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HomeMy WebLinkAboutFIRE STATION NO. 2 (2)LEGEND 6' CHAIN LINK FENCE 25' BUILDING H.C.C.F. NO. .71, X rei 7 00 CL23.02 CL22.96 CL22.67 CL22.55 CL22.70 CL22.87 CL23.15 SPENCER HWY. (CALLED 100' VADE) (CONCREM) SET 5/8" IR W/BASELINE CORP. CAP GUT21.62 GUT21.78 G GUT22.12 Ism ME NJ mwm�lwffin - 4 0% i sma FCJ Fr=J CWAINLINK 1 CREEN PCJ W CPV23.68 E-N-6 �iNAL FIN. FLOOR ELEV. 2e F_ T X_ M CW y RD ih El A A7' CPV23.76 CPV23.73 A/I TYP. I/A1.01 7777 -.0"d IS 0 0 HOSE K FuFeN. Y OLUNER, IN4ED BY CON C;7�10R I 293.511' =49__ N 89*57'22" W 00 0 0 0 11 - - 3 4 )2 CP /24.25 1017 \SET 5/8" IR W/BASELINE CORP. CAP 12 1063 T6� B�1061 BLD EXISTING BUILDING 2001 BLD FF=25.30 2000 BLD tl� 01 SITE PLAN %P scms VW -'r-0, SITE PLAN NOTESo 01 Position building parallel and perpendicular to North property line. 02 Paving dimensions are to back of curb typical, unless otherwise noted. 03 Ref. civil drawings and MEP site plan for site utilities. 04 Remove existing construction as indicated and as required for new work. 05 Stabilize and compact paving subgrades. Emon, V23.9� T TYPT T foci CPV24.191 t IN LALLN AREA EXISTING BUILDING FF=25.29 06 Protect existing trees and shubbery to remain. 07 Provide top soil and hydromulch seeding at lawn areas. 08 PEJ ref. detail 7/A1.01 09 PcJ ref. detail 8A/A1.01 CPV24.63 DANSBY & MILLER o AmImAs o ARCHITECTS WILLIAM K. MILLER ROMNEY E. DANSBY 31W TLL1 0 0 LO X) b OP 'WOO, M 1047 BLD CL23.31 '0 0) 0 GUT22.35 TBM #2 FND. 3/4" 1 P 1337.06' 8" PVC GUT24.37 - - - - - - - - - - - - - FL= 18.44 POWER POLE SIGN MANHOLE TBM EE WATER METER 0 CLEAN OUT [21 PULLBOX X SPOT ELEVATION VICINITY MAP LANTIWa KEYED NOTESe CONCRETE PAVING NOTES ,IeZA 0 LU Remove existing curb for new drive. 0 Ref. civil drawings. 01 Drives and Parking. Z Thickness 7 inches Z Remove existing paved tennis court. Reinforcing No. 4 Rebar spaced at 24 inches o.c. Ld Remove existing drain pipes below grade. 02 Sidewalks. each way . Support at 48 inches o.c. each way. C Thickness 1 4 inches Remove existing chainlink fence. Reinforcing No. 3 Reber spaced at 15 inches o.c. ea. way. Existing chainlink fence to remain. Support at 45 inches o.c. each way. PEJ ref. detail 7/A1.01 New 61 chainlink fence. PcJ ref. detail 8A/A1.01 Drain inlet. Ref. civil drawings. Expansion joints, 20 ft. o.c. approx. Ref. Detail 9/A1.01 Curb drain inlet. Ref. civil drawings. Control joints. 5 ft. o.c. approx. Ref. Detail 8/A1.01 OFF STREET PARKING REQUIREMENTS J_� Concrete pad for HVAC, condensor. Section 106-839. @ Modify existing downspout. Ref. detail Governmental and Public Utility Buildings Ld 1 Parking Space per 300 s.f. of Building Area Parking paint stripe. Number of Spaces Required, Z 0 8700 s.f.. - 29 Spaces @ 4 inch pvc pipe sleeve under paving. Number of Proposed Parking Spaces 29 Metal edge between lawn and planter. DEVELOPMENT ORDINANCE CRITERIA 9 Name of Development- Fire Station No. 2, City of La Porte co 9 Type of Developments Commercial *Address, 9710 Spencer Hwy. SIDEWALK *Description of Land- 1.240 Acres (54,000 s.f.) being out of a called 25.935 acre tract in the Wm. M. Jones Survey, A-482, Harris County Texas. SET DRILL HOLE WITH "X" CUT Owner / Developer- City of La Porte Fire Station No. 2 City of LaPorte, Texas SITE PLAN A/Z 2004 Drawn By NP_ A1.00 Checked By P_W5. Date 04-0-1-2004 Job # 325-1 1 of 20'-0' FLUSW 6 CONC, STOOP 1/2' it) 1/2'k ACCESSIBLE PARKING SIGN RE- DETAIL 