HomeMy WebLinkAbout1377-L DEVELOPER/OWNER
LANDSCAPE ARCHITECTURAL PLANS DIVERSIFIED PACIFIC HOMES, INC.
10390 COMMERCE CENTER DRIVE
SUITE 200
TRACT # 13851 RANCHO CUCAMONGA, CALIFORNIA 91730
WILSON AVENUE & LOT 'A' @
LANDSCAPE MAINTENANCE DISTRICT NO 1 .
10
VICINITY MAP GENERAL NOTES SHEET INDEX
L-1 TITLE SHEET
L-2 CONSTRUCTION PLAN
GENERAL NO L-3 IRRIGATION PLAN
I • � 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING L-4 IRRIGATION DETAILS
AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: L-5 PLANTING PLAN
OF THE LANDSCAPE ARCHITECT AND THE CITY.
BETWEENCRY•MAfNTAINED TURF AND CRY-MAINTAINED SHRUB L-6 CONSTRUCTION & P LA t�iT I N G DETAILS
i I 2_ AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS-e"WIDE X 6 DEEP CONCRETE HEADERS
- , ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE-
PROJECT LOCATION NANCE-8'WIDEX6"DEEP CONCRETE HEADERS L-7 IRRIGATION & CONSTRUCTION SPECIFICATIONS
� �� � 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTE- L-8 PLANTING SPECIFICATIONS
I "
o i t +* i STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR MANCE-6"WIDE X 6"DEEP CONCRETE HEADERS
ru
PUBLIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-
i + 6"WIDE X 6"DEEP CONCRETE HEADERS
'.�' ~ • 4. THfS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR
i �' �` -� WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL
owl + LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE
gg - o LAW. MADE IN THE FIELD, AD ADJUSTED AS NECESSARY TO MEET FIELD
a i CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR
. C UC ' 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION.
WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE
J W `
ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
e _ CONSTRUCTION. FOLLOWING CRITERIA:
" 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
�••" r REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC
FRyyY r .yam� i RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
"` "` - ' 1 AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE
- a i • i 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED CITY INSPECTOR.
WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND
,�.o.; •` STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ACCEPTANCE BY THE ENGINEERING DIVISION.
'' } • �"' , d ENGINEER. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT
6 `T PLANS ONLY.
waw 8 a-'w Ni! - - S. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE
A ��.� FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
' 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE.
A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911
9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD JAMES FREI
SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE
N.T.S. INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN B. GENERAL TELEPHONE (800)463-3000
ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL
COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER C. SOUTHERN CALIFORNIA GAS COMPANY (900)427-2200
VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR,
OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF D. CUCAMONGA COUNTY WATER DISTRICT (909)%7-2591
MAINTENANCE RESPONSIBILITY MAP THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, RAN SAN CUCAMONGA,
ROAD CONSULTANTS
WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS RANCHO CUCAMONGA, CA 91730
WHICH SETTLE BELOW GRADE, FERTILIZING, AND APPLYING SUCH
SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. E. METROPOLITAN WATER DISTRICT (909)593-7474
MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT,
CLEANING, AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION F. COMCAST (909)993-995 DERBISH, GUERRA & ASSOCIATES
SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, DUPONT ST. L A N D S C A P E
REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE (PORTION OF RED Hit-) ARCHITECTURE CONSULTING CIVIL ENGINEERS
CITY. ONTARIO, CA 91762 8331 UTICA AVENUE
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION (900)566-2757 SITE PLANNING RANCHO CUCAMONGA,CALIFORNIA 91730
PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD. #f120 (909)957-43M
RECOMMENDATION. RANCHO CUCAMONGA,CA 91730NDSCAo
10630 Town Center Dr. RU F
CITY MAINTAINED AREA 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (900)655-4555 Suite 128 � w'Fo �y�
DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE. Rancho CuCamonga V r•
760-438-0525. FONTANA, CA 92336
CA 91730
(909) 484-2800
i Fax (909) 484-2802 '^'T
Li -
Aicfierd Krumwiede
i 4 ._ >,. ' CA Lic. #2834 AZ Lic. # 29115
4 5 12 13 16 17 18 19 20 21 22 27 .,4—= NV Lic. # 446
3 6 11 15 0 2325 28 LANDSCAPE QUANTITIES
z 14 24
> 10 41 51 50 49 48 47 29 WILSON AVENUE QUANTITIES: HILLSIDE RD./LOT 'A' TRAIL QUANTITIES: O
Z 2 7
52
4fi
9 ti 40 42 43 44 45
30
3 1 8 53 31 DESCRIPTION OF REVISION DATE APPROVED
HIGFr kA W PI A 56 �9 3932 3a 33 TOTAL CITY MAINTAINED ACRES: .35 ACRES TOTAL AREA. 15,265 SQ. FT. —
TOTAL CITY MAINTAINED ACRES: .26
61F60 59 58 57 5554 37 36 35 (HILLSIDE EQUESTRIAN TRAIL & LOT 'A � CITY of RANCHO CUCAMONGA
38
TOTAL AREA: 11,139 SQ. FT. PLO
TOTAL ROCK AREA 48o sQ. FT. 0 0 WILSON AVENUE & LOT W, TRACT #13851
TOTAL L.F. OF TRAIL FENCING: 822 L.F. LANDSCAPE IMPROVEMENTS
TOTAL NON-TURF PLANTER AREA: 4628 SQ. FT. WILSON AVENUE E/O HAVEN AVENUE
TOTAL L.F. OF TRAIL FENCING:
10'-4 HILLSIDE AVENUE E/O HIGH MEADOW PLACE
495 L.F. UTOTAL S.F. TRAIL AREA: 10 157 SQ. FT. TITLE SHEET
CITY MAINTAINED AREAS: TOTALTREES: APPROVED BY: OATE : �
TRAIL SURFACE AND FENCING ONLY 23 CITY ENGINEE �1 RCE No . 24953
WILSON AVENUE DESIGN ARCHITERRA DESI N GROUP FE pEp
Lagerstroemia i. 'Muskogee' - Crape Myrtle (Lavender) _ JAF LANDSCAPE ARCHITECTURESITE PLANNING _
g_I> DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET
RANCHO CUCAMONGA,CA 91730
JAF (909)4542800 FAX: (909)484-2802 -1
N.T.S.
CHECKED / DRAWING N0.
