HomeMy WebLinkAboutRc St Improve Plans 752l/3 Thru 753/d3 752l/3 752l/4 752l/5 753d/1 753d/2 753d/3T5Df 2<' 753D3
t
I
I•
ELECTRICAL METER TO BE ": •:
PROVIDED BY DEVELOPER SIDEWALK l CURB,
ETC. f
CQNTRACT^R 9"TO PROVIDE t • �• GATE VALVE BRASS NIPPLE
� (TYP, 5 PLACES)
ENCLOSURE 3TO NO IDS 1-M * SPRINKLER NOZZLE TEST COOK (TYR 2 PLACES)
WITH MOUNTING BASE INSTALL -CS 12"MIN., a ', ' ' -�
a WALLS
.,.� •.••' .REDUCED PRESSURE
PER ANUFACTURERS PECpAMEN- WALLS,
DATIDN ETC, �.. J -POP-UP BODY ASSEMBLY BACKFLOW PREVENTION BRASS• ELBOW
\, ELECTP.iCAL CONDUIT TO SOURCE ELBOW �• (INSTALL FLUSH WCfH PRES REGULATCli f
e� ERAss FATIINISHG�47E? SET T{00P.S,L r BRASS NIPPLE
TO BE PROVIDEO BY DEVEL=-fR I .---BRASS UNION
WALL TYPE COYTAOL -
NSTALL 3" eeAss . STRAINER
E HM NO
LER MOUNTED INSIDE CONCRETE FDOnNO- N
MIN, ABOVE FINISH GRADE AND - NIPr^LEJL SI'.{E•8 LENGTH AS HEO'DI
ENCL031RE I-
31.OPE:CONCRETE AT2%TO.DRAIN BRASS: '
r F UNION FINISH GRADE- CHECK VALVE INHERE NOTED S PVC SCH. 40
I CONTROL WIRE TO EACH R.C.V, \ BRA, ELBOW j2 HALE ADAPTOR
• 1 al I r� �tF
¢ P COMMON WIRE TO ALL R.C.V.S -- VACUWA BREAKER
• ,•. , PVC SCH, 80 NIPPLE Iy �I
CONTROL WIRING(AWGIFi14MIN.) STFANER:B SIZE AS REQUIRED BRASS .NIPPLE i
•....1 pRF,SURE REGULATOR SET AT 100 PS1 .+� • b
`•`• �, , (. 1 % 12"ABOVE - BRASS _-PVC SON, 40 STREET ELBOW .GATE VALVE- a
` I • IN' HIGHEST HEAD. PIPE - + ' PORT PRESSURE
PRESSURE SUPPLY
IN SYSTEM.' FINISH LINE -DISCHARGE
vri:• GATE VALVE HANDLE TO 8E ��--' PVC SCH.40 ELBOW GRADE ' -LOOSE KEY - • ' . �` �\ I F ,• ��' , REMOVED a TURN OVER TO •i. HOSE BIBS 1
• ` OWNER(TYB $.PLACES) n - ', y "-BRASS ELBOW
12 PVC SCH.80 NIPPLE (SIZE AS m,
FINISHJ. ` �` ./ ` REQUIRED) IN FINAL POSITION .✓,k -BRASS PIPE BRASS PIPE
GRR,OIL:. / , :.• PVC TEE RISE SHALL BE AT A
,r' TO IRRIGATION SYSTEM Si SAT .OR oR
4 4S ANGLE
8" ELBOW 'f l PRESSUREBUh�Y BRASS ELBOW
ELECTRICAL TAPE -TAPE WIRING AT 1. r +' /. LINL- INTAKE
INTERVALS OF ICMC. •E - J
IB"
NOTES: PVC MALE ADAPTOR 0. . . j PVC SCH. 40 STREET ELBOW
1, COMMOP) WIRE TO BE WHITE a ;TNLTROL WIRE TO SE BLACK IN COLOR UNLESS GTHERVIISE NOTED. FINISH \ - :NOTE:
2. NO SPLICES SHALL Eli MADE BETWEEN CONTROLLER 8 REMOTE CONTROL VALVE UNLESS BRASS GRADE `,R,9SS ELBOW - -
PIPE
•' • EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12"FROM WALLS,BLDGS,ETC.
OTHERWISE .APPROVED. :BRASS
--ELBOW p WHEN UNIT IS NEXT TO BUILDING,. WALL, ETC, TEST COCKS ARE TO BE
3. CONTROL WIRULG SEQUENCE CORRESP:,NDS TO OPERATING SEQUENCE OF REMOTE CONTROL FROM WATER--\. --LATERAL LINE( SIZE AS NOTED ON DRAWING) ON OUTSIDE.
VALVES a A1T0KATIC SPRINKLER UNIT STATION CONNECTION -SEE IRRIGATION PLAN. FOR SOURCE MUTE: -
( • i,.'. 1fLLL ?.T MIP1 I•IT Yet-.:.d!i(t..: j r. 'yi ;'
).EXACT .LOCATION OF UNIT BE t.R ANiEO A. FIELD. , Lys
CORRECT VALVE S QUF.NCE.
, ?-UNIT SHALL NOT BE INSTALL IN LED IN k;'NN AREA. NOTE i USE TEE,, Cri TAPE ON ALL THREADED FITTINGS CjCY,�,I;y t,N ! C:L/-V`IT 1'(IAI /.\�
9. PvJWT EX`j�l=lo,2 �+� BbX 'To )+lA"fCN 1�✓AI-L- 2 CoA-f�
%1;A TYPICAL ELECTRICAL 'METER AND CONTROLLER T`In ?_ _� TYPICAL LAWN HEAD ASSEMBLY _ TYPIC;AL BACKFLOW PREVENTER ASSEMBLY
ICAL. P, FSSURF TYPE VACUUM BREAKER
JR-84 NO SCALE ASSE11ABL•Y 'A -"I �.. NO SCALE JR-004.84 � NO SCALE JR-85.
NO SCALE ASSEMBLY __ ._.. �..-
IRRIGATION SPECIFICATIONS GENERAL LEGEND
1. ALL WOP.KMANSHIP AND MATERIALS SHAI.L CONFORM TO LOCAL BUILDING AND PLUMBING CODES HAVING SYMBOLS DESCRIPTIONS MANUFACTURER & PACT NO,
QUICK COUPLING VALVE JURISDICTION. -
SET FLUSH WITH FINISH P.O.C. POINT OF CONNECTION
GRADEIN LaWN AREA 2. PRIOR TO SUBMITTING BID, EVAMINE THE SITE AND THE CONDITIONS THEREOF.
