIN. G AN EREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE
0 SEAN P. ROONEY 0 AND CORRECT TO THE B T MY K o LET
IF �i�F� •..</OENSFO: 1,<v-G P. R NEY
+,hi S�ONAL E�0 TEXAS REGIsTRATIoN No. 91977
aat
0
+
Fib /
FIT TP�
MATCH i
R�
^„JAL
NO-5
TG=13.20
FL=10.47t N
k, ��LO
^�.
CONNECTI
Fell ti EXIST. STM
TP
MATCH EXIST.
Y 00l"'ll
I I-
ho �GGO h^^ 3 O L
NO 1 Q`tc�`o
,`k O TP \ O TG-13 50;.
`�+�� �` 14.15 FL=144
L' ` O O —REMOVE �NFT. INLET
CUT Ai dDZ'LUG EXIST. PIPEIF
NO-4
7G=13.20 p 62'-'12" HDPE c�
FL=10.75 �1 ' 1 O TP o @ 0.44%
rill 011 .�'' TP MATCh�
42'-12" HDPE tc�� 0 yo O NO-2
@ 0.4496 Q�c� \ MATCt�j TG=50 +ti (1 MATCH
p FL=11 17 LFTII
TP
3.85 1 � ' G'`'S•
O 7G i2"IiDPE ` s
O g O @ 0,44% ` P
a
13.70 ```•�-��`--53'�12"I-LOAF_
14.40
i'
— REMOVE EXIST. INLET
CUT AND PLUG EXIST. PIPE
CONNECT TO
EXIST. STM
FL=9.11 t
f�—
TG='13.15
FL=9.19
CONNECT TO
EXIST. STM
FL=9A4t
20'-12" HDPE
�' TG=13.50 00
❑ FL=9.13
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k O Iti
TP O o r
+ MATCF ti �y5 (� 1
ill
Fib I
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F`FN
GP5 \\ k9 ^l6 0
Alt F& L�� titi 10 �5�°O
,HOVE ExY�'r. INLET
.��\ •."�~jk0 \. o� CAND PLUG EXIST. PIPE
k k 14.10 �c��o ,5oti
CONNECT TO o \ NO-3 ��\ PS n TP
EXIST. STM �1 1�yh 01 TG=13.20 �� yy�R �� Fbe "L 13.65
� ti �S FL=10.811 C�C1` `
ly
IFFIN
Ql
GAL'.--^ .
V g• \\ TP
In
5 �y^ +�� TP
`o 1 N A F °j� o MATCH •y 5 6
L' �^ 1L' ^ ^� ^� b\O �� �r �\ �G o`er
�� ��. ��o wry. ��1 ^ ry^ �GG� Fill 1 �A 1� ^�.
k c)� ^�1
\/ ^ N Fill,
^ 0 ^ `�^� �1^ mot^1 1^ �ti^� ��� �)O G('10 ``�� ` t • F GG^
TOOLED
18"-#6 DEFORMED DOWEL ®18" O.G.;
DRILL E EMBED 6" INTO PVMT. w/ EPDXY CEMENt SEE pI,J,N
IXIST. CONCRETE PVMT.
( \ / 3/4" REDWOOD BOARD A�3 BARS ®16" O.G.E.W.
VARIES
6"
3 EXISTING TO PROPOSED PAVEMENT
SEE
BAR ®16" O.G.
NOES:
I. SLOPE TRANSVERSE SURFACE I/4" PER FOOT IN DIRECTION OF GENERAL S11E AREA DRAINAGE.
1. FLOAT EDGES 1/4" MAXIMUM A7 CONTROL JOINTS.
3. USE.REDWOOD BOARD EXPANSION JOIN7 w/ �4 SMOOTH BAR w/ LOAD KEY (10" LONG).
4. RETriY00D BOARD E�ANSION JOINTS ON 15 FOOi CENTERS MAXIMUM.
5. CONTROL JOINT SPACING NOT TO EXCEED FIVE (5) FEET, SCORED, TOOLED OR SAWN
JOINTS SHALL BE 114 THE PAVEMENT THICKNESS BUT NOT LESS THAN ONE (1) INCH*
6. SIDEWALK JOINTS SHALL ALIGN WITH PAVING JOINTS WHEN SIDEWALK 15 ADJACENT TO PAVING.
2 CONCRETE SIDEWALK
hJE SEALANT)
CONTRASTING COLOR WITH
COLOR ADDITIVE TO CONC.
AS SELECTED BY ARCHITECT
�CONCRETE PAVING
RE: SITE PLAN
WALK C.J.
RAMP SHALL—�
NOT IXCEED
1 IN 12 SLOPE
ESSIBLE RAMP
EDGE
cU z
a-�11 II"� I�III��II'�III��flll"I w
4 X 10" BENT DOWELS
10" O.C., W/ PLASTIC SLEEVES
EXPANSION
JOIM
....
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II III�II° ,
—I �iIF
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ARCHITECT
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Engineering
Planning
CtIJ�}/ Of78' ' !ng
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r SEAN P. ROONEY
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19 Greenway Plaza �,
22eta1 Floor
Hou3ton, Texas 77046 1104
Phone 713 965.0608
Fax 713.961.4571 ;
PROJECT N0.
11231
DATE
4/20/12
DRAWN
VGC
.CHECKED
SPR
REVISIONS