HomeMy WebLinkAbout1325-L DEVELOPER/OWNER
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SCAP AND E ARCHITECTURAL PLANS
QUINTESSENCE DEVELOPMENT COMPANY
3870 LA SIERRA AVENUE
SUITE 307
RIVERSIDE, CA 92503
7149359*1074
LANDSCAPE MAINTENANCE DISTRICT NO. 1
VICINITY MAP GENERAL NOTES SHEET INDEX
L-1 TITLE SHEET
L-2 IRRIGATION PLAN
L-3 IRRIGATION PLAN
L-4 PLANTING PLAN
L-5 PLANTING PLAN
y L--S IRRIGATION DETAILS
1. An Encroachment Porn* shag be obtalned from the City ENIneer prior to commencing any work. L-7 PLANTING DETAILS
rk
L-8 SPECIFICATIONS
W 2. AN work shall be performed according to current City standards and the Standard Specifications for Public Works Construction. L-9 SPECIFICATIONS
3. At the conclusion of rough ouq grading.rq, an agronomic Solis report shall be furnishd to the City Inspector and all such recommendations
from such a report ihall superrede soils amendment recommendations shown on the plans.
4. Upon oompiletion of Installation, a maintenance period of one hundred and eighty180) days Is required prior lo Anal acceptance of the
work by the City. Maintenance shall lrldude mowing, weeding, irrigation, pruning, raising tree root balls whlch settle below grade,
fertlltzing and appfyhg such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement.
J e cisening and sousting necessary b keep the "ation system In good working order with proper coverage. S9AVncement date for
the mints ance oerlod ahaIl ba apprgyyd In rrrItIng bX the CIix_.1nspar oL
S. Om oowtrofler chart shall be provided W each controfMr. 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-buitt system.
llowswer, In the event the controller sequence is not legible when the drawing is reduced. It shat! be enlarged to a size that will be
N readabie when reduced. The chart siw l be a biackline print and a different color shall be used to show the area of coverage of each
statlo�n.
When completed and ed the Public Works Inspector, the chart shall be hermetical seated between two aces of
Pio approved �
minim mils. thick. The chart shall be mounted using Velcro or approved equal of . These
plastic, each piece being a um of 20 is ng aggro eq type tape
charts must be completed and In place prior to Anal acceptance of work by the City.
. 8' wide x 6' concre►e mows shall be provided between all shrub) mundcover areas and turf areas. Mowst ' shall also be
13 �P � P� 0 �
provided beneath metal fencing and where City maintaint9d areas are sd(aceni to privately maintained areas.
7. SIdewok layout Is conceptual only. Approval of the Anal sidewalk layout shall be made In the Aeld and ad)usted as necessary to meet
MAINTENANCE RESPONSIBILITY MAP fold oorliftons as aPDroyW by the Public Works Inspector and Project Planner prior to Anal construction. N T
CO SUL ANTS
8. Appilcation of any chemicals shaft be by State licensed personnel.
9. Any trees within Ave (5) feet of watts, walks, curbs or other potentially root-damaged hardscape shalt be Installed with rootcontrol 5 FOR CIVIL ENGINEERING REFER
barriers. Prior to backfilling tree(s) planting, contractor shall have the City Inspect root barrier installation. TO PLANS PREPARED BY:
OWN re
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see SHEAT 2 sE� sN�rr .e 10. No trees shall be planted within three (3) feet of curbs. 1- 6 h�teCt MADOLE & ASSOCIATES
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$45 N. MOUNTAIN AVE., STE 105
OilP11 . All uses aro to be located: ten feet from any street light, power pole, or reinforced concrete box; Ave feet from any drive ,pe � UPLAND, CA 91786
approach, Are hydrant, underground structure (e.g. cirtrh basins, vaults) and sewer lateral or clean-out; and three feet from any Lat1 Ste 714.946.2949
water meter or sewer line.
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CITY LAAND5CAPF MAIP�T /`JCE D157-RICT CITY STREET TREES STREET NAME SPACIN.Q CJ
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34- 5 GAL EUCALYPTUS CAMALDULENSIS HIGHLAND AVENUE AT 30' 0.C.
21 15 GAL EUCALYPTUS CAMALDULENSIS HIGHLAND AVENUE
AT 30. O.C.
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9- 15 GAL EUCALYPTUS NICHOLII BROKEN STAR COURT AT 30 O.C. DESCRIPTION OF REVISION DATE APPROVED
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3- 15 GAL EUCALYPTUS POLYANMTHEM03 HELLMAN AVENUE AT 300 O.C.
5- 15 GAL LIOUIDAMBAR S. 'FESTIVAL' AMETHYST AVENUE AT 30' O.C. �O O
CITY OF RANCHO CUCAMONG.A.
SLOPE TREE �•
5- 15 GAL LIQUIDAMBAR S. 8FESTIVAL' TRACT 13357
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24- 5 GAL ABELIA GRANDIFLORA
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22- 5 GAL CAMPSIS RADICANSAPPROVED BY — DATE
22- 5 GAL PARTHOCISSUS TRICUSPIDATA § S :q
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GROU DESIGN _— REC 'MMENDED
11 ,375 S.F. GAZANIA 'YELLOW CLUMPING'
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10,200 S.F. HYDROSEED NATIVE MIX 7 - �' ---
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38000 S.F. HYDROSEED SLOPE MIX �I--Vj� ��AR� Ps d, 555, 1L---1 orT"91786
750 S.F. CONCRETE WITH ROCK SALT FINISH di SCORE LINES 74
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9 11:23 P.M. 1140 P.M. PRf-55U Rf-:; R54U LATpR - W I L K I r�S 600 5F9If-S GpHT> ?OFA SHAT-I- 61tIAWT 100$' i
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• VALVE A 8 Al 1:00 P.M. 1:16 P.M. t161E '1 S Iro-a 30 10
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SNE El
1. WRIDIf 111 K NHSTAUD AT A II RMP 4F 24• FW ANY STRUCTURES OR 1MRDSCA►IK.
NEMC-I-N 90CLOSVIR 2. ALL ABOVE MOUVA ASSVKV SHALL BEC&M 12) COATS B► KD M tlrR ANB (1) COAT
EXTERIOR DWM - COLOR AS SELtCTED BV L410SCAPE ARCnITECT.
