HomeMy WebLinkAboutBAYSHORE ELEMENTARY ADDITIONS & RENOVATIONS77-
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GENERAL SITE DEMOLITION NOTES KEYED NOTES FOR DEMOLITION PLAN: p
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NOTES FOR DEMOLITION SITE PLANS ONLY. Ppo
1 . GENERAL CONTRACTORS SHALL VISIT THE SITE TO FAMILIARIZE ALL NOTES ELL NOT NECESSARILY BE USED ON THIS SHEET
THEMSELVES WITH THE SCOPE OF WORK AND TO FIELD VERIFY
EXISTING CONDMONS PRIOR TO BIDDING THIS PROJECT. ANY 1. DEMOLISH THE EXISTING SIGN/SIGNAGE.
DISCREPANCIES OR AMBIGUOUS ITEMS MUST BE REPORTED
F 2. DEMOLISH EMSTING LIGHT POLE & CONCRETE FOOTING. SALVAGE & Pp
IMMEDIATELY TO THE ARCHITECT. THE GENERAL CONTRACTOR IS CL
RELOCATE AS SHOWN ON DRAWINGS. .0 0 R
RESPONSIBLE FOR ALL DEMOLITION, CUTTING AND PATCHING, PP
REPAIR COORDINATION, ETC. AS REQUIRED FOR PROPER 3. REMOVE THE EXISTING FLAGPOLE %_
4. DEMOLISH DESIGNATED PORTION OF EXISTING CANOPY RE All
INSTALLATION OF WORK, COMPLETE AND IN PLACE. Cobourn Linsdi$" Ratcliff Inc.
TIFY
5. DEMOLISH EXISTING PLANTERS, SALVAGE PLANTS TO OWNER. NO I
2. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO OWNER 48 HOURS PRIOR TO REMOVAL OF PLANTS. iveyors, m planners
Pp Architects Will Enjhn 5
Texas
CONSTRUCTION. 6. DEMOLISH DESIGNATED PORTION OF EXISTING CONCRETE SIDEWALKS. 13100 ;Orthwed Is 77040
01 7. DEMOLISH DESIGNATED PORTION OF EXISTING ASPHALT/CONCRETE PAVING. Phone: (713) 462- 93: _%71473Z
.0 3. REFER TO PROJECT MANUAL FOR ADD111ONAL DEMOLITION 8. DEMOLISH EASTING BENCHES. C>
INFORMATION AND REQUIREMENTS, TYPICAL 9. RELOCATE EASTING BIKE RACK RE. 1/ASl FOR LOCATION 0
Ownership of DicknIIenls
10., REMOVE EASTING BOLLARD I �,-, �
THIS DOCUMENT AND THE IDEAS AND, DESIGNS, INCORPORATED
4. COORDINATE DEMOLITION WORK BETWEEN ARCHITECTURAL SITE
HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICEE,, IS
DEMOLITION PLANS AND CIVIL ENGINEERING PLANS. PERFORM 3 THE PROPERTY OF COBOURN LINSEISEN AND RATCLIFF, INC.
DEMOLITION AS REQUIRED FOR PROPER INSTALLATION OF NEW AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY,
WORK, WHETHER SHOWN ON DEMO DRAWINGS OR NOT. TRAFFIC SIGN SIGN SIGN PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF COBOURN
OAKS DRIVE AS HALT-/ LINSEISEN AND RATCLIFF� INC..
6 5. REFER TO CIVIL, M.E.P. & IRRIGATION DRAWINGS FOR ADDITIONAL
DEMOLITION. PROVIDE ADDITIONAL DEMOLITION AS REQUIRED FOR MAIL Box SIG BAY OAKS DRIVE
z I I I &I A T U G
PROPER INSTALLATION OF WORK, COMPLETE & IN PLACE. S I I I CA SI N
6. PRIOR TO STARTING DEMOLITION WORK, COORDINATE WITH THE OWNER 1---ASPHALT-� SITE PLAN GENERAL NOTES:
AS TO WHAT ITEMS (IF ANY), ARE TO BE SALVAGED. PROPERLY 0 ELEC. 00 (g) (g) - 1. REFER TO ELECTRICAL DWG. FOR ADDITIONAL SITE
REMOVE AND PACKAGE ANY ITEM TO BE SALVAGED TO ALLOW FOR r - - - - - - - - - BOX 0 0 SIGN INFORMATION.
REUSE/REINSTALLATION BY THE OWNER. PROPERLY TRANSPORT ALL 0 EXISTING BUILDING (9)(9)
SALVAGED ITEMS TO 'THE OWNER'S DESIGNATED POINT OF STORAGE. 0 (b 0 2. ALL TREES WHICH ARE TO BE REMOVED SHALL BE
ALL ITEMS NOT SALVAGED TO THE OWNER SHALL BE REMOVED BY
CONCRETE WALK -60VERED VERIFIED WITH ARCHITECTS/OWNER PRIOR TO TREE
THE GENERAL CONTRACTOR. BOARD FENCE WALKWAY REMOVAL
AMC
PLANTERS I, I Yv) � I
CUTTING & PATCHING: 8'X6' STEEL - @ 0 0
SHEbj 0 r 0 0 3. VERIFY JOINT LAYOUT FOR SIDEWALKS NTH ARCHITEdT
0 1� � Li GLIARD<� (9) (9) PRIOR TO CONSTRUCTION.
