HomeMy WebLinkAbout1829-L DEVELOPER OWNER
A 0- W R0. T N H MAN - AV NU
CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
LA. NDSCAPE IMPROVEMEN rs
RANCHO CUCAMONGA, CA 91729
FROM HELLMAN AVE . TO WIO ARCHIBALD AVE . AND ARROWRTE . TCS
S/0 FOOTHILL BLVD .
LANDSCAPE MAINTENANCE DISTRICT NO . 1
VICINITY MAP GENERAL NOTES SHEET INDEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S
INSPECTOR.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE "GREEN BOOK" SPECIFICATIONS FOR PUBLIC WORKS INDEX
a CONSTRUCTION, 1994 EDITION AND 1995 SUPPLEMENT. SHEET DESCRIPTION
r 1 TIRE SHEET
_ FOOTHILL BLVD.
PLJ�N
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY 2 IRRIGATION AND
Y �r DAMAGE INSURANCE AS REQUIRED BY LAW. —
_ 4 IRRIGATION AND CONSTRUCTION PLAN
4/
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 5 IRRIGATION AND CONSTRUCTION PLAN
fir.: 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. d LANDSCAPE PLAN
1Mlson Av 7 LANDSCAPE PLAN
�j - 6. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT AND MAINTENANCE PERIOD OF 60 DAYS SHALL COMMENCE. SAID MAINTENANCE PERIOD d LANDSCAPE PLAN
9 LANDSCAPE PLAN
- Route 30 SHALL CONCLUDE ONLY AFTER VERIFICATION OF OVERALL PLANT HEALTH BY THE CITY'S INSPECTOR. MAINTENANCE SHALL INCLUDE WATER, SHEET 9
Cider construction) MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS SHEET 5
Highland Av ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING
NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE AND IS REQUIRED PRIOR TO FINAL ACCEPTANCE _a DEVON STREET
RANCHO _- OF THE WORK BY THE CITY.
CUCAMONGA
7. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
8. AT THE CONCLUSION OF ROUGH GRADING, THE CONTRACTOR SHALL ADD SOIL AMENDMENTS AS SPECIFIED IN THE SOILS REPORT FOR THE
�t PROJECT SITE. THE REPORT IS ATTACHED IN THE SPECIAL PROVISIONS FOR THIS PROJECT. �I
Arrow Rt
SHEET 8 SHEET 6 SHEET 7
Z
PROJECT LOCATION
_ --- 9. NO ROCKS LARGER THAN 3/4" WILL BE ALLOWED IN THE BACKFILL FOR PLANTS AND IRRIGATION SYSTEM TRENCHING. Li
-- Wr 10 s�lE SHEET 4 Z SHEET 2 SHEET 3
10. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525. < <
W = FRIANT STREE
4th St
11. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH STANDARD DRAWINGS 1, 11, 14, 28, 29, do 30 CONTAINED IN THE WORK AREA PROTECTION =
AND TRAFFIC CONTROL MANUAL, AUGUST 1999 EDITION, AS REVISED AND PROMULGATED BY THE CALIFORNIA JOINT UTILITY TRAFFIC CONTROL m
_- -.10 freewgy COMMITTEE. `
1i _ s 12. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ARE FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE
_ _ W FOR PROTECTING ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE — — —
RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS. ARROW ROUTE
13. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909) 477-2740 EXT. 4075, MONDAY —
THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE.
14. DURING THE CONSTRUCTION OPERATIONS ARROW ROUTE MAY BE REDUCED TO TWO LANES IN EACH DIRECTION AND HELLMAN AVENUE MAY BE
REDUCED TO ONE LANE IN EACH DIRECTION. ALL OTHER TIMES, ALL LANES SHALL BE MAINTAINED EVENINGS, WEEKENDS AND ALL OTHER NON
WORKING TIMES. THE TRAFFIC LANES SHALL BE MAINTAINED ON PAVEMENT, AND SHALL REMAIN UNOBSTRUCTED.
MAINTENANCE RESPONSIBILITY MAP 15. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY UTILITIES
FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE TO SAID UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
16. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL The Contr0Ctor Shan notes Underground SWVIe Awt 1-800-422-4133 and the following utilities two
FOOTHILL BLVD. DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. working days prior to construction or regarding any problems.
80
17. ON THE DATE AND AT THE TIME OF THE SUBMITTAL OF THE BIDDER'S PROPOSAL THE PRIME CONTRACTOR SHALL POSSESS ANY AND ALL Southem Caiifomla Edison Co. — EMERGENCY ONLY 0 611-1911 #3
Southern
11-19113Southern California Edison Co. 909 357-6240
CONTRACTOR LICENSES, IN FORM AND CLASS AS REQUIRED BY ANY AND ALL APPLICABLE LAWS WITH RESPECT TO ANY AND ALL OF THE WORK Southern California Gas Co. — EMERGENCY ONLY 800 427-2000
TO BE PERFORMED UNDER THIS CONTRACT; INCLUDING BUT NOT LIMITED TO A CLASS "A" LICENSE (GENERAL ENGINEERING CONTRACTOR) OR Southern California Gas Co. — Jim Ming 909 335-7527
CLASS "C-27" LICENSE SUFFICIENT TO COVER ALL THE WORK TO BE PERFORMED BY THE PRIME CONTRACTOR IN ACCORDANCE WITH THE Verizon Telephone Co. — Bob Parent 909 469-6354
— PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET. SEQ.) AND RULES AND Verizon Telephone Co. — Dallas Stringer 909 469-6339
REGULATIONS ADOPTED PURSUANT THERETO. Verizon Telephone Co. — Jerry Faubel 909 469-6347
Cucamonga County Water District — EMERGENCY ONLY 909 987-2591
18. 3/8" FOAM EXPANSION MATERIAL SHALL BE REQUIRED AROUND ALL OBJECTS THAT ARE WITHIN A HARDSCAPE AREA. Cucamonga County Water District 909 483-7440
MAINTENANCE AREA
San Gabriel Valley Water Co. — L F. Montenegro 16261 448-6183
LW
O
-_ DEVON STREET LANDSCAPE QUANTITIES
Ilk
Arrow Route LANDSCAPE AREAS BY VALVE STATION
Trees QTY.