IRRIGATION NOTES ELECTRIC »Ttt WHIR WAIT lS NEXT " A STRAICTM (L•. WALL, BVIL9111116. ETC.) NOU T TEST CBCKS BR
l I 1 �, .ry RAIN iIRD 3 LRC WITH YELLOW STRUCTURE OR
yVG 1 ID� D� � � 61 �UV Ey � �� �. RUBBER CAt�- SUPPLY ONE KEY � COLOR COOED NAP FOR, VA3.Vt
'M .�I,�•}'O �� � �) PER 12 QCV S INCLUDING NOS[ ��SCAPING LOCATION INSIDER (!~it. i.tC !.1 � a �'S�� SIB&.
^'� CALSE:NSE $000 WITH FLOW ••-----••--
r� �� � _-••-""�'r--iKR►1011 11RfV[RTa ASSEMBLY
SWIVELS. SENSOR (PLAN SIZED) ;
N1�1IG GoN wE t� ShhU� �E THE 1��6,Aq 1A N C,ortT I�cro�
�p�o�n aY G rTY� PLANTE C&EDt - INSTALL IN .,-- I I MALL MOUNT CONTCLOSUR• '
aril NIPPLE - TYPICAL (4) PLACES
yL l }-�� ��i d� PLANTER IED ONLY LB Naxiwuw I L� � I NOUNT YITRIN tNCLO1URi. ; ;
0� _ -� L 120 VOLT YIU IN RIGID STttL MASS 10' ELL - TYPICAL 2
r�))E �i6 �'j' ( ) rLActs
(��� Ft E p��EN�/ � (�-i � I�(� 6 _ ''�'- ----- -- COMDU IT (PIR LOCAL OODt) .
{i i�,�ql , _ H N ` '',�-- - M .41 00-OFF 9XTtRI 0 ITCROUT`L AND 110 VOLT -_----•-•-••-
/�� BRASS R!►Plt
H� 400R,VI N 1✓ = `,�� I tXTtRIOt OVTLtT TO BR PtOriDtOBT -
2► I?.D V OA'G. 9iL��i`i 41 v �Ep WITH Of�E Iq 60,0WTDr6 P f� = _ - _ = -, <l rte- CONTRACTOR.
INER WITH BO NES11
1 ( I COMMYIRt/CONRt
WIRE/C0011 M1S 111 3". MOREL SCREEN STAINLESS STEEL 1 NI N ICM. BO PVC CONDUIT w
SANT oFl° r-lr TWI.c a Ir VIBE CONCRETE PAG
G TI0N 5NA I , - 0.0 P��JIyH,h TIOH a ri� 5i G p -5 „10 BRASS 90* EL SCREWMINIM CLAM! t N' 2' 1 3' t ♦" CONCRETE ►OOTINC t vgLvE
���� �I�S V I✓��wV�GV "7 �� :J1i(+ YG� ,`1,c/ BRASS 90' ELL- MINIMUM (3) PLACES (L0" T YMt[S PER INIRACTARtR)
�`j �? 7 BRASS !o' STREET ELL N1N. ? INSTALL A MiMINIM OF I" ABOV! s� SL01E TO OR#lR AT NiM1M1AI ?i
IHSS NIPPLE 6" LONG 04 REBAR STAKE A, e' CRAA[ AND SLOPE TOP TO DRAIN SOIM[E FIMlSN E#A0[
L i ,1, r414ASg U nEP\ ptto/�vw1A%YSANd F� ,vIN6) ! BRASS 90' STREET ELL I 4 '� WATER
(24" LONG) d AT A MINIMUM OF 2%
i
�� 1 I� II Iw
RK ` 0
N r. r I Nil, GdN f J�GT�oN �IzGM G - 12 DI ? SURIAL MIRING TO U
P4E rO = VALV[St SUNOU AND TAIL EVERY
�N E CalnvLate, . I.rb Hor WI U-FU 61.7r INerpki t -ME 6" 15 FT.LINE TtO.C. INSTALL WITNIN MAIN �` A ` i MASS RIPrL[ • MlGI
6PP-I 6Y6,MM /r6 �JHwV Rt.tR TO DETAIL No.
