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Home My WebLink AboutP_5275_SPROJECT LOCATION VICINITY MAP NOT TO SCALE ----~ --- l PUBLIC WORKS DEPARTMENT San Miguel Park ACCESSIBLE PARK IMPROVEMENTS CONTRACT NO. 9371-1 PROJECT NO. 24P01 SYMBOL ABBREVIATIONS -0- @ ® @ l>O<J l>il ISO ml ~ @ <:- A p ~ e ~ l!'ll ~ ® [J:J b1u:ud ---- ----- ---i--- ----S---- -----w----- ---G--- --E-- --T-- -CATV- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3.2) DATE: POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGH T WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VAL VE CABLE TV PULL BOX CORING LOCA TIDN ELECTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTIEM FENCE BLOCKWALL CA LL TOLL FREE 1-800-227-2600 BEFORE YOU DIG AB AC ACP ARV BC BCR BLK BVC CATV CF Cl ~ CNB CL CLR C&G DWY E EC ECR EG EVC EXIST FE FG FL FLG FM G GB GE GV IP&T LF LT MAX MIN MJ NG N NTS NO OG PE PROP PB R RCP RET RT R/W s SCE SCG SCH SCD SHT SMH STA STD SF SW SQ STL T w W/ AGGREGATE BASE DAVID A. WEBB, PUBLIC WORKS DIRECTOR ASPHALT CONCRETE I ASBESTOS CEMENT PIPE AIR RELIEF VALVE BEGIN CURVE BEGIN CURVE RETURN APPROVE0: _7"'-----,1-'-,-._vi-_;__:n/_{_/J,-'=--~-'--1c-"--'_::::_' _fJ _______ _ DATE: BLOCK BEGIN VERTICAL CURVE CABLE TV CURB FACE CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER DRIVEWAY EAST /ELECTRIC END CURVE END CURVE RETURN EDGE OF GUTTER END VERTICAL CURVE EXISTING FLANGED END FINISHED GRADE FLOW LINE FLANGE FORCE MAIN GAS GRADE BREAK GROOVED END GATE VALVE IRON PIPE AND TAG LINEAR FEET LEFT MAXIMUM MINIMUM MECHANICAL JOINT NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX RADIUS REINFORCED CONCRETE PIPE RETAINING RIGHT RIGHT OF WAY SEWER, SOUTH SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS SCH EDULIE SEWER CLEANOUT SHEET SEWER MANHOLE STATION STANDARD SQUARE FEET SIDEWALK SQUARE STEEL TELEPHONE WEST/WATER ~TH BASIS OF BEARINGS: EMERGENCY T LEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPAN AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEP RTMENT ORANGE COUNTY SANITATION DISTRICT MESA WATER DISTRICT SPECTRUM COX COMMUNICATIONS CROWN CASTLE MCI VERIZON BUSINESS DAY NIGHT (800) 427 -2200 (800) 611 -1911 (800) 332-1321 (949) 644-3011 (949) 644-3717 (714) 962-2411 (949) 631-1200 (833) 949-0036 (844) 780-6054 (888) 632-0931 (844) 780-6054 THE BASIS OF BEARINGS FOR THIS PROJECT IS NORTH 35· 50' 54" EA T, WITH A HORIZONTAL DISTANCE OF 2588.15 FEET. PER POINTS "GPS 6271" AND "GPS 6247", USING EPOCH 2017.50 COORDINATES. PER ORANGE COUNTY SURVEYORS HORIZONTAL CONTROL DATA SHEETS. BENCHMARK: THE BENCHMARK ELEVATION FOR THIS PROJECT IS 166.278 FEET, PER ORANGE COUNTY SURVEYORS HORIZONTAL CONTROL DATA SHEET "GPS 6247" M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER • ,i.:., __ ...... _ -~--·~ LOCATION MAP NOT TO SCALE Z&K CONSULTANTS PROFESSIONAL ENGINEERING SERVICES 473 E CARNEGIE OOIVE, SAN BERNARDINO, CA 92408 TELEPHONE (949) 637-5040 PROJECT LOCATION __ J --- ~Ul-,~I Exp. 12-31-24 4,;:, C/V\l, al; ~'l' OF CA\,\1 1 APPROVAL RECOMMENDED : ;J Jp. SEAN LEVIN DIRECTOR TION AND SENIOR SER\>1CES C,I J?l1U2!