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A BEACH ACCESS PROJECT. PREPARED FOR THE CITY OF NEWPORT BEACH
CONTRACT NUMBER 2411
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• • Commissioned by • · , : , -, ··· ·· ,,. s , .
THE CJTY OF Nl:W,PORT BEACH ARTS cOMMIIIIIOM'•'.:r
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Designed by • .
David R. Black .
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Paul Hbbson ~lo .Patf9eelll
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REGISTERED LANDSCAPE AR
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GENERAL REQUIREMENTS OF CONJBACIOR
1.
2.
3.
••
5.
6.
7.
CONTAACTOII SHAU. MAINTAIN A COMPLETl1; AND ACCURATE RECORD OF AU. CHANGES
OF CONSTRUCTION FROM THAT SHOWN IN THESE PLANS AND SPECIFICATIONS FOR THE
l'URPOSE OF PROVIDING A BASIS FOR CONSTRUCTIONCAECOR0 DRAWINGS. NO CHANGES
SHAU. BE MADE WITHOUT PRIOR WRITTEN N'PAOV>L OF THI! ENGINEER AND THE AGENCY
HAVING JURISDICTION.
UPON COMPLETION OF THE PROJECT, CONTR.A,CTOR SHAU. OEUVER THIS RECORD OF AU.
CONSTRUCTION CHANGES TO THE ENGINEER >LONG WITH A LETTER WHICH DECI.ARES
THAT OTHER THAN THESE NOTED CHANGES "THE PIIOJl!CT WAS CONSTRUCTED IN
CONFORMANCE WITH THE APPROVED PlANS AND SPECIACATIONS;"
C&/)JON: TME ENGINEER PREPARING THESE PLANS WILi. NOT BE RESPONSIBLE FOR, OR UAl!I.E FOR, UNAUTHORIZED CHANGES TO OR uses OF THESE PLANS. AU. CHANGES TO
THESE PLANS MUST BE N'PROVED IN WRmNG BY THE PREPARER.
CONTRACTOR SHAU. PROMPTI.Y NOTIFY THE ENGINEER AND THE AGENCY HAVING
JURISDICTION BY TEU!PHONE AND IN WRITING UPON DISCOVERY OF, AND BEFORE
DISTURBING, ANY PHYSICAi. CONDmONS DIFFERING FROM THOSE REPRESENTED BY
APPROVED PLANS AND SPECIFICATIONS.
CONTRACTOR AGREES THAT, IN ACCOROANCE WITH GENERALLY ACCEPTEO
CONSTRUCTION PRACTICES. CONTRACTOR Will BE REOUIAED TO ASSUME SOLE AND
• COMPLETE RESPONSIBIUTY FOR JOB SITE CONOITIONS DURING THE COURSE OF • CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF AU. PERSONS ANO PROPERTY,
THAT THIS REOOREMENT SHAU. BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORM>L WORKING HOURS, ANO CONTIIACTOR FURTHER AGREES TO OEFENO,
INDEMNIFY ANO HOLD DESIGN PROFESSIONALS HARMLESS • FROM AU. LIABILITY ANO
CLAIMS, REAL OR >LLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONALS.
GRADING OR OTHER CONSTRUCTION WORK OFFSITE OUTSIDE OF PUBUC RIGHTS-OF-WAY
IS NOT PROPOSED AND IS NOT PERMITTED WITHOtJr PRIOR WRITTEN PERMISSION OF THE
AFFECTEQ OFFSITE PROPERTY OWNER.
CONTRACTOR AGREES TO . ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
PROTECTION OF PUBLIC AND PRIVATE PROPERTY IN THE VICINITY OF THE JOB SITE AND
FURTHER AGREES TO, AT CONTRACT0ll'S EXPENSE, REPAIR OR REPlACE TO ORIGIN>L
CONDITION AU. EXISTING IMPROVEMENTS WITHIN OR IN THE VICINITY OF THE JOB SITE
WHICH ARE NOT DESIGNATED FOR REMOVAl AND WHICH ARE DAMAGED OR REMOVED AS
A RESULT OF CONTRACTOR'S OPERATIONS.
AN EFFORT HAS BEEN MADE TO DEANE THE LOCATION OF EXISTING UNDERGROUND
FACIUTIES WITHIN THE JOB SITE. HOWEVER, AU. EXISTING UTILITY AND OTHER
UNDERGROUND STRUCTURES MAY NQT BE SHOWN ON THESE PLANS AND THEIR
LOCATION, WHERE· SHOWN, IS APPROXIMATE. IT SHALL BE • CONTRACTOR'S
RESPONSIBILITY TO DETERMINE • THE LOCATION AND DEPTH OF AU. EXISTING
UNDERGROUND FACILmES INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR
BE AFFECTED BY HIS OPERATIONS.
UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FACILITIES
NOT SHOWN OR SHOWN INACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY
THE UTILITY OWNER, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND
THE ENGINEER BY TELEPHONE AND IN WRmNG.
CONTRACTOR SHALL BE AWARE THAT ELECTRICAL CONDUITS BElWEEN STREET AND
TRAFFIC LIGHTS MAY EXIST BENEATH PAVEMENT AND/OR SIDEWALK IN AREAS WHERE SUCH LIGHTS ARE IN PLACE ANO THAT SAID CONDUITS ARE NOT SHOWN ON THESE
PLANS.
CONTRACTOR SHAU. CONTACT THE FOLLOWING UTILITY COMPANIES AT LEAST <48 HOURS
BEFORE BEGINNING EXCAVATION AND SHAU. .VERIFY THE LOCATION OF ANY KNOWN
UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY Will BE
PRESENT DURING EXCAVATION:
~CAUFORNIAGAS COMPANY
PHONE: (714) 834411111
SOUtHIAN CALIFORNIA EDISON co.
PHONE: (714183IMl2llO
~SEIIIIICE ALERT
.PHONE: 1-«I0-4ZMl33
.l'AClflC BEU.
PHONI!: (714) 811-U22
CITYOF NEWPO!ITIIEACK
DEPARTMENI' OF PIJIIUC WORK$
PHONI!: (7141-11
CITYOFl'll'M'0Rl'IIIACH
UTlUTll!S 8UPERINl'ENDANT
PHONI!: (714) -11
QTYOFIEWPOl!l'BEACH
GRADINGSNGlNIEII ...
PHONE: (714) 844 -•
CQNSTRUQ,IION NQTES
!W!EIIAI,, IIQTES:
1. AU. MATERIALS AND CONSTRUCTION SHAU. BE IN ACCORDANCE WITH THE STANDARD
.SPECfflCATIONS FOR PUBUC WORKS CONSTRUCTION. 1-EDITION ADOPTED BY THE
CITY, PUBLISHED BY BUILDING NEWS, INC., LOS ANGELES (THE "GREEN BOOK1, EXCEPT AS
MODIAED BY THE CITY OF NEWPORT BEACH AND THE NOTES THAT FOLLOW INCLUDING
THOSE LINDER SEPARAT!'HEAOINGS. ••
AU. REFERENCED SPECIFICATIONS AND DETAILS SHAU. BE lf,ICORPORATED INTO THESE
PLANS AND MADE A PART HEREOF AS IF SPELLED OUT IN THEIR ENTIRETY HEREON.
2. OTHER UNDERGROUND AND OVERHEAD CONSTRUCTION IN ADDITION TO THAT SHOWN ON
THESE PlANS IS PROPOSED FOR THIS PROJECT INCLUDING SI.OPE RECONSTRUCTION, RIP
RAP INSTAI.IJ\TION, AND LANDSCAPING
3.
••
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK AND INTERFACING
IMPROVEMENTS WITH WORK BY OTHER CONTRACTORS AT THIS JOB SITE AND WITH
IMPROVEMENTS REOORED BY PLANS BY OTHERS.
CONTRACTOR SHAU. REFER TO LANDSCAPE ARCHITECTUR>L PlANS ANO SPECIFICATIONS
FOR CONSTRUCTION DETAILS FOR LANDSCAPING.
WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM
TO 6:00 PM SATURDAYS; AND 10:00 AM TO 6:00 PM SUNDAYS AND HOLIDAYS PER SECTION
10-28 OF THE NEWPORT BEACH MLINICIPAL CODE.
AU. WORK SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS CONTAINED
IN THE SOIL ENGINEERING AND GEOLOGICAL REPORT FOR THIS PROJECT, GEOFIRM • FILE
NO. 87-708-2, DATED NOVEMBER 25, 1987.
