HomeMy WebLinkAboutJENNIE REID ELEMENTARY SCHOOLt
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COLLEGE PARK LOMAX
ELEMENTARY ELEMENTARY
i vwi 3 \ CORNER BETWEEN
L ST. - 1 $ TWO BOARD FENCES
a UNABLE TO SET
N 6305943" E - 35.17'�/ \/
> SPENCER HWY. WEST MA? M R' CORNER IN 4°X4' \ `/
G• WOOD FENCE POST
o BAYSHORE 9� 17 \ / 6
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zQ ELEMENTARY'[`5 6 31
16
FAIRMONT PARKWAY V ,06 / M1/
JENNIE REID RIZZUTO 7°A'9 - 0aa'° / E ...ht L. %S�ACa0.rw \ �°° 140j�
ELEMENTARY ELEMENTARY BAY 0 KS uR 15 N �/ Easement C.F. H054673
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CALLED IMODO ACRES ,(• '`� ,� ,p PLP
EDDIE V. GRAY, TRUSTEE, ET AL b M1M1 ryry o /Y `A
TO LA PORTE INDEPENDENT SCHOOL DISTRICT ryM1' b 6 ryM1' q° �.`� S AS
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CALLED 4.500 ACRES C PS V. CRAY. TRUSTEE aY 'ry C°REASE PIT '�� eryFO q` T'eM1 rM1,S�' M1' .23.31 31ga. TC�21.89 6
TO LA P RTiEINDEPENDENT SCHOOL DISTRICT N 1 P°O Elq ipment. M1 $d 4GeM1 °eM1' O TTCC ZZ fw]1.39
DATED MS. 16, 1998 M11' 9 4.° M1b. 0.22IC-2243C.FII
A PORTION SOFICALLED t9H.6 B ACRES < �' 9Tb� ryy M1O' Play M1 Ploy Ground _ �y '
fT G�T1.T9C1
TRACT 3 I • I 9 kev ",,nulnt ° COVERED WALKWAY y, i yry �+� 0-2g)°.�359 m
RESIDUE OF CALLED 198.898 ACRES O TO G. DEDDIE ECXER Eight, TRUSTEE GRAY, TRUSTEE M1" ryM1 M1"b :�� !�! S R° d p ! ery •5 e eO-'-'-""--
TRACT 3 , DATED DULY 31. 1990
0. DECHER MCIaM, TRUSTEE C.F. M76130. H.C.O.PRR.P. e e ' ° °• e ry .,�?T'
TO EDDIE V. GRAY, TRUSTEE 'CO '0 a e °° ry 4ery ery'' ryq
C.F.DM 61300, RC.O1. .P.RR.P. T-i•T M1`990 >, M1' TO,T °' �'k' ONE STORY BRICK BUILDING ry°., 4' `4'oM1'`y
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O � + M1M1 M1ry ry" M1 Owner. LaPorte Independent School District y ,M1M1Q �m m� ` 7
ryryP-I' - I p` M1 q Reid Elementary School `` F �6� !r �; M1 IE I3
M1" M1k� d 10001 West Forimant Parkway �` 0,4GM1 � \M1q ° ry7) ry. 3
/D / _ - ` 'qb ,4' LaPorte, Texas 77571
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1, LARRY P. DELANGE, R.P.L.S. AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO
PRACTICE THE PROFESSION OF LAND SURVEYING AND HEREBY CERTIFY THE ABOVE PLAT AND THAT ALL
BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE SHOWN ON THE PLAT.
LARRY P. DELANOE
PROFESSIONAL LAND SURVEYOR No. 4578
UTILITY LEGEND
- - - - - - - SANITARY SEWER
• STORM SEWER
WATER
- - GAS (ENTER)
• OHE- _ OVERHEAD POWERLINES (H.L. & P.)
TO: LAPORTE INDEPENDENT SCHOOL DISTRICT
1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND AND THAT THIS PLAT
REPRESENTS THE FACTS FOUND AT THE TIME OF THE SURVEY AND THAT THIS PROFESSIONAL
SERVICE SUBSTANTIALLY CONFORMS TO THE CURRENT TEXAS SOCIETY OF PROFESSIONAL
SURVEYORS STANDARDS AND SPECIFICATIONS FOR A CATEGORY 1B , CONDITION II SURVEY.
THE WORD -CERTIFY-, AS USED IN ITS VARIOUS FORMS HEREIN, IS UNDERSTOOD TO BE AN
EXPRESSION OF PROFESSIONAL OPINION BY THIS SURVEYOR WHICH IS BASED ON HIS BEST
KNOWLED E. INFO ON, AND BELIEF.
FA
FA IL DATE SURVEYED I Z
LARRY P. DE REGISTERED PROFESSIONAL LAND SURVEYOR No. 4578
NOT VALID WITHOUT SURVEYOR'S ORIGINAL SIGNATURE
ON SITE BENCH MARK IS A SQUARE CUT IN NORTHWEST
CORNER OF CONCRETE WATER VALVE VAULT ON SOUTH SIDE
OF EXIT STREET, PARKWAY DRIVE
ELEV. 24.92
OFF SITE REFERENCE IS FEMA RM 970 (NGS BENCH
MARK A 1189 1964) AT NORTHEAST CORNER OF
INTERSECTION OF RED BLUFF ROAD AND FAIRMONT
PARKWAY. ELEV.-25.38 (FEMA ELEVATION - 1973 ADJUST.)
