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Home My WebLink AboutR_7033_S11-14-24 S&H CIVILWORKS CITY OF COSTA MESA PROJECT LOCATION VICTORIA ST VICINITY MAP NOT TO SCALE CD 0 0 ;,;-::,- Adams Ave. £; LOCATION MAP SCALE NTS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG g; ID ~ :c Victo a t. < Q. JOHN WAYNE >J" AIRPORT ,<: "TI !"!. < iii" :0 Q. c~~ CIT;,.,~F y IR~~", .-\l--UN-\\/E-::.RSIT'I 55 EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COU NTY SAN ITATI ON DISTRI CTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT 1 (800)-624-8153 1(800)-611-191 1 611 644-3011 962-2411 542-6222 1 (800)-422-4133 PUBLIC WORKS DEPARTMENT 38TH STREET AT LAKE AVENUE LANDSCAPE IMPROVEMENTS APPROVED: APPROVED: AS • BUiLT DRAWINGS THESE !XS-BUILT DR,>.WINGS HAVE BEEN PREPARED. IN PART. ON THE BASIS OF INFORIVATION COMPILED AND FURNISHED BY THE CONTRACTOR. THE ENGINEER WILL NO, BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED IIJTO TH:SE DRAVVl,iGS. PROJECT 23L01 C-9008-1 DAVID A. WEBB , P E , PUBLI C WORKS DIRECTOR DATE: DATE: _1 _____ _ -------- _j , I I I I wr ,, fl.lJCI( 2.lll IW/JfllW'I.SD:IQI ~ ... ' SHEETS , I ---- , I I I I I I I I I I I I I J SITE MAP NIGHT 1 (800)-624-8153 1(800)-611-1911 611 644-3717 644-6222 1 (800)-422-4133 * Signature 1/19/2024 * SCALE: NTS BGB IDESIGN GROUP Landscape Architecture Plann ing Urban Design 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 bgb-inc.com APPROVAL RECOMMENDED: UTILITIES DIRECTOR DATE [Z3-2 '/ CONSTRUCTION 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", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCR ETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY FACILITY/UTILITIES AS NEEDED TO THE SATISFACTION OF THE ENGINEER (e.g. WATER VALVES, SCO. SURVEY MONUMENTS, PULL BOXES, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. ANY DISCREPANCIES ON THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE THE RESPONSIBILITY ON THE CON TRACTOR FOR CORRECTION. 7. 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 ft.ND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8. UNLESS OTHERWISE NOTED, ALL UTILITIES SHALL BE PROTECTED IN PLACE. 9 IRRIGATION WATER SYSTEM IS POTABLE SEE IRRIGATION PLANS. 10 EXISTING UNDERGROUND AND ABOVEGROUND FACILITIES: THE EXISTENCE AND LOCATION OF ANY UTILITY FACILITY (PIPES, CONDUITS, STRUCTURES, ETG.) SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF THE CITY'S KNOWLEDGE. WHETHER SHOWN ON THE PLANS OR NOT, THE CONTRACTOR IS RESPONS IBLE TO TAKE DUE PRECAUTIONARY MEASURES TO VERIFY THE LOCATION AND DEPTH OF THE UTILITY FAC ILITIES, INCLUDING POT-HOLING, AND PROTECT THE UTILITY FACILITIES IN PLACE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF CONSTRUCTION ACTIVITIES NEAR UTILITY FACILITIES. 11 . CITY CONTRACTOR SHALL PROVIDE THE TRAFF IC CONTROL PLAN PRIOR TO ANY WORK. THE PLAN SHALL MEET ALL CITY REQUIREMENTS AND FOLLOW CITY PROTOCOLS. PLANTING GENERAL NOTES 1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES 2. CONTRACTOR SHALL MAKE HIMSELF FULLY AWARE OF SITE CONDITIONS PRIOR TO ISSUING HIS BID. LACK OF KNOWLEDGE OF EXISTING SITE CONDITIONS SHALL NOT BE A BASIS FOR ADDITIONAL COSTS DURING CONSTRUCTION. 3 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS. ANY WORK PERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING A CLARIFIC.~TION FROM THE ENGINEER MAY REQUIRE REMOVAL AND RE-CONSTRUCTION OR WORK PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD FIELD CONDIT IONS VARY FROM THE PLANS. 5. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTI LITIES SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE CITY. 6. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. 7. CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK 8. CONTRACTOR SHALL REMOVE ALL EXCESS SOIL GENERATION BY HIS OPERATIONS FROM THE SITE, PER ALL APPLICABLE CODES. 9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS FROM SITE, PER ALL APPLICe.BLE CODES, AS WAS CREATED FROM HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS. SHEET INDEX 01 TITLE SHEET FOR REFERENCE ONLY 02 LEGENDS AND NOTES R1 PLANT ING PLAN 03 DEMOLITION PLAN R2 PLANTING DETAILS & NOTES 04 CONSTRUCTION PLAN 05 EROSION CONTROL PLAN 06 CONSTRUCTION DETAILS 07 CONSTRUCTION DETAILS 08 CONSTRUCTION DETAILS 09 CONSTRUCTION DETAILS 10 IRRIGATION PLAN 11 IRRIGATION DETAILS 12 IRRIGATION DETAILS & NOTES 13 STRUCTURAL NOTES 14 FENCE FOUNDATION PLAN AND ELEVATION 15 FENCE FOUNDATION SECTIONS MENDED: ]F ,:,-, ICAH MARTIN DEPU Y PUBLIC WORKS DIRECTOR MUNICIPAL OPERATIONS DATE ~ /zj /1 ( APPROVAL RECOMMENDED: ~~ TOM SANDEF,PE ASSISTANT CITY ENGINEER DATE l /4:J /2°2-Cf ' DESIGNED DRAWN AG 8GB CHECKED DATE AG 7111/2023 C-9008-1 TITLE SHEET 38TH ST REET AT LAKE AVENUE LANDS CAPE IMPROVEMENTS CITY OF NEWPORT BEACH PUBLIC WOR KS DEPARTMENT R-7033-S SHEET 01 OF 15 SYMBOL DESCRIPTION QTY CUT AND SALVAGE PORTION OF THE EXISTING 8" DRAIN LINE (RECONNECT AND REALIGN TO RUN PARALLEL WITH PROPOSED RETAINING AND FOUNDATION WALL) - REFER TO CONSTRUCTION PLANS SYMBOL DESCRIPTION QTY CUT AND DISPOSE PORTION OF EXISTING WALL 3 SF GRUB AND CLEAR EXISTING PLANTING.861 SF REMOVE AND DISPOSE OF EXISTING LANDSCAPE HEADERS. PROTECT IN PLACE EXISTING PALM TREES. EXCAVATE TO BOTTOM OF WALL REMOVE AND DISPOSE OF EXISTING IRRIGATION VALVES AND ANY EXCAVATED IRRIGATION APPURTENANCES REMOVE AND REPLACE EXSITING WALKWAY PER CITY OF NEWPORT 27 SF BEACH CITY STD DWG 180 D-01 D-02 D-04 D-05 D-07 D-08 DEMOLITION LEGEND B/06 B/06 H, I1 & I2/07 & 8'-5" LF 11'-11" LF SYMBOL DESCRIPTION QTY DETAIL NEW CAST-IN-PLACE CONCRETE FENCE FOUNDATION I2/07 WALL CONNECTING TO RETAINING WALL (FOUNDATION STEM) COLOR: NATURAL GRAY / FINISH: SMOOTH PULL FORM FINISH TUBULAR STEEL FENCE ON TOP OF NEW FOUNDATION 84 LF J/07 WALL NEW STONE CLAD AND CAST-IN-PLACE CONCRETE CAP D/06 ON EXISTING WALLS STONE CLADDING TYPE: JACOBSTONE STYLE / COLOR: CHOPPED / BUFF GROUT: ORCO SMOKE SOURCE: RESOURCE BUILDING MATERIALS (949-855-9994) REP: SUSIE TIMM (562-577-4918) CAP DAVIS COLOR / FINISH: PEBBLE (#641) / DAYTON SUPERIOR TOP CAST #3 MFR: SKATESTOPPERS MODEL: STARFISH (1/2" RADIUS) MATERIAL: CAST SILICON BRONZE WITH BROWN PATINA FINISH WEB: WWW.SKATESTOPPERS.COM/INDEX.HTML NOTE: PLACE 18" FROM END & 36" O.C. STEPS & HANDRAILS FOR BEACH ACCESS K/08 HANDRAIL MATERIAL: GALVANIZED STEEL HANDRAIL COLOR: POWDERCOAT COLOR: SHERWIN WILLIAMS POWDURA EPOXY EBONY EBS2-C0002 PAINTING NOTES: PAINT W/ (1) COAT EPOXY PRIMER & (1) COAT EXTERIOR POLYURETHANE PAINT. MFR: SKATESTOPPERS MODEL: PATENTED HR SERIES (1.5" OD - PN#HR1.5) WEB: WWW.SKATESTOPPERS.COM/INDEX.HTML STONE CLAD CHEEK WALL WITH CAST-IN-PLACE L/08 CONCRETE CAP WITH SKATESTOPPERS STONE CLADDING TYPE: JACOBSTONE STYLE / COLOR: CHOPPED / BUFF GROUT: ORCO SMOKE SOURCE: RESOURCE BUILDING MATERIALS (949-855-9994) REP: SUSIE TIMM (562-577-4918) CAP DAVIS COLOR / FINISH: PEBBLE (#641) / DAYTON SUPERIOR TOP CAST #3 CONCRETE PAD FOR TRASH RECEPTACLE, 4" MINIMUM G/06 THICKNESS. CITY TO PROVIDE TRASH RECEPTACLE C-03 C-04 C-05 C-07 C-08 C-09 CONSTRUCTION LEGEND SYMBOL DESCRIPTION CURB AND GUTTER - PROTECT-IN-PLACE PUBLIC SIDEWALK - PROTECT-IN-PLACE EXISTING 8" DRAINLINE - PROTECT-IN-PLACE EXISTING SEAWALL / BULKHEAD - PROTECT-IN-PLACE EXISTING LOW AND RETAINING WALL - PROTECT-IN-PLACE EXISTING ELECTRIC BOX - PROTECT-IN-PLACE EXISTING CABLE BOX - PROTECT-IN-PLACE EXISTING STORM DRAIN MANHOLE OR FORCE MAIN MANHOLE - PROTECT-IN-PLACE EXISTING TIDAL CONTROL BOX - PROTECT-IN-PLACE EXISTING STREET LIGHT FIXTURE - PROTECT-IN-PLACE EXISTING FIRE HYDRANT - PROTECT-IN-PLACE STREET CENTERLINE EXISTING CONCRETE ROAD PAVEMENT EXISTING UTILITY BOX - PROTECT-IN-PLACE SOUTHERN CALIFORNIA EDISON BOX - PROTECT-IN-PLACE EXISTING CHAIN LINK FENCE - PROTECT-IN-PLACE EXISTING BACKFLOW PREVENTER - PROTECT-IN-PLACE EXISTING IRRIGATION CONTROLLER AND PEDESTAL - PROTECT-IN-PLACE EXISTING MONUMENT SIGN TO PROTECT-IN-PLACE. PROPOSE NEW UPLIGHTS TO BE INSTALLED BY THE CITY. RETAINING WALL (FOUNDATION STEM) PER STRUCTURAL PLANS - SEE SHEETS 13 TO 15. FOR ADDITIONAL INFORMATION, REFER TO DETAIL C / SHEET 06, DEATIL H AND I1 / SHEET 07. R-01 R-02 R-03 R-04 R-05 R-06 R-07 R-08 R-09 R-10 R-11 R-12 R-13 R-14 R-15 R-16 R-17 R-25 R-26 R-27 REFERENCE LEGEND B/06 SYMBOL DESCRIPTION QTY DETAIL FOOTWASH STATION 13 SF P/09 CITY PROVIDED AND CONTRACTOR TO INSTALL 8-INCH WIDE CONCRETE CURB WALL 27 LF F/06 COLOR: NATURAL FINSH: PULL FORM FINISH 4" MIN. THICK CONCRETE PAVING WITH TROWELED 68 SF G/06 SCORE JOINTS SPACED AS SHOWN ON PLAN. SEE PLAN FOR CONTROL JOINTS. SEALED ISOLATION JOINT TO BE 20`-0" O.C. MAX. SPACING. COLOR: NATURAL FINISH: MATCH CITY SIDEWALK STANDARD 4" MIN. THICK CONCRETE PAVING PER CITY OF 46 SF NEWPORT BEACH STANDARD DRAWING 180. TOOLED CONTROL JOINT O/09 TOOLED SCORE JOINT O/09 STONE CLAD WITH CAST-IN-PLACE CONCRETE CAP E/06 CURB WALL STONE CLADDING TYPE: JACOBSTONE STYLE / COLOR: CHOPPED / BUFF GROUT: ORCO SMOKE SOURCE: RESOURCE BUILDING MATERIALS (949-855-9994) CAP DAVIS COLOR / FINISH: PEBBLE (#641) / DAYTON SUPERIOR TOP CAST #3 MFR: SKATESTOPPERS MODEL: STARFISH (1/2" RADIUS) MATERIAL: CAST SILICON BRONZE WITH BROWN PATINA FINISH WEB: WWW.SKATESTOPPERS.COM/INDEX.HTML NOTE: PLACE 18" FROM END & 36" O.C. RECONNECT AND REALIGN EXISTING 8" DRAIN LINE TO C/06 RUN PARALLEL WITH PROPOSED RETAINING WALL AND FOUNDATION WALL. CONTRACTOR TO PROVIDE ANY REPAIRED FITTING TO MAKE NECESSARY CONNECTIONS. SIGN UPLIGHT: MFR: AURORALIGHT MODEL #: LSL30-60-NG-12-W-30-AGS-NAT (OR EQUAL) QTY: 2 MOUNT: AGS GROUND STAKE SOURCE: AURORALIGHT / 877.942.1179 WIRING: 12/2 AWG LOW VOLTAGE WIRE. USE KING DRYCONN SILICON FILLED CONNECTORS FOR ALL WIRE SPLICES. 12” DEEP DIRECT BURIAL. PROVIDE 7” ROUND VALVE BOX FOR ANY LINE SPLICES. TRANSFORMER: MFR: KICHLER MODEL #: 75 W 15CS75SS (OR EQUAL) SOURCE: LIGHTSTYLES / 949.646.5227 COMMENT: INSTALL INSIDE EXISTING CONTROLLER CABINET LINK-SEAL AT PIPE OPENING C/06 C-10 C-12 C-13 C-14 C-15 C-16 C-19 C-23 C-24 C-25 DEMOLITION NOTES: 1. VERIFY PROPERTY LINES, LIMITS OF WORK LINES AND LOT LINES PRIOR TO COMMENCING DEMOLITION WORK. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH DEMOLITION WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR CONDITIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING PREPARATION OF THESE PLANS. 3. NO CHANGE IN CONTRACT AMOUNT SHALL BE ALLOWED DUE TO ACTUAL OR CLAIMED DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON THE PLAN, INCLUDING QUANTITIES CALLED OUT ON PLAN. UNLESS SUCH DISCREPANCIES ARE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE IN WRITING. 4. EXISTING PLANT MATERIAL SPECIFICALLY CALLED OUT TO BE REMOVED SHALL INCLUDE THE ROOT BALL WITH EACH TREE OR SHRUB. PLANT MATERIAL THAT IS TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFF-SITE. DISPOSE OF MATERIALS OFF-SITE IN A LEGAL MANNER. 5. THE DEMOLITION BASE SHEET WAS PREPARED FROM EXISTING INFORMATION DOCUMENTED IN THE FIELD. THE INFORMATION REPRESENTED ON THIS PLAN IS NOT FROM AS-BUILT PLANS. THEREFORE CONDITIONS SHALL BE VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL CONFIRM CONDITIONS IN THE FIELD AFFECTING THE SATISFACTORY COMPLETION OF DEMOLITION WORK DESCRIBED ON THE PLAN AND REPORT DISCREPANCIES TO THE OWNER / LANDSCAPE ARCHITECT IMMEDIATELY. THE OWNER / LANDSCAPE ARCHITECT SHALL PROVIDE RESOLUTION DIRECTION PRIOR TO PROCEEDING WITH ANY FURTHER DEMOLITION WORK. 6. THIS PLAN IS FOR THE PURPOSE OF IDENTIFYING THE PRESERVATION, REMOVAL, DEMOLITION AND OR SALVAGE OF LANDSCAPE AND HARDSCAPE CONSTRUCTION ITEMS ONLY. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT OF ANY DAMAGE TO ADJACENT ELEMENTS CAUSED BY HIS/HER OPERATIONS. 8. THE CONTRACTOR SHALL CONFIRM AND PROTECT EXISTING UTILITY SERVICES & METERS IN PLACE. 9. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING IN PLACE ALL CURBS, PAVING, IRRIGATION EQUIPMENT, UTILITY BOXES, TREES AND TREE ROOTS AND/OR OTHER EXISTING APPURTENANCES WITHIN THE SCOPE OF WORK. SPECIAL CARE SHOULD BE GIVEN TO THE EXISTING IRRIGATION MAIN LINE, LATERAL LINES AND SPRINKLER HEADS. ALL DAMAGE TO EXISTING ITEMS LISTED ABOVE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S COST. 11. CONTRACTOR SHALL CLEAR AND GRUB AREAS PER THE PLANTING NOTES. CONTRACTOR SHALL REMOVE ALL EXISTING GRASS, DEBRIS AND ROCKS OVER 1" DIAMETER WITHIN THE PLANTING AREAS. ALL MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED IN A MANNER CONFORMING TO ALL CODES AND ORDINANCES RELATIVE TO THAT WORK. 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date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°13'30" E PER PARCEL MAP NO. 88-368, PMB 243/49, RECORDS OF ORANGE COUNTY, CALIFORNIA. BENCH MARK O.C.S.B.M. NB2-7-77. ELEVATION = 8.565' NAVD88 DATUM, YEAR LEVELED 2015. DESCRIBED BY OCS 2002 FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB2-7-77", SET IN THE SOUTHWEST CORNER OF A 7 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF SUPERIOR AVENUE AND PACIFIC COAST HIGHWAY, 400 FT. EASTERLY OF THE CENTERLINE OF SUPERIOR AVENUE AND 48 FT. SOUTHERLY OF THE CENTER MEDIAN ALONG PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG + + + + + - + + + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BGB IDESIGN GROUP Landscape Architecture Planning Urban Design NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: DESIGNED: DRAWN: AG BGB CHECKED: DA TE: AG 02 14 2023 D D D ., u 0 Cl C: :8 u .E ., C: 8 ~ .c o5 i----------------_j.?