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17731 MWE BLVD., SUITE 201 TUSTK CA 92680
(714)731-0141
LANDSCAPE MAINTENANCE . DISTRICT NO. 8
VICINITY MAP GENERAL NOTES CONSULTANTS-
AVENUE
SUMMIT I. An Encroachment Permit shall 1e obtained from the City Engineer
prior to commencing any work.
U13 UJ
Z All work shall be performed according to current City Standards and
Z Z PROJECT 2. the Standard Specifications for Public Works Construction.
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> > 4 THE
49 4 3. At the conclusion of rough grading, an agronomic soils report shall EngirwermS
HIGHLAAD AVENUE be furnished to the City inspector, and all such recommendations Ardmlecnar
4& from such a report shall supersede soils amendment recommomMtions Landscape
shown on the plans. �1�
Z ST. cc
4. -Landminin't"s
Upon completion Of installation, a maintenance period of one hundred q
•Conmn4cfaun
and eighty (180) days is required prior to final acceptance of the
W COl. PSwork by the City. Maintenance shall include owing, weeding, 4tanagenww
STREET
VICTORIA irrigation, pruning, raising tree root balls which settle below
grade, fertilizing and applying such sprays as are necessary for 200&*ff Sowl, Costa MMA CA 92626(714) 540-0800
proper care and upkeep. Maintenance also includes all rtpairs,
JQ replacement, cleaning and adjusting necessary to keep the irrigation
system in good working order with proper coverage. Commencement
O date for the maintenance period shall be approved in writing
BASELINE AVENUE City ins Eecr-or- fti nt*"w-4 Pallod Sh%l I be 440%,awlte to vtvivv
FIV%% drA
5. One controller chart 'shall 5e provided for each controller.
Controller chart shall be the maximum size the controller door will
allow and shall show the area covered by the automatic controller.
The chart is to be a reduced drawing of the actual as-built
system. However, in the event the controller sequence is not
VICINITY MAP legible when the drawing is reduced, it shall be enlarged to a size
NTA that will be readable when reduced. The chart shall be a blacklint
print, and a different color shall be used to show the area of
coverage of each station. When completed and approved by the Public
SHEET INDEX
Works Inspector, the chart shall be hermetically sealed between two
Pieces Of Plastic, each Piece being a minimum of 20 mils. thick.
The chart shall be mounted using Velcro or approved equal type of
MAINTENANCE RESPONSIBILITY MAP
Ute. Those charts must be completed and in place prior to final
acceptance of work by the City.
6. 81 wide x 6" deep concrete mowstrips shall be provided between all L 1 TITLE SHEET
shrub/ground cover areas and turf areas. Nowstrips shall also be
Provided beneath metal fencing and where City maintained areas are
adjacent to privately maintained areas. L2 IRRIGATION PLAN
L3 IRRIGATION AND WALL DETALS7. Sidewalk layout is conceptual only. Approval of the f.*Rsl sidewalk
layout shall be made in the field and adjusted as necessary to meet
ct
HIGHLAND AVENUE field conditions as approved by the Public Works Inspector and L4 IRRIGATION SPECIFICATIONS
project Planner prior to final construction.
Application of any chemicals shall be by State licensed personnel. L5 PLANTING PLAN
L6 PLANTING DETAILS/SPECIFICATIONS
Any trots within 5 foot of walls, walks, curbs or other potentially *map
2 root-damaged hardscape shall be installed with root control
barriers. Prior to backfilling tree(s) plantings, contractor shall L7 EAST AVENUE WALL PLAN
have City inspect root barrier installation.
10- NO trots Shall be planted within 3 foot of curbs.
11. All trots are to be located: ten foot from any street light, power
5 4 pole, or reinforced concrete box; five feet from any drive approach,
fire hydrant, underground structure (e.g., catch basins, vaults),
and sewer lateral Or clean-out; and three feet from any water motor .......
or sewer line.
sl"w s1ralt not we al '94 qvaAft.
W 6 7 8 9
AREA10
N.T.S.
44 53 58 59 1 68 73
43
I -- LANDSCAPE QUANITlES
-,n :889198811C
NEW
45 52 57 60 67 72 15 14 13 12 11 EAST AVENUE
•"ry-t-gem; 46 51 56 61 66 71 GUANTITY am BOTANICAL NAM9/COMMON HAW `'NO CDESCRIPTION Of REVISION DATE
•-Z GFXXRMOVER AM SHMA Al" 10,= 94� IL APPROVAL
47 50 55 62 65 16 17 18 19 20 12 15 GAL EUCALYPTUS CAMALDULENSIS/RED GUM HYDROSEEDED TURF AREA
L 70 sm 0% ft.
10 15 GAL. GEIJERA PARVIFLORA/AUS"174ALIAN WILLOW nti
CITY OF RANCHO CUCAMONGA
0115 5 GAL PITTOSPORUM TOBIRA VARIEGATA/NCN
UJ 42 48 49 TOTAL AREA OF R.O.W. MAOMPM
54 63 64 69 so 5 GAL ESCALLONIA FRADESI/ESCALLONIA - Ilkm*% IL G5 0
L L ------- 383 1 GAL HEMEROCALLIS HYBRID/DAYULY TOTAL NO. OF ACFAES of R.O.w. ar ACRE
14.1 41 3, 1250 1 GAL TRACHELOSPERMUM JASMINOIDE"TAR jAS%WA
> 3290 W HYDROWED MAMTHONfrURF
40 m
CATALPA STREET TRACT 13063
38 37 36 35 34 33 2
32 31 30 29 28 27 26 25 4 23 22 21
39 4 15 GAL MAGNOLIA MAJESTIC BEAUTY TOTAL C ATFAIM DRANS TRACT 13063
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1 24" BOX PLATANUS ACERIFOLWLONDON PLANE TREE
76 5 GAL.
PITTOSPORUM TOBIRA 'VARIEGATA'/NCH LINEAL FO(YTAGE OF PLANTER VWkLW = 346 LF. APPROVED BY DATE
40 5 GAL ESCALLONIA FRADESI/ESCALLONIA CITY ENGINEER — R.C.E.584 1 GAL HEMEROCALLIS HYBRID/DAYULY LF*-AL FOOTAGE OF 3'P.V.C. PIPE - 110 L.F. NO.
AREA V 1550 SIR HYDROSEED MARATHON/TURF DESIGN BY: RECOWENDEQ,-,',
DRAWN BY-. TITLE to vac- ;T Fri
SHEET
2 IS GAL SHEET Ll OF 7
1418 SF HYpgOggw MAR CHECKED BY. DRAWING NO.
DATE XB NO. A193_001 l�7X--L-
SHEEr 1-1 OF 17
fAiAND ANI"--.
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P.O.C.. POINT OF CONNECTION TO THE EXISTING 1
' DOMESTIC WATER METER INSTALLED BY OTHERS.
t RUN A 1 1/2"PVC LINE TO THE 1 1/4•BACKFLOW
PREVENTION DEVICE LOCATED IN THE SHRUB AREA
? PER THE APPROVAL OF THE C17Y
THE SYSTEM REQUIRES 28 GPM MAX AT 80 PSI.
p T
CALSENSE 3000-24 WALL MOUNT CONTROLLER MOUNTED •
INSIDE A MUEG-1-M205 ENCLOSURE. SEE DETAIL
E FINAL LOCATION OF THE CONTROLLER SHALL BE 'f .
APPROVED BY THE LANDSCAPE ARCHITECT. COORDINATE
THE 120 VAC POWER TO THIS LOCATION AND MAKE THE
FINAL HOOK-UP.
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Cal
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SYNB'JL MA1dUFAICTUR { wiooEL NolDESCRPTION mm PBI RfM �� f
Q RAMI BIRO 181248AI$PR8-90-FLT SHRUB POP-UP .33 20 8 . I
I V RAN BIRD 1812-SAM-PRS-BH-FLT SHRUB POP-UP .85 20 8� if 1 �*+
RAN BIO 18/2-SAM-PRS-10T SHRUB POP-UP .70 20 8 •
t �"I RAN BIRD 1812-SAM-PRS-12H SHRUB POP-UP 1.05 20 10
o r
8 RAN BIRD 1812-SAM-PRS-220-88 SHRUB POP-UP .67 20 18 1 s,
V RAN BIRD 1812-SAM-PRS-22H-88 SHRUB POP-UP 1.33 20 18 f �� '
i VY
a RAIN BIRD 1812-SAM-PRS-ISEBT SHRUB POP-UP .SO 20 4X14
L1 RAN BIRO 1812-SAM-PRS-ISSBT SHRUB POP-UP 1.00 20 4X28 }
cflw RAN BNO 1 100-LA TLBRF
POP-UP 33 20 8
f a
RAN BIRD 1008�4AA/•PRS-SAM -10T-LA TURF POP-UP .43 20
f� 0 RAN BIRO ISO04AM-PWPRS-lOH-LA TURF-POP-UP .85 20 8
i \ f
•
RAIN BIRO 14M FULL CIRCLE FLOOD BUBBLER .50 20 ...