SIDEWALK, CURB, N OTHER AREAS
F. FINISH GRADE I3. THE WORK TO BE PERFORMED (N(IER THIS CONTR(i_T SHALL INCLUDE FURNISHING ALL LABOR, MATERIALS, TOOLS,
N T
ETC.. ���. � MACHINERY, AND EQUIPMENT Nr,CESSARY TO I,VSTALL A COMPLETE SPRINKLER SYSTEM AS SHOWN ON THE IRRIGA- � fiD rr
FINISH GRADE I TION PLANS, INCLUDING TRENCHING: BACKFILLING, ETC. ...... I ,,.E U4E SUPPLY LINES Yi SIZE (7." & Si°TALLER) SCHEDULE 40 PVC
LAWN A.;"ycA$ 4, PROTECT THIS WORV AND THE OWNER'S PROPERTY FR01°1 DAMAGE AS A RESULT OF THIS WORK. n"il
• (Y " I „ �=�-- NON -PRESSURE: LINES & SIZE CLASS 200 PVC
5. PRIOR TO COMMENCING WORK ON THE PROD=CT, ARRANGE AN ON SITE CONFERENCE WITH THE LANDSCAPE ARCHITECT
! FINISH GRADE 1 OR HIS DULY APPOINTED REPRESENTATIVE. A 150' CONTROLLER SEQUENCE
• . SHRUB AREAS GALL
. APPLY AND PAY FOR ALL PERMITS REQUIREL FOR THIS PORTION OF THE WORK. I II EMI�ESC CONTROL
VALVE U PER M11IN TE
k O VALVE SIZE
. : . ROUND PLASTIC BOX 8 ,OVER - -
• • • •: � ;+ ( ��:� 7. THE INSTALLATION AND OPERATION OF THE SYSTEM MUST BE APPROVED BY THE LkivuSCAPE ARCHITECT.
COVE;. .eARK�:'BRI cnTt r
_ 1 li �� �.,•_;.: .c ss x x AUTOMATIC CONTROLLERS PAIN BIRD ISC 24 81 8
O< STAINLESS STLEEL CLA'•iP 'FINISH GRADE B. IF IT IS FOUND DURING INSTALLATION THE THE SITE VARIES FRO14 THE DRAWINGS; NOTIFY THE LANDSCAPE
fi x •. r x LAWN A.i.AS
``�i ARCHITECT BEFORE PROCEEDING WITH THE WORK. • e
�+ Q REMOTE CONTROL VALVES RAIN BIRD EFA-CP SERIES
\•.. _: ,_ FINISH GRADE T t r r r r T
x x .. x x 9. COORDINATE THE INSTALLATION OF'ALL SPRINKLER MATERIALS, INCLUDING PIPE, WI1H THE LANDSCAPE �
x as SHRUB AREAS n • D PIASTER CONTROL VALVES GRISWOLD 2030
SIZE B LENGTH AS REQ'D w* • . DRAWI!;S TO AVOID INTERFERING WITH THE .PLANTING OF TREES, SHRUBS, OR CTHEP. PLANTING.
SCh. 80 PVC NIPPLE
S
3 10. IT IS THE INTENT OF. THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A COMP'LETE SPRINKLER SYSTEM
INSTALLE'D AND READY FOR USE WITHOUT FURTHER COST TO THE OWNER. (3 QUICK COUPLING VALVES PAIN BIRD 33D ITC
SCH. 40 PVC I r 11. RECORD ACCURATELY ON ONE SET OF REPRODUCIBLE PRINTS OF THE DRAWINGS, AN AS -BUILT PLAN KEPT UP ie�.• BACKFLOW PREVENTION ASSEMBLY (B.P.A.) FEBCO 825Y
ELBOW ` SCH.40 PVC STREET ELBOW HANDWHEEL TO DATE S 1:1E PROJECT IS UNDER CONSTRUCTION. IN ADDITION DIMENSION FROM TWO PERMANENT POINTS
.., � A R T �T�
OF REFERENCE THE LOCATION OF THE PRESSURE SUPPLY LINE ROUTING, ALL VALVES, PLUG TEES, AND A GATE VALVES (LINE SIZE) HAMMOND OR EQUAL.
3 @� CONTROL WIRE.
rv4 SUPPLY / SCH. So PVC NPPLE 12. ALL SPRINKLER HEADS AND PIPING SHALL 3E INSTALLED PER THEIR DETAILS, IN THEIR RESPECTIVE LOCATIONS, ✓a NEW WATER METER PROVIDED BY DEVELOPER
LINE (wxSxT) SIZE B LENGTH AS REQ D
F11'TING , A°�1,y LINESt1PPLY AND SHALL BE OF THE MANUF4.CTURER NOTED UNLESS OTHERWISE APPROVED. PRESSURE REGULATOR WILKI)IS 600 SF.RIES
1
g 1' 13, THE SPRIN'a.ER SYSTEM SHAD BE UNCONDITIONALLY GUARANTEED FOR PERIOD OF ONE YEAR FROM THE DATE OF
• PEA GRAVEL ACCEPTANCE., MANUFACTURER WAPRANTIES SHALL NOT REPLACE THIS GUARANTEE AND THE CONTRACTOR SHALL BE � SPRING CHECK VALVES(RISER SIZE) KING BROTHERS
-PVO SUPPLY uNF. ,i- LIABLE FOP, REPAIRS AND REPLACE iIEI(T• OF FAILED HATERIAL.
'��� •- (MIN.2CU.FT.) -►�--- SWING CHECK VALVES (LINE SIZE) KING BROTHERS
GATE VALVE 14. UPON COMPLETION OF THE WORK, REMOVE ALL EXCESS ;MATERIAL, EQUIPMENT,AND WASTE TO THE SATISFACTION
I I8+ OF THE LANDSCAPE ARCHITECT. ® ELECTRICAL PEDESTAL M'iEFis MODEL z MEUG -1
y;
SCH. 40 PVC s-MsFr ELBOW ?�•' PVC MALE 15. THE SPRINKLER INSTALLATION SHALL BE GFEMED INCOMPLETE UNTIL ALL SPRINKLER HEADS, VALVES AND ALL
ADAPTORS RELATED IRRIGATION EQUIPMENT HAVE BEEN CHECKED AND ADJUSTED TO BEST CONFORM TO THE CONDITIONS AND VACUUM BREAKER ASSEMBLY FEP,CO-765
'y REQUIREMENTS THAT WILL PREVAIL AT THE FINISH SITE: AND AFPR'JVED AS -BUILT DRAWINGS HAVE BEEN
�
to 'I• SLEEVE FOR WATER&WIRES ';,.ASS 200 PVC
NOTE: USE 7EFLOP. TAPE 7" x 2" REDWOOD SYAKE SUBMITTED. ---
ON ALL THRE,?DEL, ROUGH 16, TRENCHES SHALL BE EXt:AVA"LET. ,0 SUFFIC1EhT DEPTH TO PROVIDE COVERAGE OF 18" OVER ALL PRESSURE
FITTING NO GATE 'aOTHERWLE APPROVED.
w SHRUB AREAS SUPPLY LINES AND 12" 04ER ALL NON-PRESSJRE LINES. �` REQ 36'! LONG CI' AS SITE UNLESS OTHERWISE APPROVEr
REQmRES SPRINKLER HEAD LEGEND
17. SACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DR`( DENSITY EQUAL TO THE ADJACENT UNDISTURBED
e SOIL, AND SHALL 'CONFORM TO ADJACENT GRADES WITHOUT DIPS,, SUNKEN AB.EA, HUMPS, OP. OTHER
® TIPIC'AL QUICK COUPL,NG VALVE E TYPICAL GATE VALVE ASSEMBLY IRRECULARITTES.
