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HomeMy WebLinkAboutLPISD OPERATIONS CENTERE. . s I� 4 Y� 1 1 IE Ij OD z CD �r a z 0 J 4 U ui Z o ' o � Z a � a e o w a o ' O o O O Z tt a y U 1 t z 0 U Q w F'r Z (, C C uj (i] W U U ¢ p za a� o� o 0 w tc z Q a a r � C N A z ra-o� gLA O 6 3` 0 0 3 1.41 0 z FL 18" 1 = 16.97 FL 18" RCF = 16.84 "E" INLET TOP RIM= 18.21 FL THROAT W= 17.02 FL THROAT S= 17.11 INVERT= 12.31 FL 24" RCP E/W= 12.31 FL 8 LAY N= .4.' ISO V S "E" INLET TOP RIM= 18.14 0_ FL THROAT W= 16.97 INVERT= 12.79 GUT. N= 17.18 N x INLET 18.11 TH AT N- 16.65 ERT- 14.31 S- 17.60 15 RCP S- 14.31 WV o0 FH x [AMMIRTF ROLLING GATE CL SIDEWALK 200 NOIES: 1. ALL RADII ARE 2', UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL NOT CONSTRUCTION ANY PERMANENT STRUCTURES WITHIN THE HANDICAP PARKING SPACES AND/OR ACCESS AREAS. 3. THE ORIENTATION FOR THIS PROJECT IS THE NORTH R.O.W. LINE OF WEST MADDISON STREET. ALL PARKING LINES ARE PERPENDIULAR AND\OR PARALLEL TO SAID R.O.W. LINE. REFER TO DETAIL SHEET FOR ADDITIONAL NOTES AND INFO. og 14Doe- ASS 50l WoP� LE;LR COBOURNLINSEISEN & RA ARCHITECTS PLANNERS CIVIL` ENGINEERS S 5801 DIERKER DRIVE TEL: '4 HOUSTON, TEXAS 77041 OWNINIRSHIIIIIII0111 OF DO THIS DOCUMENT AND THE IDEAS AND DESIGNS INC01 HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SEM THE PROPERTY OF COBOURN LINSEISEN AND RATCUI AND IS NOT TO BE USED, IN WHOLE OR IN PART F PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF I LINSEISEN AND RATCUFF, INC.. REV. iTs PORATED CE. IS F, INC. R ANY BOURN DATE QED A/,C'. e ti�y�, b 101 m za �o�ss ���. PROJECT CENTEROPERATION PARKmmlk FACILITY C. I FILE NO. G: \WORK \D WG\LAP OR TE\OM P \LAP ORTC1. DWG DATE 10/10/97 JOB NO. 97-058-02 DRAWN BY C.L.D. & R.D. SHEET NO. CHECKED BY R.RADFORD SCALE 20' z 0 0 a w z o _ z 0 0 a o 0 a 0 = 0 0 z a o o METER EXISTING MAXIMUM 5% SLOPE IN \' \ \ / PROP. 12' RCP 6" CHAIN DIRECTION OF TRAVEL `es°'-- J 9 65 CULVERT EXTENSION LINK FENCE ALONG A DESIGNATED FL 15 I RCP �� FL RcP ACCESSIBLE ROUTE. \� = 17.9 ��'��' �°�� t?.�4 r �� NORTH E STREET all 11 GATE \ it o� GRAVEL EQ E '\ \�' °� NOTE: �� � oil ASPHALT II a •.. \ i 471 SAN. MHAS NECE TOP RIM= 19.60 1� MAXIMUM 2% SLOPE IN ANYDIRT DRIVE \ �i i " mii GATE OGMATCH SID EW GRAEXX B ELEVATION. i DIRECTION WITHIN ACCESSIBLE roll 11 TBM #1 -\ FL 15 CLAY E/W= 9.55 o Ix -1 I FL 15' RCP ° °j^ 0 I �°' o,°' p� FL 8" CLAY S= 13.43 o PARKING AREAS. gyp• 0 p, 11 00 i 1 ` PROP.-EANPICAP °�' ` - 17.86 FL t r BCP ti 0' PARKIN °SIGNS `b' I - t 50 -.44 PP &\ 0,0 - - - -o� --- _�----'�----------- -- ---'� -- �TW � 0 I. -------- .. Tu)r� LIGHT+ o dz GI�ARDRAIL -------- 4'-0' GALE O h ��' a.)..- of C0 o l 3 a o,• o,• ( 20.15 DPP.• , 2dA5a �' \ al. F- 1 6' CHAINUNK FENCE ( 20.05 8 SIDEWALK -. 19.95 ` o GRAVEL 19.45 TW 1 .55 ti o0 �b I AT ALLEY LINE I 19. 0 \°x a I ti `� �� I 6" CURB N 6' CHAIN \\ j TP 19.45 1fLL LINK EXIST. DITCH AS NEEDED TO NSTRUCT PROP. SIDEiKf►�.K do GRADE i I PROP. INLET O h o, a 1 ( T.G. 19.10 TP\ .50 \ . S,ro. \ \�e DRAIN.�F.L 16.40 (10") .Fi19.35 \ROP. 12" RCP yob rl`Llb oo h I TP 19.50 ROLLING tn� CULVERT EXTENSION ti I p 0 �C� �`b \ axe I tx 0c� 6" CURB GATE (TYP.) TP ASPHALT & CONCRETE SPOIL I TP 19.45 -J 0• 1 PROP. 18" I (b. I TP 19.40 I (CULVI RT BURY) I I -4I� I I I I I I 11 i I I I �• I I 1� o ti I w S I tk 0`L be 21 ��' �°�' \�'' m I a " .-. 