(2) PLJAC(S
THE Df�W1H&6 WHEN Irl5o�• Iratr=1r Cl am
�I N h1��1� NE �hli�U. bE `nous IN THE F I�t,p UN- '' -
'�(,��' MOTtsi � �tAt�ARIOt rNA1ffT KKRS TYPICAL
terPEAL p�Nn�Gt�1./�hTa FIN 15H �1'I y '1 ,,G 1. INSTALL CONTROLLER nt N{fC. PRINTED INSTRUCTIONS AMO ►tt LOCAL COD[: � 1 (2) PLACES
b�t�gE I,INl.E55 prn��y115� MOVVH OD4)-mc1"IOH6 Cw'A've _ LOCATION 'TO Bt APPROVt9 IN FIELD BY TNI LANDSCAPE AACNITTCT PRIOR TOCDNSTVICT10' �" xN 40 PIC NMLt AMPTDRS
JP IF b• gFIFEK�NG&S or, gIF�E �1G�5 FINISN1 2 COATS DAM GRAN SEMIGLOSS ENAMEL. � � O
E o TYPICAL (2) ►acts
IH -rH b M6,A, t� m6H-jloNS EXIST / I PRESSURE SUPPLY 'L 2 corDaN YIRs TO Bt WHIT[ AMO CONTROL vlRt TO BL IID [N COLOR. '
3. NO SPLLC[S SPALL BI MAD[ BETVEEN CONTROLLER AND RENIOTt CONTROL VALVE. V b �I LINE To SYSTEMS
dTJG ,p MI6NT Har JN.� EEN LINE FITTING -- A. CONTROL WISING SEQULNCt CORRISPONDS TO 0PtILAT1NG SEQUENCE OF REMOTE CONTROL w.• . r --•
-`•1HR I r-K►GxioN coNTI�6vo , 511 ISE I� 1 N 'ME �NGI N VALVES AND AUTOMATIC SPRINKLE& CONTROL UNIT STATION CONNECTION SEQUENCE.
V
�--�PRESSURE SUPPLY LINE -
SEQU10C9 SHOWN OM DETAIL 15 FOR RtFtLtNCE ONLY Stt IRAIGATIUN PLAN FOR MASS 10• ELL NICK
o&ai usr,I.l,i, bU�N o��T�UGrIoF�� bI�FE�• coRUCT VALVE SIQUtNct.
!. RUN ONE t1TRA M I U (COLOR a ORANGI) TO FARTNt ST RCV • FOR ►UT'VRt 93t.
_ -•-
N I�5 �rin VAWt%h <'Nce7 �Ul t� 9 �ouair v .
�otz 0VrI MUM 6.49v&R/t&6 W I V VE kTT?Ntrla 1 of THe CITY 16
M I NIM�v. ovE196 P"( oNry FVrE-� ENtMvE ��°�CKF�o1�.1 PR E�/�I�TID I� DEQ IC E
W�I,Ics, eq-F,66-'sl W/iN ,l/0, 6TC • IH I'H E WEN? 11116 NUT I F I ai4 Q U I G K Co u P L R �•uTo rel o,-r'I� G�t�TR�I�I.E i� Ifs FPI50� EF�GL,
►s NUT PEFIFOW61:21 THE l fWK Gk=-
lv 3
PI pi Na, vAwES/m1, , Hvw1J wrf N- PIU
6.6 f'ONbI -f`( �R �N`(
- CONIC.VALVE BOX A C.1. COVER
IN PAVE0 AIDE IS FCR 'S16r4 c, MARKED 'IRRIGATION RCV•
I /I51oN5 r Nf,�E�'s Y, %MRISTY• Box 1 LID
a-/AN-/ANGArio L
ON `. ��n oH�L �
I *ktuo IN
6P Fz10 K L06 P,
ecu I PH 6w qp1" : To SPRINKLER - ANGLE ►IPE LL
SPECIFIED DEPTH M1TN 00 ES
NOT[
ROUND CONE. VALVE BOX COVER
Sp�IF-
Vf'�(,`J I N r,� SCH 40 PVC VALE ADAPTOR MARKED "IRRIGATION GATE-
IZu� I E/�5' (�I� �"�� tai Irl�1'/�t-I,EI� rr 1x 1. LOCATE HEAD 2` FROM WALKS. CURBS, MAROSCAPING. NOW STRIP, MCADER BUARO, AND "CHRISTY* FL8 BOA i FLOG LID (OR EQUAL)
EDGE OF LAWN. SCH so PVC W ION N LAWN ARE FINISH
`•"^'I I I I �1� 3" IN PLANT BEDS
IntTls V6 I�ESf'vt�Sll31LIrYG�-T1-I� b/\-�'ID I.17�b �j�I�G�T1Or44� 2. LOCATE STREAM Sr+uT/tuBBLERS i" FROM All STRUCTURES, AND SPRAT HEADS 12" FROM All BRASS NIPPLE GRADE
I��IGl-rIU� �O STRUCTURES IN SHRUB AREAS BUT B" FROM ALL STRUCTURES IN GROUND COVER AREAS.
I✓ I U/ I?-� N I MSVUr �NI'�-I E 3. USE TEFLON TAPE ON ALL HALE THREADS. 10 IN LAWN MEAS
*SW-TITE• WTERPROOF CONNECTORS -,� 11 i
�O !J' 'iG1FIG�1 1��7 3' IN PUNT BEDS ,I1 I!�
ELECTRIC CONTROL VAIrE �'I 1 �►1
nI p� EN�s, I�•_r10N bi-Tio INSTALL HEADS WITH INTERNAL CHECK VALVE ANO/OR PRESSURE COMPENSATING FEATURE ASE - U ll
O�V�lial R�t/�IN ll�G �` 1 , ' � " ✓v 11/ 'IL`� NFO"- ►Ea TME Iaa1GATIDN PLAN. FINISH GRADE _ ,I„,if AI
I/2" AGOVE FINISH GRADE POP-UP SHRU6 MEAD
TAIL EXPANSION
FINISH GRADE LOOP (MIN. 24' LONG)
AE �I
-
MM SSTZVALVE
VALV
VLVYOM THBRNE1AN
DWHEFL
IlI�I
vc GRASS NIPPLE
3/t• WASHED CRUSHED . �: :b , 3/4- WASHED CRUSHED
AGGREGATE + •' o • - `••: AGGREGATE BASE
-
-SCH DO PUC NIPPLE
_ 0--CONTR0L i CO!!CN MIRES SCN 40 ►vC HALE ADAPTORS
iv SCN BO PVC NIPPLE
MARLEX 900 STREET ELL (MINIMUM I" LONG)
SCH Bo PVC NSIPLE �. SCM 40 IVC SRSxT TEE PRESSURE SMOKY LIME 5n:
SCM �0 PVC TRT 90• ELL 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
(6" LONG) NOTE:
1. INSTALL CONTROL VALVES A MINIMA OF 1r FRON STRUCTURES OR MAROSCAPING.
2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS.
