HomeMy WebLinkAboutR_7037_SCITY OF
COSTA MESA
VICTORIA ST
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PROJECT
LOCATION
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VICINITY MAP
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Adams Ave.
SITE
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1-800-422-4133
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EMERGENCY TELEPHONE NUMBERS
DAY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (UTILITIES DEPT.)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
UNDERGROUND SERVICE ALERT
1 (800)--624--8153
1 (800)--611-1911
611
644-3011
962-2411
542-6222
1(800)-422-4133
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NIGHT
1 (800)-624-8153
1(800)-611-1911
611
644-3717
644-6222
1 (800)-422-4133
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RECORD DRAWINGS
These Record Drawings haw been prepared based on informotlon submitted, fn pert, by
olhei-s. While this information i1 belie\led to be relioble, City of Newport Beach is not
responslble for Its accuracy, nor for errors or omissions which may hoYe been incorporated
Into these plans as a result.
PUBLIC WORKS DEPARTMENT
WEST COAST HIGHWAY
LA N DSCAPING IMPROVEMENTS
WEST CITY LIMITS TO HIGHLAND STREET
APPROVED:
APPROVED:
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PROJECT 23L01
C-9226-1
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DAVID A WEBB, P.E., PUBLIC WORKS DIRECTOR
M. HOULIHAN, PE , DEPUTY OF PWD / CITY ENGINEER
DATE: \6 ✓ z -z6C)
DATE: IV N 1..ti J.'3
PROJECT AREA
MOBILE HOME PARK I \ MOBILE HOME PARK -1 k x r-m,..,i,_ J I . « • Ill ·' ~l 1 '\. ~ ~~ ' -17 -T --• • ·" ---• ----~
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I RESIDENTIAL RESIDENTIAL
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Signature
06/20/2023
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SITE MAP
SCALE: NTS
BGB IDESIGN GROUP
Landscape Architecture Planning Urban Design
3185 C1 Airway Avenue.Costa Mesa, CA 92626
P: 714-545-2898 bgb-inc.oom
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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 CONCRETE 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, sea,
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 CONTRACTOR 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 AND 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,
STRUCTIJRES, ETC.) SHOWN ON THE DRAWINGS ARE DIAGRAM MA TIC 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 RESPONSIBLE TO TAKE DUE
PRECAUTIONARY MEASURES TO VER IFY THE LOCATION AND DEPTH OF THE UTILITY FACILITIES, 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 SHALL PROVIDE THE TRAFFIC CONTROL PLAN PRIOR TO ANY WORK. THE PLAN SHALL MEET ALL CITY REQUIREMENTS AND FOLLOW
CITY PROTOCOLS.
12. STATE FACILITIES DAMAGED DURING AND WITHIN THE PROJECT SHALL BE RESTORED AND I OR RE-CONSTRUCTED PER CURRENT
CALTRANS STANDARDS.
PLANTING GENERAL NOTES
1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES.
2.
3.
4.
5
6.
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.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS. ANY WORK
PERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING A CLARIFICATION FROM THE ENGINEER MAY REQUIRE REMOVAL AND
RE-CONSTRUCTION OR WORK PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THE PLANS.
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING SITE
ELEMENTS OR UTILITIES SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE CITY.
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 APPLICABLE CODES, AS WAS CREATED FROM
HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS.
SHEET INDEX
TITLE SHEET
2 GENERAL NOTES & LEGENDS
3 DEMOLITION PLAN
4 CONSTRUCTION PLAN
5 IRRIGATION PLAN
6 PLANTING PLAN
7 LANDSCAPE DETAILS
B LANDSCAPE DETAILS
APPROVAL RECOMMENDED: APPROVAL RE MENDED:
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DESIGNED DRAWN
AG NN
CHECKED DATE
AG 06/20/2023
23L01
TITLE SHEET
WEST COAST HIGHWAY
LANDSCAPE IMPROVEMENTS
WEST CITY LIMITS TO HIGHLAND STREET
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
R-7037-S
SHEET 1 OF 8
SYMBOL DESCRIPTION QTY DETAIL
DECOMPOSED GRANITE - 4" THICK 1,480 SF A/7
TYPE: ORGANIC LOCK
COLOR: GAIL`S GOLD
MFR: GAIL MATERIAL
10060 DAWSON CANYON ROAD
CORONA, CA 92883
PHONE: 951 - 667 - 6106
EPIC EDGE - CARMEL BROWN 4X20 376 LF A/7
PRODUCT #: 100041851
MFR: EPIC PLASTICS
104 E TURNER ROAD
LODI, CA 95240
PHONE: 209 - 333 - 6161
C-01
C-02
CONSTRUCTION LEGEND
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
HUNTER MP CORNER PROS-12-PRS40-CV
SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR
NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY.
HUNTER MP STRIP PROS-12-PRS40-CV
SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR
NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP,
RST=COPPER RIGHT STRIP, ON PRS40 BODY.
HUNTER MP1000 PROS-12-PRS40-CV
SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ
ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC
ON PRS40 BODY.
HUNTER MP2000 PROS-12-PRS40-CV
SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ
ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
HUNTER MP800SR PROS-12-PRS40-CV
SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.
ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND
GRAY (ARC 360)
RAIN BIRD BUBBLER- 5H-B 5CST-020
REFER TO DETAIL FOR NUMBER OF BUBBLER PER TREE.
CORNER
LST RSTSST
1000
2000
800 A 800 F
CST Q H F
IRRIGATION LEGEND
TREES BOTANICAL NAME COMMON NAME SIZE WUCOLS
ERYTHRINA CORALLOIDES NAKED CORAL TREE 36" BOX LOW
WASHINGTONIA X FILIBUSTA HYBRID FAN PALM 10` B.T.H LOW
SHRUBS BOTANICAL NAME COMMON NAME SIZE WUCOLS
AGAVE ATTENUATA FOXTAIL AGAVE 15 GAL LOW
ALOE ARBORESCENS TORCH ALOE 15 GAL LOW
ALOE VERA MEDICINAL ALOE 5 GAL LOW
BOUGAINVILLEA X `ROSENKA`ROSENKA BOUGAINVILLEA 5 GAL MEDIUM
ECHIUM FASTUOSUM PRIDE OF MADEIRA 5 GAL LOW
HESPERALOE PARVIFLORA RED YUCCA 5 GAL LOW
LIMONIUM PEREZII STATICE 5 GAL LOW
RHAPHIOLEPIS INDICA `CLARA`CLARA INDIAN HAWTHORN 5 GAL LOW
RHAPHIOLEPIS INDICA 'BALLERINA' BALLERINA INDIAN HAWTHORN 5 GAL LOW
GROUND COVERS BOTANICAL NAME COMMON NAME SIZE WUCOLS
CARISSA MACROCARPA `GREEN CARPET` GREEN CARPET NATAL PLUM 5 GAL LOW
NOTE: INSTALL A MINIMUM 4'-0" FROM
HARDSCAPE
SENECIO MANDRALISCAE BLUE FINGER 1 GAL LOW
AA
A
AV
BO
H
RB
PLANT LEGEND
SEE "CORAL TREE NOTE" FOR FURTHER INFORMATION
GRISWOLD DWS
BRASS, IN-LINE, ON-OFF, SOLENOID CONTROL VALVE,
NORMALLY CLOSED, AVAILABLE IN 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,
AND 2IN.. IDEAL FOR USE WITH RECLAIMED OR IN.DIRTYIN.
WATER, SELF-CLEANING, SLOW-CLOSING AND OPENING
FEATURE.
RAIN BIRD 44-RC
1IN. BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
NIBCO T-113
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL
HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE
LOCATION. SIZE RANGE - 1/4IN. - 3IN.
BUCKNER-SUPERIOR 3200 1"
NORMALLY CLOSED BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION AND NO MINIMUM FLOW FEATURE,
WHICH ENSURES RELIABLE OPENING AND CLOSING OF THE
VALVE IN EXTREME HIGH OR LOW FLOW SCENARIOS.
AVAILABLE IN 3/4IN.,1IN.1-1/2IN.,2IN.,2-1/2IN. AND 3IN..
FEBCO 825Y 1"
REDUCED PRESSURE BACKFLOW PREVENTER IN STRONGBOX
VIT SBBC-30SS ENCLOSURE
IRRIGATION CONTROLLER
SA6-RM6-16 / RSE / DXCA / PROMAX / GTFSVNC-100 / EMP-16
(RAIN MASTER DXI WITH LAGUNA SOFTWARE)
SUPPLIER: SITEONE GREEN TECH
SITE ONE REP: ERIK ANDERSON (949) 285 - 4048
EMAIL: EANDERSON@SITEONE.COM
RAIN MASTER REP: SCOTT KYLE (949) 212 - 8013
CREATIVE SENSOR TECHNOLOGY FSI-T10-001
1IN. PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS, CUSTOM
MOUNTING TEE AND ULTRA-LIGHTWEIGHT IMPELLER ENHANCES
LOW FLOW MEASUREMENT. 2 WIRE DIGITAL OUTPUT
COMPATIBLE W/ALL IRRIGATION CONTROLLERS. FLOW RANGE:
.86 GPM - 52 GPM.
WATER METER 1"
WATER METER # 2100088047
EXISTING 1" DOMESTIC WATER METER, VERIFY PRESSURE.
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
1,531 L.F.
IRRIGATION MAINLINE: PVC SCHEDULE 40
1"-1 1.5" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE.
C
FS
WM
4" PVC SCHEDULE 40
SYMBOL DESCRIPTION
PROTECT IN PLACE EXISTING MEDITERRANEAN FAN PALMS AND
WASHINGTONIA ROBUSTAS
LACE OUT EXISTING MYOPORUM LAETUM. REMOVE INSIDE DEADWOOD.