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i
WATER METER 8 SCE: 1•
H.G.L: 1848 CITY
m Glco l • 1� _ ELEVATKNN: 1380.58 DESCRIPTION OF REVISION DATE APPROVAL
RAN BIO EFA-CP-PRS SERIES ELECTRIC REMOTE CONTROL VALVE 257.44 X .433. 111.47 41p110 IJ•/•
RAN B� 033DL.RC LINE SIZE OUAGCCOUPLING VALVE WALOCKINGYELLOW REMOTE CONTROL VALVE: 8I S¢E: 1 1A{• CITY OF RANCHO C U C A M O N G A
V�°OVA• MAXIMUM DEMAND: 23 GPM
ELEVATION: 1395.5
® fly SM REDUCED PRESSURE PRINCIPLE BACIOstOW P EVBAION I�y n� d•0
DEVICE sff PLAN FOR S� 1• WATER METER 3.4 l
1 1/4"R.P. E VALVE DEVICE IRRIGATION" PLAN
H NBDO T-113 LINE SCE GRATE VALVE 1 1/2" GATE VALVE 3.5
CALSEW SM ELECTRIC WALL MOUNT CONTROLLER WITH CAL.8EMS iowr,. — 1 1/2' MASTER VALVE 5.3
' MOISTURE SENSOR INSTALL THE CONTROLLER N A MUEG-t-MM6 1 1/4" MAIN LINE 3.52
ENCLO�. -I +► J t��, Mme*
Resry �-. AB-rpm. - , „4"REMOTE CONTFIOL VALVE 5.0 � TRACT 13063
LATERAL LINE 3.85
® CALBE?ISE 220-P-/ 1/2'FLCyVv SENSOR FITTING LOSS (10%) 0.915
— -- APPR OYM LATERAL LINE,SNC.40 PVC PIPE,SCE AS NOTED. ELEVATION CHANGE 2.139 APPROVED BY DATE $-/j-�9
TOTAL SYSTEMLOSSE8 38.824 CITY ENGINEER R.C.E. NO.R�g/7
• ��� APPRIIi11L0 MAINLINE 1 1/2"8 SMALLER SCFR.40 PVC PIPE 2"i LARGER "
CL 315 PVC PIPE PRESSURE REQUIRED AT HEAD: 20.00
DESIGN BY: RECOMMENDED
APPROVED SLEEVE,SCH.40 PVC PIPE 4•DbL MN.INSTALL 24.8EL0'IM N TOTAL PRESSURE REQUIRED: 56.824 �•-•.
• STATIC PRESSURE AVAILABLE: 75•� THE l~
FN13FiEDCiRAOE.EXTEND I2'PAISTEDGE C>FPAVNQ INSTALL CALSENSE 220-P-SIZE FLOW SENSOR RESIDUAL PRESSURE- >�.�1�r, K/E\T'f`f}-���'Tcc
"�°� CONDUIT,�H'4°PVC�'a•"""r'D� � WITH MANUFACTURERS REPRESENTATIVE AND ���WATER R[aLIESTED: Rso.00 DRAWN BY: .;
8M �" DOMESTIC WATER METER •- CITY INSPECTOR PRESENT. (619) .438-0525 HYDRAULIC GRADE LINE INFORMATION OBTAINED FROM
112
AO M*w Um Cm^%w CA R76M,'MI,40-MW L 2 OF 7�
CUCAMONGA COUNTY WATER DISTRICT CHECKED BY:. DRAWMG NO. ,
(714),987-2591 ON APRIL 28, 1989 BY CAMOS. I 10=30' R.C.E. NO. /I" E.
DACE JOB N0. ! 0
SHEET # OF
conc, WIN 011 a1 IAV Com ROUND CD041I. VALVE BOX & COVER RAIN SIRD33 OLRC VTN YILLLOV STRUCTURI OG RENDITION O F TYPICAL
.�, WISTT•os pit ANO LIB wr#lwb IRRIGATION GATE" -'� V•r RUBg[R w SUPPLYOIII NAtDSCAPIIIG CALSENSE
—1 "CHRI!tTT" FL8 BOX A FL80 LID (OR EQUAL) PER 12 QCV'S INCLUDING NOSE CONTROLLER INSTALLATION
t. E,1uIpmeT ro K IMSTAl119 AT A MINISILM M 24• no ANT st'RI[Ttmts M tM mwtus.
2. ALL NOrt mom ASuteu SSIALL Hcllrt (2) COATI M KS FRtme AM (I) Coal To sRNIREt• MILE tM[IS LAWN AREALSVIVILS.
SPECIFIES am 111" N•ILLS 3" IN PLANT BEDS FINISH GRADE FINISH CtADE - INSTALL IN
W111101 tAAmL • cam As slLEctto 11r CITY, � PLANTIt etD ONLY � It" Naltiaw �
I. wt. 01IT IS .IIT ro A STRIICTUAt (to. PML. wtulNITE
• .) ,.AVT TEST Caul M SIN 48PVC NN Awn —�'
VS.% OR ow-STOWTURl slot. sot• MNw
� - ----- -- • tows
.r--sAeuLa .Mt.aTa AssIr,KT 0011114 NIPPLE ill —' II( _ e�• • • •
I ,
LINE slzg" SaAsi --. ib ! l� _ _ I N I'lN ' ^ A • ' tL�*�%
Mus$ 11I►nLE TYPICAL (A) FIX[S — I I ► ( �• �•"
CAT[ VALV9 'SMP-TITS•MIEMR �llMsl i' I III I I ( • e
� M
16 IN LANE am
fuss 10• ILL - TYPICAL (2) "J"s r is ILc EL[CtNK tmMIML NNtNRI z --- i 'llll M ==
STAINUSS STIEL 1
FNnSN ewE _ �� DRAM NIPPLE SCRtV CLAMP
•----------------- wsSNtrRtFm I , SRASS !0' LLL MINIMUM (3) ►1J10ES �3
PASS WE $70411111111rtTr M mtII •
b u►ss VIII MINKL xAca � � Ng tAtl . w>• �„ IRASS " STREET ILL /
LOOP ( Lang) �+ BRASS NIPPLI - A" LONG we h USA& STAKE
I2• TMIC1 . Ir WIN CpKAM FASI+lli�— I BRASS GATE VALVE VALVES
Ir (IE" VAAI(S PtR RNWACTMI) 11111145 AIME am I1"� ;'' WITH 3RONZE HANDWIEEL SRASS !O- STRICT LLL (2A" LONG) ` , CQIW WIRE
SLOPE ro GRAIN AT MINIMA 21 ♦ VALVE W/Iw10n
I Fm om sit FINISH am � 4 FLOW
` II =
wan come . .o-
�' ABNEGATE _ . eti,•e�•4%, !•. - I 3/4" WASHED CRUSHED / C0114"M
Im tilt
••
wwt NiMlt • twltAL M Pit NIPPLE z •� o 0• AGGREGATE BASE O��• •
t/U41 ' WIRES
PLACES Ia( O 11Rs
N 1
, CALSEMSErstrirTE
19t C01ACIa001 Tas ICM
lt! "XIS p M rM SMSNT M
tMt LNt SCM AO IVC MALE ADAPTORS � N
r'' I WATER FL13W IN
SCSI b FPC WE Ago""
b1 0 TYPICAL ( ) � � rRtsfuRs sur►LY
lf
v QJ LINE TR SYSTEMS I. 1pTKl Now am A wwwo M sr SIMM s1NRIMs r NN1NfJrNM. �L
a 'lOr---1 t. INSTALL WKS 11 RANT Apt WN KM POSSIOLE IIT 10 S1tEM►M. I
I, tact TALV[ 110N AT Am AnMEs ib sTRVcros a tMNR wlm. NOTE: LINE FITTING
I
wu 100 EN _ T"tCAL t. PLACE AMNOATE FRIM TO INSTALLATION OF VALVE MC- L�PRESSURE SUPPLY LINE
CIO (2) Putts 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE SOX.
S. ATTACH 'MISTY' VALVE IDENTIFICATION TA"WITN APPMFNIATE ONIVSKLEN MO M
Now• VALVE w11 . To carRa 11111E. O O
L VALVE C GATE VALVE D QUICK' COUPLING 'SALVE
A BACKFLOW PR EV E N T E R B CONTROL PRESSIM MIASTER FLOW BACK-Flow WATER
REDLICM VALVE SERM PREVENTER METER
VALVE war, WP a
ort MLI
Jr wrintsm cAAOE �I1+� �1JGt7� - I Z , I A
NI-POP S1MtA MIM VERNON
r� �drl�-►5�
�FtNISN GRADE R01RIDaowconsrALVE DIM B CNN,
Rig IMRP);S -rRESSUIRE REtXILATOR• 111+ON HIOrO1 NOTIr Fi0lt `C OML�
1. � I^ �,
•
"'�"�.' ANT KDf P1NIfN MAR t w
Co1Dw•• leeest !Sff wtar be tootmrwd ia-NSrt,. mote (i) !/•e' aaO•N meow. a1S
'. . 1 noun wttlo air dwarters of oowxw-deed yti� of SNIP •owM1 NOTES
H• ►� PNM-P�<-� 4-(� per vtM
w1400 -ARA* F9T U.beG and 'f• dlr•Sor• at summer-deed VVIN d•.w.t_s (04411 dead a• pr S..
•
K x C x I� poser ou saweer d«). >tp: a .mtwrr, ! souse: W of : FTO w0trwww sed 10' of
ALL MAN LINE PIPING AND CONTROL WARES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAN
p •K [� fi
P)- r`s°'p !• FTC a..m tsam.: !• mdoll". 11• sone.: 1B• of i)• PVC snot . awe LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE(2X)THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL
�
LION-MISSM LATERAL p 4 vvM 0WVxA h " O��q T;• of 4`0 rC dswwstr .
WERE SLEEVES SWILL BE OF SUFFICIENT SIZE FOR THE REOUIRED NUMBER OF WSRES UNDER PAVNQ
LINK S FITTIINI "L' 4 �/ �`' NJ �OOTNd3 ARS tbM01v1J',
—NMIEI tee sTNtET s ' -: ") ALL LATERAL UNE PIPING UNDER PAVING SHALL BE PJC SCHEDULE 40 PPE AND SHALL BE INSTALLED PRIOR TO
Etl S t1t PROM HETES "" IStiiM[ REStATOR . ,f Aso Hortss. TISOd➢ 6 dG• raw •weer• wOrr be bwbd•d two (10) pipe am "is" I11pmer•m� w dome- PAVING.
