HomeMy WebLinkAbout1456-L 92664
iYPIC.4l BUILDING WALL 1 �
j ala AL7TCMATIG CO+.TR"JILER ASSEIA9LYSOEti►ALK,CL", / 12"MAIL NEXT TO WALK
t TO BE WAMn.-TFD
LL
ETC' 36•M'N W-IEN IN FRJ:T
COMMON MIRE SHALL BE TIED INSIDESIDEWALX,CURB, OF PCRKING STALLS GATE VALVE BRASS NIPPLE(TYP S PUCfS)
-
HOUSING Vr-1Ek REQUIRED ETC.1 TEST COCK(TYP 2 PLACES)
ON-OFT S'% TCH TO BE PROVIDED BY 12"ROUND PLASTIC SOX S ` REDUCED PRESSURE
CONTRACTOR SvER FINISH GRADE BACKFLOW PREVENTION SSS ELBOW
or SHR 1B AREAS
1 0 SLEEVE FOR CONTROL MIRES PROVOED BY �. _ _ NIPPEJE
GENERAL CON'TRACTOR (2") ta)RL TYPE D%PANS10N LOOP ^
(MIN 24') ' I WISE B!EB-BENT NOSE TYPE BRASS W1(?I
ELECTRICAL CONDUIT TO INDEPENDEt,T 4 • `l � �r :TRAINER 0 Lb �
MATE RPROOFEO WIRE CONNECTION * ` ♦ ' `
• �•- �� MESH MONEL
SD SCE(G1.?RJL LrJ'T E ECTRICAL + ♦♦♦♦*♦+•f+*`♦`i♦ Fr
REQ EMLh;S 115V ,6' Cyr,,24MPS MAX C►IRISTY'S ID TAG(STANilARD) ♦ ♦ * ♦ + + t
r f t t ♦ +i + + FiN!SH GRADE n �. ..•
SECURE TO SOLENOID
+ ♦ ' +fes ♦' SHRUB AREAS L{! �ELM ♦ PVC SDI. 40
NOTES; PIGTAIL ♦ +` O HALE ADAPTOR
1. C w M 7N W'RE TO BE W H'TE B CON I ROl
NOW PRESSURE I �1�'
FINISH GRADE a LINE FITTING STAINLESS STEEL CLAMP
V,IRF TO BE BLACK IN COLOR. LAWN AREAS
(2 PLACES) {BASS NIPPLE
rx , RJM
v � 2. NO SPLICES 5 HAl L BE hlA DE BETwT_E N .. 3/4"BRASS N t PP.E GATE VALVE
l CON Ra LTR 6 REMO`rE CONTROL VALVE. WIN.m•
FINISH GRADE LENGTH AS REQUIRED RELIEF DESIGN GROUP, INC.
3. COh^ROL V FING SEOJENCE COLMLSPONDS PVC UNE PPE r Y
"�.I� LINE RAYYiYC AY11 IwY11K AK ARC1frTtr-Tl'R[
.,• 6" THICK BY 12" L
TO C>�FiAT iµ9 SEQUENCE OF REv�i TE 1• • � r�w..w..•...•..�.".rtw...-w r...�w.
O ! SOLENOID PVC SUPPLY LINE (S a S R T) LOOSE �
CONTRJL VtLVEs 6 AJTDu4TIC CONTROL- 1 30
LER UN'T STATION CCk�+NECT)ON (SEE s• �,,: , ;„' F17tiifr WIDE CONC. � HOSE 6198
IX
TPR GG-I)N F AN R1� C`wRf Cl VCLVE �. �; FLAW ADJUSTMENT -3/< SCH. BD PVC NIPPLE BR ELBOW
SEOUE ''E ) . ''t' �2•LONGS PIPE T
M N IYpP P 1 `�: •�•�(MIN J Cu FT. Stili AO PVC ELBOIR BRASS PIPE C T L E
F`AS4T CON:kJLET FOR w RE C'DN':ET-,*NS ( ) PRESSURE SUPPLY - BRASS EL80N
NG WAE NJTS LINE-INTAKE
PVC SCFi 40 MALE ADAPTOR3/4 s;,'H.BO PVC NIPPLEAL TL.°£-TACE M't2N,$ AT IhTEFVALS OF �1 (TYP 2 PLACES) PVC SUPPLY 4"LONG \
I►f1 ^I IO FEET ON CENTER PVC UNE PIPE UNE SCM 40 PVr. ELBOG'
� %b TNG(RwG OF L PVC SUPPLY LINE FITTING MOTE:
TD CC►.TRCk UNIT AT TERMINALS PILOT WIRE COMMON WIRE
(SaSaS) • EOUiPME?R TO BE INSTALLED RTA MINIMUM OF 127 FROM WALLS,SLDGS,ETC. .