I 15 Gallon Trees — Crape Myrtle 67 STATION NO. AREA IN SF ^
1 938 l 1
MAINTENANCE AREA Total Area: 22999 SF 2 890 0 DESCRIPTION OF REVISION DATEa�
Total Acres: 0.52 ACRES ArPIlOwE�.:
L j Hardscape Area: 4398 SF 3 935
:D Total SQ. FT. existing Sidewalk: 11325 SF 4 944 �T �
Z Total SQ. FT. new Sidewalk: 596 SF 5 1058 F� CITY OF RANCHO CUCAMONGA
W Total Planted Area: 6680 SF O , 0
> I Hardsca a coverage not inc. sidewalks: 40% 6 850
Q W
p g �.., TITLE SHEET
z Z Trees Hellman Avenue QTY 8 11 3 F..� ARROW RTE. AND HELLMAN AVE. LANDSCAPE
Q LLJ 15 Gallon Trees — Crape Myrtle 47 9 773 11--4 IMPROVEMENTS
______ Q Total Area: 18087 SF 10 675 FROM HELLMAN
I I �__ �FR I AN T STREET w 11 1085 AVE. TO W/O ARCHIBALD AVE.
Total Acres: 0.43 ACRES
_ - - �— Hardscape Area: 3644 SF 12 792 AND ARROW RTE. TO S/0 FOOTHILL BLVD.
Total SQ. FT. existing Sidewalk: 9681 SF 13 656
Total Planted Area: 4762 SF -- APPROVED BY: - / DATE:MAINTENANCE AREA Q MAINTENANCE AREA Hardscape coverage not inc. sidewalks: 43% ��'_�pfESS/ CITY ENGINEER RCE: 24963
pE�pN PLAN PREPARED BY: �
7.7
CSB
CITY OF RANCHO CUCAMONGA
1 1 O �' 2�53 z
1" 10500 CIVIC CENTER DRIVE
I I RANCHO CUCAMONGA, CA 91730Ef
1 1
\ * Exp. 12-31-05 *�
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ARROW ROUTE Cor CPL% RXIL NO DRAWING NO
JAD FU No ,—� 1829 L
Underground
Service Alert
Can: TOLL FREE
MATCH LINE 11 + 00
0.1-800-422-4133( SEE SHEET 4) Two � DAYS BEFORE You aG
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32' 12' _ W
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STA: 10+70 n J a
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107.12' 1 Q3. 69.26' 69.27' 69.26' 68.72' 69.26' 24w LL_
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10+00 HELLMAN AVE.
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�� 17 18 19 20 21 22
MAINTENANCE AREA MAP
PLAN CROSS REFERENCES
FOOTHILL BLVD.
FOR DETAILS, SEE SHEETS 4 & 5
FOR SPECIFICATIONS SEE BOOK SPECIFICATIONS
FOR CORRESPONDING PLANTING PLAN, SEE SHEET 6
LEGEND:
p0 BOULDERS (SIZE PER PLAN) --- DEVON STREET
p
PORTLAND CEMENT CONCRETE IRRIGATION LEGEND: „>s
SYMBOLS DESCRIPTION MANUFACTURER REFERENCE THIS SHEET
COBBLESTONE PAVING PER DETAIL B, SHEET 5 (CITY STD. 542/mod.) ---0-- MAINLINE PVC PIPE, 2" & LARGER CLASS 315 STD. 532 wI
z CITY
-1n MAINLINE PVC PIPE, 1 -1/2" & SMALLER SCH 40 STD. 532 DESCRIPTION OF REVISION DATE
1 -1/4" SERVICE LINE (FROM P.O.0 TO METER) CCWD STD. 2A
Z Z- CITY OF RANCHO CUCAMONGA
NON-PRESSURE SUPPLY LINES & SIZE SCH 40 STD. 532 --==FRIANT T ` �`
CONSTRUCTION NOTES 3\4" PIPE UNLESS OTHERWISE NOTED '^f
1� CONSTRUCT 6- WIDE PCC MOW STRIP PER DETAIL B (CRY SID. 542/mod.) + REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-D STD. 520 I � Q IRRIGATION AND CONSTRUCTION PLAN
THREADED GATE VALVE - LINE SIZED WATTS 403RT-RW STD. 518 ; I i I ARROW ROUTE LANDSCAPE IMPROVEMENTS,
3�— INSTALL PULL BOX 6(S) PER CALTRANS STD. ES-1B AND ES-8 NON POTABLE QUICK COUPLING VALVE RAINBIRD 33 DNP STD. 536 NORTH SIDE ONLY, FROM HELLMAN AVENUE
I�4 — S„n„c�,T ARROW ROUTE TO 230' WEST OF ARCH I BALD AVEN U E
—f CONSTRUCT 4- PCC mEWALK PER CRY STD. 103CONTROLLER SEQUENCE
2 '° `�"' GALLONS PER MINUTE ------- ------- STA 10+00 TO STA 22+50
2 VE SIZEAL
7� INSTALL 1-1/2" SCH 40 PVC CONDUIT FOR IRRIGATION CONTROL VALVE WRING PER CITY STD. 533 REMOTE CONTROL VQapFESS/� APPROVED BY: DATE: G
�--� SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 STD. 533 J. 4��i CITY ENGINEER ,d ,( �� ��s RCE: 24953
~ 3' v DESIGN PLAN PREPARED By.
SPRAY HEAD LEGEND: n No. 24953 In CSB CITY OF RANCHO CUCAMONGA
Exp. 12-31-05 •� 10500 CIVIC CENTER DRIVE
SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM MFG BODY NOZ. OPTIONS REFERENCE MWN RANCHO CUCAMONGA, CA 91730 SHM
e
r
180° 5' 5' 5 SERIES MPR 30 0.20 RAINBIRD 1812 5H SAM PRS STD. 539 �7� CIVi<f � CSB 2 of 9
900 5' 5' 5 SERIES MPR 30 10.10 RAINBIRD 1812 5Q SAM PRS STD. 539 CHECKED RC.E. NO M'WING NO.
SCALE: 1w-20' JD DATE FU No t-zz 1829 L
SALVAGE GRAVEL 111 I 6
AND REGRADE v
DRIVE TO MATCH
II II ' 'll
w VERSE CURVE 3 UP. MAINTAIN 3 W z !Io 3
x 20' �_ > ACCESS TO ONE �< Irl _ > F
V10 14 GPM L.L. DRIVEWAY AT ALL X 12' 18' 18,
o
N o �_j �: TIMES Y J Lai
w
1 z a � w � � 37 m v aa' 8 n- I I 2 i z
c a n U) 0- c a
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V 1 1 22 GPM
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Ln Uj
5 BCR W \ _ Q
+ N as.24' P OPO D R4r --- �-- �_ _ --- D I 18" r w .
