HomeMy WebLinkAbout1465-L l
BENCH "ARK NO . 9t-BAT THE
. NWC OF HAVEN AVENLE AND
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t .8' ?4 59" 2-7 00 3? ?4 /6 --
21
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2' d8. 24 b9" 5A o0' 89 50
ADDISON STREET - ��__ CITY
3', N 70'¢9' 7"w ?247' DESCRIPTION OF RE VISION DATE ,tppRovE
�i . , 43'?s'w 57C/ CONSTRUCTION NOTES:
`b:- 18. 30 Se" -/0200 3296' /G r.5' (ki--
w wS 10000 3635' r/gae a-- CONSTRi1CT 3 A.C. OVER 4 A.B. CITY OF RANCHO CUCAMONGA
+� ,�/6 00' 36, 94 /6 48"
O u � � � " 2�--- CONSTRUCT 8 CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303.
4-1 i �II U V 41 a qc' oo' oo goo' /2 &7' w
V vi ; �� �� °�1�� �� q', N o'39 4s'E q.00' ,SuNrM,4�y . CONSTRUCT SIDEWALK [ u 4 l PER CITY STD. DUG. N0. 310. STREET TREES LOCATION PLAN
`} Z �' �''%� e:� 1 -3's2' 2c' 78? 00' 9830' ?q /c' c3o �N/ 5/ZC �L rr (;�--- CONSTRUCT COhtPtERCIAL DRIVE APPROACH [ u PER PLAN ) PER CITY ADD I SON STREET
- �1� �3' .3� 2r" goo oo' q9 4i' ?4 1% 5 G 5 ,yiN 7 Efl. STD. DWG. NO. 306 )
--- - 1--- __._ ._ tk# 5 I.Alvr- /V'RrC� -1k/M,-to / 6AL (FROM STA 5.64 44 TO STA 6+8fi.94
-- - - / G L M/N /O EA
-- -- - _- __ - - fi _ _ ___7 GRAPEVINE STREET
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.E�.'y'' i Pin/U5 CAAJARy /scan/ 5a — CONSTRUCT DRIVE APPROACH ( W 16 X-3' . UNLESS OTHERWISE ff ROIM ADD I SON S OUNI A N V E41 DR.)
5,pt�,ya-� I �� 1 0/• 40 37" R q J- 23 94 // 91 PC GAN /60/5/5 /LVE 'r A SHOWN l PER CITY STD. DWG. NO. 305. TRACT N 0 14407 - 1
— -- - - -- --- - t 4 02.5A,-W 800 00 4, 5? 20 7' •
— —- - - - ---�1--
i - — GON5rRUCT/ON NOrSS CaVT1Nt/eO.• 6�-- CONSTRUCT CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502
78?00' 40 64' ?o 32 ( W 1 V PER PLAN ) .
411161�r C411" APPROVED 8Y
/G /M51ALL /5 GAL. M/n//?HUS L•�INC�A bT/?EEr jREES
!6u'TC� Z� N Q a^ ►�i .�o � 9 0 2 : 1 d8 4/ 57" goo' 2 3A d2' rEl� SrD. 60/ AND NOTES HE,�EOA/.
p��FESS/p 7 �oNS'• 4 I.0 Q 0 '°k'+aKw1+r va,'A Ae. s -6 , w �N CA&_4 � //V ET CITY ENGINEER R.0 E NO 24J53
3/' /A'¢D" A a'' 4 37 2 24' ` PER OerA'. --VV bNFE T No
/7 /NSrALL /SGAL• MSN. rinniS CA/VAfflleA/,9/S Sr?TEeT 4� �I.TO# E 51G•v ADOIE AND ASSOCIATES INC. E %-,A[%'E ,
c 1 30 00 0o TREES PER STO- GO/ AA/O NOTES HEREON. tv e�
� t�, 'p d� �_� w w OF THE tMLAN4 EMPIRE
' g o ` 8-- CONSTRUCT LOCAL DEPRESSION CASE C PER CITY STD. DUG. NO. 518 `'
b"cuSn f Gu J t qo• oc' ars• 8 ar7' /?s7 goo' --- ---- ---
!rEoc*,c�
10, 00 J0" 3S a0 54 9C' 35 oc' >
No. T�,.a�T�j�+ r, c°"s:►Du DPA "nyc
_ Ewl �— RE►�CVE EX/✓� NG SiIQR,G�1C. DRAKti 5►1FET
�T `J wem cnn sv..� sw".roi
CURB TRANSITION DETAIL 1 9?• .6 59" 3s « 54 31 3b 42' * * �,'
"W 40 C UCi Wr W,4 CJI 91770
10 INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. BY SOUTHERN -- - - °"A"F 4'9"9"4 31 - - �f
;� ��' .10� �;" � 'n? Oa' 7 P� A 9? ' �f C�Y�� V� FAX.ra'9aea�e4 --
/ CALIFORNIA EDISON. PAID AND COORDINATED BY THE DEVELOPER. ..E "E - AL
TN 7'/g'36"E NCE t+^Q3s9' OF GA��F ��� 1�d/ ��7Jr L
�//b'o5'97"E 6/G9
4 9
DEVELOPER/OWNER
BENCH MARK
BENCH MARK NO.96-B
AT THE NWC OF HAVEN AVE. &
19TH ST.,44 FT.W.T_HAVEN &
83 FT. N.V,-19TH ST., SET DRIVE
ARCHITECTURAL
PIN W/C.S.TAG IN TOP AT THE
PLANS
E. END OF A HEAD WALL FOR
3-24" CMP--ELEV. 1430.686
09
TERRA VISTA.. a -
WIS
0 -
_ S
TRACT 14407= 1
LOT ASOUTHERNCALIFORNIAC
PROJECT MANAGER • TONS DELLAQUILA
1 15 6 N . MOUNTAIN AVE./P.O.BOX 670.
LANDSCAPE MAINTENANCE DISTRICT NO, 4 UPLAND, OA 91785 714/985 0971
VICINITY MAP GENERAL NOTES SHEET INDEX
1. These notes shall be used in conjunction with the pians and any discrepancies shall be Drought to the DESCRIPTION MCR I P TION
attention of the Landscape Architect and City Engineer.
2. An Encroachment Permit shall be obtained from the City Engineer prior to commencing any work. 1 COVER SHEET
` _. � •�,�f..rv(_ ,� 3. Al; s Co aha„ be performed according to current City Standards and the Standard Specificat+ons for Public 2 IRRIGATION/ TREE/ SHRUB PLANS
Z�
Works Construction.
4. This work shall be installed by a licensed contractor who shall carry workman's commpensation, public 3 IRRIGATION DETAILS
liability, and prFverty damage insurance as required by law.
.• S. Check for existing utility locations, prior to excavation work. Notify Dig Alert at 1-1,00-422-4133. A 4 IRRIGATION SPECIFICATIONS
1�• - permit to excavate may be required. Exercise caution In excavating and working near existing utilities.
Contr'aLtor shall be responsible for damages to utilities which are c,lused by his operations or neglect.
.R�Eo 5 SPECIFICATIONS
CHAFFEY 6. At the conclusion of rough grading, an agronomic soils report shall be furnished to the City inspector, and
REGIONAL
PARK RANCHO CUCAMONGA CITY LIMIT all such recommlendations from thi S report shall supercede soils amendment recommendations shown On the plans.
1,. COLL(Ci I r•• •• ..+•• •• 7. Mall footings and reinforcing shall not be located within the right-of-way, unless dela/led construction and
• 6AM1'UI 57 '
structural calculations have been approved by the City Engineer. At the top of slopes a imo foot wide flat
\ ! shelf shall run along the base of walls.
�� _ e
,...,..,....I .. »_..__. 8. Upon completion of installation, an establishment period shall camnMce, and upon written vertflcation from
PROPOSED------------
FOOTHILL ---- - the inspector that establtshalent 1s accomplished, an adequat! mainnenance period (typically 180 days) shall
4 aT � FREEWAY / Comence. Said maintenance shall conclude only after verification of leaf-out, fall Color, flower Color,
\; nveratl plant health, and with Council acceptance of the improvemrnts. Maintenance shall include wowing,
.ASE LNF RoAo \ ween i ng, irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such
sprays as are necessary for proper Care and up-keep. Maintenance also includes all repairs, replacement,
cleaning and Wusting necessary to keep the irrigation system in good working order with proper coverage,
required prior to final acceptance of the work by the City. ,
�OJECT SITE Icci FONTANA �'r•
9. Application of any chemicals shall be by State licensed personnel . All pesticide applications require P.C.A.
FOOTHILL BLVD t '�
o POOTISL 60,xFM11D recon9nendation.
UPLAND10. Caisense puipmlent shall De installed under •the direction of a Calsense represenUtive, phone numbe•
I A„„o,,,Rom 458-4129 and approved by City Inspector.
.ra.soN .orex••s.»TA Ff ` 11. One controller chart shall be provided for each controller. Controller chart shall be the emximmam size the
controller door will allow and shall show the area covered by the autowacic controller. The chart is to be a
.� I W I •• reduced drawing of the actual as-built system. However, in the event the controller sequence is Rot legible
4 I when the drawing is reduced, it shall be enlarged to a size that 4111 be readable when reduced. The chart
shall be a blackline print, and a different color shall be used to shot the area of coverage of each
station. When completed and approved by the Public Works Inspector, the chart Shall be herwktically sealed
W between We pieces of plastic, each iece Dein a minimum of 20 mils• thick. The chart shall be mounted
o w+ �"""R►•oA• HLAF using Velcro or approved equal type of tape. These charts must be completed and in place prior to final
�\ accepunce of wmirit by the City.
CmKTAAtO " • mowstri s shall De provided between all shrub/ground corer areas and turf areas.
concrete' , 12. 8 wide x 6 deep c o i maintained areas are adjacent
6" x 6" mowstrl s shall also be provided beneath metal fencing Ina where City
D
ONTARIO
INTERNATIONAL LO privately maintained areas.
AIRPORT -+
- 13. Sidewalk layout is conceptual only. , Approval of the final sidewalk layout shalt be wade 1n the field and
adjusted as necessary to meet field conditions as approved bt the Public Works Inspector and project Planner
prior to final construction.
MAINTENANCE 14. Equestrian fences shall be located per the following Criteria:
NCE RESPONSIBILITY MAP
CONSULTANT
• Fence shall end 10' back from the B.C.R. or per recommendations of Traffic Section. S
• Fence shall end 2' to either side of any fire hydrant or utile y enclosures.
• Fence shall end 1' to either side of any street 11gkt or utility pole. MADOLE AND ASSOCIATES, INC.
t driveways s with tranverse medium broom finish on • F ,
• Fence on :treat side :hall end 5 to either s de o y . 0 SAN BERNaRDINO COUNTY
concrete surfaces rithin trail .
CONSULTING CIVIL ENGINEERING
Additional fence setbacks from intersections me;' he required by the Traffic Sectio. � AND LAND PLANNING
CONSTRUCTION NOTES FOR STREET TREES: 10601 CHURCH ST. , 10
ALL STREET TREES ARE TO BE PLANTED IN ACCORDENCE WITH CITY r RANCHO CUCAMaNGA, CA. 91730
STANDARD PLAN NO. 510. ' PH. ( 7 14) 948-1311
BASE LINE Rtll,D
SITE LOCATION ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY
1• ,';, ,_tt-- .�, STANDARD PLAN NOS.502 AND 505,AS PROXIMITY TO HARDSCAPE T A 1.TD �O�V�1^RN, LTD.TD
TRACT NO. 14407-1 DICTATES. j1�J 1 VL.Gi�I V 1..1 7✓
I Lands cape Architecture/Planninq
.T✓b (rI ;.;-- -� LOT A PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS
>lr>>
.;�� ^ I; REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.ANY UNUSUAL 1750 East Deere Avenue
3 � �•'4_-3, ':�',: VWNHO 1 TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL �+ KEN OKAMOTO 8m: ASSOCIATES, INC.