/ I ! r I GENERAL NOTES 1. ALL WOR K DETAILED ON THESE PLANS TO BE PERFORMED UNDER CON TRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STAN DARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPP LEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PR IOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHA LL CONFORM IN GRADE, COLOR, DIMENSION, ANO FIN ISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL ADJUST CITY UTILI TIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FIN ISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUS TED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UN LESS NOTED OTHERWIS E. 7. 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. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED ANO PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLE D FOR IN BOTH. ANY WORK NOT INSTALLED ACCORD ING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CON TRACTOR'S EXP ENSE. CONSTRUCTION NOTES STRIPING PLAN NOTES: ACCESSIBILITY PATH NOTES: I /,\ 1 REMOVE EXISTING STRIPING, MARKINGS, OR \_'_) LEGEND. REMOVE EXISTING PAVEMENT , MARKERS AS NECESSARY 0 0 0 PROTECT-IN-PLACE EXISTING TRUNCATED DOMES. 0 0 INSTALL ACCESSIBILITY PARKING STALL USING 4" THERMOPLASTIC STRIPING, LEGEND, AND SI GN AS NOTED REMOVE AND REPLACE CONCRETE PANEL AND RETAINING CURR 50 SF TOTAL INSTALL PARKING STALL USING 4" THERMOPLASTIC STRIPING AS NOTED. REMOVE AND REPLACE NON-COMPLIANT SIDEWALK PANELS.1,350 SF TOTAL ~·-~.•.·. + + • + + • ♦ ... PLAYGROUND EQUIPMENT DEMO NOTES: 0 PROTECT-IN-PLACE. 0 REMOVE ~ REMOVE 117 CY SAND. SAVE 10 CY FOR REUSE iol REMOVE 1,490 SF EXISTING WEAR COURSE AND CUSHION LAYER, L_<_J INCLUDING TURNDOWN AND CONCRETE SUBBASE LAYER. io7 CLEAR & GRUB 285 SF GRASS. RELOCATE IRRIGATION PER CITY L:J REPRESENTATIVE DIRECTION. [4J REMOVE 700 SF OF 6"-THICK HARDSCAPE SURFACE. REMOVE EXISTING PLAYGROUND EQUIPMENT AND APPURTENANCES. CONTRACTOR SHALL 1-;7 RETURN ALL PLAY PANELS TO THE RECREATION AND SENIOR SERVICES DEPARTMENT (BRASON L:J ALEXANDER [949) 644 -3150). ALL OTHER COMPONENTS SHALL BE DISPOSED OF BY CONTRACTOR. CONSTRUCTION NOTES : 0 PROTECT-IN-PLACE. r;;7 CONSTRUCT 6 000 SF TOTAL 3.5-INCH THICK CUSHION LAYER AND 0.5aNCH THICK WEAR COURSE L:'.J INCLUDING TURNDOWN, PER DETAILS. 177 CONSTRUCT 110 SF TOTAL 3.5-INCH THICK CUSHION LAYER ANDO 5-INCH THICK HIGH DENSITY L'_J VULCANIZED WEAR COURSE INCLUDING TURNDOWN, PER DETAILS. r;;7 INSTALL 160 SF 6"-THICK HARDSCAPE PANELS; MATCH SURROUNDING HARDSCAPE PANELS, AS NECESSARY. L:J CONTRACTOR MUST SUBMIT SAMPLE MATERIAL FOR APPROVAL BY CITY REPRESENTATIVE PRIOR TO INSTALLATION 0 INSTALL TURNDOWN TO SAND PER DETAIL "C''. r,;;i CONSTRUCT 4-INCH THICK CONCRETE PER CITY STANDARD DRAWING NO. 180, AS DIRECTED L':'.J BY ENGINEER. FLUSH MOUNT PER DETAIL "E" ~ INSTALL 40 FT SEAT WALL. SEE DETAIL. ~ INSTALL CITY-PROVIDED SHADES ONTO EXISTING SHADE EQUIPMENT. ~ INSTALL CITY-PROVIDED SAND SCOOPERS ONTO EXISTING SAND PIT E o_ -N 0 0 C C: -" u 0 cri <I) -i= a ;?- "" C 0 -u <I) L L 0 u " r:;-,;i INSTALL NEW PLAYGROUND EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. c L'.:'J PLAY EQUIPMENT BY LANDSCAPE STRUCTURE CONTACT : COAST CREATIONS, ALLISON HEPBURN (949) 991 -0124. iii Q PLACE, SPREAD, AND LEVEL REMOVED SAND. SAND LAYER SHALL R. EACH THE SPECIFIED HEIGHT AS NOTED ON CY L'.::J THE PLAYGROUND EQUIPMENT OR A MINIMUM OF 18-INCHES THICK 1 TITLE SHEET 2 ACCESSIBILITY PLAN 3 PLAYGROUND DEMOLI TION PLAN 4 PLAYGROUND CONSTRUCTION PLAN 5 PLAYG.ROUN D EQUIPMENT PLAN SHEET INDEX C 0 [/) .r: " a " (Il t APPROVAL RECOMMENDED: - C-9371 I --, ;/";z--~~~,.,,7 DATE: 0 /.J_f;, /2o2.1/ 7 J TITLE SHEET SAN MIGUEL PARK 0 <I) C 0 / <I) ACCESSIBLE PARK IMPROVEMENTS ~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1 P-5275-S 11 1-S~;ET 01 OF 05 1f _u POST POST INSTALL ACCESSIBILITY PARKING STALL USING 4" THERMOPLASTIC STRIPING, LEGEND, AND SIGN AS NOTED. REMOVE EXISTING STRIPING, MARKINGS, OR LEGEND. REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. REPAIR ASPHALT BY CRACK SEALING & SEAL COAT. INSTALL PARKING STALL USING 4" THERMOPLASTIC STRIPING AS NOTED. SCALE: 1" = 10' SCALE: 1" = 10' REMOVE AND REPLACE CONCRETE PANEL AND RETAINING CURB. 50 SF TOTAL PROTECT-IN-PLACE EXISTING TRUNCATED DOMES.P P 12' 1 8 ' 5' 9' 1 8 ' 1 8 ' 8' DETAIL A DETAIL B REMOVE NON-COMPLIANT SIDEWALK PANELS. CONSTRUCT 4-INCH THICK CONCRETE PER CITY STANDARD DRAWING NO. 180, AS DIRECTED BY ENGINEER. 1,350 SF TOTAL. P P LEGEND DETAIL PRIVATE ENGINEER’S NOTICE TO CONTRACTOR(S) 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE CONTRACTOR. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY. 02 P-5275-S 05 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ACCESSIBILITY PLAN SAN MIGUEL PARK C-9371 Z&K CONSULTANTS PROFESSIONAL ENGINEERING SERVICES P P P NOTE: 1. MAX RAMP RUNNING SLOPE 8.3%. 2. MAX SIDEWALK RUNNING SLOPE 5.0% . 3. MAX RAMP & SIDEWALK CROSS SLOPE 2.0%. DETAIL BDETAIL A TYPICAL TYPICAL TYPICAL ,--i I I L 0 ''t'\~ ~ -&. :1o--&. " ~~~ ..,, ""'~ , l . J~:~ -~ "' ~. .... . . ~'If," ~~ '1,.~,; ~ -~. 0 ACCESSIBILITY PARKING .... , .... ... "' .... ~ '.(o_ ~"·• "' ~\. .. ~ '$. ~--·~~ "' "' • \ " ACCESSIBILITY PATH 473 E CARNEGIE DRIVE, SAN BERMARDINIL CA 9e<I08 TELEPHIH: C'J-4'3) 637-~ ... " ~ t,~ "' , "' ,,. .... "' '-:, ~~ 'ft; "' ~ ~ REVIEWED: FESS! L I' Ir ;)--~ w C ;)-ttt fMv-l [CRYS 91674 o. 91674 . 12-31-2 DESIGNED: DRAWN: AF ED CHECKED: DATE: AF 06 20 24 10 5 0 10 0 n F 10 5 0 10 NO. DATE DESCRIPTION OF REVISIONS 20 30 20 APPROVED 30 ACCESSIBILITY PARKING NOTES: 0 CD 0 ACCESSIBILITY PATH NOTES: □ 0 0 REVIEWED: SEE llTLE SHEET FOR APPROVALS SHEET OF W BBQ BBQ NOTE: GRADE SURROUNDING AREA WITH KIKUYA GRASS AS DIRECTED BY ENGINEER. RELOCATE IRRIGATION PER CITY REPRESENTATIVE DIRECTION. NOTE: GRADE SURROUNDING AREA WITH KIKUYA GRASS AS DIRECTED BY ENGINEER. RELOCATE IRRIGATION PER CITY REPRESENTATIVE DIRECTION. 1 REMOVE 117 CY SAND. SAVE 10 CY FOR REUSE. PROTECT-IN-PLACE.P 2 REMOVE 1,490 SF EXISTING WEAR COURSE AND CUSHION LAYER, INCLUDING TURNDOWN AND CONCRETE SUBBASE LAYER. SCALE: 1" = 10' 3 CLEAR & GRUB 285 SF GRASS. RELOCATE IRRIGATION PER CITY REPRESENTATIVE DIRECTION. 4 REMOVE 700 SF OF 6"-THICK HARDSCAPE SURFACE. P P P PARK AREA APPROX. 8730 SF REMOVE ALL BOULDERS WITHIN LIMITATIONS REMOVE ALL EXISTING PLAYGROUND EQUIPMENT REMOVE ALL TREES AND VEGETATION WITHIN LIMITATIONS SALVAGE ALL TRASH BINS AND PICNIC TABLES PROJECT BOUNDARY PRIVATE ENGINEER’S NOTICE TO CONTRACTOR(S) 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE CONTRACTOR. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY. DEMO GENERAL NOTES 1. CONTRACTOR SHALL CONDUCT A SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED. 2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE-CONSTRUCTION PHOTOGRAPHS, PRE-CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE. 3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND REINSTALLED AND ITEMS TO BE REMOVED AND SALVAGED. 5. CONTRACTOR COORDINATE WITH THE OWNER THE STORAGE AND DELIVERY OF ITEMS TO BE SALVAGED. 6. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS A FIRST ITEM OF WORK AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER’S REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOW PLAN. 7. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER, AND SEWER LINES THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTEN REPORT TO THE CITY. 8. CONTRACTOR SHALL LOCATE IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF, INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND: x SHALL ARRANGE TO SHUT OFF, INDICATED UTILITIES WITH UTILITIES COMPANIES. x IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING AND SITE.x SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED, EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUT OFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION. 9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURING DEMOLITION OPERATIONS. 10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECT TO THE LOCAL GOVERNING AGENCIES. 11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED UTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPE MAINTENANCE. 12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER’S AUTHORIZED REPRESENTATIVE. ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND: x SHALL PROVIDE TEMPORARY WEATHER PROTECTION DURING THE INTERVAL BETWEEN DEMOLITION OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. x SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS.x SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED. 15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT SETTLEMENT OR COLLAPSE OF CONSTRUCTION AND FINISHES THAT REMAIN TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION. 16. DEMOLITION AND REMOVAL SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREES NOT NOTED ON THE PLANS TO REMAIN. 17. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE WORK WITHIN THE LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: x SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USING CUTTING METHODS LEAST LIKELY DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND, TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE THE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.x SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACE. x SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIREWATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS.x SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES.x SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSED OF OFFSITE.x SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON STRUCTURES TO REMAIN. 19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR ABANDONED FACILITIES (VERIFIED BY THE AGENCY) THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE SITE IMPROVEMENTS TO THE LIMITS AND DEPTH SHOWN ON THE PLANS. 20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS 3 INCHES IN DIAMETER AND LARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVED TO A MINIMUM DEPTH OF 12 INCHES BELOW GRADE. 21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS. 22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AT THE CONTRACTOR’S EXPENSE IN AN EPA-APPROVED LANDFILL AND: x SHALL NOT ALLOW DEMOLISH MATERIALS TO ACCUMULATE ON-SITE. x SHALL REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS. 24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN. 2 1 1 1 1 1 5 2 2 P 3 03 P-5275-S 05 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAYGROUND DEMOLITION PLAN SAN MIGUEL PARK C-9371 Z&K CONSULTANTS PROFESSIONAL ENGINEERING SERVICES R REMOVE R P R 1 R P R P R R R 1 R R P R R R R P 5 5 5 5 R REMOVE EXISTING SAND AND SAVE FOR REUSE. (APPROX. 