14/Al.01 FOR RE' 400 ADDITIONAL INFORMATION 21-02 MIK TOOLED EDGE FINISW GRADE 31 TO END OF STEEL,TYP SCORING PATTERN N.T15. T NOTE- PAINT CURB RAMP TO CONTRAST br 4- U 4' WIDE TRAFFIC PAINT 4' CONIC W/ 03 G 10' OC FLMED SIDE R41P UNERE O=ft SCORING PATTERN cm WIT14 ADJACENT SURFACES. N.T.S. STf; STRIPE (ACCESS AISLE) —1/8' TOOLED RADIUS 50TW SIDES /—EA WAY SUPPORT ON C14AIRS 0 3rol OC EA WAY 4 ma 4. SEE DTL (5 FOR SCORED PATTEW $CORE As SWOWIN SIDEWALK CUR13 ON DTL 12/Al-2 5EYOND 13 FILL TOP Or- JT FLUSW W/ SEAL �N SCORED TYP.WWEELSTOP IRE: DETAIL 13/Al.0 W.C. RAMP RE: DTL. 3/Al.01 —FLAT STRIP BOND BREAKER 4 4 11 I IE1 I MI I I= REDWOOD JO'NT7 NEW OR EXISTING CONCRETE SIDELIALK IC. PAVIWz �PAVI14 1.4 4 MAX SLOPE 1:12 X FMDWOOD 4 COMPACTED SUBGRADE L=. I 1 1:12 PIMPERED EDGE _�j 11r= 11 I rL EXISTING OR NEW �PAVING \-DEEPRESS ACCESSIBLE PARKING SIGN NOTES I. PRIME ALL CONC SURFACES oll NOTE: OR AS REQUIRED OR AS REO'D MIN CURB TO ALIGN RE. DETAIL 14/AIDI FOR PRIOR TO INSTALLING SEALANT PROVIDE EXPANSION JOINT$ W/ RAMP SURFACE ADDITIONAL INFORMATION 2.JOINT FORM SWOWN W/ TOP * 20' OC AND CONTROL JTS SPECIFIED 90GRADE STRIP REMOVED * rpI UNLESS NOTED OTWERWISE —roil BLUE SQUARE W1 WWITE SYMBOL 71" SIDEWALK @ GRADE ro__� RAMP SECTION -SCALE.. (_mz_-� TYP. HANDICAP RAMP TYP. ACCESIBLE PARKING ��SEALANT JOINT DETAIL SCALE: 11/2'ml'-O' vmv-v 1,, SCALE: 1/8'ml'-O' FULL SCALE REPEAT TYP. NOTES TOOLED ED )rT. I/AI-2 1, � I I 1 4 Jill 11112, RADIUS toll, . 4 TOOLED EDGE-� I 00 FINISW GRADE CONT CONCRETE CURB VA" �-NAIL 4 . .. .4 4 3*,MA>C TO END Or STEEL 2- 04 CONT TOOLED EDGES MTL CLIP, LOOSE PIT TOOLED EDGE$ 4 SEALANT jp1 PAVING %D I I JEJ I JEE1 4SEALANT RE- DET. 5 PLASTIC TUBE RE. OET. rp/AF2� CONC WALK REINP SITE PLAN NOTE RIEPER I/AI-2 1 1/2' RADIUS FOR NOTES 4 2- 0 4 CONT. "0",,,­CONCRETE SIDEWALK CONTROL JT. lu I/r �-V-0�' REFER &/Al-2 �4 04, 4, :3 a 4 4 ul 03 X 121 LONG DOWEL I Is, O.C. 03 Loop DOWEL SEAL JOINT--\ SAW CUT ONE SIDE j 3/41 DOWELS a 121 OC 04 X 121 LG DOWELS 12' OC NOTES - I' TW CONC REINP W/ 04 W/ DEFORMED WEAD 4 W1 EXP CAP ONE END SEE SITE PLAN NOTES 1. PROVIDE EXPANSION JOINTS FOR REINFORCING AS SWOWN ON PLAN 6 24' OC E.W. ON SPECIFIED SPECIFIED SUBGRADE SU5GRADE .4 COMPACTED SUSGRADE 2. PROVIDE 71' CONIC 0 DRIVES IX REDWOOD I X FmDWOOD AND PARKING, PAVING AND CURB @ GRADE r7) PAVING EXPANSION JOINT (PEJ) _A� S PAVING CONTROL JOINT (PCJ) SIDEWALK EXP. JT. _n�SIDEWALK @ CURB AND PAVING SCALE: 1 1/2'= P-0' SCALE: 11/2'ml'-O* SCALE: 11/2' V-0' SCALE- 11/2' m 1'-0' SCALE: 11/2' V-0' OP RAIL PIPE POST 6' I.D. STD GALV PIPE BLUE LETTERS ON 61 DIA ALUM I0'OC (MAX) FILLED W1 CONCRETE. WHITE 5AcKGRcNr) RESER\VW/ED NOTE: BALL EXIST. CWAIN LINK ROUND I' ABOVE TOP. FIELD PAINT 5LUE INSET 15ORDER---o. PARKING TWIS DESIGN ASSUMES TWAT TWERE IS PAVIWS AROUND FLAGPOLE - SEE ELEVATION RIGWT Pop, coNTINUATON CWAIN LINK FABRIC PENCE 0 SIM. TOP OF CONIC B/S' JOINT PROVIDE ON WHITE 5K.G. POLE FOUNDATION FOR A MIN. ",,�—AT 5OTT. TENSION BAR 12' X 12' PAVING 4 SEALANT rp'-O' BEYOND TWE POLE. OR WIRE CURB IV //_FILLER BLUE SQUARE 3140, REVOLVING EA POST WITH WHITE SYM. —ALUM FLASWING COLLAR TRUCK W/ SST TOOLED EDGE BALL 5EARIN538, I' CONC WALK BLUE INSET BORDER ISLOPE WWERE OCCURS FACE CURB Is, X 31-rol DEEP ON WHITE 5<3, TOP Or CONIC WALK Br=WON:) CONC. FOOTING BLUE LETTERS ON —v :::--F WHITE 5ACKGROND C3 IA tt- I Mi I I- 44 E POOTIW3 EIIIEE 14 I 'X2'X31Iro" 111 4,: 414ARDWOOD WEDGES 2 GALV. STL. POST AND CAP E111 0 3 DOWELLS 4 121 O.C. CONCRETE SEE STRI.ICT. 8 - 01 VERT 2 - ALUMINUM 12' DIA X 361 DEEP It CONC:RETE FOOTING WIRE TO TIr= 0 3 CIRCUILAr. BLACK AePWALTUM PAINT CLEATS W1 COVER CAP DRY PACKED SAND, FENCE DETAIL FENCE DETAIL e TYP. PIPE BOLLARD I SCALE: 3/4'-1'-0' B SCALE: 3/4*= 1 _01 SCALE. 