HomeMy WebLinkAboutP_5211_S-,,:
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GRADING SPECIFICATIONS
GENERAL
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1. DUST SHALL BE CONTROU£D BY WATERING AND/OR DUST PAWATIVE.
2. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD.
3. WORK HOURS ARE PER LOCAL AGENCY RESTRICTIONS.
4. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT All TIMES.
5. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING ANO PROTECTING EXISTING UTILITIES.
...
6. APPROVED DRAINAGE PROVISIONS AND PROTECTI\'E MEASURES MUST BE USED TO PROTECT ADJOINING
PROPERTIES DURING THE GRADING OPERATION.
7. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE
ANO APPROVED BY THE BUILDING omctAL
8. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM All BUILDING AND SLOPE AREAS.
9. FAILURE TO REQUEST INSPECTIONS ANO/DR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT
THE APPROPRIA 1E TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT.
10. All PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC SOR-35.
11. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE PROJECT SOILS REPORT PREPARED BY NMG GEOTECHNICAI., INC.,
DA TED MARCH 3, 2000.
12. AGRONOMICAL SOIL TESTING Will BE REQUIRED BY A QUALIFIED LAB APPROVED BY THE CITY. . .
EROSION CONTROL
1. TEMPORARY EROSION CONlROL PLANS ARE REQUIRED BY CONTRACTOR.
2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE CONTINIJOUSL Y.
3. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHENE\o£R THE FIVE-DAY
PROBABILITY OF RAIN EXCEEDS 30 PERCENT.
EXCAVATIOINI PERMIT
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
PURSUANT TO ASSEMBLY BH.1 3019, NO EXCAVATION PERMIT
IS VALID UNLESS 1HE FOLLOWING IS PERFORMED:
1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND
HAS PROVIDED INQUIRY I.D. #'------,---=-----2. THE UNDERSIGNED AGREES TO CONTACT ANO OBTAIN AN
INQUIRY 1.0. # FROM UNDERGROUND SERVICE ALERT AT LEAST
2 WORKING DAYS PRIOR TO THE COMMENCEMENT
OF EXCAVATION.
3. NOTiflCA TION is TO BE KEPT CURRENT. WITH USA DURING THE
COURSE OF THE PROJECT.
SIGNED, _______ DA,.._ ____ _
-------
0 I y N
RAIL & I
GlliADING FILLS/CUTS
1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONT Al TO 1 VERTICAL
2. Fill SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO lHE
FINISHED SURF ACE.
3. All FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COUPACTION AS
DETERMINED BY ASlM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COOPACOON TESTS
SHALL BE PERFORMED APPRO>OMATELY EVERY TWO FEET IN VERTICAL HEIGHT ANO Of sumCIENT
QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.
4. AREAS TO RECEIVE FILL SHALL BE Cl.EARED OF All VEGETATION AND DEBRIS, SCARIFIED AND
APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL.
5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MA TERlAL
6. ALL ElOSTING FILLS SHALL BE APPROVED l!Y THE SOILS ENGINEER OR REMOVED BEFORE ANY
ADOtTJONAL ALLS ARE ADDED.
7. ANY ElOSTING IRR!GA TION LINES AND CISTERNS SHAil. BE REMOV£O, OR CRUSHED IN PLACE AND
BACKFILLED, .AND APPRO\'Ell BY THE SOILS ENGINEER.
8. All TRENCH BACKFILLS SHALL BE COMP ACTED lHROUGHOUT TO A MINIIJIJl,I Of 90 PERCENT REtA TI'Jt
COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUll.lllNG OEPARlMENT MAY REQUIRE
CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO F ACIUTA 1E TESTING.
9: THE STOCKPIUNG OF EXCESS MATERIAL MUST BE APPROVED BY THE CITY GRADING ENGINEER
PRIOR TO STOCKPILING.
10. WHERE SUPPORT OR BUTTRESSING OF CUT ANO NA TURAl SLOP£S IS DETERMlNEll TO BE NECESSARY BY
THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER \\fil OBTAIN APPROVAL Of
DESIGN, LOCATION ANO CALCULI\ TIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION.
11. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIOlllC INSPECTIONS DURING GRADING.