PI-01
PI-02
PLANTING REFERENCE NOTES
06/20/2023
R-7037-S
8
23L01
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
WEST COAST HIGHWAYPATRICK ARCINIEGA, RCE 70740
SENIOR CIVIL ENGINEER LANDSCAPE IMPROVEMENTS
3185 C1 Airway Avenue,Costa Mesa, CA 92626
P: 714-545-2898 bgb-inc.com
2214
Signature
Date
A R T H U R D GUY II
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REGIST E R E D L A NDSCAPE A
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ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4
WEST CITY LIMITS TO HIGHLAND STREET
GENERAL NOTES & LEGENDS
2
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 WEST COAST HIGHWAY. 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
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.
4. EXCAVATE PLANT PITS AND FILL WITH WATER TWICE PRIOR TO PLANTING CONTAINER
PLANTS. PALMS EXCLUDED.
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, THIS SHEET. 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.
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. SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE
UNLESS OTHERWISE SPECIFIED.
3. 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.
4. 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.
5. DO NOT WILLFULLY INSTALL THE SPRINKLER 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.
6. MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE
STATE OF CALIFORNIA AND LOCAL CODES.
7. ALL IRRIGATION MATERIALS SHALL CONFORM TO THE CITY OF
NEWPORT BEACH IRRIGATION MATERIALS LIST.
8. ALL IRRIGATION WORK SHALL CONFORM TO THE CITY OF NEWPORT
BEACH DETAIL DRAWINGS AND SPECIFICATIONS.
9. 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.
10. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE
INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS ONE INCH
ABOVE FINISH GRADE.
11. 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.
12. 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.
13. FOR TECHNICAL ASSISTANCE WITH THE CONTROLLERS AND
CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT
HAROLD LINK AT CITY OF NEWPORT BEACH, (949) 644 - 3084.
14. ALL FITTINGS, NIPPLES AND COUPLINGS SHALL BE PVC SCHEDULE
80 MATERIAL.
15. 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.
16. 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.
17. 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.
NOTE:
FOR FULL IRRIGATION LEGEND, SEE SHEET 5.
FOR FULL PLANTING LEGEND, SEE SHEET 6.
FOR LANDSCAPE DETAILS, SEE SHEETS 7 TO 8.
(PARTIAL LEGEND)
(PARTIAL LEGEND)
NOTE:
REFER TO SPECIFICATIONS FOR NOTES AND
INFORMATION ON WEED ABATEMENT,
PRESSURE TEST, AND COVERAGE TEST.
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
RECORD DRAWINGS
These Record Drawings hcve been r d b others. While this Information is :ei::'!:ie to t~efrab1lnfo~~atio1n subm itted, in part, by
responslble for Its accuracy nor for errors • e, 1 Y o Newport Beach Is not Into these plans os 0 resuli. or omlssnons which may how been incorpon:itad
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Landscape Architecture Planning Urban Design
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DATE:
DESIGNED: DRAWN:
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AG 06 20 2023
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MOBILE HOME PARK MOBILE HOME PARK RESIDENTIAL
WEST COAST HIGHWAY
X
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SYMBOL DESCRIPTION QTY
EXISTING SHRUBS AND TREES - PROTECT IN PLACE 314 SF
EXISTING WASHINGTONIA ROBUSTA - PROTECT IN PLACE
R-01
R-02
REFERENCE LEGEND
SYMBOL DESCRIPTION QTY
REMOVE EXISTING RHAPHIOLEPIS ONLY. MYOPORUM 498 SF
LAETUM AND PALMS TO REMAIN (PROTECT IN PLACE).
GRUB AND CLEAR 11,312 SF
D-01
D-02
DEMOLITION LEGEND
06/16/2023
R-7037-S
8
23L01
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
WEST COAST HIGHWAYPATRICK ARCINIEGA, RCE 70740
SENIOR CIVIL ENGINEER LANDSCAPE IMPROVEMENTS
3185 C1 Airway Avenue,Costa Mesa, CA 92626
P: 714-545-2898 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
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ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4
WEST CITY LIMITS TO HIGHLAND STREET
3
DEMOLITION PLAN
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SCALE:
feet204060
1" = 20'N O R T H
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FOR DEMOLITION NOTES, SEE SHEET 2.
CALL TOLL FREE
1-so0-422-4133
BEFORE YOU DIG
BGB IDESIGN GROUP
Landscape Arch itecture Planning U b • r an Des ign
* *
...,.....,.....,......,.....,..
NO.
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MOBILE HOME PARK MOBILE HOME PARK RESIDENTIAL
WEST COAST HIGHWAY
X
CALTRANS ROW
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C-01 C-02 C-02C-01
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SYMBOL DESCRIPTION QTY DETAIL
DECOMPOSED GRANITE - 4" THICK 1,480 SF A/7
TYPE: ORGANIC LOCK
COLOR: GAIL`S GOLD
MFR: GAIL MATERIAL
10060 DAWSON CANYON ROAD
CORONA, CA 92883
PHONE: 951 - 667 - 6106
EPIC EDGE - CARMEL BROWN 4X20 376 LF A/7
PRODUCT #: 100041851
MFR: EPIC PLASTICS
104 E TURNER ROAD
LODI, CA 95240
PHONE: 209 - 333 - 6161
C-01
C-02
CONSTRUCTION LEGEND
06/16/2023
R-7037-S
8
23L01
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
WEST COAST HIGHWAYPATRICK ARCINIEGA, RCE 70740
SENIOR CIVIL ENGINEER LANDSCAPE IMPROVEMENTS
3185 C1 Airway Avenue,Costa Mesa, CA 92626
P: 714-545-2898 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
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C
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ATE OF CA L I F O R N IAEXP. 5/3 1 /2 0 2 4
WEST CITY LIMITS TO HIGHLAND STREET
4
CONSTRUCTION PLAN
0
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feet204060
1" = 20'N O R T H
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NOTE: FOR CONSTRUCTION / LANDSCAPE
DETAILS, SEE SHEET 7.
