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Home My WebLink AboutLA PORTE ELEMENTARY & JR. HIGH SCHOOL SITE PLAN=11ft a z ❑ C 71 " Z z Lz o A _ o 3 z � C7 A am o a w 0 0 R 0 � C) Qa ❑ z F rss o �Z NApQ a zCn ' CAST :IRON (3/4MIN. EDGE THICKNESS) ' ' SIMILARTO McKINLEY_ T -I GLB D OR APPROVED EQUAL' TRENCH DRAIN dPAN- EDGE OF CURB BOLT GRATE TO FRAME ADA'ACC AC CEPTABLE BLE CONCRETE WALK - TYPICAL ' DEPTH OFT CH S TRENCH HALL r MATCH CURB - A CONCRETE WALK- In1 MAX RE: PLAN ._DIRECTION OF TRAVEL v 5"x b" PREFINISHED LINE OF CURB -- LINE OF CONC. WALK - E DOWNSPOUT- PROVIDE CUT-OUT IN G RATE TO H/C CURB RAMP -- ---- ._.._.-,_._.._.._ - ' '''LINE OF AN PY ` �..:.::'A_...._. FORM PAN —� RECEIVE BOOT ....................:....:_:,-:::..:�-.__...._�._. RE: 1/C1.6 FOR FENCE - -b ' 22/C15,- PREPARE p PREPARED FACE OF WALL STYLE - NOT E NO SUB -GRADE SUB -GRADE OR COLUMN GATE, GOOD SIDE OUT 0 o :, ...... .d ""' 10 -0 MECH. EQUIP. RE: 4 - "5 BARS W 03 TIES o 24" O.C. 6" Imll MAX. / II V MEP 4 FOOD SERVICE LINE OF BUILDING CAN WASH - RE: MEP 4 FOOD SERVICE TRENCH DRAIN I ,n'1 G08(D"291 DOWNSPOUT TRENCH G1.0-0111.281 CAN WASH AT J. HIGH �2 I/STRWA \ \ G� ❑ d ❑ i RE: 6/ FOR NEW TO 20'R EX ING WALK DETAIL _---------- �. _. EXI5TIjkki WALK PROVIDE TREE PRESERVATION TO.RI=MAIN AND TRIMMING AS INDICATED I LINE OF NEW CAC N SPECS. - TYP, ®® 25/CI.1 SOLID SOD _.--.-- - - 8-25-e IEW H/C CURB ?AMP - 14/C15 0 0 MATCH WIDTH OF EXISTING WALK 6'-0" VERIFY 717 FLAG POLE 4 SIGN TO REMAIN SOLID SOD EXISTING TO REMA S GENERA!_ NOTES: E CxENER>. SITE NOTES.. 1 ' II PROVIDE FI AN FILL DSO I L SOD.TO D 5 0 MIN. FROM ALL CONSTRUCTION AREAS UNLESS NOTED OTHERWISE, I. PROVIDE CONCRETE RE E WALKS AS INDICATED D ATED ON SITE PLAN. CONTROL JOINTS 00 O.C., MAX, AND EXPANSION 2.' ALL NEW CANOPIES SHALL BE S'-0" ABOVE CONCRETE WALK, UNLESS NOTED JOINTS 9 20'-0" OC., MAX, UNLESS NOTED OTHERWISE. OTHERWISE. RAISE ELEVATION AS NECESSARY AT BUILDING. REFER TO DETAILS ON SHEET CIS. VERIFY JOINT 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING SITE CONDITIONS, DIMENSIONS, UTILITIES; ETC- ANY DISCREPENCIES LAYOUT WITH ARCHITECT IN FIELD PRIOR TO FORMING. SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK 2• PROVIDE EXPANSION JOINTS AT THE PROPERTY LINE AT 4. RELOCATION OF ALL UTILITY POLES, LINES AND OTHER EXISTING SERVICES OF REQUIRED) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ALL 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 3, ALL EXISTING VEGETATION, SHRUBS, AND