3. PLACE VALVE 901 AT RIGHT ANKLES TO STRUCTURES OR HARDS"ING.
PRESSURE LATERAL LINE B FITTING B• PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOIL.
S. ATTACH •CHtISTY• VALVE IDENTIFICATION TAG WITN A►►RI711PRIATE CONTROLLER NO .
MIAKI,EY 90' yrKerT ELEOW VALVE MISER , TO CONTROL WIRE.
95 M olrEE co L. VALV E 61 ATE VA LV 5-
1 tJISN l �pE
�= ►-,--TtFr)e-L L4l E
-- Mr10 La04E
--
-"TIC amt _ C.01`4TR01- WIDE
COMMON WIRE
VALVES kz,
I
/ CONTROL To Uq% z_ �" DESCRPTION OF REVISION DATE
�
O WIRES M1t� , 10 - _ I. �`Lt_ FL,,STIG FIPIN&TO BE
cALSENS %N^KED IBJT�Et�.NF,s. CITY OF RANCHO CUCAMONGA
E pv�.,xs�,����y .
1.EN6-fM �p�QuI�D
O �. �uhlDt,E � TAPE WII�IN�
WATER FLOW IN , - -3.TiE A 1.-005E .700LOO PIN TRACT 13367
q0 ANOt�g
- �il,o V`II1ZINln �T CN�N�E ot=
GAN �`� �R�TTE� IRRIGATION DETAILS
0 o M 'f� NwNg f o
Tr V-N 30. w N-ri E ^L.L Loom
PRESSURE 1 � �I � �-- ��h1.�t��120WNUt�
PR MASTER FLOW HACK-FLOW WATER R ? I)I �`�, �`vE BEEN M�dE ? �2
REDUCING VALVE SENSOR PREVENTER METER APPROVED BY: DATE:
' VALVE
�f, SEE IRfw-I&,,A►"TIDN SPEGJFI- CITY ENGINEER R.C.E. -/ a 397
ce--not- J For- mA r KF:iL.L DESIGN RECOV"ENDED
p.Np Gp�Ip�-HON �RPi AVANT GARDENS
f\EQUI IzEMENTS. DRAWN
Landscape Architecture
� r. t SHEET
I R 1(.�,�T I� I"f rA,_'77 DEAD �1�EI-�CN �tP� . 984 W. FoothiN 9"..Ste. C L-6 o f_9
,� / Upland. California 91786
Q F� ri' �U hI liI by �i �/(-- p1 )"✓- 1•//7
CHECKED 714.985.5551 DRAW1%r NO.
.� L
S H'v1-:_-1, �L-
city of rancho cucamonga STANDARD
DRAWING
I. STAKE TREt KRKNOICULAR To PREVAILING
WINO.
2. PLACE 'GROW-►OWER' TARS IK PLANT
CONTAINER ►1104 TO PLANTING FOR
OBSERVATION "POSCS.
-_
TOP OF STAKES S"WALK
s
��C�i � 1 �� c)s w� 3 1� 3 IM IN TRUNK e • � Erco
� 1.
RBE7IERr
-TIT- TREE TIE (ll PER S►EC1riCAT1ONS jT
(2) TIES SPACED 12' A/ANT FOR CITY =S - t� p r
• 12'
ml iNll1 STR34"APAF�T SET TREES Ort CIPI[H TIES IN Z PLACES
• I APPROVED TREE STAKES ORTStuRE TIIBT^'rB;D t
• (2) ►ER SPECIFICATIONS Stm"ALK
uADR cuARn EN TVRr Anus
• &' 014. PVC KIFORATC0 PIPE - FILL WITHs'�' �
• 1/2' WASNEO CRUSHED AGGREGATE OAS( KILL Q e C#i1FV[ 10101,11,011114c" ! • }r "1 S�
• t
LENGTH OF PIPE (LOCATE )I' FROM TRUNK) ` j Co.:,A
• •• l' /E1" TO FORM DEPRESSED WATERING
• ' BASIN FOR CIIDUYD COVER AREAS +;' S s
L. 2" THICK CNTPPa SILCN N+�n Id UDFOOR>"
` �;�� tTN1lGTURt •
94460, boom.
