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HomeMy WebLinkAboutFIRE TRAINING FACILITY (5)i■rN M W m Z CD z a 0 H O to to � I CU ED M 10 a R 0 � r z s z ' z ¢ i • a ` m � m �o Cr Q ErI . 0 1 a H l U ~" m Uj U z � rw �✓ p m W z� CO r ¢� _¢0 W h , W {� pH. O a NP+W . I I 1 L N.T.s. NORTH "P" ST. DEER PARK NORTH V ST. Cn n M PINT '5 � . .... .. .„. NORTH "H" ST. 9ARBOUR S CUT BLVD. .. .. A RPORT `N / ` � SP"EN'CR HWY. WEST MAIN � m t� 3 �qy to X Rai o FAIR O T PARKWAY vi / Ci I / co zj to GALVESTON WEEMS BAY PROJECT LOCATION cCABE RR. SHOREACRES LOCATION MAP Not to Seale ll i4 f 't • �, I ki t, 3i i l l7 '� j � � i�� e � �� � I 3 a L MAYOR Norm; an Malone COUNCIL Guy Sutherland Charlie Young Chuck Engelker Jerry Clarke Howard Ebow Peter Griffiths Deotis Gay - Alton Porter 'CITY MANAGER. Robert Herrera SHEET INDEX, SHEET SHEET TITLE NO. 1 Cover Sheet Index 2 Site Layout 3 Floor Plan 4 Foundation Plan 5 Details 6 Building Elevations 7 Construction Notes 8 area Paving APPROVED BY: DATE: -� 116 �_0 9- �•- Joe Sease .s� Fire Chief • :�� ............................:*.0. APPROVED BY: DATE: C PUGLAS K. KlIiE f E f �..u•.................. .. •... •. •.� - i t-e�;,• 77146 Doug Kneupper, P.E. .uCity Engineer "7-1_Toj SHEET 1 OF. 8 ■I N !n LL7 �++ to W Q `r m a: d a Ii i v Z N U � T j 10 W i1 n ul 7 z Z E' W �j ram, � a m cr a U o �� Q �= U a H� :moo° � I Nl�ri/]M ................................ .......- PROPOSED UNDERGROUND ELECTRICAL LINE • —iS'— H � H — H . ,.�.,y """ y y,-,..._ � H H_� H-�--- •------iY H— �—H— iY— may— •---y`-----• . /�— --iy— . �, '� . /, y---:. of DICTH -� r [I I I OI I I STORMWATER i DETENTION it POND z PUMPER TEST PIT m m STORAGE F.H. BUILDING DRAFTING POND i RESET 8" PVC @ 20% (HOLD N. IE) BY OTHERS II I REGRADE EXISTING DITCH i BY OTHERS 6" P.V.C. I.E. = 16.51 PROPOSED 2 SDR--18 PVC WATER METER BY OTHERS , I Go II Nx17 i I= FIRING 2„�„„r„ W LP E=ii_MULTI—STORY I© RANGE I 9� BURN PROPOSED BUILDING PAVEMENTLAJ I� I" ------------- PROP. BUILDING /'.��: F.H. 6 co mm� E' w I LP E �— — } FENCE \ PROPOSED 275 L.F. 6 I ' ISDR-26 PVC SAN. SWR. @ 0.5% SLO DOUBLE SWING GATE i I DOUBLE SWING GATE 1 I ,i I I �I I[ I I I I I I I[ �l �I zl I [I �I I I I[ I / [ FENCE [ I [ / [ EMERGENCY ___ —_L_: __ T I � � [ I NICVIl, h1L SERVICE BUILDING i i i I I --r-a i NORTH a,q" ST. I M.H. (I.E. = 15.34) &" 47' FUTURE I FUTURE SHO T I CLASSROOM i PARKING I HODS BUILDING / EOC I LOT W I I 1 r S�. - 3 PROPOSED SAN. SWR. M.H. N . 