1 o I a A �o' t I I- 1 a 1 " = 2 0' BM 1978 ADJ. ELEV. = 17.37 CITY OF,, LAPORTE BENCHMARK #70 1 1 /2BRASS DISK IN CONCRETE MARKED K-12-02. TBM #1 ELEV. = 19.59 TOP N. RIM SAN SR. M.H. ON SOUTH SIDE OF NORTH "E" STREET BETWEEN h 6TH & 7TH STREETS TBM #2 ELEV. = 20.05 TOP N. RIM SAN SR. M.H. ON SOUTH SIDE OF W.EST MADDISON STREET BETWEEN 6TH & 7TH STREETS I N O O I o I 0 �, �01 �` THIS AREA TO REMAIN j N I _j DETENTION SUMMARY i I U lob AS IS. I o PROPOSED ON PVMT. VOLUME = 4,530 CUBIC FEET I <Tp 19.65 TP 19.70 i I I o TP 19.55 I MAXIMUM RUNOFF (USING CITY OF HOUSTON 1996 CRITERIA) I i 2 1 I I 4• 1 Qp = 3.3 CUBIC FEET PER SECOND (COH 2YR. STORM) III I I I I ( a _ z I I ( w I Li� 1 1 30 1 z Lw 1 I I O i w Q I i I > I Y n_ 1 S w i I< m o f a U 1 1 A2 I 32 J I a w ww I \`' I o U j o o 0 w I I � + �� �� � I � W � � I �p �p �p W i 1p z w I I� zTP 19.50 TP 19.30 o ❑ �� i I W Zv 1 0 I I i.i.. L' U i ( Z- 2 PROP. INLET i I o f v cn z T.G. 19.10 i I i ASPHALT Y o = 10") 1 PAVEMENT i rn I a I I I V/ m U I I w � i I 0- j I a CO O 1 1 CP Nc0 \' I N1 Np °x px`L Iir ti 01 �� `p `o' \ \ r U �� I I z TT o i i a O UJI I I I ( i 1 1 J W i V LQ > I TP 19.65 " = TP 19.65 z j \° N I a 0 TP 19.50 \ z I a x I I I a I ;� j FL 127RCP=18.10 #E ,\cN -1-X I .\CSC ,\0x '\� 'F ¢ 1 11 \ Q I w I it FL 12"RCP=18.12 \0' T us I I 1 � I a� 1 I I I 1 I I %K I 0: I GAP 1 111 I v I `TRI j D CROSSWALK I 1 I 8' S1n A1v_ z 1 _cb0 ti N1b\ I TP 19.65 I �`� axe I \ 110, \�� \ I 19.55 \°x \ °' 19.65 I 1 TP 1 .45 [AND A 4 CURB ROLLING n I I I I i GATE (TYP.) TP 19.55 •- 1 I - h I I I L �C' __ _ T P BAN K Nc' ti \ - --- - - q 1 _ g \° ---HIGH BANK - - - \ i \ 00' WV --- <0 �' 0 PROP. INLET a PP _ \� T.G. 19.10 --------� ----------1�---- ---I__ - C DITCH ., \ \ ' \ ----- aiF-------------E_L_1� 12 FL DITCH p PROP. (18 TP 0.50 FL 18' RC C1• 1 RCP C LVER "v L 14.80 1tS pi \ HIGH BANK , I h '`�' (3° BU Y) ' Ncc P v \or-----------. = 16.97 h o �� o �p� �p`I� �p pro �� ,5 EDGE PAVEMENT p� \q• \1 \ \o,. �I1 A O� rt ASPHALT I �) "�O' MATCH EXIST. PVMT.��' ��. � ti PAVEMIENT w O -HIGH BANK °1 \°� TBM #2 �a i I o.� a`o o FL DITCH I \°sfro HIGH BANK \ FL 18" = 16.E 24 R 0 1 ° • ryo. i I I I I Z 1 24' RCP -1 \ ------------ FL 118"=16.86 II O� "E' INLET TOP RIM= 18.21 II FL THROAT W= 17.02 FL THROAT S- 17.11 INVERT- 12.31 FL 24" RCP E/W- 12.31 SAN. MH TOP RIM=. 20.00 FL 8" CLAY N= 14.2 WEST MADIS N STREET FND 5/8" IR TP 19.30 TW 19.30 I 000E, MINES, TW 19.30 1 yr u.uul r RE LANDSCAPE i I J,QA'P� j PROP. 18" a I RCP CULVERT (3' BURY) o �S. I I )�� �$ 6' CHAINUNK FENCE 1x� \ ti OE P W/LIT _------- N:u C CONCRETE PAVEMENT \o. ,\'tj _ TOP RIM= 18.11 FL THROAT N- 16.65 INVERT- 14.31 GUT. S- 17.60 FL 15" RCP S- 14.31 F.L 14.52 (15") 24" RCP 18 RCP IN' ti "E, INLET 61 PROP. 12" RCP CULVERT (3' BURY) ASPHALT PARKING ASPHALT PAVEMENT � �4) \�O T I - 18.14�� FL THROAT W= 16.97 \ U V \ INVERT= 12.79 O: ��� \�k�h i� FE�0) GUT. N= 17.18 �V R� V FL 16' RCP N= 13.34FL d p� ® 18" FL 24" RCP S= 12.9a N �co%\0 e FND 5 8" IR / FL 24" RCP W= 12.79 PUBLIC 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 AT THE STREET RIGHT-OF-WAYS 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. NOTE: 1. CONTRACTOR SHALL VERIFY ALL FLOWLINE ELEVATIONS 48 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION. IF A DISCREPANCY IS DISCOVERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY FOR IN- STRUCTIONS. 2. ALL STORM SEWER IN PAVED AREAS MUST BE BACKFILLED WITH CEMENT STABILIZED SAND. SEE GENERAL NOTES AND "BEDDING & BACKFILLING DETAIL FOR SEWERS." REFER TO DETAIL SHEET FOR ADDITIONAL NOTES AND INFO. COBOURN LINSEISEN & RATCLIFF ARCHITECTS PLANNERS CIVIL ENGINEERS SURVEYORS 5801 DIERKER ,DRIVE TEU 462-0993 HOUSTON, TEXAS 77041 46272732 OW E4IP OF THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF COBOURN LINSEISEN AND RATCUFF, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF COBOURN LINSEISEN AND RATCLIFF, INC.. NOTES: 1. CONTRACTOR SHALL LAYOUT PARKING/FENCING. FOLLOWING COMPLETION OF THIS LAYOUT, ARCHITECT/ OWNER WILL REVIEW TREES/VEGETATION IN AREAS OUTSIDE THE EDGE OF CONCRETE PAVEMENT AND ADVISE CONTRACTOR IF ANY TREES/VEGETATION SHALL REMAIN. COORDINATE ANY TREES/VEGETATION TO REMAIN WITH LANDSCAPE PLAN. 2. CONTRACTOR SHALL VERIFY ALL FLOWLINE ELEV- ATIONS 48 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION. IF A DESCREPENCY IS DISCOVERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY FOR INSTRUCTIONS. 