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HomeMy WebLinkAboutP_5269_SP-5269-S 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-8717-1 BENCHMARK: BASIS OF BEARINGS: Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 CIVIC CENTER DOG PARK REFURBISHMENT PROJECT 1 COVER SHEET & SHEET INDEX 1. L-0.00 COVER SHEET & SHEET INDEX 2. L-0.01 DEMOLITION PLAN & NOTES/STAGING AREA DIAGRAM 3. L-1.00 CONSTRUCTION NOTES & LEGENDS 4. L-1.01 CONSTRUCTION PLAN 5. L-1.10 SHADE STRUCTURE ENLARGEMENT PLAN 6. L-1.51 CONSTRUCTION DETAILS 7. SHEET 1 SKYWAYS COVER SHEET (FOR BIDDING ONLY) 8. SHEET 2 SKYWAYS GENERAL VIEWS AND BILL OF MATERIALS (FOR BIDDING ONLY) 9. SHEET 3 SKYWAYS FOUNDATION LAYOUT (FOR BIDDING ONLY) L-0.00 PROJECT SITE GENERAL NOTES CONSTRUCTION NOTES SHEET INDEX PUBLIC WORKS DEPARTMENT DATE: JAMES M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER APPROVED: PROJECT NO. 22P12 DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR DATE:APPROVED: CIVIC CENTER DOG PARK REFURBISHMENT PROJECT CONTRACT NO. 8717-1 SYMBOL ABBREVIATIONS LEGEND LOCATION MAPEMERGENCY TELEPHONE NUMBERS TIME WARNER CABLE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT(949) 644-3011 (714) 542-6222 ORANGE COUNTY SANITATION DISTRICT SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 (714) 962-2411 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 (949) 644-3717 DAY NIGHT F W O C ALI TY CI O F N E N I AR A H C RT OP B E VICINITY MAP 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. FOR ADDITIONAL CONSTRUCTION INFORMATION NOT MENTIONED IN THESE GENERAL CONSTRUCTION NOTES, REFER TO SPECIFICATION SECTIONS. CONFORM WORK TO REQUIREMENTS OF LATEST ADOPTED EDITION OF CALIFORNIA BUILDING CODE, GREEN BOOK 2015 EDITION, AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. DIMENSIONS INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND ACTUAL FIELD CONDITIONS, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND RELATED STRUCTURES. TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. BE RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS WORK RELATED TO PROPER EXECUTION OF CONTRACTOR'S WORK. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. NOTIFY ENGINEER, FIRST, TO REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS. ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. VERIFY PROPERTY LINES PRIOR TO COMMENCING CONSTRUCTION WORK. REFER TO STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF NEWPORT BEACH, WHERE APPLICABLE. NOTE: QUANTITIES SHOWN ON PLANS FOR OWNER INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES SHOWN FOR ALL MATERIALS SPECIFIED. 19. 20. REFER TO SHEET L-0.01 DEMOLITION PLAN & NOTES, AND SHEET L-1.00 CONSTRUCTION NOTES AND LEGEND FOR CONSTRUCTION NOTES. CITY OF COSTA MESA P,4c1nc PROJECT LOCATION NOT TO SCALE (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANDUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE l>0:1 FIRE HYDRANT BLK BLOCK CATV CABLE TV !Ill WATER METER Cl CAST IRON STIREET LIGHT PULL BOX i CENTERLINE ~ CNB CITY OF NEWPORT BEACH ml TIRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR ~ STREET LIGHT C&G CURB AND GUTTER DF DRINKING FOUNTAIN 0 WATER VALVE E EAST /ELECTIRIC c-GUY WIRE EC END CURVE ECR END CURVE RETIURN "' SURVEY MONUMENT EJ EXPANSION JOINT EVC END VERTICAL CURVE p SIGN EXIST EXISTING FLG FLANGE ~ VAULT VENT FE FLANGED END e FL FLOW LINE TIREE FM FORCE MAIN 11:!1 IRRIGATION CONTROL VALVE G GAS GV GATE VALVE Im CABLE TV PULL BOX GB GRADE BREAK GE GROOVED END ~ CORING LOCATION IP&T IRON PIPE AND TAG ® LT LEFT ELECTIRICAL MANHOLE MAX MAXIMUM ~ ELECTIRICAL PULL BOX MJ MECHANICAL JOINT MIN MINIMUM b✓vd BUILDING NG NATURAL GROUND N NORTH ----EXISTING CONSTRUCTION NTS NOT TO SCALE NO NUMBER -----PROPERTY LINE OG ORIGINAL GROUND NEW CONSTIRUCTION PE PLAIN END PROP PROPOSED ---i---CENTERLINE PB PULL BOX PA PULL BOX ----S----SEWER LINE RCP REINFORCED CONCRETE PIPE RET RETAINING -----w-----WATER LINE RT RIGHT ----G---SCH SCHEDULE GAS LINE s SEWER --E--ELECTIRICAL LINE sea SEWER CLEANOUT SMH SEWER MANHOLIE --T TELEPHONE LINE SHT SHEET SW SIDEWALK -CATV-CABLIEI/ISION LINE s SOUTIH --SP--SCE SOUTIHERN CALIFORNIA EDISON SPRINKLIER SYSTEM SQ SQUARE -x-x-x-FENCE STL STEEL T TELEPHONE BLOCKWALL w WEST/WATER W/ 'MTIH XXX CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG xxxx REFER TO SHEET L-0.01 DEMOLITION PLAN & NOTES, AND SHEET L-1.00 CONSTRUCTION NOTES AND LEGEND FOR LEGENDS. :, 0 ._ 0 E E C a:) U1 '° I B_ ..... ~ -0 "' ii "C ..., ., ., .c ( VJ ., I= 0 0 d I -' / ., ., IJ.. C < (J I / ., "' ~ C ._ C .... :, ID ., < J.. Civic Ce111tr Or .... ul <O N -0 I') ~ "' C: NOT TO SCALE 0 "' .... :, 9- -I!: C a_ "' 0 C ._ ., .... C: ., APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: (J u z Rabben/Herman (J / -N a LAURA DETWEILER MICAH MARTIN TOM SANDEFUR ~ RECREATION &: SENIOR SERI/ICES DEPUTY PUEIJC WORKS DIRECTOR ASSISTANT CITY ENGINEER ., .... DIRECTOR MUNICPAL OPERATIONS u ., ~ 0 DATIE: DATIE: DATIE: ._ SHEET OF ~ o.: PA PA PA PA PA PA PA PA PA 2 E 2 1 1 3 4 B6 5 Typ 3 3 45Typ 5 Typ B6 B 6 B B 6 A A A A A A 5 Typ C C C F F D Typ DTyp DTyp B6 Typ Typ A 4 A ~2,950 sq.ft. ~2,100 sq.ft. STAGING AREA Close Off During Work Hours Note: All work/deliveries along MacArthur that interfere with traffic lane closures will require Traffic Control plans (signed by a TE) - closure hours limited to 9am - 3pm. Crane permit, if necessary. If trucks are able to park on the wide sidewalk, a 4-ft. wide walking path must be maintained along the curb. ●Deliveries made via the DG pathway will require a spotter to protect artwork and pedestrian. ●Contractor will be required to submit photo documentation showing condition of existing improvements. DEMOLITION LEGEND 1 2 3 4 5 6 CONTRACTOR TO INSPECT EXISTING DRINKING FOUNTAIN FOOTING AND PIPING. IF NEW DRINKING FOUNTAIN CAN BE INSTALLED OVER EXISTING FOOTING, AND CONNECTED AT EXISTING PIPE LOCATIONS, CONTRACTOR SHOULD DO SO (PER ALTERNATE BID #1). IF NEW DRINKING FOUNTAIN CANNOT BE ALIGNED WITH EXISTING FOOTING/PIPING, CONTRACTOR IS TO REMOVE EXISTING DRINKING FOUNTAIN FOOTING AND INSTALL NEW (PER BID ITEM #10). REFER TO ORIGINAL FOUNTAIN DETAILS 1 & 3 (THIS SHEET) FOR REFERENCE. REMOVE EXISTING ARTIFICIAL TURF, BASE AND NAILER BOARD. REFER TO ORIGINAL INSTALLATION DETAIL 6 FOR REFERENCE, ON SHEET L-1.51 REMOVE EXISTING CAULKING AND CLEAN JOINT AT BASE OF WALL PROTECT EXISTING CONCRETE WALL PROTECT EXISTING SOLID ROD FENCE AND GATES PROTECT EXISTING CAULKING AT HORIZONTAL WALL JOINT A PROTECT EXISTING CONCRETE PAVING B PROTECT EXISTING AGGREGATE MULCH NOTES: A. B. C. D. E. F. G. DEMOLITION PLAN AND NOTES ARE INCLUDED FOR GENERAL INFORMATION ONLY AND ARE NOT INTENDED TO REPRESENT ALL CONDITIONS PRESENT AT THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING THE SITE FOR CONSTRUCTION AS DESCRIBED AND DETAILED IN THE CONTRACT. DEMOLITION OF ITEMS INCLUDES REMOVAL OF DRINKING FOUNTAIN, FOOTINGS (IF NECESSARY, SEE NOTE #1 ABOVE, AND TEMPORARY CAPPING OF EXISTING LINES. CONTRACTOR TO PROTECT EXISTING UNDERGROUND UTILITY LINES AND APPURTENANCES OUTSIDE OF DEMO AREA. CONTRACTOR TO CAP, RE-ROUTE, REMOVE, RELOCATE, LINES AND APPURTENANCES AS NEEDED WITHIN DEMO AREA. CUT AND CAP UNUSED CONDUITS AND PIPING AT A LOCATION TO NOT INTERFERE WITH NEW WORK. SALVAGE EXISTING DRINKING FOUNTAINS - NOT SCHEDULED FOR REUSE. TO BE STORED OR DISPOSED AS INSTRUCTED BY OWNER'S REPRESENTATIVE. ALL OTHER DEMOLISHED ITEMS TO BE REMOVED FROM THE SITE AND DISPOSED OF. BASE PREPARED USING CITY PROVIDED CONSTRUCTION DOCUMENT PLAN (SHEET L01.01) FORM THE NEWPORT BEACH CIVIC CENTER & PARK 'CONFORMED SET' OF DRAWINGS DATED DEC. 16, 2010. SOME CONCRETE WALK WILL BE REMOVED AND REPLACED FOR INSTALLATION OF SHADE STRUCTURES. REFER TO SHEET L-1.10 FOR LIMITS OF CONCRETE REMOVAL. FINAL LIMITS OR REMOVAL AND REPLACEMENT TO BE DETERMINED AFTER RECEIPT OF “DEFERRED SUBMITTAL”. THE PREFERENCE IS TO SAW CUT ALONG EXISTING JOINT LINES TO PROVIDE MINIMAL DISTURBANCE TO EXISTING PAVING. C REMOVE EXISTING PAVING EXPANSION JOINT MATERIAL REMOVE EXISTING VINYL SCREEN MESH AND ZIP TIES FROM PERIMETER FENCE D REMOVE EXISTING CAULKING AND CLEAN VERTICAL JOINT AT WALL E PROTECT EXISTING IRRIGATION PIPE AND HEADSF 7 REMOVE EXISTING UPLIFTED CONCRETE PANEL WITH NUMBER INDICATES REMOVAL WITH LETTER INDICATES PROTECT IN PLACE 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 CIVIC CENTER DOG PARK REFURBISHMENT PROJECT P-5269-S C-8717-1 1 01/26/2023 AS-BUILT DRAWINGS 2 DEMOLITION PLAN & NOTES/STAGING AREA DIAGRAM L-0.01 3 DRINKING FOUNTAIN FOOTING1DRINKING FOUNTAIN AT DOG PARK NOTE: DRINKING FOUNTAIN DETAILS 1 & 3 ARE THE ORIGINAL DETAILS FROM SHEET L09.45 OF THE NEWPORT BEACH CIVIC CENTER & PARK 'CONFORMED SET' OF DRAWINGS DATED DEC. 16, 2010. THESE DETAILS ARE PROVIDED FOR REFERENCE ONLY. CONTRACTOR WILL BE PROVIDED ORIGINAL PDF FILE IF NEEDED. NOTE: QUANTITIES SHOWN ON PLANS FOR OWNER INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES SHOWN FOR ALL MATERIALS SPECIFIED. REINFORCED CONCRETE PAVING CONTROL JOINT EXTENT OF FOOTING - 2'-0"X2'-0" SQUARE DRINKING FOUNTAIN REBAR CORNER REINFORCEMENT - #4 REBAR 3 DRINKING FOUNTAIN DOG DRINKING FOUNTAIN AND BASIN PEDESTRIAN CONCRETE PAVING - REINFORCED ANCHOR BOLTS - BY MANUFACTURER - INSTALL PER MANUFACTURE'S CURRENT WRITTEN INSTRUCTIONS PLATE DOWEL, TYP - 14" THICK LOAD PLATE - 2'-0" O.C. MAX. AND 4" CLEAR FROM CRACK CONTROL JOINTS AND EDGES OF SUBSLAB FINISHED SURFACE PEDESTRIAN PAVING CONCRETE FOOTING - INTEGRAL COLOR TO MATCH ADJACENT CONCRETE REBAR STIRRUP - (2) #4, 3" CLEAR REBAR TYP - (7) #4, CONTINUOUS AT 18" O.C. - 3" CLEAR FROM ENDS DRAIN CONNECTION - SCD DOMESTIC WATER LINE - SCD 3 L09.13 1 1 1 1 1 0 l~~'SJ o ------0 0 0 0 ~o 0 0 0 0 0 0 0 0 ---- 34 spc_ @ 8'-o" +/-~ --.. .. -- - ' I r°1 @ --- DSCAP,t , HE"""1,t; ';b r' ~ 0 I ---. - 0 ' 00 -0 --- .