MAR VISTA GATEWAY SIGNAGE (NOT FOR CONSTRUCTION )

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1 Date: j; ~ ^z3lz. Submtted n Commttee ALUMNUM ROOFNG: SNAP ON BATTEN PANEL (AGED COPPER COLOR) BY PAG CLAD PETERSON ALUMNUM (8) OR APPROVED EQUAL Councl Fe No tem No S Bep-y. l\ COMPOSTE WOOD SHNGLES: "TRPLE 5" STRAGHT EDGE PERFECTON SHNGLES" (CYPRESS COLOR) BY CERTANTEED (8) OR APPROVED EQUAL 4" X 6" X 2*-" COMPOSTE WOOD BEAM: WTH ANT-GRAFm COATNG 4" X 4 X 3'-4 COMPOSE WOOD BEAM: WTH ANTf-GRAFTTl COATNG 4* X 2 X r-" COMPOSTE WOOD BEAM: WTH ANTf-GRAFTTl COATNG (2) 4" X 6" X 4'-4" COMPOSTE WOOD BEAM: MOUNT SGN BETWEEN (2) BEAMS WTH WTH ANTT-GRAFtm COATNG SGN ANCHOR BOLTS PER SGN MANUFACTURE LASER CUT LETTERS NTO CORTEN STEEL -" DEPTH - LETTER FONT: TW CEN MT LETTER HEGHT: 5 )" LETTER BACKGROUND COLOR: CHOCOLATE BROWN LASER CUT TREE SYMBOL NTO CORTEN STEEL: \m WDE RELEF - CUT THROUGH ENTRE SGN THCKNESS CORTEN STEEL SGN PANEL- 2 THCK: LASER CUT LETTERS NTO CORTEN STEEL - " DEPTH LETTER FONT: TW CEN MT LETTER HEGHT: 6 LETTER BACKGROUND COLOR; CHOCOLATE BROWN CORTEN STEEL SGN PANEL- 2 THCK: ATTACH SGN WTH ANCHOR BOLTS TO STRUCTURE PER SGN MANUFACTURE " x 3" COMPOSTE WOOD FACA: WTH ANT-GRAF TT COATNG 2" X 2 X 3" COMPOSTE WOOD POST CAP DETAL: WTH ANT-GRAFFT COATNG " X " X ^ ~ COMPOSTE WOOD POST CAP DETAL; WTH ANT-GRAFFT COATNG COMPOSTE WOOD POST: WTH ANTl-GRAFTT COATNG " NSET: WTH ANTl-GRAFTT COATNG 4" X 4" X 3" COMPOSTE WOOD POST BASE DETAL WTH ANTl-GRAFTT COATNG (3) 3X 28" X 28" FLAGSTONE POSTCAPS: "ASPEN" COLOR FLAGSTONE POSTCAPS (CHSELED FNSH) WTH GROUT JONT N COMPLMENTARY COLOR BY CORONADO STONE PRODUCTS (8) OR APPROVED EQUAL. STRUCTURE PROVDED BY MANAFACTURE - METHOD OF ATTACHMENT TO FOOTNG TO BE DETERMNED AND PROVDED BY MANAFACTURE * ****** ^.jp. <* CBWmBFOFRBUCWK CTY OF LOS ANGELES MAR VSTA GATEWAY SGNAGE (NOT FOR CONSTRUCTON ) 4" TO 8" CULTURED HALF STONE VENEER: -VERMONT BLEND" STONE VENEER WTH \n GROUT JONT N COMPLMENTARY COLOR BY CORONADO STONE PRODUCTS {BOO) OR APPROVED EQUAL. BLEND STONE FROM DFFERENT BOXES/PALETTES TO ENSURE PROPER COLOR AND SZE VARATON. ADD GRAFFT COATNG TO STONE PER MANUFACTURE RECOMMENDATONS. FOOTNG PROVDED BY BUREAU OF STREET SERVCES - METHOD OF ATTACHMENT OF STRUCTURE TO BE DETERMNED AND PROVDED BY SGN MANAFACTURE