+ LL_
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I Y X18"X24" X24» 1.28. 0' 74" _ +, , J
LO W
Q 00 06 BOULDERS (TYP) - a 00 5 BOULDERS aypi10 U , L24" 18"/ Q o N 000 24" 36" m
N WLn PROPOSED+ PROPOS � _
U W C° ►� 4 4 Q 7 6W
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— - - — — — — - - —� --�' — - - — - - - -
GAS-- .. C
-+ - - - ARROW ROUTE N - - - - - - - - - - -
23 24 25 26 27 28
— — — — -ao" WATER-- — — — — — — — - 24+97.22 ARROW RTE. — — —
0+00 MALACHITE AVENUE 1 e=WATT-
- - - - — — — - - - - - - - - - - — — — - - -
— — — -.G- — — ---- — — A "HIGH EARLY STRENGTH CONCRETE" SHALL
CURVE TABLE BE USED IN THE REPLACEMENT OF PCC DRIVE
WAYS, APPROACHES AND SPANDRELS. THE
CURVE LENGTH RADIUS TANGENT DELTA CONCRETE SHAL BE CLASS 660-C-3750 WITH
C1 31 .47 20.00 20.06 1 90.09'42" NOT MORE THAN 3 PTS. CALCIUM CHLORIDE
PER CUBIC YARD OR AN APPROVED
ALTERNATE.
<
z
z z
c� s a
V13 1 GPM
Lt7 ^ 7 1
V11216 PM
+ = fi8r r r18 18" a
(� 60co .00' 60.00' 60.00' t-2460.00' 60.00' 70.00' 24 36 174.49' 24
- _ _ ---
N Of
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vm 8 N n 8" M18" 4w 40 4w 4" r 8"j 1 a + \
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Q - - - - - ARROW ROUTE AR- - - - $ \
- I - - - - - S89.53'30"E - - - - - - - - - - — —
'29 0 31 � - 32 - 33 - - - �- - 3---�—I - - - -
-rte" WRfi£R— —
MAINTENANCE AREA MAP
PRESSURE LOSS CALCULATION MAINTENANCE
CROSS REFERENCES
STATIC PRESSURE HIGH: 113 LOW: 100 FOOTHILL BLVD.
SOURCE OF INFORMATION: CARLOS FOR DETAILS, SEE SHEETS 4 & 5
SUPPLIER: CUCAMONGA COUNTY A - FOR SPECIFICATIONS SEE BOOK SPECIFICATIONS
PHONE NUMBER: (909) 987-2591 FOR CORRESPONDING PLANTING PLAN, SEE SHEET 7
VALVE STATION/GPM: STATION: V-11 GPM: 22 -
LML. $m FLOW RATE P.S.I. LOSS -
6UndergrDund WATER METER SIZE: 1' 24 GPM 4
Service Alert PRESSURE REGULATOR: 1-1/4" 24 GPM 9
BACKFLOW DEVICE: 1-1/4" 24 GPM 11
Coll: TOLL FREE FLOW SENSOR: 1' 24 GPM 0.5 DEVON STREET
1-8013-422-4133 IRRIGATION LEGEND:
MASTER VALVE 1-1/4' 24 GPM 0.5
TWO WORKING DAYS BEFORE YOU DIG GATE VALVE: 2" 24 GPM 0 SYMBOLS1 DESCRIPTION MANUFACTURER REFERENCE THIS SHEET
MAINLINE (CL 315) 2' 2550 LF 24 GPM 11
--- -
AUTOMATIC VALVE SIZE: 1' 24 GPM 5 �MAINLINE PVC PIPE 2" & LARGER CLASS 315 STD. 532
LEGEND: LATERAL LINE SIZE: 3/4' 8 GPM 8 -1/Z MAINLINE PVC PIPE, 1 -1/2" & SMALLER SCH 40 STD. 532 z _ DESCRIPTION OF REVISION DATE AP�p.
O00 BOULDERS (SIZE PER PLAN) 1-1/4- 24 GPM 0 1 -1/4- SERVICE LINE (FROM P.O.0 TO METER) CCWD STD. 2A <
PORTUWD CEMENT CONCRETE SYSTEM LOSSES SUBTOTAL47 -�� NON-PRESSURE SUPPLY LINES & SIZE SCH 40 STD. 532 _j < CITY OF RANCHO CUCAMONGA
JFRIANT STREET
FITTING LOSSES (10X OF SUBTOTAL} 5 3\4" PIPE UNLESS OTHERWISE NOTED = --
s IRRIGATION AND CONSTRUCTION PLAN
OOBBLESTONE PAVING PER DETAIL B. SHEET 5 (CITY STD. 542/mod.) ELEVATION LOSSES/GAINS (ECFV. x .433) -4 + REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-D STD. 520 I g 2i
TOTAL SYSTEM LOSSES: 48
THREADED GATE VALVE - LINE SIZED WATTS 403RT-RW STD. 518 < < ARROW ROUTE LANDSCAPE IMPROVEMENTS,
CONSTRUCTION NOTES L NORTH SIDE ONLY, FROM HELLMAN AVENUE TO
a1 -- CONSTRUCT s" WIDE PCC MOW STRIP PER DETAIL B (CTI'lf STD. 542/mod.) �GA�� � PRE � REQUIRED: � � NON POTABLE QUICK COUPLING VALVE RAINBIRD 33 DNP STD. 536 - - - -
CONSTRUCT 4m AC OVER 5" CAB PER CITY STD. 100-A AVAILABLE PRESSURE (LOW) 100 CONTROLLER SEQUENCE ARROW ROUTE 230' WEST OF ARCHIBALD AVENUE
(+) RESIDUAL PRESSURE: V! "I `�"' GALLONS PER MINUTE
_ _______ _______ STA 22+50 TO STA 34+50
2
4 SAWCUT NTRACTDR TO SET PRESSURE REGULATOR TO A SYSTEM REMOTE CONTROL VALVE SIZE FESS
Ptd APPROVED BY: DATE:
5 CONSTRUCT 40 PCC SIDEWALK PER CITY STD. 103 DESIGN PRESSURE OF 95 PSI. CONTRACTOR TO FEW ADJUST _ _ o ►JA J. CITY ENGINEER RCE: 2 953
REGULATOR AS NECESSARY. �� SLEEVES (2x SLEEVED PIPE OR PER PLAN) SCH 40 STD. 533 f. �,� ,�,
` V INSTALL SLEEVE 38" DEEP AND CONSTRUCT TRENCH REPAIR PER CITY STD. 1213
7 `/V/ INSTALL 1-1/2" SCH 40 PVC CONDUIT FOR IRRIGATION CONTROL VALVE WIRING PER CITY STD. 533
PRAY H N y �• �� '� o� "LAN P�E�ARE�, �� REcoM►+!FNOEn
8 CONSTRUCT 6r WIDE PCC MOW STRIP PER CITY STD. 5.34 S EAD LEGE D. W No. 24953
CSB CITY OF RANCHO CUCAMONGA
F
YMBOL ARC RAD SPACING DESCRIP110N PSI GPM MFG BODY NOZ. OPTIONS REFERENCE 4 Exp 12-31-05 10500 ciCC CENTER DRIVE
CONSTRUCT PCC DRNE APPROACH PER CITY STD. 101 41 * DRAWNRANCHO CUCAMONGA, CA 91730 SPIFFY
10 CONSTRUCT PCC SPANDREL PER CITY STD. 106-A a 1800 5' 5' 5 SERIES MPR 30 0.20 RAINBIRD 1812 5H SAM PRS STD. 539 `g�� C1V%V CSB 3 OF 9
11 12 DSCALE.UCT PCC ACCESS RAMP PER CITY STD. 102 IV 90° 5' 5' 5 SERIES MPR 30 0.10 RAINBIRD 1812 5Q SAM PRS STD. 539 ._x. OF `G� CHECKECHECKED R.C.E. NO �'WM NO.
