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HomeMy WebLinkAboutSYLVAN BEACH PARK PIER (2)Note; Utilize i=xlet ins kited Gonstr�ction �.cces� on Bc�yshore Drive Note; Temporc�ry fence Construction Yard AreGl II N Q m X N C 0 43 IL s 'my v a n $ e a c h 1 L a x a s INDEX TO DRAWINGS 1. A-0 COVER SHEET ARCHITECTURAL 2. A- 1.0 OVERALL PLAN 3. A- 1.1 ENLARGED PLAN 4. A- 2.0 SECTIONS - DETAILS (0) 5. A- 2.1 SECTIONS - DETAILS (1) 6. A- 2.2 SECTIONS - DETAILS (2) 7. A- 2.3 SECTIONS - DETAILS (3) 8. A- 3.0 ELEVATIONS 9. E- 1.0 ELECTRICAL (1) LINE DIAGRAM AND LOAD ANALYSIS & LIGHTING PLAN 10. E- 1.1 ELECTRICAL (1) LINE DIAGRAM AND LOAD ANALYSIS & LIGHTING PLAN Site Location Plan [a r Mavor & City Council Barry Beasly - Mayor - Ron Bottoms - City Manager - John Joems - Assitant City Manager - Dawn Anderson - Secretary - Melisa Lanclos - office Manager - Vacant - Council Member at Large "A" - John Black - Council Member at Large "B" - Michael Mosteit - District "1" - Chuck Engelken - District "2" - Daryl Leonard - District " Y - Tommy Moser - District "4" - Louis Rigby - District "5" - Mike Clausen - District "6" - Stephen L. Barr - Parks & Recreation Director - 3 Sylvan. , Pier porte, Texas PORTERFIELD NORTHRCHITECTS, INC. A.I.A. 1EAGUE CITY, TEXAS 77573 :t 281.316.6920 fax r O: NO. •'O• AD DATE i •- • SHEET • OF: 1 ELEVATION 24" Concrete 5onotube Each 51de of Existing Concrete Halk (Farside) I' ! i I New Concrete Base I;I for Conc. 5onotube So- ea. Side of Conc. Halk/ey Existing Concrete Hallk Landing Shall Remainit 9v a Existing New Concrete Base 5ee General Gonstruction Notes: All Hood No.#2 5YP or Better w/ Weather Screen Gooting. 3" x 5' Treated Blockin I I DOwnItO Exist Gon Stainless Steel Quick Bolts 1/2" H/4" Embedment - 3" x 5"Treated (.60 GGA) Goncrete Base Around Stub Pile In Foreground Beyond 5tone Rip Rap PIER ENTRANCE SECTIC SCALE 1/2 IT = 1 / , OTT SYLVAN BEACH PIER- - OVERALL PLAN - ELEVATION �(2) 2"xb" Flat Cleats EoIl. 5pocing (5ee Plan) 5mre w/16d 5tainles55teel 316 Ring Shank Nails 3 x 3 x 8" (HDG) Metal Bracket I/4 Thickness w/ 3/4 Bolts Hot Dipped Galvanized (2) 3"x8"5 .60 GGA 5YP Hith (2) 1/2" � 516 55 Bolts or (2) 5/4" d Hot Dipped Galvanized Bolts l` Tex 12" Butt A 30' Pilings M.H.T. I— _ M5L 0.0' - OVERALL ELEVATION - - LOOKING NORTH - SCALE 1 " = 401. O" 4' 5ECURITY HING5 AT45" BACK BRACE TO HANDRAIL 0 ry 2" 5CH. 40 PIPE FRAMING- 9 GA. BLACK VINYL HOT DIP GALVANIZED GORE NOM. 12' PILIN65 5ET IN CONCRET E 0 0 0 d) 1 5/' BACK BRACE H/2 51b X 1 50' ER CLAMP AND 1 5/,5" 5TEEL IH RE CUP AND GALV 5X5XI/4 ANGLE GATE LATCH 5/4" .l-BOLT LAG -HINGE HOT DIP GALV: K/5/4X2 50 FEMALE HINGE (TYP) DROP ROD A55EMBLY TRANCE GATE SCALE 3/8" = 1' - O" > (4) #45 Vert. / � �ori�ontal Z*_511 x � T2w--� t--reated �IockinliesI�°®�Bolt Pile to 24" Concro T( n®tube • ... 4. Slope Pier Deck From ailing 5 A=E3 Station @ Elev. ,5.0' 9 I Down to Exi5tin Con(,rete Wal� Elev. 5.0' Not to Exceed 5 ILI �•. ;' '• .:.,. ;' 1. 7 I `^ I I I I I I I I I I I i I I I I I I I I I I I I 1 I I I I I i t Z I;I,1 I I I I I I I I I I I I I I I 1 I I I I I I I I i I 1 i I I I I I I I 24" Goncrete 5onotube °°CL • .:.::':: `' r I I I I I 1 I I I 1 I I I I I Each Side I I I ----- I i I I 1 I I I I I I ,I: L- II II II II I I I I II II 1 � � k t'. z ¢I >6_ • T'. lad • #-:�<'::;::; If II I I I I it it ii II I I I I II II II II I I I I II II I I I I II II °, II II II II N - i ,;.