10 CY) 5 REMOVE EXISTING PLAYGROUND EQUIPMENT AND APPURTENANCES. CONTRACTOR SHALL RETURN ALL PLAY PANELS TO THE RECREATION AND SENIOR SERVICES DEPARTMENT (BRASON ALEXANDER [949] 644 – 3150). ALL OTHER COMPONENTS SHALL BE DISPOSED OF BY CONTRACTOR. 1 P P P P P P R P R P R R 5 (1) TREE 0 0 CONC. CURB □SAND I 0 ~ WELCOME -""D s1GN c3 0 □SAND □HARDSCAPE BOULDERS B SHADE STRUCTURE SHADE MATERIAL SAND AREA SEE NOTES □ HARDSCAPE BOULDERS PLAYGROUND EQUIPMENT DEMO NOTES: □ □ □ ~□ mIITIIIill □ ~□ □ (2) SAND SCOOPERS □HARDSCAPE 0 □WATER FOUNTAIN □RESTROOM CONC. CURB 0 0 CONG. CURB PLAYGROUND EQUIPMENT □SAND □HARDSCAPE CONG. CURB ~--1..-1 :: " ii B SHADE STRUCT E SHADE MATERIAL □BBQ r--, L __ J SAND (4l TREES (1 SHRUB SWINGSET □SAND 10 473 E CARNEGIE DRIVE, SAN BERMARDINIL CA 9e<I08 TELEPHIH: C'J-4'3) 637-~ NOTES: 5 0 10 SAND BOULDERS BBQ rl -· ---□ wELcoME SIGN 400 SF 6" HARDSCAPE 20 30 REVIEWED: C ;)-ttt fMv-l [CRYS 91674 DESIGNED: DRAWN: AF CHECKED: DATE: ED AF 06 20 24 NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SEE llTLE SHEET FOR APPROVALS SHEET OF NOTE: GRADE SURROUNDING AREA WITH KIKUYA GRASS AS DIRECTED BY ENGINEER. RELOCATE IRRIGATION PER CITY REPRESENTATIVE DIRECTION.DETAIL C - TURNDOWN TO SAND CONSTRUCTION TO EXISTING DETAIL D - FLUSH MOUNT CURB/SIDWALK/WALL DETAIL A - POST EDGE INSTALLATION SEAM LAP CONSTRUCTION DETAIL B - POUR IN PLACE CONSTRUCTION TO NEW DETAIL E - FLUSH MOUNT PCC MOW CURB 6 CONSTRUCT 6,000 SF TOTAL 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH THICK ETHYLENE PROPYLENE DIENE MONOMER (EPDM) WEAR COURSE INCLUDING 4-INCH THICK CONCRETE BASE AND TURNDOWN, PER DETAILS. PROTECT-IN-PLACE.P SCALE: 1" = 10' PARK AREA APPROX. 8730 SF REMOVE ALL BOULDERS WITHIN LIMITATIONS REMOVE ALL EXISTING PLAYGROUND EQUIPMENT REMOVE ALL TREES AND VEGETATION WITHIN LIMITATIONS SALVAGE ALL TRASH BINS AND PICNIC TABLES PROJECT BOUNDARY PRIVATE ENGINEER’S NOTICE TO CONTRACTOR(S) 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.  THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE CONTRACTOR. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.  ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY. 9 INSTALL TURNDOWN TO SAND PER DETAIL "C". 11 8 INSTALL 250 SF 6"-THICK HARDSCAPE PANELS; MATCH SURROUNDING HARDSCAPE PANELS, AS NECESSARY. CONTRACTOR MUST SUBMIT SAMPLE MATERIAL FOR APPROVAL BY CITY REPRESENTATIVE PRIOR TO INSTALLATION. 8 6 7 8 9 1 2 3 4 5 6 EXPANSION JOINT.7 #4 HORIZ. REBAR, CONTINUOUS.8 #4 REBAR AT 32" O.C.9 CAST IN PLACE CONCRETE SEAT WALL N.T.S. 1 2 3 4 5 3" CAST IN PLACE 560-C-3250 CONCRETE CAP AND 1/2 " CHAMFER, WITH SKATEBOARD DETERRENT NOTCH BEGIN 18" FROM END 36" O.C. MFR: SKATESTOPPERS. MODEL: STARFISH. MATERIAL: CAST SILICON BRONZE WITH BRONZE PATINA FINISH. #3 REBAR HORIZONTAL @ 24" O.C. 2" CAST IN PLACE 560-C-3250 CONCRETE WALL #4 VERT. REBAR AT 24" O.C. FINISH GRADE PLAYGROUND RUBBER PADDING 1' - 6 " 8" 1'-0"3" 2'-0" 04 P-5275-S 05 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAYGROUND CONSTRUCTION PLAN SAN MIGUEL PARK C-9371 Z&K CONSULTANTS PROFESSIONAL ENGINEERING SERVICES P 7 CONSTRUCT 110 SF TOTAL 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH THICK HIGH DENSITY THERMALPLASTIC VULCANIZED WEAR COURSE INCLUDING 4-INCH THICK CONCRETE BASE AND TURNDOWN, PER DETAILS. 