JD DATE FU No W01-22 1829 L
PRESSURE BACKFLOW PREVENTER
ASSEMBLY
REGULATOR
I NIPPLE - TYPICAL
STRONG
14+75.14 HELLMAN AVE.
BOX NIPPLE
10+00 FRIANT STREET 1 SBBC-45-AL
HELLMAN AVENUE HELLMAN AVENUE ENCLOSURE 6" THICK X 12" WIDE
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NO_0'02 32 W _ CONCRETE PAD (LENGTH
I - I BRASS WYE STRAINER VARIES PER
1 12 13 14 151 1 FINISH GRADE WITH 60 MESH too SIZE/MANUFACTURER)
MONEL SCREEN I
O O SLOPE TO DRAIN AT
5 1� 4 1� 1� � 1� �� 12 MINIMUM 296
O O UNION
N - D D— D D D + D I 7 — 5- 6 p + � PVC SLEEVE
D S 1� D 18" LLJ �. ... REQUIRED FOR
r- 24w _ +•:° > ';:' ,'', . ` PIPE THROUGH
r- _ + „ +1„ + 1" 1 „ 1" + " + " + e-X CTI - - - - - :' � ,� - CONCRETE PAD
Ll D -V----- ------ - , <<..-� -T -- - _ .- _ _ - - -- -- -- -- J I_-I = I I-�_ _ =1 I 'I NIPPLE - TYPICAL
W __ _ - -- - -- - - - - - - - - -. _ - --- - - --- _- -- - — -.. . -- --- ---- -- - - -- - - _ -- -- I I -I (I I- _
-- -- — - }
LLJ - _-: - — - -- _- -- — -- - _ - _ - -- - _ - I _ _z - FROM WATER SOURCE - (2) PLACES
_ _ LTJ
Z
--- --- - _ a - S VC MALE
—1 - - _
n ADAPTOR
- -� CH 40 P
�� -J �� - 9076 COMPACTION I I m-
��.__ - - _ REQUIRED 111
= L1J 136.30' 69.00 X18" Vic ' " 51.00. W �� / _ - w 96.15' •ti m =� -I I1I-
Ln ,
U wU1 0 4 \ I O ( // CD4 TO~ER 1 F� _� -►
T V)
Ld
..
> 7 z w z D w �'' �I i.;' ,. ' LINE TO SYSTEMS
�/ ;� u_'; V5 122 GPM Y
J w 1 a cn 'II ! = II I ZC �� c ELBOW
MAINLINE AND ° z LL: CONCRETE THRUST BLOCK
`� �' ,, I; TYPICAL 4 PLACES
LATERAL JOGS i PER CCWD STANDARDS ( )
a f 8 8� 2' 'i
CUCAMONGA ACOUNTY WATER DI STRICT STANDARDS.
AROUND o aCL IGID PIPE
CATCHBASIN
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO
„�0 1 �3Q �I i �►i NOTES: CONSTRUCTION.
1 . INSTALL PER LOCAL CODES.
it 6p' 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY
STRUCTURES OR HARDSCAPING.
3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.)
!i MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE.
4. ORIENT UNIT PARALLEL TO STREET.
5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE.
6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF
DISIMILAR METALS.
POC 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER
POINT OF CONNECTION 8361 HELLMANAVENUE WHEN MAINLINE IS 3" OR LARGER.
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY
DOWNSTREAM TO A NEW 1" DOMESTIC WATER METER, REFER TO
CCWD STANDARDS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE REDUCED PRESSURE STANDARD PLAN
"K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 1-1/4" BACKFLOW PREVENTER
BACKFLOW PREVENTER, A 1" FLOW METER, AND A 1-1/4' MASTER 517/mod
VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. USE WITH STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION
STATIC WATER PRESSURE: 100-113 PSI DETAIL "ASYSTEM '
POC MAX MUMDESIIRRIGATION PRESSURE:
35 GPM
HELLMAN AVENUE
17 18 1 1 19 1 20 1 21 1 O
O ~ 1 D D D �
N + N,(�
+ f n D D D �—
`J N w N
CO — + + 18 24" +
0)
bi
bj W -- -- -- — -- - - — 1 - - - — —1 w ATTR- — z
\ - - - -- —
z - - - - -- -- - - -- - -- -- --- --- - - - - - _� - -- --- -- -- - - -
E M
_ -,-
-
_. _ _ _
m 1 _ N_ _ 2 Y - - -
t - - - - - - 2 ,. �— = W
— - — — — 141.77' X18" -24" 4" 4"�36" 8" 141.77 — — - 141.77' X18 �4" 4" 141.77' �71 - r 1 L j
U KEEP 5' CLEAR `<
�. 7
W
F— LLiJ 7 AROUND FH s 7 IE21 GPM Y QQ OL 3 ' L
O? O 12 .
V4 20 GPM N c c
SCE PLAN ,
1 a
z
THE CONDUIT PLAN IS NOT INCLUDED WITH THE PLAN SET AT THIS
TIME. IT WILL BE SENT TO ALL BIDDERS PRIOR TO BID OPENING.
i
IRRIGATION LEGEND:
SYMBOLS1 DESCRIPTION MANUFACTURER REFERENCE
P.O.C. POINT OF CONNECTION ------- ------- MAINTENANCE AREA MAP
PLAN CROSS REFERENCES
MI 1 " WATERMETER (PER CCWD) CCWD STD. 2 FOOTHILL BLVD.
STRONG BOX SB-24SS/120 & - FOR DETAILS, SEE SHEETS 4 & 5
E❑ ELECTRICAL PEDESTAL W/ AUTO. 16 STATION CALSENSE ET2000-16-LR- FOR SPECIFICATIONS SEE BOOK SPECIFICATIONS
IRRIGATION CONTROLLER RR-TP-1 -(40 STATION) STD'S 522 & 524 FOR CORRESPONDING PLANTING PLAN, SEE SHEET 8
TP-110 W/LR DOME _-
BACKFLOW ASSEMBLY ENCLOSURE STRONG BOX SBBC-45-AL I -.