3. REMOVE EXIST. FENCE AS NECESSARY TO INSTALL NEW 4'-0" GATE W/ NEW POST PER DETAIL CD-5 ON SHEET C.4 d IREV. PER CITY OF LA PORTE 10/7/97 REV. S/W do ADD NOTE 8/29/97 NO. I DESCRIPTION I DATE ce �t�•;ti „oy G e I g 7otf,7,..d'o- •011P PROJECT .• CENTER OPERATION FACILITY SHEET TITLE ORAINACM N FILE N0. PLA G: \WORK\DWG\LAPORTE\OMP\LAPORTC2.DWG DATE JOB NO. 08/21/97 97-058-02 DRAWN BY SHEET NO. C.L.D. & R.D. CHECKED BY R.RADFORD SCALE 1"=20' EXISTING i i I I z_ 3 i ,1 I I Z € LL a U Z � _ Q 0 o e Z s O Z 4 p O m C o O o O O Z 5 a a , u d LL 1./ J I 'y_WT/y GZ n O W Z G W Uo Q z H o� co U o Z I%i a r 0 Ncl)z �*1tnM J 1 i 00 N O I FL 18" 1 = 16.97 all FL 18" RCP = 16.84 I- _, - - — PP 24' RCP 24" RCP I-1 11 E" INLET TOP RIM= 18.21 FL THROAT W= 17.02 FL THROAT S= 17.11 INVERT= 12.31 FL 24' RCP E/W= 12.31 0 z z J NORTH E STREET OP RIH- "9.60 all ., F, i ! ,---6'-0" CHAINLINK FENCE O I rA . .....�. ... �. ..........A.. ..... .......... ............................................ .... .. - 2 r. I R liv<- ".v WEST MADISON STREET d El­..5*LTHICKSECTION AT EXIST. DRIVEWAY All d ' d ' d ..Q .4' BATE' •d • •• d ♦ .d , d, 24" RCP "E INLET TOP RIM= 18.14 0 FL THROAT W= 16.97 INVERT= 12.79 GUT. N= 17.18 `r N C INLET TOP RIM= 18.11 FL THROAT N= 16.65 INVERT= 14.31 GUT. S= 17.60 FL 15' RCP S= 14.31 16' RCP 0 WV 0 WV NidEe<Jeiut3Li. PROPOSED 5" ASPHALT PAVEMENT 2 0' lam PROPOSED 5" CONCRETE PAVEMENT — — — — — — PROPOSED EXPANSION JOINT PUBLIC 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 AT THE STREET RIGHT-OF-WAYS 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. REFER TO DETAIL SHEET FOR ADDITIONAL NOTES AND INFO. COBOURN LINSEISEN & RATCLIFF ARCHITECTS PLANNERS CIVIL ENGINEERS SURVEYORS 5801 DIERKER DRIVE TEL: 462-0993 HOUSTON, TEXAS 77041 462-2732 O F OF THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT 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 WRITTEN AUTHORIZATION OF COBOURN LINSEISEN AND RATCUFF, INC.. REV. PER CITY OF LA PORTE 10/7/97 1 REVISED SIDEWALK 8/29/97 NO. DESCRIPTION DATE REVISIONS MA ' r&_ G ®A'3 ....m................... F. H. RADFORtl, III 616 A VVV y PROJECT TITLE CENTEROPERATION FACCILITY LIB �D SHEET TITLE JOINT L FILE NO. G: \WORK\DWG\LAPORTE\OMP\LAPORTC3.DWG DATE JOB NO. 10/10/97 97-058-02 DRAWN BY SHEET NO. R.DOBSON CHECKED BY R.RADFORD SCALE 1 " = 20' F� ALL POSTS TO BE CAPPED WITH INDUSTRIAL TYPE GATE LATCH . WATER TIGHT MALLABLE IRON CAPS FF FINISHED FLOOR WITH CANE DROP BAR AND 6"x 6" CONC. CURB GENERAL NOTES SEE PLAN FOR LOCATIONS FL FLOWLINE PROVISION FOR PADLOCK ( ) Y RADIUS TC TOP OF CURB OPTIONAL CONSTRUCTION k Ratliff, Ina paw by Cobourn' LtsaeT�n i. Topographic information 2 7/8" O.D. GATE POST �2 7/8" O.D. GATE POST JOINT . 5 CONCRETE PAVEMENT E STRENGTH BARS TG TOP OF GRATE N0. 4 ®1a > C-C. COMPRESSIVE STRENGTH NO. 4 "L" BARS "c REBARS 300D PSI ® 28 DAYS 2, Contractor to obtain all permits TP TOP OF PAVEMENT 8"X8" ®18" COBOURN L TW TOP OF WALK t 29/32" O.D. CENTERS. SPA .'' s - J .. 3. Contractor to noft INSEISEN &RATCLIFF GATE FRAME 0 10" C-C FOR • a • . ARCHITECTS PLANNERS CIVIL ENGfNEERS SURVEYORS a_•;_ yr ._ __, ,. -y .T• lone Sty Excavation Safety Centel' (TN. i-81-800-8344). FG FINISHED GRADE STRETCHER RADII 10' & LESS a �' , . 'Texas Excavation Safety Systems (Teri. 1-800-344-8377} and 'Texas One-CaD" (Tat. 1-800-245-4545) 5801 ' DIERKER' DRIVE ? : . TEL: 462-0993 • EXIST. MANHOLE BAR REFER TO GEOTECHNICAL REPORT FOR 48 hours before starting work in rights of way or easements. HOUSTON, TEXAS 77041' 462-2732 i ® PROP. INLET BRAKE 2" O.D PAVEMENT STRENGTH REQUIREMENTS. 