7. PROVIDE MATERIALS FOR CUTTING AND PATCHING WHICH WILL _I POSTS QD (9) 0
RESULT IN EQUAL OR BETTER WORK THAN THAT BEING CUT OR SOCCER GOAJL 00 0 E)STING
M
PATCHED. 8 JASONRY
8. ANY EXISTING CONSTRUCTION THAT IS TO BE REMOVED SHALL ILDING SITE PLAN KEYED NOTES:
ONE STORY BRICK BUILDING —PLAYGROUND
BE REMOVED CAREFULLY SO AS NOT TO DAMAGE ANY EXISTING BAYSHORE ELEMENTARY SCHOOL EQUIPMENT
CONSTRUCTION THAT IS TO REMAIN. EXTERIOR WALLS 4 uj .. (9) 1. ACCESSIBLE PARKING SIGN: RE: 8/AS.2,
ARE TO BE PATCHED TO MATCH EXISTIING CONDITIONS. ASPHALT (.4 o .,.. 2. SCHOOL MARQUEE (NOT IN CONTRACT)
IF ANY EXTERIOR WALLS TO REMAIN ARE DAMAGED, BENCO K 0
THEY ARE TO BE REPAIRED, AT NO COST TO OWNER, TYPICAL ASPHALT (TYP.) 1 3. EXISTING FLAGPOLE
0 4. EXISTING CONC. WALK
m
9. ANY PLUMBING LINES THAT ARE TO BE REMOVED SHALL BE 5. LANDSCAPED AREA
_E 0
21 6. ACCESSIBLE RAMPS RE: CIVIL DWG.
CAPPED AS CLOSE TO POINT OF ENTRY IN FLOOR OR WALL AS A C
0
POSSIBLE, OR REMOVED COMPLETELY. PATCH PAVING, SIDEWALKS [El AYGROU 7. CHILLER UNIT RE: MECHANICAL DWG.
& LANDSCAPING TO MATCH EXISTING CONDITIONS. REFER TO CIVIL, 4 EQUIPMENT & STRUCT. DWG. FOR FOUNDATION
0
M.E.P. & IRRIGATION DRAWINGS FOR ADDITIONAL INFORMATION. TYP. 0 OHAIN LINK FEN.CaD TP SWEIT U/G 1;0 8. PRECAST CONIC. WHEEL STOP. RE CIVIL DWG.
BRICK BOLLARD CAB SIGN
10. WHERE EXISTING MASONRY ABUTS NEW MASONRY, NEW CHAIN LINK FENCE rp -CONCRETE L -71 LL 9. PAINT STRIPING RE CIVIL DW`G.
LLARDS SIG
6 ASPHALT 7 1 .]//-NC 10 11. FACULTY PARKING/VAN ENTRANCE SIGN RE: 3/AS.2
MASONRY SHALL MATCH EXISTING COURSING. I f ( j 10. VISITOR PARKING SIGN RE: 6/AS.2
11. WHERE A PORTION OF AN EXISTING MASONRY WALL IS TO BE ABICH
REMOVED, PROVIDE A FINISHED EDGE BY TOOTHING IN NEW PROPOS ITION A 12. BUS ENTRANCE SIGN RE: ll/AS.2
�DA
MASONRY TO MATCH EXISTING, UNLESS OTHERWISE NOTED. f4� ��PAM �k`PIKIGI�PICl/111111 10 13. SERVICE ENTRANCE SIGN RE 5/AS.2
12. SALVAGE ALL EXISTING H.C. PARKING SIGNAGE 74- oo*-O- -4 14. VAN ACCESSIBLE PARKING SIGN: RE: 8/AS.2
'Pe 15. PIPE BOLLARDS RE: CIVIL DRAWINGS
\11\PMKI�GNSP)kCN o I SWEIT UVG
13. REFER TO SPECIFICATIONS AND LANDSCAPE DRAWINGS FOR ASPH CAB I N 16. EXISTING CANOPY
1 17. NEW CANOPY
[cc PP
W < TREE PRESERVATION AND PROTECTION. \C7) TR FFIC 18. NEW CONCRETE WALK
m
ASPHALT 18 IPAhKIhG ISPhdS I SWEI SI N
Z - - - - - - - - - - - - - ENCL 19. LANDSCAPING
7 707 -7 20. RELOCATED BIKE RACK
LEGEND FOR DEMOLITION SITE PLAN: 24 TRE IdP R/N� VA9(�1111 L
21. EXISTING TREE TO BE. REMOVED
21 4- 4L 4- all �
AA� 0 Ill A/1 S 87612'17" W - 825.35' H 22. PAINTED CROSSWALK DETAIL RE: CD714/C3.1
- - - - - - - AUN rl r STOP IGN 23. RELOCATED EXISTING FLAGPOLE RE: 10/AS.2
PP 0 24. SIDEWALK STEEL GRATE (TYP. 7). RE: 9/AS.2
- - - - - - - EASTING PAVING TO BE DEMOLISHED. 8� Rco\71�-,_- =2
TRAFFIC TRAFFIC Pl�rf rCpl� FFIC
SIG�A 180 RCP SGN
COORDINATE NTH CIVIL DRAWINGS., FAIRFIELD AVENUE SIGN SIGN N
EXISTING PAVING TO REMAJN. COORDINATE
WITH CIVIL DRAWINGS.