'NO SCALEE JR-85 NO ( 2 1/2 AND SMALLER) JR-84 - '
ASSEMBLY s id. PLASTID FITTINGS SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDC 1NJECTION'P10LDED AND SIDE GAIE71.
WHERE THREADS ARE. REQUIRED, THESE SHALL BE iGJECTION•T10LDED•ALSO.
19. INITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN HATTER
LARGER THAN 1/2" IN SIZE. 2" OR AS NOTED 20. COPPER PIPE SHALL BE COPPER WATER TUBE, TYPE "K." FITTINGS SHALL BE WROUGHT COPPER -0R CAST
SIDEWALK,CURS, BRONZE SOLDER JIONT. '
ETC.
SIDEWALK,CURB, ( 21. ALL MATERIAL REQUIRED FOR THE PROCECT SHALL BE AS INDICATED IN THE LEGEND AND INSTALLED ACCORDING
U ETC. TO SAME.
REFERENCE
PECIFICATION
PECIFICATION
PECIFICATION
iETAIL NO. A
EETAIL NO. C
)ETAIL NO. B
)ETAIL NO. H
)ETAIL NO. E
)ETAIL NO. H,'
)ETAIL NO.F,G
>PECIFICAT10t
)ETAIL NO. A
]ETAIL NO. D
SYMBOLS
DESCRIPTIONS -
MANFACTURER & PART NO.
G.P.M.
RAD.
PSI
REFERENCE
V V
1/4 & 1/2 CIRCLE SHRUB HEADS
RAIN BIRD,1806 12
.6,1.2
11'
25
DETAIL NO. F
n
1/4 & 112 CIRCLE U.WN HEADS
RAIN BIRD 1804 B8 FLT
-6,L2
7'
25
DETAIL NO. G
m C)
1/4 B I/2 CIRCLE LAWN HEADS
RAIN BIRD 1804 B12
.45,.9,
11`
25
DETAIL NO. G
7? ® (fit
1/4,1/2 & FULL CIRCI F LAWN HEADS
RAIN BIRD 1804 B15
.9,1.8,3.E
13`
25
DETAIL NO.,G
1200
DENOTES SPECIFIC DEGREE OF ARC
BOX TOBEPLACED AT RIGHT ANGLE TO
HAImsCAPE EDGE
t2N0(
/ >
/
-:
SPRINKLER N07.-ZEE
22. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS:
(a) TWO KEYS FOR CONTROLLER.
12'x 18"PLASTIC BOX: AND COVER WITH-•
LOCK TOP
.�._.
,
t\' �'
.:_
�/'
.,. L%"•
•.
~' ;:'
(6) TWO
(c) ONE
COUPLERS .AND MATCHING HOSE SWIVELS.. -
CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. THIS CHART SHALL BE A REDUCED DRAWING OF
CURL TYai=. EXPANSION I OOP(MIN 24 )
''ttl
• '. � '
o '•
�" '
THE
ACTUAL AS -BUILT S'.'STEM, WITH EACH STATION INDICATED IN A DIFFERENT COLOR. CHART .SHALL BE
POP-UP BODY ASSEMBLY HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, 20 MILS. EACH.
WATERPRODFCD WIRE CONNECTION .• - �,`. I (SET FLUSH WITH FINISH
_ ter` + GRADE?
CHRISTY'S LD. TAG ( STANDARD) �. NON -PRESSURE
SECURE TO SOLENOID ` x '"" ' TINE FITTING
FINISH GRADE
PIGTAIL
i
FINISH GRADE
LAWN AREA I�A'�;F i, F -CHECK VALVE WHERE NOTED
�'+ 1 PVC LINE PIPE
FINISH GRADE .
SHRUB AREA-...•e.. e.. SOLENOID
SAD
••�' • y4 • 3' FLOW ADJUSTMENT
$ T t • � � � N PVCSCH. 80 NIPPLE .
PEA GRAVEL (LENGTH AS,'EQUIRGD) ASSOCIATED IRRIGATION CONSULTANTS
(MIN,3CU,FT.) + 2074 OEPULVEDA BLVD. LOS ANGELS( CALIFORNIA
PVC SCH.40 MALE ADAPTOR (SKSa T) 900.15 213) 47T-8525.
(TYR 2 PLACES) PVC TEE.,OR'
\ ,. PVC ! ELBOW iNEPIPE LATERAL LINE
PVC E �ENW (SIZE. AS. NOTED ON DRAWING):
li trr• \�.� PREPARED BY: PREPARED FOR:
PVC_.l,Rt
COMMON WIRE LINE F) FTING(SxS%S)
- NOTES:
\- CONTRU% WIRE
g0z_V_\,_SCH. 40 PVC STRET ELBOWS
1.. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED .
Z. WHEN MIORE'.HAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF NOT+?I USE TEFLON VAPE ON ALL. THREADED FITTINGS
3 FE APART,
3. USE TEFLON TAPE ON ALL THREADED FITTINGS..
C TYPICAL REMOTE CONTROL VALVE ASSEMBLY F TYPICAL SHRUB HEAD ASSEMBLY
NO SCALE C STRAIGHT TYPO JR-85 NO SCALE ( FLUSH TYPE) JF-84
( No-rEs- risTAiLS'A' ' A'
2-IS-86
DE111r;MPTION OF REV11110r,
DATE
APPROVE)
CITY
OF RANCHO CUCAMONGA
HIGHLAND AVENUE
STREETSCAPE
TRACT 12046
iRRIGATION DETAILS
yaJEo arc
C,TY END
crr
Z 3 O VEiNQR - rr R.C.E. NO.
DESIGN
, REGOMMENO[O
CONSULTING GROUP
A.1.'C.
//r[runano..c,r�xcVc.L.rmsurE�rmnnrnmr
DRAWN
,���j•ui"i•••''"•'D• ,AW pUUI SNSET
n>ra�,�®LIT' i•"�.iniili
et *®Yi
A. I. C.
3 _ of 5
c.+acxKoL�
owwWlrw Nb.