1 -1/4- BACKFLOW PREVENTION ASSEMBLY AND FEBCO 825Y-BV DETAIL "A"
LEGEND: 1 -1/4" WYE STRAINER WILKENS YSBR (THIS SHEET) _ DEVON STREET
000 BOUIIMS (SIZE PER PLAN) ® 1 -1/4" PRESSURE REGULATOR WILKENS 500 SERIES STD. 517/MOD
PORTLAND CEMENT CONCRETE 1 -1/4" NORMALLY OPEN MASTER CONTROL VALVE SUPERIOR 3100 SERIES STD. 516 Nrs
WI
C088LESTONE PAVING PER DETAIL 8, SHEET 5 (CR1 " FLOW METER CALSENSE FM-1B STD. 516 THIS SHEET
Y STD. 542/mod.) --Q- MAINLINE PVC PIPE, 2 & LARGER CLASS 315 STD. 532 i pts
MAINLINE PVC PIPE, 1 -1/2" & SMALLER SCH 40 STD. 532DESCRIPTION OF REVISION DATE MPRMED:
< D
1 -1/4" SERVICE LINE (FROM P.O.0 TO METER) CCWD STD. 2A
11-1/2:� NON-PRESSURE SUPPLY LINES & SIZE SCH 40 STD. 532W_ FRIANT S ` ` CITY OF RANCHO CUCAMONGA
W O
CONSTRUCTION NOTES 3\4" PIPE UNLESS OTHERWISE NOTED I __ 01 IRRIGATION AND CONSTRUCTION PLAN
1 — CONSTRUCT gw WIDE PCC MOW y-�P PER DETAL 8 (CITY STD. 542/mod.) � REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-D STD. 520 < �
� HELLMAN AVE. LANDSCAPE IMPROVEMENTS,
THREADED GATE VALVE - LINE SIZED WATTS 403RT-RW STD. 518 47�4 _ 1 EAST SIDE ONLY FROM HELLMAN AVENUE TO
30-- INSTALL PULL BOX 6(S) PER CALTRANS STD. ES-18 AND E5-8 NON POTABLE QUICK COUPLING VALVE RAINBIRD 33 DNP STD. 536 ARROW ROUTE '
a— sAwCuT 650' NORTH OF DEVON STREET
55 CONSTRUCT 40 PCC SIDEWALK PER CRY STD. 103 CONTROLLER SEQUENCE
MVSTALL SLEEVES PER CITY STD. 533 AND CONSTRUCT TRENCH REPAIR PER CITY STD. 120 s� 4° ` GALLONS PER MINUTE -------PM STA 11 +00 TO STA 21 +90
REMOTE CONTROL VALVE SIZE
7 IINSTALL 1-1/2" SCH 40 PVC CONDUIT FOR IRRIGATION CONTROL VALVE WIRING PER CITY STD. 533 QapFES3� APPROVED EY: DATE:
12 INSTALL CONDUIT PER SCE PLAN �� SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 STD. 533 ����\ J. �,� CITY ENGINEER RCE: 24953
< i Dmm PSN PREPARED e1: REOOMMFNDED
Undergrou
nd SPRAY HEAD LEGEND: No. 24953
Service Aler l i 10500 CIVIC CENTER DRIVE
� Cse CITY OF RANCHO CUCAMONGA ad
SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM MFG BODY NOZ. OPTIONS REFERENCE W Exp t2-3t-05
Cab• TOLL FREE * ' DFtkWN RANCHO CUCAMONGA, CA 91730 MEET
1-800-422-4133 a 1800 5' 5' 5 SERIES MPR 30 0.20 RAINBIRD 1812 5H SAM PRS STD. 539 ��� CIV1x' CSB 4 of 9
OF
TWO WORKING DAYS BEFORE YOU DIG
90° 5' 5' 5 SERIES MPR 30 0.10 RAINBIRD 1812 5Q SAM PRS STD. 539 CAS
CHECKM R.C.E. No aawINc No.
sCALE: 1 =20 JD DATE FU No 2001 1829 L
(
HELLMAN AVEN U E
— I — — ---—1-- — — — — -F — — — X02'32"W
O 22 — — 237-
3 I 24 1 25 1 26 1 1 27 1 1 2
u, 23+34.77 HELLMAN AVE. Ln 1 0 Ln U1 v, cn
D 10+00 FRIANT STREET I D D D D D D
6
( N C1� -� N N 18• w J
0[7-2w + + + + + ++ 4w W �\
— — — - - —
01
W _ . - _ H. _
F
00
_- _ — -- -- - - - -- _- .�—. .r n-- - - - --
.. I -= AABA66AAA66A666 �A666 — _`_ - -
�. �--J
W —
W �196.40'— —
\ \ / —� 68.21' 68.21'
8w Z4" 8 i 4 36 8 f 68.21' 68.21' 68.21' — O�24w
24-Q w it j �/ i z D V2 1 GPM 7Ln
a o
2 > ;; 7 7 I I m
�-
LOCATION SHOWN IS O I I N� z a U W
DIAGRAMAIIC. BOXES n III I Z
SHALL BE INSTALLED IN a_ II 0 I III < Q (/)
LANDSCAPETHE R
BETWEENS SIDEWALK AND
CURB 11 � �I III
Iii��i1-1. 8
30 3 !
6bp i
j
I, I ( III
I
IRRIGATION GENERAL NOTES:
NEW WATER METER (SIZE PER PLAN) . AS PROVIDED BY CCWD, IS REQUIRED AT THE PONT OF CONNECTION.
z z THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF THE NEW
g 6' PCC MOW CURB PER CITY STD. 534 METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEEDURES.
CURB do GUTTER FLAT SIDE UP 2, CONSTRUCTION WATER SHALL BE METERED BY CONNECTIONS TO THE LOCAL FIRE HYDRANTS IN ACCORDANCE
CURB MORTAR COBBLESTONE TO CUCAMONGA COUNTY WATER DISTRICT REQUIREMENTS AND PROCEDURES.
