HomeMy WebLinkAbout1624-L GENERAL IRRIGATION NOTES SITE SPECIFIC IRRIGATION NOTES
1. ALL LOCAL MUNICIPAL AND STATE LAWS,RULES AND REGULATIONS GaVERNING 1. 2" METER SHALL BE LOCATED A MINIMUM ONE FOOT FROM EXISTING FIRE 211 STA S
OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO HYDRANT(F.H.). METER SHALL BE LOCATED IN CITY SIDEWALK AS CLOSE TO EX.F.H.
AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE AS POSSIBLE(NOT CLOSER THAN ONE FOOT.) OESM PTlar4 gZcv 564,$
CARRIED OUT BY THE CONTRACTOR. PM
2. BACKFLOW PREVENTION DEVICE MUST BE PLACED WITHIN THE BOUNDARIES OF ��IT- _ g 5`r'ATIaI� �$OG Co�T�ZD�l-EtZ.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, THE PROJECT AREA,NOT TO BE LOCATED IN PUBLIC RIGHT OF WAY. ^
STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATION OF C 2 '
UTILITIES,STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE 3. ALL RCV'S TO HAVE APPROPRIATE SOLENOID FOR DC OPERATION.
ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD 2a �E�[,D SZSY �AC.KF1•Dtnl �EY�GE, Pn,
CONDITIONS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE. 4. P.O.C.SHALL BE LOCATED AT EXISTING FIRE HYDRANT LINE. FIRE SAFETY SHALL BE a
NOTIFIED PRIOR TO INSTALLATION. PHONE NO(909)477-2770.CONTACT RALPH
3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR CRANE, FIRE MARSHALL,TO HAVE WATER LINE TO HYDRANT SHUT-OFF
ARCHITECTURAL PLANS BEFORE BEGINNING WORK. TEMPORARILY FOR WATER SERVICE INSTALLATIONS. Zr, CLAss 1,415 PVC MAINUNE (From C1L�,r 4v 24 VaAv£s).
4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO 5. STATIC PRESSURE SHOULD BE 100 PSI AT P.O.C.(VERIFY IN THE FIELD). 4b PVC wr-RAL. PIPE (on graE)•
PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.
6. ALL IMPACTS TO BE SECURED WITH#4X24" REBAR STAKES AND STAINLESS STEEL IzDuly, {-prom afl V81v£s +o g,41 "W,5-5134, 26 1->hMA*i &M
5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLAMPS. ixalft STATION 1-
DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS
NECESSARY. 7. ALL UVR LATERAL LINES TO BE ON GRADE AND SECURED 10'0.C.WITH#4X24"J- /xM40 GL FIFE �- �,?�i5`T )►,i� GItY `-'��WaLK T urllr LINE
HOOKS. �}
6. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN ITIS
OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT s. WIRE USED IN INSTALLATION SHALL BE#14 AWG SOLID OF 60OV. COMMON WIRE IGTATIOtJ l ONLY, ►1�" r�i` ��� C /�
EVIDENT AT THE TIME,THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE WHITE IN COLOR,FIELD WIRES SHALL BE A SEPARATE COLOR y ��
SHALL BE BOUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO 2" RAINE51RD EPB'GP' PI2S I Z `# A C. LG�AT��N
ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY 9. CONTRACTOR SHALL ONLY DISTURB SITE FOR REASONS OF THIS IRRIGATION � 60mil ( ValV£S• T`
FOR ANY'FIELD CHANGES DEEMED NECESSARY BY THE OWNER. SYSTEM INSTALLATION,CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING
SITE AMENITIES AND SHALL BE RESPONSIBLE FOR AND REPLACE PROPERTY WHICH
7. INSTALL ALL EQUIPMENT AS SHOWN IN THF.DETAILS AND SPECIFICATIONS. IS OTHERWISE DISTURBED. 0 vIf`181 RD �oS P JADJ'TNT n r GLLEIZ.
CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY,COUNTY AND4-
��. (AJ�Lst to 60
�;pi
�•
STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 10. CONTRACTOR SHALL SECURE ACCESS TO THE SITE FROM CITY MAINTENANCE fA49) I�
8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND DEPARTMENT-PARKS DIVISION CALL(909)989-2813.
W HuNTBIZ I-2D I?oivr RC645.
THE AUTOMATIC CONTROLLER IS TO BE, DETERMINED IN THE FIELD BY THE 11. CONTRACTOR SHALL MAKE APPLICATION FOR IRRIGATION P.O.C.PERMIT, (AA ,kst ib 50 f41
OWNERS AUTHORIZED REPRESENTATIVE. COMPLETE W/METER AND BOX,WITH CCWD. CAU.(9a')03-7W, CONTRACTOR IS TO \\
,PROVIDE CCWD W/CITY BILLING ADDRESS AT TIME OF APPLICATION SUBMITTAL. 0 2,1 WATER. MET IZ IP-54walk•
9. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE AND ARCS SHOWN ON THE CITY WILL FURNISH CONTRACTOR WITH BILLING ADDRESS.
PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO • EXISTING Fr REYDR1�nIT-
BUILDINGS,WALLS, FENCES, AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED I
TO,ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW. REPLACEMENT OF � K & FbOTVArLVE IL
NOZZLES WITH MORE APPROPRIATE RADIUS UNITS,AND THE REPLACEMENT OF �� 1 ►► X11 1
NOZZLES WITH ADJUSTMENT ARC UNITS. In a3Pha.«-Sp[,{�'{?SIQ4✓ � / � i►f�' 1 ,
10. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH Of Civic, ct*1 EiV Driv'L V ' ..�� • `�I•
� is
SPECIFICATION AND DETAILS. In lim - r c'H• Jxv
11. THE CONTRACTOR SHALL FLUSH ALL SPRINKLER HEADS AND VALVES FOR �/` e 9�M gov
MAXIMUM PERFORMANCE AND OPERATION.
Fes.e, RCV
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Af'PROX 6-46-ATION OF PP-aFb-5-,ED WATER MrTE-.F.
/ ---- rxI-5TIW-i FiVZ- N'(DRANT(F H.).
. T�HI W FeT VALVE ® MAIN
SCALE • / >a 4�0 0" 5F fZV i G /LKJATER L I I.1 E•
DESCRIPTION OF REVISION DATE CITY
A PPRMD
CITY OF RANCHO CUCAMONGA
CIVIC CENTER * South Fast PAI
Parcel - Temporary Landscape Project.
IA91GATION PLAN -
LAN MC AW- 4 rMS MAINT514ANCE MAS04 - ROu W
APPROVED BY'. DATE:<
CITY ENGINEER RC-E . 5 3
DESIGN RECOMMENDED
13 Ib
DRAWN SHEET
D. STATT-2W �_of 3
CHECKED DR0� L
R.0 E. No 1(/J� �j[-
DATE p��►
• DSS !ALL FILE NO
TO SPRINKLER - ANGLE PIPE TO
SPECIFIED DEPTH WITH 45' ELLS BACKFLOW PREVENTER L
III i III III
SCH 40 PVC MALE ADAPTOR ASSEMBLY r-
N I III I I III I I I-
SCH 80 PVC UNIONNIPPLE - TYPICAL
w "SNAP-TITS" WATERPROOF
POP-UP TURF ROTOR BODY SET TO Q BRASS OR PVC NIPPLE CONNECTORS OR EQUAL (4) PLACES
1/4" ABOVE FINISH GRADE
ELECTRIC CONTROL VALVE zo z =)
FINISH GRADE o 3 -- - w m I—
m g PLASTIC VALVE BOX W.
MARKED "IRRIGATION RCV" _III - CLEAN BACKFILL - SEE
z Z (CARSON OR EQUAL) I NIPPLE " , N I I ( I SPECS. FOR MATERIAL.