12. NOTIFICATION OF NONCOMPLIANCE: If, IN THE COURSE Of FULFIWNG THEIR RESPONSIBIUTY, THE
CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE 1ESTING AGENCY ANOS
THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE
DISCREPANCIES SHALL -BE REPORTED IMMEOlA TEL Y IN WRITING TO THE PERSON IN CHARGE OF TH£
GRADING WORK ANO TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE ME/a'URES,
If NECESSARY, SHALL BE sueMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL
0
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NOTICE TO CONTRACTOR ANO OWNER
-THESE PLANS ARE PREPARED AT THE REQUEST OF ntE IRVINE COMMUNITY 00/ELOPMENT COMPANY (OWNER)
FOR TH£ PURPOSE OF FACILITATING CONSTRUCTION OF PATHS, TRAILS & OlHER FACIUTlES FOR THE CITY OF
NEWPORT BEACH (CITY). THESE PLANS ARE SCHEMATIC IN NA'MtE ANO NOT TO BE CONSIDERED All
INCLUSIVE. THESE PLANS ARE TO BE USED SOLELY AS A GUIOE TO SHOW TH£ lYPES ANO GENERAL LOCATIONS OF
EXISTING IMPROVEMENTS ANO FACILI1l£S. ANO PROPOSED MODIFICATIONS THEREOF. IT IS THE CONTRACTOR'S
RESPONSIBll.fTY TO COORDINATE THE PROPOSED WORK DESCRIBED HEREIN IN THE AEl.O WllH THE OWNER PRIOR TO
ANO DURING IMPLEMENTATION. All VIORK SHAil. BE COMPLETED TO THE SATISFACTION OF OWNER ANO CfTY.
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ABMEVBA TIONS LEGEND •
AB
AC
ACP APWA
BLDG.
C.B.
C&G C/L
C.L c.o.
CONC.
AGGREGATE BASE
ASPHALT CONCRETE
ASBESTOS CEMENT PIPE
AI.IERICAN PUBUC WORKS ASSOOATION
BUILDING
CATOl BASIN
CURB & GUTTER
CHAIN LINK
--12" VI (ACP)--
--12• S {VCP) --
--12" SD (RCP}--
--1050--
EXISllNG WATER (MAlERIAL)
EXISllNG SE\\O (MAlERIAl)
El!ISllNG SRll&I ORARII (MAlERIAL)
EXlS1ING CONTOUR
DlP
DWV.
El.EC.
E.P.
F.f.
f .H.
f.L
F.S.
G.9.
H.C.
H.P.
INV.
IRR.
LP.
M.H. o.c.
PA PCC
CENTERLINE
ctEANDUT
CONCRETE
DUClll.E IRON Pff'E
DRIVEWAY
ELECTRIC
EDGE Of PAVEMENT
flllllSHED FLOOR FIRE HYDRANT
FLOWLINE
FlNISHED SURFACE
GRADE BREAK HANDICAP
HIGH POINT
INVERT
IRRIGATION
LOW POINT
MANHOLE
ON CENlER
Pl.ANTER AREA
PORll.AND CEMENT CONCRETE
PROPERTY LINE
POOER POLE
REINFORCED CONCRE1E PIPE
ROOF DRAIN
.)05o.o
(91.40 f.S.)
91.40 f.S.
---90---
[Ml
tr
Cl'W. ENGfflHR
!.!CE CONSULTANTS
• SPOT ELEVA 1IOH
RIGHT-OF-WAY l.M
EXISTING El.£VAllON
PROPOSED ELEVA 110N
EXISTING CONTOUR tmE
PROPOSED COlfflllJR. LINE
VALVE
PRO!'OSED FIRE Hll>RANT
. PL
P.P.
RCP
R.D.
RI..
R.O.W.
RW s so
ST.
STD.
T.C.
TEL
T.G.
T.f.
T.W.
VCP
VI
RIDGE LINE
RIGHT OF WAY RE<l.AIMED WA lER.
SANITARY SEW£R
SlOffMORAIN
1100 S. COAST lfflY., fJ18
I.ACUNA BEAOt, CA 92651
CONTACT: IIIDiARD MOORE.
1EI..EPHONE: (949) 376-6407
l'I.M. w.v .
