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HomeMy WebLinkAboutBAYSHORE ELEMENTARY SCHOOL SITE PLAN- - GENERAL SITE DEMOLITION NOTES KEYED NOTES FOR DEMOLITION PLAN: = .. =n w 1. GENERAL CONTRACTORS SHALL VISIT THE SITE TO FAMILIARIZE NOTES FOR DEMOLITION SITE PLANS ONLY. Ppo THEMSELVES WITH THE SCOPE OF WORK AND TO FIELD VERIFY ALL NOTES WILL NOT NECESSARILY BE USED ON THIS SHEET EXISTING CONDITIONS PRIOR TO BIDDING THIS PROJECT. ANY 1. DEMOLISH THE EXISTING SIGN/SIGNAGE TXIC " DISCREPANCIES OR AMBIGUOUS ITEMS MUST BE REPORTED GEND 2. DEMOLISH EXISTING LIGHT POLE & CONCRETE FOOTING. SALVAGE & _ PP r IMMEDIATELY TO THE ARCHITECT. THE GENERAL CONTRACTOR IS w CL RELOCATE AS SHOWN ON DRAWINGS RESPONSIBLE FOR ALL DEMOLITION, CUTTING AND PATCHING, DPP REPAIR COORDINATION, ETC. AS REQUIRED FOR PROPER 3. REMOVE THE EXISTING FLAGPOLE • • " INSTALLATION OF WORK, COMPLETE AND IN PLACE. 4. DEMOLISH DESIGNATED PORTION OF EXISIING CANOPY RE A1.1 Cobourn Linseis"en & Ratcllff Inc. N 5. DEMOLISH EXISTING PLANTERS, SALVAGE PLANTS TO OWNER. NOTIFY - 1 2. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO OWNER 48 HOURS PRIOR TO REMOVAL OF PLANTS °PP ArChiteets •Civil Engtnel s SGEveyors, . Planners CONSTRUCTION. 6. DEMOLISH DESIGNATED PORTION OF EXISTING CONCRETE SIDEWALKS. 13100 Northwest F�IryI Soite 5 ; llanstoe Texas 77040 01 7. DEMOLISH DESIGNATED PORTION OF EXISTING ASPHALT/CONCRETE PAVING. a - Phone: (713) 462.0993 a1c. (713)�4�_%71473Z x 3. REFER TO PROJECT MANUAL FOR ADDITIONAL DEMOLITION 8. DEMOLISH EXISTING BENCHES o INFORMATION AND REQUIREMENTS, TYPICAL. 9. RELOCATE EXISTING BIKE RACK RE 1/AST FOR LOCATION a ® QWnerSitiP Of DOCI 11ttlniS 10:. REMOVE EXISTING BOLLARD ( THIS DOCUMENT AND THE IDEAS AND, DEIGNS INCORPORATED 4. COORDINATE DEMOLITION WORK BETWEEN ARCHITECTURAL SITE 1 "0O 9So HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS DEMOLITION PLANS AND CIVIL ENGINEERING PLANS. PERFORM y9�1 THE PROPERTY OF COBOURN LINSEISEN AND RATCLIFF, INC. DEMOLITION AS REQUIRED FOR PROPER INSTALLATION OF NEW 3 AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY SIGN SIGN WORK, WHETHER SHOWN ON DEMO DRAWINGS OR NOT. TRAFFIC SIGN PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF COBOURN LINSEISEN AND RATCLIFF, INC.. 5. REFER TO CIVIL, M.E.P. & IRRIGATION DRAWINGS FOR ADDITIONAL OAKS DRIVE (ASPHALT `• pp° BAY OAKS DRIVE " DEMOLITION. PROVIDE ADDITIONAL DEMOLITION AS REQUIRED FOR a�+� oho o MAIL BOX SIG (- t- r r -r T 1 -f y- TI /� F PROPER INSTALLATION OF WORK, COMPLETE & IN PLACE. J i i i i I I i Ca�il�/ _ { CA SI N cN 6. PRIOR TO STARTING DEMOLITION WORK, COORDINATE WITH THE OWNER SPo (ASPHALT-', ®� SITE PLAN GENERAL NOTES: REMOVE AND PACKAAS TO WHAT ITEMS GE ANY),I EM ARE ETT BE SALVAGED TOBE SALVAGED. PROPERLY ALLOFOR _ _ _O_ _ _ _ BOXELEC® ®- ® 1. REFER TO ELECTRICAL DWG. FOR ADDITIONAL SITE REUSE/REINSTALLATION BY THE OWNER. PROPERLY TRANSPORT ALL ®� -I {SIGN INFORMATION. SALVAGED ITEMS TO 'THE OWNER'S DESIGNATED POINT OF STORAGE. © I i - - - EXISTING BUILDING ALL ITEMS NOT SALVAGED TO THE OWNER SHALL BE REMOVED BY ® ® r - - - 2. ALL TREES WHICH ARE TO BE REMOVED SHALL BE THE GENERAL CONTRACTOR. BOARD FENCE CONCRETE WALK ® A C "I�WALKWAY CONC ® ® � EMVERIOVALFIED �TM ARCHITECTS/OWNER PRIOR TO TREE PLANTERS (TYP) ❑ ❑ ❑ ❑ I ' 5 8 X6' CUTTING & PATCHING: O 8'X6' I STEEL ® ® 3. VERIFY JOINT LAYOUT FOR SIDEWALKS WITH ARCHITECT 1U ❑ [] ❑ \ I GUARDC: � � ® ® PRIOR TO CONSTRUCTION. �I POSTS 7. PROVIDE MATERIALS FOR CUTTING AND PATCHING WHICH WILL SOCCER GOAL) ❑ ❑ ® 21 ® ® ® EXISTING Tp RESULT IN EQUAL OR BETTER WORK THAN THAT BEING CUT OR --� � PATCHED. 8 MASONRY 8. ANY EXISTING CONSTRUCTION THAT IS TO BE REMOVED SHALL ONE STORY BRICK BUILDING M ., PLAYGROUND ® ®® ILDING I SITE PLAN KEYED NOTES: BE REMOVED CAREFULLY SO AS NOT TO DAMAGE ANY EXISTING BAYSHORE ELEMENTARY SCHOOL . EQUIPMENT I CONSTRUCTION THAT IS TO REMAIN. EXTERIOR WALLS 6 (9)O 1. ACCESSIBLE PARKING SIGN: RE: 8/AS.2. ` I ARE TO BE PATCHED TO MATCH EXISTING CONDITIONS. ASPHALT (q W .. (9) ®� 2. SCHOOL` MARQUEE (NOT IN CONTRACT) I IF ANY EXTERIOR WALLS TO REMAIN ARE DAMAGED, BENCH (1K ® ® x 3. EXISTING' FLAGPOLE THEY ARE TO BE REPAIRED, AT NO COST TO OWNER, TYPICAL. \ ASPHALT (TYP,) B © ® ®® ° ® 4. EXISTING FLAGCONCWALK i 9. ANY PLUMBING LINES THAT ARE TO BE REMOVED SHALL BE O ® ®° 5. LANDSCAPED AREA CAPPED AS CLOSE TO POINT OF ENTRY IN FLOOR OR WALL AS �/C 9 21 ® 6. ACCESSIBLE RAMPS RE: CIVIL DWG. 10 P 1 POSSIBLE, OR REMOVED COMPLETELY. PATCH PAVING, SIDEWALKS AYGROU 7• CHILLER UNIT RE: MECHANICAL DWG. \ 4 ® ® EQUIPMENT ® & STRUCT:-DWG. FOR FOUNDATION & LANDSCAPING TO MATCH EXISTING CONDITIONS. REFER TO CIVIL, ` M.E.P. & IRRIGATION DRAWINGS FOR ADDITIONAL INFORMATION, TYP. ® ; HAIN LINK FEN TP BRICK SWEIT SIGN '� 8. PRECAST CONC. WHEEL STOP. RE: CIVIL DWG. 10. WHERE EXISTING MASONRY ABUTS NEW MASONRY, NEW CHAIN LINK FENCE -1 - •WALL BOLLARD CAB SIGN Cr1 9. PAINT STRIPING RE: CIVIL DWG. 1 MASONRY SHALL MATCH EXISTING COURSING. -CONCRETE - L - - _ - - - - - - - _ g ®° { 10. VISITOR PARKING SIGN RE: 6/AS.2 L / -I - -- ---- I