�:•.:;• Y ;�.. I I I 1 I I I _I I I I I I I I I I I i I I I I I I I I I I I I I I i I a♦ ..H- I''p-0 ' I I I I I I I I I I 1 1 I I I I Exl5ting Goncrete Wald It; I.I II I it II ii II I I I I I I I 1 I I I I I i i I i I I I I I I I ° "�� � y• L� i �i: ' I I I I I I 11 B:_a: Ile I' I• ' I I I I I I I I 1 1 I I I I I I i m 2" 2 2: . -721" _ 2:78-:: 2'-75-` 2:_7 _75: 2'-716" 2, _7_1 _ 2: ��:: O' 1iO :a• — ' d Stone Rip Rap PIER El NTRANCE DETAIL f L C I D ( )A 31 SCALE 1/2 TV = 1 ' - OTT EA 0 N TI Cg ELEVATION 2'-721 " 1 t+cl"d•�di . Sylvan BeachPier Laporte, Texas L moll / 1 RCHINEC O. 1EAGUE CITY, TEXAS 77573 :i 281.316.6920 fax • r r I I N_ U) m X N 0 ++ C C n m PULL NEW 4#2THWN+1 #4THWN GR. f578'-O" THROUGH EXISTING 2" P.V.C. VIA THREE PULL BOXES TO "Cl" & "C2". SEE ONE LINE DIAG. AND ARCHITECTURAL SITE PLAN. LP-1.3(VC1) LP-1.3(VC1) (TYPICAL AT 27 POLES) 2 FIXTURE TYPE "B" FIXTURE TYPE "A" GALVANIZED R.M.C. FROM THIS POINT ON USE LIQUIDTIGHT FLEXIBLE METAL CONDUIT TYPE LFMC APPLETON TYPE FDC BOX W/MOUNTING LUGS SURFACE MT. CONDUIT W/ SUPER STAINLESS STEEL CLAMPS 3'-0" O.C. USE SUPER STAIN. STEEL WOOD SCREWS. NEW WOOD POLE - RE: ARCHITECTURAL L LP-2.4(VC2) FIXTURE TYPE "B" LP-2.4(VC2) FIXTURE TYPE "A" RE: ARCHITECTURAL DETAILS FOR EXACT LOCATIONS AND METHODS OF SUPPORT FOR RACEWAY UNDER PIER. NEW 40OW METAL HALIDE LUMINAIRE AND MOUNTING BRACKET. RE: LIGHTING SCHED. m 0 (V e � 6.61- op° APPLETON TYPE o FDL BOX WITH MOUNTING LUGS 00 TYPICAL POLE DETAIL NO SCALE --6�(TYPICAL) LP-1.3(VC1) FIXTURE TYPE "B" LP-2.4(VC2) FIXTURE TYPE "B" FI XTUOR SS I -ALL FIXTURES FROM THIS POINT TO THE END OF THE PIER ARE 208V. FIXTURES. LP-1.3(VC1) LP-1.3(VC1) -7 LP-1.3(VC1) LP -1 yC1) LP-1.3(VC1) LP-1.3(VC1) FIXTURE TYPE "C" FIXTURE TYPE "D" FIXTURE TYPE "C" FIXTU TYPE "D" FIXTURE TYPE "C" FIXTURE TYPE "D" 1 • - • • i • i Z • - i i i • • T • -I i • i • i 1 • - • • T i • • ]- i • • T i • i 7 • - • • r LP-2.4(VC2) LP-2.4(VC2) LP-2.4(VC ) 208V. FIXTURE TYPE "D" FIXTURE TYPE "C" FIXTURE TY E "D" FIXTURES LP-2.4(vc2) � FIXTURE TYPE "C" Sylvan Beach Pier - Electrical Plan - SCALE 1 " = 40' - 0" LIGHT FIXTURE SCHEDULE ELECTRIC SYMBOL LEGEND NOTE: ALL SYMBOLS MAY NOT BE USED. CONDUIT RUN CONCEALED IN WALLS OR ABOVE CEILING, HASHMARKS INDICATE NUMBER OF WIRES (2 #12 UNLESS NOTED), ARROW INDICATES HOMERUN TO PANEL. Z INDICATES GROUND WIRE. USE #10 AWG WIRE FOR 20A. CIRCUITS IN EXCESS OF 100'-0" TO FURTHEST OUTLET. CONDUIT RUN CONCEALED IN FLOOR OR BELOW GRADE. WIRING SAME AS ABOVE. R.M.C. CONDUIT RUN EXPOSED, ROUTE PARALLEL OR PERPINDICULAR TO STRUCTURAL FEATURES, WIRING SAME AS ABOVE. SEE SPECIFICATIONS. PARTIAL HOMERUN, WIRING SAME AS ABOVE. Q JUNCTION BOX. SEE SPECIFICATIONS AND KEYED NOTES. 20 AMP,120V DUPLEX RECEPTACLE MTD. AT 18" A.F.F. TO TOP U.O.N. SINGLE POLE SWITCH. 48" A.F.F. TO TOP U.O.N. C CONTROL SWITCH. 48" A.F.F. TO TOP U.O.N. LIGHTING OR POWER PANEL. ® DISTRIBUTION POWER PANEL. ❑� DISCONNECT SWITCH MOUNTED AT 6'-0" A.F.F. TO TOP. MAGNETIC MOTOR STARTER. PREWIRE DEVICE. MAKE CONNECTIONS AS REQUIRED. (B.T.C.) W.P. WEATHERPROOF. A.F.F. ABOVE FINISHED FLOOR U.O.N. UNLESS OTHERWISE NOTED. G.F.I. GROUND FAULT CIRCUIT INTERRUPTER VC1/VC21 VIA CONTACTOR C1 OR C2. PIER LIGHTING CONTROL COMPONENTS ITEM DESCRIPTION LOCATION MFGR. MODEL NO. REMARKS �C1 SPDT CENTER OFF MAINTAINED CONTACT INSIDE HUBBELL 1381-1 SEE NOTE 1 15 AMP CONTROL SW. SPDT CENTER OFF �C2 MAINTAINED CONTACT INSIDE HUBBELL 1381-1 SEE NOTE 2 15 AMP CONTROL SW. TS 3OA/2P/N.O. 7 DAY/ OUTSIDE INTERMATIC ET1725CR 120VAC CONTROL N3R PROGRAMMABLE ON WALL ELECT. TIME SWITCH W/ BATTERY BACK-UP PC 120V. PHOTO SWITCH OUTSIDE INTERMATIC K4221 - SOFFIT C1 60A/2P/240V/NEMA1 INSIDE LTG. LIGHTING CONTACTOR CONTROL G.E. L41202AAZ 120V. CONTROL ENCLOSURE C2 60A/2P/240V/NEMA1 INSIDE LTG. LIGHTING CONTACTOR CONTROL G.E. L41202AAZ 120V. CONTROL ENCLOSURE R 120V 2P/N.O. CONTROL INSIDE LTG. CUTLER RELAY CONTROL HAMMER TYPE AA NEMA 1 ENCL. ENCLOSURE NOTE 1: PROVIDE SUPER STAINLESS STEEL ENGRAVED PLATE WITH 3/16" ENGRAVED BLACK FILLED LETTERS TO READ "PIER LIGHTING NORTH" & "AUTO" "OFF" "ON". NOTE 2: PROVIDE SUPER STAINLESS STEEL ENGRAVED PLATE WITH 3/16" ENGRAVED BLACK FILLED LETTERS TO READ "PIER LIGHTING SOUTH" & "AUTO" "OFF" "ON". PIER LIGHTING NORTH AUTO OFF ON KEYED NOTES: SAMPLE CONTROL SWI TCH PLATE 0 4#4THWN+1#6THWN GR.