' A / Pwl. ew►oes .t,om. bo. any .mlit lltd g. =I- w beaks.w dwvb".
t ." .l M I sueow mow l2E
MEVENTAIX ;tTtNL2tL-E
PIPESS SHALL CONFOiRM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PPE SIZES
. 4 AC&d FNwpc wr DUem bw Sww •motet to oomblo r miser Gomm of bo" (1) Meek me Noe (1) SHALL BE PERMITTED. BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND
WIN a roc w STREET to
'LOMB !3 rod dmmderd 014 Is VsM Flo REJECTED PIPE SmLl BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION.
t :
OrT6 010
FIN
W V MV ILL ♦ Jam°M', , N . • plow smawee atm: be bemssd to a rale batt r per lrrteMlrn rwmte memltrgl
I K12
.' '•. •►,'1 RE APRESENTATtVE OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY AUTHORIZED
KN • PIC NIPPLI - THICK (2) DMCS � � , y-+v�►r►►�.�.Zd!r•�.�•"••►•� _�' `.. I Volvo@ opodsplow Rod an plmad warted _F.i.
f., %.•���•� • • • i I��•�
WR• l
fl.. ...wr. ...r.itl. boo M'Slrrr'k �•1 . 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE
L �/-d_ mji-d rls•)• s
1. loon NEAe r PROM mus, cuss, wlRexarine, IoM mtr. ItARtR ptw. AIS q• OoIIa� CaiSonms IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE
EDGE OF LAIN. yr won CSUNIIBS ASwEMTt CONTROLLER
le7f Corte Dui•No�•t. tlltlto J -
2. LOCATE SMAN SM" r FIN IN ALL STNUI:TI N S. AIN ~ KM Ir FROM ALL � l K Cariwbad, CA HIND ALL Sp @R HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFICED.
STRUCTUNIS IN SMIUS AREAS WT S- FUM ALL STOMTMS IN GNOUS1 OVER AA(X.
(elf) ASN-MND
3. USE TEFLON TAPE ON ALL INLE TIMM.
THE IRRIGATION CONTRACTvR SHALL FLUSH AND-AOJtJST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM
MENOMONEE K ROCK W/ CONCRETE CAP '' __ Nat" COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS. STREETS, WALLS, ETC. THIS SHALL INCLUDE
E SHRUB SPRAY POP UP REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM,OPERATING PRESSURE FOR EACH
L Ili•e Sew ."ower tw �iw !rw- "ietbw tlomw Abe sleet SYSTEM.
1. LOCATE HEAD ?• FROM tMIKS. CURBS. NMOSCAIING. IMM STRIP. IIEAOER BOARD. AN i• • S � �. THIS DESIGN R OIAGMMIIAATN;. ALL PIPING. VALVES. ETC., SHOWN WITHIN PAVED AREAS is FOR DES131f
EDGE OF LAWN. SLIP LASE SOCKET OVER ENO OF MIRES 1 1/!• • s pp. .ta. . SHALL LOCATE ALL VALVES SHRUB AREAS.INSTALLEDCLAp4FlCATK)N OWy AND SHALL BE IN PLANTING AREAS WHEREVER POSSIBLE THE CONTRACTOR
2. LOCATE HEAD f• FROM ALL STRUCTURES. C �►0""OM'I'T_4 f• • IS ani.
3. INE TEFLON TAPE ON All w1lE THREADS. S� �� 1111111111111111111111111111
�� �M •.IQM.Mt1�C/�,C�-N r • � � �-
R IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE
A. INSTALL HEADS WITH INTERNAL CHECK VALVE ANO/OR PRESSURE COM►EIISATINi FEATURE AS \ l;•D.. UreprdMM of ane dee, an the UslpaEba Volvo wttlo Clow bollot DIFFERENCES. LOCATION OF WALLS. RETAINING WALLS. STRUCTURES AND UTILITIES. THE IRRIGATION
PER THE IRRIGATION PLAN. LSTRIP MIRES A►►ROX, S/S" IRON ENOS-TMIST TOGETHER �°y' � 1 lion mots also tM lbw aowaos aoosrdbl�y. Ii tloa �a6sWs" wore !;• atN CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK HE SHALL COORDINATE HIS
APPLY SEALER TO OUTSIDE OF SEALING PLUG-TILL � tis, !,,rote Sm.thretso tit N.u..c valve 1rr. f no. Mile �W a WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PPE SLEEVES AND LATERALS
F POP-UP TURF HEAD CAVITY MITH SEALER Mt ' If, Sow sa mar (bsoamem a !• mammae ow road only a mlelaw of It THROUGH WALLS.UNDER ROADWAYS AND PAVING,ETC.
1/ " IN S00 FINISH aAOE �4p-'��•
STS �.,��_ A4>•
DO NOT NA.LFLILLY INSTALL THE SPRIVIa,ER SYSTEM AS SHOWN ON THE DRAWINGS WHEN R IS OBVIOUS IN THE
- FIELD THAT UNKNOWN OBSTRUCTIONS.GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST
PUT CRIMP
SLE_
YE OVER WIRE ENOS-CR Ira SLEEVE f• To empty a Ben aotsmar. •ads awntaotbr to wdow asmst be imdatoa bw THAT MIGHT NOT HAVE BEEN CONSIDERED.IN THE ENJGNEERING. SUCH OBSTRUCTIONS OR DIFFERNCES SHOULD
` I
AND CUT OFF EXCESS WIRE R S the Urllwtless Naves: 1 wobi p Meter. 1 beakssw. 1 waster Valve. 1 Sw BE BROUGHT TO THE ATTENTION OF T:E OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS
PULL BASE SOCXET OVER ENO AS FAR AS POSSISILE R enamor. 1 aoatrarr. A eyetoa with a A• nein mad a ocatrotbre mon NOTIFICATION IS NOT PERFORMED.THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
.mhNr
„•,I� � t . a Amamae >t moamlo brrselo wb
or -.ala e.. its own ...ter ANY REVISIONS NECESSARY.STEP •
}�[— Vmays. tb oma esmtraiYr and Rte oma ssabms
L_--PUSH SEALING PLUG INTO SASE SOCIET ALRRRECOMMENDATIONS SPECIFIC�ITIONS.REI_ OR SPECIFIED SHALL BE INSTALLED AS
PER
MANUFACTURE"
: PUSH WIRES TO ENO OF SASE SOCKET TO ASSURE To aiet aft on wars owy. osteo 1 and ! de am mpply.
= SCN SO►VC NIPPU COMPLETE SEALING OF CONNECTION
N FNRLEX W STREET Ell-- (NININN A- LOW) IA
1�• I•�►ti 4� P addMlwd falsr4wtir
w absent • 1 w !, o"wte"t NDaalr" llmw•sMoe. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILEDINFORAAATION.
.. SCH 110 PITC NIPPLE SCN 40 PVC TxT f0• ILL STEP A '�' •X04d4. 1.11' GF � ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY.AND
(t" LONG) RAINSIRO SNA►-TITS MIRE CONNECTOR MNtK IIT •
MAY NOT BE REOUN'RED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE
ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24'OR MOM BETWEEN THE HIGHEST HEAD AND
CAL111111s 1110=ysi lurm LOWEST HEAD ON A SYSTEM.THE ADVS SHALL BE INSTALLED PER THE DETAIL
NDN-PRESSURE LATERAL LINE 1 FITTING THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM IREOUIREMENTS
RMLEx !0
• Tug p11e
Ell SHOULD THE STATIC PRESSURE EXCEED 20%INSTALL A WILKINS'600 SERIES PRESSURE REGULATING VALVE
ialpattm v}. , trmisaiVao, e.g..coo (1) CalMaae maN•tare mummer fee oVosy fsv (A)a CaIDanM NNOdmI 2ee6-24 ITA s.goie.0 • .oisels>" (IN A SEPARATE VALVE BOX) DIRECTLY DOWN STREAM OF THE BACKFLOW PREVENTION DEVICE. SET THE
«noon. REGULATING VALVE AT 10% HIGHER THAN THE STATED SYSTEM REQUIREMENTS. SHOULD THE STATIC
G POP UP LAWN SPRAY H WIRE CONNECTOR L ROCK PLANTER WALL
iaAeftusa or plwwaaot of ■w"V re sunwre shat be Rte rswp.wb111y of as PRESSURE BE LESS THAN THE STATED PRESSURE.NOTIFY THE ARCHITECT IMhADIA .
ImatAthtaetnns.
LIMIT O r m L.R.A For iemt inetba mod l/owllepe, bAppi ni s I,: ALL STATED GALLONAGES IN VALVE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON.
sttrOlD: � .
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tLgctale Ngo '
t p.x(i>KIIi rys/aNwt %beuta Cs1DeIAe"
C" an" 11Ar roe mere 2075
LOCATION trst11g (Ata. srts•S.) i -- _ 1076 Corte Vol NT" 20" J
r——— t.s aws.was ealrttlw o ! _ i0R _1,1t Mull �tlr IANSA•• .EMIT earLlsad. eaNlOenia 1loN
WALL MMES coorTMILLIS• = I, c CLEAT SAWTLL IBE lIC:. ^l` (ele) Ase-oeu.
NOWT WITNIN teCLDSM. z I MATERIAL. *M CONFACTION NEQUIKI
In MOLT WINE to RIGID ISMS► � � �� C�
L---J cm tT (rte Lam cm) s � I� CITY
oM-ar S111TCSI AII" Gla Int ,110SCJ4 f DESCRIPTION OF REVISION DATE
tntuoe a?= A » ke VMrtMM•V APPROVAL
1 N+ t � I '!)�1 AAgRI4w1s► II•Pita ���0 ��K L '�,P
_ I M°` "°"-' u�OL Lam`: OL 0 ��o`y CITY O F RANCHO C U C A M 0 N G A
lotcalNloe ring/amen vim to Y SNAKE PIPE IN TRENI21
Ips
Flo ` j SCSI. NMC PCOMMIT L.'