----
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I------~.:;,~"-
CALL TOLL FREE
1-so0-422-4133
BEFORE YOU DIG
The,e Reco,-d Dcawln s h RECORD DRAWINGS
cithen;i. While thilll in~ a~ been prepar-ed based on I r•ro
1
islble for Its acc'::;::~°';0:• rneved to be rei;obl;'°~t~~• :ubmltted, In port, by n o ese plans as a resuli or errors Qf" omission~ which ewport Begch i:, not . may haw been incorpOl""ated
NO.
BGB IDESIGN GROUP
Landscape Architecture Planning U b • r an Design
* *
.,.
...,.....,.....,......,.....,..
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DESIGNED: DRAWN:
AG NN
CHECKED: DAlE:
AG 06 16 2023
Ii
SHEET
I
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I
Of
TREES BOTANICAL NAME COMMON NAME SIZE WUCOLS QTY DETAIL
ERYTHRINA CORALLOIDES NAKED CORAL TREE 36" BOX LOW 6 L/8
WASHINGTONIA X FILIBUSTA HYBRID FAN PALM 10` B.T.H LOW 7 M/8
SHRUBS BOTANICAL NAME COMMON NAME SIZE WUCOLS QTY DETAIL
AGAVE ATTENUATA FOXTAIL AGAVE 15 GAL LOW 19 N/8
ALOE ARBORESCENS TORCH ALOE 15 GAL LOW 11 N/8
ALOE VERA MEDICINAL ALOE 5 GAL LOW 16 N/8
BOUGAINVILLEA X `ROSENKA`ROSENKA BOUGAINVILLEA 5 GAL MEDIUM 72 N/8
ECHIUM FASTUOSUM PRIDE OF MADEIRA 5 GAL LOW 30 N/8
HESPERALOE PARVIFLORA RED YUCCA 5 GAL LOW 16 N/8
LIMONIUM PEREZII STATICE 5 GAL LOW 13 N/8
RHAPHIOLEPIS INDICA `CLARA`CLARA INDIAN HAWTHORN 5 GAL LOW 24 N/8
RHAPHIOLEPIS INDICA 'BALLERINA' BALLERINA INDIAN HAWTHORN 5 GAL LOW 25 N/8
GROUND COVERS BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
CARISSA MACROCARPA `GREEN CARPET` GREEN CARPET NATAL PLUM 5 GAL LOW 60" o.c. 263 P/8NOTE: INSTALL A MINIMUM 4'-0" FROMHARDSCAPE
SENECIO MANDRALISCAE BLUE FINGER 1 GAL LOW 18" o.c. 421 P/8
AA
A
AV
BO
H
RB
PLANT LEGEND
O/8
O/8
O/8
O/8
O/8
O/8
O/8
O/8
O/8
SEE "CORAL TREE NOTE" FOR FURTHER INFORMATION
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MOBILE HOME PARK MOBILE HOME PARK RESIDENTIAL
WEST COAST HIGHWAY
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BO
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BOBO
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BOBO
BO BO
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BOBO
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BOBO
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BOBO
BO
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BOBO
BO
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BOBO
BO
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BO BO
BO BO BO
BO
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BO BO
BO
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AA
AAAA
AAA
AA
AAA
AA
AA
AAAAAAAAAAAA
A
AAA
AA
AAA
AAAAAAAA
AA
RBRBRBRBRBRBRBRBRBRBRBRBRB
RB RB RB RBRBRBRBRBHH
HRBRB
H H H H H H H HH RB RB
H HHH
AV AV AV AV AV AV AV AV
PI-01 PI-01 PI-01
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AV AV AV AV AV AV AV AV
X
X
RBRBRBRBRBRBRBRBRBRBRBRBRB
RB RB RB RBRBRBRBRBHH
HRBRB
H H H H H H H H
H RB RB
H HHH
AV AV
SYMBOL DESCRIPTION
PROTECT IN PLACE EXISTING MEDITERRANEAN FAN PALMS ANDWASHINGTONIA ROBUSTAS
LACE OUT EXISTING MYOPORUM LAETUM. REMOVE INSIDE DEADWOOD.