4 All work in City R.O.W. to conform to City of La Porte ® EXIST. INLET requirements, , "-■' DIRECTION OF SLOPE S. Locations of utilities have been shown booed on the beat THIS DOCUMENT AND THE IDEAS D DESIGNS INCORI°ORATED i° PROP. CLEANOUT �---+� SCARIFY, LIME STABILIZE (6%), AND COMPACT information available at the time these plans were prepared. HEREIN, U AN INSTRUMENT OF 6" MIN. ER SUBGRADE SOIL (6" MIN. THK.) TO the Owner, Architect, Engineer and the City of La Porte PROFESSIONAL SERVICE, IS assume no responsibility for the accuracy of or for the THE PROPERTY OF COBOURN LINSEISEN AND RATCLIFF, INC. 95% STD. PROCTOR DENSITY. AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY Inadvertent omission thereof. It shall be the Contractor's responsibility to verify the location and depth of all utilities and to contact all PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF 'COBOURN 96 public and/or private utilities serving the area to determine the UNSEISEN AND RATCUFF, INC.. NATURAL present extent of their facilities before beginning wok. GRADE Contractor to provide adequate protection of the facilities 2"W x 4"H RECT. 4 4 REFER TO SITE GEOTECHNICAL REPORT FOR STRIPPING, FILL, COMPACTION during the course of the work. 4" LETTERS = _ _ - _ _ = AND OTHER SUBGRADE AND PAVEMENT REQUIREMENTS. 6. Contractor shall provide sheeting, shoring and bracing as necessary to protect workmen and existin utilities duringall 3" LETTERS 1/2"H x 6" W STRIPES ( I I I n phases of construction. At all tines. Contractor shall adhere W/ 1 SPACE BETWEEN ■� to the requirements of OSHA for trenching and excavation. FBI i � GATE HINGE SHALL BE ALIGNED --`�-� shall be placed In non -composted layers not to exceed 8" In j HORIZONTALWITH TOP NFRAME OM OF �3" TO 5" 3" TO 5 CCNCRFTF PAVEMENT &CURB depth and each lever shall per composted to not lase than 95R 1of std. Proctor density as par Std. AASHO methods N.T.S. 7. When excavatingand 1 CV 18" CONC. PIER placing fill for the 5feebuilding pad, 18' CONC. PIER ALL GATE CORNERS SHALL Contractor shall extend all fill activities 5 feet post the actual s N BE WELDED AND COATED edge of the building, except in areas within 5 feet of the property Do WHIM _ WITH A ZINC BASE PAINT CD-9 line. I 8. All work to be completed to the satisfaction of the Owner and •3 a RA M 4'x8' PLYWOOD all governmental agencies having jurisdiction. All construction methods and operations must be done in such a manner as to _ 4 WIDE ENTRANCE GATE protect all adjacent building and site elements. Any existing 8" elements damaged during construction must be repaired of 7 raw Ii ate.�e �_ (N.T.S.) Contractor's sole expense. to EXPANSION 9. Contractor to refer to the plumbing drawings for actual location CD-5 MATERIAL of all utilities entering the building. 2 LETTERS SEALANT 4' yyALK 10. The work area shall be barricaded and Illuminated during I .. 4x4 TRTD. POSTS SET 6' WITH & CONCRETE I IN 12 0 x 18 DEEP PAVEMENT EQ. EQ CONC. FOOTING 1/4" TO 1/2" SLOPE/FT. darkness and periods of inactivity, when in an area of direct 1" 9" public access. Contractor to provide and install traffic control e:, s e . devices in conformance with Part IV of the Texas Manual on ............................:..:::::ce.:w::.r......::•..... .. . 1'-O• \r\ ..;;;;y;;y- :-.; _ a Uniform Traffic Control Devices (Texas MUTCD most recent 1 ::::::.............. ••"�•�••••\� � SELECT FILL edition as revised) during construction, A .. 11. Installation of site utilities shall be In accordance with the City of i Lo Porte requirements and specifications as currently amended j FIN. GRADE 1'-0• x i'-6' x 0.080 ALUMINUM 6x6x6/6 W.W.M. Where discrepancies between these plans and the Cit of f o HANDICAPPED PARKING SIGN. SIGN \\\CONTRACTOR TO COMPACT SUBGRADE La Porte requirements exist, Contrator shall contacttheTO READ RESERVED PARKING* W/ TO 95% STD. PROCTOR DENSITY Engineer for direction. IDENIFICATION SYMBOL. BOLT TO # STEEL TUBE W 3 8" CADMIUM SUBGRADE TO BE 3' w / / 12. Contractor to maintain a minimum of 8" clearance of crossing i Q 1 z r r r PLATED BOLTS, NUTS, & WASHERS. LIME STABILIZED AND e points between proposed and existing utilities. COMPACTED TO 95% STD. I ( PROCTOR DENSITY REFER ( 13. Contractor to maintain adequate drainage at all times during L J I TO TO CONC. PVMT. DETAIL construction. Any drainage ditch or structure