THIS REPORT AND ANY ADDENDA SHAU. BE INCORPORATED INTO THESE PLANS AND MADE
A PART HEREOF AS IF SPELLED OUT IN THEIR ENTIRETY HEREON. IT IS CONTRACTOR'S
RESPONSIBILITY TO REVIEW THE APPLICABLE SOIL AND GEOLOGY REPORTS.
CONTRACTOR SHAU. CONTACT THE SOIL ENGINEER TO OBTAIN OR REVIEW COPIES OF
THIS REPORT AND ADDENDA.
5. All WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEALTH AND
SAFETY LAWS AND STANDARDS INCLUDING All REQUIREMENTS OF THE STATE OF
CALIFORNIA DIVISION OF INDUSTRIAL SAFETY.
CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFAC CONTROL. FOR INSTALLING AND
MAINTAINING ADEQUATE FENCING, SIGNING. LIGHTS AND BARRICADES, AND FOR
INSTALLING AND MAINTAINING ADEQUATE SHEETING, SHORING, BRACING OR EQUIVALENT
PROTECTION AS REOORED FOR AU. EXCAVATIONS, EXISTING STRUCTURES, TEMPORARY
STRUCTURES AND AU. PARTIALLY COMPLETED PORTIONS OF THE WORK.
6. AU. OTHER PLANS .. RELATING TO THE DEVELOPMENT SHOWN HEREON MUST
INCORPORATE THE IMPROVEMENTS AS REQUIRED BY THESE PLANS. WORK DONE IN
CONFLICT WITH THESE PLANS Will BE SUBJECT TO REJECTION.
7.. BEFORE BEGINNING WORK. CONTRACTOR SHALL CONFIRM WITH. AGENCIES HAVING
JURISDICTION THAT AU. PERMITS AND LICENSES HAVE BEEN OBTAINED AND AU.
REQUIRED NOTICES GIVEN.
8.
9.
10.
FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABU: EROSION CONTROL
DEVICES ON-SITE AT THE APPROPRIATE TIMES SHAU. RESULT IN FORFEITURE OF THE
CONSTRUCTION SITE CLEANUP DEPOSIT.
BEFORE BEGINNING WORK. CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS ANO
BUILDING DEPARTMENTS, THE UTILITY COMPANIES, THE LANDSCAPE ARCHITECT
(CUNNINGHAM DESIGN, INC.), THE SOIL ENGINEER (GEOARM), AND THE ENGINEER
(FLOWERS AND ASSOCIATES, INC.) ANO SHALL DETERMINE FROM EACH: 1) SCOPE OF
WORK TO BE INSPECTED AND BY WHOM, 2) SCOPE OF TESTING, AND 3) ADVANCE NOTICE
REQUIRED (MINIMUM OF 48 HOURS).
DURING THE COURSE OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR
TESTING ANO INSPECTION AS STIPULATED PURSUANT TO ABOVE DETERMINATIONS.
WORK NOT PROPERLY TESTED ANO INSPECTED Will BE SUBJECT TO REJECTION.
CONTRACTOR SHAU. NOTIFY THE CITY PUBUC WORKS AT (714) 644-3311 AND BUILQING
DEPARTMENTS AT (714) 844 3280 (GRADING) 2" HOURS IN ArNANCE OF COMMENOING
CONSTRUCTION.
AU. UNSUITABLE CONSTRUCTION MATERIALS AND RUBBISH AND DEBRIS SHAU. BE
REMOVED FROM THE JOB SITE, BE TRANSPORTED TO. A SUITABLE LOCATION, AND BE
DISPOSED OF IN A PROPER AND LEGAL MANNER.
11. CONTRACTOR SHALL SCHEDULE GRAVITY PIPELINE WORK AHEAD OF OTHER
UNDERGROUND CONDUIT CONSTRUCTION.
12. GRAVITY SEWER AND STORM DRAIN WORK SHALL BEGIN AT THE LOWEST POINT OF
DISCHARGE AND PROCEED UPSTREAM.
13. AU. WORK INVOLVING EXCAVATION, INCLUDING THAT FOR WATER, SEWER, STORM DRAIN
AND UTILITY CONDUITS AND All SERVICE CONNECTIONS AND METER BOXES (NOT
PERMITTED IN DRIVEWAYS) SHAU. BE COMPLETED AND INSPECTED ANO APPROVED BY
THE AGENCY HAVING JURISDICTION, AND THE STRUCTURAL BACKFILL INSPECTED AND
6~~T~ p:~~~:~~A~~~~~gN ~;:v~~M~~~~GATE BASE, PAVING AND
14. All EXPOSED SLOPES SHALL BE PLANTED IN ACCORDANCE WITH CHAPTER 15 OF THE
NEWPORT BEACH MUNICIPAL CODE (NBMC). AU. PLANTINGS SHALL BE DENSE AND
GROWING PRIOR TO FIN>L INSPECTION.
15. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION
PERIOD.
16. NOISE, EXCAVATION, DELIVERY ANO REMOVAL SHALL BE CONTROLLED PER SECTION 10-28
OFTHENBMC.
17. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT All TIMES.
18. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHAU. BE APPROVED BY THE CITY
TRAFAC ENGINEER ANO PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC.
19. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL. WORK COMPLETED AND A
CERTIFICATE OF CONFORMANCE RECEIVE!> BY THE CITY GRADING ENGINEER PRIOR TO
CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER.
GMDll!G NOTES:
1. AU. GRADING SHAU. BE IN CONFORMANCE WITH CHAPTER 15 OF THE NEWPORT BEACH
MUNICIPAL CODE, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THESE
PLANS AND THE RECOMMENDATIONS OF THE SOIL ENGINEER AND THE GEOLOGIST.
2. AU. GRADING SHAU. BE IN CONFORMANCE WITH THE RECOMMENDATIONS CONTAINED IN
THE SOH. REPORT REFERENCED IN THE GENERAL NOTES.
3. A PRE~RAOING MEETING SHAU. BE SCHEDULED <48 HOURS PRIOR TO START OF GRADING
WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR, LANDSCAPE ARCHITECT, SOILS
ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES.
REQUIRED .AELD INSPECTIONS Will BE OUTLINED AT THE MEETING.
4. CONTRACTOR SHAU. NOTIFY THE ENGINEER AND THE SOIL ENGINEER AT LEAST <48 HOURS
BEFORE START OF ANY GRADING WORK. SOIL ENGINEER SHALL BE NOTIAED OF THE TIME
ANO LOCATION OF PRECONSTRUCTION CONFERENCE,
5. CONTRACTOR SHAU. EMPLOY AU. LABOR, EQUIPMENT AND METHODS REOORED TO
PREVENT HIS OPERATIONS FROM PR6ouciNG DUST IN • AMOUNTS • DAMAGING TO
PROPERTY. CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE
TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM HIS OPERATIONS, DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL REUEF IS
GRANTED BY THE CITY GRADING INSPECTOR.
6. • APPROVED DRAINAGE' PROV1$10NS AND PROTl!CTIVE MEASURES MUST BE USED . TO
PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. •
7. AREAS TO BE GRADED SHAU. BE CLEARED OF AU. VEGETATION (EXCEPT TREES INDICATED
TO REMAIN), INCLUDING ROOTS AND ROOT STRUCTURES AND OTHER MATERIAL
UNSUITABLE FOR STRUCTURAL Fill. AS SPECIAEO BY THE SOIL ENGINEER.
s. A THOROUGH SEARCH SHAU. BE MADE FOR AU. ABANDONED MAN-MADE FACILITIES SUCH
AS SEPTIC TANK SYSTEMS. FUEL OR WATER STORAGE TANK$, AND PIPELINES OR • CONDUITS. ANY SUCH FACILmES ENCOUNTERED SHALL BE REMOVED IN COMPLIANCE
WITH THE APPROPRIATE CODES AND THE DEPRESSIONS PROPERLY ALlED AND
COMPACTED UNDER THE OBSERVATION OF THE SOIL ENGINEER.
DEPRESSIONS LEFT FROM TREE AND STRUCTURE REMOV>L SHALL >LSD BE PROPERLY
ALLED AND COMPACTED UNDER THE OBSERVATION OF THE SOIL ENGINEER.
9. AU. UNSUITABLE SOILS MATERIALS ANO RUBBISH AND DEBRIS RESULTING FROM GRADING
,AND DEMOUTION OPERATIONS SHALL BE REMOVED FROM THE JOB' SITE, BE
TRANSPORTED TO A SUITABLE LOCATION, AND BE DISPOSED OF IN A PROPER ANO LEGAL
MANNER.
THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING
ENGINEER.
10. AU. EXISTING ALLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE
ANY ADDmONAL FILLS ARE ADDEO.
