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Home My WebLink AboutLA PORTE HIGH SCHOOL REVISED SITE PLAN5/8" I.R. FND. LU D Z ^ W3i Q O o* X UJ S2760043/TOPO.DWG INLET 2 RCP (SW)=94.52 RCP (NE)=94.47 31TY OF LAPORTE 'ATER LINE EASEMENT ..C.F. No. P331169 e. x SAN. SWR. MH TR 97.98 FL 4" PVC (NW)=93.38 FL 12" PVC (W)=91.68 FL 12" PVC (E)=91.68 _ 12� xe. � X 1 ox x 1 I N �l a i 1 I I ( i I I i l i l KEY MAP 580 C GRATE INLET TG 97.29 FL 24" RCP SW)=93.87 FL 24" RCP (NE)=93.84 30 0 is 30 60 SCALE: 1 "= 30' This is to certify that the City of Lo Porte, Texas has approved this site plan and development of the Concession/ Laundry Facility for La Porte High School in conformance with the laws of the State of Texas and the ordinances of the City of La Porte. /Nf- q1 B y. A��. 1�d� DirectorU_a Portd Planning Department B Y. La Porte City Engineer 1, Joel D. Walker, am registered under the laws of the State of Texas to practice the profession of surveying and hereby certify that the above site plan is true and correct, and that all bearings, distances, angles, curve rodiuses, and central angles are accurately shown on the plat. Joel D. Walker, R.P.L.S. Texas Registration No. 5189 WHEEL STOP • MANHOLE a POWER POLE *WM WATER METER WATER VALVE FIRE HYDRANT ® LIGHT STANDARD ® SWBT PEDESTAL ® GRATE INLET A'iev IRRIGATION CONTROL VALVE 9 TREE OGM GAS METER • BOLLARD -*- SIGN -4icv IRRIGATION CONTROL VALVE CONC. — CONCRETE OHE — OVER HEAD ELECTRIC TYP. — TYPICAL H.C.C.F. -- HARRIS COUNTY CLERK'S FILE SAN. SWR. -- SANITARY SEWER STM. SWR. — STORM SEWER R.O.W. — RIGHT---OF—WAY AC —AIR CONDITIONER I.R. — IRON ROD FND. — FOUND RCP - REINFORCED CONCRETE PIPE PVC — POLY VINYL CHLORIDE TBM — TEMPORARY BENCHMARK Q -- BASED ON CITY OF LAPORTE RECORDS SURVEYOR'S NOTES: 1. The bearings shown hereon are based on the north right---of—way line of Fairmont Parkway as recorded in Vol. 60, Pg. 112 of the Harris County Map Records. 2. According to F.I.R.M. Community —Panel No. 48201 CO945 J , effective November 6, 1996 the subject property lies within the unshaded area designated as zone "X" determined to be outside 500—year floodplain and shaded zone "X" determined to be areas of 500—year flood and areas of 100—year flood with average depths of less than 1—foot or with drainage area less than 1—square mile and areas protected by levees form 100—year flood. 