- 1-1/4" R.M.C. 2#8THWN+1 #10THWN GR.- 1/2" R.M.C. 0 4#6THWN+1#8THWN GR.- 1 " R.M.C. 0 2#6THWN+1#8THWN GR.- 4 3/4" R.M.C. 0 4#2THWN+1#4THWN GR. UNDERGROUND IN EXISTING 2" P.V.C. O6 APPLETON TYPE FDB-2GL CAST 2 GANG MALLEABLE IRON BLANK BODY WITH MOUNTING LUGS DRILLED AND FITTED WITH 1-1/4", 1", 3/4", OR 1/2" AS REQUIRED BY APPLICATION BRAZED MALLEABLE IRON THREADED HUBS AND MALLEABLE IRON COVERS WITH NEOPRENE GASKETS. FINISH SHALL BE TRIPLE COAT ZINC ELECTROPLATE, DICHROMATE, AND ALUMINUM POLYMER ENAMEL. A WIDELITE #M-FP-400-B-24OV-DF-PS-SATIN ALUMINUM FINISH. MARINE TYPE, CAST ALUMINUM CUT OFF LUMINAIRE WITH MEDIUM DISTRIB. REFLECTOR ASSY, 240V. DOUBLE FUSED PULSE START BALLAST, GASKETED TEMPERED GLASS LENS ASSY. CORROSION RESISTANT HARDWARE, SATIN ALUM. FINISH, 40OW CLEAR METAL HALIDE LAMP & #PM-1 MOUNTING KIT FOR WOOD POLES. B WIDELITE #M-FP-400-C-24OV-DF-PS-SATIN ALUMINUM FINISH. MARINE TYPE, CAST ALUMINUM CUT OFF LUMINAIRE WITH WIDE DISTRIB. REFLECTOR ASSY, 240V. DOUBLE FUSED PULSE START BALLAST, GASKETED TEMPERED GLASS LENS ASSY. CORROSION RESISTANT HARDWARE, SATIN ALUM. FINISH, 40OW CLEAR METAL HALIDE LAMP & #PM-1 MOUNTING KIT FOR WOOD POLES. C WIDELITE #M-FP-400-B-208V-DF-PS-SATIN ALUMINUM FINISH. MARINE TYPE, CAST ALUMINUM CUT OFF LUMINAIRE WITH MEDIUM DISTRIB. REFLECTOR ASSY, 208V. DOUBLE FUSED PULSE START BALLAST, GASKETED TEMPERED GLASS LENS ASSY. CORROSION RESISTANT HARDWARE, SATIN ALUM. FINISH, 40OW CLEAR METAL HALIDE LAMP & #PM-1 MOUNTING KIT FOR WOOD POLES. D WIDELITE #M-FP-400-C-208V-DF-PS-SATIN ALUMINUM FINISH. MARINE TYPE, CAST ALUMINUM CUT OFF LUMINAIRE WITH WIDE DISTRIB. REFLECTOR ASSY, 208V. DOUBLE FUSED PULSE START BALLAST, GASKETED TEMPERED GLASS LENS ASSY. CORROSION RESISTANT HARDWARE, SATIN ALUM. FINISH, 40OW CLEAR METAL HALIDE LAMP & #PM-1 MOUNTING KIT FOR WOOD POLES. H 15/1 - LP-5 120 VAC Gm PHOTO SW. "PC" CONTROL RELAY "R" R ON C1 OFF TS R NORTH AUTO C1 TS `; R AUTO C2 y $C2 OFF TIME SWITCH i SOUTH ON TS ALL CONTROL WIRING SHALL BE #14 TW. SEE PIER LIGHTING CONTROL COMPONENTS SCHEDULE. PIER LIGHTING CONTROL DIAGRAM NO SCALE ELECTRICAL SPECIFICATIONS LP-1.3(VC1) FIXTURE TYPE "D" LP-1.3(VC1) FIXTURE TYPE "C" LP-1.3(VC1) FIXTURE TYPE "D" 'E "C" T- 7 TT-/ Tom' . LP-2.4(VC2) LP-2.4(VC2) LP-2.4(VC2) LP-2.4(VC2) FIXTURE TYPE "C" FIXTURE TYPE "D" FIXTURE TYPE "C" FIXTURE TYPE "D" LP-2.4(VC2) FIXTURE TYPE "D" CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID DATE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING INSTALLATIONS. DETERMINE THE EXTENT OF NEW WORK TO PERFORM THIS CONTRACT. NO ALLOWANCES WILL BE MADE FOR FAILURE TO COMPLY WITH THIS REQUIREMENT OR LACK OF FAMILIARIZATION WITH EXISTING INSTALLATIONS. 1 ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, LOCAL BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL ORDINANCES. 2 ALL MATERIAL SHALL BE NEW, UNDAMAGED, AND UNBLEMISHED EXCEPT AS NOTED. 3 OBTAIN ALL PERMITS REQUIRED TO DO THIS WORK AND PAY ANY FEES REQUIRED FOR SUCH PERMITS. 4 ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE TIME OF OWNER ACCEPTANCE. WORK OR EQUIPMENT FOUND TO BE SUB -STANDARD OR FAULTY SHALL BE CORRECTED DURING THESE PERIOD AT NO COST TO THE OWNER. LAMPS ARE EXCLUDED FROM THIS GUARANTEE. 