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HomeMy WebLinkAboutP_5245_SGENERAL CONSTRUCTION NOTES: 1. FOR ADDITIONAL CONSTRUCTION INFORMATION NOT MENTIONED IN THESE GENERAL CONSTRUCTION NOTES, REFER TO SPECIFICATION SECTIONS. 2. CONFORM WORK TO REQUIREMENTS OF LATEST ADOPTED EDITION OF CALIFORNIA BUILDING CODE AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 3. DIMENSIONS INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. 5. 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 DISCREPENCY. 6. 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. 7. DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. 8. BE RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS WORK RELATED TO PROPER EXECUTION OF CONTRACTOR'S WORK. AB ANCHOR BOLTS FRC ABBREV ABBREVIATION (S) FH AC ASPHALT CONCRETE FRP AD ACCESS DOOR FD ADA AMERICAN WITH DISABILITIES ACT FS AFF ABOVE FINISHED FLOOR FSD ALUM ALUMINUM FT ALT ALTERNATIVE FTG APPR APPROVED APPROX APPROXIMATE(LY) GA AWL ABOVE WATER LEVEL GL GALV BD orBRD BOARD BLDG BUILDING BLK BLOCK H BM BEAM HDWD BOB BOTTOM OF BEAM HORIZ BOC BACK OF CURB HP BOH BACK OF HOUSE BOT BOTTOM ID BOW BOTTOM OF WALL IJ INSUL C/C CENTER TO CENTER INT CB CATCH BASIN INFO CER CERAMIC CEM CEMENT LEV CIP CAST IN PLACE LT CJ COLD (CONTRACTION OR CONSTRUCTION) JOINT LTG CLO CLOSET LTWT CLR CLEAR CMU CONCRETE MASONRY UNIT MAINT COL COLUMN MAT'L CONC CONCRETE MAX CONST CONSTRUCTION MB CONT CONTINUOUS MECH CORR CORRIDOR MET CSK COUNTERSINK MFR MH DET DETAIL MISC DF DRINKING FOUNTAIN MO DG DECOMPOSED GRANITE MIN DIA DIAMETER DIAG DIAGONAL (N) DIM DIMENSION NIC DIR DIRECTION NO DBL DOUBLE NTS DN DOWN DO DOOR OPENING oc DR DOOR OD DWGorDRWG DRAWING OFF OFI EA EACH OFCI EOP EDGE OF PAVING OFOI ELEC ELECTRICAL OPN'G EL ELEVATION OPP EQ EQUAL EQUIP EQUIPMENT EXIST or (X) EXISTING PED EJ EXPANSION JOINT PA EW EACH WAY PC EXT EXTERIOR PCP PL FAD FIELD ART DIRECTED PIP FIN FINISH PLAS FIXT FIXTURE PLYWD FF FINISHED FLOOR FO FINISHED OPENING FOC FACE OF CONCRETE FOS FACE OF STUD I ~ FG FINISH GRADE <( .. 0. I:, w Q' ~ xC: 9. 10. 11. 12. 13. 14. 15. 16. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. NOTIFY OWNER'S REPRESENTATIVE, FIRST, TO REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS. PAVING AND SEALANT MOCK-UPS ARE REQUIRED FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION, REFER TO SPECIFICATION FOR COMPLETE MOCK-UP CRITERIA. ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. VERIFY PROPERTY LINES PRIOR TO COMMENCING CONSTRUCTION WORK. REFER TO NEWPORT BEACH'S STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING WALKS, FOOTINGS, WALLS AND OTHER STRUCTURES. DETAILED LAYOUT INFORMATION IS AVAILABLE IN ELECTRONIC FORMAT. THE LAYOUT OF ALL THE ELEMENTS OF THESE PLANS ARE LINKED, AND LAYOUT OF THE HARDSCAPE ELEMENTS IS DEPENDENT ON CORRECTLY POSITIONING THE PLANTING ELEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ELEMENTS CONSISTENTLY WITH ALL OF THE PLANS. CAD DRAWINGS IN ELECTRONIC FORMAT WILL BE MADE AVAILABLE AT NO CHARGE. NOTE: QUANTITIES SHOWN ON PLANS FOR OWNER INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES SHOWN FOR ALL MATERIALS SPECIFIED. FIBER REINFORCED CONCRETE POS PURCHASING OPERATING STATION FIRE HYDRANT PR PAIR FIBER REINFORCED PLASTIC PREP PREPARATION FLOOR DRAIN PROJ PROJECTION FINISH SURFACE PTD PAINTED FULL SIZE DETAIL PTF POUND TO FIT FEET PTM PATCH TO MATCH FOOTING PVC POLYVINYL CHLORIDE QT QUARRY TILE GAUGE R RISER GLASS R or RAD RADIUS GALVANIZE(D) RP RADIUS POINT RD ROOF DRAIN HIGH RE or REF REFERENCE HARDWOOD REFL REFLECTED HORIZONTAL REINF REINFORCE HIGH POINT REQ'D REQUIRED RES RESILIENT INSIDE DIAMETER RM ROOM ISOLATION JOINT RO ROUGH OPENING INCH IN INSULATION SCH SCHEDULE INTERIOR SECT SECTION INFORMATION SHT SHEET SIM SIMILAR LEVEL SIMUL SIMULATED LIGHT SMH SEWER MANHOLE LIGHTING SPECS SPECIFICATIONS LIGHTWEIGHT SQ SQUARE ss STAINLESS STEEL MAINTENANCE STA STATION MATERIAL STD STANDARD MAXIMUM STL STEEL MACHINE BOLT STRUCT STRUCTURAL MECHANICAL SUSP SUSPENDED METAL SYM SYMMETRICAL MANUFACTURER T TREAD MAN HOLE TBD TO BE DETERMINED MISCELLANEOUS T&G TONGUE & GROOVE MASONRY OPENING THK THICK MINIMUM TOC TOP OF CONCRETE or CURB TOL TREE OF LIFE (NEW) TOP TOP OF PARAPET NOT IN CONTRACT TYP TYPICAL NUMBER TOW TOP OF WALL NOTTO SCALE TR TOP OF ROCK UNO UNLESS NOTED OTHERWISE ON CENTER VAR VARIES OUTSIDE DIAMETER VEH VEHICULAR OFFICE VERT VERTICAL OWNER FURNISH ITEM VIF VERIFY IN FIELD OWNER FURNISH/ CONTRACTOR INSTALLED w WIDE OWNER FURNISHED/ OWNER INSTALLED W/ WITH OPENING W/OUT WITHOUT OPPOSITE WC WATER CLOSET WD WOOD WI WROUGHT IRON PEDESTRIAN WKPT WORKING POINT PLANTING AREA WL-$-WATER LEVEL PORTLAND CEMENT WP WATERPROOFING PORTLAND CEMENT PLASTER PLATE POURED IN PLACE PLASTER PLYWOOD ~ct :ivil Engineer 'Civil Engineer ! r Place , L1.53 ctrical By City PAVING FINISH SCHEDULE PAVING DESCRIPTION COLOR PATTERN FINISH JOINT COMMENTS TYPE [PRIMARY LOCATION(S)] @ CONCRETE PAVING MESA BEIGE SEE PLAN LIGHT SAWCUT PROVIDE 4x4 MOCKUP PER SPECIFICATION [AT PARKING STALL, CROSSWALKS SANDBLAST PROVIDE WITH NO EDGE CHAMFER -CUT 10% AND DRIVEWAY] (TOPCAST 15) TO 8" LONG TO MAINTAIN TIGHTER RADII IN - ® CONCRETE PAVERS HIGHLAND BLEND 4x16 -SEE PLAN GROUND, BUTT PROVIDE 4x4 MOCKUP PER SPEC. PROVIDE WITH [AT SAILING CENTER AND OVERLOOK] W/ EXPOSED SEALED ND EDGE CHAMFER -CUT 10% TO 8" LONG TO GREEN AGGREGATE MAINTAIN TIGHTER RADII IN PATTERN © CONCRETE SIDEWALKS MESA BEIGE SEE PLAN ACIDWASH SAWCUT PROVIDE 4x4 MOCKUP PER SPECIFICATION [INTERNAL SITE AREA] [TOPCAST 03] ® CONCRETE SIDEWALKS NATURAL GREY ACIDWASH PROVIDE 4x4 MOCKUP PER SPECIFICATION SEE PLAN SAWCUT [ALONG STREET EDGE] [TOPCAST 03] © COATED CONCRETE RED, BLUE, GREEN SEE DETAIL 6, SHEET L1.57 SAWCUT PROVIDE 4x4 MOCKUP PER SPECIFICATION [AT BASKETBALL COURTS] ® PLAYGROUND PROTECTIVE BROWN, BLUE, GREEN SURFACING [AT PLAY AREA] ® GRASSPAVESTRUCTURALTURF N/A [AT VACTOR ACCESS] ® FLAGSTONE STORM MOUNTAIN [AT LIGHTHOUSE RESTROOM AREA] FLAGSTONE 0 CONCRETE PAVING NATURAL GREY [AT PARKING LOT AISLES] ® DECOMPOSED GRANITE [AT FITNESS EQUIPMENT] N/A © CONCRETE WITH EXPOSED SPECIALTY MULTIPLE AGGREGATE [AT COMPASS ROSE] FOR PAVING SECTIONS AND REINFORCING, REFER TO GEOTECHNICAL REPORT FOR PAVING JOINTS, SEE DETAIL 5, SHEET L-1.51 CONSTRUCTION CALLOUTS (D Beach Edge at Balboa Center, See Detail 16, Sheet L-1.56 @ Trash Enclosure, See Detail 8, Sheet L-1.53 @ Turndown Slab at Beach Edge, See Detail 3, Sheet L-1.51 © Boulders at Base of Lightouse, See Detail 8, Sheet L1.55 ® 4" High Guide Curb onTurndown Edge, See Detail 14, L-1.51 © Flagpole at Beach Edge, See Detail 16, Sheet L-1.51 (D Shower at Beach Edge, Fixture FBS, See Detail 4, Sheet L-1.51 @ Removable Bollard, See Detail 13, Sheet L-1.51 ® Boulders in Planting Areas, See Detail 7, Sheet L-1.51 @ Concrete Mowcurb, See Detail 2, Sheet L-1.51 @ Entry Monument, See Detail 16, Sheet L-1.52 @ Shade Structure at Play Area, See Detail 16, Sheet L-1.51 @ Sport Court, See Detail 6, Sheet L-1.53 @ Portage Vessel Access Point, See Detail 9, Sheet L-1.51 @ Wall Edge at SCE Parcel, See Detail 14, Sheet L-1.56 @ Handicap Parking Sign, See Detail 15, Sheet L-1.53 @ Handicap Stall, See Detail 15, Sheet L-1.53 @ Curb by Civil Engineer, Color to Match adjacent Paving @ Parking Sign, See Detail 8, Sheet L-1.51 @ Compass Rose Paving Medallion, See Detail 14, Sheet L-1.53 @ Steps to shower at 19th Street, See Detail 6, Sheet L-1.56 @ Expansion joint, See Detail 5, Sheet L-1.51 @ Drinking Fountain/Bottle Filler/Pet Fountain, Fixture FDF-1 @ Parking Sign, See Sheet L-0.06 @ Edge restraint at Pavers, See Spec. Section 32 1413 @ Walkway at Bulkhead, See Detail 5, Sheet L-1.53 @ 12" x 24" Concrete Pad for City Installed Pay Station @ Wi-Fi Antenna Post (3 Locations) See Detail 1, Sheet L1.53 CONSTRUCTION ITEMS DESIGNED BY OTHERS ® Building Doorway and Threshold by Architect @ Building Stair by Architect © HC Curb Ramp & Detectable Warning by Civil Engineer @ Zero Height Curb & Detectable Warning by Civil Engineer ® Building Element by Architect ® Existing Seawall and Cap -Protect in Place @ Trench Drain By Civil Engineer @ Grooving by Civil Engineer Q) Existing Curb/Sidewalk to Remain @ Curb/Gutter by Civil Engineer (D Asphalt Paving by Civil Engineer @ Utility Equipment by Civil Engineer @ Infiltration Basin Location by Civil Engineer ® Utility Transformer Location @ Existing Rail at Top of Seawall -Protect in Place @ Parkway Culvert by Civil Engineer ® Gate Location for Future Gangway (D Parking Pay Station Installed by City @ Beach Wall -See B 1.01 & B 1.02 ® Light Fixture-See Sheet E1.2 & Detail 16, L1.53 @ Monument Signage Location See Site Electrical ® Future WiFi Enclosure Location -Installed By City © Power Bollard Location BOULDER SCHEDULE DESCRIPTION MATERIAL & COLOR CRESTA BOULDERSAVAILABLEAT: TALL BOULDER SOUTHWEST BOULDER AND STONE 1(800)792-7625 CRESTA BOULDERS AVAILABLE AT: LOW BOULDER SOUTHWEST BOULDER AND STONE 1(800)792-7625 CRESTA BOULDERSAVAILABLEAT: FLUSH BOULDER SOUTHWEST BOULDER AND STONE 1(800)792-7625 TOTAL QUANTITY 42 per plan 42 per plan 8 per plan -PROVIDE CONCRETE SLAB FINISH TYPE C & VAPOR BARRIER PER SECTION32 1816.13 SEE PLAN N/A SEE DETAIL 16, SHEET L1.55 - N/A N/A SEE SPECIFICATIONS SECTION 32 1243 - -GRASS PAVING FOR INSTALLATION FLAGSTONE SEALED 1" MAX CONTACT SOUTHWEST BOULDER AND STONE 1(800)792-7625 GROUT COLOR TO BE SELECTED SEE PLAN BROOM SAWCUT PROVIDE 4x4 MOCKUP PER SPECIFICATION FINISHED N/A -N/A STABILIZED, 3" THICK SEE DETAIL SEE DETAIL SAWCUT SEE DETAIL 14, SHEET L1.53 PROVIDE 4x4 MOCKUP PER SPECIFICATION FURNITURE SCHEDULE MODEL NAME & NUMBER MANUFACTURER SIZE (LxWxH or HxD) COLOR [I] Camber Bench-SBCAM-72BW Forms and Surfaces 77 11 x27 11 x33 11 Aluminum m Wood Slats Camber Bench-SBCAM-72BW Forms and Surfaces 77"x27" x33" Aluminum Wood Slats rn Picnic Table -QLBT96PT Quickcrete 9611 x72 11 x30 11 Natural [i] Bike Racks -SKTRO Forms and Surfaces 12" x3" x33" Aluminum [§] Dispatch Trash Rcpt.SLDIS-136 Forms and Surfaces 26" x22" x43" Aluminum [§] Dispatch Trash Rcpt.SLDIS-136 Forms and Surfaces 26 11 x22 11 x43 11 Aluminum (Split stream) [I] Walden Flat Bench -Thomas Steele 47 11 x22 11 X 18" Silver WDF2-4-RPG-P Grey Seat [§] Dog Waste Station 1003A-L ProPet 12 11 X12 II x96 11 Green w Stainless Steel Grill Pilot Rock NSS-20 86S 15 11 x20 11 x36 11 Stainless Steel Provide 12 11 Diameter, 3611 Deep Concrete footing for each Grill Unit FOR INSTALLATION INFORMATION, SEE SHEET L-1.54 PLAY/ EXERCISE EQUIPMENT SCHEDULE MODEL NAME & NUMBER MANUFACTURER QUANTITY COLOR 0 Evos Play 63626-1-1 Landscape Structures 1 T.B.D. [fil Weevos Play 3299 Landscape Structures 1 T.B.D. @J Navigator ELE40007 Kompan 1 T.B.D. [I] Explorer ELE40008 Kompan 1 T.B.D. [I] Spinner Bowl ELE400024 Kompan 2 T.B.D. llil Junior Spica ELE400158 Kompan 2 T.B.D. [ill RS S-Shaped Tube Slide -120" High Playcraft 1 T.B.D. [I] Custom 'Pier' Landscape Structures 1 T.B.D. [I] 5120-02-R Directional Post Columbia Cascade Company 4 STD. [0 5101-02-R Heel-Flex Columbia Cascade Company 1 STD. ill] 5114-02-R Push-Off Columbia Cascade Company 1 STD. @J 5103-02-R Toe-Touch Columbia Cascade Company 1 STD. 0 2273 HealthBeat Squat Press Landscape Structures 2 T.B.D. [gJ 5106-02-R Hop-Over Columbia Cascade Company 1 STD. [RJ 5115-02-R Leg-Over Columbia Cascade Company 1 STD. [§] 2276 HealthBeat Chest/Back Prs Landscape Structures 2 T.B.D. [I] 5100-02-C-R Timberform Group C Columbia Cascade Company 1 STD. [QJ 5102-02-R Toe-Reach Columbia Cascade Company 1 STD. ~ 5117-02-R Hip-Flex Columbia Cascade Company 1 STD. [NJ 5119 Introductory Sign Columbia Cascade Company 1 STD. Each Fitness Route station includes Signage See Sheet L-1.54 for Fitness Route Installation Information MAXIMUM DIMENSIONS MINIMUM DIMENSIONS COMMENTS (APPROXIMATE) (APPROXIMATE) 60" x48" x30"H 30 11 x24 11 x30 11 H REFER TO DETAIL 7, SHEET L1.51 BOULDERS SHOULD BE SMOOTH WITH ONE LARGE SIDE FLATTER 60" x36" x24"H 24 11 x24 11 x 12 11 H REFER TO DETAIL 7, SHEET L1.51 BOULDERS SHOULD BE SMOOTH WITH ONE LARGE SIDE FLATTER 60" x30" x 15 11 H 24 11 x24 11 x 10 11 H REFER TO DETAIL 7, SHEET L1.51 BOULDERS SHOULD BE SMOOTH WITH ONE LARGE SIDE FLATTER Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com ' I I I \ I _jt_ ' !ii.I \ Q) ' a_ • REVISIONS i \ ' CD ' [: ' ' \J \ CD \ ' ( \ ' ( ..c u 0 Q) • al • t 0 Q. ~ Q) z " -0 >-+-·-u DATE 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: CONSTRUCTION NOTES AND LEGENDS SHEET: Ll.00 Pierhead Line LOWER NEWPORT BAY _, / J \ I\ ---------------------------------------------------- l ) (W)Typ. 1V-- ./ f P.A. •~f-ltt I K I ' -, - - ~ -rn I I .. ' P.A. P.A. -~+-~-±-::I-ff---+ !-' 1 7 1111 7 ,, ,';_ ,. rt-rn I --,-~ -,_ - -8 P.A. D -, rn - - ,_ - -, 24 : ' ' . ,_, ' • I ' ' ' ·K ~- • j •. : 22 ...J.._ rn -, u ---,I ' " -,_ - - 9 0 SC ,_ "" - I I I I I I I I I I I I - -, w SC ,- ' ' ' ' ' ' 26 a r ,, 1 /-I- ' ' ' ' ' ' 1~----, f ,,._., ~-·, 'f ,"..._ ' -' i . • . - - - ,- ._,, SC - - ,-- - ' ' ' ' ' ' WEST BALBOA -------" SC -1-SC ', 07"'.;\;~---ri\ , / ' ------- 26 ' •••••• I __ J_ ___ _ _l_ ___ _ ' ' ' -+----' ' ' --,----/ --,----\1,/ I ' ___ L ___ _ ' ' ' ---+----1----f---- ' ' • ' ' ' ' ,--,---,--- ' ' . ' ' --1----'---- -r ___ L __ _ BOULEVARD SC , =\ --~' --=----....-~7~-\, ,-- -' • -,_ ---~ q-,..~- - - COORDINATE WORK ON ADJACENT PROPERTY 28 WITH AMERICAN LEGION ,---Existing Underground Tiebacks - Not shown for purposes of clarity, see Sheet L0.05 V " ~ ,, " ,,. ,, If I ' EXISTING MARINA BASIN - ~-Existing Underground Tiebacks - Not shown for purposes of clarity, see Sheet L0.05 Q ~\ ~I. -. .. \ ~~ -jl\ , X P.A. -------------I ,-- -,-' Iii " I I I I I I .L r II ' i II: I I I I I : I I I I I . I I • I : I I . I : i I I : ~ l'I II II Ii i :: I; i II II .. II II II .. II CONSTRUCTION CALLOUTS PAVING FINISH SCHEDULE Beach Edge at Balboa Center, See Detail 16, Sheet L-1.56 Trash Enclosure, See Detail 8, Sheet L-1.53 PAVING TYPE ® © ® © ® Q) ® DESCRIPTION [PRIMARY LOCATION(S)] CONCRETE PAVING [AT PARKING STALL, CROSSWALKS AND DRIVEWAY] CONCRETE PAVERS [AT SAILING CENTER AND OVERLOOK] CONCRETE SIDEWALKS [INTERNAL SITE AREA] CONCRETE SIDEWALKS [ALONG STREET EDGE] COATED CONCRETE [AT BASKETBALL COURTS] PLAYGROUND PROTECTIVE SURFACING [AT PLAY AREA] GRASSPAVE STRUCTURAL TURF [AT VACTOR ACCESS] FLAGSTONE [AT LIGHTHOUSE RESTROOM AREA] CONCRETE PAVING [AT PARKING LOT AISLES] DECOMPOSED GRANITE [AT FITNESS EQUIPMENT] CONCRETE WITH EXPOSED SPECIALTY AGGREGATE [AT COMPASS ROSE] ill @ ® © ® © ® @ Turndown Slab at Beach Edge, See Detail 3, Sheet L-1.51 Boulders at Base of Lightouse, See Detail 8 , Sheet Ll.55 4" High Guide Curb on Tumdown Edge, See Detail 14, L-1.51 Flagpole at Beach Edge, See Detail 16, Sheet L-1.51 Shower at Beach Edge. Fixture FBS, See Detail 4, Sheet L-1.51 Removable Bollard, See Detail 13, Sheet L-1.51 Boulders in Planting Areas, See Detail 7, Sheet L-1.51 Concrete Mowcur1l, See Detail 2, Sheet L-1.51 Ent,y Monument, See Detail 16, Sheet L-1.52 Shade Structure at Play Area, See Detail 16, Sheet L-1.51 Sport Court, See Detail 6, Sheet L-1.53 Portage Vessel Access Point, See Detail 9, Sheet L-1.51 Wall Edge at SCE Parcel, See Detail 14, Sheet L-1.56 Handicap Parking Sign, See Detail 15, Sheet L-1.53 Handicap Stall, See Detail 15, Sheet L-1.53 Curb by Civil Engineer, Color to Match adjacent Paving Parking Sign, See Detail 8, Sheet L-1.51 Compass Rose Paving Medallion, See Detail 14, Sheet L-1.53 Steps to shower at 19th Street, See Detail 6, Sheet L-1.56 Expansion joint, See Detail 5, Sheet L-1.51 Drinking Fountain/Bottle Filler/Pet Fountain, Fixture FDF-1 Parking Sign, See Sheet L-0.06 Edge restraint at Pavers, See Spec. Section 32 1413 Walkway at Bulkhead, See Detail 5, Sheet L-1.53 12" x 24" Concrete Pad for City Installed Pay Station Wi-Fi Antenna Post (3 Locations) See Detail 1, Sheet Ll.53 CONSTRUCTION ITEMS DESIGNED BY OTHERS Building Dooiway and Threshold by Architect Building Stair by Architect HC Curb Ramp & Detectable Warning by Civil Engineer Zero Height Curb & Detectable Warning by Civil Engineer Building Element by Architect Existing Seawall and Cap -Protect in Place Trench Drain By Civil Engineer FOR PAVING SECTIONS AND REINFORCING, REFER TO GEOTECHNICAL REPORT ® CD ® CD ® ® ® ® ® ® CD @ Grooving by Civil Engineer Existing Curb/Sidewalk to Remain Curb/Gutter by Civil Engineer FOR PAVING JOINTS, SEE DETAIL 5, SHEET L-1.51 I " I ® ® © © Asphalt Paving by Civil Engineer Utility Equipment by Civil Engineer Infiltration Basin Location by Civil Engineer Utility Transformer Location Existing Rail at Top of Seawall -Protect in Place Parkway Culvert by Civil Engineer Gate Location for Future Gangway Parking Pay Station Installed by City Beach Wall -See Bl.01 & Bl.02 Light Fixture -See Sheet E1.2 & Detail 16, Ll.53 Monument Signage Location See Site Electrical Future WiFi Enclosure Location -Installed By City Power Bollard Location FOR PLAY/EXERCISE EQUIPMENT, FURNITURE AND BOULDER SCHEDULE, SEE SHEET L100 FOR EXTENT OF STONE COLUMNS GROUND IMPROVEVEMENTS, SEE SHEET L0.05 FOR FURTHER INFORMATION, GRADING, DETAILS & SECTIONS FOR VEHICULAR AND PEDESTRIAN PAVING, SEE CIVIL DRAWINGS 2-25 . II ),----, II I I -+-Limit of Paving II --A SEE DETAIL 14, SHEET Ll.56 FOR •••••••••/.•--~~~-~~CAPE EN LARG EM ENT •• ♦• OCSD PARCEL X (D KEY PLAN ,-----0 10 20 40 SCALE 1 "= 20'-0" Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com \ Q) CL i \ ..c u 0 Q) al t 0 0 Q. • I [: ' • I ~ Q) z -0 \J c REVISIONS ( \ I ( ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 lt, Addendum3 4/3/14 & Delta5 12/13/14 £ Delta6 2/6/15 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: HARDSCAPE CONSTRUCTION PLAN AREA 1 SHEET: Ll.01 LLJ :::c en LLJ LLJ en LLJ z - - ....J :::c (...), !;:i: ~ I ' ' I • ,' , ·····································--•----■-----••···································- P.A. 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'7 , , I ' ' --------■ ' ,-- PAVING FINISH SCHEDULE PAVING TYPE ® © ® © ® 0 ® DESCRIPTION [PRIMARY LOCATION(S)] CONCRETE PAVING [AT PARKING STALL, CROSSWALKS AND DRIVEWAY] CONCRETE PAVERS [AT SAILING CENTER AND OVERLOOK] CONCRETE SIDEWALKS [INTERNAL SITE AREA] CONCRETE SIDEWALKS [ALONG STREET EDGE] COATED CONCRETE [AT BASKETBALL COURTS] PLAYGROUND PROTECTIVE SURFACING [AT PLAY AREA] GRASSPAVE STRUCTURAL TURF [AT VACTOR ACCESS] FLAGSTONE [AT LIGHTHOUSE RESTROOM AREA] CONCRETE PAVING [AT PARKING LOT AISLES] DECOMPOSED GRANITE [AT FITNESS EQUIPMENT] CONCRETE WITH EXPOSED SPECIALTY AGGREGATE [AT COMPASS ROSE] COLOR MESA BEIGE HIGHLAND BLE~ W/ EXPOSED GREEN AGGREGI MESA BEIGE NATURAL GRE'I RED, BLUE, GREI BROWN, BLUE, GR N/A STORM MOUNTA FLAGSTONE NATURAL GRE'I N/A MULTIPLE FOR PAVING SECTIONS AND REINFORCING, REFER TO GEOTECHNICAL REPORT FOR PAVING JOINTS, SEE DETAIL 5, SHEET L-1.51 Beach Edge at Balboa Center, See Detail 16, Sheet L-1.56 Trash Enclosure, See Detail 8, Sheet L-1.53 Turndown Slab at Beach Edge, See Detail 3, Sheet L-1.51 Boulders at Base of Lightouse, See Detail 8, Sheet Ll.55 4" High Guide Curb on Tumdown Edge, See Detail 14, L-1.51 Flagpole at Beach Edge, See Detail 16, Sheet L-1.51 FURNITURE SCHEDULE [I] rn rn @] rn [§] [I] MODEL NAME & NUMBER MANUFACTURER Camber Bench-SBCAM-72BW Fonms and Surfaces Camber Bench-SBCAM-72BW Fonms and Surfaces Picnic Table -QLBT96PT Bike Racks -SKTRO Quickcrete Fonms and Surfaces Dispatch Trash Rcpt.SLDIS-136 Fonms and Surfaces Dispatch Trash Rcpt.SLDIS-136 Fonms and Surfaces (Split stream) Walden Flat Bench - WDF2-4-RPG-P Thomas Steele SIZE (LxWxH or Hx 77 11x27" x33" 77 11x27 11 x33 11 96 11 X 72 11 X30" 12" x3" x33" 26 11 x22 11 x43 11 26" x22" x43" 47 11x22" X 18" [BJ DogWasteStation 1003A-L ProPet 12"x12" x96" [[j Stainless Steel Grill Pilot Rock NSS-20 B6S 15" x20" x36" Provide 12" Diameter, 36" Deep Concrete footing for each Grill Unit FOR INSTALLATION INFORMATION, SEE SHEET L-1.54 PLAY/ EXERCISE EQUIPMENT SCHEDULE [Kl [BJ [Q] [I] [I] @] [BJ [I] [I] [0 [ill [Q] [fl [gJ [RJ [§] IT] [QJ [2J @I] MODEL NAME & NUMBER Evos Play 63626-1-1 MANUFACTURER Landscape Structures QUANTITY 1 Weevos Play 3299 Navigator ELE40007 Explorer ELE40008 Spinner Bowl ELE400024 Junior Spica ELE400158 Landscape Structures Kompan Kompan Kompan Kompan R5 S-Shaped Tube Slide -120" High Playcraft Custom 'Pier' 5120-02-R Directional Post 5101-02-R Heel-Flex 5114-02-R Push-Off 5103-02-R Toe-Touch 2273 HealthBeatSquat Press 5106-02-R Hop-Over 5115-02-R Leg-Over 2276 HealthBeat Chest/Back Prs 5100-02-C-R Timberform Group C 5102-02-R Toe-Reach 5117-02-R Hip-Flex Landscape Structures Columbia Cascade Company Columbia Cascade Company Columbia Cascade Company Columbia Cascade Company Landscape Structures Columbia Cascade Company Columbia Cascade Company Landscape Structures Columbia Cascade Company Columbia Cascade Company Columbia Cascade Company 5119 Introductory Sign Columbia Cascade Company Each Fitness Route station includes Signage See Sheet L-1.54 for Fitness Route Installation Information 1 1 1 2 2 1 1 4 1 1 1 2 1 1 2 1 1 1 1 co T.E T.E T.E T.E T.B T.B T.B T.B STI STI STI STI T.B STI STI T.B. SH STI STI STI Shower at Beach Edge, Fixture FBS, See Detail 4, Sheet L-1.51 @ ® © ® ® © ® ® Q) ® © ® ® ® ® ® ® CD ® ® ® ® (J) Removable Bollard, See Detail 13, Sheet L-1.51 Boulders in Planting Areas, See Detail 7, Sheet L-1.51 Concrete Mowcurb, See Detail 2, Sheet L-1.51 Entry Monument, See Detail 16, Sheet L-1.52 Shade Structure at Play Area, See Detail 16, Sheet L-1.51 Sport Court, See Detail 6, Sheet L-1.53 Portage Vessel Access Point, See Detail 9, Sheet L-1.51 Wall Edge at SCE Parcel, See Detail 14, Sheet L-1.56 Handicap Parking Sign, See Detail 15, Sheet L-1.53 Handicap Stall, See Detail 15, Sheet L-1.53 Curb by Civil Engineer, Colorto Match adjacent Paving Parking Sign, See Detail 8, Sheet L-1.51 Compass Rose Paving Medallion, See Detail 14, Sheet L-1.53 Steps to shower at 19th Street, See Detail 6, Sheet L-1.56 Expansion joint, See Detail 5, Sheet L-1.51 Drinking Fountain/Bottle Filler/Pet Fountain, Fixture FDF-1 Parking Sign, See Sheet L-0.06 Edge restraint at Pavers, See Spec. Section 32 1413 Walkway at Bulkhead, See Detail 5, Sheet L-1.53 12" x 24" Concrete Pad for City Installed Pay Station Wi-Fi Antenna Post (3 Locations) See Detail 1, Sheet Ll.53 CONSTRUCTION ITEMS DESIGNED BY OTHERS Building Doorway and Threshold by Architect Building Stair by Architect HC Curb Ramp & Detectable Warning by Civil Engineer Zero Height Curb & Detectable Warning by Civil Engineer Building Element by Architect Existing Seawall and Cap -Protect in Place Trench Drain By Civil Engineer Grooving by Civil Engineer Existing Curb/Sidewalk to Remain Curb/Gutter by Civil Engineer Asphalt Paving by Civil Engineer Utility Equipment by Civil Engineer Infiltration Basin Location by Civil Engineer Utility Transformer Location Existing Rail at Top of Seawall -Protect in Place Parkway Culvert by Civil Engineer Gate Location for Future Gangway Parking Pay Station Installed by City Beach Wall -See Bl.01 & Bl.02 Light Fixture -See Sheet El.2 & Detail 16, Ll.53 Monument Signage Location See Site Electrical Future WiFi Enclosure Location -Installed By City Power Bollard Location ----· -- (D ,---------------------------------------------------------------------7 i KEY PLAN -0 10 20 40 SCALE 1 "= 20'-0" Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com \ Q) CL i \ ..c u 0 Q) al t 0 0 Q. • I [: ' • I \J REVISIONS ( \ I ( ~ Q) z -0 c ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penmit Set Submittal 1/28/14 & Delta6 2/6/15 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: HARDSCAPE CONSTRUCTION PLAN AREA2 SHEET: Ll.02 1--w w a:: I-- Cf) I 1-- 0) ~ u K •• • ; ·····················-· . •. . ' .. • • • • • • • • • • • • • • • • • • • • • • • • ' ' • I -_!_ __ J__ -1_ i I-a-iii ~i: : I -I I 1--- -' - •• .I • • • • • • • •• • • • • • • • • • • ·, : : '•, I __. I I I I I 1 7' : r~~ o ~ : : ,I :I Wi ~/~ J: ~I I 7 . I I -'---~'---------'---1_ ___J_ ----;,l:i I / I W,, J: I ~ I -;i' I • • . I ---'-'-"=--1 __j__ -'----' l___ ,1 I ' I I ' I WI ~ ;I --:i; I 0 O -~' -~1 ___J _ ___l__ I 1 1 J r 11 ~ W1 I 7, w, I 'BAVAVE1'Jl.J7= ________________________ _ -------7-------------WORK LIMIT LINE- ---------- -------------------------- I ' I I I ' " . i . I I I I I I PAVING FINISH SCHEDULE PAVING TYPE © © © ® 0 DESCRIPTION [PRIMARY LOCATION(S)I CONCRETE PAVING [AT PARKING STALL, CROSSWALKS AND DRIVEWAY] CONCRETE PAYERS [AT SAILING CENTER AND OVERLOOK] CONCRETE SIDEWALKS [INTERNAL SITE AREA] CONCRETE SIDEWALKS [ALONG STREET EDGE] COATED CONCRETE [AT BASKETBALL COURTS] PLAYGROUND PROTECTIVE SURFACING [AT PLAY AREA] GRASSPAVE STRUCTURAL TURF [AT VACTOR ACCESS] FLAGSTONE [AT LIGHTHOUSE RESTROOM AREA] CONCRETE PAVING [AT PARKING LOT AISLES] DECOMPOSED GRANITE [AT FITNESS EQUIPMENT] CONCRffi WITH EXPOSED SPECIALTY AGGREGATE [AT COMPASS ROSE] COLOR MESA BEIGE HIGHLAND BLE~ W/ EXPOSED GREEN AGGREGJ MESA BEIGE NATURAL GREY RED, BLUE, GREI BROWN, BLUE, GR N/A STORM MOUNTA FLAGSTONE NATURAL GREY N/A MULTIPLE FOR PAVING SECTIONS AND REINFORCING, REFER TO GEOTECHNICAL REPORT FOR PAVING JOINTS, SEE DETAIL 5, SHEET L-1.51 CONSTRUCTION CALLOUTS (D Beach Edge at Balboa Center, See Detail 16, Sheet L-1.56 (D Trash Enclosure, See Detail 8, Sheet L-1.53 @ Turndown Slab at Beach Edge, See Detail 3, Sheet L-1.51 @ Boulders at Base of Lightouse, See Detail 8, Sheet Ll.55 @ 4" High Guide Curb onTurndown Edge, See Detail 14, L-1.51 @ Flagpole at Beach Edge, See Detail 16, Sheet L-1.51 FURNITURE SCHEDULE MODEL NAME & NUMBER MANUFACTURER [I] Camber Bench-SBCAM-72BW Fonms and Surfaces SIZE (LxWxH or Hx 77 11x27" x33" rn rn @] rn [§] Camber Bench-SBCAM-72BW Fonms and Surfaces Picnic Table -QLBT96PT Quickcrete Bike Racks -SKTRO Fonms and Surfaces Dispatch Trash Rcpt.SLDIS-136 Fonms and Surfaces Dispatch Trash Rcpt.SLDIS-136 Fonms and Surfaces 77 11x27 11 x33 11 96 11 X 72 11 X30" 12" x3" x33" 26 11 x22 11 x43 11 26" x22" x43" [I] (Split stream) Walden Flat Bench - WDF2-4-RPG-P Thomas Steele 47 11x22" X 18" [BJ DogWasteStation 1003A-L ProPet 12"x12" x96" [[j Stainless Steel Grill Pilot Rock NSS-20 B6S 15" x20" x36" Provide 12" Diameter, 36" Deep Concrete footing for each Grill Unit FOR INSTALLATION INFORMATION, SEE SHEET L-1.54 PLAY/ EXERCISE EQUIPMENT SCHEDULE MODEL NAME & NUMBER MANUFACTURER QUANTITY [Kl [BJ [Q] [I] [I] @] [BJ Evos Play 63626-1-1 Weevos Play 3299 Navigator ELE40007 Explorer ELE40008 Spinner Bowl ELE400024 Junior Spica ELE400158 R5 S-Shaped Tube Slide -120" High [I] Custom 'Pier' [I] [0 [ill [Q] [fl [gJ 5120-02-R Directional Post 5101-02-R Heel-Flex 5114-02-R Push-Off 5103-02-R Toe-Touch 2273 HealthBeatSquat Press 5106-02-R Hop-Over lli] 5115-02-R Leg-Over [§] 2276 HealthBeat Chest/Back Prs [I] 5100-02-C-R Timberform Group C 5102-02-R Toe-Reach 5117-02-R Hip-Flex Landscape Structures Landscape Structures Kompan Kompan Kompan Kompan Playcraft Landscape Structures Columbia Cascade Company Columbia Cascade Company Columbia Cascade Company Columbia Cascade Company Landscape Structures Columbia Cascade Company Columbia Cascade Company Landscape Structures Columbia Cascade Company Columbia Cascade Company Columbia Cascade Company [QJ [2J @I] 5119 Introductory Sign Columbia Cascade Company Each Fitness Route station includes Signage See Sheet L-1.54 for Fitness Route Installation Information I I I I 2 2 I I 4 1 I 1 2 1 1 2 I I I I co T.E T.E T.E T.E T.B T.B T.B T.B STI STI sn STI T.B STI STI T.B. SH STI STI STI (J) Shower at Beach Edge, Fixture FBS, See Detail 4, Sheet L-1.51 @ Removable Bollard, See Detail 13, Sheet L-1.51 © Boulders in Planting Areas, See Detail 7, Sheet L-1.51 @ Concrete Mowcurb, See Detail 2, Sheet L-1.51 @ Entry Monument, See Detail 16, Sheet L-1.52 @ Shade Structure at Play Area, See Detail 16, Sheet L-1.51 @ Sport Court, See Detail 6, Sheet L-1.53 @ Portage Vessel Access Point, See Detail 9, Sheet L-1.51 @ Wall Edge at SCE Parcel, See Detail 14, Sheet L-1.56 @ Handicap Parking Sign, See Detail 15, Sheet L-1.53 @ Handicap Stall, See Detail 15, Sheet L-1.53 @ Curb by Civil Engineer, Color to Match adjacent Paving @ Parking Sign, See Detail 8, Sheet L-1.51 @ Compass Rose Paving Medallion, See Detail 14, Sheet L-1.53 @ Steps to shower at 19th Street, See Detail 6, Sheet L-1.56 @ Expansion joint, See Detail 5, Sheet L-1.51 @ Drinking Fountain/Bottle Filler/Pet Fountain, Fixture FDF-1 @ Parking Sign, See Sheet L-0.06 @ Edge restraint at Pavers, See Spec. Section 32 1413 @ Walkway at Bulkhead, See Detail 5, Sheet L-1.53 @ 12" x 24" Concrete Pad for City Installed Pay Station @ Wi-Fi Antenna Post (3 Locations) See Detail 1, Sheet Ll.53 CONSTRUCTION ITEMS DESIGNED BY OTHERS ® Building Doorway and Threshold by Architect @ Building Stair by Architect © HC Curb Ramp & Detectable Warning by Civil Engineer @ Zero Height Curb & Detectable Warning by Civil Engineer ® Building Element by Architect ® Existing Seawall and Cap -Protect in Place @ Trench Drain By Civil Engineer ® Grooving by Civil Engineer Q) Existing Curb/Sidewalk to Remain ® Curb/Gutter by Civil Engineer © Asphalt Paving by Civil Engineer ® Utility Equipment by Civil Engineer ® Infiltration Basin Location by Civil Engineer ® Utility Transformer Location ® Existing Rail at Top of Seawall -Protect in Place ® Parkway Culvert by Civil Engineer ® Gate Location for Future Gangway CD Parking Pay Station Installed by City @ Beach Wall -See Bl.01 & Bl.02 ® Light Fixture -See Sheet El.2 & Detail 16, Ll.53 ® Monument Signage Location See Site Electrical © Future WiFi Enclosure Location -Installed By City (J) Power Bollard Location Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com ' I I I \ I _jt_ ' !ii.I \ Q) ' a_ • REVISIONS i \ I CD I [: ' I \J \ CD \ ' ( \ I ( ..c u 0 Q) al t 0 Q. ~ Q) z -0 >-+-·-u 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS • DATE 8/2/12 11/20/12 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penmit Set Submittal 1/28/14 & Delta6 2/6/15 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: HARDSCAPE CONSTRUCTION PLAN AREA3 SHEET: Ll.03 ---------------Pierhead Line -----------------LOWER NEWPORT BAY ------------------------~--i==------~-----,--------:-c------------------~-.-----= -=·· --· --·---• -· i · U.S. Bulkhead Line ------------------·-------------: -: 138'~1011 . -261-9 1.1 REFERENCE LINE. s =-;-:Tc;-H;:cEc::RccL v=E=-oG=E c:o-=F-=B"'U:;-cK"'Hc;Ec,P.c;;.Dc-C=-A;-:P:-,--'-----,---~---'-....-~ .----· :,;· - ' ' -LIJ 5 LIJ 5 Cl) 5 -----LIJ = -Z:5 --= ...J = -::c 5 c.., 5 ~:c i ~§ -------------------- OUALSPACES ------- • - l ,-- ----ss --SD -- ---T--i T----T-- ; I -------------------------·-------------------------------·-------------------------------·--- I • f '---l'u 17'•,4" ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 .• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / / I / 1 I f I' I l -/ I •, .J I -v ~c"--'.-'-+~~.u..,"-"-~~~~~:'+-"-"--~~~~~-:'-:'-~"-"-~~~-:':'~~~~':-'-:~-:----:.'--' '--' ;_! ;_i_ ;_j !__111 ~. _l_l_ll ~--i--- -+---- --j---- '. . I SD T------T------T-- EXISTING MARINA BASIN G---- 7'8" ! IJ I" I " I __ , I I I i I I IHHt----1-------" I • I I iL L·1 -"~, - - 111 --~.-,---- 11 " II ',._ !II II II 'Ii II ' , I I. , I " l ' I -i,! I I I " I ' 1.-----, I ---f -- X I I - . \ 7 □ '1 I C I (D 10 20 40 Rabben/Her:rnan (OJ ce~icgi ni (Q)lu0 iccce Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com i I '\ I _jt_ ' \/ \ Q) CL i \ ..c u 0 Q) al t 0 0 Q. : I [: ' • I \J REVISIONS ttJ \ ' ( \ I ( ~ Q) z -0 c ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: HARDSCAPE STAKING PLAN-AREA 1 SHEET: Ll.11 --------------------------------------------------------------- (fJ U!J c.D g: ' . I I_ ;$': 00 \ •v 0 \ 19'19 11 I R= -"' 2 EQUALS 0 _CES--+1 R= I l 6 1-911 MIN. 10 EQUAL SPACES 2 EQUAL SPACES 0 \ I I I I I \ 3 EQUAL SPACES g1_2u ' 0 _, (0 I '"'- 3 EQUAL SPACES R =i 5' -0" 8 EQUAL SPACES = ~· -0" G-- ,_ _____ _ ' "' ' 0 12'-0" R = 3 -" B'SS \ \ y 3 EQUAL SPACES---it--i 10 EQUAL SPACES ~: J.----¾-'\'\---.~.~--~--_-_-_-_: 1 -_~---<------· ,-/ I -"' "' 38'-1 II / •;--"-'---6'-0" R = 3' -0" R = 3' -0" 8 EQUAL SPACES //--", L 13'-6" l ' 'i 1 ltll 1 -..