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MEADOWS 1 CONSTRUCTION PLAN �■, .,
2 CONSTRUCTION PLAN N a
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4 FRIGATION PLAN
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6 TREE & GROUND COVER PLANTING PLAN
7 SHRUB PLANTING PLAN
8 SHRUB PLANTING PLAN
9 CONSTRUCTION NOTES & LEGEND
BERN RDINO FREEWAY 1_10
10 CONSTRUCTION DETAILS
11 LANDSCAPE / IRRIGATION DETAILS
12 PLANTING NOTES, DETAILS & LEGENDS
13 PLANTING & IRRIGATION SPECIFICATIONS
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CITY OF RANCHO CUCAMONGA
VICTORIA MEADOWS
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GENERAL CONSTRUCTION NOTES 1 ON.STRUCT0N SYMBOL LEGEND V
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/ 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CON-
STRUCTION. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCRE-
��" 2�» ' ,^^v /� l �� /��I ; FANCIES. OONCIEIf WALKWEE
DETALS A-N SNEE1 10 FOR I V AL LAT(W
V 4w�� 11 ° l I`1 ` �M 2. CONTRACTOR SHALL VERIFY LOCATION or ALL UTILITIES PRIOR TO CONSTRUCTION AND FOR FINISH SEE
SHALL BE HELD LIABLE FOR ALL DAMAGES INCIIRRED. woo i G N .-4
3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT � y
rl&qLl,6� 4->5�5'44) WILL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECI- SLUMP 'ELOCKPElOYE7e1wALLW/WALL8TEF8 4 N
III FICATIONS. SEE ENG*MERS PLANS FOR RETAINING COMDfr10Nb ...�
4. ALL FORMS AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED AND APPROVED BY
2 NTm. �Q /1 4m' THE LANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ` MINOR WE GRAOMO NOTE B ti
1' ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) N
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PLANS PRIOR TO PAVING. � (� ;
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440j T I� �� I i. REFER To SPECIFICATIONS FOR ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. -l'L MAL BOIL sTATKM Wlr"VIVENED SOMALK i
0 _ *OF MALBOXES PER STATION SEE O ti
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•1 I I EX1BTt10 FEIONETER WALL TO RENIAN . `~w
4't4 repw=r �/= ,1� ............... 48'NT. STEEL 01ARORAB SEE •
CONCRETE & MASONRY NOTES ' C/) r '7
#P SLUMP BLOCK PERIMETER WALL ON'SLUMP BLOCK RETAWWM WALL- V
SCALE - i" : 1-<r1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 1 28 DAYS. SEE ENOWNEERS PLANS FOR RETAIMWNO CONDITION i DETAL
SLUMP BLOCK WALL a BLOCK COLUMNS��'" '
2. CONCRETE WALES SHALL BE MINUMUM 4' THICK -- FINISH: MIDIUM BROOM FINISH '4O / O
_ PERPENDICULAR TO DIRECTION OF WALK WITH 2' WIDE SMOOTH TROWEL FINISH BAND AT
094JOHT
LFOZOAH
�V� EDGES AND JOINTS. ALL WALK CONTRACTION JOINTS TO BE TOOLED ),ER DETAIL. EXISTING BLOCK WALL TO SE REPLACED-SEE ENOMEERS PLANS
3. GROUT ALL CELLS W/STEEL SOLID - IF RETAINING, GROUT ALL CELLS SOLID.
WIDE CONC.MOW STRIP SEE 9V00,{. r* 4. CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCK INCREMEWTS. 9S. ALLOW FOR ADJOINING CONSTRUCTION. REPORT AN DISCREPANCIES TO LANDSCAPE
� ARCHITECT.
�K 6. ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING CODES AND ORDINANCES.
z_
m-,40_v r*4Hl� 7. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR COMPACTED PILL (90• 5
lf) .r5 RELATIVE).
= I 8. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP 1 SPLICES. tit
�V • ALL RETAINING WALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
•!. DONE SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS.
10. MASONRY UNITS SHALL BE GRADE N-1 CONFORMING TO A.S.T.M. 690 AND MANUFACTURED IN QMH AP CSP S��Ll QG
ACCORDANCE WITH CONCRETE MASONRY ASSOCIATION STANDARDS. A Pevl� FgLLK) 5(pNNc_-I0N JdANT AT 4d o•C
11. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C150. AND AT ALL. CI•Wl'tJ 15 IN DIRECTcN.
wTtTVw� 12. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART
CEMENT, 1/2 PART LIME PUTTY 4-1/2 PARTS SAND, AND SHALL CONFORM TO A.S.T.M.
C270. Tufkf=OR CES GRAI�IRL
I't5 NC _C� ON PL-AN O
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13. GROUT SHALL BE FLUID CONSISTENCY WITH A RATIO OF 1 PART CEMENT, 3 PART SAND, 2 � r Z w
o . _ PARTS PEA GRAVEL. CTE
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O s
(� �1 � _ ••• � IS. CONCRETE BLOCK OMITS SHALL HE TAN SLUMP BLOCK. SUBMIT SAMPLES TO LANDSCAPE - `.:�� _j�I/.��'O� , _
ARCHITECT FOR APPROVAL PRIOR TO ORDERING. 6� a Com. �y�J i�TUf� /1.M O J z
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IL. CI1ANc IN Ta 1J4Ji �I lrvA.TIDN 'JFIAIL GGGt1R If� GNG 5T K�ILESv� I I
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Z r CONCRETE MOWSTRIP
1 lD REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. V
CONTRACTOR SHALL VERIFY GRADES AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY a 0
DISCREPANCIES PRIOR TO THE START OF GRADING. O
3 SLOPE ALL FINISH SURFACES A MINIMUM OF 11. V =
y 44 SLOPE ALL PLANTING AREAS A MINIMUM OF 20. Z E
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SO. FINISH GRADE IN PLANTING AREAS SHALL BE 1' BELOW ADJACENT FINISH SURFACE UNLESS •F� CONS�� NOTES N
OTHERWISE NOTED. 12004
60. REFER TO ENGINEERS GRADING PLAN FOR BALANCE OF PROJECT GRADING. 1. REFER TO SPECIFICATIONS FOR STANDARDS 0! MATERIALS AND WORKMAN SHTP. � a
CONTACT: CHARCHOL/HARTMAN `7
3 4 25201 PASEO de ALICIA, SUITE 100 2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO GOVERNING CODES AND ORDINANCES. '10 w
LAGUNA HILLS, CALIFORNIA 92653
3
(714) 581-4501 THW_ ~�
{-} . ALL WOOD TO HE ROUGH SAWN (ROS) UNLESS OERWISE NOTED.