11. AREAS TO RECEIVE All MATERIAL SHALL BE PREPARED AS SPECIFIED BY THE SOIL
ENGINEER AND THE GEOLOGIST.
12. A KEYWAY SHAU. BE PLACED AT THE TOE OF AU. All SI.OPES AND SHAU. EXTEND
THROUGH. THE LOOSE SURFACE SOILS. THE KEYWAY DESIGN SHAU. BE. AS
RECOMMENDED BY THE SOIL ENGINEER.
13. AREAS WITH EXISTING SLOPES WHICH ARE TO RECEIVE Fill MATERIAL SHALL BE KEYED
AND BENCHED AS RECOMMENDED BY THE SOIL ENGINEER.
14. PRIOR TO PLACEMEl{T OF All MATERIAL, •THE PREPARED AREA SHAU. BE INSPECTED AND
APPROVED BY A CITY INSPECTOR .. THE SOIL ENGINEER ANO THE GEOLOGIST SHALL
OBSERVE THE AREAS TO BE ALLED. ALLOW A MINIMUM 48-HOUR NOTICE.
15. THE SOIL ENGINEER SHAU. APPROVE THE SOURCE OF IMPORT FOR STRUCTURAL All
MATERIAL PRIOR TO COMMENCING IMPORT OPERATIONS.
THE LANDSCAPE ARCHITECT A1iD THE SOIL ENGINEER SHALL APPROVE THE SOURCE OF
IMPORT FOR LANDSCAPE AREA SURFACE MATERIAL ANO Fill SLOPE FACING MATERIAL
PRIOR TO COMMENCING IMPORT OPERATIONS ..
16. ALL MATERIAL SHALL BE SPREAD IN LIFTS NOT EXCEEDING fl.INCHES IN COMPACTED
THICKNESS, MOISTENED OR DRIED AS NECESSARY TO NEAR OPTIMUM MOISTURE
CONTENT, AND COMPACTED BY A METHOD APPROVED BY THE SOIL ENGINEER.
17. All MATERIAL SHALL BE COMPACTED TO THE SPECIFIED RELATIVE COMPACTION
. (MINIMUM OF 90% OF MAXIMUM DENSITY) AS DETERMINED BY A.S.T.M. 0-1557. SOME
AREAS MAY REQUIRE COMPACTION TO GREATER DENSITY AS CALLED FOR BY THE SOIL
ENGINEER.
THE SOIL ENGINEER SHALL PROVIDE OBSERVATIONS, TESTS AND REPORTS OF AU.
EARTHWORK SOILS TESTS SHALL BE CONDUCTED AT NOT LESS THAN ONE TEST FOR
EACH 2-FEET OF Fill AND FOR EACH 1000 CUBIC YARDS OF FILL
18. FINISH CUT SLOPES, Fill SLOPES AND COMBINATION CUT AND All SLOPES SHAU. NOT
EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS SPECIACAI.LY CALLED FOR
ON THE PLANS AND APPROVED IN ADVANCE BY THE SOIL ENGINEER.
19. AU. SLOPES OVER 3 FEET HIGH SHALL BE PLANTED WITH PERENNIAL VEGETATION
APPROVED BY THE CITY BUILDING DEPARTMENT AND IN CONFORMANCE WITH THE
APPROVED LANDSCAPING PLAN AND SHALL BE DENSE AND GROWING PRIOR TO FIN>L
INSPECTION.
20.
21.
22.
23.
CONTRACTOR SHALL REFER TO THE ARCHITECTS PLANS AND TO THE LANDSCAPE
ARCHrrEcrs PLANS FOR DIMENSIONS ANO FOR ADDITIONAL CONSTRUCTION
REOOREMENTS INCLUDING THOSE FOR UTILITIES, LANDSCAPING, AND BOULDERS.
PDSmVE DRAINAGE SHAU. BE MAINTAINED AWAY FROM AU. STRUCTURES AND SLOPES.
SUBGRADE COMPACTION SHALL BE VERIFIED BY TESTING AND REPORTED BY THE SOIL ENGINEER.
THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL. AFTER CLEARING AND PRIOR
TO THE PLACEMENT OF All IN CANYONS, INSPECT EACH CANYON FOR AREAS OF
ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE
ACCUMULATION OF SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS Will BE
DESIGNED ANO CONSTRUCTED PRIOR TO THE PLACEMENT OF Fill IN EACH RESPECTIVE
CANYON.
25.
26.
27.
28.
29.
30.
THE EXACT LOCATION· OF THE SUBORAINS SHALL BE SURVEYED IN THE FIELD FOR LINE
ANO GRADE.
All CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN
ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD
EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL
HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND ANO SUBMIT NECESSARY
TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL
WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE • NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, THE SOIL ENGINEER Will OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY
GRADING ENGINEER PRIOR TO CONSTRUCTION.
THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHAU. INSPECT ANO TEST THE
CONSTRUCTION OF AU. BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE
AND ADJACENT STRUCTURES UPON COMPLETION.
WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHAU.
DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED ANO Will READILY
• TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND
• SOIL ENGiNEER, A COMPACTED All BLANKET WILL BE PLACED.
EARTHWORK ESTIMATE;
EXCAVATION:
EMBANKMENT:
700 CUBIC YARDS
0 CUBIC YARDS (f'OPSOIL FOR LANDSCAPING NOT
INCLUDED)
NOTE: EXACT SHRINKAGE, CONSOLIDATION ANO SUBSIDENCE FACTORS ANO
LOSSES DUE TO CLEARING OPERATIONS ARE NOT INCLUDED. ESTIMATED
EARTHWORK QUANTmES ARE BASED ON THE DIFFERENCE BETWEEN
EXISTING GROUND SURFACE AND PROPOSED ANISH GRADES OR
ROADWAY SUBGRADES, AND SHOULD VARY ACCORDING TO THESE
FACTORS.
CONTRACTOR SHALL CONFIRM EXISTING TOPOGRAPHY, SHALL REVIEW THE
SITE AND THE SOIL REPORT($), AND SHALL PERFORM AN INDEPENDENT
QUANTITY TAKEOFF AND BID ACCORDINGLY.
THE SOIL ENGINEER SHALL PROVIDE OBSERVATION AND TESTING SERVICES DURING
GRADING OPERATIONS IN THE AELD AND SHALL SUBMIT A AN>L REPORT STATING THAT
EARTHWORK WAS PROPERLY COMPLETED IN CONFORMANCE WITH REOOREMENTS
SPECIAED HEREWITH.
I, THE UNDERSIGNED CML ENGINEER, HEREBY DECLARE THAT I WILL DIRECT THE
. OBSERVATION AND TESTING OF THIS GRADING WORK IN ACCORDANCE WITH THE
STANDARDS ANO REQUIREMENTS OF CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL ?:~~ ..J£dt'__'""'-""'--?-,,........,.~"""""--------Rce.,tr<l?
LICENSE EXPIRATION DATE
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ltll!IGlllill ANO 111,CKPD.1, NcnJI:
1. All TRENCHING, Bl!CJDING AND BACKFILL MATERIALS AND CONSTIIUCTION SHAU. 8E IN
ACCOROANe1! WITH THESE PLANS AND THI! STANDARD SPECIACATIONS FOR PUBLIC
• WORKS CONSTRUCTION, 11188 EOl110N.
2. BEDDING ANO BACKFILL MATERIAL SHALL BE TESTED FOR COMPLIANCE WITH APPLICABLE
REQUIREMENTS BY THE SOIL ENGINEER.
3. BACKFILL COMPACTION SHAU. BE TO NOT LESS THAN 90% OF MAXIMUM DENSITY;
BACl<All COMPACTION SHAU. BE TESTED FOR COMPLIANCE WITH THESE REQUIREMENTS
IN ACCORDANCE WITH ASTM 0-11557 AND REPORTED BY THE SOIL ENGINEER,
COMPACTION BY FI..OOOING OR JETTING IS NOT PERMITTED UNLESS SPECIACAI.L Y
APPROVED BY THE SOIL ENGINEERA!iD THE CITY INSPECTOR.
BACl<Flll SHALL NOT BE PLACED UNTIL BEDDING ANO INm>L BACKFILL HAVE BEEN
INSPECTED, TESTED AND APPROVED.
4. AU. WORK SHAU. BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEM.TH AND
SAFETY LAWS ANO STANDARDS INCLUDING AU. REQUIREMENTS OF THE STATE OF
CALIFORNIA DIVISION OF INDUSTRIAL SAFETY.
CONTRACTOR SHAU. INSTALi. AND MAINTAIN ADEQUATE SHEETING, SHORING. BRACING
OR EQUIVALENT PROTECTION AS REOORED FOR AU. EXCAVATIONS.