-' owTE
r
19-:') I — -r_utZI I I AI
■
■
\L
Ar,)OCAL-YX
GI 5 &fA_,
APL^RT ALL Eu ALA PTU-55
MIN. OF v" rpm cup-e,
NC
j
-H5:F-T S
'FPOH FINS air o, c
7+�U!5 P^H"
I CAL - MUST 5E -rA,�,�� F-D - 'A, F^t�
ALI(4t4 MLI)W67-�_Ip WITH �S5LONP
r-I rj�BDH COf2t�41E_�-_ 7
C_(')L,UM' Y�'
H -ryp
.
YYPICAL CORNER SHRUB
PLANTING NO$CALE i
_LA 6r�ff�5TPOMI,4, INPeA- 514el-.1- f'IH
a
HIGHLAND AVENUE
■
a
a
A bF-5 5-Ok f-141 s E'r r--T
a
5 —0 OF! '= 0r— L-4 �' I YP
LU
z
N.A.P. 0
POLKA PALACE
■
■ 0 0
Z
■
1150, SCALE: 1"=30'
■
L�15K5Tf�OEMltk SHELL L PINK
■ 5
NJ _rL)?1r_ MIX IF 415
HIGHLAND AVENUE �D
Se:E tL_01 br
LLI ■
mz
7777
N
4- + 4-
W
+
w
MIS ANLIJ Wra M& Lmmy —SAM, IV WP a
� � 114=I� a , 11 lowwas 0
2 LIMIT OF WORK ■
z
-oil
I 6rA MA65A3YEH A
uH(t;tuI-1'�-cxrI w
L
a:
■ 0
4k, 4;
+ —
A,*
aim
a
2 NIL=.
[MIT OF WORK 77—;■T
17
<
Fl(-,U,5
5 CIA L,
CIZ14—,
0
a:
smPwo rLAN-fitira t4--re
z-2c'-8t,,
I-- m 0
CITY
OF RANCHO CUCAMONGA
HIGHLAND AVENUE
STREETSCAPE
TRACT 12046
PLANTING PLAN
All"MOVED r
ogreltmww�wwft
7 z It It
67 rm.
eawfwaf
J.soi
14111� "mcc"NASPI1111�1
A 0WORK CONWL2MG.ROL�f
1
R. L.
4 e. 5.
aftmwnvm M.
I,
0
PIROAM A LAP '6C4fW_ U-NE AT Id o,c,.
A FiCCR FIu,E.p bcFj°+tJ�N JOINT AT 4d o.c
_ 'tL LJ� -_6�-,- Z" l.lx L. ':6Ti'N"iI� o AT �tl. CriA Jc S IN t�1
f �l AN FEcTle N.
,5r"cL/.- .'_ l,d (°.�' =' b�' LG 16 I T'" N TURF OR G core
' P<7SEC> GF�?N .
Eti �tZ pc�_45 jL�'L �' t? IE�`�-` N�I� mil. PLAN
2 L.CxI�hUQE _
I+pls`� DIREG'jI LIGHT
ER�M F9NI5H �bGE —� . i1 y
•
, a �`�'cI` M(X
__.- 1 D, ::x: f.i CiaDEtvUNDCdvER
- �u rec�PLoLl , A
ell
SPEfti�-s LPG-i.`S
15 GAL TREE NO SCALE A GAL TREE NO SCALE B SHRUB UB 'PLANTING No SCALE C CONCRETE MOWSTRIP NO SCALE
—cuf vt e -p
PLANTING
NOTES
• �� I � -- •• - -
r
LANDSCAPE SPECIFICATIONS
1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT
THE POSTPLANT MAINTENANCE SHALI CONSIST PRIMARILY OF A NITROGEN
ONLY BEGINNING APPROXIMATELY 30 DAYS AFTER
S EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR
A Q
FERTILIZER PLQGRAM.
1
FOR TREE STAKING, SHRUB PLANTING, AND
HR P N G, N VANE
BUILDING LAWS.
PLANTING AMMONIUM .SULFATE SHOULD BE APPLIED E THE RATE OF
5 LBS PER 1000 SQ. FT. ON A MONTHLY BASIS, HOWEVER, IN ORDER 'CO
_
TYING REFER. TO THE WORKING DRAWING DETAILS.
'
Il'l.-.1=+ --- ----• --
2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR,
INSURE CONTINUING ADEQUATE SOILS PHOSPHORUS AND POTASSIUM
2.
LANDSCAPE ARCHITECT SHALL APPROVE PLANT
MATERIALS, EQUIPMENT AND SERVICES- NECESSARY TO COMPLETE THE
LEVELS, BEST FERTILiZEzt COMPANY 16-6-8 OR EQUAL SHOULD BE
MATERIAL PLACEMENT BY CONTRACTOR. PRIOR TO-
- • -p���
"_ Wt�' �J��s-v✓ -
LANDSCAPE WORK AS SHOWN ON THE DRAWINNGS, AND AS HEREIN SPECIFIED.
SUBSTITUTED FOR THE AMMONIUM SULFATE TWICE A YEAR AT THE RATT:
OF 6 LBS. PER 1000 SQ. FT. WHEN PLANTS HAVE BECOME WELL
INSTALLATION.
3. ALL SCALED DIMENSIONS ON DRAWINGSARE APPROXIMATE. BEFORE
ESTA?31,ISHLD, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE
3.
ALL TREES SHALL EQUAL OR SURPASS "VALLEY
PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK
DECREASED.
CREST" STANDARDS FOR SIZE AND QUALITY,
AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE
DRAWL"JS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS.
9.
ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR HIS
4.
ALL SHRUBS FIND GROUND COVER SHALL EQUAL OR
REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST
SURPLSS "HINES NURSERY" STANDARDS FOR SIZE
4. AREA IO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .7.0 FOOT
TWO 'WORKING DAYS (48 HOUP.S) IN ADVANCE OF THE TIME THE INSPECTION
AND QUALITY,..
.
OF FINISHED 'GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE
IS RERUTAED. .`
TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE
Aa 30.
MAINTENANCE SHALL BEC'N WHEN LANDSCAPE ARCHITECT OR HIS
5
SOIL AMENDMENTS AND FERTILIZER FOR ALL
CONTRACTOR AND THE LANDSCAPE ARCHITECT.
PENERAL CO
PLANTING AREAS SHALL BE AS RECOMMENDED IN THE
REPRESENTATIVE HAS ACCEPTED INwTALLATION OF THE WORK. MAINTENANCE
CURRENT SOILS REPORT. (REi`ER TO LANDSCAPE
DE' ALL PLANTING AREAS TO A SMOOTH AND EVEN' CONDITION,
5. FINISH GRADE
SHALL CONTINUE FOR A PERIOD OF SIX MONTHS AND SHALL TERMINATE UPON
SPECIFICATIONS,)
- (
TAW
MAKING SURE THAT NO WATE,n POCKETS OR IRREGULARITIES REMAIN. REMOVE
ACCEPTANCE BY THE CITY OF ?tANCHO CUCAMONGA. MAINTENANCE SHALL
PRUNING, TREE BALLS
-
DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, ,AND ROCKS OVER
AND DIS OS
iNCUDE MOWING, WEEDING, IRRIGATION, RAISING. WHICH
6.
