HomeMy WebLinkAbout2148 -LiENEAAL NO"TES, P"'OR Sr""RFEE"" IMP RO"'Vry'_1Mh'w"Nr'1"'S*';j CON0111RUCTION NU"`TES__._____ ENT'
I . All work shall be dono in oocordonoo with these plans, the City of Roncho Cucamonga Standards and the Standard sge Nome wi.51jes-T Z. DEO"CRIPTION QUANTI'llES FOOTHILL BLVR, LEG
15-oc,iflootions for Public. Hork5 Construotion - ourrent edition, including Its annual supplements of omondment5. Contractor Y M B 0"L DESCU"Wr"ION
r o to these, 5tanclards and Spoclf Ications. CONSTRUCT�" A.C. OVER 5" CAR REFER To
shall be familiar with and shall be responsible for odheranc
OENERAL NOTES q t 10. 1 e�240 5F ARROW RTE. PROPERTY LINE
,tvres of any kind, telephone or poHer poles, water motors, volve,5, fire hydrants, oto. shown or CENTER LINE
2. All pipelines or 5ubstruc ORIND MINIMUM 0.15 FOOT OF A.r,.AND OVERLAY PER DIRECTION OF THE CITY INSPECTOR 0140 517 9TH STREET
CON57VOT V' CONCRETE CURB AND OUTTER EX15TINO CON57RUCTION5
not shown on theso plans within the right-of-way limits or in adjocont areas where improvement work Is to be done shall
Zancho Cuoomongo. PROP05ED CONSTRUCTION5
be, removed, replaced, relocated or protocted in place as required at no cost to the, City of P PER CITY 91D.DIRMINO NO. 104.
(555 Lr
(;;i� 0ON!5T.4" THICK x VNIDE P00.51DEKALK TO JOIN NITH Lj TO TOP Or CURB
5. Any contrac-tor performing Hork on this projoat sholl familiarize himself with the site and sholl be, solely responsible THE EX15TIN6,PER CITYSTD. NO. 103 >
<Z _j FL FLON LINE ELEVATION
1----4 SITE
,ilitles resulting direotIq or Indiroatly from his operations, whother or not such Foallities ore GON5T.4" THICK x 4'HIDE PCO PROPERTY LINE ADJACENT Li
for any damage, to existing foc _j
shown on those plans. bi > PQ Tr TOP Or FOUNDATION
SIDEKALK PER CIIY !5TD.No. 105. 14aO 5F >
11011 F's rINI5HEP SURrACE
CON5T.COMMERCIAL PRIVEKAY APPROACH PER CITY51-12.NO. 101 (TYPE 11=26,R=11.5')- (06a 5F 01f 8TH STREET
4. A permit sholl be obtained from the City of Rancho Cuc-omongo Public, Horks, Engineering Department prior to any LO U TH TOP Or HALL
onoroaahment or oonstruction within any City of Ronaho Cucamonga casement or right-ol'-woy. 11011 0!�
CON_5T. DRIVEKAY APPROACH PER CITY 5TV. NO.101 (TYPE N=16',R=55) CIO 517 Z HV HATER VALVE
CONSTRUCT CM51DE DRAIN OUTLET PER(ITY$Tl). 101-A 56 Lr ISTH STREET FH rIRE HYDRANT
5. All grade stokes sholl be set by the, Controator or Engineer. Paving stakes sholl be sot at all hinge points, edge of
pavement points within 0.01 foot of svb-grado elevation and at not more than 50 foot intervals. Additional paving RI OHT Or- KAY
stakes may be required by City Engineer as needed at worpod or vortlool curvo area!,. CONSTRUCT A.C. BERM PER CITY 51D.104,043 54 LF 4TH STREET TR TOP Or RETAININO HALL
51ON TO BE RELOCATED 4 EA SMH SEHER MANHOLE
6. All sewer, wator, olootrio, gas, phone, or other utility latorals, mains, or crossings shall be oonstruotod prior to paving. @) 5TREET TREES TO BE PLANTED PER NOTES AND LE&END ON SHEET NO. I 5EE TABLE HV HATER VALVE
INV. INVERT ELEVATION
T Compootion tests of embankment oonstruotion, tronoh backfill, oompooting original ground and all sub-grados shall be 5AH CUT PAVEMENT TO A NEAT 5TRAI0HT LINE
performed at no oost to the City of Rancho Ovoomongo. A written report with those oompaotion tests shall be 610 LF REMOVE A.C. PAVEMENT
,omont of base materials and/or surfacing. 15000 5F
submitted to the City Engineer for approval prior to the plac REMOVE EX15TINO PAVEMENT NEN A.G. PAVEMENT
REMOVE EX15TINO A.0. MRM 120 LF
a. At the completion of paving, a materials report shall be submitted to the City Engineer. Listing all to5ts or ORIND AND OVERLAY
,ontent and gradation of asphalt paving.
determinations completed to verify stability oil c @ CONSTRUCT CATCH BA51N PER CITY 51D.300,K= 5',V=4.46' I EA VICINITY MAv-*t
q. Prior to Installation of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or 415 INSTALL 24" DIA. R.C.P.DRAINAOE PIPE 41 LF NOT TO SCALE PROP05ED 5TREET LIOHT
determinations completed to verify: R-Valuo, sieve, analysis andsond equivalent of aggregate base. CONNECT 24" R,CP. TO EX15TINO 42" 0A.PRAINAOE PIPE PER CITY OF 61vTAR1o'XP 3o4 I EA
@) CONSTRUCT LOCAL DEPRESSION PER CITY 5TV.5M PROP05EP TREE
10. Paving shall be performed in oorordanoo with R-Valuo and Pavement tests taken to determine struatural soatiom I EA
INSTALL 41500 LUMEN HP5V STREET LIOHT PER CITY STD-5. 5 EA
11. INhan improvements ore to be placed on native soil whiah consists of a roaky material, the 5ubgrade, shall be,
RELOCATE HEADINALL STRUCTURE I EA
prepared by removing all rocks Nhich protrude above the, 5ub-grado and all voids or dopros5ions shall be filled with SIDENALK
a fine grodo material of a quality better than the native material. CONSTRUCT SLOPE TO MAXIMUM 2:1 150 cly
12. If the asphalt oonorato Ir7 to be placed on 5ub-grodo, a soils storilont rogistorod by the E.P.A. for use under A.C. and 3 CON57RUC'r' PrC 'COLLAR FIER CITY STD. 321-- 1 At
F.C.C. shall be uniformly applied at the manufooturor!5 recommended rote for the full pavement width prior to paving. I
15. Estimate of quantities 15 provided 4 the Engineer only for the oonvonionoo of the developer, the oontroator shall 011
make his own determination of oonstruotion quantities before submitting a bid. Any item of work required by those plans
32
Hhlah is not spoolficolly listed in the estimate, of quantities shall be considered as Inoluded In the other items of work. NEN RIGHT OF KAY vpntt� < 1
325'-265' NuTE :
14. 5troot signs per City of Roncho Cucamonga 5tandard Number 401 shall be construated at cooh Intor5cotion. VARIE5- VARIE5- ----------
52'-22' 2' (NYE 5EKR 7F,%H REOUlf;V
15. City approval of plans does not relieve the developer from responsibility for the corroctlon of error and omission 14' OVERHEAD UTILITIrzS AILL E3rz UNDEROROUND E3"-r
disc,overed during construction. Upon request the required plan revisions shall be promptly submitted to the City
Engineer for approval. FAIP 4 00ORPINATEP B"r THE E7)E\/EL0FER.
