HomeMy WebLinkAbout1749-L nFVFI OPFR/OWNEER
LAN D. SCAPE, ARC111TECIURAL PLANS
0 S C
PKT PR
684 DUNDEE COURT
EAST AHIAVE . BANYAN
BREA , CA . 92821
MAINTENANCEDISTRICT1 PHONE : 714 990 0267
LANDSCAPE
VICINITY MAP GENERAL NOTES SHEET INDEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT AND THE CITY.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY
DAMAGE INSURANCE AS REQUIRED BY LAW.
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT
BANYAN ST. 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 1 T TLE S
S/TE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL
BANYAN ST RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L 2 IRRIGATION P 8c DETAILS
7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS
Q HAVE BEEN APPROVED BY THE CITY ENGINEER.
L - 3 P PLAN D
O LIBERTY ST 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT
mWIDE FLAT AREA AT THE TOE OF SLOPE.
9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT
L 4 IRRIGATION SPECIFICATIONS
VESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL
� � N. TS CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L - 5 P SPECIFICATIONS
LEMON A VE Q tc� OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW
.� GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL
H/GHLAND AVE REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER
COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10 FRWY 10- APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525.
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:-
BETWEEN
RITERIA:BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS
* BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS
* BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
13 MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE
FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
PRIOR TO FINAL CONSTRUCTION.
MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA;
* PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. CONSULTANTS
* PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
* ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
* ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
* PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
ARCHIBALO AVENUE
ENGINEER: LANDSCAPE ARCHITECT:
LDDC ROYAL OAK DESIGN
- -�- CIVIL ENGINEERS SYLVIA LYONS, RLA #1549
Lands ca a Maintenance (909)930-- 1466 (909)622- 2209
District Area
I
I
LANDSCAPE QUANTITIES
C'ICA
0 0
5 — gal . shrubs /vines 121 plantsMy
15 — gal . trees DESCRIPTION OF REVISION DATE APPROVED:
�
on Archibald Ave . rus c . ' Bradford � - � CITY of RANCHO CUCAMONGA
14 ( � 13 P 'y o
� o
TRACT # 15963
Wood mulch 2 , 279 sq . ft . LANDSCAPE & IRRIGATION
U
Cobblestone paving 887 sq . f t . ARCHIBALD AVENUE SOUTH OF BANYAN
Sidewalk c o n c . pavingft . TITLE SHEET
sq . ft .
APPROVED BY: �t"alj(elrj
DATE1�LONDON AVENUE P `� CITY ENGINEER RCE: 24953
Total area 4, 578 s q . f t . ��, \ DESIGN RECOMME ED
>�` N0' 1/0401 S.L. ROYAL OAK DESIGN
Acres of parkway . 11 acres 53 Hunter Point Rood
DRAWNPhillips Ranch, California 91766-4959 SHEET:
Telephone: (909) 622-2209
S.L. L-1 OF- 5
N .T.S. �qTF OFCAL�E�! CHECKED Sylvia E. Lyons, RLA RLA N0.1549 DRAWING Ivo.
GATE: Auq.7, 2000 FILE N0. -L
PROJECT SHEET
TOT
INSTALL STRONG BOX ENCLOSURE SPPSPRINKLER - ANGLE PIPE ECIFIED DEPTH WITH 45' ELLS S8 24SS/,20Y STAND ALONE CONTROLLER WNTH ANTENNA
MODEL SBDC-45-AL BACKFLOW PREVENTER SS I
ASSEMBLY
o INSTALL PRESS.REG. SCH 40 PVC MALE ADAPTOR _ ANY I ANTENNA PORT
ON INLET SIDE OF NIPPLE - TYPICAL SCH 80 PVC UNION �p TIE WATERPROOF EPDXY FILED LOCATED
BACKFLOW PREVENTER (4) PLACES CONNECTORSOF
tADE
UM
IN
r�
ROUND PLASTIC VALVE BOX ! BRASS OR PNC HIPPIE NECT O OR EQUAL ❑ Ig1E: INSTAL ATKNI�OCATIOIN COAXtAt CASE
W►ETE I - COVER ETCHED -RRICATION GATE« ELECTRIC CONTROL VALVE TO OF qp�D � PER GTY AND CALSENSE R
BLUE (CARSON OR EQUAL) PLASTIC VALVE BOXI a MARKED "IRRIGATION RGY INSTALLED��� �� LOCAL CODE OROUND � � � REPRESENTATIVE.INPPLE s (CARSON OR EQUAL) CONTROLL INSIDE F]ICLOSVRE. ON MODEL NE CER PLANEIIEPDXY•FILLED WATERPROOF FISH GRADE ETCHED WITH CONTROLLER MODEL NO PER PLANS
TrE
RED CONNECTOR OR EOUAL 6' THICK X 12' WIDE
BLACK CONCRETE PAD (LENGTH VARIES AND VALVE SEQUENCE TP 110 CALSENSE INSTALL WPP- OX
�lIAATIDN OONTAOIIeI LOOP IL 2P EXPANSION
BRASS WYE STRAINER SPER LOPE TO DRAIN AT UMINIMUM ,� t GRADE II 1 I TP 1,0 • w/ DEEP 4 J-BOX
I WITH 60 MESH b I • ,- 6.Yi FISH GRADE 17-1 RESET--i S CAL SENSE HARNESS
WITH SCREEN 2% BALL VALVE - 1 112" OR SMALLER WITH - I I 11 11
STAINLESS STEEL HANDLE 11 I 1 3'-r x 3'-r X r CONCRETE 120 VOLT DUPLEX
WATERPROOF ALL FtSN MIN. II I I INSTALL A MINIMUM OF OUTLET IGFCII
PLASTIC VALVE BOX (CARSON OR UNION SIDEWALK L-..J
SQUALL WITH PLASTIC INTEGRATED WIRE CONNECTIONS � PVC SLEEVE ESILIEM WEDGE - Z" OR LARGER WITH 1 r. MOM GRADE AND SLOPE
LOCKING LID PLACE AT GRADE IN _ >�. • •' ' ' • REQUIRED FOR TE VALVE 2" OPERATING NUT MOISTURE S VP TO ORNN AT MINIMUM Or 2X
1 •. EPOYY COATED "~ TRANSSIiENET PROTECTION
TURF AREAS AND 3' ABOVE IN �" k ' �•� • j�.• � '• � PIPE THROUGH SENSOR
PLANT BED �' '• '
CONCRETE PAp I-III II II II III-I -II BOARD
n •• REQU RED •D _
001MUN NIIIE/COIITROL MIRES N
PIG TAIL EXPANSION •„
NIPPLE - TYPICAL p
a. - 3' PIG TML EXPANSION I I- I I I 11 I III-III 3- PVC
LOOP (MIN 24• LONGI --- •• w tC�M FROM WATER SOU RC - (2) PLACES LOOP (MIN. 24' LONG} RIOID STEEL ��
BLUE I 90x COMPACTION - 11 ADAPTOR° PVC oR MAS 311 11 Flow BRASS ANGLE 'Cod VOLT
R LOCALODf) 90• :WEEP ELL i--1
f WIRIMIES .� REWIRED I� LLl - • VALVE w/UNION TO POWER SIDE OF CABINET
n 3 3/4- HASHED EMM081I 1111111011.1111,111T
` f- - -
MASTER CONTROL METER : 1 . 1 ~ ago{p o„ CRUSHED AGGREGATE
RED
SLACK VALVE �• .• i• o . cr 4, FLLED
1 LOCATED
PORT LE Of
CIXT
LINE TO SYSTEMS - ►. - „rP ,D d:•F b. PHO, ELECTRIC SWRCH FOR SE� SOX. WTALLATIONN/OOCATION NOTES:
Fli' �� e,p p d:p p -� • ' > UGHT CONTROL AS REOVIRED PER PER CITY AND CALCENSE REP.
FLOW METER CONCRETE TI#I115T BLOCK ELBOW - o o d -I SCH 6O PVC NIPPLE PLANS. ® 1. INSTALL CONTROLLER PER MFG. MINTED WASTRUCTIONS AND PER LOCAL
OVIf�TER fAs1! PER CCWD STANDARDS ELBOW (4) PLACES •' CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR
WE At FLOW _ q.•o I I CONTROL ! COMMON WIRES I ELECTRIC Mm PER SIN PRIOR TO CONSTRUCTION.
METER f,zE PIPE AND RELATED FITTINGS SHALL BE PER •04 e
DMNYETER SAW SITE CUCAMONGA COUNTY WATER DISTRICT STANDARDS. .so-oP ,. . -- - _. ,_. ._.__- -_T PER PIANS.
p »o•o Av. _ N0. !. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S OE6KIN
AS FLOW METER 9111E CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO _ _ I ------------ SEOUENCE OF REMOTE CONTROL VALVES
REFER TO CONTROLLER
NOTES: CONSTRUCTION. 11-1 I II - 1 /WNAATION STD. J 3. RUN ONE EXTRA WIRE (COLOR: ORANOEI TO FARIMEST RCV ON EACH
1. INSTALL PER LOCAL CODES. SECURITY UGHT BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANOE
MMMNIM DISTANCE DOWNSTREAM OF 2, EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY 3/4' WASHED CRUSHED BRASS NIPPLE TIMER REOUMRED PER WIRE AT THE ENCLOSURE.
UNINTERRUPTED PSE (sx DIAMETER STRUCTURES OR HARDSCAPING. AGGREGATE BASE PLANS. FINISH
OF FLOW METER SIZE) SCH 40 PVC SXSXT TEE GRADE I I I I r OROU110 ROD 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO W RED N COLOR.
3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL. BUILDING. ETC.) PRESSURE SUPPLY LINE
MW40ALM DISTANCE UPSTREAM OF MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. �1E PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: SECURRI, LICFR MIN.r SCH 40 CON" I I I I II S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLEII AND REMOTE
UNINTERRUPTED PIPE n0X DIAMETER 4. ORIENT UNIT PARALLEL TO STREET. 2. INSTALL CONTROL VALVES A MRN. OF 12' FROM STRUCTURES OR H*DSCAPING. 1. INSTALL CONTROL VALVES A MN41M UM OF 12' FROM STRUCTURES OR HARDSCAP"C. 110 VOLT NIRS IN RIND CONTROL VALVES.