TREES TO REMAIN SHALL BE PROTECTED AS REQUIRED TO PREVENT DAMAGE THE ARCHITECT BEFORE PROCEEDING WITH THE WORK- FROM CONSTRUCTION ACTIVITIES. ANY DAMAGED 6. PROVIDE 4" WIDE WHITE PAINTED STRIPES (NOMINAL 18' IN LENGTH FOR PARKING STALLS AS INDICATED AND NOTED. LANDSCAPING SHALL BE REPLACED WITH LIKE PRODUCT -1 CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING EXISTING LOCATIONS OF ALL UTILITIES, CONTRACTOR SHALL ENDEAVOR NOT AND LIKE SIZE AT THE DIRECTION OF THE ARCHITECT.. TO DAMAGE AND TO PROTECT EXISTING UTILITIES, NOTIFY ARCHITECT OF UTILITIES DISCOVERED IN THE VICINITY OF THE WORK. 4. CONTRACTOR SHALL PROVIDE ANY TEMPORARY ROADS 8. REFER TO CIVIL DRAWINGS FOR ALL SITE GRADING AND SUBSURFACE DRAINAGE SYSTEM AND MODIFICATION OF EXISTING SYSTEM. OR CROSSINGS AS REQUIRED FOR EXECUTION OF THE 5. REFER TO PAVING SCHEDULE I/CL5 FOR THICKNESS OF ALL CONCRETE PAVING AND SIDEWALKS. CONTRAST• ALL TEMPORARY CONSTRUCTION SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT. 10. AT ALL FIRE LANE CURBS, PROVIDE FIRE LANE SIGNS SIMILAR TO H/C SIGNS ON 16/C1.5, EXCEPT LOCATE EVERY 50'-0" ALONG FIRE LANE CURBS - SIGN TO READ (IN WHITE PAINT) " FIRE LANE", "NO 5. EXISTING FACILITIES AND ITS AUXILIARY CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE DURING THE COURSE PARKING", "TOW AWAY ZONE" - COORDINATE LOCATIONS IN THE FIELD WITH ARCH, 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 CONSTRUCTICN, REFER TO SPECS, 8. 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 SITE AND NOTIFY ARCHITECT IF ANY CONFLICTS OCCUR PRIOR TO DRILLING. 10, MODIFY EXISTING 5WALES AND/OR CREATE NEW SWALE$ FROM TRENCH DRAINS AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS AND ALL WALKS. 11. CONTRACTOR SHALL ADJUST EXISTING MANHOLE5,14YDRANTS, VALVE AND METER BOXES, ETC. TO NEW FINISHED GRADES AND PAVING AS NECESSARY. CONSTRUCTION TO BE PER GOVERNING AUTHORITIES REQUIREMENTS. 12. ALL CONCRETE IMMEDIATELY OUTSIDE OF ALL EXTERIOR DOORS AND FOR A DISTANCE OF V-0" MIN SHALL NOT EXCEED A SLOPE OF 2% (1/4"A). ALL CCNCRETE WALKS OR PARKING AREAS ON "ACCESSIBLE" ROUTES SHALL NOT EXCEED A SLOPE OF 59. (5/81/Pt) WITH A CROSS -SLOPE OF 2% (1/4"/ti) MAX. a 13, ®, +•+•+•+•+.+ WOW + + + + + + + + + + + + + + + + + + + + ' NEW TREES RE: 30/C1.2 + + + + + S/CI5TYICAL OF 28 THIS DRAWING SHEET O O +++ ++ ++}+} + + 80-7 VERIFY +++ + + - SERVICE YARD ++++ 15'R �7 2/Cib + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a) + + + + + + + + + + + } + } + + + + + + + + + + + } + + + + + + + + } + + + + + + + + + + + + + + + _ + + + -- -� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N '15'R FACULTY PARKING SEE C12 AND SPECS. : c15 A FOR TRACK INFO. SP + 1. J) .N .. •.. N z _.._ L..T.