CONTAINER AM BALL
'GROW•POKO' PLANT TABS PER .\
IM UFACYLRER'S RECONENOATIORS J
Zt T E BKIr1LL Nil PER SPECIFICATIONS •
Rrlrtrt snit
RANT PIT TO BI (2) TIPRS THE
WIDTH Of THE ROOT BALLS I?-
BELOW TH( BOTTOM OF TN( ROOT
BALL
Go�G �T� WK 61,-f FrI01F, 1-11 EZ--;;i �
city of rancho cocamonga STANDARD
DRAWING
1
3 6 6 3 1. WANGLE R)ATTto KVI if 1,010U
NIM ALL IMS At tOW OF JWT BAtt VItN VATtl
IOP HOU. BO NOT CRK l NOT &ALL. e
1 •
LLy �r • '- t 5 1. KKC *G BW-►OKI- TABS IN PLANT CONTAtKI PRIOR TO PLANTING POI 4IM"lITI01
• e
3
T
4 • e
6 6 -
PLAN VIEW • A 3 S
( DOUBLE STAKING
6 2 r Intal altl►ra1 LUN I 16" V. I .T. twist brace, f long" nailed to
ALL -MMS IN lodgepole pine stakes with gaiv.. roofing nails
ELEVATION •� g TO 1 2" dia. lodgeole pine stakes Ir long ('2)
with wood preservative stain, stake a mint*m
of 12" into undisturbed soil and align stakes
& F. 714,1CSS O� I parallel to center line of street. (use 12
4?l�LI I
stakes v�for�Eul✓1w
tle)p � s �&TO " TKATCO.LEGEND: w_AJ6^1L Tb T#
W
0 MURT �
11111"AC111 FP4409rav9l
backflp
1. WALL.
t t
2. FINISH GRADE. WIFILL Nit KI SPtCIFICATIONS
3 . EYEBOLTS: SECURE VINE TO WALL WITH 5/8" DIA. EYEBOLTS 1 finished grade
` CONTAINER PLOT MW Ull •' • . ( i •
IN LEAD SHIELDS. ?\\ _� PIT TO Bt (2) TIKS TK a Deep rOOt or equal control planter
4 . is GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN' S
WIDTH or rHt ROpt BAtt r, Ir 22-29-- 18-P when required or approve
TAPE. BELOW THE BOTTOM V THE NOT
S. EYEBOLTS FOR FUTURE USE. wtt " _ equal
6 . 8" x 6" CONCRETE VINE COLLARS IN TURF AREAS-ONLY. INSIDE —NIAttrt snit
RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL ackfitl free Of rocks 3" in die. Or
MINIMUM. greater
1.
v I NE Pt� T► N
pESCRPTION OF REVISION PATE
CITY OF RANCHO CUCAMONGA
TRACT 13367
EQWI PLANTING DETAILS
T APPROVED BY: DATE: 7
1. ALL SHRUBS/GROUND COYER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS CITY ENGINEER R.C.E. NO. 22397
OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. DESIGN RECOIL MED
A�11E� AVANT GARDENS 110,
landscape Architecture
DRAWN MEET
C00\115^ 60,4610,61 UpIRnd,California 91756 •
CHECKED 714.985.5551 DRAV,"W NO.
sKE�T-1,�5 ov
2LCUUN i@, IRRIGATION SECTION 1C PLANTING
PART 1 - GENERAL PART 2 - PRODUCTS
E. Backfilling: PART 1 - GENERAL PART 3 - EXECUTION
A. Includes furnishing all labor, materials, and equipment required 2.1 Materials and Equipment 1. Backfill for trenching shall be compacted to a dry 1.1 Scope 3.1 Site Condition
to provide and install the irrigation system specified herein density equal to the adjacent undisturbed soil, and shall
and required to complete the work per the plans. A. All pipe shall be schedule 40 P.V.C. conform to the adjacent grades without dips, sunken A. Includes furnishing all labor, materials, and equipment required A. No plant materials shall be planted until all operations in
areas, humps or other irregularities. Initial backfill on to provide and install the planting indicated on the plans and conjunction with the installation of the sprinkler system have
1.2 Requirements of Regulatory Agencies B. All fittings shall be schedule 40 P.V.C. All threaded fittings all lines shall be of a fine granular material with no specifications. been completed, final grades shall have been established
shall be injection molded. All tees and ells shall be side sled. foreign matter larger than 1/2 inch size. la ti areas have be .n ro ori ra dad
g 2. All irrigation lines under paving shall be backfilled p��E ��.EMpI� �
9 p 9 1.2 Submittals
A. Comply will all local and state codes, ordinances, safety Crrf �t-15PP� .
entirely with sand and compacted by means of power
orders, and regulations of all legally constituted authorities C. All threaded nipples shall be standard weight schedule 80 with 3.2 Ground Preparation
stated above. molded threads. All threaded nipples exposed above grade shall compaction. A. Furnish material invoices indicating the quantities of
be gray in color. fertilizers and soil amendments delivered to the job site. A. Remove from site dead or dying shrubs, trees, or weeds within
B. Obtain and pay for all plumbing permits and all inspections 3. Trenches shall be backfilled promptly after the open Material invoices must be approved by the Architect prior to proposed planting areas. When Bermuda Grass, Nut Grass or St.
required by authorities stated above. trench inspection. incorporating soil amendments. Augustine is removed, plants shall be removed completely and
D. All pipe and fittings shall be as manufactured by Lasco Co., thoroughly, including roots.
C. 'Notify the City in the event any equipment or methods meF. Control wires: 1.3 Protection
medicated Western or S.M. or an approved equal.
on the drawings or specifications conflicts with local codes, 8. All planted areas shall be thoroughly ripped to a depth of 12',
prior to installation. In the event this notification is not 1. Unless otherwise specified connections between A. Contractor shall check or locate existing structures, electric using a ripper with teeth no wider than 12" o. c. Where
PART 3 - EXECUTION controller and remote control valves shall be made with cables or conduits utility lines and other existing features or possible, the ripping should be done in two directiohs to reduce
performed, the contractor must assume full responsibility for � y g
revisions necessary. ' 3.1 Site Conditions direct burial wire AWG-UF type, installed in accordance conditions above or below the ground level that might be the compaction which occurs as a result of construction.
with valve manufacturer's wire chart and specifications. damaged as a result of his operation. Questions or conflicts
1.3 Submittals A. Before starting work on sprinkler system, carefully check all arising out of such examination prior to or during operation C. Stones or rocks over 1" in size, construction refuse, and other
grades to determine that work may safely proceed, keeping 2. Between controller and remote control valves, use a shall be immediately directed to the attention of the City deleterious material shall be removed from the site.