SEWER LINE NOTES,
1. AU. PIJBUC (AND PRIVATE) SEWER IMPROVEMENT MATERIALS ANO CONSTRUCTION SHALi.
2.
3.
••
s.
7.
8.
9.
BE IN ACC0ROANCE WITH THESE PLANS AND THE STANDARD BPECIACATIONS FOR PUBUC
WORKS CONSTRUCTION, 11188 EDl110N.
AU. PRIVATE SEWER IMPROVEMENTS, INCLUDING BUILDING SEWERS, SHAU. COMP!. Y WITH
THE UNIFORM Pl,UMBING CODE. CURRENT EDITION. AND WITH THE CITY BUILDING CODE. •
AU. SEWER IMPROVEMENTS SHAU. BE CONSTRUCTED IN ACCORDANCE WITH THE
CURRENT EDITION OF cem;RIA FOR SEPAf!AJ')QN OF WATER WJNS AND $ANITAAY S!W!!l!S AS PIJBUSHED BY THE STATE OF CALIFORNIA· HEALTH AND WELFARE AGENCY,
DEPARTMENT OF HEALTH SERVICES.
SEWER PIPE, SEWER CU!ANOUTS, ANO ATTINGS SHAU. BE POLYVINYL CHLORIDE (PVC)
SOR 35 AND SHAU. CONFORM TO THE REOOREMENTS OF ASTM 017114 AND 3034. THE PVC
PIPE SHAU. HAVE A NOMINAL DIAMETER OF &-INCHES, ANO SHAU. HAVE INTEGRAL BEU.
AND SPIGOT CONNECTIONS WITH ELASTOMERIC GASKETS,
AU. PUBLIC SEWERS SHALL BE TESTED BY THE CONTRACTOR PER SECTION 306-1.4 OF THE
STANDARD SPECIFICATIONS.
GRAVITY SEWER INSTALLATION SHAU. BEGIN AT THE LOWEST POINT OF DISCHARGE AND
PROCEED UPSTREAM.
CONTRACTOR SHAU. SCHEDULE GRAVITY PIPELINE WORK AHEAD OF OTHER
UNDERGROUND CONoUn' CONSTRUCTION.
LOCATIONS OF EXISTING MAINLINES AS SHOWN ON THESE PLANS ARE APPROXIMATE.
EXACT LOCATIONS SHAU. BE DETERMINED IN THE AELD.
CONTRACTOR SHALL PROVIDE INFORMATION AS TO EXACT LOCATION ANO DEPTH OF AU.
PROPOSED PUBLIC SEWER LATERAL. MANHOLE AND CI..EANOUT LOCATIONS FOR THE
PURPOSE OF PROVIDING A BASIS FOR CONSTRUCTION-RECORD DRAWINGS.
CONTRACTOR SHALL MAINTAIN CONTINUOUS SEWER SERVICE TO PROPERTIES SERVED BY
THE EXISTING SEWER LINE.
l:rs>BM QBAltl IKllD:
1.
2.
3.
4.
5.
AU. PUBUC (AND PRIVATE) STORM DRAIN IMPROVEMENT MATERIALS AND CONSTRUCTION
SHAU. BE IN ACC0R0ANCE WITH THESE PlANS AND THE STANDARD SPECIFICATIONS FOR
PIJBUCWORKS CONSTRUCTION, 1988 EOl110N.
CONCRETE FOR AU. DRAINAGE FACIUTIES SHALL BE TYPE N Cl.ASS ~-
POLVVINYL CHLORIOE (PVC) PIPe: MATERIALS SHALLCOMPI.YWITHA.S.T.M. [).3034 (SOll35)
FOR 4" THROUGH 15" SIZl!WITH INTEGRAL SOCKET ENO FOR GASKETED JOINT ASSEMBLY.
JOINTS SHAU. COMPI.YWITH A.S.T.M. D-3212 WITH GASKETS IN COMPLIANCE WITH A.S.T.M.
F◄T7.
' PVC PIPE INSTALLATION SHAU. COMPI.Y WITH UNI-BELL PLASTIC PIPE ASSOCIATION
STANDARD UNI-B-5.
GRAVITY STORM DRAIN WORK SHAU. BEGIN AT THE LOWEST POINT OF DISCHARGE ANO
PROCEED UPSTREAM.
CONTRACTOR SHAU. SCHEDULE GRAVITY PIPEUNE WORK AHEAD OF OTHER
UNDERGROUND CONDUIT CONSTRUCTION.
LOCAL BENCHMARK:
ORANGE COUNTY SURVEYOR BENCH MARK N.B. 4•26-71 LOCATED IN A CONCRETE POST AT THE
NORTHWESTERLY PART OF THE INTERSECTION OF OCEAN BOULEVARD AND POPPY AVENUE.
ELEVATION • 85,679
IQPOGRAPHY:
EXISTING TOPOGRAPHY COMPILED BY ROBERT J. LUNG & ASSOCIATES OF TUSTIN, CALIFORNIA
FROM AERIAL PHOTOGRAPHY DATED APRIL 9, 1987.
BASIS QF BEARINGS
PROPERTY LINE BEARINGS AND DISTANCES SHOWN ARE RECORD INFORMATION TAKEN FROM
TRACT MAP NO. 1257, RECORDED SEPTEMBER ~. 1947 IN ALE NO. 39643 OF OFACl>L RECORDS,
AND BOOK 38 PAGE 25 OF MISCELLANEOUS MAPS.
THESE PLANS HAVE BEEN P8EPARED SOLE·
LY FOR USE FOR THE PROJECT SCOPE AND
SITE SPECIFICALLY IDENTIFIED HEREON AT
THE TIME THESF PLANS ARF SIGNED THE
ENGINEER PREPAAJNG THESE PLANS WILL
NOT BE RESPONSIBLE FOR, OR LIABLE mR.
USE OF ANY PART OF THESE PLANS. IN•
CLUDING ANY NOTE OR DETAIL FOR ANY
UNAPPROVED REV!SED PAQjECT SCOPE OR
FOR ANY OTHER PROJECT AT THIS OR ANY
OTHER SITE
Date •
• w • >
% • • • 0 • 0 ·: .
CITY OF·
COSTA..
ME SA-··
v1c10•••
VICI N ITV MAP
¼ 0 1U 112 3/1, I
' . Gl.i.1'M:1C SC.Ill u,1 •un
REVISION
Description
"
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OU.NOi
f.t.liGI
0 C E
◄ Iv
Ap'd y,IIHSSto
,t e. w,<
~IJ ~. tl:ii > Cl) '" ~ No. 33890 _:
P-5113-x·•
• CITY
OF
NEWPORT
BEACH
,i .. • < '
C -2411
lNIPN:nmt l'Qldl
• LANDSCAPE IMPROVEMENTS
PLANNOTR
CITY Ir ---• ..._ C::Mllll'NA
FLOWERS & ASSOCIATES, INC.
CWIL ENGINEERS
923 Olive Street, Suite~, Santa Barbara, Galitomia 93101
SHT 1 OF 8. SHTS BY ~c;_~ R.C.E.l'¼jO
(805) 96&2224
DATE:
l'.H:H W.O, 8154
' .
a<lVLIT£-GUe,,t:JRLJIN NLV -···-°"t~ OF OITCl-l -t:>8'<7.J/.1.Dh--~'!.. •• _,!7"~ ---..· • ~-G-ROOT ~A~c"N , "-~ AT ENO ANO TRIM c?NO c, 1> ~ ~ ,t=.LUGJI /<VITI-I SLOPE G
-. "~~ ,c,4ce-.rc:-;--'---.... . i ~·-.~. ~-z:: '.) ·: ~ ···-·····--. ..:... -""II, ... •'•· .. ----·----______ IJ\ ---~ '\.\ -_ .. _--------------•-
i"•·----..... ___ ----Ll,..-:-.,.-.!Jjr.,(~)7;/>,!:!._ ~~J
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__ _ . e:csc;o
•• -(RIM~S.
(fl:_-'3./)
1'
BREAKERS [>RIV~ __ _
•._
'
CURVE NO.
1
2
3
•
5
•
7
•
•
10
11
12
13
"
"
Jq,:JTH G-RA0/3-,CROM STA. /+a::, 701-1-50 5'-1.:lLL ~ LOWeREO AT TIME o,c CONSTRUCT/ON AS NEC!E:GS4RV 7V .OROVIOE-z'-0' MIN COVE'R AT GTA. /+CO (MAX. £-LEV.= 7.Ze)
CU8YJ;lDATA
RACOUS DELTA l£NGTH OESCRJP'TION ,..,. 16"16'2r ..... .IUS1llEFACEOFWAU.