JAF DATE RLQ► N0. 2834 _1 .3 77—L
SHEET OF
J
W
1 z
/
� 1 Z, HIGH MEADOW Q
• 1 14 PLACE V
1
II tt 2 ; 1 IFW
1 1 • 1 1 i i �
1795 2 16 11 16 7 /' ; V
�
1 4 • 1790 3ui
LIMIT 035 -
F WORK 1 -:=::::::: i OF WORK
�_ co. �. _ 13
.r.:-r - - - ' ---
C9 -- - - - - - -- - - _-__
s.- - - - - - - -- -- -
- - - - -
S
i
tV
:�Q:• ..
N _
.>�__�--•:-Wit::'.'..,..•'.'-'•'-'•'•',',•,•,•••,••••,•
T
N
:N
T
.l
p
N
Q Ln
.1
/
-24" JO 18 \ 36 24 4'"
18"
Ct 14'-9" 14'-9" \�' 2 73'
TYP. TYP.
7w 118' 3 4 7T 2 10T\- 4
124
WILSON 4 10 AVENUE
WW
Z Z
J J
cc
4"DECOMPOSED a TRAIL FENCING
GRANITE
MASONRY WALL 4"DECOMPOSED GRANITE
TRAIL FENCING /00; 8'-0"
• i
CURB AND GUTTER -�.� 1
✓.- CURB AND GUTTER
1
ATIVE COMPIACTED SM WTIVE COMRAC I ED SOIL TRAIL FENCING 1
6"CONCRETE MOWSTRTP 8"CONCRETE MO
13 1
SECTION CC' SECTION BBt 9
N.T.S. N.T.S. 23
w 4 r cc
1 al la
2 3 O 9 ♦♦j �� , 2 ARTHEN SWALE C.L.
Q w - r/ r MASONRY WALL MASONRY WALL
V ��
W Q __:::: , 4"DECOMPOSED GRANITE
: :: j.
HILLSIDE ROAD : :: =
. . . . . . . . . .
S -_•. N;.•.•� ��////`/
... . . . .... . .
. .. ... . ....
6 ♦ - //�► NATIVE COMPACTED SOIL
T� - // _�� // I
/ °° _ - - ////� ''''''/
/ - - r..... .r.t. - - - - - - /♦/i♦ ♦//i /
/ / a1
- - - /
- - - - - / /
/
/
T
N /
1)
/ /
/ /
E
TI
S C N
/ O AA
zv-
. . . . . . ..
T
/
pp /
••N
Ir. . .. . . . . . . .
Pte° LIMIT OF WORK �y _ _ e / ♦/, ♦i,
�v �. '_i 41 40 p��'''i'♦♦/ii;
I'1 ; '''♦//i
1 17 ` '''ice♦/i ''h/♦moi
' ♦i,,/ /�y///38
1 10 3 1 11 /i/i♦♦♦////, .! .:= :=: ,/moi 15
♦/i/,♦/♦♦�♦//.
A 39'''''''''/♦/i`
,,.
NEW TRAIL FENCE NOTE: �
. -� •�/,♦/♦//'';�;;:;;�,:::•
CONTRACTOR TO TRANSITION NEW EQUESTRIAN TRAIL IMPCONSTRUCTION NOTES CONSTRUCTION LEGEND : •-"'l '''''♦/♦.,
TO MATCH EXISTING TRAIL TO THE WEST. DO NOT '� ♦/
CONNECT TO EXISTING-USE SEPARATE END POSTS.
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT O 4"DEEP DECOMPOSED GRANITE EQUESTRIAN TRAIL PER CITY DETAIL NO. 1002-A.
IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANDIOR GRADE DIFFERENCES EXIST THAT MAY
NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY 2. 6"CONCRETE HEADER PER CITY STANDARD DETAIL NO. 534.
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL
ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE 3. PVC 2-RAIL EQUESTRIAN FELE PER CITY STANDARD DETAIL NO. 1010-A.
SUCH NOTIFICATION. NpSC/!pE
4. PROPOSED CATCH BASIN BY OTHERS, SEE CIVIL ENGINEERS PLANS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL MiuArw,� +
UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE 5. PROPOSED ACCENT BOULDERS, (SEE PLAN FOR SIZES).
RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID
UTILITIES. 6. VEHICLE GATE WITH SIDE ACCESS PER CITY STANDARD DETAIL NO. 1006-A. r'Ui Q a
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUB- 7. ENTRY WALLS WITH PILASTERS(SEE H.O.A. LANDSCAPE IMPROVEMENT PLANS FOR TRACT NO. 138'51. CIO DESCRIPTION 0 F REVISION
CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. I DATE i APPROVED
S. �� CITY o f RANCHO 4. SEE GRADING PLANS FOR VERTICAL CONTROL. TEXTURED TRAIL CROSSING , SEE CITY STANDARD DETAIL NO. 1003. CUCAMONGA
9. PROPOSED STREET LIGHT STANDARD BY OTHERS. �If ar CAtI
5 AS REQUIRED. REFERTO CONTRACTOR
D.SHALL CO COORDINATE
LANS.IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS 10. HANDICAPPED ACCESS RAMP PER CITY STANDARD DETAIL 140. 102. WILSON AVENUE & LOT 'A', TRACT #13851
6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE 11. 6 HIGH MASONRY BLOCK WALL BY OTHERS.(PRIVATELY MAINTAINED) LANDSCAPE IMPROVEMENTS
SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER® IFICATIONS. WILSON AVENUE E/O HAVEN AVENUE
7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS TO REDUCE JIN T_ HILLSIDE AVENUE E/O HIGH MEADOW PLACE
DIPS, ABRUPT CHANGES, AND SHARP TRANSITIONS. 13. MAINTENANCE ACCESS DRIVE TO LOT W. REFER TO STREET IMPROVEMENT PLANS.
a. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL HAVE A 14. TEXTURED PAVEMENT BY OTHERS, SEE H.O.A. LANDSCAPE IMPROVEMENTS.(PRIVATELY MAINTAINED) CONSTRUCTION PLAN
CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND
APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 15. TUBULAR STEEL FENCE WITH GATE. SEE DETAIL H, SHEET L-6. APPROVED BY: - D A T E�f
9. SEE ARCHITECTURAL PLANS FOR MAILBOX DETAILS NOT INCLUDED UNDER THIS CONTRACT. 16. ROCKSCAPE SURFACE. SEE DETAIL F AND G, SHEET L-6. CITY ENG 1 N E E R ' C74ll R C E N o .24953
10. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATION, • DESIGNJAF ARCHITERRA DESIGN GROUP FE SITE
M��_
D
THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. EQUESTRIAN TRAIL FENCE NOTE: LANDSCAPE ARCHITECTURE
SITE PLANNING
DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET
1. TRAIL FENCE SHALL STOP V FROM STREET LIGHTS AND UTILITY POLES. SCALE: 1"=30' JAF RANCHO CUCAMONGA,CA 91730 L-2
2. TRAIL FENCE SHALL STOP 2'FROM FIRE HYDRANTS AND UTILITY ENCLOSURE (909)464-2800 FAX: (909)484-2802
OW-FLe St -Tb -WAiL sT*1 qT. L.-C& CHECKED DRAWING NO.