'` - " I AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR. Santa Ana, CA 92705 IMCPATi0N CONSUITAM
/ 3j%� "i •r .�,�s. STRUCTURAL ENGINEERS
,��'�-_/./�� /� Mf WT FMPTN f
(714) 250-4822 Fax(714) 752 2469 •« T�
r ,,• -ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY 14061 YORIIA STREET,SUITE 105 • TUSTIN.CALIFORNIA 22660 • (714)06-4460 iAXTA AMA CA.Lrop aIA *MI
L ` �t I THE ENGINEERING DIVISION. di4) ssa—!sa
1 :x., 11:
�ltr I�. ,- ,, ;_ _,til,, �, ��� ��� ► y -STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS
V ( y� v I�S ONLY.
i
T }
M v° •� - LANDSCAPE QUANTITIES
r
• I• a �
TERI? -A ENT
*�' ''Y'RACT 13304',
Sm� . � V"
TRACT,, 14401," LOT ..A.. _ TRACT 14407
L'
J. �ar r A9. ACRES �.-
>r �� l I
:r ,T?i�. .,_ � - , ,� .. �•�- 6.49 D.U./AC. 1 .p ACRES
r• �, { =�,,� ,, r , y.}•y., \ . V TOTAL ACRES .041 ACRES
,8' 7 D /AE; CITY
.1 DESCRIPTION OF REVISION TE
0 0S
.; ,, -� T\ MEMO
TOTAL SQ. FT. MAINTAINED AREAS K95 SQ. FT. r
;T: a� � — CITY 0 RANCHO CUCAMONGA
O O
t l Iar r .,. TOTAL TREES 2 15 GALLON 1
.f TERRA VISTA
G �jis� �IVI' "+S1„ �L � .Y� 6UPANI P I C 0 S E"" TRACT 14407 - 1
O S S ANA ARDI DE mono ,
LOT A
=� �r�f' '� `'` i � �tsr�`� T';�' , '. �.T_ :s ;.�� .' � �� TOTAL 5 GAL. SHRUBS I�Z U I�
I' x r ..�,f�s-• _ l++e.f-_.�,.r' ' O R T
><
-� MOVI�' A '� r� �r 1� �o - 20 COVER
� y• .o� TOTAL SQ. FT. _ _ 3 SQ. FT.
tir� Ts I , 9 LEWIS_HOMES
3,9 ACRES,r• I",:��,� SQ. FT. NON-TURF 1165 SF ��EpkN1A (q/� APPROVED BY: } DATE'; -
TOTAL
v s�' CITY ENGINEER RC.E24 a53
9 ° .�
,l �o P tr0.
= r�1y'� '` 'rtr•l. 8 T' ` �'' TOTAL SQ. FT. TURF 320 SQ. FT. Q o ��� _�, DESICN jarlD FRN LTDRECOMMENDED
3 ` i c�
1
_ I•� �^ � LIC. tic► (?p,3 � bl• ../ L,a�aPearc.hrfe(zrre/P�rn>�9
LANDSCAPE
1� �✓ cmc DRAWN 1750 East Deere Avenue SHEET
FL-e
QUANTI71ES SHOWN ARE FOR ESTIMATE PURPOSES �y _ D Santa Ana, CA 92705
ONLY. FINAL QUANTITIES FOR PLANT MATERIALS, K�J-L'i Ll of 5
INSTALLED SHALL BE GOVERNED BY THE INDICATED • (714)250-4822 fax(714) 752-2¢69
\ PLANT SPACING. I-3 ��P CHECKED R-CE NO DRAWING NO
9/f OF CAt���� ��'/ DATE FILE NO / 16 -
SHEET NO. S OF .
BENCH MARK
BENCH MARK NO.96-B
AT THE NWC OF HAVEN AVE. &
IRRIGATION PLAN TREE PLANTING PLAN SHRUB PLANTING PLAN 19TH ST.,44 FT. W.f_HAVEN &
83 FT. N.Pe-19TH ST., SET DRIVE
PIN W/C.S.TAG IN TOP AT THE
E. END OF A HEAD WALL FOR
W _ W
3-24" CMP--ELEV. 1430.686
GRAPEVINE STREET GRAPEVINE STREET GRAPEVINE STREET PLANTING LEGEND
ESP. ESPALIERED
GAL. GALLON CONTAINER
G.C. GROUND COVER
HT. HEIGHT
L.A. LANDSCAPE ARCHITECT
L.C. LANDSCAPE CONTRACTOR
SITE LINE PER STANDARD
-SITE LINE PER STANDARD MIN. MINIMUM
M.T. MULTI-TRUNKED
• ; O.C. ON CENTER
RWD. REDWOOD
• S.L.A. SELECTED BY LA.
24j SPEC. SPECIMEN
grow
SP. SPREAD
own
~ ~ PLANTING KEY
• Z Z
yy" O
KI5 SEE PLANT LIST OF LEGEND
O O
�J-`J SIZE OFPLANT MATERIAL
I I+• I ( GALLONOR D
WANTITY OFPLANT MATERIAL
x- J
LOT 1 z 1 LOT 1 O„p, LOT 1 - I FOF BID PURPOSES ONLY
HYDROSEED NOTES
PAD 1312.3 P PAD 1312.3 PAD 1312.3 „
FIFE 1312.8 Q y' ' FIFE 1312.8 4 J. FIFE 1312.8 1 HYDROSEEDED AS FOLLOWS.S AREAS AS DESIGNATED ON THE PLANS SHALL BE
O c$ O (IZ 2.PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NOTE.
SMOOTH ALL SURFACES.FINISH GRADE TO 1"BELOW ADJACENT
WALKS,DRIVEWAYS,ETC.ROLL AREAS TO EXPOSE SOIL
DEPRESSIONS/SURFACE IRREGULARITIES.FILL LOW SPOTS AND
"1 \ A EVEN o ►�
HYDROSEEDING.IRREGULARITIES. LIGHTLY PRIOR
OWNER SHALL APPROVE E PRIOR TO
PLANTING.
°P�11.(r'a II ` 5T1NGt �! A' 3.THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED
MIX TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING.
I+ ?� ° L3 CELLULOSE FIBER 30 LBS/1000 S.F.
16-20-0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F.
E ° , 1 BDU 31-0 0 SL0IN�EI�EASE 7 LBS/1000 S.F.
48 A16 -- -- SOIL SULFER 3 LBS/1000 S.F.
..�= � .; -'s AG.GYPSUM ,�25 LBS/1000 S.F.
{ + , I _ W R K • SEED MIX-SEE 8. 12 LBS/1000 S.F.
i44
q^ LIMIT WORK _ - - - -�- LIMIT
51 '415 SCALE 1 "=20'-Q!" SCALE 1"=20'-W' ��. �� l��r r�� �: SCALE 1W11=201-Off 4.HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE
WATERINGS THE DAY OF THE HYDROSEEDING TO THOROUGHLY
SATURATE THE SOIL.AFTER THE FIRST IRRIGATIONS,WATER SHALL
BE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS CONDITIONS
MAY REQUIRE TO KEEP THE SOIL MOIST ABOVE,AROUND,AND BELOW
31 4 4.
TREE LEGEND SHRUB LEGEND THE SEED/ROOT SYSTEMS AS MAY BE NECESSARY FOR PROPER
t + GERMINATION AND PLANT GROWTH.
.. SYMBOL
BOTANICAL/ COMMON NAME QTY. SPACING SfZE
»` SYMBOL BOTANtCAU'COMMON NAME >QTY: SPACING SIZE S.THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL
- � I � ► '`v� �--�(�C� tN _._ NONGERMINATING OR ERODED AREAS WITHIN(20)DAYS OF INITIAL
'p • CA CUPANIOPIS ANACARDIODES- 2 20' O.C. 15 GAL. ,, �� 2O.C. 5 GAL. HYDROSEEDING.TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS
{ h►W rr��N, --- - - AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE.
•'4 + CARROTWOOD RIB RAPHIOLEPIS INDICA 'BALLERIANA'- 3' O.C. 5 GAL.
INDIA HAWTHORN 6.WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2-1/2",
�4q TO
XC XYLOSMA CONGESTUM- 'COMP'ICTA' 30 4' O.C. 5 GAL. MAINTENANCE NOTES^FOR A DNIMUM I{TIONALEIGHTOMOWINGFER REQUIIREMENTS.
• COMPACT SHINY XYLOSMA
VINE LEGEND FOR ALL FINISH GRADE REQUIREMENTS 7.REMOVE ALL ROCKS 3/4"DIAM.AND LARGER IN THE TOP 2"OF
fn SURFACE SOIL IN AREAS TO BE HYDROSEEDED WITH TURFGRASS.
1 SEE PRECISE GRADING PLANS PREPARED BY
SYMBOL $OTaNICAL/ COMMON'NAME QTY. SPACING SITE a
/ - MADQLE & ASSOCIATES TURF FAIX TO BE COMPOSED OF;901/6 FESCUE(45%JAGUAR,45%
• `-�-- bI�K%I"15 13l.�GI 1�- 5 15' 0.C. 5 GAL. 545 N. MOUNTAIN AVE.#105 APACHE),10%A-34 BLUEGRASS SOURCE.
fUPLAND CA 946-2949 GROUND COVER LEGEND
/ f < I<OR BID PURPOSES
• .SOIL AMENDMENTS ONLY
• pTURF GRASS SEE HYDROSEED NOTES. IF SURFACE SOIL COMPAc ION HAS OCCURED,TO THE EXTENT POSSIBLE.ALL AREAS TO BE
OSTR U CTl O NS " " REFER TO SHEET LOP FOR PLANTING LANDSCAPED SHOULD BE CROSS RIPPED OR OTHERWISE TILLED TO A DEPTH OF 9-12
i DETAILS. INCHES.
BLOWUP I11 WHEN VERTICAL. OBSTRUCTIONS (FIRE REFER TO SHEET�FOR PLANTING ALL SHRUB AREAS TO BE UNDERPLANTED FOR TURF AND GROUND COVER PLANTING.THE FOLLOWING AMENDMENTS SHOULD BE
i IVt1SPECIFICATIONS. - UNIFORMLY BROADCAST AND THOUROUGHLY INCORPRATED TO A 6'DEPTH BY MEANS OF
q HYDRANTS, STREET LIGHTS, TREES, W/ FLATTED GAZANIA CLUMPING WHITE
p� REFER TO SPECIFICATION SHEET .. @ ROTOTILLER OR EQUAL:ETC.) INTERFERE WITH THE SPRAY PRESSURE , � 8 O.C. TRIANGULAR SPACING. AtilouNrn.000 SQUARE FEET
PATTERN OF THE SPRINKLER HEADS SO FOR XERISCAPE ASSESSMENT.
/
AS TO PREVENT PROPER COVERAGE, WATER METER r SIZE -z:--- 6 CU.YDS.NITROGEN STABILIZED ORGANIC AMENDMENT_ DERIVED FROM REDWOOD.FIR OR CEDAR SAWDUST
THE IRRIGATION CONTRACTOR SHALL, H.G.L. +"' 15 LBS.12-12.12 COMMERCIAL FERTILIZER
AIC? THIS IRRIGATION SYSTEM IS BASED WITH THE CITY INSPECTOR'S ELEVATION
•
�1 A
UPON THE ABILITY TO APPLY „PCS" NOZZLE SCREEN SELECTION GUIDE
1 APPROVAL, FIELD ADJUST THE 11.433 • +� P.:.I. -
MINIMUM OF 3 INCHES OF WATER ICOR THE BACKFILL MIX FOR USE AROUND THE ROOT BALL OF CONTAINER GROWN TREES AND
I
SPRINKLER SYSTEM BY INSTALLING A SHRUBS SHOULD BE PREPARED AS FOLLOWS:�= Op TURF AREAS IN 40 HOURS OVER 5 QUARTER CIRCLE OR HALF CIRCLE "EMOTE CO"TRa VALVE &-+s SS+E is,
DAYS. THE CONTROLLERS IRRIGATION DESCRIPTION MODEL PCS-020 Pcs-030 PC5-040 PCs-Oso Pcs-Oso PCS-125 PCS-175
IA, SPRINKLER HEAD ON EACH SIDE OF THEPM 0.2 0.3 0.4 o.6 0.9 1.25 1.75
PV
R PROGRAM SHALL OPERATE DURING THE MAXIMUM DEMAND st G.P.M.OPMNATIVE BACKFILL WITH NO ROCKS
\ HOURS OF 9:00 P.M. TO 5:00 A.M. OBSTRUCTION SO AS TO PROVIDE COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW
PROPER COVERAGE. ELEVATroN 1304 GREATER THAN 3•DIAMETER.PER
STANDARD PLAN NO.502.509.