""·"' 11ft0'58" ...... .!Ha FACE OFYi~ • .. ..,. 12"45'54" Ul.71' ~F/4CE.OFWAU.
41.50' ......,. 27M JHSIQl-fACE Of' WALL
.. 69.00' 24"61'53" 250, 0 ~FACEOFWAU.
18.50' 61"3:r53" 21.az mQs: FACE OF WALL
56.00-3t"35'5r ..... ~ FACE OF WAL1..
144.00' 15"5Cl'42" 39.82' .lNstru;FACEOFWAU. .... 50"23'45" 49.26' .JNSmE FACE.OF WALL .. ., 24°19'36" 19.11' Qll[SI~ FACE OF WALL
15.00' .,.,,.. 21.70' QUTSIDI; FACE OF ,WAll.
"·"' ~48'4r 45.82' OUTSIOEFACEOFWAl.l.
!7.51l' 48"1151" 14.76' QUm!Clli'. FACE-OF WAU. ... 43°51'44" .... OUTS!~ FACE OF WALL
37.50 .,,. .... 20.03' ours112e: FACE OF WALL
~ RIP-1?4? ~ ··-Cl7Y 01" N,EWR::>RJ;--BIVcH • ½'Ve--NO."M-5241-S.
'R
,:;;1 MIN. ON-6/TE
-2:1££1.?/,{__ 3A&Q
,
t1. wo0 w.
IIQEND AND A@l!Rl!YIA TIONS
EXISTING ELEVATION"
-EXISTJNG--PAVEMENT EDGE -v--·--,---
=)PIPEIJNE/CON~-a,N --5--
FLOWUNE -··---
GRADED SLOPE
Pf'lOPOSEO CONTOUR -2'5---
. PROPOSeO PlPEUNEjCONOUrT
(SOLID) ---~/-s,-
I
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FG
FH
FL
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BEG11'4CUR\IE
CRACKCONTROLJOiNT
OAOPINLET
EJ,iOCl,JRVE
.--EXISTING
//
FtNISH GRADE --FLOWUNE
GIIADEBREAK
MANHOUS
POINT OF OOMl'OUND CURVATUBE
POINT OF REVERSE CURVATURE
ROOFDIWN
$EWER CLEAN-OUT
STORM DRAIN
stATION
TOP OF CURB
TOP OF CONCRETE
TOP OF FOOTING
TOP OF GRATE /'
TOP OF PAVEMENT,__./
TOP OF WALL /"' TYPICAL __.,
WATER!,1.-(a.
/ ,/
/ /
I
I
r
THESE PLANS HAVE BEEN PREPARED SOLE-
l Y FOR USE FOR THE PROJECT SCOPE ANO SITE SPECIFICAll Y lDENTlFIED HEREON AT THE TIME THESE PLANS ARE SIGNED. THE ENGINEER PREPARING THESE PLANS WILL
NOT BE RESPONSIBLE FOR, OR LIABLE FOR, USE OF ANY PART OF THESE PLANS, IN-CLUDING ANY NOTE OR DETAIL, FOR ANY UNAPPROVED REVISED PROJECT SCOPE DA
FOR ANY OTHER PROJECT AT THIS OR ANY OTHE'R SITE.
/
!
REVtSJON
Date Description Ap'd
DESIGN, JSF CHECK, YEW
P-5113-X l---+-----------7--1 SHT _2_ OF .J!_ SHTS
P.H.-tt
PLAN SCALE: 1" = 10
C -2411
INSPIRATIOl,I ,POINT
, lr,AND§CAPEIMPBl)Vl;MENT§
GRADING AND DRA;INAGE PLAN
CITY OF NEWPORT BEACH, CALIFORNIA.
FLOWERS & ASSOCIATES, INC.
CIVIL ENGINEERS
/
923 Olive Street, Suite 4, Santa Barbara, Calilomut 93101
BY \~\klli.;.._ (805) 966·2224
DATE ZIJfA"((ffil!>
w.o. 8754
I
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, ANO f;
S. IN CASE OF
FOOTIN
D HEIGHT AND
THATS ON THES
E D NST
L B R
FIRM MINIMUM
BE
60 (FY•
A-4!15,
HAU.
MENTCONCR S
M MP AND
ANDS
MINIMUM COMPRESS!
6.
7.
DIMENS S S
R INF ACING STEEL "IIMU"
REINFORCI
PSI AT
AS •
AR
JOINT MATERIAL SHALL B
UAL
) ON D
DIMENSION ,
Al
PROVIDE A
)
NOT T AS
E
IS
MAINT NED
AG NST AND
M DIAM E
••
·N"'• ~-, ·1 4ND ( }.
ERVALS AND EXP INTS
AS CON ETE
CON TIE CO .. OR
LL BE F SU u BY
•FTIECO., OR
H BEEN EPA OS
OR THE PROJECT SOOP
ICA IDENTIFIE H
D
AT
T SE PLA
LY FOR US
$1 E ECI
THE TIME ESE PLANS ARE SIGNED. TH
ENGINE PREPARING THESE PLANS WILL
NOT E RESPONSIBL FOR, OR LIASL A,
USE OF AN PART Of THESE PLA I
LUOJNG Y NOTE OR DETAIL, F NY
NAPP OVEO REVISE PAOJE TS
F AN O RP J T TTHIS
OTHER TE.
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1:
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ALSAND
I ER\IALS.
DJOINT.
"-AWNG f!l:FT IN P
B. BY GRO
THE
A CH
SU PA
24H PLACE
ILLED
CURIN
DTOTRAFFI .
INCLUDI
SURFACE-0
0 L
I
. RVIOUS BACKFILL
" MAXIM RAVEL 0
G VEL EN!:AS IN FILT
TBEP ED SOON
IDE R
G JOI
MANUFACTUR ..
PE US
ALSO
I
DWA
ARE
M 10
RUCTTHE
BY THE
"PADRE BROWN",
T OLYMPIC
3) IXTURE RA
KOFC NT.
OACHI A
Y 1/250".
0
SHALL
ING
N I Y
SURFACE SHALL
E
c-
T , INC.
NGINEERS
4 1
ta Barbara, caJiloff'lla 9 101 (805) 966·2224
IJ:il3t~~<~ •
. I, Rff,ElLTO NOTE 1 L ml< ALL IRR! G/\Tl ON al:'.QOI,/; SIIPWN QII Tlll~. l'IJ\N-
2, POINT OF CONNECTION <P.O,C. > IS AT TIIE APPROXIMATE LOCATION SllOWl!.
VERIFY lll<ACT LOCATION OF EXISTING 1-1/4' IRRIGATION MAINLINE WITH
CITY OF NEWPORT BEAC!LPUBLIC WORKS DEPARTMENT.
3. CONTRACTOR SHALL CONFIRM ALL SITE CONDITIONS AND FIELD DIIIENSIONS
PRIOR TO TllE START OF WQRI.• REPORT ANY DISCREPENCIES TO THE CITY OF
NEWPORT BEACH PUBLIC WORKS DEPARTMENT.
4 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IIISTALL TIIE
IRRIGATION SYSTEM IN ACCORDANCE WITH ALL LOCAL CODES.
6 IHDICI\TED PIP& LOCATIONS /IRE S,CHEIIATIC. DO NOT PLACE PIPE ON.DER •
PAVEMENT EXCEPT lllll!RE ABOOLUTELY NECESSARY,
6. ALL PIPING INSTALLED UN.DERPAVIIIG, THROUGH WALLS OR FOOTINGS, SHALL
BE PLACED INSIDE SCHEDULE 40 PVC SLEEVES OF ADEQUATE SIZE TO ALt.OW
FREE MOVEMENT or THE P!PE IN TllE SLEEVE.
•• 7. ALL CONTAIN.Ell SHROil$ SHALL llE IRRIGATED WITH DRIP EMITTERS. ALL
DRIP EMITTERS SHALL BE PRESSURE-COMPF.!ISATING EMITTERS AND SHALL BE
SURFACE LOCI\TED AND STAKED A MAXIMUM OF 6' FIIOll THE CENTER OF THE
PLANT. J!ACli SHRUB SHALL BE IRRIGATED IIIT!I Ollli (!) 1/2 GP!! <GALLONS
PER HOUR) EMITTER.
··-"'·
.. !fl(.07' • -,o' L,. .
'. . ·•
. . \ .
• B, CONTRACTOR SHALL USE THE. FOLLOWING FORIIOLA TO CALCULATE WATER
• USE. IN GALLONS PER DAY PER AND SHALL .. ADJUST TllE AUTOIIATIC
. CONTROLLER TO REFLECT BOTH SESONAL WATER-REOOIREIIENTS AND I INDIVIDUAL PLANT GROWTH. FORIIULA IS FOR MJDCSUMMER WATER USE.