disturbed during CD z VAN SPACE TO READ: ON THIS SHEET FOR SPECIFIC construction shall be restored to the satisfaction of the owning L-- J L L J J � L J J VAN PARKING CONCRETE WALK SPECIFICATIONS. RESERVED VAN PARKING authority. All construction stormwater runoff shall comply with the National Pollutant Discharge Elimination System (NPDES) w DETAIL requirements g o NOTES: z• x 2" x 0.188" STEEL TUBE. o 1. SIGN BACKGROUND COLOR TO BE DEVOE, HOT TANGO, 2VR2A. EXTEND INTO CONE. FILLED PIPE N.T.S. PARKING /WALK DETAIL 14. Flowline elevations are based an lengths between manhole, inlet TIGHT CAP. I Q o 2. LETTER COLORS TO BE DEVOE, DIPLOMAT, 2U35B. z'-o". PROVIDE WELDED WATER- or junction box s are centerlines. 3. HORIZONTAL STRIPES/RECTANGLE GRAPHICS TO BE DEVOE, 1 UM20A BASALT BLACK COFFEE. P & L y6118 (0 CD_ 1 O 1 Z N.T.S. Z CD- 1 3 15. Backfll all sewers under areas to be permanently paved to a ' 3 4. 4x4 COLOR TO BE 1 UM20A BASALT. I point 1' outside of curb to 1' below top of subgrode with cement a N stabilized sand (100 pal compresive strength at 48 hours). The PROJER F remaining 1' depth shall be backf fled with select materials placed in CT SIGN 6' layers and compacted to a minimum density of 95R of Proctor at optimum moisture as determined by ASTM Specs, D-698. No extra CD-1 (N.T.S.) PAINT PIPE BASE YELLOW payment, include In lump sum bids for sanitary sewer and -- o storm sewer. 16. Excavations for inlets, junction boxes or manholes in paved 3/4' REDWOOD PROPOSED areas, and within 5 feet of such inlets, junction boxes or 1/8" RADIUS (TYP.) T/4 EXP. JT. PAVEMENT monholse, to tr badcf t with cement stabilized sand (d t psi POUE BoLls AM ANCHORPOLE 7 1/8' RADIUS (TYP.) compressive strength at 48 hours) and thoroughly nodded to eliminate MANUFAonx3R ! . • ' " -• N voids. Sitework to conform to requirements of geotechnical report for GALVANIZE 'Tj-- n o a n n n this site. FMOM e aOtMAE7E 1/Y RADAts" aFuYAMr awes n, n o n n 0 17. Contractor to verify location and elevation of existing facilities SEE ., , 8" DIA. STD. STEEL PIPE I prior to construction of proposed facilities. Aye r�//.� .�/!�//�//. / /i./i �//�/ FILLED W/ CONC. PAVX0 w81tE I I 6"x6" N0. 6 W.W. MESH 3/4"�� �_-� n 18. Slope uniformly between elevations shown. Any changes to aAPPUCABLEn spTEs 2'-d SUBGRADE TO BE COMPACTED TO A V-6" DIA. CONC. BASE alignments or grades of proposed facilities must be approved F� GRADE RE1nA�rom a STANDARD PROCTOR DENSITY 95 ' by the Engineer prior to construction. lEs a hY q6 - 14" LONG BARS EACH WAY THROUGH PIPE "� 19. Unless otherwise noted, finished elevations at property line CONTRACTION JOINT EXPANSION JOINT shall be equal to existing elevations. SPACED EVERY 4' C-C SPACED EVERY 20' C-C NOTE: HANDICAPPED PARKING SIGN CONFORM 20. For those areas on the site that are not covered by paving U plans, Contractor shall hydromuich with Bermuda seed. Prior d II II WITH CURRENT STATE & LOCAL CODES �+ AND REGULATIONS. and are not specifically covered within the landscaping a 4•RIXlD to acceptance by the Owner, those areas are to have a good stand of grass. z CONCRETE SIDEWALK JOINT DETAILS 1 �� HANDICAPPED SIGN DETAIL 21. Refer to Landscape/M.E.P. drawings and project specifications 4 r az CAW a - >n vmncAL N.T.S. �+ Q for additional lnfortmation. aaansolnao CD-2 CD'-6 22. Contractor to provide an accurate Record drawing to owner upon W ¢ o Pat OXIDE 12'LCr N.T. S C- completion of sitework. E~ o p y g equipment and labor necessary f z for construction of altework. S V W O Z a © DUCTILE 23. Contractor to provide an Dewaterin IRON GRATE a 3t'-0• CANTILEVER GATE 7 - " CONCREi CONCRETE 24'-0" CLR 0 A) 7" THICKNESS OF CEMENT- STABILIZED SAND 4. O.D. ROLLERS ' W NO. 4 BARS PLACED BEFORE PIPE IS LAID. SHAPE SAND I { O a z ( a. N0.4 L BARS TO CONFORM TO BOTTOM OF PIPE. MAINTAIN CORNER POST 0 O (4 RED.) SIORY DRAB) NOTFS 5 --MAX. 12" CENTERS N A 0 a ! NO. 4 BARS AT W 4" MINIMUM THICKNESS OF