PRESSURE•R.C.V.ISTATIC) 20-4 _ O.S.I. FLAT SPRAY 8F-FLT 6" BUB. 2' BUB. 3' 5' +B
8H-FLT - 3'(1601° 4'•6' 7' +8' - THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR BACKFILL
1i IIm EjLL 8T-FLT 4' 5' +8' - PURPOSES. PER SOILS REPORT
POINT O F CONNECTION NOTE r-- M.P.EACKFtOW Of VICE '�'--- 80-FLT 4'-5' +8, - _ _
• L• -_ GATE VALVE J.L_ LOW ANGLE 10F-LA 1' BUB 3' 4' 5' +10'
THIS PLAN IS CONNECTED T0, OR WILL 2 MASTER VALVEMLOW SENSOR +.S SPRAY 15 DEG 10H-LA 5' 7' +10'
1. POINT OF CONNECTION -CONTRACTOR SHALL CONNECT TO EXISTING LATERAL LINE PIPING IMMEDIATELY DOWNSTREAM OF TRAJECTORY 10T-LA 3' 5' 7' +10'
EXISTING ELECTRIC CONTROL VALVES A-14, A-15 AND A-16. DISRUPT AN EXISTING CITY- L_ PRESS.REG.IFALL-OFFI Ji.o 100-LA 5' 5' +10' -
MAINTAINED LANDSCAPE AND 2,_ MAIN LINE LOSS 7.0
2. EXTEND NEW LATERAL LINE PIPING FROM EACH POINT OF CONNECTION TO NEW IRRIGATION HEADS AS SHOWN. THE NEW IRRIGATION AREA. PRIOR TO NEWSTD ANGLE 12F 1' BUB 2' BUB 6' 7'
SPRINKLER HEADS SHALL OPERATE AS A PART OF THE EXISTING IRRIGATION SYSTEMS CONTROLLED BY EXISTING ELECTRIC CONSTRUCTION, A JOINT INSPECTION I ya- REMOTE CONTROL VALVE 2.2 _ SPRAY 30 DEG 12TO _ _ a' +12'
+ TRAJECTORY 12TT 4' 6' a' +12'
CONTROL VALVES A-14, A-15 AND A-16. AND DOCUMENTATION OF THE LATERAL If* 0-.s 12H 8 a, 10, +12
EXISTING AREA'S CONDITION SHALL FITTING LOSS(10%1 0.7 12T 8' 10' +12' -
3. INSTALL NEW LATERAL LINES WITHIN EXISTING TURF AREA OF EXISTING PARKWAY AS SHOWN. PROTECT EXISTING PARKWAY OCCUR WITH BOTH THE NEW120 3' 4' a' +12'
13• ELEVATION CHANGE IIOSSI �_
IRRIGATION SYSTEM IN PLACE. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY PLANT MATERIAL DAMAGED DUE TO CONTRACTOR AND THE CITY TOTAL SYSTEM LOSSES IL2-
CONSTRUCTION OPERATIONS. INSPECTOR. AT THIS POINT, THE NEW
CONSTRUCTION CONTRACTOR SHALL PRESSt/FiE JIEOUIRED AT(S=AD: 1Q.0 l BASE LINE ROAD
TOTAL PRESSURE REQUIRED: •117 _ �. r'T�r''=-=-------r==--- 1 SITE LOCATION CITY
4. ALL EXISTING SPRINKLER SYSTEMS SHALL REMAIN. PROTECT IN PLACE. THE EXISTING IRRIGATION SYSTEM WAS BE RESPONSIBLE FOR MAINTENANCE OF -'r=_A`' DESCRIPTION OF REVISION DATE
CONSTRUCTED AS A PART OF TRACT NO. 13304, DRAWING NO. 1372-L. THE AUTOMATIC SPRINKLER CONTROLLER, BOTH THE NEW AND EXISTING AREAS STATIC PRESSURE AVAttAetE: 1W.0 TRACT NO.14407-� APPROVED
�-• ...: �'~'^'` ,�' ""^�'=�-� � `
LOT'A'
BACKFLOW PREVENTER, MASTER VALVE, PRESSURE REGULATOR AND FLOW SENSOR ARE LOCATED APPROXIMATELY 830' WITH A FOLLOW UP INSPECTION OF REG.PRESSURE AVAILASIE IPRE-SET): J15.0 3 '= tu ` J?�
.. mQwt�aHa s�
FROM THIS POINT OF CONNECTION AT THE CORNER OF MOUNTAIN VIEW DRIVE AND TERRA VISTA PARKWAY. BOTH AREAS PRIOR TO CITY'S ti3�i yr i �1i
RESIDUAL WATER PRESSURE 16.3
P .. "ACT'1AQ07KrIll CITY OF RANCHO CUCAMONGA
�.11,y� 1N1ACCEPTANCE OF THE NEW AREA.
4-t'-
CITY L WATE11
PRESSURE REOVESTED: f2Tg l'`
TERRA VISTA
1s.ro r.s.I. lw
;, �• T X76 3.,2 7p ,,
�� �r ,tBUltt;s ` 'I�,, :, �I !': . ='r, TRACT 14407 - 1
s.sx:ActirsI
SPRINKLER HEAD LEGEND IRRIGATION EQUIPMENT LEGEND �t"R� # u-4� tXI�L %�ii LOT ' A '
--
RACT 13304
SYMBOL MANUFACTURER MODEL NO. DESCRIPTION TNOZZLE RADIUS G.P.M. P.S.I. PATTERN Y 9 � t �si 9 UNITS"'.fid"` fi�3.'�CT;1441.
SYMBOL DESCRIPTION ,^:
,� � - , � , -� � -�.�< IRRIGATION/ TREE/ SHRUB PLANS
'� � •��,. ,�SS'' 109 ACRES�� ✓,•. , .�A8 13NIT5. -• ..
AL RAIN&RD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 12H 12 * FT. 1.3 30 HALF CIRCLE 7 ;4 �T$ i,<�6.49 D.U./AC. fr,1 •O ACRES `. .%�
BURIED PRESSURE MAIN LINE PVC CLASS 315 FOR SIZES 2" AND LARGER f, ,r sr 8;17 0U/A6
} ' � �>r1
NIA LEWIS HOMES
1812-SAM-PRS 120 12 FT. 0.7 30 QTR. AND SCHEDULE 40 FOR SIZES 1 'f�" AND SMALLER SIZE NOTEDt10( (A/,
k•. �/ �,
r �� ;,taa2o ti ✓D.5�1 APPROVED BY' DATE:
AL 1812-SAM-PRS l OH LA 10 # FT. 0.8 30 HALF BURIED NON-PRESSURE LATERAL LINE PIPING PVC SCHEDULE 40 - SIZE {(; ; 'd5', 1l1 S'%c J tr )A '�r .�i�SZ% � �j ' 24953
NOTED All I �; G ,� �`� �,�' r CITY ENGINEER S RC.E NO. 2
1812-SAM-PRS LOQLA-
6L 10 IS, FT. 0.4 30 QTR. 61
z t9? tsL /f�0- 9
y'� r. S DESIGN J -• RECOMMENDED
1 ,� 0-: .c :.�•.. < � cn LIC. N0 1 LAND CONCERN] LTD
V
1812-SAM
80-FLT 10 FT. 0.4 30 QTR. INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES �,- 0( " ti ., 1
/77� INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER � � a �ni1 rsovrlAlx�Y .RES " r O�'gj �j � LanrkcapeAr�hitecture/Planning
di 1806-SAM-PRS 6" POP-UP SPRAY HEAD 15 SST 4X30 FT. 1.2 30 SIDE STRIP T 967 1,,3�0 Y,.
INDICATES ELECTRIC CONTROL VALVE SIZE =^ 9s i1N1T5 . ,`.•7 1 DRAWN > SHEET
r , C� - 1750 fast Deere Avenue
a y''r i'' i,3,9'ACRES;
I I FT 30 END STRIP Santa Ana CA 92M
1806-SAM-PRS 1 1 1 1 15 EST 4X 15 0 6 �''p,U•,ACs ��
, I 11_x- -, L 2 OF 5
t n18 `f T1�` l'94��P CHECKED (714)250-4822 Fax(714) 752-2469
`: `�
WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP HEAD WITH A RAIN ' ��- t_r•.
IF OF CF,I��
BIRD"PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL, SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. RCE NO DRAW I Y G NO
porn
v �J DATE FILE NO
SHEET NO.eOF a
- - -- - - - - - -
POP-UP TIVIF HEAD SET TO
MFG'S GRADE SPECS.
FINISH GRADE '
GENERAL NOTES I I ( I
I f;I I I
A. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING d. FINAL WALK-THROUGH OF THE PROJECT WiTH ALL PARTIES CONCERNED
OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO FOR VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER I �� I I I i E AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE THE PLANS AND SPECIFICATIONS. I
El CARRIED OUT BY THE CONTRACTOR. I ( I I I r I I III .
8. THE CONTRACTOR SHALL PROVIDE TO THE CITY, UPON THE COMPLETION OF THE
B. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. JOB, A SET OF REPRODUCIBLE "AS-BUILT' DRAWINGS, WHICH SHALL BE VERIFIEDz Z _III _ CLEAN BACKFILL - SEE
STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK THROUGH. SPECS. FOR MATERIAL
UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE 1=1 1 1 907. COMPACTION REQUIRED
APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL 9. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE
FIELD CONDITIONS SHALL BE REPORTED TO THE CITY AND LANDSCAPE SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE SCH d0 PVC NIPPLE
ARCHITECT. INSIDE COVER OF THE IRRIGATION CONTROLLERS. (MINIMUM 2" LONG) I I NON-PRESSURE LATERAL LINE:
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO 10. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE -I I I I SCH. 40 SNAKE PIPE IN
TRENCH
REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. (1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP SCH 80 NIPPLE - I''i LANG SCH 40 PVC I I I I
CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO T X T 90' ELL
FROM HIS OPERATIONS OR NEGLIGENCE. ADDITIONAL COST TO THE CITY. MARLEX W STREET ELL '-III PRESSURE SUPPLY
-UNE-SCH. 40/CL 315 SNAKE
C. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR 11. THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A MINIMUM -I I I ( + III- PiPE IN TRENCH
ARCHITECTURAL PLANS BEFORE BEGINNING WORK. PERIOD OF ONE HUNDRED EIGHTY 0 80) DAYS AND SHALL WATER ON A REGULAR
BASIS.
D. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO CONTROL WIRES - BUNDLE
PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 12. L `. CINtri_NT-LljMARLDc ( I I 1 cN AND TAPE AT 15' O.C. AND
' NON-PRESSURE - -- INSTALL ADJACENT TO
E. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND LATERAL FRTiNG -, I I i �. - ( - I I- 1 j 11- PRESSURE SUPPLY UNE
RELATED EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. I
13. 7NON-PRESSURE LATERAL UNE - ill III III III I I `-
IRRIGATION NOTES I I I I +; TYP. t- PROVIDE �' OF SAND
BEDDING
1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WiTHiN NOS;
PAVED ARES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN 1. LOCATE HEAD Y TO Ir FROM WALKS, CURBS. HARDSCAPTNG. MOW STRIPS. -
PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE 14. All LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER HEADER BOARDS, AND EDGES OF LAWN.
SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. OF X14 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND WHITE
FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING 2 USE TEFLON TAPE ON ALL MALE THREADS.
WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 35 FEET INTERVALS. PROVIDE NOTE:
2. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS TWO EXTRA PILOT WIRES TO THE END OF THE PIPE RUN IN TWO DIRECTIONS 3. INSTALL HEADS WiTH INTERNAL CHECK VALVE AND PRESSURE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES iN DIRECTION.
OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT FROM THE CONTROLLER. COiL THE LAST 2 FEET OF THE WIRE AND LEAVE INCOMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS VALVE BOX. ,4. HEAD CONNECTION AT BOTTOM INLET ONLY.
SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED
REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL 15. PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PiPE AND POP-UP TURF SPRAY HEAD TYPICAL TRENCHING
ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY
THE CITY. 12' MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH CITY OF RANCHO CUCAMONGA STANDARD PLAN #532 CITY OF RANCHO CUCAMONGA STANDARD PLAN #526
BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE
(D
3. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL
CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE.
COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 16. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHEDULE 40 HI-POP SHRUB HEAD SET TO
4. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS SLEEVE WITH 30" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON MFG'S GRADE SPECS. HARDSCAPiNG
EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. PLANS AND INSTALLED PER DETAIL. FINISH GRADE
17. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER
5. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN -w �. 3�' ;:�<• �-
AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK _
MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" T -1 _I Ila
AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF DIAMETER GREEN PLASTIC VALVE BOX. II 1��_ I I=j I I E I I_ I I I Ila
11=1
i F_
INSTALLATION.
18. ALL THREADED PiPE CONNECTIONS MADE TO SLiP-JOINT PVC PIPE SHALL BEl t_
-9I [aIIi I Eill •�. i iI I IIII �-
a. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND I I I --�I I I -III
BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE.
THE CITY'S AUTHORIZED REPRESENTATIVE.
SII
19. CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW �S I I _i I I I CLEAN BACKFiL.L - SEE
6. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION.
SPECS_ FOR MATERIAL-
PRESENCE
ATERIALPRESENCE OF THE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A I I I . I I I 90% COMPACTION REOUtRED
COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR 20. ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS, OR OTHER I 04 _III I SHALL FURNISH FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY
ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH FINISH GRADE. I i I I SAND
7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION 21. INSTALL ALL SPRAY HEADS WiTH NOZZLES OF THE APPROPRIATE DEGREE OF -I I I
OF ON-SITE INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE
INSTALLATION: SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW. ( ( I
CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. . . _
a. INITIAL PRE-JOB MEETING WITH THE CITY AND LANDSCAPE ARCHITECT. =I I I� • ' ' '
I
- c2. PRiOR TO BACKFILLING IRRIGATION TRENCHES: CONTROL WIRE SLEEVE( i I I •','•',', •,','•'• , . , .. I � I 52E PER PLAN INSTALL
b. PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF
TRENCHES. a. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED • _i I I= I ( � ADJACENT TO PRESSURE
AT 150 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE I i I i - ( SUPPLY UNE
SCH 40 PVC _ _ _
C. COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND _ _ _
INSTALLING NEW MATERIAL IN ITS PLACE. MARLEX 90' STREET ELL 90' STREET ELL -III i - -
. II III_ PRESSURE SUPPLY UN
E
NON-PRESSURSLEEVE - SiZE TWCE
CONCRETE HEADER - 1/T RADIUS LATERAL FITTING EW STREETELL
I__,_I I
EXPOSED EDGES AND FINISH PER KM DIAMETER NE PRESSURE
i" IN LAWN
(INSTALL AT GRADE LEVEL AT STVALE NON-PRESSURE LATERAL UNE TYPICAL (2 C I j I Ir �. SUPPLY UNE
CROSSINGS)
PLACES
Ir OR Ir
tINISH GRADE -PRFqqJRE LATERAL
MITT-GRAIN VALVE AS REQUIRED NON
UNE SLEEVE SIZE TVACE
" •;,,:T,•, NOTE: r DIAMETER OF NON-PRESSURE
iI( �I 1..LOCATE HEAD 2' TO r FROM WALKS. , NG. MOW S
CURBSHARDSCAPiTRIPLATERAL UNE
Ar tr S.
NOTES.
EMI I I I I k HEADER BOARDS, AND EDGES OF LAWN. 1. ALL SLEEVES TO BE SCH 40 PVC.
2. USE TEFLON TAPE ON ALL MALE THREADS.
III- 2. EXTEND ALL SLEEVES 12• BEYOND EDGE OF HARDSCA-nNG AT BOTH ENDS.
• •• -I I r �
UNLESS oTHERwiC�INSTRUCTED) 1 3. INSTALL Hf�ADS WiTH INTERNAL CHECK VALUE AND PRESSURE
i I I-1 I r-I i I COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS.
NOTE 4. HEAD CONNECTION AT BOTTOM INLET ONLY. -t
1. PROVIDE SCORE JOINTSAT 10'-O' O.C. ANO-3/E" EXPANSION
JOINTS AT 20'-0".O.C.
HI-POP SHRUB SPRAY TYPICAL SLEEVING
*1W W'D K/LACED AS LOM v 4 CITY OF RANCH 2 CITY OF RANCHO CUCAMONGA STANDARD PLAN #527
AS PassleLr ON THE TRUNK TO TOr OP t:TM•ES RELDM MEAD
CONCRETE HEADER 0 CUCAMONGA STANDARD PLAN #534
A.LOWORM FOR w•+O AS TO or TME PO 01 TT!['C WHERE srEdtS crerlvTw BETWEEN-TURF AND GROUND COVER
INT MOT SO lAw AS TO LOSE SUPPORT WAIT ►CRulTZ
DR ALLOW TIE MEAD.TO DROP.
y N '"'" T"""" .� v vo r compAcm r RE,tW TD POw : • STAtMARD PLAN # 528
J tIc (2) Sm OF CNLTI m FIRM
DEMESSED WATEMM SASO
�_ SPACED 24 APART ATUCH
` E CALVA tM SCRM TO Ir `- t COARSE GIeNO sHREDOEO ONE MAtf Of SPACRvG
~ it Wympm LODGE POLES. `. MRCIL WR OF PLANTER AREA REOUIREWENT CITY
DESCRIPTION OF REVISION DATA "*OVED
SLOPC ,LMADE) • ; r .DW TOWLr CO„PACTM EXI�fLLIC� " { CiTY OF RANCHO CUCAMONGA
N ►LACI TO EORL wATER7NDLOCAI I A_�
. RANT PR. TFD OUTSIDC Oi - ��.]
„ RAtI TERRA VISTA
TIT I I PuvR M To Rc m TIIAE! TME TRACT 14407 - 1
T TW wam OF THE ROOT IIALL -
_ •� LOT ' A '
NO, ROOT _ _ W
TtMM r ow+EtE1t
IRRIGATION . DETAILS
\ (IIA L rLgTL m tas PER M~. 4
RNR M 7O K /)�f `1 1� 11EOO�+vENMTtONS. ��
1111ES TME ThpTN of ,/'N ,. _
THE ROOT NCL. I
twT>vt NC7U'LL WrtM 1. All fHlltJy9�5-ANO CRO2UI�D COVER TO BE PLANTED AT EOtU& I - - -- - - - -- -• -
YMTCd ENP,T10N _ _ ROCKS TER ,H,N i SCi LIGE FOR` ,�NC° RE�OVI•REM�j,(GTSTED ON I.EWIS HOMES
ti usonnoo o NATIVE some 2. WHERE'PJ#fTED ADJACENT TO WALLS. WALKS. CURBS OR
•�,` c,P 1u M Sq � APPROVED BY: /��� \\ //JJ DATE: - Z
• UNDKTtRtf![D MATH I - •-- - .- SttrMJJ( t.ati,ATK)NS, ALL SHRUBS AND GROUND COVER / C�(/r/� I /� 4����
- SHALL BE PANTED AT ONE-KALF THE DESIGNATED SPACING 4:4 � AA ` ,R,+�/ /i/ RC.E N0.`B`
NOTES MDTcs FROM SLK>t LIMITS. SEE LEGEND FOR SPACING REOUIREWENTS. _ ~ '� ��' �` y' �T CITY ENGINES T� 24
7 /� s DESIGN 1� • RECOMMENDED
/Y
t. OF ROOT HATTED ROOTS RY K ROC}RMD ALL HOOTS AT EOet tPALINC REQUIREMENTS SHALL GOVERN THE FINAL OUANTRiES o ~ O0 �� (T �� ��
t. REA+oIrE Mt>ratRir sTAK[s - .. . _ p Root NU.. oo Not CRACK Roor W.L. 3. Cr PLANT tW1TERIALS. PLANT QuAMRIES INDICATED ON THE �� L �tfi 1� �, `
2. STAKES TO K PLu�1e ANO ►AAtauttt_ " : RALE tTJtTtLfZ[Te ►Sit WAr+uF. RLCO+t►t[NOATTONS MRNR LL4END ARE ESTIMATES ONLY. _ \
Cc
• A/L" FE
3 STAKE TR[E PEA2PENOICt1tAR TO PRErARNC WMD. CWRAtNER PRIOR TO RANTVVG POA OSSEINATKW RIRPOSEi - ~ BK ,
�. PLACE FERitIiER TAdS PER W WIX. RECOUI.os rs.10MS N PLAN OOIIF'A,NER -• ( DRAWN I ' ! �, S HE E T
PR" ,0 .L,v+T.�G. �0,1 OQSERVATTOtf PLrcrosTY. SHRUB & GROUND ' i
0UND �' �.-�3 #t,,cSwjbft G4 L3 a s
��� (n4 25"M fax(na) 752-240
• DOUBLE - STAKED TR E* E- -. CONTAINER PLANTING---.....,--CO-VER-SPACING-.- .- - TYPICAL SEt:T' 10N A_-A NTS ��IEof CA��c°�� CHECKED RCE NO-
DATE
NO
CITY STANDARD DETA)I,III SOS CiTY STANDARD DETAIL 506 C><TY STANDARD DETAIL 511 .. DATE FILE NO
_ SHEET NO /OF9
SPRINKLER IRRIGATION SPECIFICATIONS
PART GENERAL
1.01 DESCRIPTION
A. Scope of Work: Provide all labor, materials, transportation, and services S. The Contractor shall dimension from two (2)permanent points of 3. Pipe shall be made from NSF approved, Type I, Grade ii PVC 4. If settlement occurs and subsequent adjustments in pipe, valves, 5. All hydrostatic tests shall be made only in the presence of the
necessary to furnish and install the Irrigation System as shown on the reference, such as building corners, sidewalk edges, road compound conforming to ASTM resin specification D1784. All sprinkler heads,lawn,planting,or other construction arc necessary, General Contractor or the City of Rancho Cucamonga. No pipe
Drawings and described herein. intersections,etc.,the location of the following items: pipe must meet requirements set forth in Federal Specification PS- the Contractor shall make all required adjustments without cost to shall be backfilled until it has been observed,tested,and approved
22-70 with an appropriate standard dimension ratio.
the City. in writing.
1.02 QUALITY ASSURANCE& REQUIREMENTS a. Connection to existing water Tinea.
4. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF C. Trenching and Backfill Under Paving: 6. Furnish necessary force pump and all other test equipment.