C a SIDEWALK
3. A FINAL INSPECTION WITH THE CITYS INSPECTOR WILL BE REQUIRED PRIOR TO THE CITYS ACCEPTANCE OF
HELLMAN AVENUE
PLANTER 7 ( �) ' 7-- THE EXISTING AND PROPOSED LANDSCAPE AREA AND IRRIGATION SYSTEMS
- - - � - - -J - - - - -
29 4. . . 4. THIS DESIGN IS DU►GRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN SIDEWALK AREAS ARE FOR DESIGN
CLARIFICATION ONLY AND SHALL BE INSTALLED WHEN POSSIBLE IN PLANTING AREAS. AVOID ANY CONFLICTS
1 i d C G Q 4 3' MINIMUM CONCRETE BED BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK. UTILITY LINES, UTILITY EQUIPMENT, AND
1 I UNDERNEATH COBBLESTONE ARCHITECTURAL FEATURES'
O D SIDEWALK HARDSCAPE 5• CONTIMAL RACTOR
SPRAY ONTO WALKS, STREETS, WALLS,FLUSH AND ADJUST ALL HEADS TWD VALVES FOR ORTIMUM COVERAGE WITH
N
+ x ca NS. WHEN VERTICAL OBSTRUCTIHYDRANTS,
ONS (FIRE STREET LIGHT'S. ETC.) INTERFERE WITH THE SPRAY PATTERN
U U1 + `�� JOIN AT RIGHT ANGLES (1YP.) OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE. THE IRRIGATION CONTRACTOR SHALL FIELD
— CDL-- ! T � 0 ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE
NOTES: OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SWILL BE MADE AT NO ADDITIONAL
_. - -- - -- -- - - -- - -- -- - --- - ------ -- - - - -- - -- COST TO THE CITY
W W - - - - - - - -- - _Tr_
F--—. - - V' I i. AT ALL APE SHOULD FOLLOW GRADE INHERE SLOPES EXIST AND MAINTAIN A 2X MIN.
�-}-�. - AT ALL TIMES WITHIN THE R.O.W.
> `--'1 <. -= _ . _:.1 7. INSTALL Two (2) SPARE ORANGE WIRES ALONG THE ENTRE LENGTH of THE MAINLINE TO THE FARTHEST
z . BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/ EMBEDMENT REMOTE CONTROL VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL
— 3 ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS �D' MORTAR. 1 PART GEMENT TERMINAL STRIPS IN ENCLOSURE RE FOR IRRIGATION WIRING.
2 M
_ — AC ORTAR.
75.75 Q 130.75— TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO 'DRY-PACK" IS ALLOWED)
F"- 4. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO 8. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER PER WEEK ( /SHRUBS)
Q m On ( O PROCEEDING WITH REMAINING ROCK WORK. APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY
_ - T Y r z } O I 5. FINAL RESTING PosmON of ALL ROCKS ro BE APPROVED BY THE THE CITY INSPECTOR. ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
U EJ20 GPM 2 Q D d LL BL
6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECT04AE DISFIGURATIONS AND
W o U v EXCESSIVE IRON CONTENT. 9. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH PONT OF
< CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR
MAINLINE - LOCATION Q o z U a_, 7. CONCRETE CLASS 520-D-2500.
Q S H 0 WN IS D I A G R A M A TI C. J a SWIM VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY
�i
MAINLINE SHALL BE C ` RIVER WASHED GRANITE STANDARD PLAN CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY.
INSTALLED BETWEEN u 10. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA M BE IRRIGATED
SIDEWALK AND CURB COBBLESTONES 542/mod UNLESS OTHERWISE DESIGNATED ON THE PLANS.
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
f 11. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TDP OF THE SPRINKLER
DETAIL "B' HEAD IS 1/4• ABOVE FINISHED GRADE.
12. FOR THE PURPOSE OF WEED CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF 'ROUND—UP' OR
EQUIVALENT. IT SHALL BE APPLIED BETWEEN THE PLANTING AND IRRIGATION INSTALLATIONS SO THAT
SUFFICIENT WATERING CAN BE DONE. THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER WATERING.
THE PESTICIDE SHALL INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR 2-3 DAYS AFTER APPLICATION.
MAINTENANCE AREA MAP PLAN CROSS REFERENCES
FOR DETAILS, SEE SHEETS 4 & 5
FOOTHILL BLVD. FOR SPECIFICATIONS SEE BOOK SPECIFICATIONS
FOR CORRESPONDING PLANTING PLAN, SEE SHEET 9
LEGEND:
THIS SHEET
000 BOULDERS (SIZE PER PLAN) _,_ DEVON STREET
PORTLAND CEMENT CONCRETE: IRRIGATION LEGEND:
SYMBOLS DESCRIPTION MANUFACTURER REFERENCE
COBBLESTONE PAVING PER DETAIL B. THIS SHEET (CITY STD. 542/mod.) —�— MAINLINE PVC PIPE, 2" & LARGER CLASS 315 STD. 532 WI Krs
MAINLINE PVC PIPE, 1 -1/2" & SMALLER SCH 40 STD. 532 DESCRIPTION OF REVISION DATE gip.
1 -1/4- SERVICE LINE (FROM P.O.0 TO METER) CCWD STD. 2A < CITY OF RANCHO CUCAMONGA
1-1 - NON-PRESSURE SUPPLY LINES & SIZE SCH 40 STD. 532
w <
FRIANT STREET o
CONSTRUCTION NOTES 3\4" PIPE UNLESS OTHERWISE NOTED 1: IRRIGATION AND CONSTRUCTION PLAN
1 CONSTRUCT 6- WIDE PCC MOW STRIP PER DETAIL 8 (CITY STD. 542/mad.) REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-D STD. 520 I 0
sAwcuT THREADED GATE VALVE - LINE SIZED WATTS 403RT-RW STD. 518 i i HELLMAN AVE. LANDSCAPE IMPROVEMENTS,
o- I I EAST SIDE ONLY, FROM HELLMAN AVENUE TO
� NON POTABLE QUICK COUPLING VALVE RAINBIRD 33 DNP STD. 536 c
�- INSTALL SLEEVES PER CRY 5-10. 533 AND CONSTRUCT TRENCH REPAIR PER CRY STD. 120 — ARROW ROUTE — — 650' NORTH OF DEVON STREET
O— INSTALL 1-1/2w SCH 40 PVC CONDUIT FOR IRRIGATION CONTROL VALVE WIRING PER CITY STD. 533CONTROLLER SEQUENCE
V1 ,a �"' GALLONS PER MINUTE ------- STA 21 +90 TO STA 29+75
REMOTE CONTROL VALVE SIZE
—�
SLEEVES (2x SLEEVED PIPE 533 O�FESSO APPROVED 8Y: DDE'-: 19 cs`
/ OR PER PLAN) SCH 40 STD. ! 1JA J � CITY ENGINEER c Ef �/� RCE: 24953
Underground y �` �< :p DE'SIG'N PLAN PREPARED BY: RECOMMF%M
r9 d SPRAY HEAD LEGEND: n No. 24x53 r" CSB CITY OF RANCHO CUCAMONGA ad
SeNilCe Alert Exp. 12-31-05 10500 CIVIC CENTER DRIVE
Coll: TOLL FREE SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM MFG BODY NOZ. OPTIONS REFERENCE ♦It r DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
1-800-422-4133 a 1800 5' 5' 5 SERIES MPR 30 0.20 RAINBIRD 1812 5H SAM PRS STD. 539CIVL CSB 5 of 9
TWO WORKING DAYS BEFORE YOU DIG 900 5' 5' 5 SERIES MPR 30 0.10 RAINBIRD 1812 5Q SAM PRS STD. 539 SCALE: 1'=20' JD R.C.E. No DRA 829 L
DATE FILE 010 X041_ZZ
MATCH LINE 11 + 00
(SEE SHEET 8)
44' N
J
32' I 12'
L01
Q w C Q
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107.12' — 103.00' _ — 69.26' 69.27 69.26' 68.72'
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.