~.-. :--, 1----:--. ~· ,_._. ··,- • <l PREPARED BY: • <l -J "",j f.2,·;,·'------','-.;-.-~~,.,:;.-,i;,,-1.11u'•" " J • I 0 rfi'. @ \II;)@ ' • "a " 'a I I , I 11\bJ "-~ ""'• • •'------~--" 0~ /" " " J "r J .. "' .. .. " "' " I --·~....,•c..,,...-:-:-~~·~:-:~• 1~"~. ~ -::--'i~ ,-,.~ : , <l ;.-, 'f, 0 , La, ~ • ' g: 1 ' " .," " " 4 4 " {l • • PLAN RE\1E\\£1l: Rabben/Herman DAN HERMAN AME LANDSCAPE ARQilTECfS N DESIGNED: DRAWN: MU DH U QlECKED: DH DATE: 12 DB 21 NO. DATE • <l =--· ~\o d DESCRIPTION OF REIIISIONS 0 AF0-357 19 spc. @ 8'-o" +/- T ' ' 0 AF0-357 @ 8 '-o" +/-19 spc. AF0-629 _Id_ Jg/_ 0 0 " < " • , i • 11 • .J.j. • r • 8 • • "' : :1 ! [ . : : ! . . . ;, --------==., ~ ,i,i,,I · · 1 :: 1 , · ·, • • -"" l i •1::1 •:} • •., • •., ' • • • 0 • • V Ii :1 • ; i :_; • ' II • .;"'4., .4 •• w • ~: '.-:_;I • ' :• •-•" <>4'> 4•,".4,•, • i' • ~ •,. ~t. • " ~ • ! i • J,: •H•t.>,, .. Q .. •;;,t,<' ., "K£,"c-1a<'.,....ror Q • '' l • • • , • c,J "" •f'!,<t,"'4.., M .4 • :: . j i . :i {:Zn .-~•-•,i,-. "., .: ' ' , ' . -~ ~' ' >-,. ·: : • • . ~ ~ 0i • .ri. :.-. -l :-' ·.' 1} · · · " • i • • "ii: . • : ::.: • ·. • r-,.,. . " " \ " : i . ----U • ··:: • . . . . " .,, . " . . :: .. . ·. . :: • :,:, ; . . :: ., • • 4 • " ... : ~ • " . " . ·1,1 " • " F~ , ·, • • .. • .... .!I). II " ... ~----~-----. ,~-·-------~-.. . •• . . . . . . -~~II I I I I I I I I I I j I 111 • 111 i°I I 111 11 ,._0• SQUARE AT Q()G PARK .c:,(zj'r ~ ~ 111 Ill ll b L_j_ TYPICAL SECTION APPROI/ED REI/IEIIID: TOM SANDEFUR ASSISTANT CITY ENGINEER DATE 19 2p SCALE: 1"=20' SHEET OF e " E E .8-"' .;; "' ,. ,, al 5 n. 0 Ii 0 "' 0 0 ... " -C " 0 0 ·;; 9- ~ "' 0 ~ m -:, " ·~ 0 ... ~ n: EXISTING PAVING, PROTECT IN PLACEC EXISTING FENCE & GATES, PROTECT IN PLACED E EXISTING SHADE STRUCTURE, PROTECT IN PLACE F EXISTING BENCH, PROTECT IN PLACE EXISTING AGGREGATE MULCH, PROTECT IN PLACE KEY NOTES MATERIAL & COLORTYPEDESCRIPTION COMMENTSSPECIFICATIONQUANTITY AMENITIES SCHEDULE 1 *NOTE: CONTRACTOR TO PROVIDE SAMPLES PER SPECIFICATIONS FOR LANDSCAPE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. - FINISH/TEXTUREMATERIAL & COLORWALL TYPE A DESCRIPTION COMMENTS FENCE & SCREEN SCHEDULE *NOTE: CONTRACTOR TO PROVIDE SHOP DWG & SAMPLES PER SPECIFICATIONS FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. SAND AND PRIME WITH 2 FINISH COATSDUNN-EDWARDS PAINT, BLUE MATCH (REFER TO PAINT SPEC FOR MORE INFO) TYPE CONSTRUCTION SCHEDULE COMMENTSJOINTMATERIALDESCRIPTIONPATTERN NA - NA NAARTIFICIAL TURF HORIZONTAL WALL JOINT PAVING EXPANSION JOINT NA - 2 2 VERTICAL WALL JOINT NA - G A B E C B FUSED BONDED24" HIGH, BLACK PVC COATED CHAIN LINK FABRIC, GAUGE: 11 CORE, 10 FINISH 2 STAINLESS STEEL, GRAY -- EXISTING CONCRETE WALL, PROTECT IN PLACE COMMAND DUO PET TURF EMSEAL JOINT SYSTEM -- -- EMSEAL JOINT SYSTEM SIKA-FLEX 2C-NS REPAINT EXISTING ROD FENCE AND GATES CHAIN LINK SCREEN FENCE ATTACHED TO EXISTING ROD FENCE AND GATES REMOVE AND STORE ALL EXISTING FENCE SIGNAGE PRIOR TO PAINTING. REPAINT "LARGE DOG AREA" AND "SMALL DOG AREA" SIGNS. NEW "LARGE DOG AREA" AND "SMALL DOG AREA" FONTS TO MATCH FONTS USED ON "CITY OF NEWPORT BEACH DOG PARK RULES & ETIQUETTE" SIGNS. SEE DETAIL 8, SHEET L-1.51 CONTACT SWAN FENCE, 866.514.5040 FENCING ATTACHED WITH 6" BLACK VINYL HOG TIES EJ DEFERRED SUBMITTAL CONTACT GREGG ROGERS @ COAST RECREATION INC, 714.619.0100 SEE DETAIL 7, SHEET L-1.51 FOR FOOTING CONTRACTOR TO SUBMIT SHOP DWG FOR L.A'S APPROVAL CONTACT JOHN LEE @ FERGUSON, 949.650.0646 TO MATCH EXISTING SHADE STRUCTURES MODEL LK4420BF1UDBEVG FLOOR MOUNT/FREESTANDING ELKAY DRINKING FOUNTAIN AND FOOTING SHADE STRUCTURE AND FOOTINGS B A EXISTING DRINKING FOUNTAIN BALL VALVE, PROTECT IN PLACE SEE DETAIL 3, SHT L-1.51 CONTACT CHRISTINA COLLETTI @ FIELDTURF, 858.275.4053 SEE DETAIL 2 & 4, SHEET L-1.51 SEE DETAIL 2, SHT SHEET L-1.51 SEE DETAIL 4, SHT SHEET L-1.51 CONCRETE PAVING MATCH EXISTING -MATCH EXISTING SEE DETAIL 5, SHEET L-1.51 H DIMENSIONS TO BE ADJUSTED BASED ON FINAL FOOTING SIZEJ NA -HORIZONTAL EXPANSION JOINTD SIKA-FLEX 2C-NS -- SEE DETAIL 4, SHT SHEET L-1.51 ASSUMED LOCATION OF SAWCUT FOR PAVING REMOVAL AND REPLACEMENT, SAWCUT ON SCORE OR EXPANSION JOINT F LITTLE DOG PARK DRINKING FOUNTAIN HAS SCHEDULE 80 PVC SHUT-OFF VALVE; BIG DOG PARK HAS BRASS SHUT-OFF VALVE EXISTING BENCHES SEALED WITH PENOFIN CLEAR SEALER K EXISTING PARK SIGNAGE REPLACED WITH NEW SIGNS MADE BY FAST SIGNS LOCATED IN ESCONDIDO CA WITH ANTI- GRAFFITI COATINGS L EXISTING FAKE FIRE HYDRANT, REPAINTED WITH RUST-OLEUM PRO 1-GL-2PK SAFETY YELLOW 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 CIVIC CENTER DOG PARK REFURBISHMENT PROJECT P-5269-S C-8717-1 1 01/26/2023 AS-BUILT DRAWINGS AB ANCHOR BOLTS ABBREV ABBREVIATION (S) AC ASPHALT CONCRETE AD ACCESS DOOR ADA AMERICAN WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR ALUM ALUMINUM ALT ALTERNATIVE APPR APPROVED APPROX APPROXIMATE(LY) AWL ABOVE WATER LEVEL BD or BRD BOARD BLDG BUILDING BLK BLOCK BM BEAM BOB BOTTOM OF BEAM BOC BACK OF CURB BOH BACK OF HOUSE BOT BOTTOM BOW BOTTOM OF WALL C/C CENTER TO CENTER CB CATCH BASIN CER CERAMIC CEM CEMENT CIP CAST IN PLACE CJ COLD (CONTRACTION OR CONSTRUCTION) JOINT CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CSK COUNTERSINK DET DETAIL DF DRINKING FOUNTAIN DG DECOMPOSED GRANITE DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIR DIRECTION DBL DOUBLE DN DOWN DO DOOR OPENING DR DOOR DWG or DRWG DRAWING EA EACH EOP EDGE OF PAVING ELEC ELECTRICAL ELEV or EL ELEVATION EQ EQUAL EQUIP EQUIPMENT EXIST or (X) EXISTING EJ EXPANSION JOINT EW EACH WAY EXT EXTERIOR FAD FIELD ART DIRECTED FIN FINISH FIXT FIXTURE FF FINISHED FLOOR PED PEDESTRIAN PA PLANTING AREA PC PORTLAND CEMENT PCP PORTLAND CEMENT PLASTER PL PLATE PIP POURED IN PLACE PLAS PLASTER PLYWD PLYWOOD POS PURCHASING OPERATING STATION PR PAIR PREP PREPARATION PROJ PROJECTION PTD PAINTED PTF POUND TO FIT PTM PATCH TO MATCH PVC POLYVINYL CHLORIDE QT QUARRY TILE R RISER R or RAD RADIUS RP RADIUS POINT RD ROOF DRAIN RE or REF REFERENCE REFL REFLECTED REINF REINFORCE REQ'D REQUIRED RES RESILIENT RM ROOM RO ROUGH OPENING SCH SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SIMUL SIMULATED SMH SEWER MANHOLE SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL STA STATION STD STANDARD STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL T TREAD TBD TO BE DETERMINED T & G TONGUE & GROOVE THK THICK TOC TOP OF CONCRETE or CURB TOF TOP OF FOAM TOP TOP OF PARAPET TYP TYPICAL TOW TOP OF WALL TR TOP OF ROCK FO FINISHED OPENING FOC FACE OF CONCRETE FOS FACE OF STRUCTURE FG FINISH GRADE FRC FIBER REINFORCED CONCRETE FH FIRE HYDRANT FRP FIBER REINFORCED PLASTIC FD FLOOR DRAIN FS FINISH SURFACE FSD FULL SIZE DETAIL FT FEET FTG FOOTING GA GAUGE GL GLASS GALV GALVANIZE(D) H HIGH HDWD HARDWOOD HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER IJ ISOLATION JOINT INSUL INCH IN INSULATION INT INTERIOR INFO INFORMATION LEV LEVEL LT LIGHT LTG LIGHTING LTWT LIGHT WEIGHT MAINT MAINTENANCE MAT'L MATERIAL MAX MAXIMUM MB MACHINE BOLT MECH MECHANICAL MET METAL MFR MANUFACTURER MH MAN HOLE MISC MISCELLANEOUS MO MASONRY OPENING MIN MINIMUM (N) (NEW) NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OFI OWNER FURNISH ITEM OFCI OWNER FURNISH / CONTRACTOR INSTALLED OFOI OWNER FURNISHED / OWNER INSTALLED OPN'G OPENING OPP OPPOSITE ABBREVIATIONS: 1. THE CONTRACTOR SHALL FULLY COORDINATE WITH OTHER CONTRACTORS AND GOVERNMENTAL ENTITIES WITH JURISDICTION ON THE SITE AS REQUIRED. 2. PROVIDE EXPANSION JOINTS IN ALL LOCATIONS WHERE CONCRETE PAVING ABUTS STRUCTURES, TYPICAL. EXAMPLES WHERE JOINTS ARE REQUIRED INCLUDE, BUT ARE NOT LIMITED TO ALL COLUMNS, POSTS, WALLS AND BUILDINGS. 3. ALL TRANSITIONS, EDGES AND JOINTS TO BE CLEAN, SMOOTH AND LEVEL, TYPICAL. 4. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING HARDSCAPE AND PLANTING INDICATED BY THE PLANS TO REMAIN. 5. SEE CONSTRUCTION PLAN L-1.01 FOR ADDITIONAL INFORMATION AND COORDINATION. 6. SUBMIT SAMPLES OF ALL MATERIALS TO OWNER FOR APPROVAL, PRIOR TO INSTALLATION OR USE, SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. HARDSCAPE NOTES 3 UNO UNLESS NOTED OTHERWISE VAR VARIES VEH VEHICULAR VERT VERTICAL VIF VERIFY IN FIELD CONSTRUCTION NOTES AND LEGEND L-1.00 W WIDE W/ WITH W/OUT WITHOUT WC WATER CLOSET WD WOOD WI WROUGHT IRON WKPT WORKING POINT WL WATER LEVEL WP WATERPROOFING 1 1 1 1 1 -$- PREPARED BY: Rabben/Herman REVIEWED: □ vvvvvvVv > . . . . . . □ □ □ 0( V V V V V V V V V V 0 A A A A A A A A 0 0 0 A A V V V 0 --------------r v v v v v v v v v v v v v 0 t... A A A A A ,.. ... A ,.. A A ,.. A A 0 n - ' A A A A A A A A A A A A A A A A DAN HERMAN LANDSCAPE ARCHITECT'S NAME I • I • I REVIEWED: TOM SANDEFUR ASSISTANT CITY ENGINEER DESIGNED: , ,.. DRAWN: t-:::,==::'D-'-'H'--"'-'tMU'+=-:--=:----"M"'U+--+-----+-------------------+-----1 DATE _______ _ CHECKED: DA TE: DH 12/08/21 NO. DATE DESCRIPTION OF REVISIONS APPROVIED ::, 0 ~ a V V V V V V V V V V V V E A A A A A A A A A A A A E C. 0, Ill 0, "' N '-"' N '--0 0, :J -a -a C: ., 0, ., ...J ~ en ., .... 