A. As-Built record drawings- within the specified material depths. continuous wire. Under no circumstances shall splices for necessary action or decisions before resuming or
exist. replacement at no cost to the Owner, for features or conditions D. Sail Prep planting areas as follows: ( For bid purposes only)
I. The Contractor maintain a complete and accurate B. Do not willfully Install the sprinkler system as Indicated on damaged through failure to comply with above procedures.
set of as-1- *It drawings. These drawings shall be kept the drawing when it Is obvious in the field that unknown 3. Where more than one wire is placed in a trench, the 1. To all planting areas apply the following per 1,000 sq. ft.
up to date with the progress of the work. The Owner obstructions or grade differences exist, that might not have wiring shall be taped together at intervals of 12 feet. 1.4 Alternatives and incorporate into the top 6" of soil.
shall furnish a set of drawings on which to record been considered in the engineering. Such obstructions or
as-built conditions. differences should be brought to the attention of the City. 4. Wiring shall occupy the same trench and shall be A. Alternatives will not be permitted, except where indicated. a. 3 c.y. of nitrolized wood residual.
installed along the same route as the pressure supply
2. The Contractor shall indicate clearly and correctly work
C. The installation of all sprinkler materials, including pipe, shall line wherever possible. PART 2 - PRODUCTS b. 100 lbs. of Gro-power.
installed differently from that shown on the contract be coordinated with the landscape drawings to avoid
drawings. By dimensioning from two permanent points of interfering with the trees, shrubs, or other planting. 5. An expansion loop of 12 inches shall be provided at each 2.1 Materials C. 300 lbs. of Gypsum.
reference, show connection to existing water lines, gate
wire connection and/or directional turn.
valves, pressure supply pipes, control valves, quill; D. Layout sprinkler heads and make any minor adjustments A. Nitrogen stabilized orgonic amendments as derived from wood E. Wet soil thoroughly and allow to settle. Repeat this
6. Sizing of wire shall be according to manufactures compaction procedure until oil
u � soil is stable enough to hold a
couplers and control wiring- required due to differences between site and drawings. Any g residual. p p 9
g such deviations in layout shall be within the intent of the recommendations, In no case less than x 12 in size. smooth, uniform surface but loose enough to permit aeration
3. On completion of the work, the Contractor shall obtain and drainage for 1
original drawings, and without additional cost to the Owner. g pant material.
one ( 1 ) set of Mylars of the contract drawings from the When directed by the City the layout shall be approved
D. Fertilizer shall be first grade commercial quality as specified.
Architect, and all changes as noted on the record set shall be before installation. G. Flushing the System: C. Soil shall be existing site soil as approved by the City 3.3 Finish Grading
drawn on the transparencies with black India ink. The Mylars
shall be signed by the Contractor as complete and accurate 1. AfteF all news Finish grade all planting areas to a smooth, uniform surface ready for
3.2 Installation sprinkler pipe lines and risers are in place
records of work as built. This set of mylars shall be and connected, all necessary diversion work has been
D. Plant Materials: planting. Planting areas to finish grade shall be 1' below finish grade
delivered to the City. A. Connections to the existing outlets shall be at the approximate completed, and prior to installation of sprinkler heads, of adjacent paved surfaces unless otherwise noted on drawings.
locations) shown on the drawings. the control valves shall be opened and full head of water 1. Plant quality:
used to flush out the system.
B. Controller Charts B. Assemblies: 3.3 Adjusting of System a. Plants shall be fresh, well established, vigorous,
1. As-built drawings shall be approved b the Landscape of normal habit of growth, free of disease,
g y 1. Routing of pressure supply lines as indicated on drawings A. Adjust valves, and alignment and coverage of ell sprinkler insects, insect eggs and larvae. Plants shall have
Architect before charts are prepared. is diagrammatic. Install lines (and various assemblies) heads.
healthy, normal root systems, well filling their
to conform with details on plans.
2. Provide one controller chart for each controller supplied. B. If it is determined that adjustments in the irrigation containers, but not to the point of being root
bound. t
equipment or nozzle changes will provide proper and more
3. The chart shall show the area controlled by automatic 2. Install no multiple assemblies on plastic lines. Provide adequate coverage, make all necessary changes, without .,
Plant sizes:
controller and shall be the maximum size controller door
each assembly with its own outlets. When called for, the additional cost to the Owner, prior to any planting.
will allow. pressure relief valve shall be the last assembly. a. The height and spread of all plant material shall be
C. The entire system shall be operating properly before any measured with branches in their normal position
4. The chart is to be reduced drawing of the actual as-built
stem. However, in the event the controller sequence is 3. All plastic threaded pipe and fittings shall be assembled planting operations commence.
sy c q when plant is installed.
using Teflon tape or equivalent, applied to the male
is not legible when the drawing is reduced, it shall be threads only, 3.4 Cleanup and Repair b. Multi-branched trees as noted on the drawings
enlarged to a size that will be readable when reduced. shall mean trees with three cr more trunks and all
A. Upon completion of the work, make the ground surface level,
5. Chart shall be blockline print and a different color shall C. Line clearance: remove excess materials, rubbish, debris, etc., and remove trunks shall be equal in caliper.
be used to show area of coverage for each station. construction and installation equipment from the premises. 3. Plant quantities:
1. All lines shall have a minimum clearance of 12 inches
6. The chart shall be mounted using Velcro, or an approved from each other, and 12 Inches from lines of Other S. Replace and/or repair to the satisfaction of the City ail
equal type of tape. trades. Parallel lines shall not be installed directly over existing paving disturbed during the course f a. Plant materials shall be furnished in size,
y p o this work. New
9
9
g
one another.
quantities, species, and in the spacing as indicated
paving shall be the same type, strength, texture, finish, and be or noted on the plans.