SAND BELOW PIPE. Z 12" C-C MAX. y i, Materials and construction for storm drains and inlets to 41 6 C 6' Min. / 9" Max. B) CEMENT -STABILIZED SAND PLACED AFTER PIPE conform to City of La Porte requirements. DRAIN LINE IS LAID, TO BE THOROUGHLY RODDED AND __ BROUGHT TO SPRINGLINE OF PIPE. 2. Drain lines 12" diameter and smaller to be P.V.C. per LIGHT POLE BASE DETAIL to� s' C) INITIAL BACKFILL WHEN UNDER OR WITHIN V OF CA O.D. 4' O.D. gasket D 3nts. Storm s, with a 116" compression type r shall be (N.T.S.) PROPOSED PAVING OR SIDEWALK, TO BE CEMENT- FRAME GATE gasket joints Storm sewer pipe 15" and greater shall be 14 NO. 4 BARS AT NO. 9 GA. rubber gasket reinforced concrete i e meeting, ASTM ( STABILIZED SANG, THOROUGHLY RODDED, BROUGHT TO POST 9 Q P 9' I NO.4 L BARS 12" C-C MAX. D 6" ABOVE PIPE. INITIAL BACKFlLL WHEN NOT UNDER PROPOSED BRACE BAND Specification C-78, Class ill, Type B" wail. C0-1 PAVING TO BE CEMENT STABILIZED SAND BROUGHT UP TO 1 5/8. O.D. BRACE y 3. Unless otherwise noted, inlets to be Cast -in -Place (See 6" ABOVE PIPE AND COMPACTED TO 95% STANDARD 4. O.D. inlet detail). r FRAMES AND GRATES PROCTOR DENSITY. 3\8' TENSION BRACE PIPE DIAMETER DIMENSIONS C X C VULCAN FNDRY. NO. 24" 30"X30" V-4882 1(r TO it 24 X24 V-5726 10' 12"XiY V-5713 MON BOX &INLET DETAIL C GATE ROD NTH AD RISTABLE POST 4. Bedding and backflliing to be in accordance with details. O) IF SECONDARY BACKFlLL IS UNDER OR WITHIN 1' OF PROPOSED FITTING PAVING OR WALKWAYS, BACKFlLL SHALL BE CEMENT -STABILIZED STRETCHER 97./ PER CITY OF LA PORTS 10/s \P� Quo SAND, THOROUGHLY RODDED AND BROUGHT UP TO i' FROM TOP BAR REV. / ]A; ore OF PAVING SUBGRADE. IF SECONDARY BACKFlLL IS NOT UNDER NO. DESCRIPTION DATE PROPOSED PAVING, BACKFlLL SHALL BE SELECT FILL MATERIAL PAVING NOTES: COMPACTED TO 95% STANDARD PROCTOR DENSITY. SECONDARY 1. Materials and construction for on -ate paving to conform to REVISIONS BACKFlLL TO BE PLACED NEXT DAY AFTER PIPE INSTALLATION. City of La Porte requirements. O O to after Ceotechnkai R for requirements relating to edge preppa�nn,, placement specifications 4E OF r ®0 �1 U A•', fill and treatment of subgrode. g1*..•"'»»..F��� NATURAL NATURAL �4Ee°°e°000p,s� GROUND *1• �f \,p VG.e i. FRAMES AND GRATES FOR INLETS TO BE HEAVY DUTY PER TABLE ABOVE BEDDING & B A CK FI LLI N G DETAIL GROUND :u � ` ..;.i I::. 3. Slope pavement uniformly between elevations sham. Any TkW !J (F Lj change to finished pavement ektvotione t0 maintain 050A VULCAN FOUNDRY (TEL 1-800-MANHOLE) OR EQUAL I change to . N. RA. 2. INLETS TO BE OF REINFORCED CONCRETE OR IF PRECAST, THE DESIGN TO ie' DIA. grin. FDFORp4. Expansion Joints to termimte perpendicular to averment 61 BE APPROVED BY THE ENGINEER, PRIOR TO INSTALLATION. FOR SEWERS CONC. PIER 5. Exxan io surface onto surrounded by expansion to joints t edges. !$a% 636 Ted°O ro 3. IN UNPAVED AREAS, OMIT APRON AND POUR WALLS TO TOP OF GRATE. ROLLING GATE averment ed CD-7 N.T.S p gas to be 900 sq. it. Maximum spacing of expansion F F CD � 3 joints to be 40 feet in any direction. M CD-1 (N.T.S.) 6. No joints within 3 feet of a Jo proposed inlet, Junction box or manhole.IAi•k,o-%�J O 7. All joints to be filled with a self -leveling polyurethane filer. V✓ 8. 10' MAX Refer to civil detail sheet for pavement and load transfer device details. PROJECT TITLE 0 NO. 9 GAUGE CHAIN LINK FENCE FABRIC 1 5/8" O.D. TOP RAIL ALL ARWND ............... ............................................................ O i" ..':1/4" .'.' V. N61. O ...... SEALANT•• SPECIAL NOTE: .... ...... ............ .... •.....Contractor must provide trench safety system conforming to or N0. 9 GA. TIE HARES """' N OR PIG RINGS. 18' D.C.. :. N.:'.'..:.:.:.........'.'.'.'.'::.'. :'.'. :'.': .'.'::.'. .'..'.'..'.'.'.':.'. :'. :'.'.'.'.'.'.'.'.'.'.','.' P Y Ys 9 ...... ..... / I \ exceeding the r .B- ALONG RAIL \ •' g requirements of O.SH.A Safety and Health 3" O.D. Regulations, Part 1926, Subpart P as published In the Federal rr CORNER POST .'