11/2'=I'-O' TIES is 162 O.G. 4 101 I.D. 16 GA GALV CORRUGATED STEEL PIPE 44 &'LONG PRECAST ADD 3 0 3 0.0 TOP OF CONIC CONC. WWEEL STOP 4 TOP 4 BOTTOM 4 - STEEL PLATE CENTERING GROUT IN TOP A. WEDGES OF DOWEL 4 1/2"STEEL BASE PLATE 314 7 STL. DOWELS 2 PER STOP X� 4. 3/4' GROUND SPIKE 0 0 Al WELDED TO BASE PLATE EXI ASPWALT 6T, 4 PAVING 4 jut �4 �N 20 01 A 4. WHEELSTOP VAN ACCESSIBLE PARKING FLAGPOLE FOUNDATION SCALE: 11/2' - 1'-0' SCALE. 1'=I'-O' SCALE- Pul'-O' D A N IS B Y & M I L L E R o A.I.A. o A R C H I T E C T Fire Station No. 2 Drawn By SITE DETAILS A1.01 IS Checked By WILLIAM K. MILLER ROMNEY E. DANSBY City of La Porte, Texas Date 04-01-2004 328-1 Job # of WATER METER %x \ BY CITY k X / 2-1/2" WATE X ' CONNECT TO UTIL LES. COORDINATE LOCATION. x x ❑ O ® X 2 3 q i ❑ x x /❑ H.G. ACCEe$ LE PAPoCING �—�C \ x X / ��ff VIA LCC S FLAGS ° .o, ° x x �00000000� -_ FOLE P . ! x ---- ❑ a RC. ll THRU T \ x BLOC SEE SHEET P-2 X C T FOR CONTINUATION x i / BOX x x / \ ❑ % ISUA 0 z ❑ L1MEC _____ / NSUAL X III YARD MECH. \ X ROOM 112 x x / MDP X0 X / X / DRIVE \ X x / 0 x x / i x \\v /l o---------------o-------❑ x \ x I 2 3 ❑ x e ❑ X X z x X e z x x k x x x x X / / / I� MEP - SITE PLAN E STING IL.DINCx / / / IAb° � I-0e SITE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LUMENTON CAT# AG105/PAR56 GROUND MOUNTED FLAG SPOTLIGHT W/ NATURAL ALUMINUM FINISH. INSTALL ON 12"x12"x6" CONCRETE PAD W/ AS BEVELED EDGED AND CAST THREADED NEMA 3R J-BOX. 1-300W PAR56 LAMP. 120V FINAL ADJUSTMENT OF POLE LIGHTS AND FLAG LIGHTS SHALL BE MADE BY CONTRACTOR TO THE OWNER AND ENGINEERS SATISFACTION. y,�PZE OF.Te� T E; LIGHTFOOT RECEIVE 25042 042 JUL 19 2004 ❑�6 L', ��avAL � THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY T.E. LIGHTFOOT, P.E. 25042 ON 07/12/04 Thomas E. Lightfoot& Assoc. 3100 Richmond Suite Consultin480 9 Houston, Texas 77098-3019 eers PH: 713 520 8004 FAX: 713 520 8429 EMAJL: info®tela—engineem.com Job No. 0323 DANSBY & RILLER ° A.I.A. o ARCHITECTS P�J ? ' ; III Fire Station No 2 °� � �I �I �' 4 �il r ICI '" I' E tai I' MEP Drawn By WILLIAM K . MILLER ROMNEY E. DANSBY III I� I, I ;Id City of La Porte, Texas ° I Ir SITE PLAN Checked By ___ MEP - 1 Date JULY 12 2004 of : . `' ,: . _.. , SCALE. 1' _ 20 i [_ ,- 'I Ii .1 MATCH EXIST. MATCH..EXI ST. , & 'GUTTER CURB . T.B.M. 2 SPENCER I . B• y. : : to t '.G _ , f I 1 TW22.10 cP�,r?.,� aE Q 2Z2o- ._. 'TW 2240` I' TW,2 , 23,3 22:50 TW 22.50 X 3i3Q 1 21.90 h , o „ r, ' .. h i _._ ._ _::_� -- __ ----- - -_.-'-----' -- - - - _- -- 1 L. -.F-.U.E. ,..�.0 "k Ft,. e ,i,e.,C.L. yt 0::.: c , - TC 23.50 TC'23,50 o _ _ � - _ v-- _ r,- :± i ;z: ,C: )C h � 7C 2�.S I ti 23.40 x F.i r. ,. sr. s G:.23.90 , E ! „ - 23.80 0 TC 23.40 TC 23. TC 23.9 -ia•_ „E tr.r tno 4 Ft?a,a .� :uoJ, +cu,0 r,.v.t, J.� 5,ae�a. G- 23.90 - �•, C24 0 TP 22.95 — —.� _G 23 O:� — I � 4 - � ---� 2290___:: G-�2.8.Q__ -__. G_2340 =` -•--- _-, ___ -_ _.. .._ TC 2'�..30� -_ --. ____ .�_: ��_.-_ ._-_ _�� _: r._ _ V G 3.40-- . '�.- •d OW—C�F G.23.50 , G 2280' x TC 23.30 w 2 BL 2 o PROP. 8 •WATER _ ?� TC 23.15 23 1 F - �, z' .8FPE ,:rent. r:it'" r �s.i� . 