7. When completed and approved, the chart shall be equal in every way to the material removed. b. Ground cover materials shall be provided in
hermetically sealed between two pieces of plastic, each D. Trenching: - -
piece being a minimum 20 mils. thick. 3.5 Guarantee quantity adequate to fill the ehtire ground cover
1. Dig trench and support pipe continuously on bottom of areas at the spacing shown.
8. These charts shall be completed and approved prior to ditch. Shake pipe in trench to an even grade. Trenching A. The entire sprinkler system shall be guaranteed by the
final inspection of the irrigation system. �C7 (A (v E excavation shall follow layout indiction on drawings as Contractor as to material and workmanship, including settling E. Pre emergent weed abatement-Treflan or equal.
'Tof Crt`t' noted. Where lines occur under paved areas, these of backfilled areas for a period of one (1) year following the
1.4 Drawings dimensions shall be considered below subgrade. date or final acceptance of the work. 2.2 tuxes
A. For purposes of legibility, sprinkler lines are essentially
DESCRIPTION OF REVISION DATE PRO
y 2. Provide minimum cover of 16 inches for all pressure A. Backfill Mix CITY
TY
diagrammatic. Although size and location of sprinkler supply lines 2-1/2 inches and smaller. CiTY OF RANCHO CUCAMONGA
equipment are drawn to scale wherever possible, make use of _
1 me sol I.
all data in all of the contract documents and verifythis 1. 3 parts by volume
3. Provide minimum cover of 18 inches for all control
information at construction site. wires. 2. 1 parts by volume - Nitrogen stabilized organic TRACT 13357
amendment.
1.5 Materials to be Furnished 4. Provide minimum cover of 12 inches for all other
LANDSCAPE SPECIFICATIONS
A. Prior to final inspection the Contractor shall furnish the nonpressure lines. 3. Gro-power (12-6-8) 7 gram tablet.
following materials to the City: - 5. All lines under driveway and roadway pavement shall
a. Three tablets per 1 gallon plant
•7
s
have a 24 inch minimum cover.
APPROVED BY. DATE:
1. Two wrenches for disassembling and adjusting each type CITY ENGINEER _ R.C.E.NO. 223 7
of sprinkler head supplied. b. Eight tablets per 5 gallon plant. _ __
DESK! RECOFMDED
C. Twelve tablets per 15 gallon plant. AVANT GARDENS f�
2. Two keys for each automatic controller.
Landscape Architecture
tDRAWN K � SHEET
3. Four ke s for loose ke hose bibbs. d. Fifteen tablets per 24" box tree and larger. , • 991 W Foothill Rlvd. Ste c L-8 or
Upland, Calilomia 91786714.985•y y 'S tHECKED '.S DRIIl1l4iE,#G N0.
i
3.4 Punting Trees and Shrubs 8. Fiber shall be derived from cellulose such as wood pulp or Part 1 - General
similar organic matter. When used in the applied mixture, an
A. Trees and shrub planting shall comply with details on plan. absorptive or porous mat will result on the surface of the 1.1 Scope
ground. The fiber applied to the planting area shall be "GREEN"
B. Make necessary adjustments and excavate pits of circular color. A. Includes furnishing all labor, materials, and equipment
outline with vertical sides for all plants. Scarify sides and required to continuously maintain all areas included in
bottoms of all plant pits. C. Water shall be clean, fresh, suitable for domestic consumption the contract during the progress of the work, the
and free from such amounts of mineral and organic substances maintenance period and until final acceptance of the
as would inhibit germination or growth. work.
C. Protect roots or balls of plants at all times from sun and
drying winds. D. Soil stabilizer shall be "Ecology Controls M-Binder." 1.2 Maintenance Period
D. Set plants in centers of pits, adjusting depth so that crowr. of E. Fertilizer shall have a guaranteed analysis of (16-20-0). A. After all work indicated on the drawings or herein specified
plant will stand a 2" above finished grade. All plants shall be including all planting and sowing, has been completed,
set in a waterir.g basin which shall be 4' in diameter for trees 2.2 Hydroseed Mix - Ornamental Low Growing Native Mix observed and approved by the City, the
over 6' tall and 2' in diameter for trees and shrubs less than 6' Contractor shall maintain all planted areas by means of
tall. This basin shall be 3 or 4 inches deep. The bottom of the A. Seed mix of the following at the rate of 62 Lbs per acre: continuous watering, weeding, rolling, mowing, re-seeding,
basin shall be at surrounding finish grade. There shall be no Cultivating, spraying, mulching, trimming, edging, and/or
basins in lawn areas. Lbs Genus species any necessary procedure for a period of one hundred and
3 Encelia californica eighty ( 180) calendar days atter aforementioned approvals,
E. Cans shall be removed cprefully to avoid breaking the ball. If 2 Eschscholzia californica except that the maintenance period shall be extended to
unsuitable soil is encountered in excavation, such soil or 6 Lotus corniculotus 'Kato' include the time necessary to:
material shall be removed and sufficient approved soil for 1 Lasthenia chrysostome
installing plant material shall be provided. 1 Lupinus hirsutissima 1. Meet the requirements and approval by municipal or
4 Lupinus nanus county agency having jurisdiction.
F. Backfill material shall be as specified herein. 2 Linanthus grandiflorus
3 Calendula herteophylla 1.3 Requirements of Regulatory Agencies
G. If directed by the Lar_..r...jpe Architect the Contractor shall 3 Eriophyllum confertiflorum
prune plants in accordance with standard horticultural 1 Oenothera cheiranthifolio A. Any required spraying work shall be done in accordance with
practice. Cuts over 1/2" in diameter shall be painted with 30 Plantego insularis governing agencies.