.'.'.'. :'. .:'.'.S .' T.V-'.':.':::.'.'..'.'.'.' r e9 P 3 2 1/2" O.D. :.: """"' LOOSE FIT:.'.'::.'.'..'.'::.'.'::. r, r, I �,.\/ Register Vol. 54, No. 209. Dated October 31, 1989, and as STAKE TO BAR " ..... " " " " " " " " " " ' \ % required by State of Texas Statutes. LINE PosT ............................................................... SHEET TITLE BRACE BAND 1 5/8" O.D. CENTER RAIL ...................................'.'.. �' PRIVATEUTILITY NO C: ppg� 1 5/8" O.D. BRACE ALL AROUND0 SMOOTH BAR 0 4S• z• A5 1. Location of Entex facilities (to include Unit Gas Transmission, and/or '� ;O TENSION ROD TO HOOK Industrial Gas Supply Corporation where applicable) are shown In an INTO BRACE RAIL CUP " approximate location only. Contractor to contact the Utility OR BRACE BAND AS '_ 3/4" TA Y STRETCHER #.'.' Coordinating Committee at 223-4567 or 1-800-869-8344 a minimum SOLID UNIT FITTING 1/4" of 48 hours prior to construction to have utilities field located. 26 Ga. STEEL TUBE (DIPPED IN ASPHALT) O BAR NO. 9 GA. VINYL CLAD OR PLASTIC CAP •. 1 2" DIA HOLE ' Contractor to determine the exact location before commencing work 3\8' TENSION BRACE / and agree to be full responsible for an TIE WIRES, 15" O.C., g y soil damages caused b his ROD WITH AD T Y 9 Y JUS ABLE 4....... ... O NATURAL FITTNG 6 PER POST failure to exactly locate and preserve these underground facilities. GROUNDMGM 18' " l i Contractor to maintain 1' (min.) clearance from Entex facilities. Contractor will be responsible for I reap on charges to relocate on Ent - i/ I N f v r9 Y ex FILE NO. 1 I facilities. - _ \_ - _ - -{ - G: WORK DWG LAPORT P 3 No. 9 GA. SPRING TEN 1W E\OM. \LAPORTC4.DWG N 12' DIA. G C00., ro TENSION RE SHALL BE FASTENED 1" . � • I v N BOARD EXPANSION JOINT FILLER I \ 2. Contractor must comply with State of Texas Low, Art. 1436c, DATE JOB N0. G '� ••� CONC. PIER TENSION WIRE '� ' j TO EVERY LINE POST WITH VINYL CLAD "� ' .� j'',' (REDWOOD) /, i I prohlbiting any activity within six feet of an energized overhead 4 •' TIE WARE U power Part 1 and Federal Regulations, Title im Part clearance f08/21 /97 97-058-02'. • � � and Part 1926.550(a)(15), requiring a minimum clearance of 10 feet from all overhead power line facilities. Contractor to be DRAWN BY SHEET- N0. 3 OR PIG GRINGS WIRESAL TIE -O.C.. PAVING E CPANSION JOINT responsible for the safety of workers under these laws and the RAWN BY / 10" DIA CONC. PIER ALONG TENSION WIRE Ik�Ilitba as stated therein. STEEL TO MEET A.S.T.M. STD EXPANSION JOINT TO BE PLACED AT O FENCE CORNER AND LINE POST N.T.S SPECIFICATION FOR CONCRETE THE END OF EACH CURS RADIUS AND 3. The Telephone Company facilities are shown in approximate CHECKED- BY REINFORCING BARS. UNITS TO SPACED APPROXIMATELY 30' APART. locations only. Contractor to determine the exact locations before R.RADFORD z Aommencing work. Contractor agrees to be fully responsible for any CD-4 (N.T.S.) CD-8 BE SPACED AT 22" D.C.00 and all damages which might be occasioned by his failure to exactly SCALE locate and preserve these underground utilities AS SHOWN or ; G Q ttYY rr G U MM W z c Q - 0 o CD � a 0 o o e ci 0 o 0 � o ® o z 3 a U w a z 0 Q., -04 < Z z W H ¢_ o o W U W � z o n z z Cl Q H ¢o a E = ¢ - a q 0 oa N z I NORTH E STREET SAN. MH TOP RIM= 19.60 FL 15" CLAY E/W= 9.55 FL 8" CLAY S= 13.43 6'-0' CHAINUNK FENCE ----- '--------------------------------------------------------- .. .: e.... ..':' e.