PI-01
PI-02
PLANTING REFERENCE NOTES
09/6/2023 R-7037-S8
23L01
CITY OF NEWPORT BEACHPUBLIC WORKS DEPARTMENT
WEST COAST HIGHWAYPATRICK ARCINIEGA, RCE 70740
SENIOR CIVIL ENGINEER LANDSCAPE IMPROVEMENTS
3185 C1 Airway Avenue,Costa Mesa, CA 92626P: 714-545-2898 bgb-inc.com
2214
Signature
Date
A RTHUR D GUY III
REGIST ERED L A NDSCAPE ARC
HI
T
ECT
STATE OF CA L I F ORN IAEXP. 5/31/2024
WEST CITY LIMITS TO HIGHLAND STREET
6
PLANTING PLAN
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NOTE:FOR PLANTING NOTES, SEE SHEET 2.FOR PLANTING / LANDSCAPE DETAILS, SEE SHEET 8.
PI-01 PI-02 PI-01
PLANTER ENLARGEMENTSCALE: 1/4" = 1'-0"
SEE PLANTER ENLARGEMENTHEREIN
EXISTING ELECTRICALMANHOLE, BOLLARDS,
ELECTRICAL VENT,ELECTRIC METER
EXISTING WATER METER
CORAL TREE NOTE:3-FOOT PLANTING BUFFER AROUND ALL CORALS.
MULCH
--------
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1-
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•------------,.-
RECORD DRAWINGS
These Record Drawings hove been prepared based on Information submitted, In port, by others. Whije this Information h1 believed to be reliable, City of Newport Beoch is not responsible for Its accuracy, nor for erron or omissions which may haw been incorporated
Into these plans as o result.
V V \/, V
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1s r------------------------,------------------------------,---------------------===------.----,----,-------------------------------,,------,--------------,-------------------------------1~
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
BGB IDESIGN GROUP
Landscape Architecture Planning Urban Design
NO. DAlE DESCRIPTION OF RE\IISIONS APPROVED APPROVAL RECOMMENDED: ? >-------------------------------<-!,
Ji
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L----------------------'-----------------------------'----------------------------'---'-----L------------------------'L----'-----'-A"'GL-_;;;Og=6'--'2"'0"'ZJ'--'-----------------------'--------' '°
TREE SUPPLEMENTAL BUBBLER
SCALE:NTS VIEWC
QUICK COUPLER
SCALE:N.T.S.SECTION
4"
MI
N
.
3"
NOTE:
TEFLON TAPE ALL CONNECTIONS
1 2
3
4
5
6
7
8
9
10
11
12
13
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
FINISH GRADE IN SHRUB AREAS4
QUICK COUPLER VALVE SEE LEGEND FOR
SPEC.
5
STAINLESS PUNCH LOK CLAMPS (2 REQ.)6
BRASS NIPPLE (LENGTH AS REQ.)7
BRASS TRIPLE SWING JOINT (SIZE PER QCV
USE TWO BRASS STREET ELLS, ONE
THREADED ELL FORASSEMBLY
8
MAINLINE (SEE LEGEND/SPECS.)9
#4 x 36" REBAR STAKE10
LANDSCAPE FILTER FABRIC11
3/4" ROCK, 1 CUBIC FT12
SCH 80 TEE (SXSXT)13
E
DECOMPOSED GRANITE & EPIC EDGE HEADER
SCALE:3/4" = 1'-0"PLAN VIEW / SECTION
R=24"
M
A
X
3
4
5
1
1 4
1 26
EPIC EDGE COMPOSITE HEADER
MFR: EPIC PLASTICS (209-333-6161)
WEB: https://epicplastics.com/epic-edge/
1
FINISH GRADE @ SHRUB AREA2
USE TWO 1-1/4" #8 PLATED DECK SCREWS PER STAKE3
12" OR 18" PLASTIC STAKE CONNECTED TO EPIC EDGE WITH PLATE SCREWS SPACED OUT
EVER 4'-0".ON CENTER.
4
THERMAL EXPANSION GAP APPROXIMATELY 1/4" - 1/2"5
DECOMPOSED GRANITE. SEE CONSTRUCTION PLAN.6
A POP-UP ROTOR (TRIPLE SWING JOINT)
SCALE:N.T.S.VIEW
12"1
2
3
4
5
6
7
8
9
FINISH GRADE1
ROTOR POP - UP (LAWN & 12" HI-POP)2
P.V.C. SCH 40 ELL3
P.V.C. SCH 80 NIPPLE4
P.V.C. STREET ELL (TWO REQUIRED)5
P.V.C. LATERAL6
P.V.C. TEE TO SUPPLY LATERAL.7
HARDSCAPE8
8" DIA. CLEAN BACKFILL COLLAR.9
B REMOTE CONTROL VALVE
SCALE:N.T.S
2"
2"
CL
E
A
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1
2 3
4
5
6
7
8 910
11 12 1314
15
1617
SECTION
CONTROL VALVE1
FINISH GRADE OF TURF2
FINISH GRADE OF SHRUB AREA3
3M DBY-6 DIRECT BURY SPLICE KIT W/
SCOTCHLOK SPRING CONNECTORS
4
PVC SCH 80 ELL5
PVC SCH 80 MAIL ADAPTER (TWO
REQUIRED)
6
PVC SCH 80 NIPPLE7
CHRISTY VALVE SEQUENCE TAG8
MULCH BED9
PLASTIC RECTANGULAR VALVE BOX WITH
BOLT DOWN COVER, USE STAINLESS BOLT,
NUT AND WASHER. BOX TO BE PLACED AT
RIGHT ANGLE TO HARDSCAPE EDGE.