SD D 25 GRAPHIC SCALE - 20
so IDD
( IN FEET )
1 inch = 50 ft.
1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT.
2. DEED RESEARCH PERFORMED BY COBOURN LINSEISEN & RATCLIFF, INC. AND MUSTANG ENGINEERING.
3. THE SUBJECT PROPERTY LIES WITHIN ZONE W AS PER RENA FLOOD RATE INSURANCE NO.48201CO940 J,
DATED NOVEMBER 61996. ZONE °X° IS DEFINED IN THIS CASE AS °AREAS DETERMINED TO BE OUTSIDE
500-YEAR FLOODPLAIN.e THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR
STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. THE FLOOD HAZARD AREA IS
SUBJECT TO CHANGE AS DETAILED STUDIES OCCUR AND/OR AS WATERSHED OR CHANNEL CONDITIONS
CHANGE. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THIS SURVEYOR.
4. ALL BEARINGS ARE BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE.
S. MAJOR VISIBLE AND APPARENT IMPROVEMENTS ARE BEING SHOWN. NO ATTEMPT HAS BEEN MADE TO
SHOW UNDERGROUND IMPROVEMENTS IF IN EXISTENCE.
6. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, TOXIC
WASTE, OR ANY OTHER ENVIRONMENTAL ISSUES. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR
PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT.
7. ACREAGE AND SQUARE FOOTAGE AREAS SHOWN HEREON AND ON THE METES AND BOUNDS
DESCRIPTIONS ARE BASED ON MATHEMATICAL CLOSURES USING THE BEARINGS AND DISTANCE CALLS AND
DO NOT REPRESENT THE POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTATION.
Being 14.504 acres (631,812 square feet) of land, and being all of that certain called
10.000 acre tract of land described in a deed from Eddie V. Gray, Trustee, and'G.
Decker McKim, Trustee, to the Lo Porte Independent School District, dated June 28,
1979, recorded in Clerks File G144648, Official Records of Real Property of Harris _
County, Texas, (H.C.O.P.R.R.P.),and all of that certain called 4.500 acre tract of land
described in deed from Eddie V. Gray, Trustee to the La Porte Independent School
District, dated February 16, 1998, recorded in Clerks File S861651, Official Records of
Real Property of Harris County, Texas, (H.C.O.P.R.R.P.),and being more particularly.
described by metes and bounds as follows with all bearings and coordinates related to
the Texas State Plane Coordinate System, South Central Zone (NAD 83):
BEGINNING at a 5/8 inch iron rod found, as called, in the north line of Fairmont Parkway
(250 feet wide) marking the southeast corner of said called 10.000 acre tract and the
southwest corner of Fairmont Park West Section 5, as recorded in Volume 294, Page
78 of the Harris County Map Records (H.C.M.R.), said point having coordinate values of
X=3,213,299.49 and Y=13,805,466.11;
THENCE - South 86 degrees 52 minutes 09 seconds West, along the south line of said
called 10.000 acre tract and continuing along the south line of said called 4.500 acre
tract some being the north line of said Fairmont Parkway, a distance of 987.45 feet to a
1/2 inch iron rod found for the southwest corner hereof and the southwest corner of said
called 4.500 acre tract;
THENCE, North 03 degrees 08 minutes 00 seconds West, along the westerly line hereof
common with the westerly line of said 4.500 acre 'tract, a distance of 597.98 feet to a 1/2
inch iron rod found in the south line of Lot 6, Block 40 of Fairmont Park West Section
Four according to the plat,thereof as recorded in Volume 284, Page 93 of the Harris
County Map Records;
THENCE along the south line of said of Fairmont Park West Section Four the following
courses and distances:
North 86 degrees 58 minutes 11 seconds East, a distance of 65.78 feet to a 5/8
inch iron rod with plastic cap set for corner in the south line of Lot 7;
North 83 degrees 06 minutes 51 seconds East., a distance of 25S.18 feet to a
power pole found at the angle point in the south line of Lot,.tt;
North 75 degrees 29 minutes 12 seconds East, a distance of 263.98 feet'to'a 5/8
inch iron set for an angle point in the south line of Lot 15;' �•
North 67 degrees 49 minutes 06 seconds East, a distance of 253.18 feet to a 4
inch by 4 inch wood fence post found for an angle point in the south line of Lot
19;
North 63 degrees 59 minutes 43 seconds East, a distance of 35.17 feet to the
northeast corner hereof and the northwest corner of said Fairmont Park West
Section 5, said corner being 'between two board fences and could not be set;
THENCE South 25 degrees 58 minutes 11 seconds East, along the west line of said
Fairmont Park West Section 5, a distance of 382.40 feet to a 5/8 inch iron rod set for
corner; _
THENCE, South 03 degrees 07 minutes. 20 seconds East, continuing along the west line
of said Fairmont Park. West Section 5, a distance of 408.46 feet -to the POINT OF
BEGINNING, delineating and encompassing within the metes recited a calculated area
of 14.504 acres (631,812 square feet) of land.
c� P
11/22199- UPDATED FARM STATEMENT
11111/99- REV. TO ADD TOPO, METES & BOUNDS DESC. OWNER AND ADDRESS, CITY CERTIFICATE.
