HomeMy WebLinkAbout1392-L DEVELOPER/OWNER
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CITY OF RANCHO CUCAMONGA
. LANDSCAPE ARCHITECTURAL PLANS
FOR BASELINE MEDIAN : HAVEN - AVENUETOCOMMUNITY DEVELOPMENT DEPARTMENT
ENGINEERING DIVISION
DEERCREEK CHANNEL 9340 BASELINE ROAD
P.O. BOX 807
RANCHO CUCAMONGA, CA 91730-0807
(714) 989-1862
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LANDSCAPE MAINTENANCE DISTRICT NO .
VICINITY MAP GENERAL NOTES SHEET INDEX
LYTLE TITLE SHEET T-1
CREEKCRESTLINE
DEvOAE
CONSTRUCTION PLAN —1
CONSTRUCTION PLAN C-2
RANCHO CUCAMONGA
BASEL NE ROAO � IRRIGATION PLAN I-1
CLAREMONT UPLAND RIALTO SAN
BERNAROINO I '
1. An Encroachment Permtt shag be obtained from Lite City Engineer prior to commencing any work.
ARROW HIGHWAY COLTON IRRIGATION PLAN I-2
^� MONTCLAIR 2. /U worft shall be performed according to current City standards and the Standard Specifications for Public Works Construction.
ONTARIO
POMONA > LOMA
a PROJECT LOCATION LINDA 3. At the conclusion of rough grading, an agronomic soils report shall be furnishd to the City Inspector and all such recommendations
S 1-3
IRRIGATION DETAIL
Z from such a report shall superT.ede soils amendment recommendations shown on the plans. �
CHINO j GRAND
TERRACE
S RIVERSIDE 4. Upon oornpietion of installation, a maintenance period of one hundred and eighty180) days Is required prior to final acceptance of the
I work by the City. Maintenance shall kx%ude . weeding, Irrigation, pruning, raising tree root balls which settle below grade, IRRIGATION DETAILS 1-4
fertlazkg and apptyhg such sprays as are necessary for proper care and upkeep. Maintenance also includes all repairs, replacement,
clearing and sousting necessary to keep the irrigation system In good working order wtth proper coverage. CQmencement date for
i
the maintenance Rtriod shall be approved In writing by the City, inanector_
NORCO
5. One contour hart shall be provided ler each controller. Controller hart shall be the maximum size the controller door win stow PLANTING PLAN P- 1
and shall show the area oovefed by the automatic controller. The chart is to be a reduced drawing of Ine actual as-bulk system.
Mowwver. In the went the oontnober sequence Is not legible when the drawing is reduced. It shall be enlarged to a size that will be i
CORONA readable when reduced. The chart shill be a bLwkline print and a different color shalt be used to show the area of coverage of each PLANTING PLAN P-2
ANAHEIM HILLS samm When completed and approved by the Public Waits inspector, the chart shall be hermeticalty seated between two pieces of
plastic, sant grope being a min mum of 20 mics. thick. The Chan shah be mounted using Velcro or approved equal type of tape. These
� � be completed and in place prior to final acceptance of work by the City.
LAKE MATHEWS PLANTING DETAILS/ P-3
GLEN IVY 6. ca%wide x 10"deep eonaete mows"n shall be pr ided between all shrutYgroundoover areas and cobble areas CONSTRUCTION DETAILS
HOT SPRINGS
-7- OLA16 j0plGIopt" 9*. AppVVai 91 Ihe Anal sidewalk layeiA shall be Fneft In $he Amid and se�wgllod as Posessapy 10 w004--
MAINTENANCE RESPONSIBILITY MAP CONSULTANTS
S. Application of any chemicats shall be by State licensed personnel.
9. Any trees within five (5) toot of walls, walks, curbs or other potentially root-damaged hardscape shall be Installed wtfh rootcontrol STREET IMPROVEMENT PLANS & BASE SHEET INFORMATION DERIVED FROM:
barriers. Prior to backfilling trees) planting, contractor shall have the City inspect root barrier installation.
10. No trees shat be planted within three (3) feet of curbs. j
J.F. DAVIDSON & ASSOCIATES
11 . AN roes are to be located: ten feet from any street light, power pole, or reinforced concrete box. frve feet from any drive 3426 10TH STREET
approach, fire hydrant, underground structure (e.g. Catch basins, vaults) and sewer Lateral or clean-out; and three feet from any
water meter or sewer line. RIVERSIDE,CA 92502 (714) 683-0209
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LANDSCAPE QUANTITIES SCAM
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B" `'"E r'01'a7714155 SF OF CTY MAINTAINED AREA U
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.324 ACRES OF CITY MAINTAINED AREA,TOTAL TREES IN MEDIAN = 23
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13 LIQUIDAMBAR STYRACIFLUA �• DESCRIPTION OF REVISION DATE CITY
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10 MAGNOLIA GRANDIFLORA 'SAMUEL SOMMERS' ,• • 11-1 "Now
IAPPROYIEDTOTAL 1 GALLON SHRUBS = 791
'
TOTAL 5 GALLON SHRUBS = 816 _ CITY OF RANCHO CUCAMONGA
TOTAL SF OF PLANTING/GROUND COVER AREA — 14155 SF
4" CHIPPER MULCH = 173 CY }� � BASELINE MEDIANS:
F' z HAVEN AVE.