6" P.V. C. 1. E. = 15.13 E. 6" P.V.C. I.E. = 15.03 M.H. (I.E. = 13.80) M.H. (I.E. — 13.3) (IO 1 " = 30' LEGEND —R— EXISTING PROPERTY LINE ---- —'� • -- - -- -- " -- EXISTING CHAIN LINK FENCE • --- --- �— G'�--- -- 5 ---- ---- EXISTING SANITARY SEWER 8" EXISTING WATER LINE W ----2------ - — T — ---- EXISTING SWBT CONDUIT E E EXISTING UNDERGROUND ELECTRICAL _ O EXISTING FIRE HYDRANT 0 EXISTING SAN. SWR. MANHOLE EXISTING LIGHT POLE — -- 6"— --- S — — PROPOSED SANITARY SEWER W 8" PROPOSED WATER LINE REV. NO. [ I REVISED AS PER FIRE DEPT. COMMENTS 6/98 L --M CITY OF LA PORTE FIRE TRAINING FACILITY SITE LAYOUT DRAWN BY:JR DESIGN: BS APPROVED: DK FILE NO,:.95--2201 SCALE: 1 " = 30' DATE: 6/98 MAP: 6254—C $HEET 2 OF • 8 i cu m to 0� m z Fa Z I= C� co fy IrLu 3 n a o Lu Ercc E3 I I; I I s—e �; A u I 44 ul z z y z cu �Lo 1100 z '. {i] 0 cc 0 w fn w Q O Cc w H�LL CIO I I BENCHMARK: "X" CHISLED ON LIGHT POKE CONCRETE FOUNDATION LOCATED 100 FT. NORTH OF FTF ENTRANCE. ELEV. 21.44 DOWEL INTO EXISTING PAVEMENT (SEE DETAIL) In LEGEND: o.e PROPOSED FINISH ELEV. GFI RECEPTICLES -0 SAFETY SHOWER F.D. FLOOR DRAIN r E . F . EXHAUST FAN ') $ SWITCH ABC COMPRESSOR UNITLo EXIT EXIT LIGHTING 0 EMERGENCY LIGHTING 0 fr a FIR REV. N0. 1 REVISED AS PER FIRE DEPT. COMMENTS 6/98 CITY OF LA PORTE FIRE TRAINING FACILITY TRUCK BAY/STORAGE FACILITY DRAWN BY: JR 1 DESIGN: BS APPROVED: DK FILE NO.: 95-'2201 SCALE: I" = 5' DATE: 6/98 MAP: 6254—C SHE-3 OF 8 cu ul MIr w = P'. z Q tom; cri W: ¢ P: W Q tL 1 c7 cn U zN E w a ¢ j F C� T g Z. m _1 �¢ © . 0 cc IL Q ca ;. . O E O rl el 3 i J. 1� 5 ti #4 0 2e O.C. BOTH WAYS to 6 MIL POLY VAPOR BARRIER COMPACTED SAND COMPACTED SELECT FILL AS REQ. #5 BAR 2 TOP AND 2 BOTTOM, #3 STIRRUPS O 2e O.C. tar #3 HAN:IRPIN �( GRADE I r r (4) #4 BARS W/9x- 3 STIRRUPS 0 1 " ® x4 V.L. BOTH WAYS in 6 MIL POLY ---­ ` IVA VAPOR BARRIER \\' COMPACTED SAND COMPACTED SELECT --� FILL AS REQ, #5 BAR 2 TOP AND 2 BOTTOM, #3 STIRRUPS 924" 0., -- #4 0 2e O.C. BOTH WAYS in 1r �4) #4 BARS W #3 TIRRUPS ®1 O.C. SECTION B-B 1 Z 736 FOOTING (N,T,$,) FOUNDATION PLAN 1. DESIGN MATERIALS AND WORKMANSHIP SHALL CONFIRM WITH THE FOLLOWING STANDARDS UNLESS OTHERWISE MODIFIED ON THIS DRAWING: 