ALL TREES SHALL BE PLANTED A MINIMUM OF 3'-0"
-•}
ONE INCE IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER
SETTLE BELOW GRADE, FERTILIZING AND '-,PPLYING SUCH SPRAYS AS ARE
FROM WALKS, BUILDINGS, WALLS, AND GROUND
-i
,CONDITIONING AND PLANTING, T3IE GRADE IS ONE INCH BELOW WALKS, SLOPED
NECESSARY FOR PROPER CARE AND UPKEEP_
COVER BEDS WHERE POSSIBLE. TREES TO BE
�P
TO DRAIN AWAY FROM WALLS.
FINAL APPROVAL AND ACCEPTANCE OF WORK WILL, BE GIVEN AT THE END OF
PLANTED IN SMALL AREAS SHALL BE CENTERED IN
('
PLANTING AREA.
'
6. APPLY APPROPRIATE PRE -EMERGENT HERETCIDE TO ALL GROUND COVER AREAS.
TIIE SIX MONTH MAINTENANCE PERIOD ONLY WHEN 80 PERCENT GERMINATION
APPLY IN ACCORDANCE WITH MANUFACTURi 'VS INSTRUCTIONS.
AND PLANT ESTABLISHMENT 1S OBTAINED AND NO PATCHES OF
'NON -GERMINATION' LARGER THAT 1211 IN 2IAMETER, ARE PRESENT.
7.
TREES IN TURF AREAS SI,(ALL BE PLANTED NO
CLOSER. THAN 3' TO EDGE. OF SHOVEL. CUT.
' /�ANTI1 G NO SCALE
VINE PLA' V E
7. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE CROSSRIPPED
OR OTHERWRF 1 TILLED TO A LiPTH OF 9 - 12 INCHES. ALL ROCKY MATERIAL
IN EXCESS OF ONE INCH IN LT:AMETER SHOULli BE I:itu.:3;`ED TO A r1INIMUM
LANDSCAPE ARCHITECT RESERVES TIIE OPTION TO EXTEND THE MAINTENANCE
PERIOD BEYOND THE SIX MONTHS SPECIFIED IF 1T IS DETERMINED THAT FURTHER
8,
ALL SHRUB PLANTING ARMS SHALL INTERSECT
HARDSCAPE AREAS AT 900 TYP?CAL.
Or SIX INCH DEPTH.
MAINTENANCE IS REQUIRED TO PROVIDE COVERAGE REQUIRED.
9.
ALL SHRUB PLANTING :AREAS SHALL BE CONSTRUCTED`
8. FOR TURF AND GROUND COVER PLANTi yIG THE FOLLOWING AMENDMENTS
IN A CURVILINEAR MANNER WITH A MINIMUM RADIUS
SHOULD BE UNIFORMLY BROADCAST AND THROUGHLY INCORPORATED TO
11.
15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF
OF 3' TYPICAL.
A DEPTH OF 4 -- 6 INCHES BY MEANS OF A ROTOTILLER.
ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD
OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE.
10.
ALL TREES SHALL BE STAKED OR GUYED ACCORDING
AMOUNT PER 1000 SQ. FT.
GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION
TO THE FOLLOWI,.0 SCHEDULE:
OF MAINTENANCE' PERIOD.
4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED
5 GAL. TREES: SINGLE STAKED PER DETAIL
FROM REDWOOD, FIR OR CEDAR SAWDUST
12.
TURF HYDROSEED MIX:
15 GAL. TREES; DOUBLE STAKED PER DETAIL
15 LBS. AMYvIONIUMSULFATE, 12-12-12 COMMERCIAL FERTILIZER
SEED; 90%FALCON FESCUE
24" BOX OR LARGER TREE: GUYED PER DETAIL
1.0% MERIT KENTUCIiY BLUE
THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL
AT APPLIC'.TION RATE 12 LBS. PER 1000 S(,. FT.
11.
ALL VINES SHALL BE REMOVED FRO'i THEIR STAKES
BE EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES
BALL. ONSITE SCREENED SOILS SHOULD BE USED
CELLULOSE FIBER MULCH1500 LBS. PER ACRE
M BINDER SOILS STABILE14T 60 GALLONS PER ACRE.
AND TRAINED ON WALL DR FENCE PER DETAIL.
TWE DEPTH OF I'HE ROOT
WITHOUT AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL.
12-12-12 COMMERCIAL FERTILIZER AT 300 LBS. PER ACRE
OR USE AROUND THE ROOT BALL SHOULD CONSIST
THE BACKFILL MIX F OF THE FOLLOWING FORMULA:
6 PARTS BY VOLUME ONSITE SCREENED SOIL
4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT
1 LB. 12-12-12 PER CU. YD. OF MIX
2 LBS. IRON SULFATE PER CU. YD. OF MIX
PREPARED BY: PREPARED FOR'
MORJ� CONSULTING GROUP
WWPLAWING O ENGfiVE°.RING O I-ANDSCAPR ARCHMCTURE
41!60 IRVINE BOULEVARD, SUITE #201
IRVINE, CAUi-ORNIA 92714.1299
L!RVINE (714) 730 7117 PALM DESERT
4'
rL;ONI
A7ie WILLIAM LYONr,,wo. "11
8540 ARCHIBALD SUITE 8
RANCHO CUCAMONOA, CALIFORNIA 91730'
L smGwr
OF MA1WTSNAHCE PEK!oD
3-12-86
J,,
DAT[
CITY
OF RANCHO CUCAMONGA
HIGHLAND AVENUE
LANDSCAPE
TRACT 12046
PLAN71NG ,DETAILS
Anowovto MY
C" zNm1N=
� �.g8
�'w.e.a, no. .--1
ou+ok
j. S.
����
` MORSE CONSULTING GROUP
Iry yc. uern�uevc. u msuer urewrenuRc
a:ea�.v�ecniarn
OgAWlil R.L.
i
�'„�,�1 � �?^�I�Olnwww.�►�
5
waC+c�q �
No.
�— overt
I—/
U
s
CONSTR!JCTION NOTES: AND EST11MATED 'QUANTITIES: STORM /� (� � cn
DRAIN IMPROVEMENT PLAINS f OR GENERAL NG7ES:
U1/ T/ I/93C TiP/ZG4 TFt�P09� 7.Y: /1Q9 TOTAL
_ I. ALL WORK SHALL BE DONE LN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
CUCAMONGA
CALTIfA/YS., 3AN glrrY/1%TO!/YQ CO. STlJS AtYO Sf'EC_� ANO Sly SPECS. fZ7FrH/f�//G lYOF%/CS
/ /NSrALL 96 RC.P. DiPAPf'ROl1ED c;/.RP• aLTERNA7E' L.F /,636 — tl�OQ _/,736 COISTRUCTIO CURRENT' EDITION. CONTRACTOR' SHALL BE FAMILIAR WITH AND
SHALT, BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS ,AND SPECIFICATIONS.