OF FLOW METER SIZE( S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. LOCAL EL CONDUIT (PER
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HAROSCAPING. f. MIT 1 ANTENNA PORT TO OF CONNECTED TO DIGITAL TRUNK RADIO
S. DIALETIC FITTINGS ARE REWIRED FOR CONNECTIONS OF S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. IOTR21 AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER
t)1STMILAR METALS. S. ATTACH METAL VALVE IDENTInCATION TAG WITH APPROPRIATE CONTROLLER AND 4.PLAICE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. SYSTEM PRIOR TO ACCEPTANCE
7. VALVE PER STD. 318 REWIRED BEFORE BACKFLOW PREVENTER VALVE NUMBER. S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND T. ALL ELECTRICAL DEVICES SHALL BE QROUNM PER LOCAL CODE.
WHEN MAINLINE IS 3. OR LARGER. VALVE NUMBER.
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
° r*4D#"^ 0PROWD er: REDUCED PRESSURE STM9VNIM^^� """°"`°°� VALVE rAMDARO iIN1 'r'"°"`°°� REMOTE CONTROL VALVE WITH rmm"""' D CONTROLLER ENCLOSURE rmew"A" '�'"°"m°� STMOA D"AN
FLOW METER INSTALLATION 516 HACKFIAI9 PREVENTER - 9" or smaller CONTROLLER ASSEMBLY
517 518 SHUT-OFF VALVE & UNION 520 - TYPE_A_ 522 INSTALLATION - TYPE A 524
[No•1rrR DATE LINK MRI(STA"OM ZKOW AMNs LCR NIIIX W°Ra CONSTst1CTgM !I![T 1 of 1 CRY a " WOE UN MRN STANW M!r[CWCATMft RM PMX:WORKS COIIS,RWI sIl[[T QI/ pn D+oNtER OAIE IRB WRN sfMIDAsO SPECWWATO"(CII r WX WORK:CONSTRUCTION lIKET , 0►, Cm ENWRI OTE UK WRM STOMAM KKYKATONS roR KOX W°RXs CDI1sTSUl`T1oN :HITT, �, CITY CHORI N DATE UK WITH WANIMM VOCVrATIONS FN ftWX WM3 COMSTMC IW !!CT, 0►N CRY ENOr,EM OM IRE MRI VAMARO s►[CW1rATIONS FOR PUKK WDRIfE COMSTNic 10M
.C[. 24953 RCE. _4953 RCE. 21953 R.CI. 24953 R.CE 24953 R.C.E. 24953 1111 DI I
I~ TAPER MULCH AWAY WATER PRESSURE CALCULATIONS
5 FROM HEAD W-POP SHRUB HEAD BODY SET To POC NUMBER A POC SIZE 1
5 1/4- ABOVE FINISH GRADE
RAM silo OW WITH Pu E 9 ��� A ETERP OOOF Hydraulic rode line n o POC ELEVATION 1617.6
OR
HARD�pryG,(� NOTE 4) RUBBER CAP - SUPPLY ONE KEY + j FINISH GRADE Elevation difference n o STATIC PRESSURE PSI 100
PER 12 OCVS INCLUDING HOSE OR WOE SERVICE LOOP (LOOP
S*WELS. STRUCTURE OR - _ ENOUGH WIRE TO EXTEND WOE
�--i• T. .1, T'T- HARDSCAPING I i- BUNDLE 6' ABOVE GRADE) REMOTE CONTROL VALVE A2 REMOTE CONTROL VALVE SIZE 1
-III=III-I I I I I I I -
- - - nwsH GRADE - INSTALL MA =I� I= �� �x R 1 H R.C.V. DEMAND GPM 20.5 TOTAL DEMAND (GPM) 20.5
• PLANTER BED ONLY 1r M -III-I I -I I) - LOCKING TOP ETCHED 'S.B'
N =1 I I I I-I 11=I I k I-I I I I-1 I I-I IF M, = SIZE DESCRIPTION PSI LOSS
" 1=1 I I I=1 I I- -"_I- I I I=1 I I- �� LII I �fj _
_ _ _ _ 0 1" service line 1 4.7
► ► ► . ••► ► AT GRADE M LAWN AREAS
-I I I I-I I -I I I I-I I _ _ • : ,• • • • �I II I IN PLANTER BEDS 1 water meter 2 2.2
I_ r _ _I -
1 111 I� CLQ BACK1LL - SEE �1 1 11 CLM - SEE TU-1 I I-I _�I I=1 I I-III-J- = 11--1 1 pressure re ubtor 3 7.0
SPECS. FOR WTERML. sPEcs. FOR MATERIAL SCH 40 BRASS NIPPLE 12- -TI=T_ I I T=1 1171 - 1" backflow preventer 4 10.9
N I-I II WX COMPACTION REWIRED + I-I 11 � COMPACTION REWIRED SCH 4o BRASS ELL T-1 I- - 1-1 4" teTball valve 5 0.1
1-1 4" master control valve 6 0.9
SCH 40 eleAss STREET ELL
-I -=4- NON-PRESSURE PAPE IN � (-I 1
PROVIDE 6' MIN. � 51410 �A"`� MP Box. CAR" E E LAS 1-1 4 Sch. 40 mainline _ 7 2.7
12' X /8' GREEN PLASTIC METER «
11- TRENCHSCH. 40 SNAKE PIPE IN _I I - BEDDING AND s11AooINc SCH 4o BRASS NIPPLE - SCREW CLAMP
L-4-I 11 I=I I I 24' LONG MRNMIUM (3) PLACES "
_ b 1 remote control valve 8 5.0
h _III - SUPPLY LINE: -I I I I-I I e SCH BO PVC W STREET ELL �4" LONG)STAKE 1/2' Sch.40 lateral-line 9 1.3
-I III- SCH. 40/CL. 315 SNAKE - I MI III- 3 a~ Sch.40 lateral line 1 1.0
PIPE IN TRENCH
11-1 I I-1 I = SIC ZZEET PPEER WIRE SUM INSTALL SCH PVC
1. Sch.40 lateral line 11 0.6 I
=1 I 1-1 = =1 I I-1 III= ADJACENT TO PRESSURE 1-1 __e
CONTROL WIRES - BUNDLE SUPPLY LINE MARL 90' STREET Ell 90' STREET ELL 4" Sch.40 lateral line 1 D.1
-III
INSTALL ADJACENT D.C. �D NON-PRESSURE MARLEX STREET ELL - 10x fittin TOSS -~ 1 2.0
III - I-III =11 _ DIAL TOLL FREE
-I I I-I I -- I - I -_ --I I I PRESSURE SUPPLY LINE 7:11
1-I - 1=1 I
- - - PRESSURE SUPPLY LME LATERAL FITTING 1 -800-227-2600
I I 1 1 I
-111-111- I -11 1-1 11-1 -1 1- SLEEVE - SIZE TWICE NON-PRESSURE LATERAL LINE sc►+ Bo Pvc NIPPLE 8.6 ft. elevation chane p.o.c. to highest head 1 3.7 "
II 11 I I' g' TYP. -111- PPRav,oE BEDDING 6' I I.� (I I(I HADDINGI 6- I-1 I DETER PRESSURE TYPICAL (2) PLACES 24 VOLT WIRES. TAPED MID AT LEAST TWO DAYS
---{ PLY LINE -� VALVE AS REou�ED BUNDLED AT 15 FT. INTERVALS Presse Stem�eSSUre loss sum Of 1 thrU 4 1 42.2 PSI BEFORE YOU DIG
f NON-PRESSURE LATERAL NOTE: 2 CUFt � GRAVEL Pressure reQuired at head 1 20.0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNE SLEEVE - SIZE TWICE PRESSURE SUPPLY 1. LOCATE HEAD 2- TO 6- FROM WALKS, CURBS, HAROSCAPMC, MOW STRIPS, TOTAL-PRESSURE REQUIRED SUM OF 15 AND 16 1 62.2
pAMETER OF NON-PRESSURE UNE FITTING
NOTES: AND EDGES OF LAWN.
NOTE: 1. ALL SLEEVES TO BE SCH 40 PVC. 2. USE TEFLON TAPE ON ALL MALE THREADS.LATERAL UNE Staticter pressure from above 1 100
water -- ---
1AN
. PICTAL D LOOP CONTROL WIRE AT 90' CHANGES M DIRECTION. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HAM)SCAPING AT BOTH ENDS. PRESSURE SUPPLY UK3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
Residual pressure subtract 1 17 from 18 1 37.8
2. PRESSURE SUPPLY LME: Z 1/2" AND SMALLER 18' MM. DEPTH 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. COMPENSATING FEATURE AS PER THE IRRIGATION PIAN.
4. PF4NG UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CRY Set ry or mcv at 17 plus 15 2 78.0
3- AND LARGER 24' MM. DEPTH 4. HEAD CONNECTION AT BOTTOM INLET ONLY.
STD, N0. 120 (24' MIN. TO 38' MAX DEPTH TO TOP OF PIPE BELOW
STRUCTURAL SECTION).
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
o N: STArdMTD/IMI ArnRo.Eo BY: rMorRo".w M�rRaEo Re QUICK COUPLING VALVE WITH METAL srANaRo RIAN ARPRaEo er: srM,orRo RLW APRMfAto rr: rM,64,D",", _ -
TYPICAL TRENCHING 532 TYPICAL SLEEVING 533 STAKE - FOR NON-TURF AREAS 535 HI-POP SHRUB SPRAY 539 24 VOLT SPLICE BOX 540 ARCH/BALD A VENUE
DANCM OTE IRB MRN WAMEAW WOMMCAMN FW PUNTING WORI(s OOMSTSXMft s,eET 101/ OT'O4[ER WE YK MTM VAW MD sMVXAMMs DOR FILMIC WORI(t OOIIITstICT10M ,�, a 1 �ENa�EM ONE DIM:MIM STAMOAM INCWICATIONS MR ftKX WOMIs CONCTIMCTIOM ,,,�,, DF 1 �EM DAIS UK MTI(sTAIMMM speeprATTOMs FOR"JYNC om 000"MIXTM „a,1 a 1 Cm EIIWIWQ WO[ ILK MTM V MOAM srsCNICAT04 DOR NRIC WOMfs CONSTRUCTION ,,,RT, a 1 NOTES,
24953 Rio 24953 RC.[ R.C.E. 24953 RCE.
New 1" landscape water meter1. For irrigation specifications, see sheet L-4,
potable waterMeter elev.=1 1 1A; 426 s.f. � 1,430 s.f. A1 423 s.f.