2'a t'•REDwOOD STAKE (WDUGH)
NOTE! N7TE t. USE TEFLON TAPE ON • WHEN UNIT IS NEXT TO BUILDING,WALL,ETC,TEST COCKS ARE TO BE
1) VALVES ARE TO of INSTALLED N 940US AREAS UNLESS OTHERWISE APPROVED. ALL THREADED FITTINGS. MIN 36•LOA; CA AS SITE ON OUTSIDE. �•R)
I t 1 LOMMDN WIRE TO ALL R C Y'S Z) %"04 "t T►WA ONE VALVE IS LOCATED N Tot SAME AREA. PROVIDE A SPACE 2. INSTAL W Sw�UB OR GROUND COVER
REQUIRES • ALL UNDERGROUND PPES SMELL BE DOUBLE WRAPPED WITH APPROVED V
v A MIN OF N T. APART. AREAS 3 HOSE a ONLY-
LTO FACE CURB, SIDEWALK,ETC. Z
I CONTROL WIRE TO EACH R C V. TAPE WHEN USING GALV MEL PIPE.
I �) USE TEFLON TAPE ON ALLTHREADE�� FITTINGS.
TYPICAL AUTOMATIC CONTROLLER ASSEMBLY 2 TYPICAL REMOTE CONTROL VALVE ASSEMBLY 3 TYPICAL HOSE BIBB ASSEMBLY 4 TYPICAL BACKFLOW PREVENTER ASSEMBLY 0
cV,-1. NO SC-ALF-'67 • i/�i j•-102 : NO SCALE (2 V2 ANO S-.CIER) JR 95 2
N j 5=1�_ ( � M�•;h T E D TYPE ) R -t3<
T
Q
SPECIFICATIONS --�
U
P 0.C. TO EXIST. EXISTING BUILDING
a � 11 O
II Al �L �� a 1 V2 COPPER LINE O G 1 . ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO LOCAL BUILDING 0
�1 AND PLUMBING CODES HAVING JURISDICTION. T_
h �
1 P BACKFLOW 2 . APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THIS PORTION OF THE T_
EXIST. WATER n � ! PREVENTION � U
6 WORK. Z
METER � [��] •. ASSEMBLY O
3 . PROTECT THIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE AS A Q
LLl n ;SII I' RESULT OF THIS WORK.
Ill j L:J '"1
Z Z cc
t • --- 4. PRIOR TO SUBMITTING BID, EXAMINE THE SITE AND THE CONDITIONS r ^ O
> THEREOF. SIDEWALK, CURB, V
ETC.
L A2 J 5 . THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE �^
f� SII AUTOMATIC CONTROLLER A CONTRACTOR SHALL INSTALL NEW FURNISHING ALL LABOR, MATERIALS, TOOLS, MACHINERY, AND EQUIPMENT CEJ SPRwKLER NOZZLE w
NECESSARY TO INSTALL A COMPLETE SPRINKLER SYSTEM AS SHOWN ON • ''
s �) 6 STATIONS ��CCINDUIT WITH TWO 14 WIRES THE IRRIGATION PLANS, INCLUDING TRENCHING, BACKFILLING, ETC. ��•-. _ -UP Boer ASSEMBLY
< 7-
NDfPENDEHT 115VIbWYG2 AMP ELECTRIC CIFICUT TO • (INSTALL I/2-ABCVE
BE PHowoco er TO EXIST ELECTRICAL PANEL AS
OONTRACTOR •6 PRIOR TO COMMENCING WORK ON THE PROJECT, ARRANGE AN ON SITE FINISH GRADE)
EXACT LOCATION TO BE DEIERMINED IN THE FIELD PER LOCAL CODE
If'LII (� � •• - y CONFERENCE WITH THE CITY, OR HIS DULY APPOINTED REPRESENTATIVE. W
1-4
7. THE INSTALLATION AND OPERATION OF THE SYSTEM MUST BE APPROVED BY Q
cn LJ
THE CITY. FINISH GRADE J Q
G
GENERAL LEGEND 8. IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE PVC scH, e0 NIPPLE m
DRAWINGS, NOTIFY THE CITY BEFORE PROCEEDING WITH THE WORK. SIZE AS REQUIRED < ^ '
DRILL UNDER O SYMBOLS DESCRIPTIONS MANUFACTURER A PART NO. REFERENCE 9. COORDINATE THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PVC SCH.40 STREET [-I "
EXIST. PLANING
P 0. C. POINT OF CCNNECIION SPECIFICATION PIPE, WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE
(DI PLANTING OF TREES, SHRUBS, OR OTHER PLANTING.