-1 ii ill ID SHEET OF SYMBOL DESCRIPTION QTY CUT AND SALVAGE PORTION OF THE EXISTING 8" DRAIN LINE (RECONNECT AND REALIGN TO RUN PARALLEL WITH PROPOSED RETAINING AND FOUNDATION WALL) - REFER TO CONSTRUCTION PLANS SYMBOL DESCRIPTION QTY CUT AND DISPOSE PORTION OF EXISTING WALL 3 SF GRUB AND CLEAR EXISTING PLANTING.861 SF REMOVE AND DISPOSE OF EXISTING LANDSCAPE HEADERS. PROTECT IN PLACE EXISTING PALM TREES. EXCAVATE TO BOTTOM OF WALL REMOVE AND DISPOSE OF EXISTING IRRIGATION VALVES AND ANY EXCAVATED IRRIGATION APPURTENANCES REMOVE AND REPLACE EXSITING WALKWAY PER CITY OF NEWPORT 27 SF BEACH CITY STD DWG 180 D-01 D-02 D-04 D-05 D-07 D-08 DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING 8" DRAINLINE - PROTECT-IN-PLACE EXISTING ELECTRIC BOX - PROTECT-IN-PLACE EXISTING STORM DRAIN MANHOLE OR FORCE MAIN MANHOLE - PROTECT-IN-PLACE EXISTING STREET LIGHT FIXTURE - PROTECT-IN-PLACE EXISTING IRRIGATION CONTROLLER AND PEDESTAL - PROTECT-IN-PLACE EXISTING MONUMENT SIGN TO PROTECT-IN-PLACE R-03 R-06 R-08 R-10 R-25 R-26 REFERENCE LEGEND DEMOLITION NOTES: PROTECT IN PLACE EXISTING ELECTRICAL OUTLETS (USED FOR HOLIDAY DISPLAYS) 16'- 0 " D-01 EXISTING HEDGE, PROTECT IN PLACE REMOVE EXISTING LANDSCAPE HEADERS D-04 D-04 D-04 D-04 R-06 PROTECT IN PLACE PROTECT IN PLACE EXISTING PALMS PROTECT IN PLACE EXISTING PALMS R-10 R-10 D-07 D-07 D-07 PROTECT IN PLACE EXISTING PALMS 5'- 0 " D-05 D-05 D-04 D-05 D-08 R-25 D-02 R-08 R-08 NOTE: 36" CLEARANCE AROUND PANEL PER OSHA R-03 R-26 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET 03 DEMOLITION PLAN 0 feet16 1/8" = 1'-0" 8 24 32 N O R T H NOTES: FOR DEMOLITION NOTES, SEE SHEET 02. FOR CONSTRUCTION PLAN, SEE SHEETS 04. LIMIT OF WORK P.M.8. 243/49-50 LOT 1, BLOCK 238 MAP OF CANAL SECTION M.M. 4/98 M h'.>": _,,, ..,_, .,_,, •, ,, \ I I I I I I I I I I I I I I I \ \ I I I I -: I I I \ \ \_ \ \_ "' \ "' \_ \ ~ \ \ \ "'-\ k "' \ \ 20· lw I::, I z w > l:c:( I 11..J I ~ -,:( ...:.J I I I I I \ 20· I \ I I I I I \~ \ \ I \ I 20· 1 I j 1--_\_,_ - -_, - --□ I -------- ' ' ' ' ' ' ' ' ' ' 0 0 0 0 0 0 i' E Q. "' "' °" ., u 0 Cl C: .Q -u ~ C: 8 I z li: < c:: ~ .c r----------------,---------------------,-----------------------:::==:::---,-------,-----,-----------------,-------,---------,------------------------io.5 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BGB IDESIGN GROUP Landscape Architecture Planning Urban Design NO. DA TE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: .?-t-----------------------1 -5 ill ID ~ ~ * ~· ! 1-----+------+------------------+------t~DE:;;;:SIG::;-:;NE~D:-,.D;:-;;-RA:-:::WN::--: ----t---------------,------------J o AG BGB t---------, ~ CHECKED: DA TE: SHEET OF _9. L_ ______________ L_ ___________________ l_ ______________ .::::::::::::::___L__j_ __ _j_ ________________ __l_ _ _J __ ~AG~0~2~141£!.2~02~3L_ _____________ _i__:::..:::_: _ __.::._ _ _J,:,; DOWNDOWN DE T J SH T 0 7 R- 0 3 R- 0 4 R- 0 5 R- 0 5 R- 0 1 R- 0 2 R- 1 0 R- 0 6 R- 0 7 R- 1 1 R- 0 6 R- 0 6 R- 0 8 C- 0 5 C- 0 3 R- 0 9 R- 0 4 R- 1 4 R- 1 3 R- 1 2 R- 1 3 R- 1 2 C- 0 5 R- 0 5 R- 1 5 R- 0 1 R- 0 2 C- 0 8 C- 0 7 C- 0 9 C- 1 0 R- 0 5 R- 1 6 R- 1 6 C- 1 3 7' - 1 " 23 ' - 2 " 5'-5" 1'-4" 15'- 1 " 6'-0" MIN. C L R . R- 1 0 R- 0 4 R- 0 5 R- 0 6 R- 0 1 R- 0 2 R- 0 6 R- 0 5 C- 0 5 R- 1 7 C- 1 9 C- 1 9 C- 1 9 I2 SH T 0 7 I1 SH T 0 7 1' - 6 " 24 ' - 3 " C- 1 2 5'-1 1/4" 6' - 0 " O . C . ± 4 " C- 0 4 C- 0 4 C- 1 4 C- 1 5 C- 1 5 PR O F . A R- 2 5 0+ 3 2 . 7 3 0+ 1 6 . 3 4 12 + 7 6 0+ 0 6 . 4 5 0+ 0 0 R4'- 1 " EXISTING WALL TO 38TH ST. "PROFILE A" 38 T H S T . - " P R O F I L E A " NO T E : A D J U S T T O GR A D E I F N E E D E D C- 2 3 3'-8" SQ. 5'-5 " O . C . 5'-5 " O . C . 4'-6 " O.C . 1'-1 0 " O. C . 6'-3 3 / 4 " O . C . C- 1 6 26'- 1 34" RET A I N I N G W A L L ( F O U N D A T I O N S T E M ) PER S T R U C T U R A L P L A N S SEE S H E E T S 1 3 T O 1 5 3'-0" SQ. 3' - 0 " R- 2 6 R- 2 7 C- 2 4 C- 2 5 B/ 0 6 B/ 0 6 H, I 1 & I 2 / 0 7 & 8 ' - 5 " L F 11 ' - 1 1 " L F SY M B O L DE S C R I P T I O N QT Y DE T A I L NE W C A S T - I N - P L A C E C O N C R E T E F E N C E F O U N D A T I O N I2 / 0 7 WA L L C O N N E C T I N G T O R E T A I N I N G W A L L ( F O U N D A T I O N ST E M ) CO L O R : N A T U R A L G R A Y / F I N I S H : S M O O T H P U L L F O R M FI N I S H TU B U L A R S T E E L F E N C E O N T O P O F N E W F O U N D A T I O N 8 4 L F J / 0 7 WA L L NE W S T O N E C L A D A N D C A S T - I N - P L A C E C O N C R E T E C A P D/ 0 6 ON E X I S T I N G W A L L S ST O N E C L A D D I N G T Y P E : J A C O B S T O N E ST Y L E / C O L O R : C H O P P E D / B U F F GR O U T : O R C O S M O K E SO U R C E : R E S O U R C E B U I L D I N G M A T E R I A L S (9 4 9 - 8 5 5 - 9 9 9 4 ) RE P : S U S I E T I M M ( 5 6 2 - 5 7 7 - 4 9 1 8 ) CA P D A V I S C O L O R / F I N I S H : P E B B L E ( # 6 4 1 ) / D A Y T O N SU P E R I O R T O P C A S T # 3 MF R : S K A T E S T O P P E R S MO D E L : S T A R F I S H ( 1 / 2 " R A D I U S ) MA T E R I A L : C A S T S I L I C O N B R O N Z E W I T H B R O W N P A T I N A FI N I S H WE B : W W W . S K A T E S T O P P E R S . C O M / I N D E X . H T M L NO T E : P L A C E 1 8 " F R O M E N D & 3 6 " O . C . ST E P S & H A N D R A I L S F O R B E A C H A C C E S S K/ 0 8 HA N D R A I L M A T E R I A L : G A L V A N I Z E D S T E E L HA N D R A I L C O L O R : P O W D E R C O A T C O L O R : S H E R W I N WI L L I A M S P O W D U R A E P O X Y E B O N Y E B S 2 - C 0 0 0 2 PA I N T I N G N O T E S : P A I N T W / ( 1 ) C O A T E P O X Y P R I M E R & (1 ) C O A T E X T E R I O R P O L Y U R E T H A N E P A I N T . MF R : S K A T E S T O P P E R S MO D E L : P A T E N T E D H R S E R I E S ( 1 . 5 " O D - P N # H R 1 . 5 ) WE B : W W W . S K A T E S T O P P E R S . C O M / I N D E X . H T M L ST O N E C L A D C H E E K W A L L W I T H C A S T - I N - P L A C E L/ 0 8 CO N C R E T E C A P W I T H S K A T E S T O P P E R S ST O N E C L A D D I N G T Y P E : J A C O B S T O N E ST Y L E / C O L O R : C H O P P E D / B U F F GR O U T : O R C O S M O K E SO U R C E : R E S O U R C E B U I L D I N G M A T E R I A L S (9 4 9 - 8 5 5 - 9 9 9 4 ) RE P : S U S I E T I M M ( 5 6 2 - 5 7 7 - 4 9 1 8 ) CA P D A V I S C O L O R / F I N I S H : P E B B L E ( # 6 4 1 ) / D A Y T O N SU P E R I O R T O P C A S T # 3 CO N C R E T E P A D F O R T R A S H R E C E P T A C L E , 4 " M I N I M U M G/ 0 6 TH I C K N E S S . CI T Y T O P R O V I D E T R A S H R E C E P T A C L E SY M B O L DE S C R I P T I O N QT Y DE T A I L FO O T W A S H S T A T I O N 13 S F P / 0 9 CI T Y P R O V I D E D A N D C O N T R A C T O R T O I N S T A L L 8- I N C H W I D E C O N C R E T E C U R B W A L L 27 L F F / 0 6 CO L O R : N A T U R A L FI N S H : P U L L F O R M F I N I S H 4" M I N . T H I C K C O N C R E T E P A V I N G W I T H T R O W E L E D 6 8 S F G / 0 6 SC O R E J O I N T S S P A C E D A S S H O W N O N P L A N . S E E P L A N FO R C O N T R O L J O I N T S . S E A L E D I S O L A T I O N J O I N T T O BE 2 0 ` - 0 " O . C . M A X . S P A C I N G . CO L O R : N A T U R A L FI N I S H : M A T C H C I T Y S I D E W A L K S T A N D A R D 4" M I N . T H I C K C O N C R E T E P A V I N G P E R C I T Y O F 46 S F NE W P O R T B E A C H S T A N D A R D D R A W I N G 1 8 0 . C- 0 3 C- 0 4 C- 0 5 C- 0 7 C- 0 8 C- 0 9 C- 1 0 C- 1 2 C- 1 3 C- 1 4 CO N S T R U C T I O N L E G E N D SY M B O L DE S C R I P T I O N CU R B A N D G U T T E R - P R O T E C T - I N - P L A C E PU B L I C S I D E W A L K - P R O T E C T - I N - P L A C E EX I S T I N G 8 " D R A I N L I N E - P R O T E C T - I N - P L A C E EX I S T I N G S E A W A L L / B U L K H E A D - P R O T E C T - I N - P L A C E EX I S T I N G L O W A N D R E T A I N I N G W A L L - P R O T E C T - I N - P L A C E EX I S T I N G E L E C T R I C B O X - P R O T E C T - I N - P L A C E EX I S T I N G C A B L E B O X - P R O T E C T - I N - P L A C E EX I S T I N G S T O R M D R A I N M A N H O L E O R F O R C E M A I N M A N H O L E - PR O T E C T - I N - P L A C E EX I S T I N G T I D A L C O N T R O L B O X - P R O T E C T - I N - P L A C E EX I S T I N G S T R E E T L I G H T F I X T U R E - P R O T E C T - I N - P L A C E EX I S T I N G F I R E H Y D R A N T - P R O T E C T - I N - P L A C E ST R E E T C E N T E R L I N E EX I S T I N G C O N C R E T E R O A D P A V E M E N T EX I S T I N G U T I L I T Y B O X - P R O T E C T - I N - P L A C E SO U T H E R N C A L I F O R N I A E D I S O N B O X - P R O T E C T - I N - P L A C E EX I S T I N G C H A I N L I N K F E N C E - P R O T E C T - I N - P L A C E EX I S T I N G B A C K F L O W P R E V E N T E R - P R O T E C T - I N - P L A C E EX I S T I N G I R R I G A T I O N C O N T R O L L E R A N D P E D E S T A L - PR O T E C T - I N - P L A C E EX I S T I N G M O N U M E N T S I G N T O P R O T E C T - I N - P L A C E . 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"P R O F I L E A " EX I S T I N G 8 " DR A I N L I N E SY M B O L DE S C R I P T I O N QT Y DE T A I L CO N S T R U C T I O N L E G E N D B/ 0 6 TO O L E D C O N T R O L J O I N T O/ 0 9 TO O L E D S C O R E J O I N T O/ 0 9 ST O N E C L A D W I T H C A S T - I N - P L A C E C O N C R E T E C A P E/ 0 6 CU R B W A L L ST O N E C L A D D I N G T Y P E : J A C O B S T O N E ST Y L E / C O L O R : C H O P P E D / B U F F GR O U T : O R C O S M O K E SO U R C E : R E S O U R C E B U I L D I N G M A T E R I A L S (9 4 9 - 8 5 5 - 9 9 9 4 ) CA P D A V I S C O L O R / F I N I S H : P E B B L E ( # 6 4 1 ) / D A Y T O N SU P E R I O R T O P C A S T # 3 MF R : S K A T E S T O P P E R S MO D E L : S T A R F I S H ( 1 / 2 " R A D I U S ) MA T E R I A L : C A S T S I L I C O N B R O N Z E W I T H B R O W N P A T I N A FI N I S H WE B : W W W . S K A T E S T O P P E R S . C O M / I N D E X . H T M L NO T E : P L A C E 1 8 " F R O M E N D & 3 6 " O . C . RE C O N N E C T A N D R E A L I G N E X I S T I N G 8 " D R A I N L I N E T O C/ 0 6 RU N P A R A L L E L W I T H P R O P O S E D R E T A I N I N G W A L L A N D FO U N D A T I O N W A L L . C O N T R A C T O R T O P R O V I D E A N Y RE P A I R E D F I T T I N G T O M A K E N E C E S S A R Y CO N N E C T I O N S . SI G N U P L I G H T : MF R : A U R O R A L I G H T MO D E L # : L S L 3 0 - 6 0 - N G - 1 2 - W - 3 0 - A G S - N A T ( O R E Q U A L ) QT Y : 2 MO U N T : A G S G R O U N D S T A K E SO U R C E : A U R O R A L I G H T / 8 7 7 . 9 4 2 . 1 1 7 9 WI R I N G : 1 2 / 2 A W G L O W V O L T A G E W I R E . U S E K I N G DR Y C O N N S I L I C O N F I L L E D C O N N E C T O R S F O R A L L W I R E SP L I C E S . 1 2 ” D E E P D I R E C T B U R I A L . P R O V I D E 7 ” R O U N D VA L V E B O X F O R A N Y L I N E S P L I C E S . TR A N S F O R M E R : MF R : K I C H L E R MO D E L # : 7 5 W 1 5 C S 7 5 S S ( O R E Q U A L ) SO U R C E : L I G H T S T Y L E S / 9 4 9 . 6 4 6 . 5 2 2 7 CO M M E N T : I N S T A L L I N S I D E E X I S T I N G C O N T R O L L E R CA B I N E T LI N K - S E A L A T P I P E O P E N I N G C/ 0 6 C- 1 5 C- 1 6 C- 1 9 C- 2 3 C- 2 4 C- 2 5 1/ 2 3 / 2 0 2 4 R- 7 0 3 3 - S 15 C- 9 0 0 8 - 1 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T 38 T H S T R E E T A N D L A K E A V E N U E LA N D S C A P E I M P R O V E M E N T S 31 8 5 C 1 A i r w a y A v e n u e , C o s t a M e s a , C A 9 2 6 2 6 P: 7 1 4 - 5 4 5 - 2 8 9 8 F : 7 1 4 - 5 4 5 - 2 8 7 8 bg b - i n c . c o m 31 8 5 C 1 A i r w a y A v e n u e , C o s t a M e s a , C A 9 2 6 2 6 P: 7 1 4 - 5 4 5 - 2 8 9 8 F : 7 1 4 - 5 4 5 - 2 8 7 8 bg b - i n c . c o m 22 1 4 Si g n a t u r e Da t e A R T H U R D GUY III REGIST E R E D L A NDSCAPE ARCHITECT STATE OF CA L I F O R N IA EXP. 5/ 3 1 / 2 0 2 4 SE E A P P R O V A L S ON C O V E R S H E E T 04 CO N S T R U C T I O N P L A N 0 fe e t 16 1/ 8 " = 1 ' - 0 " 8 24 32 N O R T H LI M I T O F W O R K NO T E : FO R C O N S T R U C T I O N D E T A I L S , S E E S H E E T S 0 6 T O 0 9 . 