-,,-,-' -,-......... B11 SS 8 ss c-- 16 '\,; 5 EQUAL SPACES ' 13 EQUAL SPACES 0 ' B ' 100'-8" ' 0 \ -"' 16 EQUAL SPACES \/ --1 w / EQUAL \ \ 0 \ ,_ S'SS Ci---- 6 EQUAL SPACES 9'-4"1YP. I I ,LL __ 14 EQUAL SPACES 8 EQUAL SPACES ', \ 9--' 8" S "' ------: I : I I I -~4-•.:-o:•- 1 j' ----- -~J Zi-JZ I I I : 'S2-+=I '· '1 \ ---------------------------------------------\ cl 1841-9 11 84'-0" 81 '-0 11 195'-6" SD -----SD -----SD ------SD ------SD ------s= \II (¥; - -:';fJ ~D -- ----SD ------SD --I -I --ss SD -- --T-- +--- SD ----SD T------T------T-- WEST BALBqlA BOULEVARD ----SD ----SD --T-----T--I " I I I __ ,, ------» ----s, ------,,,, ---sD1 SD --SD -----SD ------SD ------ ------; s -- - ! I 2 ' -8 " lj'tll!c - --------------------------------------------------------------------- LJ.J :I: en LJ.J LJ.J en -LJ.J z -...J :I: u ~ --SD - T- / (D 0 10 20 40 I I SCALE 1 "= 20'-0" Rabben/Herrnan (QJ ce~ I g Yll (0) llf I ccce Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com \ Q) CL i \ ..c u 0 Q) al t 0 0 Q. • ' [: ' . ' \J REVISIONS ( \ ' ( ~ Q) z ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: HARDSCAPE STAKING PLAN-AREA2 SHEET: Ll.12 tu LU c::: ,_ en ~ O') ,r--1 2 EQUAL SPACES 2 EQUAL SPACES • 0 • -"" ' I ----- -- ' ' I I ' -' I I ,, +.---- I I ~ ,,. ___ _ I I I ' ' ' ' ' ! 3' -0" • <D • -"' I I I I I I I I I I I I I I I I I I 1-w w 0::: 1- (f) :c 1- 0) ..-- I - I - I - I ' I I I • I I d, ___ t I -, -1 \ I ' I I I I I I " I I I -} I !1 Rabben/Her:rnan (OJ ce~icgi ni (Q)lu0 iccce Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com i I \ I _jt_ ' \/ \ Q) CL i \ 0 I [: ' • I \J REVISIONS ttJ \ ( \ I ( ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. 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L",;IG:;;.N:_ ""=-"'.---~---~- _J__ __ ~ Rabben/Her:rnan (OJce~icgi ni (Q)lu=iccce Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com \ Q) CL i \ 0 ' [: ' . ' \J REVISIONS ( \ ' ( ..c u 0 Q) al t 0 Q. ~ Q) z -0 c ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION OOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 f1L Delta8 8/14/15 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: HARDSCAPE STAKING ENLARGMENT-BALBOA CENTER BUILDING SHEET: Ll.14 ' ' I I I I I I I I I I ' R =10' -0" \ ' ' I i I I ' ' ' I I I ' ' I I I ' / ' ' ' ' \ \ I \ ' ' I /._ I R = 2'-0"\ I / 0 ' 0 ' -"' .... • N ' -00 I I 2 EQUAL SPA6ES --"-..._\ ' ' ' ' I 2 EQUAL SPACES-" ,f.> I ~ ! ,j'_ I b ,, I I I \ R=2'-0" I-;.,-..._'\ -~II\ .: ) °";!:C: / ~- '· / ' I I ' ' ' ' ! -! - ! -! ' /R = 2' -0" ' ' ' ~ ' 0 • // -· --2_Q_' LINEAR FEET ALONG FACE OF WALL R=2'-0" ' ' 8'-11" ' ' ' ' ' I I 0 ' ' ' • ' \ 2 EQU.,AL SPACES ',/ // ' ' I ' ' ' ' 9'-7" • "' "" \ ' I I I I I -1-9-1.-(}!!--- ! ' I ' \ \ I ) / PLAY AREA AND LIGHTHOUSE RESTROOM HARDSCAPE ENLARGEMENT / //// / ! ' ' I l /,,' ,_✓ I \ / -,....._ / ' // ,__,. ' /,/-'--,,, __ ,/, / ' I I I I ' I· . I R = 2' -0"1 R=2'-0" R = 3' -0" R =2' -0" ' I I I I I I ,/ I 3 EQUAL SPAC S ' ' ' ' ' ' ! / ! I I e,_o,, \ \ \ ' I ! / . ' I I I I \ Rabben/Her:man CCJ~§!cQlT1l (0)1u!CC~ Landscape Archite~ Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com I I I \ I ::J,t. !ii.) I ' Q) a_ • REVISIONS i \ I CD I C: ' I Si.f \ ~ \ ' ( \ I I I ..c u C (I) al t 0 Q. ~ (I) z -0 >-+-·-u 100% DESIGN DEVELOPMENT • DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/ 12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: DRAWN BY: DATE: CITY PROJECT NO. TITLE: 2009.14 R/Hdo 12/5/15 C-3897 HARDSCAPE STAKING ENLARGEMENT PLAY AREA & LIGHTHOUSE SHEET: Ll.15 \ \ ◊ \ ' ' \ \ P.A. ~ \ ' ' \ \ \ P.A. \ ' ' I I \ \ I -1® \ \ I I I ' ' BEACH SAND P.A. \ \ \ P.A. VI • • \ I / P.A. \ \ / I / 0 P.A. 0 \ \ -1-· --'"' \ C- l--- \ \. P.A. 1 0 I J -,I WI --t - I 1--- 1 P.A I I -7 I l----- 1 P.A. I I --+-- 1 I <-- __ J_ _ I .1 I I I I .1 -----~1--------------- ~-21 BEACH SAND I -+--------------------CJ TYP -----. U.O.N. ----i -f-©--, i ----+---- I I I I I ~ -------.-------l------ ~- -,, W, I I -, -- / I -,-- / ' • / / - -, / 41,' ! / • ~8 II 'I ' ) I. I P.A. I 17 VAN I I 1. I T----------~----- :~ 1 --·------==1==-------=+=-----==t C BEACH SAND 1 1 I / \ <' \v '\ P.A. --~,/ I I ----------L ----- ---------- ----- C 1 EJ I I I ----- 1 ---------------, --------------- ----- EJ I I I ----------------_I_ ---------- ---------- 1 I ,I : ~ / C ~ . , I -------------------------1------------------------- / , _____ L ___ _ !--"-Q------ 0 A f--,IIUII'- 21 I I I I I I I I C P.A 16 -,, WI I I I I I I I. I I -----1-----~--++- ,-!: ' I / .1 I I I I I I \ .A t---f'\ " ) I : ,> / I I I C G ----------1------------------------- ---------- --------------- __ I---------------- -------------------- ---------- I I I P.A. I ---------------------_L I EJ CJ TYP. U.O.N. i~-----/tJ----------:----------------------1-------------------------- ~ :--' I : ii -----:---------- --------------------:---------- ---------------:------------------------- 11 I I I ·~ I -------:--I \%1 I I I 1/, -\------ ---------------_I_ 1------1 I I I I -----I_ ----- -------------------- 1 ____ I-------------------- 1/, 1/, 1------1 EJ 1---1 r I I 1 I I ____ I-------------------- 1 -----,-------------------- 1 I I -----T I I I I I v--~--------------------r--------------------1--------------------- EJ I I I -~-+-e-- -----~-------------------------~ ---------------~-------------------- 1 I I -~~===~;11;:":":::/i~t-----:---:-----1-----I ~--------------------~-------------------- ------------EJ -----,--------------------t---------------------0 I ---------I I I I I ----------------------------------------------------------------------1---------------------I I ,----, I __ 1 / I : __ ] I I "':"'½ r--~---L I ~-i,-,---:iei •-•L---------------\1 --------------------,--------------------, LI L _____ , fa .------i \ " \,_ -,J·-,\ '2------------------1-------EJ----------1=1 --------------------i -------------------- 1 ,-/\ \"",_ I f ~\\\ / \\_/ ----w--~ ___ : ______ i --------------------~-------------------- {_) blJil ,✓> I ,~ 0 . 0 ~-: : : /J,c---, =-~\J_•-:. ,,-----------~-----------1r -----·. -j -----------,-----;-½,-= -----------------t-I --------------- -----! _ ----- ---------- • • CJI Is'! --~0'°----~~:---:~~----~~ , : :,1 • ~ EJ i->il & 0 r? ~ 1 r\ 'I O 10 L 1, --'--1---~----r-r-------t---1-1-i -, WI I 1~8 I I I _ I I I I I ~ I I I I I I I \j(, \ /"' l_,/ /_.. I ~ I ~----, -----; ____ l_ ___ _ P.A. -,I w I I I I I I I I _ 16 I I I I I 17 V '-'ca=\-----+c-j---+---------HI , EJ I I I I ==m I , I I I I I I P.A. EJ 8 I I I I I I 1 I I I ,--.----------------, I . . I , -------------------------I ----------. I • I • . I • ---I----------------I ,.-----------------.-I ---------------1------- I I ' • ·, I· I I :~ 21 [a] I' ' ,-~---r-----1~: FOR PAVING FINISH SCHEDULE, CONSTRUCTION CALLOUTS, CONSTRUCTION ITEMS BY OTHERS, PLAY/EXERCISE EQUIPMENT AND FURNITURE SCHEDULE, SEE SHEET LlOO Rabben/Her:rnan (OJ ce~icgi ni COJlu0 iccce Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com i I \ I _jt_ ' \/ \ Q) CL i \ 0 I [: ' • I \J REVISIONS ( \ I ( ..c u 0 Q) al t 0 Q. ~ Q) z ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 L'.1Addendum3 4/3/14 & Delta5 12/13/14 £ Delta8 8/14/15 M, Delta9 10/02/15 Final Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: HARDSCAPE ENLARGMENT PLAN SHEET: Ll.21 ~ <( ~~ Q' ~ X C: I I I I EJ EJ ,, w I EXISTING BEACH ,J P.A. - - 1: P.A. I "I w I m-T, --,,----1--EJ I I I • □ ,u n a 1 1-----ijJ I EJ t----,---+----! ____ j__ CJ _TY~ I ,I .,l-,.-;;-,C ,I -tc" I U.0.N: --- wI ,~ wI .~/ I , 1 1 2 P.A. 7 7 P.A. EXISTING BEACH I r---r--r-- K ,,1 I EJ P.A. -EJ --i-' ----'ccr=J::::::4' ® I, I --:, @ P.A P.A. I II ~I W/ l, I -E,L_ _r--1 -:--:--~-'---~;--J--t-/ ---=:r=~=-D__Jii -----'---;i---,~====r====;::::::== P.A. I ~I --:, I O I W,' D rr:---~ ~-L::_~-1 I : D I ·= / '-__ : --:__ J__ __ __J_ w,ei;t Bay Avenu~e=~r==1====f1 ==~== I I I I I I I I I I I I I I / I I --- 17 I I --- I ' f51 I I l / -- '-----------19TH ST RESTROOM HARDSCAPE ENLARGEMENT PAVING FINISH SCHEDULE PAVING TYPE DESCRIPTION [PRIMARY LOCATION(S)] PLAY/ EXERCISE EQUIPMENT SCHEDULE ® © © ® 0 CONCRETE PAVING [AT PARKING STALL, CROSSWALKS AND DRIVEWAY] CONCRETE PAVERS [AT SAILING CENTER AND OVERLOOK] CONCRETE SIDEWALKS [INTERNAL SITE AREA] CONCRETE SIDEWALKS [ALONG STREET EDGE] COATED CONCRETE [AT BASKETBALL COURTS] PLAYGROUND PROTECTIVE SURFACING [AT PLAY AREA] GRASSPAVESTRUCTURALTURF [AT VACTOR ACCESS] FLAGSTONE [AT LIGHTHOUSE RESTROOM AREA] CONCRETE PAVING [AT PARKING LOT AISLES] DECOMPOSED GRANITE [AT FITNESS EQUIPMENl] CONCRETE WITH EXPOSED SPECIALTY AGGREGATE [AT COMPASS ROSE] FOR PAVING SECTIONS AND REINFORCING, REFER TO GEOTECHNICAL REPORT FOR PAVING JOINTS, SEE DETAIL 5, SHEET L-1.51 [A] [ID [Q] m IT] @] [HJ [I] [I] [Ml [ill [QJ [f] [gJ [[] []] [TI [ill [y] ~ MODEL NAME & NUMBER MANUFACTURER QUANTllY Evos Play 63626-1-1 Landscape Structures 1 Weevos Play 3299 Landscape Structures 1 Navigator ELE40007 Kompan 1 Explorer ELE40008 Kompan 1 Spinner Bowl ELE400024 Kompan 2 Junior Spica ELE400158 Kompan 2 R5 S-Shaped Tube Slide -120" High Playcraft 1 Custom 'Pier' Landscape Structures 1 5120-02-R Directional Post Columbia Cascade Company 4 5101-02-R Heel-Flex Columbia Cascade Company 1 5114-02-R Push-Off Columbia Cascade Company 1 5103-02-R Toe-Touch Columbia Cascade Company 1 2273 Health Beat Squat Press Landscape Structures 2 5106-02-R Hop-Over Columbia Cascade Company 1 5115-02-R Leg-Over Columbia Cascade Company 1 2276 Health Beat Chest/Back Prs Landscape Structures 2 5100-02-C-R Timberform Group C Columbia Cascade Company 1 5102-02-R Toe-Reach Columbia Cascade Company 1 5117-02-R Hip-Flex Columbia Cascade Company 1 5119 Introductory Sign Columbia Cascade Company 1 Each Fitness Route station includes Signage See Sheet L-1.54 for Fitness Route Installation Information I ! ' I I I I I I I I I I I I 3 BEACH SAND In I-----@-' P.A. I I I I \ \ ' I 2 I P.A. I ~ CONSTRUCTION CALLOUTS [J \ ' ' (D Beach Edge at Balboa Center, See Detail 16, Sheet L-1.56 0 Trash Enclosure, See Detail 8, Sheet L-1.53 G) Turndown Slab at Beach Edge, See Detail 3, Sheet L-1.51 0 Boulders at Base of Lightouse, See Detail 8, Sheet Ll.55 2 P.A. ® 4" High Guide Curb on Turndown Edge, See Detail 14, L-1.51 ® Flagpole at Beach Edge, See Detail 16, Sheet L-1.51 (D Shower at Beach Edge, Fixture FBS, See Detail 4, Sheet L-1.51 ® Removable Bollard, See Detail 13, Sheet L-1.51 ® Boulders in Planting Areas, See Detail 7, SheetL-1.51 @ Concrete Mowcurb, See Detail 2, Sheet L-1.51 @ Entry Monument, See Detail 16, Sheet L-1.52 @ Shade Structure at Play Area, See Detail 16, Sheet L-1.51 @ Sport Court, See Detail 6, Sheet L-1.53 @ Portage Vessel Access Point, See Detail 9, Sheet L-1.51 @ Wall Edge atSCE Parcel, See Detail 14, Sheet L-1.56 @ Handicap Parking Sign, See Detail 15, Sheet L-1.53 @ Handicap Stall, See Detail 15, Sheet L-1.53 @ Curb by Civil Engineer, Color to Match adjacent Paving @ Parking Sign, See Detail 8, Sheet L-1.51 @ Compass Rose Paving Medallion, See Detail 14, Sheet L-1.53 @ Steps to shower at 19th Street, See Detail 6, Sheet L-1.56 @ Expansion joint, See Detail 5, Sheet L-1.51 @ Drinking Fountain/Bottle Filler/Pet Fountain, Fixture FDF-1 @ Parking Sign, See Sheet L-0.06 @ Edge restraint at Pavers, See Spec. Section 32 1413 @ Walkway at Bulkhead, See Detail 5, Sheet L-1.53 @ 12" x 24" Concrete Pad for City Installed Pay Station (28) Wi-Fi Antenna Post (3 Locations) See Detail 1, Sheet Ll.53 @ ® © @ ® ® @ ® CD ® CD ® ® ® ® ® ® CD @ ® @ ® (J) CONSTRUCTION ITEMS DESIGNED BY OTHERS Building Domway and Threshold by Architect Building Stair by Architect HC Curb Ramp & Detectable Warning by Civil Engineer Zero Height Curb & Detectable Warning by Civil Engineer Building Element by Architect Existing Seawall and Cap -Protect in Place Trench Drain By Civil Engineer Grooving by Civil Engineer Existing Curb/Sidewalk to Remain Curb/Gutter by Civil Engineer Asphalt Paving by Civil Engineer Utility Equipment by Civil Engineer Infiltration Basin Location by Civil Engineer Utility Transformer Location Existing Rail at Top of Seawall-Protect in Place Parkway Culvert by Civil Engineer Gate Location for Future Gangway Parking Pay Station Installed by City Beach Wall -See Bl.01 & Bl.02 Light Fixture -See Sheet El.2 & Detail 16, Ll.53 Monument Signage Location See Site Electrical Future WiFi Enclosure Location -Installed By City Power Bollard Location P.A. IQ P.A. P.A. ' ' ' ' ! ' ' I I I I I I ' ' Provide 4" Dia. x 48" De p Sump at Drain Location FURNITURE SCHEDULE MODEL NAME & NUMBER MANUFACTURER [I] Camber Bench-SBCAM-72BW Forms and Surfaces rn rn rn [§] @] Camber Bench-SBCAM-72BW Forms and Surfaces Picnic Table -QLBT96PT Bike Racks -SKTRO Quickcrete Forms and Surfaces Dispatch Trash Rcpt.SLDIS-136 Forms and Surfaces Dispatch Trash Rcpt.SLDIS-136 Forms and Surfaces (Split stream) [I] Walden Flat Bench - WDF2-4-RPG-P Thomas Steele Dog Waste Station 1003A-L ProPet SIZE (lxWxH or HxD) 77"x27" x33" 77"x27" x33" 96 11 X 72 11 x3Q" 12 11 x3 11 x33 11 26" x22" x43" 26 11 x22" x43" 47"x22" X 18" 12"x12" x96" w w Stainless Steel Grill Pilot Rock NSS-20 B6S 15" x20" x36" Provide 1211 Diameter, 36 11 Deep Concrete footing for each Grill Unit FOR INSTALLATION INFORMATION, SEE SHEET L-1.54 COLOR Aluminum Wood Slats Aluminum Wood Slats Natural Aluminum Aluminum Aluminum Silver Grey Seat Green Stainless Steel P.A. ' I ' I I I I ' ' I I -----------------------------------------------------------------------------------------------------------------------------------------.. Rabben/Her:man CCJ~§!cQlT1l (0)1u!CC~ Landscape Archite~ Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com I I I \ I ::J,t. !ii.) I ' Q) a_ i \ I CD I C: ' • I Si.f \ ~ \ ' ( I \ I I I REVISIONS ..c u C (I) al • t 0 Q. ~ (I) z " -0 >-+-·-u DATE 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/ 12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 l5',Delta5 12/13/14 /ADelta7 6/2/15 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: DRAWN BY: DATE: CITY PROJECT NO. TITLE: 2009.14 R/Hdo 12/5/15 C-3897 HARDSCAPE ENLARGEMENT PLAN SHEET: Ll.22 Pierhead Line LOWER NEWPORT BAY • · · . • • · • • · ·.• • · · · · · · • . • • • • · · • · . U.S. Bulkhead Line ------------------------.----------------~---------·----------------. ------I I I .~·. . . I \ \ '":-· • __ , _, ---• -------, _____ , ·_.,. _____ _. .--. , • _____ ..__ • -----• --'---------•. --.. --------------------.-_ ·------1=-~-~-CC-~- I I ---t-----i1H1r, I I I 0 ' I I I I I I I I I \ / -,,_+---- \ ' " ,, I --~ 16"\,j BOULDER SCHEDULE 8' S S -16'' 1:/ I ' ' I ' ' ' I ' 8' S S I I I / / 16 " ' • ':/ ((]) / 8' S S _,,- "-.-/~-- J I C: --~ 16 '' \./ I>~- +()+ I I {;;) I I I I I I I I DESCRIPTION MATERIAL & COLOR TOTAL MAXIMUM DIMENSIONS MINIMUM DIMENSIONS COMMENTS QUANTllY (APPROXIMATE) (APPROXIMATE) CRESTA BOULDERS AVAILABLE AT: 42 per plan 60" x48" x30"H 30" x24" x30"H REFER TO DETAIL 7, SHEET L1.51 TALL BOULDER SOUTHWEST BOULDER AND STONE BOULDERS SHOULD BE SMOOTH 1(800)792-7625 WITH ONE LARGE SIDE FLATTER CRESTA BOULDERS AVAILABLE AT: 42 per plan 60" x36" x24"H 24" x24" x 12"H REFER TO DETAIL 7, SHEET L1.51 LOW BOULDER SOUTHWEST BOULDER AND STONE BOULDERS SHOULD BE SMOOTH 1(800)792-7625 WITH ONE LARGE SIDE FLATTER CRESTA BOULDERS AVAILABLE AT: 8 per plan 60" x30" X 15"H 24" x24" X 10"H REFER TO DETAIL 7, SHEET L1.51 FLUSH BOULDER SOUTHWEST BOULDER AND STONE BOULDERS SHOULD BE SMOOTH 1(800)792-7625 WITH ONE LARGE SIDE FLATTER AREAA AREAB AREAC AREAD DISTRIBUTION OF BOULDERS DISTRIBUTION OF BOULDERS DISTRIBUTION OF BOULDERS DISTRIBUTION OF BOULDERS LARGEST TALL LOW FLUSH DIMENSION LARGEST TALL LOW FLUSH DIMENSION LARGEST TALL LOW FLUSH DIMENSION LARGEST TALL LOW DIMENSION 60 11 + 2 2 0 60 11 + 3 2 1 60 11 + 3 2 1 60 11 + 1 1 48 11 + 2 1 0 48 11 + 7 8 1 48 11 + 3 3 1 48 11 + 1 0 36 11 + 2 2 0 36 11 + 3 3 0 36 11 + 3 3 1 36 11 + 0 1 24"+ 0 3 0 24"+ 8 6 2 24"+ 3 4 0 24"+ 1 1 ' \ \ FLUSH 0 1 0 0 \ \ \ ) I I ' ' \ \ -<, 0 0 I 0 G 16 11 \-/---- I ---1 () / KEY PLAN ,,/ I ;;;;;;;,··,:__ -!-- lfi .0 111 11 1111 I~ \I~\ Wi j' ' 1111 <;:· 0 I, 11 ~ G 16/"o,f------ F. ,~ I I I I I I I J "1 I ~ (8, I I I II --- ' ' ll"SS 1/,---.,, .!SJ.~, ',_; I -1- -, ,-, I' @ • _I j ;// ' [ . ' c'i II [ (D 0 10 20 40 SCALE 1 "= 20'-0" Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com ' I I I \ I _jt_ I !ii.I \ Q) ' a_ • REVISIONS i \ I CD I [: I I \J \ CD \ ( \ I ( ..c u 0 Q) al t 0 Q. ~ Q) z -0 >-+-·-u 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS • DATE 8/2/12 11/20/12 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO,: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO, C-3897 TITLE: BOULDER DISTRIBUTION PLAN SHEET: Ll.31 MAIN PARKING LOT STRIPING PLAN CURB STRIPING LEGEND: WEST BALBOA BOULEVARD PAINTED RED CURB PER CITY OF NEWPORT BEACH FIRE DEPARTMENT GUIDELINES C.02 PAINTED YELLOW LOADING ZONE 1-:-- 1..L.1 L.tlJ m-i+ Cfi) I JC I+ 00 ....+- I I _J / / STOP BAR AND LETTERS PER THE / UMTCD MANUAL-SEE SHEET L-1.33 I I --"--r I -;------- ' (D 0 10 20 40 SCALE 1 "= 20'-0" Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com i I \ I _jt_ I \/ \ Q) CL i \ ...c u 0 Q) al t 0 0 Q. : I [: ' • I \J REVISIONS ttJ \ ' ( \ I ( ~ Q) z -0 c ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: PARKING LOT STRIPING PLAN Ll.32 ,c <( ~~ Q' ~ xC: -l -1 L '\_ -F :Z' ~-J.9'-0' / ·,/ 9'-0"1 l I ' 1. I I -~I . I ) I. ,. , ,. 'I ·1 ·1 • ·1 ., 1 BAY AVENUE STRIPING PLAN (i) 4" WIDE PAINTED WHITE STRIPES 0 6" CURB -SEE CIVIL DRAWINGS 0 4"THICKCONCRETESIDEWALK 0 STOP BAR OR CROSSWALK ® 20' MINIMUM DIMENSION z :;; 9' 90 ° STALL STRIPING OSTREET PARKING STRIPING DETAILS LLJ > 0 cc ~ z LI z I- ...., CD ~ ...., en .c:: ...., 00 .... ' ~l I ~ WEST BALBOA STRIPING PLAN I, I I I I I I I I I ~' I I I ' ' ' ,., ' + l t + l t + l i: ., ., ., ., •1 'I 8 Double Spaces See Detail This Sheet I L " 9' I WEST BALBOA STRIPING PLAN I I I. ,. ·1 ": I I ' + I I I I I I I I I ,. ,. ~ I. 'I ·: ,. ·1 ., ·1 ·1 • I/. I • ' /II I , I ' ' I ' / --.._ ' ' /' I ) ,I I I : I I I I I. I 0 I. ' l l 1. 1. I. I I : 4e Equi! Spa9:s -9' Min • Y.ERIFY/Endpoint I I I I I -: l I ' ~ • ,. ·1; I I I. -·1 ·1 1 • ·1 ·1 ·1 I I. ' 7 ·1 1 1 • 'I ·1 1 • ,, , . a,' " ·1 " ·1 1il I ., 1 , ·1 I ~ ~., '¾ . / ' ' _, "' I ~~ . ' "'' "' ~-,, I ii·~:----, I ' ' ' ! ' STRIPING NOTES 1. The contractor is responsible for installation of all striping. 2. All signing, striping and pavement markings shall conform to the California Manual on Uniform Traffic Control Devices (FHWA's MUTCD 2003 Revision 1, as amended for use in California), the Caltrans Standard Specifications (latest version), these plans and the Special Provisions. All signing and striping is subject to the approval of the City Engineer or his representative, prior to installation. 3. Any deviation from these signing and striping plans shall be approved by the City Engineer or his representative prior to any change in the field 4. All striping shall be reflective per Caltrans specifications. 5. Striping shall be repainted two weeks after initial painting. 6. Prior to final acceptance, all street striping and markings within a 500' perimeter of the construction project will be restored to a "like new" condition, in a manner meeting the approval of the City Inspector. 7. Exact location of striping and stop limit lines shall be approved by the City Engineer or his representative prior to installation. 8. Contractor shall remove all conflicting painted lines, markings and pavement legends by grinding. 9. Debris shall be promptly removed by the contractor. 10. Limit lines and crosswalks shall be field located. 11. Crosswalks shall have 10' inside dimension unless otherwise specified. 12. All crosswalks, limit lines, stop bars, pavement arrows and pavement legends shall be 12" wide white thermoplastic unless otherwise specified. 13. Fire hydrant pavement markers shall conform to the California MUTCD. 00 9 ''=l---------.lc~l~->.-------'C-9 ~l c;--,l~;f--~ _1 • ----::-;:-;-------jf---l --~------.ll'-----------,IJ "" 41 ~ 20' " 20 1 ,\ ., 3 Double Spaces, 1 Single Space See Detail This Sheet I I I II X " " !! !! 71 !/ /, I < II I ~:~ J'V/ (L '' =· --1 ·---.... -,I I 'I 11 PARALLEL STRIPING + 40' (OCTA STD) /_J ,, -'~--' - ' I ' I ® 4 VARIES DTC-STREET PARKING r-------7 -----------------'='--J-~-c.=-:__J '-----Begin at BCR I I I I I ' ' ' -- I I ii ii II II F + --+ -CD ~ ...., en .c:: ...., r-.... l ) C 1 Ii .r,, - -A A + - ,: :: ii ii lt " " ' I I I - I ~ I i -t . C i I ' ' ' 1-)•; J b')A--•- <)-+ ,,_ 7F a,' 1.ll ~ -s _, Q) ~;s "'~'.!!?, , ,, '7' j:= I I ·~ . _, _, -1 ---' ' ' ., ' ' ' ' -' 0. "' "'I Cl "' Q) ' Q) -gl"' o, d}-~I ' I ' I ' I cc Be -0 N " u "' C. "' -Q) "' -"' .. .c -= "' (F) -~ -.c -t- 11.) = u "' "' -Q. "' <n Cl " ~ "' .c "' :, 0 Cl - T c + □ ' I at CR •• ·1 0 18th STREET STRIPING PLAN II I I I I + I I I I I ] ,, ~ 8 Double Spaces See Detail This Sheet I I + - I i -~ ~ ~ ~ s ~ ~ s Ii! ~ ~ -~ ~ s s s i ~ - ,, /2 l= 0 ...J 0 -~ ~ z j::= z 0 u LLJ LLJ en .... LLJ z ...J :I: u !=i: 2: -~ t 11 ' ., 30' 1,1 Begin at ~CR ~ ,------------:;j,:===:::;l,+======:::;j,:::;!,========#~======+~======~~======~~======:J.::::===iJ.,!! ' 'r 4 -f, r I I, I, , I, ~ ~ . • • ., ., . ~ , . • • 1u Cl}' ._ ...., 11 'ii I ~I, ii ' -I I CD Striping at Crosswall: 1,'1 'I ' CD 11 I~ ri1' \, ' en .c:: © .... 6 Double Spaces, 1 Single Space See Detail This Sheet 24' (Eq ial)'; '\ Begin at CR-+-~ en .c:: ....,. LO, ...,, ' ' (D 0 10 20 40 SCALE 1 "= 20'-0" -----------------------------------------------------------------------------------------------------------------------------------------.. Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com ' I I I \ I _jt_ I !ii.I \ Q) ' a_ • REVISIONS i \ I CD I [: ' I \J \ CD \ ( \ I ( ..c u 0 Q) • al • t 0 •• Q. • • ~ • Q) z " -0 >-+-·-u DATE 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: ON STREET PARKING STRIPING PLAN Ll.33 LEGEND: 36" TALL 6.625" DIAMETER STAINLESS STEEL BOLLARD ROUNDED CAP FINISH SURFACE HOT DIPPED GALVANIZED GROUND SLEEVE BY MANUFACTURER CONCEALED LOCKING MECHANISM 2 COMPACTED SUBGRADE lr--- 3" PVC PIPE TO BOTTOM OF FOOTING LINEAR CONCRETE FOOTING/BAND -SEE SHEET Ll.21 ISOLATION JOINT -SEE DETAIL 5 THIS SHEET FOOTING TO BE SQUARE AND WIDTH OF PAVING BAND, SEE HARDSCAPE PLAN SHEET Ll.21 FOR DIMENSIONS 5 "' M 9 1 2 ◊- LEGEND· <;,~ ;;;., . ~ . ~ 2 7 .. . . • E - -.. . • CONSTRUCTION JOINTW/ SAWCUT OCCURS IN CONCRETE ONLY -(20' o.c. MAX.) 1 8 .. . . G:)NEWBULKHEADWALL,SEESHEETB1.01 q;I!'.. G) NEW CONCRETE CURB AND SIDEWALK 1/ 4" ISOLATION JOINT -CAULKED EXPANSION JOINT -SAWCUT AND CAULKED SEE PLAN FOR LOCATION NOTE: FOR FIXED BOLLARD USE MATCHING SIDE POSTS BY SAME MANUFACTURER AND CAST IN PLACE. 13 REMOVABLE BOLLARD LEGEND: CD PAVING -SEE SHEET L1.22 ~ DESIGN BUILD SHADE CANOPY FOOTING BY CANOPY MFG. @ LIGHTING AND CONDUITS BY ELECTRICAL ENG. SEE SHEET E1.2 ® COMPACTED SUBGRADE ® HIGH POINT -SEE SHEET Ll.22 FOR LOCATION (J) ISOLATION JOINT SEE DETAIL 5 • THIS SHEET '1 '-® GUIDE CURB ATTURNDOWN -EDGE-SEE DETAIL 16, SHEET L1.55 ® FINISH GRADE -VARIES . N ® ' TURNDOWN EDGE -SEE DETAIL 3, 0 -THIS SHEET • 9 "' NOTTO SCALE DTC-BOLLARD 4 @r-------41 1 I 7 FR<iNTE N 3 I I _ _II _J 5 0 SHOWER AND PAD, SEE DETAIL 4, THIS SHEET G_) PAVING ACCESS POINT PAVING TYPE C - BROOM FINISH PERPENDICULAR TO SLOPE SEE DETAIL A, SHEET B1.51 0 BEACH SAND -ELEVATION VARIED NOTE: SEE CIVIL DRAWINGS, SHEETS 15 OF 25 AND 16 OF 25 FOR DETAILED GRADING OF THIS AREA 9 SHOWER AT PORTAGE VESSEL ACCESS1" = 1·-0" DTC-PO RTAG EVESS EL _[ ISOMETRIC VIEW '14" SHADE STRUCTURE AT PLAY AREA 1/2" = 1'-0" DTC-SHADECANOPY '-,, A LEGEND: ' \ I I I ' \ I \ I ' . ' ' ' ' ' ' ' • \ \ ' ' ' . DETAIL PLAN \\--// ,,,,-''\,_) CD 40' TALL NAUTICAL FLAGPOLE WITH YARDARM PARALLEL TO BAY ® CLEAT AND HALYARDS 0 COVER PLATE OVER MOUNTING BOLTS G) FOOTING BY STRUCTURAL ENGINEER -SEE SHEET S2.11 ® ISOLATION JOINT CONTINUOUS AROUND FOOTING @ SEE SECTION A, DETAIL 14, SHEET L-1.52 (j) UPLIGHTS IN GRADE-SEE LIGHTING PLAN G) FOOTING FOR LIGHTS 0 TURNDOWN EDGEOFSLAB-SEES2.11 -------- // \ . ' ' ' I '/ \ ,,-'" 5 I I 0---J =----lHI-----~~. \) ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ ! ____r,;, I I--\V ., 5 I I I I I I OCCURS AT ALL FIXED EDGES • SAWCUT CONTRACTION JOINT OCCURS IN CONCRETE ONLY -(10' o.c. MAX.) *NOTE: THICKNESS, SUBBASE AND REINFORCING INFORMATION PER GEOTECH 'S RECOMMENDATION. ©PAVING JOINTS CD BOULDER ® FINISH GRADE/SURFACE 0 ISOLATION JOINT WHERE ABUTS PAVING © FLAT SURFACE ON UPPER FACE ® MAXIMUM ELEVATION AT HIGH POINT ® PLACE TO CONCEAL SHARP EDGES 0 COMPACTED SUBGRADE ® MINIMUM DEPTH OF BURIAL IS 1/3 TOTAL HEIGHT OF BOULDER 8 FOR QUANTITIES, DISTRIBUTION AND GENERAL LOCATION OF BOULDERS ON SITE, SEE SHEET L-1.31 FLUSH BOULDER FINAL LOCATIONS TO BE DETERMINED IN FIELD BY LANDSCAPE ARCHITECT. PLACEMENT INCLUDES ADJUSTMENT OF INDIVIDUAL BOULDERS LOCATION, ORIENTATION, AND EMBEDMENT FOR DESIRED ESTHETIC EFFECT. LOW BOULDER G)BOULDER PLACEMENT LEGEND: CD GALVANIZED STEEL PARKING SIGN ® TUBULAR STEEL POSTS, WELD CAP TO TOP G) 1/2" WELDTOCONNECTSIGNTO POST r;;, 1" HIGH LETTERING TO INFORM VISITORS ABOUT ACESSIBLE PARKING LAW \'.'.) BLACK LETTERS -WHITE BACKGROUND 4 le\ 3.5" HIGH LETTERING TO INFORM VISITORS ABOUT FIRE LANE LAW \.V WHITE LETTERS -RED BACKGROUND © ~i1~~~IR-'IE~TE~~~fj?&J~~8~~u~BLATERS THAT THEY WILL BE CITED OR TOWED (j) 1" HIGH LETTERING LISTING THE CITY CODES ENFORCED BY THIS SIGN BLACK LETTERS -WHITE BACKGROUND .,. .,. NOTICE NO PARKING IN WILLBECITEDORTOWED-,-11 H-r,-"'---{6 I ATOWNERS EXPENSE ;::,- c.~.~1";;:t'/~\"_'i~~i,-~ rl 2}-------1- SIDEA Scale: 1/2"=1'-0" 3'-2" ~ "'"°"""""J"'h;,~s"'"'" ;,,;,,~''"'"'"~'""""' ""'"'"'"''"(""'"''"'~'" I oc "" "''" iss,e, k , o l<oc s '°" a," t, "'" ITMC<TOIIEOAWA)'1csacrooui,o,c I ,..,,.,.,, .... .,.,,, .. ..,,,,,,,,,,,. t,I, hook the?cl,ceOeci. 'Sol'J, 000·368! NOTICE NO PARKING IN I AREAS MARKED AS FIRE L!\f·JE I VIOI.ATINGVEHICLES I WILLBECITED □RTOWED I I AT :,~~::,~,:~o~~-SE c.,·.c.225:0.1.c.,.c.2:1;1,J L __ SIDEB Scale: 1/2"=1 '-0" ' N -rl ~ rl 2 3 NOTTO SCALE DTC-BOULDERS 1 SIDE B SIDEA SECTION NTS A. DETAIL(LANDSIDE) ELEVATION / I I -~.-~w<( ftG\FLAGPOLE OVERALL (WATERSIDE) ;}2~,v~I!?o~ fg\PARKING SIGN 1/2"=1'-0" DTC-PARKINGSIGN LEGEND: CD CONCRETE PAVING 0 1/8" SAWCUT JOINT ® CLOSED-CELL POLYURETHANE BACKER ROD. ® DEPTH TO BE 11/2" IN 4" PAVING, 2 " IN 6" PAVING ® PREMOLDED ISOLATION JOINT FILLER. {!) POLYURETHANE CAULKING -COLOR /7\ #4 x 18" BAR WITH SPEED DOWEL SLEEVE OR EQUAL VJ @18" o.c. TO MATCH ADJACENT PAVING, SAND AFTER CAULKING. @ CURB, WALL, BUILDING OR OTHER FIXED EDGE. LEGEND: CD 6"x4" P.I.P. CONCRETE MOWCURB @ TOOL ALL EXPOSED EDGES @ MULCH AT ADJACENT SHRUB AREA OR DECOMPOSED GRANITE @ #4 REBAR EPOXY COATED CONTINUOUS @ TURF PLANTING AREA @ SURFACE OF PLANTING BED (J) TOOL JOINTS AT 4' O.C. -2" DEEP @ 1/2" AT SHRUBS, 1/4" AT DECOMPOSED GRANITE @ CURB AT FRONT OF STALL -SEE CIVIL DRAWINGS @ OPENING AT CURB SEE CIVIL DRAWINGS {U) STRIPING AT PARKING SPACE PLAN AT PARKING STALLS 5 2 CONCRETE MOWCURB = VARIES-SEE PlAN G) CONCRETE PAVING, SEE SHEET Li.DO FOR COLOR AND FINISH 0 REINFORCING PER STRUCTURAL SEE SHEET S-2.11 G) CONTRACTION JOINT PARALLEL TO TURN DOWN EDGE G) BEACH SAND ELEVATION VARIES G) COMPACTED SUBGRADE Note: Steel with less than 3" concrete cover, or that will be exposed to open air for more than 4 days after being placed in the form shall be epoxy coated. NOTTO SCALE DTSC-JOINT 4 II SKETCH PLAN Note: Steel with less than 3" concrete cover, or that will be exposed to open air for more than 4 days after being placed in the form shall be epoxy coated. NOTTO SCALE DTC-EDGECONC • .. 3 TURN DOWN SLAB AT BEACH EDGE 1"=1·-0" DTC-TURNDOWNSLAB LEGEND: CD STAINLESS STEEL SHOWER WITH TWO NOZZLES, TWO FOOT NOZZLES AND GRAB BAR ® TURN DOWN SLAB (WALK), SEE DETAIL 3, THIS SHEET 1 0 EXPANSION JOINT BETWEEN WALK AND SHOWER PAD (DOWELED) 0 4" PAVING AT SHOWER PAD, PAVING TYPE CWITH HEAWBROOM FINSH G) 1% SLOPEATSHOWER,5%MAXIMUMSLOPE 0 ROLL EDGE OF PAD DOWN FOR SMOOTH TRANSITION TO BEACH (j) 6" THICKENED EDGE-CONTINUOUS 0 BEACH SAND -ELEVATION VARIED 1- 0 COMPACTED SUBGRADE ,.----._'-.../ 1 r,;;.. THICKENED SLAB AT SHOWER PEDESTAL ~ 2" COVER ,? <f• 7 3'-6" • L --1.,~_ - - 4 SHOWER AT BEACH EDGE 1 2"=1 '-0" DTC-SHOWERAN DSTEPS _ -\_J DTC-FLAGANDRAIL \..::._) ~~L_......:, _____________________________________ ..:..._ _________________ ___:::::::::., ________________ ....J xC: Xref .. \Xref\ PS 8 SCALE.dwe: Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com ' I I I \ I _jt_ ' !ii.I \ Q) ' a_ i \ ' CD ' ..c u 0 Q) al • t 0 Q. • ~ • Q) [: z " • REVISIONS I ' \J \ CD \ ' ( \ ' ( -0 >-+-·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: CONSTRUCTION DETAILS Ll.51 ,c <( ~~ LEGEND: Q) FINISHED SURFACE/ PAVING -SEE PAVING LEGEND, SHEET Ll.00 0 8x8x16 CMU PILASTERS -SEE STRUCTURAL DRAWINGS FOR FOOTINGS AND REINFORCING. FOR FINISHES/ COLORS, SEE TYPE B CMU IN LEGEND, SHEET A3.2 ® 8x8x16 CMU LOW WALL-SEE STRUCTURAL DRAWINGS FOR FOOTINGS AND REINFORCING. FOR FINISHES/ COLORS, SEE TYPE B CMU IN LEGEND, SHEET A3.2 © TUBULAR ALLUM IN UM SUNSHADE/ TRELLIS W/ CLEAR KYNAR FINISH. SEE STRUCTURAL DRAWINGS FOR DETAILS, SHEET S2.11. FOR COLOR, SEE LEGEND SHEET A3.2 ® PILASTER LIGHT FIXTURE -SEE SITE LIGHTING PLAN, SHEET El.2 ® SUNSHADE TO PILASTER ANCHOR -SEE STRUCTURAL, SHEET S2.11 (D PIP CONCRETE FOOTING PER STRUCTURAL DETAIL , SEE SHEET S2.11 ® FOOTING AND REINFORCING PER STRUCTURAL DRAWINGS, SEE SHEET S2.11 ® PRECAST CONCRETE CAP PER ARCHITECTURAL DRAWINGS AND LEGEND, SHEET A3.2 @) COMPACTED SUBGRADE PER SOILS ENGINEERING REPORT @ PARK ENTRY SIGNAGE, SEE GRAPHICS PACKAGE 9 { __ _ I 1/ I I 1/ . I /, I • @ FINISH GRADE @) SEE HARDSCAPE PLAN, SHEET Ll.12 FOR INTEGRATION OF TRELLIS AND HARDSCAPE JOINT PATTERN. D ■ SECTION D -TRELLIS ONLY Note: Reinforcing Steel with less than 3" concrete cover, or that will be exposed to open air for more than 4 days after being placed in the form shall be epoxy coated. SCALE 111 = 1 '-0 11 8 4 E. SECTION E-TRELLIS ONLY SCALE 1 11 = 1'-011 3 2 r--------------------------------------------------------------------------------------------------------------------------------------------------------------7 -0 ' <t ' ' ' ' I I 1--l---'--...J..---------'-----'------..._--+------'--.,_--'----'-------------1 1----1 I I I I ~ f-l I I I I I 21. 311 _J_T_L _________ _! z C!l C!l ....J 2 1-811 ....J <( -~~-----Jf <( C ■ PLAN VIEW WITHOUT SUNSHADE TRELLIS 1/2 11 = 1'-0 11 , f-------@ z C!l -' <( z C!l .....I <( 2, O" ~ -, 2, O" , -, , --. l~~l;;;;;;;;;;;;;;;;;;;;J;t;/;;;;¢:11===1===·===========1==============::;..;I ;;;;;;;;;\~\~~~ : ~==+===========;:==l==:::;=============: _::{it[? :('s:.;: ~: ==: I ~===t==========l====l==:+==============:I =====1=====1 ~I==: ~ :~==1 :;'. i;tffl::lj'.::i::::?: : : : I {._L==:::+S····,,~--' .. •4.····.;h· ;2· .·+J.===l==========t====1==t============-==t==t-=====.J • 1~ ';. ~ '. _. ••• , '.' ,.,:· .· .' ---G -F E D B PLAN VIEW WITH SUNSHADE TRELLIS ■ . , , 1/2 11 = 1'-0 11 ~ © 9 ., 2 1-8 11 , I\ . \ ' I I I VA R ~A DA R K CITY OF NEWPORT BEACH 2'-O" ., 21_ 011 I I ,, ., ,, , ' 'I I: ' _I I ' ' I ' i I ' ' ' ' ' ' ' . ~ I @1 I ,. i.--I I I Iv-_. c I I I I I v I @--/ I I G)--------~ I I I • ~~ 0 ' I I co I I -'·' ..... , .. ._. .. ,;. ,, . ·• .. ~ ,, .. ,· .. ,, . ·:,. -· ·,· ·' ..... •, ., . . -, -;•· • ,•·., ·--,-.< .• ,,,--.,. ·'· , .. , . ,,. ' ,.,.," ,. ' , ... ; .... ·· • . ., .--·. ' . ,. --:-, .. I ,. I I I I I I ' I I I I I I I I I I ~ I I I I I I I I I I I I I I I :;a = I I I I I I I I I I I I I I I 0 1 ... I I I I I I I I I I I I I I I . . ~ LEFT PILASTER I RIGHT PILASTER FRONT ELEVATION A. __________ _ ,, 1/ 2 II = 1 I -0 II 16 ENTRY MONUMENT AT 17th STREET ENTRY <t . ,. a "' ' -0 - . F. I 4" 4 1- " 1 I., 18 11 I., r ,, SECTION/ ELEVATION F-THROUGH LOW WALLAND SUNSHADE SCALE 1/2" ~ 1'-0" FINISH SURFACE r 24'-0" 4'-O" 2 ·<! _<.'.I ' I • d • <> .!' • • t -M ..• • . '?<:I A ••.• . . 61-011 G SECTION G -THROUGH LEFT PILASTER 1/2 11 =1'-0 11 ., 2' 8" . • (9)---, ' I I 0----\ I \ 1.~" TYP.t., 'I I I I 11 = M • ' I \ 0 -I I I I I I I I I . ,, ., ' " c.: ~ t-- ' -"' ' • I~ 4 a co a 0 ' co DTC-ENTRYMONUMENT Q' ~ x~L..