HomeMy WebLinkAboutLPISD LA PORTE ELEMENTARY & JR. HIGH SITE PLANLLI
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MTHP.EL.=O14E45'
L•EL.P"9.72',
& DBL.42"
R.C.P.. SE.. /
Fit L. \ ♦ W`e'6\ \
GROATE2 INLET / / / /./ / /' / h•\ \ \
/ \ \ EL.= 12.83' /. ♦A. \ \ \
GRATE2 INLET1FL.EL.♦A ♦h \ \
�WATE 11.79' 12'\ \ \
R."Rpy, O CRAVEE�� \ \ \
/ \ TOP 2'x 1' / f "L. EL.MITER ♦hh DRIVE ,\
= \
/ \ \ GRATE INLET / 9.55' \
15 "R. C. P. `
FL EL
/-WATER
C /. ♦aa 2T12.21'
9. 86. S•1P3P V.C.
;5
\ \ \ \
WITH VALVE BRASS 26. 9;
Guy
TOP 2'x 1' ✓ FL. EL.= �.'� LIGHT POLES
9 \ U GRATE INLET 9.63'
SO/' ♦1 ? \
p'4! \ �m Q \ EL.= 12.86' -/ / ♦'t' 09 j1 ` \` \ \ \
36"R.C.P.
/ O / TOP 2'X 1'./(SILTED)'
/ \ \ / GRATE INLETN.q
6'C.L.F.
.5. H1-MAST nn \
'` ^>0 LIGHT POLE
/ / � \� \ / / i�� ♦ ' o � O C.L.F. � HI -MAST
O �• -i \ LIGHT POLE �\O♦\;�\• \ \
36 "R. C.P.P.
`\ \ \ \
10,
J(- A
O \ \ GUY .t\ \
\ \ / J / .G' �.• •. WOOD\.
NI)tib \ BACKSTOP S.P. / \\ O \\• \
♦a• O 6�xO. '1 BOX ' �\.� � \\, \ F.H.
4)AY1
// � \ \ /-/ ♦A�/ / ♦h 06 '•\ BASEBALL FIELD �N,\` may• •�\ .WATER
Ae
/,,ro�.i♦h0 .� \ \ J VALVE
0\V lea\�• ./// ♦b/ /♦b 9 ��°v� ��a9� ♦h ♦bry L GHT POLE �HI-IAAST
/ \ \ - �.,VO� / /-/ i��g \•• \ 1 I POL
15"R.C.P.
• / \ /�+P�- A FL•EL•= 13.03' \, \
Ya0♦/ \ \ // by oN hyh :'�'' ,I ♦A i AAA •.0 o CON' `
/ \ \ TOP 2' D IA. - b' ♦A ,�•• ♦ C , tip ♦A'\ ♦A� ♦'S \
GRATE INLET ° 5/ \ G '.1 +` ♦a \
\5\ \ E \ O ♦ J m� 60P.V.C.DRAIN �.
\ // 99 �- ,\ ♦h1 \ b♦9 C.L.F. FL.EL.= 13.16 15"R.C\P.
\ \ \ / {\• /,i /' pb ea 0 ♦ J S �' o' FL.EL.= 13,. 08' \
\ \ THROAT (STORM) EL.= 74. 48'/ / A /_/ '30"RP. \\ A•A
p //' .C.hb ♦ °j�' 6"P. V. C. GRAIN
A \\ FL.EL.-
�%+ \ '7 \`\,aO Q' // ♦b / �/ 10.34, Ht-IAAST BSCORE OARD \p / 5�6 ♦h FL.EL.= 13. 21,
�� \`� v \ at• / / /'b.yb•`\; v LIGHT POLE \ O L• P- 5'FNCn
Cn `�. \ \� /' '/P• ♦ 1/"./ 'S�' HI -MAST 1 ♦h' ,/' C• OPENINGt ♦ O \
O ♦ / \
SEW. M. H. ;'Yt AS \ '\ SLOG• a• \ \
� \ G � 0 �-'�1 b. ` ♦A• \ LIGHT POLE �i � 1♦ A� \ ,
O \ TOP STORM. P¢P \ Val PL 41 7 \
qV Sr' ♦ (2) 6"P.V.C.'
' \ 15"R.C.P.. NE., h� ./•'/ • J \ 1 .50 '� i 6'C.L.F. Y'FL.EL.\ _
o ry ♦'I� i 11 `( HI -MAST = 13.28' \ \
FL.EL,=i�a ♦♦06 g a ♦h• ♦h• ♦h •.\ p/ '�/ ,_rj SAl CANOP� n!� LIGHT POLE
pA h Q \ 39 h "\ 11 7 E\1 7 12) 6"P. V. C.'a
♦A• \-f2 "C. I. P. O` \'O ♦b0 •,,0`' .b'� 1h ST tNG CAGE (O FL. EL.= 13.09' '\♦.y ♦Ae a' \
♦ry • FL.EL.= 'D ry ab -Z•L• SWA,E A '•,� Bp !� 31' • C
TOP STORM. ♦h / O \ 14.33' ♦b' � '\ ♦b' a, '`
SEW.M.H.. / .i ♦61/ '♦1' '\ A'3 hb �•,�li jpL CAN, Aa \ \
TOP SAN.SEW.M.H.,EL.= 15.94" EL.- 16.00' 1' /- q9. 'Soa/" $ VALVE \ �, CNpI
44P. Y. C... W.. FL•EL.= 12.34' FL.EL.= 11.65' / ♦h• 9 \V
�•°e 8"C.P., W., FL•EL.= 11.09' 24"R.C.P., SE.. / .♦h' SL1'EP I L1N :S• \ 6 \
�,\ B"C•I•P.. SW., FL.EL.= 11.70' FL.EL.= 11.15' / /,i' ♦ti O /' COaCt\OpP \aG 4"C/0 hb 6"P. V. C. DRAIN \ �` e� 1A \9 9e \
18"R.C.P., NW.. / 1 O/• 0 ` 1
'y''A \ TOP STORM. FL.EL.- 11.58' / /' ♦b. h' .5 •'h`O YO¢ J\1' \ S' "♦b' I FL.EL.- 14.06' F ♦N ♦A' \ \
Win. SEW.M.H.. \ / /" 00 '`. ♦h .o'. t!2 C'(,OLpG• •GA i\ \
EL.= 15.51' / /. a0' 'Se ry� -/ �� ♦ god' O�NpP OP \\ 6 ` O v
18 "R. C. P.. NE.. Top STORM. \ /' ♦b'♦e' 1 Y . p6R�S SS 10 I l ®ss%� ry \ PLAYGROUND 9 5 A9 F'A C1 \`In \ \ \ I
FL.EL.= 11,68' SEW.M.H.. / �' e ,C�'' q.•CA�I� h. /_sue ♦cy. ` AREA 9b. a l?. ,y 1 ♦h• ♦
18 "R. C. P.. SE., EL.= 75.77' i" 1, G• i t 6 n S100.AO�P� Pm / ♦b9 ; 1h \ , ♦tO• ,. ♦h a 9 ♦%� :\ ,ny h9 \ \
FL.EL.= 11.73' 15"R.C.P.. NE. • �� ,iti0 C00 / 43',e > l�1' \gP '(- '�'°t mr' - 1 0 ,�La' \ \ ♦ 9♦ O i
oA \ 15 "R. C. P.. SW.. FL.EL.= 12. 75' n b• A - 6 �+
i, FL. EL.= 12.82' / i- ♦b. /• Al : l� "eS \' / •� \ f b. \ ,L '�O p.`t° •.A• ♦A.\ \
/ i' 400 ,� ^.,h 60P.V.C.DRAIN •. . ♦b' 'S h n ♦ \
\.\ // /',LO �' /" O' �� FL.EL.= 14.92' TOP 2. 5'DIA ♦1' 4• 1� t ^� \ \
•\\ STORM THROAT /' APPROX.LOCA: ♦b' '� h9 o I N® ♦ C\.•E••,' 4' GRATE INLET HI-8AY METAL GYM q 1°ELE¢. ♦e a� \ \
EL.- 15.36' 1'I' •s9 ♦ S G /" PL 3) APPROX.LOCA. EL.- 15.61' GYM FINISH ., ♦ ` \
CAS LINE AS o- "$ e- \ d ¢ ry FLOOR EL. STUB -UP ry9 q 0 ` \
\L TOP GRATE\;\ O PER L. P, (.S. D. ♦b- - O \. pG• (7 Jti G ti, GAS LINE AS \ 24 °R. C. P.. A h \ APPROX.LOCA.
a Q' / , q� V Q i 19.23' . 6' C. L. SWALE A• 9
Y�\. / is 0 4• �i/ PER L.P.ISDW.& NE. o GYM FINISH ♦h',,,_ ♦ �1 (3) 6"P.V.C.'s� \ 6 6"WATER MAIN
INLET EL.= \ \1 / LARCH. MAPS. ti ® '.y q \,OG' ,gyp\-\'®\-Y' QQY' ARCH. I.S.D.MAPS. _ Ah \ FL. EL.= tD _ '-'_- FL.EL.= 13.50' 3' `L` \ �( E
\ 15.` /'.,` 1 10 /bry 0.1'� 6� 01 - OL ° '( 6800. '•I "/ b" (POSSIBLE b' ` 11.16' $ FLOOR EL•= •.