HEAT BRAND "RCV" AND CONTROL
STATION # ONTO LID
10
ONE CUBIC FT. CRUSHED ROCK11
P.V.C. MAINLINE12
P.V.C. SCH 80 TEE13
COMMON AND CONTROL WIRES14
24" MIN. EXPANSION LOOP15
SCH 80 UNION (SxS)16
FILTER FABRIC17
D
06/19/2023
R-7037-S
8
23L01
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
WEST COAST HIGHWAYPATRICK ARCINIEGA, RCE 70740
SENIOR CIVIL ENGINEER LANDSCAPE IMPROVEMENTS
3185 C1 Airway Avenue,Costa Mesa, CA 92626
P: 714-545-2898 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
WEST CITY LIMITS TO HIGHLAND STREET
LANDSCAPE DETAILS
7
18
"
M
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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"
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3
4
5
67
8
9
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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
F PIPE SLEEVING AND TRENCHING
SCALE:N.T.S.SECTION
MAIN LINE AND CONTROL WIRES IN
AVERAGE SOIL CONDITIONS
DIMENSION (PIPE)
UP TO 2 1/2" SIZE
3" - 5-1/2" SIZE
A
18"
24"
MAIN LINE & CONTROL
WIRES UNDER PAVING
DIMENSION A B
24" 4"
LATERAL PIPES
DIMENSION
ALL HEADS (UNLESS
OTHERWISE SPEC'D)
A
12"
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
6" SIZE or GREATER 24"
FINISH GRADE
LATERAL
LINE- SEE
SECTION 'B'
FOR UNDER
PAVING
CONDITION.
A
FINISH GRADE PAVING
SUB-BASE
SAND BACKFILL
SCH. 40 P.V.C. OR SCH
80, SEE NOTES ABOVE, 2X
LINE SIZEB
MAINLINE
B
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
CONTROL WIRES USE
SEPARATE P.V.C. SCH 40
SLEEVE UNDER ALL
PAVING 2 ½" MIN. A
A
FINISH GRADE
12
"
A
WARNING TAPE -
SEE NOTE BELOW
MAINLINE
CONTROL WIRES TAPED
AT 10' INTERVALS BELOW
MAINLINE
B
G
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
H
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
120°
180° TYP.
TYP.
2 2
5 1 1
PLAN : 15 GALLON, 24" BOX & 36" BOX TREES
===-0==--0
PLAN: 48" BOX & 60" BOX TREES PLAN: 72" BOX, 84" BOX & 96" BOX TREES
SECTION
0 TREE
~ SWING JOINT ASSEMBLY -REFER TO SPRAY HEAD
\V POP UP DETAIL
(";;\ TREE SPRAY HEADS -REFER TO TREE MATRIX FOR 0 SCHEDULE40 PVC SxSxT TEE ORSxT ELL AND
I._V QUANTITY AND TYPE PVC LATERAL PIPE
TREE BOX DISTANCE NUMBER OF RAIN BIRD
SIZE FROM TREE HEADS NOZZLE
15 GALLON 24" 2 5H-B
24" 24" 2 5H-B
36" 24" 2 5H-B
48' 30' 3 5H-B
60" 30" 3 5H-B
72" 36" 4 4-VAN
84" 42' 4 4-VAN
96'' 48' 4 4-VAN
NOTE: 60' BOX TREES ANO SMALLER SHALL BE VALVED
SEPARATELY FROM 1? BOX TREES AND LARGER
TREE MATRIX
PCS FLOW PCS
SCREEN (GPM) COLOR
030 0.3 SILVER
030 0.3 SILVER
030 0.3 SILVER
060 0.6 BLACK
060 0.6 BLACK
030 0.3 SILVER
040 0.4 ORANGE
040 0.4 ORANGE
0 EDGE OF TREE PLANTING PIT
0 ROOTBALL 0 180" SPRAY PATTERN
TOTAL FLOW
(GPM)
0.6
0.6
0.6
1.8
1.8
1.2
1.6
1.6
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0
0
0
0
0
0
0
0
0-----
RECORD DRAWINGS
Thee Record Drawings hove been prepared based on lnfDl'"motlon submitted, tn pert, by
others. WhDe this informotion is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor-for erron or omissions wtiich may hove been incorporated
Into these plans as o result.
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
-1-
-11--1-1-1-1-1-1 --111: 1-, ,-, -, ,-, -, ,-, -, ,-, -, ,-, -, ,-, -, ,-, -
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BGB ID ESIGN GROUP
Landscape Architecture Planning Urban Design
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NO. DATE DESCRIPTION OF REVISIONS
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1=111 -1 I I
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APPROVED APPROVAL RECOMMENDED:
DATE:
DESIGNED: DRAWN:
AG NN
CHECKED: DA TE:
AG 06 19 2023 SHEET OF
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GROUNDCOVER PLANTING
SCALE:NTS PLAN VIEW / SECTION
1/
2
T
H
E
DI
S
T
A
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E
OF
O
.