RWK DATE FILE No. 2&34 1-377- L
SHEET OF
SPARE WIRE NOTE: IRRIGATION NOTES:
CONTRACTOR TO INSTALL(1)SPARE ORANGE WIRE
ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE 1. NEW WATER METEFlFl(SIZE PER PLAM,AS PROVIDED BY OCWD,IS AT ALL POINT OFOONNECTION. THECONTRACTOR
FARTHEST REMOTE CONTROL VALVE ON EACH BRANCH. 1 SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE
CONTRACTOR TO TERMINATE WIRES INTO A ROUND HIGH MEADOW I 1 CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
VALVE BOX AT EACH END. I I 2 TYPICAL POINTS OF CONVECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF REOLVEM,
NOTE: FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT
PLACE
SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFl&TIONS,MANUFACTURERS'RECOMMENDATIONS
NOT A PART OF THIS CONTRACT ; AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
SEE H.O.A. IMPROVEMENTS FOR 8
/ THESE AREAS. I 13.2 / ,',1 3 BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHMN ASTRONG BOX('SB)SBBG45 AL ALUMINIUM ENCLOSURE,AND SHALL
1
1" 332 8 ' BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.
1 i 4. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER
3 38.E 2ID.1 1 ; a8.8 4 POSSIBLE.
1'795 11/2" 1062 874 11/4" 912 11/2" 'I
5. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,
ETC.SHOWN WITHIN PAVED AREAS ARE FORDESAN CLARIFICATION ONLY
' 0 1 AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,
WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES.
1 DF WORK g 1 6. CONTRACTOR SHALL VERIFY
ALL�LL IONS AND DIM NSII D RECTION IMMEDIATELY PLANS
o E SITE TO COMMENCEMENT OF
1 4 0 (0g LIMIT OF ORK 2 1 oil .. ro"! 012MFAF10�10 BE
_ _ C' 7. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL
L
M C3 -- - 3/4• - 314' 3!4' 11/4' 11 r4' 1" - 1 3/4' 3M' z ° 3/4 3 4 4 _ - _3 a FOR THE REPAIR/REPLACEMENT, T NO COST TO THE CI R ANY DAMAGE OF SAID
// `% �2- 7 1
- - - - - 2. R FACILITIES.
3 4 „µ TAKE SOLE RESPONSIBILITY ENT A TY FOR
14• 1•' 1" 1114" 11/4' '1114' 11/4' 2, _ _ - 2' 1 � - UNDE GROUND
o- 4 �, x CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL
- - - - - - - - - - - 3/4 INSTALLATION OF A PRESSURE
3/4' 314' 314'
_ _ _ _ _ _ _ OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE ELAND
r- -- - COMPENSATING NOZZLE SCREEN{PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION.
-�- /i i r4 3/4, M 3/°' 3r4' 3r4' ��
3r4' i4" 314• 3;d' 1114' �'
3/4Ni 1 3/4' J 9. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE
� s a SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER
WILSON ; s „ AV E N U 7n 14. Z 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.
590 11/4 1 Z 10. INSTALL ONE(1)SPARE ORAGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE
Q (RCV) EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR
20 2 7 = IRRIGATION
1047 11/4" V 11. IRRIGATION SYSTEM IS BASED UPON A MAXNUM OF 3 INCHES OF WATER PER WEEK(TURF)APA 2 INCHES OF WATER PER WEEK
CONTROLLER NOTE: POINT OF CONNECTION NOTE: (GROUND COVERISHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY
AUTOMATIC CONTROLLER TO BE A CALSENSE ET-1-d-DR-W/ANT. (ANTENNA PORT)TO BE INSTALLED CONTRACTOR TO CONNECT TO PROPOSED 1 1/2" Y ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
WITHIN A STRONGBOX (SB)-24-SS/120 VOLT. METERED CONTROLLER ENCLOSURE. MOUNT ANTENNA DOMESTIC WATER METER BY CUCAMONGA COUNTY w 12. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM
PORT (EPDXY FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURERS RECOMMENDATIONS AND WATER DISTRICT. CONTRACTOR TO INSTALL A 11/2" W DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER
ATTACH COXIAL CABLE. ELECTRICAL P.O.C.:CONTRACTOR TO PROVIDE ELECTRICAL SERVICE FROM REDUCED PRESSURE BACKFLOW DEVICE, 1 1/4' a: PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE
PROPOSED STREET LIGHT LOCATION TO PROPOSED CONTROLLER LOCATION. INSTALL NEW ELECTRICAL MASTER VALVE AND A 1" FLOW SENSOR. IN- U CITY.
PULL BOX, 11/2" ELECTRICAL CONDUIT AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED STALL PVC MAINLINE TO CONTROL VALVES AS a: 13. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-$DR(DIGITAL RADIO)WIAW-1 ANTEWO PORT WTALLED WnM A
IN ENCLOSURE. SCE CO:TO INSTALL METER HEAD AND CONNECT TO STREET LIGHT. CONTRACTOR TO MAKE SHOWN. STRONGBOX(SB)24SS1120 VOLT CONTROLLERIELECTRICAL ENCLOSURE. MOUNT THE ANTENNAL PORT(EPDXY-FILLED)ON TOP
ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON. SYSTEM SHALL BE OPERATIONAL PRIOR TO W OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL
CITY'S ACCEPTANCE OF PROJECT. FINAL CONTRbLLER/PEDESTAL LOCATION PER CITYINSPECTOR. EXISTING STATIC PRESSURE: 120-130 PSI Ll,J PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE
SYSTEM DESIGN PRESSURE: 87 PSI CITY.
CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE FOR CONTROLLER PROGRAMMING. �
MAXIMUM G.P.M. DEMAND: 38 GPM 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER
CALSENSE HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED
2075 COURT DEL NOGAL AND PAID FOR BY THE DEVELOPER.
SUITE P t5. ALL SPRINKLER HEADS SHALL BESET PEREPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATE)UNLESS OTHERWISE
CARLSBAD, CALIFORNIA 92009 DESIGNATED ON THE PIANS.
(619)438-0525 16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 114"ABOVE
FINISHED GRADE.
1
1
XERISCAPE ASSESSMENT SYSTEM SUMMARY
, POINTS
O
Q • ,� II. IRRIGATION (Point Value) CLATME
i
Q 1. Low gallonage irrigation system. (20) 20
W IRRIGATION NOTE:
LFOR IRRIGATION IN THIS AREA SEE2. Automatic controller. (20) 20
L LANDSCAPE
IMPROVEMENT PLANS J; /�,
3. Designed to water plants by watering needs. (10) 10
J
�. - . �ii� 4. Soil moisture sensors. (10)
HILLSIDE _ ROAD
5. Ram Sensors. (5) 5
6. Wind sensors. (5)
7. Sensitive to slope factors. (5) 5
- �-rama_n z/
, ����ii,,,�
! � ////////////// 8. Reclaimed or recycled water. (5)
TWW Ilk =101=
LIMIT OF WORK �i ,_X ___ 41 40 09� ��ii,,,���' �' ,,�yi,ry,4 Total Points Claimed: 60
, ` ����i,,, ���i,, 38
1 17 ��i ,, ��i (Minimum Points Required:) (60)
39 � '
..�.- %•,,,,,;,��., VALVE SIZING KEY
IRRIGATION LEGEND PRESSURE LOSS CALCULATIONdw 54
SYN. MANUFACTURER M4DELNUMBER DESCRIPTION RADIUS I;P.M. P.&L Q PROPOSED 11/2 " DOMESTIC WATER METER BY CUCAMONGA COUNTY
VALVE # 1 10 --GPM
WATER DISTRICT, DEVELOPER TO PAY ALL FEES PROJECT: HIGHLANDS AT DEER CREEK L.M.D. TR. 13851 BY: JAF VALVE SIZE 3/4 j SO.FT.
RAINBIRD 1812-SAM-PRS-SQ POP-UP SPRAY HEAD 8' .30 30 STATIC PRESSURE HIGH: 130 PSI LOW: 120 PSI
SOURCE OF INFORMATION: CARLOS -CUCAMONGA COUNTY WATER DIST.
RAINBIRD 1812-SAM-PRS-8T POP-UP SPRAY HEAD 8' .40 30 19 WILKENS 500 SERIES 11/2 " PRESSURE REGULATOR SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT
• N NIBCO T-113 LIVE-SIZE GATE VALVE PHONE NUMBER: (909) 483-7440
RAINBtRD 1812-SAM-PRS-SH POP-UP SPRAY HEAD 8 .50 30 VALVE STATION/GPM: STATION: 3 38.0 GPM
RAINSIRD 1812-SAM-PRS-IOQ POP-UP SPRAY HEAD 10' .40 30 0 FEBCO 825-YA-8V-1.50 11/2 " REDUCED PRESSURE BACKFLOW DEVICE TO BE INSTALLED INTO P_S_I_ L �S
V RAINSIRD 1812-SAM-PRS-IOH POP-UP SPRAY HEAD 10' .80 30 A STRONGBOX BACKFLOW ENCLOSURE MODEL NO. SBBC-45-AL ITEC �Np �pE
FEBCO 650-4307 11/2 " BRONZE WYE STRAINER W/ 40 MESH STAINLESS SCREEN WATER METER SIZE: 11/2" 0 38 GPM 3.00uv
eBIRD IN 1 8 12-SAM-PRS-I SEST POP-UP SPRAY HEAD 4X15' .60 30 BACKFLOW DEVICE SIZE: 1112" @ 38 GPM 11. 50
RA RAINBtRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN MASTER VALVE: 1 11/4 @ 38 GPM 3.50
8
RAINBIRD 1812-SAM-PRS-I SSST POP-UP SPRAY HEAD 4X30' 1.20 30 FLOW SENSOR 1 1" 0 38 GPM 8.04
® CALSENSE FM-1B 1" FLOW METER BY CALSENSE GATE VALVE(S): 1 2" 0 38 GPM 1.00 DESCRIPTION OF REVISION
PRESSURE REGULATOR 1 1112" ! 38 GPM 12.00 - � DATE APPROVED
NOTES: ® SUPERIOR 3100 SERIES 1112 " NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE MAINLINE (CL. 315): 2" 240 L.F. @ 38 GPM 2.76
1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REOUIRED TO ADJUST THE RADIUS TO PROVIDE1 0% COVERAGE T(U CALSENSE ETI-8-DR 8-STATION WALL MOUNTED ELECTRIC CONTROLLER MOUNTED IN A AUTOMATIC VALVE SIZE: 11/2" @ 38 GPM 3.20 LATERAL LINE SIZE 1/2" L.F. @ GPM 0.00 ^ . CITY of RANCHO CUCAMONGA
REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIF *L, SHEET L-� STRONGBOX MODEL N0. SB-24-SS/120V METERED CONTROLLER 3/4" 50 L.F. @ 7 GPM 2.00 OF CAl
ENCLOSURE 1" 34 L.F. @ 13 GPM 1.14 WILSON AVENUE & LOT 'A', TRACT #13851
0 RAIIVBiRD 33DNP W/ 33DK QUICK COUPLER VALVE th 150' O.C. 1 112" 45 L.F. @ 19 GPM GPM 0.00
00 LANDSCAPE IMPROVEMENTS
----APPROVED SCH. 40 PVC MAINLINE. SIZE AS SHOWN, MIN. COVER 18"; USE CL 315 2" 3 L.F. @ 38 GPM 0.03 WILSON AVENUE E/O HAVEN AVENUE
PVC FOR 2" AND LARGER. 2 112" L.F. @ GPM 0.00
HILLSIDE AVENUE E/O HIGH MEADOW PLACE
APPROVED SCH. 40 PVC LATERAL LINE, SIZE AS SHOWN, MIN. COVER 12"