' V � c•> r•+
NAeg 0" 2• _ )• = A- Gomm Pm us `! � 4�►[/ V
MIH. tSIetAll A NlIItlaw
of r AWN s,f
GCRn AWA SLOPC Tor to MAIN PREUM SUPPLY LINE: fpl. AO/CL.91G (1) C;�IIRi► RSM. --F
s '� R,; At A NIMLIIMI a ri �W SNAKE PIPE IN TRENCH
�/ � �pLJtJ LTA 1*i/j (d �O� �1 �.-i � Si at 4
�. x a.� -- I G�+
M l2 Sam Sel1AL vnln w �" '<� � �q" �'i ���• ��l 0 to N a�� IRRIGATION � WALL DETAILS
OF r&L S, N aU AM TAR MON ��1I I'r ( 1 if
N- is R. D.C.M Tom.INTALL WItNIN 1UIe ( PROVIR Z Of CLEAN BACR/ILL "NO r 1 C
ngrg. T. Mt1Au M. 121 TYPICAL CONTHM WINES I. NMI Me TAKu a 1' TRACT 13063
AT 1S• O.C. An INSTALL 0&&ffH z + I +
1. IegtANtanLn RN We. MINVq INNTMCTIMS AM Plot LOCK "Prue TO PK=K SUPPLY LINE S �
wuTIOM to Mt A►PNmre" III Pi11Le ST TO LAM11CAR AMInCT Pgla TO MrteeaW a-
LOCATIFINISMI oa►n sat-ewes gaAIIntawsLret►em. •1~ ;-'� P,NE th� APPROVED BY DATE g-/�-a9
I. COISII Wit! TO p Mtn AM COMTItOL wint 10 K Ase to COLOR. - ! , r
).
no SrLiCtis sNAu p 11A"t KTYiiw CprtN"LLt! AM 111I1otg CN"MI VALVC. : ':: CITY ENGINEER R.C.E.— NC.,j/ /7
A. aoMno, rtua sig ooalgsrow »oRAAtls sgpsgsNx a Rewrtg oswN► - , o �°
0FAy
) DESIGN 87RECOMMENDED
VALVON.gS AM AWTOMIIC SnIML" O . 011 STATIN COIINLTIN S11argatt. iL-
SCgVg= NOW d etTAEL is rill unbooCt owLT _ su 1221c lop PLAN PM • ►`r�'��'
ooatta VALrg sapalag. ' 11 1E ,�•
S. OR ECT LIANA AMIE (mug, MAmstl 1r PARTNgST at1 - tom wine (let. • y�
• r•h-� r�R IIS MN. w# DRAWN BY: KE1.111 -�_
QP �'v rel �•Ma�6f�. � ��=- SHEET
,. CON I l AN I ESL 3 OF
mewPAer(rlsas•PSL Na.:csal 1114-04" 1. PIGTAIL AM LOOP CONTE MIK AT IleCNANW IN OIKCTION.
. _ _. ♦ 1 ,.r A.i.,4..,.,...n.,ke,f.,•.,,•n i-4„t�„mei a
Ty CHECKED BY: DRAWING NO.
R.Q.E. NO. /
WHERE
M STUCCO W� DATE JOB NO. A193-001
CONTROLLER J TRENCHING �/
PART 1 - GENERAL
1.01 DESCRIPTION a. Index sheet stating Contractor's address and telephone 3. Gate valves 3• and smaller shall be similar to those manufactured 1. Dig trenches straight and support pipe continuously em bettor of Be Testing of Irrigation Systeme
number, est of equipment with name and addresses of local by Nibco or approved equal. y grade. Trenching excavation shall Ore Ie-
eq Pma trench. Lay out to •n even
A. Scope of Mork: manufacturer's representative. follow layout indicated on drawings and as noted. 1Request presence of Architect 1t hours in advance of each
1. All gate valves shall be installed per installation detail. .
Provide all labor, materials, transportation, and services necessary b. Catalog and parts sheets on every material and equipment 2. Provide for a minimum of eighteen 11$1 inches corer for all Request procedure.
to furnish and install Irrigation Systems as shown on the drawings installed under this contract. F. Quick Coupling Valvest pressure supply lines. 2. Test pressure limes undo[ hydrostatic pressure at •
and described herein. hyd pr 1S pounds per
1.02 QUALITY ASSURANCE i REQUIREMENTS C. Guarantee statement. 1. Quick coupling valves shall have • bras two-piece body with 3. Provide for a minimum cover of twelve 1121 inches for 411 now-
square inch, and prove watertight.
pressure lines.
A. Permits and reels d. Complete operating and maintenance instruction on all major locking vinyl cap designed for working pressure of ISO PSI operable with quick coupler. Rey size and type shall be as shown P Notes Testing of pressure mainlines shall occur prior to installation
puapmen on plans. 1. Provide for • minimum cower of eighteen 11$1 inches for all of electric control valves.
The Contractor shall obtain andcontrol wiring. 3. Test piping under to-be-paved areas under hydrostatic pressure of
pay for any and all permits and all I. In addition to the above mentioned maintenance manuals, provide G. backflow Prevention Units:
inspections as required. the Owner's maintenance personnel with instructions for major 1S0 pounds per square inch, and prove watertight prior to paving.
equipment and show evidence in writing to the CS. Provide for a minimum corer of twenty tour 121•) inches for all
at t
B. Manufacturer's Directions: prevention units 1TY he 1. backflow shall be of size and type indicated on sleeves crossing pavement and drives, and extend 12' past edge 1. Sustain pressure in lines for at least 2 hours without pressure
conclusion of the project that this service has been rendered. the irrigation drawings. Install backflow prevention units in of pavement into the planting area. drop. It pressure drops within 2 hours, replace joints and repeat
accordance with irrigation construction details.
Manufacturer's directions and detailed drawings shall be followed t. equipment to he furnished: test until such time as no pressure drops occur.•. Backfillineq:
in all cases where the ions covererq of articles used in this 2. Wye strainers •t backflow prevention units shall have a bronzed S. Provide necessary force pump and other testing equipment necessary.
contract tarnish directions covering points not shown in the drawings I. Supply as • past of this contract the following tools:
and specifications. screwed body with 60 nosh monel screen and shall be similar to y
A. 61x (Q t3�D10G WR&A(4)MritliMS soc4. 1. The trenches shall not be backfilled until all required tests are
Two 421 sets of s bailey 111008 or approved equal. performed. Trenches shall be careful! backfilled with the '
C. Ordinances and Regulations: D. special tools required for removing, y 6. when the sprinkles irrigation system is completed, perform •
disassembling and adjusting excavated materials approved for backfilling, consisting of earth, cover•
7 n9 each typo of sprinkler and valve N. Check valvess qe test to determine if the water coverage for planting
=plied on this pro]ect. loan, sandy clay, sand, or other approved materials, free from large areas is complete and adequate. Correct inadequacies due to
All local, municipal and state law,and rules and regulations G, (I) ;a L. clods of earth or stones. backfill shall be mechanically compacted deviations from drawings, or where system has willfully been
1. Anti-dr•im valves shall be of heavy duty virgin PVC construction in !andscaped areas to a dry density equal to adjacent undisturbed installed without bringing possible deficiencies to the attention
governing or relating to any portion of this work are hereby R QiG 111 five toot valve keys for operation of late valves. with r.l.P. thread inlet and outlet. Internal its shall be
incorporated into and made a part of these specifications, and their G. 01-10 C1) VA"4 Aqr• Pa soil in planting areas. s, humps
will conform to adjacent grades planting
the Architect in advance. Perform these tests prior to
ply stainless adjustable
steel and neoprene. Anti-drain valve shall be field without dips, s�inken areas, A planting of ground covers.
pronasions shall be carried out by the contractor. Anything contained F. Two 21 keys for each automatic controller. P amps or other surface irregularities.
in these specifications shall not be construed to conflict with any of &.'Mb 1L) � Pbf ON54 �Or•:MOIA W 04%X1104• adjustable against dar to from S to O0 tOet of prod. Anti-drain
valve shall be similar to the values ADV or approved peal. 2. A fine granular material backfill will be initially placed on all 3.01 RAINTENAWZ
the above rules and regulations or requirements of the same. However. r1,One (l) quick coupler key and matching hose swivel for lines. No foreign matter !augur then one-half 41/2) inch in raze
when these specifications and drawings call for or describe materials. each ten 1101 quick coup! nq valves installed. I. Control Wiring: wall be permitted in the initial backfill. A. Ensure complete successful system operation for 7 days under automatic
workmanship, or construction of a better quality, higher standard, or y ftt* (4) I2oTtiK (1 . JVV) operation prior to any subsequent construction operations such as
larger size than is required by the above rules and regulations, the 2. The above mentioned eugipment shall be turned over to the CITY 1. Connections between the automatic controllers and the electric 1. Flooding of trenches rail be permitted only with approval of the plantings.
provisions of these specifications and drawings shall take precedence. at the conclusion of the project. Before final inspection Can
y, control valves shall be made with direct burial copper ware Architect.
D. Explanation of Drawings: Yyfiv'" evidence that the G has received material must be
� AMG-U-r. 600 volt. Pilot wires shall be a different color vire
shown to the GIN Tom` for each automatic controller. Common wires shall be white with 1. It settlement occurs and subsequent adjustments in pipe, valves, 3.07 CLEAN-UP
a different color stripe for each automatic controller. Install spinkler heads, lawn or planting, or other construction are A. Clean-up after each portion of this work. Legally remove refuse and
Due to the scale of Beeves. , it is net possible to indicate all 1.01 PRooucT DELIVERY, STORAGE ANO HANDLING in accordance with valve manufacturer's specifications and vire necessary, the Contractor shall make oil required adjustments excess dirt from site, walks and paving by brooming and washing dorm.
contras. fittings, sleeves. eve. which may be required. The
contractor shall carefully investigate the structural and finished A. Handling of PVC Pipe and ritaings: chart. In no case shall wire size be loss than 1111. without cost to the Owner.