318--89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE OACI ACI DETAILING MANUAL -- 1988 MATERIALS TO BE AS FOLLOWS: CONCRETE: 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS REINFORCEMENT BARS: ASTM A615 GRADE 60 WELDED WIRE FABRIC: ASTM A185 2. REINFORCING STEEL A) MINIMIUM LAP LENGTH FOR REINFORCING BARS SHALL BE: BAR SIZE MINIMIUM LAP (INCHES) 3 12 4 16 5 25 6 36 7 48 8 63 B} CORNER BARS SHALL BE PROVIDED AT ALL GRADE BEAM INTERSECTIONS. C) CORNER BARS SHALL BE EQUAL TO SIZE OF GRADE BEAM REINFORCING. 3. WELD WIRE FABRIC LAPS FOR WIRE FABRIC SHALL BE 2 MESH MINIMUM ON SIDES AND ENDS. 4. CONCRETE COVER CONCRETE COVER SHALL BE PROVIDED AS PER ACI 318--89 SECTION 7.7.1 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 0 REINFORCEMENT: MINIMUM COVER. INCHES CONCRETE CASI AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 CONCRETE EXPOSED TO EARTH OR WEATHER: 6 THROUGH #18 BARS 2 5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ... ,.. ... .... 14 AND #18 BARS ,l„•,1�2 .. .. _. ..... ..... . . _ . .... �11 BAR AND SMALLER 3/4 BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1-1/2 5. EXPANSION, CONSTRUCTION, AND CONTROL JOINTS (IF REQ'D) ARE NOT SHOWN 6, CONTRACTOR SHALL FOLLOW RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION FOR THE PROPOSED BUILDING - BUILDING LOCATION: LA PORTE, TEXAS REPORT PREPARED BY: COASTAL TESTING LABORATORIES, INC. REPORT NUMBER: 8801-1010 DATE OF REPORT: JANUARY 25-6 1988 7. —Q LOCATION OF ROUGH IN PLUMBING PIPES TO BE DETERMINED BY CONTRACTOR USING PRE-ENGINEERED BUILDING DESIGN AND CITY DRAWINGS WITH CITY APPROVAL REQUIRED 8. BASE ON ALL GRADE BEAMS IS THE SAME, THE DIFFERENCE IN DETAIL C-C IS DUE TO SLOPE OF SLAB 9. REFER TO PRE-ENGINEERED METAL BUILDING DRAWINGS FOR ANCHOR BOLT DIAMETER AND LOCATIONS 10. ELEV. AT 20.50 0.0 I YAL BUILDING COLUMN, REFER TO PRE-ENGINEERED METAL BUILDING D► WINDS FOR COLUMN SIZE I BOTH ir --r- r • j I ' 6 MIL POLY 'I VAPOR BARRIER �I COMPACTED SANS COMPACTED' Sid6f FILL AS AM . SECTION D - D BOTH WAYSo.c. 6 MIL POLY VAPOR BARRIER \\' COMPACTED SAND COMPACTED SELECT , FILL AS REQ. #5 BAR 2 TOP AND 2 BOTTOM, #3 STIRRUP'S 0 24" 0, _, IN 1. URADE BEAM (N.T.S.) SEE NOTE 14i SECTION F-I: ntt� y F do vRaW �'OHN 3,0I •y 0,,74 STIRllffeSt"' 9,10. SECTION C-C 1 Z736 FOOTING 0 110 �f 1 44 ;..o C � of U} 0 0 'd 9� U •FN4 J U l.L LIJ Q � � O Q � w 3, r x ----� Z • r Lj..ILLI I-- m W . DOOR JAMB WIDTH SECTION E -- E LL_ w ROLL -UP DOOR F- (N.T.S.) Ey U EDGE OF COLUMN sn o CONIC. BASE SEA 3~ (typ} EDGE OF COLUMN BASE PLATE EDGE OF CONC. SECTION F- F COLUMN BASE (N.T.S.) A,VCHOR BOLT SCHEDULE SYMBOL QUANT11Y SIZE A PROJECTION B LENGTH C LEG Q0 1 /Zr 2" 8" f 00 5/6, 2-1/4! 