t`ViV�s Alert ====== APPROVED SCH. 40 PVC SLEEVES. SIZED 2.5 X LARGER THAN PIPE TO BE INSERTED, UNLESS IRRIGATION HEAD PRESSURE: 30.00
OTHERWISE NOTED IRRIGATION PLAN
Uncle Und SeC /"'1SYSTEM LOSSES SUBTOTAL: 79.11
FITTING LOSSES10% OF SUBTOTAL): 7.91 -
APPROVED SCH. 40 PVC WIRE SLEEVE, SIZE AS REQUIRED UNLESS OTHERWISE NOTED ELEVATION LOSSES/GAINS (ECFV. x .433) t: 0.00 APPROVED BY: DATE j ,
TOTAL SYSTEM LOSSES: 87.02 CITY ENGINEER c.c.t�tCGct R CE N0 .24953
9
C$h: TOLL FREE AVAILABLE PRESSURE (LOW): 120.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE: (+ 2.98 • DESIGN ARCHITERRA DE SI N GROUP D
JAF LANDSCAPE ARCHITECTURE
NOTE: CONTRACTOR TO SET PRESSURE REGULATOR SITE PLANNING
1-800
TO SYSTEM DESIGN PRESSURE OF 87 PSI. CONTRACTOR DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET
422-4133 TO FIELD ADJUST REGULATOR AS NECESSARY. SCALE: 1"=30' JAF RANCHO CUCAMONGA,CA 91730 L_3
(909)484-2800 FAX: (909)4842802
CHECKED DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG RWK DATE RLA No. 2FL-44
SHEET OF
BRASS WYE STRAINER 0
STRONG BOXSBBC-4&AE WITH 60 MESH
ENCLOSURE MONEL SCREEN
BACKFLOW PREVENTER
PLASTIC VALVE SOX t ASSEMBLY E
COVER ETCHED"IRRIGATION GATE' NIPPLE•TYPICAL
BLUE
(CARSON OR EQUAL) r - - - - - - - - (4)PLACES
EPDXY FILLED
"AVE I rDNIK � ANeI(rrPE TO RED SNAP-TITE'WATERPROOF
NIPPLE BLACK CONNECTOR OR EQUAL N ABOVME'�F�IBNIIS'EHAGRAe DEr
$FT TO
SPECIFIED DEPTH WITH 45°ELLS
' 6•THICIf X iTWIDE SCH 40 PVC MALE ADAPTOR PIG TAIL EXPANSION MULCH
SCH eD PVC UNION IRRIGATION CONTROLLER ;.:`..`;.;`.. .--- :-y y:�:-
UN10N-# CONCRETE PAD(LEIVGTHVARIEB `SNAP-TITE't)MTERPROOF LOOP (MIN. 24' LONG) :: .•, :-•: •.
-c••c •..c;:'c:•.r•:c:•.c�<a'- sccc. FINISH GRADE
BRASS OR PVC NIPPLE CONNECTORS OR EQUAL g ;, _-,c_i _, _, i.
BALL VALVE•1 t?OR SMALLER WiTH PRESSURE REGULATOR _ PER SIZENANUFACTURER) ELECTRIC CONTROL VALVE -
SEE LEGEND FOR MODEL PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL -
STAINLESS STEEL HANDLE � ' SLOPE TO DRAIN AT MINIMUM 2's S� PLASTIC VALVE BOX NO.AND BRAND. FINISH GRADE MARKED"IRRIGATION RCw EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS l<t
RESILIENT WEDGE GATE VALVE-EPDXY 2.{) (CARSON OR EQUAL) LOCKING LID. PLACE AT GRADE IN Joe _ I-
COR Y OR LARGER WITH 2'OPERATING PVC SLEEVE ETCHED WITH CONTROLLER as k
NUT REQUIRED FOR .AND VALVE SEQUENCE TURF AREAS AND 9'ABOVE IN
VALVE �• '• j• • i PIPE THROUGH i's r MIN.N. FINISH GRADE RANT BED. I -
_• �• �� = f CONCRETE PAD ' 1 PSB TAiL EXPANSION -
ROM WATER SOURC - PLE •TYPICAL SIDEWALK NOWUAE LOOP (MIN. 24•LONG) 'iQ aw WHITE I I
_ (COMM
(2) PLACES
)
SENSOR
0'ti COMPACTtO SCH 40 PVC MALE WHERE
BLUE
UF 14
•S REQUIRED 6 - ADAPTOR 3• PIG TAILEXPANSONIRfD WIRES
LOOP(MIN.24•LONGI
TO METER ! j FLOW I Flow BRASS ANGLE RED MASTER CONTROL
LINE TO SYSTEMS L 3. VALVE W/UNION (LACK VALVE
y sa•WASHED
CONCRETE THRUST BLOCK ELBOW a . CRUSHED AGGREGATE
PER CCWD STANDARDS TYPICAL(4)PLACES T�•"'" FLOW METER NOTE: wm 0PVC
DIAMETER CONTRACT+DR TO INSTALL TWAo°STREET LL SS•STREET ELL
RiLi1D PiPE AND RELATED FITTINGS SMALL BE PER CUCAMONCiA COUNTY SCH eo PVC NIPPLE SCOTCH LOK EPDXY FILLED MARLEX PO°STREET ELL
WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH CONTROL a COMMON WiRES SAME SIZE AS CONNECTORS FOR ALL FLOW TINGOCWD PRIOR TO CONSTRUCTION. DIAMETER SAME SIZE FLOW METER SENSOR WIRE CONt�CTIONS. LATERAL LINE
NOTES: AS FLOW METER SIZE SIZE INSTALL SCOTCH LOIS
TYPICAL(2)PLACES
AFTER
ATLEY
3W WASHED CAIS MIS
1. TALL PER LOCAL CODES. INSTALISENSOR.
NSOR.
t EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24'FROM ANY BRASS NIPPL NOTE:
ANTI-DRAIN VALVE AB REQUIRED
AGGREGATE BASE 1. LOCATEwADTTOrfROMYVAN.CUIISS.NOWCAPM.ISM.RMS.
STRUCTURES OR HARDSCAPING. SCH 40 PVC SXSXT TEE MI
PRESSURE SurPtr LINE NIMUM DISTANCE DOWNSTREAM OF Ara EDGES OF LAWN.
N PACE Al iR�iATEPIRiORTd�OFV�VEBOX S. WHEN UNIT ISNEXT TOASTRUCTURE P.E.WALL BUILDING,ETC.) UNINTERRUPTED PIPE(6X DIAMETER 2 USE TEFLON TAPE ON ALL MIILETHREADS.
MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 1.INSTALL CONTROL VALVES ANNW"OFTTFRDMSTRUCTURE OR►YLRosc,Iwllla OF FLOW METER SIZE) s.INSTALL HEADS WITH INTERNAL CHECK VALVE NOPRESSURE CO PENB+tI
I INSTALL CONTROL VALVES A MIN.OF IT FROM STRUCTURES OR RAPING. 4. ORIENT UNIT PARALLEL TO STREET. t INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS MINIMUM DISTANCE UPSTREAM Of FEATURE AS PER THE IRRIGATION PLAN.
S. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. &PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING 4. HEAD CONNECTION AT BOTTOM INLET ONLY.
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. i. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. UNINTERRUPTED PIPE{10X DIAMETER
A PLACE AGGREGATE PROP TO INSTALLATION OF VALVE BOX.
6. DIALETiCFITTINGS ARE REQUIRED FOR CONNECTIONS OF (ATTACH"TIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND OF FLOW METER SIZE)
i. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS. VALVE NUMBER.
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER. 7. VALVE PER STD.Std REQUIAEDC BEFORE BACirLOW PAEVENTER
WHEN MAINLINE IS T OR LARGER.
LINE SIZE GATE VALVE RIP BACKFLOW WI REGULATOR REMOTE CONTROL VALVE FLOW METERIMASTER VALVE - 12" HIGH POP-UP HEAD
SCALE: STD. PLAN 518 SCALE: STD. PLAN 517 = P SCALE: STD. PLAN 520 SCALE: STD. PLAN 516 SCALE: STD. PLAN 539
HARD8CAP1Nti(SEE NOTE 4)
STAND ALONE CONTROLLER WITH ANTENNA
14CANT t ANY PORT 'SNAP-TITE'WATERPROOF �, jj� j•
s•w:r c sox MCD"Nc. _ -
»-�<ssi xv EPDXY FILLED LOCATED CONNECTOR OR EQUAL FOR
RAt%MRD 33 DNP WITH PURPLE -
OMTSIDE OF BOX. NOW FLOW SENSOR CONNEC- _
COAXIAL CAME QR SERVICE LOOP (LOOP PERB12 QCV 8 INCLUDI GNHOSE _
CAP -SUPPLYI I�
I NSTAL LATA ONlLOC ATI ON I k
ENOUGH WIRE TO EXTEND WIRE SWIVELS. I
PER CITY AND CALSENSE STRUCTURE I I-
t �OSURE TC BE wojWT0 PIR REPRESENTATIVE CALSENSE CONTROLLER, BUNDLE 6'ABOVE GRADE) 14ARDSCAPINGLOCk I
E' *SDDEOE�n RE ON MODEL N0. PER PLANS SPLICE BOX COVER WITH FINISH GRADE-INSTALL 1 ( I
CO"TR0LL(R SIDE
NIBTALLCALB� INSTALLQUNDULETTERW LOCKING TOP ETCHED 'SLB.• PLANTER BED ONLY. W MAXi RU CLEAN BACXFiLL•BEE
Fet�H K TP 110 DEEP WP'J'BOX - SPECS. FOR MATERIAL.
GRACE tI I I 120 VOLT DUPLEX CALSENSE HARNESS
W%. ii i i r-r R s-r . r COWRIE OUTLET(GFI) RESET R6A8-- b ••
u
roonuc UNe►ALL A KrNKwKw KK $' IN PLANTER AREAS � � � � � � � � 0096 COMPACTION REQUIRED
r AnO OWE ANC OD=E BEDDING AN HA I
TM To DRAKI. AT MwwW« Or 2I[. SCH 40 BRASS NIPPLE 12' - D 8 DD NG
1. L�•IMI ti •Dill tall-II�•i;Aly PROVIDE 6'MIN. OF BRIO
' , II
II I I`___11 Tatt°A.oc/CONDO c KnAes.. TRA PRO TECTION BOARD
SCH 40 BRASS M• ELL . . i
120 YaLT WIRE w a= STEW SCH 40 BRASS 00• STREET ELL STAINLESS STEEL
KbNCur(PER LOCAL CODE) 90' SWEEP ELL 4�=�1 _ I . • • • • •
TO PKMR SIDE tK: g1erNET (TYP-) . . . . . . . . . . . . .
12'X 18 GREEN PLASTIC METER SCH 40 BRASS NIPPLE- SCREW CLAMP
T BOX, CARSON OR EQUAL 24' LONG MINIMUM (3) PLACES -
_ CONTROL iIR►tRE atEEVE
AM 1 ANr'flPM POR(POT+•
L #4 REBAR STAKE _ SIZE PER PLAN. INSTALL
"dw►Gut+Ks""K" - KealsTwn ' PILLw UXATED OU*sme or TIONENCLOSURE MOUNT SCH 00 PVC NO STREET ELL 24' LOG
LJG�T C14010 EOr'•(RRCOL ASSRRE D PPERER"Rrt` IMP Cm AND CCALC•ESE KID. ( ) '� . .
PPttIKMSS.. r J I I ADJACENT TO PRESSURE
I SUPPLY LINE
CLECMIC Kr(ER•(R WE 1. INSTALL CONTROLLER PER MFG.PRINTED INS I RUC AND PER LOCAL -- -
0P(4� PtwK COWRDLU*"om N°• I_J I CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR I I PRESSURE SUPPLY LINE
'AmIMfER TO eCNTROLLER I� I I_ I�
I,,AER'T,I� � I PRIOR TO CONSTRUCTION. � -III-III-I I SLEEVE SIZE TWICE
UMWF• UP' I L J t CONTROL WIRE ALQUR OFREMOTEECONTROLVE TO�TO���N ' TVP. SUPPLY UIAMETER OF PRESSURE
70" REOUIRED KrtR K-J I I� I
PLANE. •.._.._ _.,,. -.
GRADE t GROUND Ree S. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH
BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE
Sccu�OT►OO�Dr,`M+►
MIN. �I I I I I I NON-PRESSURE LATERAL
I veli LEAP 4P Rape WIRE AT THE ENCLOSURE.
LINE SLEEVE - SIZE TWICE
B (L Come (PGR 4. COMMON WIRE TO BE WHiTE AND CONTROL WIRE TO BE RED IN COLOR.
LOCAK
CODE) DIAMETER OF NON-PRESSURE
L NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE
24 VOLT WIRES.TAPED AND NOS LATERAL LINE
CONi - ALL
ANT.I OL ANTENNA
P. BUNDLED AT 15 FT. INTERVALS PRESSURE SUPPLY t EXTEND
SCH BE b EDGE OF F�DSCAPINS AT BOTH ENDO
R ANT.1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RAM LINE FITTING
(DTR2)AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 2 CU. FT. PEA GRAVEL
PRESSURE SUPPLY LiNE S. ROUTE SLEEVING AROUND HANDICAP RAMPS.