1 conditions affecting all of his work and plan his work accordingly, 2. Wiring shall occupy the same trench and shall be installed al B. Correct damages to work of others to original condition.
furnishing such fittings, etc. as may be required to meet such The Contractor is cautioned to exercise care in handling, loads along C. Trenching and Backfill Under P•vings
M. the same route as pressure supply or •iteral lanes wherever
conditions. Drawings are 3.0$ FINAL OBSERVATION PRIOR TO FINAL ACCEPTANCE generally diagrammatic and indicative of unloading, and storing of PVC pipe and fittings. All PVC pipe shall possible. 1backfill trenches located under areas where paving, asphaltic work to he .installed. The work shall be installed in sato a be transported in a vehicle which allows the length of pipe to leo concrete or concrete, with sand - 6 inches under the pipe and A. Operate each system in its entirety for the Architect � � 'Flu-4
a manner as to avoid conflicts urtwren irrigation systems, flat so as not to subject it to undue bending or concentrated external 3. Where more than one 111 wire at placed in "• trench, the raring 3 inches over - and compacted in layers to fS percent compaction final observation. Rework items not to Architect's satisfaction.
plantanq, and architectural features. load at any point. Any section on pipe that has been dented or shall be taped together at intervals of ton 4101 feet. using manual of mechanical tamping devices. Compact trenches for
dowapip will be discarded and, it installed, shall be replaced with piping to equal the compaction of the existing adjacent undis- b. Show evidence that CITY has received accessories, charts, record
2. The word Gr{ as used herein shall refer to the G� now piping.
authorizee representative. 1. Provide an expansion curl within 3 feet of each wire connection. turbed soil and leave in a firm unyielding conditon. Leave
l.OS GUARANTEE Ensure sufficient length of expansion curl at each splice g ng drawings, tools and equipment required before final inspection can
3. All work called for on the drawings by nevus or details shall be connection at each electrical control so that in case of repair,
trenches flush with the adjoining grade. occur.
furnished and installed whether or not specifically the valve bonnet may be brought to the surface without discon- 2. Generally, piping under existing walks is done by jacking.
3.09 OBSERVATION fCNEDULi
pecaticall mentioned in A. The guarantee for the sprinkler irrigation system shall Be made in netting the control wares. Loosely lay control vires in trench boring or hydraulic driving, but where any cutting or breaking
the specifications. accordance with the attached form. The general conditions and without stress or stretching of control wire conductors.
supplementary conditions of these specifications shall be filed with ha of sidewalks and/or concrete is necessary, it shall Do done aA. Provide the following prior notification for the meetings sAovne
1. The Contractor shall not willfully install the irrigation the G1T'Y or his representative prior to acceptance of the irrigation replaced by the Contractor as part of the contract cost.
system as scows on the drawings when it is obvious in the field
system. Permission to cut or break sidewalks and/or concrete shall be 1. Pre-job conference - 7 days.
obtained from the Architect. No hydraulic driving will be
that obstructions, grade differences or discrepancies in area OL g �D�- 4lr'1d. r'I+f''N'1'11Y P!'P844 /'ND air IMGONTIM4 S. All splice* shall Be Wade with permitted under concrete paving.
dimensions exist that might not have been considered in h{ Rao. oNs(1� Y!L'1•� P <*4W-T1T9 Connector Se•1-
ing Packs, . or approved equal.
engineering. Such obstructions or differences should be brought Co. A copy of the guarantee form shall be included in the operations use one splice per connector sealing pack.
to the attention of the Owner's authorized representative. In and maintenance manual.
the event this notification is not performed, the irrigation revision
li. wield splices between the automatic controller and electrical 3. Provide fbr a minimum cover of eighteen 41$) inches between the 2. Pressure supply line installation and testing - 1• hours.
contractee shall assume full responsibility for any revision TM guarantee fes■ shall M re-typed onto the Contractor's
necessary. control valves will not be •llowrd without prior •pproval of the top of the pipe and the bottom of the aggregate base for all
letterhead and contain the following information: Architect. pressure and non-pressure piping installed under asphaltic 3. Automatic controller installation - 18 hours.
1.03 SUBMITTALS GUARANTEE FOR SlRIN[LeR IRRIGATION SYSTEM J. Automatic Concrolleconcrete paving and extend 120 past edge of pavement.rse 1. Control vise installation - 1$ hours.
A. Material List: We hereby guarantee that the sprinkler irrigation system D. Assemblies:
1. Automatic controllers shall be of rise and type shown on the
we have furnished and installed is free from defects in plans. S. Lateral line and sprinkler installation - 1$ hours.
I. The Contractor s)sa11 furnish the •rtieles,epipment, materials. materials and workmanahip,• and the work has 'boon completed . P 1. Routing of sprinkler irrigation lines as indicated on the
or processes specified by nor in the drawings and specifications. in accordance with the drawings and specifications, drawings is diagrammatic. Install lines land various assemblies!
PK 6. Coverage test - 4$ hours.
No substitur+om will be allowed without 2. rival location of automatic controllers shall be approved by the in such a manner as to conform with the details r lens.
prior written approval ordinary war and tear and amara! abuse, or neglect excep- Po plans.
the CI owneres authorized representative. inspection - 7 calendar days.
jY• ted. we •gree to repair or replace defects an materials 7. rival
and workmanship, including damages consequential 2. Install NO multiple assemblies on plastic lanes. Provide each
2. Complete material list shall M submitted 3. Unless otherwise noted on the plans, the 120 volt electrical power assembly with its own outlet. B. when observations have been witnessed by parties to the Contract other
owP prier to performing any to defects in materials and workmanship and repair or others.
work. Material list shall include the manufacturer, model replacement, which develop during one year after completion to the automatic controller location to be furnished by than the Architect, show evidence of such in writing.
number and description of all materials and The final electrical hook-up shall be the responsibility of the 3. Install all assemblies specified herein an accordance with
p equipment to he used. and acceptance of work, •t no cost to CITY Me agree to irrigation contractor A+40 G �{
� •
make such repairs and replacements within a reasonable time* respective detail. In aDsense of detail drawings or specifications C. Site observations cannot commence without Record Drawings. Parties
3. Equipment or materials installed or furnished without prior as determined by C,IT'y-, after receipt of notice. In the pertaining to specific items required to complete work, perform P R. Electric Control Valves: omP � requesting observations are subject to hourly reimbursement to others
approval of the . GTY may be rejected and the Contractor event of our failure to wake such repairs and replacements such work in accordance with best standard practice with prior if observations are r
P P equestN without all other requirements having
required to remove such materials from the site at his own within a reasonable time after notification by CI Nj we approval of Architect. boon met.
expense. authorize CI to proceed to have such re 1. All electric control valves shall have a manual flow adjustment.
TY P pairs and replace- 1. PVC i thoroughly cleaned of dirt, dust
ments made at our expense and we will pay all costs and 2. Provide and install ons control valve bon fee each electric and pip*
fittings shallabe thorlughly clean and solvent
/. Approval of any item, alternate a< substitute indicates only that charges upon demand. before
the product or products apparently meet the requirements of the control valve. welding methods shall be as recommended by the pipe and fittinq
drawings and specifications on the basis of the information or project: manufacturer.
samples submitted. Location:
L. Control Valve moment END
S. On PVC to metal connections, the Contractor shall work the metal
S. Manufacturer's warranties shall not relieve the Contractor of his Company: 1. use 10• x 1041• rear box for all gate valves, Q7►rp�'g OL64 �tK connections first. Teflon tape or approved equal, shall be used
the guarantee. Such
liability under P'( on all threaded PVC, and on all threaded PVC to metal shall only Address: �'�Y joints.
supplement the Date .of Acceptance: Light wrench pressure is all that is required. where threaded
pp guarantee. PVC connections are required, use threaded PVC adapters into
B. Record and As-Built Drawings:
I. use f-1/2• x li• x 11• rectanleular bas for all electrical femoro] which the
M PART 1 - PRODUCTS valves. 09 Ebi HJv 0919 op �• iO W �im{r pipe way be welded.
I. The Contractor shall provife and keep up to fate a complete 2.01 MATERIALS approved egwai• t. Line Clearance:
•as-built' record set of blue line ozalid prints which shall be M. Sprinkler Beads:
corrected daily and show every change from the original drawings A. General: Use only wmaterials of brands and types noted on draw- P All lines shall have • minima clearance of six 161 inches from each
saw
and specifications and the exact 'as-built' locations, sizes ings. specified herein, or approved equals. other and from lines of other trades. Parallel lines shall not be
and kinds of equipment. Prints for this purpose may be obtained 1. All sprinkler heads shall M of the same size. type, and deliver installed directly over one another.
from the architect at cost. This set of drawings shall be kept B. PVC Pressure Main Line Pipe and rittings: the same rate of precipitation with the diameter for radius) of
on the site and shall be used only as a record set. throw, pressure, and discharge as shown on the plans and/or F. Automatic Controller:
2. These drawings shall also serve as worn r 1. Pressure mainline piping for sizes 20 and larger, shall be PVC specified in these special provisions.
progress sheets and shall Class 31S. Install as per manufacturer's instructions. Remote control valves
be the basis for measurement and payment for work completed. The 2. Spray heads shall have a screw adjustment. shall be connected to controller in numerical sequence as shown on the
Contractor shall make neat and legible annotations thereon daily 2. Pipe shall be made from an NSF approved Type I. Grade I, PVC drawings.
as the work proceeds, showing the work as actually installed. compound conforming to ASTM resin specification D1781. All
These drawings shall be available at all times for inspection and pipe must meet requirements as set forth in Federal Specification G. Nigh Voltage Miring for Automatic Controller:
shall be kept in a location designated by the Cqy. PS-22-70, within appropriate standard dimension IS.O.R.).
(Solvent-weld pipe). 1. Coordinate the 120V. AC. power to the final approved controller
location.