\ 24 OR. C•P.. SE..\ \ A : 1 o W \
/ /" b' / �h. /" ♦ 0\• ? ` ddd t G• A@ANDON!$NT) (' ♦ \ h 122. 45' 19. to` 3/4'WATER \ O
FL.EL.= 12.50' ,,/ �h0 g - \ 1i�r /"to'ry` h O O �'' /'. ♦ _ co - ♦ 31.56' y -•,` 'L
/ ♦ b••, e S , O 9 ♦ STUB-UP/VALVE
�.-'---'- \ 9
STOP _ � . tn' A
\ /'� 'L° ♦b. ♦ - �.' '0 4 /' b' c' / '1'. b' 1 'b• POSSIBLE UP h A• A• �0 1 r
b' ^fib•- �.•.___ _ _ _____-__- - _,..__-a __�._-__�_ __
1' BACKSTOP
a
I 1 ♦ E A•
hb� ....^-. _-:•._:_ �,� .................... _ ..R:.._.•.� �._ ,, �.. ......_.... ..................:...............: CONC. .L• ♦g, b g ............. o O GAS STUB -UP ♦ ` \.
GUY jy /� 90,.% ..pP\.1'i \ �\�>�i O' __ C-" _= _r -_ • I 30 N)ATER� PPROX.LOCA. 9+j S�)i' ........... u - ,9.. //.1...
/ ^_ RISER /10"GAS LINE AS b� h• i" ♦® 6.70' ,� (3I 6"P. 13.33' .....
,i 0 c31 I 6.H
05 '-" ox la I'o-�. __ _-_ _ �_ - _ \ 1• d e• •. ♦1• e. 4.70 �c� 1• 1 FL. EL.= 13.33' i. N. b
1k �. , w u �Iaz,- o♦ --._ -- -- PER L. P. I. S. D. 0 ♦ o� ♦ TOP SAN. •. APPROX.LOCA. '111' e1 I AG
APPROX.LOCA. \ )° I o z 157 2 - "'0 O ARCH. MAPS. 7. 7'COV. S/W b'
♦, / W \v _ _ ou a, i 0 h o COVERED m
/ e / 0 ♦ e----__-�-_ -------- '------'- ----- ------'-- ---b----__-__------------------ __-__---- �", - O PER L.P.Ls.D. A A I♦
B"WATER MAIN %4 v o'' 0 0 1• ♦ _+ o e 3°GAS LINE AS
v., S4c\1L A Pso i' o 0 1h 8"C.P. d it.00'"" o ♦ ENTRY to. ^� TEXAS
n .00' � DO HJ,y SEW. M. H. BASKETBALL COURT ♦ h'
AS PER CITY P'\`}'O _ r r } - �� -I- �L b "'-" '- 6.604 m15.70 EL.= 17. 95'• \ APPROX. LOCH. S.W.B. T.
m ♦ FL. EL.= ti GAS ys �m 6"C. P.. S.. ARCH. MAPS. CAS LINE AS PEDESTAL .h a
MAP 9 •� ♦h' - - _ --- COV NTRY' ry I t GAS �- - /; COVEP,ED o a / (ASPHALT)
h• \ WOOD ®�'' 16.10, o /APPROX.LOCA. `� 10 VALVE .n .\ I AVE,
♦ LINE a' ENTRY FL. EL.= MAIN PER L. P.I•S. D. a
P.P`' DECK _ -- m )p 62. 33' o 50 TOP OF COVERED ro (STUB -UP) % SAN.SEW. LINE ♦ ♦b' lSTUBJ.)P) (40.70 •tea '`h . 14.0 ELEC. 0 rARCH. MAPS. 38" n�u ,h S'FNC ^�.�, �♦ LAB
...L .w .t'.'.. ... ... /.. ..0�. ..... .... .. BLDG. EL. E,.L.Y .... rcrc E. r. i. S. D. ........ ............... ...... ...... ....._.... Iv 1.' o ASH (TWIN) , OPENING :\` a• k6R.
N 5'
-1 I 0 07 I l ................ .. ... .... ... ARCH. MAPS. . .. .. .. ... I ............:........_------............ ........ ....t ..'1�.�.......... ......... ........... c....._..... .. _ _ ALL 60 0' t
I ♦hye ! t33.3o �\ I l8• FINISH/ °33.6S J'- .. ............ ..... ......... ......... .............. ................... .. ....... .....
b WATER __. FLODR TOP STORM. 6 . TOP OF 13.g0 / (POSSIBLE h ............................................................. .. ...,�8 `
A
h ���� I APPROX.LOCA. POSSIBLE - _ pe;, S11
APPROX. LOCH.♦ 24.5�' 24 COVERED I C.L•F. TOP STORM. 'L 3"_ 1A ABANDONMENT} q -1 14"TALLOW :� ',d--,_-:- 1-1/2, UNOGO.ELEC. 60.00' c (UN GD. 1 --.' -- '- \�' 90 C.L. A(� ♦1 O
GAS LINE AS (VAULT ECAN \ EL.= SEW.M.H.. ♦0•� -33. o ♦ h �°. _ '2.30' ♦ .; U h \
SEW. M. H.. n y A "� __F.1..EC.,_L____ o-- - � PORTABI{E METAL .`A• SWALE ♦ ( ♦h• .7. II
ENTRY GAS 18.78, EL.= 17.76' i ♦ 8'x8' b. b. :1 g I GAS LINE AS SERVICE AS m CONC o CONC.ORIYE h
PER ENTEX MAP ry PLTR. I EL.= 16.75' 50. 80' SLAB ♦ ♦ AREA OF p :PER L.P.I.S.D. PER L.P.I.S.D• _ 1•`�0' BUIhDINC _. _-_-- _---_---.-_--_,----- (ASPHALT) 10 'l;
A -_-_-___-_-___________
O 15"R. C.P.. N.. ^, _____ h METER S -
Q it
$ m E EC. - A
Oa 15 R.C.P.. N.. ASPHA T� ARC. .MAPS. ARCH. MAPS -
\^f°••�t°•A T ) SEW. 69. ,s FL.EL.- 12.19' a+; 1 (DI SCU$) L :� I ------ M.H. o - -vi _-6S�e�.L1, y3,�.xa1i I� ♦5 •�h' ♦ ,•I .jI G
1 r ♦b• ij ATER \�APPROX.LOCA. 4" TDPELAN•17w94'M.H"� EL.- 7. 6' 15"R. C. P.. S.. FL.EL.- 12.33' ,\0 74, § (MAY BE - �_,/..,, oo ♦h•
ALVE WATER LINE AS 1 12"C. 1 • P. • W. • °♦ \O'R =\'(' 1♦ I ABANDONED) I ,o 8' CONC. S/k" 4t `!9:_ 8' CONC. S/W 1 I ♦''�
TOP SAN. SEW. '' 18"R. C.P.. NE.. FL. EL.= 12. 03' 64i q, t ♦ p rv.v
M. H. EL:= I' PER L.P.I.S.D. 8"C.t.P.,NE.& W.. . 12"C. I.P.. W., FL. EL-= 12 39' g• 4• \A. ti .I,2 '. 'y :� I v ,,, TOP SAN. SEW. M. H..EL.- 16.05' TOP SAN. SEW•M. N. ,EL.= 16.27
'(- I : ARCH. MAPS. FL.EL.= 11.85' FL.EL.- 1 .76 ♦.�3.m-t'- \q♦0' ♦g• ♦e• 9� b9 j COVERED: 1 -STORY BRICK BUILDING e a WASH 6'C•P., N.. FL.EL.= 12.00' Jz � II
17.04' ?, 'S, �� 4"P. V. C... S.. 15"R.C.P. S.. FL.EL.= 14. 46' @ ♦0'PORCN ♦O' b' ;� ENTRY ( ,�- %• w o 0'15. t0 5. 70 i "�i'". '� 6°C. P.. S.. 7L. EL.= 12. 03' 6"C.P.. N.. FL. EL.= 10.69' j� a�• �-
12"C.P., N.. .� ♦to -\A I! i FL. EL.- 14. 39' ♦ ♦ 27. 001 (La PORTE ELEMENTARY BLDG.) I i o 0 6"C. P.. W.. FL.EL.= 10.66' '° w ;I
FL. EL.= 9 .01' FINISH i R 'C•e, 92.9o' 0T.60' ;108. 10'
FL.EL.- 7. 44( 12 "C. 1. P. W., FLOOR 71.51' 60.06':�
o"y i' 'l \ o 39. so' i SERVICE AS VALVE "+ b '� i
p, b• o GAS a COVERED
8 °G•P., E.. ,I ♦ '• I FL. EL.= 9 .44' EL.= ♦® ,; ® `A-`.�. \ UNDGD. EL EC. ENTRY
fL.El.=8.09 �' in i� _ 18.79' 1♦ 9 5.t6' FINISH: Q o /�`- h a Ohl 11 '�,l as
B°C.P.. E.• 0 I APPROX.LOCA. ♦6" 1�1 FINISH FLOOR TOP 2. 5'D[A 9.60' T I COVERED - ♦ho A• h
w .I t Q PER L.P.I.S.D- -� h' ♦h. I ♦ 5 P FL.EL.= EL•= 9. 76f ., SAN.SEW.LINE AS - 'Dy0 FLOOR EL.= g j te. on'.'- $ COVERED /I ARCH. IAAPS COVERED o i � ♦h• ♦ �Jm>
i P: V. C.. SE.. O� a �• it R PER L.P.LS.D. �"� 15'x 20'H.L.& P. \(b o EL 18.89' ®O 2 b-y GRATEL.