Cobourn Linseisen & Ratcliff, Inc.
CLR civil engineers surveyors •planners •architects
73700 Northwest Freeway TEL: 462-0993
Houston , Texas 77040 Fax: 462-2732
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Conc. 30'R P QP TC=24.48 ( ,9
0 O 1''Q O 9505 =z +? + M
1 Pad 1 a ryry ryyy ,00 ++ ryh1 PPS PQ. �G. yrya5 a° ytiryN G=2052 0 �
ry`V'y ~rya ryry ryry 'b ++° J�
1G ry ry G Gr ° = I ^' 5 Co
Electric 0 Gy 3.9 '� yA TC=21.4 N
G Tran former ♦2 TCC-2 c
r�P I%
COVERED WAU(WAY °1 �B• \\,� / yryhba yryry�7 G 212.3846 A
7a `�`A ♦e a6� a0� va, 4.99 7( 2V 5 20' H.L.& P. ° O •lGy'1' .CGy�I♦'.y'L
•yy ry +e ryb. j/ Co. Esmt. G ,t'L�m ( hl 3
°c s
TC- yC.E.H054873 5N° yr`V q 0'• ti G° O• G-24. / 0 G G,L'S. 5 Oh 'IGG• 1 TC=22�� 86 ry
,yn;+g C y`V Gr rya ry0. a9 ,V',oy G=27.3a +.
1
+o+ FINISH FLOOR e` Gyry 's° a ♦GyryO' 1G�'°y�ry.
ry7 •y. ryry .y0 17
ry 5 ry• a ry h d ELEV = 24.86
ryry' ry��. ryry' ryy:y a _ g0 GREASE
a0. ay r+G�ry y'1,o6S 23.3
;1• GREASE PIT g'S 22.
♦Grp a0 �A+ rry�.y7 T -23_
ryry♦ Rry1 $ 4.0 ry G'ry 'yg 0 23 Signs G=2139g ry� Z 6
ryry• ry,50° 1a COVERED WALKWAY
GRASSY 0♦ ryb• O �6 °°Q '�01 1�1 ry+, ryy'S 0 OOti +a ry'Lry�O _rya'y `r0 + Q a ' TC
COVERED
=23.7 7913
WALKWAY G2.
89G=U II m
ryry. ryry ry ryry �° a
(� ° •V - ry 'L1•. ry • ry +µ �'L.y. TC=21.36 7 ♦�
ryS� C=20.92 til
10
ryry9 ae' °°`�e♦ ONE STORY BRICK BUILDING + ry� Cc
No rya, rya G°ry CONCH n�
REID ELEMENTARY SCHOOL
m m ry m m
y
/ Handicap +•
`tz 0 6 P
Gyh 'b�1 r mH m c
ryry6 Ramp ,yry �P G° 1l. E� 'l°oL a O0 gbh n + �F
ryryS ryry6 ry°
N °y FINISH FLOOR
Wrought G°
Iron Fence 0g
�y ryry �cG 6 SG ryryob
ELEV = 24.92 +ry °y nryj` �Gy` ry
'y; y+y1 yry ri I I A I +?��, yry .6 ,�°Gy Oe O 1�P ry�N h ry�
69.1' 26.45 ryy oo Or„O ci+G2 dO
47°i 4.°j G ry y'l'1•ry r2j ryry �Gy1� .y°
o `\
ryry \ \ 6 . v G .k+�° d0 QP°Gra `L90 ci0 �G ry o� ri0° Ge21 590 o'lD'?0°'
Concrete .a• o PQ• ry O QP ry G Z ♦G .�Gyryry09 T FC SIGN
d'• ..{ Q +2 y 24 2 ri 0 Tre ch Inlet
a ,y +g ry} \ 9y TC=23.85 GPQ QQ- GQQ P QP ry�� y 1+1 ( PARKWAY DRIVE
ryry ry ry ry • O\ �O _ +a0 O Q Q? +0 �G GGy`t' ,V6,y1 +% 0
rya6 \ / +1� O• TC G^33?e6 7 �P '17 'Lb Q + 'S 9 .0+ O
OQP ryry. Gay ry+ ♦tarry. °QyryOG9 C 2 0767- - SG R/W)
CALLED 4.500 ACRES p�� -
++ G� 23.408 + \ Q 8" WATER LINE
EDDID V. GRAY, TRUSTEE ryry° COVERED T�>3
TC=21.87
ENTRANCE g Q'=20.1
LAPORTE INDEPENDENT SCHOOL DISTRICT s Y 4
mz Sig 6� yry%♦ G ry 2,B c=z1.ao 790Wa SITE BENCHMARK
DATED FEBRUARY 12, 1998 8• CLEANOUT 1G°ryys`ry l°rye 6 a� TG=z22�,92� P� ELEVATION = 21.74
C.F. S861651 H.C.O.P.R.R.P. G
' G= 4 a r WATER V III
'o ♦ + o ry + VE
ryry. ry � f GS dry. ry,_. V.y6 G \ b CONCI VAULT
ryryy 'q? 1 `L+9 9 �r bay O TG= 2.42 \ ry+ `9 r� ° 'L°.