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AL L E Y CANAL CANAL 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET 05 EROSION CONTROL PLAN 0 feet16 1/8" = 1'-0" 8 24 32 N O R T H LIMIT OF WORK TEMPORARY SEDIMENT CONTROL SE-1 SILT FENCE INSTALL WHERE SHOWN ON PLAN. SE-6 GRAVEL BAG BERM PLACE AS SHOWN ON PLAN. SE-7 STREET SWEEPING AND VACUUMING STREET SHALL BE SWEPT AND SEDIMENT COLLECTED AND PROPERLY DISPOSED OF, ON OR OFF-SITE, ON A DAILY BASIS. WIND EROSION CONTROL WE-1 WIND EROSION CONTROL WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE FROM ANY DISTURBED AREAS DURING CONSTRUCTION. WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL WM-5 SOLID WASTE MANAGEMENT SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN APPROPRIATE CONTAINERS. FULL CONTAINERS SHALL BE DISPOSED OF PROPERLY. WM-8 CONCRETE WASTE MANAGEMENT AN ON-SITE CONCRETE WASHOUT AREA SHALL, BE CONSTRUCTED, USED, AND DISPOSED OF IN A MANNER WHICH MEETS THE REQUIREMENTS OF THE CITY. WM-9 SANITARY/SEPTIC WASTE MANAGEMENT ON-SITE FACILITIES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT. YEAR-ROUND BMP REQUIREMENTS: 1. WHERE APPROPRIATE, SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS, AND AT ALL NON-ACTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION FROM STORMS. 2. WIND EROSION BMPS (DUST CONTROL) SHALL BE IMPLEMENTED AND MAINTAINED. 3. BMPS TO CONTROL OFF-SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED. 4. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPS SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER BY WASTES AND CONSTRUCTION MATERIALS. 5. APPROPRIATE NON-STORM WATER BMPS SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER FROM CONSTRUCTION ACTIVITIES. 6. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPS (TEMPORARY OR PERMANENT) SHALL BE INSTALLED AND ESTABLISHED AS SOON AS PRACTICAL FOR ALL COMPLETED SLOPES OR SLOPES IN NON-ACTIVE AREAS. THESE BMPS MUST BE MAINTAINED THROUGHOUT THE YEAR. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP MAY INDICATE THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP, OR ADDITIONAL BMPS SHOULD BE INSTALLED TO PROVIDE ADEQUATE PROTECTION. 7. A DISTURBED AREA THAT IS NOT COMPLETED, BY THAT IS NOT BEING ACTIVELY GRADED (NON-ACTIVE AREA), SHALL BE FULLY PROTECTED FROM EROSION WITH TEMPORARY OR PERMANENT BMPS (EROSION AND SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROL BMPS MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 8. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENT CONTROL BMPS NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT DISCHARGES SHALL BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 9. THERE SHALL BE A "WEATHER TRIGGERED" ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY SEDIMENT CONTROL BMPS AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM IS DEFINED AS A FORECASTED, 50% CHANCE OF RAIN). 10. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMPS PRIOR TO A PREDICTED RAINSTORM. GRAVEL BAG BERM SILT FENCE LEGEND: BMP DESIGNATION IN CALIFORNIA STORMWATER BMP HANDBOOK - CONSTRUCTION, LATEST EDITION, BY THE CALIFORNIA STORMWATER QUALITY ASSOCIATION. NOTE: THE LOCATION AND TYPE OF EROSION AND SEDIMENT CONTROL MEASURES TO BE USED WILL CHANGE DURING THE COURSE OF THE CONSTRUCTION. THE CONTRACTOR SHALL IMPLEMENT THE CONTROLS NECESSARY TO PREVENT NON-STORMWATER, SEDIMENT, AND CONTAMINATED RUNOFF DISCHARGES FROM THE SITE AT ALL TIMES. () ~1 \![~; L, - lFIJ 4;•,'J-~CJL-f:7 I I SE-7 -----1 .ROW SE-6 2 HIGR ~~ ~ \ , , SE-7 1 1 ~ ROW HIGH SE-5 I I I \ I I I \ I I I \ \ >,f.·:- SE-1 I I \ \ I I \ \ \ \ I \ SE-7 I I N 52'46'30" £ ' o: / / / / / / 7 I I ,---.._ 1 ROW SE-5 2 HIGH c·, \ \ \ ~ ---c,-----c,-----c,- i' ., u 0 Cl C: ,Q -u ~ C: 8 I z li: < c:: ~ .c i----------------------,------------------------------,---------------------:;;;;:=;;;;;;::----.--,----,-----------------------,--------,----------,-------------------------------io.5 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BGB IDESIGN GROUP Landscape Architecture Planning Urban Design * NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: .?-1--------------------------------1 -5 ill ID 1s !i-" z l--+----+------------------------+-----1--;;D:::ES;:;:IG;:;-N;;:::ED::-:----,.D::::R-;;AWN;::--: ---i------------------------,------------i o AG BGB >. t------------1 - CHECKED: DA TE: SHEET OF _9. L ___________________ __J ___________________________ _L ____________________ .:::=:::: __ _l_ _ _l ___ __J _______________________ L __ _L ___ .!_A!!!.GL~02~14~20~2~3l_ ___________________ l...:=~---=--_J,:,; LINK-SEAL AT PIPE OPENING SCALE:1" = 1'-0"PLAN VIEW 1 2 3 5 5 6 7 8 8 4 NOTE: ·INSTALL PER LOCAL CODES. ·CONTRACTOR TO PROVIDE TWO (2) SHOP DRAWINGS APPROVAL BEFORE INSTALLATION. EXISTING 8" DRAINLINE1 RECONNECT AND REALIGNED EXISTING 8" DRAINLINE2 LINK-SEAL: LS-475-C12 WITH WS-12-37-S3 SLEEVE4 EXISTING SEAWALL / BULKHEAD - PROTECT-IN-PLACE5 EXISTING LOW AND RETAINING WALL - PROTECT-IN-PLACE6 NEW CAST-IN-PLACE CONCRETE FENCE RETAINING AND FOUNDATION WALL CONNECTING TO EXISTING LOW WALL 7 TUBULAR STEEL FENCE ON TOP OF NEW FOUNDATION WALL8 C CONCRETE CURB WALL 1" = 1'-0"SECTIONSCALE: 1 3 4 5 6 7 6 2 3' - 0 " M I N . 8" 4" CAST-IN-PLACE CONCRETE CURB WALL - SEE CONSTRUCTION PLAN 1 1/2" RADIUS EDGE2 #4 VERTICAL BAR @18" O.C.3 #4 HORIZONTAL BAR AT TOP, MIDDLE AND BOTTOM CONTINUOUS 4 CONCRETE FOOTING5 FINISH GRADE6 BEACH SAND7 8 SOIL8 9.0' ~7.5' F CONCRETE PAVING WITH THICKENED EDGE SCALE:1" = 1'-0"SECTION 1 2 34 5 4" MI N . 4'-0" NOTES: ·CONCRETE PAVING TO COMPLY WITH LOCAL FIRE AUTHORITY STANDARDS ·CONCRETE PAVING TO COMPLY WITH LOCAL CITY STANDARDS ·REFER TO DETAIL FOR TYPICAL PAVING JOINT. 4" 1'- 0 " 5 4 6 7 1'- 0 " 8" 9.0' ~7.5' CONCRETE THICKENED EDGE PAVING1 1/2" RADIUS EDGE2 4" MIN. THICK TYPE V / 560-C-3250 CONCRETE PAVING - SEE CONSTRUCTION PLAN FOR CONCRETE FINISH3 FINISH GRADE - REFER TO PRECISE GRADING PLAN4 PROVIDE 90% RELATIVE DRY DENSITY COMPACTED SUB-GRADE5 #3 HORIZONTAL REBAR, BEND6 #3 HORIZONTAL REBAR, CONTINUOUS7 GSTONE CLAD CURB WALL SCALE:1" = 1'-0"SECTION 6" MI N . VA R I E S 1'- 0 " 1'-6" NOTES: ·ALL CMU CELLS AND VOIDS TO BE GROUT FILLED. 1" EM B E D 3" CL R . 3" CLR. 1 1/2" OVERHANG 1 1/2" OVERHANG 10 11 12 9 7 813 5 1 4 2 6 14 3 STONE CLAD - SEE CONSTRUCTION PLAN1 SEE DETAIL 'B' (THIS SHEET) FOR FAUX STONE VENEER ON EXISTING RETAINING WALL FOR INSTALLATION 2 3" POURED-IN-PLACE CONCRETE CAP - SEE CONSTRUCTION PLAN 3 SKATEBOARD DETERRENTS OR SKATE STOPPERS - SEE CONSTRUCTION PLAN NOTE: PLACE 18" FROM END & 36" O.C. 4 CMU PRECISION BLOCK5 #4 HORIZONTAL REBAR @ TOP AND BOTTOM6 #4 VERTICAL DROP-IN REBAR @ 16" O.C. - BEND INTO FOOTING 7 #4 HORIZONTAL REBAR - CONTINUOUS IN CONCRETE FOOTING 8 PROVIDE 90% RELATIVE DRY DENSITY COMPACTED SUB-GRADE 9 FINISH GRADE10 APPLY ONE (1) COAT MULASTICOAT WATERPROOFING 11 EXISTING SIDEWALK12 CONCRETE FOOTING13 INSTALL 2" MIN. MULCH BY OTHERS. SEE PLANTING PLAN. 14 ESTONE CLAD EXISTING WALL SCALE:1" = 1'-0"SECTION VA R I E S ( S E E C I V I L D R A W I N G S ) RE F E R T O G R A D I N G P L A N 1 5 6 3 8 9 10 7 1 1/2" OVERHANG 4 2 11 1 1/2" OVERHANG STONE CLAD - SEE CONSTRUCTION PLAN1 SEE DETAIL FAUX STONE VENEER ON EXISTING RETAINING WALL FOR INSTALLTION 2 3" POURED-IN-PLACE CONCRETE CAP - SEE CONSTRUCTION PLAN 3 SKATEBOARD DETERRENTS OR SKATE STOPPERS - SEE CONSTRUCTION PLAN NOTE: PLACE 18" FROM END & 36" O.C. 4 EXISTING WALL5 EXISTING CONCRETE FOOTING6 PROVIDE 90% RELATIVE DRY DENSITY COMPACTED SUB-GRADE 7 FINISH GRADE8 APPLY ONE (1) COAT MULASTICOAT WATERPROOFING 9 EXISTING SIDEWALK10 INSTALL 2" MIN. ORGANIC MULCH BY OTHERS. SEE PLANTING PLAN. 11 D FAUX STONE CLAD ON NEW OR EXISTING WALL SCALE:6" = 1'-0"SECTION 123 2 3 1 4 4 5 5 EXISTING CONCRETE WALL1 GRIND EXISTING PAINTED SURFACE. ATTACH GALVANIZED METAL LATH AND PROVIDE ROUGH SCRATCH COAT. 2 MORTAR BED3 FAUX STONE. REFER TO CONSTRUCTION PLAN4 7/8" GALVANIZED CONCRETE NAILS WITH FENDER WASHER @ 16" O.C. BOTH WAYS 5 B 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET 06 CONSTRUCTION DETAILS OMIT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0 0 0 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ Qr--------- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ Q,--------- BGB IDESIGN GROUP Landscape Architecture Planning Urban Design ~ • ., •. ·LI _. .,· :ii " . 'I ,i .. • 0 0 0 0 0 Q,-------- r . 0 0 0 0 0 0 0 0 Q,--------- NO. DATE DESCRIPTION OF REVISIONS / / / --- / ~//✓,L---~-~~=-+----~ / 0 0 0 0 0 0 0 0 Qr--------- 0 0 0 0 0 0 0 APPROVED APPROVAL RECOMMENDED: DESIGNED: DRAWN: AG BGB CHECKED: DA TE: AG 02 14 2023 E C. i::; N I .... ~ ~ i5 ., u 0 Cl C: :8 u .E ., C: 8 ~ .c o5 i---------------_j.?-1 -5 ill ID SHEET OF ELEV 7.0 ELEV 8.0 ELEV 9.0 SEAWALL AND DRAIN LINE SCALE:1" = 1'-0"PLAN VIEW / SECTION / ELEVATION ELEV 7.0 (5.80 FG) (7.80 FG) ELEV 6.0 ELEV 5.0 3' - 0 " MI N . W A L L H I E G H T (5.00 FG) ELEV 8.0 4.10 FG (8.11 TW)(8.06 TW) 2 6 8 9 12 (5.80 FG)(5.00 FG)2 (7.80 FG)10 7 5 5 11 SECTION / ELEVATION PLAN VIEW 1 1 6 10 3 3 4 7 7 3 3 6 1 3 1' - 0 " ELEV 9.0 9.00 TW (8.06 TW) (EX) 9.00 TW (NEW) (8.39 TW)(9.83 TW) 6" (7.02 TW) A A SECTION A-A NEW FENCE (9.83 TW) EXISTING SEAWALL BEYOND (8.32 TW) EXISTING SEAWALL SECONDARY WALL CONCRETE EXTENSION DOWEL 8" FORCE MAIN BULKHEAD LEDGE 1'-0"8"1'-0" 3 PROPOSE CAST-IN-PLACE RETAINING WALL - SEE CONSTRUCTION AND STRUCTURAL PLAN 1 PROPOSE 8" DRAIN LINE AND CONNECTOR - REFER TO CIVIL ENGINEER PLANS 2 PROPOSE TUBULAR STEEL FENCE AND POST - SEE CONSTRUCTION PLAN 3 PROPOSE DOWEL - REFER STRUCTURAL PLAN4 EXISTING METAL STRAP5 EXISTING SEAWALL / BULKHEAD6 EXISTING WALL7 SAND FINISH SURFACE - VARIES8 WALL ANGLE POINT9 EXISTING 8" PVC SCH 40 DRAIN LINE10 EXISTING DRAIN HOLE11 WATER LINE (VARIES PER TIDE)12 H CAST-IN-PLACE RETAINING WALL (FOUNDATION STEM) & DRAIN LINE SCALE:3/4" = 1'-0"SECTION 3'- 5 " ( 4 1 " ) 1" 67 VA R I E S RE F E R T O C O N S T R U C T I O N P L A N PE R ST R U C T . PER STRUCTURAL VARIES REFER TO CONSTRUCTION PLAN 11 12 13 VA R I E S R E F E R TO C O N S T R U C T I O N P L A N 14 15 3 16 10 8 8 11 1 1 - SECTION 2 4 9 5 4 17 (9.83) (8.39) (7.02) (8.06) 9.00 FOR REFERENCE ONLY TUBULAR STEEL FENCE - SEE CONSTRUCTION PLAN1 CAST-IN-PLACE RETAINING WALL (FOUNDATION STEM) - REFER TO STRUCTURAL PLANS 2 1/2" CHAMPER EDGE3 REINFORCEMENT PER STRUCTURAL ENGINEER4 CONCRETE FOOTING - REFER TO STRUCTURAL PLANS5 FINISH GRADE6 INSTALL 2" MIN. ORGANIC MULCH BY OTHERS. SEE PLANTING PLAN. 7 PROVIDE 90% RELATIVE DRY DENSITY COMPACTED SUB-GRADE 8 APPLY ONE (1) COAT MULASTICOAT WATERPROOFING9 WATERLINE10 EXISTING WALL TO BE STONE CLAD WITH P.I.P CAP - SEE CONSTRUCTION PLAN 11 RECONNECT AND REALIGN EXISTING 8" DRAIN LINE TO RUN PARALLEL WITH PROPOSED RETAINING WALL AND FOUNDATION WALL 12 EXISTING SIDEWALK - REFER TO TOPOGRAPGHIC SURVEY PLANS 13 EXISTING 8" DRAINLINE AND CONNECTING TO 8" SCH 40 PVC COUPLING 14 EXISTING SEAWALL / BULKHEAD15 EXISTING LOW WALL16 PROVIDE 1/2" X 1/8 316 S.S. SADDLE TO SECURE 8" PIPE AT TOP OF THE NEW WALL 17 I1 CAST-IN-PLACE FENCE FOUNDATION WALL & DRAIN LINE SCALE:3/4" = 1'-0"SECTION 3'- 5 " ( 4 1 " ) 1" 3'- 0 " M I N . VARIES REFER TO CONSTRUCTION PLAN VA R I E S R E F E R TO C O N S T R U C T I O N P L A N 2 - SECTION 56 8 9 10 7 9 3 7 8 1 2 4 5 8" TUBULAR STEEL FENCE - SEE CONSTRUCTION PLAN1 CAST-IN-PLACE FENCE FOUNDATION WALL (560-C-3250)2 1/2" CHAMPER EDGE3 #3 BAR AT 12" O.C. BOTH WAYS4 FINISH GRADE5 INSTALL 2" MIN. ORGANIC MULCH BY OTHERS. SEE PLANTING PLAN. 6 PROVIDE 90% RELATIVE DRY DENSITY COMPACTED SUB-GRADE 7 EXISTING WALL TO BE STONE CLAD WITH P.I.P CAP - SEE CONSTRUCTION PLAN 8 RECONNECT AND REALIGN EXISTING 8" DRAIN LINE TO RUN PARALLEL WITH PROPOSED RETAINING WALL AND FOUNDATION WALL 9 EXISTING SIDEWALK - REFER TO TOPOGRAPGHIC SURVEY PLANS 10 I2TUBULAR STEEL FENCE ON TOP OF NEW FOUNDATION WALL SCALE:3/4" = 1'-0"ELEVATION / SECTION ON CENTER SPACING BETWEEN POSTS VARIES REFER TO CONSTRUCTION PLAN ON CENTER SPACING BETWEEN POSTS VARIES REFER TO CONSTRUCTION PLAN 3' - 5 " ( 4 1 " ) 1" 4" O.C. MAX. SPACING BETWEEN PICKET CL CL CL 2" 1 2 3 3' - 5 " ( 4 1 " ) 1" 3 1 3 321 1 4 1 5 45 5 910 11 8 NOTES: ·ALL REBAR TO BE EPOXY COATED ·ALL MATERIAL TO BE PRE-GALVANIZED. ·PAINT W/ (1) COAT EPOXY PRIMER & (1) COAT EXTERIOR POLYURETHANE PAINT. POWDERCOAT COLOR: SHERWIN WILLIAMS POWDURA EPOXY EBONY EBS2-C0002 ·CONTINUOUS WELD ALL PICKETS AND COLD GALVANIZED APPLIED TO WELDS. ·CONNECT PANELS TO POST WITH SLIDER BRACKETS (NO WELDING) ·ALL TUBULAR STEEL SHALL BE 1/4" STRUCTURAL TUBING. ·CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION. ·ALL WELDS AND OTHER CONNECTIONS EXPOSED IN THE FINISHED WORK SHALL BE GROUND AND DRESSED SMOOTH SO THAT THE SHAPE AND PROFILE OF THE WELDED ITEM IS PRESERVED. ·INSTALL PER LOCAL CODES. ·CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS TO BE SUBMITTED TO THE CITY PRIOR TO INSTALLATION. ·CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL PRIOR TO INSTALLATION. 12 SE E S T R U C T U R A L P L A N S PE R ST R U C T . PER STRUCTURAL 7 7 6 9 2 1" X 1-3/4" TUBULAR STEEL TOP AND BOTTOM RAIL1 1/4" X 1" SOLID STOCK (ASTM B221) PICKETS CENTERED ON TOP AND BOTTOM RAILS AT 4" O.C. (MAX SPACING BETWEEN POSTS) 2 1-3/4" TUBULAR STEEL SQUARE POSTS3 4-1/2" X 4-1/2" X 1/4" THICK STEEL PLATE WITH (4) 3/8"X6" ZINC PLATED ANCHOR BOLTS.TACK WELD NUTS IN PLACE 4 CAST-IN-PLACE FENCE FOUNDATION WALL - REFER TO STRUCTURAL PLANS 5 1/2" CHAMFERED EDGE6 REINFORCEMENT PER STRUCTURAL ENGINEER7 CONCRETE FOOTING - REFER TO STRUCTURAL PLANS FOR LOCATION / CONDITION AND SEE DETAIL I2 / SHEET 07 AT CERTAIN LOCATION. 