PVC SCH.40 ELBOW
e - PRESSURE SUPPLY LINES 81 SIZE 2"& SML SCHEDULE 40 P.V.C. SPECIFICATION e2
(„�,� I I PVC 5C}I 6e NIPPLE(S:zE As
NON-PRESSURE LINES 8 SIZE SCHE DUL E 40 P V.0 in. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A PVC TEE REOLI�RED)N FINAL POSITION
SPECIFICATION (�
COMPLETE SPRINKLER SYSTEM INSTALLED AND READY FOR USE WITHOUT Sasa7 OR R6ER SHALL BE AT
-_ SLEEVES GALVANIZED STEEL FURTHER COST TO THE OWNER. Eteow 4s' ANNE
I!LI A I CONTROLLER SEOUENCE
Q Zr 112 A 15 _ p GALLONS PER MINUTE 11 . RECORD ACCURATELY ON ONE SET OF REPRODUCIBLE PRINTS OF THE (D
iu I REMOTE CONTROL VALVE SIZE DRAWINGS, AN AS-BUILT PLAN KEPT UP TO DATE AS THE PROJECT IS UNDER PVC SCH.40 STREET ELBOW
CONSTRUCTION. IN ADDITION, DIMENSION FROM TWO PERMANENT POINTS
f ® AUTOMATIC CONTROLLERS RAIN BIRD HP-6 DETAIL NO. 1 OF REFERENCE THE LOCATION OF THE PRESSURE SUPPLY LINE ROUTING,
1
In 4) REMOTE CONTROL VALVES HARDIE 100 SERIES DETAIL NO. 2 ALL VALVES, PLUG TEES, AND CONTROL WIRE. LATERAL LINE (SIZE AS NOTED ON DRAWING 1
n
0 HOSE BIBBS--LOOSE KEY TYPE CHAMPION B-401-LK DETAIL NO. 3 12. THE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED FOR A NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS
BACKFLOW PREVENTION ASSEMBLY WILKINS 575- 1" DETAIL NO. 4 PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. MANUFACTURER
tti WARRANTIES SHALL NOT REPLACE THIS GUARANTEE AND THE CONTRACTOR 5 TYPICAL SPRINKLER HEAD ASSEMBLY
I� MOISTURE SENSOR HYDROVISOR HV7-20-30CB DETAIL NO.6 SHALL BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED MATERIAL.
NO SCALA --- JR O(/A 64
13. UPON COMPLETION ON THE WORK, REMOVE ALL EXCESS MATERIAL,
N EQUIPMENT AND WASTE TO THE SATISFACTION OF THE CITY.
14. THE SPRINKLER INSTALLATION SHALL BE DEEMED INCOMPLETE UNTIL ALL `
SPRINKLER HEADS, VALVES AND ALL RELATED IRRIGATION EQUIPMENT SHL L 1 ' 11 LE
Z II HAVE BEEN CHECKED AND ADJUSTED TO BEST CONFORM TO THE n- LANDSCAPE
CONDITIONS AND REQUIREMENTS THAT WILL PREVAIL AT THE FINISH SITE,
AND APPROVED AS-BUILT DRAWINGS HAVE BEEN SUBMITTED. THIS IRRIGATION PLAN
INCLUDES CHANGE'OF NOZZLES IF REQUIRED FOR PROPER COVERAGE. ASSOCIATED IRRIGATION CONSULTANTS
is. ALL SPRINKLER HEADS AND PIPING SHALL BE INSTALLED PER THEIR
. 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA
I EXISTING STATION SPRINKLER HEAD LEGEND DETAILS, IN THEIR RESPECTIVE LOCATIONS, AND SHALL BE OF THE 9002 s TEL NO. (2131 477-es25 FAx No.(2131 477-2813
MANUFACTURER NOTED UNLESS OTHERWISE APPROVED.