PROVIDE DEMOLITION OF THE EXISTING TREE &
ROOT SYSTEM.
NORTH
EXISTING TREES TO REMAIN
EXISTING/DEMOLITION SITE PLAN NOTES 13 1 EXISTING/DEMOLITION SITE PLAN
10 = 50,-0, 10 = 50'-v 12
PARKING
N87*16'10'E 74 PARKING SPACES
121.27' 6 H.C. PARKING SPACES
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@ 80 TOTAL PARKING SPACES
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FACULTY
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W PARKING 9
8
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BAY OAKS DRIVE 29 SPACES
BAY OAKS DRIVE
rA 20:
rA z N 87*11'34" E 371.06'*
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NO. DESCRIPTION DATE
REVISIONS
6
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EASTING BUILDING
22 Tn�yp sere**
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17
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22
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17 16
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AUTOMOBILE
PARKING
17 13 SPACES 19 -
20
NEW CONSTRUCTION 19 AUTOMOBILE BAYSHORE ELEMENTARY
70 22 14 PARKING
19 38 SPACES ADDITIONS & RENOVATIONS
18
:tcN 8
0 23 1 U PORTE INDEPENDENT SCHOOL DISTRICT
19
_El . - LA PORTE, TEXAS
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BAYSHORE ELEMENTARY SCHOOL
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GENERAL NOTES
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BEARINGS SHOWN BASED ON TEXAS STATE
SIGN POST
PLANE COORDINATE SYSTEM, SOUTH CENTRAL
ZONE (NAD 83).
1C
TOP OF CURB
2. NO PORTION OF TH ECT SITE IS
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CUTTER
LOCATED WITHIN 100 YEAR SPECIAL
FLOOD HAZA A ACCORDING TO THE 3
UTILITY LEGEND
MOST RED 0 ICIAL INSURANCE RATE A
MA D 11-06-1996, COMMUNITY 3
SANITARY SEWER
P EL NO. 48201C, PANEL NO. 1085J,
OMULGATED BY THE ADMINISTRATOR
STORM SEWER
OF THE DEPARTMENT OF HOUSING AND
URBAN DEVELOPMENT OF THE UNITED
WATER
STATES, ZONE "X" IN SHOREACRES AND
"AE" IN LA PORT.
GAS ( ENTEX
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OVERHEAD POWERLINES (H.L. P.)
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lu) PAVING THICKNESS LEGEND
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PROPOSED 7' THICK
CONCRETE PAVEMENT
NOTES:
PROPOSED 3" THICK
ASPHALTIC CONCRETE
1. ALL DIMENSIONS ARE FROM FACE
m OF CURB TO FACE OF CURB.
PROPOSED 6" THICK
0 2. CONSTRUCTION JOINTS ARE EQUIRED CONCRETE PAVEMENT
ON EACH SIDE OF ANY UTILITY
EASEMENT LOCATED UNDER CONCRETE.
PROPOSED 6
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CONCRETE CURB
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Cobourn, Linseisen-A&Aatdiff, khu,
Ardbitects In Civil Enqineeis1.,'iASmiveyors m Planners
13100 Northwest Fwyi SuN Tom 77040
Phone: Ql!3)462-0993�u-j� 7111��,,_,
Ownershipof-06cument's
THIS DOCUMENT AND THE IDEAS AND� D�IOIGNS IN1:00ORATED
HEREIN, AS AN INSTRUMENT OF PROFES`jI`CN�'AL SEKV7 IS
THE PROPERTY OF COBOURN LINSEISEN AN6�-RATCL[Fr, �-!!C.
AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR r
PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF COB(,',�-,
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100
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THIS DOCUMEN T
HERE FNA AN
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THE PROPERTY
AND IS NOT To
PROJECT Vn 01
LINSEISEN AND RATCLIFF, INC..