8 FINISH GRADE9 INSTALL 2" MIN. ORGANIC MULCH BY LANDSCAPE CONTRACTOR. SEE PLANTING PLAN. 10 PROVIDE 90% RELATIVE DRY DENSITY COMPACTED SUB-GRADE11 APPLY ONE (1) COAT MULASTICOAT WATERPROOFING MEMBRANE12 J 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET 07 CONSTRUCTION DETAILS 0 0 0 0 0 0 0 0 0 0 0 0 --- ---_II -----, II -~ " ' I ' ~-__'_ __________,~======~~~~~~5=-~~---,,~-m-~-1------>< f=:~~=c==~~~~O~=-=~~·==~~F~~=~.b::::k=;=::;~~-~~ll i':_~fil~l_l_l~~~-~-'.ffi~l_lj~ill J J l • l • Q,------- ' • ' '-- ' ' I l · . [ I A . . A . • • . • • • A A . . • . " . • ' . • • • . • A • • . . A . • . • --0 Q,--------- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG .. • ' i I °' • A •• . . • . t; .• ' . • • • . • A • • . • • • • . 0- .. " . . • •· • '· • A . . •. •• • • . _ __ •···•• Ir' I Inf 11-,,, I rl ,, , I 11,,, I 11, ~~ 11,, ,Tlrl , , -··---, -·,.• :• -111-1 . . ' •. . 1---• · -.. : m -11 • -----_ _ _ _ --=l 11 111~ --0~ . A • • . . • • A . . • • . ·, A .• • . • • • A • . J . . j ' • . A • • . BGB IDESIGN GROUP Landscape Architecture Planning Urban Design ,. i • I • . . • A . . • • A . . . . ~ . . 0 0 0 0 0 0 0 0 0 0 0 0 NO. DA TE DESCRIPTION OF REVISIONS ----✓ ' ' ' ' ' ' ' 7 / ./ '1 __ ______,[. ·: """.;~~l'.'fi /i\;;111 1·;;1·11i1·;~/j//~ )----I--'' • . •• A ~I I l I 1_1_111111 111 111 t./:::~ ·~ . •. 11 I~ ,-1 I l:Ll I i' 11-111 111 -1 I I I-// / • •. ------'I. e:i _· ~ _'.:5~1~:11 I I:: :1 I I:: :1 ~'.~tjJ;~ffi~ ~-111-1 I 1-. • . 111=-I l=I I 1=111-1 / .• //.··•······/·/ ~ 11= l~jjj),;I ·: • ..• ITT1k1TT~11111 i' 11 \ll~f-1;1f ~111=11 1 :1 I ll 111= . · · . . -111=-• 4:) • • • -. • • 11 111 11 it .• · '... : : : ·• · J~t -1 I 1-1 </ ·-~ ~ -1 - ,1111 I 11 11 111111 I 11111 111111 I 1~J1 I 'I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q,---------- Qi----------- 0 0 0 0 0 0 0 0 0 0 E C. i::; N I .... ~ ~ i5 I ., u 0 Cl C: :8 u .E ., C: 8 ~ .c APPROVED APPROVAL RECOMMENDED: o5 i---------------_j.?-1 -5 ill ID DESIGNED: DRAWN: AG BGB CHECKED: DA lE: AG 02 14 2023 SHEET OF OM I T OM I T ST O N E C L A D W A L L C H E E K W I T H C A S T - I N - P L A C E C O N C R E T E C A P SC A L E : 1" = 1 ' - 0 " SE C T I O N / E L E V A T I O N 1'-0"7"3'-0" 2' - 0 " NO T E S : · AL L R E B A R S T O B E E P O X Y C O A T E D . · RE F E R T O P R E C I S E G R A D I N G P L A N F O R R E T A I N I N G W A L L H E I G H T · FI N A L F O O T I N G D E S I G N , R E B A R S C H E D U L E , C O N C R E T E P S I S T R E N G T H , E T C . T O B E PR O V I D E D B Y P R O J E C T S T R U C T U R A L E N G I N E E R . · AL L C M U C E L L S A N D V O I D S T O B E G R O U T F I L L E D . · IN S T A L L P E R L O C A L C O D E S . · CO N T R A C T O R I S R E S P O N S I B L E F O R A L L P E R M I T S T O B E S U B M I T T E D T O T H E C I T Y PR I O R T O I N S T A L L A T I O N . A- A S E C T I O N EL E V A T I O N / S E C T I O N AA 1 1 / 2 " OV E R H A N G 1 1 / 2 " OV E R H A N G 3'-0"7"1'-0" 11 ' - 1 0 " 1 1 / 2 " OV E R H A N G T Y P . 1 1 2 13 1615 15 11 10 16 11 4 4 969 14 5 5 12 18 1869 8 8 8 15 19 18 317695 7 7 7 15 19 20 (5 . 2 9 F S ) 8. 2 9 T W 9. 0 0 F S 9. 8 3 T W VA R I E S SE E C O N S T R U C T I O N P L A N VA R I E S SE E C O N S T R U C T I O N P L A N 8 X 8 X 1 6 C M U P R E C I S I O N B L O C K 1 8 X 8 X 1 6 C M U O P E N E N D P R E C I S I O N B L O C K 2 8 X 8 X 8 C M U P R E C I S I O N B L O C K 3 CA S T - I N - P L A C E C O N C R E T E C A P - S E E C O N S T R U C T I O N P L A N 4 ST O N E C L A D - S E E C O N S T R U C T I O N P L A N 5 #4 D R O P - I N V E R T I C A L R E B A R A T 1 6 " O . C . A L T E R N A T I N G B E N D I N FO O T I N G 6 #4 L A P V E R T I C A L R E B A R A T 1 6 " O . C . 7 #4 R E B A R B O T H W A Y S C O N T I N U O U S A T C O N C R E T E F O O T I N G 8 #4 H O R I Z O N T A L R E B A R C O N T I N U O U S A T 1 6 " O . C . 9 AP P L Y O N E ( 1 ) C O A T M U L A S T I C O A T W A T E R P R O O F I N G 10 CO N C R E T E F O O T I N G - R E F E R T O S T R U C T U R A L E N G I N E E R DE T A I L 11 IN S T A L L 2 " M I N . O R G A N I C M U L C H B Y O T H E R S . S E E P L A N T I N G PL A N . 12 AD J A C E N T C O N C R E T E P A V I N G - S E E C O N S T R U C T I O N P L A N 13 FI N I S H G R A D E - R E F E R T O P R E C I S E G R A D I N G P L A N 14 PR O V I D E 9 0 % R E L A T I V E D R Y D E N S I T Y C O M P A C T E D S U B - G R A D E 15 EX I S T I N G C O N C R E T E S I D E W A L K 16 EX I S T I N G W A L L T O B E S T O N E C L A D A N D P . I . P . C O N C R E T E C A P - SE E C O N S T R U C T I O N P L A N 17 AD J A C E N T C O N C R E T E S T E P A N D H A N D R A I L - S E E CO N S T R U C T I O N P L A N 18 SK A T E B O A R D D E T E R R E N T S O R S K A T E S T O P P E R S - S E E CO N S T R U C T I O N P L A N NO T E : P L A C E 1 8 " F R O M E N D & 4 8 " O . C . 19 EX I S T N G B L O C K W A L L 20 L CO N C R E T E S T E P S W I T H H A N D R A I L SC A L E : 1" = 1 ' - 0 " SE C T I O N / E L E V A T I O N NO T E S : · AL L R E B A R T O B E E P O X Y C O A T E D · RI S E R T O B E A M I N I M U M O F 4 " A N D M A X I M U M O F 7 " · TR E A D T O B E A M I N I M U M O F 1 1 " · IN S T A L L P E R L O C A L C O D E S . · TH E C O N T R A C T O R I S R E S P O N S I B L E F O R A L L P E R M I T S T O B E S U B M I T T E D T O T H E CI T Y P R I O R T O I N S T A L L A T I O N . HA N D R A I L N O T E S : · PO S T , H A N D R A I L A N D S U P P O R T C O N N E C T I O N T O B E A N O D I Z E A L U M I N U M · CO L O R : D A R K B R O N Z E O R A P P R O V E D E Q U A L · MI N I M U M W A L L T H I C K N E S S - R A I L S : S C H E D U L E 4 0 / P O S T S : S C H E D U L E 8 0 · CO N T R A C T O R S H A L L S E C U R E A L L F I E L D M E A S U R E M E N T S R E Q U I R E D F O R P R O P E R AN D A D E Q U A T E F A B R I C A T I O N A N D I N S T A L L A T I O N . · AL L W E L D S A N D O T H E R C O N N E C T I O N S E X P O S E D I N T H E F I N I S H E D W O R K S H A L L B E GR O U N D A N D D R E S S E D S M O O T H S O T H A T T H E S H A P E A N D P R O F I L E O F T H E WE L D E D I T E M I S P R E S E R V E D . · HA N D R A I L S H A L L B E A B L E T O S U P P O R T 2 5 0 L B S . M I N . I N A N Y D I R E C T I O N . · HA N D R A I L S H A L L B E I N S T A L L E D O N B O T H S I D E S O F S T A I R W A Y . · CO N T R A C T O R T O V E R I F Y A N D I N S T A L L H A N D R A I L S P E R T I T L E 2 4 R E Q U I R E M E N T S 9. 0 0 F S (5 . 2 9 F S ) 8. 2 9 T W SI D E S E C T I O N 5. 2 9 F S 9. 8 3 T W 1% M I N . 1% M I N . 1' - 0 " 1' - 0 " P E R AD A C O D E 1'-0" 34" TO 38" PER ADA CODE 1'-1" 1'-6" 1' - 0 " 8" MIN . 3" MIN . 1' - 0 " 8" 1'-6" 4" 2" 6" 2'- 0 " PE R A D A C O D E 4" FR O N T S E C T I O N 1'-0" 6" 34" TO 38" PER ADA CODE 1'-0" 1'-6"EQ. TYP EQ. 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E A C H W A Y C O N T I N U O U S 4 ST A N D A R D 6 " R I S E R / 1 2 " R U N 5 1- 1 / 2 " R O U N D S T A N D A R D W E L D E D G A L V A N I Z E D S ST E E L H A N D R A I L 6 2" R O U N D S T A N D A R D W E L D E D G A L V A N I Z E D S T E E L PO S T 7 WE L D O N 1 / 8 " T H I C K X 3 " S Q U A R E P L A T E T O T H E BO T T O M O F P O S T 8 CO N C R E T E F O O T I N G F O R H A N D R A I L 9 AD J A C E N T C O N C R E T E P A V I N G - S E E C O N S T R U C T I O N PL A N 10 SE A L E D I S O L A T I O N J O I N T - S E E C O N S T R U C T I O N PL A N 11 PR O V I D E 9 0 % R E L A T I V E D R Y D E N S I T Y C O M P A C T E D SU B - G R A D E 12 EX I S T I N G C O N C R E T E S I D E W A L K 13 ST O N E C L A D R E T A I N I N G W A L L W I T H P . I . P . C O N C R E T E CA P - S E E C O N S T R I C T I O N P L A N 14 EX I S T I N G W A L L T O B E S T O N E C L A D A N D P . I . P . CO N C R E T E C A P - S E E C O N S T R U C T I O N P L A N 15 CO N C R E T E P A V I N G - S E E C O N S T R U C T I O N P L A N 16 KE Y E D I N T O E X I S T I N G C O N C R E T E S I D E W A L K 17 SK A T E B O A R D D E T E R R E N T S O R S K A T E S T O P P E R S - SE E C O N S T R U C T I O N P L A N NO T E : S P A C I N G A T 2 4 " O . C . 18 12 " S P E E D D O W E L A T 1 8 " O . C . 19 ST O N E C L A D W A L L W I T H P . I . P C O N C R E T E C A P BE Y O N D 20 K 1/ 2 3 / 2 0 2 4 R- 7 0 3 3 - S 15 C- 9 0 0 8 - 1 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T 38 T H S T R E E T A N D L A K E A V E N U E LA N D S C A P E I M P R O V E M E N T S 31 8 5 C 1 A i r w a y A v e n u e , C o s t a M e s a , C A 9 2 6 2 6 P: 7 1 4 - 5 4 5 - 2 8 9 8 F : 7 1 4 - 5 4 5 - 2 8 7 8 bg b - i n c . c o m 31 8 5 C 1 A i r w a y A v e n u e , C o s t a M e s a , C A 9 2 6 2 6 P: 7 1 4 - 5 4 5 - 2 8 9 8 F : 7 1 4 - 5 4 5 - 2 8 7 8 bg b - i n c . c o m 22 1 4 Si g n a t u r e Da t e A R T H U R D GUY III REGIST E R E D L A NDSCAPE ARCHITECT STATE OF CA L I F O R N IA EXP. 5/ 3 1 / 2 0 2 4 SE E A P P R O V A L S ON C O V E R S H E E T 08 CO N S T R U C T I O N D E T A I L S n ::c .., n ;,;; ,,, S' )> G") C o> "';;j ::::--·. ... ~ "' "' ~ a ~ c:, .., (/) G") z .., c:, .. )> G") C "' )> i w G") w _. 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I =11 'ii-, _: .c.".. -.... • • -· -· • · ·I':·•··'" -•• .JI ---.·, , ;,.._.... ~------i .:11 ~" : ';-• °==#91 : -• t :• .. ~~ - =I I • II· . • ! -I 1-" °. 11 ' • • . jL...:..;~11..,-~-'+M'--'-'-4++,--,:-..:,.+-;-........,..;-,=--f;';-'- 11 ·I~." :• ~IIIIB-.,,Jll=l,1 .,1~111'11111111111 11-11 ' 1 • 111 -1 I l_,,LJ I I .• ~ 111 I I" I "" "" "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / " / \ \ \ i ~=i----II -,1--J□ \ _ I I / / / .--~ / / / / / / "" "" "" "" "" "" "" "" "" "" T • . -.---:.:~- , --111 • . • • • · II II • T =1 11=~=1 I I~ I I • .. ~-, tl4 111 I I . ·· =111= 11 ·• II-',_ , "" "" / "" / "" / "" / "" / "" / "" / " / / / " / " / / / / / / / / / / / / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / "" / ""/ "" "" "" "" "" "" "" / / / / / / "" "" "" "" "" "" / / / "" "" "" / "" / / "" G:\City of Newport Beoch\3Bth St\DRAWINGS\03 Construction Docs -38th 0nly\NEW-220201-03 L5 Const Detoils.dwg 01/23/24 -2:37pm Wright TYPICAL PAVING JOINTS SCALE:1" = 1'-0"SECTION 1" COLD JOINT & SPEED DOWELS WITH SEALANT 1/ 2 " SAWCUT CONTROL JOINT 1 7 414 TROWELED CONTROL JOINT 2/ 3 1/ 3 3 16 4 7 1 TROWELED SCORE JOINT 1 7 4312 1/ 3 2/ 3 151 7 4 18 10 11 5 3 4 7 4 1 7 8 3 1" M I N . O R A S SP E C I F I E D O N CI V I L P L A N S 2 11 5 9 10 17 SAWCUT SCORE JOINT SEALED ISOLATION JOINT AT CURB & BUILDING EQ EQ 13 REBAR SCHEDULE IF / ANY SHALL BE IN ACCORDANCE WITH FINAL GEO-TECHNICAL SOILS REPORT AND CENTERED IN SLAB. 1 FINISH FLOOR OF BUILDING (AS / WHERE APPLICABLE) 2 1/8" RADIUS EDGE3 CONCRETE PAVING - SEE CONSTRUCTION PLAN FOR COLOR AND FINISH 4 POLYURETHANE TWO-PART JOINT SEALANT PER SPECIFICATIONS OR APPROVED EQUAL. SET BELOW FINISH SURFACE. DEPTH PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR / TEXTURE TO MATCH ADJACENT CONCRETE PAVING COLOR. 5 "COLD" JOINT. ALL SECTIONS OF PAVING ON EITHER SIDE OF THE JOINT SHALL BE "STITCHED" TOGETHER BY USE OF 18" LONG #4 DOWELS @ 18" O.C. 6 REFER TO PAVING DETAIL FOR SUB-BASE / SUB-GRADE PREPARATION 7 18" LONG #4 "SPEED DOWELS" (OR APPROVED EQUAL) @ 24" O.C. 8 BUILDING WALL OR STORE FRONT9 1/2" WIDE ASPHALT IMPREGNATED FIBER EXPANSION BOARD (OR APPROVED EQUAL) TO FULL DEPTH 10 PROVIDE BACKER ROD CONTINUOUS ALONG BUILDING WALLS FOUNDATIONS AND SLABS - SEE ALSO ITEM #17 11 3/16" (PLUS OR MINUS) WIDE x 1/2" DEEP TROWELED SCOREJOINT. 1/8" RADIUS ON BOTH EDGES - SEE ITEM NUMBER 16, THIS SHEET, FOR TROWELED CONTROL JOINT REQUIREMENTS. 12 STUCCO FINISH WITH SCREED OR BUILDING FINISH - SEE ARCHITECTURAL PLANS 13 3/16" WIDE (PLUS OR MINUS) x 1/2" DEEP SAWCUT SCORE JOINT. LOCATE WHERE INDICATED ON PLAN. 14 3/16" WIDE (PLUS OR MINUS) SAWCUT CONTROL JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH OF CONCRETE PAVING. LOCATE SAWCUT / TROWELED SCORE JOINTS SO AS TO FORM, AS NEAR AS POSSIBLE, 8'-0" TO 12'-0" SQUARE PAVING SECTIONS. SAWCUT JOINTS AS SOON AS POSSIBLE, BUT GENERALLY NO LATER THAN 8 TO 24 HOURS AFTER PAVING INSTALLATION AND WHILE THE CONCRETE IS STILL "PLASTIC". 15 3/16" WIDE TROWELED CONTROL JOINT. JOINT DEPTH SHALL BE 2/3 DEPTH OF CONCRETE PAVING. LOCATE SAWCUT / TROWELED SCORE JOINTS SO AS TO FORM, AS NEAR AS POSSIBLE, 8'-0" TO 12'-0" SQUARE PAVING SECTIONS. 16 1/2" WIDE SEALED ISOLATION JOINTS SHALL BE INSTALLED IN LOCATIONS WHERE PAVING ABUTS WALLS, COLUMNS, FLOOR SLABS / STOREFRONTS, CURBS AND OTHER POINTS OF RESTRAINT INCLUDING DRAINS, MANHOLES, UTILITY BOXES / COVERS, STEPS, ETC. JOINTS SHALL INCLUDE EXPANSION BOARD, BACKERROD, AND SEALANT TO MATCH CONCRETE COLOR. 17 CONCRETE CURB AND GUTTER - PER CIVIL ENGINEER'S PLANS 186 3 O 3'-8" SQ. FOOT WASH STATION SCALE:1" = 1'-0"PLAN VIEW / SECTION 1'-8" 1' - 0 " 1 3'-8" SQ. 3'- 8 " S Q . 1 3 345 6 6 2 7 5 PLAN VIEW SECTION 3' - 0 " NOTES: ·INSTALL PER LOCAL CODES. ·CONTRACTOR TO PROVIDE SHOP DRAWINGS APPROVAL BEFORE INSTALLATION. 