IRRIGATION NOTES Available pressure: 100psi
(per CCWD Eng'r Russell, 1-1/4" ,
1-1/4' 1-1/40
5/30/00) Peak demand: 20.5gpm _ �
1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REOUIIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL
rL
COSTS FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND I elm
1 0` o o - o
INSTALLATION PROCEDURES. 0 0 0 0 0 o
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE. 3/4'
� -� ^o - - 1 2"
FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS. '��_
RECOMMENDATIONST I I R TI 6. ._ --<.•: - , ... -:....n .,__�- -.c. �-. x, .>�_ . a. ., T�
MANUFACTURERS' AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CRY. � - � ,._. _z. �
16G 1/2 _ N 1/Z.I 1/2 �- 1/2� 112
3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX (SB) SBBC-45-AL ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE STREET NOTE: New electric meter for irrigationF A WIRE SLEEVE NOTE: /
AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. controller to be installed by SC Edison Install Controller Wherever Contractor sleeves mainline,
at controller location. Developer to pa all outside wall. Contractor shall also add wire sleeve,
4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS fees. Coordinate enclosure location w/City. size as required.
WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. Contractor to have system operational
prior to acceptance by City.
5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE I r r i a t 10 n Legend
ARCHIBALD AVENUE
REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
Symbol Pipe Detail
6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE pipe
(size as shown) 532 &
REPAIR/REPLACEMENT, AT NO COST TO THE GPVC Sch.40 latera) pip TY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. SCALE: 1„=ZO'
7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS PVC Sch.40 mainline pipe (1 -1/4" size - install in sleeve under paving) 533 ndsca a Maintenonce
SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. Symbol Equipment Detail District Area
8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER QDc Rainbird 33DNP quick coupler valve at max. 150' o.c. 535
COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF ^
THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. ® 8-station Calsense #ET-1 -8-DR,TP-1, TP-110, controller w/ ANT-1 522 &
9. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (PCV) ON EACH BRANCH. PIGTAIL EACH antenna port. Install in Strongbox SB-24-SS/120v controller cabinet 524 I
ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 1 " Rainbird EFB-CP-PRS-B electric remote control Valve in box 520CITY
10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) APPLIED FOR is N 1 " Febco 825-Y reduced pressure backflow preventer DESCRIPTION OF REVISION DATE APPROVAL
HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. `- 517 CITY OF RANCHO CUCAMONGA
Wilkins 500-1" pressure regulator set to 78 psi
11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS - --
SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT COlsense FM-1B flow meter 516
TO THE ATTENTION OF THE CITY. - --~
® Superior 3100 normally open electric diaphragm master valve (1 -1/4") TRACT No. 15963
12. AUTOMATIC CONTROLLER TO BE A CAI-SENSE ET1-12-DR (DIGITAL RADIO) W/TP-1, TP-110, AND W/ ANT-1 ANTENNA PORT INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 N Nibco T-585-70-66 line-size ball valve 518 LANDSCAPE IRRIGATION P
VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL
CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ® 1 " Water Meter exact location t0 be as shown On engineer's plan.
ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. ARCH I BALD AVENUE SOUTH OF BANYAN
13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. Symbol Sprinkler Heads PSI Radius GPM Detail
ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAD FOR BY THE DEVELOPER. 17 RAINBIRD 1812-SAM-PRS-5H high-popflat s a head 20 4' .08
_ __ spray_ _ P_ _ APPROVED BY: DATW:V? 1
14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. high-pop
O
D RAINBIRD 1812-SAM-PRS-50 higg h-pop flat spray head 20 4 .05 ��� � CITY ENGINEER R.C.E. 24953
► RAINBIRD 1812-SAM-PRS-5T high-pop flat spray head 20 4' .06 ah N0. 1549
15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" ABOVE FINISHED GRADE. 539 fly E 11/30/ -+ DESIGN: RECOMM ED:
- - ROYAL OAK DESIGN
O RAINBIRD 1812-SAM-PRS-15SST high-pop side strip head 20 4x28 1 .0 LONDON AVENUEF S.L. 53 Hunter Point Road
♦ RAINBIRD 1812-SAM-PRS-1 BEST high-pop end strip head 20 404 .50 1 Phillips Ranch, California 91766-4959
DRAWN: Telephone: (909) 622-2209 SHEET:
e RAINBIRD 1812-SAM-PRS-8H high-pop low angle spray head 20 7' .38 CN>fd S.L. L-2 OF 5
(5 RAINBIRD 1812-SAM-PRS-8T high-pop low angle spray head 20 7' .25 ISR Sylvia E. Lyons, RLA RLA N0. 1549
KEY MAP ��' CHECKED: DRAWING NO.
DATE: Au9.7, 2000 FILE NO. 1 -7 4 ! ` '
PROJECT SHEET No.-_------ of
PLANTING NOTES NOTES
^ 1. REMOVE NURSERY STAKES 4" OF COMPACTED WOOD CHIP
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE ( Y 1� 2. STAKES TO BE PLUMB AND ONE HALF OF SPACING MULCH.
CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. PARALLEL CONCRETE FADER - 1/2' RADIUS REQUIREMENT
3 STAKE TREE PERPENDICULAR EXPOSED EDGES AND FINISHPER PLAN TIGHTLY COMPACTED 3" BERM To FORM LIMIT OF PLANTER AREA HARDSCAPING (CONCRETE HEADER,
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING ^ TO PREVAILING WIND. 1' IN LAMA (INSTALL AT GRADE LEVEL AT SWALE v DEPRESSED WATERING BASIN. CURB NIL GUTTER, SIDEWALK, ETC.) FINISH GRADE
IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER l v N CROSSINGS)
PLAN AND SPECIFICATION ► 1 �1 6' OR a" TOP of RooTOOLL 4 WOOD CHIP MULCH.
w E EE NOTE FINISH GRADE EXTEND `�H GRADE 12"
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL U
PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL4
REQUIREMENTS. v !'
`J 5 T II=III-II •'•' III=111-I
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND TOP TIE To BE PLACED AS
LOW AS POSSIBLE ON THE 1 - -) x• h n
UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR T��►�I To F I-I
REX KING o ow TREE.BUT MP Of STAKES BELOW
THE REPAIR REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID NOT SO LOW AS TO LOSE HEAD OF TREE WHERE I„ • ' III-_ # CONTINUOUS
_ 1pi i
/ (UNLREESSO OTHERWISE INSTRUCTED) K t ROOT BLL x C ry
UNDERGOUND FACILITIES. THE HEAD a DROP. SPECIES
`� -I I IRI i I-I I r k
2) SETS OF CINCH ITS SPACED 24' ySHOVEL CUT EDGE COMPACTED
4, NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH �IPART, ATua! "I"' GALVANIZED 4 °i= _ :, J PLANT PIT To BE TIMES NATIVE SOIL
SCREMS TO a LODGE POLES. T
THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL WIDTH of THE BALL
12" M 2" DIA. LODGE POLE ME STAKES
GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY WrIH Wood PRESERVATIVE STAN IIS i `� I NorE:
DRIVE A MINIMUM OF S' INTO I I. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NOTES:
GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. UNDISTURBED SOIL AND POSITION NOTES: ! wI� X11 II - SPACING (TRIANcuLAR) UNLESS OTHERWISE INDICATED ON
STAKES OUTSIDE ROOT BALL. 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/9" EXPANSION _- I' I; I ! PLANS: SEE LEGEND FOR SPACING ARBORREQUIREMENTS. t. PRIOR TO PURCHASE/PI AN'£MEAT OF THE MULCH, THE CONTRACTOR SHALL
01,
BOR GUARD IN TURF AREAS AND JOINTS AT 20'-0" O.C. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND FRONT YARDS. 2. a' WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND *"TME 04401 L WITH N4 2. WHERE PLANTED ADJACENT TO MALLS, WALKS, CURBS OR
S
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT TOP of ROOTBALL TO ND 2" GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND ROCKS GREATER THAN 3 SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY A904 FINISH BE THE RSH GRADE. PRIVATELY-MAINTAINED AREAS. FROM SUCHPLANTED ITS, SE ELEGENDFFOR SPACING REQUIREMENTS.UNDISTURBED , SPACING INTO EDGES AT GROUND COVER AREAS.
ENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
TIGHTLY COMPACTED 3' BERM TO FORM 3. CONCRETE TO BE 520-C-2500 MIN. D NATIVE PRIOR TO EXCAVATION. WATERING BASIN FOR ENTIAL AND 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT.
GROUND COVER INSTALLATIONS. LOCATE OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY �To eE REMOPLANT VED KKR TO cmr NOTES: LEGEND ARE ESTIMATES ONLY.
DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT
ACCEPTANCE.7 +• OF��RNO CRACK s o*DOTTMcL RooTs AT EDGE
RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,
UNLESS OTHERWISE APPROVED BY THE CITY.
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL SASS CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
�
QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE =rl 1 BALL NATn� scKFTLL WITH BONED �` STANDARD PL"" APPROVED STANDARD PLAN "R�0 � SHRUB AND GROUND COVER STANDARD PLAN APPROVED BY:
ROCKS GREATER THAN r DIA CONCRETE HEADER CONTAINER PLANTING �`""�° PLAN
INDICATED PLANT SPACING REQUIRED.