---------------------------------------------------------------------------------------------------------------------------- Rabben/Her:rnan (OJ ce~icgi ni (Q)lu0 iccce Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com i I \ I _jt_ ' \/ \ Q) CL i \ 0 ' [: ' . ' \J REVISIONS ttJ \ ' ( \ ' ( ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: CONSTRUCTION DETAILS Ll.52 ,c <( ~~ Q' ~ xC: CD ® ® @ ® ® (J) ® ® @ LEGEND: PAVING TYPE C, SEE PAVING SCHEDULE SHEET L1.00 CONTRACTION JOINT, SEE DETAIL 5, SHEET L1.51 ALIGN COMPASS ROSE WITH TRUE NORTH TRIANGULAR BRONZE INSET-1/4" THICK W/ ANCHOR (4 QTY.) SEE DETAIL 10, THIS SHEET SANDBLAST INCISED LffiERS-20" TALL-TEXT TO READ 'CITY OF NEWPORT BEACH -201#' (# = YEAR OF DEDICATION) PAVING TYPE L-1, SEE PAVING SCHEDULE AND CHART BELOW PAVING TYPE L-2, SEE PAVING SCHEDULE AND CHART BELOW PAVING TYPE L-3, SEE PAVING SCHEDULE AND CHART BELOW PAVING TYPE L-4, SEE PAVING SCHEDULE AND CHART BELOW PAVING TYPE L-5, SEE PAVING SCHEDULE AND CHART BELOW PAVING TYPE INTEGRAL COLOR AGGREGATE L-1 L-2 L-3 L-4 L-5 SCOFIELD CANOPUS HSR 1382 SCOFIELD SAND DOLLAR HSR 4519 SCOFIELD GEODE HSR 2002 SCOFIELD TIDELINE HSR 5455 SCOFIELD TIDELINE HSR 5455 ORANGE GLASS-100% SIZE2 WHITE OPAQUE GLASS-100% SIZE 2 BLUE GLASS-100% SIZE2 DARK GREEN GLASS-100% SIZE 2 AMBER GLASS-100% SIZE2 FINISH PATENTED AGGREGATE EXPOSURE (AKA LITHOCRETE, INTECRETE) WITH LIGHT ACID WASH TEXTURE " " " " 14 COMPASS ROSE PAVING MEDALLION NOTTOSCALE DTC-MEDALLION LEGEND CD 70 SQ. IN. SIGN -REFLECTIONIZED PORCELAIN ENAMELED STEEL. TEXT TO BE BEADED OR EQUAL. TEXT AS PER STATE REGULATIONS G) SIGNAGE LOCATION AT EACH HANDICAP STALL- SEE SHEETS L-1.01 & L-1.02 FOR LOCATIONS VAN SPACES AS INDICATED. 0 2" GALVANIZED STEEL SQUARE POSTW/WELDED CAP PROVIDE 12" SQUARE BY 24" CONCRETE FOOTING. I , ' n / --- / I\\;, -'\_ 11 4 I PROPORTIONS OF ACCESSIBLITY SYMBOL '· --. ~ ,. ' "'. .·: .. :.;:@: <:;-/<;/.> " ·.•. ·-.. ·-··· ,,.,. '• .. , ' -. .., . .-.... .'' ' ?~--~• .. ·;,:,:_•· ~4 . . ',. ·•.-•-•· ·--· • ·--.' ,-·: ... -. :~· • ... -' . ' .... ·: •, ,_ ; • ' ··; ·_ I~ ... · •,. ,.. .. ::,::1::....-/.:. '·: .. '.-'·-~-'· ·< ••• PlAN VIEW •.-\<,< ... ''./· -·· .. FLUSH LONGITUDINAL SECTION ®BRONZE PAVING POINTS -<D • ------rt~WTT]illffiwl I WTT]Wffiwffiw; • JII Ill II Ill Ill II I' , _I II, Ii' Ill I I~ 11111 II Ii' II,, I' a co ...... --------"<- WHEELSTOP DETAIL 4 FLUSH RAMP N.T.S. DTC-Paver RAMP LEGEND: G) TURNDOWN EDGE AT BEACH EDGE, SEE DETAIL 3, SHEET L1.51 0 CONCRETE WALK SEE PAVING SCHEDULE SHEET Ll.01 © EXISTING BULKHEAD TIEBACK AND COVER G) EXISTING BULKHEAD AND RAILING G) MODIFY DEPTH OF TURN DOWN TO PROVIDE 4" CLEAR OF COVER Note: Steel with less than 3" concrete cover, or that will be exposed to open air for more than 4 days after being placed in the form shall be epoxy coated. 0WALK AT BULKHEAD LEGEND: CD ORCO BLOCK CAP TO MATCH WALL BLOCK. FOR FINISHES/COLORS, SEE LEGEND, SHEET A3.2 {]) 8 x 8 x 16 ORCO PRECISION BLOCK, GROUT SOLID. FOR FINISHES/COLORS, SEE LEGEND, SHEET A3.2 96" @ REINFORCING-SEE STRUCTURAL ENGINEER'S DRAWINGS, SHEET S2.11 @ CONCRETE FOOTING. REFER TO STRUCTURAL ENG'S DRAWINGS, SHEET S2.11 FOR SIZE AND REINFORCEMENT. @ FINISHED SURFACE-CONCRETE PAVING PER CIVIL DRAWINGS (J) FINISH GRADE -ADJACENT PLANTING AREA @ COMPACT SUBGRADE PER GEOTECHNICAL ENG'S RECOMMENDATIONS. @METAL GATES-W/ 3" X3" X 1/4" STEEL ANGLE GATE FRAME CORRUGATED MORIN -16 X 20 GA. PANELS AND DIAGONAL¼" X 2" STEEL BRACING. PAINTED (HPC) TO MATCH ROOF PANEL @ CURBS, PER CIVIL PLANS. (U) HEAVY DUTY BALL BEARING HINGES, 3 PER GATE. REFER TO HINGE ENLARGEMENT. @ SLIDING CANE BOLT-SEE DETAIL BELOW @) GATELATCH.3/4" ROD WITH 7/8" PIPE SLEEVES WELDED TO GATE FRAME FOR FULL LENGTH OF PIPE. REFER TO LATCH ENLARGEMENT, THIS SHEET. 111 =1'-0 11 DTC-WalkatSeawall • 0 ' "' , I ---.·,·:.:.~.:,. .. ~~'.-·;·•:.-,·:.;-., , .. 36" WALL SECTION LEGEND: CD 3" 0 ALUMINUM ANODIZED POST-Wllll REMOVABLE END CAP 0 WI-Fl ANTENNA BY OTHERS G) 3/ 4" 11 HOLE FOR CABLE -COORDINATE HEIGHT AND ORIENTATION 0 12"0CONCRETEFOOTING G) CONDUIT SWEEP INTO POLE ® FINISH SURFACE/GRADE CD BITUMINOUS HIGH BUILD, POLYAMIDE EPOXY COAL TAR COATING ® 6 x 1-1/2" HANDHOLE WITH SCREW ON COVER WITH TAMPER PROOF SCREWS. TWO LOCATIONS PER POLE LOWER ONE OPPOSITE CONDUIT SWEEP UPPER ONE OPPOSITE ANTENNA LOCATION HANDHOLE PLAN PROVIDE WEATHER TIGHT BUSHING AT ALL OPENINGS. 0POLE FOR WI-Fl ANTENNA 22'-0" 7 • "' "' • "' . .,. PLAN ry,J/0 ROOF) • 0 "' FRONT ELEVATION r , / ---- ~ EQ. " I\ I' I ' -~. -------/- a 0 • r- EQ. /1 " ,I \ I ,/ 1/2"=1'-0" DTC-WiFiPole 7 2 9 ~ ----- SCALE: 1/4"=1'-0" 0 80" TO FINISH SURFACE 4" {)J STEEL CHANNELJAMB, GROUT SOLID W/WELDED METAL CAP- SEE ENLARGEMENT, THIS SHEET. SCALE: 1/2"=1'-0" ROOF SECTION 1 SCALE: 1/4"=1'-0" ® 4" WIDE BLUE PAINTED STRIPES 0 ALIGN WITH JOINT IN PAVING G) 3' SQUARE PAINTED SYMBOL WHITE ON BLUE BACKGROUND ® PRECASTCONCRETEWHEELSTOP6" x8"Wx36" ® CURB-SEE CIVIL DRAWINGS @DETECTABLE WARNING DOT PANELS PER CITY STD. @SIDEWALK @ SEE CIVIL PLANS FOR DETAILS AND GRADING @ 2 #3 REBARS PER WHEELSTOP BLUE STENCIL ON WHITE BACKGROUND WHITE STENCIL ON BLUE BACKGROUND 41--.---~ DISPLAY CONDITIONS OF SYMBOL RESERVED FOR HANDICAPPED ACCESSIBILITY SYMBOL ACCESSIBILITY SYMBOL ®SITE ACCESSIBILITY DETAILS LEGEND: G) 24" DEEPx 12" DIAMETER CONCRETE FOOTING 0 BOLT PATTERN PER MANUFACTURER -ORIENT TO NEAREST WALK 0 OUTLINE OF FIXTURE 0 ADJACENT SIDEWALK 0 MOW CURB SEE DETAIL 2, SHEET Ll.51 @ TOOLED CONSTRUCTION JOINT PLAN AT MOW CURB AND WALK LOCATION PLAN AT FREESTANDING LOCATION / ' ' ' ' \ / / PLAN AT WALK ADJACENT LOCATION CD 4" WIDE PAINTED DARK GREEN STRIPES G) 6" CURB -SEE CIVIL DRAWINGS 0 4" THICK CONCRETE SIDEWALK 0 ALIGN WITH JOINT IN PAVING ® 12" HIGH PAINTED(DARKGREEN) LETTERING IN SPECIFIED "CARPOOL" AND LOW EMISSIONS VEHICLE" SPACES l l "5'-0" MIN~ 8'-0" MIN AT VAN STALLS HANDICAP STALL 3 ,___~ 2 1--.------ RPOOL NLY STALL STRIPING VARIES DTC-ACCESS I 16 BOLLARD LIGHT BASE 111 =1 '-0" DTC-BOLLARDLIGHTBASE ®PARKING DETAILS VARIES DTC-ACCESS @1/2" DIA. X 6"NELSON STUD ANCHOR, FROM ENDS OF JAMB AND AT 18" O.C. @NOT USED @1" DIA. PIPE WITH 1/4"X4"X4" PLATE WELDED TO PIPE AND JAMB. @ 8" LONG ROD WELDED TO TOP PIPE SLEEVE & SET IN BOTTOM SLEEVE. @1/2" DIA. x 18" LONG CANE BOLT. @ 11/2" x 11/2" x 11/2" LONG ANGLE, PUNCH 5/8" HOLE FOR CANE BOLT & SLOT@TOPANGLE. @1/4" LONG 3/16" STEEL ROD, WELD TO CANE BOLT. @6" LONG 7/8" DIA. PIPE SLEEVE SETIN CONCRETE PAVING. @) CURB ADDED TO SLAB -SIMILAR TO CIVIL @ TRASH CONTAINERS -FOR REFERENCE ONLY @ STANDING SEAM ALUM. ROOF OVER CORRUGATED METAL DECK @ ROOFING GABLE ASSEMBLY @ALUM.GABLE FLASHING TO COVER STL. TUBE BEAM @ STL. TUBE PERIMETER BEAM-SEE STRUCTURAL DRAWINGS-(HPC) @ CORRUGATED METAL ROOF DECK-(HPC) @CONT.SEAL @ FILLER BLOCK @)ALUM.DRIP EDGE @6" x3" STL. TUBE, SEE STRUCTURAL PLANS @ALUM.GUTTER COUNTER FLASHING @ GUTTER LINER (FULLY SEALED) @ RIDGE CLOSURE @ METAL ROOFING SPACER PROFILE @ ¼" STL. BENT PLATE JAMB-(HPC) @ 6"x6"STL TUBE SUPPORT FOR ROOFABOVE-(HPC) @3"x3"x¼" STL. ANGLE GATE FRAME-(HPC) @ ¼"x2" STEEL DIAGONAL BRACE-(HPC) @ CORRUGATED METAL SIDING -(HPC) NOTES: 1. CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS OF GATE ASSEMBLY, LOCKING DEVICE, HEAVY DUTY BALL BEARING HINGES, CONNECTIONS, AND DROP CANE BOLT ASSEMBLY FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION. GRIND ALL WELDS AND METAL EDGES SMOOTH. 2. REINFORCING STEEL WITH LESS THAN 3" CONCRETE COVER, OR THAT WILL BE EXPOSED TO OPEN AIR FOR MORE THAN 4 DAYS AFTER BEING PLACED IN THE FORM SHALL BE EPOXY COATED. 3. SEE STRUCTURAL DRAWINGS FOR DETAILS ON STEEL ROOF STRUCTURE. 4. ALL STEEL TO RECEIVE HIGH PERFORMANCE PRIMER AND HIGH PERFORMANCE COATING (HPC) -SEE SPECIFICATIONS. @TRASH ENCLOSURE PLAN ;,;~ ",e+--~ M~ .1--.r'>--- .. I d • .,, • I. , . • I ; I I CANE BOLT DETAIL SCALE: 2"=1'-0" 11+--{29 TRASH ENCLOSURE ROOF SECTION 1 SCALE: 11/2"=1'-0" 14 µ~L.,_L_,-L-,-JL.,_tj=,f,ft-. --6~" "? 6 FS SIDE ELEVATION ·:·:, .-. ,·" ... 10 2 f 4" J,J'2'l, 5" I, 4" 1, V K ..., d 6' II 6' 1/2" STEEL CHANNELJAMB ENLARGEMENT SCALE: 1"=1'-0" LATCH ENLARGEMENT SCALE: N.T.S. TRASH ENCLOSURE ROOF SECTION 2 SCALE: 11/2"=1'-0" TRASH ENCLOSURE ROOF SECTION 3 SCALE: 11/2"=1'-0" "' ' I I SCALE: 1/4"=1'-0" ,11-+---fl HINGE ENLARGEMENT SCALE: 1"=1'-0" ~-139 HINGE SECTION SCALE: 11/2"=1'-0" As Shown DTC-TrashEnclosure a 9 "' -----------------------------------------------------------------------------------------------------------------------------------------.. Xref .. \Xref\ PS 8 SCALE.dwe: Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com ' I I I \ I _jt_ ' !ii.I \ Q) ' a_ • REVISIONS i \ I CD I [: ' I \J \ CD \ ' ( \ I ( ...c u 0 Q) • al • t 0 Q. • ~ • Q) z " -0 >-+-·-u DATE 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 & Delta5 12/13/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: CONSTRUCTION DETAILS Ll.53 t 12'-6" i 21-6"1YP. 4r--~ 3)---" 2 )-------,, D D a 0 ' "' <t 3" BOLT HOLE ON CENTER BIKE RACK ELEVATION 3/4" = 1' -0" BIKE RACK PLAN 3/16" = 1' -0" @] BIKE RACK a 0 "' SIGN FOOTINGS [I] FITNESS ROUTE FOOTINGS 5 1/4" ~ , f1 __,____ -0 -"' ~ .... '. >:;;;~ i,, 0-~ :,f. ·.1->25,, ~ <'< ._· ~✓ 12' a N POST FOOTING 1/2"=1'0" G) CONCRETE MOW CURB AT PLANTER, SEE DETAIL 3, SHEET L-1.51, FLUSH W/ ADJACENT PAVING 0 CONCRETE SIDEWALK OR PAVING, SEE PAVING SCHEDULE FOR COLOR AND FINISH 0 ANCHOR, BY MANUFACTURER 0 BIKE RACKS-SKTRO, SEE FURNITURE SCHEDULE FOR COLOR AND FINISH ® PICINIC TABLE-QLBT96PT, SEE FURNITURE SCHEDULE FOR COLOR AND FINISH ® CHAMBER BENCH-SBCAM-72BW, SEE FURNITURE SCHEDULE FOR COLOR AND FINISH (j) TRASH RECEPTACLES-SLDIS-136/ SLDIS-216, SEE FURNITURE SCHEDULE FOR COLOR AND FINISH ® INSTRUCTIONAL FITNESS SIGN -MODEL NO. 5103-02 0 5102-02 TOE REACH @ INTRODUCTORY SIGN -MODEL NO. 5100-02-IH @5117-02 HIP-FLEX @5101-02 HEEL-FLEX @5106-02 HOP-OVER @5100-02-CTIMBERFORM GROUP C @5115-02 LEG-OVER @ 2273 HEALTH BEAT SQUAT PRESS @ 2276 HEALTH BEAT CHEST/ BACK PRESS @ 5120-02 DIRECTIONAL POST @FITNESS ROUTE SIGN @ FITNESS ROUTE EQUIPMENT POST, SEE DETAIL THIS SHEET @ P.1.P. CONCRETE FOOTING @ HEALTH BEAT EQUIPMENT PEDESTAL (FOR ITEMS P ANDS) @ HEALTH BEAT SUPPLEMENTAL POST @ FINISH GRADE @4" GRAVEL FOR DRAINAGE @ SIGN FOR HEALTHBEAT ITEMS-MODEL NO. 5103-02 WITH CUSTOM VERBIAGE GENERAL NOTES: 1. PROVIDE ANCHORS/ FOOTINGS PER MANUFACTURER SPECIFICATIONS ORAS NOTED. 2. ALL EXERCISE EQUIPMENT TO BE PROVIDED BY COLUMBIA CASCADE COMPANY AND LANDSCAPE STRUCTURES. ~~ @FITNESS ROUTE AND FURNITURE xC: EQ. ' ' 5>--~ 2r----~ @J PICNICTABLE 2l--~ Sr-__,, 91---~ [ill TOE-REACH -"' 1'6" 18)--_J [QJ TOE-TOUCH 8 [[] LEG-OVER EQ. 4'0" • 17 14 11 ' 8'0" fQ. EQ. EQ. 81-0" gn. . ' + ·. I \ 1 '-6 11 I \ . •· I / \"-:,_ -__ / ;/ "' -' C.J z :;; -0 "' EQ. "' -' C.J z :;; 0 N 1/4"=1 '0" a 0 ' -CX) 4'0" CLR. VERIFY ~--<2 ..-------;1 .,-----\8 it I "' w I > "' I -' I C.J a I 0 ' I -...... I 1 1 '-6" CLR. VERIFY 3/16"=1 '0" 3/16"=1 '0" 3/16"=1 '0" [I] BENCH 2 [g] HOP-OVER IT] GROUP C [[] LEG -FLEX [ill PUSH-OFF 6r--____ 3l--, 2 >--~ I \\ Q. I I I 114'-0" -<t 10'0" it ci: w > <t EQ. \,.;:: ______ ::-,_ 4---:: "' -' C.J z :;; ~ ' it I "' w I >: \5 C.J 0 I N 5'0" 2" MIN. FROM EDGE OF PAVING a "' ' -N 11-6 11 3' CLR. VERIFY \ ' ' 3/4"=1'0" 8 3/ 16" = 1' 0" ' 12" CLR-\l(Rll"I 3/ 16" = 1' 0" 3/ 16" = 1' 0" 7 \------------------ 3>---- 2r--, [[J TRASH RECEPTACLE l '611 3'0" MINCLR LJLJ 12'011 a: -' C.J z :;; = <D "' a: -' C.J z :;; -N [M_] CALF/ HAMSTRING STRETCH [y] HIP -FLEX .► .: ..... , .. . :· .. : • ·I •• •. ~ .. :_'.·~--x:·_:-.~ 1 ..•... . . : . . ~ .. .·. . ... . . .... .. ► • • .t. . - . PEDESTAL FOOTINGS / 21------ 16J--~ [fJ HEALTH BEAT SQUAT PRESS [§J HEALTH BEAT CHEST/BACK PRESS 3/4"=1 '0" 2 ' , I 6'. I I ' ' // 2'0" MIN CLR --------<1 3/16"=1 '0" •.. .. / , ' .«_%Z_,~-: 3>_----¥-----r;., ~ ''I ~ I;, ' 141' SQ. POST FOOTING 3/16"=1 '0" SCALE AS NOTED DTC_Furniture -----------------------------------------------------------------------------------------------------------------------.. Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com ' I I I \ I _jt_ ' !ii.I \ Q) ' a_ • REVISIONS i \ ' CD ' [: ' ' \J \ CD \ ' ( \ ' ( ..c u 0 Q) al t 0 Q. ~ Q) z -0 >-+-·-u 100% DESIGN DEVELOPMENT • • • " DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: CONSTRUCTION DETAILS Ll.54 LEGEND: CD PLAY STRUCTURE FOOTINGS PER MANUFACTURER RECOMMENDATIONS ® PLAY STRUCTURE SEE SHEET L-1.22 FOR FOR TYPE AND MFG. G) CONTINUOUS RUBBER PLAY SURFACE SEE SHEET L-1.22 FOR COLORS, SEE PLAN -THIS SHEET FOR DEPTH @ 4" CONCRffiSUBSLAB-FINISH D, SHEET Ll.00 ~ (j) ® 4" CONCRffi PAVING/ SIDEWALK-SEE LEGEND FOR FINISH/ COLOR. COMPACTED SUBGRADE PER SOILS ENGINEERING REPORT. NOT USED NOT USED i THICKNESS OF SBR LAYER PER MANUFACTURERS RECOMMENDATION-3.5" MIN. @ BEACH SAND 1/2" THICK COLORED WEAR SURFACE SEE SHEET L-1.22 FOR COLORS @ 3 GRANULAR POURED (SBR) LAYER @ NOTUSED ; @ ~ i @ @ SCHEMATIC 1/10' CONTOURS-SEE CIVIL PLAN EXTENT OF ACCESSIBLE AREA-1.5% MAX SLOPE EXTENT OF FALL ZONE ELEVATION OF BEACH PER CIVIL ENGINEER TURN DOWN SLAB AT BEACH EDGE, SEE DETAIL 3, SHEET L-1.51 8" THICKENED SLAB AT EDGEOFSUBSLAB 1/2" WIDE FINISHING SHELF AT EDGE OF CONCRETE GUIDE CURB AT TURN DOWN EDGE-SEE SECTION D, THIS SHEET RUBBER PLAY SURFACE AT LIGHTHOUSE, SEE DETAIL 8, SHEET L-1.57 5" THICK FOAM LAYER PER MANUFACTURERS RECOMMENDATION 1 1--~ C. .,_ ~ l 8" @ ~ EDGE DETAIL SCALE 1"=1'-0" \\ \\ II I II II II II VARIES, SEE PLAN THIS SHEET , ·. II II 1.5% max. II II B. SECTION A. SCALE 3/8" = 1 '-0" .5 0 2 " 5 LEGEND '--------1 5 p LAN ® l~I PLAY SURFACE WITH 5" THICK CUSHION LAYER (120" FALL HEIGHT) SCALE 1/16" = 1 '-0" ® 1111111111 PLAY SURFACE WITH 4" THICK CUSHION LAYER (87" FALL HEIGHT) ® ~ PLAY SURFACE WITH 3.5" THICK CUSHION LAYER (53" FALL HEIGHT) ~~ @PLAY AREA PLAN AND SECTION xC: l I I I I I I 12" I, ~ ----------\ 16 ,-----, 4 raao_Q / o/-. • ,/ • I I / ./ 18 2 iu/i///' -.:i::i// ": . \ '!'iilz:=!! ..-,----, 5 6 \..-_/ I I I I 17 -..___--( 6 D ■ GUIDECURB DETAIL SCALE 2" • 1'-0" SCALE AS NOTED DTC_FALL HEIGHTS LEGEND: CD SANTA BARBARA PLASTER FINISH ON SHOTCRETE WALL BY ARCHITECT ~ @ ® ~ 3 @ 8 FINISHED BEACH GRADE BOULDERS ADDED AFTER WALLIS FINISHED -SEE DETAIL 7, SHEET Ll.51 2" MINIMUM CLEAR BETWEEN BOULDER IN LANDSCAPE AND BUILDING BOULDERS IRRIGATION LATERAL IN SLEEVE LOCATE PARTIALLY BELOW BUILDING VENEER IRRIGATION HEAD -SEE IRRIGATION SHEET L2.02 ORNAMENTAL GRASS PLANTING AREA+/-4 SQ.FT. -SEE SHEET L3.12 BOULDERS AFFIXED TO P.I.P. WALL-BY ARCHITECT, SEE SHEET A3.2, BLDG.3 4" CONCRETE WALK -SEE PAVING LEGEND, SHEET Ll.00, FOR COLOR AND FINISH FLAGSTONE PAVING -SEE PAVING LEGEND, SHEET Ll.00 PLAY STRUCTURE, SEE DETAIL 16 -THIS SHEET STAIRS -BY ARCHITECT, SEE SHEET A5.1 LIGHTHOUSE WALLS -BY ARCHITECT, SEE SHEET A3.1 BUILDING ENTRANCE NOTE: LOOSE BOULDER PLACEMENT WILL BE COMPLETED UNDER DIRECTION OF LANDSCAPE ARCHITECT. B. SECTION SCALE 1/2" • 1'-0" A. PLAN SCALE 1/8" • 1'-0" 3>---~ 8>---~ 1i----~ 2)-----.. 6i-------c Si---" 7 L___/ ©BOULDERS AT BASE OF LIGHTHOUSE / / ----- ----- ---<13)-_./ 9 }--~ '----I 9 • fa ~-C':! -~ • 1;t/ • ' > ' -_. i· ~. ,,_ ; -. ' -• Ll J ·' I. tj • • .4 . -1· • Ll ' .,' :.. I I I "'' • Ll 4 4 'L)q 4 -" 8 4 5 6 7 6 SCALE AS NOTED OTC-LIGHTHOUSE ~ ----------------------------------------------------------------------------------------------------------------------------------- Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com • I I I \ I _jt_ ' !ii.I \ Q) • ..c u 0 a_ Q) • i al • \ t ' CD 0 Q. ~ ' Q) [: z " ' -• ' 0 \J >-\ REVISIONS CD \ ( \ ' ( +-·-u 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS DATE 8/2/12 11/20/12 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 & Delta5 12/13/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: CONSTRUCTION DETAILS Ll.55 ,c <( ~~ Q' ~ xC: LEGEND: 16" x 16" PILASTER-CAP TO MATCH EXISTING PROFILE 16" x 16" PILASTER BYO.C.S.D. TO MATCH PILASTER(}) 8" THICKx 6'-0" TALL CMU WALL 8" THICKx 6'-0" TALL CMU WALL BYO.C.S.D. TO MATCH WALL@ SWINGING GATE BY O.C.S.D. SLIDING GATE BY O.C.S.D. 6" CONCRETE CURB 6" CONCRETE CURB BYO.C.S.D. TO MATCH CURB(f) PLANTING AREA FINISH SURFACE BY O.C.S.D. CONCRETE FOOTING BY STRUCTURAL ENGINEER REINFORCING BY STRUCTURAL ENGINEER STUCCO FINISH TO MATCH EXISTING WALL PRECAST CONCRETE CAP TO MATCH EXISTING PILASTER EXISTING WALL-JOIN SMOOTH AND CONTINUOUS REPLACE EXISTING WALL CAP WITH NEW-THIS L B. PLAN SCALE 1/8" = 1'-0" -0--3 "' z .::: <n ~ :c !;l :;; -• ' + • 0 • -"' 0 0 0 P.A. w z ::J ~ w 0.. 0 "' 0.. 9 6" r --~~--(;------"'c------------+----+--- 14 A. SECTION SCALE 3/4" = 1'-0" NOTE: SEE CIVIL SHEET 9 FOR LAYOUT INFORMATION WALL EDGE AT SCE PARCEL LEGEND: BEACH SAND AT EDGE OF CONCRETE P.I.P. CONCRETE EDGE (WALL, SEATWALL, STAIRS) -MATCH PAVING TYPE C PLANTING AREA-AMENDED AND UNCOMPACTED ADJACENT PAVERS -SEE PAVING SCHEDULE SHEET L-1.00 1/2" TOOLED RADIUS ON ALL EXPOSED EDGES COMPACTED SUBGRADE TURN DOWN SLAB EDGE REINFORCING PER STRUCTURAL ENGINEER, SEE SHEET S2.11 ISOLATION JOINT SEE DETAIL 5, SHEET Ll.51 3" MINIMUM, 6" MAX. TO SAND ELEVATION-24" FOOTING DEPTH FLAGPOLE, SEE DETAIL 16, L-1.51 BERM SOIL AGAINST REAR OF RETAINING WALL FLAGPOLE FOOTING PER STRUCTURAL ENGINEER, SEE H ET S2.11 SHOWER AT BEACH EDGE, SEE DETAIL 4, SHEET L-1.51 5% MAXIMUM SLOPE FACE OFTURNDOWN EDGE BEYOND END OF THICKENED PORTION OF CONCRETE BAND EXISTING TIEBACK-PROTECT IN PLACE CONTRACTION JOINT -TYPICAL Note: Steel with less than 3" concrete cover, or that will be exposed to open air for more than 4 days after being placed in the fonn shall be epoxy coated. 4 1 SECTION F -TURN DOWN EDGE -NARROW CONDITION 16 BEACH EDGE AT BALBOA CENTER 12'-0" - 00 1-~45~ 0 ---,~~A~IIG=N BA~K=OF W=ALL SECTION B-SEATWALL 7'-0 11 ,(---~~----}' SECTION G-TURN DOWN EDGE -WIDE CONDITION 2 LEGEND: (D P.I.P. CONCRETESTEPS-15" TREAD, 6" RISER SLOPE TREAD TO DRAIN @ 2" WIDE GROOVING AT NOSING OF STEPS GROOVES3/16" WIDE, 1/4" DEEP-APPLY SLIP RESISTANT BLACK COATING 1" RADIUS #3 REBAR AT EACH NOSING LATERAL #4 REBAR AT 12" O.C. LONGITUDINAL#4 REBARAT24" O.C. ISOLATION JOINT, SEE DETAIL 5, SHEET Ll.51 1-1/2" DIA EXTRA HEAVY DUTY GALVANIZED RAIL APPLY HIGH PERFORMANCE PRIMER AND COATING ® ADJACENT PAVING, SEE PAVING SCHEDULE, SHEET Ll.22 @ CORE DRILL AND EPOXY GROUT INTO PLACE EMBED 12" MINIMUM. (U) STANDARD EXTENSIONS AT BASE OF STAIRS (g) SHOWER SLAB, SEE DETAIL 4, SHEET Ll.51 @ BEACH WALL, SEE SHEET Bl.01 & Bl.02 @) LOCATION OF INTERSECTING WALK-SEE SHEET Ll.22 @ 4'-0" BENCH 5" I C' "' C' "' 0 A. VARIES 6 STEPS AT 19TH STREET DTC-EDGEATSCEPARCEL 61-011 "' • -N SECTION C-PAVING AT SEATWALL 4 5 1 VARIES -SEE PLAN, THIS SHEET . .. "' . M~I'-----'-- .-=:-~;:·_,-.,'•:· ,(. ~ -·-,·'• --·." .. ,• ---_. ·•12•·'. ✓, /, ,.( I( • ------"--"' " -N 6 gn 8 SECTION H-TURNDOWN EDGE SECTION J -BEACH SHOWER 9 SECTION SCALE 1" = 1'-0" 9 30" MINIMUM 8 SCALE 1/4" = l'-0" D TYPICAL C 1 VARIES -SEE PLAN, THIS SHEET SECTION D -BAND 1 "------i 7 15" l 1 11" 18 11 eq q. 2 3 "' I 6 / / / --• 8" SECTION E-TURNDOWN EDGE . ·. ,: ~ - VARIES DTC-STEPSAT19TH "'!--+-- ® ' '7 " ~ / • :l..1/'--\-1-~ _ _:_V:..::AR:..::IE=S_-:..::SE=E:..::P=.LA:..::N:..::, T~H:.:IS..:S:..::HE=}----,>/' 12" __. SECTION K -WALK TO MARINA 1 2"=1'-0" DTC-EDGEATBALBOA 0.. ~ a "' -N ----------------------------------------------------------------------------------------------------1 Rabben/Her:rnan (OJ ce~icgi ni (Q)lu0 iccce Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com i I \ I _jt_ ' \/ \ Q) CL i \ 0 ' [: ' . __ , --0 \J ttJ c REVISIONS \ ' ( \ ' ( ·-u 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS DATE 8/2/12 11/20/12 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 & Deltas 12/13/14 & Delta6 2/6/15 & Delta 10 12/14/15 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: CONSTRUCTION DETAILS Ll.56 ,c <( ~~ Q' ~ xC: LIGHTHOUSE, SEE SHEET A2.1-BUILDING 3 PLASTIC SLIDE -SEE PLAY EXERCISE EQUIP. SCHEDULE SEE SHEET L-1.00 FOR TYPE AND MFG. CONTINUOUS BUILT-UP RUBBER PLAY SURFACE ON GROUND PLANE SEE SHEET L-1.22 FOR COLORS, SEE DETAIL 16, Ll.56 FOR DEPTH 4" CONCRETE SUBSLAB-FINISH D, SHEET Ll.00 4" CONCRETE PAVING/ SIDEWALK-SEE LEGEND FOR FINISH/ COLOR. COMPACTED SUBGRADE PER SOILS ENGINEERING REPORT. STONE PAVING -SEE PAVING SCHEDULE L-1.00 FIELD PLACED BOULDERS, SEE SHEET L-1.31 SAFETY ENVELOPE (FALL ZONE) PER CPSC BEACH SAND PLASTER FINISH ON BUILDING EMBEDDED STONE ON BUILDING BUILTUP RUBBER PLAY SURFACE ON FACE OF BUILDING SEE LEGEND BELOW SAFETY ENVELOPE(FALLZONE) PROJECTED ON BUILDING FACE WEAR (COLOR) COURSE OF PLAY SURFACE CUSHIONING (GRANULAR FILL/SBR )COURSE OF PLAY SURFACE LEAVE SHOTCRETE WALL ROUGH TO RECEIVE SURFACING NOT USED 19 NOT USED 20 NOTUSED 21 2" DEEP INSET GROOVE IN SHOTCRETE WALL -COORDINATE WITH BUILDING CONTRACTOR A. PLAN 22 @ OUTLINE OF PANEL PRIOR TO ATTACHMENT TO WALL ROUND EDGES AND UNEVEN SURFACE OF PANEL i CASING BEAD (PLASTER STOP) AT PERIMETER -AMICO AM66, GROUND DEPTH AS NEC. • U") ... " ~~ ::c w "' z -"' WU ::c - :::l i= .'1: 0 -w ::c != LL :::, • O' 00 w .,. "" ' -• t- o "" 5 6 @ @ ® ® 48 11 -60 11 FH RT=2.25" 72-84 11 RT=3.0" -- 84-96" FH RT=3.5" ' ' PLASTER PER ARCHITECT -EASE EDGE INSET CAULK JOINT AT PANEL EDGE FORM WEAR SURFACE TO MINIMIZE GAP 1/4" MAX. DELINEATION OF FALL ZONE REQUIREMENTS RAISE FINISH SURFACE ADJACENT TO BUILDING COORDINATE FINAL HEIGHT OF SLIDE WITH MFG. INDICATION OF MINIMUM REQUIRED THICKNESS OF PANEL ' ' \ ' \ ' \ ' ' ' ' ' _J_ II I / I / See Detail E e..DetaiJ..D_ - - - 30J--~ 108-120" FH(FALL HEIGHT) RT (REQUIRED THICKNESS)= 5.0" ' ' \ C. SECTION 16 PLAY SURFACE AT LIGHTHOUSE ELEVATION WITH SLIDE B ■ ELEVATION I r .....__--i 1 PANEL THICKESS LEGEND RTFH (REQUIRED THICKNESS FOR FALL HEIGHT) -RTFH 1.25 INCH (OUTSIDE FALL ZONE) ~ RTFH 2.25 INCHES §§ RTFH 2.5 INCHES ~ RTFH 3.0 INCHES -RTFH 3.5 INCHES -RTFH 4.5 INCHES -.,.--,2 "" w "" t5 .'1: :::, z ~ w 0 :::; V) ffi D.. 0 ' -0 ... -0 ' -0 .... LEGEND: 4" CONCRETE PAVING TYPE E DOUBLE CURVED BASKETBALL POLES 48" x 72" RECTANGULAR FIBERGLASS BACKBOARD HEAVY DUTY DOUBLE RIM HOOP AND NET 2 INCH WIDE WHITE PAINTED STRIPES SEE LAYOUT NOTE BELOW 54" DEEP x 30" DIA. CONCRETE FOOTING SEE DETAIL 6, SHEET S2.ll COMPACTED SUBGRADE COATING -COLOR PER CHART BELOW SAWCUT 1/8" JOINTS AND CAULK BEFORE COATING SET POLE PLUMB LAYOUT NOTE DIMENSIONS TO STRIPING ARE TO THE OUTSIDE EDGE OF STRIPE 6' -0" 6 SPORT COURT _.,---j 1 ,,----;17 I> = 0 ' -0 .... 12' -a, = ® .... M <ID ' -LO + @ CL ® 13'-9" -@ # COATING COLOR @ DARKGREEN @ RED © BLUE - 0 . = M © ' -LO -_r!!_ 0 ' ALL STRIPES MEDIUM GREY -2" WIDE CL NOTTO SCALE DTC-BBALLCOURT NARRATIVE 1. THIS DETAIL DESCRIBES THE ATTACHING TO THE SIDE OF THE LIGHTHOUSE AN AREA OF PLAYGROUND SAFETY SURFACING OF ADEQUATE THICKNESS TO PROTECT THE FALL ZONE OF THE SLIDE. 2. THE INTENT IS FOR THE SURFACING TO SUGGEST (BUT NOT REPLICATE) THE ADJACENT CARVED PLASTER (STONE). THE LAYOUT OF 'STONES' SHOWN IN THE ELEVATION IS DIAGRAMMATIC. THE CONTRACTOR SHALL PREPARE A MOCKUP OF A PORTION FOR APPEARANCE AND REVIEW WITH THE ENGINEER . 3. THE ACTUAL THICKNESS OF THE SURFACING WILL VARY, BOTH PER THE DESIGN EFFECT, AS WELL AS ACCORDING TO THE FALL HEIGHT FOR THAT PORTION OF THE WALL. THE FALL HEIGHT DETERMINES THE MINIMUM THICKNESS OF THE PANEL. THE REQUIRED THICKNESS WILL BE GOVERNED BY THE MAXIMUM FALL HEIGHT FOR ANY PORTION ON THE PANEL. ADDITIONAL THICKNESS WILL BE REQUIRED TO CREATE THE CHARACTER OF THE INDIVIDUAL STONES. 4. THE CONTRACTOR WILL ESTABLISH THE REQUIRED EXTENT OF PROTECTION -BY PROJECTING THE FALL ZONE ONTO THE SURFACE OF THE LIGHTHOUSE. THEN THEY WILL BREAKDOWN THE AREA INTO A SERIES OF CLOSELY FITTING IRREGULARLY EDGED 'STONES' OF VARYING THICKNESS, AND REVIEW THE LAYOUT OF STONES AND FALL ZONE LINE WITH THE ENGINEER. 5. ONCE THE ENGINEER HAS APPROVED THE STONE LAYOUT, THE CONTRACTOR WILL BUILDUP THE SURFACING USING THE CUSHIONING(SBR) LAYER [BLACK] TO APPROXIMATE THE GENERAL OUTLINES AND MASSES OF THE 'STONES' AND ACHIEVE THE REQUIRED CUSHIONING THICKNESS. 6. REVIEW THE CUSHIONING (SBR) LAYER WITH THE ENGINEER. AFTER THE 'STONES' HAVE BEEN APPROVED, THE CONTRACTOR WILL APPLY A FINAL WEAR LAYER OF RUBBER [COLOR] TAKING CARE TO COMPLETELY FILL ANY GAPS. .''J;,'~:;,_~.l, ··~):/:-;. t> /i,-;;·:•~f;Y • ·'!.V!0\-. " •.. ,., ~~24 25@ --------~~" -----~17 E. EDGE DETAIL SCALE AS NOTED DTC_LIGHTHOUSE SURFACE -----------------------------------------------------------------------------------------------------------------------------------------.. Xref .. \Xref\ PS 8 SCALE.dwe: Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com ' I I I \ I _jt_ ' !ii.I \ Q) ' a_ • REVISIONS i \ ' CD ' [: ' ' \J \ CD \ ' ( \ ' ( ..c u 0 Q) al t 0 Q. ~ Q) z -0 >-+-·-u 100% DESIGN DEVELOPMENT • DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 & Delta5 12/13/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: CONSTRUCTION DETAILS Ll.57 TITLE: SHEET: DATE: DRAWN BY: JOB NO.: R/Hdo 2009.14 REVISIONS DATE CITY PROJECT NO. 2/19/14 CONSTRUCTION DOCUMENTS Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com C-3897 1/28/14Permit Set Submittal L.200A AREA 1 AND NOTES IRRIGATION LEGENDS EV-CAB-SEN RAIN MASTER EV-CAB-SEN - NO SPLICES PERMITTED - INSTALL W/ PULL BOXES AT CHANGES OF DIRECTION - REFER TO SIGNAL CABLE PULL BOX DETAIL 1, SHEET L.252. (NOTED IN INCHES) AS SHOWN ON DRAWINGS - PROVIDE SCHEDULE 80 FITTINGS FOR ALL PIPING SIZES - REFER TO DETAIL 8, SHEET L.251. DOMESTIC WATER METER - SIZE AS NOTED ON DRAWING - REFER TO POINT-OF-CONNECTION NOTE ON SHEET L.201. FLOW SENSOR SIGNAL CABLE AND CONDUIT - SHIELDED CABLE INSTALLED WITH 1.25-INCH MINIMUM SIZE SCHEDULE 40 PVC CONDUIT - RAIN MASTER IRRIGATION CONTROLLER MOUNTED WITHIN SECURITY ENCLOSURE (FACTORY PRE-WIRED ASSEMBLY) - (SIZE NOTED) - REFER TO CONTROLLER NOTE THIS SHEET, AND CONTROLLER INSTALLATION NOTE ON SHEET L-2.01, AND DETAIL 4, SHEET L.251. NOTE: REMOVE AND SALVAGE EXISTING IRRIGATION CONTROLLER AT TREE LOCATION AREA FOR TURN OVER TO CITY MAINTENANCE DEPARTMENT WITH TRANSMITTAL. NON-PRESSURE LATERAL LINE PIPING - WHITE COLOR CODED SCHEDULE 40 PVC PIPING - SIZE PIPING (NOTED IN INCHES) AS SHOWN ON DRAWINGS - REFER TO DETAIL 8, SHEET L.251. PRESSURE MAIN LINE PIPING - DOMESTIC WATER - USE CLASS 315 PVC PIPING FOR 2-INCH AND LARGER SIZES AND USE SCHEDULE 40 PVC FOR 1.5-INCH AND SMALLER PIPING - SIZE PIPING FOR SLEEVING UNDER VEHICULAR PAVEMENT AND COORDINATION WITH UTILITIES - REFER TO DETAIL 9, SHEET L.251. IRRIGATION CONTROLLER NOTE - SYSTEMS 'A' AND '2A' (SEE SHEET L.201): TWO (2) RAIN MASTER DX2-48 - 48 STATION AUTOMATIC CONTROLLERS 'A' AND '2A' EACH MOUNTED WITHIN ITS OWN GREEN TECH (JOHN DEERE LANDSCAPE) "WALL MOUNT CONTROLLER ENCLOSURE ASSEMBLY", MODEL NUMBER SA17-RM4-48/RMD/FSAVC-150P/EV-CAB-SEN*. WALL MOUNT SECURITY ENCLOSURE ASSEMBLY CONSISTS OF, BUT NOT LIMITED TO, CONTROLLER LISTED ABOVE, RADIO UNIT WITH ANTENNA ASSEMBLY, AC LINE PROTECTION, JDGT FLOW MONITOR ASSEMBLY, TWO-WIRE PATH FLOW SENSOR CABLE (LENGTH AS REQUIRED), AND ONE ON-OFF SWITCH WITH GFI OUTLET, PRE-WIRED WITHIN A V.I.T. STAINLESS STEEL 24-INCH WIDE X 36-INCHES TALL, SINGLE DOOR WALL-MOUNT SECURITY ENCLOSURE FOR EACH IRRIGATION CONTROLLER 'A' AND '2A'. CONTROLLER 'A' STATIONS ASSIGNED - 29 FUTURE STATIONS - 8 CONTROLLER '2A' STATIONS ASSIGNED - 40 FUTURE STATIONS - 4 INSTALL POP-UP SPRINKLER HEADS POSITIONED WITHIN SHRUB OR GROUND COVER AREAS WITH THE TOP OF SPRINKLER ABOVE FINISH GRADE AS SHOWN IN THE DETAILS. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS INDICATED OTHERWISE ON DRAWINGS. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, TREES, LIGHT POLES, ETC.) INTERFERE WITH THE SPRINKLER HEAD PATTERN OF COVERAGE, ADJUST SPRINKLER SYSTEM LAYOUT BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION IN ORDER TO PROVIDE PROPER COVERAGE. PERFORM SPRINKLER LAYOUT ADJUSTMENT AT NO COST TO THE OWNER. SPRINKLER SYSTEM IS BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS. REFER TO POINT-OF-CONNECTION NOTES. VERIFY PERMANENT WATER PRESSURE PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL SITE PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, ASSUME FULL RESPONSIBILITY FOR REVISIONS. THE 120-VOLT ELECTRICAL POWER SUPPLY TO THE IRRIGATION CONTROLLER(S) WILL BE PROVIDED BY GENERAL CONTRACTOR. CONNECT FINAL HOOK-UP FROM THE ELECTRICAL POWER OUTLET TO IRRIGATION CONTROLLER. THIS DESIGN IS DIAGRAMMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND IRRIGATION FACILITIES WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN SPRINKLER SYSTEM, LANDSCAPE PLANTING AND ARCHITECTURAL FEATURES. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, WALLS, FENCES AND BUILDINGS. SELECT THE MOST APPROPRIATE PART CIRCLE PATTERN NOZZLE TO FIT THE SITE CONDITIONS AND THROTTLE THE FLOW CONTROL ADJUSTMENT AT EACH CONTROL VALVE TO OBTAIN OPTIMUM SPRINKLER HEAD PRESSURE. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT EXISTING OBSTRUCTIONS, GRADE DIFFERENCES IN AREA DIMENSIONS, AND OTHER SITE SPECIFIC INFORMATION THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH OBSTRUCTIONS OR DIFFERENCES FOR RESOLUTION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, ASSUME FULL RESPONSIBILITY FOR REVISIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, WALL LOCATIONS, ETC. COORDINATE WORK WITH GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES THROUGH WALLS, UNDER PAVEMENT AND STRUCTURES, ETC. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SUFFICIENTLY SIZED CONTROL WIRE SLEEVES UNDER PAVED AREAS, IN ADDITION TO CONTROL WIRES SLEEVES SHOWN ON THE DRAWINGS. INSTALL PIPING, RELATED MATERIALS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS, INCLUDING SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE. EXTEND CONCRETE BASE OF CONTROLLER ENCLOSURE TO CONNECT WITH ADJACENT PAVEMENT. PROVIDE SHOP DRAWING OF CONCRETE ENCLOSURE BASE FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. TEST ALL PRESSURE MAIN LINES UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF 3 HOURS. TESTING OF PRESSURE MAIN LINE PIPING SHALL OCCUR PRIOR TO INSTALLATION OF ANY ELECTRIC CONTROL VALVES, BASKET STRAINERS, QUICK COUPLING VALVES AND OTHER PRESSURE SIDE IRRIGATION FACILITIES. AT THE COMPLETION OF THE TEMPORARY PALMS RELOCATION, CONTRACTOR SHALL DISCONNECT THE TEMPORARY IRRIGATION SYSTEM, INCLUDING COMPLETE REMOVAL OF LATERAL LINE PIPIN,G AND CAP OFF THE MAIN LINE PIPING.WITH A TRANSMITTAL, CONTRACTOR SHALL TURN OVER THE TEMPORARY IRRIGATION CONTROLLER AND OTHER SYSTEM EQUIPMENT SUCH AS CONTROL VALVE(S) TO THE CITY OF NEWPORT BEACH. P.S.I.RADIUS G.P.M. PATTERN PRECIP RATE 27 27 NOTES: 27 16 E PRECIP RATE 1. PATTERNG.P.M.NOZZLE RADIUS P.S.I.DESCRIPTIONMODEL NO.SYMBOL MANUFACTURER F = FULL CIRCLE Q = QUARTER CIRCLE V = ADJUSTABLE RADIUS NOTES: ** * ADJUST SPRINKLER PATTERNS AND DISTANCE CONTROL TO PREVENT OVERSPRAY ONTO NON-IRRIGATED AREAS. T = THIRD CIRCLE SPRINKLER RADIUS ABBREVIATIONS: TORO INSTALL 5 SERIES SPRAY NOZZLES IN LIEU OF 8 SERIES NOZZLES WHERE REQUIRED TO PREVENT OVERSPRAY ONTO NON-IRRIGATED AREAS. INSTALL SPRINKLERS PER POP-UP SPRINKLER HEAD DETAIL 2, SHEET L.252.2. * 1.04S-SST 4EST 7' 7' 1.08FF 8Q 8H 7' 7' Q 8-XXX 7' V 1.010F 10' 10Q 10H 10' 10' Q F ** ** ** ** 0.55 0.4 1.0 0.25 0.5 0.75 1.5 0.4 0.75 30 30 30 30 30 30 30 30 30 SIDE STRIP END STRIP FULL CIRCLE QUARTER HALF ADJUSTABLE FULL CIRCLE QUARTER HALF 7' 1.012F 12' 12Q 12H 12' 12' 6" POP-UP SPRAY HEAD570-6PRX-COM 2.2 0.5 1.1 30 30 30 FULL CIRCLE QUARTER HALF Q F LANDSCAPE TURF AND SHRUB AREAS ARE IRRIGATED BY HIGH-EFFICIENT OVERHEAD POP-UP STREAM ROTOR SPRINKLER HEADS AND TORO MATCH PRECIPITATION RATE SPRAY NOZZLES. LANDSCAPE SHRUB AREAS ARE IRRIGATED WITH BOTH INLINE EMITTER DRIPLINE ASSIGNED TO SEPARATE LANDSCAPE HYDROZONES ARRANGED WITH SUN AND WIND CONSIDERATIONS AND HIGH-EFFICEINCY ROTARY POP-UP SPRINKLERS. TREES AND PALMS ARE PROVIDED WITH STREAM BUBBLER NOZZLES MOUNTED TO POP-UP BODIES, ALSO ASSIGNED TO DEDICATED CONTROL VALVE STATIONS. DOMESTIC WATER FROM AN IRRIGATION-USE ONLY WATER METER SUPPLIES THE NEW LANDSCAPE IRRIGATION SYSTEM IMPROVEMENTS. A REDUCED PRESSURE (RP) BACKFLOW PREVENTER IS SPECIFIED IN ORDER TO PROVIDE HIGH HAZARD CROSS CONNECTION PROTECTION. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE TURF ROTOR SPRINKLERS WITHOUT THE USE OF A BOOSTER PUMP. THE IRRIGATION CONTROLLER SYSTEM OPERATES MULTIPLE CONTROLLERS, EACH WITH ITS OWN DEDICATED FLOW SENSOR AND MASTER VALVE TO PROVIDE HIGH-FLOW SHUT DOWN FOR THE ASSIGNED MAIN LINE PIPING BEING SERVED. SHUT OFF VALVES ARE LOCATED THROUGHOUT THE SYSTEM TO PROVIDE FOR PARTIAL SHUTDOWN OF THE SYSTEM. QUICK COUPLING VALVES ARE LOCATED TO PROVIDE INCIDENTAL WATERING OF TREES AND SHRUBS. THE IRRIGATION 'SMART' SPRINKLER CONTROLLER(S) PROVIDE 4 PROGRAMS, PROVIDE "CYCLE AND SOAK" MULTIPLE START SCHEDULING AND SHALL BE CAPABLE OF AUTOMATIC SEASONAL ADJUSTMENTS BASED ON CONNECTION TO THE CITY'S COMPUTER CENTRAL CONTROL SYSTEM. REFER TO CONTROLLER NOTES THIS SHEET FOR CONTROLLER ENCLOSURE ASSEMBLY SPECIFICATION. 