1 G_22.65._''�_ _ Ir.)a ILMA4 , $AN. SWR. ® 196 TG 2265 TG 22.65 al '.Q� ' ^. j/ ,-'� TP 23.50 _..: -- M. =F N , . I TIE TO E (ISTING 24.30 nN Na FLAG 8' WATER ,UNE 'T :23.70 , , ; ' 0 �.. LT LT O. G%3 20 r FlELD VERIFY) - 4.2 _ — N TC 23.5 l 23,70 i v_), J� TC 25:00 o , 81 23.75 G 23.00 7G 22:80 1 . TW 24.60 Z,o TC'25.0Q / g TP 23.50 r..=:r 1z 1 G 24. p' G 24.80, TW'24. +x L t «, ° $.,' .TP 24.80 .'.24.6 = , _ RCPE MY7i tF. !� TC 23.SOr 25. 0 A,' .: 1 K, z a ;TG 22.50 TP 2 .3d o : o o . y TW 23.80 3. 0, {e f TC 23.70 a et;r "' • ? I i 1 t. TP 24.90 ` TP 24.90 1P2490.90- W2490 $ I 6:23.20` 4.2 TW 24.30 5.00 Tw 25.00 i' PLANTING 70 ,, .80 . TW 23.80 AREA TW 24.80 <; \ (?LA TING• , SEE PLUIII� lA _ „ TP 23.50 ,_'_ _.: :-.':AR a FROM BUILDING TO'METER x TW 24.90_ �., ; j z _.flL TC 23.50 c a TC 23.70 T( 24.20' 23.00 G 23.20 5 i- G 3.70 TW 24.9 ; TC 23.70 a T ^ 4.5 _ o t,, , G 23.20 24.80 T . _ Y I FlNISH FLOOR 25.00 _._-_ SEE PLUM8IN `PLANS ' TC 23.8(.0 FROM BUIU)1 G TO WELL -O e I e / 0 X , G 23.30 !i 2 .00 TW 24.9 c� TC 24.40 l I 24.80 .t 4f 023.90 TC 23.80 ,+,1,1, t-x x C. to Y 1 r TW 24.80 TC 23.70 - , : G 23.30 , � , ,,: } C.R1:PF,pny?ice, ,- ., ,n , G 23.20 1 \ 1 , L FW24.80 CA 1C25.10 22.80 r c 62490 - T Ci TC 23.70 0 ' G23.20 DI NISH CURB TP 24.90 \ . ° 24.90 { •'%_ _,_ . -1 :+ I ' , t FG24.30 r 24.70 TW 25.00 TP 24.95. TP TP 24.93 25.00 112' CREPE MYFTLE - / i _•. - _- .__-I- -.. . . . TP 24,80 TP 24,80 TC 25 3 I ; \ �N 6 24.80 N 1 r TC 23.70 �. ! `- � . ' }' z p r G 23.20 r : , 12 1 CIREI c .1,, t__ l o p . 1. v 1[ O TO 23.00 a r { fC 23.7 T 24.00 v , ,' ., ,. , e I . R ✓ . - U. O z vt,,, {{ - TC 23.90 r f 1 123.40 e ' ii IN6SCREEN FENCE 1 j . .,,.c.. L ,.;Y. t� r G. LE... ._ ... / LAWN AREA , rte. t I rp' try , a n �\ r �flUMPSTER 1 v n � .. � TC 25.10 FENCE 24.50 24so v C 24,50 \ .e: G 24.00 EXISTING \ , 1 l \ \ I I „r ,cn . 0 r LEGEND <� NOTES. A f, . . TC TOP .OF CURB r .., ORTE . :< NT S ARE<BASED ON , THE > 11 OF LA ,P fl' , , .o TP TOP OF PAVEMENT 1. ELEVATION r 1 _ WALK MONUMENT .L.P.S.M. 109 197 8 ADJUSTMENT OF NS.S. __ TW TOP . OF # . _ m . 3.50 `' cosra T P. OF GRATE 1929;, DATUM.,,ELEVATION 2 rrtn TO TO m FG . FINISHED GRA DE asse4 . . f. P O,, n .fi O. , .. OF o e. ARE CUT ON THE CURB AT END LL. G GUTTER TBM 2. IS .A SQUARE _ _ ff , S G / O\ E - : NA .iSHEETL � ' ....LOT t7 TO -PARKING ; , .,�- 1 F . � FLOW ST.ENTRANCE _ a DIRECTION ::.OF RADIUS AT. WE .. . I ELEVATION _:,:22.82 ' . U . t:I , I U C 9 2 A OF THE .TRACT ,SHOWN ,HER EON UES WI THIN ZONE X 2n , . U_ . THE 50 DEFINED AS AREAS .DET ERMINED TO BE OUTSIDE _ HAVE :BEEN 'DETERMINED I . FLOODPLAIN UMITS YEAR : , OODPLA N . FL NT AG ENCY s Y MANAGEMENT FEDERAL EMERGENC BY SCALING THE , , , 1C0940J �r� N Z A flRM MAP N0. 4820 COS ._ INSURANCE, RATE: MAPS _ a , a FEMA . FLOOD , ), _ ,. . ., FOR HA RRIS COUNTY TEXAS AND INCORPORATED AREAS H :B , A C1_A YE_ _ N FIELD_VERIFIED ER 8 1996 AND HAS.BEEN ,, ., DATED _. ENGINEE r to . w , ti Drown B N /+ t f, ` T ADIG ICI® Checked B SI E G A' Fir .. - , _ S _R C H I T a e ' . !� A. Sccn0001.tif' ,•.., . . ::.. .,. , e L L - E w D, IV _ S TILITY PL N 3 a K Cit of: .. /sue. �•. . .,. 11VILL I IVI K._ IVI ILL , a .S r 4I s I ! SCALE.: 1 2.0 1 SP iI ENCER HWY # . I 10o R:o•w. ELEV. 22.82 p V. d 1 iv a. 1.*J (.- _. :.;..: r. F,.,..C.r. :(`: f3t•.,yg6FY �, .. ,Yi-"ar.i it—' antra ... .. - .i - .. f .vim.:—._a� ACK LJNE _ ❑. fn, p A O I 70 Y 17.LF N 2 PVC 68.5 LF - 12r PVC 13 / ;'.