10 CONSTRUCT 4-INCH THICK CONCRETE PER CITY STANDARD DRAWING NO. 182, AS DIRECTED BY ENGINEER. FLUSH MOUNT PER DETAIL "E". 11 INSTALL 40 FT SEAT WALL. SEE DETAIL. 12 INSTALL CITY-PROVIDED SHADES ONTO EXISTING SHADE EQUIPMENT. 13 INSTALL CITY-PROVIDED SAND SCOOPERS ONTO EXISTING SAND PIT. 14 INSTALL NEW PLAYGROUND EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTURE CONTACT : COAST CREATIONS, ALLISON HEPBURN (949) 991 - 0124. 7 7 7 7 13 9 6 6 10 10 1215 15 PLACE, SPREAD, AND LEVEL REMOVED SAND. SAND LAYER SHALL REACH THE SPECIFIED HEIGHT AS NOTED ON THE PLAYGROUND EQUIPMENT OR A MINIMUM OF 18-INCHES THICK. 14 14 14 14 14 14 14 DETAIL DIRECT BURY (201" & 221" POST) CoolToppersPost Finished Grade Concrete Crushed Rock 60 " 48 " 12 2 0 15 2 0 24"610 DETAIL DIRECT BURY(301" POST) Middle Post Finished Grade 24"610CrushedRock Concrete Footer Extension 60 " 15 2 0 72 " 18 3 0 Washers Flat Hex Nuts w/ 3/8" (4) 3/8" Standard Washers Pin w/ 3/8" Flat 1/8" BHCS w/ (4) 3/8" x 1 DETAIL DIRECT BURY (233", 249", & 265" POST) Finished GradeCoolToppersPost Washers Pin w/ 3/8" Flat 1/8" BHCS w/ (4) 3/8" x 1 WashersFlat Hex Nuts w/ 3/8" (4) 3/8" Standard Footer Extension CrushedRock Concrete 24"610 60 " 48 " 12 2 0 15 2 0 Upper Post Extension Flat Washers w/ 3/8" SAE BHCS w/pin (6) 3/8" x 1 3/8" Middle Post Washers 3/8" SAE Flat Nut Nylock w/ (6) 3/8" Hex 154883 CoolToppers Post For Roofs, Single Post N.T.S. MANUFACTURER'S SAFETY NOTE CHOOSE A PROTECTIVE SURFACING MATERIAL THAT HAS A CRITICAL HEIGHT VALUE OF AT LEAST THE HEIGHT OF THE HIGHEST ACCESSIBLE PART/FALL HEIGHT OF THE ADJACENT EQUIPMENT. (REF. ASTM F1487.) TEAL 60%, BLACK 40%, ETHYLENE PROPYLENE DIENE MONOMER (EPDM) WEAR COURSETB GREEN 60%, BLACK 40%, ETHYLENE PROPYLENE DIENE MONOMER (EPDM) WEAR COURSEGB TB TB TB TB GB GB GB 10 14 14 HIGH DENSITY THERMAL PLASTIC VULCANIZED WEAR COARSE TEAL 100%HT HIGH DENSITY THERMAL PLASTIC VULCANIZED WEAR COARSE GREEN 100%HG HT HG HG HT NOTE: 1/2" WEAKENED PLANE EXPANSION JOINT, EVERY 5 FEET. CONCRETE SHALL BE NATURAL COLOR WITH MEDIUM SAND BLAST FINISH. TOP OF WALL SHALL RECEIVE SMOOTH SACK CONCRETE FNISH FOR SEATING. 1 1 1 1 1 1 07/15/2024 1 07/15/2024 0 0 + + + + + + + + + + + + + + + + + + --------------- 10 CY -\--\- -\- -\--\--\--\- -\--\--\- -\--\- -\--\--\--\- -\--\--\--\- -\- -\--\- -\--\--\--\--\- -\- ------------------------------\----\----\-----\------\---- - 25 FT -\-N -\--\--\- -\--\--\- -\- Cl---\--\--\--\--\--\--\- -\- -\--\--\- -\--\- -\- WELCOME SIGN 5 -12 YEARS 940 SF 60 SF TOTAL -\--\--\--\- CONSTRUCTION NOTES: □ □ □ □ □ □ □ □ □ -\- [-1--\--\- -\- -\- -\- -\- -\- -\- 40 FT -\- -------- .--,-50 SF TOTAL -- .--,-, 15 SF --------------\- -\- -\- 6 FT -----------\- jt,-1-~ -\--\- -\--\- -\- WELCOME SIGN 2 -5 YEARS CITY PROVIDED -\- □ RESTROOM -\- -\- -\--\- -\--\--\- -\--\- -\- 11 FT ELCO SIGN 5-YEARS 250 SF 6" THICK C LOR LEGEND: + + + + □ + + + + + + + + + + + + + + □ -----\--\--\--\--\--\--\--\--\- -\--\- NOTES: m:3 N BERNARDINIL CA 9e<I08 <173 E CARN~~~• ~'3) 637-~ ----.--: <1'\<Pms1 ._~L I'~ ;)-,;;J. w No. 674 p. 12-31-2 -\- 10 MOW CURB 45 FT 5 0 6,000SF REVIEWED: 10 [CRYSTAL RCE 91674 ANTHONY FLORES DESIGNED: DRAWN: AF ED CHECKED: DATE: 24 AF 06 20 20 NO. NEW OR EXISTING BASE N.T.S _5• I/EAR COOOSE F .