W ETCHED WITH CONTROLLER 90% COMPACTION REQUIRED
I I I==) I I=I I d _- -- 6 THICK X 12 WIDE
Q AND VALVE SEQUENCE I
I I-- — — — —I — Z � � - i CONCRETE PAD (LENGTH VARIES � -III I (_
=III—III=I I I i=III 6' MIN. FINISH GRADE BRASS WYE STRAINER PER SIZE/MANUFACTURER) z I I NON-PRESSURE LATERAL LINE:
z SLOPE TO DRAIN AT MINIMUM SCH. 40 SNAKE PIPE A
WITH 60 MESH bo 2% -III I I— TREIN
NCH
' I I—III 11-11— 12 MONEL SCREEN I '
_ _ �� FINISH GRADE 0D + I I I I
_ _—I SIDEWALK UNION
VC SLEEVE
--+---F P ►'� =III
Z III- - I I=I I Z I I I II —)III . MOISTURE • • •• ° PRESSURE SUPPLY LINE:• • REQUIRED FOR
o00 0 o SENSOR � '• • •. ;• • .• .•° _ SCH. 40/CL. 315 SNAKE
I= I I _ WHERE _! ••° •'. •. : I I=I 1= PIPE THROUGH III I III— PIPE IN TRENCH
iv cV _ _ _ • _ ,. CONCRETE PAD
III III — — —
SCH 80 PVC NIPPLE =I I REQUIRED —I _ 11— ,—I EE —=1 i I I NIPPLE - TYPICAL I I I I
I I 3" I I _ PIG TAIL EXPANSION
—I (��—
(MINIMUM 4" LONG) =I " z (2) PLACES =III I _ = CONTROL WIRES - BUNDLE
LOOP (MIN. 24 LONG) -� I FROM WATER SOURCE I I I I— N AND TAPE AT 15' O.C. AND
- I - _ =I _ SCH 40 PVC MALE I I I I ( I I INSTALL ADJACENT TO
Z f BRASS ANGLE oo —I ) (�—I I —I 90% COMPACTION - I I— ADAPTORPRESSURE SUPPLY LINE
SCH 80 PVC NIPPLE SCH 40 PVC FLOW I I E VALVE W/UNION I I=III I REQUIRED _
TYPICAL (2) PLACES T X T 90' ELL to --� 3" I �- =III=I I I •• I I— = III III= I I I I I I l III
:.,;A, 3/4 WASHED — , , I I I I 6„ TYP. PROVIDE 6" MIN. OF SAND
MARLEX 90' STREET ELL Ed to ? o CRUSHED AGGREGATE TO METER „ I I=� -I I F W�� BEDDING AND SHADDING
I11- I �• ••
Qo'oI I I: I I •• •• I I= °• �_LINE TO SYSTEMS
o o-o: '••o • III: — —I
I=III=III=III=II SCH 80 PVC NIPPLE CONCRETE THRUST BLOCK ELBOW
ANTI-DRAIN VALVE AS REQUIRED CONTROL & COMMON WIRES PER CCWD STANDARDS TYPICAL (4) PLACES
RIGID PIPE AND RELATED FITTINGS SHALL BE PER NOTE:
MARLEX 90' STREET ELL CUCAMONGA COUNTY WATER DISTRICT STANDARDS. 1 . PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION.
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO 2. PRESSURE SUPPLY LINE: 2 112" AND SMALLER 18" MIN. DEPTH
NON-PRESSURE NOTES: CONSTRUCTION.
LATERAL FITTING 3" AND LARGER 24" MIN. DEPTH
1 . INSTALL PER LOCAL CODES.
NON-PRESSURE LATERAL LINE BRASS NIPPLE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY
STRUCTURES OR HARDSCAPING.
SCH 40 PVC S SX
IPP TEE PRESSURE SUPPLY LINE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.)
MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE.
NOTES: " 4. ORIENT UNIT PARALLEL TO STREET. r4- TYPICAL TRENCHING
1 . INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HARDSCAPING.
2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE.
NOTE: 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF
1 . LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS.
AND EDGES OF LAWN. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER
2. USE TEFLON TAPE ON ALL MALE THREADS. VALVE NUMBER. WHEN MAINLINE IS 3" OR LARGER.
REMOTE CONTROL VALVE WITH REDUCED PRESSURE
1
POP-UP TURF ROTOR SHUT-OFF VALVE & UNION BACKFLOW PREVENTER _ I
R. ,IN F:RF: 65PJADJ_.N'
i .ItN .
STRONG BOX MODEL NO
24" SB-24 DCR WITH PEDESTAL
N0. PED-24 DCR Pj
APPROVED 8Y:
-, r 1 (4 i l�; RADIATION RESI5TANT
COMMITTEE ATE :;, �� li I vC LATERei P1�
b I i,� r� J I �� 4 a 3e" �
kjTAc+ v W/SP�Efl
(7 5
tU DISTRICT SUPPLIED NOTE:
2 METER LOCATIONS AS FOLLOWS: WATER SERVICES 3'AND LARGER SHALL
L ) v � � 4 STEEL GLAF, CLAM OR
' E4UIVALENr 5'uPPoFC'f '�ST>rr '
0 BE SCHEDULE 40 STANDARD STEEL �1�'(1 � �j� i , ` II �(�! (4) i G i
AS SHOWN-CURB WITH PARKWAY OR NOTE:
,►�+ 5'OR LARGER SIDEWALK ADJACENT TO CURB ENCLOSURE TO BE GROUNDED PER17 , f1N15H C,P/►>7e/Top of lutuwi
METER BEHIND SIDEWALK-4'SIDEWALK LOCAL CODE. GROUND ROD TO BE I ��
ADJACENT TO CURB OR ROLLED CURB INSTALLED INSIDE ENCLOSURE. ON
Q WITH SIDEWALK ADJACENT 10 METER BOX: ARMORCAST v CONTROLLER SIDE.
03 ANGLE METER STOP SEPARATION FOR PARKWAY- POLYMER CONCRETE
MANIFOLDS (SEE TABLE) OO SIDEWALK -POLYMER CONCRETE (5 , 1 6 i (7
/a/ riir /sirs
FINISH
w 3'-6" X Y-6" X 6" CONCRETE
GRADE FOOTING INSTALL A MINIMUM OF
-=///—. //� / , `•;.T :,'� � " 3" ABOVE GRADE AND SLOPE TOP
5 w TO DRAIN AT A MINIMUM OF 2%.
'H' DI . � MIN. I I USE A #4 y 24 PESAR ROD wilrl i BOOKED RADruS Al ONB END TO HOLQ
PIPE SECURELY W P-AC1= INSTALL AT INTERVALS Of l0 FE.ET. i
(SEE TABLET Q METER CONNECTOR . . : : • • • • >o
(SEE TABLE) I—I _
BALL ANGLE METER STOP °O I-I II-I I I-I I I III=III-III— 7 IMPACT f' R I N K L E F� ANCHORING
(SEE TABLE) I=I I I=III IF, (=III—III—I I COMMON WIRE/CONTROL WIRES IN
RFs//ir ////�•/�/� ////�•//�J�//// 3" SCH.40 PVC CONDUIT.
'I I l—III—I I i t I II—II I—I 1 I-
30' MINIMUM
COVER FROM
3"
CROWN 1' SERVICE-18' MIN. RADIUS 90° SWEEP ELL h�--
(TYP.)
N BALL CORPORATION STOP TYPE'K' SOFT
(SEE TABLE) COPPER TUBING 20'
0 (NO SPLICES ALLOWED) . USE 90° SOLDER WELD ELBOW
� FOR 11/2'AND 2' SERVICE
SLOPE UP TO METER
SERVICE INFORMATION TABLE --; DESCRIPTION OF Rl VISION DATE CITY
APPROVED
HEAVY DUTY
� + WELD COUPLING FORD JONES MUELLER REFER TO
IRRlTQOL Q Sr
(I.P. THREADED) ANGLE ANGLE ANGLE INSTALLATION STD.