2 /,vsrgzL $7 " I'C,P. OR APPROVED C./.Pl' ALTERNA rE L.F, - - T R T 11934, 12044
� 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES.,
_ 6 136 WATER METERS, SALVES, FIRE HYDRANTS, FTC. SHOWN O? NOT SHOWN ON THESE
3 //V5Ti4e t B9 R.C.P. C.. APPROVED C.[,PP. AcrD,�rNArE z.F 23 r
46PLANS 1VITHIN TI.E RIGHT-OF-WAY LIMITS ORLN ADJACENT AREAS WHERE ..IMPROVE-
-T - ' RC,- ORAPPROV,519 L,/.P,F ALTERRNATE L.F /�dB gdw nMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE
,}- /NSTALL d1 R 120 4. 5 V l ie—ooy 0
AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
4 //VSTALL % " len 0R,4,-Ae0 v_ C,/.P. P, ALTERNAr L.F T A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
e IN THE Cl M OF RANCHO CUCAMONGA,
'' CP. OR APPROVE/ C eP. ALTERNATE L.F. 7�` 79 DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF
6 //VS.AL/- y'J�- � /� , c D,A' /� RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
�(o CA>LIFOPINIA 4. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OT'H-F 'f-T'.',TY LATERALS, MAINS,
7 //V51ALC' TZ RC./.' OR APPROIiED G,I.P•P• A.LTErPNATE L.F 2�5 �5 COUNTYF A�1I BER+!�RDIN�iy
OR CROSSLNGS SHALL BE CONSTRUCTED PRIOR
B /rVSTALL 69'
APP. G7VED C./:P.P, ALTE�_N.arE L.F L^32 Z63 /1r 5. CITY APPROVAL OF 'PLANS DOES NOT RELIC,,, t;t" ` . FROM RESPONSIBILITY
FOR 'THE CORRECTION. 0? ERROR AND OMI:"' :tl s,�.,' '• RING CONSTRUCTION.
9 //VSTALL 66" rQC.P. OR APPROVED C./.PP ALTERNATE /F AB6 ABE UPON REQUEST, THE REQUIRED PLAN R• `'OMPTLY SUBMITTED
��RA/N/NG LEIrEE Q Q
10 -//VST<JLL 63" RI,P• OR APPROVED ctF?, ALrtFgNAT-�.F. 239 233 TO THE CITY ENGINEER FOR AEF' ..' I.
b, 'ddJRK SITE .AND EXTERIOR STREF' .:' ' „ •`' ',•.1 CLEAN HAZARD FREE,
11 NSA L 6Q" R,C,, ORAPPROV6'D L:.1,P.P, ALTERNATE L,F. ,1Gr31 67 ; /9 3 ORDERLY STATE, THROUGHOUT r, V. BE CLEANED UPON RE
/ T L H/GHLANG AYSN- Z15'
,,__�., �•.•' � .,�.�,.....»...r....�.r �,_. QUEST OF THE INSPECTOR.
------------ ; 7'. ANY CONTRACTOR PERFORMING . JL-CT SHALL FAMILIARIZE HIMSELF
/ /Nsr,4LL 4-7IpC,P OR APPROVED C./•P•P, ALTERNArE L.F. - —" -- --w, WITH THE SITE D SHALL BE S` ;SIBLE FOR ANY DAMAGE TO EXIST-
Il r _ n% r �1� tle;an atsdr :F .dAs<u ' as•aio. H AN A A
____ l .. 1 zt aj�vc. j. ING PAC' ITIES RESULTING iREGI.. INDIRECTLY FROM HIS OPERATIONS
OR APPROVED 'C/.P• P. ALr6RNArE L.F. !/91 r/9/, 1Nti - � , �� ,� n 1 Mgr w D _,
�- N TALL / L 31#y 9 7 WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
9 �+! 8. ALL REQUIRED STAKES SHALL BE SEI BY THE PRIVATE ENGINEER,
O/e APPROVED) C.%P. P• ALTE•f2. /r•'I:TE L•F, `�i 'GJ.. "x s 5.�..., ...?"tt r ., " r,e � p! F.. �•"'i �`ct8 - � Q-
`°' °2 9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CON-
P. _ ALTE IV.4TE F. /6 Z6 �7,T s!. E f ^��. w ,,�. ,, :_ q(t ` O' 'D E
lS 1/V5T,4LL 9B /QC,r• OR APPROVED C./. _P R L I , . ., .,:,. }� „ • __., . � 1- �., I , 1ENIENCE OF THE DEVELOPER., THE. CONTRACTOR SHALL MAKE HIS OWN ET RMCNr,
`-"-•a'', a r �1'= = TION OF CON5TRUCTION QUANTITIES BEFORE SUBMITTING A BLD. ANY ITEM -F
1d - INSTALL ,� C.P. OR Af°PROVEv C./., P• ALTERNATE L.F. 13 - Z I o �•r _u- > a « -� _ ! 0 WJRK RE UIRED B THESE PLANS WHICH IS,NOT 'SPECIFICALLY LISTED IN THE
Ira, _�» Q Y 1
1T /NS.rALL 42" rQC•P. 01Z APPROVEp C./.P. F? 1iLTEjPNATE L.F. Z
" x - ---- a r, - 'q ` ESTIMATE OF UANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS
2O � R ax .
tl Ct SS eLe . 4 -
I I ....•,rr+,a�.a -..; "! �I_ Yltii I ., j ? OF WORK.
Q
a.leiarp.r - t " '' ,,; ' .- V DOES NOT INCLUDE WATER R SEWER SYSTEM AND ESTIMATE OF
R APPROVED C/.P.P. ALTERNATE L.F 97...., 97 _ .w II„ ri +; ?a +, . „ _ �� ,. f „ I0. CITY APPROVAL 0 N D R 0 EW 5Y M
1B N LL 39 0 y � ,m y� � �',
: ,. YI w , lAfn&'r _. -- .^•... "'"''+aiA1�T�l;,, :,'-�SY:,;� 'tf QUANTITIES..
-.a - _. �� e�q
APPROVED Cd.,-P. ALi-RNA E L.F /OSO_I /3O S4 >,23,� k �, IfXI?1 t 1E r s Z II, A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRI;AIE AND
9 w---"'�� PUBLIC, UNDERGROUND UTILITIES AND
,_ �, c_ zlsY q _. ..._ .ti,a ,, ,>l, ,..,.r ( � N A IT SHALL BE THE RESPONSIBILITY OF THE
. 9 u : _- -. .,». t e,sie I ... lei i t �: r_+. S. o.