A. Permits and Fees: The Contractor shall obtain and pay for any and a!1 permits b. Connection to existing electrical power. approved conforming to ASTM test procedure D'_'466.
and all observations as required. 1. Trenches located under arias where paving,asphaltic concrete,or 7. When the irrigation system is completed,perform a coverage test in
C. Gate valves. 5. Solvent cement and primer for PVC solvent-weld pipe and fittings concrete will he installed,shall be backfilled with sand(a layer four the presence of the City of Rancho Cucamonga to determine if the
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be of type and installation methods prescribed by the (41 inches below the pipe and six 161 inches above the pipe) and water coverage for planting areas is complete and adequate. Furnish
shall be followed in all cases where the manufacturers of articles used in this d. Routing of sprinkler pressure lines(dimension max. 100' manufacturer. compacted in layers to 95% compaction, using manual or all materials and perform all work required to correct any
Contract furnish directions covering points not shown in the Drawings and along routing). mechanical tamping devices. Trenches for piping shall be inadequacies of coverage due to deviations from the Drawings, or
Specifications. 6. All PVC pipe must bear the following markings: compacted to equal the compaction of the existing adjacent where the system has been willfully installed as indicated on the
C. Sprinkler control valves. undisturbed soil and shall be left in a firm unyielding condition. All Drawings when it is obviously inadequate,without bringing this to
C. Ordinances and Regulations: All local.municipal and state laws,and rules and a. Manufacturer's name trenches shall be left Rush with the adjoining grade. The Contractor the attention of the City of Rancho Cucamonga. This test shall he
regulations governing or relating to any portion of this work are hereby f. Routing of control wiring and locations of all splice b. Nominal pipe size shall set in place,cap and pressure test all piping under paving prior accomplished before any ground cover is planted.
incorporated into and made a part of these Specifications,and their provisions boxes C. Schedule or class to the paving work.
shall be carried out by the Contractor. Anything contained in these d. Pressure rating in P.S.I. 8. Upon completion of each phase of work,the entire system shall be
Specifications shall not he construed to conflict with any of the above rules, ick coupling valves. C. NSF National Sanitation Foundation 2. General! piping under existing walks is dome m boring, tested and adjusted to meet site requirements.
S. Qu' up• g ( )approval Y•P P 8 8 �'jacking, E• 1 �
regulations,or requirements of the same. However,when these Specifications f. Date of extrusion or hydraulic driving,but where any cutting or breaking of sidewalks
and Drawings call for or describe materials,workmanship,or construction of h. Stub-outs for future connection. and/or concrete is necessary, It shall be done and replaced by the 3.07 MAINTENANCE
a better quality,higher standard,or larger size than is required by the above 7. All fittings shall bear the manufacturer's name or trademark, Contractor as a part of the Contract cost. Permission to cut or
rules and regulations,the provisions of these Specifications and Drawings shall i. Other related equipment as directed by the City of material designation,size,applicable I.P.S. schedule and NSF seal break sidewalks and/or concrete shall be obtained from the City of A. The entire irrigation system shall he under full automatic operation for it period
take precedence. Rancho Cucamonga. of approval. Rancho Cucamonga. No hydraulic driving will be permitted under of seven(7)days prior to any planting.
concrete paving.
D. Explanation of Drawings: 6. On or before the date of the final field observation,the Contractor C. Backflow Prevention Units: B. The City of Rancho Cucamonga reserves the right to waive or shorten the
shall deliver the corrected and completed sepias to the City of D. Assemblies: operation period.
1. Due to the scale of the Drawings, it is not possible to indicate all Rancho Cucamonga. Delivery of the sepias will not relieve the 1. Backflow prevention unit is existing. Backflow was constructed as
offsets, fittings, sleeves, etc., which may be required. The Contractor of the responsibility of furnishing required information a part of Terra Vista Tract #13304. 1. Routing of sprinkler irrigation lines as indicated on the Drawings is 3.08 CLEAN-UP
Contractor shall carefully investigate the structural and finished that may be omitted from the prints. diagrammatic. Install liras (and various assemblies) in such a
conditions affecting all of his work and plan his wont accordingly, D. Automatic Controller: manner as to conform with the details in the Drawings. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall
furnishing such fittings, etc., as may be required to meet such C. Controller Charts: be removed from the site,all walks and paving shall be broomed or washed down, and
conditions. Drawings are generally diagrammatic and indicative of 1. Automatic controller is existing. Automatic controller was installed 2. Install NO multiple assemblies in plastic lines. Provide each any damage sustained on the work of others shall he repaired to its original condition.
the work to be installed. The work shall be installed in such a 1. As-built drawings shall be approved by the City of Rancho as a part of Terra Vista Tract#13304. assembly with its own outlet.
manner as to avoid conflicts between the irrigation system,planting, 3.09 FINAL SiTE OBSERVATION PRIOR TO ACCEPTANCE
and architectural features. Cucamonga before controller charts are prepared. E. Electric Control Valves: 3. Install all assemblies specified herein in ace Mane t with respective
2. Provide one controller chart for each controller supplied. detail. In absence of detail drawings or Specifications pertaining to A. The Contractor shall operate each system in its entirety for the City of Rancho
2. All work called for on the Drawings by notes or details shall be I. All electric control valves are existing. Electric control valves were specific items required to complete work, perform such work in Cucamonga at time of final observation. Any items deemed not acceptable by
furnished and installed whether or not specifically mentioned in the 3. The chart shall show the area controlled by the automatic controller installed as a part of Terra Vista Tract #13304. accordance with best standard practice with prior approval of City the City of Rancho Cucamonga shall be reworked to the complete satisfaction
Specifications. and shall be the maximum size which the controller door will allow.
of Rancho Cucamonga. of the City of Rancho Cucamonga.
F. Sprinkler Heads:
3. The Contractor shall not willfully install the irrigation system as 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and B. The Contractor shall show evidence to the City of Rancho Cucamonga that the
4. The chart is to be a reduced drawing of the actual installed system. P P gs gh Y
shown on the Drawings when it is obvious in the field that However, in the event the controller sequence is not legible when 1. All sprinkler heads shall be of the same size,type,and deliver the moisture before installation. Installation and solvent welding City has received all accessories,charts, record drawings,and equipment as
obstructions,grade differences,or discrepancies in area dimensions the drawing is reduced, it shall be enlarged to a size that will be same rate of precipitation with the diameter (or radius) of throw, methods shall be as recommended by the pipe and fitting required before final site observation can occur.
exist that might not have been considered in engineering. Such readable when reduced. pressure, and discharge as shown on the Drawings and/or as manufacturer.
obstructions or differences should be brought to the attention of the specified in these special provisions. 3.10 SiTE OBSERVATION SCHEDULE
City of Rancho Cucamonga. In the event this notification is not S. On PVC to metal connections,the Contractor shall work the meta!
S. The chart shall be a btackline or blueline ozalid prim and a different
performed, the Contractor shall assume full responsibility for any color shall be used to indicate the area of coverage for each station. 2• Spray heads shall have a screw adjustment. connections first. Teflon tape or approved equal, shall he used on A. The Contractor shalt be responsible for notifying the City of Rancho
revision necessary. all threaded PVC to PVC, and on all threaded PVC to metal joints. Cucamonga in advance for the following observation meetings, according to
6. When completed and approved, the chart shall be hermetically
3. Riser units shall be fabricated in accordance with the details shown Light wrench pressure is all that is required. Where threaded PVC the time indicated:
1.03 SUBMITTALS sealed between two pieces of plastic,each piece being s minimum on the drawings. connections are required,use threaded PVC adapters into which the
A. Material List: pipe may be solvent welded. 1. Pre-Job Conference- 7 days
20 mils. 4. Riser nipples for all sprinkler heads shall be the same size as the
7. These charts shall be completed and approved prior to the final field riser opening in the sprinkler body. E. Lute Clearance: 2. Pressure supply line installation and testing- 48 hours
1. The Contractor shall furnish the articles,equipment, materials,or observation of the irrigation system.
processes specified by name in the Drawings and Specifications No 5. All sprinkler heads of the same type shall be by the same 1. All tines shall have a minimum clearance of twelve(12)inches from 3. Lateral line and sprinkler installation- 48 hours
substitution will be allowed without prior written approval by the 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING manufacturer. each other and twelve (12) inches from lines of other trades, with
City of Rancho Cucamonga. the exception of the control wire sleeve(s)which shall be installed 4. Coverage test- 48 hours
A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise G. Miscellaneous Irrigation Equipment: adjacent to pressure supply line. Parallel lines shall not be installed
2. Complete material list shall be submitted prior to performing any directly over one another. 5. Final observation- 7 days
care in handling,loading,unloading,and storing PVC pipe and fittings. All
work. Material Iia shall include the manufacturer•model number, -PVC pipe shall be transported in a vehicle which allows the length of pipe to 1. Refer to the Irrigation Plans for sizes and types of
and description of all materials and equipment to be used. tie fiat so as not to subject it to undue bending or a concentrated external load miscellaneous irrigation equipment. F. Flushing of System- ' B. When observations have been conducted other than the City of Rancho
at any point. Any section of pipe that has been dented or damaged will be Cucamonga, show evidence in writing of when and by whom these
Although manufacturer and other information may be different,the 2, I. After r tela+► sprinkler lines and risers are in lace and observations were made.
discarded,and if installed,shall he replaced with new piping. All miscellaneous irrigation equipment shall be as sP P� P
following g P specified or approved equal. conneeM,all necessary diversion work has been completed, and
is a aide to proper submittal former:
1.05 SUBSTITUTIONS prior to installation of sprinkler heads, the control valves shall be C. No site observations will commence without 'As-Built'record drawings. in
Item No. Description Manufacturer Model No. PART 3 - EXECUTION opened and full head of water used to Rush out the system. the event the Contractor calls for a visit without 'As-Built' record drawings,
without completing previously noted corrections, or without preparing the
A. f the Contractor wishes to on th substitute win equipment or materials for the 2. Sprinkler heads shall be installed only after flushing of the stem system for said visit, he shall be responsible for reimbursing the City of
1 Backflow Preventer Febco 825Y equipment or materials listed on the Drawings and Specifications,he may do 3.01 OBSERVATION OF SITE CONDITIONS Sp • y g *Y
so by providing the following information to the City of Rancho Cucamonga has been accomplished to the complete satisfaction of the City of Rancho Cucamonga at his current hourly billing rate, portal to portal (plus
2 Automatic Controller Calsense 2100R Series for approval: A. All scaled dimensions are approximate. The Contractor shall check and verify Rancho Cucamonga. transportation costs), for the inconvenience. No further visits will be
all size dimensions and receive approval from the City of Rancho Cucamonga scheduled until this charge has been paid and received.
Gate slue Nibco T-580 1. Provide a statement indicating the reason for making the
prior to proceedine with work under thio G. Sprinkler Heads
substitution. Use a separate sheet of paper for each item to be
4 Etc. Etc. Etc. substituted. B. Exercise extreme care in excavating and working near existing utilities. The 1. Install the sprinkler heads as designated on the Drawings. Sprinkler
Contractor shall be responsible for damages to utilities which are caused by his heads to be installed in this work shall be equivalent in all respects
irrigation submittal must be specific and complete. All items must 2. Provide descriptive catalog literature,performance charts and flow operations or neglect. Check existing utilities drawings for existing utility to those itemized. END OF SECTION
be listed and should include solvent/primer,wire, wire connectors, charts for each item to be substituted. locations.
valve boxes, etc. No copies of manufacturer's literature(catalog 2. Spacing of heads shall not exceed the maximum indicated on the
cuts)are required as submittal information. 3. Provide the amount of cost savings if the substituted item is C. Coordinate instaltationof sprinkler irrigation materials includingpipe,so there Drawings. In no case shall the spacing exceed the maximum
approved. shall be NO interference with utilities or other construction or difficulty in recommended by the manufacturer.