APPROX.LOCA. I ENTRY / / ENTRY ' C.L.
FL. EL.= 9.73( C) ®gay ARCH. MAPS. CO. TRANSFORt+iR 'h n
8 "C. P.. W.. vI Pti, II •� _ 0, �}�18.84' HI -BAY ® ♦ '` 6°C. P., S.. :� w 6„SAN. SEW.LINE �® ,;, o ♦ bh 1' SWALE 1 q 1 i `III ayu
FL.EL.= 8.05 a 9t m i - STORY BRICK BUILDING EASEMENT AS M.H. \ o ♦ 1't = 8' ARCH. MAPS. 1544.60' o o
n AS PER L.P.I.S. D• / o 1' (ASPHALT)
,' o, - PER F815651®' H[-BAY METAL METAL I '107. 90' ;,n
(POSSIBLY li 1' o (La PORTE Jr.HIGHI '-lam (GREASE
o BUILDING (GY)A) BUILDING; o f FL EL = 13.96' ` 25. 00 /
O. P. R. R. P. H. C. G _ __-_-_-___-_- ♦ �h' II 0 /g jIC. C.L.F.L. F. tO I v 67.00' v s 408.48' h gh"I aOCL
ABANDONED) ( / '� ( GYM i ry♦ . I - _ _
:_
- TOP 'I _ 28"ASH OF 0 ', % � a
1' t Co L -_- _-_- -_ h �i Z 'I 4 C�0 CONC. PORCH o FINISH 4'x 6' \� ♦a ' j �;"o C0NC.5/tl -_____ _ _ .1- -_
to i F SLAB 64. 0' FLOOR CONC. :ry _ _ _ PLANTER---
♦b•01 ,j 2 OF POSSIBLE F� o y9 EL. = RAMP _ - --' ------\-' -'-'-- -----'-'-'- -------- - -----'- 1 �
I� ELEC. UNOCO.ELEC. TRANS. �' 18.81'\ rAPPROX.LOCA.M H. I UNDGD.TELE. ryh C.L.SWALE _ _--- - - - - - - 9
♦ SERVICE w - c I 33.30' 3°CAS LINE AS SF-BYSSE_ -
SVC. 20. BO - \ COV.CONC.WALK., o o C o /- {�__ _-_-_-_-_-__\_ - ______ ♦co• _-_-_-_-_-_-_-.._._.-_____ ♦A'�}� ♦A' III 'a4
rye LINE G PER L. P. I.5.0, ♦ a �S7y( :� PER L. P. I.S. D. �•_. ( TOP SAN. SEW. M. H..EL.- 15. 76' END i ( u
' %\• , I O ARCH.MAPS. RED 6"C/OI. ep e0.t7'; �' -q<�. - ARCH. MAPS! a 6'C. L.F
♦ e g h• �F 5°C/0 f n z < CONC. S/W 24"ASH a 6"C.P.. N., FL.EL.= 10.76' 1 �: ^� •y II Jz r.
♦b. ry♦ ♦ 'S :� o G ou / I! I try ♦h' 6"C.P.. S., FL.EL.=10. 43` i 8�9 ♦`� h' '�ti a
APPROX.LOCA. Li'A. ENTRY o 9 n,1: e_--o\ ,o / 20" C.L. I x
•1• I q\, a I I 6, FINISH^ 'I• o APPROX.LDCA. 2. 5"' io / y ♦ 0 6"C. P.. E.. FL. EL.- 70.36' g II o z
I COVERED C' gPPROX. LOCH. GAS Llhc A9 x= q. gqv O' A' TOP HEADWALL ♦h' ti O ASH { P8"I; O APPRDX. LOCA.SWALE
25. i' ry f J \ C.L.F.1 -STORY :FLOOR 24 70 FINISH ♦ ♦ 0 'L �' :� \_ WATER LINE AS 'V ( b' \ b' p b' 9 (ASPHALP)
• / ASH I '. 2'WATER LINE AS P•P• j _,. L`'_ 0.34' ENTRY 3"SAN. 6EW-LINE FINISH PER .P.I,S.gy ^ a BRICK BUILDING FLOOR (BURIED) b'y b� 0 TOP M.H PER L.P. [.5.0. 28" ,1a PER L. P. I. S. D. CONC.DRIVE ♦ h ♦bb ^i �e :'� ♦ II' aUw
p o PER !.. P. 1. S. D. FLOOR ARCH.MAPS. :¢ o :18.90' ♦ C. L. SWALE N - h• q •. 1 h
h n (( t EL.= ♦ EL.=17.52`. `J ARCH. MAPS. / I uw '` 1 O C.L. `i• ul a "j rva
I ARCH. MAPS. EL.= u \ 5'50. 4'S0. TENNIS COURTS"`"---------'-"-° COV. 30" aASH, /;oz ARCH. MAPS. pa g• h• (S 14D s II
( •.1 o PLANTER/ 18.89' C.7' If""t t z n 109. t0' COHC. CONC. 18.89' 90 00 BRICK (GREASE ASH `� IJ-. \ h sv^7q 16"ASH ♦ �, '` SWALE ♦`ot �® a
4.09'' _ BRIG u fo t 0 0 A 1• j�QNC• TRAP) h I ,ma CID
TOP STQRAI. q; ♦b ♦b VALVE (ASPHALT)
1• WALL ♦ / GAS 4'0 a
\ J t- 1 u PORCH RARE O ♦ ♦ f33.30' Fe'D 11
♦1. y0 /� �9. 54" $ \, 0 45. • 2' WA.' L w -� t i� A. m ♦�'' 13' CONC. S/W :13' COV. CONC. S/W b' -
1 ELE. a.b 46. 02"' m •? z t .- ♦ r. 10 aco SEW.M.H., A O o
V)i♦ L[N� _.._ _ ___ _ 'COV.ENTRY .; 0 ''a e 1 e' ♦1' i 1� EL.= 15.22' ♦ ♦ • p 1
- �-- _ - 50. 79' �' . �' a�'� '- 17'CONC.S/W •� "' 'h 2" ( APPRDX. LOCA. T.B.M.- WATER
N
15"R.C.P.. W., 3"WATER LINE AS \ 0 ry A ` TRAFF!
• I L ,r 1 _"_ -__ _ __ __ _ wttf i 'u -03.49' 0A t6"TALLOW ♦e. 61 25'0. L.8Y 1. INLET EL.= 16.33, :1 n O ' ASH 1 FL.EL.= 11.92' h' WASH O R.R.SPIKE p0 METER 9
6.3 CONC. S/W .6' < 1' 15"TALLOW ♦1' ♦ q' 24"R.C.P.. E.& W.. aS 12"OAK '>-•: 1h P.P. �` 18"R.C.P., N., PER L.P.I.S. D• A ♦ 9 {°`) \� IN P.P., 4TUB-P. C. BOX
.LAG--� L `a _____ z ♦ _____18'TALLOW __ ___ ___ ,0 1 1 ,n ♦ ARCH. MAPS. 1 ;j qry c _ _ _ _ _ _ _ _ _ _ _ _ ` 9 b I CI1Y ORD. ♦_ _ _ _ -_ _ ♦1 'O' '�^ _ ' R' 16. 99' (NORTHP ♦5' 1 SIGNAL
11it1E b_ '� ♦_ _fL.EL•=_1.7 v53___ '1__ _ _.__.__�___. _._..___ ro- _ (UNDGD FL.EL.= y EL +, .� _ �._ _ _______ _ __________�___ ___ __ ____.__ _ _ __ ___..____ (NORTH) I a•P'
�- a �CONC• l�TA �. 38' ,'�• _{�j______ �__�__________________________________�t____--________.______.L____________________________________.____ _________ ___LIGRT/_ A BOX aV• ♦1' POLE 48" n '1. 1•. ♦ 24" 1• 'V �CEC-)
ryry 0• WOOD 1, SIGN Pt i oJ. LIVE c : ♦ ♦ A 8" SIGNAL ��. li Fe O21C
1• LIVE m b• •� LIVE '!' 0 05 14-� O; ♦b 15" I/. '! METER 8" q <I 01c,l G
♦1• ♦ OA i DECK +. I n ♦ b OAK OAK ♦1. ♦h "t h 9 b ASH O 'L A In WATER LIVE POLE h•�. 1 1 >.