' I 7G SUITABLE MATERIAL FOR TOP SOIL ENCOUNTERED DURING GRADING OPERATINS SHALL BE 4. ALL WOOD TO BE FINISHED GRADES IN THE FOLLOWING AREAS IN ORDER OF PRIORITY.. CEDAR.
, M LO
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�jN STOCKPILED ANG VICTORIA PARK LANE FOR USE AS THE TOP 4" - 6" TO ESTABLISH
WITH Z GAA•T* Or GI.D S. ALL NAILS TO BE GALVANIZED IRON. Voc
1 PeNcTr-�.�I N4 xl f -
�p���T a. VICTORIA PARK LANE - MEDIAN AND PARKWAYS 6. REFER TO UNIFORM BUILDING CODE FOR NAILING SCHEDULE.
- ---�'- r,*4 �f ���H �R TO',���.1 b. NORTK VICTORIA WINDROWS LOOP - PARKWAYS p
CGTED
r,-Y, I.AMd'S�#,p�p, 1^zL 'fT�T• C. OLVE:ubE� STREET - PARKWAYS 7. ALL STRAPS, BRACKETS, HANGERS, ETC. TO BE GALVANIZED STEEL OR PAINTED WITH ZINC p
" 1 ' d. INTERIOR STREETS - FRONT YARDS CHROMATE PRIMER.
•� CTH 4- ) � � "^�' ^^"'�"T10�WTl O SLOPES LESS THAN 18' IN VERTICAL HEIGHT AS SHOWN OR THE ENGINEERING GRADING 8. PAINT NOTED.ALL STRAPS, BRACKETS, HANGERS, ETI.'. TO MATCH WOOD FINISH UNLESS OTHERWISE
PLANS ARE INDICATED HERE FOR REFERENCE PURPOSES ONLY. THESE SLOPES SHALL BE
I'?1Z IV •�►(.✓y. M�)"�j�2�J r'�Zr< RotYsH 1N MODIFIED, WHERE POSSIBLE DURING THE FINISH GRADING OPERATIONS TO REDUCE THE !. ALL BOLTS SHALL BE CADMIUM PLATED, GALVANIZED Olt PRIMERED.
PERCENTAGE OF SLOPE AND ALLOW FOR A GRADUAL TRANSITION BETWEEN THE LOTS.
- CONTRACTOR SHALL MAINTAIN ALL FLOW LINES, SWALES, AND DRAINAGE AWAY FROM
BUILDINGS. 10. ALL CONSTRUCTION SHALL BE FLIIMH AND TRUE.
SCALE - 1/4" : Y - 0" O ALL AREAS TO BE PLANTED SHALL BE THOROUGRLY LOOSENED AND GRADED TO TRUE LINES, 11. ALL LUMBER SHALL HE SET CROWN SIDE UP. ---- _
FREE FROM ALL UNSIGHTLY VARIATIONS, LUMPS, RIDGES OR DEPRESSIONS. ALL STICKS, It. ALL LUMBER EXPOSED TO PUBLIC VIEW SHALL RECEIVE TWO COAT.OF.
TYPICAL MAIL STATION STONES, AND OTHER OBJECTIONABLE MATERIAL OVER 1" IN ANY DIMENSION SHALL BE THOMPSON'S WATER SEAL OR APPROVED STAIN. AS DIRECTED BY OWNERS
REMOVED FROM THE SOIL AND DISPOSED OF OFF-SITE AT A LEGAL DUMP SITE. REPRESENTATIVE.
CITY OF RANCHO CUCAMONGA
VICTORIA MEADOWS
TRACT 12832
CONSTRUCTION NOTES & LEGEND
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CONC. WALK FINISHING SCALE: 1 1/2•::1'-0CONCRETE STEPS SCALE: 1 1/2•::1'-On � CONC. BLOCK WALL NO SCALE BLOCK COLUMN/CONC. BLOCK WALL NO SCALE
+ ` _ 4vq PosT ++ � F�cE c4mcL-5
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�tyCE WITH DEVELOPER PRIOR 7t') f=-NCE n1!. i \
GONSTRI;GTtON C .. i CON�'?'!QJCT1oDEV�_.Ot'�R F'RIGR ?O (..N►j.L.5GE I'
• I rJSTs�I L ALL F GN U�'- 1- 51 DE GF !tis Aw A11 sic F�S GN UP- Ki SI tGE aF
R'7A1NiNG WALLS - SL.o� ocr7or�1 of SO IAIN!NO vii - SL i'e FSaT'rori ot= ( \�
N PENS Wr.-H GtA - 11TH;�> i , ALL ME,SMIc CITY OF RANCHO CUCAMONGA
_Y r: .S - LIC. i 1 t •
• ALL WOOV �cpoSEb To FL is v 1E�! zv �� /�Ll.. L o w �PSP% V s�!^i ! To gE tzoUC N I
`51- L t�EIVE 2 OF T� SoNS �,: � VICTORIA MEADOWS
" .wAT�f;..xf.. :� tom'
f wATE2�-FSI, otz Af'Co,�trp -STA4N. iil / I j SEE WOOt7
. ALL. I..li 4 FooT1N6, REINFoIeciNG 4 FoaTNq 't �� o ;,; Co'IGRET� tax. NGS Tri BE G�L.G't7 g'f A ( S�pa;�IpN TRACT 12832
V ZE TO BE Cs{-i by `3TIQUCTURA%L F-HIG . o �I STRtJGTJI2A:, ENGR. a �' ^.n NDTES s�IE�T
- SOIL. C4:1rIPPCT1oN PUR CIKIR�rtT SoiL.SSOIL Cc"r�;F,-6ii N PER CUNT 5oIL5 j i zi P-a" F 3
II RE"7 RECoNrTENI2^7j0N. I REI`ORT R' Cotl"fENDA�ION. <'G�: v p_<;rvGE� UME3FR G-A•1-E5 bl.Or.K
v ° -�{ --I -fes 11 P-,1S N'� T cowMrl. SCc o
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Illil 7 = 3
ff sY ' ' i j I ; j 1-- —1 CONSTR UCTION DETAILS� j l E?J(�lN��Z• I I ( l j ; I t i �j � P� SoiLS
l�
WOOD FENCE (cc; RETAINING WALL WOOD FENCE & GATES . - , n �..govac •• OAT`
NO SCALE WOOD FENCE NO SCALE SCALE: /4 ;1 -o C TYP. BLOCK WALL INTERSECTIONS N T s c„„ ENOIWmA am.a. ,,,o• .2 IS/7
OLf1ON gtC.DMMENDEO
ftVF-W;P!"!MWNG ORSE CONSUL77NG GROUP
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�J OA`ITf 9 74- L
1\1"!z
4=COUPLING VALVE
SR FWfH WITH POW MAS!NIPPLE
OLECTRIM (RADE M LAWN AREA tTYP S PLACES) L
PROVIDEDNT(M TA BE GRADE 0 FINISH GRADE 4Y
CONTRACTOR
BY 0l1RGIR1011 AR IGT NGL! �AIK,C". M OTHER AREA! MTE VMLYE
�IITMCT'Olt AI RIGHT ANNESm. 44
TO HMDSCAPE EDGE �. PAMln ARAOE TEST COCK(TVP
CONTRACTOR 40 TD PIIOVIDE 01CLOSURE WYE" . :• LAWN AREAS E PLACES)
1:Efii'1
M0.MEUS-I-M �.