30 60 90
SCALE: V'= 30"
OF LA PORTE
4 PER CITY OF LA PORTE 7/10/00
A CITY COMMENTS 5/19/00
NO. DESCRIPTION DATE
-- 0 REVISIONS
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'hain Link Fence '6R 0" FL E
Exist. 6' C
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FL=6.52 BAYSHORE ELE14ENTARY
Ex, P
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raffic ADDITIONS & RENOVATIONS
S43n, Olt
Asph
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LA PORTE INDEPENDENT SCHOOL DISTRICT
X
SAN MH LA PORTE TEXAS
TOP ly
=9,89
FL=2.2
6
\SAN MH (PER RECORD DRAwliIGS)
TOP=10.4±
FL=5.60±
DIMENSION & SITE
PAVING PLAN
NOTES:
1. MAXIMUM 2% SLOPE IN ANY DIRECTION
IN AN ACCESSIBLE PARKING AREA. FILE NO.
�-\WORK\98-011-07\DRAWNG'-*\ENGINEi�.�,if4G\�,�,,1.1.PV,'G
2. MAXIMUM 5% SLOPE IN ANY DIRECTION DATE.
OF TRAVEL ALONG A DESIGNATED 5/1/00 9 8 — '1 - 0 7
ACCESSIBLE ROUTE DRAWN BY ISHFF711'
JL9
RE: ARCHITECTURAL AND M. E.P. DWG CHECKED BY
FOR ADDITIONAL INFORMATION SCALE
1 30
ALL ELEVATIONS SHOWN ARE BASED ON THE
NOTES: 1. MAXIMUM 2% SLOPE IN ANY DIREC11ON
11 0.7 BAY IN AN ACCESSIBLE PARKING AREA. MOST RECENT VERTICAL INFORMATION AVAILABLE
TO THOMPSON SURVEYING COMPANY. SPECIFIC
2. MAXIMUM 5% SLOPE IN ANY DIRECTION MONUMENTATION AND ADJUSTMENT ARE BASED
0 LEGEND OF PROPOSED FACILITIES LEGEND OF TRAVEL ALONG A DESIGNATED ON THE RECORDS AND INFORMATION CONTAINED
lj� VXV ACCESSIBLE ROUTE. IN OUR AVAILABLE RESOURCES.
DIRECTION OF SLOPE (D P.P. POWER POLE MMMMEMONQ�
64.65 PROP. ELEVATIONS (D T.P. TRANSFORMER POLE 3. RE: ARCHITECTURAL AND M.E.P. ON SITE BENCH MARK IS A CHISELLED SQUARE IN
Cobourn Linselsen-t4"', Ratcliff Inct.
PROP. WATER LINE CKI S/L STREET LIGHT DWGS. FOR ADDITIONAL INFORMATION. THE SOUTHEAST CORNER OF CONCRETE PAD AROUND
SITE LOCATION A SAIMESE FIRE HYDRANT NEAR THE NORTHWEST
_q AA a Itt
PROP. GRATE & STMI. LINE AREA LIGHT kchfteds I C*m*l EnglineerI -*yors I P[anners
PROP. SANITARY SEWER D.r. DOWN GUY 4. REFER TO DETAIL SHEET FOR CORNER OF GYMNASIUM. ELEV. = 11.30 13100 Northwest Poly, Suilla Kk hotiskajan 77040
-HOREAC-RE7s ADDITIONAL NOTES AND INFORMATION. I
T 1,316 FG FINISHED GRADE ELEVATION F.H. FIRE HYDRANT OFF SITE REFERENCE IS FEMA RM 970 (NGS BENCH Phone: (713) 462-0993 0 2732
FF FINISHED FLOOR ELEVATION W.V. WATER VALVE 5. CONTRACTOR SHALL VERIFY ALL FLOWLINE MARK A 1189 1964) AT NORTHEAST CORNER OF 21.
FIL FLOWLINE ELEVATION 0 W.M. WATER METER ELEVA71ONS 48 HOURS PRIOR TO COMMENCING INTERSECTION OF RED BLUFF ROAD AND FAIRMONT Ownenhip d Daitumlentit
S y a BA�uu G GUTTER ELEVATION r2) M.H. MANHOLE ANY CONSTRUCTION. IF A DISCREPANCY PARKWAY. ELEV.=25.38 THIS DOCUMENT AND THE IDEAS AND DE�iGNS INCOR�,ORATED
HEREIN, AS AN INSTRUMENT OF PROFESSiONI�L SERVICA, IS
TG TOP OF GRATE ELEVA71ON C/O CLEAN OUT IS DISCOVERED, THE CONTRACTOR SHALL (FEMA ELEVATION - 1973 ADJUST.)
VAI M SWEIT ENCLOSURE CONTACT THE ENGINEER IMMEDIATELY FOR THE PROPERTY OF COBOURN LINSEISEN AND RATCLI�F,
TC TOP OF CURB ELEVA71ON AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR AN-.