t t n O 6" 7.0 10° 'h 6 9 96 WASH 01 a POLE 73. 5' LtVE 30" A ♦ Oh 90 / \�
287 .47' (CALL 289. 8') u ♦1 20' COV. CONC. WALK ♦1' 1' ♦tO SWEETCUM OAK' a GUY ♦'O•' Cj 1 B "OAK 3' h cy 't CONC. : \ METER ♦ ♦ O O 0 OAK GUY - r ^ �+c A. �A
e' L
:TALLOW •. ♦ 4'il h' C�' b' ♦F''b' ♦h'h' OAK PA M
/ 'RAMP C / CONC. to fo __�.a.____1 _ _ ______ _ ___ --------------
O _.A, ____ _ _ _ __- _ __ _____ __-__-________ ___ ____-_____-__-_ - __ _______-_____ ___ ____ ____ __ __ _______ ___________- _______.____- _____ ___________ __-_ _ __
CONC.PARKING e a 1 1 CONC. A,
42"' ,5 'LA1 b O P.P. 1'ry 1 ♦ 9 b 9 _____ - '___-_ ,�__ ��__- - ___®_ _ __A -
_ _ _ �.
o g3 b'
/9Xj a 'L ELEC. P.P. LIVE 0a i PARK(NO . ♦1• 1. ♦ 1 ry h h PARKING h b. Ab. a P.P. PARKING h ♦ ♦, _ - �9 qyo �� b• ♦h 00 A`D Th.O W h/ \ CAi-C j
b pry y a j O ♦ '. ♦1' ♦ T.B.M. - P.P. ♦O ♦ ♦`° •. •.`° •♦h "�'. P.P. p� ® a •l ea ry Ory ♦ b� ♦h. A 'N
WALK' 1• SVC. OAK 1' °� b' P.P. b�' Ah 'h"' R.R.SPIKE 'Sh (ALSO ♦e ♦1 01 O♦ / 'S 1�7�3 0G,41 W Op'S �b h.0 "� q 'L - -q 9.` g h0 .t`p'0� A O O Lg'p• S^+ I� I�
to'0 h 1 'S �o A O `3 °, "� 1 1 �i �1 1 \\\
h^♦b ♦ b. TCP GRATE ♦h' ® b' ♦b' b ♦h' "7'99y O 9 O h A P.P. b ry ry ¢ 9® P.P. 'b' A0 END cc��� 9 b♦e P.P. A"�p •S eti ♦60 0'.y 9y �. ♦h ♦ •. .P.
SIGNAL ♦ ! LINE APPRDX. LOCH. (UNDGD. ♦b' ♦b' ♦(°' IN P.P.. ♦'�' N.W.) ♦b' ♦b• '.`�' ♦b' ♦ b ♦ ♦ h' h' ♦ h' h' O h' WATER h' ♦ O '`•K-t� ♦ h' ,�, a• h' h' p• e h' ¢•
POLE / GAS LINE AS 10 H.L.& P.CO. ELEC. INLET EL.= 15. 98' ♦ ♦e. ry "� ♦ ♦ ♦h. A' h 3®O ♦ a• ♦ g• h' h•h• ., h• ♦ g• h h' ♦h' h• O ., ♦h' b h ♦' 31 : ,
j ' EL. = 19. 14' b. 1 ♦ ♦g 1h•A. ♦ ♦ ♦ ♦g. ♦ ♦ VALVE ♦ ♦070• CURB ♦ . a• - ♦ •, a• •. A• a ♦ \.
\ P' PER L. P. I . S. D. SEI€ENT AS SVC.) ♦ 9 24 "R. C. P. , E. & W.. ♦ h' \ ♦ ♦ d '` , A• o'y JAI ER
' I •. 1 TOP STORM. •.
ARCH.MAPS. ER F015657 1•� b• FL.EL.= 11.78' ha G o e. VALVE
O. .R.R.P.H.C. 9 '. ♦ SEW.M.H.. 1 a ••
A b' TOP STORM. THROAT (STORM) n h •. A•
¢ a Ka0' I i EL. = 16.29' '. 9 '\ • ry o h , .h' ry ♦ TOP STORM.
' Y I � ♦1 APPROX.LOCA. APPROX.LOCA. � 18"R C P S. STORM THROAT SEW. M. H. `'� EL.- 74.fi0' h9 A qtO ♦ he 'x'I h• 30 ry ♦h' p•'
8'WATER MAIN 3 GAS LINE AS L•E11 11.45' STORM T EL. 19.85' EL.= 15.43' '. h• h' CONC. •.°j' o ♦�'• ♦h H
I / _L. ♦ ♦ STORM THROAT SEW.M.H..
AS PER CITY _-- / PER ENTEX MAP m7 15"R. C. P., W„ EO = THROAT FL "ELC•P11 731 EL.= 14.23' ¢�' - E
'___'--------------'-------___. _._.._.___-_---- ----'-`---------'------___ i FL. EL.= 11.57' ._ = O'a �o L.= /4. 93'
OOf R. �. W. 18"R.C.P.. 80' Yairy Ya0 �� � � .� u�g FL.ELC=P10. 93'
24'R.C.P.. E..
L_- -_-.: - - -_- - -_ -_ FL.EL.'= 11.80' ♦\¢ �. 4^
__._._______.__________________..,,,_________.____-____________-_-_ '_-_-_-___ FL. EL.= 11.58'
L__-___-______ __ __ _ __ __ _. __ __ __ __ __ -_ __ -_ __ _ __ __-_ -_ -_ __ __ __ __ -_ __ -_ -_ __ __ __ __ __ __ _____-____rr______-_-_ _-_-_____-___-_-______________-___-__-________-___-___-_____-______-_-______.________________. .____-_-___-_ __.-__.__-____.-_______-_______.-. _ ____-_-__________
i---------------_----_-_--_------_------___-----__-�.6. M.#301-----___-------___-_-_--____-----__-___-__-__-__-__-__--"I_-----___--_--_. _.- '-___-_:.__-_-_-�___...----------�.__
1 i I 1
NOTES I If �� I I
• 1. Survey based on Infor)tation provided by CHARTER TITLE CO. PLANT & L.P.I.S.I�, I � [, DON DENSON, HEREBY CERTIFY THAT THIS PLAT REPRESENTS A .�A '
7. TRACT SUBJECT TO c[Tv REsratcitoNs. SURVEY MADE ON THE GROUND BY ME OR UNDER MY DIRECTION ON
MARCH 11. 1997 AND AT THIS DATE, THE FACTS AS SHOWN OF L
Title Guaranty Coopany ___________ N=A_______________ G.F. No. _________� 8. REVISED: 3-25 -97, TO SHOW ADDITIONAL ELEV.'s/IP.IPROVEAIENTS AT Y �7 R ACRE
1� A {+ OUT
[- t�
PAOST NORTHERLY GYPA.LAND $�1j T �qp ��ggq�J�� w§���� N HEREON WERE TRUE AND CORRECT. T.S•P.S. Category 6 `T�ts�"as�.,,a 2 f o y� 9 � �5'�,+f�G �F'dhier� lit! 0 ®f T('I�
-__- DATA SURVEYS, d.d p INC" �7 e t���@@ pp 3'; ®"P'
2. Flood Plain Designation TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN (ZONE "C°) Condition It;° ®b�� ®� �-vN B'�®i`i
AS PER F•I.R. M. PANEL # 485487 0010 D. 11-1-85
A6.0 °.°eon a °°e °. 9
3. TRACT SUBJECT TO COMPLETE &CURRENT TITLE EXAMINATION. ooaooa oo on.......... . J �.e k-1NStJ 1'q HUNTER �-�?�VE�� @ A R Isfer Professional Land .Surveyor
state Texas � ��"q' (VDL. 8. PC. 16, H.C.M.R.'