'ISP SYMBOL ARC RAD TRJ DESCRIPTION PSI GPM MFG. BODY NOZ. REFERENCE 15. ALL MATERIAL REQUIRED FOR THE PROJECT SHALL BE AS INDICATED IN THE R E V I S 1 O N S FOR CITY LMONKY
LEGEND AND INSTALLED ACCORDING TO SAME OR AS RECOMMENDED BY DATE DESCRIPTION APPP0VED 04IT1AL DATE
I V 90° 8' 5 5 FLAT SHF;UE3 HEAD 30 0.40 RAINE3IfZOSAM 1806 80-FLT DETAIL NO. 5
(Ill I MANUFACTURER. SIREET
I V 1800 8' 5 5° FLAT SHRUB HEAD 30 0.80 RAINBIRD SAM 1806 8H-FLT DETAIL NO. 5
t 7. ELECTRICAL SERVICE REQUIRED FOR CONTROLLER SHALL BE PROVIDED BY WATER SE WEA E . NUNS �,Ri E by'
p 900 12' 30 UNDE RSIZE SHRUB HEAD 30 0.65 RAINBIRD SAM 1806 120 DETAIL NO. 5 GAD i DRAIN
V 1800 12' 30 UNDERSIZE SHRUB HEAD 30 1.30 RAINBIRD SAM 1806 12H DETAIL NO. 5 CONTRACTOR. TRAYFIC
nl I 900 15' 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1806 150 DETAIL NO. 5 is. CONNECTION BETWEEN CONTROLLER AND REMOTE CONTROL VALVES SHALL FINAL CHECK
R w
m 900 8' 5 5- FLAT LAWN HEAD 30 0.40 RAINBIRD SAM 1806 B80-FLT DETAIL NO. 5 BE MADE WITH DIRECT BURIAL AWG-UF 600 VOLT WIRE. WIRE SIZING NO. ASCONS7
14, SPLICES WHERE PERMITTED SHALL BE WATER PROOFED.
I ' I ti• 100) 1800 8' 5 5° FLAT LAWN HEAD 30 0.80 RAINBIRD SAM 1806 B8H-FLT DETAIL NO. 5
CONNECT WIRES TO R.C.V. r,Htl
t AND WATERPROOF I m 900 12' 30 UNDERSIZE LAWN HEAD 30 0.65 RAINBIRD SAM 1806 120 DETAIL NO. 5 19. PLASTIC FITTINGS SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDE THESE.PLANS WERE PREPARED BY: FOR PRrVATE USE
k I n 1800 12' 30 UNDERSIZE LAWN HEAD 30 1.30 RAINBIRD SAM 1806 12H DETAIL NO. 5 INJECTION MOLDED AND SIDE GATED. WHERE THREADS ARE REQUIRED, , �M INITIAL DATE
THESE SHALL BE INJECTION MOLDED ALSO. DESIGN GROUP/ INC. ^��
: . O 360 12' 30 UNDERSIZE LAWN HEAD 30 2.60 RAINBIRD SAM 1806 12F DETAIL NO. 5 tiA�....a.l...»�OUPs.YNC.
o 20. TRENCHES SHALL BE EXCAVATED TO SUFFICIENT DEPTH TO PROVIDE ..r......��.�..e...,.,...... c►<EcxEo
1111 a Rt1 COVERAGE OF 18" OVER ALL PRESSURE SUPPLY LINES AND 12" OVER ALL NAW DATE
NON-PRESSURE LINES UNLESS OTHERWISE NOTED ON DRAWING WHEN LICENSE NUMBER
PIPING OCCURS UNDER PAVED AREAS. CONSIDER DIMENSION TO BE OB FTS DESIGNED90. 4
BELOW SUBGRADE. CITY OF RANCHO CUCAMONGA DRAWN
FWiSH GRADE l •••- •••
RANCHO CUCAMONGA FIRE DISTRICT CHECKED
MOISTURE SENSOR UNIT 21 . BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL DATE 4- 19-90
TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO ADJACENT PROJECT NAME
--- -- �- � � - FIRESTATION # 171
ROUND PLAST -_ -- -
BOX (INSTAL • GENERAL NOTES GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER LL
IRREGULARITIES. r
FLUSH WITH t. INSTALL ALL PRESSURE AND NON PRE SSURE LINE S AND ANY 8• AREAS THAT NEED TO BE DEFINED N ORDER TO DETERMINE EXACT S+IE E7 TITLE LANDSCAPE IRRIGATt�J PLAN
FINISH GRADE EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. ITEMS LOCATION OF SPNKLR NDS ARE THE RESPONSIBILITY OF THE INSTALLING
( CONTRACIOR TO SEE THEY AfiE DEFINED PRIOR TO INSTALLAT0N. irtiiiiLajiTION SYS]EM DESIGNED FOR
SHOWN OUTSIDE SUCH AREAS FOR PURPOSES Of CLARITY ONLY.) 22. INITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR SCALE 1"= 10.00,
MINIMUM OPERATING PRESSURE CONSTRUCTION DETAILS,LEGEND S SPECIRCATION$
MATERIAL WITH NO FOREIGN MATTER LARGER THAN 1/2" IN SIZE. -
7. AS BUILT DRAWINGS AND SPECS SHALT BE MAINTAINED ON SITE AT OF 68 P.S.I. AT 17 G.P.M. APPR17JED APPA
i ALL EQUIPMENT SHALL T SELECTED AND INSTALLED SHE T ACCORDANCE /LLL TIMES. AS BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS.