10 ryry ryy6 Gyryryry9 ,LS1 T 2Z�q �5 \ O `I•s0 eP ( I 6
24' Y+� /1 �G6 O G=27.960 o0'�G�G 15 1ry OOY190 �5 (I
g - SWBr BOX 6 6°i `L�' 23.15 L500 .y'1. ,V'y� C-22.44 '+Cy`L •� 90 Q O a
j -rr I 0 a ah •� ry ry .�Gryry1' ry G=21.90
'y +9 ♦5 ry 0 'L+ `I. 12" WATER LINE `L Q4. +O G TC=22.40 'ID' y t' •�G'rry+' ' 9 1 p�
+. ♦. ♦. ♦. ry G ♦ y Q O GRASS 43 i
1• ry ry ry ry ry q1 ryy G=21.92 y,Y G 06 l rV ry°9 l `L + ('
~rya ryry1 ry+a. ryy. Sign 1Gg ry+Gry 'L
_ I ♦7 ° yry`V�a ,y°°y0 ♦9 p'1. CONC r'L+h'V '�Ve'1'
�% G' +' •y I I I. I In m
m
ry. ,yN u N ty'V Gy yry Gyr`1" 1yry + ♦9
1 ry ry G 1 G ♦ G' G 001 `V r�`t y
..:qf'+. 1 ry♦ ry+1 n'' Sf9n1` 2- G 21.398 1♦OQ T neh 1 �9 .�_ .. SA6MH
2F Utility Easement Ory_ ryry° `T+♦ a 5 ♦' 21.2 t.tE=20.95 'o ry q0' +A� 9 ° TOP1, Y3.38 10" SAN SEWER LINE
C.F. G144648 P ! 9 +' . - . `L+ 9�%1+' - . '1_- �j_
-��•�OQ+a `1•- ♦. 1. ,�+ ' . ' ' . . F� 10.89 ((8 20' -SjEasement
,V? 1.0' to F ice 09. .♦6 +O . +° 4.y 1 ti -q°- 13.24 (8"SE Utility
qr 2=20.21 Y♦' O ♦ M SWBT PED ti-Board Fence
IN 1 ♦ 01+° END 12" RCP ry♦p 't+• II Op ,v 6
.y♦9 `L1'1• ,y+ `Y.y ry ry+y I' ryOa 'L°'V °ry U END RCP ry ° .`ti0 ,LOB SAN MH
r° ° 01 y U ,y0• `t• - .y- °;y g 70P�22.80
`ry10� dtchDe ry°' �• 9'Oa ry0' `tO+ �S°`P Oa fl0wline - 9� - - - - +o E-13.15 (8"NE & 1V)
o ,�+• ry+o ryo. 4'`oS ry°' ditch / +'
110 O 12 (PERPTLANS) E ry°
25'R "+�
25' 9 1°
a`L •y01 ryy0 `yy0 ryh1 ry� ry7
ry 'y� ,Vary el, + ry'y9 ary ryh9 •L79 + •b'y9 +
ryabry 3 rya:S$ rip 2 " rya Asphalt Road ry�$a FAIRMONT PARKWAY ry�6ry
ay0 yc�0 ,y9 ,y9 ,y9 y'y
ry ra♦° ry ry ry ry ry
(250R.O.W.)
COORDINATE LIST
1
N
10000.0000
E
10000"0000
2
N
9945.4901
E
10016.1223
3
N
9945.5215
E
9942.1220
4
N
9970.5872
E
9967"1325
5
N
9970.4244
E
9991.1330
6
N
10414.9402
E
9989.9651
7
N
10414.8771
E
9965.9652
8
N
10489.0713
E
10039.7705
9
N
10465.0714
E
10039.8336
10
N
10465.2036
E
10090.1289
11
N
10489.2035
E
10090.0658
12
N
10467.6200
E
10142.4956
13
N
10450.6201
E
10125.5544
14
N
10370.8241
E
10205.6269
15
N
10370.8683
E
10248.0241
16
N
10428.1183
E
10182.1341
17
N
10418.9139
E
10262.1064
18
N
10597.3387
E
10440,4045
19
N
10580"3742
E
10457.3810
20
N
10584"6586
E
10463.7406
21
N
10606.7644
E
10454.3955
22
N
10651.6313
E
10560"5276
23
N
10604.7298
E
10511.2188
24
N
10590,2667
E
10539.0491
25
N
10615.7718
E
10000.2438
26
N
10761.2996
E
10514.2340
40 0
40 80
120
Scale: 1'= 40'
T8M-1
ELEV.= 21.74
ON SITE BENCH MARK 15 A SQUARE CUT IN NORTHWEST
CORNER OF
CONCRETE WATER VALVE VAULT ON SOUTH SIDE
OF EXIT STREET, PARKWAY DRIVE.
BENCHMARK
ELEV.=25.38 (1973 ADJ.)