12" 2-1 1 w 3" .00 1" 3-1/2" 22" 3-1/:eL m �o co o A� DRAWN BY DPB - CHEC �> MF . 1 Z4: = 1 DATE. 03-- 0 -- 9 8 JOB NO FTFN - DAAWING NO Fl.—..1 ISSUE Ncll CU EE In � R fl W f m W �. O Q � cc . _ _- .....� ... 1 .Qa Q u YoYhh _z z fO to Et W n- 'r o cm ,+ z Z 0. W a W A 00 'p xafr o � , f._... ¢ W E i IvW]14D7 i I j I PROP. ::, . .4 A. EXISTING 4 CONC. -• 'av CONC. a EPDXY GROUT 1 /2" SMOOTH DOWEL @ 24" CC DETAIL N 0. N.T.S. NOTE: #4 REBAR @ 24" CC THIS DETAIL SHALL BE MODIFIED UPON ENGINEERS 3/4" PREMOLDED BITUMINOUS MATERIAL DESIGN: 12 A CONUFT 4A • • r Ci e Q d a • .. 4' SAND SELECT FILL- F F I I DETAIL NO. 4 N.T.S. y4 . s • • 4 • •,. CONCRETE PAVEMENT d • � r • • A STANDARD CONC. PAVEMENT HEADER DETAIL -----NO# 6 N.T.S. #3 REBAR @ 18 CC EXISTING BUILDING SLAB-----":: ' ' ' ' ' 'SELECT FILL • A r 3/4" BITUMINOUS JOIN SEALER 112",:� "A. x 14" LG. SMOOTH I DOIE� AT 12" C/C. -4 _r 3" Il4" R.C'%P.). I" RED OOD EXPANSION JOINT MATERIAL a, �; OR 3 6/ " PREMOLDED BITUMINOUS FELT A f w • ' d' •ea r 6" MIN. TY EXPANSION CA #4 AT 2411 E.W., EXPANSION JOINT (EJ-- ) -n N.T.S. #4 REBAR @ 241, CC • .4• r•. , •d 6" CONCRETE . -A - .• A v A .y - • SELECT {FiLL I f PAVING DETAI NO 5 N.T.S. ■�a���w�s�sr•r.rwwau�rrr ����«��s��a��as��s■ 2•-� THE 1. rlrATTnN nF [-n I LJCTI[ I+j J❑INTS & DEFORMED METAL STRW$ . MAY tt; VARIED, WITH THE APPROVAL .,-�'.: THE IJ14ECT❑R OF THE DEPARTMENT OF 1 E7 3L IC VORKS, TO SUIT THE PROPOSED CbNSTRUtTtbN METHODS OF THE C❑NiWT❑R, DEFORMED M TAL N.T.S. m . �& 91 laso 5/8" GYPSUM BOAR( /-3 5/8" METAL STUDS FINISHED FLOOR FIRE RATED 1 HR WALL UL DESIGN 465 DETAIL NO* 3 N.T.S. 3/8" BITUMINOUS JOINT SEALER 4 A 7 a .4 a ♦' f a - •' . CONTRACTION JOINT.(CJ) N.T.S. � ANUL.E PANEL ATTACHMENT 4' . 4 CONCRETE 'A" SAND :.. I I I SELECT FILL TYPICAL WALL.DETAIL ("All) N.T.S. REV. NO. I REVISED AS PER FIRE DEPT. COMMENTS 6l98 CITYOF La POK-E FIRE TRADING FACILITY TRUCK BAY 1 STORAGE FACILITY DETAILS DRAWN BY: JR DESIGN: BS APPROVED; DK FILE NO.: 95-220; SCALE: NTS DATE: 6198 MAP: 6254-C SHEET 5 OF 8 . .......... i I i Lu N II -i- '`� M y, 0w _m cr • CL „ CE W d Q a 0 w rL LL ..._ Q cn U �+ z z� LaW W C7 � � W .