3. The Contractor may submit substitutions for equipment and planting trees,shrubs,and ground covers.
materials listed on the Drawings by following procedures as outlined B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 3.04 TEMPORARY REPAIRS ,
in Section 1.05 of the Irrigation Specifications. or rejecting any substituted item as an approved equal to the equipment and D. The Contractor shall carefully check all grades to satisfy himself that he may
materials listed on the Drawings and Specifications. safely proceed before starting work on the irrigation system. The City reserves the right to make temporary repairs as neeesattry to keep the sprinkler
4. Equipment or materials installed or furnished without prior approval system equipment in operating condition. The exercise of this right by the City shall not
of the City of Rancho Cucamonga may be rejected and the 1.06 GUARANTEE 3.02 PREPARATION relieve the Contractor of his responsibilities under the terms of the guarantee as herein
Contractor may be required to remove such materials from the site specified.
at his own expense. A. The guarantee for the irrigation system shall he made in accordance with the A. Physical Layout:
attachcdform. The General Conditions and Supplementary Conditions of these 3.05 EXISTING TREES '
S. Approval of any item,alternative or substitute indicateronly that the Specifications shall be filed with the City prior to acceptance of the irrigation 1. Prior to installation, the Contractor shall stake out all pressure
product or products apparently meet the requirements of the system supply lines,routing and location of sprinkler heads. Where R is necessary to excavate adjacent to existing trees,the Contractor shall use all
Drawings and Specifications on the basis of the information or possible care to avoid injury to trees and tree roots. Excavation in areas where two (2)
samples submitted. B. A copy of the Guarantee form shall be included in the operations and 2. All layout shall be approved by the City of Rancho Cucamonga inch and larger roots occur shall be done by hand. All roots two (2) inches and larger
maintenance manual. prior to installation. in diameter,except directly in the path of pipe or conduit,shall be tunneled under and
6. Manufacturer's warranties shall not relieve the Contractor of his shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where■
liability under the guarantee. Such warranties shall only supplement C. The guarantee form shall he re-typed onto the Contractor's letterhead and shall B. Water Supply: ditching machine is run close to trees having roots smaller than two (2) inches in
the guarantee. contain the following information: diameter,the wall of the trench adjacent to the tree shall be hand trimmed,making clean
1. The irrigation system shall he connected to water supply point(s)of cuts through. Roots one(1) inch and larger in diameter shall be painted with two coats
B. Record Drawings: GUARANTEE FOR IRRIGATION SYSTEM connection as indicated on the Drawings. of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four
1. The Contractor shall provide and k up-to-date a complete record (24)hours;and where this is not possible,the side of the trench adjacent to the tree shall
2. Connections shall he made at the approximate location(s)shown on be kept shaded with burls or canvas.
P � P- �' We hereby guarantee that the irrigation system we have furnished and installed is free � P
set of blueline ozalid prints which shall be corrected daily,showing the Drawings. The Contractor is responsible for minor changes
from defects materials and workmanship, and the work has been completed e
every change from the original Drawings and Specifications and the � accordanccwith the Drawings and Specifications,ordinary wear and tear,unusual abuse,, caused by actual site conditions. 3.06 FiELD QUALITY CONTROL
exact installed locations,sizes,and kinds of equipment. Prints for or neglect excepted. We agree to repair or replace any defects in material or 3.03 INSTALLATION A. Adjustment of the System:
this purpose may be obtained from the City of Rancho Cucamonga workmanship which may develop during the period of one year from date of acceptance
at cost. This set of drawings shall be kept on the site and shall be and also to repair or replace any damage resulting from the repairing or replacing of such
used only as a record set. A. Trenching: 1. Thc Contractor shall flush and adjust all sprinkler heads for
defects at no additional costs to the City. We shall make such repairs or replacements
optimum, performance and to prevent overspray onto walks,
within a reasonable time, as determined by the City, ager receipt of written notice. In 1. Di trenches straight and rt continuous on bottom of
2. These drawings shall also ante as work progress sheets end shall the event of our failure to make such repairs or replacements within a reasonable time g u�° pipe roadways,and buildings as much as possible.
be trench. Lny pipe to an even grade. Trenching excavation shell
the basis or measurement and payment for work completed. after receipt of written notice from the City, we authorize the City to proceed to have follow layout indicated on the Drawings and as noted.
These drawings shall be available at all times for observation and 2. if it is determined that adjustments in the irrigation equipment will
said repairs or replacements made at our expense and we will pay the costs and charges provide proper and more adequate coverage, the Contractor shall
shall be kept in a location designated by the City of Rancho therefore upon demand. P P P eq
Cucamonga. Should the record bluelinc drawing progress sheets not 2. Provide for a minimum of twenty-four(24) inches cover for all make such adjustments prior to planting. Adjustments may alsoCITY
g.
be available for review or not be up-to-date at the time of any irrigation lines installed under paving. DESCRIPTION OF REVISION DATE A/►ROYEC
PROTECT: include changes in nozzle sizes and degrees of arc as required.
observation(refer to Section 3.10- inspection Schedule),it will be
assumed no work has been completed and the Contractor will be 3. , Provide for a minimum of eighteen (18) inches cover for all 3. Lowering raised sprinkler heads by the Contractor shall be CITY OF RANCHO CUCAMONGA
assessed the cost of that site visit at the current billing rate of the LOCATION: pressure supply lines. accomplished within ten(10)days after notification by the City.
City of Rancho Cucamonga. No other observations shall take place
prior to payment of that assessment. 4. Provide for a minimum of twelve(12) inches for all non-pressure 4. All sprinkler heads shall be set perpendicular to finished grades TERRA VISTA
SiGNED:
linea. unless otherwise designated on the Drawings.
3. The Contractor shall make neat and legible notations on the record TRACT 14407 - 1
drawingprogress sheds daily as the work proceeds, showin the 5. Provide for a minimum cover of eighteen 18 inches for all control S. Rain Bird EFB-CP-PRS valves will be set per manufacturers
P g y P g g ( ) LOT ' A '
work as actually installed. For example, should a piece of wiring. specification so that each lateral operates at design pressure.
ADDRESSED:
equipment be installed in a location that does not match the plan,the
Contractor must indicate that equipment has been relocated in a B. Backfilling: B. Testing of irrigation System: IRRIGATION SPECIFICATIONS
graphic manner so as to match the original symbols as indicated in PHONE: DATE OF ACCEPTANCE:
the irrigation legend. The relocated equipment and dimensions will 1. The trenches shall not be backfilled until all required tests arc 1. The Contractor shall request the presentee of the City of Rancho
then be transferred to the original record drawing plan at the proper performed. Trenches shall be carefully backfilled with the Cucamonga in writing at least 48 hours in advance of testing. LEWIS HOMES
time. PART 2- PRODUCTS excavated materials approved for backfilling, consisting of earth, \E�nNIA (Ari _
loam,sandy clay,sand,or other approved materials,free from large 2. Test all oreasurc linea under hydrostatic pressure of 150 pounds per `Q� to SCa APPROVED BY. DATE*
4. Before the date of the fine!observation,the Contractor shall transfer 2.01 MATERIALS clods of earth or stones. Backfill shall be mechanical! cont acted square inch and prove watertight. O �� �` CITY ENGINEER / �s,, /' RC.E NO.
Y P k \ �l, Cif / 24
all information from the'record drawing'prints to a sepia mylar or in landscaped areas to a dry density equal to adjacent undisturbed
similar mylar material procured from the Ci of Rancho A. General: Use only new materials of brands and types noted on drawings, soil in planting areas. Backfill will conform to ad'acent grades Note: Testing of pressure main lines shall occur prior to G �' n � A*l RECOMMENDED
Y P �' P g 1 8 DE SIGN I , •1_ANA Cold, L�
specified herein,or roved equals. installation of the electric control valves.
Cucamonga. All work shall be in waterproof India ink and applied sP aPP eq without dips,sunken erects, humps or other surface irregularities. � SIC Nfi I.P•
to the mylar by a technical pen made expressly for use on mylar
material. Such shall be similar to those manufactured b B. PVC Non-Pressure Lateral Line Piping: 2. A fine granular material backfill will be initial) laced on all lines. 3. All piping under paved areas shall be tested under hydrostatic '
Rapidogrnph,Kue�ffell dt Esser,or Faber Castell. The dimensions No foreign matter larger than one-half(1/2) inch in size will be pressure of 150 pounds per square inch and proven watertight prior E DRAWN i ' fit SHEET
or 5
shall be made so as to be easily readable even on the final controller I. Non-pressure buried lateral line piping shall be PVC Schedule 40 permitted in the initial backfill. to paving. (I J&Wta AM, CI 92� L 4_
chart (see Section C). The original mylar 'record drawing' plan with solvent-weld joints when installed in planting areas. er` f' %� (n4)2%4822 FaX(79) 752-2
shall be submitted to the City of Rancho Cucamonga for approval 3. Flooding of trenches will be permitted only with approval of the 4. Sustain pressure in lines for not less than six (6) hours. If leaks '9/E' OF C�`1(C� CHECKED ORAWI`IG No
dRCE NO
-
prior replace joints and repeat test until entire system is proven / S
prior to the completion of the controller chart. Z. Non-pressure lateral line piping installed under paved areas shall be City of Rancho Cucamonga. pl�'p DATE fllE NO L�
PVC Schedule 40 with solvent welded joints. watertight.
SHEET NO?OF9
all
BENCH MARK
FOR CONCRETE INFORMATION REFER TO THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY BENCH MARK
OF RANCHO CUCAMONGA). REFER TO SECTIONS 4,201,303,AND 400, AS AT THE NWC OFF HAVEN AVE.&
WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND 19TH ST.,44 FT. HAVEN &
CONCRETE 1 CONCRETE FINISHES E. Plant list - Is indicated on drawings. 14.PLANTING VINES, SHRUBS, AND GROUND COVERS 83 Ff. N.�19TH STT.,., SET DRIVE
POST INSTALLATION OF CONCRETE WORK", MATERIALS, LABOR,AND B. Fertilization - Fertilize three (3) weeks after planting with 5 PIN W/C.S.TAG IN TOP AT THE
�. SCOPE Flat surfaces shall be and
jai ed ce the required levels and slopes nd A. Vines and shrubs shall De planted in pits 2 TlM ES Zk1E WiDTH pounds 16-6-8 per 1,000 sq. ft. ; fertilize thereafter ever
CLEAN-UP. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS F. Sites of Plants - Shall be as stated on the Plan. Container D Y
hen any excess water and laitance remoyed. Concrete shall De stock 1-gallon, 5-gallon, and 15-gallon) shall have been grown OF THE ROOT BALL. thirty (30) days. E. END OF A HEAD WALL FOR
CONSTRUCTION IS AVAILABLE FROM: BNi BUILDING NEWS impacted with a grid tamper and then floated to u true level rface in containers for at least one (1) year, but not over two years. 3-24" CMP--ELEV. 1430.686
wi in the tolerance of 1/8" along a 10" straight edge. C. Disease and Pest Control - For control of slugs and snails,
3055 OVERLAND AVE. 9
LOS ANGELES, CA 90034 G. Substitutions - Substitutions for the indicated plant materialsof thr the apply pelletized trica cium arsinate 5% by weight and
A. Ful"I'lil and 5rt all bull!%, aridP "qu metaldehyde 5% by weight as per manufacturer's recommendations
See p ns for concrete finish in landscape areas. will be permitted provided the substitute materials area roved two (2) weeks after installation.
(310)202-7775 P P nosettledtarrpimqaindAli
11• EXPAN N JOINTS W ADVANCE BY THE LA., and the substitutions are made at no
additional cost to the CITY . Except for authorized variations, Mee 1k. ill For control of cutworms and other soil insects, apply Metro
Placement o expansion joints shall be as directed d determined by
- `�"' all substitute plant materials shall conform to theIn Mee brand soildrin as per manufacturer's recommendations two (2)
requirements of these specifications. If the accepted substitue weeks after installation. This product contains Dieldrin,
G. Gepll:po�p ow st layouts of sl markings noted "E.J." on drawings Expansion joint
material shall Quick Joint, ora roved equal or as noted in materials are of a less value than those indicated or specified,
• DD q the Contract price will be adjusted in accordance with the B. Prepare a depressed water basin as wide as plant balls at each Lindane and Phosphorothioate.