lb. Hork 51to and exterior stroot5 shall be kept in a noot, cloon, hazard free, orderly 5toto, throughout ronstruction. 5ito GON5TRUCT EX I 5T. S ERM EX151. A.C. PAVEMENT
shall be clooned upon requost, of the Inspector. 511?EKALK
10-
2?0
0
11. Contoot all Utility Companies as required, 45 hours prior to excavation.
rr
VARZ,5 I LE5AL PE5GRIPTION:
Provided for your oonvonlonoo are the folloNing:
PART OF THE NE5T 640 FEET OF LOT 11, CUCAMONGA VINEYARD TRACT, IN THE COUNTY OF
A. 5an Oobriol Valley Mvniolpal Hator Di5trlot 018) q61-1qII Mr. Dob 5tallings 5AN BERNARDINO, 5TATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 20 OF
for Do-so Lino Rood Construotion CON5TRUGT 511 LEX15T. CURB aITTER MAP51 FA5E5 41 TO 45, INCLU51VE, IN THE COUNTY RECOR12ER OF 5AID COUNTY.
13. r5onorol Telephone
1-&00-455-3000 2 REMOVE 4 REPLACE
CURB 4 OIJTTER(� q EX15TIN6 A.C. PAVEMENT AFN 201-015-15
0. 5outhorn California 5as Company 1-500-421-2200 Ras. 10
,lid Avenue I-aOO-421-2000 Comm.
216 N. Euc 5 T A. 14+Og"2.U-'*'O
Ontario, CA 011162 LOGAL DEPRE551 ON PETAIL
0. Cvcamongo Valloy Hator Di-striat "TIP"ICAL STCTION 12 15
(10q) q5-1-25cil 8th ST911
1641 5on Bernardino Rood STA. 10+67 THR'OUGH 16+26 (NOT TO SCALE)
Ranc,ho Ovoomongo, CA 11'730
E. Metropolitan Hater Distriat NO11) 5cl5-1414
100 N. Moreno Avenue
U
Lo Vorne, CA 11150 -EXISTING SURVEY- MFONNUMEYRTRM
F. Adelphia (600) 626-62CII NFW R-1W
I HEREBY CERTIFY THAT I HAVE IDENTIFIEP ALL 5UR\/EY MONUMENTS OF RECORD
r
5HONN ON THESE PLANS AND ARE DESCRIBED AS FOLLON5-
6650 View Pork Court EXIST IN THE t=IELD ARr line I U R
Charter Communications (140q) c1614215 THAT GOULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS NHIC.H CURRENTL"r EXIST. R1W Ir'"RIVA E ENGINEE 'S NOr"ES `0 C I .K U
Riverside, California 12505
- CSM BRASS CAP PER PM 6005, PMB 60/11/12 , ACCEPTED AS NW CORNER SECTION 15, TIS�R7WP THE EX15TENCE AND LOCATION OF ANY UNDEROROUND UTILITY PIPES, CONDUIT5 OR
H. Verizon (aOO) 455-5000 S.B.B.M. PER CSFB 4014/1874. ALSO CENTERLINE OF 8TH.STREET AND VINEYARD AVENUE 321 1.01 STRUCTURES 5HOkiN ON THESE PLANS ARE 05TAINEP BY A SEARCH OF THE A\/AILA5LE
�A_
- I" IP PER TRACT 12219, LOCATED @ 8TH. ST. CENTERLINE. 1AA1,
(500) 655-4555 ''C' RECORDS. TO THE BEST OF OUR KNOHLEV67E THERE ARE NO EX15TIN UTILITI 5
5o. California Edison Company NAIL TAG LS 5280, LOCATED 8TH. ST. CENTERLINE. 65
EXCEPT AS 5HOkiN ON THESE PLANS. THE CONTRACTOR 15 REGUIRED TO TAKE DUE
xj
1151 Redwood Avenue EX15T. A.G. PAVEMENT
MEDIAN CURB---,,, PRECAUTIONARY MEA5URE5 TO PROTECT THE UTILITY LINES 5HOPqN ON THESE DRAKN675.
Fontana, Ca C12356
THE CONTRACTOR, FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY
2%
J. Fire NOq) 411-2110 PIPES, CONDUITS OR 5TRUCTURE5 5HONN OR NOT 5HONN ON THE5E DRANINe5.
.2,9n-
Rancho Cucamonga fire Protootion (1)
10500 Civir, Center Drive DATED; CONTRACTOR AOREE5 THAT HE SHALL A55UME 50LE AND COMPLETE Rr=5PON51BILITY FOR
Ranc,ho Cvcamongo, CA c11130 MhX.
tT
PAUL GHRIY&PHER, EHE R.L.5. NO.5250 JOB 51TE CONDITIONS C�URINe THE COURSE Or THE CONSTRUCTION OF TH15 PROJECT,
K. City Hall (IqOq) 471-27PO EX15T. INCLUDINO 5Arr=TY 01= ALL PERSONS AND PROPERTY; THAT TH15 REOUIRrEMENT SHALL
10500 Civic. Center Drive (1) 10 -7 510ENALK APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL NORKINO HOURS; AND THAT THr:
Rancho Guaomongo, CA clil-30 PROTECT IN PLACE CONTRACTOR 5HALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE ONNER AND THE
Building MOq) 4-tl-2110 EXIGT. ENCSINEER HARMLE55 FRCM ANY AND ALL LIABILITY, REAL OR ALLEOED, IN CONN TION
Planning (qOq) 477-2150 GUR 34 -GUTTER E C"
Engineering (14011) 4TI-2140 PRCTECT IN PLACE NITH THE PERFORMANCE OF k4ORK ON TH15 PROJEr.,,T, EXCEPTINe FOR LIA131LITY
y-%-n AR15INe FROM THE 5OLE NEeLleENGE OF THE OINNER OR THE EN67INEER.
h .1.
VINEYAM) AVENUY r""YPICAL SECTION
T-1 M T-1%Y-1 V"
In, 11' STA. (ECR) THROUGH STA, (NORTH
uriNERAL NU'I'E�t_4i FO'K �i'H�EE'1' TREris
(NOT TO SCALE)
I ALL STREET TREE5 ARE TO BE PLANTED IN ACCORDANCE NITH THE clTY !5TANDARD PLAN9.
fit
Nr "'N A
2. PRIOR TO THE COMMENCEMENT OF ANY FLANTINO, AN AORONOMIC 50IL5 -r-"' RANC '17_ "� CUCAMO' L
REPORT SHALL BE FURN15HED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIE5 C I rl"Y 0 1' ' rlu
OR NUTRIENT DEFICIE-NCIE5 MAY REGUIRE BACKFILL AMENDMENTS, AS DETERMINED
BY THE CITY INSPECTOR.
1k T
,CEPTANCE E3Y THE
5. ALL STREET TREES ARE 5U5,JF_CT TO INSPECTION AND AC STREET IMPROVEM"ENT PLAII
ENOINEERINO 01\/1510N. EIGHT STREET: EASTERLY OF VINEYARD AVE.