0 z C: 0 :;:; 0 ::, .):, en C: 0 u 0 0 -I ...J / en ., i:.: 0 < 5 en a> C: "j e 0 .... ::, [D en < :I., .... u I "' N -0 "' N / "' -~ 0 "' .... §, -I!: a C. "' 0 0 ~ m .... C: ., u -~ u / -N 0 5l-en .... 0 -~ 0 ~ C. SHEET OF / a: PA PA PA PA PA PA PA PA PA G Typ EJ EJ EJ EJ E J E J EJ EJ EJ EJ EJEJ EJ EJ EJ EJ EJ EJ EJ EJ EJEJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ E J A A 22 E 1 1 B DDC C AB AB BA BA A A A B A B BA B Typ B Typ B Typ B TypBTyp BTyp CTyp CTyp CTyp C Typ E F FF F F Stop Chain Link Fence @ Gate End of Rod Fence F F EJ C E E D D B D TypE Typ Typ A A Inside DF F Start of End of 57'-4" ~2,950 sq.ft. ~2,100 sq.ft. L Drinking Fountain Plumbing Replaced with Brass Plumbing Parts EMSEAL SIKA JOINT ADDED AROUND EXISTING PLANTER AT NEW CONCRETE LOCATION F *NOTE: CONTRACTOR TO PROVIDE SAMPLES PER SPECIFICATIONS FOR LANDSCAPE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. MATERIAL & COLORWALL TYPE A DESCRIPTION FENCE & SCREEN SCHEDULE *NOTE: CONTRACTOR TO PROVIDE SHOP DWG & SAMPLES PER SPECIFICATIONS FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. DUNN-EDWARDS PAINT, BLUE MATCH (REFER TO PAINT SPEC FOR MORE INFO) TYPE CONSTRUCTION SCHEDULE MATERIALDESCRIPTION ARTIFICIAL TURF HORIZONTAL WALL JOINT PAVING EXPANSION JOINT VERTICAL WALL JOINT A B E C B 24" HIGH, BLACK PVC COATED CHAIN LINK FABRIC, GAUGE: 11 CORE, 10 FINISH -- COMMAND DUO PET TURF EMSEAL JOINT SYSTEM -- -- EMSEAL JOINT SYSTEM SIKA-FLEX 2C-NS REPAINT EXISTING ROD FENCE AND GATES CHAIN LINK SCREEN FENCE ATTACHED TO EXISTING ROD FENCE AND GATES EJ CONCRETE PAVING MATCH EXISTING HORIZONTAL EXPANSION JOINTD SIKA-FLEX 2C-NS -- F EXISTING PAVING, PROTECT IN PLACEC EXISTING FENCE & GATES, PROTECT IN PLACED E EXISTING SHADE STRUCTURE, PROTECT IN PLACE F EXISTING BENCH, PROTECT IN PLACE EXISTING AGGREGATE MULCH, PROTECT IN PLACE KEY NOTES MATERIAL & COLORTYPEDESCRIPTIONQUANTITY AMENITIES SCHEDULE 1 2 2 G 2 STAINLESS STEEL, GRAY EXISTING CONCRETE WALL, PROTECT IN PLACE TO MATCH EXISTING SHADE STRUCTURES ELKAY DRINKING FOUNTAIN AND FOOTING SHADE STRUCTURE AND FOOTINGS B A EXISTING DRINKING FOUNTAIN BALL VALVE, PROTECT IN PLACE H DIMENSIONS TO BE ADJUSTED BASED ON FINAL FOOTING SIZEJ ASSUMED LOCATION OF SAWCUT FOR PAVING REMOVAL AND REPLACEMENT, SAWCUT ON SCORE OR EXPANSION JOINT LITTLE DOG PARK DRINKING FOUNTAIN HAS SCHEDULE 80 PVC SHUT-OFF VALVE; BIG DOG PARK HAS BRASS SHUT-OFF VALVE EXISTING BENCHES SEALED WITH PENOFIN CLEAR SEALER K EXISTING PARK SIGNAGE REPLACED WITH NEW SIGNS MADE BY FAST SIGNS LOCATED IN ESCONDIDO CA WITH ANTI- GRAFFITI COATINGS L EXISTING FAKE FIRE HYDRANT, REPAINTED WITH RUST-OLEUM PRO 1-GL-2PK SAFETY YELLOW 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 CIVIC CENTER DOG PARK REFURBISHMENT PROJECT P-5269-S C-8717-1 1 01/26/2023 AS-BUILT DRAWINGS CONSTRUCTION PLAN Existing Rod Fence Paint Spec L-1.01 4 Refer to Shade Structure Enlargement Plan on Sheet L-1.10 1 1 1 1 1 1 1 1 1 -- + V + + . o· .. ' ' ' I'" "' '" '" [ o ] ~ ~ □ □ -- ..,. ..,. .,, + + .,, ..,. ~ ..,. .,, + + + + + "'1--+ _,..,..,,.., ++till -,.,_ + 0 ---- □ □ 0 0 0 0 0 0 0 0 0 0 .. .. - Dunn-Edwards - 18'211 :42 8112/2018 SEAL BEACH 0181.0274,07191 BLUE MATCH ENCT~ ENOUIIA-COAT IN/EX SG 1 Gallon M Y Notatlon 1~8 09: I Y ♦ 38.571 11 : 1 Y+ 23.995 11: 0 Y+ 20A90 (A) TONY"S l'AINTINCI I -- PREPARED BY: Rabben/Herman P-CAl\ oY x-++ RE\1E\\£1l: DAN HERMAN LANDSCAPE ARCHITECfS NAME DESIGNED: DRAWN: - □ 0 00 AF0-357 T 19 spc. @ 8'-o" +/- AF0-629 REIIIE\\£1l: TOM SANDEFUR ASSISTANT CITY ENGINEER t-,,,=.,,,,cD~H=Uc.+,,..,.,,,,----~M~U+---+-------!---------------------!----lDATE _______ _ CHECKED: DA TE: DH 12 DB 21 NO. DATE DESCRIPTION OF REIIISIDNS APPROI/ED 19 spc. @ 8'-o" +/- AF0-357 :, 0 ~ 0 E E 0 <O N <D I g ~ -0 "' a, "O c 0 n. C: 0 :;:, " :, ~ 't; " 0 0 -"! -I ? ., " i;:: 0 < 1 "' C: '[i e 0 "' ·s m ., < ~ -9 <D N -0 .., ,, "' .g "' -9- 1r;, 2p 4p ~ 0 n. SCALE: 1·=20· "' 0 0 ~ " -C: " 0 " :~ ~ -N 0 ,, ., -" .!!!, 0 ~ SHEET OF ~ n: MATERIAL & COLORTYPEDESCRIPTIONQUANTITY AMENITIES SCHEDULE F 2 2 Canopy Canopy 2 Post (Typ.)2Post F E E E E G F B B B B D D D D C C A G H H J JJ J 6'-0"6'-0" 6'-0"6'-11" 10 ' - 4 " 9' - 2 " 10 ' - 3 " 11 ' - 8 " 22' 22' 22'- 9 " 21' C o f E x i s t i n g P l a n t e r L PA EJ E J EJ EJ PA 13' Post 10' Post 10' Post 10' Post 13' Post 13' PostF EXISTING PAVING, PROTECT IN PLACEC EXISTING FENCE & GATES, PROTECT IN PLACED E EXISTING SHADE STRUCTURE, PROTECT IN PLACE F EXISTING BENCH, PROTECT IN PLACE EXISTING AGGREGATE MULCH, PROTECT IN PLACE KEY NOTES 2 2 G EXISTING CONCRETE WALL, PROTECT IN PLACE TO MATCH EXISTING SHADE STRUCTURES SHADE STRUCTURE AND FOOTINGS B A EXISTING DRINKING FOUNTAIN BALL VALVE, PROTECT IN PLACE H DIMENSIONS TO BE ADJUSTED BASED ON FINAL FOOTING SIZEJ ASSUMED LOCATION OF SAWCUT FOR PAVING REMOVAL AND REPLACEMENT, SAWCUT ON SCORE OR EXPANSION JOINT LITTLE DOG PARK DRINKING FOUNTAIN HAS SCHEDULE 80 PVC SHUT-OFF VALVE; BIG DOG PARK HAS BRASS SHUT-OFF VALVE EXISTING BENCHES SEALED WITH PENOFIN CLEAR SEALER K EXISTING PARK SIGNAGE REPLACED WITH NEW SIGNS MADE BY FAST SIGNS LOCATED IN ESCONDIDO CA WITH ANTI- GRAFFITI COATINGS L EXISTING FAKE FIRE HYDRANT, REPAINTED WITH RUST-OLEUM PRO 1-GL-2PK SAFETY YELLOW TYPE CONSTRUCTION SCHEDULE MATERIALDESCRIPTION ARTIFICIAL TURFA-- COMMAND DUO PET TURF *NOTE: CONTRACTOR TO PROVIDE SAMPLES PER SPECIFICATIONS FOR LANDSCAPE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. PAVING EXPANSION JOINTE SIKA-FLEX 2C-NS EJ CONCRETE PAVING MATCH EXISTINGF 13 ' 13 ' 10 ' LEGEND: 1 2 3 4 8" DIAMETER POST. COLOR TO MATCH EXISTING SHADE STRUCTURE POST. NOTES: 1. MATERIALS, SIZES AND ATTACHMENTS ARE TO BE CONFIRMED BY DEFERRED SHADE STRUCTURE SUBMITTAL BY VENDOR. SHADE STRUCTURE SHOP DRAWING TO BE PROVIDED TO LANDSCAPE ARCHITECT FOR REVIEW/APPROVAL. 2. ALL DIMENSIONS TO BE FIELD VERIFIED. THE DIMENSIONS SHOWN ON THE SHADE STRUCTURE ARE APPROXIMATE AND ARE BASED ON AN 2 FOOT WIDE FOOTING PLACED ADJACENT TO THE EXISTING WALL. IF THE FOOTING IS DETERMINED TO BE WIDER THAN 2 FEET, THE DIMENSION BETWEEN THE TWO POSTS ADJACENT TO THE WALLS WOULD BE REDUCED. 3. POST FOOTINGS TO ALLOW FOR INSTALLATION OF CONCRETE WALKWAY AND ARTIFICIAL TURF. 1 11 1 1 2 2 3 5 6 7 8 10 HYPAR TENSION SAIL. HDPE, FLAME-RETARDANT FABRIC. COLORS TO MATCH EXISTING SHADE STRUCTURE. STAINLESS STEEL FASTENING HARDWARE (U-BOLTS & CLAMPS) AND CABLE WITH 'RAPID RELEASE SYSTEM.' POST FOOTING ENGINEERING PER MANUFACTURER. SEE SHEET 9 (SHEET 3-SKYWAYS FOUNDATION LAYOUT). COORDINATE PAVEMENT REMOVAL AND REPLACEMENT WITH FOOTING SIZE. 5 6 7 8 EXISTING PLANTER WALL EXISTING TREE EXISTING WALL/FENCE FOOTING EXISTING SOLID ROD FENCE Typ. 3Typ. 4Typ. 9 10 EXISTING BENCH FINISH SURFACE 99 13 ' 10 ' 10 ' 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 CIVIC CENTER DOG PARK REFURBISHMENT PROJECT P-5269-S C-8717-1 1 01/26/2023 AS-BUILT DRAWINGS Shade Structure Enlargement SHADE STRUCTURE ENLARGEMENT PLAN L-1.10 5 MODEL RENDERING OF SHADE STRUCTURE (FINAL COLORS NOT DEPICTED IN IMAGE) Elevation A2A1 Elevation A2A1 1 1 1 1 1 1 1 1 0 0 0 0 - - --·;;io..=-...,.~ ~- -~ /J_..~w~~~~~ _.,,,, ,< ,,,,,,,,, / / 6-- .. / ✓• / ,,, --/....---- 0 0 0 0 0 0 PREPARED BY: 7 I J Rabben/Herman REVIEWED: DAN HERMAN LANDSCAPE ARCHllECl'S NAME DESIGNED: DRAWN: . /' 7 't'.:HrL-y'-""="' / I 0 •/ ,1 //. / ;:: ' ' / ' □ 0 0 0 0 0 0 0 0 0 REVIEWED: TOM SANDEFUR ASSISTANT CITY ENGINEER t-::c:=cc=D_H~_Ui-::-c:::c---M_U1----+-----1----------------------1-----1 DAlE _______ _ CHECKED: DA lE: DH 12 OB 21 NO. DAlE DESCRIPTION OF REVISIONS APPROVED - 5 • I.. 0 E E 0 C> IN co I'} IN ' t + r-~ SCALE: 1/4"=1'-o" 5 "' ;i;: -0 C: 0 a. -C " E "' I.. 0 C w ~ ::, -0 ::, I.. -(/) " -0 0 .c (/) 0 --I ....J / ., " ii: C <( u I / ., "' "i 0 I.. C :'.:'. ::, ID ., <( !. -9 co IN -0 I'} ~ "' C ·o "' -::, ~ ,:!: 0 a. "' 0 C I.. " -C " u 0 :~ u / -IN 0 ~ ., -u " -~ 0 I.. SHEET OF ~ a: (FOR RERFERENCE ONLY) ORIGINAL ARTIFICIAL TURF DETAILS 1-1/2" = 1'-0" DTC-ArtificialTurf (original) NOTE: ORIGINAL DETAILS FROM SHEET L17.01 OF THE NEWPORT BEACH CIVIC CENTER & PARK 'CONFORMED SET' OF DRAWINGS DATED DEC. 16, 2010. CONTRACTOR WILL BE PROVIDED ORIGINAL PDF FILE IF NEEDED. 