2 BUREAU OF STREET SERVCES DEPARTMENT OF PUBLC WORKS CTY OF LOS ANGELES mg MAR VSTA GATEWAY SGNAGE PROJECT COUNCL DSTRCT VENCE BOULEVARD AND ALBRGHT AVENUE VENCE BOULEVARD AND REDWOOD AVENUE CONSTRUCTON NOTES SPECFCATONS: ALL WORK SHALL CONFORM TO THE LATEST EDTON AND SUPPLEMENTS OF THE STANDARD SPECFCATONS FOR PUBLC WORKS CONSTRUCTON {GREEN BOOK) ADOPTED BY THE BOARD OF PUBLC WORKS OF THE CTY OF LOS ANGELES AND ADDTONS AND AMENDMENTS TO THE STANDARD SPECFCATONS FOR PUBLC WORKS CONSTRUCTON { BROWN BOOK) FOR THE PURPOSES OF THESE CONSTRUCTON DOCUMENTS, THE TERM 'CONTRACTOR' SHALL BE DEFNED TO BE ETHER CTY OF LOS ANGELES -BUREAU OF STREET SERVCES CONSTRUCTON FORCES, OR ANY OTHER CONSTRUCTON ENTTY RETANED FOR THE PURPOSE OF PROVDNG AND DELVERNG ALL TEMS OF WORK CALLED FOR BY THESE CONSTRUCTON DOCUMENTS. PROJECT PLANS: THS MPROVEMENT CONSSTS OF WORK CALLED FOR ON THS PLAN ONLY. CONTRACTOR SHALL BE RESPONSBLE FOR FAMLARZNG HMSELF/ HERSELF WTH THE WORK CALLED FOR BY THESE PLANS ANO SHALL NOTFY THE PROJECT ENGNEER/ LANDSCAPE ARCHTECT OF ANY DSCREPENSES OR FELD CONFLCTS PROR TO NTATNG CONSTRUCTON. NSPECTON: ALL WORK AND MATERALS ARE SUBJECT TO NSPECTON BY ASSGNED SUPERNTENDENT(S) OF RESURFACNG & RECONSTRUCTON DVSON AT (23) SPECAL PROJECTS DVSON AT (23) AND PROJECT ENGNEER/ LANDSCAPE ARCHTECT OF ENGNEERNG DVSON AT (23) , LOS ANGELES 8UREAU OF STREET SERVCES (LABSS). SURVEY DATA; 7 DAYS PROR TO THE START OF CONSTRUCTON. CONTRACTOR SHALL CONTACT BOE WEST LOS ANGELES DSTRCT SURVEY AT (3) TO DENTFY PERMANENT SURVEY MARKERS WTHN THE PROJECT LMTS N ACCORDANCE WTH SECTON 2-9. OF THE STANDARD SPECFCATONS. ADVANCE CONSTRUCTON NOTCE SGNS: N ADDTON TO SGNS REQURED BY THE PROVSONS OF THE -WORK AREA TRAFFC CONTROL HANDBOOK", SGNS FOR GVNG ADVANCE NOTCE TO MOTORSTS OF TRAFFC DSRUPTON MUST BE FURNSHED AND PLACED AS A PART OF THS PROJECT N ACCORDANCE WTH STANDARD PLAN S-79. EXSTNG UTLTY UNDERGROUND SERVCE ALERT: NOTFY THE UNDERGROUND SERVCE (USA) AT TWO FULL WORKNG DAYS PROR TO ANY EXCAVATON WORK. REQUEST THE MARKNGS OF ALL UTLTES. NCLUDNG SERVCE CONNECTONS. EXSTNG SUBSTRUCTURE: RECORDS OF KNOWN SUBSTRUCTURES WTHN THE PROJECT BOUNDARES ARE SHOWN ON THE PLANS.. UNSTABLE SUBSTANCE: N ACCORDANCE WTH LOS ANGELES CTY ORDNANCE S.478. CONTRACTOR SHALL POTHOLE EXSTNG SUBSURFACE NSTALLATON CARRYNG UNSTABLE SUBSTANCES TO DETERMNE THER LOCATON AND ELEVATONS PROR TO COMMENCNG EXCAVATON. TRAFFC LANE REQUREMENT(DURNG CONSTRUCTON) 3. THE CONTRACTOR WLL BE ALLOWED TO CLOSE OFF ONE LANE N EACH DRECTON DURNG CONSTRUCTON AND SHALL COMPLY WTH LADOT LANE CLOSURE REQUREMENTS AND THE LATEST -WATCH' MANUAL PROVSONS. ANY QUESTONS PLEASE CONTACT LADOT CENTRAL DSTRCT OFFCE AT (23) TRAFFC LANES ARE TO REMAN OPEN ON ALL HGHWAYS, MAJOR ROADS. DURNG TRAFFC 'RUSH HOURS' BETWEEN 6: AM TO 9: PM. ANO AGAN. BETWEEN 3:3 PM. TO 7: PM. 5. EXCEPT DURNG PAVNG OPERATONS. THE CONTRACTOR SHALL MANTAN ROADWAY ACCESS TO PRVATE PROPERTES DURNG THE NORMAL WORKNG HOURS OF 7: AM, TO 3:3 P.M., AND SHALL REMOVE ALL WORKNG EQUPMENT FROM ROADWAY AREAS BETWEEN HOURS OF 3:3 P.M. ANO 7: A.M. THE FOLLOWNG MORNNG. NDEX TO SHEETS 2 SHEET TTLE TTLE SHEET: CONSTRUCTON, NOTES, SHEET NDEX, KEY MAP FRONT AND BACK VEW ELEVATONS SECTON CUT AND SDE VEW ELEVATONS FOOTNG DETALS COORDNATNG 6. NOTCE TO ADJACENT PROPERTY OWNERS: THE CONTRACTOR SHALL NOTFY ABUTTNG PROPERTY OWNERS OR OCCUPANTS OF THE PROPOSED CONSTRUCTON START DATE AT LEAST CALENDAR DAYS PROR TO THE START OF CONSTRUCTON. 7. THE CONTRACTOR SHALL COORDNATE WTH DEPARTMENT OF WATER AND POWER (DWP) REGARDNG RELOCATONS OF WATER METERS. UTLTY VAULTS. ELECTRCAL VAULTS. POWER POLES. FRE HYDRANTS, AND ETC. 9- THE CONTRACTOR SHALL NOTFY LADOT TO SCHEDULE FOR RE-STRPNG A FEW WEEKS PROR TO PROJECT COMPLETON. 2, THE CONTRACTOR SHALL COORDNATE WTH BEREAU OF STREET LGHTNG (BSL) REGARDNG STREET LGHT REMOVAL. RELOCATON. OR REPLACEMENT. 2. THE CONTRACTOR SHALL COORDNATE WTH THE URBAN FORESTRY DVSON REGARDNG TREE REMOVAL AND/OR PRUNNNG. (23) , VCNTY MAP CONSTRUCTON SCHEDULE 22. PROR TO ANY START OF WORK. THE CONTRACTOR SHALL SUBMT TO THE BUREAU OF STREET SERVCES ENGNEERNG DVSON TS PROPOSED CONSTRUCTON SCHEDULE FOR APPROVAL. THE CONSTRUCTON SCHEDULE SHALL BE N THE FORM OF TABULATON, CHART OR GRAPH AND SHALL BE N SUFFCENT DETAL TO SHOW CHRONOLOGCAL RELATONSHP OF ALL CONSTRUCTON ACTVTES OF THE WORK. F THE CONTRACTOR DESRES TO MAKE A MAJOR CHANGE N THE METHOD OF OPERATONS AFTER COMMENCNG CONSTRUCTON. OR F THE SCHEDULE FALS TO REFLECT ACTUAL PROGRESS. THE CONTRACTOR SHALL SUBMT A REVSED CONSTRUCTON SCHEDULE N ADVANCE OF BEGNNNG REVSED OPERATONS. THE ENGNEERNG DVSON MAY WAVE THESE REQUREMENTS AT THER DSCRETON. OATEAAY SON LOCATON F 2. THE CONTRACTOR SHALL DETERMNE THE EXACT DEPTH AND LOCATON OF UTLTES BY EXCAVATNG WTH HAND TOOLS N ACCORDANCE WTH SECTON 426 OF THE GOVERNMENT CODE OF THE STATE OF CALFORNA.! n S a E < PROJECT TEAM HUGHS. LEE CHEF CVL ENOfrtEER 49 S. BROADWAY ST. 4TH F. LOS ANGELES. CA 95 (23) 847-8W FAX (23) SPECAL PROJECTS DVSON: NCK LOPEZ DVSON MANAGER (23) FAX (23) CONTACT - RUDY AGULARSUPERNTENDENT (23) # (23) WORK ORDER NO. ORAW94Q HQ. NORTH HOT TC SCALE T-