N MouNTINRt/AaE INSTALL A! Mtn
PER MANUFACTURERS RECd11EN- A!NOTIDhi
DATION Irk mfPL"m go f emm**w /• _ ��R owt>w m � G
LOCK TOP GRADE E CM.• ` SIMILE AREAS TYPE �K M4LVE (GlAlt) O
R[CTRICAL COMM, TO SOUR E • •. -
' TO BE PROVE"N DEVELOPER fi/IL TM EKPANSIDII LOO► ;• •
(MIN. t4'1 G�Q•40 (GYw) Q.
SELL MOUNTED
D INSIDE
•• •'•. ,NONN
1Alt MOUNTED SIlIOE ODIIdETE FOOTING INSTALL SIAM LM STEEL CLAMP, �1
EICLOlIURE .ABO'Vf FKRStI GRADE AND SATlRPROOPEO VUR!CONIECTIOR 'NON-N!!Rt>AE •i ��� �� PVC lQI.M 111`
SLOPE CONCRETE AT LX TOOIMIM CINRSTY•S ID1AG(STANDARD) LINE FITTING •'.•• (TVP 2 PLACES)
i SECURE TO SOLENOID PIG TAN .f'
GE7S(ILS ; I t>DMT110L MMI[TO EACH R.C.Y. ADAPTOR!LE•l.lIIfT11 As 11[0'0
1 1 COMMON WINE TO ALL R.eYf MADE SON. 00 PVC NIPPLE '
I •
` �J W01MB(We Low•MMM.) NIPPLE Omni
1 FIRM GRADE LIM PIR sm.M IMC am MLVE -
` SIIRIIB AREAL / fOLENo10 000
ELBOW
X 210M.40IMC ITRT ELBOW N PIESIt�f
ME-DE
�1
.e•r•.Vl�•'": IOW AO.A1lTIER Mi1iE DOME KE► Q O
•�� ���Of i� PINE VAIPLT 00 rYC IIIP*LE NOSE Mff SOI/(GRAM � r ` �I
FwSAMlfI r,�L� •J �L' I�.�w FT O LINE (SxSxTl SIZE 0 LENGTH AS REO'D PK(SRASS � `�/
DE W,71. AOA►TOR • t�O1NRT EL00r(GaSl1 Q N
r (TY► 2 PLACES
AtEf)
6LCTRIVIL TAR£-TEPP WSIMO AT PVC LIE PIPE SUPPLY LINK LIME-INTAKE
INTERVALS OF dO.C. �e• PVC W (�
PVC LINEOW POE .N
PVC SUPPLY LINE PITTING Ite!•O) ~
1.2. CON"WINE TO OFMRNTE G CONTROLWP>F TO BE SLACK M DOLOR GALLEIN OTNERINE 1101!0. ��WIR SIGN.40 PMC STREET RA03► �E' � • bTr •.r
MVE° PINSIL" USI! L EOIAPMENT TO N MlTALLED AF A MMMUM DF leFRDM RRt21,G100l,ETC- L�
110 SPL1Cl3}IEEE E MADE BETWEEN CONTROLLER O REMOTE CONTROL HIVE IKIIE!! I t MLI!ARE TO E BIBTALLED N 5111118 ERAS UK[ff OFIEfRFNE APPROVED.
OTHERWISE OL APPROVED.
!) RMKN MORE THAN QE VALVE IS LOCARO IN THE fAME MEA. PROVIDE A SNVICE A MR � � M
S. CONTROL INURING SEQUENCE CORIIESPO T S TO OPERATING TI O WE IR REMOTE LAN#IL OF 3 FT APART MOTE' USE TEFLON TAK Nl•a!•REDWOOD lTRK[
VALVES 0 AUTOMATIC SPRINKLER UNIT STATION CONNECTION-WE SIRIOATION PLAN Pal MALL THREADED (ROUGH 1 !WHEN UNIT M 1lKT TD OUILDINf,WALL,ETC,TEST COLLI!ARE TO 0E O d
CORRECT VALVE SEOUEWX. !) USE TEFLON TAR 011 ALL TNRADED PITnNls FITTING MRL Sf"LO►If OR A! SITE ON NUMITOUTSIDE.
MEOUIRES =4,
TYPICAL AUTOMATIC CONTROLLER ASSEMBLY TYPICAL REMOTE CONTROL VALVE ASSEMBLY TYPICAL QUICK COUPLING VALVE ASSEMBLY C TYPICAL BACKFLOW PREVENTION ASSEMBLY Z Z
� V
ANTI-SYPHON
VACUUM EREAKER
\T• � MANUAL CONTROL VALVE SIDErALK,OA, IL"MAK.IIE7CT TO SOLI A•+r
WITH UNION ETC. 36'MIN, WHEN IN FRONT
OF PARKING STALLS • 'd'
FVC STREET ELGOW
• •. ••
FINISH GRADE
�b PLASTIC G01(i LAMER .
COVER MARKED:PRI BATE Be• •'••P` \� I - - - .