27' 2.68 30 FULL CIRCLE 27' 3.50 30 PART CIRCLE 27' 1.38 30 PART CIRCLE 27' 1.77 30 PART CIRCLE 27' 2.68 30 PART CIRCLE F T 3Q **0.35 DX2RAIN MASTER DWGRISWOLD* 33DRCRAIN BIRD* FEBCO 825Y S2" SBBC-30SS QP-30BF 2030-KGRISWOLD* ELECTRIC CONTROL VALVE - SIZE NOTED - REFER TO DETAIL 5, SHEET L.251. QUICK COUPLING VALVE - 3/4-INCH SIZE - DOUBLE LUG KEY - LOCKING RUBBER COVER MOUNTED IN ROUND BOX - REFER TO DETAIL 6, SHEET L.251. REDUCED PRESSURE TYPE BACKFLOW PREVENTER ASSEMBLY - 2-INCH SIZE - PROVIDE FACTORY LINE-SIZE "Y" STRAINER - V.I.T. STAINLESS STEEL ENCLOSURE AND PRE-FABRICATED MOUNTING PAD - LOCATE ASSEMBLY WITHIN 10-FEET OF WATER METER - PROVIDE SHOP DRAWING FOR REVIEW AND APPROVAL OF LOCATION PRIOR TO INSTALLATION. REFER TO DETAIL 1, SHEET L.251. MASTER CONTROL VALVE - 1.5-INCH SIZE - THREADED CAST IRON BODY - EPOXY COATED - NORMALLY CLOSED- ENERGIZE TO CLOSE - MANUAL OPERATOR -LOW CURRENT 24 VAC SOLENOID - REFER TO DETAIL 2, SHEET L.251. JOHN DEERE GREENTECH *FS-150 754NMATCO* FLOW SENSOR - PVC HOUSING - 1.5-INCH SIZE WHERE NOTED ON PLAN - SPECIFIED WITH CONTROLLER ENCLOSURE ASSEMBLY NOTES THIS SHEET - REFER TO DETAIL 3, SHEET L.251. BALL VALVE - BRASS BODY - THREADED - FULL PORT - NICKEL PLATED - LINE SIZE - INSTALL WITHIN ROUND VALVE BOX - REFER TO DETAIL 7, SHEET L.251. CONTROL WIRE SLEEVING UNDER PEDESTRIAN PAVED AREAS - SCHEDULE 40 PVC - 2" MINIMUM SIZE (2" ABBREVIATED ON DRAWING AS "2SL") - REFER TO CIVIL ENGINEERING DRAWINGS FOR SLEEVING UNDER VEHICULAR PAVEMENT AND COORDINATION WITH UTILITIES. REFER TO DETAIL 9, SHEET L-251. PIPING SLEEVING UNDER PEDESTRIAN PAVED AREAS - SCHEDULE 40 PVC - 4" SIZE (ABBREVIATED ON DRAWING AS "4SL") - REFER TO CIVIL ENGINEERING DRAWINGS * PROVIDE LANDSCAPE FABRIC MODEL NUMBER 140N, AS MANUFACTURED BY MIRAFI, OR APPROVED EQUAL. TYPICAL FOR ALL ROUND AND RECTANGULAR VALVE BOX INSTALLATIONS. NOTE: SYMBOL MANUFACTURER MODEL NO. 50O4-PL-FC-SAMRAIN BIRD DESCRIPTION 4" POP-UP ROTARY SPRINKLER NOZZLE 3.OLA 4.0 3.0LA 2.0LA 1.5LA * ADJUST SPRINKLERS FOR HEAD TO HEAD COVERAGE AND FOR ADJUST RADIUS CONTROL ADJACENT TO NON-IRRIGATED AREAS. INSTALL ROTARY POP-UP SPRINKLERS PER DETAIL 3, SHEET L.252.1. MANUFACTURERSYMBOL MODEL NO. DESCRIPTION AIR/VACUUM RELIEF ASSEMBLY - THREADED - 1/2-INCH MIPT- INSTALL WITHIN ROUND VALVE BOX - INSTALL UNITS WHERE SHOWN LOCATED AT ENDS OF DRIPLINE SYSTEMS - REFER TO DETAIL 5, SHEET L.252. DRIPLINE (COPPER SHIELD SERIES) SYSTEM - PRESSURE COMPENSATING - 0.6 GPH @ 12-INCHES O.C. EMITTER SPACING - 16-INCHES TUBING ROW SPACING - 17MM (BROWN COLOR) 0.634" O.D. POLYETHYLENE TUBING WITH COMPRESSION-TYPE FITTINGS FOR ELLS, TEES, COUPLERS & PVC ADAPTERS - PROVIDE METAL HOLD DOWN STAKES EVERY 10'-O.C. - INSTALL DRIPLINE TUBING WITH 2-INCHES OF SOIL COVER - PROVIDE ONE PVC WHITE PIPE CONNECTION FOR EVERY 350LF OF DRIPLINE TUBING TO COMPLY WITH MANUFACTURER RECOMMENDED PEAK FLOW LIMITATIONS - PROVIDE COMPRESSION FITTINGS MODEL NO.: MDCFTEE = TEE, MDCFEL = ELBOW, MDCFCOUP = COUPLER, MDCF75MPT = 3/4" MALE THREADED ADAPTER, MDCFCAP = END CAP - REFER TO DETAILS 7 AND 8, SHEET L.252. RAIN BIRD INSTALL UNITS WHERE SHOWN LOCATED AT ENDS OF DRIPLINE SYSTEMS - REFER TO DETAIL 6, SHEET L.252. DRIPLINE FLUSH OUT ASSEMBLY - SCHEDULE 40 PVC FULL PORT BALL VALVE AND PVC FLEX HOSE TUBING INSTALLED WITHIN ROUND VALVE BOX - ADAPT TO INSTALL DRIPLINE TUBING AS REQUIRED - DRIP IRRIGATION EMISSION OUTLET EMITTER - PRESSURE COMPENSATING - BARB INLET - 1.0 GPH (BLACK COLOR CODE) - PROVIDE 1/4" (0.25" O.D.) PVC EXTENSION TUBING WITH BARB COUPLER FITTING(S) AS REQUIRED CONNECTED TO DRIPLINE TUBING SYSTEM LISTED ABOVE - INSTALL EMITTERS FOR VINES PER DRIP NOTES ON SHEET L-701, AND PER DETAILS 9 & 10, SHEET L.252. INDICATES FLOW IN GPM FOR ELECTRIC CONTROL VALVE. INDICATES IRRIGATION SPRINKLER CONTROLLER STATION NUMBER. INDICATES DRIPLINE TUBING LENGTH - FOR BID PURPOSES ONLY. INDICATES PRECIPITATION RATE. INDICATES SOLAR POWER SOLENOID INSTALLATION FOR OPERATION INDICATES ELECTRIC CONTROL VALVE SIZE. *RAIN BIRD XCZ-PRB-100COM XCZ-075-PRF DRIP VALVE STATION: DRIP ELECTRIC CONTROL VALVE ASSEMBLY 1-INCH SIZE - W/ PRESSURE REGULATING BASKET FILTER (200 POLY MESH /40 PSI SETTING) FOR FLOWS 5 GPM AND GREATER - USE 3/4" SIZE DRIP ELECTRIC CONTROL VALVE ASSEMBLY FOR FLOWS UNDER 4 GPM - REFER TO DETAIL 10, SHEET L.251. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD INDICATES VINE LOCATION, TYP. XFS-06-12 (TUBING) EASYFIT (FITTINGS) TDS-050 (STAKE) XB10PC 9EMITTER) XQ-100 (TUBING) XBF1CONN (BARB) S TUBING-1140LF 12 0.7 1" A3 1. 2. 3. 4. ARV050 NOTE: DRIPLINE AREAS ARE DIAGRAMMATICALLY SHOWN WITH RANDOM ALTERNATING HATCHING TO GRAPHICALLY DELINEATE VALVE STATION AREA SEPARATIONS. REFER TO DRIP NOTES SHEET L2.00B, AND DETAILS 7 & 8, SHEET L2.52. LOCATE POP-UP SPRINKLERS ON OPPOSING SIDES OF TREE/PALM TRUNK - POP-UPS INCLUDE 0.25 GPM RATED FLOOD BUBBLERS AND PCS-025 (PINK COLOR CODED) REDUCTION SCREEN INSTALLED IN LIEU OF CONVENTIONAL SCREEN - PROVIDE PVC PIPING AS REQUIRED TO CONNECT EACH TREE TO THE NEAREST ASSIGNED VALVE STATION - INSTALL POP-UP SPRINKLERS PER DETAIL 2 AND TREE IRRIGATION LAYOUT DETAIL 4, SHEET L.252. TREE SYSTEM - INDICATES CONNECTION TO ASSIGNED TREE - SCHEDULE 40 PVC - 3/4" MINIMUM SIZE & OTHER SIZES AS NOTED - PROVIDE FOUR (4) POP-UP SPRINKLERS PER BOX TREE AND PALM TREE - RAIN BIRD RAIN BIRD RAIN BIRD 1804-SAM 5Q-B PCS-025 27 Q 50O4-PL-PC-SAM 50O4-PL-PC-SAM 50O4-PL-PC-SAM 50O4-PL-PC-SAM 24 24 24 24 24'30 FULL CIRCLE 24'30 PART CIRCLE 24'30 PART CIRCLE 24'30 PART CIRCLE 24'30 PART CIRCLE F T 3Q 0.3550O4-PL-FC-SAM 3OT 25F 30T 1.5LA 1.0LA 24 Q 50O4-PL-PC-SAM 50O4-PL-PC-SAM 50O4-PL-PC-SAM 20 20 20 20 20' 1.38 30 FULL CIRCLE 20' 2.15 30 PART CIRCLE 20' 0.88 30 PART CIRCLE 20' 0.92 30 PART CIRCLE 20' 1.38 30 PART CIRCLE F T 3Q 0.3550O4-PL-FC-SAM 1.5LA 35T 1.5LA 1.0LA 25Q 24 Q 50O4-PL-PC-SAM 50O4-PL-PC-SAM 50O4-PL-PC-SAM 50O4-PL-PC-SAM 50O4-PL-PC-SAM 18 18 18 18 18' 1.21 30 FULL CIRCLE 18' 1.77 30 PART CIRCLE 18' 0.88 30 PART CIRCLE 18' 0.92 30 PART CIRCLE 18' 1.21 30 PART CIRCLE F T 3Q 0.3550O4-PL-FC-SAM 25T 2.0LA 25T 1.0LA 25Q 18 Q 50O4-PL-PC-SAM 50O4-PL-PC-SAM 50O4-PL-PC-SAM 50O4-PL-PC-SAM 0.7 2.15 3.34 0.92 1.38 2.15 0.7 0.7 0.7 ** INSTALL RAIN BIRD MODEL NO. TSJ-12075 (3/4") PRE-ASSEMBLED STANDARD SWING JOINTS ON ROTOR SPRINKLERS. * 570-6PRX-COM 570-6PRX-COM 570-6PRX-COM 570-6PRX-COM 570-6PRX-COM 570-6PRX-COM 570-6PRX-COM 570-6PRX-COM 570-6PRX-COM 570-6PRX-COM 570-6PRX-COM S2 FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW PREVENTER ASSEMBLY WITH ANGLED UNION CONNECTIONS AND BALL VALVES - 3/4-INCH SIZE - PROVIDE FACTORY LINE-SIZE "Y" STRAINER - LOCATE ASSEMBLY WITHIN PLANTING AREA AS APPROVED BY LANDSCAPE ARCHITECT - REFER TO DETAIL 1, SHEET L.251, EXCEPT DOES NOT REQUIRE SECURITY ENCLOSURE. RP 650A (3/4") CONNECTION TO DRIPLINE, TYP. C-3897-C APPROVAL RECOMMENDED: MUNICIPAL OPERATIONS DATE: MARK HARMON DEPARTMENT DIRECTOR ~ It~ "' J x<C GENERAL IRRIGATION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. IRRIGATION CONTROLLER NOTE: ROTOR SPRINKLER LEGEND: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPRINKLER LEGEND: 0 0 0 0 0 0 0 0 0 0 I) I) l 1 l 1 11 J_ 1 1 1 1 I EQUIPMENT LEGEND: • () s llil II] ... IA) Ill] [gl - ---. [ _______ ] [ • : • . I [L C ~ :: ] L [=~~==::=] r-I ' J I ' ' ' __ i _______ [ ----------------- CONTROL VALVE CALLOUT LEGEND: IRRIGATION SYSTEM DESCRIPTION: -----------------------------------1...-====::.L._ ______ _J Rabben/Herman ....... _ \, a.~-~-~!!! -.. iiii,_ ~ iii!iinin Q):-·: Z ~:! 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PACKAGE 3 TITLE: SHEET: DATE: DRAWN BY: JOB NO.: R/Hdo 2009.14 REVISIONS DATE CITY PROJECT NO. 1/28/14 CONSTRUCTION DOCUMENTS Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com C-3897 1/28/14Permit Set Submittal L.200B AREA 1 AND DATA IRRIGATION NOTES 1. PROVIDE SOIL SPECIFICATIONS IF IMPORTING SOIL OR PROVIDE AGRONOMIC SOIL ANALYSIS IF USING ON SITE SOIL. THE SOIL INFORMATION MUST INCLUDE: SOIL TEXTURE (% OF ORGANIC MATTER), INFILTRATION RATE (OR ESTIMATED RANGE), PH & TOTAL SOLUBLE SALTS, INDICATE IF MULCH, SOIL AMENDMENTS OR OTHER MATERIAL WILL BE USED OR REQUIRED. 1. AT A MINIMUM, AUDITS SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA LANDSCAPE AUDITOR HANDBOOK. 2. AUDITS SHALL BE CONDUCTED BY A STATE CERTIFIED LANDSCAPE IRRIGATION AUDITOR AT LEAST ONCE EVERY FIVE YEARS AND SUBMITTED TO THE LOCAL WATER PURVEYOR. 3. HISTORICAL IRRIGATION SCHEDULING DOCUMENTING THE USE OF DAILY WEATHER SCHEDULING INFORMATION, AS RECORDED WITH THE CITY'S COMPUTER CENTRAL CONTROL SYSTEM, SHALL BE SUBMITTED IN LIEU OF IRRIGATION AUDIT TO VALIDATE AND VERIFY THAT THE IRRIGATION SYSTEM IS OPERATING AT OPTIMUM PERFORMANCE AS ORIGINALLY DESIGNED AND INSTALLED. 1. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESETTING REPLENISHING MULCH; FERTILIZING; PRUNING; AND WEEDING IN ALL LANDSCAPE AREAS. 2. WHENEVER POSSIBLE, REPAIR OF THE IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENT SPECIFICATION. ETo REPLACEMENT VALUES FOR IRVINE: JAN. FEB. MAR. APRIL MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. TOTAL YEAR 2.2 2.65 3.66 4.49 4.64 5.43 6.22 6.10 4.72 3.66 2.48 1.95 = 48.2 IN. DAILY ETo VALUES (FOR 6-DAY WEEK): JAN. FEB. MAR. APRIL MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. .083 .110 .138 .175 .175 .211 .234 .230 .183 .138 .096 .073 MONTHLY PERCENTAGE (OF TOTAL YEAR): JAN. FEB. MAR. APRIL MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. 4.6 5.5 7.6 9.3 9.6 11.3 12.9 12.6 9.8 7.6 5.1 4.1 (100%) MONTHLY PERCENTAGE (OF PEAK JULY): JAN. FEB. MAR. APRIL MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. .354 .426 .588 .722 .745 .873 1.0 .98 .756 .588 .398 .313 1. 2. 3. 4. 5. 6. 7. 8. 9. PROVIDE DRIPLINE EMITTER TUBING SYSTEM FOR PLANTING AREAS AS SHOWN ON DRAWINGS. DRIPLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY. INSTALL DRIPLINE TUBING AND NON-PRESSURE LATERAL LEAD LINE PIPING IN LANDSCAPE AREAS AND ADJACENT TO SELECTED PLANT MATERIAL AS SHOWN IN DETAILS. DRIPLINE TUBING, AS SHOWN DIAGRAMMATICALLY ON PLANS WITH THE VARIOUS HATCHES INDICATING SEPARATION FROM STATION ASSIGNMENT, CONNECTS TO THE NON-PRESSURE LATERAL LEAD LINE FROM THE ECV AND PRESSURE REGULATOR SERVING THE DESIGNATED DRIP AREA. DRIPLINE VALVE STATION CALLOUTS INDICATE THE APPROXIMATE LENGTH OF DRIPLINE TUBING ASSIGNED TO EACH VALVE STATION AND IS PROVIDED FOR ESTIMATE PURPOSES ONLY. CONTRACTOR SHALL PROVIDE AND INSTALL THE REQUIRED AMOUNT OF DRIPLINE TUBING AS REQUIRED TO PROPERLY IRRIGATION ASSIGNED LANDSCAPE AREAS WITH THE EMITTER SPACING AND DRIPLINE TUBING ROW SPACING AS INDICATED IN THE EQUIPMENT LEGEND ON SHEET L-200A. REFER TO PLANTING LEGEND FOR PLANT MATERIAL NAMES, ABBREVIATIONS, SPECIFIC SIZES, ON-CENTER SPACING, AND ADDITIONAL INFORMATION. DO NOT INSTALL DRIPLINE TUBING UNDER PAVED SURFACES. CONNECT DRIPLINE TUBING TO SCHEDULE 40 PVC LATERAL LINE PIPING FOR ROUTING UNDER PAVEMENT AND SCHEDULE 80 PVC PIPING ROUTING THROUGH PLANTER WALLS. ADAPT DRIPLINE TUBING TO PVC PIPING AS REQUIRED WITH COMPRESSION ADAPTER FITTINGS. CONNECT DRIPLINE PIPING TO PRESSURE REGULATOR UNITS WITH SCHEDULE 40 PVC MALE ADAPTER FITTINGS AND COMPRESSION ADAPTER FITTINGS. PROVIDE COMPRESSION SERIES FITTINGS FOR TUBING TO TUBING CONNECTIONS AND CONNECTIONS TO PVC PIPING AS INDICATED IN THE EQUIPMENT LEGEND ON SHEET L-200A. PROVIDE ONE (1) EMISSION OUTLET EMITTER TO EVERY VINE SPACED AT 6-INCHES CLEAR FROM STEM. CONNECT DRIP EMITTERS AND PVC DISTRIBUTION TUBING TO DRIPLINE TUBING WITH BARBED ADAPTERS AT LOCATION WHERE REQUIRED. ~ < .. "-law "'J XU: IRRIGATION DRIP NOTES: PRESSURE LOSS CALCULATION: WATER METER NUMBER: HYDRAULIC GRADE LINE: ELEVATION DIFFERENCE: LARGEST STATION: SYSTEM 11A11 ZONE 1 (160') 152' ELECTRIC CONTROL VALVE (ECV): AS ECV DEMAND: GPM 28 ECV ELEVATION: 7' SIZE DESCRIPTION 2" WATER SERVICE LINE 2" WATER METER 2" BACKFLOW PREVENTER 1.5" MASTER CONTROL VALVE 1.5" FLOW METER 2" GATE VALVE 1.5" GATE VALVE WATER METER SIZE: WATER METER ELEVATION: STATIC PRESSURE (PSI): ELECTRIC CONTROL VALVE SIZE: TOTAL METER GPM DEMAND: STATIC PRESSURE AT ECV: 2" 140 FEET OF MAIN LINE(IYPECLASS315) 1.5" 000 FEET OF MAIN LINE (IYPE SCHEDULE 40) 1.5" ELECTRIC CONTROL VALVE LATERAL LINE LOSS 20% FlmNG LOSS ELEVATION GAIN TOTAL SYSTEM PRESSURE LOSS{SUM OF#l-#13) PRESSURE REQUIRED AT SPRINKLER TOTAL PRESSURE REQUIRED (#14+15) SYSTEM WATER PRESSURE RESIDUAL PRESSURE (#17-#16) PRESSURE LOSS CALCULATION: WATER METER NUMBER: HYDRAULIC GRADE LINE: ELEVATION DIFFERENCE: LARGEST STATION: SYSTEM "2A" ZONE I (160') 152' ELECTRIC CONTROL VALVE (ECV): 2A25 ECV DEMAND: GPM 35 ECVELEVATION: 7' SIZE DESCRIPTION WATER SERVICE LINE WATER METER BACKFLOW PREVENTER MASTER CONTROL VALVE FLOW METER GATE VALVE GATE VALVE WATER METER SIZE: WATER METER ELEVATION: STATIC PRESSURE (PSI): ELECTRIC CONTROL VALVE SIZE: TOTAL METER GPM DEMAND: STATIC PRESSURE AT ECV: 2" 2" 2" 1.5" 1.511 2" 1.511 3" 2" 1.5" 640 FEET OF MAIN LINE (IYPE CIASS 315) 10 FEET OF MAIN LINE (IYPE CIASS 315) ELECTRIC CONTROL VALVE LATERAL LINE LOSS 20% FlmNG LOSS ELEVATION GAIN TOTAL SYSTEM PRESSURE LOSS{SUM OF#l-#13) PRESSURE REQUIRED AT SPRINKLER TOTAL PRESSURE REQUIRED (#14+15) SYSTEM WATER PRESSURE RESIDUAL PRESSURE (#17-#16) NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2-INCH 8' 65 1.5" 50 65 LOSS (PSI) 1.0 2.0 14.0 2.0 1.0 1.0 1.0 2.0 3.0 4.0 1.0 32 30 62 65 3 2-INCH 8' 65 1.5" 50 65 LOSS (PSI) 1.0 2.0 14.0 2.0 1.0 1.0 1.0 1.0 1.0 4.0 4.0 1.0 33 30 63 65 2 WATER ALLOWANCE (MAWA & EAWU) CALCULATIONS: MAWA ■ MAXIMUM APPLIED WATER ALLOWANCE (GALLONS PER YEAR) MAWA = EToX 0. 7 XLAX0.62 =TOTAL GALLONS (PER YEAR) MAXIMUM APPLIED WATERALlOWANCE (MAWA) FORMULA VALUES: ETo = 48.2 "/YR AS REFERENCE EVAPOTRANSPIRATION FOR THE CITY OF IRVINE, CA 0. 7 = ET ADJUSTMENT FACTOR PER AB1881 WATER CONSERVATION ORDINANCE 1.0 • SPECIAL LANDSCAPE AREA (SIA) ET ADJUSTMENT ALLOWED FOR RECREATIONAL TURF IA= TOTAL PROJECT IRRIGATED AREA LISTED AS SF (AND AS ACRES) 0.62 = CONVERSION FACTOR (fO GALLONS PER SF) {7.48 GALLONS= 1 CUBIC FOOl] I SYSTEM 'B' PROJECT MAWA = 1,093,740 GAL/YR. (1,462 HUNDRED CUBIC FEET) OR BILLING UNITS SYSTEM 'B' CALCULATIONS SHOWN® 52,285 S.F. (1.2 ACRES): STANDARD LANDSCAPE AREA-52,285 SF@ 0. 7 ETVAWE: MAWA ■ 48.2" X 0. 7 X52,285 SFX 0.62 ■ 1,093,740 GAL/YR. (1,462 HUNDRED CUBIC FEET) SPECIAL IANDSCAPEAREA(SIA)-0 SF@ 1.0 ET VALUE: MAWA = 48.2" X 1.0 X 00,000 SFX 0.62 = 000,000 GAL/YR. (0,000 HUNDRED CUBIC FEET) STANDARD IANDSCAPEAREA = 1,093,740 GAL/YR. (1,462 HUNDRED CUBIC FEET) SPECIAL IANDSCAPEAREA = 000,000 GAL/YR. (000,000 CUBIC FEET) ESTIMATED APPLIED WATER USAGE (EAWU) FORMULA & VALUES: EAWU = ESTIMATED TOTAL WATER USE EAWU = EToXPFX HAX0.62 =TOTAL GALLONS(PERYEAR) IE EAWU = SUM OF SPECIFIC SHRUB AREA AND TREE WATER USE ESTIMATES ETo ■ 48.2 "/YR AS REFERENCE EVAPOTRANSPIRATION FOR THE cnv OF IRVINE, CA PF ■ PIANT FACTOR (LOW SHRUBS■ 0.3, MODERATE SHRUBS■ 0.5, MODERATE TREES■ 0.5) HA• HYDROZONEAREA (SPECIFIC TO SHRUB IANDSCAPEAREAS, NON-RECREATIONAL TURF LISTED AS SPECIAL LANDSCAPE AREAS {SIA). TREE AREAS ARE@ 25 SQ.FT. EACH TREE IE = IRRIGATION EFFICIENCY OF DELIVERY METHOD: OSCILLATING SPRAY SPRINKLERS= 0.75, BUBBLERS = 0.85, ROTARY NOZZLES= 0.8, ANNUAL WATER USE CALCULATIONS: WATER METER -SYSTEM 'B' TOTAL LANDSCAPE IRRIGATION AREA= 52,285 SF NEW LANDSCAPE AREAS: EXISTING LANDSCAPE AREAS: LANDSCAPE AREAS: SHRUB AREAS■ 52,285 SF TREE AREAS■ 1,675 SF SHRUB (SPRAY)= 23,285 SF = 48.2 X 0.3 X 23,285 X 0.62 = 278,340 GAL/YR 0.75 SHRUB (SPRAY) = 29,000 SF = 48.2X0.5 X29,000 X 0.62 = 577,757 GAL/YR 0.75 TREES (67) = 1,675 SF ■ 48.2 X 0.5X 1,675X 0.62 ■ 29,445 GAL/YR 0.85 NEW SHRUB AREA WATER USE= 278,340 GAL/YR EXISTING SHRUB AREA WATER USE■ 577,757 GAL/YR TREE AREA WATER USE = 29,445 GAL/YR ------ TOTALSYSTEM WATER USE = 885,542 GAL/YR (1,183 BILLING UNITS) EAWU ■ 81 % OF MAWA SYSTEM 'B' MAWA = l,093,740GAI./YR.(1,462BILLINGUNITS) (IE= 0. 75) OE=0.75) OE=0.85) IRRIGATION SCHEDULING DATA: THE FOLLOWING, BASED ON HISTORICAL DATA, IS FOR REFERENCE ONLY. PERFORMANCE VALUES ARE ACCURATE FOR CONTROLLER PROGRAMMING. ACTUAL WATERING TIMES MUST BE ADJUSTED FOR SOIL TYPE, EXPOSURE, MATURnYOF PIANT MATERIAL AND SEASONAL WEATHER CONDITIONS. SYSTEM DATA REFERENCE INFORMATION: SYSTEM DESIGN RATE OF APPLICATION: HISTORIC SEASONAL ETo: PEAK MONTHLYETo (JULY): PEAK DAYETo QULY) REQUIREMENT: PEAK WEEK Ero QULY) REQUIREMENT: PER DAYETo (1 WEEK OFTIMEWITHIN 6 DAYS OF JULY): IRRIGATION SYSTEM EFFICIENCY RATING (IE) -SPRAY {OSCILLATING): IRRIGATION SYSTEM EFFICIENCY RATING {IE)-BUBBLER: SPRINKLER PRECIPITATION RATE -TORO 'PRECISION' SERIES SPRAY: SPRINKLER PRECIPITATION RATE-STREAM BUBBLER: -SHRUB WATER-USE PIANT FACTOR -0.3 (LOW): • TREE WATER-USE PIANT FACTOR -0.5 (MODERATE): EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) LANDSCAPE COEFFICIENT -SHRUB SPRAY [PIANT WATER-USE/IE (.3/. 75)]: LANDSCAPE COEFFICIENT· TREE BUBBLER [PIANTWATER-USE/IE (.5/.85)]: ADJUSTED SHRUB SPRAY PEAK (JULY) WEEK Ero: ADJUSTED TREE BUBBLER PEAKQULY) WEEK Ero: PEAK CONTROLLER SCHEDULING· PER WEEK TIMES QULY): SHRUB SPRAY SPRINKLER RUN TIME@ 1.0 PRECIP RATE: TREE BUBBLER SPRINKLER RUNTIME@ 1.5 PRECIP RATE: 0.11"/DAY 0.12"/DAY AS A GENERAL RULE OF THUMB, WINTER IRRIGATION TIMES ARE APPROXIMATELY 30% OF PEAK SUMMER TIMES. SPRING AND FALL GENERALLY REDUCE TO ABOUT 70% OF PEAK SUMMER SCHEDULE. REFER TO MONTHLY WEATHER DATA BELOW. WATER SCHEDULE DATA PROVIDED IS FOR REFERENCE ONLY FOR OVERVIEW OF LANDSCAPE AND IRRIGATION SYSTEM. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF WEATHER FOR HIS 90-DAY MAINTENANCE PERIOD TO OWNER. IRRIGATION MAINTENANCE SCHEDULE: IRRIGATION AUDIT SCHEDULE: SOIL SPECIFICATION/ ANALYSIS SAMPLE: 1.5"/WEEK(PEAK) 48.2' /YR 6.22' /MO. 0.2"/DAY 1.4"/WK 0.23' /DAY 0.75 (75%) 0.85 (85%) 1.0"/HR. 1.5"/HR. 0.56 0.59 0.78"/WK 0.83"/WK 47 MINUTES/WEEK 55 MINUTES/WEEK -----------------------------------------------------------------------------------------------------------------------------------------.. Rabben/Herman ID CL • \ .,.___ ______ - 0 ~~-"- ·-u 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTIRUCTION DOCUMENTS 11/20/12 90% CONSTIRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PACKAGE 3 IRRIGATION POINT-OF-CONNECTION NOTE -SYSTEM "A": IRRIGATION POINT-OF-CONNECTION -CONNECT TO NEW 2" DOMESTIC WATER METER FOR IRRIGATION SUPPLY. WATER SERVICE CONNECTED TO DOMESTIC WATER ZONE 1 (160' HGL). CONTRACTOR TO ARRANGE WATER METER WITH THE CITY OF NEWPORT BEACH WATER DEPARTMENT AND PAY ALL COSTS FOR NEW WATER METER ACCOUNT. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND ACTUAL LOCATION. PEAK IRRIGATION DEMAND: SYSTEM DESIGN PRESSURE: EXISTING WATER PRESSURE (STATIC): WATER METER ELEVATION: 8' PROVIDE SPARE WIRES AT ECV. 7 A10 0.4 1 " 12 A9 1.5 1'' 28 1.6 24 0.7 PROVIDE SPARE WIRES AT ECV. 41 2A43 0.7 1.5" 37 1.6 29 2A40 0.4 1.5" 5 2A38 0. 7 1" 2A41 1.5" !!... I 13 0.7 I-db c{db ~" . . 50G.P.M. 65 P.S.I. 68 P.S.I. A3 db -), g 0.7 -- " 8 l.5 -- a} ~ ~ +-Ji!-~ 12' 60' NOTES: SPARE WIRE NOTE: PROVIDE TWO SPARE WIRES AND ONE SPARE COMMON WIRE CONTINUOUSLY FROM AUTOMATIC CONTROLLER TO LAST ELECTRIC CONTROL VALVE BOX, FOLLOWING MAIN LINE ROUTE. ALLOW 30-INCH EXPANSION LOOP AT EACH CONTROL VALVE ALONG MAIN LINE ROUTING. THE LOCATIONS FOR SPARE WIRES ARE IDENTIFIED ON DRAWING WITH THE WORDS "PROVIDE SPARE WIRES AT ECV". 1. REFER TO SHEETS L-200A AND L-200B FOR IRRIGATION LEGEND AND NOTES. 2. REFER TO SHEETS L-250 AND L-251 FOR IRRIGATION DETAILS. KEY PLAN I 111111111111111 ,, \ I '-, - db + db ~ ~ _JL + db 55' 35' .. . IRRIGATION SYSTEM 'A' CONTROLLER NOTE: LOCATION OF NEW IRRIGATION CONTROLLERS 'A' AND '2A' MOUNTED WITHIN SECURITY ENCLOSURE AT THIS LOCATION. REFER TO CONTROLLER NOTES FOR COORDINATION WITH NEW ELECTRICAL POWER SUPPLY FROM HOUSE PANEL. REFER TO SHEET L-2.00 FOR CONTROLLER ORDERING SPECIFICATION. DRIPP EMITTER SYSTEM LAYOUT NOTE: DRIP EMITTER IRRIGATION WITHIN PARKING AREAS SHALL INCLUDE THE MULCH AREA AS PART OF THE STATION AREA OF COVERAGE. TYPICAL ALL STATIONS. 10 A22 0.7 I I I I I I I 1 A25 26 1. 5" 1.6 g 0.7 11 0. 1.5 n I I 10 C } l/ • I ,17;-~ -' 1'' I ·I I-JL PROVIDE SPARE WIRES AT ECV. 0 0 ·: IRRIGATION SYSTEM ' TU BOUT NOTE: PROVIDE FOUR (4) CONTROL WIRES, ONE COMMON WIRE AND ONE SPARE WIRE HERE AT SHUT-OFF VALVE FOR FUTURE CONTINUATION TO MEDIAN PLANTING AREAS. COVER 3-FOOT COIL OF WIRES WITHIN RECTANGULAR VALVE BOX OVER SHUT-OFF VALVE AND NOTE LOCATION ON AS-BUILT RECORD DRAWINGS. 0 10 20 0 m 40 SCALE 1 "= 20'-0" 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com NOTICE These Record Documents have been prepared based on information provided by others. The Consultant has not verified the accuracy and/or completeness of this infonnation and shall not be responsible for any errors or omissions that may be incorporated as a result of erroneous information provided by others. I I I \ I _jL_ ,._; ' I Q) ...c u (1._ 0 Q) ' al I \ t I 0 0 Q_ • ~ I C: Q) z • I ~ \ CD I I REVISIONS DATE 50% DESIGN DEVLOPMENT 3/30/12 DESIGN DEVELOPMENT JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 01/12/2009 CITY PROJECT NO. #-#### TITLE: IRRIGATION PLAN AREA 1 AS-BUILT SHEET: L.201 LO .... 0 N <::I" .... c:: LI.I ca 2: LI.I u LI.I C (!l z -~ c:: C C c:: 0 u LI.I c:: J I I /_ I I I I I l- 1~ I- I 2A20 SPARE WIRE NOTE: IRRIGATION SYSTEM '2A' STU BOUT NOTE: PROVIDE TWO (2) CONTROL WIRES FOR EXISTING CONTROL VALVES, ASSIGNED AS '2A18' AND '2A19', SERVING LANDSCAPE AREAS AT THE NORTH END OF 19TH STREET ADJACENT TO THE DOCK ACCESS. CONTRACT TO INCLUDE IN HIS BASE BID PROVIDING AND INSTALLING LATERAL LINE PIPING AS REQUIRED TO CONNECT/REPAIR AUTOMATIC OPERATION OF EXISTING SPRINKLERS SERVED BY THESE 2 VALVE STATIONS. NOTE LOCATION ON AS-BUILT RECORD DRAWINGS. 2A21 1'' 7 1.5 2A22 6 1 " . . . 0.7 2A23 9 1.5 PROVIDE SPARE WIRES AT ECV. 3· 0 . .7 PROVIDE TWO SPARE WIRES AND ONE SPARE COMMON WIRE CONTINUOUSLY FROM AUTOMATIC CONTROLLER TO LAST ELECTRIC CONTROL VALVE BOX, FOLLOWING MAIN LINE ROUTE. ALLOW 30-INCH EXPANSION LOOP AT EACH CONTROL VALVE ALONG MAIN LINE ROUTING. THE LOCATIONS FOR SPARE WIRES ARE IDENTIFIED ON DRAWING WITH THE WORDS "PROVIDE SPARE WIRES AT ECV". KEY PLAN --)111 12 0.7 2A2 1 " 6 0.7 3 1.5 IRRIGATION MAIN LINE PIPING INSTALLATION NOTE: INSTALL SCHEDULE 80 PVC PIPING AS MAIN LINE WHERE INSTALLED WITHIN THE SAND AREA. INSTALL CONTROL WIRES WITHIN 1-INCH MINIMUM SIZE SCHEDULE 40 PVC CONDUIT ALONG SIDE OF PRESSURE MAIN LINE PIPING BURIED AT A MINIMUM OF 36-INCHES DEEP. TYPICAL. ·,;--_ ·---_,__ I , ' ____ .. , ' ·-\ 11 I . . . \_ \ 6 2A27· I r • ,I 2A17 1'' 2A16 1 " 11 0.71 D II I I I I I I I I 20' I '•/ r / . •'"'· -----~--p RO VI DE SPARE • WIRES AT ECV .• . 11 2A44 ' - , 'ifORK Jt!MI ~INE _n_ 2A3 4 1.5 I -------.- 2A4 32 1. 5" 0.35 7 ' 7 l.5 2A28 ----• -• 14 0 ____ .- 1.6 2 _n_ 2'--' 2 37 2A34 2' __ _, -WEST BALBOA BOULEVARD 0.7 1.5" 37 2A35 ---' 7 T 7 T 0.7 I { ~\ • 0° 0 0 O O 0 O O o _L o (1~ : )f==========:'.:::==========================1=================='0=================================::1\~/~ ' 5 L --1 L _J_ --1 L _L --1 L 1-,--1L --1 L --1L --1 L _.l_ _J L _.l_ --1 L --1 ~""'~-,-.--1' : IRRIGATION SYSTEM '2A' STUBOUT NOTE: ( -i : -----SPARE WIRE HERE AT SHUT-OFF VALVE FOR FUTURE CONTINUATION 9-----1--./-'f,ErMIEl)fAN PLANTINft AREAS. COVt:R 3-FOOT COil OF '.VIRES WIT·-...+- RECTANGULAR VALVE BOX OVER SHUT-OFF VALVE AND NOTE -----LOCATION ON AS-BUILT RECORD DRAWINGS. NOTES: 1. REFER 2. REFER TO SHEETS L-200A AND L-200B FOR IRRIGATION LEGEND TO SHEETS L-250 AND L-251 FOR IRRIGATION DETAILS. AND NOTES. ---- 100' 2A37 1" 2A36 37 1. 5" 1.5 5 1.5 0 PROVIDE SPARE WIRES AT ECV. 1'' 1.5 m 10 20 40 SCALE 1 "= 20'-0" Rabben/Her:man COJC8l~!COu1 Omf[C@ Landscape Arctiite~ Master Planning Urllan Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com NOTICE These Record Documents have been prepared based on information provided by others. The Consultant has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated as a result of erroneous information provided by others. I \ I _jL ~ [} (1._ ' ( ) REVISIONS 50% DESIGN DEVLOPMENT .c u 0 Q) ca t: 0 Q. ~ z -0 ~ ·-u DATE 3/30/12 DESIGN DEVELOPMENT LO -------------~ JOB NO.: 2009.14 N ------------<:j-. DRAWN BY: R/Hdo .-, ---------,-,-,-,-,--,-,---c::: DATE: 01 / 12 / 2009 LL.I ______________ cc CITY PROJECT NO. #-#### 2 -------------~ TITLE: LL.I IRRIGATION PLAN AREA2 AS-BUILT C (!I z ! ------------g; SHEET: L2.02 C c::: 0 (.) LL.I -----------c::: ,c Shrub Legend 1. 2. 3. 4. 5. 6. Label AB AC AD ~ AG @ AJ AL AM AP AS BB BG DE DR DS FB FG Fl GP KF KT LC MR NP PS PV RC RO RB @ SB SL SG SR TL WF LLB DTY CFR CMF" GENERAL PLANTING NOTES: For additional planting information not mentioned in these general planting notes, refer to specifications Sections 32 9113 Soil Preparation, 32 9353 Palm Tree Planting and 32 9300 Trees Shrubs and Groundcover. Be responsible to consult with site superintendent, appropriate agencies, and Drawings for verifying locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage of said utilities if proper verification by Contractor was not performed. Do not willfully proceed with planting operations when it is obvious that unknown obstructions and grade differences exist that may not have been known the during design process. Bring such conditions immediately to attention of Owner's Authorized Representative for resolution. Assume full responsibility for costs incurred and required modifications due to lack of providing such notification. Be responsible for coordinating other contractors work related to proper execution of Contractor's Work. Obtain a letter of final grade certification from Owner prior to beginning planting operations certifying that rough grades are within 1/ 10th of an inch from specified finish grades. Ensure that finish grade elevations of planting areas are set at proper elevations relative to paving finish surface elevations, utility covers, and curbs. Existing site soil may be used for planting areas and berms, however, it will need to be amended as indicated in Section 32 9113 -Soil Preparation. Should import soil be necessary to bring site to specified finish grades, indicate source location. Ensure that import soil is of a sandy loam nature, containing no toxic chemicals or elements that might inhibit or retard normal plant growth. Submit soil test results of import soil to Owner's Authorized Representative for approval prior to delivering soil to site. 7. Trees may be initially tagged by Owner's Authorized Representative at a nursery selected by Owner's Authorized Representative, or if deemed acceptable by Owner's Authorized Representative, Contractor's choice. If trees are to be tagged by Contractor in-lieu of Owner's Authorized Representative, ensure that trees of a similar species and variety have matching form unless indicated otherwise on Drawings. Latin Name Common Name Spacing Height Aloe 'Blue Elf Blue Elf Aloe 16" o.c 12" Arctostaphlyos 'Wood's Compact' Wood's Compact Manzanita 36" o.c 6" Agave desmetiana 'Variegata' Variegated Smooth Agave 54" o.c 36" Aloe striata 'Ghost' Ghost Aloe 24" o.c 24" Aeonium 'Jolly Green' Jolly Green Aeonium 18" o.c 12" Aloe rudicoppe 'Little Gem' Little Gem Aloe 16" o.c 12" Arctostaphylos Pacific Mist Pacific Mist Manzanita 48" o.c 24" Agrostis pallens San Diego Bent Grass 12" o.c 12" Anigozanthus 'Orange Cross' Kangaroo Paw 24" o.c 24" Bothriochloa barbinoides Cane Bluestem 30" o.c 36" Bouteloua gracilis Blue Grama 18" o.c 12" Dudleya edulis San Diego Dudleya 15" o.c 12" Dianella revoluta 'Little Rev' Little Rev Flax Lily 24" o.c 24" Distichlis spicata Salt Grass 9" o.c 12" Festuca 'Siskiyou Blue' Siskiyou Blue Fescue 12" o.c 18" Festuca glauca 'Elijah Blue' Blue Fescue 12" o.c 10" Festuca idahoensis Idaho Fescue 24" o.c 18" Grevillea 'Pink Midget' Pink Midget Grevillea 24" o.c 12" Kalanchoe 'Fantastic' Variegated Paddle Plant 12" o.c 12" Kalanchoe thyrsiflora 'Silver Platte~ Silver Platter Paddle Plant 12" o.c 12" Lomandra confertifolia 'Seascape' Seascape Mat Rush 18" o.c 18" Muhlenbergia rigens Deer Grass 36" o.c 48" Nassella pulchra Purple Needlegrass 24" o.c 12" Pennisetum setaceum 'Sterile Green' Sterile Green Fountain Grass 36" o.c 24" Pyracantha koidzumii 'Victory Victory Pyracantha 48" o.c 84" Rhamnus californica Coffeeberry 48" o.c 48" Rosmarinus officinalis 'Benenden Blue' Blue Rosemary 30" o.c 30" Rosmarinus officinalis 'Barbeque' BBQ Rosemary 30" o.c 30" Salvia 'Bee's Bliss' Bee's Bliss Sage 24" o.c 24" Salvia leucantha 'Santa Barbara' Santa Barbara Sage 36" o.c 30" Stipa giganteum Giant Needle Grass 36" o.c 24" Sedum Rupestre 'Angelina' Golden Sedum 6" o.c 9" Trichostema lanatum Woolly Blue Curls 36" o.c 36" Westringia fruticosa 'Morning Light' Coast Rosemary 42" o.c 42" Lomandra longifolia 'Breeze' Dwarf Mat Rush 18" o.c. 24" Dianella tasmanica 'Yellow Stripe' Gold Stripe Flax Lily 24" o.c 24" Cyrtomium falcatum 'Rochfordianum' Holly Fern 18" o.c 18" Clivia miniata 'French Hybrid' Bush Lily 18" o.c. 18" Note: The medium to low water use plants listed are identified based on Bob Perry's book, LandscaQe Plants for California Gardens. Within the coastal climate they will be irrigated as low water use plants. Some areas of Turf will be replaced with a lower water use native grass particularly in the area of the bioswale. These grasses will also be irrigated as low water use plants. 8. Plant material, i.e. trees, shrubs, vines and groundcovers, must be approved by Owner's Authorized Representative prior to installation. Plant material installed without Owner's Authorized Representative's approval may be subject to removal and replacement with related costs incurred by Contractor. 9. Final locations of plant material are subject to approval of Owner's Authorized Representative prior to installation. Perform the following procedures before beginning planting pit excavation: a. Shrubs -place actual plant containers on-site in preliminary locations. b. Trees -chalk or stake locations before digging holes. c. Container Pots -plant out one prototypical container pot. 10. Notify Owner's Authorized Representative in sufficient time to perform a specified site observation task. Refer to Section 32 9300 Trees Shrubs and Groundcovers for site visit notification tasks and lead times. Insufficient notification time given Owner's Authorized Representative may require site visit to be canceled, or possibly, make Contractor responsible to compensate Owner's Authorized Representative for overtime. 11. Be responsible to furnish plant material free of pests, poor condition, or disease, including pre-selected or pre-tagged plant material provided by Owner's Authorized Representative. 12 If conflicts arise between actual size of planting areas on-site and those indicated on Drawings, contact Owner's Authorized Representative for resolution. Failure to make such conflicts known to Owner's Authorized Representative in a timely fashion may result in Contractor's liability to relocate plant materials or at worst case, become unable to charge Owner for plant material already planted. 13. Ensure that turf areas are separated from groundcover and shrub areas with specified edging -refer to Drawings. 14. Triangularly space groundcovers and shrubs, unless indicated otherwise on Drawings. Maintain half on-center spacing when adjacent paved areas, walls, or other fixed edges. 15. Provide a tree stake and tree guy mock-up on-site for Owner's Authorized Representative review prior to performing tree staking and guying. Locate stakes into the prevailing wind if not indicated on Drawings. Spread Size Wucols Comment 18" 5 Gal L 42" 5 Gal L 36" 5 Gal L 24" 5 Gal L Flower Stalks to 36" 18" 5 Gal L 18" 5 Gal L Flower Stalks to 18" 72" 5 Gal L 12" 5 Gal L 12" 1 Gal M/L Flower Stalks to 48"" 36" 5 Gal L 12" 5 Gal L 12" 5 Gal L 24" 5 Gal L 12" 5Gal L 18" 5 Gal L 15" 5 Gal M 18" 5 Gal L 24" 5 Gal L 18" 5 Gal L Flower Stalks to 36" 12" 5 Gal L 18" 5 Gal L 42" 5 Gal L Flower Stalks to 72" 18" 5 Gal VL Flower Stalks to 36" 36" 5 Gal L 72" 15 Gal L 48" 5 Gal L 42" 5 Gal L 42" 15 Gal L 30" 5 Gal L 36" 5 Gal L 36" 5 Gal L Flower Stalks to 72" 18" 5 Gal L 48" 5 Gal VL 48" 5 Gal L 24" 5Gal L 24" 5 Gal L 24" 5 Gal L 18" 5 Gal L 16. Excavate plant pits to dimensions noted on Drawing details. 17. Mulch shrub and groundcover areas (excluding turf and annual color beds) with a 3-inch deep layer of mulch as specified in specification Section 02950 -Trees, Shrubs and Groundcovers. Mulch continuous underfences and appurtenances between paved edges and curbs. 