�• STM. 0 0.3596 STM. SWR. ® 0 1 — 1 ❑ S ( 30% 8g Q13 I S ti © I LT LT I ® G I O; POLE Q16� HT Arria k o- PLANTING �' ,> i , 1 k AREA _ I i. . PLA nNc. , Q11 I &10D R I .FINISH FLOOR 2s.00 n z - r , n f Y r i-- (.. to „ sy a1s> ti. I x H A , • I i ,' , O� O I �.• _ I ` -- 16 0- II `36 p I SCREEN I i I I LAWN AREA • tt , DUMPS I I , } • TER , FENCE I EXISTING +\ y to I.. w -r 1.: Mr. �A EXIST. C INLET E TYPE- A INLET M_ r: -...E, O TOP 22 08 T.G. 22.65 o N24" r , EX• RCP `E 17.36 (W&E)12 PVC ( 17.58 �S315 RCP ( 17.40 , ® TYPE A INLET O F TYPE A INLET ; (n T.G.-22 50 :- T.G. 2265 : w RCP ( 17.53 (W&E)12 PVC ( 17.79 NOTES. o E 12 PVC 1 ( 2 PVC ( 17.53 1. ELEVATIONS ARE BASED ON THE CITY OF LA PORTS !C MONUMENT L.P.S.M.,>#109,, 19 , . 78 ADJUSTMENT OF N.G.S. o m c C TYPE A r Q INLET G TYPE A Q , ' ,,,: — ; ,: .• 1929 ,DATUM. ELEVATION s- 23.50 T.G 22.50 , T.G. 22.80 . . . . � ,. -c dtS 12 PVC < 17.74 - . . ( ) E 12 PVC 1 ; E 8.06 ` • .» o TBM 2IS ,AS SQUARE , . .. . o (vsV�to PVC Q RE CUT ON TH ( ) E 823 # E CURB AT END OF ._ . tea.:cos • .Wrnnzn. 1 RADIUS ATPARKING4 , WEST, ENTRANCE TO _ LOT , _. w: . 48364 Q TYPE A INLET H — o .9 r TYPE A INLET ELEVATION 22.82 , r T.G. 23.00 s b , T.G. '22.80 o s`r r w o �+ ` ti 5 N 12 PVC 18. ( 18.47 ., ' I E 06 NdcS 1sueI( 0 PVC :( ) 2. ` ,ALLO 't R F THE+ TRACT SHOWN ,HE EC HEREON LIES WITHIN -ZO , N -. NE X E ,.. ; DEFlN c, ED AS AREAS ,DEOUTSIDE RMINED T TE 0 BE THE ::500 J U YEAR , ' I , FLOODPLAI. FL 9 DPLAIN LIMITS H TYPE A AVE BEEN iDETERMI 2 ,_. INLET .. NED • 00 , O 4 BY SCA • . : : T.G.; UNG THE;,FEDERA .23.40 L EMERGENCY MANAG EMENT N1 ( ) 0 PVC E 18.76 FEMA ,FLOOD 'INMAPS(FIRM) _ SURANCE 'RATE.: MAP NO , 48201, - 00940J FOR HARRIS COUNTY TEX I a AS AND INCORPORATED AREAS DA TED NOVEMBER 6,. 1996 AND HAS BEEN FlELD_,VERIFl ED. cC - A S.S O t C1A TES , ENGINEERING, INC. • w,, , - r , ,1.11.. . _. , . : ,. • :� - , .. ::,. .. L L L E R A1 ._ A _ A R H RAiNA E LAN WILLIAM A. x SCa r". n0001. I r a 01 31. 03 : � �. ®AN , it of Date_ sBv La Porte, _ _.rte Te xas Job , 328- 1 of n 5 ,._ 1_»,...a'ti^ cv day.:.u.-:.,.... .,.__. .:.'S5..,.mfs _,-. T, a,: ,,:,-.3, ._,,,..3.,c.-;1 ': '.:.rs,., am(tr... ,.,ar,,: f4, 3. , '.�s.:S...�s. .:..zac 4 d.'t..r.:'..ta z. ,, ...•k'52 ...3< r f,>_ , FFA ihi F1 M RAW GENERAL NOTES: L SITE PLAN A D TOPOGRAPHICAL NOTE: -WARNING- OVERHEAD N INFORMATION FURNISHED BY OWNER. 'LINES MA Y Y EXIST ON THE :PROPERTY, WE HAVE NOT ATTEMPTED TO 2. MARK:THO 'CONTRACTOR TO NOTIFY THE FOLLOWING UNDERGROUND.UTILITY ENTITIES SE ONES.:SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOU • <, _ LD LOCATE 48 HOURS BEFORE CONSTRUCTION IN,RIGHT OF,WAYS.OR EASEMENTS. THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS STATE LAW SECTION 752, [ONE.STAR;NOTIFICATION CENTER. ,1-800-669-8344 HEALTH AND .SAFETY=CODE FORBIDS ALL>ACTIVITIES IN : I, WHICH PERSONS OR THINGS . MAY CO TEXAS EXCAVATION' SAFETY SYSTEMS. 1-800-344-8377; Y., ME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE UNES. -: TEXAS''ONE=CALL• 1-800-245=4545 CONTRACTORS AND OWNERS ARE LEG ALLY RESPONSIBLE FOR SAFETY.OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES:'BOTH:CRIMINAL AND. CIVIL LIABILITY 3. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS. TO ARRANGE FOR LINES TO BE TURNED OFF OR .MOVED CALL H.L.&P.: AT 713-207-7777. 