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W _
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— — — — — — — — — — —
Qtn
OUTE ,� ARROWROUTE
11 12 13 14 15 16
R --O" WA ER— +-
10+00 ARROW RTE,
10+00 HELLMAN AVE.
00 W T
00 w
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� W — - - - - - - - 4� - - — — ARROW -f�OtffE - - — — —AI�ROWROIfTE — Q
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V)
17 18 19 20 21 22
MAINTENANCE AREA MAP PLAN CROSS REFERENCES
FOOTHILL BLVD. FOR SPECIFICATIONS SEE BOOK SPECIFICATIONS
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET 2
PLANT LEGEND
I
PROJECT
TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING REF, CITY STD, DWG. _'DEVON STREET
QTY
� -
474 O BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL 30" O.C. 506 and 508
CRIMSON PYGMY THIS SHEET
209 JUNIPERIS CHINENSIS 'SAN JOSE' SAN JOSE JUNIPER 5 GAL 6' O.C. 506 and 508 wI
15! DESCRIPTION OF REVISION DATE My
728 O NANDINA DOMESTICA 'NANA' DWARF HEAVENLY BAMBOO 5 GAL 2' O.C. 506 and 508 Z Z
Q < CITY OF RANCHO CUCAMONGA
114 0
LAGERSTROEMIA INDICA "RUBRA' CRAPE MYRTLE, COLOR: RED 15 GAL 20' 0/C MIN. 501 and 502 FRIANT T o
Q LANDSCAPE PLAN
Q ARROW ROUTE LANDSCAPE IMPROVEMENTS,
NORTH SIDE ONLY, FROM HELLMAN AVENUE TO
ARROW ROUTE 230' WEST OF ARCHIBALD AVENUE
STA 10+00 TO STA 22+50
QapFESS/ APPROVED BY- DATE: J
�10 �►JA J. p �f. CIIY ENGINEER /�i�/_��t � RCE: 24953
h3 < p PLANS PREPARE.' BY: �1�D
No.Underground n N 24953 AlertCSB CITY OF RANCHO CUCAMONGA
CServall: TOLL Exp. 12-31-05 10500 CIVIC CENTER DRIVE
ORAWW RANCHO CUCAMONGA, CA 91730 SHIEEE
0.1 00
—8 -422-4133 C f V 1L CSe 6 of 9
TWO WORKING DAYS BEFORE YOU DIG OF CAT.%f CHECKS R.C.E. No DR WM NO.
SCALE: 1 -20JD DATE FU No 2001- 1829 L
6 , i
w Z
> >
N m x 12' 18' 18'
c� j Y � w W
v v a U > v rn
z v aQ' U U vo v n_
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In _ 3 Q I� �-
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_- -
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— — —
�CD --86.24' PROPOSED R so.00'50.os' 60.oo' 60.00' .�
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-+ — — — ARROW ROUTE _ — — — — — — — — — — — — - - - —
I —�— — —
23 24 --� 25 26 27 28 — — -
- AIA FR-_ — — — — _ 24+97.22 ARROW RTE. —
0+00 MALACHITE AVENUE - - - - - - - - - - — — — ,o- 1aAT — — - -
z Q
Z z z
M
s c� U; a
LO
60.00' 60.00' 60.00' 60.00' 60.00' 70.00' 174.49' '
CID
PAC TEL
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4Qam _
cmv" 991:41m WNW
O O
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= Q
LU
� cf) - -- - - - - - - - - - - - - — ARROW _ROUTE- — — — - - - - - - - - — - - - AR OW ROUTE- - —
S89'53'30"E
9 30 31 32 33 34 �3
— — — — —
— �t3" WATER—
MAINTENANCE
7ftfiER MAINTENANCE AREA MAP
PLAN CROSS REFERENCES
FOOTHILL BLVD. FOR SPECIFICATIONS SEE BOOK SPECIFICATIONS
- FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET 3
PLANT LEGEND I --
SYMBOL BOTANICAL NAME COMMON NAME SHE SPACING REF. CITY STD. DWG. t__ DEVON STREET
O BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL 30" O.C. 506 and 508
CRIMSON PYGMY THIS SHEET
JUNIPERIS CHINENSIS 'SAN JOSE' SAN JOSE JUNIPER 5 GAL 6' 0.C. 506 and 508
zI DESCRIPTION OF REVISION DATE
® NANDINA DOMESIICA 'NANA' DWARF HEAVENLY BAMBOO 5 GAL 2' 0.C. 506 and 508 CITY OF RANCHO CUCAMQNGA
• LAGERSTROEMIA INDICA "RUBRA" CRAPE MYRTLE, COLOR: RED 15 GAL 20' 0/C MIN. 501 and 502 = FRIANr STREET
i U LANDSCAPE PLAN
< ARROW ROUTE LANDSCAPE IMPROVEMENTS,
NORTH SIDE ONLY, FROM HELLMAN AVENUE TO
ARROW ROUTE — — 230' WEST OF ARCH I BALD AVEN U E
STA 22+50 TO STA 34+50
Q ESSiAPPROVED BY: DATE:
o pM J. ''! CITY ENGINEER RCE: 2 953
y �►` �I DESQN PLAN PREPARED 31 FlIECOMMENIDED
Underground W No. 24953 CSB CITY OF RANCHO CUCAMONGA M9
Service Atlert 10500 CIVIC CENTER DRIVE
41 Exp. 12-31-05
DAWN RANCHO CUCAMONGA, CA 91730 SET
Call: TOLL FREE ` .1 CIVil- `r CSB 7 of 9
61
TWO WORKING DAYS BEFORE YOU DIG SCALE: 1"�20' CA1-� CHECKED RCZ HO DRAWIM No.
JD DATE ME No 200 - 1829 L
14+75.14 HELLMAN AVE.
10+00 FRIANT STREET
HELLMAN AVENUE HELLMAN AVENUE
N00'02 32 W
12 13 14 15 1 O
o
x cn
_. D - - - - ---- --- - - ---- --- -- - - -- -- - - -- -- 1 -„ ----- ---- -- --- - --- -- - - - - - - - - - - - - - -- -- ----� -- — - — W O
wwv
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136.30' 69,00— 6 9.0 — 51.00. \ 1�. W 96.15' ? a
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T r� W
= W mtn ` IIl / Dcn
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HELLMAN AVENUE
17 18 19 20 21 O
O ~ + p
+ = N
r— \ =LL- W W
-
- T--„- ztij".'T". .^= <'_'..1., _. <—. C'<-"=.r: .T.Y^=CY T--' 'l< Vii:—•.; C:;_,-"'C'' -'_.r r' _ ��e--C - .. T'�*:.C_?.'.`�.. F'T':F!