18. Do not plant trees any closer than 4-foot to any fixed edge, i.e. sidewalks and walls, unless indicated otherwise on Drawings. 19. Some trees require root control devices -refer to Drawings for precisely which trees require them. 20. Ensure that trees and shrubs are not planted too deep relative to finish grade -refer to specification Section 32 9300 Trees Shrubs and Ground covers for proper grade elevations. 21. Install plant material with its best side facing the predominate view of the public. 22. Do not plant trees within 10-feet of gas, water or sewer lines. Contact Owner's Authorized Representative if meeting this criteria differs from locations indicated on Drawings. 23. Provide the proper setback between streetlights and trees -contact City inspector for required setbacks. 24. Refer to Drawing details for required planting, staking, and guying methods 25. Trees require either staking, guying, or neither -refer to Planting Legend on Drawings for staking and guying requirements. 26. Replace or repair existing materials that are damaged by Contractor during planting operations. 27. Verify property lines prior to commencing planting operations. 28. Refer to City standards for standard landscape plans and specifications, where applicable. Tree I egend: Symbol Latin Name Size Qty. Wucols Comment Common Name 0 Existing Relocated Washingtonia robusta Exist. 35 L Mexican Fan Palm • •• Ficus macrophylla Moreton Bay Fig 84" Box 2 M 0 Melaleuca nesophylla 36" Box 1 L Pink Melaleuca * Araucaria heterophylla 48" Box 2 M • • Norfolk Island Pine ,, ''if-, ' ' vv • > Pinus pinea Italian Stone Pine 60" Box 3 L . . ,, 0 Lophostemon Conferta Brisbane Box 36" Box 14 M • Chorisia Speciosa 'Majestic Beauty' 60" Box 3 L I Floss Silk Tree 0 Ulmus parvifolia 'True Green' Evergreen Elm 36" Box 65 M 0 Quercus suber 36" Box 11 L Cork Oak 0 Lyonothamnus aspleniifolius 'Floribunda' 36" Box 18 L Catalina Ironwood 0 Pinus torreyana 36" Box 5 L ,,.----..___ Torrey Pine r ) ( :. Jrythrina caffra oral Tree 48" Box 4 L \___J 0 Metrosideros excelsa 36" Box 16 M New Zealand Christmas Tree I 43' · W-321 0 Arbutus unedo 'Marina' Marina Strawberry Tree 36" Box 10 L v Macfadyena ungis-cati Cat's Claw RELOCATED PALM TREE TAG Height (B.T.H) Tag Number Root Barrier Locations 'Seaspray' Paspalum Low Water Use Turf Plant Selection Narrative 15 Gal. L The plant palette for Marina Park is constrained by 3 key factors: the use of the park as a public facility, the location of the park in the Marine Zone, and the concern for water efficient planting. The bulk of the landscape area in the park will be a turf variety called 'Seaspray' Paspalum, which is specifically bred to exhibit a high resistance to salt, and also a lower than average need for irrigation. The majority of the shrub areas will be planted with plants that are either listed as low water use on the Wucols list, or as low to medium water use by Robert Perry in his book" Landscape Plants for California Gardens". Our experience leads us to believe that in the coastal environment, these plants will typically require low levels of water. In limited areas, usually space constrained or potentially high traffic area, utilize plants that are classified as moderate water users. The Tree plantings are specifically selected to utilize a broad palette of trees, including many trees suitable for large public spaces. The trees will be irrigated by a separate system of low volume irrigation heads, which will allow for precisely applying the water amounts in response to the underlying salt water. APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- STANDARD, U.O.N. -- MUL Tl, U.O.N. -- C-3897-C -<( DATE: 0. ------- "' "j xC: 1:i L------------------------------------------1...------1..---------- Rabben/Her:rnan (OJ ce~icgi ni COJlu0 iccce Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com , I I I \ I _jt_ ' !ii.I \ Q) ' a_ • REVISIONS i \ ' CD ' [: ' ' ~ \ CD \ ( \ ' ( ..c u 0 Q) al t 0 Q. ~ Q) z ·-u 100% DESIGN DEVELOPMENT •• • • DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: PLANTING LEGEND SHEET: L3.00 IRRIGATION POINT-OF-CONNECTION NOTE -SYSTEM "A": IRRIGATION POINT-OF-CONNECTION -CONNECT TO NEW 2" DOMESTIC WATER METER FOR IRRIGATION SUPPLY. WATER SERVICE CONNECTED TO DOMESTIC WATER ZONE 1 (160' HGL). CONTRACTOR TO ARRANGE WATER METER WITH THE CITY OF NEWPORT BEACH WATER DEPARTMENT AND PAY ALL COSTS FOR NEW WATER METER ACCOUNT. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND ACTUAL LOCATION. PEAK IRRIGATION DEMAND: SYSTEM DESIGN PRESSURE: EXISTING WATER PRESSURE (STATIC): WATER METER ELEVATION: 8' PROVIDE SPARE WIRES AT ECV. 7 A10 0.4 1 " 12 A9 1.5 1'' 28 1.6 24 0.7 PROVIDE SPARE WIRES AT ECV. 41 2A43 0.7 1.5" 37 1.6 29 2A40 0.4 1.5" 5 2A38 0. 7 1" 2A41 1.5" . LJ co □· D D D -----0 ----0. D 13 0.7 50 G.P.M. 65 P.S.I. 68 P.S.I. A3 __L IRRIGATIOffSYSTEM-'J\' STUBOdT NOTE: 8 l.5 ___L A1 _j L NOTES: SPARE WIRE NOTE: PROVIDE TWO SPARE WIRES AND DNE SPARE COMMDN WIRE CONTINUOUSLY FROM AUTOMATIC CONTROLLER TO LAST ELECTRIC CONTROL VALVE BOX, FOLLOWING MAIN LINE ROUTE. ALLOW 30-INCH EXPANSION LOOP AT EACH CONTROL VALVE ALONG MAIN LINE ROUTING. THE LOCATIONS FOR SPARE WIRES ARE IDENTIFIED ON DRAWING WITH THE WORDS "PROVIDE SPARE WIRESATECV". 1. REFER TO SHEETS L-200A AND L-200B FOR IRRIGATION LEGEND AND NOTES. 2. REFER TO SHEETS L-250 AND L-251 FOR IRRIGATION DETAILS. ) .D KEY PLAN I 111111111111111 2 -0-7-• _j__ PROVIQl;_SE'ARE WIRES. AT ECV . _j L ,,- • /1·- / i ' ' ' ' ' --:: ---. _.,,f-, ___ ' --;---+--- ---::::--_ I X, 1 .--;_ • ___ -_-_-~:r-:\~~l-, I+-') ----+---HIHI \\ \c ;+• ---f----,,IIW -------;-\',-_: / ---+-- ~ Ii IRRIGATION SYSTEM 'A' CONTROLLER NOTE: LOCATION OF NEW IRRIGATION CONTROLLERS 'A' AND '2A' MOUNTED WITHIN SECURITY ENCLOSURE AT THIS LOCATION. REFER TO CONTROLLER NOTES FOR COORDINATION WITH NEW ELECTRICAL POWER SUPPLY FROM HOUSE PANEL REFER TO SHEET L-2.00 FOR CONTROLLER ORDERING SPECIFICATION. 10 • • 0.7 DRIPP EMITTER SYSTEM LAYOUT NOTE: DRIP EMITTER IRRIGATION WITHIN PARKING AREAS SHALL INCLUDE THE MULCH AREA AS PART OF THE STATION AREA OF COVERAGE. TYPICAL ALL STATIONS. A22 -" 0. . . ~· . • ----- 1' ,--11 1 p! : ; f 1 n / I I I I 10 g 0.7 C X ( ·I I-JL 1.5 PROVIDE SPARE WIRES AT ECV. 0 0 ·: IRRIGATION SYSTEM ' TU BOUT NOTE: PROVIDE FOUR (4) CONTROL WIRES, ONE COMMON WIRE AND ONE SPARE WIRE HERE AT SHUT-OFF VALVE FOR FUTURE CONTINUATION TO MEDIAN PLANTING AREAS. COVER 3-FOOT COIL OF WIRES WITHIN RECTANGULAR VALVE BOX OVER SHUT-OFF VALVE AND NOTE LOCATION ON AS-BUILT RECORD DRAWINGS. 0 10 20 0 m 40 Rabben/Her:man (DJ~~!(Ql[il] OTf!CC~ d) Landscape Architecture Master Plarining Urbari Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com NOTICE These Record Documents have been prepared based on information provided by others. The Consultant has not verified the accuracy and/or completeness of this infonnation and shall not be responsible for any errors or omissions that may be incorporated as a result of erroneous information provided by others. ' Q) (1._ • REVISIONS ' I \ CD [: I \J tb I I 50% DESIGN DEVLOPMENT ...c u 0 Q) al t 0 Q. • ~ Q) z DATE 3/30/12 DESIGN DEVELOPMENT LO -------------3 JOB NO.: 2009.14 N ~ DRAWN BY: R/Hdo :=:!; --------------c:: DATE: 01 / 12 / 2009 LL.I ______________ al CITY PROJECT NO. #-#### ~ -------------~ TITLE: LL.I IRRIGATION PLAN AREA 1 AS-BUILT C Cl z ! ------------~ SHEET: L.201 C c:: 0 (.) LL.I -----------c:: I j \ rl ) -1·· =-I '* .. I 60' § 5 5 -=-5 5 = 5 5 5 § 5 5 5 5 = 5 5 5. = = = ·= 5 5 = 5 = W-08 63' W-21 Pierhead Line LOWER NEWPORT BAY -(\ 0 j S/ I $?. 0 0 ---------/ -------=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=====:__=------ ~~--/ i- i I I lf\J F ------------____ _1_ __ 1_1_1_1_1_1_1_1_1_1_1_1_1_u_11_1_1_1_1 _,.~,~~, ---il!l177 II -=-.,,-. -, -<'.::·==+'---+=:J I-----1!.., I C - I 0 0 0 0 0 0 0 l 4'-3" 7'-8" (VERIFY) 7'-3" 4'-9" (VERIFY 0 0 1 _I_ 6'-7" VERIFY) ' 15,_511 ' - 0 0 II II 11"7::---"-;,7' -,+---+·---~----~----~ "' // "' '~,, II \' L -c-- 54' W-6 W-2 Tree Legend: Symbol Latin Name Common Name 0,,---.._____ Existing Relocated Washingtonia robusta Mexican Fan Palm • •• Ficus macrophylla Moreton Bay Fig 0 Melaleuca nesophylla Pink Melaleuca • 0 • 0 Araucaria heterophylla Norfolk Island Pine Pinus pinea Italian Stone Pine Lophostemon Conferta Brisbane Box Chorisia Speciosa 'Majestic Beauty' Floss Silk Tree Ulmus parvifolia True Green' Evergreen Elm 0 Quercus suber Cork Oak 0 Lyonothamnus aspleniifolius 'Floribunda' Catalina Ironwood 0 Pinus torreyana ,---..._ Torrey Pine r ) ( :. 1rythrina caffra \ oral Tree \__J 0 Metrosideros excelsa New Zealand Christmas Tree -C- 0 Arbutus unedo 'Marina' Marina Strawberry Tree Macfadyena ungis-cati Cat's Claw RELOCATED PALM TREE TAG Height (B.T.H) Tag Number Root Barrier Locations 'Seaspray' Paspalum Low Water Use Turf - -C ----~--_ -_ L'"' I -1. I CJ1 C 0 I ~I~ ~If () 0 c:• ,,-, ) □ :::J •,::_ ' I ' I ' I ' I ' I ' ---~_,_\a·, ...✓•-' --W"""!r,---~-=· _, ma_ ,,------------(D KEY PLAN 0 10 20 40 SCALE 1 "= 20'-0" Rabben/Her:rnan (OJ ce~icgi ni (Q)lu0 iccce Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com \ Q) CL i \ ..c u 0 Q) al t 0 0 Q. • I [: ' • I \J REVISIONS ( \ I ( ~ Q) z -0 c ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 & Delta6 2/6/15 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. 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Bulkhead Lin ·· , ------·---------------------------- --=======~==-==-=.c::::==-- ------~----. ---~ ----= ------------_,/--= ----------= -------- Pl[R /--- ' ' --______ / --- 1 \ ,,_ =",~.,.=-,'=_t_ -~--~11-1::::. ='=~~~ ~~~~~~~ s·ss s·ss '-----G-- ,__ --7"---t-r-t&'-'~I '7 -'7----e-I (=,''~1 '-,, / ,.j ',,/ ·-,I --------/ ' ' C)-;r-j_ / I --, LI I\J E LII\JE .& MR'-.-~~ _I --,-, / -i-J El"SS 'SS G--G--- ---G--G -- !6 ''~1 --·--· -------tf,~,-.L_ __ ·----!(,'~l~-- 1). ~, ,---<]I I ==vck¼- 1-□-< C· (~ u ~ ·------·=-~_____J_____J___L_________l_____J_____J__ _ _L__\= -~""-! _J__j__L____L_J_.3,-,l LJ _L_J__L___L__j_~\=□~ ~l""""':S,1 --= --= -• ---------~~' ~ \ __ \_ GP --O'SS G-- Shrub Legend Label Latin Name AB Aloe 'Blue Elf AC Arctostaphlyos 'Wood's Compact' AD ~ Agave desmetiana 'Variegata' AG @ Aloe striata 'Ghost' AJ Aeonium 'Jolly Green' AL Aloe rudicoppe 'Little Gem' AM Arctostaphylos Pacific Mist Common Name Blue Elf Aloe Wood's Compact Manzanita Variegated Smooth Agave Ghost Aloe Jolly Green Aeonium Little Gem Aloe __ -------------Al"--· Agrostis pallens AS ,f Anigozanthus 'Orange Cross' BB l Bothriochloa barbinoides Pacific Mist Manzanita San Diego Bent Grass Kangaroo Paw ws:s ---- G------G-- Cane Bluestem BG I Bouteloua gracilis Blue Grarna DE DR DS FB FG Fl GP KF KT LC MR NP PS PV RC RO RB SB SL SG SR TL WF LLB DTY CFR CMF Dudleya edulis Dianella revoluta 'Little Rev' Distichlis spicata Festuca 'Siskiyou Blue' Festuca glauca 'Elijah Blue' Festuca idahoensis GreYillea 'Pink Midget' nchoe 'Fantastic' nchoe thyrsiflora 'Silver Platte~ andra confertifolia 'Seascape' lenbergia rigens , ella pulchra lk,Pe • isetum setaceum 'Sterile Green' 1! :Py,_ cantha koidzumii 'Victory I' 'Rh mnus californica I ,Rosmarinus officinalis 'Benenden Blue' I ,Rosmarinus officinalis 'Barbeque' ,Salvia 'Bee's Bliss' ,I 1Salvia leucantha 'Santa Barbara' I ' tipa giganteum I edum Rupestre 'Angelina' I richostema lanatum I--_ estringia fruticosa 'Morning Light' -L_ I L~mandra longifolia 'Breeze' I Dianella tasmanica 'Yellow Stripe' Cyrtomium falcatum 'Rochfordianum' C!ivia miniata 'French Hybrid' r-i,te: San Diego Dudleya Little Rev Flax Lily Salt Grass Siskiyou Blue Fescue Blue Fescue Idaho Fescue Pink Midget Grevillea Variegated Paddle Plant Silver Platter Paddle Plant Seascape Mat Rush Deer Grass Purple Needlegrass Sterile Green Fountain Grass Victory Pyracantha Coffee berry Blue Rosemary BBQ Rosemary Bee's Bliss Sage Santa Barbara Sage Giant Needle Grass Golden Sedum Woolly Blue Curls Coast Rosemary Dwarf Mat Rush Gold Stripe Flax Lily Holly Fern Bush Lily The medium to low water use plants listed are identified based on Bob Perry's book, Landscape Plants for California Gardens. Within , \...,{If;· coastal climate they will be irrigated as low water use plants. I 1 1 \\~mne areas of Turf will be replaced with a lower water use native grass I ..., ." I ! . > 11/ , I _..,..- ' I .. ' 11...,..., I I ..., I I' I ..., ...... I I 1_..,..., I j -· 11 __ ..., I _/ -......_-- r I Spacing 16" o.c 36" o.c 54" o.c 24" o.c 18" o.c 16" o.c 48" o.c 12" o.c 24" o.c 30" o.c 18" o.c 15" o.c 24" o.c 9" O.C 12" o.c 12" o.c 24" o.c 24" o.c 12" o.c 12" o.c 18" o.c 36" o.c 24" o.c 36" o.c 48" o.c 48" o.c 30" o.c 30" O.C 24 11 o.c 36" o.c 36" o.c 6" o.c 36" o.c 42" o.c 18" o.c. 24" o.c 18" o.c 18" o.c. Height 12" 6" 36" 24" 12" 12" 24" 12" 24" 36" 12" 12" 24" 12" 18" 1 O" 1811 12" 12" 12" 18" 48" 12" 24" 84" 48" 30" 30" 24" 30" 24" 9" 36" 42" 24" 24" 18" 18" --i6''w ------r I-_ ... - +(!j--+ I (. ' I -) I 1=1 X Spread Size 18" 5 Gal 42" 5 Gal 36" 5 Gal 24" 5 Gal 18" 5 Gal 18" 5Gal 72" 5 Gal 12" 5 Gal 12" 1 Gal 36" 5 Gal 12" 5 Gal 12" 5 Gal 24" 5 Gal 12" 5Gal 18" 5 Gal 15" 5 Gal 18" 5 Gal 24" 5 Gal 18" 5 Gal 12" 5 Gal 18" 5 Gal 42" 5 Gal 18" 5 Gal 36" 5 Gal 72" 15 Gal 48" 5 Gal 42" 5 Gal 42" 15 Gal 30" 5 Gal 36" 5 Gal 36" 5 Gal 18" 5 Gal 48" 5 Gal 48" 5 Gal 24" 5 Gal 24" 5 Gal 24" 5 Gal 18" 5 Gal -.-\ Wucols L L L L L L L L M/L L L L L L L M L L L L L L VL L L L L L L L L L VL L L L L L (D 0 10 20 40 SCALE 1 "= 20'-0" Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548·3459 www.rhdo.com \ Q) CL i \ ..c u 0 Q) al t 0 0 Q. • I [: ' • I ~ Q) z -0 \J c REVISIONS ( \ I ( ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 L'.1Addendum3 4/3/14 & Delta5 12/13/14 £ Delta6 2/6/15 M, Delta9 10/02/15 M:, Delta 10 12/14/15 Final Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. c.3397 TITLE: SHRUB PLANTING PLAN AREA 1 SHEET: L3.11 Li,_ LL Ct::: I- I q., ~ co ' , ___t: ,I I-l"Zl -~ IJ_) I -,---I "" 1, ~ -~ I , :--r/ +'is>,~-· --,'jt ,I ''1 l!iirtiF:::::t...'. (-- ··---"\ "'"\ ! __ __,/ - --:--ice--!'¾.,_ I I I ' -__ _,) ----- -------§ ~ ="""'"""' =-¾, __ ,-,,4"-~ >--+--+--ii ---- I f'f_ -I, • ] --\,, -- 1 ~ I I -- ' I -, /\ / ~, __ _ I I 1- UJ UJ 0::: I- C/) I: 1- 0) ~ I . \. 19th St. Restroom Area Bay Avenue Planting Island Shrub Legend Label AB AC AD AG AJ AL AM AP AS BB BG DE DR DS FB FG Fl GP KF KT LC MR NP PS PV RC RO RB@ SB SL SG SR TL WF LLB DTY CFR CMF <> Latin Name Aloe 'Blue Elf Arctostaphlyos 'Wood's Compact' Agave desmetiana 'Variegata' Aloe striata 'Ghost' Aeonium 'Jolly Green' Aloe rudicoppe 'Little Gem' Arctostaphylos Pacific M isl Agrostis pal lens Anigozanthus 'Orange Cross' Bothriochloa barbinoides Bouteloua gracilis Dudleya edulis Dianella revoluta 'Little Rev' Distichlis spicata Festuca 'Siskiyou Blue' Festuca glauca 'Elijah Blue' Festuca idahoensis Grevillea 'Pink Midget' Kalanchoe 'Fantastic' Kalanchoe thyrsiflora 'Silver Platter' Lomandra confertifolia 'Seascape' Muhlenbergia rigens Nassella pulchra Pennisetum setaceum 'Sterile Green' Pyracantha koidzumii 'Victory Rhamnus californica Rosmarinus officinalis 'Benenden Blue' Rosmarinus officinalis 'Barbeque' Salvia 'Bee's Bliss' Salvia leucantha 'Santa Barbara' Stipa giganteum Sedum Rupestre 'Angelina' Trichostema lanatum Westringia fruticosa 'Morning Light' Lomandra longifolia 'Breeze' Dianella tasmanica 'Yellow Stripe' Cyrtomium falcatum 'Rochfordianum' Clivia miniata 'French Hybrid' Note: Common Name Blue Elf Aloe Wood's Compact Manzanita Variegated Smooth Agave Ghost Aloe Jolly Green Aeonium Little Gem Aloe Pacific Mist Manzanita San Diego Bent Grass Kangaroo Paw Cane Bluestem Blue Grama San Diego Dudleya Little Rev Flax Lily Salt Grass Siskiyou Blue Fescue Blue Fescue Idaho Fescue Pink Midget Grevillea Variegated Paddle Plant Silver Platter Paddle Plant Seascape Mat Rush Deer Grass Purple Needlegrass Sterile Green Fountain Grass Victory Pyracantha Coffeeberry Blue Rosemary BBQ Rosemary Bee's Bliss Sage Santa Barbara Sage Giant Needle Grass Golden Sedum Woolly Blue Curls Coast Rosemary Dwarf Mat Rush Gold Stripe Flax Lily Holly Fern Bush Lily The medium to low water use plants listed are identified based on Bob Perry's book, Landscape Plants for California Gardens. Within the coastal climate they will be irrigated as low water use plants. Some areas of Turf will be replaced with a lower water use native grass particularly in the area of the bioswale. These grasses will also be -----;:-•--------.,, ' . I 1: / ~ --1~' ---~2---~- KEY PLAN~ Spacing 16" o.c 36" o.c 54" o.c 24" o.c 18" o.c 16" o.c 48" o.c 12" o.c 24" o.c 30" o.c 18" o.c 15" o.c 24" o.c 9" o.c 1211 o.c 12" o.c 24" o.c 24" o.c 12" o.c 12" o.c 18" o.c 3611 o.c 24" o.c 3611 o.c 4811 o.c 48" o.c 30" o.c 30" o.c 24" o.c 36" o.c 36" o.c 611 o.c 36" o.c 42" o.c 18" o.c. 24" o.c 18" o.c 18" o.c. Height 12" 6" 36 11 24" 12" 12" 24" 12" 24" 36" 12" 12" 24" 12" 18" 1011 18" 12" 12" 12" 18" 48" 12" 24" 84" 48" 30" 30" 24" 30" 24" 9" 36" 42" 24" 24" 18" 18" I JJUU -_-\ Spread Size 18" 5Gal 42" 5 Gal 36" 5 Gal 24" 5 Gal 18" 5 Gal 18" 5 Gal 72" 5 Gal 12" 5Gal 12" 1 Gal 36" 12" 12" 24" 1211 18" 15" 18" 24" 18" 12" 18" 42" 18" 36" 72" 48" 42" 42" 30" 36" 36" 18" 48" 48" 24" 24 11 24" 18" 5 Gal 5 Gal 5 Gal 5 Gal 5Gal 5 Gal 5Gal 5Gal 5Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 15 Gal 5 Gal 5 Gal 15 Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 0 Wucols L L L L L L L L M/L L L L L L L M L L L L L L VL L L L L L L L L L VL L L L L L 10 20 (D 40 SCALE 1 "= 20'-0" Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com i I \ I _jt_ I \/ \ Q) CL i \ ..c u 0 Q) al t 0 0 Q. • I [: ' • I \J REVISIONS ( \ I ( ~ Q) z -0 c ·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 L'.1Addendum3 4/3/14 & Delta6 2/6/15 ll'-, Delta 7 6/2/15 Final Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHRUB PLANTING PLAN AREA2 SHEET: L3.12 ,c <( ~~ Q' ~ xC: LEGEND: CD Curb @ Shrub @ Shrub Spacing per legend @ At side of parking space Spacing +6 11 @ At front of space (overhan Spacing +24" 2 @ Parking space 3 4 p PLANTING ADJACENT TO PARKING NOT TO SCALE DTP-OVERHANG PLANTING SPACING AS NOTED ON PLAN LEGEND: CD Shrub/ Ground Cover @ Curb, Wall, Pavement, or edge of bed. 1/2 SPECIFIED SPACING MINIMUM S~acing 6" o.c. 811 o.c. 911 o.c. 10 11 o.c. 12 11 o.c. 15 11 o.c. 18 11 o.c. 24" o.c. 30 11 o.c. 36 11 o.c. 48 11 o.c. 60" o.c. 72 11 o.c. Planting/sf. 4.61 2.60 1.78 1.66 1.15 0.74 0.50 0.28 0.18 0.12 0.07 0.04 0.03 J JRIANGULAR SPACING DIAGRAM NOT TO SCALE 1 )------------;c,1, 7 @-----,,;: 4 31---- 1=1 = 6 9 J--------;,-;-±±c"°"I' 11 l=I I l=I I 1=111=1 I K JREE GUYING DETAIL -------t1 ----<2 ® + + + + + + + + + + + + + +~ +++++++++++++ ++++++++++++++ ++++++++++++++ ~lkllkll~llkllkllkllkll~llkllklll~lkllkll • • SECTION PLAN • • • • • 'L" GROUNDCOVER PLANTING '-~ LEGEND: UJ u CD SPREAD ON WALL AND SECURE WITH PLASTIC VINE TIES ATTACHED TO WALL OR COLUMN WITH ADHESIVE @ REMOVE NURSERY STAKE ® 2" MULCH LAYER, SEE SPECS. iZ; \ c:: ::, \ U) ....J r <( u .~ ;::: f c:: UJ > { @ ADJACENT PAVING, SEE PLAN ® PLANTING TABLETS, SEE SPECS. ® BACKFILL MIX, SEE SPECS. (J) SCARIFY SIDES AND BOTTOM OF PLANTING PIT ® TOP OF ROOTBALL TO BE 1/2" BELOW FINISH SURFACE @VINE PLANTING CD @ ® @ ® ® (J) ® ® @ DTSP-012 LEGEND: NEW BLACK RUBBER HOSE COVERS, 1/2" DIA. 4' LONG MIN. GUY COVERS (1 PER GUY WIRE). GUYING CABLE (3 REQ'D.). REFER TO TREE PLANTING DETAIL 45° MIN., 60° MAX. DEADMAN BURIED 24" BELOW GRADE MULCH FINISH GRADE UNDISTURBED NATIVE OR IMPORT SOIL TURNBUCKLE NOT TO SCALE DTSP-006 LEGEND: CD GROUND COVER PLANT @ ® @ ® ® FROM FLATS MULCH CONTINUOUS SEE SPECIFICATIONS FOR TYPE AND DEPTH. FINISH GRADE PREPARED TOPSOIL PER AGRONOMIST REPORT EDGE OF PAVING, WALK, WALLOR CURB 1/2 D NOTE: LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN. D -AS NOTED ON PLAN. NOT TO SCALE DTSP-003 1 2 8 ® 4 NOT TO SCALE DTSP-010 21611 11911 '2' 11011 3'0" 1'6----"I." 4++ 0 0 0 0 0 ___,.__ 1'6" __ 0 0 0 0 0 0 0 31g11 ~ 0 0 0 0 0 0 0 0 11611 ~t-0 0 0 0 0 0 0 0 2 /---+-f-- 4\--~1 , ___________________ _ LEGEND: CD Building @ Sidewalk @ Planter area @ Curb NOTE: Dimensions given are relative. See legend for spacing. This detail is for modified double row spacing. E JYPICAL PLANTER EDGE SPACING NOT TO SCALE DTSP-011 @ F DOUBLE STAKED TREE 12" 7"-o.Lrt+----{3 / -,.fdf-----(4 7,--------Tb\4tz,':2.~~~';;,~⇒~~~----(2 MIN.OR '\'. I 48" PER ~It"'--\ ' ll;:: PROJECT AGRONOMIS fflttt----(7 ,~--I ----a@ 12" ®SUMP -----<2 ®PALM TREE HEIGHT LEGEND: CD LODGEPOLE PINE STAKE (2 REQ'D.). ffi 1 X 2" WOOD BRACE. VINYL TREE TIE (2 REQ'D. PER STAKE). 4 24" MIN. 5 SEE TREE PLANTING DETAIL 6 12" MIN. 7 TREE TRUNK. 8 ROOTBALL 9 ARBOR GUARD IN LAWN AREAS. 1 MULCH 0-------:::::J---__ 8~---+ 2 )---.,,, CD @ ® @ ® ® (J) CD PREVAILING tlND PLANVIEW NOT TO SCALE DTSP-005 LEGEND: 4" LOOSE FIT SCHEDULE 40 CAP. PRIME AND PAINT FLAT BLACK. 4" DIA. PERFORATED PIPE WITH DRAIN SOCK. TREE ROOT BALL. TREE PLANTING PIT. UNDISTURBED SOIL CONDITION. AUGERED DRAINAGE CHIMNEY LOCATED AT LOW POINT 12" DIA. X 4' DEEP SUMP MIN. FILLED WITH CLEAN #16 SILICA SAND. NOTE: TO BE USED FOR BOTH CANOPY AND PALM TREES, SEE SPECIFICATIONS. CD NOT TO SCALE DTSP-008 LEGEND: TRUNK HEIGHT CONSISTS OF MEASURED HEIGHT OF BROWN TRUNK IN FEET FINISH GRADE IN FIELD GROWN CONDITION NOTE: TRUNK HEIGHT FOR PALM GRADING SPONSORED BY THE AMERICAN SOCIETY OF NURSERYMEN, INC. AND APPROVED BYTHE AMERICAN NATIONAL STANDARDS INSTITUTE, INC. NOT TO SCALE DTSP-007 LEGEND: CD ROOTBALL. @ CROWN-2" ABOVE FINISH GRADE. ® FINISH GRADE. @ 3 X ROOTBALL DIA. ® BACKFILL MIX PER AGRONOMIST REPORT. ® PLANT TABLETS (SEE SPECS.). (J) 1-1/2" MAX. DEPTH BELOW ADJACENT PAVING. ® TOP OF PAVING. ® 3" HIGH WATERING BASIN. @ UNDISTURBED NATIVE SOIL. ([y MULCH CONTINUOUS EXCEPT IN LAWN-SEE SPECIFICATIONS FOR TYPE AND DEPTH. @SHRUB PLANTING NOT TO SCALE DTSP-002 LEGEND: CD ROOTBALL. @ CROWN -2" ABOVE FINISH GRADE. ® FINISH GRADE. @ 2 X ROOTBALL WIDTH. ® BACKFILL MIX PER SPECIFICATIONS ® PLANT TABLETS (SEE SPECS.). 0 1-1/2" MAX. DEPTH BELOW ADJACENT PAVING ® TOP OF PAVING. ® 4" HIGH WATERING BASIN. @ UNDISTIJRBED NATIVE SOIL. ([y MULCH CONTINUOUS EXCEPT IN LAWN-SEE SPECIFICATIONS lU}---____, FORTYPEAND DEPTH. @TREE PLANTING NOT TO SCALE DTSP-001 5 CD @ C 1 1" LEGEND: CONCRETE CURB, GUTTER OR SIDEWALK @ LINEAR ROOT BARRIER. SET TOP OF ROOT BARRIER 1" @ ABOVE FINISH GRADE. ROOT BARRIERS SHALL BE PROVIDED FOR ALL TREES WITHIN 5' OF PAVING, ® CURBS OR WALLS. INSTALL ROOT BARRIER AT PAVING, CURB OR WALLS. PROVIDE ADEQUATE NOTE: FINISH GRADE ADJACENT ROOTBALL. VERIFYTHE EXACT LOCATION AND PROTECT AT ALL TIMES. BASE MATERIAL FROM ADJACENT HARDSCAPE LENGTH TO PROTECT ENTIRE EXTENT OF EVENTUAL TREE CANOPY. OMIT ROOT BARRIERS WHERE EXPANDED ROOT ZONES EXTEND UNDER SIDEWALKS OR PAVING. LINEAR ROOT BARRIER NOT TO SCALE DTSP-013 ® LEGEND: CD PALM TRUNK @ 4" BERM ® FINISH GRADE CD @ BACKFILL TO BE 100% CLEAN #16 SILICA SAND. FIRM BOTTOM SAND LAYER BY WATER JETTING PRIOR TO SETTING TREE ® PLANT TABLETS -SEE SPECIFICATIONS ® COMPACTED SUBGRADE (J) ROOT BALL ,11 I I Ii' 'I , I ® SEE SPECIFICATIONS FOR TYING FRONDS ® AND SKINNING TRUNKS .• . .:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:.,. LANDSCAPE ARCHITECT TO APPROVE HEIGHT AND LOCATION OF PALMS PRIOR TO PLANTING REFER TO SPECIFICATIONS FOR FERTILIZER REQUIREMENTS @PALM PLANTING NOT TO SCALE DTSP-004 -----------------------------------------------------------------------------------------------------------------------------------------.. Rabben/Her:rnan (QJ~~i(g)Yll C0Jlu"!CC(6 Landscape Archite~re Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 www.rhdo.com ' I I I \ I _jt_ ' !ii.I \ Q) ..c u ' 0 a_ Q) • i al • \ t I CD 0 Q. ~ I Q) [: z " • REVISIONS ' I \J \ CD \ ' ( \ I ( -0 >-+-·-u 100% DESIGN DEVELOPMENT DATE 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 Penn it Set Submittal 1/28/14 Fina I Record Drawings 12/5/15 CONSTRUCTION DOCUMENTS PACKAGE 3 JOB NO.: 2009.14 DRAWN BY: R/Hdo DATE: 12/5/15 CITY PROJECT NO. C-3897 TITLE: SHEET: PLANTING DETAILS L3.51 PROJECT LOCATION JOHN WAYNE ,,_ AIRPORT " :'.!>Cf'~ '~ "'c:; ~ 01> CITY OF COSTA MESA J CITY OF IRVINE ,{<, "' ~.;.;... .-'.:!iii·# '>/f/J;o--..,,~,".C°ES;,,,. ,c,s• NEEiTiR ;~~~ '17sn ' "'Dl 'N AVE . .~ON!r'A~ ~ . VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE G) SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE (Q) STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE "°" Fl RE HYDRANT BLK BLOCK BW BOTTOM OF WALL .. WATER METER CATV CABLE TV Cl CAST IRON "" STREET LIGHT PULL BOX Ci. CENTERLINE "" TRAFFIC SIGNAL PULL BOX CNB CITY OF NEWPORT BEACH CL CLASS X::,..--0 STREET LIGHT CLR CLEAR C&G CURB AND GUTTER @ WATER VALVE E EAST /ELECTRIC EC END CURVE c-GUY WIRE EG EXISTING GRADE A SURVEY MONUMENT ECR END CURVE RETURN EVC END VERTICAL CURVE p SIGN EXIST EXISTING FLG FLANGE ® VAULT VENT FE FLANGED END FL FLOW LINE e TREE FM FORCE MAIN G GAS ""' IRRIGATION CONTROL VALVE GV GATE VALVE "" CABLE TV PULL BOX GB GRADE BREAK GE GROOVED END ~ CORING LOCATION IP&T IRON PIPE AND TAG LT LEFT (f) ELECTRICAL MANHOLE MAX MAXIMUM MJ MECHANICAL JOINT [!J ELECTRICAL PULL BOX MIN MINIMUM ~//i.i///t:/j BUILDING NG NATURAL GROUND N NORTH ----EXISTING CONSTRUCTION NTS NOT TO SCALE NO NUMBER ----PROPERTY LINE OG ORIGINAL GROUND PE PLAIN END NEW CONSTRUCTION PROP PROPOSED --Ci.--CENTERLINE PB PULL BOX PIP PROTECT IN PLACE ----S----SEWER LINE RCP REINFORCED CONCRETE PIPE RET RETAINING -----w-----WATER LINE RT RIGHT RG ROUGH GRADE ---G-- -GAS LINE SCH SCHEDULE s SEWER --E--ELECTRICAL LINE sco SEWER CLEANOUT --T--TELEPHONE LINE SMH SEWER MANHOLE SHT SHEET -CATV-CABLEVISION LINE SW SIDEWALK s SOUTH --SP--SPRINKLER SYSTEM SCE SOUTHERN CALIFORNIA EDISON so SQUARE -x-x-x-FENCE STL STEEL BLOCKWALL T TELEPHONE TC TOP OF CURB ,6, 101 w WEST/WATER SURVEY CONTROL POINT W/ WITH 7,77 LEGEND NEW AC PAVEMENT [_. _,__:] NEW PCC PAVEMENT PUBLIC WORKS DEPARTMENT MARINA PARK C-3897-C APPROVED: ---------------------------PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 APPROVED: __________________________ _ CITY ENGINEER/ DEPUTY PUBLIC WORKS DIRECTOR R.C.E. NO. 44223 DATE: ------- DATE: ______ _ i~I PAVEMENT GRIND & OVERLAY EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY NIGHT (BOD) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222 (877) 749-2641 p C.H. Lido Isle Project e CD LOCATION MAP NOT TO SCALE BASIS OF BEARINGS: CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) c: C) Newport Bav-------t Balboa Island ENGIHEIRING 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, CITY OF NEWPORT BEACH STANDARD PLANS, LATEST EDITION. LOCATED AT http://www.newportbeachca.gov/index.aspx?page~275, 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 PRIOR TO BEGINNING CONSTRUCTION. 3. N/A 4. P.C.C. SHALL BE CLASS 560-C-3250 5. 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. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 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 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. 9. GENERAL CONTRACTOR SHALL ENSURE COORDINATION BETWEEN DRY AND WET UTILITY INSTALLATION TO MINIMIZE INTERFERENCE AT CROSSINGS 10. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SWPPP. 11. THE CONTRACTOR SHALL REGISTER THE PROJECT WITH "SMARTS" SYSTEM AS QSP. 12. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS. CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 13. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 14. IT IS THE INTENT OF THESE PLANS TO CONFORM TO COASTAL DEVELOPMENT PERMIT (CDP) NO. 5-10-229 SEE SHEET 2 FOR ADDITIONAL NOTES FIRE DEPARTMENT NOTE: VEHICLE PAVEMENT SHOWN ON THESE DRAWINGS ARE CONSTRUCTED OF MATERIALS THAT PROVIDE AN ALL-WEATHER DRIVING SURFACE AND ARE CAPABLE OF SUPPORTING A 72,000 POUND IMPOSED LOAD FOR FIRE APPARATUS & TRUCK OUTRIGGER LOADS OF 75psi OVER A TWO FOOT AREA. GROSS CUT GROSS FILL BALANCE EARTHWORK QUANTITIES 200 CY 5900 CY 5700 CY EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY SHEET NO. 1 2 3 4 5 -8 9 10 1 1 1 2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 CU1 CU2 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ SHEET INDEX SHEET TITLE TITLE SHEET NOTES DETAILS SHEET INDEX & DETAILS ROUGH GRADING PLANS (REFERENCE ONLY) PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN EROSION CONTROL PLAN DOMESTIC WATER & FIRE PLAN DOMESTIC WATER & FIRE PLAN SEWER PLAN SEWER PLAN STREET IMPV'T CROSS SECTIONS PLAN & PROFILE -18TH ST. STREET IMPV'TS-BALBOA BL. PLAN & PROFILE, BAY AVE HORIZONTAL CONTROL PLAN COMPOSITE UTILITY COMPOSITE UTILITY AS-BUILT C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m_an \\JJ (8)§ i_gJ n 01r1r1cc(B; Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I ' REVISIONS ..c u a (]) ca '-1-- 0 u 100% OESIGN OEVELOPMENT DATE s/2/12 a. U") 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1 /28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: TITLE SHEET MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET Q1 OF 27 GRADING GENERAL NOTES GENERAL 1. All work shall conform to Chapter 15 of the Newport Beach Municipal code (NBMC), the project soils report and special requirements of the permit, and the requirements of Coastal Development Permit No. 5-10-229. 2. Dust shall be controlled by watering and/or dust palliative. 3. Sanitary facilities shall be maintained on the site during the construction period. 4. Work hours are limited from 7:00 Am to 6:30 PM Monday through Friday; 8:00 AM to 6:00 PM Saturdays; and NO WORK ON SUNDAYS AND HOLIDAYS per section 10-28 of the NBMC. 5. Noise, excavation, delivery and removal shall be controlled per Section 10-28 of the NBMC. 6. The stamped set of approved plans shall be on the job site at all times. 7. Permittee and Contractor are responsible for locating and protecting utilities. 8. Approved shoring, drainage provisions and protective measures must be used to protect adjoining properties during the grading operation. 9. Cesspools and septic tanks shall be abandoned in compliance with the Uniform Plumbing Code and approved by the Building Officio I. 10. Haul routes for import or export of materials shall be approved by the City Traffic Engineer and procedures shall conform with Chapter 15 of the NBMC. 11. Positive drainage shall be maintained away from all building and slope areas. 12. Failure to request inspections and/or have removable erosion control devices on-site at the appropriate times shall result in a "Stop Work" order. 13. All plastic drainage pipes shall consist of PVC or ABS plastic schedule 40 or SDR 35 or ADS 3000 with glued joints .. 14. No paint, plaster, cement, soil, mortar or other residue shall be allowed to enter streets, curbs, gutters or storm drains. All material and waste shall be removed from the site. EROSION CONTROL 1. Temporary erosion control plans are required from October 15 to May 15. 2. Erosion control devices shall be available on-site between October 15 and May 15. 3. Between October 15 and May 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day, whenever the daily rainfall probability exceeds 50 percent. 4. Temporary desilting basins, when required, shall be installed and maintained for the duration of the project. 5. The contractor shall conform to the requirements of the project SWPPP. 6. The contractor shall register the project with "SMARTS" system as QSP. REQUIRED INSPECTIONS 1. A pre-grading meeting shall be scheduled 48 hours prior to start of grading with the following people present: owner, grading contractor, design civil engineer, soils engineer, geologist, City Building Inspector or their representatives. Required field inspections will be outlined at the meeting. 2. A pre-paving meeting shall be scheduled 48 hours prior to start of the sub-grade preparation for the paving with the following people present: owner, paving contractors, design civil engineer, soils engineer, City Building Inspector or their representatives. Required field inspections will be outlined at the meeting. GRADING FILLS/CUTS 1. Graded slopes shall be no steeper than 2 horizontal to 1 vertical. 2. Fill slopes shall be compacted to no less than 90 percent relative compaction out to the finished surface. 