3. The routing of all utilities shown hereon is located by on --site observation unless otherwise noted. PROJECT TBM'S: TBM--"A" RAILROAD SPIKE IN MOST NORTHEASTERN POWER POLE ON SOUTH SIDE OF "G STREET. ELEV.=100.00' (ASSUMED) BROOKS 8c SPARKS, INC. CONSULTING ENGINEERS OPOGRAPHIC SURVEY OF LAPORTE HIGH SCHOOL CONCESSION S4AUNDRY FAC I LI WEST BELT SURVEYING, INC. 15915 K4TY FREEWAY SUITE 450 PHONE (281) 599-8288 HOUSTON, TX. 77094 FAX: (281) 599-8289 NO. DATE REVISIONS 1 BY 1 9/21 1 REVISED NOTE 2 —(FEMA FLOOD NOTE) I DGG DRAWN BY: DGG CHECKED BY: RLS SCALE: 1"-30' APPROVED BY: JDW PROJECT NO. S2760043 DATE: SEPTEMBER 14, 1999 ■ CONSULTANTS: MECHANICAL, ELECTRICAL & PLUMBING R.H. GEORGE & ASSOCIATES, INC. 8700 Jameel, Suite 150 Houston, Texas 77040 713.690.6300 fax: 713.690.9030 STRUCTURAL CAGLEY, CONTI & JUMPER 3949 Braxton Houston, Texas 77063 713.780.3345 fox: 713.780.3712 CIVIL /..SURVEY BROOKS & SPARKS, INC. 15915 Katy Freeway, Suite 450 Houston, Texas 77094 281.578.9595 fax: 281.578.9686 OF FRANK E� BROOKS~� i•.�.......r.............uw=a•...� 49225 �aat �li� AL te- fV-94 PROJECT N0. 9910-01 DATE 9/22/99 DRAWN GG CHECKED GWNI REVISION DATE C1.1 TOPOGRAPHIC SURVEY SITE PLAN -150SCALE: 1/16"=1'-0" .iy I — 1=Al0l. LIVIl1 rvL-L- PROP. 1-1/2 )1 CALIPER LIVE OAK (2 TOTAL) PROP. 5 GALLON CREPE MYRTLE (3 TOTAL) RE: PAVING & WALK SCHEDULE FOR REINFORCING & THICKNESS- : �v TOOLED CONCRETE EDGE 1 /4" REMOVEABLE STRIP REDWOOD EXPANSION JOINT 4 x 12" LONG DOWELS 5" O.C. CAPPED W/ PLASTIC SLEEVES PREPARED SUBGRADE NOTE: EXPANSION JOINTS 0 20'-0" O.C. MAX & PARALLEL TO CURB & ALIGN W/PAVING EXPANSION JNTS. UNLESS NOTED OTHERWISE ON SITE PLAN. VERIFY W/ARCHITECT IN FIELD 1'-0" - GALVANIZED STEEL MINIMUM V-0" PAST C4R5 MOUNTING HARDWARE OR STOP IF POSSIBLE 2 SIGN MANUFACTURER REFER SITE PLAN (SE-O" MIN. FOR VANS-) 2 3/8' DIA. POST CAP Imo: SITE PLAN. PAINT TO MATCH POST RESERVE 1-1/2" SILK SCREEN PARKING UPPER CASE LETTERS- = FIELD, COPY & BORDER 8'-0" 5'-0" $,-0" CONCRETE PAVING ON .080 ALUM. SIGN MIN" MIN MINIMUM ;^ OR GALV STEEL SIGN � COLOR AS SELECTED PRECAST CONCRETE BUMPER BY ARCHITECT SEC IN EPDXY 3" WIDE x 1/8" THICK 1 1/2" RADIUS @ CORNERS ---`_ FE: 26/ IBI.