LAWN/1 ORAW \ I / T .• FMIRUB SN GRADE ^
• Nr ••r .Q�x x LAWN AREA! \� { l- • � / SHAREAS /
>• Nr of x ` � �'
of
�;/ / I •,f"1 HOSE BIBB BENT NOSE TYPE
• •, M GlKN MEAS a I 4 / � `- ~•i.-. ,�� 1 t O 1
SIDEWALK,-� i \ :6�\•i �•�, 12" .(:;y: `•if -HOSE BIBS-HANDLE TYPE
CURB. ETC `.}a. .*✓ / t Y¢F f tIROrNLME NIPKL e
\ G•ADM
NIPPLE (BRASS) `SMIRLESS STEEL CLAMP THE HIGHEST HEAD a1. • -
• (2 PLACES)
IIN THE
6
r
3N"BRASS NIPPLE SYSTEM FINISH ARAM
•.i I � MM'[M• _-LENGTH AS REQUIRED
Lm Stlllt I liDEMIE K,
PVC SUPPLY LME (SZSKTI CURB,ETC.
• �'�.` >?
—LATERAL 30. PVC
•.."
PEA GRAMR 5'? LINE \ 3/4"SCH.80 PVC NIPPLE
(MM.L ou.Ft) 2'LOW, FROM GONTRAL
V I t LPVC SGH 40 SCM.40 PVC ELBOW I VALVE •..,
SATE VALVEMALE ADAPTOR
( •• ie
PVC MALE , ,•' am'sm.80 PVC NIPPLE
ADAfKORS BRASS NIPPI F—��- ••�_ELBOW (BRASS? PVC SUPPLY 4"LONG
{
• t.AIE SCH, 40 PVC ELBOW WHEN
INSTRLLEO 011
�• `i'~.�-•••�S� ��S AS REVD USE BROWHUINE
PVC�IPING-SECURE Art
PRESSURE SUPPLY LINE - __ PER DIE N0. L 0 AS PER
NOTE'GATE VALVE SWILL 0E INSTALLED M SNRUS AREAS �—!"x L"REDW000 STAOtE(KWON) IVC. SGH.40 MALE ADAPTOR MANUFACTURERS RECOMONDATIOKS.
IAILESS()THERVM1SE APPROVED. /"\_PRESSURE SUPPLY 1107!•I A�THREE ED FITTINGS MIN.36"LONG OR AS SITE
LINE FITTING (BRASS) REQUIRES , 1
L.RISTALL M ONMtIUB OR GROUND COVER _
AREAS ONLY. t STSTEM
i. HOSE BIBB TO FACE CURB,SIDEWALK,ETC,
TYPICAL GATE VALVE ASSEMBLY TYPICAL ANTFSYPHON MANUAL CONTROL VALVE ASSEMBLY TYPICAL HOSE BIBB ASSEMBLY TYPICAL ATMOSPHERIC VACUUM BREAKER ASSEMBLY y g ` 0
Z
cc .� A
/ s•aN Al NOTEA 1' S
-- ---__-- woEwAL1c,CURG, O J •a. Rote
SIOEK,CURB,lR4. M. ETC.weE13BL1c,ealE, 0
FINISH GRADE ~
j, -LAWN AREAS �RMKLFR RIM t � t
.?:` >N•>� 1-BISM GRADE i s SPRIN112"NOSE •• eRAr1NLIRE
/•.•' i. --SM" AREAS 1:
• �. • RISER STABILIZER
^3.•4 -LR 000'►ASlEM0L7
1 d �K' • ROW ASSERIQf ' FINISH GRADE) =WITH I L 1 PVC STREET(UVR) Z
UP B
• ? }C (SET i"ABOVE FINISH GRACE) ELBOW. O C
r z i,
{ 1 ^
PVC SLEEVE(2•) OR ELBOW SOD PVC UVR)(SIZE III LENGTH AS Z `
(blsT) TEE(UVR-PVC
IRE
POABN GRADE ' R � LATERALINE LINE -PVC t STABILfm(IIROWRL1Nf) ? O
Iy - —BION PRESSURE LIME TOP
wLK wNERE MD I EA p'D•G ,+ (�
/l (SEE SPECIFICATION) V
VALVE TRE11E NO'Tt0 TOP OF SLOPE
PVC SON.AO NIPPL[
SIZE AS REQUIRED "' O _
PMP Be".40 STIETT ELBOW iS
/�-PVC MALE ADAPTOR SQL.GO MPR! : - I Nr S Q14
i (MIN.SCH 40) (LENGTH AS REOUIRED) rYC lCM.40 ELBOW ' f�
i• I -- PREbMtW,tUPKY LME PVC MR.00 NIPPLE 0W Al , /, IE•
oe or �
-_ (SEE SPECIFICATION) �3SS" PC Ta REQUIRED)IN FINAL POSITION le - YS' i � �+
• __._.—LINE PIPE ELBOW PVC TEE On bSzT OR —RISER SHALL 0E ATA ` //
(MIN SCH. 40) (SIZE AS NOTED ON DRAWING) ELBOW AN0.E \\\ le
- PRESSURE SUPPLY MIADE S
MOTET C N I NSC IVR SNALL MT
0
LINE FITTING PVC
S .40 STREET a" HEAD AS REQUIRED TO EST 4:V _
SUIT SITE A CCVERAGE
i SQL.40 PV0 STREET RGOWG IELVR"T 0,ARE cc
MOTE USE TFPLON TME ON ALL TNREA)WD FITTRgSLAQ
TERAL LINE(SIZte AS IIDTEA 011 ORA 1 0 -c
O
NIM: USE TEFLON TAPE ON ALL THREAMID FITTMBS
q
TYPICAL MANUAL CONTROL VALVE ASSEMBLY Cu TYPICAL SHRUB HEAD ASSEMBLY 01 TYPICAL LAWN HEAD ASSEMBLY TYPICAL POP—UP HEAD ASSEMBLY(SURFACE MOUNTED)
!NERAL LEGEND SPRINKLER HEAD LEG D
_
SYMBOLS I DESCRIPT101(S MANUFACTURER & PART NO, REFERENCE Y SRI PTI ONS MANUFI,rTJRER 8 PART N0. G.P.M. RAD. PS] REFERENCEf54 TuelFzxsre Is NOTE: ALL WALL 4 FOOTING IP MIN CWIS
P.O.C. POINT OF CONNECTION SPtw iCAT10N 0 `4/ X 1/4,1/2 6 FULL CIRCLE FLAT HEADS RAIN BIRD 180E 88 FLT .6,1.2,2.4 9' 25 DETAIL NO. JGI-o 1
o.c. WELI� ANn FCOT1NG 91zE-45`(13Tt?UCrURf*L ENGe.