3. Unless superceded by recommendations in the project Geotechnical Report, dated September 6, 2013, all fills shall be compacted throughout to a minimum of 90 percent relative compaction as determined by ASTM fest method 1557, and approved by the soils engineer. Compaction tests shall be performed approximately every two feet in vertical height and of sufficient quantity to attest to the overall compaction effort applied to the fill areas. 4. Areas to receive fill shall be cleared of all vegetation and debris, scarified and approved by the soils engineer prior to placing of the fill. 5. Fills shall be keyed or benched into competent material. 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. 7. Any existing irrigation lines and cisterns shall be removed or crushed in place and backfilled and approved by the soils engineer. 8. The engineering geologist and soils engineer shall, after clearing and prior to the placement of fill in canyons, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of future accumulation of 1 subsurface water or spring flow. If needed, drains will be designed and constructed prior to the placement of fill in each respective canyon. 9. The exact location of the subdrains shall be surveyed in the field for line and grade. 10. ALL trench backfills shall be compacted throughout to a minimum of 90 percent relative compaction, and approved by the soils engineer. The Building Department may require coring of concrete flat work placed over untested backfills to facilitate testing. 11. The stockpiling of excess material shall be approved by the Building Department. 12. Landscaping of all slopes and pads shall be in accordance with Chapter 15 of the NBMC. 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine if any stability problem exists. Should excavation disclose any geological hazards or potential geological hazards, the engineering geologist shall recommend and submit necessary treatment to the Building Department for approval. 14. Where support or buttressing of cut and natural slopes is determined to be necessary by the engineering geologist and soils engineer, the soils engineer will obtain approval of design, location and calculations from the Building Department prior to construction. 15. The engineering geologist and soils engineer shall inspect and test the construction of all buttress fills and attest to the stability of the slope and adjacent structures upon completion. 16. When cut pads are brought to near grade the engineering geologist shall determine if the bedrock is extensively fractured or faulted and will readily transmit wafer. If considered necessary by the engineering geologist and soils engineer, a compacted fill blanket will be placed. 17. The engineering geologist shall perform periodic inspections during grading. 18. Notification of Noncompliance: If, in the course of fulfilling their responsibility, the civil engineer, the soils engineer, the engineering geologist or the testing agency finds that the work is not being done in conformance with the approved grading plans, the discrepancies shall be reported immediately in writing to the person in charge of the grading work and to the Building Inspector. Recommendations for corrective measures, if necessary, shall be submitted to the Building Department for approval. DOCUMENTATION 1. An as-built grading plan shall be prepared by the civil engineer including original ground surface elevations, as graded ground surface elevations, lot drainage patterns and locations, and elevations of all surface and subsurface drainage facilities. He/she shall provide written approval that the work was done in accordance with the final approved grading plan and state the number of yards of cut and/or fill moved during the operation. 2. A soils grading report prepared by the soils engineer, including locations and elevation of field density tests. Summaries of field and laboratory results and other substantiated data and comments on any changes made during grading and their effect on the recommendations made in the sails engineering investigation report. He shall provide written approval as to the adequacy of the site for the intended use and completion of work in accordance with the job specifications. 3. A geologic grading report prepared by the engineering geologist, including a final description of the geology of the site, including any new information disclosed during the grading and the effect of same on recommendations incorporated in the approved grading plan. He/she shall provide written approval as to the adequacy of the site for the intended use as affected by geologic factors. = .. CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG (,-.,,,.~-..,-.....~~,--,,v .... ,., .. -,~~,.,......,.~~ .. ~,~..-....~~~~---.. .. ~~~~~~..-....~~~ ~_C_O_N_ST_R_U_CT_I_ON_N_O_T_ES_A_N_D_Q_U_A_N_T_IT_IE_S ____________ ~_QN_T_Y~U_N_IT~S ( ~-------------------------~-~-~~ f-----'G)c-_c_oN_s_TR_u_cT_6·_· c_u_R_B_o_N_LY_P_E_R_c_N_B_s_rn_1 s_2_-_L._TY_P_E_B._c_o_Lo_R_P_E_R_LA_N_D_s_cA_P_E _P_LA_N_. -------+-8_9_4_0 -+-L_F ---1 ( PUB UC STREET IMP ROVE ME NT NOT ES ) (D CONSTRUCT 6" CURB & GUTTER PER CNB STD-182-L, TYPE A. COLOR PER LANDSCAPE PLAN 860 LF (( @ CONSTRUCT ROADWAY PAVEMENT SECTION: AC: ADD 1" TO EXISTING SECTION THICKNESS. BASE: SUBTRACT 1" )) FROM EXISTING BASE THICKNESS. SOILS ENGINEER TO VERIFY SUBGRADE COMPACTION BEFORE PLACING 28310 SF f:l' CONSTRUCT 7" THICK, FIBER REINFORCED CONCRETE PAVING W/ TYPE Ill FIBER REINFORCEMENT OVER NATIVE 47050 SF MATERIAL \.::.) SAND COMPACTED PER DIRECTION OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. f ) SEE TYPICAL SECTION DETAIL D/3. USE F'C~2500 PSI @ CONSTRUCT 6" P.C.C. CURB & GUTTER, TYPE 'A', PER CNB STD-182-L. 535 LF , 0 CONSTRUCT OPENING IN CURB FACE FOR FLOW THROUGH. SEE DETAIL A/3. WIDTH PER PLAN. 23 EA @ CONSTRUCT 6" P.C.C. CURB ONLY, TYPE 'B', PER CNB STD-182-L. 85 LF CONSTRUCT PCC WALKWAY PER CNB STD-180-L. COLOR, FINISH AND SCORING PER LANDSCAPE OWG'S. 31600 SF '63' CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. 4560 SF WIDTH PER PLAN. ~ r;;, EA W CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE PER PLAN. 900 SF \.V CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE DWG'S. I ~ i 0 4 EA ( '65' CONSTRUCT P.C.C. COMMERCIAL DRIVEWAY APPROACH, TYPE II PER CNB STD-I 61-L. WIDTH 'W' PER PLAN, 800 SF 7 CONSTRUCT PARKWAY CULVERT TYPE "c'' PER CNB STD-319-L \:c::;.I R~lo.o'. r-®_s_c_O_N_ST_R_U_CT-A-CC_E_S_S_R_A_M_P_P_E_R_D_E-TA-IL_N_OT_E_D_. ---------------------+--1-0---,--E-A---, ( @ NOT USED _ _ ) ffi ® CONSTRUCT CONC. MOW STRIP PER LANDSCAPE OWG'S. LF ( ) 0£} CONSTRUCT 12" DIA. SDR-35, PVC CONNECTING PIPE UNDER WALKWAY. SEE PROFILE D/4 20 LF r,;;,, ( @7 CONSTRUCT MID BLOCK BUS TURNOUT TYPE I B PER OCTA GUIDELINES -FIGURE 20 855 1 SEAF )), f-----------------------------------------+----f-----, REMOVE & RELOCATE STREET LIGHT TO LOCATION SHOWN. EXTEND CONDUITS AND CONDUCTORS TO NEW l]1' CONSTRUCT 6" WIDE TRENCH DRAIN ADJACENT TO BULKHEAD CAP BEAM PER PLAN & PROFLE ON J/3. USE 139 LF ~ (1@689 LOCATION. EA l \_'..') ACO DRAIN, K100S TRENCH DRAIN W/STAINLESS STEEL PERFORATED GRATE (LOAD RATE 'c') SYSTEM OR EQUIVALENT. INVERTS PER PLAN. RECONSTRUCT EXIST. CATCH BASIN PER DETAIL SHOWN HEREON. I r-----------------------------------------+----r-----, @ CONSTRUCT 6" PVC, SDR-35 DRAIN PIPE. INVERTS PER PLAN. USE NATIVE SOIL FOR BEDDING. 400 LF (, ,-.;;c,.,70 CONSTRUCT 7" THICK, FIBER REINFORCED CONCRETE PAVING W/ TYPE 111 FIBER REINFORCEMENT (SEE GENERAL 6450 SF ) VY NOTE NO. 9) OVER NATIVE MATERIAL COMPACTED PER DIRECTION OF SOILS ENGINEER. SEE TYPICAL SECTION @ INSTALL STORAGE/INFILTRATION CHAMBER PER MANUFACTURES DIRECTION. USE 'STORMTECH SC-740' 85 DETAIL D/3 13 CHAMBERS OR EQUIVALENT. INVERTS PER PLAN. SEE DETAIL AN/XX LF @ INSTALL CONC. PAVERS PER LANDSCAPE DWG'S AND MANUFACTURES RECOMENDATIONS. GRADES PER PLAN. 3750 SF fw INSTALL 6" DIA. ATRIUM STYLE DRAIN INLET. USE NDS 90S OR EQUIVALENT. VERIFY COLOR WITH LANDSCAPE ( \:.::.! ARCHITECT BEFORE ORDING GRATES. 15 EA e---------------t-------t-----j @ INSTALL 4" PVC, SOR 35 OR SCH-40 DRAIN PIPE. INVERTS PER PLAN. 100 LF @ '---''-""'-17 INSTALL 8" PVC, SOR 35, DRAIN PIPE, INVERTS PER PLAN 75 LF @B CONSTRUCT MODIFIED 6" CURB & GUTTER WITH EXTENDED DEPTH PER CNB STD-182-L, TYPE A AND DETAIL E ON SHEET 3. @ CONSTRUCT 6" CONCRETE ® CONSTRUCT DECOMPOSED GRANITE PATHWAY PER LANDSCAPE DWGS. WATER FACILITIES CONSTRUCTION NOTES INSTALL 8" RWGV PER CNB STANDARD SPECIAL PROVISIONS, VALVE ANCHOR PER CNB STD-510-L AND VALVE RISER PER CNB STD-511-L. NOT USED INSTALL 3" PVC, SCH 40 WATER PIPE. INSTALL 2" PVC, SCH 80 WATER PIPE. INSTALL FIRE HYDRANT ASSM. PER CNB STD-500-L. USE CLOW FIRE HYDRANT, EPOXY COATED FITTING W/ STAINLESS STEEL BOLTS FOR CONNECTION. INSTALL 4" DCDA PER CNB STD-517-L, WITH 4" RWGV AND 16" X4" DIP EPOXY COATED AT MAIN LINE. INSTALL 8"X8"X4" DIP TEE. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. LF 3 EA ® INSTALL 4" PVC, C900, CL-150 PVC WATER PIPE. TRENCHING AND BEDDING PER CNB STD-106-L. W/ \f ,., 550 LF COPPER TRACI NG WIRE. ) t-c@ccsc--1-NS-T-AL-L-4'-' -DI-P,-90_'_B_E_N-D.-I-N-ST-A-LL_TH_R_U_ST-B-LO_C_K_S_P_E_R_C_N_B_ST-□---5-1 □---L---A.------------t\-t-/-c15,c--\-6----j--EA---j ) ® INSTALL 2" WATER SERVICE, METER BOX & METER PER CNB STD-503-L. EA @ INSTALL 2" RPP BACKFLOW ASSM. PER CNB STD-520-L-A. OMIT PCC PAD. 7 EA (4D 16"X8" DIP TEE. THRUST BLOCKS PER CNB STD-510-L-A. EA @ INSTALL 8" C900, CL-150 WATER PIPE. TRENCHING AND BEDDING PER CNB STD-I 06-L. 185 LF @ INSTALL 2 1/2" PVC, SCH 80 WATER PIPE. EA @ INSTALL 16" BUTTERFLY VALVE PER DIRECTION OF CITY WATER FIELD ENGINEER. 2 EA @ INSTALL 3" PVC, SCH 80 WATER PIPE. ,-,r-,.,,.-l.,-,-..,_..EA.- ( ·~ r-,::,--------------------------------------,'-t-----i-----i, , /4\'r,{i6) INSTALL 4" PIV PER CNB FIRE DEPT. REQUIREMENTS. ,..J 2 EA ) (&·@ ·. '•'•'• -. ·••'•'••-·-.... '\ \,__,,,,. 47 INSTALL 4" 45' DIP BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. 6 EA j (48) REMOVE -EXIST FH, VALVE AND FITTING 'AT 16' MAI!( TALL BLINDTLANGE ATFITTING. --,_. '--''-""''.__,_ (49) INSTALL 2" PVC, SCH 80 WATER PIPE. (50) INSTALL PVC, SCH 80 WATER PIPE. SIZE TO MATCH PLUMBING DWG'S. (5i) INSTALL 16" FLEX OR TRANSITIONAL COUPLING, LONG BODY STYLE, EPOXY COATED. USE 316 SS BOLTS. 4 ® INSTALL 16" PVC, C905, CL 235 WATER PIPE W/BELL JOINTS. TRENCHING & BEDDING PER CNB STDI 06-L. 453 (53) INSTALL 2-WAY FDC. USE GUARDIAN MODEL 6224 OR EQUIVALENT. (54) INSTALL 16"x6" DIP TEE. THRUST BLOCKS PER CNB STD-510-L-A. (55) INSTALL FIRE HYDRANT ASSM PER CNB STD 500-L. (56) INSTALL 8"x6" DIP TEE. THRUST BLOCKS PER CNB STD-5140-L-A. NOT USED NOT USED NOT USED INSTALL 6" DIP. TRENCHING AND BEDDING PER CNB STD-I 06-L. W/ COPPER TRACING WIRE. BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) 2 34 ENGIHEIRING MARK NERO, P.E. RCE 80066 EA LF EA EA EA EA EA EA LF 12/05/15 EXP. 09/30/16 SEWER CONSTRUCTION NOTES NOT USED INSTALL SEWER LATERAL CONNECTION, TYPE 'A' FOR 6" BLDG SEWER PER CNB STD-405-L. 4 INSTALL CLEAN OUT TO GRADE AT BLDG POC OR WHERE INDICATED PER CNB STD-400-L (MODIFIED). USE 4 -'' YE ,r, .,-,..-' i;~~~~'-''-...---·'-..--·'---"---·"'---''-._...,·'---·'-..,,,'-._V'---'..._ "'" @ INSTALL 6" PVC, SDR-35 BLDG SEWER. @ RESET EXISTING MAN HOLE RIM TO ADJACENT GRADE. @ CONSTRUCT CONC. RING 8" WIDE X 8" THICK AROUND MH RISER. @ NOT USED @ INSTALL 8" PVC, SDR-35 BLDG SEWER ADDENDUM 4 NARRATIVE: 9. QUANTITIES UPDATED ADDENDUM 6 NARRATIVE: 19. REVISED GRADING ALONG EAST FACE OF BLDG-1 NO. 80066 EXP. 09/30/16 20. REVISED ELEVATIONS AT PLAYGROUND AREA 21. ADDED CONST. NOTES 61 & 62 FOR 6" DRY FIRE LINE TO MARINA. APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: _______ _ AS-BUILT 217 336 EA LF EA EA LF C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m.an y(B;§!_gJn 01r1r1cc(B; ..: Landscape Architecture Master Planning Urban Design Q) ...J 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com \ [J (1_ ' I \ ' <D C: I ' ! I \ ' / I ' ..c u a (]) ca u REVISIONS DATE V) C 0 -a.. I(') 100% OESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: NOTES MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET Q2 OF 2 7 CONCRETE PAV£RS BUILD/NG 1-· ------------+~---------------" CONCRCT[ I NO. 2 ff=I0.80 BUILDING NO. 1 ff=l0.80 BUILD/NG NO. 2 FF=10.80 1.5% PROPOSED CONC. DEEPENED EDGE OF CONCRITE WALKWAY WALL PATIO PLA 2% SECTION SCALE 1 "~4• SECTION SCALE 1 "~4' 4" LIP CONCRCT£ PAV£RS CD SAND\ ED CONCRETE 2% CONCRCT£ PAV£RS \ ~lffiii1f ~Jft§i0~1~1 4" UP PLANTER FFNCE 8</ST. BULKHEAD 'NALL BUILDING NO. 1 FF=10.80 PLANTING MATERIAL \_ PLM1TING MATERIAL -· ~ x, ......... , ... •,, .. , ... ,,.,~= \= .. . SECTION SCALE 1 "~4• 4" UP ELfV. PER PLAN SECTION SCALE 1 "~4• DRAIN OPENING 3.7% LANDSCAPING SECTION SCALE 1 "~5• 9.70'TG ~ C, C, 0 9.70'TG NATIVE SAND COMPACTED PER SOILS REPORT PROPOSED SAND -·-· ·-··-· _ .. -·- (I) 2% BEACH SIDEWALK \ ' ~ 9.JJ'INV I -K01 K1 ~ PARKING LOT 6" CURB FACE 2% EXIST. BULKHEAD WALL SECTION SCALE 1 "=5' 79' t--P/L I r EXIST. SURFACE ffi / I. 7.0' BLACK D£T£CTABL£ WARN/NG SURFACE PER CITY STD. (TYP.) 7.0' j/ 5.0' \ I \ 9 63 TC 9.13 FS 7. ' '° 9.0,1 \._../ 6" CF \J J' TRANS. PER PLAN CURB OPENING J' TRANS. o" CF o" CF CURB OPENING DETAIL NOT TO SCALE: 6" CF -/ 1 ' ' 3 ,' JT ----JT - INDICAT[S COMPACT[D NAT/V[ SAND PER SOILS ENG/N[ER RA.JUNG 0.JJ' 1~J/8"R INDICATES COMPACT[D NATIVE SAND PER SOILS ENG/NEER INDICAT[S COMPACT[D NATIV[ SAND PER SOILS ENGINEER IND/CA TES PLANTING MATERIAL PER LANDSCAPE DRAWINGS 3 -PAVEMENT SECTION DETAIL / D' N NOT TO SCALE 6" CD W "' u :::, <t CONCRETE u ~ CURB-"-., • ' ' 3 , CONC. PAVING .COMPACTED NATIVE .SAND DEEPENED CURB AND GUTTER SECTION NOT TO SCALE -~,.., C, "' o; "5 "' 9.70'TG 9.70'TG ,1 ' I cS I I 9.15'/NV I 9.15'/NV I ~ROOFDRA/N ' \~---.. :::.=i==:::=J 9.19 TC 8.69 FS -ACCESS RAMP & BLDG ACCESS / 6 ' SCALE 1 "~5· 3 ' 4" £R UN£ OVER ~---F-/R~[ HYDRANT LATERAL TRASH ENCLOSURE 8 SCALE 1 "~5' 3 935 TC 8.85 FS 9.56TC 9.06FS .t 0 9.41TC O 8.91FS O 1 i W/D£ BO DER <§l_OOV/NG PER ¥§C 112 B.5 0 ~, 0 0 0 6.8' U£CTABL£ SURFACE STD. (TYP.j }/ SIGN 12" W1D£ BORDER GROOVING PER CBC 1127 B.5 ACCESS RAMP 7 SCALE 1 "~5• 3 R/W E 3 I 8. 10' 5.10' EXISTING CURB & GUTTER I 5 INFILTRATION SWALE (Sff DETAIL R/4) I I 4.58' 12.56' 55.00' 12.00' 55.00' 16.47' PLANTER J.0 ' 2 PLANTING I . . CD 0 0) MATER/AL DETAIL "A" N.T.S. 0) SECTION SCALE 1 "-20' C, " C, -oJ '0 co 0, 9.70'TG .... I I I I 8.96'/NV I 5 2 • <o COMMUNITY C[NT[R CONSTRUCT 6~ CURB ONLY PER CNB STD 182-l, TYPE B, COLOR PER LANDSCAPE PLAN. CONSTRUCT 6# CURB&: GUTTER PER CNB STD-182-L, TYPE A, COLOR PER LANDSCAPE PLAN. CONSTRUCT 7# THICK, FIBER RE!NFORCED CONCRill PAVING W/ TYPE JI/ FIBER REINFORCEMENT OVER NATIVE SAND COMPACTED PER DIRECTION OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. SEE TYPICAL SECTION DETAIL D/J. USE f'c=2500 psi CONSTRUCT PCC WALKWAY PER CNB STD-180-L. COLOR, FINISH AND SCORING PER I.ANDS-CAPE DWG'S. WIDTH PER Pl.AN. -I ' ' 3 ,/ - "' co "' "" - l 9.70'TG 9.70'TG ' I \ I I I I I I I I I \ 8.96'/NV 8.78'/NV /2.74'/NV "' 0, " "" - l I I ~ 9.68'TG 9.64'TG I 8.70'1NV "' "' ,.., - ----JT -+--JT 9.44TC JT -&!:....er-Jr >----" 8.94FS ':j~ --,,oooooO·~ooovo--I BLACK DETECTABLE WARNING loooooodoooooo"ocJ1;;. SUR•ACE PER CITY STD (TYP l)OOOOOOQOOQOOOOO•, I, ' " 000000000000000~1 , lOOoooooooooooa~,, , ~ 0000000000000, 001 ~ 6 CF ooooooooooooooooi, oooooootr,.,nnooooo -"0( "'1 \ ~ >i 12" Wi(JE BORDER GROOVING oo 1 PER G/)v 1127 8.5 0" CF O" CF \\ -ACCESS RAMP / 3 ' ' ' M!LI 9.68 FS FS C, ~11/ 12" WIDE BORDER G DOV/NG <ci PER CBC 1127 B.5 ~960 9.60 FS FS "') ,.., . ;;i i 0, ~ 000 • ...... V BLACK DETECTABLE WARN/NG " o~ol"ooo 000000000" ( 'D.0,,000°0°0°0°0;~0°0°0°0°,?, SURFACE PER CITY STD. TYP.) Oc:s:,, 00000000000' 01 'u·.,000000000~ _,'o, 1 0;;., • OOOOOOOOo'.'c;OOO ,oo 10000000, ooooc ooc 000 ,..,,.,...,_,:,_-=,_~ 9.70TC I O" LIP \ 9.70TC 9.20FS 9.20FS 7.0' I SCALE J "~5• ~ 9.02 TC 8.52 FS 8.97 TC O" CF O" CF 8.0' ACCESS RAMP SCALE 1 "~5• co ~ " ,.., - BLACK D£T£CTABL£ WARNING SURFACE PER CITY STD. (TYP.) 9.04 TC 8.54 FS 9.00 TC o" CF 12" W/D£ BORDER GROOVING PER CBC 1127 8.5 5 3 9.02 TC 8.52 FS ADDENDUM 4 NARRATIVE: 10. REVISED FS ELEV NEAR SEAWALL AREA \~ 14. REVISED PL LOCATION 9.62'TG ~ I 11 I I ~ 0 K9 K01 O-K10 INDICATES ACO K/00S PART NUMBER. ~ PART NUMBERS AR£ CONSECUTIVE UNLESS IND1CAT£D OTH£RWASE. I< 1 9 K020 K20 K29 -K030-I"') <.D CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG TRENCH DRAIN PROFILE J SCALE 1 "~5• BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) ENGIHEIRING 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: _______ _ ~ I OJ 0 l'0 ~ ffi C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m.an y(B;§!_gJn 01r1r1cc(B; ..: Landscape Architecture Master Planning Urban Design ~ ...J 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com ' <D C: I ! I \ ' / I ..c u a (]) ca '-1-- 0 u REVISIONS DATE C 0 -a.. I(') 100% OESIGN OEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: DETAILS MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET Q3 OF 27 r-a--~ I I I--""'""~ ----.. I-"" ---~----.. I ----.. '--.. 111 '--.. '--.. /'10 . '--.. 1lliJ~J ~----------_ - i:!: :1~~~~~~~ ____ J ~ : --~ -~ : ) -1--- I SHEET16 7 !l SHEET15 I SHEET14 SHEET13 I !:\?}:;:· ~- 1. ~- L -8-:" PROP. PARKING LOT ' I" i I ~~ 1::~=~~~> If--'. r ~ lvi I 1 I i :;11~.:c•: ;-.. -,pl· -I , I , I ~r i I O '1 C_/L 72' I 7' PCC 6' I 14' 12' 14' 13' LANDSCAPE 1-SID-[W,-~LJ(-,.LANDSCAPE11-------1------,------+LA-N-DS_CAP_E, PROP. PARKING LOT SHEET12 7 0 - , ",r -•--, • ~LE uj\ ~~~~p'-~-~, b ___ i_, Ll~-7 -J,)l L~-~ ~--~-1,-~-,11 Jn, _ 1ls_E_E -DET_A_IL_6_D_N _SH_E_ET_3(lf~tJ ___ _,_Jiz~'?:.,~~~=-=_=_~¼c-r-,;Q~;,~1L=_:=:~~~=-=_~J_=_=_=_=J'°~e.,0~1:"'_7-=--=,="=¥--=-~=-,., . '-/' '-..,' '\../ 0 < ,. PROP. 6" CURB _J PROP. 6" CURB ONLY PROP. 6" CURB PLACE • s, "~Y --VILELLE r----:::, '--.:v'l -1· ---· --7;~ ;: I SHEET 11 SHEET 10 SHEET 9 - - & GUTTER PER CNB STD-182-L, 1YPE A. SECTION SCALE 1" -1 O' SECTION J SCALE 1" -5' 4 R/W I 0 7 1' I Ct: <( _:; I--0 ~ 7" PCC (/) ::l =:) W<(O I. s (Jl (Jl B 4 & GUTTER PER CNB STD-182-L, 1YPE A. 7" CONCRETE 81.9' 119 s· AT BOTH PLANTER MEDIAN . . I DRIVE AISLIES II I I· ' I ' I I 11 1.l I I I , I , I , I \ , 7 ,7 'I- I f--'. V) I i:!: I~ I 1 ' : I I : -0 oo I ____ .,_________ ------------------------~-.....:::::..--_-_-_.,., 7.6 17 75 ------------7.1 11 16 " ------,---:a----- 7 8' 6' 1 7' P.A. CONG. /EX RAILING 26' SIDEWALK . /EX. BULKHEAD WALL DRIVE AISLE 2% MIN. .-_.· . · ... · : ',. -,~~~?1 j ---> ·--·-· ·-•.:'_,,.'•'·,(·/,: __ ,;··c;:·:,:·:"·.,;·,. .. •-·:":'·'.,·,"'·''',_'·.:,:·.~,-,' ... , •. ':. >: .. ,·. ,._.',.-'. :-:!::,'., ·-:: ... --.. · .•:, ....... :.·:,:.·,, .. • ·.: : ... ~·.: :.< :.:: ::_;:: __ /.::._ '--'/ -:-.:-">.,··_,n-: .. :,.• .• .,. "--": :~ '. :.-.-·,·_:.-: '" ,•,,_.'" ,.., , -;,• .. ,, .' ;-:,,•··· ,;,_:· '.,, .':'.~ --.--- s· WIDE CROSS .... ' u .. ... .. ,, ', .... .. , CONC. I 8' CONC. GUTTER CROSS WALK 6' PLANTER MEDIAN 12.5'± " PROPOSED INFILTRATION N SIDEWALK SWALE ~ ......... ,, ... , ,• ~; NATIVE SAND (COMPACTED) SECTION SCALE 1" CURB W/ / OPENING / PARKING ., _AREA INFILTRATION SWALE R SCALE 1" ~ 5' 4 A , ,:.,,. -:•"••,',,',' ..• ., .... I oo ~ t _, ,..-/ // SCE & TEL coN □UITS ../:oY?'08 _ ~(E)GA__sl--"r:~: ........ ---.... / FLOATING DOCK PR~P 16" PVC WATER MAIN I .... : __:__: .. ,::," :::.1-::> 3.9 FS TO TOP OF PIPE. _/L -~ .. ..-. ....-.... ..-8" VCP ss '-._,A, ~ A A --LIMIT OF EXCAVATION OVER TIE BACK MAIN 3.9' ANCHORS. PROTECTION OF THE TIE BACK INVERT 3:1 STRUCTURES AND STRUCTURAL INTEGRITY IS ""--~ ::-:::::s\ THE RESPONSIBILl1Y OF THE CONTRACTOR ANCHOR CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG WALL DEPTH PER - BULKHEAD PLANS BY MOFFATT AND NICHOLS -- BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) 0 0 0 ( " f f.i) l'====r- • WU<« 1ITI.IN~ ( ' J Q I " l "'·-'-----"'-"'·'=-------+ii-r~---,__..,.., ... , _______ ,_~---•-------'•·5 ...l.. ... , -"""!''!'" I -. I- "'-= ---5~' I WEST BALBOA BOULEVARD "' "'~ 1 , I x7.4 _____ _,...•·_· -------------+7~·6---------,<~------+ ENGIHEIRING INFILTRATION BASIN 7_2± 12/05/15 LANDSCAPE I 8 tL I LANDSCAPE S/W 5• 5• 5• --1--,-~, 1 9.3± S: S.·; /NrlLTRATION . ~ '=N~'h'l/dT~.. 7_4± BASIN =l)!(J!, .. 12" PVC SOR 35 BALANCE PIP[ ii NO. 80066 EXP. 09/30/16 PROFILE D SCALE 1" ~ 10' 4 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ --- I I I 69 --· .,,.------ I f--'. V) i!: (I I (Q -1 50' AS-BUILT -'S _/ "9' lll I 'I ,o I' _1&30 -~ . 7 '!, 7.3 " l;:j_9 o· 25' 50' SCALE: 1 " -50' C-3897-C MARK NERO, P.E. RCE 80066 EXP. 09/30/16 AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m.an ..J y(B;§!_gJn 01r1r1cc(B; ..: Landscape Architecture Master Planning Urban Design ~ 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ! I \ ' / ! ' REVISIONS ..c u a (]) ca .....,_ 0 u DATE C 0 -a.. I(') 100% OESIGN OEVELOPMENT s/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLESHEET INDEX & DETAILS MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET Q4 OF 2 7 CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG I -"' D NOTE TO CONTRACTOR: TH£ BERM SHALL 8£ MAINTAINED AND REMAIN IN PLACE DURING CONSTRUCTION OF TH£ BAY ST. WALL. AFTER COMPLETION AND ACCEPTANCE OF THE WALL THE MATERIAL IN THE BERM SHALL BE USED TO BACKFILL BEHIND THE WALL. THE ASTERISK NEXT TO THE FINISH GRADES ADJACENT TO TH£ WALL INDICATE FINISH GRAD£ AFTER FINAL BACKFILL IN PACKAGE J. _ INDICATES CONTROL POINT NO. _ INDICATES CONTROL POINT ELEVATION (NAVO BB) EXISTING CONDITION LEFT AT COMPLETION OF PACKAGE II - MARINA/ DREDGING FOR REFERENCE ONLY BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ENGIHEIRING 12/05/2015 NO. B0066 D'.P. 09/30/14 20' o· 10· 20· SCALE: 1 " ~ 20' AS-BUILT ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) MARK NERO, P.E. RCE 80066 EXP. 9/J0/14 AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR C-3897 aabb~n/Her:m_an u y(B;§!_gJn 01r1r1cc(B; .- Landscape Architecture Master Planning Urban Design ~ 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com \ .::JL !..) \ <D ..c u (1.. a (]) I ca \ +-I ' lo.... fD 0 ~ ' [: (]) z I '-I--• ' !..(__ 0 \ rD ·-u \ ' ( REVISIONS DATE C: 0 c.. LO 3RD PERMIT SUBMITTAL 09/20/13 AS-BUil T DELTA 5-PAD LIMITS DELTA 1-PAD ELEV PACKAGE 2 12/05/15 04/15/14 01 /07 /14 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 09/20/13 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE PACKAGE II ROUGH GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: 5 27 REF. SHEET 1 OF 4 RG -- ----------n ---------------------~---------0------u--------------------------------- - --- - - ---------(J,Oj-- l ---------- 95 FO ~: ~. :-: ,=NCE ONLY SEE ROUGH GRADING PLANS PACKAGE 2 55' X 55' AREA FOR __I ,,-RELOCATfD PALMS AND I HOLDING BOXED MATERIALS PER PACKAGE 1 PACKAGE 2 ROUGH GRADE AREA fl3"-------I--------':\::,-, I EE'1---------t----~ i I E&---- I I I I I I ' " □ ,~ '-~'//=. I \'--', \.Ji' '1 = I - r T I Q_ i' /-) V <C 9 • T 7 r T J 7 0 X '. •,./ q· In /' ·.___.) • -✓ 7 r --- 9.5 9.0 "' o;; D n LJ D D lJ D D D n 8.5-LJ D [] D - r-- f- 11 I w :r: Cf) w w Cf) w z _J :r: 0 f-<( ~ +--------X-+ D _ffi T 7 "";Jf;Y V ,_ -_,_ -_,_ -_,_ -_,_ -_,_ -->-a-_,_ -_,_ -_,_ \....~// '1 \ I -->--->--->--->--->---T, '4--->~ - L -1L ...L _JL ...L ..JL ):'..L ..JL ...L _J L ...L ..J L _L ..J L _J -;;"' I CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) ENGIHEIRING 12/05/2015 MARK NERO, P.E. RCE 80066 EXP. 9/J0/14 ADDENDUM 4 NARRATIVE:: 12. RG Reference updated per Package II, Delta 5 20· o· 1 o· 20· SCALE: 1" ~ 20' NOTE: ELEVATIONS IN PARK AREA ARE APPROXIMATELY 8" BELOW FINISH GRADE ELEVATIONS TO ALLOW FOR FUTURE SOIL AMENDMENTS EXISTING CONDITION LEFT AT COMPLETION OF PACKAGE II - MARINA/ DREDGING NO. B0066 D'.P. 09/30/14 FOR REFERENCE ONLY AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR C-3897 aabb~n/Her:m_an u y(B;§!_gJn 01r1r1cc(B; .. Landscape Architecture Master Planning Urban Design ~ 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com '-1-- 0 u • ( REVISIONS DATE C: 0 c.. LO 3RD PERMIT SUBMITTAL 09/20/13 AS-BUil T DELTA 5-PAD LIMITS DELTA 1-PAD ELEV PACKAGE 2 12/05/15 04/15/14 01 /07 /14 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 09/20/13 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE PACKAGE II ROUGH GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: 6 27 REF. SHEET 2 OF 4 RG 10.0 ·o··· ---? --\ ------I ' ------------- D )~□--------~ I I I I \ - N / ', -- ~□ ( ',,,, ~ D I APPROX/MATE UM/IS _./ \ ,---9 v J OF STONE COLUMN// \ "' ·o ------~1 __ 8._5 ______ ,_REA_C_ME_NT~/, ) / / // /1-\ \ w~•UoB I / / : \ I I ........ --/ ) ~ -( .......--/ I --/ \ ......-......-r / / I -~ I / I/ ·,S I / ---r 0 I I / _./ I f.1 __ L=~~-/// L~-~\---~I" / b~ '" \ \. X ' ' - - X I ' - () / [I I I ' 7 ' T EE 7 ' EXISTING CONDITION LEFT AT X 7.9 T 7 ' / ( I I < -----------I ----------------------' -----------------------------------------------'--------___ _,,__ --- - ------- - / / / / / , ✓---------1 4.0' ~ I I I EE PACKAGE 2 MARINA BASIN PLANS BY MOFFATT NICHOL PROPOSED MARINA BASIN BULKHEAD /fwoTECT IN PlAC[ EE I Al' ehKHEAD ni BACK __.-I ___.PROTECT lN flACE ~--1 -------r-.&· ALL LQ(W/ONS) \ '1!!!!!!111!!' gjJli'!!!. -1.t:·~--· •--•' .. ·, I I ~~,, I I ~-------x----------------x----------------x----------------x----------------x---------------~ X X u EE I 1 -- ' ___ _, w ' v I ··"'°'--·•.: -\-~.-~Gi ~ ~,-'· --G -\-\ \ \ \- \ I I V // ll~H----~------------ 7 EX/Si/NG BIJN.JJl,~G PROTECT IN PIAC[ I ~/ST. !!t.t ifAD 111111 llf B4C~S. PRIJTCCf Ill PIM'[ (m>,) . l ' I \\ ·, 1·1 ___ _ _, -----L_ _____ ' I 1 o· o· 5' 1 o· 7 .7 ASPH ~-======~1~,=================='i.1-..r~ y:_ 7 _ 3 SCALE: 1 " ~ 1 o· ! ADDENDUM 4 NARRATIVE: 12. RG Reference updated per Package II, Delta 5 NOT[: ELEVATIONS IN PARK AREA AR[ APPROXIMATELY 8" BELOW FINISH GRAD[ ELEVATIONS TO ALLOW FOR FUTURE SOIL AMENDMENTS co M PL ETI ON OF PACKAGE 11 -i-------=-----~~~~~-------~~----------::;;;~;;;:--~---------_____:C=--=-3-=-=-8977 MARINA/ DREDGING BASIS OF BEARINGS: • .s FUSCOE FOR REFERENCE ONLY CALL TOLL FREE , " , , , , , , , , , - 1-800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) 12/05/2015 MARK NERO, P.E. RCE 80066 EXP. 9/J0/14 NO. B0066 D'.P. 09/30/14 AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m_an u y(B;§!_gJn 01r1r1cc(B; .- Landscape Architecture Master Planning Urban Design ~ 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com ' ( REVISIONS ..c u a (]) ca '-1-- 0 u DATE C: 0 c.. LO 3RD PERMIT SUBMITTAL 09/20/13 AS-BUil T DELTA 5-PAD LIMITS DELTA 1-PAD ELEV PACKAGE 2 12/05/15 04/15/14 01 /07 /14 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 09/20/13 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE PACKAGE II ROUGH GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: 7 27 REF. SHEET 3 OF 4 RG UMIT OF PAD UNDERCUT BU/WING NO. 1 FF=/0.80 SECTION SECTION SCALE 1 ''=2' I ~ ,___2._o'± _ __,,, UMIT OF PAD UNDERCUT I ED GIRL SCOUT HOUSE BUILDING NO. 4 ff=10.00 G 4 LIMIT OF PAD UNDERCUT 4.0'± 1.9'± 2.2'± BUILDING NO. 1 FF=I0.80 PAD=B.05 SECTION B 4 2.0'± 18TH STREET n EXISTING SIDEWALK\ . UMIT OF PAD UNDERCUT I BUILDING NO. 1 ' ,., I~ FF=I0.80 ~ SECTION SCAI_E 1 "=2' ~ MIRROR OF C/4 ED UMIT OF PAD UNDERCUT 2.0'± SECTION 2.00' ~ BUILDING NO. 2 FF=1080 D 4 UGHTHOUSE BU/WING NO. J FF=I0.30 PAD=6.97 SECTION SCAI_E 1 "=2' 125'± ~ 4.0'± ii~ 2.7'± i r-t---------1 - - PARKING AREA EXISTING & FUTURE~ SIDEWALK ~====~ n LIMIT OF PAD UNDffiCUT J-1 ----=--_----=----~ ~ 11 [_---=--_J _ _ _ I:/ FINISH GRADE"' ROUGH GRAD£ _ -c_-:--• / "'------II [_ ---=--J_J ---------- -----~ BALBOA BL. SECTION SCALE 7 "~2' CD PROPOSED WALL SEE PLANS BY MOFFATT & NICHO~ "-,_ T.WALL =9.5 ~ ELEV. PER PLAN EXIST. WALK "'-... I--i . ' ' . . -~ __ .l..---p ~ • ~OF/LL PL PROPOSED BUS TURNOUT EXIST. WALK ~ -f_ -----=---::LI AFTER WAU CONSTRUCTION IS COMPLfil ROUGH GRADE UNE BEFORE WAU CONSTRUCTION. PROPOSED FINISH GRAD[ "-. WALK~ "___ __ ~ ~ ~ ~ _-r---- ROUGH GRADE SEE PLAN SEE PLAN 1% '· -,••' •• . ,, . _·_.:·' ··_. -· - SECTION SCA.LE 1 "=4' -- SECTION PROPOSED SAND T. BERM= 10'" SAND BERM~ )-__ ----- ,. K, '4, - L 4 .._____ .._____ .: ' ' ' ; . •• ·'· -..:::...... :-_._ ELEV. ffR PIAN GRADE BREAK ~ KEEP 2' BACK FROM BACK OF EXIST. WALK OR PROPOSED WALK WHICHE\lffi IS MOST NORTHERLY. (J) SECTION SCALE 7 "~2' -·-··-- -- 0. 7' /AND SCAPE _! AMENDMENT _ ------ ROUGH GRADE GIRL SCOUT HOUSE BUILDING NO. 4 FF= 10.00 SECTION SCALE 1 "~2• ED LIMIT OF PAD UNDERCUT PROPOSED CONG.~ ROUGH GRAD[ DEEPENED EDGE OF CONCRETE WALKWAY ELEV, PER PLAN AFTER WALK CONSTRUCT/ON IS COMPLETE ROUGH GRADE LIN[ BEFOR[ WALK CONSTRUCT/ON. 1% PROPOSED SAND EXIST. SAND / T. BERM=IO'\ PROPOSED BERM (DISPERSE MATERIAL OVER B[ACH AT CONCLUSION OF~ CONSTRUCTION) ______. ~ --------- SAND FILI_ ___. .._____ :._:.__, ' SAND. °FILI:. GRADE BREAK I ELEV. PER PIAN MArcr-1 ro £Xrsr ,.-_,._ • •· .. -~RAD[ AT WATERS EOG[ -- EXISTING CONDITION LEFT AT COMPLETION OF PACKAGE II - MARINA/ DREDGING CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SECTION / N' SCA.LE 1 "=4' '-4 - BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) ENGIHEIRING MARK NERO, P.E. RCE 80066 12/05/2015 EXP. 9/J0/14 NO. B0066 D'.P. 09/30/14 FOR REFERENCE ONLY C-3897 AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m_an u y(B;§!_gJn 01r1r1cc(B; .. Landscape Architecture Master Planning Urban Design ~ 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com \ .::JL !..) \ <D ..c u (1.. a (]) I ca \ +-I ' lo.... fD 0 ~ ' [: (]) z I '-1--• ' !..(._ 0 \ rD ·-u \ ' ( REVISIONS DATE C: 0 c.. LO 3RD PERMIT SUBMITTAL 09/20/13 AS-BUil T DELTA 5-PAD LIMITS DELTA 1-PAD ELEV PACKAGE 2 12/05/15 04/15/14 01 /07 /14 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 09/20/13 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE PACKAGE II ROUGH GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: 8 27 REF. SHEET 4 OF 4 RG 1 r LINE-J EXIST. CURB & er ~ c£::~;-0 7 1 \ SEE STREET IMPROVEMENTS_ GUTTffi PIP f.:: I PLANS FOR CONSTrUCT/ON .. ~~ ' ~~------------------------------------"'"< ,,:----~1e-----IN THIS AREA W BA¥1'30A BqULEVARb ◄ < ,t,,/ V 1 "5 \ \ 1 D frsD---s,---s,---SD---SD- ... I I I I I I I I I I I CONSTRUCTION NOTES CD CONSTRUCT 6" CURB ONLY P£R CNB STD 182-L, TYPE B, COLOR PER lANDSCAPE Pl.AN. 0 0 CONSTRUCT 6" CURB &: GUTTER PER CNB STD-182-L, 7YPE A, COLOR P£R LANDSCAPE PLAN. CONSTRUCT 7" THICK, FIBER REINFORCED C0NCROE PAVING W/ TYPE Ill F/B[R REINFORCEMENT OVER NATIVE SAND COMPACTED PER DIRECTION OF SOILS [NG/NffR. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. Sff 7YPICAL SECTION DETAIL D/3. USE f'c=2500 psi G) CONSTRUCT OPENING IN CURB FACE FOR FLOW THROUGH. Sff DUAIL A/3. WIDTH PER PLAN. 0 CONSTRUCT PCC WALKWAY PER CNB SID-180-L. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. WIDTH PER Pl.AN. CONSTRUCT MODIFIED 6" CURB & GUTTER WfTH [X"ffNQ[D DEPTH PER CNB ST0-182-L, TYPE A AND DETAIL E ON SHffT 3. ,_ --- --- ----~~ ~ ~c\ ~:~-~ TO MATCH EXISTING_) ~ I n:: ""s\B. EXIST. J.5' CB INLCT us~ EXIST. CURB & SIDEWALK GRADE u c.:, ~ -'./ PROTECT IN Pi.ACE GUTTER PIP --.... h ~ □ X r ~ / (} ./ V ~~ " ~V) ~b -------------,-~;-------------------------------------------4--n--~o_,~x,_ _______________ _ -+-··ls~---------------"',,':---------------------------------------------/j;',J/----------------------~ ~ UJ I 1 o· o· 1 o· SCALE 1" = 1 O' ADDENDUM 4 NARRATIVE: 8. DATUM CLARIFICATION AT SEAWALL 10. REVISED FS ELEV NEAR SEAWALL AREA 14. REVISED PL LOCATION 15. REVISED JOINT TRENCH LAYOUT 11 KEY PLAN SCALE: 1 "=250' - - C-3897-C BASIS OF BEARINGS: APPROVAL RECOMMENDED: = .. CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) ENGIHEIRING MARK NERO, P.E. RCE 80066 12/05/15 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m_an \\JJ (8)§ i.gJ n 01r1ri cc(B; Landscape Architecture Master Planning Urban Design ~ 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I ' REVISIONS ..c u a (]) ca '-1--- 0 u DATE C 0 -a.. U") 100% OESIGN OEVELOPMENT s/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1 /28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET Q9 OF 2 7 I I I □----'--I -----✓- D PER STREIT-~ IMPROVEMENT PLAN L 7 J [[[[ [[[[ [[[[ -"o 0 oo 6'a s.o rs BLDG 2 / COMMUNITY CENTER MATCHLINE: SEE SHEET 13 9 [[[[ ~~~' \ \ fa ~ 85.0' 21.0' 8 qi ~ c; '" ~1 ~ WEST BALBOA BOULEVARD 101 7 7 T 7 r--~~ I ~------+-------------------------------------------------------------------------- v-\ JJ-----+--------------------------------------------- ,--.;; T~l--Y-/f-~•--,---,---,---,---,---,---,---•---•---•---•---•---•---•---,--_,_ -_,_ -_,_ - - CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) BLDG 1 / SAILING CENTER _j /RAIN CHAIN -=-l,I~ ~"· 11 I (!'