� PAR1CNCx Sl 2- 4 X 12" LONG ANCHOR mPi ; _ n " RI=: 26/G12 ROD (� EA. BUMPER PROVIDE AS REQUIRED-6 -0-- j o-6 -a -1 DOWEL INTO PAVEMENT & `� AC ESS VAN SI S0 PLAN ` & BUMPER & SET IN SIMILAR TO ABOVE SIGN EPDXY GROUT 3 > PAINT RE:SPECIFICATIONS ® 2 3/8" DIAMETER STEEL o a• a Lo GALVANIZED POST - I ire CONCRETE PAD _ 44a d WALK OR PAVING WHERE IT OCCURRS - RE: PLANS _ d �. Cf] Q • • '�d ��' —III—III--III•—III—[ I I —•III --III- R ^ . ~ . • • ' A : 4" WIDE PAINT STRIPING AT • V-011 D.C. W1 NTEI NATIONAL •'' At SYMBOL OF ACCESSIBILITY, CONCRETE: 3000PSI MIN. ••• ,.• YELLOW PANT FOR ALL MARKING-6MIN. WEIGHT: AT 6'-0" LENGTH - 190 LBS. 1'-6 SQ. 9,OX-G14.d 1" = 1'-00 . WHEEL STOP 9lox-C1; .dwg ACCBSSIBLB PARKING SIGN ACCESSIBLE PARKING 9u8=F G' mf 9 CONC. E �J 2� 2� (ONE PER ACCESSIBLE PARKING SPACE) tAlbl. tiAI IINU CAGE \_ EXIST. SOFTBALL FIELD RE PAVING & WALK SCHED TOOLED JOINT 1/4 THE DEPTH FOR REINFORCING. OF CONCRETE (1/2" MIN.) a 11llll;ll[1111— Illl,,,ll,,llll,l PREPARED SUBGRADE NOTE: CONTROL JOINTS 0 5'-0'* O.C. MAX. UNLESS NOTED OTHERWISE ON SITE PLAN. VERIFY W/ARCHITECT IN FIELD PRIOR TO INSTALLATION PAVING & WALK :HEDULE FOR REINFORCING TOOLED CONCRETE CURB 1 1/2" RADIUS #3 STIRRUPS 0 1'--30 O.C. 2-#5 CONT., TOP & BOTTOM _wi a RE PAVING & WALK SCHEDULE PREPARED SUBGRADE RE PAVING & WALK SCHEDULE FOR REINFORCING BOX (N.I.C4 STREET R.O.W.) 3PHALT SLOPE''1 TOOLED ;fl RADIUS PAVING1 1' THICKNESS & REINFORCING 11=.��11 ..r.lfi�l SUBGRADE CONCRETE SLAB NEW SLOPED POLYMER CONCRETE TRENCH LINER W/ FRP SLATTED GRATE-- RE: SPECIFICATIONS SEALANT — SEALANT a D a ° 4 a d ° D d° n4 ° G 4 4 d SLAB MEMBRANE AS NECESSARY— SELECT FILL AS NECESSARY 4" RE: MAU NF. 4" 191TRENCH DRAIN 11/2°X=G,l'—O„ CONTRASTING COLOR WITH TOOLED EDGE COLOR ADDITIVE TO CONC. 4„ AS SELECTED BY ARCHITECT . A. •A ••4� t,.• .• CONCRETE PAVING #4X 10" BENT DOWELS RE: SITE PLAN 1 Q��O.C., W/ PLASTIC SLEEVES 3/4" EXPANSION RE: CONC. JOIFc,RB NBEYOND WALKc.J. i!= K•=-lii. f ".[1'"11�11-•- ll,"■' lid-iiL^�ii.�iiMIR 1�i —•zall u^yr TL •LL + ■ + I REINF. W/ • • • • INOT EXCEED PREPARED SUBGRADE TAPER1IN 12 SLOPE CURB r ■ SIDEWALK AS REQ. s LE RAMP . . •. ACCEo^o'l EDGE OF WALK/ STRUCTURE 13/C2.1 EXP. JT. RE: CONC. WALK * 5'-0" 3'-0" * 5'-0" MIN, FLARED SIDES SHALL NOT EXCEED 1 IN 10 SLOPE *BASED ON 6" CURB RAMP SHALL NOT EXCEED CONTRASTING COLOR WITH 1 IN 12 SLOPE COLOR ADDITIVE TO CONCRETE AS SELECTED BY ARCHITECT % ACCESSIBLE RAMP �1DXR-OJ'�t BUILDING LINE 3/4" JOINT FILLER W/ SEALANT CONCRETE SLAB R1d-PA5 CONT. 0 EACHVING & WALK DETAILS GE RE: STRUCTURAL RE: PAVING & WALK / & THD KNESSR REINFORCING L- PREPARED SUBGRADE il 4 DOWELS ® 2'-0" O.C., 16" LONG k IN. -CAPPED W/PLASTIC SLEEVE CONSULTANTS: MECHANICAL, ELECTRICAL. & PLUMBING R.H. GEORGE & ASSOCIATES, INC. 8700 Jameel, Suite 150 Houston, Texas 77040 713.690.6300 fax: 713.690.9030 STRUCTURAL CAGLEY, CONTI & JUMPER 3949 Braxton Houston, Texas 77063 713.780.3345 fox: 713.780.3712 ;>: CIVIL / SURVEY BROOKS & SPARKS 15915 Katy Freeway, Suite 450 Houston, Texas 77094 281.578.9595 fax: 281.578.9686 0 FRANK E. BROOKS .. ti..........................3...., 49225 090�.9FGr P��••' ti .:� Itta 1 '9/O roL�0' 97 U Low 0 0co -� 0 M Q u 0 0 cl, cf) 0 LjL U) vj c D moo .j a) C). L. So to � co0 U � 0 cd 0 CL cd .j :4v t ' 10 PROJECT NO. 9910-01 DATE 9/22/99 DRAWN J L._R CHECKED REVISION ► DATE C 1. 2 SITE PLAN & DETAILS 6 5 WALK EXPANSION NOTE: APPLICABLE Al DOOR CONDH NNS ONLY 910X-0O2 9,oX-�° ALK 1"91°1��an WALK EDGE 1,°, Cp WALK m BUILDING 91oX—006 \ JT. 1" = 1�-0" CURB SIDE ■f " ' " 1 i" = 1E_OE. P: 99 9910-01\dw 910C-Al2.dw JT.1" ^ 1'--on WALK CONTROL 2 3. . .... ....... . .... . 5/8" I.R. FND. W � Q N N (n O � o In X p O W z J W I- :#i4f X h0 0^ o \� gg9 .\OE' gPN g^X 9 WIRE 9 EXIST. TRANSFORMER POLE x EXISTING METER AND ELECTRICAL SERVICE EQUIPMENT gg. o x SEE NOTE 6 THIS SHEET GRASS x %I- fs e .gyp PN� E 0 \ PRESS D HOME PLATE \ \ BOX \ \\ 0 oy \ \ 92 \ 2�F \ \\ 0 \ \ 0 \ g^g 0 ooy • g^ \ SCOREB o \ \ 0 g0s x g^x g 9� \ 9'A0 • r \ 0 \0 n �o x0. °s :J e A CONCRETE PARKING -PROP. UNDERGROUND ELECTRICAL SERVICE PROP. AREA TG 97.50 _ ._ FL 95.25 f J ECO . �7- r I-t r c. 4' SANITARY _ tl f : :�) , .. 1_ i F.L=3'-4' B.F.F. -r • a-• T' 14 t i I[---1'.'C- _.tr.T....r r-F- r !ice i t t .: lid_ .!� `:t� 1_L_L.��_':�.i.I LULL. �..�_L_ t11._ � t GT-1 CO t - 2" •DOMESTIC ECO �.' WATER " ENTER__ - I -I ` \ 4 J ECO DOUBLE --- 3°•� DOUBLE U-1 ECO SAMPLE WELL 1 ( --+--SAMPL CITY 4' SANITARY PER CRY OF _ • _ER F.L=3 -1 B.F.f. \ HOU5TON STANDARDS I HOUSTON STANDARDS 4° SANITARY F.L=4'-0° B.F.F. DETAIL „A„ (FROM SHEET P2.1 BY R.H. GEORGE & ASSOCIATES, INC.) \ 0 BASEBALL FIELD 00 `0 Zn \ P" \ t^ \ g0 0 \ 0,^• e^' °h 0 x PROP. 37 LF 12" g^' STM. SWR. ® 0.31% \ PROP. AREA