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 CIVIC CENTER DOG PARK REFURBISHMENT PROJECT P-5269-S C-8717-1 1 01/26/2023 AS-BUILT DRAWINGS CONSTRUCTION DETAILS ISOLATION JOINT -CAULKED SAWCUT CONTRACTION JOINT TO MATCH ADJACENT PAVING POLYURETHANE CAULKING - COLOR PREMOLDED ISOLATION JOINT FILLER EXISTING JOINT2 4 3 1 LEGEND: OCCURS IN CONCRETE ONLY - (10' o.c. MAX.) 3/16" 1 54 2 1 6 CAULKED JOINT ENLARGEMENT OF TYPICAL 3 1 7 5 4 6 EXPANSION JOINT - CAULKED SEE PLAN FOR LOCATION (EJ)OCCURS AT ALL FIXED EDGES 3/16" PAVING JOINTS NOT TO SCALE DTSC-JOINT EXISTING CONCRETE PAVING CLOSED-CELL POLYURETHANE BACKER ROD.5 EXISTING WALL6 1 2 4 3 3 OCCURS AT ALL FIXED EDGES NOTE: EXISTING JOINT CAULKING AND BACKING TO BE REMOVED AND JOINT TO BE THOROUGHLY CLEANED PRIOR TO RECAULKING TOOL EDGES OF EXPANSION JOINT7 6 L-1.51 PROPOSED ARTIFICIAL TURF 3" = 1'-0" DTC-ArtificialTurf 3' - 0 " 2'-0" (IF NEEDED, PER BID ITEM #10) DRINKING FOUNTAIN FOOTING 1/2" = 1'-0" DTC-Drinking Fountain ANCHOR BOLTS LEGEND: 1 2 EXISTING CONCRETE 3 4 5 DRINKING FOUNTAIN 1 2 3 4 5 6 7 8 (2) #4 REBAR, 3" CLEAR FROM ENDS (7) #4 REBAR CONTINUOUS @ 18" O.C. 3" CLEAR FROM ENDS DRAIN CONNECTION6 7 DOMESTIC WATER LINE 8 CONCRETE FOOTING, INTEGRAL COLOR TO MATCH ADJACENT CONCRETE 1 2 3 9 2' - 0 " 2'-0" 10 DOWELED EXPANSION JOINT (IF NEW FOOTING PROVIDED)9 SECTION PLAN COMPACTED SUBGRADE10 9 8 FLUSH 8 3" CLEAR NOTE: REFER TO SHEET L-1.01 FOR LOCATION OF EXISTING 1/4 TURN BALL VALVE FOR EACH DRINKING FOUNTAIN. 2' - 0 " CHAIN LINK SCREEN FENCE 1/2" = 1'-0" DTC-Screen FINISH GRADE LEGEND: 5 6 1 FINISH SURFACE 2"x2"x11 GA. CORE, PVC COATED CHAIN LINK FABRIC, KNUCLED TOP & BOTTOM EXISTING SOLID ROD FENCE2 3 EXISTING WALL/FOOTING 4 FENCING ATTACHED WITH STANDARD 6" BLACK VINYL HOG TIES EVERY 3RD ROD 2 INSIDE OF PARK OUTSIDE OF PARK 53 4" Va r i e s TIES1 4 4 3 5 6 1 3 PLAN ENLARGEMENT 1 4 2 @ EVERY 3RD BAR 4 4 VARIES AP P . 3 / 4 I N 1/ 4 I N DE P T H V A R I E S W I T H N O M I N A L M A T E R I A L S I Z E EMSEAL JOINT SYSTEM NTS DTC-WallJoint LEGEND: 1 EMSEAL JOINT SYSTEMS LTD. DSM - DECK TO WALL - TYPICAL 3IMPREGNATED EXPANDING FOAM ANCHORING SYSTEM AND SHOCK/SOUND ATTENUATING BAFFLE 2 WATERTIGHT FACTORY APPLIED TRAFFIC-GRADE SILICONE BELLOWS (NUMBER OF BELLOWS VARIES WITH NOMINAL MATERIAL SIZE) 4 FIELD APPLIED MIN. 3/4 IN DEEP INJECTED SEALANT BAND AND CORNER BEAD ALONG SIDE OF DSM AS SHOWN - BOTH SIDES (SILICONE SUPPLIED BY EMSEAL) EPOXY ADHESIVE, BOTH SIDES 2 4 3 1 2 39 47 8 5 (FOR RERFERENCE ONLY) CONCRETE PAVING 1-1/2" = 1'-0" DTC-ConcPaving (Original) NOTE: ORIGINAL DETAIL FROM SHEET L09.12 OF THE NEWPORT BEACH CIVIC CENTER & PARK 'CONFORMED SET' OF DRAWINGS DATED DEC. 16, 2010. CONTRACTOR WILL BE PROVIDED ORIGINAL PDF FILE IF NEEDED. LEVELING COURSE DRAIN ROCK SUBGRADE 4" 1 " K9 GRASS K9 GRASS AT PEDESTRIAN CONCRETE CONCRETE PAVING FILTER FABRIC 2X4 RECYCLED PLASTIC BENDER BOARD LEVELING COURSE DRAIN ROCK FASTEN BOARD TO PAVING THICKENED EDGE WITH TAPCON FLAT HEAD CONCRETE SCREW - PREDRILL SCREW HOLE - SPACE 18" ON CENTER SUBGRADE 4" 1 " K9 GRASS AT IRRIGATION HEAD 1" 4 " K9 GRASS ANCHORED TO COLLAR WITH 1" GALVANIZED NAILS OR STAPLES MATCH NAILER BOARD PERIMETER SUBGRADE 6" GALVANIZED SPIKE - MINIMUM 2 PER COLLAR DRAIN ROCK LEVELING COURSE COLLAR - RECYCLED PLASTIC SHEET LUMBER 4'X8'X1/2" THICK - COLLAR SHALL BE CUT TO FIT BY K9 GRASS INSTALLER IRRIGATION HEAD 1/ 2 " 6" MIN. 1 1 1 0 0 0 0 0 0 0 0 0 0 0----- 0 0 0 o~~-----\, 0----- (I) SCALE; I 0 I ,· TYPICN. SECTION @ SCALE: I 0 I •• I ,· ---..... // "--, "'-... // \ '-... '-... // I \ '-... t V . • (I) ~ill'-FORCED P&DE&TIIIM C0NCFIETli PAVNil SCALE: I I I 0 if:>" ,· • 0 0 0 .. • . ( ~---------REB~R -~4 A 12" OCEW ~----CONCRETE' PAVING 1 ____ FINISH SURFACE ~----AGGREGATE BASE ~-------MOlSTLJRE-cmmmoNEO SUBGRADE ~---------SUBGRAOE T'l'i'ICAL SECTION / . • 0----- TY'PtCAL 'SfCTlON ® SCALE; I 0 I ,· I ,· NPICAL SEGTIOI-J ( \ \ I '-... I I \ ·. I " / -::-------✓------ 0 0 0 0 0 ----- 0 0 0 ,f 0----- 1 ·t/2' SYNTHETIC GRASS BLADES SAND INFllL (INSTALLED INTO THATCH LAYER) AQUPFLOW BACKING (WEED BARRIER INTEGRATED INTO BACKING) <l MINIMUM 4· AGGREGATE BASE OR CLASS 2 ROAD BASE COMPACTED TO 90% NATURAL SOIL SURFACE ~-------------------COMPOSITE NAILER BOARD POSITIONED 1/2" FROM TOP OF CURBING CONCRETE CURBING NOIES: 1. 100% POLYETHYLENE GRASS FIBERS. 2 ADA COMPLIANT SYNTHETIC GRASS ACCESSIBLE SURFACE 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL DIMENS ION S ARE CONSIDERED TRUE AND REF LECT MANUFACTURER'S SPECIFI CATIONS. 0----- ::, e 0 E E Q. DO I{) C> "' 3: .,, ai .3 " 0 C 0 :;::; " 2 1n C 0 (.) in ... " .... C ~----------------------~-----------~~~-----~----------------------~----~-----------~------------------------------------lu" REVIEWED: REVIEWED: PREPARED BY: Rabben/Herman -~ 9--N 0 DAN HERMAN TOM SANDEFUR ;:l, LANDSCAPE ARCHITECT'S NAME ASSISTANT CITY ENGINEER !l f--------------------------~----------lu DESIGNED: DRAWN: .!!!, ~===-D_H~_ur::-==---M_U"'l-----l-----1----------------------+-------l DATE_________ 1-----------t e CHECKED: DATE: SHEET OF ~ DH 12 OB 2l NO. DA TE DESCRIPTION OF REVISIONS APPROVED , . ~---------------------------------------------------------------------~----------------------~-----~--~~-~-~-----~----------------------~----~-----------~-------------------------~--------~a. CONSTRUCTION SUBMITTAL Western State Builders. Inc. 2141 Orange Ave Escondido, CA 92029 dougl@Westernstatebuilder.com SUBMITTAL ID PROJECT ID PROJECT NAME DATE 003R1 8717-1 Civic Center Dog Park Refurbishment 6-13-2022 SUBMITTED TO City of Newport Beach SUBMITTAL TYPE X SHOP DRAWING X PRODUCT DATA REQUEST FOR INFORMATION COMPLETED FORM / QUALITY RECORD QUALITY SYSTEM DOC OTHER (DESCRIBE): DESCRIPTION OF SUBMITTAL USA Shade Specs and Drawings ATTACHMENTS Product Material, Product Data COMMENTS Please review the USA Shade engineered drawings for compliance and select powder coat and shade sail colors SUBMITTAL PREPARED BY PREPARER TITLE DATE SUBMITTAL APPROVED BY APPROVING PARTY TITLE DATE Doug Lewis 6-13-2022 CLIENT POINT OF CONTACT Tom Sandefur REVIEW STATUS PENDING APPROVED APPROVED AS NOTED DISAPPROVED – RESUBMIT INCOMPLETE – RESUBMIT OTHER (DESCRIBE): † No Exception Taken † Rejected † Make Corrections Noted † Submit Specified Item † Revise and Resubmit † Not Reviewed Submittal is reviewed only as to general conformity with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections and/or comments made as a part of this submittal review do not relieve contractor of compliance with the Contract Documents, applicable codes, and laws, all of which have priority over this submittal. The design professional does not warrant or represent that the information within the submittal is either accurate or complete. Sole responsibility for correct design, details, and dimensions shall remain with the party providing the submittal. Contractor is responsible for all dimensions, quantities and performance requirements to be confirmed and correlated at the job site; for all information that pertains solely to the fabrication processes or to techniques of construction; for all coordination of the work of all trades; for assuring consistency with the Contract Documents and for performing the work in a safe and satisfactory manner. Rabben/Herman design office Reviewed By:_________________________________Date:_____________ Maro Urena 06/14/22 RHdo Comment: City to select final colors. L___ _ ________j____ _ ______.L_ _ _L____ __ ·~~~---~---------,~~ ----j USA-CS-ESWATCH-2014 West Coast Office 350 Kalmus Drive Costa Mesa, California 92626 P. 714.427.6981 F. 714.427.6982 TF. 800.50.SHADE B R A N D S Y O U K N O W . . . S T R U C T U R E S Y O U T R U S Tw w w . u s a - s h a d e . c o m Colourshade® FR fabrics carry a comprehensive manufacturers warranty from the date of installation against failure from significant fading, deterioration, breakdown, mildew, outdoor heat, cold or discoloration. (Fabric colors may vary slightly based on the media of which this flyer is printed out on or distributed as pdf.) Blue Shade Factor 80% UV Factor 85% Green Shade Factor 80% UV Factor 85% 2014 Colourshade ® FR Fabric Silver Shade Factor 80% UV Factor 81% Terracotta Shade Factor 75% UV Factor 82% Desert Sand Shade Factor 80% UV Factor 92% Yellow Shade Factor 80% UV Factor 89% Red Shade Factor 80% UV Factor 86% F-44402 Registered Flame Resistant Product by California Fire MarshallReg# F-44402  &oOoXUshadH )5 )aEUic ! 'l ', . \' i I l I I I I, I ; j ._.. 1 r • ,-J,, 1., 1,,,. 1 1 , , a I 1. • 1. 1· 1 , •. t , \ & • • ,., '·' I ! I I '.• I ,, I I I i , ,, If ,, 1 i, , , ,·n 1 ' I 4 I 'L I I J, ' ' i Ir .· 1-I I i \ !' l. 'I ','I • / I , / , ' • t r .1 1, 1 • , . : • •1 .. 1 , 1 Y 1 ,. , ·r , ; • •. i i Ci] NFPA® NATIONAL FIRE PROTECTION ASSN. • INTl!RNATIONAL Standards Worldwide ~ I/' II I/ II J, .Y 1 j 'I j ,, 1/ l'\ "t, I ~J 'I " I J ''tl '.I .\: '\u "'.\ '/ \ I -~ !