SIS 0 CnTToM r"75 TO _pK
..... PRESSURE SUPPLY LINES i SIZE (23� i LARGER) CLASSl96 PVL SPECIFICATION 1/4,1/2 i FULL CIRCLE SHRUB HEADS RAIN BIRD 1806 812 45,.9,1.8 11' 25 DETAIL N0. J � I 1 -
I D U X 4 SQ•x� MOUNTING "
3
•_•• •==• PR P I 3. 3' 25 DETAIL NO. J PLATE. abecdl? TO._. I T T � I CKZTg6 s0(C MAX. 1.5Q.1Om.
ENSURE SUPPLY LINES S SIZE 2 i SMALLER SCHEDULE 40 PVC SPECIFICATION AT 1 4 1 2 i FULL CIRCLE SHRUB HEADS RAIN BIRD 1806 81� 9 1.8, 6 1
( ) S ECI IC ION b V / / UL
BLG'--IC WAI.I- I TU131NG 6
NON-PRESSURE LINES i SIZE CLASS 200 PVC SPECIFICATION 1/4 5 1/2 CIRCLE SHRUB HEADS RAIN BIRD 1806 822 SS .7,1.1 20' 25 DETAIL NO. J 1,V(4) V)e2:' TOP4 bOT-
uf LA&( 15OL125 TOM.
NON-PRESSURE LINES i SIZE (ON SURFACE) BROWNLINE PVC UYR SPECIFICATION Q w CFA."T.
417ETIJL ND. L
26 CONTROLLER SEQUENCE Q 1/4 i 1/2 CIRCLE SHRUB HEADS RAIN BIRD 1806 616 SLA .7,1.1 15' 25 DETAIL NO. J s
GALLONS PER MINUTE
�y21 REMOTE CONTROL VALVE SIZE 0 p Q 1/4,1/2 i FULL CIRCLE LAWN HEADS RAIN BIRD 1804 812 .45,.9,1.8 11' 25 DETAIL 140. K 1
Q REMOTE CONTROL VALVES RAIN BIRD EFA CP SERIES DETAIL NO. B m ® ® 1/4,1/2.&,FULL CIRCLE LAWN HEADS RAIN BIRD 1804 B15 .1,1.8,3.6 13' 25 DETAIL NO. K
4q QUICK COUPLING VALVES RAIN BIRD 330 RC DETAIL NO. C 0 ® 1/4,1/2 i FULL CIRCLE LAWN'
Idp.LK
HEADS RAIN BIRD 1804 68 FLT .6.1.2.2.4 9' 25 DETAIL NO. K _
►Tt GATE VALVES (LIME SIZE) NIBCO OR EQUAL DETAIL N0. E CITY OF RANCHO CUCAMONGA
ANTI-SYPHON MANUAL CONTROL VALVE CHAMPION A66 DETAIL NO. F
MANUAL CONTROL VALVE CHAMPION 300 DETAIL No. I = = — LXGIXIG" CONI. 15LUMPBLCL'1t VICTORIA MEADOWS
O HOSE BIBBS CHAMPION B-401 DETAIL NO. G E1`r�5 'q ��I EICWT VARUM, WALL-1bPCou�E TO l5E
Q o emF WLlb DOTTOM !Af 00VEl2TW)
A ATMOSPHERIC VACUUM BREAKER CHAMPION 362 DETAIL NO. H FLAP' Fat 0 FLAN• COLON?mAMPLE To FEAp- TRACT 12832
fVovleo ICY LANV. ARC'4.
DENOTES SLEEVE FOR WATER i MIRES PROVIDED BY DEVELOPER aNING — I
Cb(Jt�ITlohl J- =iTl
16LCs;K TYPE IPEMNf-J TIDE 15&L COMP/'CTIOtA Mr,`kX5 .
,tAc SPRING CHECK VALVES (RISER SIZE) KING BROTHERS NAIL NO.J,K,L '5N'1E FO/((FETAN1061 WALLS pm( or1MENvATION9
04 SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION ASSCICIATED ATIOR CONSULTANTS
LANDSCAPE IRRIGATION DETAILS
9014 0E►ULYEDA BLVD. LOA ANOELEf CALIFORNIA
• NOLO (Sti)4TT-GAPS
NO SCALE
cuwm
HAND RAIL """a"`0 a �7
CITY ENolmwm Q.c.a. IND.
DEEION AEGOMMENDEO
A.I.C. I�MORSE CONSUL77NG GROUP
PWXAMWNC*DyC 1VE7JTlVIc.IAMOISCAff L 0 N
MW WYM AOULEV^10 ATIT Ml
DwAVYN ■VIE ■vlccaluscOA•IA1ct1.1a/ PAM ac"T •MEET
A.I.C.
• 0"IMCKE0 ! 3 OIRAWWII]NM ram
A.I•C. qh�
/ OAT7
�J
i
2
li
PLANTING NOTES V
��ynkir t 1. POR TREE STARING, SHRUB PLANTIlIG, AND VIRE Tillie, REFER TO THE WORK DRAWING Q
w`.'1! i Ii�6L ..Iw�►� . . . DETAILS. O„
2. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY CONTRACTOR PRIOR t `
TO INSTALLATION. NVN
�1
p� 31 ALL TREES SHALL EQUAL OR SURPASS -VALLEY CREST' STANDARDS FOR SIZE AND QUALITY.
z 1 4. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" STANDARDS FOR
SIZE AND QUALITY.