1 3" 3 3'-8" SQ. 2% 1 1 7 5 5 4 2% 2% INSTALL CITY PROVIDED FOOTWASH1 3/4" SCH 40 PVC WATER SERVICE WITH MALE ADAPTOR RO FOOTWASH CONNECTION 2 POURED-IN-PLACE CONCRETE FOUNDATION 3 12" LONG #4 DOWEL. SLEEVE ONE END AND CENTER IN DEEPENED SLAB EDGE @ 18" O.C. 4 CONCRETE PAVING - SEE CONSTRUCTION PLAN 5 PROVIDE 90% RELATIVE DRY DENSITY COMPACTED SUB-GRADE 6 FENCE FOUNDATION - SEE CONSTRUCTION PLAN 7 P 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET 09 CONSTRUCTION DETAILS CNB FOOTWASH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Qr--------- N c, C· , . 0 0 0 0 0 0 0 0 0 0 0 0 'k---+--..'..__ •• • i ., ~ . 4 Qr-------- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 0 0 0 0 0 0 0 0 0 0 0 0 0 BGB IDESIGN GROUP Landscape Architecture Planning Urban Design NO. DA TE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: DESIGNED: DRAWN: AG BGB CHECKED: DA TE: AG 02 14 2023 E C. i::; N I .... ~ ~ i5 "' ., ,, .; ] " C, I ., u 0 C, C: :8 u .E ., C: 8 ~ .c o5 i----------------_j.?-1 ii ill ID SHEET OF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL RAIN BIRD XCZ-100-PRB-COM WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESB VALVE AND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. 0.3 GPM-20 GPM 3 E/11 PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. 5 RAIN BIRD MDCFCAP DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER. 5 F/11 AREA TO RECEIVE DRIPLINE RAIN BIRD XFS-CV-06-18 XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT FITTINGS. 979.2 S.F. I/12 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL RAIN BIRD 44-RC 1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. 2 H/12 MATCO-NORCA 754N BRASS BALL VALVE BRASS GATE SHUT OFF VALVE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. 2 D/11 BUCKNER-SUPERIOR 3100 1" NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION. AVAILABLE IN 3/4IN., 1IN., 1-1/4IN., 1-1/2IN., 2IN., 2-1/2IN. AND 3IN.. 1 B/11 EXISTING BACKFLOW PREVENTER 1" PROTECT-IN-PLACE 1 NEW IRRIGATION CONTROLLER SA6-RM6-24 / RSE / DXCA / PROMAX / GTFSVNC-150 / EMP-16 (RAIN MASTER DXI WITH LAGUNA SOFTWARE) SUPPLIER: SITE ONE SITE ONE REP: ERIK ANDERSON (949) 285 - 4048 RAIN MASTER REP: SCOTT KYLE (949) 212 - 8013 NOTE: TO BE DONE BY OTHERS 1 RAIN MASTER EVFM FLOW SENSOR SIZES 1.5” THRU 4”. FLOW RANGE: 5 GPM TO 500 GPM. SCHEDULE 80 PVC “SLIP” GLUE CONNECTIONS, RATED UP TO 100 PSI 1 C/11 WATER METER 1" VERIFY PRESSURE 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL. 104.7 L.F.G/11 IRRIGATION MAINLINE: PVC SCHEDULE 40 1 1/2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH DETAIL. 117.2 L.F. G/11 IRRIGATION MAINLINE: EXISTING MAINLINE PROTECT IN PLACE EXISTING MAINLINE 65.9 L.F. PIPE SLEEVE: EXISTING SLEEVING 47.3 L.F. G/11 C FS2 WM VALVE NUMBER VALVE FLOW## #" VALVE CALLOUT VALVE SIZE IRRIGATION LEGEND DRIPLINE FOR REFERENCE ONLY TO BE INSTALLED PER CITY FORCES PER CONTRACTOR D O W N D O W N WM FS2 C31.22 1" 112" 112" I-01 I-03 I-02 I-01 34" 1" C1 1.06 1" C2 2.2 1" 1" C 112" 3 4" 34" Generated:2024-01-08 10:32 P.O.C. NUMBER: WM Water Source Information: VERIFY PRESSURE FLOW AVAILABLE Water Meter Size:1" Flow Available 18.2 GPM PRESSURE AVAILABLE Static Pressure at POC:65 PSI Elevation Change:5.00 ft Service Line Size:1" Length of Service Line:20 ft Pressure Available:61 PSI DESIGN ANALYSIS Maximum Station Flow:2.2 GPM Flow Available at POC:18.2 GPM Residual Flow Available: 16.0 GPM Critical Station:C2 Design Pressure:30 PSI Friction Loss:0.06 PSI Fittings Loss:0.01 PSI Elevation Loss:0 PSI Loss through Valve:1.8 PSI Pressure Req. at Critical Station: 31.9 PSI Loss for Fittings:0.0 PSI Loss for Main Line:0.02 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow:11 PSI Loss for Master Valve:0.04 PSI Loss for Water Meter:0.2 PSI Critical Station Pressure at POC: 43.1 PSI Pressure Available:61 PSI Residual Pressure Available: 17.9 PSI CRITICAL ANALYSIS SYMBOL DESCRIPTION PROTECT IN PLACE EXISTING MAINLINE AND WIRE CROSSINGS PROTECT IN PLACE EXISTING IRRIGATION SYSTEM IN TURF AREA AND PLANTERS CONTROLLER WITH TRANSFORMER FOR LIGHTING I-01 I-02 I-03 REFERENCE LEGEND 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET 10 IRRIGATION PLAN 0 feet16 1/8" = 1'-0" 8 24 32 N O R T H NOTES: FOR IRRIGATION NOTES, SEE SHEET 12. FOR IRRIGATION DETAILS, SEE SHEETS 11 TO 12. LIMIT OF WORK IRRIGATION NOTE: ALL IRRIGATION APPURTENANCES SHALL BE INSTALLED BY CONTRACTOR PER THIS CONTRACT WITH EXCEPTION OF IRRIGATION CONTROLLER UPGRADE AND LANDSCAPE DRIPLINE. ~ LOT 1, BLOCK 238 MAP OF CANAL SECTION M.M. 4/98 • • • • 20' ···(. \ \ I I / I \ ~I \ ~ ---- \ ~ I 1 2 1 .., I " lw \=> I z w > i<C I 11.J I :k: {( -2...J I I I I I _C_ I \ I I I I I \ \ I 1 I / 1--_\_,_ - -_, I I I I I I \ REET \---+--\-_ □---r \\ \ I - I I i -/4 I_/~ I / ri /;:y • • • -a • • • ~r:: ': ~~ : : • • • • • • • • • t.-----o ----- ~-. I - ---■ • □ □ ---- D D D i' -.c "' j !i' -c, C: C a: 6 :;:: C "' ·t: ., u 0 Cl C: .Q -u ~ C: 8 I z li: < c:: ~ .c r------------------,-------------------------,--------------------:::::==::~-.------,--------i-----------------~,---------,------~--------------------,o.5 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BGB IDESIGN GROUP Landscape Architecture Planning Urban Design NO. DA TE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: .?-1-------------------------i iJ ill ID ~ ~ * ~· ! l---+-----l----------------------jf------r.D::::ES;;:;IG::;:NE~D:-,.D~RA~WN:::-:------i----------------,------------1 o AG BGB 1--------; ~ CHECKED: DA TE: SHEET OF _9. L_ _______________ _l_ ____________________ _j_ _______________ _:::::::::::: __ L__J_ __ _J _________________ _JL_ _ __L __ ~AGL_!0~2l!:14~20~23L ______________ _l_:_::::__ _ _::____J,:,; OMIT MANUAL FLUSH CAP CONNECT TO PVC HEADER SCALE:N.T.S.VIEW NOTE: ALLOW A MIN. OF 6-INCHES OF DRIPLINE TUBING IN BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. 1 2 3 4 5 6 7 8 9 TOP SOIL COVER1 TOP OF MULCH (SEE SPECS)2 7-INCH VALVE BOX RAIN BIRD SEB-7XB 3 RAINBIRD 'MDCFP' FLUSH CAP4 RAINBIRD 'MDCFCOUP' COUPLING5 'BLANK' LANDSCAPE DRIPLINE TUBING 6 BRICK (1 OF 2)7 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 8 RAINBIRD 'MDMPT' ADAPTER FROM PVC TO COUPLER 9 F SAND BACKFILL SCH. 40 P.V.C. OR SCH 80, SEE NOTES ABOVE, 2X LINE SIZE CONTROL WIRES USE SEPARATE P.V.C. SCH 40 SLEEVE UNDER ALL PAVING 2 ½" MIN. MAINLINE MAIN LINE CONTROL WIRES TAPED AT 10' INTERVALS BELOW MAINLINE MAIN LINE AND CONTROL WIRES IN AVERAGE SOIL CONDITIONS DIMENSION (PIPE) UP TO 2 1/2" SIZE 3" - 5 1/2" SIZE A 24" 24" MAIN LINE & CONTROL WIRES UNDER PAVING DIMENSION A B 24" 4" LATERAL PIPES DIMENSION ALL HEADS (UNLESS OTHERWISE SPEC'D) A 12" FINISH SURFACE PAVING SUBBASE FINISH GRADE FINISH GRADE LATERAL LINE- SEE SECTION 'B' FOR UNDER PAVING CONDITION. SECTION C SECTION A SECTION B NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN. HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES. COMPACT TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS AND TO 90% COMPACTION IN PAVED AREAS. 'A' IS MEASURED BELOW AGGREGATE BASE OF PAVING SECTION A SECTION B SECTION C B B B A A A PIPE SLEEVING AND TRENCHING SCALE:N.T.S.SECTION 6" SIZE or GREATER 24" SLEEVES UNDER ROADS / PAVING: 6" DIA OR LESS 36" COVER GREATER THAN 6" 48" COVER SCH 80 PVC SLEEVES UNDER PAVING(NON-ROAD) LESS THAN 3" DIA. 18" COVER 3" - 5 1/2"24" COVER 6" OR GREATER 36" COVER SCH 40 PVC WARNING TAPE - SEE NOTE BELOW 12 " GXERIGATION CONTROL ZONE KIT - LT. COMMERCIAL SCALE:N.T.S.SECTION NOTE: VALVE BOX LIDS SHALL BE BRANDED WITH ABBREVIATED INITIALS FOR EACH DEVICE 1 2 3 4 86 1 11 12 18 10 916717519 13 14 15 FINISH GRADE / TOP OF MULCH1 VALVE BOX WITH COVER: JUMBO SIZE HEAT BRAND 'RCV' AND CONTROLLER STATION # ONTO LID.2 30-INCH LINEAR LENGTH OF WIRE, COILED3 WATER PROOF CONNECTOR: USE 3M DBY-6 DIRECT BURY SPLICE KIT (SKOTCH LOK CONNECTOR W/ GEL FILLED POLYPROPYLENE TUBE) 4 FILTER FABRIC5 CHRISTY ID TAG6 REMOTE CONTROL VALVE (INCLUDED ON CONTROL ZONE KIT) SEE PLAN FOR SIZE.7 PRESSURE REGULATING QUICK CHECK BASKET FILTER (INCLUDED IN CONTROL ZONE KIT)8 PVC SCH 40 FEMALE ADAPTOR9 LATERAL PIPE (TO SYSTEM)10 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL11 PVC SCH 80 ELL12 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL13 PVC SCH 80 TEE OR ELL14 MAINLINE PIPE15 3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL16 PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN CONTROL ZONE KIT)17 PVC UNION18 BRICK (1 OF 4)19 E 4" C L R . MI N . 2" CL R NOTE: DO NOT CUT ADDITIONAL HOLES IN BOX. TO FLOW SENSOR MASTER VALVE TO FLOW SENSOR SCALE:N.T.S.SECTION 1 2 3 4 5 6 7 8 9 7 10 11 12 MASTER CONTROL VALVE1 FINISH GRADE2 JUMBO PLASTIC VALVE BOX - W/ LOCKING COVER BRANDED 'MV' ON COVER 3 '3m DBY-6' ELECTRICAL CONNECTORS4 PVC MALE ADAPTER - (2) REQ.5 PVC SCH. 80 - 45° ELL - (2) REQ.6 SCH 80 SUPPLY LINE SECTION7 1-1/2 CUBIC FT. CRUSHED ROCK8 COMMON & CONTROL WIRES BACK TO CONTROLLER IN CONDUIT (LMD ONLY) 9 24" MIN. EXPANSION LOOP10 FILTER FABRIC11 CHRISTY ID TAG (ID-MAX-P-2-RC-006)12 B 5 PIPE DIA10 PIPE DIA FLOW SENSOR TO MASTER VALVE SCALE:N.T.S.SECTION 1 2 3 456 78 9 10 11 12 1" I N T U R F A R E A S 2" I N S H R U B A R E A S 4" CL R . 2" CL R . FINISH GRADE1 1" ELECTRICAL CONDUIT & SWEEP ELLS2 PLASTIC VALVE BOX, W/ LOCKING COVER. HEAT BRAND "FS" ONTO COVER 3 FLOW SENSOR - SEE LEGEND FOR SPECIFICATIONS 4 PVC MAIN LINE TO MASTER VALVE. LENGTH PER SPECS AND PLAN. 5 PVC MALE ADAPTER (2 REQ.)6 TWO CUBIC FOOT ¾" CRUSHED ROCK7 FILTER FABRIC8 BELDEN #9883 CABLE (SENSOR LEADS TO DATA RECORDER) 9 CONDUIT BUSHING10 3M DBY-6 DIRECT BURY SPLICE KIT W/ SKOTCHLOK SPRING CONNECTORS 11 PVC MAINLINE PIPE PER SPECIFICATION12 13 PVC SCH. 80 - 45° ELL- (2) REQUIRED13 C 18 " M I N . NOTE: INSTALL VALVE BOX SO THAT TOP OF COVER IS 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND ½" IN TURF AREAS BALL OR GATE VALVE - 2 1/2" OR LESS SCALE:SECTIONN.T.S. 4" MI N . 1 2 3 4 5 67 8 9 10 1" I N T U R F A R E A 2" I N S H R U B A R E A FINISH GRADE1 PVC UNION2 RECTANGULAR PLASTIC VALVE BOX, W/ LOCKING COVER BRANDED "GV" 3 GATE VALVE OR BALL VALVE W/ ROUND HANDLE (AS SPECIFIED) 4 PVC MAIN LINE5 PVC MALE ADAPTER (2 REQUIRED) 6 ONE CUBIC FOOT 3/4" CRUSHED ROCK 7 8" DIA. CL. 160 PVC SLEEVE W/ FLARED BOTTOM CONTACTING SUPPLY LINE 8 PVC FEMALE ADAPTER9 FILTER FABRIC10 D 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET 11 IRRIGATION DETAILS \ I "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" / / / / / / / / / / / / / / / _, ,-11 I" 'ffi~ ·11==1 "" ~ / / / / / / ~ "" "" "" c::;> / / / / / / / / "" "" "" "" "" "" "" "" 0----- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG / / "" "" / / / "" "" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "" I \ 0 0 0 0 0 0 0 =111·. ·111·. --=111 I ' -111- 0 0 0 0 0 0----- BGB IDESIGN GROUP Landscape Architecture Planning Urban Design 0 0 0 0 0 0 '' 'ffi'' ,- 1-11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0----- NO. DATE DESCRIPTION OF REVISIONS ) - 0 0 0 0 0 0 0 0 11 ... . . . . . .. JI . I -. -1 I I 0 0 0----- r-------------------7 r--------------------, ' ' ' ' : ----------------r--: ' ' ' ' ' ' ' r-----------7----T---1 ~----------------~--~ I I I I ' ' ' ' ~-----------➔----+---~ ' ' ' I I I I L ________________ L __ J L-----------~----~---J r--------------------------, :------- ' ' r---------------------,----, ' ' ' L _____________________ I ____ _J ' ' ' ' ' ' ' ' , _______ _ ~---------------------~----~ ' ' ' ' ' ' ~---------------------~----~ ' ' ' ' ' ' L---------------------~----~ - ,n11 I i' I 1-, I 11=" ,=;I I I'~" I ~I(~' I l~i" .,-J, -, I 1=-11 1-1 I 1-•' 1-1 I 0----- APPROVED APPROVAL RECOMMENDED: DESIGNED: DRAWN: AG BGB CHECKED: DA TE: AG 02 14 2023 SHEET -.s= I E "-a, ,,, "" ... ~ ,,, N ....... -a i' -c, ~ L.J C I <.O "' "' ,.., ...J ,,, a I -a N a N N ;!, L.J z ,;;:: C: a .s= -a, ,,, ., u 0 C C: ,Q -u 2 -., C: 0 u ,,, ;:- (/) <.O z li: < "' ;:--(/) .s= -a, ,,, ./ .s= u C ., ID -~ 0 "-'" ., z -0 >, -OF 9-,:,; 4" M I N . 3" NOTE: TEFLON TAPE ALL CONNECTIONS QUICK COUPLER SCALE:N.T.S.SECTION 1 2 3 FINISH GRADE IN TURF AREAS1 PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QC" ONTO LID. SEE LEGEND / SPECS FOR BOX COLOR 2 QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX 3 4 FINISH GRADE IN SHRUB AREAS4 5 QUICK COUPLER VALVE SEE LEGEND FOR SPEC. 5 6 STAINLESS PUNCH LOK CLAMPS (2 REQ.) 6 7 BRASS NIPPLE (LENGTH AS REQ.)7 8 BRASS TRIPLE SWING JOINT (SIZE PER QVC) USE TWO STREET ELLS, ONE THREADED ELL FOR ASSEMBLY 8 9 MAINLINE (SEE LEGEND/SPECS.)9 10 #4 x 36" REBAR STAKE10 11 LANDSCAPE FILTER FABRIC11 12 3/4" ROCK, 1 CUBIC FT12 H TYPICAL DRIP LINE SYSTEM LAYOUT SCALE:1" = 1"PLAN VIEW / SECTION TO LATERAL TO AIR RELIEF / FLUSH VALVE TO AIR RELIEF / FLUSH VALVE / LATERAL TYPICAL DRIPLINE SECTION PIPE TRANSITION FROM SUPPLY HEADER TO DRIP TUBING & PVC LATERAL TO SUPPLY HEADER 2" MI N . 