4. 5TREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STA. 10+00 TO 16+63.40
_DRC2001-00154/51JBTAM1(67&9
IRV S 0*' APPROVED BY: DATE.-
M I N. 67RON
STREET NAME BOTANICAL NAME COMMON NAME 5pACE 5FACANO 51ZE QTy. CITY ENGINEER 2'
JK - ------
"WNEY-1
1`3 E N Cli"M ATn"'K U 101
LAr7ER5TROEMIA UNDERGROUND SERVICE ALERT ) JULIO N. LOZA 0__ 0 R.C.E. N 0. -YJS5
5 TH. STREET NATCHEZ GRAPE MYRTLE 20' O.C. 24 ORE E3M NO. 10025 FRANK LANF_ C-" DESIGNED CONSULTING CIVIL ENGINEERS IE11MME ED.
BOX iv JNL
CIT"( OF RANCHO CUC.AMONOA No. C54826 1182 N. Monte Vista Ave., Unit #15, CA 91786
mmums.Nr 1 (800) 227 2600 1540 N. eolclon Ciralo, 5vito loll EXP. 3-31-08
TRSSS 5EF. PLANTING PLAN ON SHEFT 5 OF' 6 5RA55 OAF @ TOP C.5. N.K DRAWN Phone/ Fax. (909) 579 0354 SHEEf
CURB Rr:TURN VINEYARD A\/E. Santa Ana, CA 012-105 V I
4 r=I 5HTH STREET. V/ V I V JNL I OF �6
TWO WORKING DAYS BE'FORE YOU DIG Or CN\.-\� CITY CHECKED 07 DRAWING NO.
DESCRIPTION OF REVISION: DATE: APPROVED: JNL JUL-10 N. I-OZA L2A TE
R.C.E. NO. .54e2(9 248
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11 \ P'"71_11_117_ ,;;-7'T- -17 _7 -7;17 -- _/"7_1 POTHOLE PRIOR TO CONSTRUCTION I I I E3'( THE UTIL17Y, ' 5GALE: I"-20' � � � --..------ - __ -
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11 \ X, I / / 1A /.' I ,, I I ///" PAID AtsV COORDINATED BY THE DEVELOPER. - t
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CONSTRUCTI i,)TE � (/ � � i:" . i I '''S/
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DESCRIPTION QUANTITIES. � --,.--- ____.________________-__-.1 ) RELOCATE6 � I I <c> A z
� ACESS DRIVEWAYrn R
HEADINALL � - . LIJ 411".
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�@ CONSTRUCT 5" A.0.OVER a" O.A.13, REFER TO I E0 Of G010TWTION(5T&1+34,16) - - ! .STRUCim 01 = \
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-tJGA <--�-)CITY aF ONTARIO - .' __ I� 01)
6ENERAL NOTES q $ 10, / b.10'-RANCH / , -.,!& I
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*(�) 6RIN0 MINIMUM 0.15 FOOT OF A.C. AND OVERLAY PER DIRECTION OF THE CITY INSPECTOR C140 elF /\ /\ \ \ A " , I I ... -I- - 4.4 15.11, 11hol _�__ � 'T_ - k \\\ r, w 0�
I pz�, x\ / - � \��'\'\(;Iz co, No. C54826 :'"
",\ \/' 1i - 1� New Rlw (12) f, f"
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A2,10 I \ EXP. 3-31-08
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,ONCRETE CURB AND OUTTER " /"><�/K�"" il'-' �� 51DEMLK �11� --m-1.-,--__mnm___,_--.---1--jo 1 6 EX15TINO 25HT 1
�2) CONSTRUCT 5" C / < I -- -%I._A4.-I --- . "I HAMv", *-'k
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( -!!!I I " / \/ N", , . � illaoor- -_m-_ ". -- . \�" .A
PER CITY 51D.DRANINO NO. 104. 6>55 LF I � . \ -,- BARRICADE W-"' Nr
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I'll �411_'01 . I - _._'_"_-__-4?Rm%w-----_-----.--.-, ______mw m_ , / \/ ' / _. === -== === =----- _-_=:_ __ 1�
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CON5T. 4" THICK x 6'HIPE FCC.51DENALK TO JOIN HITH 1��)' " I i 08_�1'00 w""", - z " - .=-1--=�':_�_. z__ ___ - __... X�N I
I\& -til 5TEEL HATER - ____Ep0&_ . �/ ./ ' / - __ f--- _� ___ ,---. __ __.- __
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THE EX15TINC7,PER CITYST0.NO. 105 (501 5F r , 40A VC \
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4 PROPERTY LINE ADJAOENT - �' ___ - I - . I / ,
,ON5T.4" THICK x 4' HID�PC �� /< "I \/\ H.,Ck __Q�Dw xx N_1�1_ . EXISTINO \
00 C ;>--4-'-/ Nw.- � - \,--7.r ,
510EKALK PER CITY 5TD. NO. 103. 1450 5F . "/ X, 11 04.00-----w----4-_--- . - X �� 'v( �!�0
-------__ uj pr��'X > , "/� C�N; ii ,U5 -1 I - W. - _�_ -Kom-', t .- 00, WN - / \��" q 1 1 \b M.sm \ "I'J"J''Im,
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% �� q_,____EXL5TIN 67-- .1 -':5___0_ 2�_ --\ EXISTING
-11\ /-.1 . c!,,'e-_-Q,
@ GON5T.COMMERCIAL PRIVEHAY APPROACH PER CITY 51D.NO. 101 (TYPE "C", N=26,R=115)_ 6(05 5F !'_�' Z' � N I I i 0 1 r" -I \ \/ \ 11 I %'n== I
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1 C14 " 11 IQ . , , \1 -_____' - - -
/--,\ 11611, C:l 1� it , 6 j I
UA CON5T. DRIVEHAY AP =__1 I � I , j� .4 1 - I
PROACH PER CITY ST0.NO-101 (TYPE N=Ib',R=b.59 CIO 5F , X, !:' "\/ . ! 1 26341 --6,---14 -- .� / + . F= u U' " I�
'\ . '' � \ * , 1 12,65 __ . - FD NAI0 2 NSTINO u A u
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(�) CONSTRUCT OURB51PE DRAIN OUTLET PER CITY 5M 101-A 56 LF 9 �/'\11 ly - , 50AL�- HORIZ.111=51 .O - , 0 0%.w \\11�
= / \ /'\ / / I , -'I . I PROFILE 24" R.C.P. STORM DRAIN VERTL 1"=�' . I �� n I I -- . . .---
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(�) CONSTRUCT A.C. BERM PER CITY STD.104, D-a 54 LF � X/(' / 11 I :=r- _ -_ _ -_ -
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5167N TO BE RELOCATED 4 rz A I IN -il L---.--. - - /, EX15TINry 25'HT,
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Ua 5TREET TREE5 TO BE PLAN1 "I. /,/" "/ /^ 1�--A� . - - STA. 10+00 TO 16+63.40
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q 5AN CUT PAVEMENT TO A NEATSTRAIGA4T LINE 610 LF 0911 I-* _" __ __' misal"1111,11" mg momill'i'lill.1',' ' __ ___