SYSTEM PRiOR TO ACCEPTANCE. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. PEFEA TO CRY
T. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. STD.NO.120(24'MIN.TO Sr MAX.DEPTH TO TDP OF PIPE BELOW
STRUCTURAL SECTION).
ELECTRIC CONTROLLER CONTROLLER ASSEMBLY 24 VOLT SPLICE BOX QUICK COUPLING VALVE
SLEEVING
SCALE: STD. PLAN 522 SCALE: STD. PLAN 524 SCALE: STD. PLAN 540 SCALE: (NON-TURF) STD. PLAN 535SCALE: STD. PLAN 533
WO PICS SCREEN PERFORM NCE
STANDARD&SMALL RADIUS SPRAY PATTERNS AND
MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-280 PCS-?GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6
CALOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED
SF 1' 3' 5' B'#
am - 2' 4• 1• r r#
�so a. B. T r s r w
I-
-II "H - r r r 10' itI it
{'- 10°70 r s r r 'o -#
uEM+ s+cN�tl - SEE
ti - SPECS. FOR MATERLA1. 12F - - 107 !' r r t27
44 1=1 I I 90% COMPACTION REOUIRED 1279 - - r T s• T w 10'
1 2 .III I I- 12TT - - r a' s r 11' 170 O AP
I to"-PRESSURE LATERAL LANE: 12H - 4' 7 r 1r 127 1r#
- SCH. 40 SNAKE PIPE KN 12T r r 4' 1C 121
II TRENCH 120 r 17# KRU M
i
-I IORESSURE SUPPLY L"st: 15F - - - - r T 11' 137 WZ
SCH. 40/CL. » TO S SNAKE 1s _ - - r r r 15I
PIPE IN TRENCH i5TT 1• s r r it ,s•#
_I 1 I=II 15H 1• 1' S' r 17 IT �
cowrqmWKef1 _ WHOLE 157 r 1r 157 IST _ r 6v DESCRIPTION O F REVISION DATE APPROVED
I-1 I I i I-I I AND TAPE AT 1S' O.C. AND 15c� - r s r 1r 157
WALL VJACENT To lsso - - - T - 12X1r 14X14' 2DX2W 23x23'
PRESSURE SUPP�Y UNE
178sT - - 0X,°' OX,°' '°x'� 9X301
CITY o f RANCHO C
15CST - - - - 4X22' 4X29' 4X39' !7X24' ' �.
BEDDING A MIN. OF SMO ,
BEDDING AMC SwOF S 15SST - - - 4X17 4X24• 4X27' 4X3-' 4X40'
15EST - 4X14' 4§1g, 4X20' 1
* T * e ' r r �' WI LSON AVEN U E & LOT 'A', TRACT #13851
SCS - r 31 i r LANDSCAPE IMPROVEMENTS
50-8 r 10• a' 1'
N°�� ScsT-e r 14' a' r
1. PIGTAI► AND LOOP COr(TROL WIRE AT (fO CrYrLGES SKI OIR'EC 110N. a
2- PRESSURE SUPPLY UNE' 2 t/Y AND SMALLER Ir MIN. DEPTH tF$ Nf LA r V 4' r 14' IT#
r AND LARGER 24- MIN. DEPTH NIM-SLA - r 1' r s t°' 13' 10' WILSON AVENUE E/O HAVEN AVENUE
N10aA r r s a' IT /8I 161 HILLSIDE AVENUE E/O HIGH MEADOW PLACE
22F-SS - - - r 1• 1' r iT 21I
221+88 r r IM' s IT ,r 17 IRRIGATION DETAILS
220-ss r r ' is Heol 22'#
#RECOMMENDE:D NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI.
NOTE: SCREENS WERE TESTED AT 50PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREtV1EM S. APPROVED B Y: DATE
K3a
DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUNTIMES. &JA&aU (i/fiA
CITY ENGINEER RCE No .249M
TRENCHING PCS SCREEN CHART DESIGN ARCHITERRA DESIGN GROUP IE(� NDED
JAF LANDSCAPE ARCHITECTURE
SITE PLANNING
SCALE: STD. PLAN 532 SCALE: SCALE: SCALE: DRAWN 10630 TOWN CENTERDR.,STE. 128 SHEET
. _
RANCHO CUICAMONGA, CA 91730
JAF (909)484-2800 FAX: (909)4134-2802 L-4
CHECKED DRAWINtN0.
RWK DATE RLA N0. 2834 1377-SH
OF
W PLANTING NOTES:
1 Z I. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARmTECT OF SITE CONDITIONS WHICH
1 Q PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE
RE-INSTALLINGHIGH MEADOW RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING
I = AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.
• / $ PLACE -, S-2 ,0
• 1 I 2- CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT
/ S-5 S-2 3+4 9 I ( 6 16 I W PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS.
35 106 1 : 3 CONTRACTOR SHALL FAMILIARIZE HIMSELF/tRSEIF WITH ALL
1 VINE CLARIFICATION NOTE: I , W LMUTIES,PIPES,
STRUCTURE,ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT
VINES SHOWN ON THIS SIDE OF WALL FOR 1 S-5 ; 'to U NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
1 • 1 1
1795 CLARITY ONLY. CONTRACTOR TO PLANT 5 /,
/ VINES ON WALL FACING STREET SIDE. I ~O 1 a: 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION
W OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,
1 • 1 1 _��/ /_� /� �' J 1� W THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE
1 4 • 3 LIMIT WOR 1 2 1 OF WORK 61 0 WORK APPROVED BY THE CITY.
5.
ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE
- - - - - - - -
/ ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE
SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION.
- - - X17 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED
LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE
teN...001 CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT
DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY.
.�� WILSON $-4 $-3 S-1 S-3 T_1 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR
S-4 S-4 7 S_4 7S-4 74 9 13 AVENUE 15 3 PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING
11 8 7 REQUIRED.
T-1 f) WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUS
TYPICAL BOULDERS, SEE CONSTRUCTION PLAN
15 19 S-4 LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS FOR BOULDER SIZES AND LOCATION. 5 REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON.
9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR 810 PURPOSES ONLY. FINAL SOIL AMENDMENT
TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE
SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE
REQUIRED RATES PER 1,000 SO. FT.