J > TO DEER CREEK CHANNEL
APPROVED BY DATE:
'Randolph E��wDS�CA-b 4 CITY ENGINEER :--�--f_ RCE No. 22397
" As§ocia eS Inc. ``,�� "" 9�y DESIGN RECnn+MENDfO
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Landscape Architecture • Planning Co N n
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Old City Hall � Third Floor S • DRAWN SHEET
3612 Seventh Street • Riverside, California 92501 �_ ♦ Of 0
License #1512 (714) 781-1930 saw I
Q' CHECKED DRAWING NO
P.M ROGERQFAY.ER l9lFOF CALIF RCE No 13:3
DATE FILE NO
SH�ET� of � 5
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LIMIT OF WORK
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DEMOLITION NOTES
1. CONTRACTOR SHALL REMOVE ALL MATERIALS WITHIN MEDIANS. COBBLE
MAY BE SALVAGED FOR NOW CONSTRUCTION ONLY IF MORTAR IS
COMPLETELY REMOVED. ALL REMOVED MATERIALS SHALL BE DISPOSED
IN A LEGAL MANNER.
2. CONTRACTOR SHALL REMOVE SOIL AS REQUIRED TO PROVIDE
NECESSARY SUBGRADE FOR COBBLE OR FINISH GRADE FOR PLANTING
LIMIT OF WORK AREAS.
3. CONTRACTOR SHALL OVEREXCAVATE AN ADDITIONAL 24" OF SOIL WHERE
ASPHALT PAVING OCCURRED PRIOR TO MEDIAN WIDENING. BACKFILL
LIMIT OF WORK W/NON-TOXIC NATIVE SOIL. SEE ENGINEERS STREET IMPROVEMENT
PLANS,AND SPECIFICATIONS.
•�e)�N���e)�N�lN� N
4. CONTRACTOR SHALL PROTECT IN PLACE ALL NEW CURB & PAVING
IMPROVEMENTS. ALL DAMAGED AREAS SHALL BE REPAIRED AT
CONTRACTOR'S COST.
1 �
GRADING NOTES
N 1. PROVIDE A MINIMUM 2% GRADE IN PLANTING AREAS. PLANTING AREAS
_ ; 9$?-AINA6I,- hrt
u ' 1 + SHALL BE PITCHED TO DRAIN TOWARDS DRAINAGE SUMPS. PROVIDE HIGH
0 , P-� A LT�Q N R"C E A L-7 E.R.t\1 RT E � v POINTS AT MIDPOINTS BETWEEN SUMPS.
— i 2. PITCH COBBLE 2% TOWARDS STREET. CROWN COBBLE AT 2% PITCH
%
N o l No Z WHERE COBBLE OCCURS AT FULL WIDTH OF MEDIAN . CROWN
0�'U L-V E-4Z % W COBBLE AT NOSE ENDS SIMILAR TO HAVEN
MEDIAN
W , G'I� � INr9l - ,F-!� p"3 19 20 21 1 W 3. FINISH GRADE IN PLANTING AREAS SHALL BE 4" BELOW TOP OF CURB,
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1 it / DESCRIPTION OF RE VIS ION DATE
APPROVED
im CITY OF RANCHO CUCAMONGA
NDS
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y' HAVEN AVE.
C7 P I'm
WTO DEER CREEK CHANNEL
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Date
CONSTRUCTION/PLANTING DETAILS.
brUFOQ'�`� ,) I `' -
CA APPROVED BY � , DATE.
CITY ENGINEER ~`-✓`" R.C.E NO. 22397
RECOMMENDED
Randolph SCALE: 1 =20
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_ •-�Associafcs Inc. DRAWN S ET
~ Landscape Architecture • Planning I.1- _ Q---1—OF 10
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N�NN�NNNN Old City Hall • Third Floor ::HECKEC DRAWING NO
LIMIT OF WORK Z 3612 Seventh Street • Riverside, California 92501 - ---- - R C E NO
License #1512 (714) 781-1930 12- DATE FILE NO /
RHA #89161
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SEE DEMOLITION & GRADING NOTES SHEET C-1
DESCRIPTION OF REVISION DATE CITY
APPROVED
DSCA CITY OF RANCHO CUCAMONGA
,\Eh t+EA4vfgNy99�ti BASELINE mmIAN:
' W ti C7
HAVEN ASE.