\, II ~ :~L(i I ,1 ~ LJ 1 :A ' '• '·' ~., I' r: 'J I ' ! J ' I I ·' a \_.J ' I > I 1_, ·1 I J • I I -' _, , I II I I I l i ' ) .. , ·1 J I I I ~ I J j STANDARD POWDER COAT COLORS www.usa-shade.com Copyright © 2019 by Shade Structures, Inc. All rights reserved Corporate Headquarters DFW International Commerce Park 2580 Esters Blvd, Suite 100 DFW Airport, Texas 75261 PH: 214.905.9500 TF: 800.966.5005 West Coast Office PH: 714.427.6981 Southeast Office PH: 214.905.9500 Powder coating provides maximum adhesion, UV protection and fade resistance. Available in a wide range of colors, this coating has higher surface hardness/scratch resistance than common liquid paints. Powder coat colors may vary slightly based on the media of which flyer is printed out on or distributed as PDF. WHITE 115618WHT TELEGRAY 115892 RED 115618RED YELLOW 115618YLW DARK BROWN 115618DBW LIGHT IVORY 115893 BLUE 115618BLU FOREST GREEN 115618FRG BLACK 115618BLK COBALT 115618CBB FADERESISTANT SCRATCHRESISTANT MAXIMUMADHESION•• -,,,.. \it. - -. . . RED 115618RED YELLOW 115618YLW BLACK 115618BLK DARK BROWN 115618DBW COBALT 115618CBB LIGHT IVORY 115893 BLUE 115618BLU WHITE 115618WHT FOREST GREEN 115618FRG TELE-GRAY 115 892 Powder coating provides maximum adhesion, UV protection and fade resistance. Available in a wide range of colors, this coating has higher surface hardness/scratch resistance than common liquid paints. Powder coat colors may vary slightly based on the media of which Ayer is printed out on or distributed as PDF. USASHADE & Fabric Structures® www.usa-shade.com Corporate Headquarters DFW International Commerce Park 2580 Esters Blvd, Suite 100 DFW Airport, Texas 75261 PH: 214.905.9500 TF: 800.966.5005 West Coast Office PH: 714.427.6981 Southeast Office PH: 214.905.9500 Copyright© 2019 by Shade Structures, Inc. All rights reserved GENERAL NOTES DESIGN LOADS BUILDING CODE LIVE LOADS SNOW LOAD WIND LOADS CBC2019(BASEDON IBC2018) 5PSF SPSF 115MPH1 3-Sec. Gui.I, RISK CATEGORY 11 & EXPOSUREC 1.-115 MPH ACCORDING THE ULTIMATE WIND SPEED MAPS OF ASCE 7-16IS EQUIVALENT TO THE NOMINAL WINO SPEED OF QO MPH ACCORDING ASCE 7-05 ANO IBC 2018 EQ 16-33. STRUCTURAL STEEL 1.-ALL STRUCTURAL SHAPES SHALL BE COLD FORMED HSS ASTM A500 GRADE C, UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS PRODUCTS: SQUARE AND RECTANGULAR 50,000 PSI YIELD f 62,000 PSI TENSILE ROUND PIPE 46,000 PSI YIELD f 62,000 PSI TENSILE 2.-ALL GALVANIZED STEEL TUBE PRODUCTS ARE MANUFACTURED PER ASTM ASOO, TYPICAL MECHANICAL PROPERTIES ACHIEVED FOR GALVANIZED TUBE PRODUCTS: ROUND TUBE 45,000 PSI YIELD/ 48,000 PSI TENSILE 3.-ALL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50. 4,-ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USING THE IN-llNE ELECTROPLATING COAT PROCESS. TUBING SHALL BE INTERNALLY COATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION AS MANUFACTURED BY ALLIED TUBE & CONDUIT. 5.-STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 6.-ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) 01.1 SPECIFICATIONS. ALL WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE WEAKER MEMBER. ALL WELDS SHALL BE MADE USING E70XX .045 WIRE. 7.-SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED). ALL FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS OTHERWISE NOTED. FIELO WELDS SHALL NOT BE ALLOWED. 8.-ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM A325 TYPE 1 OR A490 TYPE 1. ALL NUTS SHALL COMPI.. Y WITH ASTM A5630H, ANO WASHERS SHALL COMPLY WITH ASTM F436. 9.-ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. 10.-ALL STAINLESS STEEL BOLTS I STUDS SHALL COMPLY WITH ASTM F-593, ALLOY GROUP 1 OR 2 ALL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2. 11.-ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT (2.5 TO 3.5 MILS THICK MIN). THIS COAT IS A WEATHER RESISTANT POWDER COATING BASED ON POL YE STER TGIC (MANUFACTURED BY SHERWIN WILLIAMS OR TIGER DRYLAC). TO ACHIEVE OPTIMUM ADHESION, rT IS RECOMMENDED THAT THE PROPER TREATMENT AND DRYING TAKE PLACE BEFORE COATING. POLYESTER POWDER (TGIC) SPECIFICATIONS SHALL BE AS FOLLOWS: -PENCIL HARDNESS (ASTM D-3363) -HUMIDITY (ASTM D-2247) • SOLVENT RESISTANCE (PCI METHOD)-50 DBL RUBS SL SOFTNES FABRIC SPECIFICATION 1.• FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET ADDITIVES, WITH MONOFILAMENT ANO TAPE CONSTRUCTION GIVING A STABLE MATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT. 2.-FABRIC SPECIFICATIONS: • TEAR STRENGTH • BURST STRENGTH -FADING -LIFE EXPECTANCY EXPOSURE TO THE SUN SOLID COLORS STRIPE COLORS WARP 220.4622 LB WARP 182.9836LB WEFT462.9707LB WEFT401.2413LB 37.7098 PSIA 33.0686 PSIA MINIMUM FADING AFTER 5 YEARS A MINIMUM OF 8 YEARS CONTINUOUS 3.-FIRE TEST ON FABRIC: NFPA 701 TEST 2ANO ASTM E 84 4.-THREAD-PTFE (TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION RESISTANT AND UV RADIATION IMMUNITY. LOCKSITTCH -1200 DENIER. CHAINSTITCH THREAD -2400 DENIER. AIRCRAFT CABLE 1.-WIRE ROPE CABLE SHALL BE 7)(19 STRAND CORE GALVANIZED WIRE ROPE WITH A BREAKING STRENGTH VALUE OF 14,400 LBS (3/8" DIAMETER). 2.-CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS (DESIGNED PURPOSELY UNDERSIZED) REACH A TAUNT APPEARANCE. ANY LONG TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE RE-TIGHTENING VISITS AS REQUIRED. 1A 10 1B LIST OF MATERIALS ITEM QTY. I DESCRIPTION I MATERIAL/ DWG STEEL AND Bot.TS 1A 1 COLUMN HSS 08.625 x 0.322 1B 1 COLUMN HSS 08.625 x 0.322 1C 1 COLUMN HSS 06.625 x 0.322 1D 1 COLUMN HSS 08.625 x 0.322 1E 1 COLUMN HS$ 08.625 x 0.322 1F 1 COLUMN HSS 08.625 x 0.322 800 24 ANCHOR ROD SET 1-114" x 36" F1554 GR55 (GALVANIZED) FABRIC AND HARDWARE 2A 1 FABRIC (CUSTOM) HOPE MESH 2B 1 FABRIC (CUSTOM) HOPE MESH 3 • 30 FT OF 03/8" STEEL CABLE GALVANIZED CABLE 4 24 0316" CABLE CL.AMP GALVANIZED 5 ' 314" SWIVEL JAW END GALVANIZED • ' 3/4" QUICK LINK ZINC PLATED 7 12 03/8"THIMBLE GALVANIZED ,c ISOMETRIC VIEW SMI PART NO, NIA NIA NIA NIA NIA NIA 307815 AREA: 121 SQF, WEIGHT: 5 LBS AREA: 108 SQF, WEIGHT: 5 LBS 308175 307829 308586 308205 306054 r 1E 1F CODE ANALYSIS BUILDING I OCCUPANCY I CONS+v~;T10N I :ae:, I oc~i:OANT SHADE STRUCTURE I u I V•B I '" I NIA SEE PAGE 2000 I NOTICE FABRIC TOP NEEDS TO BE REMOVED IF SNOW EXCEEDING S PSF IS ANTICIPATED FABRIC TOP NEEDS TO BE REMOVED IF WINDS EXCEEDING 11S MPH ARE ANTICIPATED, SEE NOTE 1 OF DESIGN LOADS THESEF'I..N'ISANOSPECIFICATIONSARETHE PROPERTYOFUS.-.SHADEANOFMIRIC STRUCl\JRESANOSHAI.LNOTBE REPROOUCED WllliOUT TliEIR WRITTEN PERMISSION. USASHADE a '•brio llr11ot11r••• CORPORATE HEADQUARTERS 2560 ESTERS BLVD., SUITE 100 DFW AIRPORT, TX 75261 800-966-5005 CERTIFICATIONS: IASCERTIFICATIONNo:F"-'28 Cl...llRKCClU'ITYMANUFACl\JRER CERTIFICATIONNUMBERfNEVAD,O,.t,»11 CUSTOMER: WESTERN STATE BUILDERS, INC. PROJECT NAME: CIVIC CENTER DOG PARK SHADE STRUCTURES LOCATION: CORONA DEL MAR CA PROJECT NUMBeR 82388 STRUCTURE TYPE: 3 POINT SAIL PRODUCT #307.CUST. SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B ~ gitally signed by illiam N Bowen II, E. N: cn=William N owen II, P.E., o, ou, mail=bbs_consulta ts@msn.com, c=US ate: 2022.06.13 4:00:55 -05'00' Eng. By: MB Design By: OT Approved By : MB DRAWING DESCRIPTION: NOTES/LOM DWG. 82386-1 .0 PAGE 1000 REV. NC m " 2 ffi SYMBOLOGY 0 ~::s~~T~~~~6;,v:i~ISHED SURFACE) FINISHED SURFACE 1B 1C 'X' MARK INDICATES THE COLUMN ORIENTATION USED FOR INSTALLATION PURPOSES. ALIGN COLUMN WITH PLAN NORTH. I I i I 1·-10- ~ I FRONT ELEVATION I I I I 10 1E/ FOR FOOTING ANO MOUNTING DETAILS REFER TO PAGES 3000 & 3001 1E CABLE SECTION A-A 03/8" CABLE ASSEMBLY TYPICAL CABLE ENO f" - 1C 1F / C~PS g QUICK LINK 1/4 El ---------=::: ! ~ SURFACE !FINISHED 1E1A SIDE ELEVATION TYP PLAN NORTH E9 FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN J?,r-<TYP ~ ~ - ~ 10 1B THESEPI..N'ISANOSPECIFICATIONSARETHE PROPERTYOFUS.-.SHADEANOFMIRIC STRUCl\JRESANOSHAI.LNOTBE REPROOUCED WllliOUT TliEIR WRITTEN PERMISSION. USASHADE a '•brio llr11ol11r••• CORPORATE HEADQUARTERS 2580 ESTERS BLVD., SUITE 100 DFW AIRPORT, TX 75261 800-968-5005 CERTIFICATIONS: IASCERTIFICATIONNo:F"-'28 Cl...llRKCClU'ITYMANUFACl\JRER CERTIFICATIONNUMBERINEV"'°"t,»11 CUSTOMER: WESTERN STATE BUILDERS, INC. PROJECT NAME: CIVIC CENTER DOG PARK SHADE STRUCTURES LOCATION: CORONA DEL MAR CA PROJECT NUMBER 82388 STRUCTURE TYPE: 3 POINT SAIL PRODUCT #307.CUST. SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B ~ gitally signed by illiam N Bowen II, E. N: cn=William N owen II, P.E., 01 ou, mail=bbs_consulta ts@msn.com, c=US ate: 2022.06.13 4:01 :09 -05'00' Eng. By: MB DnlgnBy: OT Approved By : MB DRAWING DESCRIPTION: VIEWS AND DETAILS DWG. 82386-1.0 PAGE 2000 REV. NC 50'-13/4" I =-I , 29'.9 314• FOUNDATION LOCATION PLAN (ELEVATIONS ARE IN FEET) (FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS) PLAN NORTH E9 FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN THESEF'I..N'ISANOSPECIFICATIDNSARETHE PROPERTYOFUS.-.SHAOEANOFMIRIC STRUCl\JRESANOSHAI.LNOTBE REPROOUCED WllliOUT TliEIR WRITTEN PERMISSION. USASHADE a '•brio llr11ol11r••• CORPORATE HEADQUARTERS 2580 ESTERS BLVD., SUITE 100 DFW AIRPORT, TX 75261 800-968-5005 CERTIFICATIONS: IASCERTIFICATIONNo:F""-'28 Cl...llRKCClU'ITYMANUFACl\JRER CERTIFICATIONNUMBERINEV"'°"t,»11 CUSTOMER: WESTERN STATE BUILDERS, INC. PROJECT NAME: CIVIC CENTER DOG PARK SHADE STRUCTURES LOCATION: CORONA DEL MAR CA PROJECT NUMBeR 82388 STRUCTURE TYPE: 3 POINT SAIL PRODUCT #307.CUST. SIZE: SEE PAGE 2000 SCALE : AS NOTEO DRAWING SIZE: B Eng. By: MB DnlgnBy: OT Approved By : MB DRAWING DESCRIPTION: FOUNDATION LAYOUT DWG. 82386-1.0 PAGE 3000 REV. NC REINFORCED CONCRETE NOTES 1.-CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301 AND BUILDING CODE ACI 318. CONCRETE SPECIFICATIONS, SHALL BE AS FOLLOWS: • 28 DAY STRENGTH: 2500 PSI -SLUMP: 3-5 -PORTLAND CEMENT SHALL CONFORM TO C-150 • AGGREGATE SHALL CONFORM TO ASTM C-33 2.-ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-ll15 GRADE 60; AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301, ACI DETAILING MANUAL ANO CRSI MANUAL OF STANDARD PRACTICE. 3.-ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE) SHALL COMPLY WITH ASTM F-1554 GRADE 55 (GALVANIZED). 4.-ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 5000 PSI, AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109, ASTM C939, ASTM C1090, ASTM C1107, WHEN APPLICABLE. 5.-SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806,2, CLASS; 5 ~ 01'-05/8" BOI. TS CENTER 01'-41/8" BASEPLATE PJP FINISHED SURFACE ~ ~ 'X' MARK INDICATES THE COLUMN X ~~~~~~~~TALLATION (TYP) PURPOSES. z ~ r~=,=JJ= ~ -1-11 I ---41 ---=1 - FOOTING TYPE "2'·0" X 8'-0" S (RBP-RECESSEO BASE PLATE) USE FOR NON-CONSTRAINED CASES Pl1-1/4X16-1/8 A572GR.50 PLT-048 5;;., N@ ~ <i1 ~ ~ <i1 ~ ~ PLAN NORTH E9 FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN THESEF'I..N'ISANOSPECIFICATIDNSARETHE PROPERTYOFUS.-.SHAOEANOFMIRIC STRUCl\JRESANOSHAI.LNOTBE REPROOUCED WllliOUT TliEIR WRITTEN PERMISSION. USASHADE a '•brio llr11ot11r••• CORPORATE HEADQUARTERS 2580 ESTERS BLVD., SUITE 100 DFW AIRPORT, TX 75261 800-968-5005 CERTIFICATIONS: IASCERTIFICA.TIONNo:F""-'28 Cl...llRKCClU'ITYMANUFACl\JRER CERTIFICATIONNUMBERfNEVAD,O,.t,»11 CUSTOMER: WESTERN STATE BUILDERS, INC. PROJECT NAME: CIVIC CENTER DOG PARK SHADE STRUCTURES LOCATION: CORONA DEL MAR CA PROJECT NUMBER 82388 STRUCTURE TYPE: 3 POINT SAIL PRODUCT #307.CUST. SIZE: SEE PAGE 2000 SCALE : AS NOTED DRAWING SIZE: B Eng. By: MB DnlgnBy: OT Approved By : MB DRAWING DESCRIPTION: m " 2 ffi FOOTING DETAILS DWG. 82386-1 .0 PAGE 3001 REV. NC E 0 u cu "C 11] ..c Vl rb Vl ::::, LI'\ 0 0 LI'\ \D \0 CJ'\ ,,...... 0 0 00 ..__, .... \0 N LI'\ r-.. ~ -e 0 0. '-~ ~ Cl 0 0 .... QJ .-!= ::::, Vl "C~ > co ~ QJ -1--' Vl LLJ 0 00 LI'\ N Vl ~ ::::, -1--' u ::::, '--I--' Vl u ·c ..0 11] LL ~ LLJ Cl <C :::c Vl <C Vl ::, PROJECT: LOCATION: STRUCTURE: USASHADE & Fabric Structures STRUCTURAL CALCULATIONS CIVIC CENTER DOG PARK SHADE STRUCTURES CORONA DEL MAR, CA 3 PT SAILS UNIT June 6, 2022 Digitally signed by William N Bowen II, P.E. DN: cn=William N Bowen 11, P.E., o, ou, email=bbs_consultants@msn.com, c=US Date: 2022.06.13 14:00:32 -05'00' IND EX ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS WIND FORCE CALCULATION DRILLED PIER FOOTING DESIGN RISA-3D ANALYSIS GRAPHIC INPUT: Isometric/ Projected views TEXT REPORT: Global Information Member and Node Numbers Basic Load Conditions (selected) Materials Joint Coordinates Member Data Sections Boundary Conditions Basic Load Cases (BLC) Summary Load Combination (LC) Summary Envelope Reactions Envelope Member AISC Code check Material Takeoff GRAPHIC OUTPUT: Envelope Member AISC Code Check PARAMETERS AND ASSUMPTIONS: 1) CODE COMPLIANCE: 2) DESIGN SOFTWARE: 3) BASIC LOAD CONDITIONS: CBC 2019 ( based on IBC 2018), ASCE 7-16, ACI 318-14 & AISC 360-16 ASD 15TH Edition. Risa3D 17.0 A) Dead Load (DL): Selfweight is calculated by the program. B) Roof Live Load (RLL): 5 psf applied to the fabric. C) Snow Load: 5 psf applied to the fabric. D) Wind Load: Basic wind speed (V): 115 MPH based on the ASCE 7-16 basic wind speed map 26.5-1 B for 3 sec gust, Risk Category 11 & Exposure C. Refer to next page for detailed Wind Forces calculation. E) Seismic Load: Seismic Design Category: D Type II D 4) LOAD COMBINATIONS: DL+ LL o.6 DL + o.6 WL (XA) o.6 DL + o.6 WL (ZA) o.6 DL + o.6 WL (XB) o.6 DL + o.6 WL (ZB) 5) SOILS PARAMETERS: Building Risk Category : Site Class: Seismic Risk Category: 11 Spectral response coefficients: SDS = 1.33 & SD1 = 1 (based on worst case conditions of 2.og and 1.og for Ss and S1 respectively) Response Modification Coeff: (Cantilevered Column special frame) (Ra=2 1/2) Seismic Response coefficient ( C5): 0.53 Structure DL (see take-off report): 2,000 lbs Design Base Shear: V= Cs (W) = 1,060 lbs Seismic loads are usually smaller than Wind loads for light steel frames, and will not govern the lateral analysis. o.6 DL + WL (UPLIFf) DL + 0.75 [ LL+ o.6 WL (XA) ] DL + 0.75 [ LL+ o.6 WL (ZA) ] DL + 0.75 [ LL+ o.6 WL (XB) ] DL + 0.75 [ LL+ o.6 WL (ZB) ] Per section 1806 and assuming Material Classification Number 5: a) Vertical Foundation Pressure: 1,500 psf b) Lateral Bearing Pressure: 100 psf (2x Allowed by 1806.3.4) c) A skin friction of 250 PSF is assumed based on section 1810.3.3.1.4 WIND FORCE CALCULATION: Per IBC 2018 section 1609.1.1, Wind loads on every building or structure shall be determined in accordance with Chapter 26 through 30 of ASCE 7-16. Per ASCE 7-16 Chapter 27.3.2 (Directional Procedure): 2 qh = 0.00256 X ~ X K2t X Kd X Ke XV K2 = 0.85 K2t = (1 + K1 X K2 X K3 )2 K2t= (1 + 0.00)2= 1.00 Kd = 0.85 Ke= 1.00 K, = 0.00 K2 = 1.00 K3 = 1.00 V fabricon= 115 MPH [FABRIC ON] Per IBC 2018 Eq 16-33, the ASD Wind Load is vo.6*V = 89 MPH q2 = 0.00256 X 0.85 X 1.00 X 1.00 X 0.85 X 115 2 = PSF [FABRIC ON] G = 0.85 From Figure 27.3-5: Clear wind flow, Roof Angle 0=22.5°, Wind direction y=o0 ,180° Load Case A CNw = 1.1 Load Case A CNL = 0.1 Load Case B CNw = -0.1 Load Case B CNL = -o.8 Load Case A p= 24.46 X 0.85 X 1.1 = 22.9 PSF 115 MPH WINDWARD {FABRIC ON) p= 24.46 X 0.85 X 0.1 = 2.08 PSF 115 MPH LEEWARD {FABRIC ON) LoadCaseB p= 24.46 X 0.85 X (-0.1) = -2.1 PSF 115 MPH WINDWARD {FABRIC ON) p= 24.46 X 0.85 X (-0.8) = -17 PSF 115 MPH LEEWARD {FABRIC ON) Worst Case F= 24.46 X 0.85 X 1.1 X Af= 22.9 PSF x Tributary Vertical Projected Area Wind forces obtained govern the lateral design of this steel frame, since seismic base shear value is 1,060 lbs total. DRILLED PIER FOOTING DESIGN 1.0 Non-Constrained Case Computation of Cast in Place Concrete Footing according to !BC 2018 Table 1806.2 Vertical Foundation Class of Materials Pressure (psf) 1. Massive crystalline bedrock 12000 2. Sedimentary and foliated rock 4000 3. Sandy gravel and/or gravel (GW and GP) 3000 4. Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2000 5. Clay, sandy clay, silty clay, and clayey silt (CL, ML, MH, and CH) 1500 Type of soil to use: I 5 1 1500 1807.3.2.1 Nonconstrained Case Lateral Bearing lbs/~2 /~ 1200 400 200 150 100 200 Double this value is allowed section 1806.3.4 The following formula may be used in determining the depth of embedment required to resist lateral loads where NO constraint is provided at the ground surface such as rigid floor or rigid ground surface pavement. Design Reactions, Worst Case (refer to envelope joint reactions) Max Moment= 2836 lb-fr Max Shear (P)= 495 lb, applied lateral force Max Axial= 923 lb Max Uplift= -436 lb Then: b = ~ diameter of round post or footing or diagonal dimension of square post or footing, feet d = ~ depth of embedment in earth in feet but not over 12 fr for purpose of computing lateral pressure ( change until it matches formula obtained value) h= s, = A= Match at: I d= Axial Loading Check: Area of footing= Volume of Footing= Weight= Max Axial Load = Total vertical Load= ASR= Friction Resistance= Actual Load= 5.7 300.0 1.93 4.6 8.o 3.1 25.1 3644.3 923.0 4567.3 250.0 9424.8 -4857.5 distance in fr from ground surface to point of application of "P", calculated as Max Moment/ Max Shear= 2836 I 495 allowable lateral soil-bearing pressure as set forth in Table 1806.2 based on a depth of one third the depth of embedment and: ~ ft' ft3 lbs lbs lbs psf lbs lbs Minimum Vertical Reinforcing Steel: As min = 2.26 in 2 # bar= 6 !Qty= 6 ASR=Allowable Shaft Resistance Section 1810.3.3. 1.4 (max 500 psf) Excluding upper two feet !Actual Pressure = -1546.2 __________ .:;;..:. __ .... p __ sf'--__ _.IOK is less than allowable Pier Weight +Friction = 4356.35 lbs Using a safety factor of 3 Max Uplift= 436.00 lbs !Actual Lifr Force= -3920.35 __ ....;.. ______ ---"-"'----"-'--'-p--sf;..._ __ _.loK is less than allowable Use a footing with 2.0 ft. Diameter and a minimum of 8.0 ft. Deep y z X Envelope Only Solution X _,----- Envelope Only Solution z Envelope Only Solution y X Envelope Only Solution 4 Envelop 0 e nly Solution Loads: BLC 2 Envelo 'LL pe Only Solution y Z X Loads: BLC 3, WIND XA Envelope Only Solution y Z X Loads: BLC 4, WIND ZA Envelope Only Solution .02 .0 y Z X Loads: BLC 5, WIND XB Envelope Only Solution Loads: BLC 6 Envelope O 1' WIND ZB n Y Solution y Z X Loads: BLC 7, UPLIFT Envelope Only Solution IIIRISA Company Designer USA Shade and Fabric Structures Johan Lozada A NEMETSCHEK COMPANY Job Number Model Name 3 PT SAILS (GlobaQ Model Settings Display Sections for Member Cales 5 Max Internal Sections for Member Cales 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in"2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (ft/sec"2) 32.2 Wall Mesh Size (in) 24 Eigensolution Convergence Toi. (1 .E-) 4 Vertical Axis y Global Member Orientation Plane xz Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16): ASD Adjust Stiffness? Yes(lterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 100F Concrete Code ACI 318-14 Masonry Code None Aluminum Code None -Building Stainless Steel Code None Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min% Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 17.0.0 [ G: \ ... \ ... \ ... \01 _ Structural Analysis\FI LES\82386. R3D] Checked By: __ Page 1 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name