OFF SITE REFERENCE IS FEMA RM 970 (NGS BENCH
MARK A 1189
1964) AT NORTHEAST CORNER OF
INTERSECTION OF RED BLUFF ROAD AND FAIRMONT
PARKWAY.
ELEV.=25.38 (FEMA ELEVATION - 1973 ADJUST.)
LEGEND
Q
P.P. POWER POLE
Q
T.P. TRANSFORMER POLE
04
S/L STREET LIGHT
p<
AA AREA LIGHT
m
D.G. DOWN GUY
-¢-
F.H. FIRE HYDRANT
,f
W.V. WATER VALVE
p
W.M. WATER METER
°O
M.H. MANHOLE
t
C/O CLEAN OUT
m
SWBT ENCLOSURE
�j
PIPELINE MARKER
p
GM GAS METER
y
GAS VALVE
SIGN POST
TC
TOP OF CURB
G
GUTTER
UTILITY LEGEND
SANITARY SEWER
STORM SEWER
WATER
GAS (ENTEX)
OHE
OVERHEAD POWERLINES (H.L.
& P.)
v.q
Cobourn Linseisen & Ratciiff, inc.
Architects . Civil Engineers m Surveyors ■ Planners
13100 Northwest Fwy, Suite 500s. Houston, :Texas 77040
Phone:.(713) 462-0993 ■ fax: (713) 46r-273.2
" ership of 0 iments
THIS DOCUMENX°ee
`R +ND THE IDEAS AND DESIGNS INCORPORATED
HEREIN, AS WINSTRUMENT OF PROFESSIONAL SERVICE; IS
THE PROPERTY-'OF`COBOURN LINSEISEN AND RATCLIFF' INC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY.
PROJECT WITHOUT" THE WWT N AUTHORIZATION OF COBOUFN ,
LINSEISEN AND"RATCLIFF,; IN'
Q REV. PER H.C. COMMENTS 11/3/99
I•.. r
�S.i.N.M-
F OF
�E
'NEW DRIVES AT
RIZZUTO AND(REID
ELEMENTARY SCHOOLS)
LAPOiiTE 15D
REID ELEMENTARY SCHOOL
DIMENSION SITE PLAN.
UPqqV-S�36 S rya 3
FILE NO.
P.
°
DATE 09 09/99 JOB NO.
/ 98-011-00
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Easement C.F. H054873
j SE�ION FOUR 14 �`EOi , , �j ' /1j�RiSF' p ^+ \ \
oXAT S 13
FAIEtM P %�osemg tNCMR
12 _ �' J /i �' i 6 VU\\4
11 TP AN z8 CROAK
\\ \
DG _ SOP=3.03 cP. + CHAIN LINK FENCE Fea°a. e
O Or*
10 Z2.6 E=14.24 ryry•Baseball Q.`.t} T
��aard -en�e ry, 0 Back Stop SIUCOALR K AB G=�?O.7:
_ 22.1
7' ryry INSTALL NEW 6' WIDE SIDEWALK p G 21.16 \
DG . _ - _ _ . = O EXPANSION JOINT.MATCH° 21.82
-- - - - PP -���-___ - EXIST. SIDEWALK ELEV. '.`GCZzt4oy9
18" TREE ry,"0 O+
ryq' - - 0.9' to Fence + / - G-21 .8f
0 C 0-21.,.86 G=21 8
GRAS/ r _ .aSh\ •'•,a 21.39 \
4
`GRASS
y
ryry TP 2
16
ryry.
nf'
ryry.
TP 2
ryry} TPy
ryry.
ryryOF
TP
p+ +
ryry' ryry'
CALLED 4.500 ACRES e
EDDID V. GRAY, TRUSTEE
LAPORTE INDEPENDENT SCHOOL DISTRICT 2
DATED FEBRUARY 12, 1998 2:
C.F. S861651, H.C.O.P.R.R.P. +
ryrya
A ryry5
PROP. 5- THK
-i CONIC. E.
10. PA ry
PROP. 35-24' RCP,
w/6:1 SAFETY ENDS
PER HARRIS COUNTY
a
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PROJECT LOCATION •
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P°
DRIVE
LAIRMnN W�
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SAWCUT AND MATCH NEW DRIVE PAVAMENT
\ WITH EXISTING DRIVE PAVAMENT
\ j
//T+
Pry22.3Oryry o0
.5I o1 ry,99 \j+ \�N7
U S g
0
91 ry, , w GC 22137 \ \ Z \ 2 A
00 ry, OG.. 9A•\ va
e' $ALE REPLACE 4" SA
\ TSsG=20.�\ 0
p w/6- PVC e� a \
�G p REGRADE 160' SWALE q 10' H.L. & P. Co.
d Q,` 0 025% _I \ \Easement W/5' Aerial
.