4. ALL WORK IN CITY STREET R.O.W.,TO CONFORM TO CITY OF DEER.PARK REQUIREMENTS AND,SPECIFICATIONS AS APPLICABLE. NOTE: CAUTION: UNDERGROUND GAS FACILITIES: 5. LOCATION ON SITE WORK TO CONFORM TOCITY. OF DEER PARK REQUIREMENTS. ATION OF'ENTEX MAIN UNES:. TO INCLUDE UNIT TRANSMISSION AND/OR INDUSTRIAL ( / N STRIAE GAS SUPPLY CORPORATION WHERE APPLICABLE).ARE SHOWN IN AN APPROXIMATE 6. CONTRACTOR OLOCATION ONLY.'T FIELD VERIFY LOCATIONS AND ELEVATIONS OR FLOWLINES SERVICE UNES:ARE NOT USUALLY NOT SHOWN. THE':CONTRACTOR SHALL OF EXISTING UTILITIES'BEFORE COMMENCING CONSTRUCTION OF NEW CONTACT THE:UTILITY COORDINATING COMMITTEE AT`.713.-2 3- -FACILITIES. 2 4567 OR 1 800669 .8344 i.. A MINIMUM`' °OF 48 HOURS PRIOR'TO',CONSTRUCTION TO HAVE MAIN AND SERVICE LINES 7. ANY CHANGES ALIGNM FIELD-LOCATED.=TO ENT',OR GRADES OF'PROPOSED 'UNDERGROUND CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING UTILITIES WILL BE -S SUBJECT WORK'AND AGREE TO,,. U T0. REVIEW AND APPROVAL BY THE-ENGINEER. .. .,8E FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO ;EXACTLY' LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 8. CEMENT 'STABIUZED SAND USED AS BACKFILL TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 100 P.S.I. AT 48' 0CE MENT-SAND URS.:INCREASE • " . ., RATIO AS NECESSARY BUT NOT LESS THAN 1.5'`S K NOTE:: AC S/70N. SOUTHWESTERN BELL TELEPHONE CO. FACILITIES ARE SHOWN IN APPROXIMATE'LOCATION 9. PIPE TRENCHES ONLY.` CONTRACTOR FOR WATER. AND SANITARY LINES°:TO BE A MINIMUM OFON ACTOR TO. DETERMINE THE EXACT LOCATIONBEFORE :COMMENCING'WORK. PIPE O.D.: . CONTRACTOR AGR EES 18 TO ALLOW PLACEMENT AND COMPACTION: OF PIPE BEDDING. TO BE FULLY RESPONSIBLE,FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE U UNDERGROUND UTILITIES. 10. TRENCHES FOR DRAIN LINES WATER SERVICE.LINES SANITARY SERVICE LINES AND APPURTENANCES UNDER AREAS TO BE PAVED TO BE BACKFILLED WITH CEMENT STABILIZED SAND PLACED UP TO PAVING SUBGRADE AND THOROUGHLY NOTE:., , au ' RODDED TO CONSOLIDATION. CONTRACTOR MUST PROVIDE TRENCH SAFETY SYSTEM CONFORMING TO OR EXCEEDING THE REQUIREMENTS, OF O.S.H.A. SAFETY AND HEALTH REGULATIONS 29 CFR PART 1 1926 AS 11. TRENCHES FOR DRAIN LINES AND OTHER% PUBLISHED IN FEDERAL REGISTER VOL UTILITIES UNDER`:AREAS NOT• TO`BE 54 NO. 209, DATED OCTOBER 31, 1989,`AND AS PAVED TO BE BACKFILLED`WITH SELECT EARTH MATERIAL:TO BE PLACED IN REQUIRED BY THE STATE OF TEXAS STATUTES. LIFTS NOT TO EXCEED 12-INCHES;(LOOSE MEASURE) AND COMPACTED T0'90% STANDARD' PROCTOR DENSITY. IF THE PIPE BEING LAID IS P.V.C. THE FIRST LIFT ABOVE THE PIPE TO BE A 12" LOOSE LIFT`COMPACTED TO 90% DRY DENSITY PER ASTM D-698. 12. EXCAVATIONS FOR INLETS i AREAS,PAVED AREAS, AND WITHIN 5 FEET OF SUCH INLETS OR MANHOLES TO BE BACKFILLED WITH CEMENT STABILIZED':SAND.' 13. REFER TO ARCHITECTURAL AND M.E.P.'DRAWINGS FOR ADDITIONAL INFORMATION.M TION. PAVING NOTES: 1. MATERIALS AND CONSTRUCTIO N FOR ON SITE PAVING TO CONFORM TO CITY OF DEER PARK REQUIREMENTS. 2. REFER TO SITE GEOTECHNICAL``,REPORT AND PROJECT SPECIFICATIONS FOR IN DEPTH TREATMENT OF REQUIREMENTS RELATING TO SITE PREPARATION, PLACEMENT OF FILL,-AND TREATMENT,OF SUBGRADE. 3. REMOVE TREES, TREE STUMPS,` AND ROOT MATS UNDER BUILDING AND PAVEMENT AREAS. 4. STRIP VEGETATED TOP SOIL, REMOVE EXISTING CONCRETE`'SLABS AND FILL MATERIAL FROM AREAS TO BA PAVED. PROOF ROLL AND REMOVE SOFT SPOTS, SCARIFY A MINIMUM OF 6",,MOISTURE CONDITION TO -1 TO +3% OF OPTIMUM MOISTURE CONTENT, AND COMPACT FILL IN MAX. 6" UFTS:(LOOSE`MEASURE) TO 95% OF STANDARD PROCTOR DENSITY PER ASTM D696. SHAPE COMPACTED SOIL TO SUBGRADE!GRADE, SCARIFY A MINIMUM OF 6 INCHES. 