2" MI N . A F 12 13 15 1 14 16 17 11 11 2 1 10 1 2 171011 13 15 67 3 9 1 5 24 8 PRESSURE-COMPENSATING IN-LINE EMITTER TUBING: SEE LEGEND1 PVC SUPPLY HEADER2 PVC RISER FROM 12" LATERAL TO 3/4" SUPPLY HEADER3 PIPE TRANSITION POINT FROM PVC HEADER TO EMITTER TUBING4 CONCRETE CURB OR HARDSCAPE5 PVC MAINLINE - SEE PLAN6 IRRIGATION CONTROL VALVE - SEE LEGEND7 FLUSH VALVE AT LOW POINT OF SYSTEM - SEE LEGEND8 AIR RELIEVE VALVE AT HIGH POINT OF SYSTEM - SEE LEGEND9 1/2" COMP X 3/4" MPT ADAPTER10 SCH 40 PVC TEE (SXSXT)11 BARB x BARB TEE12 TOP OF MULCH (SEE SPECS)13 TIE DOWN STAKE @ 6'-0" O.C. AND AT BENDS AND ENDS.14 FINISHED GRADE15 TOP SOIL COVER16 PVC SCH 4017 (PER CONTRACTOR) I 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET 12 IRRIGATION DETAILS & NOTES IRRIGATION NOTES: 1. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE SAID TIME OF REJECTION. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 3. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ITEMS DAMAGED BY WORK. SHALL ALSO COORDINATE WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 4. DO NOT WILLFULLY INSTALL THE DRIP SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF CALIFORNIA AND LOCAL CODES. 6. ALL IRRIGATION MATERIALS SHALL CONFORM TO THE CITY OF NEWPORT BEACH IRRIGATION MATERIALS LIST. 7. ALL IRRIGATION WORK SHALL CONFORM TO THE CITY OF NEWPORT BEACH DETAIL DRAWINGS AND SPECIFICATIONS. 8. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO PAVING AND ROADWAYS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 9. CONTRACTOR SHALL USE EXISTING EQUIPMENT SUCH AS CONTROLLERS, BACKFLOW PREVENTERS, FLOW SENSORS, MASTER VALVES, REMOTE CONTROL VALVES, BALL/GATE VALVES, BOXES ETC. CONTRACTOR SHALL EXAMINE EXISTING EQUIPMENT AND DOCUMENT ANY FAULTY EQUIPMENT BY PHOTOGRAPH AND WRITTEN REPORT. IN THE EVENT EXISTING EQUIPMENT IS DETERMINED TO BE FAULTY PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. EQUIPMENT DETERMINED TO BE FAULTY AFTER CONSTRUCTION HAS STARTED AS DETERMINED BY THE ENGINEER MAY REQUIRE REPLACEMENT BY THE CONTRACTOR AS HIS/HER COST. 10. FLUSH ALL LATERAL LINES WITH VALVE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE INSTALLATION. CHECK FOR ANY AND ALL EXISTING PIPE CRACKS AND/OR DAMAGE. ALL DAMAGED PIPE SHALL BE REPLACED AT CONTRACTOR'S COST TO THE SATISFACTION OF THE ENGINEER. 11. FOR TECHNICAL ASSISTANCE WITH THE CONTROLLERS AND CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT HAROLD LINK AT CITY OF NEWPORT BEACH, (949) 718 - 3471. 12. ALL FITTINGS, NIPPLES AND COUPLINGS SHALL BE PVC SCHEDULE 80 MATERIAL. 13. ALL EXCAVATION WORK PERFORMED WITHIN ROOT PROTECTION ZONES AS DETERMINED BY THE ENGINEER SHALL BE HAND DUG. NO TRENCHING IN ROOT PROTECTION ZONES SHALL BE ALLOWED. 14. ALL SYSTEMS SHALL BE OPERATIONAL AND ADJUSTED, HAVING BEEN APPROVED BY THE ENGINEER PRIOR TO ANY PLANTING OF SHRUBS. CONTRACTOR SHALL ASK FOR A FINAL INSPECTION OF THE ENTIRE IRRIGATION SYSTEM BY THE ENGINEER TO ESTABLISH A PUNCH-LIST. PUNCH-LIST ITEMS SHALL BE COMPLETED AND ACCEPTED BY THE ENGINEER PRIOR TO PLANTING SHRUBS. 15. ALL EXISTING IRRIGATION SHALL BE PROTECTED IN PLACE AS POSSIBLE. CONTRACTOR SHALL REPLACE AND/OR REPAIR ANY DAMAGE TO THE EXISTING SYSTEMS AS DIRECTED BY THE ENGINEER. 0 0 0 0 0 0 0 0 0 0 0 0 Q,------- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG "" " " " '"' "' '<" " " " '""· -I I 1-1 I I-I I I I _1111 I lw" ,_111, I , 1111 1 J 11 1 1 1 1 1 1 11 111 1 1 1 1·~-"m' ,-11 I' 11 T 111-1 1-111- o---o---------- ------------------- ---------------------- --------- ------------- - - - - - - --,f-l➔------ o~------ BGB IDESIGN GROUP Landscape Architecture Planning Urban Design "" ",, ", "" 111 • 111 111-· 111 11 ............., 0 NO. DATE DESCRIPTION OF REVISIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROVED APPROVAL RECOMMENDED: DESIGNED: DRAWN: AG BGB CHECKED: DA TE: AG 02 14 2023 ., u 0 Cl C: :8 u .E ., C: 8 ~ .c o5 i----------------_j.?-1 -5 ill ID SHEET OF 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 37TH STREET TO 38TH STREET OF____SHEETS SEE APPROVALS ON COVER SHEET APPROVAL RECOMMENDED: DATE: DESIGNED:DRAWN: CHECKED:PREPARED BY: STRUCTICS, INC. 54105 GLENDA LANE ANZA, CA 92539 P: 760-814-2201 E: INFO@STRUCTICS.COM SEAL - ENGINEER NO.DATE DESCRIPTION OF REVISIONS APPROVED CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7033-S Structural Notes 15 I. General 1. Materials and workmanship to conform with the 2019 edition of the California Building Code (C.B.C.) and the requirements of the contract documents. 2. These general notes supplement the requirements of the project specifications. in case of conflict between the plans and specifications, contact the owner's representative. 3. Reference to codes, rules, regulations, standards, manufacturer's instructions or requirements of regulatory agencies is to the latest printed edition of each in effect at the date of submission of bid unless the document date is shown. 4. Drawings indicate general and typical details of construction. where conditions are not specifically indicated but are of similar character to details shown, use similar details of construction, subject to review by the owner's representative. 5. Details on sheets titled "Typical Details" apply to situations occurring on the project that are the same or similar to those specifically referenced. Such details are not noted at each location that they occur. 6. The Contractor is responsible for coordinating the work of all trades and for checking dimensions. Notify the owner's representative of any discrepancies and resolve before proceeding with the work. 7. Do not scale the drawings. 8. Provide measures necessary to protect the structure during construction. Such measures include, but may not be limited to, bracing and shoring for loads during construction. Retain a registered Civil Engineer who is properly qualified to design bracing, shoring, etc. Visits to the site by the owner's representative will not include observation of the above noted items. 9. Information shown on the drawings related to existing conditions represents the present knowledge, but without guarantee of accuracy. Report conditions that conflict with the contract documents to the owner's representative. Do not deviate from the contract documents without written direction from the owner's representative. 10. Refer to architectural drawings for size and location of floor, roof and wall openings not shown on the structural drawings. Coordinate the size and location of openings associated with, but not limited to, electrical, mechanical and plumbing trades. Submit final sizing and location requirements of openings to the owner's representative for review. 11. Reference datum for the elevations is finish first floor, elevation - see architectural and civil drawings. 12. The Contractor is solely responsible for providing a safe place to work and meeting the requirements of all applicable jurisdictions. Execute work to ensure the safety of persons and adjacent property against damage by falling debris and other hazards in connection with this work. (E) EXISTING (N) NEW # NUMBER & AND @ AT A. ADHESIVE ANCHOR B. ANCHOR BOLT ABV ABOVE ADD'L ADDITIONAL ADJ ADJACENT AGGR AGGREGATE AL ALUMINUM ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY for TESTING and MATERIALS A. ASPHALT CONCRETE AWG AMERICAN WIRE CUAGE BET BETWEEN BLDG BUILDING BLKG BLOCKING BM or BMS BEAM OR BEAMS B.N. BOUNDARY NAILING B.O. FTG BOTTOM OF FOOTING BOT BOTTOM BP BASE PLATE B.S. BOTH SIDES BSMT BASEMENT C CHANNEL CIP CAST IN PLACE C.J. CONSTRUCTION JOINT CL or CENTERLINE CLG CEILING CLR CLEAR C.M.U. CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CP COMPLETE PENETRATION CSK COUNTERSINK CTR CENTER d PENNY (NAIL SIZE) DBL DOUBLE DEMO DEMOLITION DET or DETS DETAIL OR DETAILS DIAG DIAGONAL DIA OR DIAMETER DIM or DIMS DIMENSION or DIMENSIONS DIST DISTANCE DK or DKG DECK or DECKING DN DOWN LLV LONG LEG VERTICAL LOC LOCATION LONGIT LONGITUDINAL Abbreviations L.P LOW POINT Ls LAP SPLICE LENGTH LSL STRAND LUMBER LT LIGHT LVL MICROLLAM, LAMINATED VENEER LUMBER LWC LIGHT WEIGHT CONCRETE MAX MAXIMUM M.B MACHINE BOLT MECH MECHANICAL M.E.P MECHANICAL, ELECTRICAL, PLUMBING MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED MTL METAL N NORTH N.F NEAR FACE N.I.C NOT IN CONTRACT NO or # NUMBER NOM NOMINAL DIAMETER N.S. NEAR SIDE N.T.S. NOT TO SCALE NWC NORMAL WEIGTH CONCRETE O.C. ON CENTER O.D. OUTSIDE DIAMETER (DIM) O.H. OPPOSITE HAND OPNG OPENING OPP OPPOSITE OWSG OPEN WEB STEEL GIRDER OWSJ OPEN WEB STEEL JOIST PC or PCS PIECE or PIECES PERP PERPENDICULAR PL PLATE PLYWD PLYWOOD PP PAIR PRCST PRE CAST PSL PARALAM, PARALLEL STRAND LUMBER PT POINT PTN PARTITION R or RAD RADIUS REBAR REINFORCING BAR REF REFERENCE REINF REINFORCED or REINFORCING REQ'D REQUIRED REV REVISE or REVISION RFG ROOFING R.O. ROUGH OPENING RSJ ROLLED STEEL JOIST S.A.D. SEE ARCH. DOCUMENTS SCHED SCHEDULE Statement of Special Inspections Project: Landscape Fence Foundation Location: 38th Street and Lake Ave., Newport Beach CA This Statement of Special Inspections is submitted in fulfillment of the requirements of CBC Sections 1704 and 1705. Included are: ·Schedule of Special Inspections and tests applicable to this project: Special Inspections per Sections 1704 and 1705 Special inspections for Seismic Resistance Special inspections for Wind Resistance ·List of the Testing Agencies and other special inspectors that will be retained to conduct the tests and inspections. Special Inspections and Testing will be performed in accordance with the approved plans and specifications, this statement and CBC sections 1704, 1705, 1707, and 1708. The Schedule of Special Inspections summarizes the Special Inspections and tests required. Special Inspectors will refer to the approved plans and specifications for detailed special inspection requirements. Any additional tests and inspections required by the approved plans and specifications will also be performed. Interim reports will be submitted to the Building Official and the Registered Design Professional in Responsible Charge in accordance with CBC Section 1704.1.2 A Final Report of Special Inspections documenting required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy (Section 1704.1.2). The Final Report will document: ·Required special inspections. ·Correction of discrepancies noted in inspections. The Owner recognizes his or her obligation to ensure that the construction complies with the approved permit documents and to implement this program of special inspections. In partial fulfillment of these obligations, the Owner will retain and directly pay for the Special Inspections as required in CBC Section 1704.1. This plan has been developed with the understanding that the Building Official will: ·Review and approve the qualifications of the Special Inspectors who will perform the inspections. ·Monitor special inspection activities on the job site to assure that the Special Inspectors are qualified and are performing their duties as called for in this Statement of Special Inspection. ·Review submitted inspection reports. ·Perform inspections as required by the local building code. Prepared by: Michael Emde, P.E. Registered Design Professional in Responsible Charge Signature Date Owner's Authorization: Building Official's Acceptance: Fence Foundation Design Loads: Equivalent Active Fluid Pressure: 35.0 psf/ft Wind Load on Fence Screen Applied to Wall: 47.1 plf III. Foundation and Site Work 1. The design of the foundation system is based upon 2019 California Building Code table 1806.2 : a.) Class of Materials:Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) b.) Vertical Foundation Pressure: 2000 psf c.) Lateral Sliding Resistance (friction) 0.25 d.) Lateral Sliding Resistance (passive pressure) 150 pcf 2. New structural footings to be founded a minumum of 24" below grade. Site wall footings to be founded a minimum of 12" into grade as provided by the overexcavation and removal of existing loose, surface soils, and recompation thereof . Concrete slabs to be placed over a vapor barrier, gravel, and compacted subgrade soils. 3. Excavations for foundations must be accepted by a Engineering Geologist prior to placing reinforcing and concrete. Notify the Engineering Geologist when excavations are ready for inspection. Engineering Geologist shall provide a memo stating that footing excavations have been reviewed. 4. All structures shall derive their support from the underlying competent terrace deposits material. This shall be accomplished with conventional shallow footings where possible and deepened pier foundations where needed. The depth of the bottom of the shallow foundations may need to increase at the direction of the Engineering Geologist based on field conditions. 5. Provide de-watering as needed. 6. Locate and protect existing utilities to remain during and / or after construction. 7. Remove abandoned footings, utilities, etc. which interfere with new construction, unless otherwise indicated. 