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2 PAVEMENT . 15000 5F - // /'i r p < \ .0 \ I FUMVM,IREW-4i EX A VA POW aAC,K ,:::7,��T I IDGE APPROA014 GONNE6TION PETAIL __ _____ I-- APPROVED BY:
@ REMOVE EXi5TINr ,X "�'� / ��v- '___ OIYFAR�10 5140OLD 89 PER 57-P.I?FAWWz:�, 00foe 115'_.55�� 13R - - __-__..' _2�\'
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@ REMOVE EX15TINO A.C. BERM I 120 LF _-v< / '\'/ / ' � �� � �: I'- _'_ _
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I . A R.C.E. NO. _4LT112!�3--
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Q J2 CON5TRUC,T CATCH BA91N PER CITY 5TV.500, N= 5',V=4.46' - I EA - / >/\, '�- x y- 11 . - _13"ENG"'MAT 0 DESIGNED -
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*@ IN5TALL 24" DIA. R.C.P. 1?RAINAr2E FIPE(pipg�-mm-NeK INSFE:TJON JN OWT100 41 LF I . I 111A\/<-"X '" � . UNDER ------ J NL CONSULTING CIVIL ENGINEM
) � �� �' �\ � e . . 5M NO. 10025
Wj" SE r��I'MF_CITY OF 0KTAR10 . 11 / ,/\/\ \ I \\---: ..- ORE f=RANK LANE . JNL 1182 N. Monte Vista Ave., Unit #15, CA 91786 ))
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14 CONNECT 24" R.O.P.TO EX15TINO 42" DIA, PRAINAOE FIFE PER CITY OF. 01MR10 5TO. _304? 1 EA Ll _ - � _.1z_'i\ - �--_�__4�$1� IV, m � L",
f9 *SEEt4076 To M411iT � \/1NEYAP%D A\/E. ADJAMT CITY Of= RANCHO CUCAMON&A 540 N. 0oldon c1frolo, 15vito 101 DRAWN Phone/ Fox. : (909) 579 0354 SHEET
Q5) CON5TRUCT LOCAL DEPRE55ION PER CITY 51D. 501 -_ - I EA BRA55 CAP 0 TOP 0.5. N.N. 2 OF (0
TO PROJEGT 51TE CURB RETURN \,/INF-*,rARP A\/r=. 5anto Ano, CA c12-105 --- --' ' JNL ("_'�_� _
* IN5TALL 1500 LUMEN HF5V 5TREET LI G+T PER CITY5TV5. 5 EA I I I -_ ,s EI5HTH 5TRtEIET. ' cl_r� ______� ---3-26-07 DRAWING NO. I
@ RELOCATE HEAPKALL 5TRUCTURE I EA . TWO WORKING DAYS BEFORE YOU DIG F-LEV. = 11 12565 (114) a55--7F5-T5 I "TION OF REVISION: DATE: JNL Jul-/o N. LOZA OATE 214C5
'A , DESCRII APPROVED: R.C.E. NO. 54%52b ____
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@ C014STRUCT PCC COLLAR PER CITY STO. 37-9-1 C * I - __ __ L�i "
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TRAFPIG 51 CONDUIT TO BE PIEI�1O`>:ED I � 22 � 1 TO '`EI VSD -�,� _ ISA �1L.�-
TO BE TEG ��� - -
EXISTI { 32 DETECTION L 2T
LOO TQ 1 ¢_ TO INSTALLED
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PER PM 1J PMB"60/11/12 EX15T.-•c�C.UBL Y 1_LOH LINENXIf
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SECTION 15 TIS, R7W, OAK EXI5TING "SI L AHEAp" CTA.I +�b.� nth. T. �
PER CSFB 418710 LOOPS TQ BE /= / / ' / 30
LE 5TA.2+82.08 LANO 5T.
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4 (E)51G (E)510NAL TRAFFIC 51ONAL CONDUIT (E)SIGNAL
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PULLOX PULLWX TO BE PROTECTED PULLBOX
TRACT 12219 WARNING: 5EE EA5T END
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PROJECT SSU I
POTHOLE PRIOR TO CONSTRUCTION HEREON,
17
32
II I N C� ILDINCI VERIFY DEPTH COVER.
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LHON COSI T RII1rfif ``�
CC SS URIVEWA
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LEGEND' CONS UM11" N N""ES
FOOTHILL BLVR, LAJ
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ARROW RTE, 20 5 IL IV LEFT/RIGHT A W R GAL N5 5TD. .NO.A24A � � 7�
�:IGHT OF HAY
W RIGHT OF Y EXISTING
2! INSTALLG
RID-I PER AL 51D. �- _ HANDWNIIL--7 _
9TH STREET W 5MH 5EWER MANHOLE
WV �' YALVE 22 INSTALL 5OL117 HHITE CHANNELIZIN6 LANE LINE PER CITY STD.PYO.NO-133 r21
>_ )D\ r-IRE HYDRANT
LA _ INSTALL METAL 51%POST PER CITY 51DD .NO-130 2g
SITE zP' OP EO 5 T LIGHT A! 76111990smsr"::9000
> m �__q 24 INSTALL H41 PER CALTRAN5 STD. fi►
8TH STREET
0
DETECTOR LOOP 25 INSTALL DOUBLE YELLOW CENTER LINE PER CITY 5TD.0110.NO.133 cn
6TH STREET � � 26 INSTALL ELECTIVE HYDRANT MA R5 PER CITY STD.DW.NO. 0 �r�•,��- _,•_..^ .�,,.
LEFT TURN ARROW 27 INSTALL 4"SOLID WHITE LINE TO JOIN EXISTING PER STANDARD OW NO.133 � -PRAIN.M'"T"J"T
4TH STREET 2D lNST 6(B) GAL STD. "A"" E N YIN 0 F U EU
RIGhfT TURN ARROW 2g INSTALL 826(5)PER CALTRANS STD.
Q � REPAINT"SIGNAL AHEAD"LWEND PER cALTRANS STD. H-0"' e U-N U C"4 A M 0" N G� A
momu AN C -'r _T
31 EXI5TING CRO K TO BE RE-PAINTED PER GAL N5 5TD,
v lu32 INSTALL DETECTOR LOOP PER GAL N5 5TD.E5-5A
w_rKllNl`Y MAFy_`_ 33 RE-PAINT EXI5TIN52 LE INC W/2-12"WIDE WHITE 5TRI PER(ALTRAN5 5TD. SIGNING & STRIPING IMPROVEMENTS PLAN
NOT O SCALE
STA. 1 + 16+63.40
SUBTPM16769/DRC2001-00154
rjvESS/® APPROVED BY: ,' DATE:
CITY ENGINEER �`��` _ _ R.C.E. NO.
BENCHMARK, OWNER.
E3M NO 100 CRANK ANS auuo N. LozA DESIGNED JNLCONSULTING CIVIL ENGINEERS REc°MMENDED.
uj No. C54�26 JNL 1182 N. Monte Vista Ave., Unit #15, CA 91786 JA—C�
CITY OF RANGHO GUGAMONC
E3RA55 GAPS a TOP' G.B. N.K 540 N. Golden GIrc le, 5vite 100 exp. 3-31-0s DRAWN Phone : (909) 579 0354 SHEET
GURE3 RE=TURN VINEYARD AVE. Sana Ana, GA �f2705 C< Y 1 �- ,,J5 OF (9
E:I C I4TPt CTRE:E:T. gyp$` __--•----- --� ,�_2�'_a�
SLE-\/. — 1112.5 (114) _� 0r CAS-® I DATECITY CHECKED DRAWING NO.