. FORl!llLA: ,623 X CANOPY SJZE x ,25 x ,25
• PLANT USE IN
• GALLONS PER DAY .. 90
• • <CANOPY SIZE = . 786 x RADIUS OF PLANT IN FEET SQUARED) .
. I I, IRRIGATION. LEGEND
DiS,CRIPTIQN /
POINT OF CONNECTI.DN (P,O.C.)
REMOTE CONTROL VALVE, RAINBIRD SERIES 'I!' RC\I
.c:::s:--vALVE NO.
/
I -
/
I
/
/
/
/
--
)~/
/ / -· .' -.
,, /
; I
// ./-/ --1-
.--/ / ,' / . .. . ________,, ! 7----. •. /
8. IRRIGATION LINES SHALL BE BURIED AT THE FOLLOWING MINIMUM DEPTHS: (jJ
•• VALVE SIZE~GPM •
QUICK COUPLING VALVE CTOTAL ONE>, RAIHBIRD SSD WITH LVC
.IOlCJ::L~:~:a=.a.
... -1,· eoNTR/ll:TOR-TO-VERln'·,l\LL SITE CONDITIONS AND SITE DIMENSIONS PRIOR TO
. : CONSTRUCTION. REPORT ,/\NY DISCREPENCIES TO THE CITY OF NEWPORT BEACH
PVC MAINLINE: 18", PVC LATERAL LINE, 12", POLfflH'lLENE DRIP LINE AND
POLYET!IYLaffE SPAGHETTI TUBING: 6'. ,
9. CONTRACTOR SHALL PROVIDE /IND INSTALL CONTROL WIRE FOR TWO REMOTE
CONTROL VALVES SHOWN ON PLAN, VALVES SHALL BE WIRED TO EXISTING
8-STATION CONTROLLER.
· 10. CON'l'RACTOR SHALL PROGR7\M CONTROLLER TO PROVIDE IRRIGATION WATER
ACCORDING TO THE FOLLOWING GU!DELI~ES:
A. THE PROJECT WATERING SCHEDULE IS &EST DETERl!INED BY IJll'-SITE
I NOT ~ DRIP. EMITTER, HARDIE TIIRllll-SC, 1/2 GPM --. '. •.
NOT SJi0\111 DRIP IRRIGATION PRESSURE REQULATOR, IIARDIE VPR2020·302 l'llfflT TO SOPS!, 2·16 GPM,
• NOT $HOW Y-FILTER <I' l, HYDRO RAIN SERIES 420 FILTER
• ,.......___ POLYETHYLENE DRIP TUBING C 112') !llllRA-POL BLUE STRIPE', 6' DEPTH MIN.
• NOT SllllliH 1/4' '!JURA-POL' SPAGHffl'l TUIIIIJG, 6' DEPTH MIN. . ---·
111\INTENANCE STAPF IN ACCllRDAMCE WITH OBSERVATIONS OF LANDSCAPE _ ------~ --• ·-• -•••
RESPONSE AND IN. CONSIDERAT!Oll OF SEASONAL CLll!I\TIC CONDITIONS, / • CLASS 200 PVC LATERAL LlllE Clll!'-l·ll2"l • 'LASCO' OR EQUAL,· 12' • DEPT!l.1t!M. COVI!R --SCREDULB 4Q, PVC MAIN LINE , 'LASCO' OR EQUAL, 18' !lEPTB NIN.COVER . '
• PllBLIC WORKS Dl:PARTMEN'r.. .
\
• 2, DIME!IS'IOIIS. ARE FROM IIXTE~D LINE FROM Rll,l)IUS POINT, STATION S +
. ~-~-•• .•
• 3; BE!ICllES ARE TO BB LOCATED 24' FROM 'llil!IDE FACE OF WALL TO EACH CORNER
OF EDGE OF SEAT <EXCEPT MI!ll)I.E BINCH).'·.
• · 4. MIDDLE 'BENCH SHALL BE 36' FROl'I INS! DE FACE OF WALL Tl) EACH CORNER OF
!lDGE OF SEAT.. •
/
,JJ ,'.s' i·• r
~---POINT OF CONNECTION
--
1 . BOULDERS SIIALL BE SANDSTONE, UN l FORl1 IN COLOR AND FREE FROM CH I PS,
CUTS OR MAJOR SURFACE lMPERFECTJONS.
2, REFER TO.SHEET 6, FOR PLACEMENT DETAILS.
3. CONTRACTOR SHALL LlfCATE l!OULDERS IN f!EIJ).ANl1 PROVIDE LANDSCAPE
ARC!l!TECT WITH PHOTOGRAPHS FOR FINAL APPROVAL.
4. FINAL PLACEMENT OF BOULDERS SHALL BE AT ~RECTIOII OF LANDSCAPE
ARCHITECT. • .. •
5. THE BOULDERS SHALL BE AP!'ROX!Ml\TELY THE FOLLOWING SIZES: #1.
5'X6'X4'HT. #2. 5'X7'X4'11T, #3. 5'X3'X4'HT. #4. 5'X8'X4'11T .• 5 .
3,5'X4'X2'HT. #6. 3'X5'X2'HT. #7. 2;5'X4'X2'HT. #8. 4'X4'X2'HT •.
-6. BOULDERS NO. 5-8 ARE IN,TENDED TO BE USED FOR SEATING AND SNOULD HAVE
RELATI.VELY FLAT TOP SURFACES. -
I /
Date
·-"----._
(15)
-(/OJ·
REVISION
Description
"·
I
I
-• "s. ·--•• ·------
H I Pl.AN SCALI!: 1 = 10
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Ap'd
Dl!SIQN, C: 0 CHECK: V,i;
P-l!Jlt'$·X .P.H·H
SHT .A__ OF ~ SHTS
C•24II
CUNNINGi-lAM DESfGN, INC.
i.nc1. pllon,'otr,v_ ... ,_..,, Qlllgtl, • ~-....... ~
__..,_, .. __,. ...
80a·lt8'7•WOH
• ::}
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Iv (T
W SlJP'PLl:MENTAL. PLANTING SPECIFiCATIONS ·• ••
..
Contractor shall refer to the STI\NDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
1'188 ecj!tlon, for Instructions regarding materials and installation of. al I elements
of the landscaping, superseded only by the fol !OIiing special condltloriS1
I, Restrict traffic from landscaped areas at all times, Erect signs and barriers as requ l red. •
_ ... 2. , ... Tru,..J.,crJ.aatlOJl .. iwst!IDI .shall ~. l.ns.taJl ed .Prior .. to saedi ng .... Prc<itec t, and..moJnu.in_ . the ltrigetlon system during seeding operations. Any damage caused by seeding
operations shall be repa~red at Contractorjs expense.
~-Protect existing utilities, paving, and other facilities from damage during
seeding operations.
:4. Loosen topsol f of areas to be seeded to mlnilnum depth of 2°. Remove stones over
1• ln any dimension, and sticks, roots, rubbish, and extraneous matter. Seed
ll!lllledlately after surface preparation,
5. Notify the Engineer at least 7 working days prior to start of seeding.
6, Submit seed vendor's certification of seed mixture, indicating percentage by
weight of purity, germination, and weed seed for each plant species. Seed shall
be fresh, clean, and a new crop, supplied in the quantities Indicated on the
Plant List, Deliver seed in original unopened containers, shO\llng weight,
• analysJs, and name of supplier. Store in a manner to prevent wetting and
deter.loratlon. •
,7. Use a hydromulcher <sprayer> and apply mixture at the rates specified on the
Plant List and below _(#8). Mlx in accordance with manufacturer"s--
reoomme-ndati'ons.
·a. Wood cellulose fiber inulch shal I be Sll\ta-Fiber Plus <taci<lf!er included)
manufactured by Weyerhauser Company, 206-924-2345. Apply in a slurry mixture
with clean, ?Ure water at 2,500 pounds per acre.
9. Perform :seeding veelt eAl? after ,piaetlne a:Rd e4ih•F 'Wor-k affecting ground surface
has been completed. •
to. Provide a unlfom stand of plant material by watering and maintaining seeded
areas until· final acceptance •. Rese-ed wi'th specified mater lats as necessary
un-til al 1 areas a.re accepted by the Engineer.
-:lr. tnspecuon to determine acceptance of seeded aC'eas wi 11 be ma.de by the Engineer.
upon Contraetar's request. Provide notlfication_ at least 7 worklng days before
. requested Inspection date. . • ! , . .-. . . .