5 ALL WORK SHALL BE GROUNDED TO COMPLY WITHOUT EXCEPTION WITH ALL PROVISIONS OF ARTICLE 250 OF THE 2008 EDITION OF THE NATIONAL ELECTRICAL CODE. 6 PROVIDE TEMPORARY SERVICE AS REQUIRED FOR CONSTRUCTION POWER AND REMOVE SUCH TEMPARY SERVICE WHEN WORK IS COMPLETE. 7* ALL EXPSOSED RUNS OF CONDUIT SHALL BE SCHED. 40 GALVANIZED RIGID METAL CONDUIT (R.M.C.). ALL UNDERGROUND RUNS OF CONDUIT SHALL BE BE SCHEDULE 40 PVC 24" BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 8 PROVIDE SUPPORTS FOR ALL PIER RACEWAY WITHIN 36" OF EACH OUTLET BOX AND NOT TO EXCEED 8'-0" ON CENTER. RE: ARCHITECTURAL DETAILS. 9 ALL WIRE SHALL BE COPPER, NO WIRE SMALLER THAN #12. FEEDER WIRE SHALL BE THWN INSULATED. ALL WIRING SHALL BE COLOR CODED IN ACCORDANCE WITH THE CITY BUILDING CODE. 10 CIRCUITING: ALL BRANCH CIRCUIT WIRING SHALL BE AS NOTED ON THE PLANS. 11 LIGHTING FIXTURES: CONTRACTOR SHALL PROVIDE LIGHTING FIXTURES AS SPECIFIED ON THE PLANS. ALL FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS AS SPECIFIED ON THE DRAWINGS. 12 CLEAN UP ALL DEBRIS AND REMOVE FROM JOB SITE ON COMPLETION OF WQRK. LP-1.3(VC1) FIXTURE TYPE "D" LP-2.4(VC2) FIXTURE TYPE "D" EXISTING PANEL LP SCHEDULE * 120/240 VOLT 1 PHASE 3 WIRE 200 AMPS E MAIN BRKR. ❑ M.L.O. SURFACE MNT. ❑ FLUSH MNT. LOCATION: NOTE: ALL BKRS. TO BE 20 AMP UNLESS OTHERWISE NOTED. WIRE TO BE #12 U.N.O., LUGS TO BE SAME SIZE AS CABLE FEEDERS. ALL BKRS. NOT LOADED TO BE SPARES. CKT N0. DESCRIPTION VOLT- AMPS CKT BRKR PHASE CKT BRKR VOLT- AMPS DESCRIPTION CKT N0. 1 PIER FLOODLIGHTS 3150 40 40 3150 PIER FLOODLIGHTS 2 3 SEE PLAN. 3150 40 40 3150 SEE PLAN 4 5 1 REC. 180 SPARE 6 7 ISPACE SPARE 8 9 SPARE 10 11 SPACE 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 SUBTOTALS 6.5 KVA KVA 6.3 12.8 KVA e 240V. = 53 AMPS * PANEL IS EXISTING; PROVIDE NEW BRANCH BREAKERS AS SHOWN. ELECTRICAL LOAD ANALYSIS VOLTAGE: 120/240/1 0 OCCUPANCY: PIER LIGHTS AREA: N/A LOAD DESCRIPTION LOAD KVA LOAD FLA A B C N EXTERIOR LIGHTING X 1.25 15.8 66 - 66 - 1 REC. 0.18 0.8 - 0.8 - TOTAL 16 66.8 1 66.8 1 - EXISTING SERVICE RATING 3 0 - 200 - 200 200 C1 C2 NEW CONTROL SWITCHES TO BE LOCATED AT BAIT CAMP CASHIER COUNTER. (f60'-0") PC PHOTOCELL AT SOFFIT 5#14TW+G. IN AIM NORTH 1 /2"C. EXISTING C1 C2 LIGHTING CONTROL TS RO ENCLOSURE N3R GFI LP-5 PROVIDE AND INSTALL ` PLYWOOD BACKBOARD EPDXY PAINTED FOR MOUNTING NEW LIGHTING CONTROLS IN EXISTING ENCLOSURE EXISTING PANEL EXISTING 120/240v./1 0/200 AMP OVERHEAD SERVICE DROP TO EXISTING WEATHERHEAD EXISTING 3#3/0 THWN- 2"C. LP N . EXISTING N3R METER TO REMAIN WESTINGHOUSE #76761797 EXISTING 3#3/0 THWN- 2"C. EXISTING #4 GROUND PER N.E.C. F EXISTING 3/4"0 X 10'-0" COPPER CLAD DRIVEN GROUND ROD PULL NEW 4#2THWN+1#4THWN GR. f578'-O" THROUGH EXISTING 2" P.V.C. VIA THREE PULL BOXES TO PIER. SEE ELECTRICAL PLAN FOR CONTINUATION AT PIER ONE LINE DIAGRAM NO SCALE Sylvan Beach Pier Laporte, Texas moll !nANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax D J OF 9R. l_ PA&K ... �� c0410 .............. ��. sS�orvX� 'E� Revisions NO. DATE DESCRIPTION J 0 B NO. 090929-029 CAD NO. DATE 01 /25/10 SHEET NO. 10 OF: 10 E-1.1 II N 0 m X C 43 L IL n 71W 400-Watt 400 Vat 0Wa{t400Wat40Q Lit Fixture Watt Li t 40 - tt h0 V�aLi Liq t Ixture Metal Haiid� Luminaire Li M�tol t ix ure Halide Luminaire jL40i M�tal t Fix ure Halide Luminaire M tal Halide Luminaire M�tal ix ure Halide Luminaire Metal �ReE Halide Luminaire Ref. Ele�trical� Sheet # 9 E-I.0 Ref. Electri4al Sheet # 9 IE L0) Ref. Electrirl Sheet # 9 E-1.0) Ref. ElectricalRef. Sheet # 9 E L0) Electrical Sheet # 9 E-1.0) ElectritE /// Sheet # 9 E-1.0) A8 ELEVATION ° B8 ELEVATION SYLVAN BEACH PIER - OVERALL ELEVA-riC)N - - LOOKING NORTH - SCALE 1 " 40' . O" SYLVAN BEACH PIER ELEG?"RICAL PLAN SCALE 1 IT = 407 - O" Metal Halide Luminaire W. Electlyial Sheet # 9 1E-1.0) Metal Halide Luminaire Ref. Eledri(4al Sheet # g (E-1.0) Ref. Electriyyal Sheet # 9 IE L0) P_27 0 P- 1 LP-26 07 IMI® e a Q } t11 UI G8 ELEVATION W Flathriinl IN WaNd - ®IGP �EE I •. ! III- ., � . •I , 111' -. � I •I ; III- ', � I •, ! III' -. � -- I •I' 11I- -I I� � I 11. � — I •. ..,' '. � I I L. 