C
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EDGE OF HARDSCAPE
12
"
M
N
.
1
2
3
4
MULCH IN PLANTING AREA
(SEE PLANTING NOTES,
THIS SHEET) (SEE SPECS -
PROVIDE 3" IN ALL OTHER
AREAS BEYOND FLATS AND
CUTTINGS)
1
FINISH GRADE2
PLANTING HOLE3
PLANTING BACKFILL
(SEE SPECS)
4
PSHRUB ON LEVEL GRADE
SCALE:NTS SECTION
2X ROOTBALL
DIAMETER
RO
O
T
B
A
L
L
DE
P
T
H
1
2
3
6
5
4
SET TOP OF ROOTBALL
1" ABOVE FINISH GRADE
1
MULCH IN PLANTING AREA (SEE
PLANTING NOTES, THIS SHEET)
2
3" HIGH WATERING BERM3
FINISH GRADE4
PLANTING BACKFILL
(SEE SPECS)
5
SLOPE PLANTING HOLE TO
CORNERS
6
N 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
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E
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O
.
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.
SP
A
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EQU
A
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EQU
A
L
EDGE OF HARDSCAPE
SPACING NOTE:
4'-0" MINIMUM SPACING FROM EDGE
OF HARDSCAPE FOR MYOPORUM
O
NOTES:
1. ALL PALMS SHALL BE APPROVED BY LANDSCAPE ARCHITECT
PRIOR TO PLANTING
2. ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR
MAX. STABILITY
3. CERTIFICATE INDICATING PALMS WERE SHIPPED FREE FROM
DISEASE MUST BE PROVIDED FROM SUPPLIER AND SUBMITTED
TO LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE
PALM TREE PLANTING WITH SUMP
SCALE:N.T.S.SECTION / PLAN
1
12"
CLR,
12"
CLR,
BR
O
W
N
T
R
U
N
K
HE
I
G
H
T
(
B
.
T
.
H
.
)
BOTTOM OF 1ST
VIABLE PETIOLE
2
3
4
5
6
7
8 9
10
7
6
FRONDS TIED PRIOR TO DELIVERY - REMOVE TIES ON
SCHEDULE AS APPROVED BY SUPPLIER
1
2
FINISH GRADE - REFER TO PRECISE GRADING PLAN3
PALM ROOTBALL - NO MORE THAN 6" BELOW TOP OF
CROWN
4
100% WASHED PILASTER SAND W/ 10 lbs. PER CU.
YARD OF BACKFILL GRO-POWER 9-3-9 PALM
FERTILIZER
5
SCARIFY SIDES AND BOTTOM OF PLANTING6
7
8
9
COMPACTED SAND BASE UNDER ROOTBALL10
PLAN VIEW
SECTION VIEW
11
PALM TREE11
8
2" MULCH - PER SPECIFICATIONS
2
3" BERM WATER BASIN
9
PVC CAP WITH (5) 1/4" DRILLED AIR HOLES 1/2" ABOVE
SOIL LEVEL
7
4" PERFORATED CORRUGATED ABS DRAIN PIPE
WRAPPED IN FILTER CLOTH (SURROUND TREE) -
PROVIDE TEE W/ VERTICAL PIPE TO DAYLIGHT,
INCLUDING DRAIN CAP
M
06/19/2023
R-7037-S
8
23L01
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
WEST COAST HIGHWAYPATRICK ARCINIEGA, RCE 70740
SENIOR CIVIL ENGINEER LANDSCAPE IMPROVEMENTS
3185 C1 Airway Avenue,Costa Mesa, CA 92626
P: 714-545-2898 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
WEST CITY LIMITS TO HIGHLAND STREET
LANDSCAPE DETAILS
8
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
I REDUCE PRESSURE BACKFLOW PREVENTER
N.T.S.SCALE:VIEW
NOTES:
1. INSTALLATION MUST CONFORM TO
LOCAL CODES
2. CONTRACTOR MUST PROVIDE
BACKFLOW CERTIFICATION
3. LOCATE BACKFLOW IN PLANTER
WHERE POSSIBLE
4. PROVIDE HASP W/ MASTER #2526
PADLOCK
4"
3"
12
"
MI
N
.
1
2
3
4
5
6
7
8
910
11
12
13
14
15
16
17
QUICKPAD FASTENING BRACKET (2)1
BRASS ELL 902
POLAR BEAR COVER (IF SPECIFIED)3
V.I.T. STRONGBOX SBBC SERIES
ENCLOSURE PER LEGEND & SPECS
4
BACKFLOW PREVENTER PER LEGEND
& SPECS
5
BRASS NIPPLE LINE SIZE TYP. X 6"
LONG MIN.
6
PRESSURE REGULATOR PER
IRRIGATION LEGEND (IF SPECIFIED)
7
FILL INSIDE BASE WITH PEA GRAVEL8
SCH 80 PVC TO MASTER VALVE9
SCH 80 FEMALE ADAPTER10
BRASS NIPPLE11
NATIVE SOIL COMPACTED TO
ORIGINAL DENSITY
12
V.I.T. STRONGBOX QUICKPAD - 3/16"
MIN. THICKNESS ALUMINUM POWDER
COATED PREFORMED PAD - MODEL
#QP-30BF
13
SCH 80 PVC TO METER14
BALL VALVE15
V.I.T. STRONGBOX QUICKPAD
SUPPORT BASE - MODEL #QP-30BF
16
FINISH GRADE17
J K SCALE:N.T.S.