STREET
STANDARD
TOP OF CURB
1El£PHONE
TOP OF GRATE
TOP Of FOOTING
TOP OF WALL
VITRIOUS Cl.A Y PIPE
WATER
WATER METER
WATER VALVE
EXISTING UHQERGROUND STRUCTURES
1HE EXISIENCE ANO LOCA.TION OF ANY UNDERGROUH!l Pfl'ES OR CONDUITS SHamf ON THESE Pi.ANS
ARE OBTAINED BY A S£AROI OF lHE AVAILABLE RECORll5. TO THE ll£ST Of OUR KNffllll..£OOE, 1HERE
ARE NO EXISTING UTil.lTl£S EltCEPT AS SHOWN ON rnESE Pl»lS. 1liE COfflRACTOR IS RBIUile> TO TAKE All PRECAUTIONARY M£ASURES TO PROTECT THE U1llJ1Y lJNES gff)ffll ANO Mff Ol!,1£R I.HS
NOT Of RECORD OR NOT SHOWN ON 1HESE PIANS. IT SHAl.l BE 1t£ CONmACroll'S R£SPONS!BlUIY
TO NOTIFY TKE OWNERS Of THE Ul1U11ES OR Sl'RUCTURES C01«:ERt1ED SEJOOE STARl!ffll ffllffl<.
CON1RACTOR FURTHER ASSUl!ES ALL UAB!lflY ANO RESPONS!11!1:.1 FUR THE ~
UTlUIY PIPES, COHOUITS OR SlRUC1URES SHOffll OR NOT SlfOlMI ON 11IDiE Pl.ANS. 1HE COHTIW:10R
SHALL LOCATE ALL t.mUTIES BEFORE CONSTRIJCllON.
JOB SITE SAFETY
CONTRACTOR AGRE£S TO ASSUME SOLE AND COW'l£TE RESPO»Sll!IUTY FOR J08 SITE
CONOITIOHS DURING THE COURSE OF CONSTRIJCTlOO OF 1H1S PROJECT, h'lCl.lJlltNG
SAFETY OF All PERSONS ANO PROPERIY; THAT 1MIS RE~ SHAl.l APPLY
CONTINUOUSLY ANO NOT BE LltflTED TO NOl!lW.. ~ KOORS.
AS-BUil T OR.A WINGS BASED
UPON CONTRACTOR
'RED-LINE' AND FIELD WALK
PREPARED BY:
CIVIL
Effl!mEERWG
U\lllD
SURvemG
SHEET C1
SHEET C2
SHEET C3
SHEET C4
SHEET C5
8.U. #35--41-91
ELEVATION: 201.175
TITI.E SHEET •
SOIWATIC GRADING PLAN -S'LY
SCHWAllC GRADING PLAN -MIDDLE
S01£MATIC GRADING PLAN -N'LY & DETAIL
L\NIJSCAPE PLAN
D£SCRl!lED 8Y lH£ ORANGE COUNTY SURVEY 1991
AT 1HE N.W.'LY PART Of THE INT. OF YACARlMUR AND 1-'"0RO
-RD., SET AT TH£ S.E. 'LY CORNER Of A 4'x8' CATCH BASIN, 410'
N'LY OF 1HE c.L OF FOftO RO., 53' W.'lY Of 11iE C.L Of
MACARlt!IJR Ill.VO.
liAS88 OF BEARINGS
1llE C8l1ERUME Of WA val (&uffALO ROAD) BEING N
2<r.i9'52" E AS ~ Of lftACT MAP NO. 15317 WAS USED AS
1HE 8AS!S Of l!EAlilMGS FOR MS Pl.AN.
VK:NTY MAP
NTS
i ·= (IJ
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I
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TITLE SHEET -NUMBER: • i
TRAILS " IMPROVEMENTS C ..... 1 ~
BONITA CANYON OPEN SPACE i
7 /11/01 AS-BUILT Q (\/tii,,,_ 1100 S. COAST HV/Y., f31B
• ~ b{All'\._ f(o~/u1 LAGU~~:B~~~3~~_9:,:; scALE: NOHE DA rr:, os/os/oo DRAWN BY: ROB CHECKED BY: ·TEc SHEET 1 OF 5 • , t-----_._----'---'----'---_.;;.__;.:;:;:;_..i;.;._;;:;_;...:;:;;:___;:.;.;.._;.;:.:;_+__;:.:..:.:;;:.;;.._:...:;_;_..:._--ffi g • NO. DAT£ DESCRIPTION B't
REVISION.S RICHARD A. MOORE, RCE 23971 DATE FAX: 949-37.6-6417 NEWPORT BE~CH, CA J.N. 35.09 g
P-SZ.ll-7
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--.
SCALE: 1 "=40'
b ¥&I o· 40' . • 80'
AS-BUil T ORA WINGS BASED
UPON CONTRACTOR
'RED-LINE' AND FIELD . WALK
NO.