.ii J.O,o, ~ jl ~I _J[_ 1 ____ -- Il l ,,11 .,0~ I J.9% h0" ~s~s-'· - 2,0%_Jn. Gf:'-~----- [7 12:0% I , !, ! 0' ~ ' ' 1 m,;;;i 1111 ---=::::: .-,.,,,, ~n-'r------7. ------,,.0 I I ~o I ~1~-;,;, I 9.7o J ·1 il.__ =~ rff-- '■-I ..__ 1'( nf-·-----------LJ D CONSTRUCT/ON NOTES CD CONSTRUCT 6" CURB ONLY PER CNB STD 182-L, 7YP[ 8, COLOR PER LANDSCAP[ PIAN. r;;,,. CONSTRUCT 6" CURB & GUTTER PER CNB STD-182-L, TYPE A. COLOR PER "-V LANDSCAP[ PIAN. Q) CONSTRUCT 7" THICK, FIBE/? REINFORCW CONCRETE PA\1/NG W/ TYPE Ill FIBER REINFORCEMENT OVER NATIVE SAND COMPACTED PER DIRECTION OF SOILS rNG/NffR. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. SEE 7YPICAL SECTION DETAIL D/3. USE f'c=2500 psi 0 CONSTRUCT OffN/NG IN CURB FAC[ FOR FLOW THROUGH. SEE DCTA/L A/3. WIDTH PER PLAN @ CONSTRUCT PCC WALKWAY PER CNB STD-180-L COLOR, FINISH AND SCORING PER LANDSCAPE awe's. WIDTH PER PLAN. © CONSTRUCT TRASH ENCWSURE PER lANDSCAP[ DWG'S. 0 CONSTRUCT PARKWAY CULV[RT TYPE ~C" PER CNB STD-319-L @ CONSTRUCT ACCESS RAMP PER DETAIL NOTED. @ CONSTRUCT CONG. MOW STRIP PER l.ANDSCAP[ DWG'S. @ CONSTRUCT 6" PVC, SDR-35 DRAIN PIPE INV[RTS PER Pl.AN. US[ NATIVE SOIL FOR BEDDING. ADDENDUM 4 NARRATIVE: 1. ADDED DIMENSIONS 11. AREA DRAIN INVERT ELEVATION ADJUSTMENT ADDENDUM 6 NARRATIVE: 19. REVISED GRADING ALONG EAST FACE OF BLDG-1 1 O' o· 5' 1 o· SCALE: 1 ,. ~ 1 o' WORKL ------;-- IT LINE-/ CONCRETE COVER WITHOUT INSPECTION LID ATRIUM DRAIN INSIDE BOX DRAIN PIPE EYELET TO BOLT CHAIN TO SOIL SCREW RAIN CHAIN DRAIN INLET DETAIL NOT TO SCALE ENGIHEIRING 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 METER BOX s, ;c • ;r~B-I ' 17 S'l"l l!il!frnmJi"~'>'l' APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: _______ _ KEY PLAN SCALE: 1 °=250' AS-BUILT C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m_an y(B;§!_gJn 01r1r1cc(B; ..: Landscape Architecture Master Planning Urban Design Q) ...J V) C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com \ [J (1_ ' I \ ' <D C: I ' ! I \ ' / I ' REVISIONS ..c u a (]) ca '-1--- 0 u 100% OESIGN OEVELOPMENT DATE s/2/12 a.. I(") 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 1 Q OF 27 E a ITT ~ N MATCHLINE: D D ~ ' • ' 0 ·,.✓ ~ ',,~ y SEE SHEET 15 9.2 X: Qrs ~I ______,I, I I I I I I II I / D 0 0 =.---, I D 0 D □-,,- 0 ci - . --__ , ' ' -, I r + I T T I □ ' ~'J 7 T f /" 17-----,v_ JT ----JT -;---JT _/_; __ JT ---,-JT ----JT ----JT ---- LJ/ ~ □--GAS --~As ----,ls --+--G>',S -' ' ~ SEE SHT. 21 T T .Q-s1 T N D"" ---,,,-cs-·, --f ,s·, -16"W -]C!\-1 -- ...... wO----,;' .I ' ' I ' I PARK ~D/ C ,. ) ~□ \\~___,) ~□ D D D D 0 ... 7.60 BW EXISTING 16" WATER MAIN~,c.:---~ PROTECT IN PLACE -S 0 oO lo 7.86 BW ~ 1-. 1,----,--------,----.-,------.-------,,-------,--------.---~-.--------r--·-1 ----/\ 1 -~~~~-;t-1 --:-,._-1_.,._J--""""""'~1""""1 """"""!"'-""--";'~1 l"""""""+-----"""+--~~~~=-=-===-=-===-=-=-::!:i~ ' PCC PAVEMENT BUS PAD ANO V GUTTER T ---------- 0 7.97 BW ------. 0 ---------- G:l 3 ~ 9~ WEST BALBOA BOUL[VARD 2 ~ ------------------------,~,,~~------------------------------------------------------C,".><-f~ D ~ ~ (SEE SHEET 25 FOR IMPROVEMENTS) ~ ~ 101 7°5 CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) I I I (7.20). FL ENGIHEIRING MARK NERO, P.E. RCE 80066 * 12/05/15 EXP. 09/30/16 D ' ' ~-XIS[ CURB & GUTTER PIP D NO. 80066 EXP. 09/30/16 D APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ CONSTRUCT/ON NOT[S If\ CONSTRUCT 6" CURB ONLY PER CNB STD 1B2-L, TYPE B, COLOR PER LANDSCAPE V PlAN. 0 CONSTRUCT 6" CURB & GUTTER PER CNB SID-182-L, TfPE A. COLOR PER I.ANDSCAPE Pt.AN. R,. CONSTRUCT 7" THICK, FIBER REINFORCED CONCRETE PAVING W/ 1YPE Ill FIBER 0 REINFORCEMENT OVER NATIVE SAND COMPACTED PER DIRECTION OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. SEE TYPICAL SECT/ON DITA/L D/J. USE f"c=2500 psi 0 CONSTRUCT OPENING IN CURB FACE FOR FLOW THROUGH. SEE DETAIL A/3. WIDTH PER PLAN. ® CONSTRUCT PCC WALKWAY PER CNB STD-180-L. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. WIDTH PER PLAN. ® CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE DWG'S. (J) CONSTRUCT PARKWAY CULVERT TYPE "C PER CNB STD-319-L ® CONSTRUCT ACCESS RAMP PER OITAIL NOTED. ® CONSTRUCT CONC. MOW STRIP PER LANDSCAPE DWG'S. @ CONSTRUCT 12~ DIA, SDR-35, PVC CONNECTING PIPE UNDER WALKWAY. SEE PROF/l[ D/4 @ RESIT EXISTING MAN HOLE RIM TO ADJACENT GRADE. @ CONSTRUCT CONC. RING Bn WIDE X Bn THICK AROUND MH RISER. @ CONSTRUCT P.C.C. CURB ACCESS R.AMP PER CNB STD-181-L, CASE PER PLAN. -=40~1 s rl'E1ETTITT, I KEY PLAN SCALE: 1 "=250' 1 o· o· '..1-..r~ SCALE: 1 " = AS-BUILT 5' 1 o· I 1 o· C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m_an \\JJ (8)§ i_gJ n 01r1r1cc(B; Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I REVISIONS ..c u a (]) ca '-1-- 0 u 100% OESIGN OEVELOPMENT DATE s/2/12 a. I(') 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 11 OF 27 sff STREET IMPRovEM NTS ~t-J WITHIN 18TH STREET:;: OW\ -------~·~ > ==7lie~=--'-==7eie----'''-===7eie ,_ --- VILELLE P [ 1--- L.J.J i L.J.j I ~ V) ~ C() II / -+-------','-----------~ ------,>---T EXIST. R W f-. t:J ~ e: t:J ti) :r: :r: ti) f-. "' f-. -:z: CJ :z: ::, -CJ :r: > t::: 0 :s: <>: "-:z: ::, 0 ->== >-(.) CJ ::, CJ <>: I:: f-t/) ti) :z: CJ 0 CJ (.) ti) <>: 2 i ' ' ' ' ' ' ' ' ' ' ' \ ' ' -, ~ II~( ~ ~ ~ ~ ~ _I_ 8.32 TC 7.84 FL SEE SHEET 15 L__J 0 0 ----T r TURF__,,/ I IQ_B__[V ----T ----T ----T D L D D D ----T ----T • D --JT --JT[]__-JT - ,--- &O~~---- -~\ I D [] n,__ ___ _ ---------0--~'---------------------------------------------------------------------------+---, ~ ~ CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG WEST BALBOA BOULEVARD BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) ENGIHEIRING 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ CONSTRUCTION NOTES CD CONSTRUCT 5-CURB ONLY PER CNB STD 182-L, lYPE B, COLOR PER LANDSCAPE PLAN. 0 Q) CONSTRUCT 6-CURB & GUTTER PER CNB STD-182-L, TYPE A, COLOR PER lANDSCAPE Pl.AN. CONSTRUCT 7-THICK, FIBER RE/NFORCED CONCRETE PAVING W/ TYPE Ill FIBER REINFORCEMENT OVER NATIVE SAND COMPACTED PEI? DIRECTION OF SOILS ENG/NffR. COLOR, FINISH AND SCORING PER l.ANDSCAPE DWG'S. SEE TYPICAL SECT/ON DETAIL D/3. USE f'c=2500 psi 0 CONSTRUCT OPENING IN CURB FACf FOR FLOW THROUGH. Sff DETAIL A/3. WIDTH PER PLAN. 0 CONSTRUCT PCC WALKWAY PER CNB STD-180-L. COLOR, FINISH ANO SCORING PER l.ANDSCAP[ DWG'S. WIDTH P[R Pl.AN. @ CONSTRUCT TRASH [NCLOSUR[ ffR LANDSCAP[ DWG'S. 0 CONSTRUCT PARKWAY CULVfRT TYPE "C" P[R CNS STD-319-L @ CONSTRUCT ACC[SS RAMP ffR DHAIL NOTED. CD CONSTRUCT CONG. MOW STRIP p[R J.ANDSCAPE DWG'S. @ CONSTRUCT 12# DIA, SDR-J.5, PVC CONNECTING PIP[ UND[R WALKWAY. Sff PROF/l[ D/4 -=40~1 s rl'E1ETTITT, I KEY PLAN SCALE: 1 "=250' 1 o· o· '..1-..r~ SCALE: 1 " = AS-BUILT 5' 1 o· I 1 o· C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m.an \\JJ (8)§ i_gJ n 01r1r1cc(B; Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ! I \ ' / I REVISIONS ..c u a (]) ca '-1-- 0 u 100% 0ESIGN OEVELOPMENT DATE s/2/12 a. I(') 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO, C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 12 OF 27 t±1D (f) D ·,,,_ D ~ 0 I\ D •• \, > 0.40 TG J.5. -:'4STNV ..... '-P,.p "' ~~ r ,-=c--,.-\ /~----- • ,o.so Fs CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG EXIST. CONCRETE DEADMAN. ON+ PROTECT IN PLACE 10 45 TG'15' 853 INVb \,_LOW WALL 5££ ARCH. PLANS ~ ~------c9 1/ " I ~ \ f1 F 1 1 Q,.80 . \ ,,!__ I F/;f P: !•/#! \ 0 I i? \ \ I I I I 0 ======:® ------,Ci\ -------'C} SHOWER CONCRCTE FF= 10.80 PAD= 10.05 Tl I I I FF=10.80 PAD=9.97 I I I I I I I I I I I I _j SEE SHEET 10 BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) lal ENGIHEIRING MARK NERO, P.E. RCE 80066 953 -11!. 1 1 -~r---t----LJ,I_J +--+----, I I =l=::::;:;:.-~:=:"'~◊;=1-~i '--+---=2=·'="=i----'1dt i' J 12/05/15 EXP. 09/30/16 ---+tt-ii I 11 NO. 80066 EXP. 09/30/16 (10.00 MLLW) (9.77 NAVDBB) TOW < -V) '<::( a::i -<::( < -ct: "<:( ~ BULKHEAD WALL AND CAP. PROTECT IN PLACE (JO.OD MLLW) (9.77 NAVD88) TOW 9.15/NV ~ <ci ~ APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR 0 0 Q) 0 © © 0 © 0 @) ® ® @ ® @) @ @ @ DATE: ______ _ CONSTRUCT/ON NOT[S CONSTRUCT 6~ CURB ONLY PER CNB STD 182-L, TYPE B, COLOR PER LANDSCAPE PLAN. CONSTRUCT 6~ CURB & GUTTER PER CNB STD-182-L. TYPE A, COLOR PER LANDSCAPE PLAN. CONSTRUCT r THICK, FIBER R£/NFORC£0 CONCRCTE PAVING W/ TYPE 1/1 FIBER REINFORCEMENT OVER NATIVE SAND COMPACTED PER DIRECTION OF SO/LS ENGINEER. COLOR. FINISH AND SCORING PER LANDSCAPE DWG'S. SEE TYPICAL SECTION DCTAIL D/3. USE f'c=2500 psi CONSTRUCT OPENING IN CURB FACE FOR FLOW THROUGH. SEE DETAIL A/3. WIDTH PER PLAN. CONSTRUCT FCC WALKWAY PER CNB STD-180-L. COLOR, FINISH ANO SCORING PER LANDSCAPE DWG'S. WIDTH PER PLAN. CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE DWG'S. CONSTRUCT PARKWAY CULVERT TYPE "C PER CNB STD-319-L CONSTRUCT ACCESS RAMP PER DETAIL NOTED. CONSTRUCT GONG. MOW STRIP PER LANDSCAPE awe's. CONSTRUCT 1r DIA. SDR-35, PVC CONNECTING PIPE UNDER WALKWAY. SEE PROFILE D/4 CONSTRUCT 6~ WIDE TRENCH DRAIN ADJACENT TO BULKHEAD CAP BEAM PER PLAN & PROFLE ON J/3. USE AGO DRAIN, K100S TRENCH DRAIN W/STA!Nl.ESS STEEL PERFORATED GRATE (LOAD RAT[ 'C') SYSTEM OR EOUNALENT. INVERTS PER PLAN. CONSTRUCT 6~ PVC, SDR-35 DRAIN PIPE. INVERTS PER PLAN. USE NATIVE SOIL FOR BEDDING. INSTAU STORAGE/INFILIRATION CHAMBER PER MANUFACTURES DIRECTION. USE 'STORMTECH SC-740' CHAMBERS OR EQUIVALENT. INVERTS PER PLAN. Sff DETAIL AN/XX INSTAU GONC. PAVERS PER LANDSCAPE DWG'S AND MANUFACTURES RECOMENDATIONS. GRADES PER PlAN. INSTAU 6w DIA. ATRIUM STYLE DRAIN INLET USE NDS 90S OR EQUNALENT. VERIFY COLOR WITH I.ANDSCAPE ARCHITECT BEFORE ORDING GRATES. INSTALl 4 ~ PVC, SOR J5 OR SCH-40 DRAIN PIPE. INVERTS PER Pl.AN. INSTALl 8" PVC, SOR .35, DRAIN PIP[, IN\/ERTS PER PLAN CONSTRUCT 6~ CONCRETE ADDENDUM 1 NARRATIVE.· 8. DATUM CLARIFICATION AT SEAWALL 10. REVISED FS ELEV NEAR SEAWALL AREA 13. REVISED FS ELEVATION BY STAIRS ADDENDUM 6 NARRATIVE: 19. REVISED GRADING ALONG EAST FACE OF BLDG-1 -=40~1 s rl'E1ETTITT, I KEY PLAN SCALE: 1 "=250' 1 o· o· i...-..r~ SCALE: 1 " = AS-BUILT 5' 1 o· I 1 o· C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m_an \\JJ (8)§ i_gJ n 01r1r1cc(B; Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I REVISIONS ..c u a (]) ca ....... 0 u 100% OESIGN OEVELOPMENT DATE s/2/12 a. U") 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 13 OF 27 LC) ..--- 1-w w :r: (f) w w (f) w z _J :r: 0 ~ ~ □ D D ,--- □~ '_\_ D D -- D ) \,~\ -lff6L/:S \ ~\ ~¾ ~' rti\, ;jc/l Q~/ ,;;;::- 0 '# ' I QI 7 [1 L__L I_ BUILDING #3 (LIGHT HOUSE) REST ROOM ; D /~-....._ lkl.oh(/)0 9.9 I FS'.,j 9.8 FG 10.06 FS SHOWER ~CONCRCTE "--'---o-;::::';---= 7L D Q D lo 0 fo1 D EXISTING BEACH GRAD£U-.-< PER PACKAGE 2 --- D CONSTRUCT/ON NOTES CD CONSTRUCT 6" CURB ONLY PER CNB STD 182-L, TYPE B, COLOR PER I.ANDSCAPE Pl.AN. (1) CONSTRUCT 6" CURB &: GUTTER PER CNB SW-182-L, TYPE A, COLOR ffR UWDSCAPE PIAN. GRAD[ BREAK. ~--~~~~~-~-.-8.7 FG $AND TEMPORARY BfRM -·-. -· · SEE ROUGH GRAD/~ .. -. - -TEMPORARr' Bf~ D StE l?OUGH GRADING. P --D CONSTRUCT 7" TH/CK, FIBER REINFORCED CONCRCTE PAVING W/ TYPE Ill FIBER REINFORCEMENT OVER NATIVE Q) SAND COMPACTED PER DIRECTION OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. SEE 7YPICAL SECTION DETAIL D/J. USE f'c=2500 psi G) CONSTRUCT OPENING IN CURB FACE FOR FlOW THROUGH SEE DETAIL A/3. WIDTH PER PLAN. PLAN I. ""' ------r-.--------.--.~·-· A ·.. 1A _I_ /TURF__,/ CJ _L _\,_ t- 9.0 FL HP TOP BERM ~ 10' -·--,7 y _I_. / BEACH SAND__,/ --·-. _/_\__ --.-. ~-7- 9.5 r ~~\\ 10.0 FG y _L_ \ \ /TURF__,/ ------9.o---------------K:9~.o:,;G:----------------- C7 CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG \':"\, / . ' \\\ 8.J FS ~~11/~I ~ ,I ,f 6 MATCHLINE: SEE SHEET I j I I 1 1 / / 0 o; C:7 BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) 9.4 FS -1- ENGIHEIRING MARK NERO, P,E, RCE 80066 -t-· -.-, A _L_\,_ -·--------------- ,.,o /oO 12/05/15 EXP. 09/30/16 SEE NO. 80066 EXP. 09/30/16 10.34 Fs ---[] --D 10 D D D APPROVAL RECOMMENDED: (s) CONSTRUCT PCC WALKWAY PER CNB STD-180-L COLOR, FINISH AND SCORING PER LANDSCAP£ DWG'S. WIDTH PER Pi.AN. @ CONSTRUCT TRASH ENCLOSURE PEI? LANDSCAPE DWG'S. 0 CONSTRUCT PARKWAY CULVERT 7YPE "C PER CNB STD-319-L ® CONSTRUCT ACCESS RAMP PER DETAIL NOTED. 0 CONSTRUCT CONG. MOW STRIP PER LA..NDSCAPE DWG'S. @ CONSTRUCT ir DIA, SDR-35, PVC CONNECTING PIPE UNDER WALKWAY. Sff PROFILE" D/4 @ CONSTRUCT 6" WIDE TRENCH DRAIN ADJACENT TO BULKHEAD CAP BEAM PER Pl.AN & PROFLE ON J/3. USE AGO DRAJN, K/00S TRENCH DRAIN W/STA/NLESS STEEL PERFORATrD GRATE (LOAD RATE 'C) SYSTEM OR EQUIVALENT. I/WERTS PER Pl.AN. @ CONSTRUCT 6" PVC, SDR-35 DRAIN PIPE. INVERTS PER PLAN. USE NAT/V[ SOIL FOR BEDDING. @ INSTALL STORAGE/INFILTRATION CHAMBER PER MANUFACTURES DIRECTION. USE 'STORMTECH SC-740' CHAMBERS OR EQUNALENT. INVERTS PER PLAN. Sff DETAIL M1/XX @ INSTALL CONG. PAVERS PER LANDSCAPE DWG'S AND MANUFACTURES RECOMENDATIONS. GRADES PER PLAN. @ INSTALL 6" DIA. ATRIUM STYLE DRAIN INLIT. USE NOS 905 OR EOUNALENT. VERIFY COLOR WITH LANDSCAPE ARCHITECT BEFORE ORDING GRATES. @ INSTALL 4" PVC, SOR 35 OR SCH-40 DRAIN PIPE. INVfRTS PER Pl.AN. @ INSTALL 8" PVC, SOR 35, DRAIN PIPE, INVERTS PER PLAN C") ,..... 1-w w I (f) w w (f) w z _J I 0 ~ ~ -=40~1 s rl'E1ETTITT, I KEY PLAN SCALE: 1 "=250' 1 o· o· i...-..r~ SCALE: 1 ,, = 5' 1 O' I 1 o· C-3897-C MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: _______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m_an y(8)§1.9Ju1l 01f1f!CG(B; ..: Landscape Architecture Master Planning Urban Design Q) ...J V) C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com ' <D C: I ' ! I \ ' / I REVISIONS ..c u a (]) ca '-1-- 0 u 100% OESIGN OEVELOPMENT DATE s/2/12 a. I(') 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO,: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO, C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 14 OF 27 <.O ..--- 1-w w :r: (f) w w (f) w z _J :r: 0 ~ ~ D Q----t--1 ~ D D 0 B.J· FS CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG ' /'/' I i I 1,11/ ' ' ' '/'/ ' ' l /1/1 I I I I 1;1; ! I 1,1, i I /'/ I Ii Ii ' BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) DD □ ENGIHEIRING 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 CONSTRUCT/ON NOTES (j) CONSTRUCT 6" CURB ONLY PER CNB STD 182-L, TYPE B, COLOR PER LANDSCAPE PLAN. .□ 0 CONSTRUCT 6rr CURB & GUTTER PER CNB STD-182-L, T(P£ A, COLOR PER LANDSCAPE PLAN. D D D D D APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ (1) CONSTRUCT 7" THICK, FIBER REINFORCED CONCRETE PAVING W/ TYPE Ill FIBER REINFORCEMENT OVER NATNE SAND COMPACTED PER DIRECT/ON OF SOILS ENGINEER COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. SEE TYPICAL SECTION DETAIL D/J. US[ f'c=2500 psi 0 CONSTRUCT OP£NING IN CURB FACE FOR FLOW THROUGH. SEE DETAIL A/3. WIDTH PER PLAN. r,;-,. CONSTRUCT PCC WALKWAY PER CNB STD-180-L. COLOR, FINISH AND SCORING PER iANDSCAPE OWG'S. \::.J WIDTH PER PlAN. @ CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE DWG'S. 0 CONSTRUCT PARKWAY CULVERT TYPE ~c· PER CNB sro-J19-L @ CONSTRUCT ACCESS RAMP PER DETAIL NOTED. 0 CONSTRUCT CONG. MOW STRIP PER LANDSCAPE DWG'S. @ CONSTRUCT 12" DIA, SDR-35, PVC CONNECTING PIPE UNDER WALKWAY SEE PROFILE 0/4 f;1\ CONSTRUCT 6" WIDE TRENCH DRAIN ADJACENT TO BULKHEAD CAP BEAM PER P!AN & PROFLE ON J/J. USE \!..Y AGO DRAIN, KWOS TRENCH DRAIN W/STAJNL£SS STEEL PERFORATED GRATE (LOAD RATE 'c') SYSTEM OR EQUIVALENT. INVERTS PER P!AN. @ CONSTRUCT 6" PVC, SDR-J5 DRAIN PIPE. INVERTS PER PLAN. USE NATIVE SOIL FOR BEDDING. @ INSTALL STORAGE/INFILTRATION CHAMBER PER IMNUFACTURES DIRECTION. USE 'STORMTECH SC-74-0' CHAMBERS OR EQUIVALENT. INVERTS PER PLAN. Sff DETAIL AN/XX @ INSTALL CONG, PAVERS PER LANDSCAPE DWG'S AND MANUFACTURES RECOMENOATIONS. GRADES PER PLAN, r.?'. INSTALL 6" DIA. ATRIUM STYLE DRAIN INLET. USE NOS 90S OR EQUIVALENT. VERIFY COLOR WITH lANDSCAPE \!::!} ARCHITECT BEFORE ORDING GRATES. @ INSTALL 4" PVC, SOR 35 OR SCH-40 DRAIN PIPE. INVERTS ffR PIAN. @ INSTALL 8" PVC, SOR 35, 0/?AIN PIPE, INVERTS PER PLAN / ( I D D D- KEY PLAN SCALE: 1 "=250' 1 o· o· i...-..r~ SCALE: 1 " ~ ADDENDUM 6 NARRATIVE: 5' 1 o· ! 1 o· 20. REVISED ELEVATIONS AT PLAYGROUND AREA AS-BUILT C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m_an \\JJ (8)§ i_gJ n 01r1r1cc(B; Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I REVISIONS ..c u a (]) ca '-1-- 0 u 100% OESIGN OEVELOPMENT DATE s/2/12 a. I(') 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO, C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 15 OF 27 D D D l D D D D D LJ ~ 1:=:o - ---~~~,liit'~-'-'----~~~====~:=.1 § ~~ ) • --------:-:--'-----_____ :.__ ______ --c _ _:_ ___ :__ ___ __c _____ -:--~---------1""' . CAUTION. WORKS I I • ~j°' ,,,, '""-""~ =soAA,e ., '°'"' ·~ ,-_ ' " ,_ ""~ ~ ,=o<e =o I ' r'7 D ~ "' TCMPORARr-ern .. , • • i~ ~1 I\ LJ • FORWALLCONSTRUCTION\ --I_ -------------□---..,.___ - -·-------·--.----------------,-----------.---~l ' i I D ~1'>~ -~ D -~ ---L _\__ - -~ ·_ -" 7-- - - - -..L --'----- - - - -~-T \JB-ftibG • L_ _, "y / TOP BERM_L.,_ To' ~8fi,/;f/ .r_ - - - - -_· ---;:-- I - -}( __ t _. _· -~ _'~ r---D ...----------------·-------. . . -. n --., / 115 n ~,/ T~~ /; T I Ji t±j L '"'. '~ I I ( _J -' ! ! ! I . I I w z _Jr-' I u i □ D D D D : : ' ' I I I SEE STREET IMPROVEMENT ' ' □~ ----Li__ -i i ----------------_ ---I / --------I i' ---------'----"------ I PLANS FOR CONSTRUCTION IN BAY AVE. BAY AVENUE ----------------------------------------=------------------------------------------------------=------------------------------------------- ------------------------------------------- --------------------------------------------------------------------------------------------- I--~ -~ n 1:/ ~ / 'if 6 Q D D D D D D D ------------------- -----------L r_j'-,'------+--.. ----------------------------------------------------------------7- 1 I D I )( I • I 1--- (/) \I ~ u I '(-r- I . I ' ~ , ""' I.!') ...---- 1-w w I Cl) w w Cl) w z _J I u ~ ~ KEY PLAN SCALE: 1 "=250' Rabb~n/Hefm_an ~ COl(B;§!_gJn 01r1r1cc(B; -; Landscape Architecture Master Planning Urban Design V) 92663 C 0 -a. 833 Dover Drive Newport Beach, CA (949)548-3459 I www.rhdo.com ~ z -~--------------,~j -a, ~ Qr ~z ~ ~ zw ~-~"••11 .FUSCOE h .... ' i5 ~~ ~~ ~~ <( ~ Z> ~u ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com I(') ) ' I \ ' ~ !../ \ [J ..c u ' a_ a (]) ' ca I \ +- ' lo.... <D 0 Q_ .. ~ c:. (]) ' z I • ' !a.(._ \ ~ \ ! I \ ' / I REVISIONS DATE 100% 0ESIGN OEVELOPMENT s/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 I D PACKAGE3 ) ""' )[] 1 o· o· 5' 1 o· I '..1-..r~ ! I ' 1 " 1 o· SCALE: ~ & DELTA 6 02/06/15 AS-BUILT 12/05/15 CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: I 7/lJ !k-12/05/15 MARK NERO, .. PE RCE 80 066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR JOB .: No 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1 /28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 16 OF 27 I I I 6. TC 6. 6FS 61 6. 2TC SM/CUT e. rs 64 I (6.32FL) ( 1/2" U MATCH £ T. LIMIT (i)F RWOVAL ± (NEAREST FULL JOINT ALLEY APPRDAC/--1, S/ D/W 'x.', SIDEWALJ< CURB AND GUTTER ( I S'LY CURB LINE C.~LL TOLL FREE 1-800-227-2600 BEFORE YOU DI<~ BAY AVENUE □ D D D D D D D D D D D D --~----JD --- (SEE STREET IMP. PLAN F"OR PAVEMENT CURB & SIDEWALK IMPROVEMENTS IN BAY AVE.) D D D D D □ -------------------- BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) ENGIHEIRING MA.RK t,JEFO, P.E. RCE OOUGfi ' ' ' ' ' ' ' ' 12/05/15 NO. 80066 EXP. 09/30/16 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' APPROVAL RECOMMEMDED: f,1A.RK HARMQr~ f,11.Jr,!ICIF.AI_ OFERATIONS llEPA.RTMENT [)IRECTCR CONSTRUCTION NOTES 0 CONSTRUCT 6" CURB ONLY PER CNB STD 182-L, TYPE B, COLOR PER LANDSCAPE PLAN. 0 CONSTRUCT 7" THICK, FIBER REINFORCED CONCRETE PAVING W/ TYPE Ill FIBER REINFORCEMENT OVER NATIVE SAND COMPACTED PER DIRECTION OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. SEE TYPICAL SECTION DETAIL D/3. USE f' c=2500 psi @ CONSTRUCT PCC WALKWAY PER CNB STD-180-L. COLOR, FINISH AND SCORING PER LANDSCAPE OWG'S. WIDTH PER PLAN. @ INSTALL 2" PVC, SCH 80 WATER PIPE. @ CONSTRUCT 6" P.C.C. CURB & GUTTER, TYPE 'A', PER CNB ST0-182-L. @) CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE PER PL.AN. c.o ...-- 1-w w :r: Cl) w w Cl) w z ....J :r: 0 ~ ~ DISPOSITION NOTES QJ PROTECT IN PLACE [TI REMOVE ITEM NOTED ADDENDUM 4 NARRATIVE: 4. ADDED DISPOSITION NOTES 6. ADDED GRADE ELEV'S AND CONSTRUCTION NOTES TO W'LY END OF BAY AVE. AND PORTIONS OF 19TH ST. (SHT 1 0, 24, 26) ;[=20~1 • rl'E1ETTni':1'6 KEY PLAN SCALE: 1 "=250' 1 o· o· i...-..r~ 5' 1 o· I SCALE: 1 " = 1 O' AS-BUILT C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m.an \\JJ (8)§ i_gJ n 01r1r1cc(B; Landscape Architecture Master Planning Urban Design ~ 2 .. "3.:3. Dover Drive i':-Jewr;'.crt Beach, C.A. 9266,) ( 949 )548-3459 'N\lv'IN. rh do. com ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I ..c u a (]) ca '-1-- 0 u i CO% DESIGN OEVELO:CMEl·H ~ ;,, /1 ·- 1_, / /_ / /_ . . C 0 -a. I(') 60;, COl'JSTRUCTIOl'J DOCUMENTS 11/20/12 90% COl'-ISTRUCTIOl'-1 DOCUMEt-!TS i i)ll% COflSITiUCTION DOCUMf::NTS 10/,3/13 PERMIT 5ET SUBl1IITT.',L /3\ ADDENDUM ' L.:::., V ,, /4'• ADDENDUM 4 ~ ;; DELTA C / ;)\ C '---'---' /.5\. DELTA n ~ " AS-BUILT 1 '"3 '1 • /Lt/ ·'·f 4 /3/14 R 1'5 '14 _, I L I ' ' 12/1.3/14 (''"'' 10G '1° JL/ '/ ~' 12/05/1 ~. PACKAGE 3 JOB 1'•10.: 1001.01 R/Hdc/FEI 1-.,-1 E __ )P. -• 1 /28/14 CITY Pf',CJECT NO. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 17 OF 27 -BAY AVENUEROP CURB INLET-' EROSION CONTROL NOTES I I 0 EC-9 EARTH DIKES AND DRAINAGE SWALES co_~ 0 SE-6 SAND BAG BERM PER C/15 /~ ', 0 SE-10 STORM DRAIN INLET PROTECTION PER D/15 0 WE-1 WIND EROSION CONTROL PROP. ~ CURB &: GUTTER ■ ® TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER A & B/ 15 DO NOT USE GRAVEL BASE 0 SE-7 STREET SWEEPING + VACUUMING 0 WATER SAMPLE POINT (SEE PROJECT WQMP) ---- IT IS THE CONTRACTOR/SUPERVISOR'S RESPONSIBILITY TO KEEP THIS SWPPP CURRENT. BMPS SHOULD BE ADDED, MOVED OR REMOVED BASED ON SITE CONDITIONS. HAND-MARKED ALTERATIONS WITH INITIALS AND DATE ARE AN MAP ACCEPTABLE FORM OF ALTERATION. THE CONTRACTOR MAY BE ASKED AT ANY TIME TO PRODUCE THIS SWPPP MAP. FAILURE TO KEEP THIS MAP CURRENT COULD RESULT IN A NOTICE OF VIOLATION AND/OR FINE. STABILIZED CONSTRUCTION ENTRANCE, MATERIAL DELIVERY AND STORAGE AREA, WASTE COLLECTING AREA, AND EQUIPMENT AREA SHALL BE DESIGNATED BY SITE SUPERVISOR AND INCLUDED ON THE SWPPP / EROSION CONTROL PLAN. AS SITE CONDITIONS CHANGE, THE SWPPP / EROSION CONTROL PLAN SHALL BE UPDATED TO REFLECT CURRENT CONDITIONS. 3" TO 6" COARSE /-AGGREGATE / ,,-CORRUGATED STEEL PANELS -/o • ."1!loo,~si/1g~/4Gci~AL SECTION C-C ,---CORRUGATED STEEL PANELS I I 111111111111111111111111 I 24' MIN _I NOT TO SCALE 18 ENTRANCE/EXIT TIRE WASH ® DETAIL A ' I f!:I co - ~1~ BEFORE YOU DIG v,ui;~ LIMIT I INF -'----"-4--~ 48" MAX I 12" MIN SECTION A-A -- A----, A---_J \ I 1-- 1 I I SAND BAG BERM DETAIL C NOT TO SCALE 18 BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾"BENCHMARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7 142 FEET (NAVD 88, YEAR LEVELED 1989) t 3" MIN. OPENING ~1 r x 1 -SECTION A-A BETWEEN BAGS TOP ROW I + A---~ SANDBAG I I + + EXIST. BASIN NOT A PART I so· o· 25• so· SCALE: 1" ~ 50' INLET PROTECTION DETAIL D NOT TO SCALE EHGINEERIHG 12/05/15 tvlAR:< NERO, P.E. RCE RCOUi 18 1. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SWPPP. 2 THE CONTRACTOR SHALL REGISTER THE PROJECT WITH "SMARTS" SYSTEM AS QSP. NO. 80066 EXP. 09/30/16 APPROVAL ;~ECOMME~mrn: tvlAR:< HARf,flt,! MUMICIPPL OPERATIQ1\JS DEPARTtvll:l·Jl DIRECTOR CATE: ______ _ AS-BUILT C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR Rabb~n/Hei:m_an ...J a (8) § I ~J [f1] 0 ITT' I c;(8) .;: Landsc<Jpe Architecture Master Planning Urban Design ~ C: 0 - ~33 1·',,-.,,µ,· Dr,·,•µ ,_,, ' _, -·' ~-' v~, Nev,1oort 8each, CA 9266.3 (949)548-3459 vv vvvv·. rh do. con1 ENGINEERING 16 795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com 10/E\/ISIUfl'-_; ..c u 0 Q) cc 100% DESIGl•,J DEVEI_CPMDH DATE 8/2/1:2 c.. Go;, COf!STRUCTIOf! DOCUMENTS 11 /20/12 I ' 90% COt✓ST;=;UCTlot✓ DOCIJMEr,ns 5/3/13 1lliJ% COt-lSll<UCTIUt-1 DUCIIMENTS 1C/8/U ' . PERMIT SET SUBMITT.~L f· ;r;\ L_"_'.. i.DDENDIJM 3 DEL T,4 6 AS-BUii_ T PACKAGE 3 1 /28/14 4/3 /14 . ' e/2:,/14 12/1.3/1.ir 07 /06 /15 -, ' 12/05/15 JOB NC.: 1001.01 DR1\WN EY: R/Hdo/FEI D/\.TE: 1/28/14 CITY Ff,U,JECT l·✓O C-.:1897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: MARINA PARK CIVIL IMPROVEMENTS SHEET: 18 SHEET OF 27 E u " el I I I I > I SHOWER ' ' ' ' Ill [QJ . 6 STA 13 14.0 END 8" LINE 39 STA 13+ 1/2.0 2' SI/C &! MTR. ' -□ 39 STA 13T©9:~ 2 SVC & MTR. _____ , 36 STA 12+99.5 ------4" 'IRE --- 55 56 STA 12+87.7 FH I I I I . I PROP. BEACH SHOWER CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG 2" PVC, scH·-so DOM WATER PIP.E TO BLDG NO. 3. ' LIGHTHOUSE· RESTROOMS 33 BLOG. NO. 3 LIG~J2,HOUSE • 00 ~i!f?cQQMS. NOTE TO CONTRACTOR: DD NOT HOT-TAP EXIST. 1.6" CMCL STEEL WATER. PIPE . . SHUTDOWN OF EXIST. WATER MAIN. SHALL BE COORDINATED WITH THE Cln' WATER DEPARTMEN.T. WATER PIPE. TO SHOWER 'so' . SEE PLUMBING DWGS. . ~ 0 0 • 0 0 0 e r1 0 * WEST BALBWA BASIS OF BEARINGS: i EE 0 ___ , 0 ___ , ___ , EXIST. GAS MAIN PROTECT IN PLACE EXIST. 16" CAST IRON PIPE PROTECT IN PLACE. BOU LEVA/RO 1.1 EE ___ , 0 ENGIHEIRING BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. 0 ) ___ , • •.. . .· : . . -r~ ' 0 SEE PL MBING PUANS FDR POC \__,_)' FOON1AIN 0 0 0 • EE ___ , ___ , ___ , GAS LINE 0 oO 1.5 NO. 80066 EXP. 09/30/16 0 12/05/15 ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) MARK NERO, P.E. RCE 80066 EXP. 09/30/16 . CONSTRUCTION NOTES -W. INSTALL s"· RWGV, PER ·cNB STA°NDARD SPECIAL .PR(Ji/lSIONS, VALVE ANCHOR PER CNS STD-510-L AND VALVE ~ RISER PER CNB ·STD-511-L. @ Nor'·usm. ®. INSTALL 3~ PVC, ·scH 40 WATER ·PIPE. ·@ INSTALL 2.'" PVC, SCH 80 WATER Pl~E. · ~--.':~:;'._4_iN'S'fAl::k----J;:IRE_HYDRANT 'ASsM'. PER "cNB SID'.:co§Q0---=i:;---OSE CLOW FIRE HYDRANT, EPOXY" COATED FITTING W/ \'::'.;:.! STAINLESS STEEL BOLTS FOR CONNECTION ~f7~S1'Att-4"._0CDt.U:.ER CNB ST0-51:Z-L.-WiJ-t,,1-¥---1':WGVAND 16" X4" DIP EPOXY COATED AT MAIN LINE . @ INSTALL 8nX8"X4" DIP TEE. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. INSTALL 4n PVC, C900, CL-150 PVC WATER PIPE. TRENCHING AND BEDDING PER CNB STD-106-L. W/ COPPER TRACING WIRE. INSTALL 4n DIP, 90" BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A INSTALL 2n WATER SERVICE, METER BOX & METER PER CNB STD-503-L. INSTALL r RPP BACKFLOW ASSM. PER CNB STD-520-L-A. OMIT PCC PAD. 16"X8"' DIP TEE. THRUST BLOCKS PER CNB STD-510-L-A. INSTALL Sn C900, CL-150 WATER PIPE. TRENCHING AND BEDDING PER CNB STD-106-L. INSTALL 2 1/2n PVC, SCH 80 WATER PIPE. INSTALL 16n BUTTERFLY VALVE PER DIRECTION OF CITY WATER FIELD ENGINEER. REMOVE EXIST. FH, VALVE AND FITTING AT 16n MAIN. INSTALL 2n PVC, SCH 80 WATER PIPE. INSTALL BLIND FLANGE AT FITTING. INSTALL PVC, SCH 80 WATER PIPE. SIZE TO MATCH PLUMBING DWG'S. INSTALL 16n FLEX OR TRANSITIONAL COUPLING. LONG BODY STYLE, EPOXY COATED. INSTALL FIRE HYDRANT ASSM PER CNB STD 500-L. USE 316 SS BOLTS. INSTALL 8nx6"' DIP TEE. THRUST BLOCKS PER CNB STD-5140-L-A. ,-' "' X w EE ~/ t;; ;CJ 0 zj 0 c,I N 0 ~ w "' :, I-' -le ~ -/;Jr, w w I !;i }a=, Cl) -•---•-""t -w ,,~-w Cl) I 0 o' 48 0 01 a I 0 0 I ; ,.- * • • I 20' o· 10' 20' 'I. SCALE: 1 " ~ 20' C-3897-C APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m_an \\JJ (8)§ i.gJ n 01r1ri cc(B; Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I ' REVISIONS ..c u a (]) ca u 100% OESIGN OEVELOPMENT DATE s/2/12 a.. I(') 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. 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SEE BUILDING SPRINKLER PlANS > FOR CHECK VALVE. /SOIAT10N VALVE AND FIRE DEPT. CONNEGnON (roe) ON BUILDING. FINISH FLOOR -EXPANSION JOINT WITH 2n ~IN. l---1--:,r-(INTERSTITIAL SPACE) CLEARANCE SINGLE PIECE STAINLESS STEEL SWEEP ),''----\ 11---.,__::--P-IP_E_M-AT_ER_IA_L ____ ;Ji'"'.lr-:f---"{,;·/ ~:z__ THRUST BLOCK CONDITION CHANGE 1 ___ 1 \/ 1 0.5 S.F. BEARING AREA NOTE: PR0\1DE EXPANSION JOINT 'MTI-1 2' MIN. (INTERSTITIAL SPACE) CLEARANCE IF WATER UNE NEEDS TO PASS TI-1ROUGH FOOTING •CONFIRM Will-I FIRE SPRINKLER PLAN PR/OR TO CONSTRUCTION FIRE RISER DETAIU 1 \ N.T.S. \2Q) CONSTRUCTION NOTES: INSTALL 3Q PVC, SCH 40 WATER PIPE. INSTALL FIRE HYDRANT ASSM PER CNB ST0-500-L. USE CLOW FIRE HYDRANT. EPOXY COATED FITTING W/ STAINLESS STEEL BOLTS FOR CONNECTION. INSTALL 4" DCDA PER CNB STD-517-L, WITH 4" RWGV AND 16" X4" DIP EPOXY COATED AT MAIN LINE. INSTALL 4" PVC, C900, CL-150 PVC WATER PIPE. TRENCHING AND BEDDING PER CNS STD-106-L W/ COPPER TRACING WIRE. @ INSTALL 4n DIP, 90" BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. ® INSTALL 2" WATER SERVICE, METER BOX & METER PER CNB STD-503-L. @ INSTALL 2" RPP BACKFLOW ASSM PER CNB STD-520-L-A OMIT PCC PAD. @ INSTALL 2 1/2n PVC, SCH 80 WATER PIPE. @ INSTALL 16" BUTTERFLY VALVE PER DIRECTION OF CITY WATER FIELD ENGINEER. @ INSTALL 3" PVC, SCH 80 WATER PIPE. / /4F,j INSTALL 4" PIV PER CNS FIRE DEPT. REQUIREMENTS. a~---/---------------~------~---------~--------~-\ Lill@, INSTALL 4" 45' DIP BEND. INSTALL THRUST BLOCKS PER CNS STD-510-L-~ .._. + ...__ ..____ • ...__...__...__ '----...__...__ ...__...__....__, ...__,.____,,...___, 0) ,.- 1-w w I Cl) w w Cl) / EXIST. MARINA BASIN VERIFY MARINA UTILITY POC'S WITH PACKAGE 4 ALIGNMENTS BEFORE INSTALLING TERMINAL ENDS OF CONDUITS I-----c---c--- i -----~-------------- 1 , -11 ( A Ill-I-+--~---'-""< s.~ I ~MERICAN LEGION lTE I '',,, V ~ - ---::::-"''----'----- ---- -- I '--- -------- I 00 Vi I I I " Vi \_ I __ / ~ INSTALL 2" PVC, SCH 80 WATER PIPE. @ INSTALL PVC, SCH 80 WATER PIPE. SIZE TO MATCH PLUMBING DWG'S. 151' INSTALL 16H FLEX OR TRANSITIONAL COUPLING, LONG BODY STYLE, EPOXY COATED. ~ BOLTS. USE 376 SS f52' INSTALL 16" PVC, C905, CL 235 WATER PIPE W/BELL JOINTS. TRENCHING & BEDDING PER CNS \:-l9 STD106-L. @ INSTALL 2-WAY FDC. USE GUARDIAN MODEL 6224 OR EQUIVALENT. (/"'-@~~~~~-~~ ~~E~~~A~~~~~ ® NOT USED ) ( £ @ NOT USED ~ (. @ NOT USED . @ NOT USED ( ® INSTALL 6" DIP. TRENCHING AND BEDDING PER CNS STD-106-L. W/ COPPER TRACING WIRE.) ( ® INSTALL 6H DIP. 90" BEND. INSTALL THRUST BLOCKS PER CNS STD-510-L-A. ) ( ) ..____ '----...__ ..____ ...__.,_____ '-----''---~'---/'---_, . ..._____ ,.____,,...____ '----'-''...__/...__/ NOTE TO CONTRACTOR CAP ALL EXISTING LATERALS AT MAIN. ADDENDUM 4 NARRATIVE: 7. MARINA UTILITIES POC THROUGH SEAWALL. FIRE RISER LOCATION TO BE VERIFIED. 15. REVISED JOINT TRENCH LAYOUT ADDENDUM 5 NARRATIVE: 16. ADDED WATER METER ADDENDUM 6 NARRATIVE: 21. ADDED CONST. NOTES 61 & 62 FOR 6" DRY FIRE LINE TO MARINA. h 20' 1 O' 20' SCALE: 1" ~ 20' aabb~n/Her:m_an y(B;§!_gJn 01r1r1cc(B; ..: Landscape Architecture Master Planning Urban Design ~ ...J 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com \ [J (1_ ' I \ ' <D C: I ' ! I \ ' / I ' ..c u a (]) ca '-1-- 0 u REVISIONS DATE C 0 -a. I(') 100% OESIGN OEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO, C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: ~--------------~-B-A-3-13-0-F-BE_A_R-IN_G_s_:------------------~_-.. -,,1,----------------~A-PP-Ro-vA-L-RE-co-MM_E_No-rn-, ~----------------------1 DOMESTIC WATER & FIRE PLAN ~§llii: ~~orEss,0¾ C-3897-C = .. CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) ·,E1,, .. _ j FUSCOE .-:•--' --:~~ MARINA PARK t~ 0 ~<:. CIVIL IMPROVEMENTS ENGIHEIRING MARK NERO, P.E. RCE 80066 12/05/15 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE, _______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR SHEET: SHEET 20 OF 27 E a N ITT N 111 I 111 CONNECT /TO EXl~T J----------i ~--·'Pf=======ai SEWER CL: NOUT O 83 111-/ 'i-Jl-I I ILL I ' 1 LJ/J ~ -" -11l7 , ~lr"'"=ii'l.