A-N PIPEL114E MARKER 11 UC
PLRT -wit- -CK=A- TP TOP OF PAVEMENT ELEVATION PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF COBOL;._,L
0 GM GAS METER LINSEISEN AND RATCLIFF, INC..
TW TOP OF WALK ELEVATION Or GAS VALVE 6. UNLESS OTHERWISE NOTED
BASM TS TOP OF SLAB ELEVATION SIGN POST OWNER TO OBTAIN ALL PE61TS REQUIRED BY
III MATCH E)OST. FLOWLINE ELEVATION Tc TOP OF CURB HARRIS COUNTY, TEXAS, PRIOR TO STARTING
VICINITY MAP 4
MEP MATCH EAST. PAVEMENT ELEVATION G CUTTER CONSTRUCTION OF UTILITY AND/OR CULVERTS
N.T.S.
MEC MATCH EXIST. CURB ELEVA71ON WITHIN HARRIS COUNTY ROAD RIGHTS OF WAY.
KEY MAP NO. 580 Q I
MEW MATCH EXIST. WALK ELEVATION UTILITY LEGEND
TIN TOP OF WALK ELEVATION SANITARY SEWER
MEP* MATCH EXIST. PAVEMENT ELEVA11ON STORM SEWER
WITH BOTTOM OF 60 CONCRETE CURB. WATER
TOR TOP OF RIM ELEVATION GAS ( ENTEX
OHE OVERHEAD POWERLINES (HLL. P.)
PUBLIC UTILITY INFORMATION SHOWN HEREON IS BASED ON 1)U 0 30 60 90
FIELD SURVEYS AND PLAN INFORMATION AVAILABLE TO THE
ENGINEER. TO THE BEST OF THE ENGINEER'S KNOWLEDGE
THE INFORMATION IS COMPLETE AND CORRECT. OCCASIONALLY SCALE: 1"= 30"
tF, Exist. Water Line. �t I SOME UTILITY EXISTS WHICH, FOR WHATEVER REASON,
IS NOT REFLECTED HEREON. TO INSURE THAT THE
FL=7.76 FL=8..57 ENGINEER HAS ADEQUATE TIME TO RESOLVE ANY CONFLICTS
THAT MAY BE ENCOUNTERED, IT IS REQUESTED THAT THE
CONTRACTOR DIG TEST TRENCHES AT THE STREET RIGHTS -
OF -WAY VERY EARLY IN THE PROJECT AND CONFIRM THAT
ALL GRAVITY UTILITY LINES AS DESIGNED WILL WORK. ANY
WV CONFLICTS THAT MAY BE ENCOUNTERED ARE TO BE REPORTED
Wv 9
TO THE ENGINEER FOR ASSISTANCE IN RESOLVING. IT IS
IMPORTANT THAT TEST TRENCHES BE PERFORMED WELL
SAN MI
OHE q1. BEFORE THE PLUMBING CONTRACTOR CONTEMPLATES CON -
WV FL=2.73
TOP=10. STRUCTING THE UTILITY SO THAT MAXIMUM DESIGN FLEXIBILITY
Q)
`\ FL=9.1)6 EXISTS IN SOLVING THE CONFLICT. FAILURE TO PERFORM
FL p
8" Sonit - , =: TEST TRENCHES AS REQUESTED WILL RESULT IN LOSS OF
SAN MH cry Se o'
pIt"
TOP= 12 04 R �#\
8" CONTRACTOR RIGHTS TO CLAIM ANY EXTRAS FOR LOST
FL=2.31'
MEMO,=
MATERIAL, LABOR, ANID/OR TIME ON THE PROJECT. LIKEWISE
SHOULD THE CONTRACTOR START LAYING THE UTILITY FROM
C
)4 1 -7 22
THE HIGH END AND SUBSEQUENTLY DISCOVER A CONFLICT AT 17 '16 '15
1 10
<
THE STREET AND HAS NOT PERFORMED THE REQUESTED TEST
0 TRENCH, THEN IN THAT EVENT ALL EXTRA COSTS AND TIME TO
h/
F -,�j RESOLVE THE CONFLICT SHALL BE BORNE BY THE
"a
CONTRACTOR.
TIC 1250
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11 0 1Z FL 8.78 1 1 �11 I
Concrete Walk W_ lu iv.tu MrTPH DO
u,"II -N '45' x
)'�Ir HOPE -95 4
dft C1\ MATCH EXI . I \1 1:� 11_� � n .7aw 1:r. FIL 1. OP Q I
... I - I I . Ij 1. 11 �f_ OUL em Sell CIO
I o @ IXAI �\94�j 4 q. "� 0"? ( D. I "P tc��- 11 . Tele �.Esmt 3ell
e!6 '3
Alk rp K�50.
52. -1 _0 CN 171.0' 15.2' GREAS 7 /7N 3� 1 0� 11 1 1 C. F. 9 564
I/ Covered E TRAP- 74.2' 9, N . . "' I (5F;14 11 1 &
6 / /I TW 11.90 14 - 'N b ''\
z TOP=12.33 11.80 Z;) �I` 5 Utili
7
Entranc
Eosem t
s I cb Cb
5 1 1 -
I- cjpz-1
Po
00
.11 91.