SITEONE CONTROLLER (SATELLITE ASSEMBLY SERIES)
ELEVATION / SECTION
TREE PLANTING ON SLOPE (24"-36" BOX)
SCALE:NTS SECTION
8'
-
0
"
RO
O
T
B
A
L
L
DE
P
T
H
2X ROOTBALL
DIAMETER
NOTE:
1. STAKE TREE PERPENDICULAR TO
DIRECTION OF PREVAILING WIND.
12"
1
1
1
2
3
8
7
5
4
6
10
9
6
2"
MI
N
.
TREE - SEE PLANTING PLAN1
CINCH TIE BY V.I.T. PRODUCTS (800) 729-1314.
USE CT24 FOR 5-15 GAL TREE, CT32 FOR
24"-36" BOX TREE. PROVIDE (4) TIES PER TREE
AND ALLOW 2" MIN. TRUNK CLEARANCE.
2
SET TOP OF ROOTBALL 1" ABOVE FINISH
GRADE - DO NOT MULCH ROOT CROWN
3
MULCH IN PLANTING AREA (SEE PLANTING
NOTES, THIS SHEET)
4
6" HIGH WATERING BERM5
FINISH GRADE - REFER TO PRECISE GRADING
PLAN
6
ORIGINAL GRADE7
(2) 2" DIAMETER, USE 3" DIA. WOOD IN HIGH
WIND EXPOSURE AREAS (SEE SPECS)
8
PLANTING BACKFILL (SEE SPECS)9
SLOPE PLANTING HOLE TO ALL FOUR
CORNERS WITH DRAIN PIPE
10
L
0
0
0
0
0
0
0
0
0
0
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0
0
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11111
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CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
0
0
0
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' I I I I I I
0
0
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BGB IDESIGN GROUP
Landscape Architecture Planning Urban Design
SIDE VIEW
LID
OPEN
9-112" 0
FRONT VIEW
=
3
10
0 STRONGBOX STAINLESS STEEL NEMA 3R RAINPROOF 0 I" CONDUIT AND SWEEP ELL WITH FLOW SENSOR CABLE.
ENCLOSURE IUL LISTED).
0
0
0
0
0
0
SATELLITE ASSEMBLY. ASSEMBLED IN ENCLOSURE
BY SITEONE GREEN TECH
TERMINAL STRIP FOR VAL VE WIRES.
POWER SWITCH / GFCI RECEPTACLE.
ELECTRICAL FLEX CONDUIT FOR POWER.
EMP-16, STRONGBOX QUICK-PAD. FILL WITH 3/4"
CRUSHED ROCK.
FINISHED GRADE.
® FLOW SENSOR TERMINAL BOARD
@ 3" CONDUIT AND SWEEP ELL FOR LEAD WIRES.
@ l" CONDUIT AND SWEEP ELL FOR MASTER VALVE WIRES.
@ I" CONDUIT AND SWEEP ELL FOR 110 VAC POWER LINE.
l" CONDUIT AND SWEEP ELL FOR GROUND WIRE.
la' ROUND VALVE BOX AROUND GROUND ROD. fil l
WITH 3/4" CRUSHED ROCK.
5/8" X B' GROUND ROD WITH #6 GROUND WIRE AND
CLAMP. LOCATE 8'-1 Z FROM ENCLOSURE.
#6 GROUND WIRE SECURED TO BACKBOARD
GROUNDING TERMINAL.
NOTE: SEE IRRIGATION LEGEND CALL OUT FOR INCLUDED SATELLITE COMMUNICATION COMPONENTS.
SUGGESTED COND UIT SIZES MAY NEED TO BE LARGER.
sA6 -sTRONGsox: ss-16ss (16"w x 38"H x 15_5"0) A s·iteDne·
TOP ENTRY ENCLOSURE• EMP-16 W 1--c~------------------------, ® SATELLITE ASSEMBLY (SA SERIES)
~•nTech
TELs1soo1~27-0779 FAk: 866 <f71-g813
www,gre~mech si:ean11.ccrn
0
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--=111 ... 1 1 ... 111 ... 11 .. ,1 ~-
0------0-----
+ +
+ + +
o>----------
NO. DATE DESCRIPTION OF REVISIONS
RECORD DRAWINGS
These Record Orawlng8 hove been prepored based on lnformotlon submitted, In port, by
other-a. Whne this information i11 believed to be reliable, City of Newport Beoch is not
responelble for Its occurccy, nor for errors or omissions which may hove been incorporated
Into these plans as o result.
0
0
0
0
0800
of----------
APPROVED APPROVAL RECOMMENDED:
DATE:
DESIGNED: DRAWN:
AG NN
CHECKED: DA TE:
AG 06 19 2023 SHEET
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