CONTROLLER CITY OF RANCHO COCA MONGA
METER CORP CORP. CORP 'V' H' METER METER MANIFOLD
METER METER METER CIV/Cj CENTER • Soufh EastInfill
SIZE STOP STOP STOP DIM DIM CONNECTOR BOX SEPARATION
FINISH
STOP STOP STOP
ANGLE OF SERVICE 1' FBI 100-4 BA43-444W J-1935 J_1963W 8-25028 8-24258 8' 8' 1'R 2e/e' 1429 18• GRADE Parte Tcmloorary �a eProjeofINSTALLATION NOT TRANSMISSION A600 ! aye
C 1 h FB1100 8 BFA43 888W J 1957 J 1975W B-25028 B 24276 12' 12' FLANGED 30' N
8 TO EXCEED 45° MAIN 1640 MIN.
2' FBI 100 7 BFA43 777W J 1957 J 1975W B-25028 B-24276 12' 12' FLANGED 1640 30' 2.1• 1 R R I G A T 1 0 1V D E T A 1 t S .
. .
. • • • •: = LAMOSC-APIE PARkS f" f4TFA*IICE DIVIS16W PUMIC WO".
I . I_I • • _ _111
111=1L1=11L= - I I�II�II�II�,I�) T- III APPROVED BY DATE
CITY ENGINEER _ _ RCE NO21153
5W-A-F F_ R 5 F_Fy I G E kF r fAMf NUt I,
CONTROLLER ENCLOSURE 1e>
--- - — --- - — OPAWN IIF t 1
S• RFI.PN 2 or -3
Ilt r KF I, fi1rAWINfe Not
C 1+�. F /�
I,A i t Ft8' oY� /"7 t I I 1 Nr, _
PLANTING NOTES
1. CONTRACTOR SHALL NOTIFY THE CITY OF SITE CONDITIONS WHICH PREVENT
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
SPECIFICATIONS.
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL
PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. v v TIGHTLY COMPACTED Y BERM TO FORM
DEPRESSED WATERING BASIN.
3. CONTRACTOR SHALL BE FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, TOP OF ROOTBALL TO C WOOD CHIP MULCH.
EXTEND STRUFINISH
CTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE R ABOVE `.
FINISH CRAOE
REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID
UNDERGOUND FACILITIES.
4. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY PRIOR TO
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO I I II I I II II II I I i
APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. ROOT ALL
I—I
-P
I= I_ PLANT PIT TO BE (Z) TIMES THE T-
5.
PLANTING/HYDROSEEDING SHALL NOT OCCUR UNTIL ALL OPERATIONS IN —!I 1=111=111=111=III=11�I I I I1=i I I WIDTH OF THE ROOT BALL.
11=i i t=1 I I=1 11=1 11=1 11=1 I i=1 I —
CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN =1I1=1I1=1I1= I1=111= I I I-1 I I '
COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE I 1—I i I=I I 1=III—I 11=III i FI = /
BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED I III 11—ill l l l-_
BY THE CITY. ROCKS GREATER` THAN NO 4
3"
DIAMETER.
UNDISTURBED NATIVE SOIL
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY
DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT NOTES
RESULT OF THE LANDSCAPE, CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, OF ROOT BALL DO NOT CRACK ROOT BALL
UNLESS OTHERWISE APPROVED BY THE CITY. a '
ri
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE P17RPOSES ONLY. FINAL
QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE CITY OF RANCHO CUCAMONGA, CALIFORNIA
INDICATED PLANT SPACINGS AND FIELD CONDITIONS. APPROVED By STANDARD PLAN
CONTAINER PLANTING I
° 506
8. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY CI;I_• ,N._ER DFTEj USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SWEET 1 O; I
E CITY.
9. HYDROSF,F,DF.D AREAS SHALL BE WATERED ADEQUATELY TO GERMINATE SEEDS
10. HYDROSF,ED ALL PLANTING AREAS WITH THE FOLLOWING: V
�V
WILDFLOWER SEED MIX NJ
LBSJACRE MIX
6 ALYSSUM `VIOI.F,T QUEEN'
4 ALYSSUM `CARPET OF SNOW' ONE HALF OF SPACING P10T� • hYDRa%�/ �t2u�
REQUIREMENT
LIMIT OF PLANTER AREA
2 F,S CHOLSCHOL7,IA apo -TTOW
(
C'ALIFORNICA L
10 GAZANIA DWARF- MIXED
COLORS 0
4 LUPINE NANUS `PIXIE DELIGHT'
\"VL.OF c(Trr.)