0
6 9
-Go cc -6 -ro it
z EMS < ef juthwestern Bell "Nq.
.< M TP I :b�q 'a I,� (:; * - �
0 �4,ep I
9.3 DOWNSPOUT. Tele� Co. Esmt. 6, Z� 'Ib (j-
>4 I el C�l 11 6 r, I, I,
AWPWAI�g el .1 11, 'y I Kt(p; C.F
< II!IP ", l4ogro C�*
1 0 k Covered 41 1��o q.- I N63947-4
Ld ( of�3
E-4 Z t� -, jr FIL 8.56 Qr - ., -
5; < Entron In Concrete (3.
1:41 11110 eq. ) I ,
g e ro oj�)
11.1,40
C�l
TC,,� 5\
0 4'
Z 1.25
0 2� 2� 0- OR040
'b Ib
PROP. SIDEWALK DRAIN 1\1 _E Z,Widt.,QPENING Masonry C�
LOCATION TO MATCH fN,,_65'I PE IN CU96-I(SEE,10 L) 'M ILI
ONE STORY BRICK BUILDING PE 4� e 00, ��EZO))' 003
0
EXISTING DOWNSPOUT 5 STOR W, 0 0.75X Building
0 LOCATIONS (TYPI
M BAYSHORE ELEMENTARY SCHOOL elo
0 2.1 03 T
41 TP 1.65
C, Aspi
0 7� 11.20 9 kzo
z Covered rM: "e GRAIr lug PT FIL Z. �KM3, U-Ij j
04 f-"Xh
4 5 Entrance TO 10.75
00 UO
REFER TO MEP AND ARCHITECTS PLANS ir FL 7.34 c),
114LET FOR ROOF DRAIN AND DOVIIN SPOUT Covered 10' �outh \ Westef'nBell
s 10.3 Tele. Co. t.
04 en M TOP=jo.6O LOCATIONS AND FLOWLINES. 01�1
NLET / /I �o Entrance 1�,ep
1,FL=9.05 insh Floor // 4 1 Vol. ;�,q, 255 H.C.D.R
TOP=8.84 TRASH INLET
--ULL OF 0) C4
b TOP=10 10. 7' 24,6'
1?.3' FL=9.05 .59 To lev-12.38 91 74
60.2' Lci 4' C-I
1 7.5' 45% 1013' TP 11.25 e', J
I D. 13 " -, 1�
0.0 1 �,"RCP 73.6' (6 (6 61.8' el� 30.8' i* 2.15
83' 120 HOPE 00. TP 1111:1480
&10
6 fol 'o
`rp .65 0
Tln-UtM�-Fen,_e La -ZL C%T L,� - - - - - - - - - -
-4CL. -01 - --a - - , \ CIT OF LA PORTE.
R7 �- --- - '_1_UiiT_y Ta;em"eTt - - - - - - - - - - - N75
0 vo - - I I
5��_Utility Easement 1.0. 4'
- - - - - - 0 /* MEW
V�re Car �11
all
FL= EX. TW 11 -4
L11 MEW Grease _I-
E INI�zl r1A
C-,ncre e � 'III I I E Traps
6-
'It : I MEP
fc�rp`F
ROPOSED B EXP�NS(d]I I
F. F. 12.3 Q11
1 11.20
��?J`LANDSCAPE INLET -40NC &!tli
ADS 272,111JUP1211ill EXIF.- CON 10.70 TP 10.50
Q DRI
POST rw 11.20 TP 10-1 TIC 10.00
APPROVED EQUINI L
7� .90 im
Tq(-10.50 11.40 0-ml 'v/
NOTE
CONTROA T R TO PROTECT ALL EXISTING
PROVIDE r WIDE OPENING P
Ir FL 7.93 /2\ AiH EXIST. PVM7 NLE
I (D
TREES OU ING CONSTRUCTION.
\IN �C URQ (SEE DETAIL)
11n, TYPE -A` GRATE INLET -FG 10.40 R OST. DITCH TO TYPE
25 LF-12�7 H 127 F21.\ 6.42
TR 10.00 A It I - PROP. S' THK. HROAT ELEV. 7.50
-1y 0 STORM a D5_0_% 15 -CONCSLOPE
0 FIL 6.87 Hok 5.00 TYPE 'E' INL9
Jj
1095
C C STOR TP 10 45 U B.,75 AIE INLET #3 TG 825 11�� Q -0 TOR &00
Car., FIL .5 LI 11-: - - . f \. \ *I- " 8.50 '1 ' \ THROAT ELEV. 7.50
00. 70 1 61. 0 2,1117 FL 494 --30' BUilding Line 24* FIL 4.7i, 300 FL 4.02
10 � T ZC FL 4.52
P
Fix '791 4DPE 1,01 &r lli, FL 516�_ �q
0.7 TP I FGI�l 891, ACTOR TO R4C VE Lo.r. ac br-1. Ex. S'orm MH
I ffw STORM 1 FG 11112 10.70 0.0
c,,IjW 1.7 EXI T. E 1061- Ex. 172. -FL4 0 (E)
M,10.7p Q,
211
r III
T F
ExisC751'__�_an. Svir. R
cli
0
431
7
1714
0
0
I
I
00
.