Plans. provisions of the contract. plant. Water thoroughly, backfilling any voids with additional
re area planting mix. Exterminate
2. GENERAL P P D 9 gophers and moles and repair damage.
12. PROTECTION M. Plants Not Approved - Plants not approved are to s. removed from C. Ground Covers D. Pruning - All shrubs and trees shall be in
All requirements of subsection 3.31 standard specifications f site immediately and replaced with suitable plants. The L.A. 9 pinch pruned as
Public works construction, shall apply except as specified rein. All finished concrete rk shall De Darr' aded to pedestrian traffic necessary to encourage new growth and to eliminate rank Sucher
PP Y and/or City reserves the right to reject entire lots of plants
for three (3) days. Bar codes shall placed immediately after (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be
concrete finishing. Contr for shall urnish, lace, and remove all represented by defective samples.
3• MATERIALS 9• - P cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of
of his own barricades. Con actor all be responsible for any plants shall be planted in dry soil. the city maintenance inspector.
A. Portland cement shall conform to ASTM-CI50, Type I o ype 1i. damage to new construction an re acement•or repair of the work S. FERTILIZERS AND SOIL CONDITIONERS
shall be made without added co o the City. (2) Set plants in center of pits so that crown of plant will be E. Weeding - All planting areas including lawn, groundcover and
Samples of all soil ammendments, sod and plants shall be submitted for level with finish grade after settling of soil, then shrub areas shall be ke
Concrete aggregate shall conform to ASTM-C33. inspection and stored one the site until furnishing materials of is pt weed-free at all times. Weeds shall
backfill and water. be dug out by the roots and disposed of off site.
1 3 PATCHING G completed. Delivery may begin upon approval of samples or as directed by
C. ter shall be clean, free from Strong atlas, kali, Oil Or organic � L.A. and the City.
ma r. (3) Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the Contracot
If patching is necessary nd permissib , a bonding agent such as 4" but not more than 6" in length. shall fertilize per #26 - Lawn Maintenance and 127 Groundcovers
Meld-Crete, or equal, all be used. A. Organic fertilizer shall be processed sewage sludge with a
D. Admixtu for all formed concrete shall S1 KA Chemical Cor s q and Shrub Area Maintenance of [hese specifications.
P' minimum content of lY nitrogen and 2% Phosphoric Acid similar to 15TREES AND VINES OCCURNG IN LAWNS
"Plastime or approved equal , applied n strict accordance with "Nitrohumus". Method of processing shall not destroy normal Qs. GUARANT7:E AND REPLACMENTS
manufacture directions. 1 4. CONCRETE CU S bacterial content.
Trees and vines occurinig in lawn shall be planted before final
E. Reinforcement: inforcin steel TM-A15 and ASTM-A305. Construct concre curbs at locations shown on Tans as detailed, preparation of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as
9 true to line a rade, as approved b the local ount or Cit Use B. Nitrogen stabilized sawdust shall be bulk, with the following period of ninety (90) days after
Wirefabric: ASTM- 5. 9 pp y y y' nitrogen content based on dr weight: to growth and health for a
natural grey rtland cement concrete, 2000 psi c ressive strength. 9 y g t• 16, CARE OF PLANTS BEFOR AND DURING PLANTING specified maintenance
completion of the s period, and/or final
F. Forms Locate expa ion joints as detailed or shown, and a directed, at 0.5X for Redwood Sawdust acceptance by the city. All trees up to 20" box size shall be
intervals of to exceed fifteen feet (15'). Finish th steel Plants shall not be allowed to dry out before or while being planted. guaranteed b
Lumber shall be "con ction grade" douglas fir. O.7t for fir Sawdust y Contractor to live and grow in an acceptable
trowel, en brush with bristle brush parallel to face r edge. Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a
(?) Plywood used for for n shall De at least 5/8" thick, and edge 1.Ot for Bark or Pine Bark or Mixure period of six (6) months after completion
sealed. all times during planting operations. Do not expose roots to the air of the specified maintenance period, and/or final acceptance by
15. CL N-UP Salinity - The saturation extract conductivity shall not exceed except while being placed in the ground. Wilted plants, whether in place 0I the city. Trees in 20" boxes or larger, and all field grown
G. Expansion ,joint fill shall confor with ASTM-D1751 (premolded). 3.5 millimhos / cm at 25C. or,not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in
Up completion of all concrete work and before final accept ce, expense. an acceptable upright position for a
period of one (1) year
ntractor shall remove all tools, surplus materials, apparatu after completion of the specified maintenance period, and/or
4. CONCRETE debris, etc., from the site and the site shall be left in a clea Commercial fertilizer shall be delivered in sacks with manufacturer's 17,WATERING BASINS city acceptace.
A. Quality neat condition acceptable to City.
�___y label showing weight and-analysis attached to each sack. A. Construct a firmly compacted mound of soil around each tree and B. All plants that show signs of failing growth at any time during
(1) Contr for assumes responsibility for the de n mix and 9STAKING MATERIALS plant to form a watering basin at the edge of and following the the life of the Contract, includir._ the maintenance period or
guar ntees the specified ultimate strength as .icated or shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for
Sp ified herein. LANDSCAPE CONSTRUCTION A. Tree stakingshall be as from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and
per detail. at least 4" high. Mounds for all other trees, vines or plants size at the expense of the Contractor.
(2) ncrete, minimum 28-day ultimate strength shall De 000 psi. �. SCOPE
(3) easy-mixed concrete shall conform to ASTM-C94. B. Ties for holding trees shall be as per detail. not otherwise specified shall be at least 2" high. Excavated
The work of this section includes all labor, materials and equipment earth, if capable of retaining water, may be used. Any C. Contractor shall, within 5 days notice by the city remove and
required to complete the work indicated on drawings. The work shall be settlement within the basins retaining water shall be refilled replace all guaranteed plant materials which for any reason fail
B. roportions and Consistence P 9 1QGRADiNG AND SOIL PREPARATION
performed in accordance with the best standards of practice relating to to the required grade with prep red soil , and additional to meet the requirements of the guarantee. Replacement shall be
the various trades and under the continuous supervision of a competent A. Contractor is to finish grade to within 1/10th of a foot or 1" nitrogen stablilized sawdust worked into the surface as required made with plant material as indicated or specified for the
(1) The proportions of aggregate to cement shall provide a dense to restore the mulched condition. original planting, and all such replacement materials shall be
mixture which will readilywork into all corners of the for foreman, capable of interpreting the drawings and these specifications. below paving where paving exists.
and around all reinforcements without an se re ation of The work included in this section is as follows: guaranteed as specified for the original guaranteed materials.
Y 9 9 B. Moisture Content - The soils shall not be worked when the B. At the end of the 180 day maintenance period all watering basins D.ALL PLANT MATERIALS SHALL-BE GUARANTEED AGAINST POOR MATERIALS AND/C I `,VORKMANSHiP
materials, cause excess free water to collect on the sur ce or moisture content is so great that excessibe compaction will
cause excessible bleeding of the forms. Finish grading for planting, soil presparation, fertilization, planting, 9 P in lawn areas shall be leveled to finish grade and the area FOR A PERIOD OF ONE YEAR AFTER CITY ACCEPTANCE. REPLACEMENT SALL BE ,, +O COST TO CITY.
including lawn, maintenbnce, inspection and certifications, guarantees, occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod.
(2) recommended practices of the American Concrete nstitute clean-up, staking, guying, and esparliering, miscellaneous allowances. or that clods will not break readily. Water shall be applied if27. CLEAN-UP
Upon completion of the work in this section, Contractor shall remove all
necessary to provide ideal moisture content for tilling and for 18, W ASG rubbish, trash and debris resulting from the operations; remove disused
slp hall not exceed three (3) inches for fo ngs, slabs
sha be followed in all applicable procedures. a maximum planting. equipment and implements of service; leave entire area involved in a neat
um
ongrade, and mass concrete five (5) inches fo foundation walls. Z. APPROVALS A. Immediately after planting, water shall be applied to each tree and acceptable condition such as to meet the approval of the city.
C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate
a manner as to anticipate the finish grading. Excess soils stream in the 1
C. Control A. All sprinkler work shall inspected and approved prior to the start of planting holes until the material about the roots
any work. shall be removed or redistributed before application of is completely saturated from the bottom of the hole to the top X E R 1S'C A P E A S S E S S M ENT SYSTEM SUMMARY
The concrete quality, roportions, consist y, etc., is subject to fertilizer and mulch. Where soil is to be replaced by plants of the ground.
approval of Owner, and changes shall D made without his prior B. Prior to excavation for planting or placing of stakes, locate all and mulch, allowance shall be made so that when finish grading
written approval. p has begun, there shall be no deficiency in the specified depth y g POINTS REFERENCE
utilities, electric cables, conduits, sprinkler lines, heads, valves, B. Plants which cannot De watered efficient) with the existing
and valve control wires, and all utility lines so that proper of mulched planting beds. water system shall be watered by means of a hose. CLAIMED (ShcetIl/R 0)
precautions may be taken not to damage such improvements. In the LANDSCAPE(Point Value)
S. FORMWORK event of a conflict between such lines and plant locations, promptly D. Weeding - Before and during preliminary and finish grading, all C. Apply water in sufficient quantities, and as often as seasonal
A. Forms for concrete work shall b ther metal or wood. Forms that y y p g weeds and grasses shall be dug out by the roots and disposed of
motif the Cit ins actor who shall arran a for relocation for one conditions require, to keep the ground wet at all times, well 1. Water conserving plants.(20j 2.
l ibelow the root s
h
f t d dgrasses noothe perennial h
i
off site (except those weeds an
are warped or that do not have sm th straight upoer edge shall not or the other. Failure to follow this procedure places upon oystem of grass and planting. Care is to be
be used. Forms shall be set ith the per edge of the board true to Contractor the responsibility for, at his own expense, making any and type, less than 2-1/2" high and not bearing seeds, which may be taken in watering slopes so as not to cause erosion damage. .2. Turf limited to 25% (45%residcniial.(20) 20 .2.
all repairs for dams es resulting from work hereunder. turned under). Oats more than 2-1/2" high and not bearing seeds
line and grade and shall b staked rig in place with stakes set p g g may be turned under. Perennial weeds and grasses to be removed D. Following the planting of ground cover plants furnished in 3. Plants gauped by watering need.(101 0 2.
not more than four feet ) apart so as t remain immovable include, but are not limited to, the following: flats, each plant shall be immediately and thoroughly watered by
throughout the constru ion. All forms sha) be approved by Owner
within a tolerance df one percent (1X). All m erials shall be means of a hose with a slow-running stream of water. 4, Hatdscapc(non•irrigaicd)surfaccs.(!O) ID
accurately and septolerance
Lely weighted and mixing sh i continue until 3. QUANTITIES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plant
the distribution material is uniform and the ma o` concrete is Plant materials shall be furnished in the quantities and/or spacing as Alfalfa Johnson Grass Wire Weed Morning Glory 1 9.TREE STAKING TREE STAKING PER CITY STD.505.
9 Y S. Pcrmabic paving.(5)
homogeneous. shown or noted for each location and shail be of the species, kinds, St. Augustine Grass - uyed trees at time of planting by pla n the
sizes, etc. , as symbolized and/or described in the "Plant Material E. All planting areas shall be scarified to a depth of 12 inches prepared hole an into Plant the tree as 6. Low•wzw turf varieties.(Sj r.J' 4.