_ MULCH INSTALLATION 508
.r 534 _ 506 _ SPACING _
! 508
l I
CITY ENGINEER DATE USE WRN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION � ENGINEER DATE USE WrrH STANDARD SPECIFRCATRONS FOR PVMJC WORKS CKtNSTRUCT101N CITY ENGINEER
4 r r DATE USE WFTN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WrtH STANDARD SPECIF CATIONS FOR PUBIJC WORKS CONSTRUCTION
8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR i„w NITNE SOIL uNo�TLxReEo R.C.E. 24953 T ' a ' R.C.E. 24953 " OF ' R.C.E. 24953 SHEET I of R.C.E. 24953 SHEL, I of
PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A - -
CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS TWICE ROOT BW,L WIDTH
HEREON.
9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED CITY OF RANCHO CUCAMONGA, CALIFORNIA Storm drain per
BY THE CITY. APPROVED BY: Civil Eng r plans
DOUBLE STAKED TREE STANDARD °L"" River-washed granite
10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY.
_ 5 GAL - 24" BOX 502 6"x6" conc. header cobblestones per detail #542
FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST M ENG'"Edt DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
R.C.E. 24953 SHEET , or , per detail 534 Concrete sidewalk
RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL ctlRs 30' 50' 26' 32' 3' 31' 125' Refer to Civil Eng'r pion
16'
AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT, MORTAR COBBLESTONE FLAT SIDE UP
SIDEWALK
4 CY. NITROGEN STABILIZED SAWDUST
120 IBS GYPSUM s �) 4 - -
125 IBS GRO-POWER PLUS
� �
� �•o`C� otx ,`{' f-"o`t� 3 ^ c 'd i'o 'd 'o 'oj •
T
11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL 3' MINIMUM CONCRETE BED
'o
TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDUNDERNEATH COBBLESTONE oCOVER AREAS, PURSUANT 6"x6" conc. header _
TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL per detail #534 ;�, _ 6"x6" conc. mow strip
ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S per detail
APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE .4 2' MN/4' MAX RAD CURB GUTTER 7
FROM: 39' 36'
INTRAVAIA SAND AND GRAVEL, UPLAND, CA (909) 982-6713
COBBLESTONE DIMENSION PLANstucca'd masonry wall
pilasters on private propepe stonerty
PLANTER
AREA
4
4 4
R 4 4
STORM DRAIN/UNDERGROUND UTILITIES
ND Sl"AJOIN ARIGHTKANGLES MT.)SC'APE A RCHIBA L D A VENUE
UTILITIES
BCR
3' MIN./4' MAX. RAD.
I
lir PCC MOW CURB PER CITY STD. 534 -
NOTES:
MIN. 1. ROCK SIZES, L44M OTHERIRSE �PECIFIFD, SHAU BE:
BOULDERS: MAX. 3'0• - MM. 2'0" 1-Pyrus 3-Sont.vir.
SIDEWALK OOBBLESTONES: MAX. 10 - MN. S WITH ONE RAT off
4-Sant.vir.
yZ� UTILITY 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT. COBBLES SHALL HME 2/3 EMBEDMENT
POLE $.L. s AU SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS b' MORTAR. 1 PART CEMENT 5-Phorm.Tin 13-Sont.vir. 9-Sant.Vlf. 9-LeU.fru.
_ TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO -TTY-PACK" 6 ALLOWED)
4. AWA REw+�FIN�c IF ciK SHALL BE APPROXEo sy TFRE CITY B6PECTOR, PRIOR ,0I--. PROCEEDW4 WITH 6-SO ir. 2-Pyrus 2-Sant.vir.
CURB AND GUTTER METER 10' S' U 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CRY INSPECTOR. -"
* MIN. MIN. A ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND A -Pharm.Tlny
* EXCESS PON CONTENT 5-J u n.Seo
7. CONCRETE CLAW 520-D-2500.
CITY OF RANCHO CUCAMONGA, CALIFORNIA _- _- - _. _.___
APPROVED B.: RIVER WASHED GRANITE STANDARD PLANIt
_ COBBLESTONES 542
SIDEWALK n i
J CITY DlIMNEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
QFH0 DRIVE OS.L. 10 �� t R.C.E. SHEET 1 Or q 5 1
APPROACH T 1%0 �� I<
_ _ __ _ ..__ r_ �._. _-- _ _ r
CURB AND GUTTER
5' 5' 1o' 10' ( 4-Pyrus
MIN. MIN. * l NDERGROUND 1 -Ta .lem. 6-Pyrus
STRUCTURE 99. 1-To .lem. 3-Leu.fru. 6-West. n. A 2-Jun.Sea
CATCH BASIN 6-Jun,Seo 4-Jun.Sea 1 1 -Phorm.Tin
TRANSFORMER VAULT. W
N*oTES. 21 -Par.tri.015' along3-Leu.fru.
3-Jun.Sea 9-West. n.
1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER ARCHIBALD AVENUE 6-West.W n. 2-Ta .lem.
2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT wall-plant On street side
CRITERIA AS APPROVED BY TRAFFIC ENGINEER.
3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st -West.W n.
PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR.
4. MMNTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND
FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY - ___ -_ lo
-
OWNED WATER & SEWER LATERAL LINES. Storm Drain
5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. Landsca a Maintenance Ease nt
6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE District Area
ENGINEERING DIVISION.
7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY
STANDARD PLANS. __..
CITY OF RANCHO CUCAMONGA, CALIFORNIA PLANT LIST SCALE: 1"=20'
APPROVED BY: STANDARD PLAN TREES
TREE PLACEMENT 501
Alias Scientific Nome Common Nome Quantity Size Spacing Comments
CRY ENGI ER DATE YS[ WRH STANDARD SP[CIFICATpNS /OR PUBLIC MARKS CONSTIIUCnON
R.C.E. 249153 SHEET 1 OF 1
Pyrus Pyrus calleryana 'Bradford' Bradford Pear 13 15-Gol 20' Foreground street tree NOTES:
Street Tree SHRUBS 1. For planting specifications, see sheet L-5.
v a Alias Scientific Nome Common Nome Quantity Size Spacing Comments 2. Total landscape area s 4,578 s,f.
Cobblestone paving z 887 s.f. DESCRIPTION OF REVISION DATE CITY
Q Jun.Sea Juniperus chinensis 'Sea Green' Sea Green Juniper 19 5-Gal 5' Background shrub Planting/irrigated area = 2,279 s.f. (50% of total) APPROVAL
Q -- Leu.fru. Leucophyllum f. 'Compactum' Compact Texas Ronger 15 5-Gal 4' Background shrub Sidewalk area = 1,412 s.f.
C-� CITY OF RANCHO CUCAMONGA
D
L�__- � <I =7 ✓ Phorm.Tiny Phormium tenax 'Tiny Tim' Tiny Tim New Zealand Flax 19 5-Gal 3' Natural groupings 3. Cobblestone paving:Da D--J D A. All cobblestone areas shall have 6"x6" concrete
Qheader as on edge at planting areas.
Qp 0v Sont.vir. Sontolina virens Green Lovendor Cotton 35 5-Gal 3' Low shrub B. Cobbles shall be 4" to 6" diameter with one flat TRACT NO. 15963
Tog.lem, Togetes lemmonii Mountain Marigold 4 5-Gal 8' Prune heavily after blooming side. Stones shall be smooth, rounded, andfree of
'
objectionable disfigurations. Set cobbles with flat LANDSCAPE PLANTING PLAN
West.Wyn. Westringio 'Wynyobbie Gem' Wynyabbie Gem Westringia 26 5-Gal 4Medium shrub side up.
Block wall w/ VINES C. Set cobbles on min. 3" deep concrete bed, with
footing on private mortar between stones. ARCHIBALD AVENUE SOUTH OF BANYAN
property Alias Scientific Name Common Nome Quantity Size Spacing Comments
Por.tri. Parthenocissus tricuspidota Boston Ivy 21 5-Gal 15' Train on wall APPROVED BY: DATE�i -I 4)80•� Cobbles �� CITY ENGINEER R.C.E. 24953
__---_ _._. _---.-- --. --_ N0, 1549 GROUND COVERS
•• LONDON AVENUE DIAL TOLL FREE E 11/30/DI -' DESIGN: RECOMM E
14 --- Symbol Scientific Name Comments 1 -800-227-2600 S L ROYA OAK DESIGN
c 0 53 Hunter Point Road
J o f o 6100 6 o „ AT LEAST TWO DAYS Phillips Ranch, Colifornio 91766-4959
4-foot sidewalk o o a o Cobblestone paving w/6 x6 concrete mow curb Refer to notes, this sheet BEFORE YOU DIG srElf DRAWIN: Telephone: (909) 622-2209 SHEET:
Curb & street 0^"o'1'" '`�o OF c� S.L. L-3
KEY MAP 1�"TL'L= UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Sylvio E. Lyons, RLA RLA NO. 1549 OF 5
TYPICALSECTION A - A Wood chip mulch (see Planting Notes, this sheet) Spread 4" of wood chip mulch around oil trees & shrubs CHECKED: DRAWING NO.
DATE: Au4.7, 2000 FILE NO. 14 •
PROJECT SHEET No--------- of______
_ _
_ _ _._ _ . ._ _ - - . . -- - _.. - _ _ - - - --
PART 1 - GENERAL M. Control Valve Boxes:
1.01-DESCRIPTION B. The City of Rancho Cucamonga she" hove the sole responsibility in accepting or rejecting any submittal item as an approved 1 Use 10" x 10-3/4" round box for off gate valves. Carson Industries #910-128 with green bolt-down cover or approved equal. G. High Vokoge Wiring for Automatic Controller
equal to the equipment and materials listed on the Drawings and Specifications. Extension sleeve shall be PVC with minimum size of six6
( ) inches. 1. 120 volt power connection to the automatic controller *half be provided by the Contractor.
A. Scope of Work: Provide off labor, materials, transportation, and services necessary to furnish and install the Irrigation System as 1.06-GUARANTEE
shown on the Drawings and described herein. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. Corson Industries III 1419-128 with green bolt-down 2. AN electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction.