5. CONCRETE"PAVEMENT SHALL MEET , . THE APPLICABLE REQUIREMENTS IN .THE ACI MANUAL OF CONCRETE PRACTICE THE CONCRETE SHALL HAVE A MINIMUM ' MODULUS OF RUPTURE OF 500 P.S.L AT 7 DAYS L AS PER`'ASTM C 293. CONCRETE WITH A COMPRESSIVE STRENGTH OF 3000 P.S.I. SHOULD MEET THIS CRITERIA. THE MIXTURE SHALL CONTAIN?3 TO 5 PERCENT ENTRAINED AIR. 6. REINFORCING S TEEL TO BE DEFORMED BARS PER-ASTM A 815, GRADE 40 PER DETAIL THIS SHEET. 7. SLOPE PAVEMENT UNIFORMLY,BETWEEN ELEVATIONS;SHOWN. ANY FIELD CHANGE TO FINISHED, PAVEMENT ELEVATIONS TO. MAINTAIN 6.50% (MIN.)'GRADE 8. EXPANSION JOINT LAYOUT, FOR REINFORCED 'CONCRETE TO BE FURNISHED BY THE CONTRACTOR FOR REVIEW BY THE ENGINEER AND IS TO COMPLY WITH THE FOLLOWING: a. EXPANSION JOINTS TO TERMINATE PERPENDICULAR TO'PAVEMENT EDGES. MAXIMUM SPACING OF EXPANSION 'JOINTS TO BE 50' IN ANY DIRECTION.. b.MAXIMUM SURFACE AREA SURROUNDED' BY EXPANSION JOINT OINT OR PAVEMENT ,. . EDGES TO.BE 1,500 SQ. FT. c. SAWED JOINTS (OR APPROVED EQUAL TO BE USED FOR CONTROL JOINTS, SURFACE.AREA BORDERED BY CONTROL JOINTS, EXPANSION JOINTS AND OR PAVEMENT.EDGES NOT TO EXCEED 500 SQ. FT. d. NO JOINTS OF ANY TYPE WITHIN 5' OF AN INLET. STORM DRAIN NOTES: 1. MATERIALS AND CONSTRUCTION FOR STORM DRAINS AND INLETS TO CONFORM TO CITY OF DEER PARK REQUIREMENTS. 2. 'DRAIN LINES AND STORE SEWERS 18" DIAMETER R. . TO-BE REINFORCED 'CONCRETE « ,, PAVEMENT .TONGUE `AND GR OVE, (UNLESS NOTED;OIHERWISE PER `ASTM C-76, as ) CLASS 111, TYPE B WALL WIN RUBBER GASKET JOINTS. 3. DRAIN UNES•15 DIAMETER<AND SMALLER TO BE P.V.C. PER-ASTM D3034 SDR 26 pCOST v ' (UNLESS:NOTED OTHERWISE)., P.V.C.' JOINTS,TO BE COMPRESSION TYPE" C ELASTOMERIC`GASKET JOINTS. 49 Sw� N. ,, •.gyp A�.�d 0'c ,QIS7E,.. G 4. INLETS _ - $ .• ... 0 IN PAVED;AREAS TO BE CAST IN PLACE OF REINFORCED CONCRETE, BRICK, S70NAL emma `OR PRECAST CONCRETE INLETS AS APPROVED .BY THE ENGINEER, WITH HEAVY DUTY FRAMES 'AND GRATES.' rn RE •u` fly V�d Ja COS TAANZAS JOL 9 &ASSv _CIATES....... . . ENGINEERING INC. 4301: .CENTER ST.S DEER`PARK .TX ..77536281-930-9339 . general notes plan sots development plan a a .. Draw D � .. � � Drawn By N.R. 8c MILLER L L E R _ � �.A: I .:A. A � �. Fire St , � � ,R C H IT E C T ,.t . ., . anon No._ 2 , - a Checked B .H.B. - . .g � ` :A \S:conol _ti„ „ _.WILLIAM K. MILi.E of La Porte . T R MNEY � exas . , � , . _O E.,DANS�Y � .. . ., �� . ,. . ,�- . . :. Y �... 328 1 _. -: S � _ p 0 < < 0 0 0 n Cf') C3 0- 0 0 0 0 w 0 z :D LL 0 0 z z w z w 0 N off FL= 1. 1 9. 24 FL= 19.24 Fi_=� 19.24, FND, 'X4 IN SIN 10" PVC\A,a 10, Pvc FN2. 5ZB- IR FND� 5/8-_LR FL=19.32 __DISTURBED FL 24" RCP=17.07 GUT21,61 ::Z� GUT21.97 GUT22.32 36" RCP I I _36� RCP FL=13.86 FL=13.86 FL 2e RCP=16.44 FL=16.29 SPENCER., HWY* (CALLED 100' WIDE) CL23.02 CL22.96 CL22.57 g4l I CL22.55 CL22.70 x x x x CL22..87 CL23.15 CL23.31 x x x (CONCRETE) GUT22.17= SET 5/8- IR W/SASELINE CORP. CAP GUT21.68 SET 5/8- IR W/SASEUNE CORP. CAP GUT21­3�j I GUT21.62 GUT21.78 GUT21.96 GUT22.12 "UT22.35 EW 2W.48* (SO&" -UT22.111 D,22.� M 2 IT22 9 SERVICE POLE GU� 22" & GUT22_35 M '2 -EW-2W.011 293S TELEPHONE CABLE MARKER� q FL22.6 NG240 HEDGE NG9�3 7 A Ew i337.w G2 GU 2 4 4466' 1 N.G23.5 HEDGE N 4.6 T -3. 0 NG24.6 GUT23.40 FND. 3/4- 1 P POW OF BEGINNING 1*01 GROUND AND AERIALx�%EM_ENT H.Cx.C.F. _NO. 863x-,,,,, 6' CHAIN LINK FENCE x x--- 8_ C V -8- P V 8 P C 8" PVC 3 GU�24.3� TT 0 6 5 AERIAL EASEMENT FROM'A PLANE 20' ABOVE GROUND H.C.C.F. No. ­B64 6 21- 8634663 GUT2�4.37 TT 3. 