3 EXSTNG DRT AREA SPEED LMT: 4MPH BUREAU OF STREET SERVCES TO ADD 3" LAYER WOOD MULCH AFTER SGN NSTALLATON MEDAN CONTNUES TO BEETHOVEN AT. {NOT SHOWN) vwalgrove AVE. (NOT SHOWN) WTH CONCRETE FACE OF SGN '- S' FROM EDGE OF EX. PAVNG _ PROPOSED GAT EXSTNG GUTTER- >R EASTBOUND TRAFFC VSBLfTY) FER TO SHEETS L-2, L-3, L4 & L-5 FOR DETALS EXSTNG PROPERTY LNE EXSTNG GUTTER- EXSTNG CURB- EXSTNG DRT AREA BUREAU OF STREET SERVCES AFTER SGN NSTALLATON SPEED LMT: 4 MPH EDGE OF SGN PLACED 32 FROM FACE OF CURB TO MCLAUGHLN AVE, (NOT SHOWN) WTH DRT. LANDSCAPE\TO REMAN AND TREES TO REMAN \ LMT OF WORK EXSTNG MEDAN % WTH CONCRETE %.BAYNG TQ.REMAN \ \J MMUltomall.«llllHMu.funM3^ua lhuwnllly r MEDAN CONTNUES TO \ SAWTELLE BLVD. (NOT SHOWN) PROPOSED GATEWAY SGN: -FACE OF SGN -O* FROM EDGE OF EX. PAVNG (FOR WESTBOUND TRAFFC VSBLTY) REFER TO SHEETS L-2, L-3, L-4 & L-5 FOR DETALS / 2 \LAYOUT PLAN - VENCE BLVD. AND ALBRGHT AVE. - SGN g2