� mo 3 [s+ i a m pq C7 c�i a Q �W lz E^ o. .. . .. 12 EAST ELEVATION EL. 34.50 EL. 20.50 SOUTH ELEVATION 0 A t F-, W Z CD cm CU Lo ..i . • .�W.��vA. i:_.i._-...a....:..s...a.i...i--.r. �.. .�.'�',".'.4V:.s...-:-.T.s..• .:-:1�F�.:.n.=- C..ia.:.G-_v:Y•�..'w7-�i1:.:; 1iw..-L.;:. ..�,r.�c �_...1 _.... 5�1........._..�........_;.�, ±.i..a ..-........-. ram. . ...... .......,.. .... ... .... ...... _. _..,.,. .. ....... -... .x. :.. .�._....._...�aL-ser.1F. i _.._:•. _ _ — — i�:'tiiJF-rImK�uvL,�.er�..a..� c ........:. .- �a Lil U Z N sIll . �m z� �Ua m ir wo A a aCc 4 u_ W 0� Q W 00 i Is f _m FOUNDATION S-ITE GENERAL NOTE. 1l) CONCRETESHALL BE CLASS "A", 3000 PSI C❑NC, @ 28 DAYS 2l) CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA P❑RTE CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER, METERS MAY BE OBTAINED AT LA P❑RTE CITY 'HALL, 3.) CITY OF LA P❑RTE PLANNING DEPARTMENT SHALL BE NOTIFIED 48 HOURS PRIOR TO CONSTRUCTION. �'t` C'XCC'oS OIL '>I l(") ....1.-. BE SM,EAD ON SITE, 5l) LIME STABILIZED SUBGRADE (67.), THE USE OF DEHYDRATED LIME IS NOT ACCEPT— ABLE FOR SUBGRADE STABILIZATION, 6,) SUBGRADE SHALL BE PROOF ROLLED PRIOR TO STABILIZATION, ALL SOFT AREAS SHALL BE EXCAVATED TO SUITABLE SOIL, THEN BACKFILED AND COMPACTED WITH LIFTS NO GREATER THAN 8, 7,) CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 8,) CONCRETE SHALL HAVE A BROOM FINISH UNLESS OTHERWISE NOTED, 9.) SCORE SIDEWALKS AT 4' INTERVALS, 10.) STORM SEWER PIPE SHALL BE CLASS IV CONCRETE REINFORCED PIPE, BACKFILL SHALL BE CEMENT SAND UP TO BOTTOM OF AREA PAVING, ... ......... 1.) CONTRACTOR' TO INSTALL ALL APPLICABLE SIGNAGE FOR RESTR❑❑MS. 2.) MEZZANINE ABOVE RESTR❑❑MS SHALL Btu DESIGNED AND CONSTRUCTED. FOR 100 POUNDS PER SQUARE FOOT LOADING, 3,) BUILDING TO HAVE A 12' EAVE HEIGHT WITH A I TO 12 SLOPE, 4,) ANY PENETRATIONS THROUGH THE FIRE GATED WALL SHALL BE SEALED OFF WITH APPR❑VEIL FIRE RATED CAULKING, 5.) RESTR❑❑M GRAB BARS TO WITHSTAND A ;; DOWNWARD FnP,CF nF AT I FAST P�0 1 R�, rF]MPI Y N5 WITH ASTM F 44, 6.) CMU WALLS INSIDE RESTR❑❑MS SHALL 8,E PAINTED WITH A 2— PART EPDXY, SHERWIN WILLIAMS, PART A (B70—W 201) PART B (B-60 V 15) OR APPROVED EQUAL COLOR SELECTION BY CITY, 7,) CONCRETE