USA Shade and Fabric Structures Johan Lozada 3 PT SAILS (GlobaQ Model Settings, Continued Seismic Code None Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX .035 CtZ .035 TX (sec) Not Entered T Z (sec) Not Entered RX 2.5 RZ 2.5 Hot Rolled Steel Properties Label E lksil G fksil ... ... Nu Therm l\1 Densitvfk/f Yield[ksil 1 50KSI 29000 11154 .3 .65 .49 50 2 45KSI 29000 11154 .3 .65 .49 45 3 WIREROPE 12000 .3 .65 .002 86 General Material Properties Label E si G ksi Nu 1 FABRIC 1500 .5 Joint Coordinates and Temperatures Label X lftl Y lftl Z lftl 1 N1 10.856 0 0 2 N2 22 0 18.968 3 N3 20.583 0 29.302 4 N4 10.838 0 49.859 5 NS 1.167 0 31 .218 6 N6 0 0 19.135 7 N7 10.856 13 0 8 N8 22 13 18.968 9 N9 20.583 13 29.302 10 N10 10.838 13 49.859 11 N11 1.167 10 31 .218 12 N12 0 10 19.135 13 N13 10.869 12.902 1.256 14 N14 10.145 12.612 3.66 15 N15 9.279 12.306 6.018 16 N16 8.266 11.986 8.315 17 N17 7.102 11.65 10.538 18 N18 5.789 11 .302 12.675 19 N19 4.338 10.942 14.717 20 N20 2.762 10.573 16.662 21 N21 1.076 10.197 18.506 22 N22 11.632 12.816 3.636 23 N23 10.909 12.536 5.918 24 N24 10.039 12.241 8.127 25 N25 9.02 11 .933 10.26 26 N26 7.853 11 .611 12.311 RISA-3D Version 17.0.0 [ G: \ ... \ ... \ ... \01 _ Structural Analysis\FI LES\82386. R3D] Checked By: __ Rv Fulksil Rt 1.1 58 1.2 1.3 58 1.1 1.1 58 1.2 Therm \1E5 F Densit k/ft113 .65 .002 Temp[Fl Detach From Diap ... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 2 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name : USA Shade and Fabric Structures : Johan Lozada : 3 PT SAILS Joint Coordinates and Temperatures (Continued) Label X lftl Y lftl 27 N27 6.542 11 .276 28 N28 5.092 10.93 29 N29 3.505 10.573 30 N30 12.543 12.754 31 N31 11.817 12.485 32 N32 10.942 12.202 33 N33 9.919 11.907 34 N34 8.748 11 .598 35 N35 7.433 11.276 36 N36 5.97 10.941 37 N37 13.602 12. 716 38 N38 12.869 12.46 39 N39 11.988 12.189 40 N40 10.959 11 .906 41 N41 9.784 11.61 42 N42 8.459 11.3 43 N43 14.805 12.705 44 N44 14.063 12.46 45 N45 13.175 12.202 46 N46 12.142 11.932 47 N47 10.963 11.648 48 N48 16.147 12.718 49 N49 15.394 12.485 50 N50 14.502 12.24 51 N51 13.471 11 .983 52 N52 17.62 12.756 53 N53 16.858 12.536 54 N54 15.97 12.304 55 N55 19.211 12.818 56 N56 18.451 12.61 57 N57 20.906 12.902 58 N58 2.225 10.218 59 N59 3.74 10.604 60 N60 5.144 10.979 61 N61 6.423 11.34 62 N62 7.569 11.686 63 N63 8.58 12.016 64 N64 9.459 12.329 65 N65 10.209 12.625 66 N66 10.836 12.904 67 N67 4.405 10.589 68 N68 5.803 10.952 69 N69 7.069 11 .301 70 N70 8.202 11.633 71 N71 9.201 11.95 72 N72 10.064 12.25 73 N73 10.795 12.533 74 N74 11.397 12.8 75 N75 6.599 10.952 76 N76 7.86 11.289 77 N77 8.983 11.61 78 N78 9.969 11 .913 Zlftl 14.274 16.146 17.926 5.966 8.101 10.152 12.119 14.001 15.795 17.501 8.235 10.209 12.095 13.895 15.61 17.237 10.433 12.237 13.956 15.591 17.14 12.548 14.183 15.736 17.208 14.575 16.043 17.437 16.508 17.821 18.347 31 .815 33.641 35.558 37.563 39.651 41 .81 44.028 46.294 48.597 32.046 33.824 35.684 37.624 39.638 41.72 43.865 46.07 32.146 33.869 35.668 37.541 RISA-3D Version 17.0.0 [G:\ ... \ ... \ ... \01_Structural Analysis\FILES\82386.R3D] Checked By: __ TemolFl Detach From Diao. ... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 3 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name USA Shade and Fabric Structures Johan Lozada 3 PT SAILS Joint Coordinates and Temperatures (Continued) Label X lftl Y lftl 79 N79 10.819 12.2 80 N80 11.533 12.471 81 N81 12. 111 12.725 82 N82 8.796 11 .306 83 N83 9.912 11.615 84 N84 10.887 11 .906 85 N85 11.724 12.181 86 N86 12.423 12.438 87 N87 12.983 12.678 88 N88 10.991 11 .649 89 N89 11.954 11 .928 90 N90 12.779 12.19 91 N91 13.465 12.435 92 N92 14.012 12.662 93 N93 13.174 11.98 94 N94 13.983 12.23 95 N95 14.658 12.462 96 N96 15.196 12.677 97 N97 15.338 12.299 98 N98 15.997 12.519 99 N99 16.528 12.722 100 N100 17.478 12.604 101 N101 17.996 12.796 102 N102 19.587 12.897 Member Primary Data Label I Joint J Joint K Ro ... ... Section/Sh::inA 1 M1 N1 N7 COLUMNS HSS 8.625x0.322 2 M2 N2 N8 COLUMNS HSS 8.625x0.322 3 M3 N3 N9 COLUMNS HSS 8.625x0.322 4 M4 N4 N10 COLUMNS HSS 8.625x0.322 5 MS NS N11 COLUMNS HSS 8.625x0.322 6 M6 N6 N12 COLUMNS HSS 8.625x0.322 7 M7 N7 N13 PLATES 8 M8 N8 N57 PLATES 9 M9 N9 N102 PLATES 10 M10 N10 N66 PLATES 11 M11 N11 N58 PLATES 12 M12 N12 N21 PLATES 13 M13 N13 N14 CABLES 14 M14 N14 N15 CABLES 15 M15 N15 N16 CABLES 16 M16 N16 N17 CABLES 17 M17 N17 N18 CABLES 18 M18 N18 N19 CABLES 19 M19 N19 N20 CABLES 20 M20 N20 N21 CABLES 21 M21 N21 N29 CABLES 22 M22 N29 N36 CABLES 23 M23 N36 N42 CABLES Zlftl 39.484 41.497 43.58 32.114 33.777 35.512 37.318 39.192 41 .139 31 .949 33.551 35.22 36.955 38.759 31 .654 33.193 34.792 36.451 31 .235 32.706 34.227 30.698 32.092 30.05 TvnA Desian List Column Pipe Column Pipe Column Pipe Column Pipe Column Pipe Column Pioe Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None Beam None RISA-3D Version 17.0.0 [ G: \ ... \ ... \ ... \01 _ Structural Analysis\FI LES\82386. R3D] Checked By: __ TemolFl Detach From Diao. ... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Material Des ian Rules 45KSI Typical 45KSI Typical 45KSI Typical 45KSI Typical 45KSI Typical 45KSI Tyoical S0KSI Tyoical S0KSI TYoical 50KSI Typical S0KSI Typical 50KSI Typical S0KSI Typical WIREROPE Typical WIREROPE Tyoical WIREROPE Tyoical WIREROPE TYPical WIREROPE TYoical WIREROPE Typical WIREROPE Typical WIREROPE Typical WIREROPE Typical WIREROPE Typical WIREROPE Tyoical Page4 IIIRISA Company Designer Job Number Model Name USA Shade and Fabric Structures Johan Lozada 3 PT SAILS A NEMETSCHEK COMPANY Member Primary Data (Continued) Label I Joint J Joint K Ro ... . .. Section/Shaoe 24 M24 N42 N47 CABLES 25 M25 N47 N51 CABLES 26 M26 N51 N54 CABLES 27 M27 N54 N56 CABLES 28 M28 N56 N57 CABLES 29 M29 N57 N55 CABLES 30 M30 N55 N52 CABLES 31 M31 N52 N48 CABLES 32 M32 N48 N43 CABLES 33 M33 N43 N37 CABLES 34 M34 N37 N30 CABLES 35 M35 N30 N22 CABLES 36 M36 N22 N13 CABLES 37 M37 N58 N59 CABLES 38 M38 N59 N60 CABLES 39 M39 N60 N61 CABLES 40 M40 N61 N62 CABLES 41 M41 N62 N63 CABLES 42 M42 N63 N64 CABLES 43 M43 N64 N65 CABLES 44 M44 N65 N66 CABLES 45 M45 N66 N74 CABLES 46 M46 N74 N81 CABLES 47 M47 N81 N87 CABLES 48 M48 N87 N92 CABLES 49 M49 N92 N96 CABLES 50 MS0 N96 N99 CABLES 51 M51 N99 N101 CABLES 52 M52 N101 N102 CABLES 53 M53 N102 N100 CABLES 54 M54 N100 N97 CABLES 55 M55 N97 N93 CABLES 56 M56 N93 N88 CABLES 57 M57 N88 N82 CABLES 58 M58 N82 N75 CABLES 59 M59 N75 N67 CABLES 60 M60 N67 N58 CABLES Hot Rolled Steel Section Sets Label Shape Tvoe Desion 1 COLUMNS HSS 8.625x0.322 HSS8. 625X0. 322 Column Pioe 2 CABLES 3/8 10 Beam None 3 PLATES .75X6 Beam None Joint Boundary Conditions Joint Label X lk/inl Y lk/inl Z fk/inl 1 NS Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction 3 N3 Reaction Reaction Reaction Checked By: __ Tvoe Desion List Material Des ion Rules Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Typical Beam None WIREROPE Typical Beam None WIREROPE Typical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Typical Beam None WIREROPE Typical Beam None WIREROPE Typical Beam None WIREROPE Tyoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Typical Beam None WIREROPE Typical Beam None WIREROPE Typical Beam None WIREROPE Tyoical Beam None WIREROPE Tyoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Typical Beam None WIREROPE Typical Beam None WIREROPE Typical Beam None WIREROPE Tyoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical Beam None WIREROPE Tvoical ... ... -Material Desio A nn21 lyy fin41 lzz fin41 J fin41 45KSI Typical 7.85 68.1 68.1 136 WIREROPE Typical .11 10 10 10 S0KSI Typical 4.5 .211 13.5 .777 X Rot.rk-fUradl Y Rot.[k-fUradl Z Rot.rk-ft/radl Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction RISA-3D Version 17.0.0 [ G: \ ... \ ... \ ... \01 _ Structural Analysis\FI LES\82386. R3D] Page 5 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name USA Shade and Fabric Structures Johan Lozada 3 PT SAILS Joint Boundary Conditions (Continued) Joint Label X lk/inl Y lk/inl Z fk/inl 4 N2 Reaction Reaction Reaction 5 N1 Reaction Reaction Reaction 6 N6 Reaction Reaction Reaction Basic Load Cases Checked By: __ X RoUk-fUradl Y RotJk-ft/radl Z RoUk-fVradl Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction BLC Descriotion CateoorY X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me Surface(P ... 1 DL DL -1 48 2 LL LL 128 3 WINDXA WL 6 128 4 WINDZA WL 6 128 5 WINDXB WL 6 128 6 WINDZB WL 6 128 7 UPLIFT WL 128 Load Combinations Descriotion Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor F ... ··-·· ........................... 