-------' ..-- --- - 4'-0"xl0'-0" STL. CANOPY - TYP. .. . -""`��`-`"".� 3 i RE: FIXED IB - FILL BETWEEN POSTS WITH SEE: 22/CL6 FOR CANOPY 3" RE: PIPE AT 12" 4 24" ABOVE GRADE R� RE: I/C1.6 FOR FENCE I AND GATE ELEV. / DTL'S, FORS RVICE YARD PROVIDE SECURE SER-ACE:YARD. EQUIP. RE: MEP EGRESS ROUTE RE: 15 1.6 FOR SITE FENCE Ul ADDITION TO JUNIOR HIGH SCHOOL 7. TOP OF EXISTING BUILDING PAD =18.3' REMO ABLE GUARD POSTS (14) FIN. FLOOR ELEV. =18.8' .. RE: 20 GI5 �2�17 1 IIVt.1 ti i IVIIVH�ItJIVI ° ;,31 L) l ❑ LOCKER ROOMS - ° i OF NEW CONC. WALK 3C5OLI ❑ WITH EXISTING DOORS ❑ F12'-01 ❑ SOLID 50D SOLID SOD G% �°10'—V" VERIFY LINE OF NEW CANOPY —� RE: IS/CI,6 N� u m •®®•®■•M M.0 •. min-w-in min• • M.■ • • • • • • • • • • EXISTING WALK TO REMAIN EXISTING WALK TO REMAIN RELOCATE EXISTING BIKE RACKS AS DIRECTED BY ARCHITECT LINE OF NEW CANOPY RE: IS/G1.6 .---_._.__.--------- _.___.._ ------- _._.. __._.-..._ ........,... NEW CONCRETE CURB LINE u NEW _. _ CONCRETE CURB L_ INE PROVIDE TREE PRESERVATION 0 AND TRIMMING AS INDICATED L IN SPECS. - TYP. BROADWAY - HWY 146 BUSINESS ----------------------------------------------------- j JUNIOR HICK -I 9rtE CONSULTANTS: CIVIL KLOTZ ASSOCIATES, INC 1155 Dair y Ashfor d, Suite 705 H Y A 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 r PROJECT NO. 9616 DATE 7/7/97 DRAWN MMA/GLH CHECKED GLH REVISION DATE I 8-25-,31 i Q 0 0 z r+ AAd �d D uj i D o z ai d O o � O 0 g � o zh� o P, z 3 : � NA00 a ONO ~ zW i 1or.i-1G4�vN INSERT "A" , rr ,v TOP ST(�RIvl 1 F' ,EI .— 1 5 0 SEW'.M H., 8 � P. N V., Fi EL = 1 1 1 2' , 18 f~ � P., NE., 8 t� � L.r L '- I 1 .�J9' TC 17.25 � Fr El = 1 i C8' _,.F' , 8"c..l P , _wI, Et.[ I_ 1 t crTP 1�r?.75 1 .. �,. ...� E. i\ F >w C J11. 7 A. i-L.EL 75 F'LE L ' i D' TOP GRAI E vv` f rl lvl iNLrT E�..= y A 'y ' `.. FLEE �0' \�` \. EL..= I`> -SC \ �� TP �1EP APPF(;X' E01-'A. 8' WATER .viA!Iv AS PER C!T`r' (% MAP APPROX LOCA W T GAS LINE A`5 VAUP . PER EN I EX MAP -4 TOP SANSEW.-, M.H.,EL.= �. 17. 4' 0 >?' �7 8"C.P., E., FL EL - 09' El __' 8"C.F-' E., aJ c FL.EL. `1 C P.V." SE., C �� r D FL.EL.= 5.13' L P., W.; FLEL.= 8.05 BANDOP1CD', TOP �i0RM. SEW b1.H , EI 16.00' / 18`PCP SSW = E EL 1 1 65' TP FL.EL-. 