4 «ALUMNUM ROOFNG: SNAP ON BATTEN PANEL WTH GABLE CAP (PER MANUFACTURER) 2 ROOF PANELS EACH SDE OF STRUCTURE -2' ON CENTER (AGED COPPER COLOR) BY PAC CLAD PETERSON ALUMNUM (8) OR APPROVED EQUAL ADD ANTVGRAFFTT COATNG PER MANUFACTURER RECOMMENDATONS. COMPOSTE WOOD SHNGLES: ATTACH TO FRONT AND BACK OF SGN STRUCTURE FACE PER MANUFACTURER - "TRPLE 5- STRAGHT EDGE PERFECTON SHNGLES' (CYPRESS COLOR) BY CERTANTEED (8) 23V899 OR APPROVED EQUAL ADD ANTVGRAFFT COATNG PER MANUFACTURER RECOMMENDATONS. 4 X 8 X 2'-- COMPOSTE WOOD BEAM. WTH ANTVGRAFTm COATNG %. m (A WTH AKTO-GRAFTm COATNG 4' X 2 X2" COMPOSTE WOOD BEAM: SEMVGLOSS WHTE FNSH WTH ANTVGRAFrm COATNG (2) «X r COMPOSTE WOOD BEAMS: SEM-GLOSS WHfTE FNSH WTH ANTVGRAFm COATNG MOUNT SGN BETWEEN (2) BEAMS f ^ L /JVafc* h & H g L T 3 f S Sg LASER CUT TREE SYMBOL NTO CORTEN STEEL J" WDE RELEF - CUT THROUGH ENTRE SGN 3 * >5>l CORTEN STEEL SGN PANEL-THCK: MOUNT SGN BETWEEN (2 BEAMS - SEE SECTON VEW!> SEMVGLOSS WHTS FNSH WTH ANTVGRAFrm COATNG 4* X 4* X J COMPOSTE WOOD POST BASE: SEM-GLOSS WHTE FNSH WTH ANTVGRAfTm COATNG - GAP BETWEEN POST AND SGN -GAP BETWEEN FLAGSTONE AND SGN X 28' FLAGSTONE POSTCAPS: COLOR FLAGSTONE POSTCAPS (CHSELED FNSH) AND WTH * GROUT JONT N COMPLMENTARY COLOR BY CORONADO STONE PRODUCTS (8) M OR APPROVED EQUAL. ADD ANTVGRAFFT COATNG PER MANUFACTURER'S RECOMMENDATON! BREAK AWAY (WHEN STRUCK BY VEHCLE) STRUCTURE DESGNED AND PROVDED BY MANUFACTURER REFER TO FOOTNG DETALS FOR METHOD OF ATTACHMENT TO STRUCTURE FNSH GRADE OF SOL 2" BELOW TOP OF STREET CURB * 5! m 2 U a 3 & < FtFRONT VEW ELEVATON \ / nor TO SCALE..FRONT VEW DMENSONS 2 V / «TT TO SCALE z 'Ml H E* f h 5 < 3 L n 2 t * 3 u j 5 ffll «V b u ;l! H -- «j m EMA / 4 \AXONOMETRC VEW \ /HOT TO SCALE 73BACK VEW \ A > b m L-2 SHE T 3 OF 8 SHEETS

5 REFERENCE ONLY} CORTEN STEEL SGN PANEL-J* THCK: (N BACKGRC (WHEN STRUCK BY VEHCLE) )E BY MANUFACTURER - 9% COMPACTED OR UNDSTURBED / 3 \SDE VEW ELEVATroFr / 2\SDE ELEVATON DMENSONS

6 "(3) 3 J X 2# X 28" FLAGSTONE POSTCAPS: "ASPEN" COLOR FLAGSTONE POSTCAP3 (CHSELED ONADO STONE PRODUCTS (8) 7 \ROOFLAYOUT PLAN / 2 \ROOF DMENSONS

7 % ^ DAMETER SLEEVE HOLE FLLED WTH EPOXY W OR.6 REBAR 8"O.C. TWO WAYS 5 FOOTNG FRON-- VEW CC^NEC' ON AND gewfcggemert TO SCALE, 2 \ FOOTNG SDE V8EW CONNECTON AND RENFORCEMENT /NOT to cale mpn- /3AFOOTNG PLAN VEW \ /NOT TO SCALE > t L-5