HYDROSEEDING SPECIFICATIONS
Material Application and Equipment NGTE
I ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON \
a. Mixing shall be performed in a tank with a built-in continuous agitation and PLANS SEE �EGEND FOR SPACING REQUIREMENTS
recirculation system of sufficient operating capacitN to produce a homogenous 2 WHERE PLANTED ADJACENT TO WALLS. WALKS, CURBS OR
slurry of fiber, seed, fertilizer and water in the designated proportions and a SIMILAR LIMITATIONS ALL SHRUBS AND GROUND COVER y¢
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
discharge system which will apply the slurry to the area to be treated at a FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS
continuous and uniform rate. 3 SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
OF PLANT MATERIALS PLANT QUANTITIES INDICATED ON THE
b. loading and Mixing: With agitiation system operating at part speed, water LEGEND ARE ESTIMATES ONLY
shall he added to the tank and a good circulation shall be established. Materials
shall be added to the tank in such a manner that they are uniformly blended
into the mixture in the following sequence: CITY OF RANCHO CUCAMONGA, CALIFORNIA
C 3' SHRtB AND GROUND COVER STANDARD PLAN
4,100 gal, water/acre (1,500 gal. Tank - 3 tanks /acre) ' --- SPACING - -- _� 508 \
1,500 lbs./acre Con-weed fiber
TN STANDARD SPECIFICATIONS COR rUB,iC WORKS CONSTRUCTION SNE_. OF 1 I
100 s. acre Ecology control M Binder _ ---- —
300 lbs./acre Urea Formaldehyde '
100 lbs./acre soil sulfur
'e
IL VA RtG
11 TO 31 AVFA'C
lZoutyver) &KAY
iZkvp,g jtAC,*Cobbl,t:,
(0"f Merl. It' MAX. gouLDEf�s� SCALE : /" s 4,p�0"
HAN p-P(AC,ED W ITH — I' twe Jo i NT
pl_Y• pAC.w- MoKTAIf- W VV, 2" MAIC
SURCE FA
�x1�IN� '^�cIJ DESCRIPTION OF REVISION OATS CITY
APPROVED
vim
CITY OF RANCHO CUCAMONGA
=1 --� — _ _ _ __ ►III LANDSCAPE LEGEND
rI.
__ CIVIC CENTER South East Will
1—;IlIl-=1Ill —IIII�IIIIff SYMBOL BOTANICAL NAME COMMON NAME 5pACIN6 SIZE QTS . Parcel -- 76impilevwyg � ,�Laoa a f�a eCfi
0Acacia redolens NCN 10 0.C. 5 CAI,. 8� LAN ARKS MAINTORMCE Df OM 4 • �t,tB X W
Q /(/' Zo7e �Y vowrnt C,F�tE-tlT ® Dietes vegeta Fortnight Lily � N
o.G, 5 GAL. l8 ,Rn '
T �Y Mk>er_D AND APPROVED BY' DATE
� Lantana montevidensis Trailing lantana 5 'o.�, s GAL. � CITY ENGINEER 2 3
KFS trtol5-r Fog 7 uo-YS g
tests H��droseed Mix - 100.350 SF DESIGN RCE. NO.RECOMME5
^�oTG CONTrZACTa< SHaLI- PFZov IoE izGGKt�( �ETwEF�.I
50UL_D"S AFI40 Wb.c.K , • ' Dry-pack Rocksca e - 350 SF L J b
J6
Cze�c,E_Ev� RoCbcSc,�v S"Auk- 6E LAID OL)T ANP Ar�Pac)vEU
DRAWN SHEET
I p*pvt�,NCE ' TOTAL 5 GALLON PLANTS = 19 3 LJ6 3 or. �
— - - - --- - -- - — CHECKED DRAWING NO.
R.C.E. NO 1
LJB DATE -- __ FILE NO—, `�.