1 1 15' INLET "E-1'° TC 116D.50TG=1-6:17 TP- FL.EL= 11.58' 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 N.P.'s ALONG EAST SIDE OF BROADWAY APPROX.30'SOUTH OF "D" ST. & APPROX. 117'NORTH OF "G"ST. (SEE DWG.) THROAT (7.TORM) EI_. � 14s 8 �- t K TOP STORM. • " SEW. M.H., �\ EL.= 14.88' 15 R.C.P., SE., s FL.EL.= 11.8 ' TP SEE INSERT "A" INLET "A-2„ + + TG=15.00 ® o. 30" FL=10.48 O ++ 280 +++ SCR <F 3�' ;� g +t+ - \ ®S ors +T + o ++ �� ) 10 FL.EL.- � l� + v �c _F STM. + ® 0.35% + h� , WATER + INLET D-1 /VALVE INLET "D-2" ++ TG=16.00 TG=17.00 + + + 15" FL=11.�9.. 12" FL=12.42 +++ 12" ;� ,° C"P .C.DPAIN +++ FL -L.= 14.96' +,. t+ J) Ta,; 18.00 ++ TC P = 5'DIA. T� 17.50 ++*+ \ GFArF ,NLEr i - 1+ +^-� - t+ ++ i '?+ + + + + + + + + + + + + + + + ++ + + + + + ++ ,yi++' + + + + + + + + +t + + t + + + + t + + +.+Tt++ + + + t + + .. +t b D V +Q + +..+T+ + + + + + + + + T++ + + + + + + + + + ++ + + + + ++TtT+ + + + + + + + + + + ++ + + + + +++ + + +\+ + + + +G\ LEL. s+ + +' + + - s a' J V Pj9j I l l r•.'Jt i EL= 15.78' } �1 UAY10f' L ;pall Jn �'. r z GRADING AND. IG SCALE: 1" = 30' CONISULTANTS: 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: 7.13.780.XXXX MECHANICAL, ELECTRICAL & PLUMP;NG j R.H. GEORGE & ASSOCIATES, INC. 8700 Jameel, Suite 150 Houston, Texas 77040 ! 713.690.63C0 fax: 713.690.9030 FOOD SERVICE FRANK CLEMENTS & ASSOCIATES 10850 Richmond, Suite 260 Houston, Texas 77042 713.784.3212 fax: 713.784.XXXX . kp.... F JUNIOR HIGH.J h J b o� m� f" o �sv S co Jc c a 6-4m r i m® con. BAY A I , 156o Ww�(rm Bxx n BLv D. JCL's'I"i? 150 FRmNDzwcoD, TEm4s 77546 2&.2S6.66o5 PROJECT NO. 9616 DATE DRAWN PJD CHECKED PJD REVISION ; DA"FF j, p It F1 F1 F1 6 F1 It, 4 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" ST. &. APPROX. I 17'NORTH OF "G"ST. (SEE D�b/G.) 7- 0 SCALE. -310' U LA LU ul, (If ) Ld z 0 CONSULTANTS: Iq-\/IL Z KLOTZ P%-)SOCIATES, INC 1155 Dairy Asnfird, suite 70 5, Houston, Texas 77079. 713-589-7257 fax: �TRUCTURAL 3AGLEY, CONTI & JUMPER 3949 Braxton louston, Texas 77063 1 713.780.3345 fax: 713.780.XXXi( . ECHANICAL, ELECTRICAL LwmeING 2-11. GEORGE & ASSOCIATES, INC. 1370ri Jameel, Suite 150 iouston, Texas 77040 713-690-6300 fax; 713.690.9030 -OOD SERVICE 'RANK CLEMENTS & ASSOCIAINS- 0850 Richmond, Suite 260 11 re iouston, Texas 77042 '13.1-9 4.32 1 " 1- fax: it L rAJF� .1 �g J U N -9, i 11 3Q. E. La CC 0 rn all it 0- co ed > cul-i i AVE= 0 Z- 0 M co qq ULU Cd u, ti 70 Cd OWM 156* Wwr BAY A-uA.'IftvD. surM150 PATFIZISWOOD, TEF-k-- 77546 2&.286.66o5 PROJECT NO. 9616 DATE DRAWN PJ D fg. CHECKED PJ D 5 REVISION DATE nj 971v Ar E=