+ 4. BENCHMARK CITY OF LA PORTE SUR. MARKER # 30. ELEV.= 16.52'. N. W.COR. lNTERSECYi� ® /. g��g IS g�j��q TEXAS
OF WEST 'E° ST.I BROADiYAY (BRASS CAP SIDW/PE
OF MARK) 7978 DATUM ADJ. �jFe t W4° ''' 9 P'�e 5'i 6"3 4,7 $.)I� (i 1� 9 1 �p�i �">
5. T.B.M. - SPIKE IN P.P.'s ALONG EAST SIDE OF @ROADWAY APPRDX. 30'SOUTH OF "D° $T. Land Planning, Surveying. and Mapping L'®� -�„ REV LA _-
& APPRDX. 117'NORTH OF "COST. (SEE 047CJ Don Dswoa " z.„ Plat 1" = SO' Ba01ry of PRIOR SURVEY Re4arana® 95-(345. A
Rpg.Pn;fws1cmlLand SurveyorNaXW seal®: Boaringa t File 6. UNDERGROUND PIPELINES/UTILITIES [NE9/UTILITIES SHOWN HEREON ARE PLOTTED USING BEST "APPARENT 8, ti DATE. P.O.(9oX 890027 Office (713) 643-8585 Fox (281) 332-0950 STATE OF TEXAS �ptarsuo fA:^.9u- lax.^a 9tvvoyad By Drarm By CheaKed By t F
EVIDENCE & FURNISHED UTILITY MAPS. NO PROBING OF PIPELINES/UTILITIES PERFQ4i D O DATE. Hvis-`on.Texas 77289-0027 (281) 332-7050 9cototy as trt.?Gafcm� :crvcyorm S/K/G G.A.N. O.D. i F LE NO. 27 -
za"=.-- .-uz.-�^�,.. .-�r..;.;.,...:.as.u'>=:_ .:.q�-._,.._�..�-��J:�rt .n_rn-.uY_��ts.r_ 's�•"�'•"'�i
iN
.,......•��..�"-
L ,
Irce
e
III— -I I I fI I� I 11i111 11 i F1 I II ,I 1 1_ , I , i 1 1, I tl I li
2" MULCH -I ! I —III—! I I— I I- —III—III---III— I I I —
—€III (!III € I I TREATED 2x4 STAKES - —� L-- STABILIZED SUBGRADE
PL T G IXTURE I
IE
4" DIA. PERFORATED PVC T 24 O/C
SEWER PIPE - 2 PER TREE
SET ROOT BALL ON 1 4" OF "6 GRAVEL
UNDISTURBED OR
COMPACTED SOIL
NO SCALE PIT FILL 1 1/2It cIt-01i RUNNING TRACK
NOTE: THREE BOARDS APPROACHING EACH PIT
SUPPORT BRACKET
+ _"t•. w', I'- ,-". _,
1/,I EI C 10-011
�,4.24 SHOT PUT
1/4" METAL BAND
RE: PAYED PLAY AREA I/C15
FOR CON5TUCTION
11 10 -01
2 WIDE WHIIVTE LINES
I/4" = I'-oll
1/4" METAL BAND
RE: PAYED PLAY AREA VCIS
FOR CONSTUCTION
C14-19
GENERAL I ITT NOTES:
I• PROvIDE CONCRETE WALKS AS INDICATED ON SITE
PLAN. CONTROL JOINTS a 5'-O" O.G., MAX., AND EXPANSION
JOINTS Q 20'-0" O.C,, MAX., UNLESS NOTED OTHERWISE.
REFER TO DETAILS ON SHEET CI5, VERIFY JOINT
LAYOUT WITH ARCHITECT IN FIELD PRIOR TO FORMING.
2• PROVIDE EXPANSION JOINTS AT THE PROPERTY LINE AT
ALL NEW DRIVES.
3• ALL EXISTING VEGETATION, SHRUBS, AND TREES TO REMAIN
SHALL BE PROTECTED AS REQUIRED TO PREVENT DAMAGE
FROM CONSTRUCTION ACTIVITIES. ANY DAMAGED
LANDSCAPING SHALL BE REPLACED WITH LIKE PRODUCT
AND LIKE SIZE AT THE DIRECTION OF THE ARCHITECT,
4. CONTRACTOR SHALL PROVIDE ANY TEMPORARY ROADS
OR CROSSINGS A$ REQUIRED FOR EXECUTION OF THE
CONTRACT. ALL TEMPORARY CONSTRUCTION SHALL BE
REMOVED AT THE COMPLETION OF THE PROJECT.
5. EXISTING FACILITIES AND ITS AUXILIARY CONSTRUCTION
SHALL BE PROTECTED FROM DAMAGE DURING THE COURSE
OF NEW CONSTRUCTION ACTIVITIES. ANY DAMAGED
MATERIAL SHALL BE REPLACED TO MATCH EXISTING
AT THE DIRECTION OF THE ARCHITECT,
6. PROVIDE HYDROMULCH PER SPECS AT ALL LANDSCAPE
AND PLANTING AREAS DISTURBED DURING CONSTRUCTION
AND AT AREAS NOTED AS FILL AND GRADE UNLESS
NOTED OTHERWISE ON PLANS.
1. FOR PHASING OF CONSTRUCTION, REFER TO SPECS,
RE: PLANTING PLAN 8. I
. ,�e1 ter, TO EDGE OF WALK, PAYING
PAYING DIMENSION$ ARE
�\ ' -� ♦ BACK OF CURB, FACE OF BUILDING, OR PROPERTY LINES,
.s,.00.1 '/, ,/' f - ' :,l i ♦ \•11 \ 1 \ UNLESS OTHE€�U SE NOTED.
/ " \\
�O ,r •-"".... •`\ \ 9, EXISTING UTILITY LINES SHALL REMAIN IN SERVICE DURING
\ THE CONSTRUCTION PERIOD UNTIL SUCH TIME THAT NEW
,• �' \ ♦ \ TIE-INS CAN BE MADE OPERATIONAL. CONTRACTOR SHALL
SHRUB/GROUNDCOVER PLANTING O SCA O, DISCUS BACKSTOP DISCUS rr
NO SCALE 1/8" = i'-0" o•�e ,/^� \,� \.\ � REPAIR ANY DAMAGE TO EXISTING UTILITIES IMMEDIATELY
e.10 / \ \ \ \\ TO INSURE NO INTERRUPTION IN UTILITY SERVICE. 'VERIFY
.•e / `\ ` 'L PIER LAYOUT WITH EX€STING UTILITIES ON SITE AND NOTIFY
e♦ee'e /''r ARCHITECT IF ANY CONFLICTS OCCUR PRIOR TO DRILLING.
�0'e ,./'� ,'\, \ 10. MODIFY EXISTING SWALE$ AND/OR CREATE NEW SWALE$
............ .
.......... "., ........ ...
. ---.
..
. .
... .
'
.
PVC SEWJ= I
RPP
.....-
.. .;.:
..
_ . ..
_ ;
.
". '. '. ' : .
.
.....
TREE .... .
. , f ... . " . .. ", .._
.. ... ..
.. ..
.. ..
. '. , ." . " ..."' .."
... .... ... . "..''
.. ,
; ." .; ... T f?EATED 2x12 CONT. W
.
.
..
...
4x8
WOO D T E BOA
O RD
.
. . .
.
. STAKE: ; "' . '.'.' .... "
. ....
LAP AT SPLICES
411
"".
. .
.
`
1 ASPH
1/2 ALT
5 -•-�
"
. :. BLACK RUBBER TIE
.. , :PLAN VIEW
.'""."'.: " . , .
II MIXTURE OF 3,
60 SAWDUST'
-
\
".
....
: ".
"" ""..: "' "
t 0% SAND . .
-
TAKE OFF B04RD
see
. . .. TREE GUY
:: ".: ". " "
.
.
FLUSH W/ RUNWAY
z�
. . . . .
...
CRUSHED STONE BASE- 41F
SURFACE 4 x 8
2" PAINTED CIRCLE
" ""
STEEL TEE 2 PER
R 21`/ 3
TREE UNDE PER
T T
REA ED 2x12 - CONT.
RUNWAY SHALL
tr
TREE OVER 21' OR MULTI-
_
_
—
-�----� —
.
MATCH TRACK RE
TRUNKED TREE
_
I 1=1
11=
11
I= 1
I
OUTsfDE
INSIDE
2'-O" TO PIT (TYP.)
`
,
4`
_
—1 I
I-1
I
I=1
11
of TRACK SLOPE
"'``�
01= TRACK
„
12 -0 TO PIT (TYP.)
a
.
d
"
.
TREE ROOT BALL SET 2"
_
{
"
39 -0 TO PIT FOR
811
8 .
..
a
8"
•
$
a ° ' d v d.-
.
- A50YE FINISH GRADE
—I 1 1=I
I
!=1 I
I
:�
9
—
M
TRIPLE JUMP,
a
e
. "4
WATERING SAUCER AROUND
;I I
IEI
I
..••• .. •.... ...,.
' .,
'' • '
a
__ _
s I7
4 E
+
I
1'-01, DIA,
d Q,
a , .
:Q "
8'-2-1/2It DIA
a -°
a
a
EDGE OF PIT - 4" HIGH
_
-1 I
I=1
1
=11=1
I
,,p ,.p
1 Roo aba Q o oo 0
0 0
_
PLASTICINE INDICATOR
4
, C a
"Q
Q
I —III
:'
"
I-1 11
—
11-j
AT SCRATCH LINE
a
4
4 a"
FINISH GRADE
:1 f
I—
" --'Q ��-a . ':- :-
•Q :'o
€
--�
4: a d 4•
a a.
_
11 I
o o .:' .
'
c�QO Q QO
111-1 I
_
I
1 I-1 l
I I I
f
1=1
I 1
hI
=11
1 I ICI
11=11
I
15ti l I-111_•1
_ __ _
1— I I_l l l—_�
° a "a
: ' :
a
a d
a a c
.
-1,1-1
I—
_—
I I-'•- I=
-111
1—i
• Qa QO Q��
°� o O.0. �/O�ja O Q O o O o04 o O QO ti
I I 0• QOb Q b b•-'oO0 o0b"Q OOQOO O& b ..
—11
I ��l
l
I--
_
11—
�--� I
11
I—�
111
111-1
—III—�
1_
_
_l
I-
iI
_
I
Iil 11
t� l
111
l
�-
I I I
I I
111--111-
° d a
a.