WITH SPECS ANDGONSTRUCTKJN DETAILS.SEE SHEET NO. WA NOSIIE REVIEWSARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. 23. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS:
3 FOR SYMBOLDESlGNATION,SEE LEGENDON SHEET NO. N/A 8. AREAS RECEMNG AN IRRIGATION SYSTEM SHALL BE REVIEWEDAND (6) TWO KEYS FOR EACH CONTROLLER. DATE COAlMUh/TY SEjtvICES irtMIACiEA PATE CII YENGINEER _.T
VE RIF IED BY THE INSTALLINGCONTRACTORFORACCURACYOFSIZE (b) TWO KEYS FOR OPERATION OF HOSE BIBBS. SHE E TYPICAL MOISTURE SENSOR ASSEMBLY �. WHERE PRESSURE REGULATING VALVES ARE ANDCONFIGURATION. if DISCREPANCIES ARE FOUND THAT WOULD APPROVED
6
• �
BE ADJUSTED FOR OPTIMUM PRE SSURE,OH AS NOT ED ON DRAWING. PROVE DET RIME NTAL TO FINAL COVERAGE,THIS SHALL BE BROUGI-fT DATE BUI.DNG OFF^SAL SHEET OF
TO THE OWNER'S AT TEM ION BE FORE INSTALLATION. BY FAILING TO APPROVED pf�AyVING NQ / / !/_�' OF Z
S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO SLOGS,WALKS.AND ROAD- DO SO.THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- J tr/ s-
WAYSBY DIVIDUALLYADJUSTINGSPNKLRHDSANDCGNTROLVALVES M SO.THE
NI S RE GATE CITY PLANNER
•ass. � -
Y
STAKE TREE PEPPENOIC AIR •C PRE A:..
LAND yw°
SCOPE SPECIFICATIONS � 2 AGE -GR°W-PC�ER- 'ABS ;N .LAti'
,.y.,�^� CCP�•AIwER Pc;pa •C P,Ati•;NG FCR
StA�1M6 ►LAM CBSEAvA'IOw P cPCSIS
1. THE FOLLOWINGS ARE MINIMUM REQUIREMENTS AND SHALL GOVERN 17. MAINTENANCE SHALL BEGIN WHEN CITY INSPECTOR OR HIS
EXCEPT AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. 1 'OP OF STAKES
AND/OR BUILDING LAWS. MAINTENANCE SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED = '
AND EIGHTY DAYS AND SHALL TERMINATE UPON ACCEPTANCE BY THE = j MAIN TRUNK
R 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL CITY OF RANCHO CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, " ( �
LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH �— --
^�^ 121 CINCH TIES SPACED 14' APA,' FOR -�
THE LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAT'S AS i CITY STREET TREES OR
SPECIFIED. ARE NECESSARY FOR PROPER CARE 'AND UPKEEP. i2• "A1:1J I 111 24' v.I.T TWIST BRAE RANGES SCREWED
TO f8'1 LODGE POLES H;'H GA:v SCREWS - h
3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFOREFINAL APPROVAL AND ACCEPTANCE OF WORK WILL BE GIVEN AT THE END 2' DIA. LODGE POLE PINE STAKES 8' ON.'
WITH WOOD PRiSERvATIVE STAIN, I j
PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL, CAREFULLY CHECK OF THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD STAKE A M:N:N,IAM OF II' INTO UNC:S%F&E° i APPROVED 'REE STAKES
AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN ONLY WHEN 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS SOIL AND A,:GN S-AxES OUTSIDE ROOT BALL ', (2) PER SPECIFICATIONS
5 THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. OBTAINED. CITY OF RANCHO CUCAMONGA RESERVES THE OPTION TO i �— ARBot CUOD IN rL'xF "EAS p� SIG' GROUP, INC.
W'714EXTEND THE MAINTENANCE PERIOD BEYOND THE (180) ONE HUNDRED V O:A. PVC PERKORATED PIPE - r:LL r'T
4. AREA TO BE L.ANDSCAT'E:D IS TO BE GRADED, BY OTHERS, TO WITHIN AND EIGHTY DAYS SPECIFIED IF IT IS DFTEF2MINED THAT FURTHER i I k'�— 1/2' WASHED CRUSHED AGGRIGA-E BASE KU.L PLA^,'"`C AWDIAw""`APT ARC"`n`i.R.