FLOOR WITHIN THE RESTR❑❑M SHALL BE SEALED WITH A CITY APPROVED CONCRETE SEALER, 8.) METAL BUILDING SHALL BE A PRE—ENG NLERED BUILDING PER CITY OF LA P❑RTE BUILDING CODE WITHSTANDING 100 MPH WIND LOADS, 9,) CONTRACTOR SHALL INSTALL PAPER DI 0ENSERS AT REST❑❑MS, 10l) ENTIRE ROOF AREA TO RECEIVE 2" VINYL FACED INSULATION, PLUMBING 1.) FLOOR DRAINS_ IN RESTR❑❑MS SHALL BE EQUIPPED WITH TRAP PRIMERS, 2,) PROVIDE VACCUUM BREAKERS ON ALL H❑SL BIBSI J,) ALL WATER LINE ABOVE GROUND FULLY INSULATED. 4l) WATER LINES MAY BE RUN ON THE ❑UTSIDL OF ALL BLOCK WALLS, 5,) ALL HOT WATER AND DRAIN PIPING UNDERNLATH LAVATORIES SHALL BE FULLY INSULATED, 6.) WATER FOUNTAIN SHALL BE FLOOR MOUNTED,_ T) 30 GALLON ELECTRIC HOT WATER HEATER SHALL BE INSTALLED ON THE MEZZANINE, 8.) SANITARY SEWER UNDER PAVEMENT SHALL BE CEMENT SAND BACKFILL UP TO BOTTOM OF CONCRETE,�s� 9) CONTRACTOR SHALE. CONTACT THE UTILITY" COORDINATING COMMITTEE EMR THE HOUSTDN METROPOLITAN AREEA 48 HnURSI PRIOR TO CONSTRUCTION @ 23-45k7, 1l) AIR CONDITIONING / HEAT UNIT FOR RESTR❑❑MS SHALL BE A 2 TN UNIT WITH AN EVAPORATOR AND AN AIR MOVER INSTALLED HORIZONTALLY ON THE MEZZANINE. CONTRACTOR SHALL DETERMINE RETURN AIR LOCATIONS, 2,) CEILING FANS SHALL BE 56 " MOISTURE RESISTANT W/ A 265 RPM MOTOR (DAYT❑N #4c771 OR EQUAL), SWITCHES ARE TO BE INSTALLED INSIDE STRUCTURE NEAR AN ENTRY DOOR, DOORS 1.) ALL EXIT DOORS SHALL BE EQUIPPED WITH KEYED LOCKING HARDWARE COIN ONLY), 2,) EXIT DOORS N❑T REQ'D TO HAVE PANIC HARDWARE 3.) EXIT DOORS MAY NOT BE KEY TO KEY LOCKED, 4,) ALL D❑nRS SHALL BE CONSTRUCTED OF METALi 5.) KEYING [Jr. DOORS SHALL BE DESIGNATtb BY CITY OF LA P❑RTE, 6.) DOORS SHALL BE PAINTED, COD. ,,.:.INFORMATION ID CUD,L AUTHO FY CttY ❑F LA P❑RTE, TEXAS APPLICABLE BUILDING CODE STANDAR : kiLDING CODE, 1991 EDITtONE STORAGE d CUPANCY TYPE IVU CONSTRUCTION, (N❑ WO❑ ) ELECTRICAL 1.) INSIDE _IGHTING SHALL BE T96T12ED SHEILDED FIXTURES W/ APPERTURES (120 VOLT) OR EQUAL. CONTRACTOR SHALL PROVIDE COMPUTERIZED LIGHTING PLAN FOR APPROVAL PRIOR TO INSTALLATION, 2,) OUTSIDE LIGHTING UNDER CANOPY SHALL BE T96T12H❑ SHIELDED FIXTURES NON APPERTURES (120 VOLT) OR EQUAL, CONTRACTOR SHALL PROVIDE COMPUTERIZED LIGHTING PLAN FIR fIPF)Pl]VA1.. PRInP Tn INSTALLATION, 3.) PROVIDE EMERGENCY LIGHTING AND EXIT LIGHTING WITH BATTERY BACK—UP, SEE SHEET 4 OF 8: 4,) ELECT -CAL SERVICE FOR BUILDING SHALL 3E A MINIMUM OF 200 AMP SERV__CE, 5,); A FUTURE 2" CONDUIT SHALL BE INSTALLED FROM EIM,S, TO NEW SITE AND LOADED WITH PULL STRING. 