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'L`2f' enac .. �t' .. c�c"n ., .. +L�.Sn'cneC'L1c ......... _I_!•__ s�erz�c��r�s"�c �� �e..�n�.@naer�cez���c:�=��e":"�.-..r.,r-nanancr�c�rc�_��e_:-.� i ' I V! I 117 I lil' I /fl I I SL' I Ji I 71 � iy 1 Afi.ZG. LLL.VHIIVIY n �A Dia. Exi!5tine Under Ground Elextrlcal G®nduit Approximately 600 LF. ' 16 � 20 , Light Fixture 400-Watt 24(, e Metal HalidLuminalr Ref. Electrical 11 ( Sheet # 9 (E-1.0) 24®Y , Service Tota 1 518' 162 I LP-25 LP-2 �G8 ELEVATION I Light Plxture 400-Watt Metal Halide Luminaire Ref. Electrical Sheet # a (E-1.0) YPICAL LIGHT FIXTURE ELEVATION DETAIL SCALE 1 " — 40' - O„ IeG�I`'IGG( I Ight L)Ie $- 1._.OGCIt1O►Pie� Stations "A" Light Poles 5tations "B" Light Poles 5tations 'C' Light Poles 5tation5 "0" Light Poles Stations "0' Light Poles Stations "H" Light Poles. Stations ".I" Light Poles 18A LP-2 12 LP-1 133 LP-22 @D LP-26 3 LP-25 33 LP-23 LP-24 30A LP-4 24 LP-3 42A LP-6 36 LP-5 54A LP-8 48 LP-'7 66 A LP-10 (gis LP-9 78 A LP-12 72 LP -II 90 A LP-14 (RP LP-13 10 A LP -lb (gP LP-15 11 A LP-15 108 LP-1-7 12 A LP-20 120 LP-Ici 9 LP-2'7 312 LP-21 Total Light Poles ® °A° stations II Total Light Poles ® °B° stations II Total Llght Poles ® 06, stations I Total Light Poles ® °D° 5tati7 I Total Light Poles ® •64 5tations I Total Light Poles ®°H° 5tations I Total Light Poles ® V 5tati07 1 Total Light i='ol�,-s = -2-7 Sylvan Pier SYLVAN BEACH PIER EL.EGT'RIGAL PLAI`I - SCALE 'I �T � 40T . Oy' I11111� II.II��II•I .IIIIIIIII.��. SylvanTMA „ Beach Pier -Laiporte, Texas moll 0 5 ,. ••- 565 FM ARCHITECTS. INC. A.I.A. NORTH TEXASLEAGUE CITY, :::: 281.316.6920 fax RevisionsD. • . JOB NO. OqOq2q-02q A1 NO. DATE • •' • SHEET NO. • N Q c 1 i 1 1 Lio> Flixtureal LP-24 ! Sheet # 9 of q (E-1.0) 1055'_ „ _ :_ " - _ LP- 23 Light Poles 5ta gered Lp_ 1 ght Poles 5ta ered LP- 3 Light Poles 5ta ered LP- 5 Light Poles 5ta eyed Lp 7 . Light Poles Sta eyed LP- 9 -T' LP-11 Light Poles Sta eyed LP-13 Light Poles Sta eyed LP-15 Light Poles Stag eyed L -17 Light Poles 5ta gered Lp- i9 Li ht Poles Sta gered . LP- 25 ]x ure fixture Ix ure i ri Ix ure Ix ure I ]x ure i ri Ix ure Ix ure i a ure ix ure i Ix u Z LP-2 t Light fixtures LP- 4 Light Fixture Sheet # 9 of 9 (E L0) Sheet # 9 of 9 (E L0) LP- 6 Light Fixtureb LP- 8 Light Fixture LP-10 T Li r t Fixture Sheet # 9 0 9 (E L0) Sheet # ((��o''r''�� Ip j # 9 g�9{� I�) �L..f"il LP-12 Light Fxture LP-14 Lig t Fixture Sheet # 9 of 9 (E L0) 5heet # 9 of LP-16 Light Fixture q' 9 (E-L0) Sheet # 9 of (E L0) LP-18 t Liot Fixture LP- 20 Light Fix1:16ture W Sheet # 9 of 9 (E L0) to Sheet # 9 of LP- 26 � V Y �RALL� It ( Iectrical �— LP-22 t fixture � SCALE 1 " _ 0 - O" i et # 9 of 9 (E LO) LP- 27 - 1xy tNea Y]tll dLrlrCe Y2d i'h5a' umMtaLsima aiarfParr t Y<'.d W�INLetNe Yc�atvJAe dEJor !l'.d l�KroWrtaFe YcV4rtYme .r1�arIorrl Wed w�luMta 1k"tm Po'�.w'Irtete M2dLetoFe , ial LP-27 LP i LP v " LP LP LP ' LP to LP LP LP P- 0 P- 1 qq I I I [rri P- 2 P- 3 P- 4 71 P- 5 6 P- 7 P- 8 ` P- 9 tt P- D P- It LP-26 B 6 9 -E 0 E ®-E ® B B ®®-E B y ® B �� ® ® 0 �® B 6 =.P®-E B ® 9 PE