3. Pressure mainline piping for sizes 1-y• and smaller shall be PVC +¢ All spinkler beads of the same type shall be of the same none-
3. Before the date of the final inspection, the Contractor shall Schedule 10 with solvent welded joints. 2. 120 volt power connection to the automatic controller shall be
transfer all information from the 'as-built' prints to a•
facture[. provided by the irrigation contractor.
procured from the Architect. All work shall be
neat. in ink and subject to the approval of the GTY3. All electrical work shall conform to local codes, ordinances and
/. Pipe shall Be made crew NSF approved Type I, Grade I PVC union authorities having jusisdication.
1. The Contractor shall dimension from two (2) permanent points of compound conforming to ASTM resin specification 1785. All pipe PART 3 - ENKVVIOM
reference, building corner, sidewalk, or road intersections, etc., must meet requirements as set forth in Federal Specification
the location of the following itemss PS-21-70. ISolvent-weld Pipe). 3.01 INSPECTIOM
a. Connection to existing water lines. S. PVC Solvent-weld fittings shall be Schedule 10, 1-2, II-I NSr A. Site Conditions: N. Remote Control Valves: w
b. Connection to existing electrical power. approved conforming to ASTM test procedure D2166. 1. Install where shown ondrings and details. When group d
c. Gate valves. 1. All scaled dimensions are approximate. The Contractor shall together, allow at least twelve (12) inches between valves.
d. Routing of sprinkler pressure lines (dimension max. 10o, 6• Solvent cement and primer for PVC solvent-weld pipe and fittings check and verifyall size dimensions and receive Install each remote control valve in a se
shall be of t Gr�T1''� pirate valve box. Align
along muting!. type and installation methods prescribed by the approval prior to proceedinq with work under this section. valve boxes to each other.
e. Sprinkler control valves. manufacturer.
t. Routing of control wiring. 2. Exercise extreme care in excavating and working near existing 2. R4 6 the Controller and station number on each valve box top
9• Wick coupling valves. 7. All PVC pipe must bear the following markings: utilities. Contractor shall be responsible for damages to with epoxy or exterior enamel paint.
Is. Other related equipment as directed by the cmy utilities which are caused by his operations or neglect. Check
a. Nominal pipe's name existingutilities drawl existing y 3. All valve boxes installed next to
S. On or before the date of the rima] inspection, the Contractor b• Nominal pipe size drawings for exasti utility locations. pavement or cured shall N
C. Schedule or class
installed flush to grade ani 1' from the edge of pavement.
shall deliver she corrected and completed to the 3. Coordinate installation of sprinkler irrigation materials, I. Flushing Architect. Delivery of thel.•Ml/f, will not relieve the Contractor d• Pressure rating in P.S.I. including pipe, so there shall be NO interference with utilities ng of System:
of the responsibilityof furnishing r. NSF !National Sanitation rouwfatiewl approval or other construction or difficulty in planting trees, shrubs,
ng required information that may t. Date on extrusion sad 1. After all new sprinkler � in place and
he omitted from the prints. ground covers. p pipe lines
connected, all necessary diversion work has been completed, and _
C. Controller Chastss
•. All fittings shall bear the manufacturer's name or trademark, 1. The Contractor shall carefully check all grades to satisfy prior to installation of sprinkler heads, the control valves shall
material designation, sire, applicable I.P.S. schedule and NSP himself that he may safe! be opened and a full head of water used to flush out the system.
1. As-built drawings shall M seal of approval.
y y Proceed before starting worn on the y
approved by the � before sprinkler irrigation system. _
`�
controllerJ. Sprinkles Neadss
charts are prepared. C. PVC Non-Pressure Lateral Line Piping: 3.02 PREPARATION �0S2.
1. Install heads where shown on drawings. Do not exceed maximum �O �C� 1•IC�jy 4.
Provide one controller chart for each controller supplied. 1. Non-pressure buried lateral line piping shall be PVC 9CIr4 q suggested by manufacturer. � '0
�• A. Physical Layout: spacing shown on drawings or s ��+ti
3. The chest shall show the area controlled by the automatic with solvent-weld joints. � �
controller and shall be the maximum size which the controller 1. Prior to installation, the Contractor shall stake out all pressure 3.01 TEMPORARY REPAIRS 4ct..3i
door will allow. 2. Pipe shall be made from NSr approved, Type I, Grade II PVC con- supply lines, routing and location of sprinkler heads.
pound conforming to ASTM resin specification D174,/. All Pipe A. where it may be necessary to excavate neat existing trees. exercise CITY 0 RANCHO C U C A M 0 N G A
1. The chart is to be a reduced draw! of the actual ss-built must meet requirements set forth in Federal Specification y approved b Architect injury. ]►
2. All layout goal! he • y prior to installation. care to avoid in us Excavate b hand in areas where 2 inch and
ng PS-7-22-70 with an appropriate standard dimension ratio. larger roots occur. Tunnel under and heavily wrap with several h V
system. Nowvor, in the event the controller sequence is not
legible when the drawing is reduced, it shall be enlarged to a 5. water Supply: layers of burlap, roots 2 inches in diameter except where directly in 7
size that will be readable when reduced. 3. Except as noted in paragraphs 1 and 2 of section 2.01C, all the path of irrigation lines or conduit. Where a ditching machine is
requirements for non-pressure lateral line pipe and fittings 1. Sprinkler Irrigation system shall be connected to water supply run close to trees having roots smaller than 2 inches in diameter.S. The chart shall be a blackline or blue line ozalid print and a shall be the same as for solvent-weld pressure main line pipe hand trim walls of the trench adjacent to the tree, making clean cuts. IRRIGATION
SPECIFICAMONS
� P points of connection as indicated w: the drawings. ) q
di.ferent color sha:l be used to indicate.the area of coverage and fittings as set forth in section 2.015 of these specifica-
9 Paint cut and damaged roots 1 inch and larger with two coats of Tree `�--�-
for each station. tions. 2. Connections shall be made at approximate locations as shown on Seal, or other approved. Close trenches adjacent to trees within 21
drawings. Contractor is responsible for minor changes caused P
hours, or shade the tree side of the trench with burls or canvas.
G. When completed and approved, the chart shall be hermetically D. Brass Pipe and Fittings: actual site conditions.
sealed between two pieces of plastic. each 3.OS FIELD QUALITY CONTROL J
P P Piet. being . minimum TRACT 13063
10 mils. � �,L,f►p }►�t�jQ. 1. where indicated on the drawings, use red tisass screwed pipe C. electrical Supply:
conforming to Federal Specification ltww-P-3S1. A. Adjustment of The System:
7. These charts shall be completed and approved prior to final 1. Electrical connections for automatic controller spoil Be made to
inspection of the irrigation system. 2. Fittings shall be red brass conforming to Federal Specification electrical pointsof connection as indicated on the drawings. 1. Flush and adjust sprinkler heads for optimum performance and to APPROVED BY DATE
Operation and Maintenance Manuals:
otwW-P-160' prevent overspray onto walks, roadways, parking areas, and CITY ENGINEER R.C.E. NO���
0. 2. Connections shall be made at approximate locations as shown on buildings.
Z. Gate valves: drawings. Contractor is responsible for minor C44,6•I6% caused by DESIGN BY RECOMMENDED-
priorPrepare and deliver to the GITY within ton calendar days actual site condtions. 2. If it is determined that adjustments in the irrigation equipment
prior to completion of construction, two hard cover binders with I. Gate valves 30 and smaller shall be 12S lb. SNIP bronze gate can make the system more effective, make the approved adjustments THE
three rings containing the following information. valve with screw-in bonnet. nonvising *tom and solid wedge disc. 3.03 INSTALLATION prior to plantings. Adjustments could also mean changes in KEITH :�
nozzle sizes and degrees of arc. DRAWN BY. -•-•� SHEET
2. Gate valves 3' and smaller Mall have threaded ends and shall he A. Trenching: "'b
equipped with • bronze handwheel. 3. Lowering raised sprinkler heads must be accomplished within tan '' T
days after notification by Owner. _IDa.r.agwCAwMmCA92"(-WOWasm L44 OF 7
CHECKED BY- NO.DRAWING
1. Set sprinkler heads perpendicular to finished grades unlessR.C.E. NO.
otherwise shown on drawings. DATE J08 NO. Alai-001 l 1���
SHM # IV OF
i
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PLANTING LEGEND
svomm SOTAMCAL NAM COMMON NAME «a « ,► i +
O EUCALYPTUS R!O AUM is AAL
CAMALDUL.EN161;
MAANOLUI ARANDIFLdu owl"Em is AAL (o r'-o"0 G•
-
on •w►.ESTIC BEAUT,r MAGNOLIA
O PLATANUS ACERIPOLAA LONDON PLANE 24. 61091
TREE +
GRANA POAVPLOM ALSTPALYW WILLOW 15 AAL to ld 1r 0 to }
PITTOSPOMUM TOOMA ' TOMI A s GAL rl_ 41-O"0 C• 'Poll. l•
•YARIEOATA' +
k +
INICALLpsA gylIXIII ESCALLONIA s IML
® JASMINDIocs sTM .IAfMNIE Lt, O G .
tp �
- �,=sic � - � ►mss
® HfMIID YELLOW 1 AAL 1r O.C. ` ptY-DIND 4
DAYLILY _
. � MAMTHON TURP HYOROSEED
+
♦ s GAL ATTACH TO WALL
C4YTVV irra�' 71't, t +
HK LAID AVEMJE +
DSCA F Imre
S / 3 ���� ��K t S �P�,
CITY
• y y1 DESCRIPTION OF REVISION DATE APPROVAL
o
® 6 1 1 9 10
" N ' CITY OF RANCHO CU CAM ON GA
AREA 'Ao Si �tu►eE �
• N.T.S.