-" .. ~,' ··~ • • ~ BASE TO MATCH EXISTING 30 ~ FWNDATIDN is· USHION LAYER .,. N.T.S ADDENDUM 1 DAllE DESCRIPTION OF REVISIONS I ' 6 , 12-31 CJV1\. OF CA\. t.lN. LAP LENGTH 12" .S-'ftrAR COURSE .S-WEAR COURSE APPROVED ,. 5• YEAR COURSE CUSHION LA VER REVIEWED: SEE llTLE SHEET FOR APPROVALS o.s· ¥£AR COURSE • P.C.C, BASE =1111 ··llll-=ll • I '• ·• . ...._ •. ,. CUSHION LA YER l 8" 11.ffiDOWN :>.lH 1: X_2" KE;~'"' _ \ EW SAND • /' j ,r SHEET OF 186490WE-SAW IMAGE PANELBELOW DECK 176 BLOCK127681 PANELBELOW DECK 115231TIC-TAC-TOE 182503WELCOME SIGN(LSI PROVIDED)5-12 YEARS 247179 CURVA SPINNER DB ONLY POD 158105IND WOBBLE 156232RAMP W/GUARDRAILAND CURBS (ASTM) 156232RAMP W/GUARDRAILAND CURBS (ASTM) 24 32 40 40 12333340" ROLLERSLIDE 2416 8 MODULETRANSFER 152911RIGHT TRANSFERPOINT MINI SUMMITCLIMBER 153076 11624724" DECK DIFF.PERM. LADDER 16 16 176081CANYONCLIMBER 156915POD CLIMBERW/PERM HANDHOLD 10 POD 158105IND WOBBLE 10"HEIGHTPOD CLIMBER158997 120901GRAB BAR 191031CURB FORACCESSIBLE PANEL 191031CURB FORACCESSIBLE PANEL 191031CURB FORACCESSIBLE PANEL 111240BALCONY DECKW/WHEEL REACH PANEL 135730MATCH 3 EXIT PLATECONCRETE RAMP BERM 120325 0 ACCESSIBLE ROUTE RAMP PROTECTIVE SURFACETOP OF EXIT PLATERAMP BERM OR COMPACTEDCONCRETE SLAB SUGGESTED RAMP BERM EXIT PLATE 8"/12" DECK TO GRADE/DB/RESILIENT SURFACING INSTALLATION REFER TO RAMP BERM EXIT PLATE INSTALLATION SHEET AGGREGATE 168100SENSORY PLAYCENTER WALL 168100SENSORY PLAYCENTER WALL 168100SENSORY PLAYCENTER WALL168101SENSORY PLAYCENTER WALL END 168101SENSORY PLAYCENTER WALL END 168105IMAGINATIONTABLE PANEL 168104OPTIGEARPANEL 123844BRAILLE PANEL 193173TIGHTROPENO DECKS 166809E-POD/SEAT 166809E-POD/SEAT 38'-4" 38'-7" 42'-6" 38'-2" 154884COOLTOPPERSINGLE POSTPYRAMID ROOFDB ONLY NOTE: THE COOLTOPPER SINGLEPOST IS NOT IPEMA CERTIFIED.154884COOLTOPPERSINGLE POSTPYRAMID ROOFDB ONLYNOTE: THE COOLTOPPER SINGLE POST IS NOT IPEMA CERTIFIED. 177715COLOR SPLASHPANEL DB ONLYTODDLER SWING177336 176038 FOR TODDLER SWINGW/PROGUARD CHAINSFULL BUCKET SEAT176038 FOR TODDLER SWINGW/PROGUARD CHAINSFULL BUCKET SEAT DB ONLYSINGLE POST SWING177332 174018 8' BEAM HEIGHTW/PROGUARD CHAINSBELT SEAT174018 8' BEAM HEIGHTW/PROGUARD CHAINSBELT SEAT REACH PANEL 129043IMAGE REACH PANEL 135729PERISCOPE 123832SUPER SCOOP(ACCESSIBLE)APPROPRIATE CONCRETE 123831SUPER SCOOPDB ONLY 193171SWIGGLEKNOTSNO DECKS 166809E-POD/SEAT CASCADE CLIMBER4 PANEL DB ONLY 150977 16"HEIGHTPOD CLIMBER120711 16 166809E-POD/SEAT 10"HEIGHTPOD CLIMBER158997 10"HEIGHTPOD CLIMBER158997 201889IND JIGJAGCLIMBERSINGLE 217913DIGIFUSE BARRIERAT GRADE00000006210481049 111292TABLE PANEL 144984STORE PANEL(AT GRADE) 179229SQUARE PEAK CUST LOGOTILE ROOF W/SQUARE PEAK CUST LOGOTILE ROOF W/ 10"HEIGHTPOD CLIMBER158997 10"HEIGHTPOD CLIMBER158997 CP008984 *CP008984 IND UPCHARGE CUSTOM DIGIFUSE PANEL ART (APPROVAL REQ'D) DOUBLE SWOOSH SLIDE LOLLILADDERW/(2) E-PODS ENTRAN C E SPIRAL CLIMBER C P 0 1 1 1 1 5 *CP011115 IND SUPER NETPLEX 8FT SINGLE TOWER MINUSSOL SPINNER, DB 11624724" DECK DIFF.PERM. LADDER 182503WELCOME SIGN(LSI PROVIDED)5-12 YEARS 182504WELCOME SIGN2-5 YEARS 2-5 AGE 5-12 AGE 2-5 AGE 2-5 AGE 2-5 AGE5-12 AGE 5-12 AGE 5-12 AGE 5-12 AGE 4-168661SENSORY PLAYSTATIONATTACHMENT PLATE 6"/8" RISE KICKPLATE(K.P.1) QTY. 10 REQUI R E D RAMP L A N D I N G AREA 10 10 10 10 05 P-5275-S 05 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAYGROUND EQUIPMENT PLAN SAN MIGUEL PARK