,Q �M ^��iVl S. SOIL AMENDMENTS AND FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED Ill
1��t1\t wV .` rr
THE CURRENT SOILS REPORT. (REFER TO LANDSCAPE SPECIFICATIONS) vrw
6. ALL TREES SHALL BE PLANTED A MINIMUM OF 3'-0' FROM WALKS, BUILDINGS, HALLS, AND
X CCEENTTEERREDOINRPBEDS LANTIN�G AREA.POSSIBLE. TREES TO BE PLANTED IN SMALL AREAS SHALL BE � (1,� N
inn ICJ-- � L I�X E7_..------._..._.._. 1. TREES IN TURF AREAS SHALL BE PLANTED 110 CLOSER THAN 3' TO EDGE 0! SHOVEL CUT. tel. N
-- - - N- - L o
1. AL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 90 TYPICAL. ti
9. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILI!MR MANNER WITH R ^"
�J/iRli. SI?ALl- .ex L c .^ATu-D CIO)MINIMUM RADIUS OF 3' TYPICAL. V >
A, MIN• t�IsTA414e E OF 3'-0" F .nm 10. ALL TREES SHALL BE STAKED OR GUYED ACCORDING TO THE FOLLOWING SCHEDULE:
IDSi l�1=NT Wht-KWP`PS � 1�
IYZTFIE., S GAL.TREES:SINGLE TAKED PER DETAIL C-SHT.1Y 0
i yz TI I"M- — ��r--n, O� F11�1131t i
15 GAL TREES:DOUBLED STAKED PER DETAIL B-SHT.12
N "iI" �pq'� I`�C7rLAI-L• �..M HIv 24"BOX OR LARGER TREE:GUYED PER DETAIL C-SHT.14
�}ttJ t r 1 IIV _ �/ JC 11. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL OR PENCE PER DETAIL. z V v
r• T ��� t"1 /� _ 14. ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT AND DRIVEWAY LOCATIONS. Li
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TREE LEGEND
CF�OTt �
2TIMC DU�h'1�T� F � mAL1. 2 TIMG� Dt�lMCTFR OF ROOTC�IIl SYMBOLS KEY IIOTANICALNAME COMMON NAME COMMEM W~
TREE GUYING DETAIL 36" & 24" BOX TREES) NO SCAIE DOUBLE STAKE DETAIL i BV BAUHINIA VARIEGATE PURPLE-ORCHID TREE IS GAL. PURPLE FLOWERS V
15 GAL. TREES NO SCALE (2)_..Tr_ T1elsTfww CORTA ~blEh,3C-PtE eox 15 GAL. �j
EC EUCALYPTUS CAMALDULENSIS RED GUM 15 GAL. O
�— EN EUCALYPTUS NICHOLU WILLOW-LEAP PEPPERMINT 5 GAL.
, EP EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM S GAL.
ES EUCALYPTUS SIDEROXYLON RED IRONBARK 5 GAL.
J JACARANDA MIMOSIFOLIA JACARANDA M"BOX 9RPLE l 011ERS
W CTFL MULTI-TRuNK�[!/{�{}�
— LI-P LAGERSTROMEfA INDICA CREPE MYRTLE 1S GAL. PINK FLOWERS
LI-W LAGERSTROMEIA INDICA CREPE MYRTLE 15 GAL. WHITE FLOWERS Z
_ FltilG. 'k'- _---- w
lam( M MAGNOLIA GRANDI£LORA MAGNOLIA 24"BOX WHITE FLOWERS
MAJESTIC BEAUTY LY
J V PE PINUS ELDARICA MONDELL PINE 1S GAL. SIZES NOTED
,,f _ _ _ "BOX
_ L$ LIQUIDAMBAR STYRACtFLUA _'SWEETGUM _ 15 GAL.
PC PRUNUS CERASIFERA CHERRY PLUM 15 GAL' PINK lLO1/ERS
IV'tTMIGS - f'�T -L r i✓i T lav mix
K00715Al L. ' =ilk.. MIX
�p
GROUND COVER LEGEND o
2 TIMID AI/'th'T�'TC� TG�Ll. SYMBOLS KET BOTANICAL NAME (AMINON NAME an COMMENTS Z
2 TIME D1AML1�"-P� O}� 1�7TC�..1. GI J GAZANIA"SUNRISE YELLOW" GAZANIA !LATS 120.C.
0 a � g
SINGLE STAKE DETAIL (1 & 5 GAL. TREES) No SCALE TYPICAL SHRUB PLANTING DETAIL SCALE G3 HEDERA HELIX'HAHNIr HAHNS IVY !LATS 12 G.C. V
G5 NYDROSEED SEE SPECIFICATIONS Q �i
G4 TURF(HYDROSEED) SEE SPECIFICATIONS =
Q z
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O V
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o a �
SHRUB LEGEND Q a
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-Y� SYMBOLS KEY BOTANICAL NAME CO1M1ttIIN NAME IIdE COMMENTS '
r� ~�
PO AA AGAPANTHUS AFRICANUS LILY-0F-THE-NH,E (GAL. BLUE FLOWERS a
v im_ 6b0 RL HEMEROCALLLS LILIOASPHODELUS LEMON DAYLILY (GAL. YELLOW FLOWERSO c
04
s
P! PHOTRIIA FRASERI PHOTtMA 5 GAL. N O* t
r
PT Pill SPORUM TORMA"VARIGATA" VARIGATED TOBIRA 5 GAL. _
PA PLUMBAGO AURICULATA CAPE PLUMBAGO 5 9AL. SLUE FLOWERS `
•"`���"'• RI RAPHIOLEPIS INDICA RAPHIOLEPIS 5 GAL. PINK FLOWERS 0
TES Tr
IMDLFN O "ENCHANTRESS"
b
SR SARCOCOCCA RUSCiFOLIA SARCOCOCCA 5 GAL. O
- -' TC TECOMARIA CAPENSL4 CAPE HONEYSUCKLE 5 GAL. ORANGE FLOWERS
XC "CACTA"ONGESTUM COMPACT XYLOSMA 5 GAL.
OMP
�j VT VIBURNUM TINUS LAURUSTINUS S GAL. WHITE FLOWERS
TIMI`~, t,rMG-rr*_ Or6 r,crrrE,Au_
TYPICAL VINE PLANTING DETAIL No SCALE
VINE LEGEND
SYMBOLS KEY BOTANICAL NAME COMMON NAME 0
RLf-lov F_ kc,•+ s' #
♦ DB DISTICTIS BUCCINATORIA BLOOD-RED TRUMPET VINE 5 GAL. SECURE TO WALL
♦ Ft FRrM STAVF-
PS PARTHENOCISSUS TRICUSIDATA DOSTON IVY 5 GAL. SE{�1rCJRE TO WALL
CITY OF RANCHO CUCAMONGA
VICTORIA MEADOWS
TRACT 12832
PLANTING DETAILS, NOTES., & LEGEND
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LANDSCAPE SPECIFICATIONS IRRIGATION .SPECIFICAMONS °
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1. THE FOLLOWING ARE MININIVIN REQUiREMER'13 AND SHALL GOVERN EXCEPT !. ALL 1RSPECil WiLL BE MADE BY THE LANDSCAPE ARCHITECT OR HIS 1. QUALITY ASSURi ": PERMITS AND FEES - CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED, MANUFACTURER'S
AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST DIRHTI.ONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING
BUILDING LAWS. TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. ALL LOCAL, MUNICIPAL AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY
13 REQUIRED. PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.
!. THE WORK OF QUIP SECTION SHALL INCLUDE THE ARNISTO OF ALL LABOR, ANYTWING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OR REQUIREMENTS OF SAME. E '
MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE 10. MAINTENANCE SHALL BEGIN WHEN LANDSCAPE ARCHITECT OR HiS HOWEVER WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF A BETTER UALITY HIGHER STANDARD, OR a
LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. A SUPER-
_. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE
SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EiGHTY DAYS INTENDENT SATISFACTORY TO THE OWNER'S REPRESENTATIVE SHALL BE PRESENT ON THE SITE AT ALL TIMES DURING PROGRESS OF THE WORK. THE SUPERINTENDENT SHALL
AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO NOT BE CHANGED EXCEPT WITH CONSENT OF OWNER'S REPRESENTATIVE. SUPERINTENDENT SHALL BE AUTHORIZED TO REPRESENT THE CONTRACTOR. LLI
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PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, �RTOR TO SUBMITTING BID, EXAMINE THE SITE AND THE CONDITIONS THEREOF.
AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING _. O
DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND 3." EHE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL LABOR, MATERIALS, TOOLS, MACHINERY, AND EQUIPMENT NECESSARY TO INSTALL A
UPKEEP. ;,OMPLETE SPRINKLER SYSTEM AS SHOWN ON THE IRRIGATION PLANS, INCLUDING TRENCHING, BACKFILLING, ETC. Q
4. AREA TO BE LANDSCAPED 13 TO BE GRADED, BY OTHERS, TO WiTHtN .10 FOOT � � a
OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE FiNAL APPROVAL AND ACCEPTANCE OF WORK WiLL BE GIVEN AT THE END OF 4. USE,ONCY NEW MATERIALS OF BRANDS AND TYPES NOTED ON DRAWING OR APPROVED EQUAL. ALL PIPE AND FITTINGS SHALL CONFORM TO SPECIFIC REQUIREMENTS AND PIPE
TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN MUST BEAR STANDARD MARKINGS.
GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. S. PROTECT THIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE AS A RESULT OF THIS WORK.
LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND THE MAINTENANCE
S. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED 1F IT 6. PRIOR TO COMMENCING WORK ON THE PROJECT, ARRANGE AN ON SITE CONFERENCE WITH THE LANDSCAPE ARCHITECT, OR HIS DULY APPOINTED REPRESENTATIVE.
AN
MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE IS DETERMINED THAT FURTHER MAINTENANCE iS REQUIRED TO PROVIDE 7. THE INSTALLATION AND OPERATION OF THE SYSTEM MUST BE APPROVED BY THE LANDSCAPE ARCHITECT.
AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER COVERAGE REQUIRED.
ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER B. IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS,SLOPED
TO DRAIN AWAY FROM WALLS. 9.' WHEN THE SPRINKLER IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE ARCHITECT, TO DETERMINE IF THE WATER COVERAGE EOR
11. 1S GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS
ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD FROM PLANS, OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO
6. APPLY APPROPRIATE PRE-EMERGENT HERT3ICiDE TO ALL GROUND COVER AREAS. OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. THE ATTENTION OF THE ARCHITECT. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. V o
APPLY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION rw
OF MAINTENANCE PERIOD. 10. COORDINATE THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE PLANTING OF TREES, -^f
T. FiNE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE CROSSRTPPED SHRUBS, OR OTHER PLANTING.
OR OTHERWISE TILLED TOA DEPTH E 9 - U INCHES. ALL ROCKY MATERIAL 12. TURF HYD90%FA MIX: 11. FIELD QUALITY CONTROL: THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT AS MUCH AS POSSIBLE ANY OVER-
IN EXCESS OF ONE INCH IN DIAMETER SHOULD BE REMOVED TO A MINIMUM REED: 80%FALCON KENTUESCUECKY
SPRAY ONTO WALKS AND ROADWAYS. NO SPRAY IS PERMITTED ON BUILDINGS. IF IT IS DETERMINED THAT ADJUSTMENTS IN IRRIGATION EQUIPMENT WILL PROVIDE PROPER
OF SIX INCH DEPTH. 10%MERIT KENTUCKY BLUE AND MORE ADEQUATE COVERAGE, CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS PRIOR TO PLANTING. ADJUSTMENTS MAY INCLUDE CHANGES IN NOZZLE SIZES OR DEGREES OF 1`
ATAPPLICATION RATE 12 LBS. PER 10"SQ.FT.
ACR N
6. FOR TURF AND GROUND COVER PLANTINE ARC AS REQUIRED. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS AND AT HEIGHT AND DISTANCE '�1 -G THE FOLLOWING AMENDMENTS ( CELLULOSE FIBER MULCH 1500 LBS. PER ACR
SHOULD BE UNIFORMLY BROADCAST AND THROUGHLY INCORPORATED TO M BiNDEFROM WALKS, BUILDINGS, ETC., AS NOTED. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH, AND PROVE WATERTIGHT. • 9 CO
C
A DEPTH OF 4-6 INCHES BY MEANS OF A ROTOTtLLER. 12-12-12 COMMERCIAL
STABILENTRCIAL FERTILL GALLONS PER ACRE.
TESTING OF PRESSURE MAIN LINES SHALL OCCUR PRIOR TO INSTALLATION OF ELECTRIC CONTROL VALVES. QUICK COUPLERS OR ANY OTHER EQUIPMENT THAT MIGHT PREVENT w
FERTILIZER AT 300 LBS. PER ACRE A PROPER TEST FROM BEING PERFORMED. 4
AMOUNT PER 1000 SQ.FT. t`
13. GROUND COVER HYDROSEED MIX: 12. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A COMPLETE SPRINKLER SYSTEM INSTALLED AND READY FOR USE WITHOUT FURTHER COST TO 0MH9U �p� d
SEED: LBS/ACRE PURITY GERMIiIATIOIQ � Jti
t. 4 CU. YDS. NITROGEN STAHMMED ORGANIC AMENDMENT DERIVED LOTUS KALO 8 15% 85% 13. RECORD ACCURATELY ON ONE SET OF REPRODUCIBLE PRINTS OF THE DRAWINGS, AN AS-BUILT PLAN KEPT UP TO DATE AS THE PROJECT IS UNDER CONSTRUCTION. IN ADDU- =O ^
FROM REDWOOD,FIR OR CEDAR SAWDUST TION, DIMENSION FROM TWO PERMANENT POINTS Of REFERENCE THE LOCATION OF PRESSURE SUPPLY LINE ROUTING, ALL VALVES. PLUG TEES AND CONTROL MIRE.