E®� 9®-E B ® ® ®®�E 9 ®� 3_® 36®•c ®c t2 ]8 24 30 36 42 48 54 60 66 72 78 84 90 96 0 1 2 2 3 3 c 3 e 3 As Bs OVERALL ELEVATION Cs ELEVATION ELEVATION ~ LOOKING NORTH EAST " ELEVATION SCALE 1 " = 40' - O„ a # Center Lin Tee Head ' i I 1 I Light flat I ( I 400-Watt , Mortal Hap ' I ught IHt aZZ I , I 400-Watt Metal Hcllda LYIIp V. At End f sin Pier I Llot PI#or e 400-Watt Slope Pier Deck rom Piling 48 A-B Station @ Ele. 50 Down to Exist Gon ete Walk m Elev. 6.0 Not to Ex eed 50 I rsa1 elan I Shea! 1 Ra,. alaatrlaal I Sheet a 9 rG-1.0) Metal Hallda U.Va I Ret. Elaatrleal `F YY 11 fff LP-21 I L i EUMI I LP-26 I ' I I I I I - -- — — — — I 1 lx I Existing Concrete Walk b a a�-- 8 Bulkhead ems. l eIt ' 1 ( I ' ' ' ' —�---- '----�---- '------- '--------- 6A ------ �q �A �A I 44 A �A 4A 11 A 12 A 131 A 31 ? A --------- 33 A 13 A 3l 5 As B8 GS ELEVATION " A, ELEVATION " B '" ELEVATION ELEVATION ' C " ELEVATION ELEVATION SCALE 1/4 IT = 1 ' - 017 SCALE 1/4 11 = 1 ' - O" SCALE 1/4 IT = 1 1. O`' General Construction Notes; LOOKING NORTH EAST - LOOKING NORTH EAST - � LOOKING NORTH EAST . 2x8 NoAl KDAT 5YP or Better .40 GGA w/ Weather 0 Screen # P # 7 Goatingng O All Pilings 2.5 GGA Treatment. I I I O All Nails Stainless Steel Rinq Shank (I6d) or Lonqer as Required. Acceptable. Band 20d HDb (5) Nails Per Connection t bun Nails are Driven l Light Pol Light � e l I it 1 In Lleu of Stainless Nails. (2) 3"xb% .60 GGA 5YP With (2) 1/2" 0 316 55 Bolts or (2) 5/4" 4) Hot Dipped Galvanized Bolts LI ht Fixture 1_1 ohb Fix t O All Deck Boards Fastened W/55 #316 Ibd x 3 1/4" Ring Shank Nails (4) LIcc1Ft Fixture I I I I I 4'�o Wab re I o , I I Metal Halide Luminalre Each Joint Connection. 400-W tt Metal 01111de Luminalre I ReP. Electrlqal ' I Metal Ha de Luminalre I I ReP. Eiec rlq al I Sheet tt (E-Lo) Rep. Electrlqai Sheet # q (E-I.0) I O2"x8" Flat Cleats Eq. Spacing (see Plan) 6 Sheet # q (E-1.o) I I , , Secure w/ 3" s.s. Screws or Ibd Stainless Steel 516 Ring Shank Nails for Decking (clinch Nails) / k Center Line of Main Pler LP-25 I LP-23 LP 24 T" Tip x 1211 Butt 0 45' Pllings a Light Poles (2.5 GGA Treatment) (1)LP-22 LP-27 I I I LP 26 I I At End e Head I , I , I I ®T" Tip x 12 Butt 0 30' Pllings (2.5 GGA Treatment) iI I ( I I I O 5" x 3" x W (HDG) Metal Bracket 1/4" Thickness w/ 5/4" Bolts (HDO) LP-2� LP-21 Base Bid 12 Units ® Main Pier "A"' Plastic Interlocking Flo-Thru Panels (T) Pieces ®Each Unit. bb Units Required Units a Tee Head "B" Plastic Interlocking Flo-Thry Panels (14) Pieces ® Each Unit. 5 Units Required. "Titan Deck" or Thru-Flow Inc. Manufactures or as Approved. Is Shall Panawe yThick 1. V e a Size I x Six 1 1/2 . Color Sand. Total Panels Required 532. Gam lete with #10 x 21th 1/2" scss5bilews Sol. Drive. Note: Deduct Alt. Bid To Replace Grates With q va Typical 2x8 Decking 4 I ' G Treated 2" x 10" I ( I I I I 0 All Wood Railing 2xb No.#I KDAT 5YP or Better .40 GGA w/ Weather 2I -O 10_0:: I 10 _0 1.O ( 10O' .1 ( 'r:' 2- O10 Screen Coating. Provide 2x10 Angle Roll Gap W/I I/2" Drilled Holes ®Midspon For Rod Holder -----'-------------'-------- ---'--------- ----'-------------'------ 31 5° -----'--------- --'— 31 Sn ------ 3�r ELEVATION SYLVAN BEACH PIER ELEVATION - D � TEE HEAD - ELEVATIONS SCALE 1/4 IT = 11.011 LOOKING NORTHWEST . .