• • -~z,_··:~:=~=l!",Q_~ri~g insta.1 latlon of the WO:rk and upOfl compleUon of the • , cl,.. . . .i'-fna..,. "11 exce"" materials, debris, and equJ-l •.
·-_.L;"•(' ..• ,,_.,. ·_ ,,,,, -_:, . . . .. . .-• .. _ •.•. _, .•
-• ·"'°···"r:.7<'.""· ~ .. -):··: ;•;,.,;-·_,_,,.,_ • ..__ -~'-•• ✓ ,·•
i
' i
l
-" , ..
...
t>f\.t-JAlE •
f p~At'~•a,''._t!W'.'...• ----L::/1..::"":::
·, ,,-v. --
i
i. REVISED S PECIFICAIIONS FOR NATIVE REVEGETATION OF
• INSPIRATION POINT • . · -' . ' ~) ~·l&I!> lak9plaee assoonasl)o6sblt; ~shaft be lmbdl!>the bamln
slopes abOWI (East()!) Ille beach access path and Ille lower slope (w.st orlhe access path) at
Ille ~ edge of Ille l'ollMr se1 cave. 1bt ~ mil WIN be USCld Slrlclt/ as a ~ erosion conrol met.sin, and shall consist erti'el'f or Zorro ~ (&ll.l&i. =-• to be applled at the Mot 30 bs.lan. No efOSlon corfrol blali<els n to lie used
on sit, as these may li\lll>t~ng and reg&neratlon of the native vegetallon.
1bt <tD ~n sYlQIII lllat has been lnslalled sllall be capped oll' and ~ for use
beginning In Fal 19119. . • .
13) • 1bt cl)' sllaU Nllain a quallled ~n ~ upel'lenced In naliV& plart ,-gelatlon as
' ::-:==~-=13~'::~:':~4:1=:i: ! sit In Nofflllber.~ 1989190. All plartllllblrlal tolledlld lorthis mlKt shall be ltOOI
ealler the lnspnlion Polit or I.Ille Corona areas of Corona .Del Mar $talil Beach. Planls
• sho111dbe or 4·, t x 7 paperplad:blnd. or 1 ,-11on <:Ordainer size at Ill& IWlle Of plartlng out
Ar,; SWlll.'lilons for malll'lal on the ab.die<! list must be approv.d in advance l>)I a
tepre5M111Ve or the Slal9 ot ca1JM11a. Oepallmenl: or Parks and Flel:r&atlOn. r e1A1ngS are
used in this etrort, !lie)i shall be lak9n tom as ma"' d~ lndlvidual plalis as possbt., In
0111erll;l mainla.in g.netlc dlversJIV wlllln the p<ipulalion:
14) Once the plmtngs In lnslalled on Novffl'fler-ftllrUUy 1989-91), ~ irlgatl<>n Shaft be.
Sl.lpplledl!> the cc>ralner sll><:k at a ram II> be delielmllled 1)11 ltle iwegelatlon eonsulart snd
. the landscape ~ ~ of the pla111ng Is I!> be lllOlllDNd l>)I the. Landscape
Arcllbct and~ consulartand I.he need lor di) irl!lallOn mleWed In consulatlon
wlll tht Slalt Patt"s~MIIIVe at the endofthellnityear ... pla111ng ott t Is expected
lllatlhe ~ ITlgallOn sllall be raper.d GI cbln!ltlle ~ year and Ille neCld for cortlnued,
ITlgallOn mi.--1 prtortoltle beginning ofltle Om.I Y""·
05) ·Th& m1:1gation for the los& or lh& !art SIN>, dff IIPlf9& (k!ho!b)a mj§ffl,) sllall be
consideNd to. have been l'Ulllled when 50 or lllOIII Individuals (gallon size « lallJ8f) have
. strVll'ed one year altllrplartlng alt on ste.
; 6) The project SIil shall be rnonl!>Rld l'0r a pertod Of lllff ~ ti) IIISlft lllat Ille sea Fig ~ edulls)and MyQpol\m ~ llliffllJl) pmlously ~ n eradlealed
the sh. lna<ldllon, thee~~ ~II~ lh& -Cltfnl)S OI ~Plart ~v. amerlcaea) and AIOe ~~ amQl'UCtlli) 1e1t on Ille $IQp& .Jw north .¢-Jnspratlon • Bolll of these plans are moduc!ld eXQl!c spedts and are not ~ ~ !!Ill. .
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---.i:;;o11, ,:::;~i"l~NT
!Botanical Name
'Barrier Plants
• •tyciUlll C8l/fornicum
, /t,ullfiBtf(for8//$.
• Container Plants
'Artem 1s1a Mlifornia,
Cl8t111111 iSM/111'/S
/);p/llya 1-/11!8
~i8C8lifornia!
.• 1EriO{;fJnlim f8SC/cvllltum
cEriQf;fl1111mprvt/Q/ium
'Eop/Jor/JfamlSBl'a .
!screen Plant
lR/lu$ 1nfVIFoll!J
i
iHydroseed
il'ntvc8m8Q8lvr11 '
Ct,mmon Nnme
6oxthorn
Prlcl< Jy Pear Cactus
CollStel ,Sagebrush
Sleclderpod
C0"8tal Live Forever
Bush Sunflower
Flat-Topped Buckwheat
Heart-Leaved SUCl<wheot •
Ctlf Sp~rge
Lemonade!lerry
Zorro Fescue
~11.lfl
No.
45
30
100
30
100
60 :
100
30
100
25
Source
Arrange approval for site collection and contract growing.
Contract growing and collection of plants must be arranged
tn March or April prior to fall planting.
_40-50 Oudleya will be available to thacontractor from
State Park's staff for r~lantlng on-site.
; Arrange contract growing ( See Note abOve)
30 lbs/acre . Cover crop prior to fall plant1ng, no special collection
,re'll)tred.
• . . . . . . . . . : .. . . ~lze: Contalnar stock sllilll be either 4", 2". x 7" paper plant bend or l gellon stie at the time of plant1ng out ( Nov. -February 1989/90)
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W. VEGETATION RESTORATION PROGRAMQfPECTJVES
7 . ,/ .. . ..
·111$ essential tha1 the plafllirlg ancttstabllshment Of the new site veo~atton ~ perfotm&d by a contractor and absented: by a sp_edalisj will, expertence in (jffk:ull
'natlve plant revege1a11o-n p,QjeetS / ,. • • •• \ • : , ' . '
~ Eradicate Existing lc~plant (Cl4rpobrolUs __ fftlllSf • • • ._
this inlro-duoed succulent Often tears etNay fro'!):$lopes due to its stta!Jow rootlno and the heavy weight Of ils ,~ It outcompetes more attractive, better erai;ion-
contromng plant species that have more haQil:at value. AU plant, native to lhe site-, as-ld&ntifled t,y a QtJalified botanist, are to remafl) 1.mdislutbed. . ·' •
A ResntabllSh Native Plant P_.opU1auons . . •
A complete restoratfon -of the n~ Maritime coastal Sage Scrub and C~tal BJuff plant c:ommunite, foiJnd on undlstUlbed coastal bluff sites Will be undertaken [becaustt: . -·· • • • . . • • . .
!Proper plant ~iot(plantingt&chniqu&s, and mabishmlmt will result irl a self-sufflelent pr~ ,population that will require no maintena~ in the long term. • j _, ' • • :
:Very liiu8 -k~ga~ wlU be req~ir~ to estabtiah na.ttv8 planlmg8 a!lP nri 1rrigalk>n .:via be required after establiShment. This is an adv~lffl& as th& appli~ of ware,-·
ipromo!es erosion. '
·" :Toe·high use revels and visibility ol ttils sit-e f'E!!st:ifl In an opf)O:rtunfty for beach users to become. .acq'ualnted Yfflh the native plant cotnmun111-es.
. . .
_ A Enhanff Habitat for Reeaiabllshffient of Rare & Endangered Plants-, ... -
' • _ The sJte mar-serve as a testing ground or Ideal IOCatton fQC in-lieu mlli9aflon pi:ograms fO:f establfsbfng. populationt of plant$ !bat mut;t be; remc>ved at.other rocatlons.
4 Provide Funetlonal Plantings
The proposed planting wiH enhance !he us_e-and appearance of the -site by offering these functions:
_ Battler Pl-antitlgs: Erosion on the Site is seriously exacerbated by fool traffic-on the slopes. Thorny or spiney plants are to be placed at key localk»\s to
Prevent this u!e and allow the rula to "heal". -.
container Plants: Plants propag~ed from-seeds or cuttings (taken from lhe site or n&aJ'by Little Corona) wilt be planted to augment the native p/arns that
ei/$1: Of wnt rees1ablish-hel'&; .Final placement of these plants will be determined on the sue by the Landscape Ar<,Jtnect and, a representative ot the Califomla
OepartmEln1 Of Park's and Recre-atlon.