1 �DTT23.3 �L=18.4 �12 1 FL= 18.4-4 12" CREPE MYRTLE _��FL23.0 �.4 rDTT23.2 z SWALE DTT23.4 0 FL2 .3 DTT23.5 12* CREPE MYRTLE D 2 4 DTT23.2 NG23.7 DTr23.4 NG2376� --w- ( T 0 FAIRMONT PARK WEST SECTION ONE NG24j 1 x x FL22.9 NG23.6 0 NG23.5 DTT23.5 x NG24.4 VOL. 100 PG. 25 H.C.M.R. z MF23.5 V) 1.4w acm 54M.00 sq ft CALLED 22,450 SQUARE FEET FAIRMONT FOODS COMPANY TO MORTON A. COHN EXECUTED SEPTEMBER 22, 1969 H.C.C.F. No. C992328 O.P.R.R.P.H.C.T. X_x Z 6' CHAIN LINK FENCE 25' BUILDING LINE H.C.C.F. NO. B634663 z z Z DTT2 t� DTT23.5 G2 N 4 2 DTT23.4 DTf23.6 z uj CPV23.68 DTT23.51 I IDTT23.5 CPV23.70 w FL22.9 GUT23,76 0 12" CREPE MYRTLE U) NG23.8 x CPV23.76 x CPV23.73 x CPV23.93 NG24.2 X LIGHT POLE x NG24.1 x X L HT, PcILE V) '12' CREPE MYRTLE TENNIS COURTS (CONCRETE) z 0 NG24.2 CPV24.22 0 12* CREPE MYRTLE x x x CPV24.25 CPV24.19 x LIGHT POLE x NG24.3 x 0 x LIGHT POLE 12 OAK NG24,0 12" 0 CREPE MYRTLE IDTT23.4 I I DTT23.6 NG24.1 CPV24.64 V24.68 N W5722' W CPV24.82 n3.51 N623.6 x C�p ItFL23.7 SET 5/8- IR W/BASELINE CORP. CAP BRICK BUILDING FF=25.29 A ALUMINUM BUILDING FF=25.30 to CALLED 25.935 ACRES FAIRMONT PARK CORPORATON M1 61 TO z LA PORTE INDEPENDANT SCHOOL DISTRICT EXECUTED OCTOBER 22, 1962 H.C.C. F. NO. B634663 W z 0. P. R. R. P. H. C. T. 0 z D M N %STE 16, 1, J. PATRICK GOING, DO, HEREBY CERTIFY THAT THE FOREGOING PLAT co * 0 cp REPRESENTS A SURVEY. PERFORMED ON THE GROUND UNDER MY SUPERVISION ....................... ON SEPTEMBER. 11, 2002 AND, MEETS OR,EXCEEDS THE4NIMUM PROFESSIONAL CK I AND TECHNICAL STANDARD'S PROMULGATED -;BY� THE TEXAS BOARD OF .... ....... .......... ... fro 1 "77 - PROFESSIONAL LAND SURVEYORS.- SUBJECT TO THE NOTES SHOWN HEREON. 40 jjS%0 0 1 8u PA I /EG SIONAL. LAND SURVEYOR TEXAS REGISTRATION NO. 4477 'e T CPV24.88 x CPV24.631 NG24�7 SIDEWALK GUT23.60 SET DRILL HOLE WITH oxn CUT NOTES: 1) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT. 2) ABSTRACTING SERVICES WERE PERFORMED By COURTHOUSE SPECIALISTS HOUSTON, TEXAS. 3) ONLY THOSE FEATURES REQUESTED BY CLIENT ARE SHOWN HEREON, 4) BEARINGS SHOWN HEREON ARE BASED ON THE PLAT OF FAIRMONT, r PARK WEST SECTION ONE VOL 100 PG. 25. 5) A MEMS AND BOUNDS DESCRIPTION -BASED ON THIS SURVEY PREPARED BY J.- PAT . RICK GOING, REGISTERED PROFESSIONAL LAND SURVEYOR :LICENSE'NO. 4477. COMPLETED SEPTEMBER 11. 2002, IS ON FILE IN THE:OFFICE OF BASEUNE,66R�BRATIoN, HoUSTO Tp��Z,.,IOB NO. 02042. 6) STIPULATIONS, RESTRICTIONSj COVENANTS y � j,, CONDMONS, EASEMENTS,':AESERVATIONS �RIGHT OF REVERTER, RIGHT I QV FIRSTr REFUSAL, AND BUILDINd. SET.�SACK bNE FOUND IN NO. 8634663 HAVE SEE RECORDED UNDER H.C.C,F. N CANCELLED WAlVEDr;MD RELEASED ACCORDING TO THE AGREEMENT FILED FOR RECORD UNDER H�C.C,F. 'R' Wid t . . - 0. 2340, 7) EASEME14TS AND RESTRICTIONS MAY'EXIST WHICH ARE NOT r SHOWN �HEREON. 8) ELEVATIONS AREr.SASED ,ON CITY, OF,LA PORTE,MONUMENT L.P.S.M. #169. 1978 ADJUSTMENT OF'NGSr�192�, DATUM. ELEVATION" 23.150. r ".7 9) ALL OF THE, TRACT SHDWN'HEREdN LIES WITHIN, ZONtr BE r OUTSIDE�JHE'50 �X,. D --AREAS-'�DETERMINED TO .0 EFINEDIAS . 4YEARr FLOODPLAN. FlLow'�PLAJN �IJMITS�7'HA THE TEDERAL-� EMERGENCY MANA EN pEMENf V Cy, FE ,MAP . MA 10015�'INSQRANCE 'RATE MAP.il Flom) _NO.. 48201COO.40 J ' - __)�f . r "I NOA. FOR'HARRIS COUNTY _-jEXAs'ANDr'_IN9qRPqAA1m AREAS'D MM: O.;'l Qofr'�'AND. �HAS;� NQT' MIF.IED, r. ffl Tam-�i'IS-A,sdUARi-cur.o K F., IU ��AT PARKING�_ LOT�: ELEV 221;82. LEGEND POWER POLE SIGN MANHOLE T13M ER WATER METER 0 CLEAN OUT 0 PULLBOX x SPOT ELEVATION