C-9371 ( 5-12 AGE) TOTAL ELEVATED PLAY COMPONENTS 12 PloyBoosler (5-12 years} Ma11: Foll Height 96 inches TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 5 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 7 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 20 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 11 NOT TO SCALE REQUIRED REQUIRED REQUIRED REQUIRED c=) 3 3 4 11 c=) - ( 2-5 AGE ) TOTAL ELEVATED PLAY COMPONENTS 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 0 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 3 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 3 .,,,..,.., (2-5 ,..,.) Ma:,,: Foll Height: 76 inches REQUIRED REOUIREP REQtJIRED REQUIRED San Miguel Park Newport, California 0 0 0 3 7 n n c=) c=) ..... -A:,P I {$-12 .....i Max Fall Height: 83 Inches Coast Recreati on Allison Hepburn NO. DATE DESCRIPTION OF REVISIONS APPROVED SYSTEv1 TYPE: PlayBooster DRAWI\G # 1 177005-01 -05 REVIEWED: SEE TITLE SHEET FOR APPROVALS Jlih landscape structurer Tho play components ldentlfled on Ulla pion ore IPEMA certltled. (Unless model number is preceded with •) The use and layout of these components conform to the requirements of ASTM r1487. To verify product certlfieotloo, visit www.lpemo.org THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FDR AGES 5-12 YEMS UNLESS OTHERWISE NOlcD ON PLAN. IT IS THE MANUFACTURERS OPINION THAT THIS PLAY AREA DOES CONFORM TO THE A.D.A. ACCESSIBllnY STANDARDS, ASSUMING AN ACCESSIBLE PROTECTIVE SURFACING IS PROVIDED, AS INDICATED, OR WITHIN THE ENTIRE USE ZONE. THIS CONCEPTUAL PLAN WAS BASED ON INFORMATION AVAILABLE TO US. PRIOR TO CONSTRUCTION, 0£'TAILED SITE INFORMATION INCLUDING SITE DIMENSIONS. TOPOGRAPHY EXISTING UTIUTIES, SOIL CONDITIONS, AND DRAINAGE SOLUTIONS SHOULD BE OBTAINED, EVALUATED, & UTILIZED IN THE FINAL DESIGN. PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA, SIZE, ORIENTATION, AND LOCATION OF ALL EXISTING UTILITIES, EQUIPMENT, AND SITE FURNISHINGS PRIOR TO ORDERING. SLIDES SIHOULD NIOT FACE THE HOT AFTERNOON SUN. CHOOSE A PROTECllVE SURFACING MATERIAL THAT HAS A CRITICAL HEIGHT VALUE TO Mm THE MAXIMUM FALL HEIGHT FOR THE EQUIPMENT (REF. ASTW F1487 SIAtfJARD CONSUMER SAFETY PERFORMANCE SPEC IFlCATION FOR PLAYGROUND EQUIPMENT FOR PUBLIC USIE, SECTION 8 CURRENT REVISION). THE SUBSURFACE MUSI BE WELL DRAINED. IF THE SOIL ODES NOT DRAIN NATURALLY IT MUSI BE TILED OR SLOPED 1/8" TO 1/4" PER FOOT TO A STORM SEWER OR A "FRENCH DRAIN". AREA OF ACCESSIBLE/PROTECTIVE SURFACING (POURED-IN-PLACE SUGGESTED) IT IS THE MANUFACTURER'S OPINION AND INTENT THAT THE LAYOUT OF THESE COWPONENTS CONFORM WITH THE U.S. CONSUMER PRODUCT SAf'ETY COMMISSION'S (CPSC) "HANDBOOK FOR PUBLIC PLAYGROUND SAFETY". DESIGNED BY: JAG COPYRIGHT: 8/'25/24 LANDSCAPE STRUCTURES, INC. 601 7th STRm SOUTH -P.O. BOX 198 DELANO, MINNESOTA 55328 PH: 1-800-328-()()35 FAX: 1-763-972-6091 1177005-01-03 JNJ 1177005-01-02 JNJ 1177005-01-()4 JNJ Date Prwvlou• Dnlwlng f lnltlal• ........ Q) .D ::, C -" E C " I() <Xi ._j- ~ " N --...... ({) 0 C'> ;, Ll u Q) °" -<J) C 0 ;:3- C 0 -C Q) L u Q) °" -<J) C 0 ;:3- z Cl (/) w 9-~ 0 11. ._j- N I ~ " "' CJ) I u .D L ,2 Q) °" Ll C L g: 11. ._j- N I "' N 0 N >-LL / (/) w I u <( w ID I (/) °" 0 ID °" <( I I (/) "' °" <( 11. I 0 0 ._j- ~ z w °" °" :::J u ._j- N I "' N >-> <J) -u C L -C 0 u / Ll Q) L C ..c (/) / :;: ID 11. / <J) L Q) <J) SHEET OF :::J / -