B. Standards: NI work and materials shall cam with governing codes, sof orders, standards, and regulations, and meet the A. The guarantee for the irrigation system shaft be mode in accordance with the attached form. The General Conditions and cover or approved equal.
PiY 9 9 ' e9 Supplementary Conditions of these Specifications shall be filed with the City prior to acceptance of the irrigation system. H. Remote Control Valves:
minimum requirements of the Standard Specifications For Public Works 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. Carson Industries III 608-12 with green
Construction (Green Book) latest edition. B. A copy of the Guarantee form shall be included in the operations end maintenance manual. flex-lock cover or approved equal. 1. Install where shown on the Drawings. Where grouped together, allow at least twelve (12) Inches between adjacent valve boxes.
1.02-01JALITY ASSURANCE & REOUIREMENTSInstall each remote control valve in a separate valve box.
C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information: 4. Use 9-1/2" x 16" x 11* rectangular box for all electric control valves installed within on-grade landscaped areas. Corson
A. Permits and Fees: The Contractor shall obtain and pay for any and oft permits and all observations as required. GUARANTEE FOR IRRIGATION SYSTEM Industries III 1419-12B with green bolt-down cover or approved equal. 1. Flushing of System:
We hereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmonship, 5. Use 10" x 10-1/4' round box for all quick coupling valves instolfed within on-structure landscaped areas. Carson Industries 1. After oft new sprinkler pipe lines and risen are in place and connected, oft necessary diversion work has been completed, and
B. Manufacturer's Directions: Manufacturer's directions and detaffed drawings shell be followed in all cases where the manufacturers and the work has been completed in accordance with the Drawings and Specifications, ordinary wear and teor, unusual abuse, or No. 910-128 with green bolt-down cover or roved prior to installation of sprinkler heads, the control valves shall be o
of articles used in this Contract furnish directions covering points not neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop during the period of g pp �UOI' D p paned and full head of water used to flush out the system.
shown in the Drawings and Specifications. one year from date of acceptance and also to repair or replace any damage resulting from the repoiring or replacing of such N. Sprinkler Heads: 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the
defects at no additional costs to the City. We shall make such repairs or replacements within a reasonable time, as determined by city of Rancho Cucamonga.
C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or reloting to any portion the City, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time 1. NI sprinkler heads sholl be of the some size, , and deliver the same rate of reef itation with the diameter or rodius of
of this work ore hereby incorporated into and mode a port of these Specifications, and their provisions shall be carried out by the after receipt of written notice from the City, we authorize the City to proceed to hove said repairs or replacements mode at our type, p p ( ) J. Sprinkler Heads:
Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, expense and we will pay the costs and charges therefore upon demand. throw, pressure, and discharge as shown on the Drawings and/or specified in these special provisions.
or requirements of the some. However, when these Specifications and Drawings coil for or describe materials, workmanship, or 1. Install the sprinkler heads as designated on the Drawin Sprinkler heads to be installed in this work shelf be
construction of a better quality, higher standard, or larger size than is required 2. S r heads shall hove a screw ad ustment. '9n 9s SD equivalent In all
q ty, q g eq by the above rules and rtqulotions, the provisions PROJECT: Tract 15963 for Landscape Maintenance District No. 1 p aY � respects to those itemized.
of these Specifications and Drawings shall take precedence.
3. Riser units shall be fabricated in accordance with the details shown on the drawings.
LOCATION: East side of Archibald Ave. south of Banyan St. 2. Spacing of hoods shall not exceed the maximum indicated on the Drawings. In no case shelf the spacing ex
D. Explanation of Drawings: ceed the maximum
SIGNED:
4. Riser nipples for all sprinkler heads shall be the some size as the riser opening in the sprinkler body. recommended by the manufacturer.
1. Due to the Scale of the Drawing*, it is not possible to indicate all offsets, fitting, efeeves, etc., which may be required. The
Contractor shall carefully investigate the structural and finished conditions affecting oil of his work and plan his work accordingly, ADDRESSED: 5. NI sprinkler heads of the some type shall be the same manufacturer. 3.04-TEMPORARY REPAIRS
furnished such fittings, etc., as may be required to meet such conditions. Drawings ore generally diagrammatic and indicative of PHONE: DATE OF ACCEPTANCE: The City reserves the right to make temporary repairs as necessary to the
the work to be installed. The work shall be installed in such a manner as to ovoid conflicts between the irrigation em, planting 0. Sleeving: ry p sprinkle* system equipment if thoperatingar condition.
9 � P 9 PART 2 - PRODUCTS The exercise of this right by the City shall not relieve the Contractor of his responsibilities under the terms of the guarantee as
and architectural features. herein specified.
2. 1. Sleeving under hordscope or pared areas for mainline, lateral lines or control wiring shall be Schedule 40 P.V.C. or approved
2. All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in eqUal. 3.05-EXISTING TREES
the specifications. A.-General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals.
P. Vandal Resistant Controller Enclosure: Were it is necessary to excavate adjacent to existing trees, the Contractor *half use oft possible care to avoid injury to trees and
3. The Contractor shaft not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that 8.-PVC Pressure Main Line Pipe and Fittings: tree roots. Excavation in areas where two 2 inch and larger roots occur shall be done b hand. AN roots two 2 Inches and
obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. ( ) 9 Y ( )
obstructions or differences should be brought to the attention of the City of Rancho Cucamonga. In the event this notification is Iger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap
not 1, Pressure main line piping for sizes 2" and larger shall be PVC Class 315. 2. A backboard shelf be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler to prevent scarring or excessive drying. Where o ditching machine is run close to trees having roots smaller than two (2) inches
performed, the Contractor shoo assume full responsibility for any revision necessary. controller and terminal strip, in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) inch
2. Class 315 pipe shall be made from an NSF approved Type 1, Garde I. PVC compound conforming to ASTM resin specification and larger in diameter shall be
1.03-SUBMITTALS q pointed with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within
D1784. NI pope must meet requirements as set forth in Federal Specification PS-22-70, with an appropriate standard dimension 3. A 117 volt duplex box shall be provided with on On/Off switch, and a 117 volt receptacle. Metal conduit shelf run from the twenty-four (24) hours; and where this is not possible, the side of the trench odjocent to the tree shall be kept shaded with
A. Material list: (S.D.R.) (Solvent-weld Pipe). 117 volt supply to the controller housing. NI power within the housing shaft be property phoned. burlap or canvas.
1. The Contractor shelf furnish the articles, equipment, materials, or processes specified by name in the Drawings and 3. Pressure main line piping for sizes 1-1/2" and smaller sholl be PVC Schedule 40 with solvent welded joints. 4. A terminal strip shaft be provided, clearly indicating the proper points of connection of all appropriate wiring (station valves, 3.06-FIELD OUALITY CONTROL
Specifications. No substitution will be allowed without prior written approval by the City of Rancho Cucamonga. 4. Schedule 40 master valve, common, central control).
pipe shall be mode from NSF approved Type 1, Grade 1 PVC compound conforming to ASTM resin specification A. Adjustment of the System:
2. Complete material list shall be submitted prior to performing any work. Material list shalt include the manufacturer, model D1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70. 0. Miscellaneous Irrigation Equipment:
number, and description of all materials and equipment to be used. Although manufacturer and other information may be different, 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent oversproy onto walk ,
the following is a guide to proper submittal formot: 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure D2466. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. roodways, and buildings as much as possible.
Item No. Description Manufacturer Model No. 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shell be of type and installation methods prescribed by the 2. Npp
I miscellaneous irrigation equipment shall be as specified or approved equal. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more odequate coverage, the Contractor
manufacturer. shall make such adjustments prior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as
1 Backflow Preventer Febco 825-Y-BV PART 3 - EXECUTION required.
2 Automatic Controller Calsense ET1-24 -DR 7. AN PVC pipe must bear the following markings:
3 Master Valve Superior 3100 RCV 3.01-OBSERVATION OF SITE CONDITIONS 3. Lowering raised sprinkler heads by the Contractor shah be accomplished within ten (10) days after notification by the City.
4 Etc. Etc. Etc. a. Manufacturers name
b. Nominal pipe size A. All scaled dimensions are approximate. The Contractor shelf check and verify all size dimensions and receive approval from the 4. NI sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings.
Irrigation submittal must be specific and complete. All Items must b listed and should include solvent, rimer, wire, connectors, c. Schedule or class
9 �c pl Y P City of Rancho Cucamonga prior to proceeding with work under this Section.
valve, boxes, etc. No copies of manufacturer's literature (catalog cuts) ore required as submittal information. d. Pressure rating in P.S.I. 5. Roln Bird EFB-CP-PRS valves will be set per manufacturers specification so that each lateral operates at design pressure.
e. NSF (Notional Sanitation Foundation) approval B. Exercise extreme core In excavating and working near existing utilities. The Contractor sholl be respom1ble for damoges to
3. Equipment or materials installed or furnished without prior approval of the City of Rancho Cucamonga may be rejected and the f. Date of extrusion utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. 8. Testing of Irrigation System:
Contractor may be required to remove such materials from the site at his own expense,
S. AN fittings shall bear the monufacturer s name or trademark, material designation, size, applicoble I.P.S. schedule and NSF seat C. Coordinate installation of sprinkler materials including pipe, so there shaft be no interference with utilities or other construction or 1. The Contractor shalt request the presence of the City of Rancho Cucamonga in writing at least 48 hours in advance of testing.
4. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of of approval, difficulty in planting trees, shrubs, and ground covers.
the Drawings and Specifications on the basis of the information or samples submitted. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove wotertight.
C. PVC Non-Pressure Latero) Line Piping: D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the Note: Testing of pressure main Ones shall occur prior to installation of the electric control vaMes.