�S. ad .` - * TO DEERCREEK CHAMP-. EL
* Date
OFCA CONSTRUCTION PLAN
APPROVED BY / DATE' C
CITY ENGINEER R.C.E. NO. 22397
Randolph SCALE: 1tt 20' RECOMMENDED
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�,�ASSocla Inc. DRAWN E E T
F— Landscape Architecture • Planning OF
O Old City Hall • Third Floor CHECKED DRAWING NO
Z 3612 Seventh Street • Riverside, California 92501 RCE NO
License #~1512 (714) 781-1930 042 DATE FILE NO
RHA #89161
SHEET NO. OF 15
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IRRIGATION NOTES
1. AVAILABLE WATER PRESSURE RANGES FROM 140-145 PSI.
DRIP IRRIGATION SYSTEM DESIGNED TO 25 GPM AT 85 REGULATED PSI.
2. LATERAL UPSIZING LOCATIONS ARE APPROXIMATE
CONTRACTOR SHALL SIZE LATERALS AS FOLLOWS:
1-10 GPM = 3/4",10-15 GPM = 1", 16-26 GPM = 11 /4".
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3. ROUTE MAINLINE AND TREE LATERALS PARALLEL
TO CURB WHERE POSSIBLE.
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4. SAWCUT AND PATCH ASPHALT WHERE MAINLINE AND
WIRE ROUTING OCCURS UNDER PAVING.
y 5. INSTALL ALL CALSENSE EQUIPMENT PER
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CALSENSE SPECS AND RECOMMENDATIONS. FOR
ADDITIONAL INFORMATION CONTACT
TOM GENTILE AT GENTILE ASSOCIATES (714)458-0129.
A CALSENSE REP.SHALL BE PRESENT AT
INSTALLATION OF ALL EQUIPMENT.
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STATION #
I VALVE SIZE GPM
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DESCRIPTION OF REVISION DATE PITY
APPROVED
CITY OF RANCHO CUCAMONGA
ALZCRNATC Na , t ..
BASELINE MEDIANS.
HAVEN AVE.
TO DEER CREEK CHANNEL
IRRIGATION PLAN
APPROVED BY DATE'
CITY ENGINEER i �i' `` ' y R.C•E. N0. 2-
RECOMMENDED
P Randolph SCALE: 1"=20
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1"Associafes Inc. NEET
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Old
City Hall - Third FloorL
DRAWING NO
3612 Seventh Street - Riverside, California 92501 --------- -- -- RCE NO ��
License #11512 (714) 781-1930 DATE FILE NO 13
RHA #89161
5HEET NO. 7 0F 16
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I-LTEIZNAZE. No. t BUILDS EluTT{ZE SYSTEM
ALTGRI ATE No . Z S4( LOS THIS SHEE-T ONLY
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DESCRIPTION OF REVISION DATE CITY
APPROVED
CITY OF RANCHO CUCAMONGA
A, BASELINE mrDIAN:
sH"rN AVE.
S� r-z
CS -A
y- - TO DrERCRrEK CHArimrL
f IRRIGATION PLAN
APPROVED BY
I DATE:
CITY ENGINEER V R.C.E. N6. ZZ-59 7
~` Randol h — t RECOMMENDED
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Old City Hall • Third Floor CHECKED DRAWING NO
3612 Seventh Street • Riverside, California 92501 _ RCE NO
License #1512 (714) 781-1930 XD DATE FILE NO X392
RHA #89161
SHEET No. —10 of 15
MEYERS : SYMBOL MANUFACTURER-MODEL NUMBER PATTERN RADIUS PSIQ H F P H ) `r) DETAIL REF REMARKS
MEUG-I-M 29S ENCLOSURE .OTE
ELECTRIC METER 1. EQUIPMENT TO It IRSTALLEO AT A MINIMu+ OF 24- FROM AMT STRUCTURES ON M ROSCA►ING. ® G%s -L%C� (�Cc - -SL-) 2 �i,l'3/D I-� 1.1 T ge_- -LIC' -C-7 TH{Z��.D D iT ijc;�
QP�� - 2 f ! 1 = 5 -50
COLOR CODED MAP FOR VALVE �AL_Go Irl�i
G ' f I-
r - - - LOCATION INSIDE (PER. SPEC'S. )
,- r-WIL U 2000 cOnrRV.0u1A
WALL MOUNT CONTROLLER - 1• UNIT IS NEAT 10 ! STRUCTURE (If. All. BUILDING. ETC.) MOUNT TEST COCKS OR
VIM sT
OR NON• RUXTURE Bloc.