° a
I:I SLOPE FOR — � I [-
EDGE OF HOLE 'i l
COMPACTED OR- .
UNDISTURBED SOIL
d• , .
2T-0"
" 131-6" 131-/ 1
FINISH GRADE I {J C1 I P
1 I �
2" MULCH LAYER I RE: 25/Cl2 f
COMPLETELY • `— VAIN LINK E I
EXCAVATE BED 8'-0" HIGH RE: P CS + b
AREA AND BACKFILL \\ %/ n
WITH PLANTING MIX I. REFER TO PAVING= SCHEDULE FOR THICKNESS OF ALL CONCRETE PAVING AND SIDEWALKS. `\ `\\
J. AT ALL FIRE LANE CURBS, PROVIDE FIRE LANE SIGNS SIMILAR TO H/C SIGNS ON 16/CI.5, 'I.
\
�'� i EXCEPT LOCATE EVERY 50'-O" ALONG FIRE LANE CURBS - SIGN TO READ (IN WHITE PAINT) " FIRE LANE", `.oe.s . `. `+\
�l 4 "NO PARKING" , "TOW AWAY ZONE" . COORDINATE LOCATIONS IN THE FIELD WITH ARCH. ee.o ♦,
\ �/' ;�, K POWER WASH ENTIRE EXTERIOR OF THE EXISTING JUNIOR HIGH SCHOOL AND EXISTING ELEMENTARY SCHOOL GYMNASIUM RE: SPECS. 4e.e�' ��-'' ` ♦♦ `L ``
.1/, ,r ♦ 1`\`
9'-0" 4'-6" *411 .ta,••O ,r-'� 0 \\
GENERAL NOTES:
A. PROVIDE FILL AND SOLID SOD TO 5'-0" MIN, FROM ALL CONSTRUCTION AREAS UNLESS
NOTED OTHERWISE.
B. ALL NEW CANOPIES SHALL BE 9'-0"ABOVE CONCRETE WALK, UNLESS NOTED
OTHERWISE. RAISE ELEVATION AS NECESSARY AT BUILDING.
C. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING SITE CONDITIONS, DIMENSIONS, UTILITIES, ETC,. ANY DISCREPENCIES
SHALL BE SUBMITTED TO THE ARCHITECT FOR CON5IDERATION BEFORE PROCEEDING WITH THE WORK
D. RELOCATION OF ALL UTILITY POLES, LINES AND OTHER EXISTING SERVICES CIF REQUIRED) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
AND SHALL BE VERIFIED AND COORDINAATED WITH THE APPROPRIATE AGENCIES.
E. WHERE NEW SITE WORK JOINS EXISTING CONDITIONS, EXISTING CONDITIONS SHALL CONTROL. IF MAJOR DISCREPENCIES ARE APPARENT, NOTIFY
THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
F. PROVIDE 4" WIDE WHITE PAINTED STRIPES (NOMINAL 16' IN LENGTH FOR PARKING STALLS AS INDICATED AND NOTED,
G. CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING EXISTING LOCATIONS OF ALL UTILITIES. CONTRACTOR SHALL ENDEAVOR NOT
TO DAMAGE AND TO PROTECT EXISTING UTILITIES. NOTIFY ARCHITECT OF UTILITIES DISCOVERED IN THE VICINITY OF THE WORK
H. REFER TO CIVIL DRAWINGS FOR ALL SITE GRADING AND SUBSURFACE DRAINAGE SYSTEM AND MODIFICATION OF EXISTING SYSTEM.
1010
❑
❑
o.ee� -'� /�* � ``` FROM TRENCH DRAINS AS REQUIRED TO PROVIDE
+ �.
p
❑
REPRESENTS MASS PLANTINGS OF 3'-0" HT.
�� r./ /` \ P05€TIvE DRAINAGE AWAY FROM THE BUILDINGS AND
`\. ++i
❑
❑
TEXAS COMPACT SAGE -ONE ROW ADJACENT
BUILDING
•ee.�
,�.= � P.P. � ALL WALKS.
/
��f• +
`,
AN HI PARKING (5 GAL., 2'-0" O/C)
AND GLARE WHITE INDIAN HAWTHORNE
e,e10 / ,� 4\ Il. CONTRACTOR SHALL ADJUST EXISTING MAN IOLESITYDRANTS,
♦ � ? `i �., .%. :` VALVE AND METER
❑
❑
(5 GAL.,
P p•-,-� BOXES, ETC. TO NEW FINISHED GRADE$
AT 30" O/C EACH WAY TO FILL THE REMAINDER
.•e'' -r--'
• L ` AND PAVING AS NECESSARY. CONSTRUCTION TO BE
❑
❑
OF PLANTING AREA. MIN. BED WIDTH 5'-0' OR
A5 SHOWN. SPECS AND
--� PER GOVERNING AUTHORITIES REQUIREMENT$.
�'��� i
1
RE: 24/GI2
.oe•e r,.�
/ '"\ �\ \ , 12. ALL CONCRETE IMMEDIATELY OUTSIDE OF ALL EXTERIOR DOORS
'+ ',
.� ;r
'ram AND FOR A DISTANCE OF 5'-0" MIN. SHALL NOT EXCEED A
'
❑
❑
> SLOPE OF 2% (1/411/ft). ALL CONCRETE WALK$ OR PARK€NG
,, �`
.ee•e
�' ' AREAS ON "ACCESSIBLE" ROUTES SHALL NOT EXCEED A SLOPE
r \\
❑
❑
e'e, /r''
OF 5% (5/811/fL) W1TH A CROSS -SLOE OF 2% "
\ P f1/4 /ft)MAX.
\
- ,e.� �� ' ' ' ' r1 11\ \+\ 12. GRADE ALL LANDSCAPE ISLANDS TO AVOID WATER
. • r
+ • ++♦++++
❑
❑
❑
�,,/, +++♦ rt, .\ i,' \ PONDING INSIDE CURBS - TYPICAL.
I
♦«. +.. \
f, ♦ + ,\
--' .I ++«♦ P.P. t-\ \
'- - .e40 /'r ,+,+ • DISCUg +♦++ 1 ..\F ``\ ,.y `\ \\
-'r 10 r+ ,++++' ' 23, 25/GI.2 ♦• I \
�� REPRESENTS NEW 4" CAL€PER LIVE OAK TREES --'" �� ,/ + ? %,\ \\
`+ J) RE: SPECS AND 30/C1:2 ,'r . ..o® _ ,/-'' ♦ .+. + ,' ; \ _.•" \ \•,i \
. + ++ $ \ \ !`\`
tr .ems r/' ♦ ♦ ♦ ♦ ♦ 'I,
REPRESENTS EXISTING TREES TO REMAIN - \\% \\ r .\ .ae•1 ,.- +♦+}• + `+ "N 5 \
• 1,
PROVIDE TREE PRESERYATIONA ND TRIMMING `; \ -`� � �•e� �,+,+'+' � ;a+ ''\.\` ```,•}
AS INDICATED 1T 5PEC5. \ ,,-'` :�s•i ♦'++ ` '♦
\` I \`l..- . r' \ - ee• fr ♦+ ++ �'\• _ _..Il " "� P.P. 1 \\ '\ \
LANDSCAPING LEGEND 616c-C12 , 1 ^ e-' �,, a .. = - - - \
NTS •'�� ♦♦ \ \\
,1 r '�
\+\ � ..• e.00 ,,, ♦'+♦ 90' R HIGH JUMP +'+ •', ,�.''" ,- f •.,\ \
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CONSULTANTS:
CIVIL
KLOTZ ASSOCIATES, INC
1155 Dairy Ashford, Suite 705
Houston, Texas 77079
713.589.7257 fax: 713.589.7309
STRUCTURAL
CAGLEY, CONTI & JUMPER
3949 Braxton
Houston, Texas 77063
713.780.3345 fax: 713.780.3712
FOOD SERVICE
FRANK CLEMENTS & ASSOCIATES
10850 Richmond, Suite 260
Houston, Texas 77042
713.784.3212 fax: 713.784.2933
MECHANICAL, ELECTRICAL &
PLUMBING
R.H. GEORGE & ASSOCIATES, INC.
8700 Jameel, Suite 150
Houston, Texas 77040
713.690.6300 fax: 713.690.9030
1
I_J
P
ROJ ECT N 0. 1
96 6
DATE
7 7 7
9
DRAWN
M MA G LH
CHECK
ED
GLH
REVISION DATE
I 8-25-91
CAMPUS
SITE PLAN .
�T•
P:\ 96\ 9 616\DWG\ 616C—C 12.dwg
,.-, ..-
41,
LINE OF TENNIS COURTS
o
MECH. EQUIP. RE: FOOD
PAIR OF 4'-0" x T'-0"
LINE OF TENNIS FENCE
SERVICE DRUGS.