Irrigation system. g P
5. Manufacturer's worronties shall not refreve the Contractor of his liability under the guarantee. Such warranties shelf only 1. Non-pressure buried lateral line piping shelf be PVC Schedule 40 with solvent-weld joints when installed in planting areas.
supplement the guarantee. 3.02-PREPARATION 3. NI piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square Inch and proven watertight
2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with solvent welded joints. p paving.or o
B. RECORD DRAWINGS: A. Physical layout:
1. The Contractor shall provide and keep up-to-date a complete record set of blueffne oralid prints which shalt be corrected daily, 4. Sustain pressure in lines for not less than six (6) hours. N leaks develop• replace joints and repeat test until entire system is
showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. 3. Pipe shall be mode from NSF approved, Type 1, Grade 11 PVC compound conforming to ASTM resin specification D1784. All pipe 1. Prior to installation, the Contractor shaft size stake out all pressure supply lines, routing and location of sprinkler hoods. proven watertight.
Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the must meet requirements set forth in Federal Specification PS-22-70 with on appropriate standard dimension ratio.
site and shall be used only as a record set. 2. All layout shalt be approved by the City of Rancho Cucamonga prior to installation. 5. All hydrostatic tests shaft be mode only In the presence of the General Contractor and the City of Rancho Cucamonga. No pipe
4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements for non-pressure lateral line pipe and *half be backfilled until it has been observed, tested, and approved in writing.
2. The Contractor shall make neat and legible notations on the record drawing progress sheets dotty as the work proceeds, showing fittings shall be the some as for solvent-weld pressure main line pipe and fittings as set forth in section 2.018 of the B. Water Supply.
the work as actually installed. For example, should a piece of equipment be installed in a location that does not match the plan, Specifications.
6. Furnish necessary force pump and all other test equipment.
the Contractor must indicate that equipment has been relocated in a graphic manner to as to match the original symbols as 1. The irrigation system shaft be connected to water supply point(s) of connection as indicated on the Drawings.
indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing D. Brass Pipe and Fittings: 7. When the irrigation system is completed, perform a coverage teat in the presence of the City of Rancho Cucamonga to
plan at the proper time. 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor Is responsible for minor determine if the water coverage for planting areas is complete and adequate. Furnish off materials and perform oil work required
1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW-P-351. changes caused by actual site conditions. to correct any inadequacies of coverage due to deviations from the Drawings, or where the system hos been willfully installed as
3. Before the date of the final observation, the Contractor shalt transfer all information from the "record drawing" prints to a sepia indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of the City of Rancho Cucamonga.
mylor or similar mylor material. Arrangements shall be mode through the city for obtaining said sepia mylor or similar mylor 2. Fittings shall be red brass conforming to Federal Specification #WW-P-460. C. Electrical Supply: This test shall be accomplished before any ground cover is planted.
material. NI work shall be in waterproof Indio ink and applied to the mylor by a technical pen mode expressly for use on mylor 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements.
material. Such pen shall be similar to those manufactured by Ropidogroph. Kueffel alt Esser, or Faber Costell. The dimensions E. Copper Pipe and Pittings: 1. Electrical connections for any and all automatic controllers shall be mode to electrical point(*) of connection as indicated on the
shall be made as to be easily readable even on the final controller chart (see Section C). The original mylor "record drawing" plan Drawings. 3.07-MAINTENANCE
shall be submitted to the City of Rancho Cucamonga for approval prior to the completion of the controller chart. 1. Pipe: Type K, hard tempered.
2. Connections shaft be made at the approximate locotion(s) shown on the Drawings. The Contractor Is responsible for minor A. The entire Irrigation em shall be under full automatic ration for o
4. The Contractor shall dimension from two (2) per,, points of reference, such as building comers, sidewalk edges, rood 2. Fittings: wrought copper, solder joint type. changes cause by actual site conditions. �9 ape period of seven (7) days P to any pkmtinq.
intersections, etc., the location of the following items:
3. Joints chaff be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, solidus at 112T F. and liquidus at 3.03 INSTALLATION 8. The City of Rancho Cucamonga reserves the right to woive or shorten the operation period.
a. Connection to existing water lines. 1145' F.
.08-CLEMI-UP
b. Connection to existing electrical power. A. Trenching:
c. Gate valves. F. GateVofves: Clean-up shall be mode as each portion of work progresses. Refuse and excess dirt shelf be removed from the site, oft walks
d. Routing of sprinkler pressure lines (dimension max. 100' along routing). 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to its original
e. Sprinkler control valves. 1. Boll Valves (11/2" and smaller) shall follow layout indicated on the Drawings and as noted. condition.
f. Routing of control wiring and locations of all splice boxes. a. Ball valves shall be a 125 Ib SWP bronze valve with threaded ends and shall be equipped with a stainless steel handle.
g. Ouick coupling valves. b. Ball valves shall be Nibco T- 585-70-66 or approved equal. 2. Provide for a minimum of twenty-four (24) inches cover for oil irrigation lines installed under paving or hordscop". 3.09-FINAL SiTE OBSERVATION PRIOR TO ACCEPTANCE
h. Stub-outs for future connections. c. Ail Boll valves shall be installed per detail.
I. Other related equipment as directed by the City of Rancho Cucamonga.
3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of three (3) Inches or larger In diameter. A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga at time of final observation. Any
2. Resilient Wedge Gate Valve (2 and larger) Items deemed not acceptable by the City of Rancho Cucamonga shaft be reworked to the complete satisfaction of the City of
5. On or before the date of the final field observation, the Contractor shall deriver the corrected and completed sepias to the City a. Resilient Wedge Gate valves shall be epoxy tooted and equipped with a 2' operating nut. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of two and one hall (21/2") inches or Rancho Cucamonga.
of Rancho Cucamonga. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required b. Resilient Wedge Gate volves shall be No. 403 RT-RW as supplied by Watts or opproved equal. smaller
information that may be omitted from the prints. c. All Resilient Wedge Gate valves shall be installed per detail. B. The Contractor shelf show evidence to the City of Rancho Cucamonga that the City has received all accessories, charts, record
C. Controller Charts: G. Ouick Coupling Valves: 5. Provide for a minimum of twelve (12) inches for all non-pressure lines, drawings, and equipment as required before final site observation con occur.
1. As-buiks drowin shall be roved the C' of Rancho Cucamonga before controller charts ore 1. Quick coupling valves shall have a brass, two-piece 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. 3.10-SITE OBSERVATION SCHEDULE
9s app by lY qo prepared. q p' body designed for working pressure of 150 P.S.I.
2. Provide one controller short for each controller sequence. 2. Quick coupling valve shell be operable with o ick coupler k K size and a shall be as shown on the Drawings. 7. Refer to City Standard 120 'Trench Repair' when within City streets susceptible to traffic loads. A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga In advance for the folto" observation
q Pl 9 D W Pf eY• Key type gs•
meetings, according to the time indicated:
3. The chart shall show the area controlled by the automatic controller and shalt be the maximum size which the controller door H. Backflow Prevention Units: B. Backfilling: 1. Pre-Job Conference - 7 days
will allow.
1. Backflow, prevention unit shall be of size and type indicated on the irrigation drawings. Install bockflow, prevention units in 1. The trenches shah not be backfilled until off required tests ore performed. Trenches shelf be carefully backfilled with the 2. Pressure supply line installation - 24 hours
4. The chart Is to be a reduced drawing of the actual installed system. However, in the event the controller sequence Is not accordance with the Drawings. excavated materials approved for bockfitling, consisting of earth, loam, sandy ckry, send, or other approved materials• free from 3. Lateral line and sprinkler installation - 24 hours
legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to o dry density equal to adjacent 4. Automatic controller installation - 24 hours
2. Wye strainers at backflow prevention units shall hove a bronzed screwed boy with 60 mesh monel screen and shalt be similar to undisturbed soil in planting areas. Bockfill will conform to adjacent grodes without dips, sunken areas, humps or other surface 5. Control wire installation - 24 hours
5. The chart shaft be a block line or blueline ozotid print and a different color shall be used to indicate the area of coverage for irregularities. 8. Pressure supply line and lateral line testing - 48 hours
D a9 Bailey #1008 or approved equal. 7. Coverage test - 48 hour
each station. 8. Final observation - 7 da
3. AN pressure main line piping between the point of connection and the backflow preventer shaft be installed as required local 2. A fine granular material backfill will be initially placed on all lines. No foreign matter forger than one-half (1/2) inch in size Ys
S. When completed and approved, the chart she" be hermetically noted between two pieces of plastic• each piece being a minimum code. The Contractor shall vert with the local governing bol as to material t and installation procedures prior to start yr of will be permitted in the initial backfill.
20 mils. verify g g y YPt p D 8. When observations have been conducted other than the City of Rancho Cucamonga. show evidence In wrtttnq of when and by
construction. Submit shop drawing for approval. 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. whom these observations were mode.
7. These charts shall be completed and approved prior to the finol field observation of the irrigation system. I. Check Valves: 4. N settlement occurs and subsequent adjustments in pipe, valves, sprinkler hoods, town, planting, or other construction ore C. No site observations will commence without %-Bulk" record drawings. The contractor shelf not call for a site visit without
D. Operation and Maintenance Manuals: 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or necessary, the Contractor shall make oil required adjustments without cost to the City. "As-Built" record drawings, without completing previously noted corrections, or without preparing the system for said Visit.