1rv5TA�L 33 R.C.P. OR APP/QO✓ED G/•P.P AUtRNAi'E L,F � t, :,t_ `� a,•;7 CONST..ACT'OR TO LOCATE THE UTLLITIES OF EVERY NATURE WHETiiER SHOWN HERE-
ON OR NOT AND TO PROTECT THEM FP.0,�1 DAMAGE. THE "CONTRACTOR SHALL BEAR
OR APPROVED C./.P. P. ALTERNArE L.F. /B3 36 - . G-. eI? I:_r sxl �a ; �a ,' o r f '
r2J .N A_L jO _ 49""`;`��+rd,+ '. { ��„r, `-• TIE TOTAL COST OF REPAL., OR REPLACEMENT _F SAID UTILITIES :DAMAGED BY
63 3' /6f _ yinl �•.an.u� .. <k _ JPERATTON.
/ l OiP i1PPROVF_D C1.P.. ALTERNATE LF. 97Z S� Z c , ,,._. o/r,
22 NSTALL 17 %� P � c �r I3, SLOP6 PROTI.GTION. THE 40NTRAG-jOR 'SHALL t ROVIDE A PAGKINGq NI Ic
tic�Ic 9 k,y „�,, ' :' _ - 12. ALL STATIONING AND DATA REFERS TO THE CE;.t•=RLINE OF PIPE OR CHANNEL.
- - - - 1/ k +-!., -"'-' „.81C: Y "i°-�?'.4• U' > F:1R /ALL i1NUi2oUTEt7 ROCK SLOPE F'ROTtGT1oN. F+11D H MAY WEE
3 ,.• 1/VST LL �s�" R.C.P. OR APPROVED C.kP- P. ALTERNATE L.F. /33 Zl� �iO ., 91t • i ^' x ,. }:a. EI HER MIRAM GOOV- PLAS lG AT'TI OF EQUkt- FSRAND 'OR
- o. +, _ ..a'Ea _ ° .u,'N %r..,w:A Ca" LAYER of AGv.REGAYE: iP50=1 I6:.). IF Co".LAYER. OF.Ayy REA-,TE
Zt 1-- //-,TALL ?_ / R- P, DR APPROVED C-I P. l: AL TERNArE L.F 03 .�43 j I 41�e ., . �,�/ , � ;, � J . _. �
•..,.., .�_. - -- --.: .. _ ::;.. '. I- . s'xaxt*' .V',. XT ,.•��"�.�.. IS USED '1-HEN. THE ROCK SLOPE: PRJZ-rEG"j1oN MrIY 5E PLAceP
Six` A(? ,... S ,n. J '� Ihl AGGaRPANGE WITH 't'lE•THOOD a � AS SPECIFIED. -IN THE
1N_sTALL 0" F?C'P. L.F. 99 /, 3AS d97 77 2. /B �y . ?•+`
�•. .. - "' w $HE '3 ,.' g: 1 t L' A:1 E5T EDITION OF `GPJ_ TRANS' 9TANDi�R[] 7FEGIFIGATIoN51
o' CO/VST CATCH GAy1N NO• PER -1710. ,Sale E'1: 4 4 ! / ! - V /g 1 ` •ro SFcrsoN 72,
- _ _ 2 (¢.,- ° � y, £ IF M�AFI 500 �c 'x-cLUAL.6FZir!JD) IS USED THEN ME -HOOP 'A,
�, -... .: - �. / g;y 'J+,rF,§ �::' RLAc.EMENT SFiA , P_E: RE4UIREP FOR PLAGcMENT Or ROCK SLOPE
Z7 CONST• CATIr/ BASH /YO•.3 /�E.Q 5'TO. Sals/ GCA• /� 12 �O K PRo-fEc'iION, ALSc THE MA'zAFI PLA6TIG MA7TINy MUt 6E
v
, �7 .... 7 "-- � �" -�NC ,�'"' -"�, � s,, ` GOMI'LETL•["i COVER=R OR SHIELDED FRoh1 SUNL1:aHT 6Y FILLING;
ng COiVST. GNOER S/GEIy'4Lf+ GR.4/N TYPE I PER STD. 9�.. Q /.F /7 � •� 6�y� w lU'THF V0176 WITH MA7ERIPL N4 LEES THAN NE3 BALKINy.
I
CO/YST. CONI. SLOPE ANI.HOR G
M� L, r O/VTAGT TiyE � Ltl?!T llya .45' REQU/Fr'EO,
ON SrRr CT/JFrE Gf PER STD. SOB EA.
n j �n . OR E.1'CAI��T/ON ran Si .Jy/ GT/ ✓
_.--.—��...,.��_. --• .. / � RTSyAJ�K �1.� i � '1`Y3iNl-' •Q /TO�/e� i.
C ,q C PE,? 5l"D, SO:� EA. 1 J _ B �• �..a x .y 8 $ Il'a
COn/5T. ./u//C1101v 5Tn U TU E /
; $ -; r,. I¢, :PIPE MATERIAL: REINFOFr-E-P CONCRETE -PIPE OF VARtOU5 1;D-
4r.I IY>R'1� NERAL TELEPLs✓DNE G?�? f600 1 92Z-4J31
r '.- Lr,.,•.-�. �y ^�_�_.,, . � W ��„? * : e,, ii LOAD s7 RENy'(NS ARE 6PEGI FIEP ON ALL PLANS.. NOW EV ER.1 GE / l
ti1,�1NHOlE A.Y PER 5.1> S//J EA. I 3 / / 8: „I z
"'�-•'s+.;'3;�e,i,s.,T,'+ '-- �- THE CONTRAGY01y F�HALL HAVE opT.tON of USINy CA9T••IN- PLACE- ZBO ai.LOIC/5-Tj
-- ._..�,#x.,G a n rtiu -.�.� PIPE (.SL)P FORM ONLY) WI-I.ERE AC'PLIGA>3LE, IF. G.I. P. P. IS
22 - A,.�/. ;"w4 HOLE _/M PER 5T0. S// EA, 2 /f B < �. , l I. PO. ErOX 1f��D.
.+"1" 1 F,•�:.� Y a Y ..•" UTILIZED BY -THE GC-,Ms
ON -TRACTOR THE s OF THE P IPv- MUST ESE. MONA, CA...91766 -
>_ ..,
�. ,,; �. _ - - � INGRE ASEo BY A MINIMUM OF 3° FROM THAT WHICH. IS SPECIFIED .