5'-0" GATES WITH LOCKING
n 22/CIS
o
HARDWARE AND PADLOCK
LINE OF BUILDING
@
0
9
CAN WASH RE: MEP 4 FOOD
SERVICE
r e
OPEN MAZE ENTRY
T
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v
LINE OF TENNIS FENCE --�
RE: I/CI.6 FOR FENCE STYLE
N
NOTE O GATES, GOOD
OPEN MAZE ENTRY
=
,
S DE OUT
1
LINE OF TENNIS COURTS
H/C CURB RAMP RE: 14/C1.5
}}
�—
LINE OF TENNISrT FENCING
RE: 't/Cib FOR SITE WALL
LINE OF TENNIS COURT
AND 15/Clb FOR GATE
5LA8
.i
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LINE OF TENNIS FENCE
f
LINE OF BUILDING
2n MAZE
ENTRY 1,8"
1291
TENNIS MAZE ENTRY
I/8" " mz
CAN WASH AT ELEM. 1/51, = 1, m"
_MAC;
+
+ ++++++ SEE C12 FOR TRACK
+ + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + +
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SEE ALTERNATE NUMBER SIX _)
FOR EXTERIOR WORK IN THI5
AREA I
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SEE ALTERNATE NUMBER SEVEN
FOR EXTERIOR WORK IN T1415
AREA
9
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FOR
LARJT.Y _ •.;
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GENSRAL NOTES:
1. PROVIDE FILL AND SOLID SOD 70 10'-0" MIN. FROM ALL CONSTRUCTION AREAS UNLESS
NOTED OTHERWISE.
2. ALL NEW CANOPIES SHALL BE V-0" ABOVE CONCRETE WALK, UNLESS NOTED
OTHERWISE. RAISE ELEVATION AS NECE55ARY AT BUILDING.
I
3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING SITE CONDITIONS, DIMENSIONS, UTILITIES, ETC.. ANY DISCREPENCIES
SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK
4. RELOCATION OF ALL UTILITY POLES, LINES AND OTHER EXISTING SERVICES (IF REQUIRED) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
AND SHALL BE VERIFIED AND COORDINAATED WITH THE APPROPRIATE AGENCIES.
5. WHERE NEW SITE WORK JOINS EXISTING CONDITIONS, EXISTING CONDITIONS SHALL CONTROL, IF MAJOR DISCREPENCIES ARE APPARENT, NOTIFY
THE ARCHITECT BEFORE PROCEEDING WITH THE WORK
6. PROVIDE 4" WIDE WHITE PAINTED STRIPES (NOMINAL IS' IN LENGTH FOR PARKING STALLS AS INDICATED AND NOTED.
-1. CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING EXISTING LOCATIONS OF ALL UTILITIES. CONTRACTOR SHALL ENDEAVOR NOT
TO DAMAGE AND TO PROTECT EXISTING UTILITIES, NOTIFY ARCHITECT OF UTILITIES DISCOVERED IN THE VICINITY OF THE WORK,
8. REFER TO CIVIL DRAWINGS FOR ALL SITE GRADING AND SUBSURFACE DRAINAGE SYSTEM AND MODIFICATION OF EXISTING SYSTEM,
9. REFER TO PAVING SCHEDULE FOR THICKNESS OF ALL CONCRETE PAVING AND SIDEWALKS. RE: I/CI.5
10. AT ALL FIRE LANE CURBS, PROVIDE FIRE LANE SIGNS SIMILAR TO H/C SIGNS ON 16/CI.5,
EXCEPT LOCATE EVERY SO'-O" ALONG FIRE LANE CURBS - SIGN TO READ (IN WHITE PAINT) " FIRE LANE",
"NO PARKING", "TOW AWAY ZONE". COORDINATE LOCATIONS IN THE FIELD WITH ARCH.
11. AT ALL FIRE LANE CURBS, SHOWN WITH HEAVY DASHED LINE, PAINT RED WITH WHITE TEXT - EVERY 25'-O"
" NO PARKING FIRE LANE - TOW AWAY ZONE "
PROVIDE SOLID SODS
1
CONSULTANTS:
GENERAL SITE NOTES:
I. PROVIDE CONCRETE WALKS AS INDICATED ON S1TE
PLAN. CONTROL JOINTS o 5'-0" O.C., MAX., AND EXPANSION
JOINTS o 20-0" O.C., MAX, UNLESS NOTED OTHERWISE.
REFER TO DETAILS ON SHEET CIS. VERIFY JOINT
LAYOUT WITH ARCHITECT IN FIELD PRIOR TO FORMING.
2• PROVIDE EXPANSION JOINTS AT THE PROPERTY LINE AT
ALL NEW DRIVES,
3. ALL EXI5TING VEGETATION, SHRUBS, AND TREES TO REMAIN
SHALL BE PROTECTED AS REQUIRED TO PREVENT DAMAGE
FROM CONSTRUCTION ACTIVITIES. ANY DAMAGED
LANDSCAPING SHALL BE REPLACED WITH LIKE PRODUCT
AND LIKE SIZE AT THE DIRECTION OF THE ARCHITECT.
4. CONTRACTOR SHALL PROVIDE ANY TEMPORARY ROADS
OR CROSSINGS AS REQUIRED FOR EXECUTION OF THE
CONTRACT. ALL TEMPORARY CONSTRUCTION SHALL BE
REMOVED AT THE COMPLETION OF THE PROJECT.
5. EXI5TING FACILITIES AND ITS AUXILIARY CONSTRUCTION
SHALL BE PROTECTED FROM DAMAGE DURING THE COURSE
OF NEW CCNSTRUCTICN ACTIVITIES. ANY DAMAGED
MATERIAL SHALL BE REPLACED TO MATCH EXISTING
AT THE DIRECTION OF THE ARCHITECT.
6. PROVIDE HYDROMULCH PER SPECS AT ALL LANDSCAPE
AND PLANTING AREAS DISTURBED DURING CONSTRUCTION
AND AT AREAS NOTED AS FILL AND GRADE UNLESS
NOTED OTHERW15E ON PLANS.
1. FOR PHASING OF CONSTRUCTION, REFER TO SPECS.
6. ALL PAVING DIMENSIONS ARE TO EDGE OF WALK, PAVING
BACK OF CURB, FACE OF BUILDING, OR PROPERTY LINES,
UNLESS OTHERWISE NOTED.
S. EXISTING UTILITY LINES SHALL REMAIN IN SERVICE DURING
THE CONSTRUCTION PERIOD UNTIL SUCH TIME THAT NEW
TIE-INS CAN BE MADE OPERATIONAL. CONTRACTOR SHALL
REPAIR ANY DAMAGE TO EXISTING UTILITIES IMMEDIATELY
TO INSURE NO INTERRUPTION IN UTILITY SERVICE. VERIFY
PIER LAYOUT WITH EXISTING UTILITIES ON 517E AND NOTIFY
ARCHITECT IF ANY CONFLICTS OCCUR PRIOR TO DRILLING.
10. MODIFY EXISTING SWALES AND/OR CREATE NEW SWALES
FROM TRENCH DRAINS AS REQUIRED TO PROVIDE
POSITIVE DRAINAGE AWAY FROM THE BUILDINGS AND
ALL WALKS.
11. CONTRACTOR SHALL ADJUST EXISTING MANHOLES, HYDRANTS,
VALVE AND METER BOXES, ETC. TO NEW FINISHED GRADES
AND PAVING AS NECE55ARY. CONSTRUCTION TO BE
PER GOVERNING AUTHORITIES REQUIREMENTS.
12. ALL CONCRETE IMMEDIATELT OUTSIDE OF ALL EXTERIOR DOORS
AND FOR A DISTANCE OF V-0" MIN. SHALL NOT EXCEED A
SLOPE OF 2% 0/4"/ft). ALL CONCRETE WALKS OR PARKING
AREAS ON 'ACCESSIBLE" ROUTES SHALL NOT EXCEED A SLOPE
OF 5 a (5/8"/ft) WITH A CR055-SLOPE OF 2% (1/4"/ft) MAX.
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--------------------------------------------------------------------------------------------------------------------------------------- )
CIVIL
KLOTZ ASSOCIATES, INC
1155 Dairy Ashford, Suite 705
Houston, Texas 77079
713.589.7257 fax: 713.589.7309
STRUCTURAL
CL AG EY CONTI & JUMPER
3949 Braxton
Houston, Texas 77063
713.780.3345 fax: 713.780.3712
FOOD SERVICE
FRANK CLEMENTS & ASSOCIATES
10850 Richmond, Suite 260
Houston, Texas 77042
713.784.3212 fax: 713.784.2933
MECHANICAL, ELECTRICAL &
PLUMBING
R.H. GEORGE & ASSOCIATES, INC.
8700 Jameel, Suite 150
Houston, Texas 77040
713.690.6300 fax: 713.690.9030
x t n
Y :C"
FpamswooD, TEm 77546
721.286.6605
w
PROJECT NO. 9616
DATE 7/7/97
DRAWN MMA/GLH
CHECKED GLH
REVISION DATE
I 8-25-S1
SCALE: 1" = 30'-0"
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T1' 1 .75 f ►, ° 0.30% SWR. Q 0.35% ..