MOUNT WITHIN ENCLOSURE. o►EN I.IcT S}�p4•ItJ G.�1.�.{� G"(- I'L5 CTT. Tt��'It��i G+. I '��f�. I -t
L_ __J 120 VOLT WIRE IN RIGID STEEL BPASS UNION
------------------•T-DACKFLW ►REVENTOR ASSEMILT �- c;w LJN �p•l�(o �GGv - I2� GHQ. VPy.,V G , ( -
CONDUIT (PER LOCAL CODE) LINE
SIZED tlRASS
ON-OFF SWITCH AND 110 VOLT GATE VALVE -IRASS Nr►LE TTPIUI (/) PLACES Nc7--_--4 o w N
EXTERIOR OUTLET TO BE PROVIDED BY
r CONTRACTOR. IRASS 90• ELL - TYPICAL (2) PLACES
LOCK NUT
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COMMON WIRE/CONTROL WIRES IN )" __.' IRASS NIPPLE I "
FINISH I _ ____________
Q 1 12 I►�lD•"T�'�-• I`'i�"��r - G- ►.i 1' :'r -rc� Gear 7t�i✓V�.7 =►.1 w 1..1t� :.�- t]I - .I
GRADE 8.. L J SCH. a0 PVC CONDUIT -
2' X 3' X 4" CONCRETE FOOTING IRASS
MIN. STRAIN 111TH 60 MESH
MDHCI SCIEEN ® " j � ".•_ pJ_ II n
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? INSTALL A MINIHUN OF 3" ABOVE I� W!�k� /JG ��'�' •i'�:�P �-- A4 •`teI`txa.
I c m a ,d GRADE AND SLOPE TOP TO DRAIN = G"THICK z 12- WIDE CONCRETE PAD
w I-
_ _ Iilll-=� AT A MINIMUM OF 2% _ (LENGTH VARIES ►EN MAMUF►CTURER)
�71_11
I I I � e 12- SLOPE TO DRAIN AT MINIMUM 2%
�- I z 1_�, ��, VIII r,;.
Il ll+ - ! _ Il li __ i', OF 14 DIRECT BURIAL WIRING TO I FROM WATER SOt110E FINISH GUDf y
VALVES: BUNDLE AND TAPE EVERY + (✓ � I'2� ti.1C�'IIZD ��+� �GC�I� 1 I"� ��' ''�� G I' �' I�.i NI�o T- ZII ��,. �ti Vaf„�/�, �/�-I�✓ Si
., c.., I-_ 1-4 !�-t•�� t"1 t� UG
6 15 FT. O.C. INSTALL WITHIN MAIN II � I.A � '�, w_ ..
JIIII ,. �� S ��NI ��•t:.� �� ��L,L MSU ►�l� I1� A, ILINE TRENCH. ' i fl►rJUFr' `�U F-F-VI In- Q
REFER TO DETAIL NO.NOTES: -ASS R11►lE TYPIUL NI T-11� G�A"'� \h6-L\/F, - t✓ iI�C SIZ>✓ b I- '�
(2) KJ►CES I
6L, F`V6 - �- �;-I2- f�L�-hl � MIN -4/4
1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES 12-zl2•z12' CONCRETE
LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTIO4 9C90'. COMPALTIOR THRUST BLOCKS - TYPICAL 111111111111 G�. ? i�`j p�G I�IA;I�arjlJ �I� L�+i� �► I - NIIF+l
FINISH: 2 COATS ANTQMV0HrrE SEMI-GLOSS ENAMELCOLOR PERtITV' : _ REWIRED (1) PLACES
2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. " �' �I I I, SCM AO PVC PALE ADAPTORS � G, P61H 4_ v(:;, FI PL," V_o945 � ���i �. -� I`�! dye.�
3. TYPICAL (2) PLACES ri Qi 1 % T ' �. i•% I� C
NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTRUI. VALVE. � I 0 0.. I ���.} �� �� I I�'V wl�� �j�r.:�v� ph ,.�.! �.� v .✓ v 4. CONTROL CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL �p 8 lT1tE TO SYSTEM
-r ,� n } -" ( �tXn� P �'- - �-, E�
VALVES AND AUTOMATIC SPRINKLER CONTROL OMIT STATION CONNEL-TIUN SEQUENCE. V - I� �j,Oi !?V.JI�I �.1�' C7I�C2�i ; C ��+I�� G I I L.jK- �I�Li I�'U ,�. I/J/ I"I/S-{tJLIN
SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR
CORRECT VALVE SEQUENCE.
_o Qr.��lfz-D �� L`i.. C��I� Gnu 1 .4
S. RUN ONE EXTRA WIRE (COLOR: URANCE) TO FARTHEST RCV - FOR FUTURE USE. IRASS 9C• ELL - TYPICAL O _4 T �- 1. n
j I �-+ `•D' (2) mxts G!- '.IC. -�"..rlr I Yfk-� �-f E'i.�'.�- 12� I2 x I� '1.1'� r F I AT Zf� �/a`Yt-, I t����A U A (,..►J j-
.,� ® C,H i.-I G,T I I-e5 (J L L?.,-
MANUFACTURERS' PM. NO.: (213) 721-0I50
�""'�'�' -�,"�rl ,.. Cl` r MG•I�I,. I►.l - 17-EL P--P- F-- 1 Ir.I6�TA-I� , Vic:, '"1.�11:.Et�1
�?' P�°'I�,d,�-I-s✓! -rte `=rte ".'"-r ❑ N I I � T-211 fD P&F-: V^L.v - L_I ti►E sI -
A CONTROLLER B BACKFLOW DEVICE IRRIGATION LEGEND
C o A1C.