1 DL+LL Yes C 1 1 2 1 2 0.6 DL + 0.6 WL (XA) Yes C 1 .6 3 .6 3 0.6 DL + 0.6 WL (ZA) Yes C 1 .6 4 .6 4 0.6 DL + 0.6 WL (XB) Yes C 1 .6 5 .6 5 0.6 DL + 0.6 WL (ZB) Yes C 1 .6 6 .6 6 0.6 DL + WL (UPLIFT) Yes C 1 .6 7 1 7 DL + 0.75 [LL+ 0.6 WL (XA) ] Yes C 1 1 2 .75 3 .45 8 DL + 0.75 [LL+ 0.6 WL (ZA) ] Yes C 1 1 2 .75 4 .45 9 DL + 0.75 [LL+ 0.6 WL (XB) ] Yes C 1 1 2 .75 5 .45 10 DL + 0.75 [LL+ 0.6 WL (ZB) ] Yes C 1 1 2 .75 6 .45 Envelope Joint Reactions Joint X lk1 LC Y lk1 LC Z [kl LC MX [k-ftl LC MY [k-ftl LC MZ [k-ftl LC 1 NS max .17 8 .858 8 .09 7 .665 5 .008 3 1.322 2 2 min -.224 6 -.386 5 -.121 6 -.855 3 -.012 5 -1 .023 4 3 N4 max .135 4 .846 8 .466 5 2.584 5 .064 3 1.151 2 4 min -.133 2 -.244 5 -.43 3 -2.11 3 -.07 5 -1.183 4 5 N3 max .42 4 .869 7 .168 7 .39 2 .072 5 2.238 2 6 min -.396 2 -.269 4 -.185 4 -.634 4 -.074 3 -2.563 4 7 N2 max .484 4 .923 7 .16 4 .504 6 .07 5 2.434 2 8 min -.454 2 -.319 4 -.155 7 -.321 7 -.077 3 -2.836 4 9 N1 max .129 4 .898 10 .464 5 2.397 5 .066 3 1.143 2 10 min -.123 2 -.295 3 -.495 3 -2.816 3 -.066 5 -1.216 4 11 N6 max .233 10 .908 10 .154 6 .964 5 .004 2 1.132 2 12 min -.273 6 -.436 3 -.124 7 -.729 3 -.008 4 -.747 4 13 Totals: max .902 4 5.296 7 .68 5 14 min -.902 2 -1.941 4 -.68 3 RISA-3O Version 17.0.0 [ G: \ ... \ ... \ ... \01 _ Structural Analysis\FI LES\82386. R3D] Page6 ... IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name USA Shade and Fabric Structures Johan Lozada 3 PT SAILS Hot Rolled Steel Design Parameters Checked By: __ Label Shaoe ... ... Lenathfftl Lb'{Yfftl Lbzzfftl Lcomo toofftl Lcomo L-tora Kvv Kzz Cb Function 1 M1 COLUMNS HSS 8.625x0.322 13 Lbvv 2 2 Lateral 2 M2 COLUMNS HSS 8.625x0.322 13 Lbvv 2 2 Lateral 3 M3 COLUMNS HSS 8.625x0.322 13 Lbyy 2 2 Lateral 4 M4 COLUMNS HSS 8.625x0.322 13 Lbyy 2 2 Lateral 5 MS COLUMNS HSS 8.625x0.322 10 Lbv__y 2 2 Lateral 6 M6 COLUMNS HSS 8.625x0.322 10 Lbvv 2 2 Lateral 7 M7 PLATES 1.26 Lbvv Lateral 8 M8 PLATES 1.262 Lbvv Lateral 9 M9 PLATES 1.25 Lbvv Lateral 10 M10 PLATES 1.266 Lbvv Lateral 11 M11 PLATES 1.234 Lbyy Lateral 12 M12 PLATES 1.262 Lbyy Lateral 13 M13 CABLES 2.527 Lbyy Lateral 14 M14 CABLES 2.531 Lbyy Lateral 15 M15 CABLES 2.531 Lbvv Lateral 16 M16 CABLES 2.532 Lbvv Lateral 17 M17 CABLES 2.532 Lbvv Lateral 18 M18 CABLES 2.531 Lbvv Lateral 19 M19 CABLES 2.53 Lbyy Lateral 20 M20 CABLES 2.527 Lbyy Lateral 21 M21 CABLES 2.525 Lbyy Lateral 22 M22 CABLES 2.528 Lbyy Lateral 23 M23 CABLES 2.529 Lbv__y Lateral 24 M24 CABLES 2.53 Lbvv Lateral 25 M25 CABLES 2.531 Lb'lY Lateral 26 M26 CABLES 2.53 Lbvv Lateral 27 M27 CABLES 2.529 Lb'lY Lateral 28 M28 CABLES 2.528 Lbyy Lateral 29 M29 CABLES 2.502 Lbyy Lateral 30 M30 CABLES 2.504 Lbyy Lateral 31 M31 CABLES 2.506 Lbv__y Lateral 32 M32 CABLES 2.505 Lbv__y Lateral 33 M33 CABLES 2.506 Lbvv Lateral 34 M34 CABLES 2.504 Lbvv Lateral 35 M35 CABLES 2.503 Lbvv Lateral 36 M36 CABLES 2.501 Lbvv Lateral 37 M37 CABLES 2.404 Lbyy Lateral 38 M38 CABLES 2.406 Lbyy Lateral 39 M39 CABLES 2.405 Lbyy Lateral 40 M40 CABLES 2.407 Lbyy Lateral 41 M41 CABLES 2.407 Lbvv Lateral 42 M42 CABLES 2.406 Lbvv Lateral 43 M43 CABLES 2.405 Lbvv Lateral 44 M44 CABLES 2.403 Lbvv Lateral 45 M45 CABLES 2.591 Lbyy Lateral 46 M46 CABLES 2.591 Lbyy Lateral 47 M47 CABLES 2.593 Lbyy Lateral 48 M48 CABLES 2.593 Lbyy Lateral 49 M49 CABLES 2.594 Lbv__y Lateral 50 MS0 CABLES 2.593 Lbvv Lateral 51 M51 CABLES 2.592 Lb'lY Lateral RISA-3D Version 17.0.0 [ G: \ ... \ ... \ ... \01 _ Structural Analysis\FI LES\82386. R3D] Page 7 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name USA Shade and Fabric Structures Johan Lozada 3 PT SAILS Hot Rolled Steel Design Parameters (Continued) Checked By: __ Label Shaoe ... ... Lenathrttl Lbvv[ftl Lbzz[ftl Lcomo toofftl Lcomo L-tora Kvv Kzz Cb Function 52 M52 CABLES 2.591 Lbvv Lateral 53 M53 CABLES 2.226 Lbvv Lateral 54 M54 CABLES 2.227 Lbvv Lateral 55 M55 CABLES 2.227 Lbyy Lateral 56 M56 CABLES 2.228 Lbyy Lateral 57 M57 CABLES 2.228 Lbv__y Lateral 58 M58 CABLES 2.226 Lbvv Lateral 59 M59 CABLES 2.226 Lbvv Lateral 60 M60 CABLES 2.223 Lbvv Lateral EnvelopeAISC 15th(360-16): ASD Steel Code Checks Member Shape Code Check Loc[ft LC Shear Check Loc[ftl Dir LC Pnc/om .. .Pnt/o ... Mnvv ... Mnzz/ ... Cb Ean 1 M1 H ss8. 625X0. 322 .071 13 10 .009 0 3 101.084 1211.527 46.707 46.707 1.549 H1-1 b 2 M2 H ss8. 625X0. 322 .077 13 7 .010 0 4 101.084 1211.527 46.707 46.707 2.162 H1-1 b 3 M3 H ss8. 625X0. 322 .068 13 7 .009 0 4 101.084 1211.527 46.707 46.707 2.167 H1-1 b 4 M4 H ss8. 625X0. 322 .067 13 8 .009 0 5 101.084 ~11.527 46.707 46.707 1.823 H1-1 b 5 M5 H ss8. 625Xo. 322 .060 10 8 .004 0 6 136.651 ~11.527 46.707 46.707 1.403 H1-1 b 6 M6 H ss8. 625X0. 322 .074 10 10 .005 0 6 136.651 ~11.527 46.707 46.707 1.48 H1-1 b 7 M7 .75X6 .003 0 4 .028 0 y 10 94.325 134.731 2.105 16.841 1.095 H1-1 b* 8 M8 .75X6 .003 0 3 .024 1.262 V 3 94.224 134.731 2.105 16.841 1.092 H1-1 b* 9 M9 .75X6 .003 0 5 .018 0 V 3 94.86 134.731 2.105 16.841 1.094 H1-1 b* 10 M10 .75X6 .003 0 4 .048 1.266 V 4 94.017 134.731 2.105 16.841 1.09 H1-1 b* 11 M11 .75X6 .002 1.234 6 .040 0 V 8 95.691 134.731 2.105 16.841 1.105 H1-1 b* 12 M12 .75X6 .003 1.262 6 .052 0 V 7 94.221 134.731 2.105 16.841 1.091 H1-1 b* 13 M13 3/8 10 .106 0 9 2.836 0 3 5.647 5.665 4.291 4.291 1.667 H1-1 b* 14 M14 3/8 10 .130 0 9 9.999 2.531 10 5.647 5.665 4.291 4.291 1.667 H1-1 b* 15 M15 3/8 10 .139 0 9 9.999 0 10 5.647 5.665 4.291 4.291 1.667 H1-1 b* 16 M16 3/8 10 .142 0 9 7.649 0 10 5.647 5.665 4.291 4.291 1.667 H1-1 b* 17 M17 3/8 10 .141 0 9 2.442 0 7 5.647 5.665 4.291 4.291 1.667 H1-1 b* 18 M18 3/8 10 .136 0 9 9.999 0 7 5.647 5.665 4.291 4.291 1.667 H1-1 b* 19 M19 3/8 10 .125 0 9 9.999 2.53 7 5.647 5.665 4.291 4.291 1.667 H1-1 b* 20 M20 3/8 10 .098 0 9 9.984 2.527 10 5.647 5.665 4.291 4.291 1.667 H1-1 b* 21 M21 3/8 10 .099 2.525 8 5.048 2.525 7 5.647 5.665 4.291 4.291 1.667 H1-1 b* 22 M22 3/8 10 .126 2.528 8 9.999 2.528 7 5.647 5.665 4.291 4.291 1.667 H1-1 b* 23 M23 3/8 10 .137 2.529 8 9.999 0 10 5.647 5.665 4.291 4.291 1.667 H1-1 b* 24 M24 3/8 10 .142 2.53 8 7.631 0 10 5.647 5.665 4.291 4.291 1.667 H1-1 b* 25 M25 3/8 10 .143 2.531 8 3.261 0 7 5.647 5.665 4.291 4.291 1.667 H1-1 b* 26 M26 3/8 10 .139 2.53 8 9.999 0 7 5.647 5.665 4.291 4.291 1.667 H1-1 b* 27 M27 3/8 10 .131 2.529 8 9.999 2.529 7 5.647 5.665 4.291 4.291 1.667 H1-1 b* 28 M28 3/8 10 .106 2.528 8 9.999 2.528 7 5.647 5.665 4.291 4.291 1.667 H1-1 b* 29 M29 3/8 10 .098 0 9 3.350 2.502 5 5.648 5.665 4.291 4.291 1.667 H1-1 b* 30 M30 3/8 10 .123 0 9 9.999 2.504 10 5.648 5.665 4.291 4.291 1.667 H1-1 b* 31 M31 3/8 10 .135 0 9 9.999 0 10 5.648 5.665 4.291 4.291 1.667 H1-1 b* 32 M32 3/8 10 .140 0 9 8.860 0 10 5.648 5.665 4.291 4.291 1.667 H1-1 b* 33 M33 3/8 10 .140 2.506 9 .851 0 7 5.648 5.665 4.291 4.291 1.667 H1-1 b* 34 M34 3/8 10 .135 2.504 9 9.553 0 7 5.648 5.665 4.291 4.291 1.667 H1-1 b* 35 M35 3/8 10 .123 2.503 9 9.999 2.503 7 5.648 5.665 4.291 4.291 1.667 H1-1 b* 36 M36 3/8 10 .099 2.501 9 9.999 2.501 7 5.648 5.665 4.291 4.291 1.667 H1-1 b* 37 M37 3/8 10 .106 2.404 9 3.564 2.404 7 5.649 5.665 4.291 4.291 1.667 H1-1 b* 38 M38 3/8 10 .129 2.406 9 9.999 2.406 8 5.649 5.665 4.291 4.291 1.666 H1-1 b* RISA-3D Version 17.0.0 [ G: \ ... \ ... \ ... \01 _ Structural Analysis\FI LES\82386. R3D] Page 8 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name USA Shade and Fabric Structures Johan Lozada 3 PT SAILS EnvelopeAISC 15th(360-16): ASD Steel Code Checks (Continued) Checked By: __ Member Shaoe Code Check Locrtt LC Shear Check Loclftl Dir LC Pnc/om .. .Pnt/o ... Mnvv ... Mnzz/ ... Cb Eon 39 M39 3/8 10 .139 2.405 9 9.999 0 8 5.649 5.665 4.291 4.291 1.667 H1-1 b* 40 M40 3/8 10 .142 2.407 9 5.917 0 7 5.649 5.665 4.291 4.291 1.667 H1-1 b* 41 M41 3/8 10 .140 2.407 9 3.307 0 8 5.649 5.665 4.291 4.291 1.667 H1-1 b* 42 M42 3/8 10 .135 2.406 9 9.999 0 8 5.649 5.665 4.291 4.291 1.667 H1-1 b* 43 M43 3/8 10 .126 2.405 9 9.999 2.405 8 5.649 5.665 4.291 4.291 1.667 H1-1 b* 44 M44 3/810 .094 2.403 9 8.844 2.403 8 5.649 5.665 4.291 4.291 1.667 H1-1 b* 45 M45 3/8 10 .085 0 9 4.349 2.591 7 5.646 5.665 4.291 4.291 1.667 H1-1 b* 46 M46 3/8 10 .117 0 9 9.999 2.591 7 5.646 5.665 4.291 4.291 1.667 H1-1 b* 47 M47 3/8 10 .132 0 9 9.999 0 7 5.646 5.665 4.291 4.291 1.667 H1-1 b* 48 M48 3/8 10 .139 0 9 6.427 0 7 5.646 5.665 4.291 4.291 1.667 H1-1 b* 49 M49 3/8 10 .140 2.594 9 2.124 0 8 5.646 5.665 4.291 4.291 1.667 H1-1 b* 50 M50 3/8 10 .136 2.593 9 9.999 0 8 5.646 5.665 4.291 4.291 1.667 H1-1 b* 51 M51 3/8 10 .124 2.592 9 9.999 2.592 8 5.646 5.665 4.291 4.291 1.667 H1-1 b* 52 M52 3/8 10 .095 2.591 9 9.999 2.591 8 5.646 5.665 4.291 4.291 1.667 H1-1 b* 53 M53 3/8 10 .104 0 10 3.027 2.226 8 5.651 5.665 4.291 4.291 1.667 H1-1 b* 54 M54 3/8 10 .129 0 10 9.999 2.227 8 5.651 5.665 4.291 4.291 1.667 H1-1 b* 55 M55 3/8 10 .137 0 10 9.999 0 7 5.651 5.665 4.291 4.291 1.667 H1-1 b* 56 M56 3/8 10 .141 0 10 8.426 0 7 5.651 5.665 4.291 4.291 1.667 H1-1 b* 57 M57 3/8 10 .141 0 10 .300 2.228 4 5.651 5.665 4.291 4.291 1.667 H1-1 b* 58 M58 3/8 10 .137 0 10 8.355 0 8 5.651 5.665 4.291 4.291 1.667 H1-1 b* 59 M59 3/8 10 .128 0 10 9.999 2.226 8 5.651 5.665 4.291 4.291 1.667 H1-1 b* 60 M60 3/8 10 .107 0 10 9.999 2.223 7 5.651 5.665 4.291 4.291 1.667 H1-1 b* Material Takeoff Material Size Pieces Lenothlftl WeiohtlKl 1 Hot Rolled Steel 2 45KSI H ss8. 625X0. 322 6 72 1.9 3 50KSI .75X6 6 7.5 .1 4 WIREROPE 3/8 10 48 118.3 0 5 Total HR Steel 60 197.8 2 6 7 Plate Elements Thickness (in) Volume (vds"3) 8 FABRIC .2 128 .1 0 9 Total Plates 128 .1 0 RISA-3D Version 17.0.0 [ G: \ ... \ ... \ ... \01 _ Structural Analysis\FI LES\82386. R3D] Page 9 y z X Member Code Checks Displayed (Enveloped) Envelope Only Solution 0 .00 Code Check ( Env) No Cale > 1.0 .90-1 .0 .75-.90 .50-.75 0.-.50