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HomeMy WebLinkAboutSYLVAN BEACH PARK PIER (2)Ll N Q 117 X N C 0 C L Q lid 1LEVATION 24" Concrete 5onotube Each 51de of Existing Concrete Walk (Forside) ! i New Concrete Base ,I'I;I for Conc. 5onotubeAz So- 0 ea. Side of Conc. Walk/ey % �O Existing Concrete Walk e^4 o Landing Shall Remain d .u. .. a r "±"v a a . — ,. ; , Existing {:? st . New .; ' .' . :i:. Concrete Base °''' '. 16 .. r'. IE+a lid See General Construction Notes: (�' l All Wood No.#2 5YP or Better w/ Weather Screen Coating. Treated Bloc in Downito xist Gon Stainless Steel Quick Bolts 1!2" W/4" Embedment 3' x 8I Treated (.60 GGA) Concrete Base Around Stub Pile In Foreground Beyond Stone Rip Rap PIER ENTRANCE SECTIC SCALE 1 /2" 1, OTT 1 / Ir SYLVAN BEACH PIER - OVERALL PLAN ELEVATION �(2) 2"x8" Flat Cleats Eon. Spacing (see Plan) secure w/Ibd Stainless Steel 316 Ring Shank Nails --� 3 x 3" x 8" (HDG) Metal Bracket I/4" Thickness w/ 3/4" Bolts Hot Dipped Galvanized (2) 3"IIIx&"s .GGA 5YP With (2) 1/2" 0 316 55 Bolts or (2) 5/4" d Hot Dipped Galvanized Bolts �" Tex 12" Butt A 30' Pilings M.H.T. MI 0,0' 1�0 - OVERALL ELEVATION - - LOOKING NORTH AASCALE 1 " = 40' - OTT 4' SECURITY WINGS AT45° BACK BRACE TO HANDRAIL 0 ry 2" SGH. 40 PIPE FRAMING — 9 GA. BLACK VINYL HOT DIP GALVANIZED CORE NOM. 12' PILIN65 5ET IN CONCRET E O 0 0 15/6" BACK BRACE W/2 3/6 X 15/6" ER CLAMP AND 15/6" STEEL IH RE GUP AND GALV 3X3XI/4 ANGLE GATE LATCH . 5/4" .l-BOLT LAG -HINGE HOT DIP GALV: W/3/4X2 5/6 FEMALE HINGE (TYP) DROP ROD A55EMBLY. TRAI�IGE SATE (�) 45 Vert. B 2 3 4 w - / � �ori�ont�l -� (kx 3 x � Treated �Iockin AI 16° ®�-% A. " :: I=. — Bolt Pile to 2_4" rooncret 5onotube I I Slope Pier Deck From Piling 5 A_5 Station @ Elev. 5.0' PoWn to Exi5tin ion(,rete Hal Elev, 5.0' Not to Exceed 5 VI 1 II II II II — II II II II — II ;.. Z lal'.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 1 i I I I I I I I 0 0 a. I'------ Alld: I I 1 1 I I I I I I I I I I I 24 r oncrete 5onotube �, ° Each Side 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 L .Z '' I. I..'. i I I — — — --- — —I It II II ::';'-•;::;: II II 1 I 1 z e � ! I I'' 1 .tAwl •. If II I I I I it it ii II it II °, . 'r. . i .a •; I I I I I I I I i I I I I I I II II II II II II _I I I I_ ILL' 'I °1 °' I I I —— — --- — —— I I I 1 I I I I I I I I I I i 1 I wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww O O in cv' ;j I I �xi5ting Concrete Walk I 1 I I 1 I wwwlwwlw i I I I I i I I I I Ir.1..i II :a_:, I I I I I II I I I 1 II ii I I I I II I ii I i I I II II I i II II II 1 B_a I I 1 I I II II I I I II II B_ _ Its ,_. DQ: ,. •.