ROUND CONC.-VALVE BOX S COVER
MARKED "IRRIGATION GATE" I I'- --- l HARDSCAPING
"CHRISTY" FI.8 BOX S F!.fi0 LID (OR EQUAL}
CHRISTIE CONC.VALVE BOX
2' IN SZ•iRtIB AREAS , " IN LAP,
--
FIPiISH GRADE '" IN PLANT ?cOS FINISH GRADE I i - CLEAN BACKFILL - SEE SPECS. FOR
- -
MATERIAL. 90% COMPACTION REQUIRED �_ ' ��' 0%,
UF14 t _
WATER-PREIF
r 093 EXTENSION I li S I (9 1 1
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C�ECIMIS ` ' 1 = _i I j gQ = ',II` _-IIIIII I'_ NON-PRESSURE LATERAL LINE: SCH. 40 II
1 21 ! Illli i
=112' I' '^IJ+II SNAKE PIPE IN TRENCH
S PIPE _[ I RED 10 PIPE S AmET>ERS OR 30" = '
OLV4ETERS WHICHEVER IS LARGEST _ IIIIII
0R 30"WHICHEVER =jL, z I 1�4E, �
IS LARG T �-- FLAW i I = CLEAN BACKFILL - SEE SPECS. FOR
11 = I (III = MATERIAL. 90% COMPACTION REQUIRED
--IIAIrLIrE I ; PRESSURE SUPPLY LINE: SCH. 40/CL.315 _
i• FLAW SENSOR 1 ; ! a ,II IIIIII SNAKE PIPE IN TRENCH N SAND
I I+ BRASS GATE VALVE _ _- !', = cLj
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" EXTEtC=4II i II' WITH BRONZE HANDWHEEL -III 1=J I�II�I- , ; +J -.II NON-PRESSURE LATERAL LINE SLEEVE
III II SIZE TWICE DIAMETER OF NON-PRESSURE I �I' PROVIDE 2" OF CLEAN BACKFILL Iill Ili LATERAL LINE
6• Mlrt o �Lll„-- �I) II �, CONTROL WIRE SLEEVE - SIZE PER PLAN
PEA G
• RAVEL
. . ;. lilm_ 12 TYPICAL _
DRAIN SLRP z Iiliil= • ' ` v CONTROL WIRES - BUNDLE AND TAPE = INSTALL ADJACENT TO PRESSWRE SUPPLY
��-��CS•�-��•,�a• C, 3/4" WASHED CRUSHED AT 15" O.C. AND INSTALL ADJACENT N= LINE
0 _ a IIIIIAGu ,� u+iEBASE TO PRESSURE SUPPLY LINEo60 Min _
IIIII~IIIJii' IIIU�II III
III - PRESSURE SUPPLY LINE SLEEVE - SIZE
I)iill,=iIJJIJ
TWICE DIAMETER OF PRESSURE SUPPLY
1 6" TYPICAL LINE
SCH 40 PVC MALE ADAPTORS
NOTE:
1. ALL SLEEVES TO BE SCH 40 PVC.
NOTE: NOTE: 2. EXTEND ALL SLEEVES 12• BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. I . PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION.
C FLOW SENSOR D GATE VALVE E TYPICAL TRENCHING F TYPICAL SLEEVING
DRIP EMITTER SCHEDULE
2 LEGEND,.
�. I 14 1. CONK. CURB 1 GAL. SHRUB - 1 EMIR OUTLET PER SHRUB
- 3 SHRUBS PER SALCO PC6-2 EMITTER
- CAP 3 REMAINING PORTS FOR FUTURE
2. COBBLE
3. MAINLINE 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB
- 2 SHRUBS PER SALCO PC6-2 EMITTER
4. PVC CL 200 LATERAL- 12" DEEP - CAP 2 REMAINING PORTS FOR FUTURE
5. PVC SCH 40 SLEEVE - 24" DEEP 15 GAL. TREE - 4 EMITTER OUTLETS PER TREE
- 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS
6. TREE EMITTER - 18" FROM TRUNK - REFER TO DETAIL SHT. 1-4 - CAP 4 REMAINING PORTS PER EACH EMITTER FOR FUTURE DESCRIPTION OF REVISION DATE CITY
APPROVED
• _ 7. ACCESS SLEEVE NDSCgpe CITY OF RANCHO CUCAMONGA
- - - -
8. EMITTER OUTLET SALCO PC6-2 (6 OUTLETS @ 2GPH EA) �(� %\tg HEAyI N'�i9Cy BASELINE MEDIANS:
- 9. DISTRIBUTION TUBING - SALCO CT-125 - PLACE UNDER MULCH BUT ON
FINISH GRADE,W/8uG cAPS (6 FT. MAX. LENGTH ONLY) ¢ W N
HAVEN AVE. TO
10. SALCO EOCV-125 EMITTER OUTLET CHECK VALVE Data DEERCREEK CHANNEL
3
11. SALCO DTS-20-400 PLASTIC TUBE STAKE �f�rFL�FIRRIGATION DETAILS
II Io q 13 � OF c�
12. 5 GAL. SHRUB APPROVED BY: r DATE:4!'L .?�
I� 13. 1 GAL. SHRUB CITY ENGINEER % f'--�--zr�-- -=f RC.E NO. f