DESCRIP ION OF REVIS ON: : APPROVED: JNL JUL-10 N. L6Z�A, O ATIZ
R.C.E. NO. 5 26 2145
glil 1301101 1 IN= Ig
Offim 1 WMENINIII: III NEW IN: 111111101
IN 1,11IIIIIIIII 111 1:111111,
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NOTE: USE 2 COATS TAR
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SEALANT T PROOFING
PRE-0%ST CONC. CAP 70
WALL CAP !' E SIMSOM BRICK TIES TO it
PER STN D SPEC'S
(TP• USE FOR RETAINING PORTION
SECURE VENEER T ALL FOOTHILL BLVf �
MASONRYP.} PRECAST GONG. CAP
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ASHED IVR E OCCURS CK FINISH; TH
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COLOR: NATURAL—BY DURA
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FINISH GRADE
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PSI CONCRETE `I I VV I II I
II=VII VI�VIf
Illlllmoldl=AI !! IIII !I
TT
4 CONTINUOUS T P AND
4 16" O.C. TRANS3 TIES VICINITY MAP
111fl ND
{_ 12O.C. ( LT VERT.
III
OT10 SCALE��
12"
ISI' � I
VII .. `4
►I !!
CONCRETE F TIN
,:� z� �, .:. -„� PSI CONCRETE
DEFINES77MDASH AREA Y 4 COMPACT RAE 0
EASEMENT 4'-7" !!
PILA�iTER - SE
' CTION P LAN
f N.T.S.
W A LL
ETI N ` I
I f
BCRETI F EACH END N.T.S.
NTE. USE 2 COATS TAR
SEALANT WATER PROOFING
as
PER STANDARD EC'S
FOR RETAINING PORTION
PRECAST C NC. CAP
MORTARED IN PLACE
°� FINISH; SMOOTH
RIGHT OF WAY !! COLOR: NATURAL—BY Y UR
CHAMFER3/4
, 4i& RT STONE PH (714) 0- O
ALL � !! 8X8X16 CONIC. BLOCK
I USE SIMSOM BRICKTIES T
I m
SECURE VE E TO WALL
I )! EMASONRY ( P-)
2CITY NAME
cAROUND I ST LL t ,
Y SCHARFF SCH CFF
PLAQU1 , 1 !! ®� 1 1 !P
E PH. (213} - 13 ROW !!
It GRANITE WASHED
RIVER OC T VENEER,
1 - 01)
5 #4 A 1O.C. VERT. GROUT
BCR SOLID ALL CELLS #4 (HORIZONTAL)
TOP, BOTTOM AND
IDHEIGT.
" CONCRETE LOCK
10 -8 GROUT SOLID 250 SI
® I CONCRETE
ILII FINISH GRADE
aI I Itl--I 1I— -
!, I ISI I IBI 4 REBAR CONTINUOUS TOP AND BOTTOM
_ I ,
V I ISI I I41 4 @ 1 " O.Q. TRAN3 TIES
12" O.C. (ALT VERT. A BENDS)) r ► .
SIGN EACH ENDI►I .A A A
a Pa !! II' I
MONUMENT
1 4PP 1 1 I I I . I i!! CONCRETE F TIN
PLAN f
II II PIS BETE
w .
COMPACT SUB GRADE 5
USE SIMSOM PRICK TIES TO
SECURE VENEER
TO LL
1 /4" IDE I L MASONRY ( P.)101-8 E I J I ET LL
I TSTONEWALL
C1 '-- 11Cyp. ENTER ETIN.T.S.
" "TY P
co 1
P P9abb 7 4
� ' O STH STREET
P' VINEYARD AVE, 1 RANCH ANIaN A �-- _ u � �,t , A
� ,--2�: ALL DUtIt ''
1 t CITY
� DESCRIPTIONF REVISION:
DATES P OVER;
NOTE:1 . I LL I 1
DIMENTIONS E T F P F H FF F 1
ADJACENT L ��
LETTER STYLE TO BE CENTURY
xAND I E
• , L F T T TONE SCHOOL (VERIFY STYLE
COLOR # 3
(T E I INT EL TI /CIT. CITY E I E I T INSTALLATION) "REET IMPROVEME
L E (TY°P.)
3. F
T H ENTRY MONUMENTNEC 8TH STREET AND VINEYARD
COLOR
PAN TCOLOR
(TEAL) IE PAINT SELECTION I • T 1 7 D 1-� 01 4
TE:
s
., EUNBROKEN.
APPROVED ALL SHALL TES
MONUMENT LL
I PRIVATELY CI ENGINEER � �, � R.C.E. .
MAINTAINEDRECOMME ED.
MONUMENTS11" N
ELEVATION 1/4PP�1 P aP 1937 est • SHE
BENCHMARK:- OWNERS. D DAN U d,CA 1786
UNDERGROUND SERVICE ALERT BM . 10025 FRANK LANE MT 4 OF 6
50RE CITY F C CCA OA
2 South Circle Drive ND6CED DRAWING
PL r`t ar► ca ArchitectATEA --1 -�
� 2148
R CAP TOP C• . N. 11 1
(800) 227 VINEYARD AVE. Whittier Hill, C O L • LIC. 1
C ETU . .
mwmlm�mw ill .. OMENS=
EIGHTH STREET. (7140 744-6506
KIN AYE BEFORE
YOU EL . 1112.563iii IN 11
.. w,.w�., . �,�.•qm.�v�._�b._... ,_� .. �.....�... .v�..� __. __..�..... .A_�...____�.�:�,.._. ww.�_�w.�._...._. . .,_�._...�y.�..,N__u�.� .�� .�_.� ��...��.._._,.�.... w..... ;.� ... ....,.. .,�..��,: .a.. _�._.�..�.... m__.._.��._,.�y..�,.�....�.. .;�.•..,_ .u�...�.�.mµ.�.:.�„� e�.� ...�....w. ...�..�.,,�,..��..�. _�.�. ...�.�.._....�,.; ��,. ..��.:.�_��...._��.��... �.._�,� _�.v�.�._.....�_.u�.� w�.��� ��. ..:.�.. ....�,�..�:..�._�.....��__�...__�...�_�. .�._��.�......�_:�..�_. _._:.�...��.:.:.�_..��.:.�W�. .....
PLANT LEGEND FOOTHILL BLVR,
Y BOTANICALT
TREE 9TH STREETL.LJ
BRA Brachychiton ac rifolius Flame Tree 24 box SEE DETAIL
LAG Lagestroemia indica Crape Myrtle Hybrid 4" box White flowers SEE DETAIL
I tonus x acerifoli Coo oo ' London Plan Tree 24 f box SEE DETAIL B >
Li
RHU Rhus lane a African Sumac 24 box SEE DETAIL B SITE
TPI Trist nia con f rta ris ane ox 24 box SEE DETAIL
r®c
tSHRUB
alf 8TH STREET
B=ING A M=HCG E BU=ZNG C LIG Ligustrum japonicum 'T xanu ' Texas Privet 5 gal SEE DETAIL A LD U
AN Nandina domestica Heavenly Bamboo 5 gal SEE DETAIL A
Pittos oru to it ' 'Wheelers
Vari ate Mock Orange l TCL A
. T T T
SCOPE OF WORK
I Pittos oru to Ira e ler Dwarf DwarfMock Orange al DETAIL A
RAB Rophiolepis indica 'Ballerina' Indian Hawthorn 5 gal SEE DETAIL A
YL Xylosma congesturn Xylosma 5 gal SEE DETAIL A
TSI STREET
PERENNIALS
AGP A apanthus africanus 'Petr on' Dwarf Lily of the Nile 1 gal SEE DETAIL A
DIB Dietes bicolor Fortnight Lily 1 gal SEE DETAIL10
HEM Hemerocallis hybrids Daylily 1 gal mixed colors SEE DETAIL A
E)d T E
MAP
TUL Tulba hia violocea Society Garlic 1 gal SEE DETAIL A
GROUNDCOVER
N.T.S HP Hypericurn calycineAaron's Beard flats SEE DET LAWN Tall Fescue spp. sod Marathon I or equal VICINITY MAP
PL Pelargonium peltaturn Ivy Geranium flats plant @ 12" o.c. SEE DETAIL NOT TO SCALE
PLANTING NOTES
LNT COUNT .