/4 SI S9 61 13 e
s3 of__._.O ��`
PLANTING PLAN
/3 IS II 13 12 11
IS 52 SI 60 61 12
/i SI 56 61 66 11
11 SO SS 62 65 1 10 16 11 11 19 20 TRACT 13063
12 1/ /95I 63 L64 69
APPROVED BY DATE Jr-17-37
R.C.E. NO.� 7
11 � qTY ENGINEER /
10
p ' 31 31 36 35 3/ 33 32 31 30 29 21 21 26 1S 21 23 22 21 DESIGN BY. E ,.,,.. RECOMMENDED
I./
4 T ,•��
39 8 KEITH
ORAw�+ BY: „ "4 NIFS "rte:" SHEET
NG .�O,v.,.,...,�w.M.,.,G WDM,•,.,7# LS of 7
tA ► � SITE MAP
CHECKED BY: DRAWING NO.
1•=3 0' p,�•� R.C.E. N0. / 70
Fes! DALE JO8 NO. (
SHM >i
6 city of rancho Cucamonga STANDARD
DRAWING
All areas to be hydrosaeded shall be subject of rood All plants shall be sot at such a level that attar settling �,� r
This section includes services, labor, materials, eradication program. they Agar the sass relationship to the surrounding finish t
transportation and equipment necessary to complete the grade as they bora to the soil line grade in the container, . 1(44
landscape planting and construction as indicated and broadcast 12-12-12 fertilise at a rate of 100 lbs/ac. unless otherwise indicated.
specified. Fir-+I 6PtT.�. . . M��. • '•
Mater site for a minimum of three weeks to germinate reeds. Planting tablets shall be placed in each planting bole at _ •� 0-
GErrDtAL RspUugg: the following rates: _
Apply contact wed killer par manufacturer's specifications. -
The term "Planting Area• shall mean all areas to be planted Discontinue irrigation for a minimum of 4 days after 1-5 gram tablet per liner ark flat else plant.
with trees, shrubs, groundcovers, sod and mead. application. 1-21 gram tablet per gallon container. . r
2-21 gram tablets per gallon container. Y = rr Rh-`' Fir�2� t ,wenn, •',. t
Perform actual planting during those periods when weather continue rater application for a minimum of two weeks. 4-21 gram tablets per 15 gallon container. j'' ^' ?EP-
and soil conditions are suitable in accordance With locally 1-21 tablet r'f"� ' •
y Bras Per each 6 inc�b of hos also. 4 ..w ......e A � � •4`. � -
accepted horticultural practice. At the and of this irrigation application manually clean and "
remove all weeds. Mo plant will be accepted it the-rootball is broken ssI ALL- MK-
r 5" 4wos.
Remove froe the site, rock and other growth or debris cracked, either before, during, or attar the process of - i,
accumulated during the duration of the landscaping. t process for a second week kill and manual cleans installation. ` .
hePea p ng �� �P(I J�rfw-�j• Jrk,G•-1PrrLa -.•.
and removal of woods. 4--live �4-•
before excavation for planting or placing of plant All plants shall be thoroughly watered in to the full depth
materials, locate underground utility lines still in use and RD!1111� APPLICIM09 of each planting bole immediately after planting. r '
take proper precautions to avoid damage to such
improvements. in the event of a conflict between such lines sandals and rate shall be se specified on plans. All trees, IS gallon and larger, shall be staked ' with two NOT9S
and plant locations, notify the City Inspector who will wood stakes, driven in t s ground. rhe stakes shall be
arrange for the relocation of one or the other. Contractor Rydr,oseed amendments. shall be applied as specified in driven in plumb and secures. Spacial care shall be taken Sue ass list rs► Praw spacing'
will assume responsibility for making repairs to damage the soil test. that the driving in of the stale does not damage the tree
resulting from landscaping as herein specified. roots or rootball. Tree ties shall be fastened to each
Mulch material shall be 2000 The virgin wood fiber per acre. tree and stare by looping figure a's with the inside
Perform grading and soil preparation only during the period 6 diameter of the tie at 2 or I times the diameter of the tree
when beneficial and optimum results may be obtained. If the equipment used for the application of slurry shall have a and by Ling the bock of the tie to the stake.
moisture content of the soil should reach such a level that built-in agitation system with an operating capacity SHRUB AND VINE PLANTING
working . it would destroy soil structure, spreading and sufficient to agitate, suspend and baoogoneously mix the Guyings all specimen trees 28 inch bons and larger to be
grading operations shall be suspended until the moisture slurry. Distribution lines shall be large enough to prevent guyed as Indicated.
content is increased or reduced to acceptable levels and the stoppage and to permit even distribution of the slurry over 3' 6' 6' L 3'
desired results are likely to be obtained. All landscape the ground. In order to facilitate proper coverage, the The staking and guying "all he accomplished in such a
areas to drain at 2% minimum. equipment must have a pump capable of exerting up to ISO psi sanuser as to insure the proper and healthygrowth and the I
Scaled dimensions are approximate. before proceeding with at the nasals. safety of the plants, property, and the public.
landscaping, carefully check and verify dimensions and Seed shall be delivered to the site in sealed bags and the The Contractor shall be responsible for all surface and , • •
immediately inform the- _ City Inspector of discrepancies supplier shall attest to its purity. subsurface drainage required rsicb may affect bis guarantee 4
between the drawings and specifications and actual of the taws, shrubs, and vines.
oonditiona. Seed shall be added to the slurry attar the natural rood 3 S
Quantities for plant materssls are indicated for convenience fiber mulch has been incorporated' Pruning atter planting shall be required on all trees, 6 2
shrubs, and vines wben necessary to provide the specified or
only, and not guaranteed. Check and verify count and supply A green color additive shall be used In the slurry for approved standard shapes, form and sizes characteristic to y 601
sufficient number to fulfill intent of drawings. visual inspection purposes. each plant. pruning may include thinning, topping, and �' /7�/ TREE PLACEMENT
cutting ad shall be under the direction of the City ELEVATION • • -�
Adequately stake, barricade, and protect irri •ti on Seed shall not remain in the mixing tank for a period Inspector . Cuts over 2/6 inch in diameter shall be painted
qq ter than thin minutes. with an approved tree sealant. 1
equipment, manholes, utility lines, and other existing tee' y property during all phases of the soil amending and grading STANDARD
rhe slurry & ee applied
bll be in a sweeping motion. care `
operations. ��/ city of rancho Cucamonga DRAWING
shall be taken to distribute the sl evenly overall Plmatimg t I Y
•
Pure grading shall be smooth and even to all constructed surfaces be treated. T elements, i.e. walks, buildings, etc. being o shall be planted in the areas Indicated. 2"
speCiasss l7�w selection: IN=$ grouusdo--- plants shall be rooted cattle" grown In flat&,City Inspector shall be called to site b verity inclusion and &hall semain In those tlats until transplanting.
of all specified ingredients ter hydroseedinq application
I. Contractor shall notify City Inspector to where prior to spraying. A11 groundoorer plants shall be planted with soil aeamnd
specimen of material is to be obtained is days prior to roots in staggared rows, evenly Wooed at the intervals PLAN VlZtl
delivery tp site for approval. indicated.
2. Immediately remove tress not approved. Areas to be seeded shall be moistened to a depth of six The g as planta shall be planted suffioiewtly deep to LEGEND:
2. The Contractor at his ion and at his isobae (S•) but shall not be wet at the surface at time of cover all roots and a s gram planting tablet slump be laced
-pt �. my application. in sock planting bole and shall be Iaedistel =ed 1. WALL. OOUSu sTAK
retain the services of the City to review taws is attar planntimg until *be entire area is eeeasd 1 the full 2. FINISH GRAD2.
gallon and larger tagged at the sur&ery or at its place Landscape ---tractor will be rmsponnsible to reseed bore depth of all bolas. 3. EYEBOLTS: SECURE VINE TO WALL WITH 5/8• DIA. EYEBOLTS t6• V.I.T. tehst Msos. ftswtes atmos*is
of growth, or as otberrise Indicated. spots until germination is 902 complete. IN LEAD SHIELDS INTO 1/2' DRILL HOLES I issgsMM Nes stakes esu MN• scats
rhe groundoover lanting are" shall be be" smoothed atter i. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S 'W L 1UM's IN
(31
Sarni and 2vas Samples: Typical samples, 2 each of all TI1R� �A03=1 planting to prWIX an even, smooth final finish grade. TAPE. 114&r,44u"S TO With da. wtgets Nes s#tsmts%as st wy 010
varieties and sizes (S gallon and under - shrubs, 1S gallon S. EYEBOLTS FOR FUTURE USE. 4AV9 ICOR-
.iM "ase prsssrwtlw •Wes, sake • &itNstum
and under trees) of plant materials shell be submitted for sodding at Iewm areas: 6. 8" x 6" CONCRETE VINE COLLARS IN TURF AREAS ONLY. INSIDE sr tT i^» v+Nswro •-• sem •hem^ st•ass
Finial Swedes shall be " indivetod. �„eizp3,of �� p•r•ItM r unusr i+ws N •assn. (Was tr
review a minisus,of 15 days before planting operations. RADIUb OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL ^prW4v90 WLJ&L. stakes /sr thea 'Ile t tac�wet
Finish gradeed s shall be measured a& the final water compacted Install safter Iowa areas which ars to be sodded are MINIMUM. ' It .,. s �"•'
Rejection and snbstitatioms Plants not confirming to W and settled surface grades and shell be within ♦ 0.1 foot of rototilled, soil conditioners inoorporated, rocks and debris r, • gravel back
lti�
requirements herein specified shell be considered detective, the spot elevations and graft lines Indicated. ramou►ed. t , t ftpklwd Ira"
and such plants, whether in place or not, shell be marked as
rejected and be immediately removed from the site of the Finish grades shell be measured at the tip surface of before aosmsnt of sed the areas shall be finish graded VINE ATTACHMENT rase M sued •wWW PM~
landscaping and replaced with acceptable plant materials. surface materials. smoot> th a uniform grade betwetn walk, curbo, steps aM 1?-fete-P .hues rselwirsr ar +pM«•s
The plant materials shall &sat all applicable inspections buildings. The contractor shell obtain approval of finish 4 "Not
required by lar. Plants shall be of the species, varlet , Molding and rounding of the grades shell be provided at all grades before placement of sod. pfq,.t ctTy ii-4pa `ci;L, s 4 ►
r • eshAN free s1 reAs r Ie ds. or
size, age, flower color and condition as specified herein changes In slope. greater,
as indicated. Under no codition will there be any Sod shall be layed in staggered rows, following the grade
substitution of plant specie, variety, or reduced sizes for All undulations and irregularities in the planting surfaces elevations. De not lay sod perpendicular to slope of grade. 7
those listed on the accompanying drawings, except with the remelting from tillage, rototillinsg and all other operations L
express written consent of the City Inspector. rhe shell be levels& and floated out before planting operations seeded &woos shall be there oly tsatared and kept aam rue SILL sawlet nRTKIIATt8s1
City Inspector shall be the site judge of soeeptable are initiated. e-nntimmeusly mist as required. WtO.t•oota K,�,,,Mq �,,,Ke»
material.