GAILLARDIA ARiSTATA 2 15% 75% d' 1
15 LBP. 12-12-12 COMMERCIAL FERTILIZER GAZANIA SPLENDENS 6 TO% 65% 14. ALL SPRINKLER HEADS AND PIPING SHALL BE INSTALLED PER THEIR DETAILS, IN THEIR RESPECTIVE LOCATIONS, AND SHALL BE OF THE MANUFACTURER NOTED UNLESS ' 4
OTHERWISE APPROVED. O Q r-
BE
CALIFORNIA 2 15% TS% w U �
THE PLANTNNG Pl'i5 FOR CONTAINER GROWN TREES AND SHRUBS SHALL "MISSION BELLS"
BE EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TiMES 15. SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. MANUFACTURER WARRANTIES SHALL NOT REPLACE THIS
THE DEPTH OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE ALYSSUM 3 95% 60% Z Li
GUARANTEE AND CONTRACTOR SHALL BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED MATERIAL. �
USED WITHOUT AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. "CARPET OF SNOW" .16. UPON COMPLETION OF THE WORK. REMOVE ALL EXCESS MATERIAL. EQUIPMENT AND WASTE TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. r
LUPINUS NANUS ! !S% TO% >z
THE BACKFILL MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST O'CONNORS LEGUME S 98% 65%
OF THE FOLLOWING FORMULA: 17. THE SPRINKLER INSTALLATION SHALL BE DEEMED INCOMPLETE UNTIL ALL SPRINKLER HEADS VALVES AND ALL RELATED IRRIGATION EQUIPMENT HAVE BEEN CHECKED AN I>�
�QJ?ISTED TO BEST CONFORM TO THE CONDITIONS AND REQUIREMENTS THAT WILL PREVAIL At THE FINISH SITE AND APPROVED AS-BUILT DRAWINGS HAVE BEEN SUBMITTED.
6 PARTS BY VOLUME ONSITE SCREENED SOiL 611X APPLICATION RATE-30 LBS/ACRE iI RACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF IRRIGATION SYSTEMS FOR 90 DAYS AFTER INSTALLATION. •
CELLULOSE FiBRE MULCH-2,000 LBS/ACRE
4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT AZ-TAC SOIL STABILENT-80 LBS/ACRE 18. TRENCHES SHALL BE EXCAVATED TO SUFFICIENT DEPTH TO PROVIDE COVERAGE OF 18" OVER ALL PRESSURE SUPPLY LINES AND 12" OVER ALL NOR-PRESSURE LINES.
1 LB. 12-12-12 PER CU. YD.OF MIX FERTILIZER-200 LBS/ACRE UREA FORMALDEHYDE r
2 LBS.IRON SULFATE PER CU. YD.OF MiX 19. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, V
14. NOTE: SLOPES S' OR HIGHER IN VERTICAL HEIGHT AND OF 1:1 OR GREATER SUNKEN AREAS,HUMPS, OR OTHER IRREGULARITIES
FERTILIZER
.
THE ANT MAINTENANCE SHALL CONSIST MA OF A NITROGEN SLOPE WILL BE PLANTED TO CITY STANDARD OF 1 - 15 GALLON OR LARGER 20. PLASTIC FITTINGS SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDE INJECTION MOLDED AND SIDE GATED. ERE THREADS ARE REQUIRED, THESE SHALL BE INJECTION
ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY
LY 30 DAYS AFTER WEE
PER EVERY 150 SQ. FT. OF. SLOPE AREA, 1 - 1 GALLON OR LARGER SIZE MOLDED ALSO.
PLANTING AMMONIUM SULFATE SUOULD BE APPLIED AT THE RATE OF SHRUB FOR EVERY 100 SQ. FT. OF SLOPE AREA AND GROUND COVER AS SHOWN
5 LBS PER 1000 SQ. FT. ON A MONTHLY BASiS. WHEN PLANTS HAVE BECOME ON PLANS. IN ADDITION SLOPES IN EXCESS OF EIGHT FEET IN VERTICAL HEIGHT 21. INITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN 1/2" IM SIZE.
WELL ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN AND OF 2:1 OR GREATER SLOPE SHALL ALSO INCLUDE ONE 5 GALLON OR LARGER 22. COPPER PIPE SHALL BE COPPER WATER TUBE, TYPE "K." FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE SOLDER JOINT.
BE DECREASED. SIZE TREE PER EACH 250 SQ. FT.OF SLOPE AREA. ALL TREES AND SHRUBS SHALL 23. ALL MATERIAL REQUIRED FOR THE PROJECT SHALL BE AS INDICATED IN THE LEGEND AND INSTALLED ACCORDING TO SAME.
BE PLANTED IN INFORMAL DRIFTS AS INDICATED ON PLANS AND NOT ON A
GRiD OR WITH UNIFORM SPACING. 24. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS:
(8) ONE 30" SPRINKLER KEY FOR OPERATION OF SPRINKLER CONTROL VALVES PER LOT.
jbj TWO KEYS FOR EACH CONTROLLER.
IS. ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW PREVENTOR AND c TWO COUPLERS AND MATCHING HOSE SWIVELS.
CONTROLLER SHALL BE LOCATED IN THE FIELD AND SCREENED FROM VIEW d ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. THIS CHART SHALL BE A REDUCED"DRAWIRG OF THE ACTUAL AS-BUILT SfSTEM. WITH EACH STATION 10I-
WITH PLANT MATERIAL. CATED IN A DIFFERENT COLOR. CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC 20 MILS EACH.
(e) ONE 36 INCH SOIL PROBE, OAKFIELD MODEL B OR APPROVED EQUIVALENT. Z
16. TREES SHALL BE LOCATED,WHENEVER POSSIBLE, AT LEAST V-0"FROM BUILDING 15. MAINTENANCE SHALL BEGIN WHEN LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE HAS ACCEPTED
OVERHANG TO PERMIT UNOBSTRUCTED GROWTH. INSTALLATION OF THE WORK. MAINTENANCE SHALL CONTINUE FOR A PERIOD OF ONE HUNDRED AND
...
EIGHTY DAYS AND SHALL TERMINATE UPON ACCEPTANCE OF THE CITY OF RANCHO CUCAMONGA.
17. ALL TREES SHALL BE SUBJECT TO FIELD ADJUSTMENTS TO ACHIEVE PROPER MAINTENANCE SHALL INCLUDE ALL REPAIR, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY
PLANT LOCATION. TO KEEP ALL PARTS OF IRRIGATION SYSTEM iN GOOD WORKING ORDER WITH PROPER COVERAGE.
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VICTORIA MEADOWS
TRACT 12832
LANDSCAPE AND IRRIGATION SPECIFICATIONS
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