1 Pre rubber disc and shall meet or exceed Federal Specification WW-V--51D, Class A, Type IV. C. Trenching and Ball Under Pavia
Prepare and deliver to the City of Rancho Cucamonga within ten calendar Boys prior to completion of construction, two ng g:
hard-cover, three ring binders containing the following information: 2. Inti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internet ports shaft be
stainless steel and neoprene. Inti-drain valve shall be field adjustable against drowout from S to 40 feet of hood. Inti-drain 1, Trenches located under areas where paving, asphaltic concrete, or Concrete will be Instofted, shelf be backfilled with sand (o foyer
a. Index sheet which states Contractor's name, address, and telephone number, and which lists each installed equipment and valve shall be similar to the Volcon 'ADV" or approved equal. four (4) inches below the pipe and six (6) inches above the pipe) and compacted in layer to 95% compaction, using manual or
material item including names and addresses of manufactures local representatives. mechanical tomping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed
b. Catalog and ports sheets on every material and equipment item installed under this Contract. J. Control Wiring: soil and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The Contractor shall
c. Guarantee statement. set in place, cop and pressure test all piping under paving prior to the paving work.
d. Complete operating and maintenance instructions on all major equipment. 1. Except as noted otherwise, connections between the automatic controllers and the electric control valves shall be mode wlth
direct buriol copper wire AWG-U.F. 600 volt. Control wiring installed in control wire conduit within structure shall be mode with 2. Generally, piping under existing walks is done by Jacking, boring, or hydraulic driving, but where any cutting or breaking of
2. In addition to the above mentioned maintenance manuals, provide the City's maintenance personnel with instructions for major AWG-TW solid copper wire. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Contract cost.
equipment and show evidence in writing to the City of Rancho Cucamonga at the conclusion of the project that this service has with a different color stripe for each automatic controller. Install in occordonce with valve manufacturer's specifications and wire Permission to cut or break sidewalks and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving
been rendered. will be permitted under concrete paving.
chart. In no Gose shall wire size be less than X14. CITY
E. Equipment to be Furnished: 2. Wiring shah occupy the some trench and shall be ineeffed along the same route as pressure supply or lateral lines wherever 3. Refer to City Standard 120 "Trench Repoir' when within City streets susceptible to traffic bads. DESCRIPTION OF REVISION DATE APPROVAL
1, Supply as o port of this contract the following tools: possible. D. Assemblies:
a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and volve suppled on 3. Where more than one (1) wire is placed in a trench, the wiring shah be toped together at intervals of fifteen (15) feet. 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install fines (and various assemblies) in such C1 TY OF RANCHO C U C A M 0 N G A
this project. a manner as to conform with the details in the Drawings.
b. Two 2 four-foot valve k for 4. M expansion curl *half be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length
( ) keys operation of gate valves. at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the
c. Two (2) keys for each automatic controller. surface without disconnecting the control wires. Control wires shall be laid loosely in trench without stress or stretching wire 2. Install NO multiple onernblies in plastic lines. Provide each assembly with its own outlet.
d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling volve conductors. TRACT No. 15963
installed. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or Specifications5. All splices shall be made with Scotch-Lok 113576 Connector Sealing Packs, Rainbird Snap-Tile wire connectors., or approved pertaining to specific items required to complete work, perform such work in accordance with best standard practice with prior IRRIGATION S
equal, Moke only one splice with each connector sealing pock. approval of Cit of Rancho Cucamonga.2. The above mentioned equipment shall be turned over to the City of the conclusion of the project. Before final observation con Y 9
occur, evidence that the City has received material must be shown to the City of Rancho Cucamonga. 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent welding
1.04-PRODUCT DELIVERY, STORAGE AND HANDLING Rancho Cucamonga. methods shall be as recommended by the pipe and fitting manufacturer. ARCHIBALD AVENUE SOUTH OF BANYAN
K. Automatic Controller. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon to or roved equal, shaft be
A. Handling of PVC pipe and fittings: The Contractor is covtioned to exercise care in handling, loading, unloading, and storing PVC � �
pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject It 1. Automatic contralto s shelf be of size and shown on the Drerwin s. used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is oil that is required. Where
� ) type 9 threaded PVC connections ore required, use threaded PVC adapters into which the pipe may be solvent welded. NDA
to under bending or o concentrated externo) hood at any point. Any section of pipe that hos been dented or damaged will be �� APPROVED 8Y: DATE�d 1 i�
discarded, and if installed, shall be replaced with new piping. 2. Final location of outomatic controller(*) shall be approved the C of Rancho Cucamonga. `1
DP by ItY 9 E. Line Clearance: '� CITY ENGINEER -1" R.C.E.
1.05-SUBSTTTNiONS c � N 1549
3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each outomatic controller location is to be furnished by 1. All lines shaft have a minimum clearance of six (6) ( ) DESIGN:inches from each other and twelve 12 Inches from Ones of other trades, E >>/ /0 -�
A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials ffothers. The final electrical hook-up shall be the responsibility of the Contractor.
stad on the Drawings and with the exception of the control wire sleeve(*) which shall be installed adjacent to pressure supply line. Parallel lines shot) not be ROYAL OAK DESIGN RECOMMENDED:
Specifications, he may do so by providing the following information to the City of Rancho Cucamonga for approval: L. Electric Control Valves: installed directly over one another. S.L. 53 Hunter Point Rood
1. Provide a statement indicating the reason for making the substitution. Use o separate sheet of Doper for each item to be F. Automatic Controller Assembly: Phillips Ranch, California 91766-4959r
submitted. 1. DRAWN: Telephone: (909) 622-2209 SHEET:NI electric control valves shall be the some size and type shown on the Drawings. Install as p
per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown qlf � c���
2. Provide descriptive catalog Oteroture, performance charts and flaw shorts for each it2. AN electric control valves shaft have a manual flow adjustment. on the Drawings. S.L. L-4 OF rJ
Item to be substituted. Sytyio E. Lyons, RLA RLA NO. 1549
3. Provide the amount of cost savings if the substituted item is approved. 3. Provide and install one control valve box for each electric control valve. CHECKED: DRAWING N0.
DATE: Au9.7. 2000 FILE N0. i '741 -
. _
PROJECT SHEET No.________ of______
PART 1 - GENERAL
1.01-Scope of Work: 7.02-Fertilizers:
Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as indicated on the 3.05-Finish Grading:
drawings, as reasonably implied, or as delineated in the Specifications as follows. A. Commercial fertilizers with on analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as
After rototilling operations are complete, grade areas to establish finish grades for planting. AN flow lines shall be maintained and designated herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power (909) 393-3744.
1.02-Standards: proper tolerances shall be met after settlement at the end af the project maintenance Pari
od.
B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be registered as on
NI work and materials shaft corn with min codes, safe orders, standards, and regulations, and meet the minimum Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. agricultural miner, with the State Department fAgriculture 'n li
PIY ga`� 9 safety re9 a9 p t o � compliance with Article 2 - "Fertilizer Materials," Section 1030 of the
requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. Agricultural Code.
3.08-Coordination:
1.03-Quality Assurance: 7.03-General:
Weed abatement work shoes be coordinated with the installation of the irrigation system rototilling and soft amendment work, and
A. All Contractors performing Site Development work, must be licensed in accordance with the lows of the State of California. planting. (See Weed Abatement section). Maintenance shall start immediately after landscape irrigation and planting.
B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Suppliers expected to be PART 4 - TREES AND SHRUBS Maintain oft plants and planted areas on a continuous basis as they ore installed during the progress of the work, and continue to
employed during the course of construction. maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and
4.01-Scope of Work: City representative.
C. Contractor shalt obtain and keep in force Public Liability and Property Damage Insurance, during entire course of the Construction provide all material, equipment,Contract. The amount of insurance shall be determined by City. eq 'p ent, and labor necessary to install off trees and shrubs as shown on plans, as reasonably implied and A. Irrigation: Operate irrigation system on on established program to maintain oil plants and planted areas in a healthy condition.
as delineated in the specifications. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment
D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and and/or maintenance personnel, shalt be restored to its original condition at no cost to the City. Failure of any part of the
completion dates. Contractor shall also supply the Landscape Architect and Cit with the name and telephone number of the 4.02-Products irrigation stem shall be brought to the attention of the Cit No
P P Y Y P q !Y 9 y. repairs other than emergency repairs shall be accomplished
person in Charge Of the work, without written permission from the City.
A Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" established by the American Joint
1.04-Responsibilities and Coordination: Committee on Horticulture. Except for names covered therein, the established custom of the nursery is followed. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar
days.
A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities for the work to
be performed. B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program.
pests, or their eggs, and shall hove healthy, normal root systems, well-filling their container, buy not to the point of being root
B. Existing Conditions-. The Contractor shall verify all conditions and dimensions shown on the plans of the site prior to bound. Plants shall not be pruned at anytime, and in no case shall trees be topped. C. Pest Control: Spray off plants and planted areas at beginning of maintenance program and as may become necessary thereafter
commencement of any work under this contract. The Contractor shall verify the location and depth of all underground utilities by an approved method of pest control, to keep all plants and planted oreos free of insects and disease. Method shall be
prior to start of work. C. Trees and shrubs shalt be growing at a recognized nursery in accordance with good horticulture practices and shaft be of the reviewed by the City prior to any applications. Pest Control shall include Gopher control.
size and caliper normally associated with the container size specified on plans. Removal of all tags, labels, nursery stakes and ties
C. Temporary Utilities: The Contractor shaft apply for and pay oft cost incurred for oft temporary utilities such as water, electrical from all plant material prohibited until the approval of the Landscape Architect or City. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to
power and gas as required by him for the construction of the project. Temporary services shall be coordinated with the City and prune plants as directed or as may become necessary until the end of the mointenance program.
other contractors on the job site. D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out the intent of
the planting plan will not accepted and will be replaced at Contractor's expense. Remove trash we". Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even
D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing oil surveys, reference points and appearance. Exterminate gophers and motes: repair damage.
elevations required by him, and shown on plans for proper execution of site construction. E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon. 5-gollon, and 15-goNon) Shoff hove been grown
E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the construction of the in containers for at least one (1) year, but not over two (2) years. PART 8 - ACCEPTANCE OF PROJECT
project. AN temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. F. Substitutions - Substitutions for indicated plant material will be 8.01-Generof:
p permitted provided the substitute materials are approved in
advance by the City, and are mode at no additional cost to the City. Except for authorized variations, all substitute plant materials
1.05-Defective and Unauthorized Work: shall conform to the requirements of these specifications. Upon completion of installation, o maintenance period of a minimum of 180 days for all landscape areas is required prior to final
acceptance of the work by the City. The Commencement dote for the maintenance period shall commence upon written approval
All work which is determined by inspection to be defective in its construction or deficient in any of the requirements of the plans G. Plants Not Approved - Plants not approved are to be removed from site immediately and replaced with suitable plants. The for all phases of planting installation by the City Public Works Inspector. Maintenance period shall be adequate to verify plant
and specifications. shall be remedied or removed, and replaced by the Contractorof hisownexpense in omanner acceptable to City reserves the right to reject entire lots of plants represented by defected samples. characteristics and establishment.
the Landscape Architect and City.