8 9-�
14. 4" THICK CHIPPER MULCH Fai Randolph DESIGN RECO MENDED
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Old City Hall • Third Floor
SHRUB AND TREE WELL INSTALLATION Lice Seventh Street • Riverside, California 92501 CHECKED DRAWING NO
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WKIO '11AIGATION ACV' 11
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I• IN I,,AWN AREALBRASS NIPPLE �I S
IN PLAA7, BEDS
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ELECTRIC CONTROL VALVE .� 7
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"��; •� �; ' ; .,•'•; t— — _� --_ -•—CONTROL I COMMON TIRES STREAM PRESSURE GAUGE. SALCO DYSFG - PLAN SIZED*
3. REMOTE CONTROL VALVE - RAIN BIRD PRESSURE SERIES - PLAN SIZED 1 . 4" THICK SHILEDD[D CHIPPER MULCH COVER
4. SCH. 80 CLOSE NIPPLE - SAME SIZE AS RCV
Z FINISH CWE
/�' WASHED CRUSHED AGGREGATE SCM Ao PIC s.s.1 IEE I PRESSURE SUPPLY LINE S. MPTX SLIP. FITTING - SOLVENT WELD 3. SALCO CI.125 EIMITTtIt DIST. TUBINC
6. SCH. 40 PVC SXSXTTEE 4• ACCESS OPENING FOR TUBES WITH EOCV-125 OUTLET CHECK VALVE AT ENO$.
BASE NOTE: 7. PRESSURE SUPPLY LINE S. SALCO PCb 4 MULTI-OUTLET EMITTER VITH TORO
8. SCH. 80 PVC NIPPLE - SAME SIZE AS RCV 710-07 THREADED ADAPTER FOR 1/2'• D1AmLTER SCH. 90 NIPPLE
I. INSTALL CONTROL VALVES A N;N;Nl1R Of 12' FROM STRUCTURES OR MAJtOSCAPING. b. 1/2** D1APtLnR SCH. Bo NtPEu - 1" AIN.
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2 INSTALL VALVES IN PLA7FT BEDS WHEREVER POSSIBLE NEXT 10 SIDEWALLS. 9• (2) 2-1/2 X 3-1/2 X 7-1/2 COMMON RED BRICK PER SIDE 7 . SALCO DAS-B ACCISS SLEEVE, SIT LID I" ABOVE FINISH CWE
10. 3/4' OR 1' CLASS 200 PVC LATERAL LINE 12' CLEARANCE BETWEEN PIPE & B. GRAVEL 3/4" WASHED AGGRlGATL OrIT
). PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR MUDSCAPING. BOX
11. CONCRETE VALVE BOX AND LOCKING COVER MARKED CYR 'IRRIGATION e. TRIPLE STAEfT Ill (TTP.)
4. PUCE AGGIIEWTE PRIOR TO INSTALLATION Of VALVE IOP. (
S. ATTACH •CIAISTY• VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND CONTROL VALVE' CHRISTY B3 BOX AND B3TL LID
VALVE NUMBER , TO CONTROL wit[. 12. SOLENOID WIRES. PIG TAIL LACE V LONG ADJUST IN FIELD PER CITY
VAL
*INSTALL SO AS TO BE PARALLEL TO THE GROUND PLANE
A PRESSURE REGULATOR B ] MASTER VALVE C DRIP REMOTE CONTROL VALVE D EMITTER W / ACCESS SLEEVE
ROUND C^!•!^_. "VALVE BOX & COVER
MARKED " IRRIGATION PURGE VALVE
"CHRISTY" F 8 BOX b F .8D LID (OR EQUAL)
Ih PLAN' BEDS RAIN BIRD 33 OLRCYTTH YELLOW STRUCTURE OR
MINIMUM I FINISH GRADE
RUBBER CAP - SUPPLY ONE KIY I HARDSCAPING
'SNAP-TITE' PER 12 QCV'S INCLUDING ROSE
3
5 1 i IIII �' __- . .:� VIII ELECTRISAL FINISHSCRADE - INSTALL IN
CC7tNECTQRs PUNTER BCD ONLY 18 Maximum
FIKISH GRADE ->r-- - -- -- -- t
o 11 r . . -
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r �I IIS �I�III� ICOKTIRIOL ' ' • ' • ' = STAINLESS STEEL
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ro ) li`III=^ 'I' _ BRASS BAr_J_ VALVE
WITH BRONZE HANOWHEEL ROOT SYSTEM BRASS 90° STREET ELL
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-
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2. :" LODGEPOLE PINE STAKE (PLR CITY STANDARD)