�, x .. .., ..d d .. I I i NI 1 I SLEEVE } I - r I I I I I c QI A FH -- OE- -or - P $-V --- - X tp FL 16' RCP 16.84 L 24" RCP 24" RCP "E" INLET TOP RIM= 18.21 FL THROAT W= 17.02 FL THROAT S= 17.11 INVERT= 12.31 FL 24" RCP E/W= 12.31 i 4 I 1 I I m SAN. MH TOP RIM= 20.00 FL 8" CLAY N= 14.2 X 4 #I - Z. 48.12 gpm JF4 - G 45.34 gpm 8' SIDEWALK FJ - G 48.1 gpm C� 1( 1 *1� 1 1 1 1 1 1 jl� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 X I EXISTING Y - - Y-Y- COBOURN LINSEISEN & 'RATCLIFF - ARCHITECTS PLANNERS CIVIL ENGINEERS SURVEYORS • -A'-0" GATE a 5801 DIERKER DRIVE TEL: 462-0993 ' HOUSTON, TEXAS 77041 462-2732 r ..:. O Ofa a.:♦.: THIS DOCUMENT AND THE IDEASAND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE. ISTHE PROPERTY OF BOURIN UNSEISEN e.:♦ RATCLIFF. INC. AND IS NOT TO BE USED, IN WHO OLE R INN 'PART FOR ANY EXISTING PROJECT WITHOUT THE WRITTEN' AUTHORIZATION OF COSOURN UNSEISEN AND RATCUFF, INC.. a .:. ROWNG GATE +.., -. N 6 - Cre em tle 1 " = 20' H romulch (typical) (typical) 23 - Wax myrtle IRRIGATION IS A ADD ALTERNATE BID ITEM IRRIGATION LEGEND o Turf head - Rainbird 1804 spray o Rotary head - Hunter PGP nozzle #6 + Electric valve - Rainbird PEB series In Controller - pedestal mounted with cabinet RC-760c - - - - - - Main line - 2" ElMeter and top by landscape/irrigation contractor DQ Gate valve - size to line OVacuum breaker - 2" Febco 765 ______ Sleeve - 4" ® Hose bib M-ML-1k11� TNEE 6UnNG NO PI ANT 1_IRT DWrE DRO DRDIMD UHDL WDD U U OiOL-�TRESTAM SCALE WATER & wao TAW TO ELIMINATE VOIDS PLANTING IS A BASE BID ITEM IRRIGATION IS A ADD ALTERNATE BID ITEM Total Scientific Name Common Name Minimum cc table Sizes Remarks HGT SPRD ROOT CAL 16 Lagerstroemia indica Crepemyrtie 6'-8' 3'-4' 15 gol M.T. 'tuscorora' 28 Myrica cerifera Wax myrtle 4'-5' 3'-4' 7 gal M.T. similar characteristics Hydromulch NOTES: 1. General Contractor shall layout the proposed parking and fencing. Following the layout completion the Architect/Owner shall review existing trees and vegetation outside of the paved areas and advise which vegetation shall remain. 2. All plant material shall be container grown (no machine dug or B&B). 3. Prior to the start of any landscape work, the landscape contractor shall become familiar with the requirements of the landscape specification sections in the construction manual. 4. Landscape contractor to verify locations of all utility lines on the project site prior to starting any landscape related work. 5. Landscape contractor shall test subsurface/subgrade drainage of all tree and shrub 1n and electrical Pits prior to actual planting/placement of trees or shrubs. Any drainage problems shall be immediately reported to Owner. connection n gross are with G.C. 6. Landscape contractor shall coordinate with G.C. to assure that all lawn areas I are graded to drain property. 7. All plant material shall be guaranteed for a period of one year after final acceptance Hose bib b the Owner U on final acce ton ce b the Owner the landscape contractor shall y 1' p y begin the required sixty days maintenance period for the project. 8. Irrigation layout is diagromatic. All work to be performed within property lines. C7 OE------0 PP W/LIGHT 2" Gate valve 2" Backflow F 24" RCP rti "E" INLET TOP RIM= 18.14 a• FL THROAT W= 16.97 INVERT= 12.79 GUT. N= 17.18 'r N X C INLET TOP RMA� 18.11 FL TH T N" 16.65 INVERT• 14.31 GUT. gg- 17.60 FL 15 RCP S- 14.31 18" RCP WV OC� FH X i 1 J ter. t'em clrr l0 10 9-1 NO. DESCRIPTION . DATE REVISIONS lot -, A.c., 1497 PROJECT TITLE MR PAJ:IKMMG A t iLA PORTE ISO SHEET TITLE LANCOM E PLAAMIYO FILE NO. G: \WORK\DWG\LAPORTE\OMP\LAPORTLI.DWG DATE JOB NO. 10/10/97 97-058-02 DRAWN BY SHEET NO. CHECKED BY SCALE - 1"=20' kim . . 57 _ s> t i FILE NO. F: \DWG DATE 07/30/ DRAWN DS t r= COBOURN LINSEISEN & RATCLIFF ARCHITECTS PLANNERS CIVIL ENGINEERS„ ; SURVEYORS-,` 5801 DIERKER DRIVE TT 462-0993 HOUSTON, TEXAS 77041 FAX: 462-2732 ....... THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN.. AS AN INSTRUMENT 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 WRITTEN AUTHORIZATION OF COBOURN LINSEISEN AND RATCLIFF, INC.. CITY COMMENTS 10/10/97 NO. DESCRIPTION DATE REVISIONS �,ow ors u�oo ' 'I G. o l) {i3 -goY F .10, �- PROJECT TITLE ®PER T' CENTER 1{iNC FMACCILITUNIff 9-A PCOGf34® ! SHEET TITLE SITE PLAIN \LAPOR TE\OM P\PKG= SI TE. D WG JOB NO. 97 97-058-00 BY ,SKEET: NO. BY JZ SCALE 4 11$ _ ,20'