1, Contractor is to review plans, verify site conditions and plant quantities prior to installation, Contractor shall take Y PLANT SYMBOL
sole responsibility for any cost incurred due to damage of existing utilities, Plant material quantities are Listed for the
convenience of the Contractor. Actual number of symbols shall have priority.over quantity designated, Conflicts a
between the Owner and these plans or within these plans shalt be brought to the attention of the Landscape Architect
prior to landscape installation, Any deviation(s) from the plans or specifications will require written approvat from L LINE
the Owner and/or Landscape Architect, The Contractor shall assume full responsibility for all necessary revisions due
to failure to give such notification,
Linear Style Planting with DeepRoot Barders
, The Contractor shall maintain a qualified supervisor on the site at all times during construction through completion of
pickup work.
Determine the correct number of panels to be used. D. Next place the barrier in the trench with the vertical ribs
Depending upon the actual planting plan and the number of facing toward the tree and align in a straight fashion. It is
Se The Contractor shall receive site graded within 0.10 foot of finish grade, Commencement of work Indicates Contractor's trees involved the length of linear barrier will vary, but as a helpful to place the barrier against the hardscape. Use the
acceptance of existing grades and conditions. Final grades shalt be adjusted by Contractor as directed by Owner's general rule of thumb take the anticipated mature canopy hardscape as a guide and backfill against the barriers to
representative. All grading shoLLL be completed prior to commencement of planting operation, diameter of the tree and add 2 feet ( 1cm), This will be the promote a clean smooth fit to the hardscape. Be sure to
number of feet necessary for a Linear style planting keep the barrier's double top edge at least 12" (13mm)
4. The Contractor shall furnish and pay for all container grown trees, shrubs, vines, seeded/sodded turf, hydromulches, application. (See chart below.} above rade to ensure roots do not grow over the top.
and flatted� groundcovers, The Contractor shall also be responsible for and pay for planting, staking, and guarantee of . Chasse the barrier that best suits the application. Generally E. Plant the trees). The Linear style offers a more expansive
all plant materials. See planting details for planting and staking/guying requirements, if a sidewalk, patio or driveway is to be protected, 16" rooting growth area, However adverse soil and drainage
HEM
DISTANCE VARIES 6cm) (LB 18-2) is sufficient depth with 12" (30cm) conditions may exist in the actual planting area. Take steps
5. The Landscape Architect and/or Owner shall approve plant material placement by Contractor prior to Installation, L 12-2} as an alternate choice for non-aggressive, deeper to ensure healthy growth of the tree at planting. Consult with
rooting trees. However for curb and gutter protection or more a local Arborist for planting tips and recommendations.
6. Fertilizer for all lawn areas shall e a slow-release, high-nitrogen fertilizer incorporated into the soil duringU U aressive roots 2 " (61cm) (U 24®2) is generally the better
planting, choice. F. If the tree(s) will be subject to maintenance work such as
A (31
lawn mowing or weed trimming we strongly recommend the
DASH E DEFINE .0. . 7, For areas to be Landscaped and Irrigated, the following amendments shalt be uniformly broadcast and thoroughly B. Dig the trench to the depth based upon the particular installation of rborGard+ Tree Trunk Protectors which is
T Incorporated 6® deep by means of a rototitter or equal, barrier chosen. placed around the base of young trees to protect thea from
EI E Amount per 1000 uare feet damage by weed trimmers, lawn mowers and small rodents.
_ 4 cu, yds, nitrogen stabilized organic compost C. install the barrier. When using DeepRoot Linear Barriers
t 50 pounds agricultural gypsum simply pull the appropriate number of panels out of the box For additional information please consult the 16 page
,•,r> S, The planting areas for trees shall lee dug three times the diameter of the root ball and two Inches shallower than the (they come reassembled) and separate the joiner at the DeepRoot Product Selection and Installation Guidelines.
b ~�` rootacorrect length. When installing DeepRoot Universal Barriers in atl. The planting pit, to e dug in the center of the tilled area, shall be as wide as, and two inches shallower PLANT GOUNDCO linear fashion you will need to join the appropriate number of For information regarding distributors please call: 1 800 IL
®,:• ''r`°6, than, the rootbalL, Planting pits for shrubs and perenniaLs shalt be dug twice as wide as care-and-a-half times as deep TRIANGULAR SPACING
P I V panels together. ROOT (45 .7666). For help with difficult drainage or other
p as the r�ootbalL, SEE LEGEND FOR DISTANCE difficult installation questions please call DeepRoot Technical
Support at: 1 800 ROOT TEK (766.8835).
1
9, The Landscape Contractor shalt maintain all planted areas shown on the plans, incLuding (but not limited to) watering,
- ® pruning, edging, and mowing, for a period of thirty ( 0) days after completion of project and acceptance y Owner. 3 MULCH YE
3 3 A B_ FINISH GRADE" For a simple formula to determine the quantity of panels required for a Linear application use;
10, The Landscape Contractor shall warranty and replace any plant material that shows signs of tack of vigor or other Estimated Diameter of the Tree Canopy at Maturity + 2" (61cm) = Length of Barrier per Side.
a unhealthful appearance within ninety ( 0) days of completion of contract, Trees that have been topped or otherwise
improperly pruned by the Contractor shalt be removed and replaced by the Contractor at no cost to the Owner, ROOTBALL Aslittle as one side of the tree may For One Side of Tree
barrier for root direction as
need Expected Tree Number of Feet of Optional Universal
_H Ll 10
there may be no hardscape else-�
\ � CKFILL MIX: Canopy at aturity Linear Barrier Barrier (UB} in
where requiring protection.. {
1 PART COMPOST (LB 12 or LB 16} number of Panels
3 PARTS NATIVE SOIL
Notes Linear Barriers (LB 12-2 and LB 12" 3.6m Diameter +2" 61 cm 14" 4.2m 7 Panels
s IV NQISTU BED SOIL 16-2) are packaged in " (61 cm) long 18' 5.5r Diameter +2" 61 d = 20" 6.1 m 10 Panels
panels with pre-attached flexible 24" 7.3m Diameter -F2" 61 cm 26" 7. m 13 Panels
NAN I X A joiners ready to pull out of the carton i
and install in one continuous line of up DeepRoot LB 12-2, LB 10-2 or UB 24-2
#�• C4to:
a
- a1Pp
R U D R 0
a I LB 12-2 0" 2 m per Carton
LB 18-2 2" 16 m per Carton
PEL C
NOT 1 - r TSCALESidewalk
Line can be separated at any two foot
interval.
Io
LAGSidewalk � " to,\3
t
IASi
HEM 12. Curb
DeepRoot LB 12.2, U3 15-2 or UB 24-2 Ground Locks
PLANTING PLAN H
TWIST TIES OR EQUAL-
STRAP IN FIGURE B-
1 /8 = 1 —0 ALLOW TREE TO MOVE
iN LIGHT BREEZE
LODGE POLE STAKES TO
EXTEND 24" MIN. INTO
UNDISTURBED SUBGRADE
ALL P TIG PRIVATELY MAINTAINED 12 12 CROWN BE 2"'
ABOVE ADJACENT GRADE
SEE PRIVATE SITE PLANSFR LANDSCAPE
OUTSIDE OF CITY ..