. 10 FOOT OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS MAINTENANCE IS REQUIRED TO PROVIDE COVERAGE REQUIRED. i LENGTH OF PIPE (LOCATE :8" FPO"
NOT ACCEPTABLE TO THE L.ANDSCAPF CONTRACTOR, HE; SHALL NOTIFY
IN WRITING THE CITY INSPECTOR. SA eF TO FORM DEPRESSED WATER:w;
18. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD BASH FOR cnoL-Su COVER Ktus AoC rRT VACS
OF ONE YEAR; TREES, SHRUBS, AND VINES LESS THAN 15 GALLON,
a (t 5. FINISH GRADE: AL1. PLANTING AREAS TO A SMOOTH AND EVEN 2" TH:cx CH:PPEq .:.x
FOR A PERIOD OF SIX MONTHS; GROUND COVER, TO THE COMPLETION ----- -1
CONDITION, MP.KING SURE THAI NO WATER POCKETS OR IRREGULARITIES OF MAINTENANCE. GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL € x
REMAIN. REMOVE AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT BEGIN AT COMPLETION OF MAINTENANCE PERIOD. rr' CONTAINER ROC' BALL
CLADS, AND ROCKS 0%'E:k ONE INCH IN DIAMETER WITHIN SIX INCHES _ v
TO THE SURFACE SO 'THAT, AFTER CONDITIONING AND PLANTING, THE 19. TURF: MARATHON II SOD - � a� 'GRJW-PO"'[R PLANT 'ABS PER
GRADE IS ONE: INCH BELOW WALKS, SLOPED TO DRAIN AWAY FROM INSTALL TURF IN ALL DESIGNATED AREAS. �� HANUFACTuaCR'S R[COMENOAT;ONS V
K777,77 ,
WALKS. A. ROLL AND RAKE LIGHTLY UNTII. SURFACE IS SMOOTH, FRIABLE i &ACKFILL PI PER SPEC:F:C4';CNS
O AND OF UNIFORMLY FINE TEXTURE IMMEDIATELY BEFORE PLANTING
6. FINE GRADING: SURFACE SOIL IN IANDSCAPED AREAS SHALL BE RAKED GRASS. -- TNATIVE SC:L Q`
11 "RELOCATED"
SMOOTH. ALL ROCKY MATERIAL. IN EXCESS OF ONE INCH IN DIAMETER B. SOD INSTALLATION: INSTALL SOD IN ALL DESIGNATED AREAS. PLANT PIT TO IE f2I TINES 'H[
RELOCATED ALTA LONA HONOR SHOULD BE REMOVED 1 ' A MINIMUM OF' SIX INCH DEPTH. 1. APPLY SLOW RELEASE; 13-8-4 COMMERCIAL FERTILIZER =j _ WIDTH OF THE RCC' BAIL 1 :2'
v�V O PRIOR TO PLACING. - BELW THE B.r,C" OF THE RX'
ROLL MONUMENT ON CONCRETE SOILSPREPARATION:
PURPOSE-'; Ii ONLY.O .LOWINF RF
IOMSOFILTIONS ARE AMENDMENTS BID AND 2 STRAIGHTSOD AND TIGHT, STAGGERE DAY RED. LAY JOINTSS. STRIPS OF SOD BALL
APA D. FERTILIZER FOR AII, FI.ANTING ArJ.A' SHALL BE AS RECOMMENDED IN 3. ROLL SODDED TURF WITH SUITABLY WEIGHTED ROLLER. O
1 THF: LATEST SOILS RIioRT. WATER WITH A FINE SPRAY. KEEP SURFACE OF SODDED TREE, STAKING A Lj AREAS MOIST UNTIL ROOTED.
EXISTING TO TtiE EXTENTFETA` :E'I,F ALL. AREAS TO BE LANDSCAPED SHOULD BE C. WATERING: WATER WITH A FINE SPRAY TO OBTAIN UNIFORM
CROSSRIPPEU OR 01"IRWISE TILLED TO A DEPTH OF 9 - 12 INCHES. SOAKING. MAINTAIN UNIFORM MOISTURE UNTIL SOD HAS ROOTED.
�I BUILDING NO E':,DSSR1PPING SHALT. BE UNDERTAKEN IN .3L,OPZ AREAS OF 3: 1 OR DO NOT FLOOD WITH WATER. NOTE . � U
I.