��nnu io:•u•nnni • ' Sylvan Beach Pier Laporte, RMANDALL EORTERFIELD ARCHITECTI INC. A.I.A. Revisions NO. DESCRIPTION s� s JOB • •. O, AD DATE . .' • SHEET NO. i OF: 1 I I 1 F 1 3 A B I Center Line of Main Fier 1 3 1 At End loc Head I Light Fixture 1 400-Watt Metal Halide Luminalre Ref. Electrical Sheet # I I I i LP-22 LP-23 1 i 12 1 1 4A I 1 i 1 I 1 1 I I 1 I I I 1 12 i 1 $A ILight Fixture 400-Watt Metal Halide Luminaire IRef. Electrical Sheet # 1 I 1 I i LP-24 1 *A #A I _ i I Light Fixture 400-Watt Metal Halide Luminair Ref. Electrical Sheet # ci (E-1.0) I. I I I LP-25 lz 81 2u lx,OQ 9 3'-4" 3'-4" 5'-4" y 1 ' 9 C� ~ I I I 1 I 0i rn 7 zo Q � i z I 2 I i 2 I I 2 2 I m� 0 1 1 I i I I MSL O.0' I I i f- Z 6 I. O I I I I I I SEC -YIC) v E - E General Construction Notes PARTIAL SECTION THRU - TEE HEAD OAll Wood Decking 2x8 No.xl KDAT 5YP or Better .40 GGA w/ Weather Screen Coating. O All Pilings 2.5 GGA Treatment. 3 All Nails Stainless Steel Ring Shank (I6d) or Long as Required. OOun Nails are Acceptable. Rand Driven 20d HD � (3) Nails Per Connection In Lieu of 5talnle5s Malls. ®(2) 311x8119 .60 GGA SYP With (2) 1/2" 0 516 55 Bolts or (2) 5/4" d Hot Dipped Galvanized Bolts OAll Deck Boards Fastened W/55 #516 Ibd x 3 1/4" Ring Shank Nails (4) Each Joint connection. ©2"xW Fiat Cleats Eq. Spacing (See Plan) Secure w/ 3" s.s. Screws or Ibd 5talnless Steel 316 Ring Shank Nails for Decking (Gllnch Nails) (2)"1" Tip x 12" Butt (P 45' Pllings ® Light Poles (2.5 GGA Treatment) ® T" Tip x 12" Butt 4 30' Pllings (2.5 GGA Treatment) O 5" x 3" x W (HDG) Metal Bracket 1/4" Thickness w/ 3/4" Bolts (HDG) Base Bid Units a Main Pler "A" Plastic Interlocking Flo-Thru Panels M) Pieces ® Each Uhlt. bb Units Required. Units ® Tee Head "B" Plastic Interlocking Flo-Thru Panels (14) Pieces ® Each Unit. 5 Units Required. SYLVAN j `' - Panel Deck" or Thru-Fth Inc. Manufactures to d or as Approved. SYL Y AI Y BEACH PIER Panels Shall Comply with Accessibility Standards. Size 1' x 3' x 11/2" Thick . color Said. Total Panels Required 552. - S E (z 1-ri O N S - E:) 1=TAI LS Complete with #10 x 2 1/2" ". Screws Sq. Drive. Note: Deduct Alt. Bid To Replace Grates With Typical 2xb Decking SCALE 1 /271 1 „ 071 QTreated 2" x 10' All Wood Rolling 2xb NoAl KDAT 5YP or Better .40 GGA w/ Weather Screen Coating. Provide 2x10 Angle Rail Ca W/I 1/2" Drilled Holes ® Mlds on For Rod Holder I - - - -------------------- - -- --- -------------------------- 1 6 5 m� vl qYA� "3 1 Beach Pier Laporte, 1 ' - • - 1 ARCKITECTS 1 NORTH LEAGUE CITY, TEXAS 77573 ac:0 281.316.6920 � c y • S / Revisions • DATE DESCRIPTION JOB NO. •'0 AD NO. DATE • 0 • Sylvan Beach • • / ' Pier Laporte,Texas PRMANDALL • • • ' ARCHITECTS, INC. A.I.A. LEAGUE CITY, TEXAS 77673 !JOB NO. 01012q-02q AD NO. DATE i 0• SHEET NO. . OF: • o ^ a s Q � m z o oi=0o to :°- Q r� Light Fixture 400-Watt Metal Halide Luminalre R P. Electrical S oat # 9 (E-1.0) lion I; Genter Line Piles 1 — — - Bottom Varies General Construction Notes; (!)All Hood Decking 2x8 No#1 KDAT 5YP or Better .40 GGA w/ Weather Screen Coating. O All Pilings 2.5 GGA Treatment. OAll Nails 5talniess 5teel Rinq Shank (16d) or Lonciqer as Required. Oun Nails are Acceptable. Nand Driven 20d HD& (5) Nails Per Connection In Lieu of Stainless Nails. ® (2) 311xws .60 GGA 5YP Hlth (2) 1/2" a 316 55 Bolts or (2) 5/4" A Hot Dipped Galvanized Bolts O All Deck Boards Fastened 1^1/55 #316 Ibd x 3 1/4" Ring Shank Nails (4) Each Joint Connection. © 2"1 Flat Cleats Eq. Spacing (See Plan) Secure w/ 3" s.s. Screws or Ibd Stainless Steel 31(b Ring Shank Nails for Decking ( Clinch Nails) OT" Tip x 12" Butt cl) 45' Pilings @ Light Poles (2.5 GGA Treatment) ®T' Tip x 12" Butt cP 50' Pilings (2.5 GGA Treatment) O3" x 3" x &" (HDO) Metal Bracket 1/4" Thickness w/ 5/4" Bolts (HDG) Base Bid Units 4 Main Pier "A'I' Plastic interlocking Flo-Thru Panels (1) Pieces ® Each Unit. 66 Units Required. Units 9 Tee Head "BI' Plastic Interlocking Flo-Thru Panels (14) Pieces ® Each Unit. 5 Units Required. "Titan Deck` or Thru-Flow Inc. Manufactures or as Approved. Panels Shall Comply with Accessiblilty Standards. 