B. Two and one- alf (2 1/2) gallons of water per cubic yard, hall be Legend", as indicated on the drawings. The L.A. has prepared this list close to the stake as o c roots. Fasten the
withheld f om the mix at the plant, and all or a portion ma De added only as a convenience to Contractor and assumes no responsibility for its below grade with the spacing of the ripper teeth no greater than tree to th o stake in at least three places u 7. Mulch providadin non-pound cover nrcas.(5)
to the fe
at the job site as directed by the inspector. The accuracy. The Landscape Contractor is to verify all sizes and inches center prior to placing conditioner and
fertilizerss.. All rock and debris more than 2" in diamter shall 20. ESPAIJFR04G VAS E. Soilamendmcnts.(5)
u
concre shall be mixed at least 5 minutes after such water is dad nantities• be removed from the site.
and t less than 3 minutes of this time shall be immediately pri
to a discharge of the batch. Total mixing time after adding 4 VERIFICATION OF DIMENSIONS AND QUANTITIES F. Trenches - If sprinkler system is installed after grading and All trellises and stakes are to ai removed from plants and the plants TOU1POinlsClaimcd:
ginal water shall be at least 15 minutes. � D y g 9 •
g p peer portion of the backfill shall be fastened and trained against fences or walls as directed by the
erti�tilizin is completed, the u
Dimensions ire approximate. Before proceeding with any work, Contractor City. (Minimum Points Required: 60)
C Concrete which is not placed within 90 minutes after the introductio shall verify all dimensions and quantities and shall immediately inform shall be retilled and fertilized to the depth specified for the
L.A.
and City of any discrepancies between the drawings and/or tr-z 'requir-d, to conform to the specifications.
of cement and water, and concrete which has stood for 30 minutes 9 Z 1♦CERTiRCATES
after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area 1 1. FINISH GRADING IRRIGATION(Point Value)
6. O NVEYIN G AND PLACING where there is such a discrepancy until approval for same has been given In addition to any other certificates specified, Contractor shall furnish
D L.A. and cit a certificate with each delivery of bulk material, stating the source, 1. Low gallonage irrigationrystem.(201 �Lf✓ 2
Y y• When preliminary grading, including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the
complete and the soil has dried sufficiently to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer, the 2. Automatic eontrolier.[20] 1GLi 2.
A. Be a pouring, all forms shall be thoroughly cleaned an ade tight. 5, INSPECTION lawn and planting areas shall be graded to the elevations indicated on certificate shall also state the volume, net weight, percent of Nitrogen
The b tom of trenches shall be wet down before pourin ootings; the drawings. Grades not otherwise indicated shall be uniform levels or r-f n
earth s 11 not be muddy at the time of pouring. Co ete shall not A. All inspections shall be made by L.A. and city. Contractor shall 9 and percent of Phosphoric acid. for each fertilizer and soil 3. Designed to water plants by watering net&.(101 1 L
be place ntil reinforcements, rough hardware, and orms are request inspection at least two (2) days in advance of the time n
slopes between points where elevations are given. Minor adjustments of conditioner in containers, a similar certificate or invoice shall be
approved by wner. inspection is required.
finish grades shall be made at the direction of the city, if required. furnished stating total quantities by weight and volume for each 4. Soil moisture sensors.(lOJ 1V .L..
material. These certificates shall be submitted to the L.A. and city
B. Inspection will be required for the following parts of the work: Finish grade shall be a smooth, even and uniform plane without abrupt prier to the start of the maintenance period.
B. Before depositin new concrete against old c trete, all laitance g g 5. Rainsensors.(S)
change of surface. Soil areas adjacent to buildings to allow a natural
shall be removed, d the surfaces roughen to expose the embedded run-off of water, and surface drainage shall be directed as indicated on 2Z PROTECTION 6. Wind sensors.(5J
(1) During finish grading and soil preparation. the drawings b remodeling surfaces to facilitate the natural "run-off"
aggregate. The surf es shall then Dec eyed with cement grout, 9 Y 9 Contractor shall carefully and continuously protect all areas included in
using the specified mi with 1/2 of th course aggregate omitted, of water. Low spots and pockets shall be one inch below grade of the Contract, includingplant materials, fences, supports, etc., until 7. Sensitive to sl Factors.
1-1/2" thick. (2) Plants, after delivery to site and prior to planting. adjacent avment of an kind.. Gradin shall be done when soil is at e D (�
P y 9 final acceptance of the work by the L.A. and city.
(3) When vines, shrubs, and trees are spotted for planting, but
Optimum moisture content for working. 8. Reclaimed orrc ledwatU,[S)
C. Conveying and placing of con to hall be done so as to prevent planting holes are not excavated. 2 3 MAIN'FANCE
separation of ingredients, and no case shall the free fall exceed Total Points Claimed:
6 feet. Tremies shall be use as equired. Surfaces of concrete (4) Specimen trees at source, before delivery. A. Contractor shall maintain a sufficient number of men and
shall be kept reasonably le 1 , wi a minimum amount of Concrete 12• METHOD OF PLANING AND WORK PROCEDURE (Minimum Points Required: 60)
being allowed to flow aft being pla d. Placing shall be adequate equipment to perform the work herein specified. Plan
performed as a continuo operation un 1 each section is completed. (5) Lawn areas prior to planting. maintenance work shall consist of applying water, weeding,
P P P
A. No planting shall be done until all operations in conjunction
D. Concrete shall be s dad and vibrated with chanical vibrators to (6) Planting areas prior to planting. with the installation of the sprinkler system have been caring for plants, including groundcovers, shrubs and trees,
a maximum subside e, without separation of i radiants. the moving havelbeen, final properlyrgdradedes aandve bpeeparedbassspecifiiedplanditheng areas edging, aerating, and mowing of lawns, fertilizing and control
of concrete by ration will not De permitted. (7) All landscape construction items, prior to the start of the of pests and diseases.
calendar day maintenance period ("Final inspection"). work approved by the city.
B. Damage to any planted area shall be repaired immediately.
7. GROUT Y P B. The relative position of all trees and plants is subject to Depressions caused by vehicles or foot traffic shall be filled
(8) At completion of 180 calendar da maintenance period ("Final
A. Grout s 1 De composed of one art Portland Cement an wo arts of Maintenance inspection"). approval by the City and shall, if necessary, be relocated as with topsoil, leveled, and replanted. Exterminate gophers and
P P D directed as part of the Contract. moles, and repair damage.
fine regate by volume. Materials shall be mixed dry a water (9j Inspection reports shall be made for each inspection by the C. The entire project shall be maintained for a period of 180 days
adde just sufficient to make the mixture flow under its ow weight. L.A. and one copy shall be submitted to city and Contractor. C. All plants shall be removed fromTHEiR container and set so commencing from the time all items of work have been complete to
me
ation
o the
B. r dry tamp cement grout, a minimum of water shall be added to he
that,
that they borettoytheanaturalr the agradelbeforetbeing required
the satisfaction of L.A. and city.
mix so that when wet sample is squeezed hard in the hand, surface transplanted.they
plant shall be grade
in the center of the
moisture, but no free water, shall appear on the sample. Do not m Q. CERTIFICATION aTIONit and backfilled unless otherwise specified, with the prepared D. The project shall be cared for in a neat, clean condition at all
more than can be used ih 30 minutes. P timers to the satisfaction of city and L.A.
Prior to job acceptance, written certifications shall be submitted to the soil. No soil in muddy condition shall be used for backfilling.
8. C IN G AND PROTECTION city for the following: No filling will be permitted around trunks or stems. All broken 24.LAWN MANTA
or frayed roots shall be properly cut off. NCE
A. All a osed surfaces of concrete shall be rotected from age due A. Quantity and Quality of Commercial Fertilizer and Organic A. Watering - Water every clay once per day for two weeks and
D g Fertilizer. D. L.A. and/or city shall supervise the placing and planting of all
to tem azure, elements, and construction o erations. therefter gradually redu•.t frequency of watering to three times
D P plants. CITY
per week. Contractor sh,.11 continue to maintain the )awn until DESCRIPTION OF REVISION GATE At�R�v't0
B. Curin B. Quantity and Quality of all Soil Amendments called for by Plans E. In the event that underground construction work or obstructions final acceptance by the L.A. and city.
and Specifications.
are encountered in the planting operation, alternate locations B. Fertilizing - Apply 16-6-8 at the rate of 5 pounds per 1,000 CITY OF R�A N C H 0 CUCAMO'Fkwl^A
(1) All expose surfaces of concrete shall be otectee from for plant material will be selected by L.A. and city operation
premature dr ng and freshly placed cont to shall be protected 7. MATERIALS will be done at no Pill cost to City. square feet three weeks after installation and water immediately
against wash b rain. All concrete sh I be kept wet for athereafter.
period of ten da after placing. I order that curing water Plant materials indicated on drawings and herein specif►ie0 shall conform
may reach both su ces of walls, a forms shall be loosened to the following: 13, PLANTING OF TREES C. Diseases Pest Control - Two weeks after installatin of lawn, TERRA VIS TA
and water shall be ured over t tops of the walls and allowed
to run down between t concre and the forms. A. Nomenclature - Plant names indicated on the drawings conform the A. Position plants in locations indicated on drawings and secure apply a granular mercurial fungicide of 1.8% mercurous chloride
'rStandard Plant Names" established by the American Joint approval before excavating pits, making necessary adjustments as as per manufacturer's recommendation.
TRACT 14407 - 1
(2) All liquid curing compoun shall be used in accordance with the
Committee on Horticulture, Except for names covered therein, the indicated. D. Mowing - The lawn shall be mowed at a height of 1-1/2" with s L O T " A 9
established custom of the nursery is followed. rotary mower, equipped with rollers, before it reaches 2" in
manufacturer's recommen i s and shall not be used on surfaces r B. All pits for trees shall be dug square with bottoms level, the height. Collect grass clipping during mowing operations and
BCondition - Plants shall be symmetrical, typical for variety length of sides and depth equal to two times the diameter of the
receiving concrete haener.
9. DEFECTIVE CONCR E and species, sound, healthy, vigorous, free from plant disease, tree ball ASPER DETAIL remove from the site. SPECIFICATIONS
.
ll
A. Concrete which is no in accordance with these specifications, out of insect pests, or their eggs, and shall have healthy, normal root a After each cutting, the edge of the grass shall be trimmed to a LEWIS HOMES
line, level, or pl D; snowing structural acks, rock pockets, systems, well-filling their containers, but not to the point of neat and uniform line. The lawn edges shall be maintained
voids, spalls, h eycombing, exposed reinfo ing or other damaged being root bound. Plants shall not be pruned AT ANYTIME, and in neatly at all times.
surfaces shall a considered as defective. no case shall trees be topped. �`���r»� l APPROVED BY, DATE���
C. Set plants in center of it, an a vertical position, so that 25, GROUNDCOVERS AND SHRUB AREA MAINTANCE W S 241-53
C. Dimensions - The height and spread of all plant material shall D P P �_��'�
11 be removed from posed concrete De measured with branches in their normal position, and shall be crown of ball will be level with finish grade arter allowing for �.� R� 41'` "� CITY E N GIN E E R� RC.E N0. �5 3
B. All fins nd irregularities Sha P P watering and settling and shall bear the same relationship to N. watering - new planting shall be watered once per day for two
surfac while the concrete is still green. Where p thing is as indicated on the drawings. The caliper of all trees shall be 9 q �2 week after installation. Reduce watering to every other Q DESIGN � ���.TTr� ��v�Yy���T.T T�rT� RECOMMENDED
requ ed, all loose and unfirm concrete shall be remov prior to measured 4'-0" above the surface of the round. Where caliper the finish grade that it did to the soil surface in the LAND D CLJIV mN LTD
g P day for ..he next two (2) weeks. Mater thereafter three (3) � � � I � j� +
p hing. Minor rock pockets end honeycombing shall be tched with of other dimensions of any plant materials are omitted for the container. /�,
times per week until final acceptance. "+ ►�J�i ( AChj ( I►L°/ C Iry>g
y pack concrete. "Plant Legend", it shall be understood that these plant oel- �- 3 -nr
materials shall be normal stock for type listed. D. Prepare depressed water basin as PER DETAIL b at each
nal [ DRAWN TTSO Earl Deere Avenue SHEET
D. Ins ection - All plant materials must have been previously Santa Ana, CA 92705 L 5 OF-5 -
iected at the nursery DY the County Horticultral Department, I�-s ✓L�( 714)250-4822 Fax(714) 752-2469
P
and shall be subject to the inspection and approval of the L.A. or CAL CHECKED DRAWING NO
before planting. 1C"
R.0 E NO / i
-�� DATE FILE NO L•�
SHEET NO. 9 OF 9 .