6) 240 V❑, 50 AMP RECEPTICLES SHALL 3E NEMA 650. 7.) ELECTR-CAL CONDUIT MAY BE RUN ON OUTSIDE OF BLOCK WALLS, 8,) ALL OTHER RECEPTICLES SHALL BE GROUND FAULT INTERRUPTERS, 9.) HIGH PRESSURE SODIUM LIGHT SHALL BE 4C0 WATT, s Lu V) 0 CV tV I uj i 0 N a O N U w (. ,12 REV. NO, I REVISED AS PER FIRE DEPT. COMMENTS 6/98 'CITY OF LAPORTE..... CONSTRUCTION NOTES DRAWN BY: JREDESIGN.S APPROVED: DK FILE NO.: 95-2201 ql-i fIA /98 MAP: 6254TC SHEET 7 OF 8 a o w Cll z I£7 Er rm 7 u w Z a C a • a u co c w F � D 0 a t: o C3 tLl cc 4 0 LL Q W . . . .. ... .... F w L cu ' U IT1 z W CL Ir _= 0 m _ F I {7j1 P r �WJ r� m _. x a CL B d A Q 113 to . a 3 .N P- U) (7% A' ' j r • • d' • r $ • • a, 4. a . • r •. r. • • Q • r Ar. a, ` • • • . ar'.• 4 4 ♦ 'r E° - • \4• •- r•i.. a -r4 a • a' - y . •. A a • 9 4 s g. 4-- rr •.' » d. fir` a -re °.a �' .• • a BENHIAARK INFORMATION: - I - . d + _ .+ . •- ' • • •a • 4 �. LLCNT POLE _ k - • - •SET T.B.M. O 1+OOs�' • •• • • ° a °?� . U G ELECTRIC 4 - + ° CDR. CONC.. &LEV. 9.39 r : r r 1 + r • r„ •d • 1 +SO a. .r • , /7t+00 p r r • : r ' 2+SO 3+00 qi - • r r— ExlsRrgG 4 o . • + 4 • ° • ..• .d . • . » EXISTING SWALE - SWALE .i . 4 • - • • 4d - Li'lull" . ! ING OOUBI-f 4 •. ♦ ° d . I - 1/2' TREE BEGtN PROP. V CURB 10' RAD , w •' ' - r SWING CATE A I CONC. o1TCH •' '4 •- :a- a, PROPOSED ,q. 4 ' ''4 4 ... a -a.'. C.L.0 •. r - •+ 4 I E'XISTINO -�• • • ° ° ' a a or [[[ BOLLARDS PAVEMENT41 • ,•.- •I ii FACE HYDRANT SOUTH • r • • WATiR� METER 4 d•r ° ... _ - •a • a I 2'x2' BLACKOUT e' 8' WAT LLN p a _ _ —_ r �4, , _ � H.ee��g£CC-- yyyy���� may"" "�— _ • 2' ComwT BOLLJUt • Ot ERGRO D& ELOLY PIPE a gg ►' f • ► SERVICE p I . 2" WATER LINE PAYINQ �LFRflltif. UP PROPOSED PAVEMENT • DISCONNECT IgNpT�C �A�3�x�3�p�BLOC�KA+O��UT 6' CONCRETE WITH 8" LIME I n' I -f o ► "^ ' �'°`'� FUTURE ffi PR0.tECi. STABILIZED SUBGRWE r D n f] a K 7' SON. 40 PIPE �g ♦y r :p ! I 13 . -` ► x••Q�. ,q� ,0� 3 ,bR ,�4 ,ti III ,� n L* .0 a' - .• , ► '+ •. ► i r a+, r • it1 I • }� m x III ►. x 4(a a • D p Dj d4' lI �` i • s j p 6,p. r ►,.r. •,- a►. r L '. 1,:. ;s r • a r + i ?� ..