Tab precautions to protect and avoid dame" b sprinkler : sodded agrees which ds not show a peraehpt amt•:• at
for contractor shell be responsible fumaintenance of plant beads, irrigation lines, and other underground utilities grass w this 10 days atter installation shall be r ood&A
material until final acceptance. during grading and conditioning operations. until an acceptable stand of grass is assured. CONCRETE CLM W1 MEDW EI700M ^
Ground carer from flats shell be triangularly spaced. Final finish grades shell insure positive drainage of the FNSW AND EXPANSION JOWS
site with surface drainage gray from buildings, calls, and
AT 20'-O' O.C. MAX
QUARA02=0 WD ZZrLWZMXIiIM5t toward roadways, drains and catch basins.
RADW EDGES V2'(T
Guarantee shrubs, vines and g& usdoorers to remain healthy Fimal grades shall be acceptable to theCityIampaetorbefem
M) '
and vigorously growing for 90 days from Motion of planting operations will be allowed to begin.
Completion.
Planting surfaces shall be graded with no less than 2 ` �4 GI?ADE (G'C' AND/OR �M) TREE STAKNO DETAIL
Guarantee trees to live in a healthy oonditionefor a period percent surface slope for positive drainage. •�« f c �'7"7 w/ RG10T GpN?izl�L �nRitIEFZ 60
of one year from date of Notice of Completione.
e
Plants found to be dead and plants not In a vigorous o
condition noted within the guarantee period shall be Pill►MT1»:
°
replaced within 11 days. The layout at loostios4 for plants and outlines of 313 R®AR COM._4q- �IPw
Plants used for replacement shall be the same kind and else g ndc-►ar b be Planted ohell be approved on the site by
the City Inspector, before their planting. All such $" (N L�•� ZOI��
as specified in the plant list. They &ball be furnished, locations shall be chocked for possible interference with
planted and fertilized as originally specified. existing ;iderground piping, before excavation of holes. It
underground construction or utility lines are encountered in
s the excavation of planting areas, other locations for the
The maintenance period begins on the first day after all planting may be selected by the City Inspector . Damage
existing utilities shall be the responsibility of the
landscape planting work on this project is complete,
Contractor.
checked, accepted, and written approval tram the City
Inspector is given to begin the maintenance period, and Planting Tres, shrubs and Timees
shall continue thereafter for no less than 90 continuous
• calendar days• ecccavated bolas shell have vertical sides with roughened
surfaces and shall be of minimum sized indicated. Moles CONCRETE HEADER PRIVATE & CITY AREA
Continuously maintain all Involved areas during the progress
• of the landscaping operations and during the maintenance shall be, it all cases, large enough to permit handling and
planting without injury or breakage of sootballs or roots.
period until the final acceptance.
excavation shall include the stripping and staking of all
Plants and lawns shall be kept in • healthy, growing
condition and in a visually pleasing appearance by watering, acceplant ant soil encountered within the areas be excavated
ea
for
pruning, sowing, rolling, trimming, edging, fertilising, for plant pits and planting beds. protect areas that are to
restaki post and disease controlling, spraying, reed! be trucked over and upon which soil is to be temporarily
ng. Pe ng• ng. stacked pending. 1ts r*-use for the fillings of holes, pits
cleaning-up and other necessary operation of maintenance. and beds.
Landscape areas shall be kept free of weeds, noxious grass,
and other undesired vegetative growth and debris. Plants excess sell I mr'ated from the planing bolas shall be
found to be dead or in an impaired condition shall be spread on the sit• as directed.
replaced immediately.
The completion date of the contract maintenance period will Plants in can containers shall have the cans opened by
P Pe cutting vertically on opposite sides of each can with ' \
be extended, when in the opinion of the City Inspector, tin snips or other approved instruments
improper maintenance or possible poor or unhealthy condition nursery can openers, p PP
of planted material or unestablished noncovering lawns are for this purpose. All site
be removed to the , -- • \- - ---
P 'terve area or from Y o►NOSC,4 CITY OF RANCHO CU CAM ON GA
evident at the termination of the scheduled maintenance
period. Landscape Contractor shall assume responsibility The plant , &hail be planter: at approved locations with tbs _ _ �,
for additional maintenance of the landscaping until specified conditioner and soil planting backfill. --- �CY►LICf/rs '�� ssr�a�..�.��_
landscaping is completed and acceptable.
P p The plants shall be placed in the planting pits on the \ / �� /' / �� �/ tiV' �p N
Assume responsibility for maintaining adequate protection of backfill material which • has been handtamped and water ___
the areas. Repair damaged areas ieeediately. settled to the rootball base levels before the placement of �
�- w cy J A1
i \ \ �. O
the plants. After setting the plant., the remaining i PLANTING SPECIFICATIONS
around each rootball to fill all voids.
At the conpletion of each phase of work the contractor shall backfill material shall be carefully tamped and settled
'- - •�c ' �
clean the site debris in a lawful manner. During the �r ,�•-5-- - -- - __
process of construction the site shall be neat and clean at `� \ J' atc; AND DETAILS
all times.
Each tree and shrub shall be placed in the center of the \ �' TRACT 13063
'
hole and shall be set plumb and held rigidly in position
until the planting backfill has been tamped from around eachCI1l�����
rootball.
f , APPROVED BY DAA 4-1IJ67?
CITY ENGINEER __ _ — P.C.E. NO..&9/7
i t6sF�JP, DESIGN BY: RCCOMMFNDED
- 70 ,IMF
KI:;ITH _ _
.�R/4YfN .BY: CUNIPANTcS - SHEET'c
�-•�� I..._ ,. Yl &AP Mea La...%...U 92dd8! F7#;�r,.wor L6_ 017
OI '
_ CHECKED dl': DRAWING FSO.
SHRUB AND GROUND COVER SPACING �G __ R.C.E. No. j��/
J 1kTE_— B NO. A193-0C1 l o 70 6+-
SHMT OF
"
"7.7
N I i
. ►.� � � l Lam- - � .� ��'
'00
�u 145.• -
Tt✓ r .� i , W* `, I
i M01.0 -1-w mfx>.4, i
F I -rF 1104.o I •8�' _
--rw -1 4-u mgw.!L .Z A&" mac, c1*1b
X341.0
� o
1'1 +2 . �'"+ ': -rF r�q•I.o
NOT •A PART' r°P Or W41- To
7KI�Oo.y
1;)(J; CDHL.
.o 0 , O 1"4-7 - i 3 •�
T LI IW7 s
Tr
mmmmm�mmmAre tI)sq V_iCll� Wyk _ '
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cogG. cusp
n minr IF rY,.1 v ( f' -
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WALL LJEC 1 .ND �` ' •I>TP m" E. kJAL.L
.
NATIVE RIVER ROCK PLANTER WALL I r. t � y I,,+ tjo d
SEE DETAIL *A Lam. s s 11
nw 1303.0 .0 1 1 yG �,"� ,r�1► ,�I1
STUCCO WALL, MIN. 5'-i" 106-d-
5 —
O SEE DETAIL *AW A-0- —
�: 2
SLUMP BLOCK W MIN. S'-0' .S i is
3 SEE DETAIL 9N� L!!.
•� 720 I�,.o s °
NATIVE RIVER ROCK PILASTER W/CONCRETE CAP. � 5
SEE DETAIL OA09�r 4J9• 77 lm�.
7W I�1l.O A
IWI -W
11s I'�5•o ,
- 7T I .rF 130 ,p
lak
s _
7r (�.o T I.O
`f pp"N
o
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I�ornn�o Avg Tw 77 s -rte Ia'� t."p•f ca-IT 1+4 -1�c� (�) '� ' ► �P�
� 'AD-- rtJ. -la
7r 1*60.5
1T p3*- *
i T t 9
10 -ow *11QSCAA
A
.� R �
EA At -� ++ p E DESCRIPTION OF REVISION DATE CITY
vAL
will N.T.S. AP I X GANG. Gu �. '�!
1/ 53 st s9 61 73 -- =------- W ' �� CITY OF RANCHO/3
I Q FLoiK
U AM 4N GA
WOL 57/S 52 6T T1S 14 13 6 -1 m11'
6-1
/t SI Si 11 66 TI
/1 SI SS 62 iS Tt 1i IT •1 19 20 14 to
Uf C ��
EAST AVENE WALL PLAN
12 /t /f S/ 63 61 i! AUE�
w /1
< : It TRACT 13063
38 37 36 3S 31 3332 31 30 29 21 27 26 25 24 23 22 21
.;
3t APPROVED BY DAA Q ✓7-T 9
•
CITY ENgNEER R.C.E. NO.�p�
AREA 19 SITE MAP DESIGN BY:
THE ..,,, RECOMMENDED
KErM
DRA eY: "°�° COMPANIES ........
MR'!✓ . .....•-, SHEET
L7 OF 7
CHECKED BY:. DRAWING NO.
1•=3 O, T F. OB.Ho
DATE
SWET # Zcf OF