INLET \ TG 97.50 :T ° g^g° 0 FL 95.14 - ° h PROP. 80 LF 12" / -- x^m ° STM, SWR. 0 0.31 % X GRASS LEGEN oo' PROP. AREA INLET I TG 97.85 1[ 12" MATCH EXIST. ti IL 12" 95.85 gg. x g°y^ CONSTRUCT PROP. AREA INLET ON EX gg�1 ti ^6 12" RCP g°' x Fz PROP. 1" GAS LINE EXIST. GAS LINE 96 'o°' 49.10' GATE PROP. 22 LF 12" CONNECT PROP. GAS LINE STM. SWR. @ 0.31% TO EXISTING GAS LINE �cE co�JNK 3 PROP. AREA INLE 6 g g TG 97.85 • 06 E 12" 95.78 g°' SANDBOX a x EXIST. GAS LINE CONC. At FZ�N�P� W/AC tig ti0 J g° a. (n le x SHRUBS 0 / CONNECT PROP. 12" STM. SWR. TO EXIST. STM. SWR. MH Pf ° PROP. Ft 94.89 0 O INL / ' STM. SWR. MH / /' / 0C.O. CL \° TR 98.08 FL e g+ \ FL 15" RCP (SW =95.58 �' FL 24" RCP (NE}=94..47GRATE INLET \ \ ATER TG 97,12 \ LINT IN ' FL 24" RCP SW =94.52 \, RrP/' FL 24" RCP �NE�=94.47 \ �^/ CONNECT PROP. 12" STM. SWR. g' TO EXIST. STM. SWR. MH FF=98.85 PROP. IE95.36 E) PROP. 32 LF 12" ° \ ^^ STM. SWR. 0 0.31% _= WH REMOVE 9 LF 15" ' ^� g RCP STM. SWR. PROP. WATER METER A• MA (PLUG EXISTING) „ gb, \° + PO ` Owm WA ► WA ory° og ` SEE NOTE 3 THIS SHEET + FIR CJ \O RCP EPE M Ff \� PROP. GRATE INLET 0 SW \ TG 97.25 ® GR \° cp. \ E 95.46 •cv IRF \ ® TR y \ c)�\\ s PROP. 56 LF 12" oGM GA - STM. SWR. ® 0.31% BC goo°i CONIC. h �y, \ \\• 6" SAN. SWR. 'r SIC rl 94.75 '�icv IRF \ (SEE MEP PLANS) 1.50' T C.O. 94.75\ \ \ \ - CITY OF LAPORTE AC UNI UNITS \ \ 1 O H.C.C.F. No. P'y 31169NT PROP. _ PROP. 49 LF 12" WATER LINE PROP. 75 LF 6SDR 26E � � \ \ '. PVC SAN. SWR. ®1.00% STM. SWR. ® 0.31% PROP. AREA INLE \ 1-STORY METAL TG 97.65 N \ ego \ LIMITS OF �1WCUT BUILDING ON cork, IL 95.63 0 WCONCRETE PARK% \° (SEE NOT THIS SHEET) SEE DETAIL "A" \ \ \ BENCHMARK: FOR ADDL. SAN. °l sTR 9 98' MH TBM-"A"RAILROAD SPIKE IN MOST NORTHEASTERN SWR. INFORMATION g0hh gg• \ X \ \ Ft 4" PVC (NW)=93.38 POWER POLE ON SOUTH SIDE OF "G" x FL 12" PVC W)=91.68 STREET. CONC. \ \ ° \ FL 12" PVC (E)=91.68 ELEV.=100.00' (ASSUMED) 130.40' a RAMP gOg g0 C.Q. k 0 / g x°0 FL 94.00 g^� 12"� \ ° - - 12" xg^ x PVC PVC h` °ti y+ g$ og CONIC. WALK GATE gg6 g°� PROP. 50 LF 6" SDR 26 \\• \\ ter. PVC SAN. SWR. @ 1.00% g^�^ \ \ ^g SHRUBS 1-STORY CINDER \ \ x g� \ - gg� BLOCK BUILDING \° \ °j X 44G 1 x xggg ON CONIC. \ g^� CONNECT PROP. 4 SAN. SWR. ^g9 TO EXIST. SAN. SWR. MH \ 00 N o PER CITY OF LAPORTE REQUIRMENTS 34.94' PROP. IE 93.50 