FINISH GRADE FiNiSH GRADE
,� .lil1.111.,11l���.l111_I
ROOTBALL
INSTALLATION
ROOTLLUL - i
DESCRIPTION F REVISION: DAT
. .
::.:. . .
• ���•' ' �• •`'•'• ... BACKFILL MIX:
APPROVED. i
AftUJ 0er all plantingand irrigation operations are
:. cru 1 PART COMPOST
complete, cover all exposed landscape areas with
BACKFILL I ::::::::::: ::::::....:::.:..
-p ::.:^::::.. . ,. ... .. : � ....... ...............^...,�• ..:. .. ................ .....::..^ PARTS NATIVE SOIL
m 1 PART COMPOST
e ua ..
.. ......... ...
..... ...... .. ...................... ..o.:.:.:...:.:.:.:.:.:.
.......... .... ...
....... .,....
....,.......,..,,.. ... ....................: ........,...:::.:
.
PROVIDE ROOTBBIERbY Recycled Wood C � 1 -7400)= or . TAMPED BACKFILL : . . FOR TREES PLANTED
RANCHO CUCAMONGA "
WITHIN
layer of shredded forest mulch as made 3 PAR NATIVESOIL
CIT 0 F
f OF P MIX
AVEQ AREA
:.......:..,:.... ...... :.....:................
woman
UNDISTURBED SOILUNQiSTUBEQ SAIL ..... .. ............
. ENTRY MONUMENT PLANTING
SOILEFTC .... .........
Till the following into all planting areas at a depth of THREE TIMES NOTE: ROUGHEN SIDES OF HOLE ENTRY ENT NEC Ti i STREET AND VINEYARD
NOTE: PUDDLE ANDS LE BEFORE BACKFILLING
inches. Quantities to be, applied per 1 000 sq. ft. iCE ORIGINAL BACKFILL PRIOR TO SETTING WDTH OF ROOTBALL DO NOT USE P TP 1C21�-001 54 T TABS R -;
cubic yards redwoodmulch with composted manure, ROOTBALL SHRUB, ROUGHEN SIDES OF HOLE
FERTILIZERS EXCEPT AS SPECIFIED
and 6 pounds of Best Super Turf 25-5-5 with Polon® HOLE
APPROVED BY: TEA
SHRUB i T'--"' EE I C I I .C.E. ®�
looms=
BENCHMARK OWNERS- A B
UNDERGROUND SERVICE AL RT NOT TO SCALE NOTTO SCALEDESIGNED RECOMME EO.
FORE BM NO. 1 ( FRANK LPML0
Phil May Landscape Architect
C3937est t.� CITY OF RANCHO COCA ONGA
(800) 227 2600 BRASS CAP .TCP C.B.C. . N 11826 South Circle Drive
DRAWN la C 91786 SHE
CURB RETURNVINEYARD AVE. Whittier Hills, CA 90601 M T_ 5 OF 6
EIGHTH STREET.
WORKINGTWO S BEFORE YOU i ELEV. 1112.563 714 � ®- CHECKEDPL DRAWING Land ale Architect ®ATE? -�15- DRA i
LA. LIC 214
I
FOOTHILLLVRm
RRIGATION NOTES
SCOPE OF WORK
"" V LVE ITN VE L It is the responsibility of the irrigation Contractor to familiarize hims if with alt grade differences, location of wall,
IDENTIFICATION EL retaining walls, structures and utilities, The Contractor shall repair o replace, at no additional cost to the owner, all ARRC RTE.
Items damaged by his work, The Contractor shall coordinate his work w th other contractors for the location and 9TH STREET 6J
1 "" A VE DE installation of pipe sleeves and laterals through walls, under roe way and paving, etc,
FINISH DE/TOP OF MULCH
2, The Contractor shall not willfully Install the Irrigation system as show on the drawings when it Is obvious in the field
\ --NIBCO GATE VALVE that unknown obstructions, grade ,differences, or differences In the area dimension exist that might not have been
LINE SIZE addressed in the design of the irrigation system, Such obstructions o diff erences shalt e brought to the attention of the
the Contractor shall assume full
IIII itPV LE ADAPTER Owner's authorized representative. In the event this notification Is not performed, 8TH STREET
1=7 �� responsibility for any necessary alterations to the work,
III Ia 6TH STREET
1/2 CU FT PEA GRAVEL 3, The Contractor shalt obtain, coordinate, and pay for any and at( InSPE ctions as required,
SCH 40 MAINLINE4TH STREET
iiecffffgLm Leon=
0� oz°��� 4° The Contractor shall be responsible and (!able for any encroachment € to adjacent property, R,O,W®'s easements setbacks
ii II or any other legal property restrictions either marked or unmarked,
10
5° The irrigation system design Is based on a minimum operation pressure of 80 PSI and a maximum flow demand of 15 GNi°
The Contractor shalt verify water pressure prior to construction" Report any difference between the water, pressure
a" a _ _ _ a indicatedon the drawings and the actual pressure regi at the irri anon point of connection to the Landscape 8th STREET VE_ _._. �.._ — _.. — ._ — � Architect,
NOT TO SCALE
NO SCALE
6. This design is diagrammatic, Alt piping, valves, etc,, shown within paved areas is for design clarification only and
shall be Installed In planting areas wherever possible. The Contractor shalt locate all valves in shrub or group cover _` GEND1
SIT-E
.
areas. IRRIGATION LE
"" C CLEARANCE
--�- 7, Trenching within the dripline of large existing trees shall be performedby hand, and with extreme care not to sever roots
®�\�\ VI 1--1/2' In diameter and larger, Where roots 1- 1/2' in diameter and Larger are encountered, the Contractor shall tunnel SYMBOLMFGEIS/ DESCRIPTION I `T.T.S
,�s�\�°� \ DITCH under said roots, Exposed roots that have been tunneled under shall be wrapped in wet burlapand kept moist while r
4a\'��\\ \\� the trench is open, '
4 VAN 1800 SERIES-SAM-PRS 29- t
AI I 4"" PCWP--UP VARIES 90 0 4 A v
\ \
r
. ° °
SLEEVES �3, All main in piping, Lateral kine piping, and control wires under suing s lk e "petalled en Schedule 40 PVC sleeves at
' a minimum depth of 1 , Sleeves shalt be installs before paving Is In lace. All sleeve sized shall e a minimum of
P P RAINBIRD ®R SERIES 1800-SAM-PRS VARIES 37- 30 6' A
twice the diameter of the pipe to be sleeved, Control wire sleeves shall be of sufficient size for the required number of 4 POP—UP 1.20
T PAVING wires under paving,
SERIES 1804-SAM-PRS
,
ALL IRRIGATION PRIVATELY MAINTAINED 9, Pipe sizes shall conform to those shown on the drawings, No substitutions of smatter pipe sizes shall bRAIN�IRD e permitted, but 4s� POP-UP 1�'� 52 30 8° A
\\�\ \\�\ \'��° 1 » e� substitutions of larger sizes may be approved, All damaged and rejected pipe shall be removed from the site at the time
EE PRIVATE SITE PLANS F IRRIGATIONS `•�°����\�'���\o,\��t����\ 4WMAX. of said rejection,
I AI i ,�VAN 1804-SAM-PRS VARIES 72-� 30 A
OUTSIDE F CI RIGHT F AY � POP�UP" VAR. ARS 170
10, All irrigation equipment not otherwise detailed or specified shall be Installed as per manufacturer's recommendations 10 SERIES 1804- -SAM-PRS "
NOTES: and specifications, RAINBIRD 4"" POP—UP 1/2 39 30 10 A
1 . ALL PVC IRRIGATION LEVES TO BE SCH 40 PIPE.