Scr~n Piantln9: 1,.tfho~Gebeny lf.'l/'lt!$ lntegrj!plia) Will be pJantect t4·scr~r,_ the eeating sreps for a sensci of encb$ur&. and ato.ng the bottom of the path •
on tne uphill side to ween the drafn fnlet and the house that looms ov&rl'lead. • The barrier, draping, and screen plantings may be drip-!rrlgated du1ing
ed:&bJishm,mt if (teemed necessary du-ring the.lmple-mentalion phase. . • . • .
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1--'·'..;' -+'---------~·•~• -t--lSHT .J2... OF _.(ja_ SHTS
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C· '2411 !;;~•~rt
:~l::VEGET1(tfON •• PAOGIIQri.f' • • • • ANO EXHIBli' •
··.CITY OF NEWPORT 'BEACH, CAUFOl'INIA ••• . ·■ C~AM lillES.IGN, INC. land p1~ • • .,.,......_ ~ , latltlilaal!MI •~W"/lil-
. -_ : 'la \MIS'f'~f~laN ~1\ ~TA •-AIIU.1 (:;~_-·:
' ' •p)il.·•ll"'·.a8$ • , . ' -~q '
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p,o,,o1i,e, : ± I ¥4 '
/'OJU?T ~ FM'D TO
/'<'tllS>,ll, vOMF't-m
~l<'.Oli'CU
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/ / < / _v
fl'OHT ~ fr;ci"lriG (":!)
~ rt.AT beHc;f!
0 BENCH END ELEVATIONS
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I 1 1:1~'-.r:·1 \<I,--._._,,___ :i',-+'..,,,~e Ol)fep. ~, HlDDle ,j f'OP
0-1,'NNel-'9> • <31.,1Jt IH f'l.-'CI'
----11-~4',a,li"-r M~
1),4 a<? @N..Y, ~I-FOP
---f-~:~;1·--jf--=~e(!:'~P +L-~--!, i ·_ i Vii!W <f 5.N~l'ITT-S)
-, l
[;;'\ FLAT BENCH PLAN/ELEVATION 1· = 1·..,.o· ~ ........... , ---=;...;..;c.:...;....~:...;._-:...;....:...;...._.....c...,..c. ________ ___.,_..:......;, .._,
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THICl"!of.iei, • ~oa:: -~=----=-----r • Of ~k"I!:> _';>i~ tiirT-6)-.._ ____ __,
/-J:JTE:
t?!17NI-~M. TO CIN'-IF'I ~~Of,/'5f/!I' ct'~!'-'If:)~-~;;.p Tl:> /?61i4!J.t:i} ,,1 _$i-l(!SJr S -
FrfJI'-f'EI/J~ J PIMl1N"7KJl/'i?
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I ' IC FCOTING (~ ~ e,,+l~) ~I
® ,BENCH W/ BACK ELEVATION
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n-roroi I "
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1 I : ! I ii+, r4+--IH-i+11'H-' ~rH1 1---l/..11xi i"I-IUO ~~ ~~
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= --l+l-l4-·\ l I , ~~-ti~~ •?our M61De f?'a
• -12:> ~~M~ ~ "i'll"M'
'1 -i -~-~Uc} ~i/'19!? ~ (+)
l-h+l-"7----1/,i} i)ilel" 'i"'!-V: ~. 91"11'-f'!)f'wjl"Wll::>e ~
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® :FOOTING DETAIL
. '
p. p.
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111 HIN. i 1' -F--~~l'-
41 M:~,
1>-
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1" • "
tA .J,.
I. ALL WOOD MEMBERS Sil/ILL BE PRIME VERTICAL GRAIN DOUGLAS FIR, S4$. •
2. ALL WOOD MOOERS SHALL BE DIPPED IN 'ZERPEL' OIL-BASED WOOD
PRESERVATIVE <MINIMUM 3 MINUTES) PRIOR TO CONSTRUCTION OF BENCHES.
ALL WOOD MOOERS SHALL BE FINISHED WITH 2 COATS OF OIL-BASED
'CUPRINOL' SEMI-TRANSPARENT STAIN, 'SBASHELL' 190.
CONTRACTOR TO SUBMIT ONE MLVE-l!ICH 2'X4' SAMPLE WITH SPECIFIED
FINISHES TO LANDSCAPE ARCHIT!CT TWO WEEKS PRIOR TO CONSTRUCTION.
3. ALL EXPOSED HAR!llll\RE TO BE FINISHED WITH TWO COATS RUSTOLEUM. COLOR TO
MATCH '<100D STAIN. SUBMIT SAMPLE TO LANDSCl\PE ARCHIT!CT PRIOR TO
CONSTRUCTION.
4. WIISHERS ON BOLTS AND THREADED' RODS SHALL BE LOCKING TYPE. NUTS SHALL
BE 'SPIKED' AFTER TIGHTENING TO PREVENT UNAUTHORIZED REMOVAL.
5. STIRRUPS/BASES SHALL BE 1/4' INCH STEEL, HOT-DIPPED GALVANIZED AFTER
FABRICATION. ALL '<IELDS SHALL BIi CONTINUOUS.
6. ALL;RODS, SCREWS AND FASTENERS SHALL BE HOT-DIPPED GALVANIZED. LAG
SCREWS SHALL BE COONTERBUNK CCSX> 1/8' DEEP. HOLES Sil/ILL BE PILLED
'<IITH '<IOOD FILLER <COLOR TO MATCH WOOD FINISH) APPROVED FOR EXTERIOR
USE.
7. SPACERS l\llD BRACES SHALL BE GLUED WITH CEMENT APPROVED BY THE
LAIIDSCAl'E l\RCIIITECT, APPLIED PER MANUFACTURER'S S!>ECIFICATJON,
_CONNECTOR (RAINBIRO OR EQUAL
REMOTE CONTROL VALVe ' . -BRASS UNIO
-PRESSURE REGULATOR
2" DEPTH PEA GRAVEL
CONTROL WIRES------
~RASS CLOSE. NIPPLE, TYP.--~
$CH.BO PVC NIPPLE TO MAIN---_/
" ' ' -. : '.,
+--VALVE BOX W/ LOCKING COVER -~•y" TYf>E STRAINER
t---BRASS UNION
PVC MALE ADAPTER
SCH.40 PVC eLBOW
2" x; 4" PRESSURE TREATED DOUG.FIR OR EQUAL. TYP.-... -~
0 FRONT LEG FOOTINC3 DETAIL 0....,R ..... E .... A ...... R......,LE""""'""'G"--'F,_,O.._.O"'-'T,..,..1N..:uG=:.-.=DE=-T..:..:..A-==IL .... _ -.,.--=3c....· _-..;_f ~ ...... o· ® DRIP ASSEMBLY NO SCALE ... , .. , I"'> ,. ,
--t ··~ -_. ___ l .....
-:.Jl~----~--....:~,..t=~-=-~.;..1..,··4:-_. ·...;.:_:-+1:-'l:J_·\
I~ 'll
ri i,t -t:i u
--e,.,u~. t:> ~ ~ret>e,,.-J.'!.l~N'Ct!.
,___ rl-"TJl'l"I. ~Of'-OOHP,'G'TilP ,w~
r--lf7,jj-,:;,~ c,,i-.m-1. f'f0\,JNl7 ~,:I'-
~-lf4 il~<f I t 1 O,v.
111)17;,:
c:;; 111t101< a;:+l,:,. ~ , f't!!~ TO
5H&=6-T ~ f'bp. fLlilNP.
e,a;t06P. '5/11\1.1, t# 6/:T If -G'fN!#; f'f(/Ofl-
ro ~li/iTa" ~-
c;~re,. 4iH,At.t e,,; f't./'ClfP
HAl'-tJ ro 130/./Wlilt-
¼ TYPICAL BOULDER PLACEMENT
• SHRUB PLANTING AND DRIP_ EMITTER PLACEMENl'.:i J
REVISION
M~DSCA,D
Date Description Ap'd
<3 ,_,_,..,. rl!
!<, 'il
""
C-24-11
-1~$PIRAT10ftf ft()II\IT
----IMPROVEMENTS
l tr
CITY OF NEWPORT BEACH, CALIFORNIA (t: 1() 1-=j=============+=-·l-------1---------~----1 .......... ~~~ ~ ~~-• ~---I • ~ • • "" (lJ
·-DESIGN: CIC CHECK: lo,:, ■ CUNNINGHAM DEIIIGN, INC, . ......
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