7/31/01
DAT£
AS-BUILT RAM
DESCRIPTION BY·
REVISIONS
' " -'l __ ~....; ..... 0
,-..-II!----=----·-' ·~. _,,,, . --.
-
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PREPARED BY:
CML
ENGIN!IEEMUa
I.AMO
8URVEW4G
~ • ,, 1100 S. COAST HWY .. #318
• i\ A I IJ"'-1. -· LAGUNA .BEAClt, CA 92551
"'""'--·=,:;.__,__':---:-,.,_..,,· ~-17_..:.__-'_,_fl_l _ PH: 949-376-6407
RICHARD A. MOORE, RCE 23971 DATE FAX: 949-376-6417
--,
SCHEMA TIC GRADING PlAN • -S'L V ·
lRAILS & IMPROVEMENTS
BONITA CANYON OPEN SPACE
SCALE: 1"=40' DAT£: 06/06/00 DRAWN BY: ROB CHECKED BY: • TEC
NEWPORT BEACH, CA
---
DRAWlNG NUMll£R:
-SHEET 2 OF 5
J.N. 35.09
RECONSTRUCT CHANNEL--SECTION A-A
N. T.S.
SCALE: 1"=40'
o· 40' 80'
7 /31/01 AS-BUILT
NO. DA TE DESCRIPTION ..
REVISIONS
RAM
BY
REMO\JE EX!Sll<IG AC/CONS1RIJCT PA 1li
CONSTRUCT PATH
PREPARED BY:
CIVIL
ENGINEERING
LAND
SURVEYING
1100 S. COAST HWY., #318
(-1, . ',rv,, !!\,_ . l 1 LAGUNA BEACH, CA 92651 ~j n... S _ 0?_ 0I PH: 949-376-6407
R -l=CH._A_R_,D~A=. -,-M,'co-,coR""E:--.-=R-=-cCEC-CC239==71=----=o-cA:!:TE:---FAX: 949-376-6417
PEDESTRIAN / ACCESS PATH
Ill T.S.
SCHEMATIC GRADING PLAN -MIDDLE
'TRAILS & IMPROVEMENTS
BONITA CANYON OPEN SPACE.
SCALE: 1"=40' DA TE: 06/06/00 DRAWN BY: ROB CHECKED BY: . TEC
NEWPORT BEACH, CA
I
-
DRAWING NUMBER:
C-3
SHEET 3 .OF 5
J.N. 35.09
-----..,_ ___ .
SCALE: 1"=40'
o' 40'
JOIN EXISllNG
EXISllNG GROUND
I
80'
10·
PATH WIDTH
8'
COMPACTED
SOIL W/
SOIL CEMENT
PEDESTRIAN / ACCESS PATH
N.T.S.
-RECONSTRUCT CHANNEL
I
I
SECTION A-A
N.T.8.
.---REMOVE
EXIST. CHANNEL
___ .,.. ______ --:"''
0 \ i. • ---------~ ·-...
------
\
LEGEND Q' 20'
REMOVE EXISTING AC/CONSTRUCT PATH
CONSTRUCT PA TH
1 7/31/01 AS-BUILT RAM
NO. DATE DESCRIPTION BY
REVISIONS
.-Q __ _
\
\
\
40'
RICHARD A. MOORE,
AREA NO. 5
AS-BUil T DRAWINGS BASED
UPON CONTRACTOR
'RED-LINE' AND FIELD WALK
, .
_,/ ----:: --
,---~/
------
PREPARED BY:
CIVIL
ENGINEERING
LANO
SURVEYING
SCHEMATIC GRADING PLAN N'l Y & DETAIL
RCE 239 • DATE
1100 S. COAST HWY., #318
LAGUNA BEACH, CA 92651
PH:. 949-376~6407
FAX: 949-376-6417
SCALE:
"TRAILS & IMPROVEMENTS.
BONITA CANYON OPEN SPACE
1"=40' DA TE: 06/06/00 DRAWN BY: ROB CHECKED BY: TEC
NEWPORT BEACH, CA
I
of rs ,.__ -
v'l r·--·-
.r'7 . L
:n
!
DRAWING NUlol!lER:
C-4
SHEET 4 OF 5
J.N .. 35.09
THE CON"TRACTOR 5HAI..L REPAIR. ~-
AN-r IRRl6A TION. f'l.ANTIN6, AtD/OR HIIRDSCN'E
pl\Ml\6B) D-.E TO THE 1EW WAI.JC INSTAU..ATION. IF
THERE 15 AN-r DN1A6E THE CONTRI\C.TOR 5HAI..L
REPAIR OR RE'I..ACc AN-r DAMA6ES lt113JIATB..'T'
AT tc EXTRA GOST TO THE Ql,ff:R.