IN ( A L .73 r
.' - `,PPR0X.L0CA. \ INLET A-9
TG�=16.00='' �r�!TE LINE AS TG=15.50 \ T =16.00
I <94„ FL=12.g,7�Rr L.P.i.".,.D. +,
24 FL=12.81 \ 18 FL=13.60 �- � T�/� 17°30
r„�;.1-r.l9A. 18 FL-=13.31 \ 15 FL~-13.85 t�tK ;���, _ \ _
T h .00 TC 1C7.50
I '_ _ T 6.50 TP 17.00
� t, TC 17.2 5
< ► _,r� �, rUrlti.
r TP 16.75 L„
i �° 80 LF 12 STM.
r '
APPROXICICA. ' t SW . ® 0.50%
TP 18.D0 TP 17.50 'I �' R.C.P., �'��., _. '1 LINE ^�
I- -E 1 S PER c �;1� \
R.P. t I By R I_.P. N. L.P.I.S.D. \ ,t�,
I t!_�NDGz` �i�..'�- PL.Ei_.- '11,01'' Ar;CH.iv1AP`.;. TC 16.65 .
�- ! .v TC 16.75
- TW 16.95 TP 16.25
^ r� _l�J + G, c , r� J I ( \ vVA i Ivs
J41(TC 1 5 ���'�iC 16.80,Pt�LE
_ - - �}
s \'
Tvv 17
; ,�
ko ,
[NO`y .A rr !_ !' w � � � .J _ �J -•, . t-• t Li1, l
T
p
TOP `.:TORM. + THROAT (STORIM)
T i iI?hVl TI iRt !,'1 :�i.W. 4. H., � �� ' (_i_ -- i 4. [i!
r.
`L 4 14. r3,5' EL,-- 1 5,43
18„ R-C.P.. N.,
r EI _.. 1 1 7.5'
� 8„ -. ---
R -C., '� ., ,
FL. E I 1 1 YD'
BENCHMARK:
CITY OF LA PORTE SUR,MARKER # 30,
ELEV.- 16.52', N.W.COR.INTERSECTION
OF WEST "E" ST.& BROADWAY (BRASS
CAP W/PUNCH MARK) 1978 DATUM ADJ.
T.B.M.:
SPIKE IN P.P.'s ALONG EAST SIDE OF
BROADWAY APPROX.30'SOUTH OF " D" S T .
t~ APPROX.1 17'NORTH OF "G" ST. (SEE DWG.)
TP 16.25 00 ,�,' �' `�' TP 16.30 J.
Nt
---�---
Y-�P
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<� TP M Ep �'r,TL TP 16. 7 ;c::
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C 1 T,, v ,.�1��,�
<
TP 18.0 = . j... + CUI VE SI E
17.25 ; ! ,ANQ GRADE TO
TW 19.00 TW 119.00 yth
16.75 _-- _ -r� - I B" DFERMI BY
CITY F L `{ PORN
TC
- WIDE i OPEC NGt1 c�
{{ i •� i. ��,r. v1.11 L. 15. ' END UR R ' 5 F IiEE1 ;F -ow
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r
6"C.P., E., I .E L.- 10. 36,--�z
iA''P �.a_ <
0EL
�.' „4 FLOOR DRAIN �_w
18.65 I LLA
i - '
- ETC 7. 5 a:
1 h
INLET "A-1 I ' r -� j S'.�YI�LE TP
°,` ,i,
_..
TG=17.50 r� S (ASPHALT) - .. N"� 'f. ' l<
12" FL=14; 181 TP 17.50 /AL`` ` TC 16. I i Cr
^1R. p S p I; t
Ii�� P.P TW 18.65 4" P. �1.C. -�' I'C;= X TRAFFIC'
�` , .
1 EL.=- 16.99' > �R =rlJl� �-} � SIGNAL. �
(NOR � � 1'1 r �;H 1 j tip' RC'Y,
S I NAL '`-'
Pik
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Top T JF'Ivy
A i
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CONSULTANTS: ..
CIVIL
KLOTZ ASSOCI ATES, INC
-
1155 Dairy Ashford, Suite 705
i
Houston, Texas 77079
713.589. ; 257 fox: 713.589.7309
STRUCTURAL
CAGLEY, CONTI & JUMPER
3949 Braxton
Houston, Texas 77063.
713.780.3345 fax: 713.780.X XXX
MECHANICAL, ELECTRICAL &
¢
PLUMBING
R.H. GEORGE & ASSOCIATES, INC:
Pi
8700 ,lameel, Suite 150
Houstor,, Texas 77040
713.690.-300 fax: 713.690.9030
FOOD SERVICE
FRANK CLEMENTS �9r ASSOCIATES
,
10850 Richmond, Suite 260
Houston, Texc a 77042
713.784.3212 fax: 713.784.=X-X
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PROJECT NO. 961
k DATE
DRAWN P,.tD
CHECKED JD
REVISION REVISION I Di.%.T;=
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RIM 16.0iT \ -� 11 + RIIM, 15,00 \,\ \.. \\\ 1-6 x6» TS&V
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ro
`b \, , } ,__---• PROP. 4 PVC C-900 WATER LINE.
,�!�' � • �, i / ('tom � V�l
\^t J» Q 0.35% \\ \ \\
PLAYGROUND
C.O.,
X
FL=14.00 �t
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KLOTZ ASSOCIATES,
INC
1 ;5 Dairy Ashford,
Suite /05
Houston. Texas
77079
713.589.7257 fax:
713.589.7309
STRUCTURAL
CAGLEY, CONTI & JUMPER
3349 Braxton
Houston, Texas
77063
713.780.3345 fax: 713.780.XXXX
MECHANICAL, ELECTRICAL
&
PLUMBING
R.H. GEORGE & ASSOCIATES, INC.
8700 Jcmeel, Suite
150
Houston, Texas
77040
713.690.63 'JO fax: 713.690.9030
FOOD SERVICE
FRANK CLEMENTS & ASSOCIATES
10850 Richmond,
Sums 260
Houston, Texas
77042
713.784.3212 fox: 713.784.XXXX
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Ate - �_^"';'s/ATER LINE AS J
ASH -PER L.P .I.S.D. +, + �.L.
H H c ARCI !.Iv1AP3, t,t, 1, nV S'idALE
I I, '�` f
a p i SEv.M.H. i
a Cp _ i 2 EL. I `J.22 APPRO..LOCA. / 3 br— WA 1 � ' ( �
5 R.C.P.. W., `' k.R.SPIKt. L,IE = .
o r, ff
„OAK + I - ` _ �: i tAA7ER LINE A5 1 a A.� i r P /.L' BOX 1' TRAFF,. I!
�+ H FL.EL.-- 1 1.9L PER L.P.I.S.D. 4, Ld ,u
r
' � '.y 1 1, ''R• .. 11 ' rJ. �. �' 18 ". �.i.l .• N., n—� , .�. 1 Ir— = 1 } l..{Il' J I.0 H) , IK� J L-, V/•. i. i ' ��. �.
1AF , L n r .i I k.
r pa N �'' Ah;)�,I.Iv J. 0I•,nLl/ LIGHT/ BOX I �; F
�a v ( �UNDt,D va�
,�� � I-ii�i -�! sso'oW;��sr�3aerax.
�- / VETER 8„ POLE n ��� `' /� SUM
1 WATER F� h F" )� L.IVE Pi .,.5' t �, p '1 °, . �,iago
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CO "lu. METER ��,� _� c�• r� l_b.4
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4
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E _,�• 4 o-,- :�� O P.f . <j., 1�%;' WATER <�. P.(' J�� Ei\ �.. �. 1.)', C< ��' `.�>'t , �
` c 4 � CURB �' v VO%T :R
�F,LV� y,L`IE
THROAT (
TOP
SEW. �� VI . �'� - I c_ - /I. G�C� - - - TOP �, i i E'tv'
uT �Rt'1 THROAT Et .l H , C_. I �� ? �.l o Tt c'M ? HF`t AT SE':�iJ IVl r!.,
EL.-= <1.85' r L.= 1 5.4.5 CONC. o _ - L._
I 18'I .C.P., W, "o
FL.�L=
F L,E L CT NO 9616
Ft_ E_ .= 1 .I 30' �, V SST P.K. V DATE
----- G — -- ----- --------- -- - - — - -- -I-- --- - DRAWN Pi D
-- --- - CHECKED
S P.i',.NAIL
.RFvis{ON j Did=. ;•'
I !
I
BENCHMARK:
CITY OF LA PORTE SUR.MARKER # 30,
ELEV.= 16.52 , N.W.COR.INTERSECTION
OF WEST "E" ST.& BROADWAY (BRASS
CAP W/PUNCH MARK) 1978 DATUM ADJ.
L -
T. B. M.:
SPIKE IN P.P.'s ALONG EAST SIDE OF or r�
BROADWAY APPROX.30'SOUTH OF „D». ST.
& APPROX.11;7'NORTH OF "G"ST. (SEE DWG.)
A°..a.
° DFlYiOtd L S.... )R. C2,3
G)STE1M {yam
W
O.
Z UTILITf PLC a
u' .i:r"FJ?,SavP..:. . w.'FS`SQ...-•'IIS 3a."•:-"cuv '�
V-
OVvATFF
PER
LINE A
.P.I S.D.
,
ARCH
.N14PS.
I
I I