0
z
UJI
U_
I%M _ICT nurr. R . IrI R.C.P Ex. 48 FL 4.0 S)
AND RCP 6
INLET 07 3' roRM oz, 'L 6 85 �N) (EXCAVATE AND REMOVE)
M 0 0.20XO, Ex 30" F
N� V-TG 10.75 -120 HOPE *5 HDPE Chain Link Fence
W 112' Exist. 6' CR Ex..,50� F W)
-A
Sign !SFY 11.2 127 FL 7.29 STORM 0 0.75X STOR q�4
11.50 Siqn &1_30:_FL 4.00 (N)
Cw� -
'TC
F, =6.52
'ATattic FL=6
t
FIL R 9.
_I Ilf icSigr 0
RCI EL�
Ir
'PROP SO'I RCP fic UUNIKAqOR TO TAKE ALL NECESSARY
V,](P REMOVE Ek=. CuLv Asphalt PRECAUTIONS, TO PROTECT EXlswk:0.14.
EXiEN% EXIST. 18" R Cb-
I ,b, ro tic V�,11. �FL&06 F 'Exist. 6" Water Line �6t` ROP. RCP
ERT Sign
AT - - - - - - rl"
1wr. MATCH EXIST. PVMT-_Ib.&
ov
v n. 'I
X. MI FAIRFIELD AVE
4AI DOST. N�E
Wig GRATE INLET 08 SAN MH
(50' RIW) TOP=9,8�)
EXIST. SAN MH (PER RECORD DRAN
EX T. TOP=10.4± FL=2.26.
1 70±
E 'IST Ir FL 7.69 -----------
X FL=
3.45
0
I (f) \1 I SAN MH (PER RE NOTE: EXISTING 6' CHAIN LINK FENCE TO BE REMOVED
CD 0 NOTES: 1. REGRADE EXISTING DITCH TO PROVIDE Posrm SLOPE
:3 OP=10.4± DURING CONSTRUCTION OF STORM SEWER AND
JWEEW�EROPOSED DRIVEWAY CULVERTS. FL=5.60±
REPLACED AFTER CONSTRUCTION IS COMPLETE. 0I
CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS, TO\
(D
PROTECT EXISTING DOWN GUY AND RESTORE TO EXISTING
A2. CONSTRUCTION JOI TS ARE REQUIRED OR BETTER CONDITION WHEN CONSTRUCTION IS COMPI FT\
3 ON EACH SIDE OF ANY UTILITY
EASEMENT LOCATED UNDER CONCRETE.
o)CP
n
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
APPROVED THIS SITE PLAN AND DEVELOPMENT OF BAYSHORE
ELEMENTARY SCHOOL IN CONFORM NCE VATH THE ORDINANCES
OF THE CITY OF BAYSHORE ELEMENTARY SCHOOL
BY' mo,�n 301 BAY OAKS DRIVE
DIRECTIP, PLANi" DEPARTMENT LAPORTE, TEXAS 77571
CITY COMMENTS 5/19/00
ADDENDUM #3 5/15/00
ADDENDUM # 2 5/11/00
NO. DESCRIPTION DATE
REVISIONS
&
BAYSHORE ELEMENTARY
ADDITIONS & RENOVATIONS
LA PORTE INDEPENDENT SCHOOL DISTRICT
U PORTE, TEXM
GRADING, -DRAINAGE
AND-,
UTIL11W FIAN
FILE NO.
F.\WORK\98-011-07\DRAWNGE,\ENGINE�-'RI�G\,2.1.P�WC-
DATE JOB N0._1I"
5/1/00 �98t-f,',l -07
DRAWN BY SHEET
JLB
CHECKED BY
LSF C201
SCALE
1 30,
<
0
0
;z'pAsk
<
0
Ld
0
>
aPL*
C.0
M
NOD
z
0
V
0
"D
0
0
rA
C'
(A
0
eq
go
co)
C4 �4
I -A
CD
CURVE TABLE
CUR VE NO.
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD
C-1
145.00'
69*16'04"
175.30'
N62*34'15"E
—164.82'
C-2
25.00,
69*19'57"
30.25'
N52*36'11"E
— 28,44'
C-3
25, 00'
69*19'57"
30.25'
S58*0351"E
— 28.44'
C-4
146. 00'
69*2434"
175.66'
S58*06'09"E
— 165.11'
(50' R/W)
Nvjb
C/1
ALL El"ADONS SHOWN AM BASED ON THE
MOST RECENT VERTICAL NFORMATIM AVAILABLE
TO THOMPSON SURVEYING COMPANY. SPECIMC
MONUMENTATION AND ADJUSTMENT AM BASED
ON THE RECORDS AND INFORMADON CONTAINED
IN OUR AVAILABLE RESOURCES.