--+lf--l::;J/F7 1 Q:= BXIST." co-'111--/ JI :___j I~ : 1=11 1 ch I 1l If ' / l,~-O-N+N-EC-Tf--T-./0-B-U+-D--JG , 1 1 I r -"-Ht==J--l-,,-po~c;f!o,;;Fl[[O;:j:v:Ef;lf'Y I NV8Ri~6~1'0R[ 1 [f= I lr--i~:;;,cai;/,sTRUCTING. I \_J/)") " = --~ - - I" / il / I B I I EiAY AVENUE J_ Lt+----=-----il 1---~-----=~~~ @ @ @) @) ® ® 111 I CONSTRUCTION NOTES NOT USED INSTALL SEWER LATERAL CONNECTION, n'PE 'A' FOR 6n BLDG SEWER PER CNB STD-405-L. INSTALL CLEAN OUT TO GRADE AT BLDG POC OR WHERE INDICATED PER CNB STD-400-L (MODIFIED). USE VERTICAL WYE INSTEAD OF 45" BEND FITTING AT POC. INSTALL 6" PVC, SDR-35 BLDG SEWER. NOT USED INSTALL 8" PVC, SDR-35 BLDG SEWER NOTE TO CONTRACTOR POT HOLE EXIST. SEWER MAIN TO VERIFY DEPTHS. NOTIFY ENGINEER IF ELEVATIONS FOUND DIFFER SIGNIFICANTLY FROM THOSE SHOWN HEREON. COORDINATE WITH SOUTHERN CALIFORNIA EDISON BEFORE INSTALLATION OF SCE CONDUITS TO ENSURE ADEQUATE CROSSING DISTANCES WITH OTHER UTILITIES. NOTE: CAP ALL EXISTING LATERALS AT MAIN. .6 CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG \ " '- \ \ I r __ . )Z___ CAUTION! GAS LINE 0 BLDG NO. 3 LIGHTHOUSE RESTROOMS 0 -, II' ~ @ ~/ ITT "' 83 SEE PLUMBING DWG'S FOR SAND TRAP AND BUILDING SYSTEM PLUMBING. VERIFY X-ING DEPTHS ----------......_,._~~f------1 r------1 r--t----t-----i r------1 h--t-+-- ~~-=--=--=---=--=--=---=--=-====-r:=======i=---=--=--=---=--=--=---=--=--=---::--::--:e!---~--~--~---=--=--=---::--:.:::--:---:;;--::,;--;;;;---~--;;;;--:::---:::--:::;--;---;--:;--::::---~--~?st' ~~--~--~---~--~--~---~-~~~~i._'2-~;-:::-~1 ;-~-~-===--~--;;;;--;;;;--;:;/;:;--::-===========:;;;;;============~-=-L=:r=_::-==1 ::I ======~:::::-::::0;:~0---~!------------= I I WEST-r.6BALBOA 7.5 ly:_ 7_5 20' o· 10· 20· SCALE: I" ~ 20' N N 1-w w I Cf) w w Cf) C-3897-C BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) ENGIHEIRING 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m_an \\JJ (8)§ i_gJ n 01r1r1cc(B; Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ! I \ ' / I ' REVISIONS ..c u a (]) ca '-1--- 0 u 100% 0ESIGN OEVELOPMENT DATE s/2/12 a.. I(') 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1 /28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: SEWER PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 21 OF 27 ,..... N 1-w w I (f) w w (f) ~ . - I t -I Io - I ~ -.!.. -r I I I '., __, - )( 1.5 C ~ I ,/ 7 .6 I I I r, : I I 009 0 ,_- I ' \ 7,9 , CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG - liP - -I I I I ~ -\ "' k fv I I I ~~ I/ ~ - ___ ; I ---~ 0 f:.l I /1 -,,'{£ ,J I I c:"j[) I I {<""""1 b I \,,, / 0 rJ ' V [\ f\/ 0 f I c---.._ I_J " - C \_ t: 0 I\ ~ ' {_ l - 0 ti ~ I ' == r---, ----, r=:=!l -I V ,.., " \ 1,> " - - - - - - - ----------- 7 I 1.1 WEST BALBOA.sBOULEVARD ,7.5 I = I BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) ' , ENGIHEIRING 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 I I I I \ NO. 80066 EXP. 09/30/16 \ \ - I s \ I I I I I / I CONSTRUCTION NOTES @) NOT USED INSTALL SEWER LATERAL CONNECTION, TYPE 'A' FOR 6" BLDG SEWER PER CNB @ STD-405-L. @ INSTALL CLEAN OUT TO GRADE AT BLDG POC OR WHERE INDICATED PER CNB STD-400-L (MODIFIED). USE VERTICAL WYE INSTEAD OF 45' BEND FITTING AT POC. @ INSTALL 6" PVC, SDR-35 BLDG SEWER. @ RESET EXISTING MAN HOLE RIM TO ADJACENT GRADE. NOTE: CAP ALL EXISTING LATERALS AT MAIN. :\YJ'""I J ~---~-- I : :,:::: ["::, 11/ ~~1 :1/ )(9-~ " I Ir'-----, I ' I )Z 7. '\ ADDENDUM 4 NARRATIVE: 7, MARINA UTILITIES POC THROUGH SEAWALL, FIRE RISER LOCATION TO BE VERIFIED, )( 1 20' o· 10' SCALE: 1 ,, ~ 20' 20' C-3897-C APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m_an ..J y(B;§!_gJn 01r1r1cc(B; ..: Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I ' REVISIONS ..c u a (]) ca '-1-- 0 u 100% 0ESIGN OEVELOPMENT DATE s/2/12 a.. I(') 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: SEWER PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 22 OF 2 7 7' EXIST. NORTHERLY R/W ' I (5') r 10' I 8' I (80') 50' (42') 42' 42' (8') (14') (12') (8') C:ONSTi~UCTiON c/1_ (100') (6') T J' I 1 j' (12') RECO~'O (20') 50' (42') ' (14') (8') I PARK/NG PARKING PROP. LEFT PARKING I -PROP. SIDEWALK TURN LANE c:~s~-_____, (WHERE OCCURS) I (WHERE 1 1' 1' OCCURS) EXIST. SOUTHERLY R/W (5; I i ~ H-l-~7 PROP. BUS TURNOUT_/ :'~\AC ~WCUT--~XIS; 6" CURB ~0-:: ::;~~:J \ "~ EXIST-6~ CURB ------------7~- (WHERE OCCURS) • \_ PROP 6" CURB EXIST. 6" CURB & GUTTER EXIST. 6" CURB & GUTTER (WHERE OCCURS) ( ! PROP. MEDIAN_ ( '1 @ LEFT-TURN LANE TYPICAL SECTION -BALBOA BOULEVARD SCALE: 1" = 10' EXIST EXIST WESTERLY C/L EASTERLY R/W (40') R/W 1~----~1 (20') (20') I ' I (6') (14') (14') I 8' 6' 22' & 5.5' I ' I I I I I PROP. STREETI RESURFACE\ I I I I-----«--j - 1 LI PROP. SIDEWALK CURB TO BE REMOVE/ PRO EXIST. P. 6" CURB & GUTTER (WHERE OCCURS) TYPICAL SECTION -18TH STREET SCALE: 1" = 10' PROP. ST. WIDENING CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) ENGIHEIRING 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ 50' o' 30' 60' SCALE: 1" = 60' C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m_an \\JJ (8)§ i_gJ n 01r1r1cc(B; Landscape Architecture Master Planning Urban Design ~ 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I ' REVISIONS ..c u a (]) ca '-1--- 0 u DATE C 0 -a. I(') 100% OESIGN OEVELOPMENT s/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: STREET IMPV'T CROSS MAR~!i\T~K CIVIL IMPROVEMENTS SHEET: SHEET 23 OF 2 7 E a ITT ITT N 0 @ © © © 1-+-+--+--+--+--l---+--+--+-+-+-+--+--+--+--l---+--+-+--+-+-+--+--+---+---+--+--+-+--+-+--+--+--+---+---+--+--+-+-+-+--+,8+-+--+--+---+--l---+--+-+--+-+-+--+--+---+---+--+--+-+--+-+--+--+--+---+---+--+--+-+-+-+--+--+--+--l---+--+--++--+-+-+--+--+---+---+--+--+-+--+-+-+--+--+---+---+--+--+-+-+-+v.itt--+--+--l---+--+--+-+-+-+--+--+---+---+--+--+-+--+-+-+--+--+---+---+--+--+-+--+-+--+--+--+---+---+--+--O l-+-+--+--+--+--r--+--+--+-+-+-+--+--+---+--+--+--+-+--+-+-+--+--+---+---+--+--+-+--+-+--+--+--+---+---+--+--+-+--+-+-t1•-~+--+--+-'~·+--+-+--+--+---+--+--+--+-+--+-+-+--+--+---+---+--+--+-+-ml-+-+--+--+--+--+--+--+--+-+--+-+--+--+--+--+--+--+--+-i-+-+-,-~-+--+--+-+--+--+-+--+-+-+--+--+--+--+~:-++--+-+--<-+--+--+--+--+--+--+--+-+--+-+--+--+--+--+--+--+--++--+--<--+--+--+--+-+--+---+-+-+-+--+--I IX I v, 1-t-+-+--+--+--l--+--+--+-t--+--+-+--+--+--l--+--+-+--t--+--+-+--+--+-1---+---t-+--+--+-+-+--+--+-+--+--+-t--+--+-~r b=l 5:il-+-+-++-+-+-+--+-t--+-+-+-++-+-+-+---l-h!::;,+-+-++-+-+-+--+--+-+-+-+-++-+-+-+--+--+t--+-+-+-+c'..i--+-+-+--+-t--+-+-+-++-+-+--+'-..-++-+-+-+--+--+-+-+-+-++-+-+-+--+--+t--+-+-+-++-+-+-+--+-t--+-+-+-++-+-+--+--+-I 1I ro ro l-+-+-+--+--+--l---+--+--+-+-+-+-+--+--+--+--+--+-+-+-+-+-+--+--+---+--+--+-+-+-+--+--+--+--+---+--+--+-+--+-+-~-+1~_.,~,+-+--+-~·+-+-+-+--+--+--+--+--+-+-+-+-+-+--+--+---+--+--+-+-6+-+-+-+--+--+--+--+--+--+-+-+-+-+--+--+--+---+--+--+-+-+-+-'0 t--t-+-+--+--l--l--+--+-+--t-+-+-+-':;Jc!h-l--l---+--+-t--t-+-+--+--+--l--+--+--+-t--t-+-+--+--l--l--+--+-+--t-t-+-+--+--l--l---t---t-l-a a:, x__.., o o EX. 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SEE SHEET 25 11+00 112+00 1 37.70' 12+00 18TH STREET 113+001 37,70' 13+00 BAY AVENUE SEE SHEET 26 14+00 " " -++--+- ' I ·-n ' ' ' ' ' ' ' ' ' I I STREET CONSTRUCTION NOTES VERT 1 "~2' 15+00 ~~ - 20' o' 1 a' 20' SCALE: 1 " = 20' ADDENDUM 4 NARRATIVE: 2. ADDED CONTOURS ON 18TH ST. AND BAY AVE_ 3. ADDED SECTIONS 11 +50, 12+00, 13+00 4. ADDED DISPOSITION NOTES 5. ADDED ST_ LIGHT RELOCATION 6_ ADDED GRADE ELEV'S AND CONSTRUCTION NOTES TO W'LY END OF BAY AVE. AND PORTIONS OF 19TH ST. (SHT 10, 24, 26) 10_0,0r------~---1---~-----+--~---~ 4-10.0Dr----~---+--------+--~---~ 10.0Dr----~---t---~li_~---~f='-+--~---~ CONSTRUCT ROADWAY PAVEMENT SECTION: AC: ADD 1" TO EXISTING SECTION THICKNESS. BASE: SUBTRACT 1" FROM EXISTING BASE THICKNESS SOILS ENGINEER TO VERIFY SUBGRADE COMPACTION BEFORE PLACING MATERIAL. @ CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE PER PLAN. @ CONSTRUCT P.C.C. COMMERCIAL DRIVEWAY APPROACH, TYPE II PER CNB 7.5( u +- " co " 5.0lf:l+----+--+--+---+---+----+--+--+---+---< -50.00 0.00 SECTION@ 11+50 HORI/~ SCA!_E: 1 "='.~0' VERT. SCA.LE: 1 "=2' 50,00 7,5( 4-u +- n 0 ro -0.27% r ',. 0 7 ~ ~ k,--""'."'_ I • I t.· -- PROP, r-[_ EX, SURFACE SURFACE 7.5( f=' I ~ -ro ;': I I -,,11"1~, -.:,:::::-7 cl l--1_.....,[7' -\_ 8X. SURFACE 1 ROP, CONSTRUCT 6" P.CC. CURB & GUTTER, TYPE 'A', PER CNB STD-182-L. CONSTRUCT 6" P.C.C. CURB ONLY, TYPE 'B', PER CNB STD-182-L. CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. DISPOSITION NOTES [iJ PROTECT IN PLACE 5.0o+---+--+--+---+---+--f---+--+--+----+ SUIFACE 5.0<:>+---1----+--+--+---+----+---+~-+--+----i CD REMOVE ITEM NOTED [iJ RELOCATE -50.00 = .. 0,00 SECTION@ 12+00 HORI~~-sc,;[_E: 1 "=,:U' V:::RT. SCPL::: 1 "=2' CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG 50.00 -50,00 0,00 SECTION@ 13+00 HORl7~. SCA!_E: 1 "='.~0' VERT. SCA.LE: 1 "=2' 50,00 0 DISPENSATION BY OTHERS [sJ REMOVE EXIST. MTR BOX, MTR & SERVICE TO CORP. STOP. PLUG W/BRASS PLUG AND RETURN MTR TO CITY YARD. ~r--r"-~~~~~~~ 1{ENTIRE SHEET IS ADDENDUM 4 j& BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88. YEAR LEVELED 1989) ENGIHEIRING MARK NERO, P.E. RCE 80066 12/05/15 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ STD-161-L. WIDTH 'W' PER PLAN, R=10.0', @ NOT USED REMOVE & RELOCATE STREET LIGHT TO LOCATION SHOWN. EXTEND CONDUITS AND @ CONDUCTORS TO NEW LOCATION. CONSTRUCT 6" CURB & GUTTER TYPE 'c' PER CITY OF NEWPORT BEACH, ® STD.-182-L PAINT WHITE PARKING DELINEATOR ON PAVEMENT @ NOTE: SEE LANDSCAPE PLANS FOR STRIPING AND SIGNING. SEE SCE PLANS FOR INSTALLATION OF SCE VAULTS AND CONDUITS. C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ...J " ... aabb~n/Her:m_an \\JJ (8)§ i.gJ n 01r1ri cc(B; Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I ' REVISIONS ...c u a (]) ca ...,_ 0 u 100% DESIGN DEVELOPMENT DATE s/2/12 a. I(") 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO, C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PLAN & PROFILE-18TH ST. MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 24 OF 27 E a ITT ITT N c:, c:, + LO C"'-1 ~ (./) 7 ' SEE SHEET 24 71 ' T f--.'. (/) 2: co T 7.01 FL LIP OF GUTTER 6.97 FL 7 ----------- 11 ----------- ' MEDIAN CURB C 7 " ' A ... , " ' ~,t>>:1 ·, 7.0i •FL• b,,"'-':'':,1 MATCH TO .. • r-···•1 FL ELEVATION --· / EXISTING 12" RCP LIP OF GUTTER GRATES & FRAMES DIMENSION) CATCH BASIN SCALE 1 "=4' 5.4'± INV CONSTRUCT BASIN PER CNB STD. 306-L, SECTION C-C (MODIFIED FOR GRATE INLETS) 69 CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG ----·- 1.lj I ----------------------------~171 - c:, c:, c:, c:, + LO C"'-1 ~ (./) w :z: _J f--.'. (/) ,--_-_-_-_-_-_-_-_---:__-_-_-_-_-_-_-_-_,--, I -(._) :r _,1---1----, t I~ - ~ J"-. ---!;;: o~ STREIT CONSTRUCTION NOTES CONSTRUCT ROADWAY PAVEMENT SECTION: AC: ADO I" TO EXISTING SECTION THICKNESS. BASE: SUBTRACT I .. FROM EXISTING BASE THICKNESS. SOILS ENGINEER TO VERIFY SUBGRADE COMPACTION BEFORE PLACING MATERIAL. CONSTRUCT 6" PC.C. CURB & GUTTER, TYPE 'A', PER CNB STD-182-L. CONSTRUCT 6" P.C.C. CURB ONLY, TYPE 'B', PER CNB STD-182-L CONSTRUCT P.C.C. SIDEWALK PER CNB ST0-180-L. DISPOSITION NOTES 0 PROTECT IN PLACE [2J REMOVE ITEM NOTED Q_] RELOCATE BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) ENGIHEIRING MARK NERO, P.E. RCE 80066 @ CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE PER PLAN. ® CONSTRUCT MIO BLOCK BUS TURNOUT TYPE 18 PER OCTA GUIDELINES -FIGURE 20 r;:;-,, REMOVE & RELOCATE STREET LIGHT TO LOCATION SHOWN. EXTEND CONDUITS AND ~ CONDUCTORS TO NEW LOCATION. @ RECONSTRUCT EXIST. CATCH BASIN PER DETAIL SHOWN HEREON. ADDENDUM 4 NARRATIVE: 4. ADDED DISPOSITION NOTES 12/05/15 NO. 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: _______ _ 20· o· 1 o· 20· SCALE: 1" ~ 20' C-3897-C AS-BUILT EXP. 09/30/16 AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m.an y(B;§!_gJn 01r1r1cc(B; ..: Landscape Architecture Master Planning Urban Design Q) ...J 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com \ [J (1_ ' I \ ' <D C: I ' ! I \ ' / I REVISIONS ..c u a (]) ca '-1--- 0 u DATE V) C 0 -a.. I(') 100% OESIGN OEVELOPMENT s/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: STREET IMPV'TS-BALBOA BL. MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 25 OF 27 20· o' SCALE: 1" BAY Al.VI[:. -N'L)y' OURB IPR(i)FI E PROF'ILE "''l-++-+---t-t-t-+--t----j-----j-j-f-11111H1-7 A-' H-r-t--t---t----t---t-,1-,,,,-,,TT,, -~·rv• ,, ti 1 , 'l-++-+---t-t-+-++----i-----1-J-t-i--t---t11~rt 'H-f-t--t---t----t---t-t-1-1 --t-11-111T,2~rvr .:,·rvf, .. ~ ½£R7i 1"= A•~+---t----t-----J-H0,RIZ'--1f,' -. O' t=1==t=t=1=~,t~O~••to-~O~,r~t=+=++=+:::J=r:=+::++--+---l-l--t-+-+--+-+1-+r~O+!-,~-J-+-+-+--l-f-t-+-+-+--l-f-t-tf-t~~r=f-tf-t7-f-f-tti---j-j-f-tti11J-ttii=ttt!jj=ttt!jj=tttlJj=tt!l=:;: c"'+l--'F--+---f-t--1 ~ I co I <ti rn m ~ ~ ~ a:/ 01 ' ' PROF'ILE tl=l:::it::r:r=i=+:=r=i=i=r=+=+++~-t-l-H--t--++++~-+-f---l--+-+++++-~!B~ly4i\:!Vii,._:. -~r:.!:Lff~ViL~l,~Eii~R+f~FrlL!c_EH--t-t+++t-t-1--i---t---t--t-tt-t-t-tj=:j:j::!=t1:ttt=tl=1=1=t=tr:tt=D=l~IIIIIJ Hi:~~ : ·:,:~?' 0+00 Ill KEY PLAN SCALE: 1 "=250' EX. SURFACE 1+00 2+00 @ RECONSTRUCT EXIST. CATCH BASIN PER DETAIL SHOWN HEREON. @ RECONSTRUCT EXIST CURB DRAINS PER CNB STD-184-L. 39.18' u ([_ >- f\ en u OJ >-I'- st 0 --'7 -I'-I I 0.95% lj - PROf- SURFACE I I SECTION@ 10+75 SCALE 1 "=20' CJ " o~ f-3i zw -o 0-,W / -- / u 45 53' >- st ([_ N co ---1.42% 7 i h -PROp. SU RFAQE I EX SECTION@ 12+50 SCALE 1 "=20' I" n st " BASIS OF BEARINGS: 3+00 X w u f-61 oo· 0 f--([_ n z 0 , ro PROP. r SURFACE --1 58% --. ,-=-----~ \I --- I - ~ PROP. SU1FACE SECTION @ 13+50 SCALE 1 "=20' u f- st -I'- . --, , 4+00 18TH STREET SEE SHEET 24 ADDENDUM 4 NARRATIVE: 4. ADDED DISPOSITION NOTES 6. ADDED GRADE ELEV'S AND CONSTRUCTION NOTES TO W'LY END OF BAY AVE. AND PORTIONS OF 19TH ST. (SHT I 0, 24, 26) ::-"''II 1!1..; FUSCOE #3 BAR OR EQUAL, OUTER SPACING NO GREATER THAN 4" MAX. FABRICATE STEEL COVER TO FIT 12" HOPE RISER WELD TO 3" WIDE STEEL BAND TO SLIP OVER RISER PLACE RIP RAP PILE AROUND r AND OVER RISER TO OBSCURE RISER SEE LANDSCAPE PLANS I .0± .,.---~ BOLT RISER IN PLACE \ TOP R·lsER ci 0 W/3-1 /2'' ss BOLTS j :,, ~:, & SELF LOCKING NUTS ~·/q::::::;,._-"c'.::--'°1:l'~, ~ rn ~, PROPOSED 12" HOPE PIPE Ill I Ill I r----, Ill I Ill I ' Iii 11 --~-+--. pI I ; I I ' I I 1 ', I I ' I I \JI -} 12" HOPE TEE Li ' {::_r __ j I 0 • N ~ WRAP ENTIRE STEM TIGHTLY WITH FILTER FABRIC. 12" HOPE EXTENSION. 12" LONG, CAPPED AT END PERFORATE PIPE W/2" ; HOLES AT 45' AROUND PIPE PERIMETER. CONSTRUCT AT SAME GRADE & DEPTH AS EXISTING PLACE 3 ROWS @ 3" O.C. STAGGERED AROUND PIPE. DRILL 4-2" HOLES IN BOTTOM CAP WRAP ENTIRE STEM TIGHTLY WITH FILTER FABRIC. 4.15' 8.34 TC 63 RISER DETAIL NTS 9.17' PROPOSED SEAWALL BY OTHERS SEE PLANS BY MOFFATT & NICHOLS RECONSTRUCT TOP OF EXISTING CATCH BASIN W/0 INLET. CONSTRUCT UPPER REPLACED PORTION PER CNB STD-306-L. REUSE MANHOLE COVER WITH ENLARGED HOLE FOR TIDE VALVE ACCESS. 63 .. 4 •• , ~ •••• ·,, 4.• ~. j· .• ½,--_l.,L..JL.L,..U_J,_J_,U_--1.,,__u_,..w_.c--'-~--'-~, ·~ .. • #4 BAR @ 12" 0 C •. ' ,7,..,__ '-'! ,'-Y, '-• 0 v,~,v:;;,> • . . /V">'0·'/'-', -/~~-0 • AROUND PERIMETER. • •• 0(_'-(j('-(< • • • 0 '-,-..,'..,__)->0) ,, EPOXY IN PLACE • '• .1/~~-r/~A~-----, '--~/ ~'< • • ·. ;<«< /'\)✓_ REMOVE UPPER PORTION ./k:1/,: A'-/r-,-r--,------□F EXISTING CATCH BASIN n 1 ,/-...._ y, #4 BAR@ 12" 0.C. ,-...._'-..,_'-y'.))_V~7;·,'7 /),'°/,--~ AROUND PERIMETER. /}~ 1 rl V7..,___'(;.,..,__ ".( / · EPOXY IN PLACE ~ : 3_5'± : : ~~\_....,__ ~~ 1'~---------------t,r-11: «:"~ "A),j I I I I ~"½ EXISTING 12" ACP f~ I I I I r:'0'.' STORM DRAIN PIPE -'j-'~ : 1 I I TO REMAIN~-...'\:(_~ 1 PROTECT EXISTING : I I 1. • REMOVE EXISTING 12" ACP PIPE & REPLACE WITH ; I_ A. V/VJ TIDE VALVE AND I ,i I . -• - ' / ,.('7 /,) I APPURTENANCES~ 1,J I ---_1_ --~ -' ---L-,,½ -'-./-'---"j__ --J I I ci I I I I I I 12" HOPE PIPE SEE RISER DETAIL ABOVE • I : CATCH BASIN NTS SCALE: 1 "=10' APPROVAL RECOMMENDED: I I I \ I I I . ; MATCH EXISTING INVERT DRILL EXIST BASIN TO ACCEPT 5/8" HOOKS EPOXY 4 HOOKS TO EXISTING BASIN EVENLY SPACED (TYP.) C-3897-C ENGIHIIRING 0 - ; NO. 80066 ;, 1 o' 20' CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~"BENCHMARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. EXP. 0\1/30/16 MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR 20' 12/05/15 DATE: _______ _ AS-BUILT ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) MARK NERO, P.E. RCE 80066 EXP. 09/30/16 AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~%9gn~H8ffl18g t Landscape Architecture Moster Planning Urban Design ~ 833 Dover Drive Newport Beach, CA ( 949 )548-3459 www.rhdo.com 92663 '~!!~~ FUSCOE ENGINEERING 16 795 Von Karman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com \ rD \ ' ( I I I ..c u 0 (]) ca t 0 Q_ ~ (]) z REVISIONS DATE C: C -a.. lO 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL & ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 1 /28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PLAN & PROFILE, BAY AVE MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 26 OF 27 7 ,6 T 7 r .L 'L BLDG #3 FF=10.5' N:2169118.74 E,6052029.86 7 r T C -' L .L 282.7 ==tto<-7_.5 _____ .;....,...2,fc__ ___ _ 7 r T I r T 7 r T -G 0 0 -' L _L _J L SAND t:=:J I] I 171ll•--1~ LJUUU UUUUUU/ 0 )( 2 ..,:"C,~"==~ ===D ~::S:'ff!~rr~JBULK HEAD n c:=J, WALL -· NOT A PARTY.BA -J 7T --- - ------------------- ROW ROW ID -- -I I WORK LIMIT LINE=-' EXISTING MARINA BASIN I "' I ;:; 0.-===°) 0 =::1 SEE STREET IMPROVEMENT I PLAN /FOR CURB-REIURN y, 7 .5 7 .6 7 .9 7 .7 7 .B 7 .5 ----&-----0&----------')4------&---¼-----------+----------~fc'----I,---I ~ I B.6 y, ROW y ,.3 I r{ '-~ r 7 I : 7 r : 7 r -, To 7 r C:NSTRUCTl9N,'c ' 7 r ' 7 r ' 7 -• I\ 7\3 '. ~ /)lf?;::_:;;;;;~~---=-===cp=~-=,==:::.CON:UC ION ~v;; e o . --• . I . , -~ ..__Q_v I Lei ....L _J L ...L _j L _l_ .J L ...L _J L @ ~ ~..L =-_J L ..L ..J ____L__ _______J____ .... , .._ --1 1 STA.24+40.07 (t INT BALBOA S A:. \l INT BALBOA D NO;T9A> PART ,.3 - C I .;60'52 3433.2661 '.7 -----____ cRErO§D-(c 7 .3 I I cj601 2565 73 -----')4-6_.9 ______ ,,c:::RECORD Ct 6.9 6.9 -30' o· 15' )( 7 .1\ --r qi:--7-~~--.. _.,,. ·'-----~--~=--=--------W-E_S_T_B_A_LB-bA¥,!B-=O-U_L_E_V,_f'\_R_D_=--=---i~,4-_-----+~-+-~I 1 1----:::__---=-----.w.........-;=ES~T-B.=cA.--L.--.t-=o~¾~..,__--_-B=-o=-~u-:_L*E--V,~-:4~-R=-o~---_-_-_-_:_+_-_-_-_-_-~::--= 7,6 ~, =~~====x==~-1~=====---~ ~ 7 .I\ µ I 30' NOTE RE: ACCESSIBLE PARKING AREAS SEE ACCESSIBLE RAMP AND PARKING DETAILS IN THIS AREA. I I CONC. LAUNC RAMP ---....__ 1,,11,1,'11~-I~j:;• :-±' -::' -±-cH /l /"" C1DN~ I I 11 I' I ;,j "-. -,---r-~ 4~~~~- "-. "-. "-. "-. "-. "-. "-. J "-. "-. "-. ..., L L r L o· 15• I q· i~:;:;::~;:;;-:,~-:;~~~~-;,~--;__ ' ' C[:-+--C-'.. BAY AVENUE r SCALE, 1" = 30' CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG ' , 'P 30' o· 15' 30' r$ L SCALE: 1" = 30' BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV= 7142 FEET (NAVO 88, YEAR LEVELED 1989) \ I I I I I I· 7 -I _J 7 ROW ' / ~ a ENGIHEIRING SEE ACCESSIBLE RAMP AND PARKING DETAILS t--c,i---;-----,.sc--\ FOR DIMENSION IN THIS AREA. SEE LANDSCAPE PLANS FOR WALKWAY AND HARDSCAPE IN PARK AREA. 12/05/15 NO. 80066 EXP. 09/30/16 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE, ______ _ \ -1~ T --- ADDENDUM 1 NARRATIVE: 14. REVISED PL LOCATION C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR aabb~n/Her:m.an ...J y(B;§!_gJn 01r1r1cc(B; ..: Landscape Architecture Master Planning Urban Design ~ C 0 - 833 Dover Drive Newport Beach, CA (949)548-3459 www.rhdo.com 92663 ENGINEERING 16795 Von Korman, Suite l 00 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com <D C: I ' ! I \ ' / I REVISIONS ..c u a (]) ca '-1--- 0 u 100% 0ESIGN OEVELOPMENT DATE s/2/12 a.. I(') 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE HORIZONTAL CONTROL PLAN MARINA PARK CIVIL IMPROVEMENTS S-IEET: SHEET 27 OF 27 §, ;::; C / " , .'!!., 2 C,· LEGEND: -rw FllC - t-- • □I--- -ss-- • 0 I I I I I --,-,------_ I .. I .. I 1 ·•·.· I r;- 1 I I I I I u Tu g LJ) \ ' I I I I 11 11 .. - - - 0 - == ,,, • 11 11 11 .. Fl-, • c::::Jc::::::Jc::::Jc::::J " " µ -0-0· , , I -,--,- I 1111 Ill/]) 111 ./\.J ~-. ~H-<~, 0 + 0 I v I I I I I I I I i I I I I I I I I I -I I I I r 1 I I I I j I I J I I 11 I I ., 7 .6 7 r " _J L 1.1 )( ---- T 7 r I PROPOSED FIRE SERVICE LINE FIRE DETECTOR CHECK FIRE HYDRANT AND SERVICE LINE DOUBLE DETECTOR CHECK VALVE PROPOSED DOMESTIC WATER LINE 7.9 . T 7 r T s . T ..L .J L ...L DOMESTIC WATER METER SERVICE AND BACKFLOW DEVICE DETECTOR CHECK ASSEMBLY WATER METER PROPOSED SEWER LINE SEWER MANHOLE AND CLEANOUT SEWER LATERAL DRY UTILITY 7 .7 7 r T .J L WORK LIMIT LI NE_) 7 r --ss-- --•-- --so -- ---T - - ---•-- ---,-- 7.5 EXISTING SEWER LINE EXISTING WATER LINE EXISTING STORM DRAIN LINE EXISTING TELEPHONE LINE EXISTING GAS LINE EXISTING ELECTRICAL LINE - - - - \ 7 ( ( - " 5.S ,1.. I· + _' &'._~-, \ \ I ~ _J I ' I NOTE : 1. COORDINATE POLE AND OVERHEAD UTILITY LI NE REMOVAL WITH RESPECTIVE UTILITY. 2. ALI GNM ENTS SHOWN REPR ESEN T ALIGNM ENTS PROVIDED BY THE RESPECTIVE UTILITIES. SEE RESPECTIVE UTILITY SHEETS FOR CONSTRUCTION OF RESPECTIVE FACILITY. VERTICAL ALI GNM ENTS SHOWN ON THE SECTIONS OF UT SHEET 2 ARE SUGGESTIONS ON LY. AND ARE SUBJECT TO UTI LI TY APPROVAL AND/OR MODIFICATION. 3. A COLOR VER SION OF TH IS SHEET IS AVAILABLE. SEE SHEET 2 FOR SECTIONS r r \./ 73 fa ss □ F - ss , I' Ii'. I --- '-.._., T ss . <s E V 6.9 6.9 6 .9 , VARIES FINISH GRADE ' C r , ,_ n E TEL7 ' C _]___--"'I--0 ro--l~--N ..,. E POWER CONCRETE ENVE LOPE _l__bn:::==llc::::=:iJ!l!"::__-;--_SPAC ER ~I--\/,i>.RIES TYPICAL CROSS SECTION OF JOINT TRENCH INI.T.S.. - I I-- ' ..L ~--,--'-'c' o la ~ " I 0 I ~ , 03 I as '~~"---------, ___ , __ fl=:~I== E-- -E-- -,,,-t-.1'0'" I AS-BUILT ----- AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR 30• o· 1 s· 30• SCALE : 1 " ~ 30' "L--------------------------------------------------------------------------------------------------- abb~n/HeHn an es1 _yn orr1ce Ul'ldscape Architecture Master Planning Urban Design s=~·=~ Dover [k ive 1'iewport Beach, CA. 9 2 66.3 (949)548-3459 1N•01·1N. r h do. com =--"''II ~~!!!!~~ FUSCOE IN61NIIRING 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949 .474.1960 ° fax 949.474.5315 www.fuscoe.com CD CL ..... _ ~ 0 ADDENDUM & AS-BUILT -JOB r,O.: DR.t,WN BY: DATc. 8/22/14 12/05/15 I 001 .DI F.A.R D/',TE: l D/2 4 /2012 CITY PROJEC T l~O. #-//Jj#/1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PACKAGE 3 TITLE: COMPOSITE UTILITY EXHIBIT SHEE T: UT SH EET 1 OF 2 §, ;::; C / C " .'!!., 2 C,· 8'" FW L JOINT TRENCH CONC. ENCASED ~ "---"---"---"---"---"---"---"---"---"---"---'---. . "---"---. ~--· 1 :r Wal l_/ 1 1-LI_/ _I _l-1 I __ I I I ------I I I l I --- VALVE I I: 111 I 26.4" DRIVE AISLE 2% MIN. 9.13 FS '° -- (E)GAJ--- 0 ___,~ 7.8" P.A. 6" CONC. IDEWAL 1.7' / EX. RAILING EX. BULKHEAD WALL ' I GAS I EXIST. PP) '' I I R/W I 9.3 I FS I BEYOND ===~+-======'\'.-;::;~;!:-=\==~:r-::;~;;11=!: EXIST SURPACE s•• VCP SS MAIN 3.9" INVERT ULT~ • C I JL6.,,." _W_A@T-E.~R~--~-i,,-,----''\.!JOINT TRENCH UPPER & LOWER CONC. ENCASED EX. TIE BACKS ANCHOR LI MIT OF JO INT TRENCH SWEEP BEFORE & BEYOND WALL DEPTH PER -- BULKHEAD PLANS BY FACILITIES, SEE 1YP. JOINT MOFFATT AND NICHOLS SECTION UPPER & LOWER C-C 8'" SE.WE. GAS----.__ 16" WATER t I 9.2 FS LIMIT OF JOINT TRENCH FACILI TIES, SEE 1YP. JOINT SECTION B-B TRENCH SECTION SCALE ~ 1 "~J Q' PIV BEYOND DCDA 2" WATER SERVICE TO MARINA TRENCH SECTION BUILDING E:XIST SURPACE JOINT TRENCH CONC. ENCASED SECTION 16" WATER GAS 9.13 FS EXIST. SURFACE EX IST. SURFACE 6" HYDRANT BEYOND JOINT TRENC 4" FIRE WATER EX IST. SURFACE o" _/ ~ ~ ~ .. FIRE WATER FITTING 8" SEWER SECTION D-D SEWER LATERAL SCALE~ 1"~10' GAS 16" WATER 8" SEWER--~ 9. 11 FS 11 "' " • " "' " ' ~t-" "t:i-1 SECTION E-E SCALE= 1"~10' 9.10 EXITS. SU RFACE EXITS. SURFACE 16" WATER FS 0 4" FIRE WATER) GAS 8" SEWER [J \_JOINT TRENCH CONC. ENCASED SECTION F-F SCALE= 1"=10' 9.02 16 ,, WATE R 8" SEWER FS EXITS. SURFAC E .,.-.. .---:>:.' :"·= .. -;-..: -,• '· .-..'.->··.c: :, ·::_ 7--~ ' ,. 4" FIRE WATER} =7 ~-\_,ms; mrnc, JOINT TRENCH CONC. ENCASED SECTION G-G SCALE~ 1"~10' 16" WATER GAS EXITS. SURFACE I 0 0 •.,__,~+--+----___, t ~~-~1..---_-_-_-_-=-- JOINT TRENCH CONC . ENCASED SECTION H-H A-A I I --- I 0 0 <JO ~ "' g \.l.l \ I I~_ ~-6 )( ~-, i 111 -- 0 • I r ll,Ml--I 1·- -I ' ' BAY 1 -c N2~ flLLE 1A ' -----------~-,-t+--__,, ____ -_-_" 1=-- -----::I'- 1 -rl-~ - I --'• r I 7 I JJ- ' , ' • r' - 1.1 ~, • ,---,-L ..J L ---L ------=---7 .1 l )( -- -- . 1/ . 1/ I -J \ I ' 1:;\\ ·;;:?,,..---+-t------r' _j WORK LI MIT LINE 7_6 I I - --- r T 7 r -------= -,---,---...J L ...L ..JL 1. 0 ~ g \.l.l \ \.l.l \ + ==----- f-.-+---l------J==l:: ~ ~ _B " 7 r T 7 r T T ., r T 7 ---' --,---,- ...J L ...L ...JIL --,---,---,-...1.. -1L ...L .JL ..J 7.6 r -G- I I I I I I I I C) C I ' / ' I I 9cfr2f!E- 11'W F lJa[l I I I ., r -- SD --, ..J L 11 )( _, T .... I-w w :::c: V, w w V, •• w z -...I :::c: u ~ ~ -N 2~6bsoo I ;--=======---===+============================'=::::-----J 1 . I AS-BUILT AS-BUil T DRAWIN GS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR 30' o· 15' 30' SCALE: ,._ _______________________________________________________________________________________________________________________________________________________ _. abb~n/He.Eman es1 _yn orr1ce Ul'ldscape Architecture Master Planning Urban Design s=~·=~ Dover [k ive 1'iewport Beach, CA. 9 2663 (949)548-3459 1N•01·1N. r h do. com :" "''II ~~!!!!~~ FUSCOE IN61NIIRING 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949.474.1960 ° fax 949.474.5315 www.fuscoe.com ~ \ CD CL DATE ADDENDUM & 8/22/14 AS-BUILT 12/05/15 -JOB r,O.: I 001.D l DR..;WN BY: F.A.R D/1 TE: 1 D/2 4 /2012 CITY PROJ ECT l~O. ,, '"'#' J( ii-if>± " ',/ ,, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PACKAGE 3 TITLE: COMPOSITE UTILITY EXHIBIT SHEET: UT SH EET 2 OF 2 TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 ROBE R T M .SHER W O OD 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 BEACH WALL PLAN & PROFILE 1 B1.01 PACKAGE 3 E Q. ...., '° N ...- 0 N 0 ...., C 0 .., -0 -(D g ...., r-- 5 ...., Q) "' 0 -"" u 0 ~ 0 0 < u 0 ;:;;- t 0 c.. 0 C ·c: 0 ::,; ...., r-- c.. I I I I I -0. 5 " L 1 H 4 " L 11 . 3' A D H 3' 6' 0.00 0.00 0.00 2 .0 ' 2 .3 ' o. o' o. o' 11 68 1 .0 ' 2 .0' 2 .0' 2 .0' 2 .0' 2 .0' 11. 3' _J z EXISTING GROUND +-+-tfr-HH--f--ffl-+++++++t+-+-t-HH--f--+++-+++++++t+-+-t-l-i--1---+--+++-+-+++++--l++-+-+----l------i~<-J---l-----tm-----l-1 1+00 1+50 2+00 2+50 PROFILE -BEACH WALL I I I I I I I I , ' . i+oo BEG BEACH WALL BEACH 1 II / ·I I. I I I. I I I I • J-.._:_-1 3 2+21.99 ANG/PT., / . I y • I I I I I I ./ I r I I . I I . ·A I • I \ I I I->ti I ·r-I • I . ./ I I I I I I I • I I 11 . I I I I I I I . I I I I ·/ / ( I k-f I /' / v 11/ I I ,,.;, t!, . I I . / I. I . / 111/ / . I I I 2 1+80.65 ANG. PT. J1 I ---------------~-----~-==-.-::=~===~---'=-=.,0=~=.=-·--=cc'====--~--======== ''<cl~ BEACH WALL LAYOUT LINE ·" CONSTRUCTION NOTES: 0 CONSTRUCT BEACH WALL PER @ @ CONSTRUCT BEACH WALL PER G~sj 0 CONSTRUCT BEACH WALL PER @ 19th STREET MATCH LINE STA. 3+00 I I I I 1 LAYOUT 81.01 SCALE: 1"=10' 0 0 + I") • <( I-(/) w z _J :r: (_) I-<( ~ PLAN N WALL EXPANSION JOINTS AND WEEKENED PLANES PER SPPWC STD PLAN 617-3 +-+-t-HH--+--+++-+-+-+-+--',1-,.-+.-+-+-+-+-I OP O O Tl G L 6. 0 3+00 3+50 ' '\ ,,, ' \ -~-(." \\ ', ..,..___ . ', iii! • a•! uv' " ---------.:.;_; . SAND \ ·, ~ . . -'\ \ ';::--:-----. ----. r· GRADE BREAK AFT'iR BERM RfJJIN>I. • • ' ..... --• '--..... . --. . TEMPORARY BfRAI. • '\ ...._ ...._ • • • -fQR WALL CONSTRUCTION ~ ·, ' '."--...._ • --. ' ' ----•• • •• ' . ...... -~-----~-=---==------------·, ----r----· _/-'.,, -.• "t,, . : Al • (B~)-FG7 :--~ • M ' • I >--. S4ND EXtSTING BER ..... ... , y.,,,,,, --. -_ ' --I\ •. • --• --,------', I' . -----'~-~----------:'\_ I . • '~ BEACH y ------· I ' -----~-~-~--------...:.~--~7-_---L-------~~-- • _ EXJSllNG BERM_/ I •, .. " 00. .4 BE CH WALL LAYOUT \NE f---.L._ - - -J ----'---.b------1.-~ - J ~-.--d-c---'---_L__ - - - - - - W. BAY AVENUE POINT TABLE POINT# NORTHING EASTING DESCRIPTION (i) 2169405. 75 6051396.43 1+00 BEG WALL (i; 2169327.325 6051377.60 1+80.65 WALL AP & 2169317.84 6051417.84 2+21.99 WALL AP G 2169267.64 6051405.51 2+ 73.67 WALL AP & 2169254.79 6051413.23 2+88.67 WALL AP • . .-<( (Il I-(/) 1-w WW z :r: _J (/) :r: w 0W I-(/) <( ~ 10' 4+00 o· 10' 20' ------ SCALE: 1 "=1 O' moffatt & nichol CD OL ·--\ 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 ROBE R T M .SHER W O OD 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 BEACH WALL PLAN & PROFILE 2 B1.02 PACKAGE 3 E a. .... '° N .... -a N 0 "' C " ~ "' ., "O N 0 -(D a a "' r---r--/ "' Q) "' " -"" u " ~ 0 0 < u a ;;:;- -"" ~ " c.. " C ·c: " ::,; "' r-- r--/ c.. :i: ~~ ww "'~ XO.. 6 6 .6 ' 2 .0 ' 2 .0 ' 2 .0 ' 2 .0 ' 2 .0 ' 2 .0 ' 2 .0 ' 2 .0 ' 2 .0 ' 2 .0 ' 2 .0' 1 . 7 ' 0. 1' OF BEACH WALL EL= 8. 00 tt-+-+-+-+-+-t--11-tt-,_J!+-+-+-+-+-t--1 1-t1-t--+--+-+-+-+1 N < 1-+--t--11-t1-t--+--+--+---+---+--+--+--+++-+-+-+--t--11-t1-t++--+--+---+---+--+--+--+++-+-+-+--t--11-t1-t++--+--+---+---+--+--+--+++-+-+-+--t--11-t1-t++--+--+---+---+--+--+--+++-+-+-+--t--11-t1-t++--+----<TOP OF BEA CH WALL EL= 9. 50 ++I-H-t --+--+-+-+++-+-+-+-+-+-+-++I-H-t--+--+-+-a-il:5\-ioee+-1-+-+-+-...-J>'!-§+++ TOP OF BEA CH WALL EL= 9. 50 +-1--<',:~--+--+--+-+-+-+-+-+-+-+-+-+-+-1 EXISTING GROUND z WALL EXPANSION JOINTS AND WEAKENED PLANES 1-+-H-t--+--+--+....--,-i.-+-+-+--+++-+-+-+-H -t --+++-+-+-+-+-+-+--+++-+-+-+-H-t--+++-+-+-+-+-+-+--+++-+-+-+-H -t--+++-+-+-+-+-+pER SPPWC STD PLAN 617-3 +--lf--t-H--+--+--+++-+-+-++-+-+-+++-+-t-H--+--+--+++-+-+-++-+-+-++-+-+-lt-H ----:!+t--+-+-+-+-++-+-tt-+-+-+-t-H -t-1--+-+-+-+-++-+-+-+-+-+-t-H -I 4+00 0 0 + ..--- s;j-0 . ..-<( m I-(/) I-w ww z:r: -(/) _J 00 :r:W UW I-(/) <( ~ 4+50 '-- '-- '-- CONSTRUCTION NOTES: 0 CONSTRUCT BEACH WALL PER 0 CONSTRUCT BEACH ENTRANCE RAMP ON TOP OF RETAINING WALL AND BEACH PER DETAIL @ @ 0 CONSTRUCT SHOWER PAD @ AND SHOWER PER DETAIL 81 51 AND SHEET B1.51 • 0 IN ~t 5+00 5+50 PROFILE BEACH WALL (2.0) _(J.0)__ - (4.0) (5.0) ~t 5+00 (9.0 'FG EACH W LL LAYO T LINE W. BAY AVE POINT # 1 LAYOUT PLAN B1.02 SCALE: 1"=10' ~ 0 ~ 6+00 6 6+48.44 WALL • TRANSITION #1 □ 0 6+00 0 [] POINT TABLE NORTHING EASTING DESCRIPTION 2169173.13 6051763.61 6+48.44 WALL T#1 2169169. 73 6051778.22 6+63.44 WALL T#2 2169158.94 6051817.45 7+05.25 WALL END 6+50 -.-- I 8.5 FG CURVE # 6+63.44 WALL TRANSITION #2 I 1-- I I I I \_ CURVE TABLE LENGTH RADIUS DELTA 7+00 - - BEACH WALL LAY_£U T \LINE --j I I L __ I I , TANGENT (D 41.81 51.93 46"07'5 7" 22.11 10· o· 10· 20· ------ SCALE: 1 "=1 O' moffatt & nichol CD OL co [: • \ ~ 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 Y E L P M URCR.SEMAJ 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 BEACH WALL DETAILS B1.51 PACKAGE 3 ...- 0 N 0 "' C 0 -, -(D g "' r-- 5 "' Q) "' 0 -"" u 0 ~ 0 0 < u 0 ;:;;- t 0 c.. c.. BEACH SAND (EL. VARIES) 2% - EL. +4.0 EL. +9.5 n ----------~ •.• ,l #5@ 14"-, • ' <D I I() II :r: EL. +6.0 4 • ' 00 I . 2'-6" . I 1 WALL SECTION 1 81.01 SCALE: 1 "=1 '-0" 9'-0" 15' -0" . <1 <I . :-:1 · . . CJ • .d" . N : . . . Li ..-• .d • 4 ,l 12: 1 "' ·--------4 y -.c' I I rP 0 I cP ~ er~ I I .u' I <:, C) I A I 'tr c,,· I I I ◊-0'. I I I I I . . I DRIVEWAY APRON r--EXISTING SIDEWALK (EL. VARIES) BEACH SAND (EL. VARIES) 2% EL. +9.5 #5 @ 14" EL. +8.0 - #5 @ 12" NO SPLICES W/IN 20" FROM TOP OF FOOTING 2·-11" SHOWER SLAB (SEE SHEET L1.51) SHOWER (SEE SHEET L1.51) I I I I I I I I I ,._ .. ______ J ---- #5 EL. +5.0 2 81.51 BEACH SAND (EL. VARIES) 2% - LOW BEACH EL. + 7.25 4 BEACH ENTRANCE RAMP DETAIL 81.02 SCALE: 1"=5'-o" 8" n • ·• ,l •• 4 • 4 •• •• • .,!· • ,- 1'-6" ' <D I '-1- II :r: ' 00 --EXISTING SIDEWALK (EL. VARIES) #5 @ 12" NO SPLICES W/IN 20" FROM TOP OF FOOTING WALL SECTION 2 SCALE: 1" = 1'-0" 3'-0" ------- li'10Q 'f" (', ( ~> ·>s 6: 1 -r • . ~. #4 @ 12 ,. ·•· 4 4 \ " . EACH WAY TURNED DOWN SLAB FOR SHOWER AT BEACH EDGE- SEE SHEET L1.51 --- • BEACH SAND (EL. VARIES) 2% - EL. +9.5 ------- #5@ 14"-, EL. +8.0 #5 n •.• ,l 4 ' <D I t') • II :r: EL. +6.0 ··•-----+ •• ix:> I . 1'-6" . I 3 WALL SECTION 3 81.51 SCALE: 1" = 1'-0" 9'-0" SHOWER, SEE L1.51 -------1'-6" ~--20: 1 ----------------- ' - 12: 1 I -• • / • I I TOP OF WALL BELOW RAMP EL. 8.0-~ I #4 BENT @ 12" I I EL. +6.0 8" • • _,,. • 4 -• 4 • ' • --EXISTING SIDEWALK (EL. VARIES) #5 @ 12" NO SPLICES W/IN 20" FROM TOP OF FOOTING TOP OF WALL BEYOND RAMP EL. JOIN EXISTING AT / APPROX EL. +8.5 I >~ /; >~0; / ', ' ,l .• >>< ' <D I •• >< -- </ • 4. . . . ,l . ,, •• . +9. 5_ A BEACH ENTRANCE RAMP AND WALL SECTION SCALE: 1"=1'-0" 5' o· 5' 10' ------ SCALE: 1''=5' -0" ,. o· 1· 2· ------ SCALE: 1"=1'-0" moffatt & nichol CD OL ·--\ 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET