HomeMy WebLinkAbout2403-Lr
I
101
I' IN LAWN
2" IN PLANT RED
6" OR 8"
SEE NOTE 2
T
Ell L[Ei i
CONCRETE HrADER - lf2"RADIUS
EXPOSED EDGES AND FINISH PER PLAN
(INSTALL AT GRADE LEVEL AT SWALE
CROSSINGS)
FINISH GRADE
#8 RE-BAR CONTINUOUS
(UNLESS 07F HERWISE INS TI RUCaTED)
NOTES:
1. PROVIDE SCORE JOINTS AT I W-011 OQ, AND 3fall EXPANSION jow7rs xr 2wv, ac.
2i V'WIDE CONCRETE HMER TO BE UM ONLY VMEN ADJACENT TO CITY�MAINTAINED
TURF.
3. CONCRETE TO BE 520-C-2600 MIK
4. HEADERS TO BE USED AS FDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDOE
TREATMENT TO ALL NON-HAROSCAFE LIMITS OF WORK, AND BETWEEN ALLTURF AND
GWUNDCOVER AREAS.
CASE i
MORTAR EVEN WITH FLATSIDEUP
CURB OURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE
COBBLESTONE SIDEWALK
2%
3"MINIMUMCONCRETESSO
UNDERNEATH COBBLESTONE
CASE 2
BOULDER PER STD 542-A
(=ATE MR 3" MIN. $0IL DEPTH AT
EDGEOFOOSSLE
COBBLESTONE
3a1*"MINIMUM
CONCREMSED
CASES
2" MAX, MORTARED STONE SWALE
DEPTH
4#
4" CONCRETE BED CONCRETE CURB
COO13USTONS BENEATH COWL9 wm9AR
7 MIN, 14'MAX, RAO,
CURB 4 GUTTER
r- SPOOMOWCURS
SEE DETAIL FOR
END CONDITION
PER CITY WD. sm
PCO MOW CURT
ER CITY STD 04
UNDISTURBED NATIVE BOIL
BOULDER SIZE AND
LOCATION PER PLAN
i?2'RADIUS
�/ �'l `�� //I-
NOTES:
1. BOULDER PER CONSTRUCTION PLAN, RECESSATLEAST 113 OF 11OULVERSIDEPTH I= SU"RADEAS
SHOWN. PLACE BEFORE IFORMING CONCRETE PAVING. LANDSCAPE ARCHITECT To APPROVE
BOULDERS AND SPOT LOOKnON9 PRIOR TO INSTALLATION.
2. IfZ POLY-FOAM EXPANSION JOINT AT EDGE OF FA%ANQ ABUTTING BOULDERS.
3, ADJACENT CONORM PAVING P CURED ARCUND BOULDER, SEE CONSTRUCTION PLAN.
4. WA COMPACTED SUMPACE.
STANDARD PLAN
BOULDER PLACEMENT
542-A
';ATE FUSE WITH STANDARD SPECtFICATONS FOR PUBLIC woRKscoNsTRmmoN SHEET I or I
0
EXISTING
HOA
PROJECT SHEET NO.
OF
m
rP l TF
rem NO
EXISTING STREET LIGHT
EXISTING
HOA
1p:l
J00
W
ON I oi WE w0l,"'!
... ......
SUN
DMOPRAN
533
........ ... . . . ... ..
Pectf CAM, PWIJOWOR N
09twTHS NbAkt)t N T R co
sH89T i OP 1
CHL
N.T.S.
2#-3#
CAL
SEC TION � NO S! E
PER11METER LATERALS
0 TO 40 FROM DGE
ON RI
-E
(PR!oVIt`z` D)
0-40
N 0 4
T E,
1. REQUIRED FOR EACH SYSTEM, INSTALL PER MANUFACTURER'S REGOR ENDATIONS,
0
SH�
N.T.S.
1.
FINISH GRADE.
10.
M 4 ,NUAL FLUSH VALVE
12.
CONTROL WT,'R,,E 8 WITH 3r SERVI COIL
11.
P01
PLU'MBED TO PVIC OR ;L
Tech(ine START
AND WATERPROOF WRE CONNECTIONS,
DBYOREQIJAL.
12 .
PVC ALE ADAPTR
SCH 40' M E
GNN, C T 101
13.
SCH140, PVC BALL V ALVE
MALE ADAPTER
PVC 01' POLY EXHAUST HEADER
R
14.
SCH40,PVC CLOSE' NIPPLE ft
4.
p VC GR POLY SUPPLY HEADEI:
16.
PEAGWELSUMP, MINIMUM 16' DEEP.
Techt "TART
CONNECTIO:
16
BRICK SUPPORTS:(4 COMMON' BRICKS
SEE Dt-, 4 OF 4
UAIL
a
6.
REM: NTROL
CO:
17.
LATEML LINE T-0 DRIP SYSTEM.
7.
CONTROL NAM TO CORMOLLER,
VALVE WITH DISC
PVC MAINLINE FITTING. (18, DEE P)
FILTER AND PRV
INLmLINE VALE EP R IRR* [ON! PLAN
ARE-A PERIMETER
PER11METER LATERALS
0 TO 40 FROM DGE
ON RI
-E
(PR!oVIt`z` D)
0-40
N 0 4
T E,
1. REQUIRED FOR EACH SYSTEM, INSTALL PER MANUFACTURER'S REGOR ENDATIONS,
0
SH�
N.T.S.
1.
FINISH GRADE.
10.
NETWIM FIMR
12.
CONTROL WT,'R,,E 8 WITH 3r SERVI COIL
11.
NETAFIM PRESWRE REGULATOIR
AND WATERPROOF WRE CONNECTIONS,
DBYOREQIJAL.
12 .
PVC ALE ADAPTR
SCH 40' M E
R T
ECTANGULAR PLASMVALVE BOX. HEA
13.
SCH140, PVC BALL V ALVE
WND 8 TION, NUMBIERON ID IN THIGH
CHARACTERS.
14.
SCH40,PVC CLOSE' NIPPLE ft
4.
PVC MA I ER ECIFI
SPCATIONS
16.
PEAGWELSUMP, MINIMUM 16' DEEP.
(LE N GTH AS REWIRED).
16
BRICK SUPPORTS:(4 COMMON' BRICKS
Pvc ELL (SxS),
REQUIRE, D),
6.
NAATIVE SOIL PER SPECIFICATIONS.
17.
LATEML LINE T-0 DRIP SYSTEM.
7.
CONTROL NAM TO CORMOLLER,
PVC MAINLINE FITTING. (18, DEE P)
1,9.
INLmLINE VALE EP R IRR* [ON! PLAN
DE5 [PTION OP V
i�c
C�IITY OF R�A
�Y4
3oss APPROVED B -
CITY ENGINEER
...... . . ....
n
D IGN
ES
v v
DRAWN r
41
low
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Vv� or
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L; ECKE D_
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11 I fn - - ii - : All lines s, : - : ave a mi, imum cearancc%e of six �
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iii J ,O �') i ii h I b ,iffe, rent color w" a for E. r L; re Clear � I esfra each other and f
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I with direct buriar copper wire AVVG-U. F, 6i 0 volt. P lot w res s al 1 e a d � I an hall h ,(6) inch M .
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each auto-mat ,controller Commonwiress,hia-11, e white with a diff4rentr ,,, � - e sh 11 not e
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.ro, ,r � � ! I :_ i I 11 'We it , in-1 es- ; ,i ee� : inclos , e� .
! � �- 1� thn viewe manu I � 11firc I w' i � I I ,ur I .
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i automartic cont Re, . Ins itall, in acc Manic- tu'rer's sped natJoins and F Automatic Controller. Install, in s, a , S st Ve
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in . In - o cas haj , - I e 8: hal #14. 1
cha , e s; � r I w re s'z be � es i re Wring fo Au mat',ic CoM liers:
I - G- � Hig Volt,ag r t t I
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In �h I 011C, c7ur the same! trench '- 11 esiamel as : vott power connection to the: auto afi- con, rolier; shal: b e� by the irri� ia n . 1
2. Wrii g s al I Py and! shal" be install d along th I route 1 .. i: 20:
1 1i S -1 � I . . � . .
supply or latera, In, S : where�ver possibl,e. . . a, tra tor. � I I
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3. Where more than one (1) w, re, Ispac. in a tren, 'h�, the wirl'i ,g sh al I be, ta ed togetherart
, P11 2. All etectrical work t I
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; intervals lof tenr (110); feet. � jurisdiction. . . . �
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4. An expainisloni cufl: si all b, e provid d: withl ach wire connection. Eva, - " H. Remote Control Vaiv, & Install wherre showni on dr -an, � detals. "Aithe r
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I I I tfft ien � �� � i �� ch ,e
clutl shali � off a su c" � t leingth t ea - s, li-ce conn otiont at e, h e4eic
� � - t, icail control so that in V I I Inst C �wo z 1, � . I
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ir It - 1v i I ,-d o' vai ve boxtonp wi th exte: i int.
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ase I � � ""the vall-viebonnet me bi b: ,u,gibt to thi su'rfac e wit', i rut id 1 t ,e con rol n I I I
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c : of rapair, , I ct i g valve box. Each !via,,-, e n u ber shall be st, nc� lie r pa
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wires. Co ntral w, res shait"I be , d loo-se y in tren h wi, ho stress or s1tretching of contro wlre . I s � .
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niductors-, - I ___ - i :: :� I i _ i ' I . .
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. - I—- - � In Z% , er � i 6 a�� ,n p: ace an c n nected al I ne* ci�,s,sary diverisr on . .
I # I 1 . Aftler all : �ew spllninik� i', p Jp- 1 e- lines ainild nsers, re ii, 11: d o I I I I I . I
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5. All spolice's sh It be-made, wlt,h Scotch�Lok #357 Connector Sealing Packs, Rain Bird Sna T1 I � :
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I . w,,o,,,r,k has- been completed, and prior to ini ta-,11abon of spninkler heads, the ooritrol valves, s af bie� � I I . . �
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wire: co ,nect!ko-ror�.pp�rolv�e'de,q�u,a,i. U:,,s,e,!on�es�p)lt,,�cepe:rconne,,c,,,t�,,,-o�irs,,ea,l�ini,g:pack. � - - I I .. . - 11
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01P Id full, head of water used to flush out the system, .1 11
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i 6. Field s-plicesbeihWeen the a- tornat"c controller and elleWicalicoi lye will not bi a, lown ed : � i . � � I .
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P �i � i i Sh � e t I d onlvt a een a com ,- hed to the
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� - � 2. S rinkler heads I all b n,s,ta-1r;t fter fl,u � hinirg of .the syst rn has b I - . I
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i * , prnor approVal �
i Without I of thea Architect. I .
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K. Au:toirnatic Cont,roilf rs', � I- I I . I . . . . I i
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� : J. Sprinkler He d . I : .
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1 . Automatic co,,n-trolew's- shall, be of size and type, shown on the 1 11ans. : I I . � � .
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- I , i in te : raw r ea n I � I -
� -_ ,n k ,r 1 - - -g a don the d is, to be i: sta d n thils
I It _ � , 1 , 1, stall the, sp,rin' le, heads as ders � � I Jng.,,s, Sprinkle h d s � 1� i . I I � I � I
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: Z Mna) facation o autolms , on roJeirs, shall be aipp� ed by the Owner", a: th - I - . I I I I I I
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I work shall be equilvalent )in a cts, to those Iterntz, ed. - I
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k I i � , � : � , 4icated on the d ir ings. I
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� � 2, Spacing io he,,,ads shail not ;exceed the m. xr,imu, m, ind , __ � I � I
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ri r, rts the 1'2 J, ,c , i I i I I 1
3. U, iess ,other wiis e noted o'n ,the 0 vo: elec rical p ti ontroiler
I I a -, - th ,rn , c I I irn: re b I I : � � I �
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I . - I I I the spacing exceed the maximur recommend d: y the manuffacturer., " . I � �
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I location to'be Nrniahiedby o-thers. The fitina thea, 1 hdok up sh 11 be the res por � ib; flty of the - I
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f . # . I— I 1 3.04 TEMPORARY REPAIRS, The Owner rese rves thl e.- right to m, ke tempoirary repairls as nece sa to . . I . I
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� irrigati: n Contractor. I I ! , . I I I .
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. : n operat j jr I i r . - � this right by the Owner � : I
, y I I 'i � !of
� _ I I � . � � i , I - tion . The ex ' I
� I : keep' the Winkler System equip1minti ing c ndl el clsa . . I . . I I � I
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! L. Etectrical:Control' Var i , : , . I .
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al ' ; � - " ,r , , �, - he
� - - :, 1 v ,,he - c -:Of his respio� -1 Jes , , te r rn,,� -9, of thr e as ,rel � I .
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- I � sh � �fl not re ie; - e t � Contra tor ns"Wifit - undt the e giiarrante . I
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! V , I : i I ns, I
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: nl� I 11 I , I L 41: e as shown 0 - r I I I I I
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: 1 . Xlefecit Ile controf valves, she'll b n pta, - - I . � I
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ril al av - ama, ual: flow-, ad tistment, I
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: 2. Allielect c corttroi valves sh, I h4 e - n : - J I
I ,e P Ssa I I I � .
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I � : 1 3. 05 EXISTING TREE$', � � WNhh, e, r it:! s � ry to excavate a , cenit to extsting trees t' e, C-Ontra,00 shall , I I �
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I I I I iots. Ex a tion in I : I
, i : I d in-ury to: tre,eis ai d tree ro cav, , - - - i areals where tw,,- �o
I � ': � � � : �
id , n", r each electricalcontriol valve,
. 1 Prov' e and Inist-aell one coz trol box f6 :use all pos,sib-le care: to*vo ,y in ; (2) inch and
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M. Contr6l Valve Box, s, I I i ; h S . r,g, r I J Ire I
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�- - . 11 rger roots occurr sha-11 be donebyh'and., A114 root's twoo (2!) Iniche and la, e ',n di"Arnetter, except dt ,,,,-, t I y . . I � I � I I I
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i q it ,pe or c, - � r - I , sh �' I 1 e tun , Jed under and shal be he � I . � . I I
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11 I i i 1- _ �% I Wes : ,2 � - - al � I _,ai ily wrapped with buirlap. tc) I
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1 . Use 1, 0 x 10-114"' tound box: for all gate" valves. C rson induis I #`910-11 B with green b- rift-
it �i � " § , & . I : . :n th: pa, h of p � on'duift �� �b ne, V ' ' . .1 1. . I
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ow : e or ap,pro : I I in � � i ,11mr-um sit e, Z I � I .
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id n: co ved equ 1. Eixtenslo sl eye shat I e PVC *ii, 6- min Prevent scarring or ex esselvie d- , ng. Where a ditch nq mmvachin, er Is run close to tre having ro I I
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9 X 11, I ro, n i i I : �- �- � r - I I . . I
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� In SM. I : ,,2: il� ,c a in- d'- -, oter th, I 11 - I � I I ;t me'd I
. iw o (2) 'in- hi s I : 1 I an'le, e wS, i of the trensch adj, r it to the tree shal, be hand trfM
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� __ 16 ect �q urlar bo for a I e� e rical: cr n,'t valyes. Cars_- � : du) tri , -fler, t,h ,n t 2� iacen I � I �
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1 Use 9 millZ X 1� " X 1 V ri ot 0 S te s . a I � I . . I
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� :; I - ,rger in ;m 2te : be painted wrth two coats
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1 , All s, rinkler headis, sh-811 be Of t; -, M - s, : and sh 11 d- + verr th- - ate of precipi t n ? �
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with the, 11ameter(or radiucts) of throw, I re, and' d sehar, e as, s can, 'ais. . I �
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2 � Spray:he ads shall: h-ave ascrew a4,lustrnent. � I I . I
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1 3, Riser units shall ::be bricaited: in accordanr 1 with th ,i ! eitai is, � own on the plans. I . The Contractor sh � _. s, rinkler he, s for : t; mu, arform, ance and to I �
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5, All sprinkler breads of the sarne type sh-all be o the siam.w,e rnanufactufet.i . � I I
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� 1 3. Low-wer ng rathsedsprinikler he,84,s by �
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3. EXECUT110N - . .. I
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A � Site Conditions, . I
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1 . AII scaled d1imerissions are apiproxii h Contractor shall Chi ck a d verify at s,,,:
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dim, e, ns' ! re" ve ArcMtecrs app� a prior to proceeding with work u ilder this section, B. Testing
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2. Exerlc- i -- - treirnie t e-, x, - tj, 1 nIg � - d working near x, s g utrifities. , -on r ctor sh, 11: e . I I I
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respons I r I Ui ities which re ca, se d � ;I . �
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existing � utfoill'ty locati -- - 2, Tes,,,t a �_-, , s, i u- � � re in �s under hydr, ostatic pressuire of 1: 50: paun d' r squa� ch and Prove
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- trac tor shal' 1, carefuIlly i ht ck � i -1-1 I i . square in,ch and: proved wateirtigr t p, ior to p i -
4. The Con I al f g! es to wisIfy,himself that he- 1 ay safely proceed I , * : ' - t ; - ', . I
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nr is �,, n t : ess trhan two 2) hour p laice 101:
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before st-artting: work onthe sprin-killer irrigation, systern. I I . 4. S - t -' - ressuir, in , e fo ,o : $ . . I I . I
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lip I ;h,, � e U Ints of connection asinr icated Architect to determine if the water coveragr for : lantiing are, _`1 I Is C, 7 I 17 I -
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2, Connectiorts. shal � be--: imal e at a i iatelocafttions as, shown on th I �
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8. Upol cornpletion of eac . ph,a er a-f work, the en I - - sysittem sh, It be t6st-ed 81 d adjusted to meet .