/\LL CIF THE !RRl6A TION MAJtUIE. RCV 1,J!RE
ROUTIN6, RC.V LOCA T!ONS, 5HAI..L BE INST ALL.ED
1,J!TH!N IAC PROPB<TY UI-ES, NV 5/-ICW< FOR
D!A6RA!"MA TIC PlRP05E5 ON..1'.
THE CONTRACTOR SHAU.. PROVIDE !RRl6AT!ON TO
THE SLOPE PL.ANTIN6 IJI.RJN6 THE 1-W.K GONTI<!JC-TION
AN) IJI.RJN& THE RE-ROUTIN& OF THE IRRl6ATION
MAll'UIE FER THIS PU\N. •
6' O.G. -TRIANGU..AR;~
HAND SEED PURPLE AL 'fSSLJM-----:::::_·,~.-.-,.,,
AT 20 LBS/ACRE AND RAKE INTO SO!to.---..__ ,.__" --),~ INSTALL ..AJTE MESH OVER ALL ___ ..,,":--, ~ -----• ..--DISTURBED SLOPE AREAf':,, -------------
(2) EXISITNG -lJGLANS.· GALIFORNJGA _.....v
REMOVE FOR GRADING WORK
AND REPLANT AS SHOWN
I
\ \,
,.J( --\ ___ ,/ ---~~=~-------
(3) EXISITN5 F'LATANJS RAGEMOSA
RB'10VE FOR GRADING WORK
AND REPLANT AS SHOWN
0
NORTH
REF•
10 20 40
SCALE: 1" = 20' DATE BY DESCRIPTION
REVJSlONS
.. • ~ ...__,_, ·,--a,.,_.., "• .-..-.. -,.a.ct:.._.·
--~-,~.-a-• :-. _,,,,-"=---=~ -
IRRIGATION LEGEND
srt-ea.. i"W'I..FAG-1\RER t1?DEL N..l"'E'!fR5 CESCRIP'110N
F H Q VAN. T WTH 1CZZLE SIZE C. TYPE
fl V ~ RAIN BIR!> 1812-SAM-PRS XI\ F, H. I Q " ct' PCP--l.lP 5HJU3 SPRAY tEAD
HEM TCRO )(P-300t-P-ti--()q1t•
NEW TORO XP-30CltF--a---oc,.-•
EX!STIN6 TCRO H-Tif H fJ,,R£;, OISC-& 09
NOZZLE FOR StR.8 XP-300•• BOSTIN6 -Ta«J hl111 Q: AP:I:,. Di5C 4 oq
NOZZLE FOR StRJB XP---300ee
12" PCP-4.P :stR.f) ROTOR
a f'OP-lJ" SHR18 ROTOR
£2" POP-lP stA.e ROTOR
l2" POP-lP 5tR.e ROT~
f2El...OCATB) EXJSTIN& RAIN BIRD e::B-GP 5ERIE:5 RB IOTE GONTRCL VN....VE. l.OCATlat PB-( F'I.AN.
EXJST1N5 RAIN BlRD EA3-CP 5:R!E5 REl"k'.1TE C0NTRa.. VH..VE L.OCATic»,i f'LNL
4,0
2{)
40
2tJ
B..IHNA.TB> RB iOTE: CONTROL VltLVE. 1RR161\TION 5PRAYIROTOR tEAD6. , FVC LAT8'Al.S. CQfTRAGTOR 5HA.U.. ~TE HtTH !AC
"""'1leNANCE f'ERSCM'!.. i """""" TielE VAi.YES f'ROi'1 Tt£ ~ CllNTlWU.ER. TI-E ~TOR SHALL MJ.JJST 1l£
EXISTING IRRIGATION "A$--£ULTS'" TO COt-FRD'1 TO TIE AD.JJ&T FliiR$61\TI~ PLAN FOR EKJ-f ~ c.cM"R£U..ER.
Re...OCATID BOSTIN6-~ GLICK COLA.£R VALVE.
E)Q5Tnti JrE...50N GUCK. co..A...f:R VALVE.
REc.lJ\D"B) A.RPLE PVC IRFJ6ATION H"9U1'E CEIi.RY 2lf' BEL.OW RNISH 6RAIJE1 a.ASS 315 PYc. -r -2 1/2").