�i Y_; . BA/ 1r i ORT,9 f1%G / 2 L 9YE?S� E,4. 4 �f Z /0 `4 _ r r : u.I �::
.A �1.... l G.. R / ,.....: ".. ".;'.S F Oi.1 THE..PLf+N5:. iNJ'(ALLATION .�F F7,.I-L. G.I. PP, SHALL..RE4UIRL .�OL/T%�E/QN GALI�riFItNI/► G�i�L!< <GeJ 17%�� JrP%r _.r9�
-'-'
CDNST. GRATE/NLE. yy rS //YGy.GsO.E_A- _. I:NS EGTION ANd _M"E3E, - 171% >329 _cn07G7 MADE. WI -PH GI7Y I146PEC.7TIo}a PRIOR -TO CGtiNs"�ZUGTIDW . 6 CD/YST• _ �. +,ti i �,(••. #M ^ -4�I y,. $ -'`9(^C/P.P,�Y 6E !/SEP /N L>/.'-U OF 961
RC.P. zaC�A.CONCRETE COLLA.? P5R OETA/L ON Z rrc _a o wir, cs-reuc7io N V7/1/ZED: E'JA2Er621B �r
, I a . �+. � _ ; • • �. �< ., . ..-�.. E ,COJi1 ROL SHALL $E �Y L,9SER B�f�JM O,? EC7U/VALENT. zs9i
8i
7 A/�ST NEAOGYALL, h!//V/`-/YPE, PER S.9.C.R0, ,5T� 10.9 EA. ��,�;. � a �. x• _: , . _�- � GrP�1> T
sr b) cL .PO ELL F/ .S /NtIE'RT 4 TER SLIP FORM /S R-LMOVEID. - a
c *.
CO/V'T !e'OCK SLO�:EOTECTIO/Y sEE�E.vNorE i3 Ty/S .HEEr 1 . C.z' 37C s' 4101Y1 C�
1 + •� ,., . T ,,.t ,aa.Ls�ez 1`+c Fl ("_ ,,r , STE T W N/ N F f/6AJ 5AN 6ERNARO/No !iDAl;
-•• - -x .,.»`- ..-•'�" C) O/PEC7/OA-• OF' 7Y2AVEL: dF rNE M.�!'Ni/✓E SHRLL BE DOIN/VSTRE'AM. RAiV�fi0 CUCA/Yi%NGA,
9 CUNST ' r 'y 4sJs ' d'CONCRE TE /Y SALL SP/LLirAY OrV "Z2F_r EV EA, S A. C. /SPEc1F/CAT/o/U CA. 9/730
346-SANSUPPLEMeNTA1_Al a4hW /EL I-OZZZY 1Y W49
C_7iato
!Z/31 �69-17J0
41 CO/1rST CO/{'CRETE" WA1Y_�/T/0N PEl�' OE7A/L all/ _F11,a7' ZS L. F 5 3_r AZ_11Z4, elX 9/70Z
l2 CO/YST• Co : -�/lah' Cfl�i11V I- INK FE/VCE L,F. J, 070 1, 070 ' 1 ` �` M.
j� 30UTi/E/P�ti'Al CJ_ ,'7�- J 9s'!-dZBO
I i DE M"'
99 cONST. •f r:3 CONC. TRAPEZO/01dL C1/ANNEL PEfr'/JETA/L O/YSfiEET2-si L.F. -- ✓�Z3 �73 - lVI-419-A7 E. F/:'9NC/�:
., �IiYTAR/O, Csl9/76L
!8 �,� _ -. __ SCALE•'/•=SOOT
g� co/Y5T•_ EAR711 aE,4Mr9,9 �coM,OACrEyJ - c • 93ra�o Z.zoa 19s'3GL ® i CIVIL ENGINEERS NOTE TO CONTRACTOR:
"r_ ry -ONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-IBILITY
43 - 1Ysr: C01Yfl�ETE 11EAOHALL, G , . PE Plr? 56. CR G sTo. 2'l9A: Es;. 4 4 11%01CAY � Si/EEr NaNO.
� FOR JOB SITE CONDITIONS DURING THE COURSE OF CONlSTRUCTION.OF THIS PRO-
-" VE. I ) NG SAFETY ALL PERSONS AND PROPERTY THAT THIS REQUIRE-
MENT
'E COrt/5T f1Efi`.Dl4'ALL" �` TriA/Y51T/O/V PEF��%ET.A1L O/Y 5f,1�`ET25 L.F 3.5 ..�.JS I EA5�EI-11�E_fa^ _ I JECT, INC�UDI Y OF L
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
AT %O/YST• 04l1BLE Tx ATrC2. PE�CAZ rRA/Y5•-gV,9 L7B1 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
aR CO/Y5T GRaUED EARTH CHAiYNEL CY. gY&W %C4.O.0_. i'SCia�%O /Q ALLEGED, IN ICONNECTICN WITH THr PERFORMANCE OF WORK ON THIS PROJEi',.
49 COA,19, r EARrf1 F/LL Calt*-AC%EpJ rJO - 0 as EXCEPTIN& FOR LIABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF THE OWNER
OR THE ENGINEER.
CA4�E TRANCAI_
5729,r� EA
I (SEE SHEET 2J OF L1VG: 752 �OF 6FEGIFIG DETAILS)
j — GRADE AS
_,'�I- COAIST• DOUBLE F=B. RFP CAL.TA'AN•S 87D- L'Sf IZ M 7 s ro7k7! L F r 25
.�. -�. N0. DESCRIPTION (7F REVISION DATE AP
53 C01VST, C,N// h'/SER/// & 6-7 PE2 JE7A11: O/V SAIEI= T 2-- E -9• Z `— 2
._
H.'tiNLANO AMEN%/E•
54 CONST, q" 7,V10/C GUiV/TE 7?AR CHANNEL L.F. 2/Z 2/Z - , KETP I',•a ING;
ReuisrA 0,&:a 14, j -
C01V57 4,R/J!/TEO RG1 K SL G/ P.POT6CT lON/SFE yW1V. N,77E /3 Try/S w;)- -G.Y. _— 4,wo 9000 &
_—•—.------� 1I � � � 2 AOCEO CONST. NOTE �5'T /Z 29•B2
✓G'NCT10N PER DE TA/L ON SJY�ET 24 EFl • - — - / /
57 e0115-7 E S7Rl1,-, PV4,ZZ -eR OETA/! vNSHE£T 25 L.. • y� 91 [Zj U �! Q Q /�, RewiSe Quantities LonUi .Note den. Note ? 10 >32
�+,-II-II _I ,�� -�� II II_ II IL_II-II II-II� IT OF RANCHO CUCAMONGA
� i BASE lJrYE '
STORM UNAIN IMPROVEMENT PLANS FOR
Q FR TRACTS 11934, 12044
i�frr�Eer I-
W w 12045 & 12046
JQR APPROVED BY DATE
CITY ENGINEER: / RC, E. NO.nVr9
,1
FaoryrtL _ e�aLE�,a�o DESIGN BY: RECOMMENDED:
AS MET-
,C('E i •ri
DRAWN BY:F 'SHEET
r � GVtI [NGryLCPiNG • E.IVIPONMENII.L PLIxNI.YC • CI.NO SUP'JEVI,i6
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