m• l ° l 1 l NOTES TO SHEET TRACK l I to 1. CONTRACTOR SHALL SAWCUT, BREAKOUT, EXPOSE 18" MIN. EXISTING STEEL REINFORCEMENT AND REMOVE EXISTING CONCRETE PAVEMENT AS NECESSARY TO INSTALL PROP 4" rrn SANITARY SEWER, 2" WATER LINE AND 12" STORM SEWER. AFTER LINES HAVE BEEN INSTALLED, TESTED, INSPECTED AND APPROVED, THE CONTRACTOR SHALL REPLACE CONCRETE PAVEMENT WITH EQUAL SECTION. IF EXISTING SECTION IS WITHOUT STEEL i I I REINFORCEMENT, CONTRACTOR SHALL CONTACT ENGINEER FOR CONCRETE REPLACEMENT REQUIREMENTS. 2. ALL BOLLARDS REMOVED DURING CONSTRUCTION SHALL BE REPLACED AS DIRECTED BY ARCHITECT IN FIELD. I I I I 3. CITY OF LA PORTE SHALL CONNECT PROP. 2" WATER LINE TO EXISTING 8" WATER LINE. LEGAL DESCRIPTION I I METER TAP, VALVE, BOX AND ALL APPURTENANCES SHALL BE PER CITY OF LA PORTE BLOCK 274 ( I REQUIREMENTS. EXACT METER LOCATION SHALL BE DETERMINED BY CITY OF LA PORTE PART OF MAP OF LB PORTS I I WATER DEPARTMENT IN FIELD. CONTRACTOR SHALL INSTALL 2" WATER LINE BEYOND METER. VOL 60 PG. 113 HCDR I I 4. A POSSIBLE CONFLICT EXISTS BETWEEN THE EXISTING 4" SANITARY SEWER LINE FROM THE ADDRESS ( ) FIELD HOUSE AND THE PROPOSED 6" SANITARY SEWER LINE FROM THE CONCESSION / PROP. 1-1 2 CALIPER LIVE OAK 2 TOTAL j ( LAUNDRY FACILITY. IF EXISTING 4" SANITARY SEWER IS ENCOUNTERED ON PROPOSED 6" SANITARY SEWER ROUTE, CONTRACTOR SHALL CONNECT EXISTING 4" LINE TO PROP. 6" 201 E. G STREET I I SANITARY LINE AND INSTALL A CLEANOUT. LA PORTE, TEXAS 77571 ® PROP. 5 GALLON CREPE MYRTLE (3 TOTAL) I I 5. SEE SIDEWALK TRENCH DRAIN FOR TYPICAL ROUTING OF DOWNSPOUTS THROUGH SIDEWALK. I I 6. CONTRACTOR SHALL ISOLATE THE STADIUM IRRIGATION WATER LINE FROM THE POTABLE WATER LINE LOCATED ALONG TEXAS STREET WHICH CURRENTLY SERVES THE STADIUM PER CITY OF LA PORTE REQUIREMENTS. CONTRACTOR SHALL FURNISH AND INSTALL WATER LINE, TAP, VALVE, BOX METER AND ALL APPURTENANCES NECESSARY TO ACCOMPLISH THIS WORK. 7. NO DUMPSTER LOCA11ON PROVIDED. PROPOSED FACILITY WILL UTILIZE TRASH BARRELS 0 WHICH WILL BE PICKED UP DAILY BY LA PORTE I.S.D. MAINTENANCE PERSONNEL AND DUMPED INTO EXISTING DUMPSTER ON SITE. 8.THE PROPOSED 4" SANITARY SEWER CONNECTION TO THE EXISTING MANHOLE MUST BE INSPECTED BY THE CITY OF LA PORTE PUBLIC WORKS DEPARTMENT. CONTRACTOR SHALL CONTACT CURTIS HERROD AT (281) 471-9650 TO COORDINATE AND SCHEDULE AN INSPECTION.