F 20.90 ryh \ E\asement C.F. H054873
ow
�y + \ \ \ os 3
J0 /O m' \ \ \ Ao�
�ry,0 rye. '\ \ � ry,' ` s� , \�\ \\\ �• 1�%A GA4 UNE
Aks PROP 7' TRENCH DRAIN
ry °ncrete Wo/ ryry60 �!0} `Y Py� , ryl09
L k 2D.5
ryyy'L16 �Op a�41,7 /)7 3. TQP�z7a OSAry)
?,p q•p. ryp ,1Nry69 Op'I' ry7y•G`4p Gryp? /p//y' ,'_', 5 �\NE ry.(��®,ti•yV0 4.r.. 2c2.0 ''ki�4 ,k�igp °n < I I ET=O=P 11=..22.80
4C3p_5735
7GQi
1b5
O
TC=21.52
22.4 G=21.05 p I
®0 C-22.46 ¢=20.5
G=21.98 �•
TC=24.48 I I
P
p't' ,"`0%yTC=21,3
/ PO G4q'py p0 O G4,ryV G=20.92 I ryhI C V
0 �G M1 ry y 3.9 .\° �Ac TC=21.4 ro I I 5 Co
ner sO•b SHRUB p, -.-. C=2L846 tees t o
q.�°+ ry`Ly1 HRUB G=21.31 I ( A
2 15 20' H.L.& P. 480 0 Gory �G4ryq.�0 I yl 3 Co. Es 4I.8
C.F.H0573 4.nt,p'1� v"�
p6y •CG'Y'o' •\G4'L' y 09'�°G4 yry �21.3488 „L I I �
G4ryp,$ G4 ry'b.0Sp igyL�` 4gry'00 F F4''
\ / 0, `4ry y G4+j. tV4ry 0",
Play R°.�?
Area Play Ground V 1'' + FINISH FLOOR ryp' G pg0 ry��o Miry �. ytE�y a
'b- Equipment ry
ryyy d ELEV = 24.86 d 4h' p y � d• I
7RPE 2gj 69 p°' y '\G4q• 4`yy6 -1
�y. ry ryh'b Sand ryp' y° GREASE PIT 4ryp0'l �4ry 'b97 't'yy'Z'O _ , 22. I 1 i m
Play ` 33 I -y)
ryry� '\ Area Ploy Grountl �G44.0 ryo0 Vq y� SGry,$ h9 m =4".OAK Signs TC21399 I I ryyl z 6
N
ry ryry0 ryy� Equipment Roy COVERED WALKWAY
`tp:\ O ?sJ. oPaQ G4 RJ TC22 fi'1 I m
P of '2` b TC=22.43 I( I AM"
COVERED
ry,� o ob0 0o ry WALKWAY ? 'J5'bb. G=27TC1=p21.37 �� t�l I a
Dry ,poryry. p G4 G-20.89 ILL Lm
ryp'Y I 'Cl"ryry+ ry5 0} �o� �J 4ryy ,y'Syh TG=2092
° •lGy`L^' 1W
ryry9 pe p a°a�¢� ONE STORY BRICK BUILDING , ryryy P W f
ryp. m REID ELEMENTARY p Ga �oN�
Z �pb i h9y �h SCHOOL 1 �ryyp a `Iy'S0 00 �FiJ 4Q G
I' I
7
Handicap p�'F .\G'iy'S6'h Pty m� 3
Ramp I
C
ry6 p p ryry @ G� _A Q '�GOp N $y rt
j `YY Y
° 23.8pr'V'S0 �Fo 4ry�y °' GGrypp v O ,���• sc`G�� °Po ~) ( I
p FINISH FLOOR G°� �tiyp ct4 o oy`yn II (I
ry ELEV 24.92 +
Wrought vo �y\P �RJ 4q, • Oy06 •C�,yry'i'L� q'
G
G4
� 1 Iron Fence ,ry �?�• � ��
yfP ryy 4 y I qyl
69.1' 26.45 ryy� 40 p' O ry try ryry' J G4'k. ry .
G� G `Yryq'1'` Dry y Gory O ry
0 J G° Gy GOOi O P� •l fL' 4'kY' Qr TC 22.10
• v
Concrete T? p" RQpG ryry9 G0R G' .�4'L 0 ® _41 594ei4o09 T FC SIGN
e 1 - S S 5 a rc-123.85 R ?J 2GP \2 P00 22 2OAK �Q;o6° I Trel a Inlet PARKWA Y DRIVE
O ry�0 j ry yry' G=23.37 O�°P `2• QP�O° 0RP G0q G49q,' 0^1 ,% F`4
a \ 00 p .0. G-23.37 P� }� q, P �2 G !1. /1• p 0 ( I (50 R/W)
TC-23�86 04 ��°j Py `'ty0 G 0.16
G=23.36 �J ,yQP ryy. \ G4 o O ' G4 TC20.61_ -
'� r •,o G� 3q 8 \ F 2 20 B" WATER LINE
EL
v /
q{b�OV� COVERED
ENTRANCE TG=� V�=201
PRROP 5' THI� $ Tc=21.87
tiONlgi. $WALL Sig •5 i`6~'p, J ee G 'b 2.8 G=21.4 1.79�WM
s y SITE BENCHMARK
la• �p 4ryb1ry 1G�ry7. Oy,25` ee TC-pp 2 P0e ry 3" HOLLY I' I ELEVATION = 21.74
1b{- p�? CLEANOU y �`pGrCa� 1G4ryh ry' .9 • G=22:43 �p j � WAtER V VE
ry y�es yry ry ryy' eS \� O Ors' CDNC (� I ( I
FI. 20.80 `9° F. r• ® TC=22.8 \ ry'`. ,t• VAULT o
® ry° p y p 0 G=22.42 p� y N0 ¢ p° (.