3. FINISH GRADE: " BELOW TOP OF CURB
A. EMITTER: SALCO PC6-2 WITH TORO 710-01 THREADED RISER FITTING OVER
SCH. 60 1/2" K 1/2" RISER �PRISSURE SUPPLY
- S. EK15TlNG HARDSCAPE EDGE
b. MAILEk< UIPLE STREET ELL NOTE: --
� LINE FITTING
- -CL 200 rvc LATERAL LINE
PRESSURE SUPPLY LINT
e. ACCESS at.!!E!?Vk - _ - - 1. PROVIDE 3/4' DLA.X 36' LONG COILED TUBE WITH THREADED FTTTIr4G
9. TRLE PLANTING PIT PER CITY STANDARDS
10. GRO-POWER PLANT TABLETS PER MANUFACTVRZR'S LECOMMENDATIOMS i`TTI+CFiED DOYVPI;TEA7r1 GF L LVE
I l "DEEP ROOT'DEEP ROOT BARRIER INSTALL PER MANLIFACTIIRER'S RECOMMNEDATIONS
E TREE WELL EMITTER F PURGE VALVE G MOISTURE SENSOR H QUICK COUPLER
a • 70 -
COMMON
WIRE VALVES
DESCRIPTION OF *REVISION DATE CITY
0 CDtiTRDI.
APPROVED
WIRES CITY OF RANCHO CUCAMONGA
CALSUCE KDSC4
BASELINE MEDIANS:
WrC1 HAVEN AVE.
WATER FLOWIN - W
TO DEER CREEK CHANNEL
0 0 m 0
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MASTER FLOW BACK-FLOW WATER APPROVED BY: DATE: 'VALVE CITY ENGINEER (- �` � �- 22397
RC.E N0.
SENSOR PREVENTER METER
N RandolphDESIGN REE
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CONTROLLER / EQUIPMENT DIAGRAM J old City Hall • Third Floor
3612 Seventh Street • Riverside, California 92501 CHECKED R.C E NODRAWING NO
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PLANTING NOTES
1� �A 1. PROVIDE 4" LAYER OF CHIPPER MULCH IN ALL PLANTING AREAS.
k 2. PLANT CLEARANCE FROM CURB BASED ON CENTER OF PLANT.
3. ALL TREES SHALL BE PLANTED WITH ROOT BARRIERS.
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CITY OF RANCHO CUCAMONGA
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F< � BASELINE MED
IANS:
HAVEN AVE.
TO DEER CREEK CHANNEL
. PLANTING PLAN
APPROVED BY DATE: `/20 '/L
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SEE 1
DESCRIPTION OF REVISION DATE CITY
APPROVED
- CITY OF RANCHO CUCAMONGA
R
BASELINE MEDIAN:
F ' Y HAVEN AYE.
so TO DEERCREEK CHANNEL
PLANTING PLAN
APPROVED BY.
DATE
CITY ENGINEER �, ""-"``� R.C.E. NO. Sz` 9
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License #1512
(714) 781-1930 DATE FILE NO
RHA #89161
SHEET No. 1.4 or 15
BOTANICAL NAME SIZE DETAIL REFERENCE REMARKS
VOTE.
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f=�. -1 - 43 ' HT 2-
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1. l+NT0.NGlE MATTED ROOTS BY LOOSENING All ROOTS AT EDGE OF ROOT BALL WITH WATER MN�, F� �, •}�� ���r'{�i�j
IL3Gain 1 —✓ H'1'>C 'z-3 `�r'G
F20M HOSE. 00 NOT CRACK ROOT BALL.
2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR
PREVAITO PLANTING FOR OB SERV0.TION
LIN
1. STAGE TREE PfR►E"01CU1LAA TO PREVAILING N�Nr�iNP• r�Mrhi i,f-& , NAIJ1Ar
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� f21 CINCH TIES SaACL'll 24' APART FOR
CITY STREET TREES OR
(1) 24' V,I.T TWIST 6RA:F RANGES SCREWED
1
12" MAXIMUM TO I8'1 LODGE POLES WITH GALV. SCREWS
I
2' DIA. LODGE POLE PINE STAKES 8' LONG
WITH WOOD PRESERVATIVE STAIN,
STAKE A MINIMUM OF 12' INTO UNDISTURBED .--APPROVED TREE STAKES 3" BERM TO FORM DEPRESSED
SOIL AND ALIGN STAKES OUTSIDE ROOT ,AL1.. (2) PER SPECIFICATIONS WATERING BASIN
` 6' 014 PVC PERFORATE) PIPE - FILL WITH
112' WAS4: CRUSMEJ AZZAI:,ATE BASE FULL
LENGTH OF PIPE ILXA'; IS- FROM TRUNK) —
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"GROW-POWER" PLANT TABS PER
MANUFACTURER'S RECOMENDATIONS
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DEEP WT OR EOUAL CONTROL PLANTER22-2s-18► oaBACKFILL MIz PER SPE[IFICATIONSE.CAk.