8. Notify the owner's representative if any buried structures not indicated, such as cesspools, cisterns, foundations, etc. are found. 9. The Contractor is solely responsible for excavation procedures including lagging, shoring. underpinning and protection of existing construction. this includes the existing perimeter site retaining walls. 10. Remove loose soil and standing water from foundation excavations prior to placing concrete. 11. Place backfill behind retaining walls after concrete or masonry has attained full design strength. Brace building and pit walls below grade from lateral loads until attached floors and slabs on grade are complete and have attained full design strength. 12. All subterranean retaining walls shall be waterproofed (refer to architectural drawings) and properly drained (refer to civil drawings) in accordance with the applicable building code. II. Cast In-place Concrete 1. Concrete is reinforced and cast-in-place unless otherwise noted. where reinforcing is not specifically shown or where details are not given, provide reinforcing similar to that shown for similar conditions, subject to review by the owner's representative. 2. Roughen concrete surfaces of construction joints to ¼ inch amplitude and clean of laitance, foreign matter, and loose particles. locate construction joints as shown on the drawings. submit alternate joint locations or joints not shown to the owner's representative for review and approval prior to proceeding with the work. 3. At locations where concrete is cast against existing concrete, roughen contact surfaces to 1/4 inch amplitude and clean of laitance foreign matter, and loose particles. 4. At locations where concrete is cast against existing masonry, thoroughly roughen contact surfaces by light sandblasting or other suitable means and clean of laitance, foreign matter. and loose particles. 5. Refer to architectural and mechanical drawings for locations of additional concrete curbs and housekeeping pads not shown. 6. Concrete clear cover to reinforcing bars is as follows, unless otherwise noted: Location Clear Cover Concrete placed against earth 3 inches Formed surfaces exposed to weather or in contact with earth: #6 bars larger 2 inches #5 bars and smaller 2 inches Slabs on grade (top clearance) 1 1/2 inches Beams, girders and columns not 1 1/2 inches exposed to weather or earth Wall or slab surfaces not exposed to weather or earth: #5 & smaller 3/4 inch #6 & #7 1 inch #8,#9, #10 & #11 1 1/2 inches #14 & #18 2 1/2 inches All rebar to be 60 ksi, epoxy coated or Mateen Bar 60 (CSA Grade III) fiberglass rebar. 7. Concrete Types: Class 28-day* strength Type Location A 5000 psi (0.45 max. water cement ratio) normal weight at Retaining Wall and Footing B --- 8. The above table provides the minimum compressive strength of concrete required. Higher strength concrete mixes may be required to meet other mix design specifications (refer to project specification) or other project requirements. 9. Cement shall conform to ASTM C150 Type V. 10. Fine and coarse aggregates shall conform to ASTM C33. Lightweight aggregate shall conform to ATSM C330 11. Water shall be clean and not detrimental to concrete. 12. For each class of concrete, a concrete mix design shall be prepared based on field experience or trial mixtures in conformance to ACI 211 and ACI 301. 13. Concrete mix designs shall be reviewed by the owner's testing agency. Contractor shall submit concrete mix design for each class of concrete, including letter of conformance from owner's testing agency, to owner's representative for review. As an alternate to the letter of conformance from the owner's testing agency, the concrete mix design may be prepared by a civil engineer licensed in state of California. The mix design shall bear the stamp and signature of the civil engineer. 14 Continuously moist cure concrete slabs-on-grade for 7 days minimum. Water fog sprays, ponding, saturated absorptive covers, moisture retaining covers or curing compounds may be used. 15 Concrete fill thickness shown on the framing plans are minimum thicknesses. No allowances have been shown for additional concrete fill required to compensate for frame, deck, or formwork deflections to maintain surface tolerances specified. 16 Non-shrink grout, 7000 psi: Euclid Chemical Company's "EUCO-NS", L&M Crystex, Master Builders' "Masterrow 713", or Five Star Grout. Where high fluidity or increased placing time is required, use Euclid Chemical Company's "EUCO HI-ROW GROUT" or Master Builders' "Master Flow 928". Special Inspection Program Items (only checked items required)Continuous Periodic Hilti HIT-RE 500 V3 Epoxy Adhesive Anchorage in Concrete (per ICC ESR 3814) X Placement of Concrete with strength greater than 2500 psi (verify proper placement, design mix and sampling for test cylinders) X Field Welding Hilti Kwik KH-EZ Concrete Screw Anchor (per ICC ES-ESR 3056) Concrete Curing Simpson Strong-Tie Titen HD Concrete Screw Anchor (per ICC ES-ESR 2713) Anchor Bolts installed into concrete prior to and during placement of the concrete X Simpson Strong-Tie SET-XP Epoxy (per ICC ES-ESR 2508)X Soil materials at foundations and slabs verified to meet or exceed stipulated design values Proper excavation for new foundations and preparation of subgrades prior to concrete placement Proper materials and placement there of for compacted fills Simpson Strong-Tie Titen HD Concrete Screw Rod Hanger Anchor (per ICC ES-ESR 2713) Masonry per MSJC Table 3.1.2 (ACI 530) Michael Emde MIC HA E L W E R NER E M D EREGISTEREDPROFESSIONAL EN G I N E ER CIVI L S T ATEOF C A L I F O R NIA No. C 47257 Exp. 12-31-25 MWE MWE MWE 01/12/24 13 Fence Foundation Elevation (A-A) SCALE 1 / 48 Fence Foundation Section (B-B) SCALE 1 / 10 Detail (1a) SCALE 1 / 8 A A B B C C Fence Foundation Key Notes DescriptionPartQtyItem by others - refer to L.A. drawingsFence Post Base Plate161 by others - refer to L.A. drawingsFence Post162 by others - refer to L.A. drawingsFence Main Rail203 by others - refer to L.A. drawingsFence End Rail24 *#5 Epoxy Coated Bars as placed shown - 12" oc. max. - T&B New Fence Foundation Footing Longitudinal Bar 1 25 *#5 Epoxy Coated Bars as placed shown - 12" oc. max.- T&B New Fence Foundation Footing Longitudinal Bar 2 26 *#5 Epoxy Coated Bars as placed shown - 12" oc. max.- T&B New Fence Foundation Footing Longitudinal Bar 3 27 *#5 Epoxy Coated Bars placed as shown - 12" oc. max.- T&B New Fence Foundation Footing Longitudinal Bar 4 28 *#5 Epoxy Coated Bars placed as shown - 12" oc. max.- T&B New Fence Foundation Footing Longitudinal Bar 5 29 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. New Fence Foundation Longitudinal Bar610 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. New Fence Foundation Vertical Bar2611 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. New Fence Foundation Footing Transverse Bar 2612 *#5 Epoxy Coated Bars placed as shownNew Fence Foundation Footing Transverse Bar at Wall End 413 5000 psi Concrete FootingNew Fence Foundationl Footing114 5000 psi Concrete Stem- see L.A. drawings for extent of wall New Concrete Fence Foundation Stem115 existing concrete seawall to remainExisting Seawall116 refer to drawings for additional information8 inch PVC Drainline117 existing retaining wall to remainExisting Retaining Wall and Footing118 existing grade - refer to Civil drawings for elevationsCanal Side Grade119 New concrete wall cap - refer to L.A. drawingsExistng Retaining Wall New Concrete Cap120 New fence rail - refer to L.A. drawingsFence Seawall Rail621 4" schedule 80 perforated drain wrapped in filter fabric and encased in 10"x10" min. crushed rock. Tie drain into drainline. Place drain above height of water table. New Fence Foundation Drainline122 Refer to L.A. drawingsNew Fence Post Post Anchor6323 #5 Bars as placed shown - 12" oc. max. at notched wall section New Fence Foundation Vertical Bar at Wall Notch 124 5000 psi Concrete Extension to top of exisrting seawall Existing Concrete Wall Extension125 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Existing Wall Extension Epoxy Dowel2326 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Vertical Epoxy Dowel at Pipe Penetration227 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 New Wall to Existing Seawall Epoxy Rebar Dowels 1428 *#5 Epoxy Coated Bars with 32" min. lap with wall bars Bent Horizontal Lap Bars Top of New Wall to Existing Extended Seawall 229 *#5 Epoxy Coated Bar at top of wall extensionSeawall Top Extension Horizontal Rebar130 *#5 Epoxy Coated Bar at bottom of wall extensionSeawall Top Extension Horizontal Rebar Lower 131 *#5 Epoxy Coated Bars with 32" min. lap with wall bars New Wall to Existing Seawall Epoxy Rebar Dowel Top 132 Stainless Steel Pipe Penetration Plate by othersPipe Penetration Plate133 Pipe Penetration Rubber Sealing Boot by othersPipe Penetration Rubber Boot134 refer to manufacturer for installation - https://www.garlock.com Garlock Link Seal LS-475-S 316-12135 *#5 Epoxy Coated Bar at top of wallPipe Penetration Concrete Top Horizontal Rebar 136 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Pipe Penetration Concrete Top Horizontal Epoxy AnchoredRebar 137 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Pipe Penetration Concrete Top Horizontal Epoxy Anchored Rebar To Seawall 238 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Pipe Penetration Concrete Bottom Horizontal Epoxy Anchored Rebar To Seawall Sweep 339 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Pipe Penetration Concrete Epoxy Anchorded Rebar Tie to Seawall 340 1a 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 37TH STREET TO 38TH STREET OF____SHEETS SEE APPROVALS ON COVER SHEET APPROVAL RECOMMENDED: DATE: DESIGNED:DRAWN: CHECKED:PREPARED BY: STRUCTICS, INC. 54105 GLENDA LANE ANZA, CA 92539 P: 760-814-2201 E: INFO@STRUCTICS.COM SEAL - ENGINEER NO.DATE DESCRIPTION OF REVISIONS APPROVED CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7033-S Fence Foundation Plan and Elev. 15 Partial Fence Foundation Plan (1) 3" New Wall Cap- see L.A. 8" New C.I.P. Concrete StemTop of Existing Wall 1011 16" 3'-6" 5'-0" Elevation Reference Point varies 20 Existing Sidewalk 18 1'-6" 3'-8" 1'-0"2'-0" 1'-0" min. below lowest grade 10 9 9 14 14 17 15 20 9 14 9 14 12 20 18 16 18 20 19 19 23 231 15 14 1717 18 0'-0" 3" clr. typ. 3" clr. typ. 17 87 65 5 6 7 8 9 15 5 6 7 8 9 Note: Contractor will be responsible for providing, as required during excavation for the new retaining wall footing, shoring support for the existing concrete retaining wall and as required for de-watering of the excavation. *As an alternative to epoxy coated steel bars, use MateenBar 60 (CSA Grade III) fiberglass rebar. 3'-6" 26'-134" Retaining Wall Refer to Landscape drawing for remainder of fence and fence support wall 18 17 2 3 3 1 23 Note: Where new concrete is poured against existing concrete, roughen existing concrete surface to an amplitude of 3/4" min. and bond with Quikrete Concrete Bonding Adhesive 9902 or equal. 1'-2" 1'-5" 9" (12"n) 1'-53 4" (opening) 10" (opening)n1'-0" Rear Face of Wall Front Face of Wall Front Face of Wall 17 15 16 25 32 1 3 17 35 16 25 14 19 19 35 Michael Emde MIC HA E L W E R NER E M D EREGISTEREDPROFESSIONAL EN G I N E ER CIVI L S T ATEOF C A L I F O R NIA No. C 47257 Exp. 12-31-25 MWE MWE MWE 01/12/24 14 ' _;CC--~:=-=-=--f- /) ~~b~_;~:~:~- i:ii<;e, --·· /\ . 1 ',,_-1-----i --l /z;::;;_', / ,/--<\-• 7 ~-, ' 111--------+---------_J I·. \ f __ ------ . . \ ' J <7 j < )·' ,'---' - t !, I 1 - l i _______ --=:1====- Fence Foundation Section at End at Seawall (C-C) SCALE 1 / 8 Fence Foundation Key Notes DescriptionPartQtyItem by others - refer to L.A. drawingsFence Post Base Plate161 by others - refer to L.A. drawingsFence Post162 by others - refer to L.A. drawingsFence Main Rail203 by others - refer to L.A. drawingsFence End Rail24 *#5 Epoxy Coated Bars as placed shown - 12" oc. max. - T&B New Fence Foundation Footing Longitudinal Bar 125 *#5 Epoxy Coated Bars as placed shown - 12" oc. max.- T&B New Fence Foundation Footing Longitudinal Bar 226 *#5 Epoxy Coated Bars as placed shown - 12" oc. max.- T&B New Fence Foundation Footing Longitudinal Bar 327 *#5 Epoxy Coated Bars placed as shown - 12" oc. max.- T&B New Fence Foundation Footing Longitudinal Bar 428 *#5 Epoxy Coated Bars placed as shown - 12" oc. max.