•�.i 4y'. _ e== -- ________--_- ____-=a=-e==- ee= -__--__-------------------______ ___ V =' a. 2t 112 2 IV 2 r 2 2 2 2 2 2 ff. owli ao%do - t'-lo° Awl d Stone Rip Rap PIER ENTRANCE DETAIL f L 2A SCALE 1 /2" = 1 ' AA OTT 4A 2 0 N C8 ELEVATION 1 TE)LO Sylvan Beach Pier Laporte, Texas moll RANDAT,T, m PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.0680 281.316.6920 fax D All tP� 8336 Q� qTF zi Revisions N0. D TE DESCRIPTION_ _ J 0 B N 0. 09092q-029 CAD N0. DATE o2/04/l0 SHEET N0. 2 OF: 10 r r I I N_ 0 X N 0 4-1 L n 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 DIAL. AND ARCHITECTURAL SITE PLAN. LP-1.3(VC1) (TYPICAL AT 27 POLES) 2 FIXTURE TYPE "B" GALVANIZED R.M.C. FROM THIS POINT ON LP-2.4(VC2) FIXTURE TYPE "B" LP-1.3(VC1) FIXTURE TYPE "A" LP-2.4(VC2) FIXTURE TYPE "A" RE: ARCHITECTURAL DETAILS FOR EXACT LOCATIONS AND METHODS OF SUPPORT FOR RACEWAY UNDER PIER. USE LIQUIDTIGHT FLEXIBLE NEW 40OW METAL METAL CONDUIT TYPE HALIDE LUMINAIRE LFMC AND MOUNTING BRACKET. RE: LIGHTING SCHED. APPLETON TYPE FDC BOX W/MOUNTING LUGS SURFACE MT. CONDUIT W/ SUPER STAINLESS STEEL CLAMPS @ 3'-0" 0. C. USE SUPER STAIN. STEEL WOOD o SCREWS. 0 $v., roe APPLETON TYPE o FDL BOX WITH I MOUNTING LUGS NEW WOOD POLE - RE: ARCHITECTURAL TYPICAL POLE DETAIL NO SCALE ��(TYPICAL) ,LP-1.3(VC1) FIXTURE TYPE "B" LP-2.4(VC2) FIXTURE TYPE "B" -ALL FIXTURES FROM THIS POINT TO THE END OF THE PIER ARE 208V. FIXTURES. LP-1.3(VC1) LP-1.3(VC1) -� FLP-1.3 VC1) LP -1 VC1) LP - 1. 3(VC1 F LP-1.3(VC1) LP-1.3( FIXTURE TYPE "C" FIXTURE TYPE "D" FIXTURE TYPE "C" FIXTU TYPE "D" FIXTURE TYPE "C" FIXTURE TYPE "D" FIXTURE i 1 • - i • i • i 7 • - i i i • i T • - i • i • i 1 • - • • T i • • 1- i • • T i • i • - • • T i • i -6' LP-2.4(VC2) LP-2.4(VC2) 240V. 208V. FIXTURE TYPE "D" FIXTURE TYPE "C" FIXTURES FIXTURES LP-2.4(VC2) FIXTURE TYPE "C" Sylvan Beach Pier 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. O 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/VC2 VIA CONTACTOR C1 OR C2. LP-2.4(VC ) FIXTURE TYPE "D" - Electrical Plan - SCALE 1 " = 40' - 0" LIGHT FIXTURE SCHEDULE 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. PIER LIGHTING CONTROL COMPONENTS ITEM DESCRIPTION LOCATION MFGR. MODEL NO. REMARKS SPDT CENTER OFF $C1 MAINTAINED CONTACT INSIDE HUBBELL 1381-1 SEE NOTE 1 15 AMP CONTROL SW. SPDT CENTER OFF t2 MAINTAINED CONTACT INSIDE HUBBELL 1381-1 SEE NOTE 2 15 AMP CONTROL SW. TS 30A/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. RELAY CONTROL CUTLER 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: 0 4#4THWN+1#6THWN GR. 1-1/4" R.M.C. O2#8THWN+1#10THWN GR.- 1/2" R.M.C. O4#6THWN+1#8THWN GR.- 3 1" R.M.C. O2#6THWN+1#8THWN GR.- 3/4" R.M.C. O4#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. SAMPLE CONTROL SWITCH PLATE 171 120 VAC 15/1 - LP-5 PHOTO SW.(�1 CONTROL "PC,, JJ RELAY "R" ON $C1 OFF TS R NORTH AUTO �� C1 TS R AUTO C2 y $C2 OFF TIME SWITCH i SOUTH ON T S 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 _*1 % 1-1' . �J �J 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 DEBRLS AND REMOVE FROM JOB SITE ON COMPLETION OF WQBK. 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 MAIN BRKR. ❑ M.L.O. ESURFACE 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 NO. 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 SPACE 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: 120/240/10 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 66.8 - 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 RN ENCLOSURE N3R GFI ILP-5 PROVIDE AND INSTALL ` PLYWOOD BACKBOARD EPDXY PAINTED FOR MOUNTING NEW LIGHTING CONTROLS IN EXISTING ENCLOSURE EXISTING PANEL LIP O EXISTING N3R METER TO REMAIN WESTINGHOUSE #76761797 EXISTING 3#3/0 THWN- 2"C. EXISTING #4 GROUND PER N.E.C. I'EXISTING 3/4"0 X 10'-0" COPPER CLAD DRIVEN GROUND ROD EXISTING 120/240v./10/200 AMP OVERHEAD SERVICE DROP TO EXISTING WEATHERHEAD EXISTING 3#3/0 THWN- 2"C. PULL NEW 4#2THWN+1#4THWN GR. f578'-0" 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 mole RANDALL ■ PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.6680 281.316.6920 fax J� OF .r.............. ........'r R. L. PACKARD 5o4io --�4. Revisions NO. DATE DESCRIPTION J 0 B NO. 090929-029 CAD NO. DATE 01 /25/10 SHEET NO. 10 0F: 10 E-1.1 f ?I II N 0 m x C 43 L rL n 400-Watt 400 V a t j400-Wa{t 400-Watt h r h ixcure Li t Fixture Li ht Fixture Li t ix Halide L t F Metal Hold Luminaire M�tal Halide Luminaire M�tal Halide Luminaire Mal Halide Luminaire W. Ele44trica))� Ref, Electd I4 Ref. Electrirgl Ref, Electriyyal Sheet # 9 ItlD Sheet # 9 IE-1.0) Sheet # 9 (E-1.0) Sheet # 9 1E40)iiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiil L�ht fixture M�tal Halide Luminaire Ref. Electriyyal Sheet # 9 IE40) IL4] 40pp- . tt Ligqht Fixture Metal Halide Luminaire Ref. Electri al q Sheet 9 4E-L0 1 ) A8 B8 ELEVATION ELEVATION SYLVAN BEACH PIER — OVERALL ELEVA'riC)N - - LOOKING NORTH - SCALE 1 „ 40, O„ SYLVAN BEACH PIER ELEG?"RICAL PLAN — SCALE 1 " = 40' - 0" Metal Halide Luminaire Ref. Electriyyal Sheet � 9 1E-L0) 1�© 1�0 Metal Halide Luminaire Ref. Electri44al Sheet � 9 IE-I.0) 1�0 1�0 Ref. Electriyyal ` Sheet � 9 IE-I.0) G8 ELEVATION Oet CI.,. Mtr nl n �A Dia. Exi�tine Under i5r®und Electrical G®nduit pp r®xiarnately 600 LF. 11,. 2®' 16 �' Light Pixtvre 400-Watt �` f (I Metal Halide Luminair Ref. Electrical ` I Light Pixtvre Sheet # 9 (E-1.0) I 400-Watt Metal Halide Lvminaire Ref. Electrical Sheet # a (E-1.0)00000 YPICAL LIGHT FIXTURE �-162 I LP-25 LP-2 ELEVATION DETAIL N SCALE I I( ^ hO1 OI1 IeG�I`'IGCI( �Ight FOIe`..�G1�CIVIe �.OGG�IO►�� }� � 24 ( Stations "A" Light Poles Stations "B" Light Poles 5tations 'C' Light Poles 5tation5 T" Light Poles Stations "0' Light Poles Stations "H" Light Poles. Stations "T Light Poles mommonsomens t/ait Gamy 18A LP-2 12 LP-1 133 LP-22 3 D LP-26 3 LP-25 33 LP-23 134� LP-24 30A LP-4 24 LP-3 (� I 42 A LP-6 36 LP-5 54A LP-8 48 LP-7 66 A LP-10 60 LP-9 78 A LP-12 72 LP -II ^�, 90 A LP-14 84 LP-13 ��' 10 A LP -lb 96 LP-15 11 A LP-18wwwommmmmm108 LP-1? 12 A LP-20 120 LP—Iq 34A LP-21 31 2 LP-21 Total Light Poles 0 °A° stations II Total Light Poles 0 °B° stations II Total Light Poles 0 061 Stations I Total Light Poles® °D° 5tations I Total Light Poles ® °645totlons I Total Light Poles ® °H° Stations I Total Light Poles 0 °J° Stations I Total Light �'ol�s = �'-7 Sylvan Plor SYLVAN BEACH PIER EL.�ECT'RICAL PLAI`I SCALE 1 �T � 4OT � 0�' rexpg Sylvan Beach Pier Laporte, Texas moll RAND IL us PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.316.6920 fax D ARC �T e336 � Revisions N0. DATE DESCRIPTION J 0 B N 0. o90a2a-02`1 CAD N0. DATE o2/04/l0 SHEET N0. 9 OF: 10 II N Q X N C L CL A8 ELEVATION ! , Llyht nxt I i I i Llot Plxtira / 1 noa-wan noa-watt Slope Pier Deck rom Piling #8 A-B Station @ Ele�. 8.0' ' I ( I ( 1 Mata1 Hall 1 ' I Metal Haude wmNao-e 1 I I I Ref, 9104b Ref. electrical I Down to Exist Can I etc Walk 0 Elev. 6.0' Not to Ex eed 50 sheet a 4 I I sheet a 9 (r-1.0) t , LP-21 I LP 22 50y-0"n.t.s. Nor B8 OVERALL ELEVA ELEVATION LOOKING NORTH E SCALE 1 " = 40' - OTT Oil f( ( I C8 ELEVATION Genter Lin Tee Head \ At End f ain Pier sight F'x Wa 400-Watt Metal Halide LvminaPa Ret. electrical sheet e 9 M-1.0) 11 1 o .I: Existing Concrete Walk 8 Bulkhead /�e �� � I� ► � � � � j j j j ! j � j j � j I I I I I — — — — — — — — —JA� 6A6A2A A l 4 A A 1� A 11 A 12 A 131 A 6A 33 A A8 B8 GS ELEVATION " A " ELEVATION ELEVATION " B '" ELEVATION ELEVATION " C " ELEVATION SCALE 1 /4" = 1 ' - O" SCALE 1 /4" = 1 ` - O„ SCALE 1 /4" = 1 ' -10 LOOKING NORTH EAST LOOKING NORTH EAST - � LOOKING NORTH EAST • General Gonstruction Notes; 0 All Screen G Docking 2x8 No AI KDAT 5YP or Better .40 GGA w/ Weather P # O All Pilings 2.5 GGA Treatment. t I I I O All Nails Stainless Steel Rinq Shank (I6d) or Lonqer as Required. 6un Nails are Acceptable, Hand Driven 20d HDb (5) Nails Per Connection it 1 I Light Pole I I In Lieu of Stainless Nails. (Typical I ' i I 1 ®(2) 3"x8"s .60 GGA 5YP With (2) I/2" 0 316 55 Bolts or (2) 3/4" 0 LI ht Fixture Hot Dipped 6olvanlzed Bolts Licc33ht Fixt re LI ht Watt O All Deck Boards Fastened W/55 #316 Ibd x 3 1/4" Ring Shank Nails (4) 1 Light Fixture I I , I I I Light Pat Metal Halide Luminalre Each Joint Connection. 400-W tt Ref. Electrl ai 1 Metal F�aiIda Luminalre 1 1 ' 1 1 I Metal Ha de Luminalre 1 ( 1 1 eq 1 Sheet tt q (E-I.0) I ReP. Electrlqal I 1 1 I I Ref. Eiec rlq al 1 I O2"x8" Flat Cleats Eq. Spacing (see Plan) Sheet tt q (E-l.o) , Sheet tt (E-Lo) , 6 Secure w/ 3" ss. Screws or Ibd Stainless Steel 316 Ring Shank Nails 1 ' f1 I I ' I ' ' ' for Decking ( Clinch Nails) k Center Line of Main Pier I LP-25 I LP-23 LP 24 O T" Tip x 12" Butt 0 45' Pllings a Light Poles (2.5 GGA Treatment) ' At End a Head LP-2% I I LR22 I I I LP-26 , I , I I ®T" Tip x 12" Butt 0 50' Pilings (25 GGA Treatment) LP-2� ;dl ( I I I O 3" x 3" x 8" (HD6) Metal Bracket 1/4" Thickness w/ 5/4" Bolts (HD6) Base Bid � 12 � Units ®Main Pier "A"' Plastic Interlocking Flo-Thru Panels (7) Pieces ®Each Unit. bb Units Require I 1 I 1 , I , ;' Units ®Tee Head 'B" Plastic Interlocking Flo-Thru Panels (14) Pieces ®Each Unit. 5 Units Require< 80 ( ( t 1 I I 1 1 Titan Deck" or all ru-Flow Inc. Manny antes or as Approved, PanalSze IS 3' x 1 1/25 an or 51 Comply Thlek .. Color Sand. Total Panels Required 532. spo Complete with #10 x 2 I/2" ss. Screws 5q, Drive. Note: Deduct Alt, Bid To Replace Grates With 77777771 If Typical 2x8 Decking 'i l Treated 2" x 10" t 4r2c 0All Wood Railing 2xb No.#1 KDAT 5YP or Better .40 GGA w/ Weather2!_,: - Screen Coating. 10'-0" 10'-0" 10'-011 I 10'-O" 10' 0" 10111011 O 10" 10'-0" 10'-0" Provide 2x10 Angle Rail Gap W/I I/2" Drilled Holes ® Midspan For Rod Holder 1 J �J �JC �Jn � 8 13 P v" 13 1 ` 1 ELEVATION ELEVATION D TEE HEAD ��- Y SCALE 1/4 - 1 ' "0 LOOKING NORTHWEST �AI`I BEACH PIER - ELEVATIONS - OF AD TEXpg Silvan Beach Pier Laporte, Texas RAND LU PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.316.6920 fax AR0 P P4 y/F W 4i O n �� 8336 CO "9TF qF. V° �0 Revisions N0. D E DESCRIPTION JOB N 0. 090929-02q CAD N0. DATE 02/04/10 SHEET N0. 8 OF: 10 i � I I i F 1 1 3 B I Center Line of Main Fier 1 3 A � 1 ,4t End e Head I I Light Fixtvre 1 400-Watt Metal Halide Lum(nafre Ref. Electrlcal I Sheet # q (E-LO) I I I i LP-22 LP-23 I i 12 �, i 1 �A ' II i o ILight Fixtvre 400-Watt 1 Metal Halide Luminaire IRef. Electrical Sheet # q (E-1.0) I 1 I 1 I i 1 LP-24 1 I �A �A I I Light Fixtvre 400-Watt Metal Halide Luminair I Ref. Electrlcal I Sheet # q (E-I.0) I. I I 1 LP-25 12 gli 2u �� G' lx,OQ U � I b � I � ' v 1 � �./ I I v 9 3'-4" 3'-4" 3'-4" y 1 1 9 � ~ � °; z � I I I I I �� �� 7 zo � 1 / ( 2 o Q 1 2 I 2 I i 2 I I 2 2 I m� 1 1 i I 1 I °_ � 0 I I I I I ) I i 1 1 I i I I MSL O.0' I I i N N Z 6 I I 1 I 1 I O Q o � +� �- 1 1 I I I I �� SEc�-�o� E - r= General Construction Notes PARTIAL SECTION THRU -TEE HEAD OAll Wood Decking 2x8 No.xl KDAT SYP or Better .40 GGA w/ Weather Screen Goating. O All Pilings 2.5 GGA Treatment. O3 All Nails 5talnless Steel Rlnq Shank (Ibd) or Lon er as Required. bun Nails are Acceptable. Rand Driven 20d HD� (3) Nails Per Gonnection In Lieu of 5talnless Nails. ®(2) 3"x8"s .60 GGA SYP Wlth (2) I/2" � 316 55 Bolts or (2) 3/4" d Hot Dipped Galvanized Bolts OAil Deck Boards Fastened W/55 >s316 Ibd x 3 I/4" Ring Shank Nails (4) Each Joint Gonnection. ©2"x8" Fiat Cleats Eq. Spacing (See Plan) Secure w/ 3" ss. Screws or Ibd 5talnless Steel 316 Ring Shank Nails for Decking (Clinch Nails) O"1" Ttp x 12" Butt � 45' Pllings ®Light Poles (2.5 GGA Treatment) ®�" Tip x 12" Butt 4 30' Pllings (2.5 GGA Treatment) ° O3" x 3" x 8" (HDG) Metal Bracket V4" Thickness w/ 3/4" Bolts (HDG) Base Bid Units ®Main Pler "A'" Plastic Interlocking Flo-7hru Panels (T) Pieces ®Each Lhlt. bb Units Required. • ' Units ®Tee Head °B" Plastic Interlocking FIo-Thru Panels (14) Pieces ®Each Unit. 5 Units Required. Cvj `' - "Titan Deck" or Thru-Flow Inc. MaroPactures or as Approved. .�J 1 L, Y AI Y B �AG H P I � R Panels Shall Comply with Accessibility Standards. 51ze 1' x 3' x I I/2" Thick .Color Sand. Total Panels Required 532. - S is G"1"'I O N S - 1] 1=TAILS - Complete with s<IO x 2 1/2" ss. Screws 5q. Drive. Note: Deduct Alt. Bid To Replace Grates With Typical 2x8 Decking SCAL); 1 /2" � .i i „ �» - � Q Treated 2" x 10' All Wood Railing 2xb No.#I KDAT SYP or Better .40 GGA w/ Weather Screen Goating. Provide 2xi0 An le Rali Ga W/I I/2" Drilled Holes ®Mlds an For Rod Holder i I i 1 6 �,� ��. � � y,� q� �� � `4 ;p 4 `- rexag Sylvan Beach Pier Laporte, Tezas �� RANDALL � PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 fas ��RED AR�ti ca�� ¢� P Rgti /F � ���� � N� 6 9�. OF a ti°1 Revisions N0. DATE DESCRIP,TION ____ JOB N 0. 090g29-02q CAD N0. DATE 02/04/10 SHEET N0. 7 OF: 10 .� OF A� !� � aA �a TE%Pg I Sylvan Beach Pier Laporte, Tezas ■ ■ ■1 RANDALL � PORTERFIELD ARCHITECTS, INC. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 faa ��REO qRL �\r� �� p, RAti �'� W �, o �� �� �� 8336 9TF � c �il`II�i Revisions NO. DATE DESCRIPTION JOB N0. ogoa2a-o2a CAD N0. DATE o2/04/l0 SHEET N0. 6 OF: 10 -� .� N Q m x d� N 0 L OF A� !�` � . � P� � :;�: .� .yam / 'w, ti �. i '— rexag f _. Sylvan Beach Pier Laporte, Tezas ■ ■ ■1 RANDALL ®PORTERFIELD ARCHITECTS, INC.. A.I.A. 565 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 fas ��R�D ARC C�� �� F Rq� y/F � ��� � i + N� 8336 P� 9pF '�F' �� �� ��o Revisions 0. DATE DESC �PTIO.�_ JOB N 0. 090g29-029 CAD N0. DATE o2/04/l0 SHEET N0. 5 OF: 10 -� . Light Fixture 400-Watt Metal Halide Luminalre R P. Electrical 5h�et # q (E-LO) I I i i 10' O" (Dim lion t enter ine of les) 5 di I n N --- -- ---------------------------- - -= � ---- ---------------- -: � ---------------------------- -- --- 1ti3O� I 4 6 g 4 3�° -= I 9 I � I o t 3� I I o= I Q o � a, I q I 2 I a. 0 7 I .H.T. MSL O.O' I � I — - I I I I . N O } � Q I I o i I I I BDttOm VorieS I I I I I I I Bottom Varies � SECTI N A ^ A _ o � 6 N � I I I I ( I I a N rn O � �4 tt ce, rn } O y O o I I s I I p o Q 6 I I u� � I SECTION B ^ B DETAIL 5 ------------ - \-1,' -- ---- - ® (� �`•� try �� „ 11 DETAIL ^ 'I SCALE= : 7 1 /2" = 1' - O" 1 .SECTION C ^ C DETAIL General Construction Notes• OAli Wood Decking 2x8 No xI KDAT 5YP or Better .40 GGA w/ Weather Screen Goating. O All Pllings 2.5 GGA Treatment. 8 All Nails Stainless Steel Rlnq Shank (Ibd) or Lonqqer as Required. Gun Nails are Acceptable. Rand Driven 20d HDb (3) Nails Per Connection In Lieu of Stainless Nails. ®(2) 3"x8"s .60 GGA 5YP Wlth (2) I/2" d 316 55 Bolts or (2) 3/4" � Hot Dipped Galvanized E+olts OAil Deck Boards Fastened W/55 �316 Ibd x 3 I/4" Ring Shank Nails (4) Each Joint Connection. ©2"x8" Flat Cleats Eq. 5pdcing (see Pian) Secure w/ 3" s.s. Screws or Ibd Stainless Steel 316 Ring Shank Nails For Decking (Clinch Nails) O'I" Tip x 12" Butt q 45' Pilings ®Light Poles (2.5 GGA Treatment) ®T' Tip x i2" Butt � 30' Pllings (2.5 GGA Treatment) O3" x 3" x 8" (HDG) Metal Bracket I/4" Thickness w/ 3/4" Bolts (HDG) QBase Bld Units ®Main Pler °A'° Plastic Interlocking Flo-Thru Panels (7) Pletes ®Each Unit. 66 Units Required. Units ®Tee Head "B° Plastic Interlocking Flo-Thru Panels (14) Pieces ®Each Unit. 5 thlts Required. °Titan Deck' or Thru-Flow Inc. Manufactures or as Approved: .Panels Shall Comply with Accessibility Standards. 51ze I' x 3' x i I/2° Thick .Color Sand. Total Panels Required 532. Complete with #10 x 2 I/2" ss. Screws 5q. Drive. Note: Deduct Alt.eidTo Replace Grates Wlth Typical 2x8 Decking 11 Treated 2" x 10" O All Wood Ralling 2xb No �I KDAT 5YP or Better .40 GGA w/ Weather Screen Coating. - Provide 2x10 Angle Rail Gap W/I 1/2" Drilled Holes ®Midspan For Rod Holder - SEC'T'IO1�IS � 1�E7'AILS - OF +�� l.�. •��_` �.1 rExPg ';� Sylvan Beach Pier Laporte, Tezas ■ ■ .1 RANDALL � PORTERFIELD ARCHITECTS, INC. A.I.A. 585 FM 270 NORTH LEAGUE CITY, TEXAS 77573 281.332.8880 281.318.8920 fag .�k.REU ARC � �.� P Rqy y/� W � � C"� � � � —i s� e336 P* qTF 'o �f � ti Revisions N0. DATE DESC PTION JOB N0. ogoa2a-o2a CAD N0. DATE o2/04/l0 SHEET N0. 4 OF: 10 °� N Q m x v- ,� �_ L r� __ � � i ' �� �• •�• i � �• ,� � _,��..y\ �� '• � ;� • � � i ' ' �,' �,� /\ i I�1 1 ��'`�...f �/l� 1�, � � � i • �. � • .� ._� .� .■� .-�, .®�I • C � �' �' • �� • 1� • • � �