H. Stoke all trees, as per details immediately after planting to prevent wind damage. A. Two inspections shall be mode that affect the establishment period: The first after all plantings have been completely installed
1.06-Inspections: in order to approve the beginning of the establishment period• and the second at the end of the establishment period. If plantings
I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow at least 7 ore not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work
The Contractor shell arrange for inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior to calendar days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shell meets with the Specifications and can be approved.
time of inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily in this order. Only the be excavated as defined on appropriate details.
inspection pertaining to the project scope of work will apply: B. At termination of establishment period all plant material shall be five, healthy, undamaged, and free of infestation. Inferior
4.03-Soil Amendments: plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be mode. All areas Shoff be
Rough Grading. neatly raked and free of weeds.
Drain Lines and Catch Basins. Soil amendments shall be as recommended in the Agronomic soils report
Irrigations (main line pressure, coverage & system operations test).
Soil Preparation and Finish Grading. 4.04-Trees Stakes:
Plant Material (delivery & placement).
Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. Tree stokes shall be lodge We pine tree stakes. See tree staking detoil on plans for further information.
Final Inspection (after maintenance period) - 7 days. PART5 - GROUND COVER AND BEDDING PLANTS
y!
The contractor shaft arrange a Preconstruction job conference with the Landscape Architect and City a minimum of Seven (7) daX E R I S C A P E ASSESSMENT SYSTEM SUMMARY
prior to the beginning work. 5.01-Scope of Work:
1.07-Guorenties: Provide all materials and equipment and perfonm oft work necessary for and incidental to installing oft ground cover and bedding Points
plants, as shown on plans, as reasonably implied, or delineated in the specifications.
A. Plant Materials: AN trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final acceptance of I. LANDSCAPE claimed Reference
landscape construction for periods as follows: 5.02-Bedding Plants: 1 . Water conserving plants 20 L-3 plant list
Trees 24" box & larger 1 year 2. Turf limited to 25% 20 L-3 no turf
Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and variety shown 3. Plants grouped b wateringneed 10 L-3
Trees t5 gal. k smaller 1 year on peons. 4. Hardsco p y
Shrubs AN sizes 120 days pe surfaces 10 L-3 cobbles
Ground Cover 120 days 5. Permeable avis -
Bedding Plant 120 days 5.03-Ground Cover paving -
6. Low-water turf varieties
Lawn (sod) 120 days Ground Cover: Provide ground cover of the species shown on plans. Ground cover shaft be established and well rooted In flats or 7. Mulch provided in non-ground 5 L-3 Detail 509
Lawn (seed) 120 days from first mowing similar containers.
cover areas
Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance period. Landscape Contractor 5.04-Mulch: 8. Soil amendments 5
shall replace and plant all materials which have died within the time span stated above, at no cost and within 5 days from
receiving written notice from the Landscape Architect or City. If dead material is not replaced and planted within the 5 day Mulch: Shall be of compacted wood chip fiber. Total Points Claimed' 70
period, City may replace dead material with new material and charge the Landscape Contractor for all expenses incurred.
B. Construction Materials: The contractor shall guarantee oft workmanship and materials for all site development, for a period of 5.05-Coordination:
one year from date of final acceptance of project. A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting IS delayed, keep plant roots II. IRRIGATION
1.08-Material and Labor Releases- moist and place in a sheltered location protected from the sun, wind and other damaging elements. 1 . Low gallonage irrigation system 20 L-2 Legend
Upon completion of the work, the Contractor shoo 8. Soil preparation and fine grading Shoff be completed and trees and shrubs installed prior to bedding plants and ground cover 2. Automatic controller 20 L-2 Legend
p p present to the City, signed copies of all labor and materials releases for ole work planting, 3. Designed to water plants by need 10 L-2
performed under Site Development. 4. Soil moisture sensors -
5.o6-InstONation:
1.09-Disposal and Clean-up: 5. Rain sensors 5 City Controlled
Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris generated orPlant ground cover and bedding plants in moist soil and space as indicated on plans. 6. Wind sensors -
7. Sensitive t0 Sled factors 5 Consistent rade
.
encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soft opg moisture shall be such 8Reclaimed Or op -
water
materials from the site and leave premises in o neat and clean condition. Clean up and remove all remaining debris and surplus that soil does not crumble when removing plants from container. recycled
materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the
inspector. Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch Total Points Claimed: 60
PART 2 - EXECUTION material shall be spread over the entire planter area after grade is established. Watering shall begin immediately after mulching.
(Grading shall accommodate the mulch)
2.01-Protection: 5.07-Protection:
Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. Bare root
stock shall be separated and heeled-in, in most earth or other suitable material until planting. Boiled and burlopped plants Shoff Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance.
hove root boll covered with moist sawdust, wood chips or other suitable material until planting.
2.02-Installation: PART 6 - WEED ABATEMENT
Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and 8.01-Scope of Work:
City prior to planting.
Provide all material, equipment, and labor necessary to perform all work as indicated on pions, as reasonably implied, and as
Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture: delineated in the specifications.
Native, On-Site Soil with rock no greater than 3" in diameter 6.02-Quality Assurance:
Gro Power Plus, 5-3-1 15 Ibs/cy A. The Applicator of all we control materials shall be licensed by the State of California as a Pest Control Operator and a Pest
Iron Sulfate 2 lbs/cy Control Advisor in addition to any subcontractor licenses that ore required.
(To be used for bidding purposes only, verify with Agronomic Soils Test.)
B. All materials and methods must conform to Federal, State, and Local Regulations.
After backfilling, construct o 3" earthen berm to form watering basin around each plant, to allow thorough water-in and
establishment. 6.03-Submittal:
Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berms In turf areas to be Prior to the instaffotion of any weed control materials, the Landscape Contractor shall submit to the Landscape Architect/City o list
removed prior to City acceptance. of the weed control materials and quantities per ocre intended for use in controlling the weed types prevalent and expected on the
site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect
PART 3 - SOIL PREPARATION AND FINISH GRADING and City data to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed
varieties present.
3.01-Scope of Work:
6.04-Responsibility and Coordination:
A. Provide oft materials and equipment, and perform all work necessary for and incidental to the soil preparation and finish grading
of oil planting and lawn areas as shown on plans, os reasonably implied, or as delineated in the specifications. A. Landscape Contractor is responsible for the erection of oil signs and barriers required to prevent intrusion into the treated areas
and to notify the public.
8. Furnishing, placement and grading, of topsoil for backfilling of planters If required.
B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method shaft render the
C. Cleaning and finish grading of planters oreas and planting areas. job site unusable for more than 10 days from date of application.
3.02-Topsoil: 6.05-Non-Se4ective Herbicides:
A. Existing on-site soils Wed as 'occeptable' under 'Ste Grading' specification. Non-sefective contact herbicide and/or non-sefective systemic herbicides (as recommended by the Pest Control Advisor) CITY
B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. SIR plus clay content o1 this 6.06-Selective Herbicides: DESCRIPTION OF REVISION DATE APPROVAL
soil shall be no greater than 15% by weight. The boron content of this soil shall be no greater than 1 part per million as
measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. Selective pre-emergent herbicides compatible with seed mixtures (os recommended by the Pest Control Advisor) CITY 0 F RANCHO C U C A M 0 N G A
In order to ensure conformance• samples of the imported soil shall be submitted to on agronomic soils testing laboratory, approved
by the project Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval. Soil test to 6.07-Weed Eradication:
include analysis and recommendations.
If in the opinion of the Pest Control Advisor, perennial grosses and weeds existing in the planting areas will require control prior to
3.03-Soil Amendments: removal, spray these areas per Pest Control Advisor's recommendations. TRACT N o. 15963
All soil amendments shall be as specified in the Agronomic Suitability/Fertility sells report furnished by the Contractor A. Prior to the installation of the irrigation system remove and clear oil weeds and deleterious materials from planting areas. PLANTING SPECIFICATIONS
3.04-Soil Preparation: B. Allow herbicide to kill off weeds. Rake or hoe off all dead weeds to o depth of 1" - 2" below the surface of the soil.
Physically remove oil weeds from the site.
All work on irrigation system Shoff be complete and Inspected for recommended approval and, fine grading completed, prior to ARC H I BALD AVENUE SOUTH Q F BANYAN
rototilling and prior to soil amendment work. PART 7 - LMIDSCAPE MAINTENANCE
After rough grades have been established• prepare all lawn and planting areas by tilling or cross ripping to o depth of 12". AN 7.01-Scope of Work:
rock and debris more than 2" in diameter shall be removed from the site, except for areas that ore to be sodded, in which oft
rock and debris more than 1" in diameter shall be removed. Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably �p� APPROVED BY: DATE[/' � - "
implied or as delineated in the specifications including, but not limited to the following: ��
CITY ENGINEER R.C.E.
Apply , spread, and rototil in all soil amendments as recommended to o depth of V. Water area thoroughly after rototilling is ay NO. 1549
complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of planting area: Maintain all ants and Keep planted areas freeofweeds and debris.anted areas. Er /30/0r DESIGN: ROYAL OAK DESIGN RE D
4 cubic yards of nitPrune trees and shrubs.rolized Redwood or Fir shaving or equal. Fertilized all plants and planted areas. S.L. 53 Hunter Point Road
200 lbs. of Gro-Power or approved equal. Irrigation. Phillips Ranch, California 91766-4959
r d} !
The above soil conditioning are minimal qualities sies only and should be used only for bidding purpose, because soil conditions may spraying.g' 'flf DRAWN: Telephone: (909) 622-2209 SHEET:� CSU
change drastically from the time these specifications were developed to the time the actual soil conditioning take place. Therefore, S.L. L-5 OF 5
the Contractor shall obtain his own soils analysis at a rote of one per every 25,000 square feet of planted area. These soil tests Sylvia E. Lyons, RLA RLA N0. 1549
shall be conducted by on approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copies CHECKED: DRAWING NO.
of the soil test to be provided during the Pre-construction job conference. 17 Lf `(n
DATE: Au9.7. 2000 FILE NO.
PROJECT SHEET No.________ of______
t