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2. Conn eefions shall be made at ap , ate lociat' as shown on draw, , 's. Go tractor is . � I : ,
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3.03 INSTALLATION � 10; i , f work progresse . Re , dirt sh, 11 , �
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I . Dig, trenches straight and siiupra pipe f trench. Lay prilpe to an even susta,[ Ted oi the work ofothers- sha I be repl&red toodigin-a: cond J ins,
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PP "I C tl hil a, I , -,,a,,,,, C- : yst e m In Its en, final obse atioin � �
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3. Provide f r M) i ' I the Are- hitect. �
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4� Providefor a minjMU'm� Co er Of'tWlel ' (1 L) 'nchels fbir all: late ral 1j, � 'S 01 , ct I
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5, Pwide for een (18) in charts-, record drawini .,,,,,a and equi, - -ent as required before finina � Ins i ,n 1
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A. ontractor sha, Mb - f i t � Arc J,
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I sia 00 I ,e - ,-:,% - I roved rnatteriallsl ,r ,e rt :r - :
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loam, sandy clay, , an 1 Ir oth , , $ free from 14 g, clod,_ of ea h oi stoines. ,rl e.re, - - 1. -ar I I
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Backfill shal"Fibal rneichanically compacted lands-ca-pedai was to a: ry del 's., ty equal to adjace t I
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undistuirbied J1 'nprIanting ar � i . Backff I wit : nforrn to adjacent grades without dips, sunken � a I - I :
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i t *al b, c',kifill will b , in � a ty placed 1 n ial 1i nes. No forerigin m� ter ,larger than "
2. A fi; e granu ar I - I I i e it: � . a, 1, : 1, S r 1, .
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1, I - ize wi an permitted in the initial, b� ckfill, I
one-half (1/21 )"inch, in s-,':-- 414 1b' - - -' I I I I . I I
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3. F1 odin of tre ches will be p- rmitted on y with --tp- � roval of th e. Architect, �
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4. If settlement oCr a4fustrn nits, in pipe valves, sp 'nkler heads lawn or
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� : Jan1ing, or other c n's ��, qu i� 'red adfustment, . I ; ) , 2 ai, lu . I i
PLI siary the Coni ract r shall make all re �- - �
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Without cost it le er. : . . I . :1 �
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C. Tren hing and Biaekfill Under Pa,vinr - . %-
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el I tedunder area's where p a,10 - al',,t con cre! or cancrelle , jItil be in stall � � I
1 . Trench 18 ocs I I �; 1: � ie i d ! 1
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� ,In th� event the C ,nt i , ca"I's for a
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I I eyersix i inche ss below the Pe andith -e (3) inches above, , . � � 1.
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shat, be. backfittled with sand (ar I � 1�r � � - -1 . - _,� - � . �
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devices. Treincthes for piping shall, be compaictedto equal the colM I` ctl nof the, exisltinigl. I ,i
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R and shail bir left in a firm ,, '': i Y-, el i n 0 d'tio, ,. All trenchess,4 I be I I :
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left flus' � wit theadjidnriing grade, The spin , ) ir igation Contract-oi shiiall set the place, ca-p and
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2 ,, Generally p 1, ': one by jacking : oring a hydr �u i d iving but, where : �
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any cuttin'gi o Wing of st, ,ewa ks a d OL I ! � I
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by the Contractor as a part of the contract, Cost. 1 e � missibin to cut or break side tks- andfor
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2 � 11 stall :N' , rnultil - I - , -- - � If s i, i plasic ws. Prov, de each sisse, S , le -
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3. Instai al' ass ,m bi r � s spec"' ed he� e'n " 'th: rei , roe. 'Ictive detail. In the abser ceof - I - li_ - ' I N S i:
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_ ecifit Rems - i -1 to com- Jete w, ork. perform � Z I � : I I -1 � -
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ip I SCALE* NOTED: ROW 2015 00371 1, I I lr'��
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suich workin accorddainice w i ith best st nda - d practIce with, pri, appr a i of z � e Archrit ea - : I - : J"'k, F, �;."��,,`,,A , ';�7'
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4- PVC P1, e IiB i 0 , ,d , P I
d fitting shall e t �, fily o1sture be,fore installartion, Iffil, �' A� �e�m_,_".�,,_#T*"* , "I" Al__
b roug - cleaner f dirt drust aa-n; rn � . . I FfU'0303S ", I -, , _, ,
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Instal"19tion and sailivent welding methods shall be as recornme ded by t � i e ind f1t,ttni : - . : Cir EN �IL: :EER ,�077 -_ S*�, I 0
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�5. On PVC to me.--,,t I conniectionv th 0-ontractol sh aff w r: the, m ta conni C,tjo; L�S fi t, , ,
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of approvmd equaIi sharf-, bi � used an a I th eadled PV to P a, � on alltbreaded PVC, to metal 14Q, � i
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