ON STE BENCH MARK IS A CHIMIED SOUARE IN
THE SOUTHEAST CORNER OF CONCRETE PAD AROUND
A SAIMESE FIRE HYDRANT NEAR THE NORTHWEST
CORNER OF GYMNASIUM. ELEV. - 11.30
OFF STE REFERENCE IS FEMA RM 970 (NOS BENCH
MARK A t189 1964) AT NORTHEAST CORNER OF
INTERSECTION OF RED 13LUFF ROAD AND FAIRMONT
P 25.38
(=v nI-- 1973 AMIUST.)
GENERAL MOTES
1. THIS IS NOT A BOUNDARY SURVEY BEARINGS
SHOWN ARE FROM A BOUNDARY SURVEY
PERFORMED 03/17 1998, JOB NO. 98-011-03,
BEARINGS SHOWN 4ASED ON TEXAS STATE
PLANE COORDINATE SYSTEM, SOUTH CENTRAL
ZONE (HAD 83).
1 NO PORTION OF THE SUEMCT SITE IS
3. FUTURE REDEVELOPMENT OF SITE SUB-
JECT TO CITY OF DEER PARK, TOM CIARENT
REGULATIONS PERTAINING TO BUILDING LINES
4. FOR ADDITIONAL BUILDING RESTRICTIONS,
SEE RESTRICTIVE COVENANTS.
5. THE PROPERTY IS SU"CT TO AN UNLOCAIED
RIGHT-OF-WAY GRANTED TO GULF CITIES NATURAL
GAS COMPANY FOR GAS PIPELINE VOVER AND ACROSS
THE CALUED &79 ACRE TRACT. RECORDED IN VOL
829, PAGE 500. H.C.D.R NO VISIBLE EVIDENCE OF A
GAS PIPELINE WAS NOTED.
UNDERGROUND UTILITY INFORMATION SHOWN WAS
OBTAINED FROM RECORD DRAWINGS OBTAINED
FROM THE CITY OF DEER PARr, TEXAS AND/OR
VISIBLE EVIDENCE OBSERVED IN THE FIELD AT
THE TIME OF SURVEY THERE IS NO GUARANTEE
OF ACCURACY OR COMPLETENESS OF ANY RECORD
OR INFORMATION OBTAINED FROM THE CITY OF
DEER PARK OF PRIVATE UTILITY COMPANIES.
AS OF THE DATE OF THIS SURVEY UTILITY
INFORMATION HAD NOT BEEN RECEIVED FROM THE
THE FOLLOWING FRANCHISE UTILITY COMPANIES:
HOUSTON LIGHTING & POWER COMPANY (H,L & P. CO
SOUTHWESTERN BELL TELEPHONE COMPANY (SWBT),
ENTEX OAS COMPANY.
LEGEND
0
P.P. POWER POLE
0
T.P. TRANSFORMERPOLE
OCT
SA STREET UGHT
04
AA AREA LIGHT
O.G. DOWN Guy
F.H. RRE HYDRANT
W.V. WATER VALVE
0
W.M. WATER METER
0
M.N. MANHOLE
t
C/o WAN OUT
M
SWEIT ENCLOSURE
g
PIPSUNE MARKER
0 GM GAS METER
GAS VALVE
SIGN POST
TC
TOP OF CURB
G
GUTTER
UnLITY LEGEND
— — — — — — — SANITARY SEWER
STORM SEWER
WATER
GAS ( ENTEX
.0.HE
OVERHE40 POWEMINES (H.L & P.)
1 18 17 16 is
"FNO. 3/8-
[RON ROD
SATIAH SET 5/a*
ItI, �-10.79,1 kOD
DRIVE
sign
10
2T��24
Ttl� C. E.L
CF. KSM64
05� FND. 1/2'
tost. a I IRON ROD
CF. 394 4,
0
Ma' or
Bull Ing
ta
E.
to
to
2
17
7, 34 Q 10
[ON
MA
- — - — - — - — \ FIND, 1*
eA IRON PIPE
—T
LLK
Cobourn Linseisen & Ratcliff, Inc.
W E"Iftem - AKWtects a Smeym . Planem
13100 Northwest Freeway, Suite 500 TEL: 713 462-0993
Houston , Texas 77040 Fox: 713 462-2732
TOPOGRAPHIC SURVEY
OF A 10.4201 ACRE TRACT OF LAND
IN THE W. P. HARRIS SURVEY ABSTRACT 30
LAPORTE, HARRIS COUNTY, TEXAS
BAYSHORE ELEMENTARY SCHOOL
SCALE DATE : DRAWN BY: FB NO: I APPROVED: DWG NO.
1"=60' 04/06/00 17 VOAPD 98-011-06
PERFORMED FOR
LA PORTE INDEPENDENT SCHOOL DISTRICT