EXISTINS t1AiMJWE.
SCH. -40 M-ITI:. PVC. PIPE Sl.E:E\IE. AU.. TIE l"WN.J1E: 5tlCI-N IN TI£~ NillEAS ARE. ~TIC. ON...T. TIE
f-WN...lfl:Cil NE INTBt:JED TO SE INSTAUED l,,l'MM TIE 5tR.B N1!EAS CN.:r, AU-~ LATERALS,, At«> WR£'S, THAT
RL.1,1 l.N:JER Ai..L Kit.RD5CAPE AREAS ~T /,Rf. 5ffCNrt OM 1HE f't.N6 3tW..L eE Sl..EEYB) 2 Tit£S ltE ACRW... PfPE SIZE
Dl:AH:TER WITI-IN AN BOSTINS> SCH. ~ PVC-~ PER TI£ ciw.. B'.1611 PI..N6.
• ~ RADtUS OF f.flRINCLER tEAD6. li!EGURED FOR PROPER UNERNiiE. ts LESS TIWt RAOlt..6 5H£W,,t ON U56BC>, 'OE CONTR,\CTOR Slw..L EGi.Jlp H=AD WITH
Tt£ RAIN BfRD "PCS" popsfilRECD!F'Bl5.\TlN6 SC.► 15 FOR R...CM HID RADIJ'5 CDN111J1.. !!EI..E:C.T lll: PC.$ 5CREE:N 5i:l.EGTIQ-l CHART FOR ~ATE~-
•• THESE ROT~ CAN NOT BE AD.JJSTED f"OfilE ~ 291 OF TIE RADI..& U5lcD ON nE JRRIEi,A.TION LBSB«>, Nf:) STILL N:.HIEVE M'\TCJED PRECIPITATION .
IRRIGATION PLAN
NOTES:
• REPAIR/REPLACE ALL EXISITNG
LAf'D5CN'E IMF'R0\16'1ENTS DI\J"IAGED
81" CONTRAGTORS OPERATIONS
• HNO SEED NATIVE EROSION CCINTIWL
MIX NV RAKE INTO SOIL IN ALL AREAS
OF NATIVE PLANTS DIS'T\RBED B'f
CONTRAGTORS ~TIONS OR
~,11 IERC REPAIRS/IMPROVB'1ENTS PER
THESE f'LANS (G-1 THRU G-4) HAVE BEEN MADE.
NATIVE EROSION CONTROL MIX:
• 20 LBS/ACRE
• 8 LBS/ ACRE
BROM.JS GARINATUS "OLAMONGA"
VLl.PIA MIOROSTAO-fl"S
TRIFOULM 6RAG!lf'NTU"i
PLANTING PLAN
APPROVED
DATE
APP'D. DESIGNED DRAWN
. ; CHECKED DATE .
•
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
•
EXISTING RECLAIMED WATER INFORMATION
POC STATIC PRE55URE:'----------
REGUIRED DYNAMIC. PRE55URE:~-----
MAXIM..N PEAK IRRIGATION DEMAND:~~--
CIVIL STATION NO: __________ _
ME I ER ADDRESS:~-~-----~---~
EXISTING AREA SERVED: SQ.FT,
NEW TOTAL AREA 5ERVE~n'"'-'--: ___ .SQ.FT.
MAWA:
B-JU TURF:
--'------,..<--'-----GAL,/YR.
B-JU SHRUB:
------------'-GAL./YR.
TOTAL EWU: GAL./YR.
N'f'ROl//>L FOR ONSITE REQ.All-e:> W.TER SY&TEM Olf..Y
WATER' METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER
DISTRICT FAGILITIE5 MJ5T 6E APPLIED FOR/OR APPROVED
THROU5H THE IRVll'E RANCH WATER DISTRICT SUBDIVISION/
DEVEI.OF't-ENT 5EGTION.·FOR SPglFIG REGUIREMENTS FOR =~· .• , ·
FOR OBTAINING SERVICE GN.L ('14'1) 453-5300 .. F'CI:-=,__ __
ONSITE APFROVI\L ___ ~ _______ DATE _____ _
31872 Camino Capistrano
San Juan Capistrano, CA. 92675
949 661-71"27 FAX 949 248-2599
LANDSCAPE PLAN
TRAILS & IMPROVEMENTS L-1 1214:EastGreen Street
Pasadena.CA 91106
BONITA CANYON OPEN SPACE
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