- T&B New Fence Foundation Footing Longitudinal Bar 529 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. New Fence Foundation Longitudinal Bar610 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. New Fence Foundation Vertical Bar2611 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. New Fence Foundation Footing Transverse Bar2612 *#5 Epoxy Coated Bars placed as shownNew Fence Foundation Footing Transverse Bar at Wall End 413 5000 psi Concrete FootingNew Fence Foundationl Footing114 5000 psi Concrete Stem- see L.A. drawings for extent of wall New Concrete Fence Foundation Stem115 existing concrete seawall to remainExisting Seawall116 refer to drawings for additional information8 inch PVC Drainline117 existing retaining wall to remainExisting Retaining Wall and Footing118 existing grade - refer to Civil drawings for elevationsCanal Side Grade119 New concrete wall cap - refer to L.A. drawingsExistng Retaining Wall New Concrete Cap120 New fence rail - refer to L.A. drawingsFence Seawall Rail621 4" schedule 80 perforated drain wrapped in filter fabric and encased in 10"x10" min. crushed rock. Tie drain into drainline. Place drain above height of water table. New Fence Foundation Drainline122 Refer to L.A. drawingsNew Fence Post Post Anchor6323 Fence Foundation Key Notes DescriptionPartQtyItem #5 Bars as placed shown - 12" oc. max. at notched wall sectionNew Fence Foundation Vertical Bar at Wall Notch124 5000 psi Concrete Extension to top of exisrting seawallExisting Concrete Wall Extension125 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Existing Wall Extension Epoxy Dowel2326 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Vertical Epoxy Dowel at Pipe Penetration227 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 New Wall to Existing Seawall Epoxy Rebar Dowels1428 *#5 Epoxy Coated Bars with 32" min. lap with wall barsBent Horizontal Lap Bars Top of New Wall to Existing Extended Seawall 229 *#5 Epoxy Coated Bar at top of wall extensionSeawall Top Extension Horizontal Rebar130 *#5 Epoxy Coated Bar at bottom of wall extensionSeawall Top Extension Horizontal Rebar Lower131 *#5 Epoxy Coated Bars with 32" min. lap with wall barsNew Wall to Existing Seawall Epoxy Rebar Dowel Top 132 Stainless Steel Pipe Penetration Plate by othersPipe Penetration Plate133 Pipe Penetration Rubber Sealing Boot by othersPipe Penetration Rubber Boot134 refer to manufacturer for installation - https://www.garlock.comGarlock Link Seal LS-475-S 316-12135 *#5 Epoxy Coated Bar at top of wallPipe Penetration Concrete Top Horizontal Rebar136 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Pipe Penetration Concrete Top Horizontal Epoxy AnchoredRebar 137 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Pipe Penetration Concrete Top Horizontal Epoxy Anchored Rebar To Seawall 238 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Pipe Penetration Concrete Bottom Horizontal Epoxy Anchored Rebar To Seawall Sweep 339 *#5 Epoxy Coated Bars placed as shown - 12" oc. max. with 6" embedment into existing seawall with Simpson SET Epoxy with special inspection per S1.0 Pipe Penetration Concrete Epoxy Anchorded Rebar Tie to Seawall 340 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 37TH STREET TO 38TH STREET OF____SHEETS SEE APPROVALS ON COVER SHEET APPROVAL RECOMMENDED: DATE: DESIGNED:DRAWN: CHECKED:PREPARED BY: STRUCTICS, INC. 54105 GLENDA LANE ANZA, CA 92539 P: 760-814-2201 E: INFO@STRUCTICS.COM SEAL - ENGINEER NO.DATE DESCRIPTION OF REVISIONS APPROVED CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7033-S Fence Foundation Sections 15 1'-11 4" Wall Notch at Pipe (verify) 1'-0" min. below lowest grade Top of Existing WallElevation Reference Point Existing Sidewalk 1'-114" (verify) 3'-6" 5'-0" 0'-0" varies 8" New C.I.P. Concrete Stem 3" New Wall Cap- see L.A. 3'-8" 3" clr., typ. 3" clr. typ. 20 18 2 3 1 23 16 14 17 15 6 5 7 8 9 11 18 3 2 3 1 23 10 17 16 20 15 9 8 7 6 5 14 11 21 2 21 23 1 10 17 16 20 18 17 16 14 13 12 9 8 7 6 5 11 Note: Contractor will be responsible for providing, as required during excavation for the new retaining wall footing, shoring support for the existing concrete retaining wall and as required for de-watering of the excavation. R334" *As an alternative to epoxy coated steel bars, use MateenBar 60 (CSA Grade III) fiberglass rebar. 1'-53 4"open 91 8"open 3 2 3 27 30 29 31 29 32 Note: Where new concrete is poured against existing concrete, roughen existing concrete surface to an amplitude of 3/4" min. and bond with Quikrete Concrete Bonding Adhesive 9902 or equal. 0'-0" 36 40 11 37 38 38 39 39 35 29 40 36 37 38 39 36 40 37 38 39 35 35 Michael Emde MIC HA E L W E R NER E M D EREGISTEREDPROFESSIONAL EN G I N E ER CIVI L S T ATEOF C A L I F O R NIA No. C 47257 Exp. 12-31-25 MWE MWE MWE 01/12/24 15 ----,---i"=,~--------'~~==~~-----'~ ---' J J J ---i I '" ' I I • J ,----~------L- I- (,) 'i ' ,,,\ ' ' ' ' ' ' ,, ,l I',,, I I ',,,I:;, .. ,/, \ ~'.' ' ' ' ' .. " . ' . ~'1' _ __, __ _ ., .. ,L, 7 7 I I I I I I ' " ' ' < ' ' J J J ' J // ' ' ' ' / / I I I I I I I I / / / J J // /· J ' " I Cc ' J // J ,; . / J J . J . ' I I I / / . J J J . . . J J J J /) ' . J J . J J . J J J " ' ' . / / ' ; ~)--_"::~ --":~ - D O W N D O W N DDDDDDDDDDDD CU CU AB CU AB AB AB CU CU CU CU CS CS CS CSCS CS CU CS CS CS CS CU CU CS CS CS CU CU CU CU CS CS CS CS GP GP GP GP GP GP GP GP GP GP GP GP GP GG G G G G G G G GGG GG G G G G G G GG G G G G GGG G G G GG G G G GGGGGG G G GG G G GG GGGGG GG GPGP GP CU GP GP GP GP G G GG GGGG GP GP GP G G G G G G G G G G G G GP GP GPGP GP G GP GP GP G GGG G GP GP GP GP GP GP GG GG G G G GG G GP GP GP G GGG G GGG GP G G G G GP GG EXISTING TURF PROTECT IN PLACE PP P P P P P P P P AA AA AA GG G Z Z Z Z AA Z Z Z DDDDDDD D D D NOTE: 36" CLEARANCE AROUND PANEL PER OSHA D G & D/R2 SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY DETAIL TREES CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM 36" BOX 1 D/R2 EXISTING PALM PROTECT IN PLACE EXISTING 8 PLUMERIA RUBRA RED FRANGIPANI 24" BOX SPECIMEN 5 SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QTY DETAIL SHRUBS AGAVE ATTENUATA 'RAY OF LIGHT RAY OF LIGHT FOXTAIL AGAVE 5 GAL 36" o.c. 4 C/R2 ALOE BARBADENSIS BARBADOS ALOE 5 GAL 24" o.c. 4 C/R2 CORDYLINE X 'JURRED'FESTIVAL BURGUNDY CORDYLINE 5 GAL 24" o.c. 17 C/R2 CRASSULA ARBORESCENS SSP. UNDULATIFOLIA RIPPLE SILVER DOLLAR JADE 5 GAL 24" o.c. 15 C/R2 DIANELLA REVOLUTA 'LITTLE REV'LITTLE REV FLAX LILY 1 GAL 18" o.c. 23 C/R2 ECHEVERIA ELEGANS MEXICAN SNOWBALL 6" POT 12" o.c.54 C/R2 ECHEVERIA X 'IMBRICATA'HEN AND CHICKS 6" POT 10" o.c. 61 C/R2 GRAPTOPETALUM PARAGUAYENSE GHOST PLANT 6" POT 14" o.c. 42 C/R2 GRAPTOSEDUM X 'CALIFORNIA SUNSET' CALIFORNIA SUNSET GRAPTOSEDUM 6" POT 10" o.c. 112 C/R2 PHORMIUM X 'PLATT'S BLACK'PLATT'S BLACK NEW ZEALAND FLAX 15 GAL 30" o.c. 10 C/R2 ZAMIA FURFURACEA CARDBOARD PALM 15 GAL 30" o.c. 7 C/R2 SYMBOL BOTANICAL NAME COMMON NAME SIZE DETAIL SHRUB AREAS EXISTING HEDGE PROTECT IN PLACE EXISTING C/R2 SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL GROUND COVERS SEDUM RUBROTINCTUM PORK AND BEANS 6" POT 12" o.c.E/R2 SENECIO SERPENS BLUE CHALKSTICKS 6" POT 12" o.c.E/R2 AA AB CS CU D GP G P Z PLANT LEGEND & D/R2 & D/R2 & D/R2 & D/R2 & D/R2 & D/R2 & D/R2 & D/R2 & D/R2 & D/R2 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET R1 PLANTING PLAN 0 feet16 1/8" = 1'-0" 8 24 32 N O R T H LIMIT OF WORK NOTES: FOR PLANTING NOTES, SEE SHEET R2. FOR PLANTING DETAILS, SEE SHEET R2. FOR REFERENCE ONLY _J >-w I _J _J <:( P.M.B. 243/49-50 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 6 LOT 1, BLOCK 238 MAP OF CANAL SECTION M.M. 4/98 , , I , __ _!_ I I :7 lw \=> z 1-u > i<C I 11.J :k: {( -2...J I I I I I I I I I I \ \ \ I 20' I I I 1 I / 1--_\_,_ - -_, BGB IDESIGN GROUP Landscape Architecture Planning Urban Design - □ J.lr I I 11/2~~~~'11;~+ :1 I I I +-++ + +' I I I + + +' I ----- NO. ---- DATE DESCRIPTION OF REVISIONS 0 0 0 0 0 Q;) 0 0 0 ~ 0 APPROVED APPROVAL RECOMMENDED: DESIGNED: DRAWN: AG BGB CHECKED: DA TE: AG 02 14 2023 i' ., u 0 Cl C: :8 u .E ., C: 8 ~ .c o5 i----------------_j.?-1 ii ill ID SHEET OMIT OMIT SHRUB SPACING SCALE:NTS PLAN VIEW NOTE: LOCATE PLANTS EQUALLY PER TRIANGULAR SPACING UNLESS SHOWN OTHERWISE ON PLANS 1/ 2 T H E DI S T A N C E OF O . C . SP A C I N G EDGE OF HARDSCAPE EQU A L EQU A L EQUAL C SHRUB ON LEVEL GRADE SCALE:NTS SECTION 2X ROOTBALL DIAMETER RO O T B A L L DE P T H 1 2 3 4 56 SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 1 MULCH IN PLANTING AREA - (SEE PLANTING NOTES, SHEET 05) 2 3" HIGH WATERING BERM3 FINISH GRADE - REFER TO PRECISE GRADING PLAN 4 PLANTING BACKFILL- (SEE SPECS) 5 SLOPE PLANTING HOLE TO CORNERS 6 D GROUNDCOVER PLANTING SCALE:NTS PLAN VIEW / SECTION TH E D I S T A N C E OF O . C . S P A C I N G EDGE OF HARDSCAPE 12 " M I N . EQUAL EQ U A L E Q U A L 1 2 3 4 MULCH IN PLANTING AREA (SEE PLANTING NOTES, SHEET 05) 1 FINISH GRADE - REFER TO PRECISE GRADING PLAN 2 PLANTING HOLE3 PLANTING BACKFILL - (SEE SPECS) 4 E 1/23/2024 R-7033-S 15 C-9008-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38TH STREET AND LAKE AVENUE LANDSCAPE IMPROVEMENTS 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 2214 Signature Date A R T H U R D GUY II I REGIST E R E D L A NDSCAPE A R C H I T E C T S T ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4 SEE APPROVALS ON COVER SHEET R2 PLANTING DETAILS PLANTING NOTES: GENERAL NOTES: 1. TREE SYMBOLS SHOWN ON PLAN SHALL BE CONSIDERED DIAGRAMMATIC. ALL APPLICABLE CITY SPECIFICATIONS AND STANDARDS SHALL BE ADHERED TO AND REVIEWED PRIOR TO PLANTING. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS ON-SITE UNTIL TURNOVER. 3. THE PLACEMENT OF ALL TREES, SHRUBS, GROUNDCOVERS AND VINES SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW IS SUBJECT TO REMOVAL AND RELOCATION IF DEEMED NECESSARY. ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY LANDSCAPE ARCHITECT. 4. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 5. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER PRIOR TO PLANTING. 6. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE SIMILAR SIZE AND SHALL BE OF A FORM TYPICAL OF THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE ENGINEER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S EXPENSE. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE ENGINEER SHALL BE SOLE JUDGE AS THE ACCEPTABILITY OF PLANT MATERIAL. 7. FINISH GRADES SHALL BE INSTALLED 2" BELOW HARDSCAPE, CURBS AND UTILITY BOXES. 8. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. SHOULD ANY DISCREPANCIES BETWEEN THE LEGEND AND SHEET QUANTITIES OCCUR, THE HIGHER NUMBER SHALL SUPERSEDE. 9. CONTRACTOR SHALL LAYOUT ALL PLANTS IN THEIR ORIGINAL CONTAINERS ON SITE FOR APPROVAL OF ENGINEER. PLANT PITS MAY ONLY BE DUG AFTER APPROVAL OF PLANT LOCATIONS BY THE ENGINEER. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 10. ALL SHRUBS OF ANY SPECIES SHALL ALL BE PURCHASED FROM ONE NURSERY TO AVOID DIFFERING VARIETY MIXES. 11. ALL SHRUBS AND/OR SUCCULENT PLANTS SHALL BE PLANTED NO CLOSER THAN 24" TO THE BACK OF CURBS. 12. THE ROTOTILLING AND SOIL PREPARATION SHALL NOT BE PERFORMED WITHIN 5 FEET OF TRUNKS ON NEWPORT BOULEVARD. AREAS TO BE PROTECTED SHALL BE CLEARLY MARKED IN GYPSUM FOR THE APPROVAL OF THE ENGINEER PRIOR TO ROTOTILLING OPERATIONS. ALL ROOTS ONE INCH IN DIAMETER AND LARGER SHALL BE CLEANLY CUT. 13. ALL PLANT PITS SHALL BE HAND-DUG WITHIN ROOT ZONES SPECIFIED ABOVE, AND IN ALL AREAS WHERE ROOT GROWTH IS PREVALENT PER THE ENGINEER. REFER TO SPECIFICATIONS FOR OPERATIONS NEAR EXISTING TREE ROOT ZONES. 14. ALL EXISTING TREES SHALL BE PROTECTED IN PLACE UNLESS MARKED FOR REMOVAL ON PLAN. ANY DAMAGE TO EXISTING TREES MAY REQUIRE REPLACEMENT IN SIMILAR SIZE AND TYPE AS DETERMINED BY THE ENGINEER. 15. ALL UTILITIES SHOWN ARE SCHEMATIC. CONTRACTOR SHALL CONTACT UNDERGROUND ALERT TO LOCATE ALL EXISTING UTILITY LINES. MULCH NOTE: 1. INSTALL AGUINAGA GREEN 'FOREST FLOOR' 0-2" OR APPROVED EQUAL IN ALL LANDSCAPE AREAS AND ON SLOPES. INSTALL TO A 2" THICKNESS. CONTINUOUSLY MAINTAIN AND REPLACE AS NECESSARY UNTIL ACCEPTANCE. PH: 1 (877) OC - MULCH ROOT BARRIER NOTE: 1. ALL TREES PLANTED WITHIN 5'-0" OF HARDSCAPE AREAS (I.E., WALLS, SIDEWALKS, BUILDINGS, STRUCTURES, ETC.) SHALL BE PLANTED WITH ROOT BARRIERS. BARRIER SHALL EXTEND A MINIMUM OF 5'-0" ON EACH SIDE OF TRUNK. PROVIDE 18" DEEP ROOT BARRIER ADJACENT TO PAVING. PROVIDE 24" DEEP ROOT BARRIER ADJACENT TO CURB. SEE PLANTING DETAIL SHEET FOR ROOT BARRIER DETAIL. PLANT INSTALLATION: 1. ALL PLANTS SHALL BE VERIFIED BY LANDSCAPE ARCHITECT BY ON-SITE INSPECTION OR THROUGH PHOTOGRAPHS FROM NURSERY PRIOR TO PLANTING. PLANTS MAY BE SUBJECT TO REPLACEMENT BY THE DISCRETION OF THE LANDSCAPE ARCHITECT. 2. PRIOR TO PLANTING, PLANTS SHALL BE LOCATED ABOVE GRADE ON SITE IN THEIR CONTAINERS IN THE LOCATION OF FINAL PLANTING PER THE APPROVED PLANTING PLAN. 3. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WITHIN 48 HOURS TO INSPECT THE FINAL LOCATIONS FOR ALL PLANT MATERIAL.FOR REFERENCE ONLY \ I / / / / / / / / / / / / / / / / / ~ ~ ~ ~ ~ 0 0 0 0 ~ ~ ~ ~ ~ ~ ~ Qr-------- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I\ / ~ / / ~ / ~ / ~ / ~ / ~ / \I / / / / / / / / / / / / / ~ ~ ~ / / / / / / / ~ ~ ~ ~ ~ ~ ~ BGB IDESIGN GROUP Landscape Architecture Planning Urban Design / ~ / / / ~ ~ ~ / ~ / / ~ ~ I + + + Qr--------- \ NO. DA TE DESCRIPTION OF REVISIONS 0 0 Qr------- APPROVED APPROVAL RECOMMENDED: DESIGNED: DRAWN: AG BGB CHECKED: DA TE: AG 02 14 2023 I ., u 0 Cl C: :8 u .E ., C: 8 ~ .c o5 i----------------_j.?-1 ii ill ID SHEET