LLARDS SIG 11. WHERE A PORTION OF AN EXISTING MASONRY WALL IS TO BE I I 6 J-ASPHALT 7 1 (TYp)�`^ B NCH t0 11. FACULTY PARKING/VAN ENTRANCE SIGN RE: 3/AS.2 REMOVED, PROVIDE A FINISHED EDGE BY TOOTHING IN NEW I PROPOS / ITION 7 7 i �p K /G �P C 7 7 / mm I 12. BUS ENTRANCE SIGN RE: 11/AS.2 MASONRY TO MATCH EXISTING, UNLESS OTHERWISE NOTED.' / f4`��PAM / / y I JN / jt I//. / / I 10 -13. SERVICE ENTRANCE SIGN RE: 5/AS.2 L ! l - ooti�-4 ® 14. VAN ACCESSIBLE PARKING SIGN: RE: 8 AS.2 12. SALVAGE ALL EXISTING H.C. PARKING SIGNAGE I 7L f f 7�'71 E `� �-f -`�� �- T 1 R a v (�7 �� CFJ�r ' SWBT U//G 15. PIPE BOLLARDS RE: CIVIL DRAWINGS / \ 11\PA(tK�JG\Sp>aCE1z \ \ \ �_ yi° i I CAB IGN 16. EXISTING CANOPY 0 13. REFER TO SPECIFICATIONS AND LANDSCAPE DRAWINGS FOR I / / / / / V V -I ASPHALT( \ [ccTREE PRESERVATION AND PROTECTION. `` 7 I I f I \ PP 1R FFIC 18. NEW CONCRETE 17. NEW CANOPY m Z ( f- ASPHALT-/�� i 1,8ItPAtktKIhGISPhdS I1 \ �� ® ENCL SIN 19. LANDSCAPING WALK - LEGEND FOR DEMOLITION SITE PLAN: 24° THE �j / / IdP R/N� Vc�s/ / L �I \ 20. RELOCATED BIKE RACK 21 �L.L$IS#� �4-4L / 4- �, l„ \ \ ® 21. EXISTING TREE TO BE. REMOVED A/L SIGM _ S 87612'17" W - 825.35' \ \ ® FH 22. PAINTED CROSSWALK DETAIL RE: CD-14 C3.1 - - - - - - - SIGN- -_ 1-_ -_ - - TRAFFIC _ . - - o sp PP o T STOP IGN 24. SIDEWALK STEEL GRATE (TYP. 7). RE: 9/AS.2 - 23. RELOCATED EXISTING FLAGPOLE RE: 10%AS.2 EXISTING PAVING TO BE DEMOLISHED. { 18" RC - - - - - - 8" RCP i - {SIGN - - - CooRDINATE WITH CIVIL DRAWINGS., FAIRFIELD AVENUE SIGN TRAFFIC TRAFFIC 1 TRAFFIC 18" RCP ' SIGN 1 SIGN sa EXISTING PAVING TO REMAIN. COORDINATE WITH CIVIL DRAWINGS - \ PROVIDE DEMOLITION OF THE EXISTING TREE & C �� ROOT SYSTEM. ,- NORTH EXISTING TREES TO REMAIN i EXISTING/DEMOLITION SITE PLAN NOTES 13 1 EXISTING/DEMOLITION SITE PLAN 2 z i o PARKING a ; A o i o Q N87'16'10'E 74 PARKING SPACES 121.27' 6 H.C. PARKING SPACES w E+ _ 80 TOTAL PARKING SPACES Z T0 W FACULTY o PARKING 8 9 U _ o BAY OAKS DRIVE 29 SPACES o o o 0 0 BAY OAKS DRIVE rarA _ rA 5 I a 3. o o - - - - �_ N 8T11'34" E 371.06' { Ao - - a 3 ® ODN 87.12'17" E 450.00' 0 1s 14 2z 1 19 �o ®® ®® Nzz I It� - - EXISTING BUILDINGIt L0 N 87*12'17" E - 406.70, z ❑ ❑ ❑ ❑ t6 ® ® NO. DESCRIPTION DATE ® 1 ' REVISIONS C vI �' 00 ° I � N EXISTING BUILDING 22 O' TYP ® ® � RED qp, z 117 0_4 14 ®® ®� ® ® ®<2 :off..... RC< E° 18 22 17 16 94 --I----- --- 6 b0 AUTOMOBILE I PARKING NEW CONSTRUCTION 17 6 13 SPACES 19 ,9 2D ® BAYSHORE ELEMENTARY 7 22 AUTOMOBILE ® ADDITIONS & RENOVATIONS O PARKING P 14 9 19 � 38 SPACES d 8 18 LA PORTE INDEPENDENT SCHOOL DISTRICT z3 19 , LA PORTE, TEXAS z t8 .9 9 19 19 0 T 19 0 0 FAIRFIELD AVENUE ,8 SITE PLAN a SITE PLAN 1_ 50,_0. i o a'.. A m 0 Lu �{ U z Z Z a w o [z] SWJ 0 0 g O a: 000 A N MN SAN TOP=11.65\ FL=1.89 ' Traffic Sign Asphalts s�.1`�� FL=t3' I _ 10'R OJ M r- Concrete Walk I �� T,�- r-T ° ,J f 52'3, ='' N Covered 171.0 C5 _ 12 Entrance Ro; r •oCovered Entrance u Covered Entrance INLET TOP=10.60 INLET ,FL=9.05 TOP=8.84 FULL OF TRASH TOINLET70.59 0 1-.3' FL=9.05 60.2' <r 7.5 NT 8.4' Fo _ 12"P.CP _ 73.6' 6 - FL ..09 SEE ARC E BU POST I� I \ WV `\\ WV9 `� ------ OHE WV J / 8 Sanitary Sewer ONE S T OP,'Y BRICK BUILDING BAYSHORE ELEMENTARY SCHOOL 'Posts `moo 10 76.0' 00 9..3' \\ to 2 VANS \ACCESSIBLE PARKING SPACES • �O m LEGEND - 0 P.P POWER POLE 0 T.P. TRANSFORMER POLE - 011 S/L STREET LIGHT- :" A L AREA LIGHT m D.G. DOWN GUY + F.H. FIRE HYDRANT . A W.V. WATER, VALVE -. O W.M. WATER METER- p M.H. MANHOLE _ T C/o CLEAN OUT Mp SWBT ENCLOSURE - _ C% PIPELINE MARKER. GENERAL NOTES 0 GM GAS METER of GAS VALVE 1. BEARINGS SHOWN BASED ON TEXAS STATE " - PLANE COORDINATE SYSTEM, SOUTH CENTRAL SIGN POST - ZONE (NAD 83). TC TOP OF CURB G GUTTER ' 2. NO PORTION OF TH JECT SITE IS - LOCATED WITHIN 100 YEAR SPECIAL FLOOD ACCORDING TO THE UTILITY LEGEND MOST RED EC 0 ICIAL INSURANCE RATE - MAP D 11-06-16-1996, COMMUNITY 3 P EL NO. 48201C, PANEL NO. 1085J, - - SANITARY SEWER _ 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 ( ENTEri) - OHE - OVERHEAD POWERUNES (H.L. & P.) O : G rn 1 R - AN I a _. �• ACCESSIBLE � t - s c 1 C I 0 5 P RKIN SPACES a) ES - A= _ I 6' _ 3 1119 S CE... � 9 8 s'si€ •i€ •: : € 5 '•: 1 � > m rn0' 1+ W D II t_18 3 - 20'25' 2 c N 6 CURB o VI c 115 4' � f F2 a) rn V N c� �'G�'"• �\ cnP,V1� Sian N 5 ,o' S' - 5R 4 .I c..........i8:€:c 44.5' 61 N �,1 0 iiii sS:': A m _ n 25' 56 Sian _ 25 rSian - - v -- jU - •� .. --..- p 18" RCP r' _IL- _;.-�TrlafficSign - P- _.1 - `' Tra fiC y y\" o Traffic Exist. 2" Water Line' F I n 15 Exist. 0" Water. Line M- - - - - - - - Sign - - - Sign- - `o. o - 15' R - - - - - 2 0' R - Exist. 8" San. Snm.��- m - P, --'6c:::�Exlst. 6" San. Swr. FAIRFIELD AVENUE - - - - - - m \ / TOP=10.4t S.AhI MH (PER RECORD-DRAWINGS)(50RAW) rn o zl C0 FL--1.70t O I (J) I. (? PAVING THICKNESS LEGEND o s i v m I= � PROPOSED 7 -THICK CONCRETE PAVEMENT alp o NOTES: PROPOSED 3" THICK o 1. ALL DIMENSIONS ARE FROM FACE ® ASPHALTIC CONCRETE OF CURB TO FACE OF CURB. jy PROPOSED 6" THICK 0 2. CONSTRUCTION JOINTS ARE REQUIRED CONCRETE PAVEMENT Q ON EACH SIDE OF ANY UTILITY o EASEMENT LOCATED UNDER CONCRETE. PROPOSED 6" z CONCRETE CURB ui i� FNA urn, Linsoisen-A&Aatdiff, In€•` CL" Rl, ts Civil Engineeis1. ,'iASmiveyors . Planners 00 Northwest Fwy, Sui:a �6A, Huafr, , Texas 77040 Phone: Ql!3) 462-0993 • F (71�; 46?-2732 Ownership of Documents UMENT AND THE IDEAS AND D�IOIGNS IN1:00ORATED S AN INSTRUMENT OF PROFES ifC^!AL SE tV .F IS PERTY OF COBOURN UNSEISEN AND' RATt UFr, , .'C. OT TO BE USED, IN WHOLE OR IN PART FOR F:: ' WITHOUT THE WRITTEN AUTHORIZATION OF COB(,',­:-,i AND RATCLIFF, INC.. 30 60 90 SCALE: V'- 30" Y OF 'LA PORTE PER CITY OF LA PORTE 7/10/00 I �I Q CITY COMMENTS 5/19/00 \` NO. DESCRIPTION DATE \.\ \ \\ ✓r'; \' -_ =C REVISIONS L \ \ :• \\` \ �. } •� C3 z (�: •Q�y G 11, y:% SOP ��� It y i. 5 .G T s • -ins Line t � 'y •••iiii••••PGj ,.! 1AMES C. PEYTON �i Ex. Starrn MH TF .1�') Yjo: 49813��^j77 \/=�P ONTRACTOR TO OBTAIN DRIVEWA�I --P--------- \ `z I Ex. 42 FL 4 n 'E OF F.E'4MITS F OM HARRIS COUNTY (TYP.) \ ��� 1�Fd�'Gf•tfp��x t. r \ � i\ Ex. 30" FL 6.85 tN) \ S%OWAL� o Exist. 6' C:hain Link Fence \ 541.5 - - >� - h- - L- - )E - 3 I Ex. 30" FL 6.62 W) BAYSHORE ELEMENTARY FL=6.52 _ P P _ P - \ Ex. 42"P.CPP a.R Traffic i x \ - ADDITIONS & RENOVATIONS -' PG•\ S43n Asphalt =- S ,ram LA PORTE INDEPENDENT SCHOOL DISTRICT Tly o ss �' .�' LA PORTE, TEXAS FL=2.26 o \ SAN MH PER RECORD DRAWIiIGS DIMENSION & SITE \ `\` TOP=10.4t \ FL=5.60t \ �\ \ `• \ \��, PAVING PLAN NOTES. 1. MAXIMUM 2% SLOPE IN ANY DIRECTION IN AN ACCESSIBLE PARKING AREA. FILE NO. F- \WORK\98-Ott-07\DRAWING:'\ENGINFr r if4G\ i1.1.PV,'G 2. MAXIMUM 5% SLOPE IN ANY DIRECTION DATE. JJB NO ' OF TRAVEL ALONG A DESIGNATED 5/1 /00 8 O`' `: - 07 ACCESSIBLE ROUTE DRAWN BY ISHFF711'w JLR RE: ARCHITECTURAL AND M.E.P. DWG CHECKED BY l yr h FOR ADDITIONAL INFORMATION SCALE ,. '-- 1 30 • r - SAN TOP=11.65\ FL=1.89 ' Traffic Sign Asphalts s�.1`�� FL=t3' I _ 10'R OJ M r- Concrete Walk I �� T,�- r-T ° ,J f 52'3, ='' N Covered 171.0 C5 _ 12 Entrance Ro; r •oCovered Entrance u Covered Entrance INLET TOP=10.60 INLET ,FL=9.05 TOP=8.84 FULL OF TRASH TOINLET70.59 0 1-.3' FL=9.05 60.2' <r 7.5 NT 8.4' Fo _ 12"P.CP _ 73.6' 6 - FL ..09 SEE ARC E BU POST I� I \ WV `\\ WV9 `� ------ OHE WV J / 8 Sanitary Sewer ONE S T OP,'Y BRICK BUILDING BAYSHORE ELEMENTARY SCHOOL 'Posts `moo 10 76.0' 00 9..3' \\ to 2 VANS \ACCESSIBLE PARKING SPACES • �O m LEGEND - 0 P.P POWER POLE 0 T.P. TRANSFORMER POLE - 011 S/L STREET LIGHT- :" A L AREA LIGHT m D.G. DOWN GUY + F.H. FIRE HYDRANT . A W.V. WATER, VALVE -. O W.M. WATER METER- p M.H. MANHOLE _ T C/o CLEAN OUT Mp SWBT ENCLOSURE - _ C% PIPELINE MARKER. GENERAL NOTES 0 GM GAS METER of GAS VALVE 1. BEARINGS SHOWN BASED ON TEXAS STATE " - PLANE COORDINATE SYSTEM, SOUTH CENTRAL SIGN POST - ZONE (NAD 83). TC TOP OF CURB G GUTTER ' 2. NO PORTION OF TH JECT SITE IS - LOCATED WITHIN 100 YEAR SPECIAL FLOOD ACCORDING TO THE UTILITY LEGEND MOST RED EC 0 ICIAL INSURANCE RATE - MAP D 11-06-16-1996, COMMUNITY 3 P EL NO. 48201C, PANEL NO. 1085J, - - SANITARY SEWER _ 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 ( ENTEri) - OHE - OVERHEAD POWERUNES (H.L. & P.) O : G rn 1 R - AN I a _. �• ACCESSIBLE � t - s c 1 C I 0 5 P RKIN SPACES a) ES - A= _ I 6' _ 3 1119 S CE... � 9 8 s'si€ •i€ •: : € 5 '•: 1 � > m rn0' 1+ W D II t_18 3 - 20'25' 2 c N 6 CURB o VI c 115 4' � f F2 a) rn V N c� �'G�'"• �\ cnP,V1� Sian N 5 ,o' S' - 5R 4 .I c..........i8:€:c 44.5' 61 N �,1 0 iiii sS:': A m _ n 25' 56 Sian _ 25 rSian - - v -- jU - •� .. --..- p 18" RCP r' _IL- _;.-�TrlafficSign - P- _.1 - `' Tra fiC y y\" o Traffic Exist. 2" Water Line' F I n 15 Exist. 0" Water. Line M- - - - - - - - Sign - - - Sign- - `o. o - 15' R - - - - - 2 0' R - Exist. 8" San. Snm.��- m - P, --'6c:::�Exlst. 6" San. Swr. FAIRFIELD AVENUE - - - - - - m \ / TOP=10.4t S.AhI MH (PER RECORD-DRAWINGS)(50RAW) rn o zl C0 FL--1.70t O I (J) I. (? PAVING THICKNESS LEGEND o s i v m I= � PROPOSED 7 -THICK CONCRETE PAVEMENT alp o NOTES: PROPOSED 3" THICK o 1. ALL DIMENSIONS ARE FROM FACE ® ASPHALTIC CONCRETE OF CURB TO FACE OF CURB. jy PROPOSED 6" THICK 0 2. CONSTRUCTION JOINTS ARE REQUIRED CONCRETE PAVEMENT Q ON EACH SIDE OF ANY UTILITY o EASEMENT LOCATED UNDER CONCRETE. PROPOSED 6" z CONCRETE CURB ui i� FNA urn, Linsoisen-A&Aatdiff, In€•` CL" Rl, ts Civil Engineeis1. ,'iASmiveyors . Planners 00 Northwest Fwy, Sui:a �6A, Huafr, , Texas 77040 Phone: Ql!3) 462-0993 • F (71�; 46?-2732 Ownership of Documents UMENT AND THE IDEAS AND D�IOIGNS IN1:00ORATED S AN INSTRUMENT OF PROFES ifC^!AL SE tV .F IS PERTY OF COBOURN UNSEISEN AND' RATt UFr, , .'C. OT TO BE USED, IN WHOLE OR IN PART FOR F:: ' WITHOUT THE WRITTEN AUTHORIZATION OF COB(,',­:-,i AND RATCLIFF, INC.. 30 60 90 SCALE: V'- 30" Y OF 'LA PORTE PER CITY OF LA PORTE 7/10/00 I �I Q CITY COMMENTS 5/19/00 \` NO. DESCRIPTION DATE \.\ \ \\ ✓r'; \' -_ =C REVISIONS L \ \ :• \\` \ �. } •� C3 z (�: •Q�y G 11, y:% SOP ��� It y i. 5 .G T s • -ins Line t � 'y •••iiii••••PGj ,.! 1AMES C. PEYTON �i Ex. Starrn MH TF .1�') Yjo: 49813��^j77 \/=�P ONTRACTOR TO OBTAIN DRIVEWA�I --P--------- \ `z I Ex. 42 FL 4 n 'E OF F.E'4MITS F OM HARRIS COUNTY (TYP.) \ ��� 1�Fd�'Gf•tfp��x t. r \ � i\ Ex. 30" FL 6.85 tN) \ S%OWAL� o Exist. 6' C:hain Link Fence \ 541.5 - - >� - h- - L- - )E - 3 I Ex. 30" FL 6.62 W) BAYSHORE ELEMENTARY FL=6.52 _ P P _ P - \ Ex. 42"P.CPP a.R Traffic i x \ - ADDITIONS & RENOVATIONS -' PG•\ S43n Asphalt =- S ,ram LA PORTE INDEPENDENT SCHOOL DISTRICT Tly o ss �' .�' LA PORTE, TEXAS FL=2.26 o \ SAN MH PER RECORD DRAWIiIGS DIMENSION & SITE \ `\` TOP=10.4t \ FL=5.60t \ �\ \ `• \ \��, PAVING PLAN NOTES. 1. MAXIMUM 2% SLOPE IN ANY DIRECTION IN AN ACCESSIBLE PARKING AREA. FILE NO. F- \WORK\98-Ott-07\DRAWING:'\ENGINFr r if4G\ i1.1.PV,'G 2. MAXIMUM 5% SLOPE IN ANY DIRECTION DATE. JJB NO ' OF TRAVEL ALONG A DESIGNATED 5/1 /00 8 O`' `: - 07 ACCESSIBLE ROUTE DRAWN BY ISHFF711'w JLR RE: ARCHITECTURAL AND M.E.P. DWG CHECKED BY l yr h FOR ADDITIONAL INFORMATION SCALE ,. '-- 1 30 • r - I \ WV `\\ WV9 `� ------ OHE WV J / 8 Sanitary Sewer ONE S T OP,'Y BRICK BUILDING BAYSHORE ELEMENTARY SCHOOL 'Posts `moo 10 76.0' 00 9..3' \\ to 2 VANS \ACCESSIBLE PARKING SPACES • �O m LEGEND - 0 P.P POWER POLE 0 T.P. TRANSFORMER POLE - 011 S/L STREET LIGHT- :" A L AREA LIGHT m D.G. DOWN GUY + F.H. FIRE HYDRANT . A W.V. WATER, VALVE -. O W.M. WATER METER- p M.H. MANHOLE _ T C/o CLEAN OUT Mp SWBT ENCLOSURE - _ C% PIPELINE MARKER. GENERAL NOTES 0 GM GAS METER of GAS VALVE 1. BEARINGS SHOWN BASED ON TEXAS STATE " - PLANE COORDINATE SYSTEM, SOUTH CENTRAL SIGN POST - ZONE (NAD 83). TC TOP OF CURB G GUTTER ' 2. NO PORTION OF TH JECT SITE IS - LOCATED WITHIN 100 YEAR SPECIAL FLOOD ACCORDING TO THE UTILITY LEGEND MOST RED EC 0 ICIAL INSURANCE RATE - MAP D 11-06-16-1996, COMMUNITY 3 P EL NO. 48201C, PANEL NO. 1085J, - - SANITARY SEWER _ 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 ( ENTEri) - OHE - OVERHEAD POWERUNES (H.L. & P.) O : G rn 1 R - AN I a _. �• ACCESSIBLE � t - s c 1 C I 0 5 P RKIN SPACES a) ES - A= _ I 6' _ 3 1119 S CE... � 9 8 s'si€ •i€ •: : € 5 '•: 1 � > m rn0' 1+ W D II t_18 3 - 20'25' 2 c N 6 CURB o VI c 115 4' � f F2 a) rn V N c� �'G�'"• �\ cnP,V1� Sian N 5 ,o' S' - 5R 4 .I c..........i8:€:c 44.5' 61 N �,1 0 iiii sS:': A m _ n 25' 56 Sian _ 25 rSian - - v -- jU - •� .. --..- p 18" RCP r' _IL- _;.-�TrlafficSign - P- _.1 - `' Tra fiC y y\" o Traffic Exist. 2" Water Line' F I n 15 Exist. 0" Water. Line M- - - - - - - - Sign - - - Sign- - `o. o - 15' R - - - - - 2 0' R - Exist. 8" San. Snm.��- m - P, --'6c:::�Exlst. 6" San. Swr. FAIRFIELD AVENUE - - - - - - m \ / TOP=10.4t S.AhI MH (PER RECORD-DRAWINGS)(50RAW) rn o zl C0 FL--1.70t O I (J) I. (? PAVING THICKNESS LEGEND o s i v m I= � PROPOSED 7 -THICK CONCRETE PAVEMENT alp o NOTES: PROPOSED 3" THICK o 1. ALL DIMENSIONS ARE FROM FACE ® ASPHALTIC CONCRETE OF CURB TO FACE OF CURB. jy PROPOSED 6" THICK 0 2. CONSTRUCTION JOINTS ARE REQUIRED CONCRETE PAVEMENT Q ON EACH SIDE OF ANY UTILITY o EASEMENT LOCATED UNDER CONCRETE. PROPOSED 6" z CONCRETE CURB ui i� FNA urn, Linsoisen-A&Aatdiff, In€•` CL" Rl, ts Civil Engineeis1. ,'iASmiveyors . Planners 00 Northwest Fwy, Sui:a �6A, Huafr, , Texas 77040 Phone: Ql!3) 462-0993 • F (71�; 46?-2732 Ownership of Documents UMENT AND THE IDEAS AND D�IOIGNS IN1:00ORATED S AN INSTRUMENT OF PROFES ifC^!AL SE tV .F IS PERTY OF COBOURN UNSEISEN AND' RATt UFr, , .'C. OT TO BE USED, IN WHOLE OR IN PART FOR F:: ' WITHOUT THE WRITTEN AUTHORIZATION OF COB(,',­:-,i AND RATCLIFF, INC.. 30 60 90 SCALE: V'- 30" Y OF 'LA PORTE PER CITY OF LA PORTE 7/10/00 I �I Q CITY COMMENTS 5/19/00 \` NO. DESCRIPTION DATE \.\ \ \\ ✓r'; \' -_ =C REVISIONS L \ \ :• \\` \ �. } •� C3 z (�: •Q�y G 11, y:% SOP ��� It y i. 5 .G T s • -ins Line t � 'y •••iiii••••PGj ,.! 1AMES C. PEYTON �i Ex. Starrn MH TF .1�') Yjo: 49813��^j77 \/=�P ONTRACTOR TO OBTAIN DRIVEWA�I --P--------- \ `z I Ex. 42 FL 4 n 'E OF F.E'4MITS F OM HARRIS COUNTY (TYP.) \ ��� 1�Fd�'Gf•tfp��x t. r \ � i\ Ex. 30" FL 6.85 tN) \ S%OWAL� o Exist. 6' C:hain Link Fence \ 541.5 - - >� - h- - L- - )E - 3 I Ex. 30" FL 6.62 W) BAYSHORE ELEMENTARY FL=6.52 _ P P _ P - \ Ex. 42"P.CPP a.R Traffic i x \ - ADDITIONS & RENOVATIONS -' PG•\ S43n Asphalt =- S ,ram LA PORTE INDEPENDENT SCHOOL DISTRICT Tly o ss �' .�' LA PORTE, TEXAS FL=2.26 o \ SAN MH PER RECORD DRAWIiIGS DIMENSION & SITE \ `\` TOP=10.4t \ FL=5.60t \ �\ \ `• \ \��, PAVING PLAN NOTES. 1. MAXIMUM 2% SLOPE IN ANY DIRECTION IN AN ACCESSIBLE PARKING AREA. FILE NO. F- \WORK\98-Ott-07\DRAWING:'\ENGINFr r if4G\ i1.1.PV,'G 2. MAXIMUM 5% SLOPE IN ANY DIRECTION DATE. JJB NO ' OF TRAVEL ALONG A DESIGNATED 5/1 /00 8 O`' `: - 07 ACCESSIBLE ROUTE DRAWN BY ISHFF711'w JLR RE: ARCHITECTURAL AND M.E.P. DWG CHECKED BY l yr h FOR ADDITIONAL INFORMATION SCALE ,. '-- 1 30 • r - O : G rn 1 R - AN I a _. �• ACCESSIBLE � t - s c 1 C I 0 5 P RKIN SPACES a) ES - A= _ I 6' _ 3 1119 S CE... � 9 8 s'si€ •i€ •: : € 5 '•: 1 � > m rn0' 1+ W D II t_18 3 - 20'25' 2 c N 6 CURB o VI c 115 4' � f F2 a) rn V N c� �'G�'"• �\ cnP,V1� Sian N 5 ,o' S' - 5R 4 .I c..........i8:€:c 44.5' 61 N �,1 0 iiii sS:': A m _ n 25' 56 Sian _ 25 rSian - - v -- jU - •� .. --..- p 18" RCP r' _IL- _;.-�TrlafficSign - P- _.1 - `' Tra fiC y y\" o Traffic Exist. 2" Water Line' F I n 15 Exist. 0" Water. Line M- - - - - - - - Sign - - - Sign- - `o. o - 15' R - - - - - 2 0' R - Exist. 8" San. Snm.��- m - P, --'6c:::�Exlst. 6" San. Swr. FAIRFIELD AVENUE - - - - - - m \ / TOP=10.4t S.AhI MH (PER RECORD-DRAWINGS)(50RAW) rn o zl C0 FL--1.70t O I (J) I. (? PAVING THICKNESS LEGEND o s i v m I= � PROPOSED 7 -THICK CONCRETE PAVEMENT alp o NOTES: PROPOSED 3" THICK o 1. ALL DIMENSIONS ARE FROM FACE ® ASPHALTIC CONCRETE OF CURB TO FACE OF CURB. jy PROPOSED 6" THICK 0 2. CONSTRUCTION JOINTS ARE REQUIRED CONCRETE PAVEMENT Q ON EACH SIDE OF ANY UTILITY o EASEMENT LOCATED UNDER CONCRETE. PROPOSED 6" z CONCRETE CURB ui i� FNA urn, Linsoisen-A&Aatdiff, In€•` CL" Rl, ts Civil Engineeis1. ,'iASmiveyors . Planners 00 Northwest Fwy, Sui:a �6A, Huafr, , Texas 77040 Phone: Ql!3) 462-0993 • F (71�; 46?-2732 Ownership of Documents UMENT AND THE IDEAS AND D�IOIGNS IN1:00ORATED S AN INSTRUMENT OF PROFES ifC^!AL SE tV .F IS PERTY OF COBOURN UNSEISEN AND' RATt UFr, , .'C. OT TO BE USED, IN WHOLE OR IN PART FOR F:: ' WITHOUT THE WRITTEN AUTHORIZATION OF COB(,',­:-,i AND RATCLIFF, INC.. 30 60 90 SCALE: V'- 30" Y OF 'LA PORTE PER CITY OF LA PORTE 7/10/00 I �I Q CITY COMMENTS 5/19/00 \` NO. DESCRIPTION DATE \.\ \ \\ ✓r'; \' -_ =C REVISIONS L \ \ :• \\` \ �. } •� C3 z (�: •Q�y G 11, y:% SOP ��� It y i. 5 .G T s • -ins Line t � 'y •••iiii••••PGj ,.! 1AMES C. PEYTON �i Ex. Starrn MH TF .1�') Yjo: 49813��^j77 \/=�P ONTRACTOR TO OBTAIN DRIVEWA�I --P--------- \ `z I Ex. 42 FL 4 n 'E OF F.E'4MITS F OM HARRIS COUNTY (TYP.) \ ��� 1�Fd�'Gf•tfp��x t. r \ � i\ Ex. 30" FL 6.85 tN) \ S%OWAL� o Exist. 6' C:hain Link Fence \ 541.5 - - >� - h- - L- - )E - 3 I Ex. 30" FL 6.62 W) BAYSHORE ELEMENTARY FL=6.52 _ P P _ P - \ Ex. 42"P.CPP a.R Traffic i x \ - ADDITIONS & RENOVATIONS -' PG•\ S43n Asphalt =- S ,ram LA PORTE INDEPENDENT SCHOOL DISTRICT Tly o ss �' .�' LA PORTE, TEXAS FL=2.26 o \ SAN MH PER RECORD DRAWIiIGS DIMENSION & SITE \ `\` TOP=10.4t \ FL=5.60t \ �\ \ `• \ \��, PAVING PLAN NOTES. 1. MAXIMUM 2% SLOPE IN ANY DIRECTION IN AN ACCESSIBLE PARKING AREA. FILE NO. F- \WORK\98-Ott-07\DRAWING:'\ENGINFr r if4G\ i1.1.PV,'G 2. MAXIMUM 5% SLOPE IN ANY DIRECTION DATE. JJB NO ' OF TRAVEL ALONG A DESIGNATED 5/1 /00 8 O`' `: - 07 ACCESSIBLE ROUTE DRAWN BY ISHFF711'w JLR RE: ARCHITECTURAL AND M.E.P. DWG CHECKED BY l yr h FOR ADDITIONAL INFORMATION SCALE ,. '-- 1 30 • r - i GALVESTDN d I I NOTES: 1. MAXIMUM 2% SLOPE IN ANY DIRECTION ALL ELEVATIONS SHOWN ARE BASED ON THE 111 ® BAY IN AN ACCESSIBLE PARKING AREA. MOST RECENT VERTICAL INFORMATION AVAILABLE Ij F== -_,---_-_- -, A TO THOMPSON SURVEYING COMPANY. SPECIFIC 2_ MAXIMUM 5% SLOPE IN ANY DIRECTION MONUMENTATION AND ADJUSTMENT ARE BASED IL B LEGEND OF PROPOSED FACILITIES LEGEND OF TRAVEL ALONG A DESIGNATED ON THE RECORDS AND INFORMATION CONTAINED s r ACCESSIBLE ROUTE. IN OUR AVAILABLE RESOURCES. 1 j: rtcaec E. DIRECTION OF SLOPE CJ P.P. POWER POLE CLR 1. HAIXBERR B B `-� 64.65 PROP. ELEVATIONS 3. RE: ARCHITECTURAL AND M.E.P. ON SITE BENCH MARK IS A CHISELLED SQUARE IN 4M ¢' • T.P. TRANSFORMER. POLE Cobourn L'nselsen 4"', RatclifF Inc: ..:.. ' x SITE LOCATION ��� PROP. WATER LINE Oa S/L STREET LIGHT DWGS. FOR ADDITIONAL INFORMATION. THE SOUTHEAST CORNER OF CONCRETE PAD AROUND f PROP. GRATE & STM. LINE AA AREA LIGHT A SAIMESE FIRE HYDRANT NEAR THE NORTHWEST kchlteds I Civil Engineers • ;O:*yors . P[anners -----� PROP. SANITARY SEWER D.G. DOWN GUY 4. REFER TO DETAIL SHEET FOR CORNER OF GYMNASIUM. ELEV. = 11.30 13100 Northwest Soita SGkhotiska Taus 77040 SHOREACRES ADDITIONAL NOTES AND INFORMATION.' ' y ^ 1;- o FG FINISHED GRADE ELEVATION F.H. FIRE HYDRANT Phone: 713 462-0993 ■ Fia 713 4S2.2732 vuaBsr / a°o ,,Brs OFF SITE REFERENCE IS FEMA RM 970 (NGS BENCH ( ) ( rmtBsr „ + SEuaA se FF FINISHED FLOOR ELEVATION r W.V. WATER VALVE - - BHpp[ACBBB „ m s�BEAe EB 5. CONTRACTOR SHALL VERIFY ALL FLOWLINE MARK A 1189 1964) AT NORTHEAST CORNER OF //������ FL FLOWLINE ELEVATION o W.M. WATER METER - Ownersht d DO(umentS' _ „ - _ ELEVATIONS 48 HOURS PRIOR TO COMMENCING INTERSECTION OF RED BLUFF ROAD AND FAIRMONT P n M.H. MANHOLE THIS DOCUMENT AND THE IDEAS AND DE,.GNS INCO Rh ,ORATED 1- s BS �Bvunr Ba"raoo �o � G GUTTER ELEVATION ANY CONSTRUCTION. IF A DISCREPANCY PARKWAY. ELEV.=25.38 •G TOP OF GRATE ELEVATION f C/O CLEAN OUT IS DISCOVERED, THE CONTRACTOR SHALL (FEMA ELEVATION - 1973 ADJUST.) HEREIN, AS AN INSTRUMENT OF PROFESSION .L SEFiVIGi. IS VA r M SWeT ENCLOSURE THE PROPERTY OF COBOURN LINSEISEN AND RATCLI'"F, 1 ` L TC TOP OF CURB pFVA• 1ON CONTACT THE ENGINEER IMMEDIATELY FOR AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR AN' . �r■.cTT(1JB .� - .� s,+ta natwBg _ B�vPLRT -,. t- -- � TP TOP OF PAVEMENT ELEVATION t�P PIPELIWE MARKER I UC S• PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF COBOUi, TW TOP OF WALK ELEVATION 0 GM GAS METER LINSEISEN AND RATCLIFF, INC.. O GAS VALVE 6_ UNLESS OTHERWISE NOTED, �- BASIN TS TOP OF SLAB ELEVATION SIGN POST OWNER TO OBTAIN ALL PERMITS REQUIRED BY III MATCH OR TO STARTING VICINITY MAP MA o�asr PA1 MENT ELEVNE AATI�ON Tc TOP CURB CONSTRUCTIO 0 UTILITY AHARRIS COUNTY, TEXAS, IND/OR CULVERTS KEY MAP NO. 580 Q MEC MATCH EXIST. CURB ELEVATION WITHIN HARRIS COUNTY ROAD RIGHTS OF WAY. \ MEW MATCH EXIST. WALK ELEVATION J UTILITY LEGEND \ TW TOP OF WALK ELEVATION - - - - - SANITARY SEWER \\ MEP* MATCH EXIST. PAVEMENT ELEVATION _ . - - - STORM SEWER \ WITH BOTTOM OF 6' CONCRETE CURB. / WATER TOR TOP OF RIM ELEVATION GAS (ENTER } °HE - OVERHEAD POwERUNEs (H.L. s P.) PUBLIC UTILITY INFORMATION SHOWN HEREON IS BASED ON 1)LI 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" Exist. Water Line ` SOME UTILITY EXISTS WHICH, FOR WHATEVER REASON, \ tti0 \ '� - - - IS NOT REFLECTED HEREON. TO INSURE THAT THE L g` FL=7.76 FL=8.57 ;l / 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 - St' OF -WAY VERY EARLY IN THE PROJECT AND CONFIRM THAT i ^0 ya t o ALL GRAVITY UTILITY LINES AS DESIGNED WILL WORK. ANY Q WV g• - - \`\ 6, \g _ CONFLICTS THAT MAY BE ENCOUNTERED ARE TO BE REPORTED _ - - - - - - M Wv 9 TO THE ENGINEER FOR ASSISTANCE IN RESOLVING. IT IS ONE '� _ O \1 2 �b SAN M l� IMPORTANT THAT TEST TRENCHES BE PERFORMED WELL \ %''- \ R• :TOP=10. \\g' BEFORE THE PLUMBING CONTRACTOR CONTEMPLATES CON - WV . \, t . x.,.. / FL 73 O , STRUCTING THE UTILITY SO THAT MAXIMUM DESIGN FLEXIBILITY FL=8.9`\ FL=9.26 EXISTS IN SOLVING THE CONFLICT. FAILURE TO PERFORM SAN MH I ' �' ' Sanitary Sew' `. \ `` •` TEST TRENCHES AS REQUESTED WILL RESULT IN LOSS OF TOP=12.04 - �i WT/-�yo- - c= _ --� y' \18"RCP \\ ` CONTRACTOR RIGHTS TO CLAIM ANY EXTRAS FOR LOST FL=231 ; g \ PP .. \ MATERIAL, LABOR, AND OR TIME ON THE PROJECT. LIKEWISE / \ n LI_3 \ \ \ ` :1 � J SHOULD THE CONTRACTOR START LAYING THE UTILITY FROM 1 ,J t THE HIGH END AND SUBSEQUENTLY DISCOVER A CONFLICT AT -7 /r� .1 5 1 c" a THE STREET AND HAS NOT PERFORMED THE REQUESTED TEST I / V - o % Y /'",`'.•- ¢;i- - \ " \\� ^.,}�'\ TRENCH, THEN IN THAT EVENT ALL EXTRA COSTS AND TIME TO _ ^^�� \'/ ' F,j? RESOLVE THE CONFLICT SHALL BE BORNE BY THE �rr\ "` ' ♦ CONTRACTOR. SAN MH /mac.' %: FIG 11.7 TIC 1250 FG.125 C . a tc q / \. % ' /.1 TP 1200 i o FIG 1111,? 7` \� '♦ : ' \ ^^ J, TOP=11.65'` TP 1.7 / W F, ",\ rj9 0� t '� �_.�\i0• ^^^�\ �S�hv .�\\,` i Lri I �• C'\,Y' 'k /'j \ .; C. F L \ ;y ° :c G5 w - Exist. 8 4Jater Line_ - - - - - - - 'C L=, 3 t �,8" J Sanitary C •S 3 ti G r \� i ♦ ewer > �?� h O a�'\ - - - - - - SAN H Wood �~ \ ��.. ��h°oqt 'IN ,5 SAN N. cry �y�, TOP=M0.79. 9 �Co / \ \ti••P' ^ TOP-10.70 ^. FL-4.10 \' Traffic Sign - 0 s� t r '' Sign L �o O. ^ ' ^ ^ C,:' \ y ha1t� FL=B tg` w O° TP 10.75, �1 �_ ��t-1.40 _� TP O.�S <s•. :m>" T ``.rr� • ' ,O FL=3.24 (� h Q 0 D j I T C / ,G Asp L�"%` MEC ,�J;.;\O`.^ C��' �' . ♦ r O?' V'J/'C,� '` BM �`\ 7Yr,� �J "��� `"• ^ `o ` .I� � .L OAKS "1 ^,8 I, SD R 1 W� F =T MEP 1 , �' < J % g/. t� o '1, 00 \ti:� DRIVE \.• \o O' 'S P INLET NLET ' 'o - s�:• _� T 7 t $ a' i \� \ f•t c _h Z' G 10.23 G- 10.46 is ' ✓ ♦ 9' -� - -r- =fir- - _ _ _ = _ _ _ - - - - - - -- =- - - --T8"�?P ¢, /Fits _/ ;SAW T,O�°=8.9.3MEC .• g /JNafh \;- ti j' !•' T ,;� p �- 8" Sani a Sewer --- C FL--,.56 CURB g MA MEP TC'll G .\ ' TC`:1205 • 11.50 :' _ - - - - ° -- - - MEP ^ ti i'/ Vaial,/O >�o -- -_- - -- - �C 0 / '. EXIST PVMT., TP tt. 'C+' a,- TP 11:55 ti• Tt 11.00 Vo, \`' ' % YQ ,1 - - \ g p d q G 1 �• d m I mo_ C e e e \ \ Q ° ' `° ^ 1 L t>. PROP: 8 CURB PROP.', CURB 3 SAW'f,REMOVE ' / It N. *\ 0- > �> o\ 0 e ce e ,ce e, `ee do-, O• Oc< G a, O \ �� r 909dVE EXIST. I do tt, t t• Y ^ CGRB 0 MATCH REMOVQ ,F30 T. INLE a _ J' J" l G ,, J T. ELEV. REPEAL 'WITH DOUB \ < REPLACE WITF�$�UB Fg'♦ ' MEP^�'S t \ \ I of \ \ 102.4' % ve _ f3 �t' ORA-M TYPE 10' MED MEP r \MEC \ �` TG 10. O O' ca ,O• �' ^. �, Ci ri•:•' - MEP , a E3l (TO BE FIELD Southwestern Bell O" ( e •' e U I Sign Fi.�� MEFl. T� T T O / \. rTele (thweste ^a0 C� eI I /- p--'79 /-� FI BY CONTRACTOR) Co. Esmt. Sign ^°• t7 n 'mod T''- /'� //'/ ; % /' % •\'\ ' f-• \ ,c- TQ :<. e �'', C, i red C0 ate'W' kW6y i /.% �O � T STOR 1- FlnSfl FIOtDI"I 789, Pg. 255 H.C.D.R. �/ ' ` c I tee e i� 1° g 0 / , ; .. \ /i. AS N CI SSARY TQ PRQVI „ GF 9DLEANOUTI• t< PIT[, // /'/ ..'/ r' i / /' Sign f,�'' `/ co g 0' o, I 1� C,. PO TlVE. 4:_1 � i', -f- EI e v=1 '?. 1 7 w x, e \Ib ec' 5 e• Y P j . MEW 57.5' n '>�' ° ° ( '\c tc b IPILET '�O TO^PROVIDE P TIVE % / g0 Brick / i �• LANDSCAPE INLET.. a a I g•' I L 4� V.% o DRAINAGE f• I m \ / /�i - Covere VII\�r1S11 1 eti �' e �- 10 TOP='I .s U +^ wan tp� (; u ti O till o r / `° W" DO :Way 12' FL 8.78 TYPE A' GRATE INLET Uocc1 M � 1 f e �`ye fee ee f3 0 °' I t Concrete Walk r • j •, k 30 tY HOPE \ lu ' , EFEVST 25' x 2 , r O, r, ® f"/ ,� .1 12 ,2 - 4. e' I e 5 I ` _ - ; ,t' I 0.6 : , . MATCH EXIST STORM O 0.757E ��LL h to ,`L �. _ Z SOufhw? (�tt c't�l � (� o @ IX \t�?. 94, j `. t oe 0? D. 5 "Ptc0r c Tele. CoSIEsmt3ell CIO 5^ o /,/ / N r 171.0' 15.2 GREA ' °' % ' p 200 TW 11. 3� d1. ll}l ! 2 q� I u 0 c K5Jdd564 t \ << e ^ \ 1 ee C. F. g ` O I Cove, ed SE TRAP- 74.2 ' ` • / T' TW 11. i , a ce f3 t ' ' n Z _ TOP=12.33 St i 11.80 TW 111 �` e 1 j Z^ 8(� If ( 1L c �5' Utility E\O _ \ Entrance U' �Eosemet s � s- _ e-PO�- og• - .11 q,. A z 1 cc 64� g•E DT TOS EXIST I I ee TrO ce o e I O qt " , Ce co TW 11.40 Southwestern Bell 0. f < e G C L �� ¢ \ DOWNSPOUT. \\ z e `c O O e e. se Tele, Co. Esmt. 6 O Ib °-� o TP 10.90 \ O• U d..3' a \.\ I o ce e 5 p eu .'L' 4og0 Q ♦O ^Ok E~ z ,-, TP 11.t0 ; j - ,\1 C3 ^ ' O L - - - ° 1 U k Covered ac tit c ct \• fa q. b .Qi,. C.F. N639472 \2 ^ I�.' z Z t Entrance i2 FL 8.58 1:41n 71.10 l \ j i• �� \"\ r_ Qr '• 3 1 \ �n�. c £3 i f oncrete \ .. 'fr,5 T'��11.9 cr`t Oro g' � ogee y'ts" '♦C��� -°- I "�\°' - 11 \ 5 .\:O L` :,�0e 6 e 4: e •° ' i� yfi I a Zs1.25 _ LOCATION TO MATCH PROP. SIDEWALK N ` \. \O� F�ROVIDF 2♦WIDE.F#1PENING ce'Scee 3� Fcea ka �C ° Masonry fir', , °' o W ONE STORY BRICK BUILDING 6s'� Y HOPE IN CURB' SEE,10 L) o ° Building G�' 0 �-.��.O` \ri. ra g. e o BA'1'SHORE EXISTING DOWNSPOUT \ 2.15 O 0.75X g r�<. e e o e 4c e o ELEMENT LocanoNs TYP rn AR`t' SC HOOL ( )• TP 165 \ 1, tE37 \ \ \Ce ,t°' `\1 o \ rn \\ try' 6 Covered .. GRAIrPT 1 e I O o " C d \ Aspl \ TP 11.20 FL 9.2 \ \ `�1 g,.� L3 ti \ �_ ;ce I 4 �+ 5 Entrance TO 10.73 \ Z`.c3 t< ��jg \F g cc3 c rii CA UO REFER TO MEP AND ARCHITECTS PLANS 12• FL 7.34 \ U \ h ` °' tJ ^i' o,' FOR ROOF DRAIN AND DOWN SPOUT Co • h e o a o e 10 i �, hWast -n Bell f3 cc o .••t INLET C ✓era_d - 10' our N a en M TOP=10.60 LOCATIONS AND FlAWUNES - \ w Tele. Co. �s � NLET FL=9-05 / �o Entrance r°' N . \ t Q. r } ■> Vol. , �� 2 oe' xee e TOLL . TRASH - n INLET rn ,� 8 \ c 9• s ce �c TGP=S.84 msh Floor- _ / - 5 N N 9 5 H.C.D P„ e <c= 0 1 .3' TGP=10.59 7o ieV=1?..3� 10.7' } 24,6' \, ^ \\ ' \O� { g1• FL=9.05 ca \ 174 60.2' r d 8.4'. U//, 0 7. 5' r� n t t e� 83'�120 HOPE 0 0.45% ' g . j /' ; TP 11.25 TC 11.9 \ t I `L nib . ' j 73.6' ro 61.8' D. 8.10 ty v S 0.06 12"RCP - 9 ° w 10,3'� 30.8' n ° :1' 1L TP ZBS TP 11.40 e ' S cce•' o� ; ' y.CF!-. _U - �L9Z ------ 1 - -- -- or - ----- -- --- \\-�- ----Q -- ----------- 0 ------ Fce' \pa 1. aln Link Fence --1 -- - s>--------- - �- - -- -� -- - -- - �.-------- CIT OF LA PORTE. ---- - -a , ) �.�- S,g,Jtlllt� Eas?ment 1.0'- _ _ ¢, <'\ 1 �' 5' CtdltV Easement '\ ; '� �Ci , �.. ' y \ � J I , O i 1 . U'. / i , . t� . MEW - - - "`^,: \' } / / 1 - 1C\Utilit E s ment C3 \ e ���''� ;'/ , ' ,;,T6!'',a all Via`, o t. „� CITY OF SHOREACRE v� erad l,o fir'-'t26w8y;/a .TP. �1: ,RS; ^�' ° -•"�) \ , �/ - �- °'6 - _._---�-I '- - i - - - - •�-- -;-- -\- -''- �t FL 09 O a EX TW 11.7 Oi TW 11. �• !A 1•� ,' TP 1. 0 MEW .5� Grease�_I 'c3 Oti 3 PROPOSED B.Ui 0 G EXP NS ON :Gf K"r TE INLET A p� �_.. Concrete ¢��/ I 4 • O. , E Traps a J 6- 'It O• i0 12' FL 7.76 4r . t MEPfc��� C dFIdA 11.20 ,:�° DSCAPE INLET / i g `" ^ O 1r�' s E0�7 2:ONC' 10.70 t\ _ 10.50 POST°i ` 24A 2N I . ,' r"y O STi C.` DRI, •. U ` ' ., `! G APPROVED EQUtV T TYP \1 t I TPA 11.20 r \ G' ty1�0 REMAIP�T <% p TP td ^\ �j ' TIC 10 �0 g• \. \, o S TC�cJ'0.50 A G�34 i3 I r 9 TC 11.90 a O., • o = f O' O TP /0. \ \ ` \ ?' ' oe' " m 12' FL Z93" '° FI d a I TP 11.40 ` ' ml ' A EXIST PVM T ELEV + • \ NOTE: CONTRACTOR TO PROTECT ALL EXISTINGmac' e: Q a \C'{\O. 11.8 i TP1dg15 TG'.10.00 M PROVIDE 2' WIDE OPENING �IN \CURQ (SEE DETAIL) TREES DU LNG CONSTRUCTION. \ '' s \ 6 t, t� n ee ♦ , , ie TYPE A GRATE INLET , /� \ ,' \ FG \, o £� 0 a . ro 0 25 LF 12 HOPE 12 ,.42OST. DITCH TO TYPE } cf °6 STO O 0s G 1211 u> FO O' ,Asphalt O O50% 18' FI •,5.92 q.. , \ \ \ 9 3� 'E' INAD OAT ELEV 7.50 • r �11 � � PROP. 5 THK. \ \ \ \ I f t - Cn ;' 0 ti FL 6.87 q 12' HOPB STORM \ p� t\ CONC SLOPE 6 \. I p FL 7.73 0 62' 10 DPE , PAVING \ 123c41ro / G .11.9 10.9 STOR 0.75X TP 10 49S c.. \ �� \ •) ATE INLET \` °' . 00 -0 TOR &00 Cc �t f1 M \ TG 875 \ TG 8.25 \ r J'1 G.O: FI• .� � - = TC 10.90 'S' \ o � �_ �, � G 8.50 � � \ � ti THROAT ELEV. 7.50 ` 1.1 TC�1.50 1070 TP 10.40 \ 2 "cFL S.1 `. 24+ FL 494 - -30' Building Line 24 FL 4.75,,% v / �.G • STORM O 0.50 1. TC 1 .2dd I 1.20 0, o, _ E3 Fix 11.9 ]e'�,2' HDPE ? TP 1 .70C' 1020_P O70 - - t� _El 5,93- { c°0°� 24 FL 4.52 - 4G' ---- ,-- 30+ FL 4.02 TW 17 BO .=oo? STORM TP 10.70 \ 891, 18 FL $.68 °'^ e \ ` i� /t \REMOVE DOS7 ` tea,; V •-,�• O•`•!'Q• o ^ JCrO 11.2 fG 11.2 FG 10.0 EXIST. CONC. SLOPE 4, \ \ -- _� / o`'\ C.P. 0 S.ET. ` , Ex. 172. FLL4 T F \ '' FG 10.7 °' f �OPITRA6TOR TOR OVE G1v. q _ - - 106 »24 f� I ' I (-1 I c - - - - - - 211 U -PROP 2 �2'-METER - v- o Trl flit Feist. ' O Exist. 8" San. SWr. R N +o 0 0 n 0 rn 3 _7 N U 0 0 I 00 / oo z J - 't'SO&"c , PVC,° ?t..N',. .'�'N '11 r' OP 1'' • 1 AWO RCP f%M_ICT nurr. STORM O 0. a� PRO . 8'»30 R.C.P. \ fit\ / Ex. 48 FL 4.0 S) 61.SOX ,s , Cr; ; ... ro .<, �% ° O 1 ' £ :� r 3' STORM 0 0.207E a ' STORM d 0.25X 5 3 Ex. 30" FL 6.85 N SAN.S'aW� A ° C, �e z' / ) (EXCAVATE AND REMOVE) N0 �P-TG10.75 12' 12 HOPE \_1. �24 HDPE E i_+ 6' Chain Link Fence \ Ex. 30" FL 6.62 W i6n rt ,O \Us Sign 11.20 `i°� 127 FL 7.29 \ 0�' �� STORM O 0.75X - - - - - ;`"- r\/ G<C- ti I 30• FL 4.00 N) ) TP 11.50 Sign T1f1Z0 o- .'TC i'• -- FL=6.52 ° - i�- i 3" RCP 1- - - - - - 1 -- ° 1• 7 .t FIL to o e \ �� Traffic Sign attic Fl 8.75 ,,1/ 8" RC^r,.�g0 1 0 1� FL=6.9 °' ra fir ram. L FI_ 8.00 ; ° \� 4 'Exist. 6" Water Line '\ PROP. SO' RCP �y ! PROP. 50'�19� RCP o� Est•.\ - \ Tro fic o6 i x �• CONIKAq R TO TAKE ALL NECESSARY �.;bRIVEWAg ARbP.S rt$� RCP \o `` � - - - - - -\� gip. �jj Ew$T;R -R�p c ° q o,. _p REMOVE EXIST CULVERT �� ;\ \ Sign /� .Asphalt �� ro �\ PRECAUTIONS, TO PROTECT EXISTINkF.H. X. m`\ • • F °1RFIELD EVEN MATH E>asr PVI� o ' °�-= EM L �' �\ F;' S t- n. �wr. T b I, d O• P MATCH EXIST. P11AAI AN MH -' EXIST. SAN MH (PER RECORD DRA4.: J GRATE INLET 08\. OL pr'' ;O' TOP- 0 rl" / TG-1G.75 R/�(� =9`8- \ \., rnl 1? l- EXIST. TOP=10.4t 12' Ft Z89 \ (` FL=2 26 1EXIST. F =1.70t _ J o >r ^� ,• 3�` \ \ 01' SAN MH PER RECOP.D DP.AWI(`IGS \ . \`\ NOTE: EXISTING 6' CHAIN LINK FENCE TO BE REMOVED CD TIVE o I NOTES: 1. REGRADE EXISTING DITCH TO PROVIDE POSISLOPE \ \ \ TOP=10.4t \ \ DURING CONSTRUCTION OF STORM SEWER AND E ROPOSED DRIVEWAY CULVERTS. \ \ FL=5.60t ` REPLACED AFTER CONSTRUCTION IS COMPLETE. \ \ °ice\ m I �l \ CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO\ \ ° I \ PROTECT EXISTING DOWN GUY AND RESTORE TO EXISTING m 2: CONSTRUCTION JOIt TS ARE REQUIRED ( U OR BETTER CONDITION WHEN CONSTRUCTION IS COMPLETE. ° Q3 ON EACH SIDE OF ANY UTILITY \, .cJ ram;, _ \ \ •\ hCP EASEMENT LOCATED UNDER CONCRETE. THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED TOF BAYSHORE ELEMENTARYHIS SCHOOL INCONFORMSITE PLAN ANDEPMENT NCE VATH THE ORDINANCES OF THE CITY OF LA RTE BAYSHORE ELEMENTARY SCHOOL BY: / l �OO 301 BAY OAKS DRIVE DIRECT PL hlJl_, DEPARTMENT LA PORTS, TEXAS 77571 a PER CITY OF LA PORTS 7/10/00 Q CITY COMMENTS 5/19/00 Q ADDENDUM # 3 5/15/00 Qi ADDENDUM # 2 5/11/00 NO. DESCRIPTION DATE REVISIONS & r. BAYSHORE ELEMENTARY ADDITIONS & RENOVATIONS LA PORTE INDEPENDENT SCHOOL DISTRICT U PORTE,TEXAS GRADING, -DRAINAGE AND UTILITY FLAN FILE NO. F: \WORK\98-011-07\DRAWINGS•\ENGINEF_'RING\ r2.1.DWG DATE JOB NO ,.' 5/1/00 98 f,l -07 DRAWN BY SHEET JLB CHECKED BY � LSF � C201 SCALE 1 :, 30 • i I N I A z _.� ��., z DILL `'b '� ;z p Ask U I w o + 1• rh NOD ..... ZO _ IiO� O'. +' 0 N 1p Op• QrA C' m4, ,. _ rr eq I C FBI I hnn191f� � 5g�t I C4A4c i N a } � t fi gi)CD k ( gp 3 i j CURVE TABLE a CURVE NO. RADIUS DELTA ANGLE ARC LENGTH CHORD i C-1 145.00' 6976'04" 175.30' N52*34'15"E —164.82' C-2 25. 00, 69°19'57" 30.25' N52*36'11 "E - 28, 44' C-3 25, 00' 69i9'57" 30.25' S58°0351 "E — 28. 44' C-4 146.00' 69*2434" 175.66' S58°06'09"E — 165.11' (50' R/W) ALL El"ADONS SHOWN ARE BASED ON THE MOST RECENT VERTICAL INFORMATION AVAILABLE TO THOMPSON SURVEYING COMPANY. SPECIFIC MONUMENTATION AND ADJUSTMENT ARE BASED ON THE RECORDS AND INFORMADON CONTAINED IN OUR AVAILABLE RESOURCES. ON SITE 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 SITE REFERENCE IS FEMA RM 970 (NOS BENCH MARK A t189 1964) AT NORTHEAST CORNER OF INTERSECTION OF RED 13LUFF ROAD AND FAIRMONT (FEW AELEVn 25 1973 ADJUST.) GENERAL NOTES 1. THIS IS NOT A SHOWN ARE FROM AA BOUNSURVEY Y SBEARINGS SURVEY PERFORMED 03/17/1998, JOB NO. 98-011-03, BEARINGS SHOWN BBASED ON TEXAS STATE PPLANE ONE (NOD COORDINATE SYSTEM, SOUTH CENTRAL 2. NO PORTION OF THE SUBJECT SITE IS 3. FUTURE REDEVELOPMENT OF SITE SUB- JECT TO CITY OF DEER PARK, TEXAS CURRENT REGULATIONS PERTAINING TO BUILDING LINES 4. FOR ADDITIONAL BUILDING RESTRICTIONS, SEE RESTRICTIVE COVENANTS. 5. THE PROPERTY IS SUiJECT TO AN UNLOCATED RIGHT-OF-WAY GRANTED TO GULF CITIES NATURAL GAS COMPANY FOR GAS PIPELINE VOVER AND ACROSS. THE CALLED &79 ACRE TRACT, RECORDED IN VOL 829, PAGE 500. H.C.O.R. NO VISIBLE EVIDENCE OF A GAS PIPELINE WAS NOTED. 5. UNDERGROUND UTILITY INFORMATION SHOWN WAS :OBTAINED FROM RECORD DRAWINGS OBTAINED FROM THE CITY OF DEER PARK, 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_ .)i SOUTHWESTERN BELL TELEPHONE COMPANY SWB)Anu ENTER OAS COMPANY. LEGEND p P.P. POWER POLE O T.P. TRANSFORMER POLE - OCT S/I. STREET LIGHT 00 AA AREA LIGHT O.G. DOWN GUY •t F.H. FIRE HYDRANT i W.V. WATER VALVE O W.M. WATER METER O M.H. MANHOLE t C/o CLEAN OUT m SWEIT ENCLOSURE g PIPELINE MARKER O GM GAS METER - fIi GAS VALVE - �' SIGN POST TC TOP OF CURB G GUTTER UTILITY LEGEND — — — — — — SANITARY SEWER — • — — — STORM SEWER WATER — GAS ( ENTEX) •0 O✓EEPo#AD POWERUNES (H.L G P.) R: Q�v y`c0'�it HUGH W. CLARKSON ° A 4113 C"9ili�'cFSS `p�py�Q' 1 18 17 16 15 "FNO. 3/8r / IRON ROD S!N "H / SET 5/8 @cT` ItI' R=41079,1 IRON RODDRIVE e {Sign 10 I 11 25 t 2`u� Ttl C. E Ball FF. K59p564 &q FND. 1/2' soutn.e.tem a �. c°' ` °7 IRON ROD . CF. CF. N6394 ]2 O > b° pr 4 s.�p p Q ' Ma' or a °� BulldIng q� p'ta v, - Ploy9ramd `iJ - Equgmrnt to to 1 qp qyb \ c gryl 17 Sd'`e \ 1 mttJ ��0 Z ION 34 \ �� � \ A 10a1 I I M.R. I \_ \� \ t / FIND. Y . eA _/ IRON PIPE ° PPP LLK Cobourn Linseisen & Ratcliff, Inc. QWD Elginemn . AKWteEts . SmWeym9 . Plaenem 13100 Northwest Freeway, Suite 500 TEN: 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 LA PORTE, HARRIS COUNTY, TEXAS BAYSHORE ELEMENTARY SCHOOL SCALE DATE : DRAWN BY: FB NO: APPROVED: DWG. NO. 1"=60' 04/06/00 VO/LPD 98-011-06 PERFORMED FOR LA PORTE INDEPENDENT SCHOOL DISTRICT