ry� Ply ryy.9y �^ \
o C ¢c I'
,5 P� �,'Y, ryy OAP •l°G4ryry ry OFla Pole ZC-?pq0 q'V�y pd 'L`;'�°��� 'tom$ y I I 6
p y PG�a �h� b� ®p. ry yryy TC= .,a2t.96 ,\G,`I'"
( SWBT BOX y0 ry0' ry'Y; a' 23.1$ G4'I:ti' 1'; Op' q' G=27 90 ° �°'c, /
. J" �J. 22'92 1. G G ` Gy I: I `43 1
0 �` p ryp'�1E ��• G F. '\G4 0 `T p + rl• p �, •p �'
7 0 y- ry:'Y» .I'i.' 12" WATER LINE GF• ry,'y P TC= 'L P 4 •C 9ry�.. OR ryO`t0 GRASS q.'
ry ,p•. ry +ry ®ryy Op ♦ ..�., ryyry+ GO? O O �h' Sign .�O°.ryjry pry �'L �ry5 C=27� p ®py 4q' G 4ry,�6y �64 ' ,
. � OP' '6 GG � G `I`'�i •CG4 D"' `Lry" `t` �' � aG `' G' 'S ( I u' m
� p')- ry75 ry; ° N ry; °O q' Gory 1G G4ry 'Fei[iry G4,b00�, ry,9 I (� a
ROP. FL 20. ^° GyO m Signer 2?d) G=211398 q 0 4Tr nch 18"OA I I SAI MH
ryy
3 ------ _ -----R�'0--------O. �O __- -- --.T. 'bP---------- - - - - --ry90P-----_--- - 9 TOP-23.39 - ------
-- - CONTRACTOR TO 1!II ityE. ent dry. v^ ..• �� y a - e• 0
eE�V �48 � 4q' O ry y ry O 1p 4, �.. �,, N 21.2 t.1E=20.9$ y 1! '' ��4�((�E)�� 10"STN SEWER LINE
AVER PROPA-24 CP `ANiY- ,5 -- -®� . - �- yy _ - ryy5- - 9Fh yy- . �q;fa- 9 ry° -® °. =13 24 (8"SE ,20' Utility Easement
�. FL=12.89 10"
VICINITY MAP
N.T.S.
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SIDEWALK ELEV.
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CALLED 10.000 CRES
EDDIE V. GRAY, TRU E. ET AL
O
TO LA PORTE INDEPENDENT SCHOOL DISTRICT q, /
DATED JUNE 28. g7g
C.F. C144648 H.C.O.
ryry.
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DRIVEWAY TO
BE 2" H.M.A.C.
(250' R.O.W.)
SIZE AND GRADE OF
W/10" LIME STAB. BASE
PROP. 24" RCP TO
BE CONFIRMED BY
H.C. PCT.2
_
40 0
40 80 120
Scale: 1'= 40'
TBM-1
ELEV= 21.74
ON SITE BENCH MARK IS A SQUARE CUT IN NORTHWEST
CORNER OF
CONCRETE WATER VALVE VAULT ON SOUTH SIDE
OF EXIT STREET, PARKWAY DRIVE.
BENCHMARK
ELEV.=25.38 (1973 ADJ.)
OFF SI7E REFERENCE IS FEMA RM 970 (NGS BENCH
MARK A 1189 1964) AT NORTHEAST CORNER OF
INTERSECTION OF RED BLUFF ROAD AND FAIRMONT
PARKWAY.
ELEV=25.38 (FEMA ELEVATION - 1973 ADJUST.)
LEGEND
Q
P.P. POWER POLE
Q
T.P. TRANSFORMER POLE
04
SAL STREET LIGHT
C>1
A/L AREA LIGHT
m
D.G. DOWN GUY
--
F.H. FIRE HYDRANT
W.V. WATER VALVE
O
W.M. WATER METER
Q
M.H. MANHOLE
f
C/O CLEAN OUT
m
SWBT ENCLOSURE
O
PIPELINE. MARKER
p
GM GAS METER
GAS VALVE
SIGN POST
TC
TOP OF CURB
G
GUTTER
UTILITY LEGEND
SANITARY SEWER
STORM SEWER
WATER
GAS (ENTER)
OHE
OVERHEAD POWERLINES (H.L. & P.)
THE SUBJECT PROPERTY LIES WITHIN ZONE "X" AS PER F.E.M.A. FLOOD INSURANCE RATE MAP
NO. 48201C0940 J DATED NOVEMBER 11, 1996. ZONE "X" IS DEFINED IN THIS CASE AS
"AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN." THIS FLOOD STATEMENT DOES
NOT IMPLY 'THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING
OR FLOOD DAMAGE. THE FLOOD HAZARD AREA IS SUBJECT TO CHANGE AS DETAILED STUDIES
OCCUR AND/OR AS WATERSHED OR CHANNEL CONDITIONS CHANGE. THIS FLOOD STATEMENT
SHALL NOT CREATE LIABILITY ON THE PART OF THIS SURVEYOR.