T L -GRDW.POWER- RJUT TABS PER CONTAINER PLANT ROOT BALL
MAMUFACTL1REt'S REMMENOATIONSBACKrIu M1: P{t srtctctuttowsPLANT PIT TO BE (2) 'I'!ES THE
WIDTH OF THE ROOT BALL 3 12"
NATIVE -SOIL BELOW THE BOTTOM OF THE ROOT
TWICE ROOT BALL DIAMIETTA BALL
PLANT PIT 'D i; (2) TIMES THE
WIDTH OF TME MCC' BALL 6 12'
• ' , • BELOW TME a._M OF THE ROOT NATIVE SOIL
BALL
A TREE PLANTING B. SHRUB PLANTING
GRANITE BOULDERS
SIZE PER PLAN
BURY BOULDERS 1 /3 DEPTH
NOTE: WITH NATURAL SURFACE
1. PROVIDE SCORE JOINTS AT 10'-O' O.C. AND 3/8' BITUMINOUS FELT EIPAMSION JOINTS EXPOSED
AT 20'-0' O.C.
2' IN PLMT IED CONCRETE NSW CURB -RADIUS ExPOSED EDGES
AHO FINISH PER PLAN ( INSTALL Al BADE
LEVEL AT SW►LE CROSSINGS)
FINISH GRADE FINISH GRADE
(UNLESS OTHERWIS�STRUCTED)
u1
C CONIC. MOW CURB D BOULDER INSTALLATION
1. CONC. CURB PER CIVIL ENGINEER'S PLANS.
2. CONC. MOW CURB PER DET C, THIS SHT. CONTRACTOR IS TO PROVIDE A SAMPLE ROCK AREA SET UP PRIOR TO
CONSTRUCTION OF COBBLESTONE INLAY. CITY INSPECTOR HAS FINAL
VARIES MIN 4' NfAX 10' VARIES3. GRADUATED 6" DIA. TO 12" DIA. LOCAL, RIVER RUN GRANITE COBBLE. APPROVAL OF ROCKWORK.
SEE CONSTRUCTIVN PLANS FOR SEE CONSTRUCTION PLANS FOR DIMENSIONS ADJUST PLANTER AREA GRADES TO FLOW @ 2% MINIMUM INTO DRAINAGE SUMP.
DIMENSIONS 4. MORTAR SETTING BED. — WET MIX— 1 PART CEMENT, 1/2 PART LIME PUTTY,. -
41/2 PARTS SAND CONFORMING TO ASTM C270
5. 1" COMPACTED SAND SUBBASE.
6 6. LOCAL RIVER RUN GRANITE BOULDER 18" DIA. TO 4' DIA. WHERE OCCURS -
3 2 1 SEE CONST. PLAN FOR LOCATIONS - SEE DET D, THIS SHT.
� 296 MIN. CITY
�-- 7. REINFORCED CONCRETE, 12" DIA. DRAIN BOX SET FLUSH WITH FINISH DESCRIPTION OF REVISION DATE APPROVED
GRADE. CHRISTY #V-1 W/#716213 GRATE.
d is ..
2°�•M�" 8. 12" DIA. X 10' DEEP AUGERED DRAINAGE SUMP. LOCATION PER CITY OF RANCHO CUCAMONGA
CONSTRUCTION PLAN. BACKFILL W/ 3/4" DIA. CRUSHED AGGREGATE. �NOSCgp
�4Q�OQ�Ep MEA44 F�9C
_ElBASELINE )MEDIANS:
4 5 9. 12" THICKNESS PVC PERFORATED PIPE - 10FT LONG. �~ ' N
10 ; . . 10. 4 SHREDDED CHIPPER MULCH. Sig ,
UJIw -4 HAVEN AVE, TO
g Data DEERCREEK CHANNEL
'60F
C f.1-1rC�� -
COBBLESTONE NOTES
APPROVED BY: � � DATE:
HAND PLACE IN CONCRETE SETTING BED WITH FLATTER SIDES UP TO FORM A CITY ENGINEER - '"� R.C.E. NO. 3J 2
.Q. UNIFORM SURFACE. DESIGN RECON HOED
Randolph
c DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN TWO-THIRDS THE -� ! -f
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ASSOCl1 CS,Inc. DRAWN SHEET
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..12- 01 COMPACT SUBGRADE TO HARD, FIRM, UNYIELDING SURFACE, SMOOTHAND J : P-3oF1
TRUE TO LINE AND GRADE; TEST FOR REQUIRED COMPATION PRIOR TO PLACING Old City Hall • Third Floor CHECKED DRAWING NO
ROCKWORK. 3612 Seventh Street • Riverside, California 92501
ELATION License #1512 (714) 781-1930 RCE NO 9p
E COBBLE / DRAIN SUMP INSTA �, DATE FILE No -f
RHA #8161
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