GREATER. IN ADDITION, ALI. ROCKY MATERIAIN EXCESS OF 1 INCH D. PROTECTION: PROTECT ALI, TURF AREAS AGAINST DAMAGE,
IN DIAME'T'ER SHOUI :' BE REMOVED TO A MINIMUM 6 INCH DEPTH. INCLUDIN3 E-YOSION AND TRESPASS. PROVIDE WHATr.YER 1. t:NTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALI a:'" WATER O
FACILITIES AND SAFEGUARDS ARE NECESSARY TO ACCOMPLISH FPC GCSE. DO NOT CRACK ROOT BALI. ( ,
FOR TURF AND SHRUB PLANTING THE FOLLOWING AMENDMENTS SHOULD THIS. TAKE SPECIAL CARE 10 PREVENT EROSION. ALL DAMAGES `./
BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A 4 - SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE LIFE �—
v J 6 INCH DEPTH BY MEANS OF ROTOTILLER OR EQUAL: kMOVNj_ PfR OF THE CONTRACT. 2. DLACEC SROW-POWER" TABS 1V PIi�NT CJN'A;4ER PRIOR TO ALANTING FCR O9SE^SAT;ON
i RDA'_-E S C� O
4 CL'. YDS. NITROGEN STABILIZED ORGANIC AN,FNDMENT DERIVED 20. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW T
( _r FROM REDWOOD, OR CEDAR SAWDUST PREVENTOR AND CONTROLLER SHALL, BE APPROVED IN THE FIELD BY i
(�� �li� I '� `� '-F' �/� -r rr-•`' .� r}" 15 LBS. 12-12- 2 COMMERCIAL, FERTILIZER LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT U
i MATERIAL. z
THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL O
QS BE EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES THE 21. ANY TREES WITHIN 5 FEET OF WALLS, WALKS, CURBS OR OTHER Q
_ DEPTH OF THE ROOT BAIL. ONSITE ROCK FREE SOIIS SHOULD BE USED POTENTIALLY ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH
111 ❑ W-IT1i41 --&-,!N Un FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. ROOT CONTROL CONTAINERS. PRIOR TO BACKFILLING TREE PITS,
THE BACKFILL MIX FGR USE AROUND THE ROOT BALI, SHOULD CONSIST CONTRACTOR SHALL HAVE CITY INSPECT DEEP ROOT CONTAINER
OF THE FOLLOWING FORMULA: (FOR BID PURPOSES ONLY) INSTALLATION. 3" BERM TO FORM DEPRESSED O O
> 6 PARTS BY VOLUME ONSITE SCREENED SOIL WATERING BASIN
22. AI.L TREES ARE TO BE LOCATED: TEN FEET FROM ANY LIGHT
4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT STANDARD, POWER POLE, OR REINFORCED CONCRETE BOX; FIVE FEET it
1 LB. 12-12-12 COMW.F.RCIAL FERTILIZER PER CU. YD. OF MIX FROM ANY DRIVE APPROACH, FIRE HYDRANT, OR UNDERGROUND
j. 2 LBS. IRON SULFAI F PER CU. YD. OF MIX STRUCTURE (E.G. , CATCH BASINS, VAULTS) ; AND THREE FEE I FROM
ANY METER.
- THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A = � �'•
NITROGEN ONLY FERTII IZF.R PROGRAM. BEGINNING APPROXIMATELY 30 23. CONTRACTOR TO REMOVE EXISTING GRAVEL IN PLANTING AREAS AND y
xy� DAYS AFTER PLANTING AMMONIUM SULFATE SHOULD BF APPLIED AT THE DISPOSE OF AT AN APPROVED SITE - .r "GROW-POWER" PLANT TABS PER �.._
RATE OF 5 LBS. PER 1 ,000 SQ. FT. ON A MONTHLY BASIS. WHEN = 1 MAhUFACTURER'S RECCMENOAT:ONS
PLANTS HAVE BECOME: WELL ESTABLISHED, TNI FREQUENCY OF W
FERTILIZER APPLICATIONS CAN BE DECREASED. BACKFILL MIX PER SPECIFICAT:ONS O C
8. ALL INSPECTIONS WILL BE MADE BY THE CITY INSPECTOR. THE =_=1 - CONTAINER PLANT ROOT BALL L
VJ CONTRACTOR SHALL REQUEST INSPECTION AT LEAST TWO WORKING DAYS '' ii t iil J
�+' 48 HOURS IN ADVANCE: OF THE: TIME THE INSPECTION IS REQUIRED. .�� L_
( ) PLANT PIT TO BE (2) TIMES THE
9. ALL TREES SHALL. PE STAKED AS REFERENCED AND DETAILED ON THE WIDTH OF THE ROOT BALI i 12"
WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. BELOW THE BOTTOM OF THE ROOT LL
O BAIL
�j Q, 15 GAL. TREFS: DOUBLE STAKED PER DETAIL..