UTILITY INFORMATION SHOWN HEREON IS BASED ON
FIELD SURVEYS AND PLAN INFORMATION AVAILABLE TO THE
ENGINEER. TO THE BEST OF THE ENGINEERS KNOWLEDGE
THE INFORMATION IS COMPLETE AND CORRECT. OCCASIONALLY
SOME UTILITY EXISTS WHICH FOR WHATEVER REASON IS NOT
REFLECTED HEREON. TO INSURE THAT THE ENGINEER HAS
ADEQUATE TIME TO RESOLVE ANY CONFLICTS OR SURPRISES
THAT MAY BE ENCOUNTERED IT IS REQUESTED THAT THE
CONTRACTOR DIG TEST TRENCHES VERY EARLY IN THE
PROJECT AND CONFIRM THAT ALL GRAVITY UTILITY LINES AS
DESIGNED WILL WORK. ANY CONFLICTS THAT MAY BE
ENCOUNTERED ARE TO BE REPORTED TO THE ENGINEER FOR
ASSISTANCE IN RESOLVING. IT IS IMPORTANT THAT THIS TEST
TRENCH BE PERFORMED WELL BEFORE THE PLUMBING
CONTRACTOR CONTEMPLATES CONSTRUCTING THE UTILITY SO
THAT MAXIMUM DESIGN FLEXIBILITY EXISTS IN SOLVING THE
CONFLICT. FAILURE TO PERFORM THIS TEST TRENCH AS
REQUESTED WILL RESULT IN LOSS OF CONTRACTOR RIGHTS TO
CLAIM ANY EXTRAS FOR LOST TIME ON THE PROJECT.
LIKEWISE SHOULD THE CONTRACTOR START LAYING THE UTILITY
FROM THE HIGH END AND SUBSEQUENTLY DISCOVER A
CONFLICT AT THE STREET AND HAS NOT PERFORMED THE
REQUESTED TEST TRENCH THEN IN THAT EVENT ALL EXTRA
COSTS TO RESOLVE THE CONFLICT SHALL BE BORNE BY THE
CONTRACTOR.
NOTES:
1. MAXIMUM 2% SLOPE IN ANY DIRECTION
IN AN ACCESSIBLE PARKING AREA.
2. MAXIMUM 5% SLOPE IN ANY DIRECTION
OF TRAVEL ALONG A DESIGNATED
ACCESSIBLE ROUTE
NOTE:
1. CONTRACTOR SHALL VERIFY ALL FLOWLINE ELEVATIONS
48 HOUF S PRIOR TO COMMENCING ANY CONSTRUCTION.
IF A DESCREPANCY IS DISCOVERED, THE CONTRACTOR
SHALL CONTACT THE ENGINEER IMMEDIATELY FOR
INSTRUCTIONS.
2. REFER TO DETAIL SHEET FOR AOMTONAL NOTE D OR 110
3. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY,TEXAS
PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS
WITHIN/HARRIS COUNTY ROAD RIGHTS OF WAYS. %
CITY APPRomn AM70R.TTY CERTIFICATE
This is to certify that the City of La Paste, Texas has
a�gproved this site plan and development of �2'Po �
F [� YYt� 1tT o I4 - in conformance with the ordinances of the City of
La Porte.
Jsy. �L, �/ Z4
Directo , Pl Department
Furn Uinseisen & Ratctiff,,lacts CivillEngineers ■ Surveyors a Planners
00 Northwest FW.v, Suite 500Nonsfon, Texas 77040hone: 131462-0993 ■ Fax:'(713) 462-2732 ,-
:P ners1dp of Rssuments
THIS DOCUMENT,'AAD THE IDEAS ANrD DESIGNS INCORPORATED
HEREIN, AS AN'INSTRUME IT OF PROFESSIONAL SERVICE, IS
THE PROPERTY OF COBOURN LINSEISEN AND RATCLIFF,'.INC.
AND IS NOT TO BE USED, N :'WHOLE OR IN PART FOR. ANY
PROJECT WITHOUT THE WRII1irN AUTHORIZATION OF COBOURN,
LINSEISEN AND RATCLIFF, INC
L�
APPROVED:
l
'
A
sist nt
County
Encineer
efor
Date
<
Approval implied for
paving
and drainage
facilities
within Harris County-R,.O.W.
and/or -jurisdiction.
-
The above authorization is
valid for
one (1) year
only.
TS 111
yTF.O.FI T
NEW DRIVES AT
RIZZUTO AND(REID
ELEMENTARY SCHOOLS)
LAPORTEISD
REID ELEMENTARY SCHOOL
GRADING AND
-DRAINAGE PLAN
C� 0 3 of lJ
FILE NO.
F: \WORK \98- 011 - 00\DWG\EN GI N EERI N G\REI DB ASE. D WG
DATE 09 09 99 JOB NO.
98-011-00
DRAWN BY SHEET P.O.
9 VH
CHECKED BY �� -
EH R
SCALE 1 „-40'-0" `