10 VAN 1804-SAM-PRS 75-- ,
. SLEEVES T E T LEAST T ICE THE LI I E. 1L Drip tubing shall be installed in parallel rows (wherever ossi le) 1 a art ap 4 below the finish grade, with RAIN i D "" VARIES 30 10 A
emitter spacing of adjacent rows staggered, Tubing shalt e firmty st ked In lace with U--staples at 5' on center C2'on 4 POP U VA . A C 2s60
MECHANICALLY3. TAMP T (TION• center around tight curves), In steeply sloped areas, Install tubing rows perpendicular to the direction of the slope,P Y P P 1402 RANID BUBBLER 1/2
SLEEVESInstall flus valves at the ends of rip tubing runs, and air/vacuum relief valves at the circuit's major high points Cas AI I D °" RISER FULL 0®5 0
@) Indicate on plans), Install flush valves and air relief valves In 6' valve boxes, Drip Irrigation tubing shall be connected
NO SCALE to Schedule 40 PVC supply and exhaust manifolds where Indicated on the plans, ANY
APPROVED Y®STRAINER- LINE SIZE
12. All remote control valves, gate valves, flush valves, and pressure rel of valves shall be installed In suitable valve boxes
FLUSH VALVE IN " VALVE BOX
as shown In details, complete with locking covers, ALL shalt be Carson, Amtec, or approved equal, and shall be marked NETAFIM MODEL # TL00 1
'G°V®' for gate valves, 'R,C,V,' for remote control valves, etc, Provide expansion cots at each wire connection in valve
24—INCH LINEAR LENGTH OF WIRE, box as per details. VAC RELIEF VALVE IN " VALVE DOX
COILEDN AFI MODEL # TLAVRV
ATE F NECTI
13, Instalk all backflow prevention devices an all piping between the pointof connection and the backflow reventer as per
tocal codes, Final location of the backflow preventer and automatic controller shall be approved by the Owner. p SENNINGER PR-30 PRESSURE REGULATOR- 1"
(1 OF )
14, 120 VAC electrical power source at controller location shall be provid d by others, The Contractor shall make the final ~'
I VALVE OX iTH _COVER: TC 9EX TOTAL CONTROL INDOOR CONTROLLER
EASEMENT 'AREA12-INCH SIZE-1 " VE A connection from the electrical source to the controller, IRRiTR L ALL CUNT IN GARAGE PER ER F
"
® FINISH ADE/TOP OF MULCH NOTE: RIGHT OF WAY PLANTINGANY APPROVES PVC SCHEDULE 40 SLEEVING
b 4 IRRIGATION _ (ATL ST ICE LINE SIZE)
OT CONTROL VALVE:
SE LEGEND ANY APPROVES PVC SCHEDULE 0 LATERAL LINE
SIZE AS INDICATED ON PLAN
a PVC SCH 80 NIPPLE (CLOSE) PVC SCHEDULE 40 AIN LINE
°
BRICK (1 F ANY APPROVED SIZE A INDICATED ON PLAN
LINE FLUSHING VALVE PRESSURECOMPENSATINGTECHUNE DRIPPER UNE
El PVC MAINLINE PIPE FULL CIRCLE L : ._. ANY APPROVED TLDL9--12.XX-EMIfiTERS 18" O.C. G'PH 40 }
/� • �►, \g • ® �' PLUMBED TO PVC OR POLY RAIN BIRD 1400
PVC SCH 40 MALEADAPTER
Techline STARTPLASTICADAPTER: RAIN I
700 ULTRA LO SERIES AUTOMATIC INLINE VALVE
\p •5 CU. . PE GRAVEL CONNECTION EL HARDIE SIZE AS INDICATED ON PLAN
C
• VC LATERAL PIPE
ALE APTE PLANTMATERIAL I CO GATE VALVE-LINE SIZE P
IDENTIFICATION EL: PVC OR POLY EHA T HEADER FINISH GRADE/TOP OFGRADE/T MULCH 825 Y REDUCED PRESSURE
• �`�� LABEL STAMPED ( iTH CONTROLLER AND STATIONFEDCO ANTISIPHO DEVICE- LINE SIZE E
EXAMPLE: PVC ORPOLY SUPPLY HEADER POP—UP U PAYSPRINKLER:
`' -� CONTROLLER VALVE 1 '/2 RAIN C I 1 O4VAVE NO.
Al CONT 1,/2- I CH ALE PT x •4 —I C �—
FOR CONTROLLER AND STATION NUMBERE PROJECTP //FROM REMOTE CONTROL
VALVE AR L C
SWINGL MODEL SBE-050
GPM
AREA PERIMETER
PIPE, 12—INCH LENGTH:
i Tehline TUBING TE L RAIN BIRDMODEL SP-100
VALVEI
' 1
/2—INCH MALE NPT
SPACE 1 APART I
PARALLEL L Sx .490-INCH BARB ELBOW:
I I L4 L
FiISH GRADE/TOP OF MULCH
VA UU LIEF V C 4 TEE ELL POP-UP Y SPRINKLER:
E(P CE9 HIGHEST POINT) iN I 1806
LVPVC LATERAL Pi NOZZLE—SAM
FINISH GRADE LATERALS
PVC SCH 80 NIPPLE
VALVE BOX SEE PEC 2"" T 4"" FROM EDGE (L REQUIRED)
SEE SPEC •
` � PVC SCH 40 ELL
LINE FLUSHING _ .
LVE TL M 1, � .� POLYETHYLBUBBLER ENE C 4 STREET ELL
POLYETHYLENE LATERAL LE
( R XH U T NEA R SCALE
TUBING iTN NO SCAP(L NIPPLEREQUIRED)
P CH 4 ST EET ELL
C
STAINLESS T L INSERT FALE PVC
LAMP
IC
( )
T Si ADAPiES RE PVC L-ATERAL PIPE
(THREE)
/ REDUCING BUSHING
PVC SCH 40 TEE OR ELL
/4"' GRAVEL SUMP MPT X , 1/2 FPT
(1 CUBIC FOOT)
(PLUMBED TO POLY)
LOCATE IN PLANTINGAREACONTROLL
ER -UP DETAIL
_,*.� SCREEN WITHTIN (A ' U�' ��
2
NO SCALE
" FEBCO BACKFLOWPREVENTPREVENTEF 120 V POWERSUPPLY
13/4 MODEL 825YA LINE BY OTHERS
APPROVEDOR AL
2 102
�` FI I N G A E L VALVE
"3 ROUNDd� AS Y-- T I
" VALVE OX 1 �" I /15O MESH DESCRIPTION OF REVISION: DATE: APPROVED,e:
1 /8
IRRIGATION PLAN 3/4�` AIR VACUUM
97= 1 0 RELI F VALVE F I GRA BASS NIPPLE
AN FITTINGS
3 U TI 1 SNIG 1 1,/4"" CH O PVC CONDUIT1` RANCHOC tTY 0 CUCAMONGA
4p" PVC C UPLING
Y
T ..•.•........
ONGTHREQUIRED
RISER
E
Join uu
�
ENTRY MONUMENT IRRIGATION PLAN
o o
FINISHICSUPPTS o
NEC 00
"FOOTING 1 ! -T1 I CH
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