NATIVE SOLI
O 10. ALL TREES SHALL BE PLANTED A MINIMUM OF 3 '-0" FROM WALLS,
Z BUILDINGS, WALLS, AND GROUND COVER BEDS WHERE POSSIBLE. TREES �
TO BE. PLANTED IN SMALL AREAS SHALL BE CENTERED IN PLANTING
w � ' F I�' AREA. SHRUB PLANTING B �'
11. ALL TREES SHALL EQUAL. OR SURPASS "VALLEY CREST" STANDARDS FOR `v
SIZE AND QUALITY. AI.L. BOXED TREES SHALL BE TAGGED BY LANDSCAPE
ARCHITECT.
12. ALL SHRUBS SHALL EQUAL OR SURPASS "NINES NURSERY" STANDARDS
FOR SIZE AND QUAI.IIY. MOTE:
1J. CITY II::PEC'TOR SHAI.L APPROVE i L.ANT MATERIAI. PL.ACL.MENT BY I. PROVIR $CORE JOINTS At 10'-0' O.C. AMD 3/1' IITUMINAUs FELT EIPANSIOP( J01141S
CONTRACTOR PRIOR TO INSTALLATION.
AT 20'-0' O.C.
C / 14. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT IN
. i t IN I.AYN
900 TYPICAL UNLESS SPECIFICALLY CALLED OUT. .
I iN PLAAT IED CCOKRETE TOY CUR/ ARA01uS onst0 ("'CES
15. CONCRETE MOWSTRIPS FOR ALL SHRUB PLANTING AREAS SHALL BE AAO FINISAK PER ►W[ (INSTALL AT Ga ADE
CONSTRUCTED IN A CUkVILINEAR MANNER WITH A MINIMUM RADIUS OF � L(VIL AT SHALE CROSSINGS)
3' TYPICAL.
4' CHIPPER MULCH
16. ALL STREET TREES SPALL BE ADJUSTED TO FIT WITH FINAL STREET
CONCRETE PAVING TYP.. lO. .
LIGHT AND DRIVEWAY LOCATIONS. _ i,'
PER CITY STANDARDS. —
f,.i�;;, • �, ., � : �� RE•lAA CONTINUOUS
f— (UNLESS OTWOWISC INSTRUCTED) SHE[ 1 111LE
- till\ _a
FINISH GRADE LANDSCAPE
EXISTINGCONSTRUCTION/
PLANTING LEGEND PLANTING PLAN
STATION
I I TREES CONCRETE MOiNSTRIP
%I �
1O
IV-
SYMBOL BOTANICAL, NAME COMMON NAME QTY SIZE REMARKS R E V I S 1 0 N S FOR CjTYVS[ ONILY
LI QL'I DAMBAR STYRACI FLUA AMERICAN SWEET GUM 6 15 GAL FALL COLOR DATE DESCRFTK)N APPF0VE0 INrtuu DATE
_I 'FESTIVAL' STREET
1 wATEA SfwfIll :1E `J;SIONS JAIL, ESY
I � F t ruP P�tXaAw
SHRUBS
FWAu CHECK
SYMBOL BOTANICAL NAME COMMON NAME OTY SIZE REMARKS "w
AS CONST
HEMEROCALLIS SPECIES DAYLILY 85 1 GAL YELLOW FLOWERS
TNESF.PLANS WERE PREPARED BY: FOR PRIVATE t1SE
r
•
RAPHIOLEPI SINDICA INDIA HAWTHORN 56 5 GAL PINK FLOWERS RJM wrrI.^1. DATE
9714,�rlfrPINKIE'
DFSIGN GROUP,INC. oaAw►�
O XYLOSMA CONGESTUM XYLOSMA 29 5 GAL .a,...""""""`""` CHECKED
'COMPACTA ' NAW
PATE
x`111 L10EW kk&A5EPt RLE JOB x —2�
' CITY OF RANCHO CUCAMONGA �RAW'NED �
GROUNDCOVER RANCHO CUCAMONGA SIRE DISTRICT CQAH E KED
FIRESTATION # 171 W
SYMBOL BOTANICAL NAME COMMON NAME TY SIZE REMARKS `
W
SHREDDED BARK MULCH 4"DEPTH PER CITY SPECIFICATIONS
SHEET TME LANDSCAPE CONSTRUCTION, PLANTING PLAN
DETAILS AND SPECIFICATIONS SCALE 1"= 10.00'
"~ti
TURF
AP'PR NE D APPFIM D
SYMBOL BOTANICAL NAME COMMON NAME OTY SIZE REMARKS
1
SOD 'MARATHON II R EWE COMMLWY SERVICES MAMA(IIER DATE Cn v EPGMVEEA SHEET J
' AI4'6gYE0
DATE KALD640 OFFrZX46L SmErT ;2- cw ---- 2
""f<v ° DPLWANG wo S6-L OF 2
orJE C my PL z;w;