approved tree paint. 2 Sisyrinchium bellum
2 Mimulus puniceus PART 2 - PRODUCTS
3.5 Planting - Ground Cover 2 Mimulus longiflorus
2.1 Materials
A. All ground covers shall be well rooted and shall be evenly 8. Fertilizer (16-20-0) at the rate of 600 pounds per acre.
spaced at distances as indicated on the drawings and shall be A. Ail materials used in conjunction with the maintenance
staggered in rows. C. Soil stabilizer ("Ecology Controls M-Binder") at the rate of 100 work shall conform to the material requirements originally
pounds per acre. specified for the work. `
B. Dig good sized pickets for planting so that the root system lies
free without doubling and so that roots are planted vertically, PART 3 - EXECUTION
not horizontally. D. Fiber at the rate of 1,500 pounds per acre.
3.1 Replacements
C. All Ground Cover areas planted from rooted cuttings shall be 2.4 Equipment
treated with pre emergent weed killer, Treflan or equal, A. Contractor shall immediately replace any and all plant
application shall be as per manufacturers specifications. A. Mixing shall be performed in a tank, with a built-in continuous materials which, for any reason, dies or is damaged while
agitation and recirculation system, of sufficient operating under his care. Replacement shall be made with plants as
3.6 Hydroseeding capacity to produce a homogeneous slurry of fiber, soil indicated or specified for the original planting.
Refer to Section I for Hydroseedi ng. stabilizer, seed, fertilizer, and water in the designated unit
proportions. 3.2 Repair
3.7 Guarantee A. Damage to planting areas shall be repaired
8. The discharge system shall be capable of applying the slurry to gimmediately.
A. All specimen trees 24" box and larger shall be guaranteed for the ground surface at a continuous and uniform rate.
one full year, all 15 gal. plants for 6 months, all 1 gal. and 5 B. Depressions caused by vehicles, equipment end toot traffic
gal. plants for 3 months, lawns for 3 months and flatted ground PART 3 - EXECUTION will be filled with soil, leveled and replanted.
cover for 30 days from date of final acceptance. 3.1 Site Condition C. Exterminate gophers and moles, repair damage as above.
SECTION 1D HYDROSEEDING A. Hydroseeding shall not begin prior to acceptance of irrigation 3.3 Clean-up
and fine grading. A. All planted areas shall be kept free of debris, and shall be
PART 1 - GENERAL
3.2 Mixing cultivated and weeded at not more than ten (10) day
intervals.
1.1 Scope
A. Seed; fiber, water, soil stabilizer, fertilizer shall be
A. Includes furnishing all labor, materials, and equipment required thoroughly mixed into a homogeneous slurry of the proper B. At completion of the maintenance period, all areas included
in the contract shall be clean and free of debris and weeds;
to provide and install the hydroseeding indicated on plans and proportions specified. It shalt have the proper consistency to all plant materials shall be live, healthy and free ' of
specifications. adhere to the ground surfaces without lumping or running. .
infestation.
1.2 Submittals 8. All slurry mixture which has not been applied within four (4)
- hours atter mixing will be rejected and removed from the C. Wash down all walks and paving areas only with high
A. The Contractor shall furnish certificates to the City for the project at the Contractors expense. pressure hose at least once a week.
following items: 3.3 Cleanup 3.4 Fertilizing
1. Fertilizers A. Apply Gro-power at' the rate of 50 pounds per 1,000
2. Seed A. Any slurry which is sprayed on adjacent buildings or concrete
surfaces shall be thoroughly washed and removed from the site. sq. ft. of tree, shrub, and ground cover areas, twenty-five
�. Fiber (25) days after the maintenance period is initiated.
4. Soil Stabilizer
3.4 Maintenance
B. Certificates shall be prepared by the supplier or distributor and DESORPTION OF REVISION DATE CITY
shall indicate the quantities and qualities of materials used. A. Maintain until established. See general maintenance r.Rovco
requirements in the Maintenance Section of these CITY OF RANCHO C U CAM O N GA
1.3 Protection specifications.
A. Adjacent areas and building surfaces shall be covered and 3.5 Guarantee TRACT 13367
protected during application.
LANDSCAPE SPECIFICATIONS
PART 2 - PRODUCTS A. Any areas showing sparse growth or no germination shall,
within fifteen (15) days of written notification, be
rehydroseeded with materials originally specified.
2.1 Materials
B. Guarantee period ends with the establishment of hydroseeded APPROVED BY: r DATE:
A. Seed shall be clearly tagged or labeled showing type of seed, ground cover areas and/or hydroseeded lawn areas full and CITY ENGINEER R.C.E.NO. 2397
test date, name of supplier and percentage of the following: without bare spots. Any reseeding necessary shall prolong the DESIGN RECOM"FRDED
A���
pure seed, crop seed, inert matter, weed seed, noxious weeds, maintenance period and guarantee. AVANT GARDENS
and total germination content. DRAWN Landscape Architecture SHEET
VA 964 W Foothill Rlvd. 'Ve ( L-9
Upland.calliorma 911Nh �F
CHECKto 714•985.55S 1 DRAVff%(0.