#y4 BARS a • r 32Q12ED 5 RC IIi 1b • • � • � > p r a' t �� f >. r :' r'a f a � 4 �\� • ► • s � •b�� I � 9 9 �9. fig. � � N a► �Q . , r . ►. b •, f tih � • •�* r • ' da 6 LLGNi POLE U/G ELECTRIC FUTURE \ a ! } 6 LANDSCAPE TIMBERS SEE WSET POLE ?^ PROP. 9' THICK CONCRETE ti'-O• 01 PARKING - g b• .......,... ,�-__.... E r....... ..,.._ PROP.rt DRCN^-^-X� �E ..-T LIGHT PO LOT p r EXISTING' >- -- _ �. ..� of DITC E - _ E _. * REMOVE LINED DITCH y-p• DITCH PAVEMENT ' . I EXISTLNG SWALE * X • ,\ —I , ` . ._ _ REOiRECT SWAGE T4 C.L.OF PROP. CONC. DITCH _ __ _ ` — — , _ a +• r 4 • p�btoy r 1a • r I. T6.9L} E _ U/G ELECTRIC _ E ^ — E _ '— � E _ • ° r. r ! 4 j$ s' ► p• \� ? OSPOIL PILE • » a » r. 4 d f • ► a ; ) ,A9 £ E 1q• 1�� ,q,1 ,q0 10 " • °.a. SPILLYjAT • r 3 .... �I Ix x. ► 9i'`> E 1q6 000000 0° p a 0 0 0 o p a°oG vEt ,'1cT .O O a 0 0 0 0 o o o°o°o p° 4f a �9 0 r pa r WATER METIER ° �} / p p 0 • ' • • ` — -- - 1j •' \\ *� a°o O°O o a a a o p o 0 o Q ao 0000 oV0 0 0 0 0 a a 0 0 0 p Oa °O 4. • •. ..Y r � � • r' A• ,,--a STORMWATER q r A z I r 4' S10I WAL]i� F.F. DETENTION • 19.97 • - > - I� .. -•, -4 a .. POND :. SLiOpT ► . FIRING RANGE u r HOUS �.� r~ ` ° 4 4 I ♦.. r . v I G jI 1 • 4 • 'o i ! Q ► p • 4 lE LI • r.. a ♦. D a FENCE E .....� N � � .r.� -// ^^^N ��• H /. '.....""...... ��i1 H .. /�"'""'•""�H N �♦ N �^_..!"'..H N =N H N Y.• /....- N /. ^N N H I.'.... ...� TH �H T- /= N ��I/ ^^•.•••�•N � // H H T/I ^""'•'""'�.I/ �""'_II �y // •^^.�� BROOM FINISH 2, _ 0, 1#4 @ 24" 0.C.E.A. 6" CONCRETE PVMT 6" LIME STABILIZED SUBGRADE TYPICAL SECTION N.T.S. 6" STEEL PIPE w/ CONCRETE CAP 9" �---- PAINTED OSHA YELLOW 3' MAT. GND. CONC. 1211 ��' 3' _T BOLLARD DETAIL N.T.S. 0'-6fl s � --- 6" CURB VARIES U CROSS SECTION "A -A" N.T.S. NOTES. 1. DRILL AND DOWEL INTO EXISTING PAVEMENT. (SEE DETAIL) 2. INCINDENTAL ITEMS SHOWN ARE TO BE INCLUDED IN UNIT PRICE BID FOR 6" CONC. PAVEMENT. LEGEND XR�Q EXISTING ELEVATION ,�6 x PROPOSED ELEVATION xI.E.16.90 INTERIOR ELEVATION PROPOSED PAVEMENT - 4 EXISTING PAVEMENT � 41--0" 4'-0" 0'-4" CROSS SECTION "B-B" 4 EDGE OF DETENTION POND F VARIES REV. NO. I REVISED AS PER FIRE DEPT. COMMENTS CITY =F LA PORT L 0 co M N N uj cn N N 0 0 0 N 1-11 U) F_ u IaJ 0 t1 FIRE TRAINING FACILITY BENCHMARK: "Xi1 CHISLED ON LIGHT POLE CONCRETE AREA PAVING FOUNDATION LOCATED 100 FT. NORTH OF FTF ENTRANCE ELEV. 21.44 DRAWN BY: JR DESIGN: BS APPROVED: DK F14E NO.: 95-2201 A.Ea I20' DATE* 6t98 MAP:624-C 8 OF 8 