LLJ
Z
y
zn
Q
141.77 - 141.77' 141.77' = 141.77' ��`'` U W
�- w w > Q
w C( Q
'
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u. G C G
7
MAINTENANCE AREA MAP
FOOTHILL BLVD. PLAN CROSS REFERENCES
FOR SPECIFICATIONS SEE BOOK SPECIFICATIONS
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET 4
PLANT LEGEND
YM BOTANICAL NAME COMMON NAME SSE SPACING REF. CITY STD. DWG. L DEVON STREET
O BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL 30" O.C. 506 and 508
CRIMSON PYGMY THIS SHEET
JUNIPERIS CHINENSIS 'SAN JOSE' SAN JOSE JUNIPER 5 GAL 6' 0.C. 506 and 508 wl
� MY
- DESCRIPTION OF REVISION DATE APPROYM.
< W
O NANDINA DOMESTICA 'NANA' DWARF HEAVENLY BAMBOO 5 GAL 2' O.C. 506 and 508 Z Z CITY OF RANCHO CUCAMONGA
w T FRIANT S T w o
LAGERSTROEMIA INDICA "RUBRA" CRAPE MYRTLE, COLOR: RED 15 GAL 20' 0/C MIN. 501 and 502 _ <
LANDSCAPE PLAN
HELLMAN AVE. LANDSCAPE IMPROVEMENTS,
EAST SIDE ONLY, FROM HELLMAN AVENUE TO
ARROW ROUTE 650NORTH OF DEVON STREET
STA 11 +00 TO STA 22+00
EssiAPPROVED BY: DATE:
/JCA �. �"'� CITY ENGINEER RCE: 24953
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Underground o No. 24953 z
CSB CITY OF RANCHO CUCAMONGA ad
SeMce Alert 10500 CIVIC CENTER DRIVE
' Exp. 12-31-OS
DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
Call: TOLL
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1-800-422-4133 = -- -
SCALE: 1'-20' OF CI►r,� CHECKEDR ORAWNG NO.
TWO WORKING DAYS BEFORE YOU DIG
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JD DATE FU NO 2041-22 1829 L
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23+34.77 HELLMAN AVE.
10+00 FRIANT STREET
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HELLMAN AVENUE
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_j LAN17MAPM GENERAL NOTES-
28 29 I XERISCAPE LANDSCAPE ASSESSMENT SYSTEM SUMMARY
1. LANDSCAPE AREAS SHALL RECEIVE 4!m OF COMPACTED WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS
_ GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH, PER CITY STD. 509. WOOD CHIP MULCH SHALL BE
EQUAL TO OR 0 I PROPOSED ALTERNATIVE SAMPLES FOR CITY LIED AAPPRBY EARTHWORKS, �OVAL(PRIOR TO PURCHASE 538-3321. CONrnAND PLACEMENTACTOR SHALL SUBMIT ANY LANDSCAPE (POINT VALUE) POINTS
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` 2. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION YMTH THE INSTALLATION OF TICLAIMED
L) IRRIGATION SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED. AND THE PLANTING WATER CONSERVING PLANTS 20
,
— — -� � L1 AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED. TURF LIMITED TD 25X OR LESS 20
- -�
N �. PED BY WATERING NEED
-- -- - - -- -- - — _ - --- — - - - �_ - _ — - 3 - OR PLANTS GROUPED 10
-_� _-- --� I FOR THE PURPOSE OF WEED CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF 'ROUND
'` m EQUIVALENT. IT SHALL BE APPLIED BETWEEN THE PLANTING AND IRRIGATION INSTALLATIONS SO THAT HARDSCAPE 10
W W SUFFICIENT WATERING CAN BE DONE. THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER WATERING. PERMEABLE PAVING
> J THE PESTICIDE SHALL INCLUDE A PHOTOSENSITIVE DYE THAT MAIL DISAPPEAR 2-3 DAYS AFTER APPLICATION.
z
LOW-WATER TURF VARIETIES
_- - - - -_ - -- -- 4. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS. AS SHOWN IN THE SOIL REPORT, FOR SOIL
m 75.75' -- - o - 130.75' - I PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. MULCH PROVIDED IN NON-GROUND DOVER AREAS 5
Q m i CJnO SOIL AMENDMENT'S 5
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUAUTY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO TOTAL POINTS CLAIMED 70
U D w - z >- I INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A
W ?? rn ;; 3 REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION.
Q W a 6. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT
V) = MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
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SCALE: 1'-20'
MAINTENANCE AREA MAP
PLAN CROSS REFERENCES
FOOTHILL BLVD.
FOR SPECIFICATIONS SEE BOOK SPECIFICATIONS
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET 5
I -
PLANT LEGEND _-
YM BOTANICAL NAME COMMON NAME SIZE SPACING REF. CITY STD. DWG. ___ DEVON STREET
THIS SHEET
O BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL 30" O.C. 506 and 508
CRIMSON PYGMY
JUNIPERIS CHINENSIS 'SAN JOSE' SAN JOSE JUNIPER 5 GAL 6' O.C. 506 and 508 zlcffy
DESCRIPTION OF REVISION DATE APPROVED.
O NANDINA DOMESTiCA 'NANA' DWARF HEAVENLY BAMBOO 5 GAL 2' O.C. 506 and 508 z z � CITY OF RANCHO CUCAMONGA
�"FRIANT STREET <
LAGERSTROEMIA INDICA "RUBRA" CRAPE MYRTLE, COLOR: RED 15 GAL 20' 0/C MIN. 501 and 502 =
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LANDSCAPE PLAN
< HELLMAN AVE. LANDSCAPE IMPROVEMENTS,
I I I EAST SIDE ONLY, FROM HELLMAN AVENUE TO
7 .ARROW ROUTE — — 650' NORTH OF DEVON STREET
STA 22+00 TO STA 29+75
TapFESSI APPROVED BY: DATE:
J. CITY ENGINEER _1�'c,UA RCE: 2 953
Underground +y 3 No. 24953 < � DESIGN �-?N PREPARED �� �
Service Alert
CSB CITY OF RANCHO CUCAMONGA
� Exp. 12-3�-OS � 10500 CIVIC CENTER DRIVE
n: TOLL FREE
DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
CIVIC- `�
1-800-422-4133
�� CS8 9 of
- OF CAL\
TWO WORKING DAYS BEFORE YOU DIG SCALE. 1" 20' a JO DATE FILE No 2441-2Z