51ze I' x Y x 1 1/2" Thick. Color Sand. Total Panels Required 552. Complete with #10 x 2 1/2" s.s. Screws 5q. Drive. Note: Deduct Alt. Bid To Replace Orates With Typical 2x8 Decking 11 Treated 2" x 10" All Wood Rolling 2x6 No #I KDAT 5YP or Better .40 GGA w/ Heather Screen Coating. Provide 2xl0 Angle Rail Gap H/I 1/2" Drilled Holes ® Midspan For Rod Holder Light Fixture 400-Watt Metal Halide Luminaire Ref. Electrical Sheet # 9 (E-1.0) 7 I6'-5 (Dimension to Center Line of Piles) (Dimension to Center Line of Piles) m ry I l a ----------------------------------------------- 1 4 5 1 d CZ � � o 7 Q ® � � o I 0 I N I 'L � j I r s N a I I — — -Bottom Varies ...� �L,VAN BEACH PIEF - .SECTIONS - DETAILS - SCALE 1/2 11 = 1 7.011 Egli u III�1.11111111�11\I.II Sylvan Beach Pier Laporte, •. a O , ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax i 1 Revisions • DATE DESCRIPTION s� e JOB NO. 0'0 A1 DATE • • • SHEET • • 1 Light Fixture 400-Watt Metal Halide Luminaire R P. Electrical 5h et # at (E-1.0) I 1 I I i � I O N 10' O" — (Dim lion t enter ine of les) 4, 11 l __ ____________________________ __________________ _r ______________________________ 4 6 5 4 � I rj3 ' a I ( I o= I Q o � a. 0 7 I H.T. M5L 0.0' I I I I . N O } Q o I I I — Bottom Vris oe. I I I Bottom Vcirie5 SEC'7"I N A ^ A p I D�TAIL I = o N � I I I I ( I I I s I - o SECTION B - B DETAIL 5 ------------ — --'— — -- ---- `. W 311 1 1 DETAIL - 'I SCALE: 1 1/2" = 1' - O" 1 SECTION C - C DETAIL General Construction Notes OAll Wood Decking 2x8 NoAl KDAT 5YP or Better .40 GGA w/ Weather Screen coating. O All Pilings 2.5 GGA Treatment. 8 All Nails Stainless Steel Ring Shank (Ibd) or Longqer as Required. Gun Nails are Acceptable. Rand Driven 20d HDb (5) Nalls Per connection In Lieu of Stainless Nails. ®(2) 311xb"s .60 GGA 5YP With (2) 1/2" d 316 55 Bolts or (2) 5/4" c Hot Dipped Galvanized Bolts OAll Deck Boards Fastened W/55 #316 Ibd x 3 1/4" Ring Shank Nails (4) Each Joint connection. ©2"xb" Flat cleats Eq. Spacing (See Plan) Secure w/ 3" s.s. Screws or Ibd Stainless Steel 31b Ring Shank Nails for Decking ( clinch Nalls) OT' Tip x 12" Butt q 45' Pilings ® Light Poles (2.5 GGA Treatment) ® V Tip x 12" Butt cl) 50' Pilings (2.5 GGA Treatment) O5" x 3" x b' (Hoe) Metal Bracket 1/4" Thickness w/ 5/4" Bolts (Hoe) QBase Bid Units a Main Her "A" Plastic Interlocking Flo-Thru Panels (7) Pieces ® Each Unit. bb Units Required. Units a Tee Head "B' Plastic interlocking Flo-Thru Panels M) Places a Each Unit. 5 Units Required. 'Tlton Deck' or Thlru-Flow Inc. Manufactures or as Approved. - Panels Shall comply with Accessibility Standards. Size I' x Y x 1 1/24 Thick. color Sand. Total Panels Required 532. Complete with #10 x 2 1/2' ss. Screws Sq. Drive. Note: Deduct Alt. Bid To Replace Grates HIth Typical 2x8 Decking _ 11 Treated 2" x 10' O All Wood Railing 2x6 No Al KDAT 5YP or Better .40 GGA w/ Weather Screen coating. - Provide 2x10 Angle Rail cap W/I 1/2" Drilled Holes ® Midspan For Rod Holder - SECT'IONS - DETAILS - SCALE 1/2 IT = 17 - O" I♦III1111 1111111 I 1 Sylvan Beach Pier Laporte, 7 i 5ARANDAMLL • 1 ASRCHITECTS, INC. A.I.A. 11 565 FM 270 NORTH LEAGUE CITY, TEXAS 77673 a::0 281.316.6920 1 , r Revisions • DATE DESCRIPTION JOB NO. I'I' ' 'I NO. DATE 02/04/10 SHEET NO.4 OF: 10 N q) I x v- ,1 4A C L Il�llili�l��/ II�OIIIII Sylvan Beach Pier Laporte, Texas RMANDAU ' ORIERFOLD ARCHITECTSINC. A.I.A. LEAGUE CITY, TEXAS 77573 Revisions �•DESCRIPTION JOB NO. 010q2q-02q A1 NO. 'DATE• • SHEET NO. 3 O0