4 C.Y.NITROGEN STABILIZED SAWDUST
120 LBS.GYPSUM
125 LBS GRO-POWER PLUS
11. LANDSCAPE AREAS SHALL RECEIVE C OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,
AND BLEND INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS
HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT
A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH
IS AVAILABLE FROM:
INTRAVAIA
1961 W. 16TH.STREET
UPLAND,CALIFORNIA 917862157
(909)962-6713
1
• IINDICATES DROUGHT RESISTANT PLANT MATERIAL.
O
Q 1
XERISCAPE ASSESSMENT SUMMARY
Q
W FFOR
NG NOTE:
, • POINTS REFERENCE
NTING IN THIS AREA SEE ,//i� L LANDSCAPE (Point Value) CLAIMER (SHEET #/ FF #)
U LANDSCAPE
IMPROVEMENT PLANS ----------- --- , // //� : 1. Water conservi plants. 2
Pf ( 0) 20
J -.�' i�� 2. Turf fimited to 25%(45%residential).(20) ZO
HILLSIDE _ ROAD /
�//////// /// 3. Plate grouped b3'watering needs.(10) 10
4. Hardscape(non-irrigated)surfaces.(10) 10
5. Permeable paving.(5)
_ _ _ /,,
- -- - - - - - - - - - - - - - - - - - - - - - / /i, ',�f,1��. 6. Low water turf varieties.(5)
Ak_
/�////////////f// i '/'/',ice/j/ // 7. Much provided in non-ground cover areas.(S) 5
:- :`:: 8. Soil amendments.(5) 5
LIMIT OF WORK /
4140 �O
1
17 Total Points Claimed 76
38
j/ (Minirm�m Points Required:) (6(1)
''j'''''/iii
///
dp
PLANT LEGEND 00000 -//
GRAPHIC SYMBOL
SYMBOL CALL-ALIT BOTANICALSAME MIRMOMNgME sm SPACNG 10134MENTS QUADS
TREES
• T-1 Lagerstroemia i. 'Muskoget' Crape Myrtle 15 gallon 20' o.c. Standard/Lavender 22
G S-1 Hernerocams hybrids Dayrly 1 gallon 2' o.c. 18 �OSC,�pE
O S-2 Nandina domestica F cav
erty Bamboo 5 Salton 30" o.c. 122 O .w+u a
(2) S-3 Rosmarirus officinatis 'Ken Taylor' Ken Taylor Rosemary 5 gaffon S' o.c. Evergreen, Blue Flower 87 �'
J ,
• S-4 Pennisetum s. 'Rubnum Dwarf Dwarf Pennisetum 1 gallon 2; o.c. 45 _ DESCRIPTION OF REVISION DATE APPROVED
0 S-5 Phormium terrax Jack S
pratt Jack Spratt Flax 5 gallon 4 o.c. Red-Bi Leaves 40 * �
Contractor to verify
variety with delivery �� CITY of RANCHO CUCAMONGA
VINES ticket. or C>tl
� V-1 Pa, henocissys tricuspidate Boston Ivy 1 gaftor► Per Plan 40 WILSON AVENUE & LOT 'A', TRACT #13851
LANDSCAPE IMPROVEMENTS
NOTES'
WILSON AVENUE E/O HAVEN AVENUE
HILLSIDE AVENUE E/O HIGH MEADOW PLACE
1. SMvb lm/out as shown on Qfan diagrammaticaffY Indicates"S"Masses.' GlumMes are as shown on plan, on-o�n�sr spadng as showy,on Ie", SYMBOL L E G E N D
Contractor to verify quantities based on spacing and add additional plant material (at no additional cost to the City) as required to maintain design intent due b PLANTING PLAN
Underground Service Alert existing site conditions not anticipated during design. Layout/Spacing will either be triangular or linear as shown on plan or legend. See detail I, sheet L-6. TREES
Landscape Architect and city inspector to approve final plant layout in the field prior to installation.
SHRUBS
APPROVED BY: DATE - 7
Call: TOLL FREE CALL-OUT CIT CGS
SYMBOL CALL-OUT Y E N G I N E E R RCE No .24953
SYMBOL • DESIGN ARCHITERRA DES16N GROUP
(( 1-800 SIZE JAF LANDSCAPE ARCHITECTURE
SITE PLANNING(gal./box) QUANTITY QUANTITY F N DRAW10630 TOWN CENTER DR., STE. 128 SHEET
422-4133 SCALE: ,"-30' JAF RANCHO CUCAMONGA, CA 91730 L_5
(909)484-28M FAX: (909)4642802
TWO WORKING DAYS BEFORE YOU DIG CHECKED DRAWIN NO.
RWK DATE RLA NO. 2�4 1377- 1.-
SHEET OF
E'-0' O.C.
COMMUNITY
TRAIL
1.VERTICAL GRADE:The Idlolring grades shall be observed: SIDE-ON Me? "CHIN MTS one 3 Svo• w` eon
0.4%optimum ver 500
10%maximum for distances ofeet. Sam
15%maximum for distances limited to 500 feet or Is is. TYPICAL SECTION ens "Its VTTV tape"" son ovv&%s gwAdva or e• Ma m to u20%maximum permitted only in extreme cases and for a" TW
sloe or BARRICADE CNVTLitn ON Poen f•ln- rPe MIL
distances under 100 feet,and only in cases where no vehicle aacopl? Stoclr IrALt DRTVN APPROACH Cas asLDK (le' PACE :ROH •.L.
ass is to be expected.
access
2.CROSS SECTION.2.1%optimum,6%maximum in approved location oMy. I 1
Wrote 20' MICATION .• rseoMPesse etMMHz1s
3.DRAINAGE: ere trail gradient exceeds 4%,water bars,splash curbs or Who M PLANTER AREA P LATER A
diversionary devices may be required. Location of drainage devices to be reviewed
and approved by the Trails Advisory Commrttae TRAIL L CONCRETE HEADER TRAIL a PENCE roes CAP Imtl" aRAeMar
e «
4.SIDE SLOPE CUTS and FILL:2:1 maximum:2%maximum between curb and trail. DECORATIVE BLOCK WALL a _ ?RIFT" tEso MIS
5:1 max.turf 8 3:1 Max. shrubs/ground cover behind trail. Occasional slope
variations will be considered on a case by case basis and will require approval tR
C FENCE «
by the City Engineer. STD. DWG. 101
• !•aS• TPC eon
S.SURFACING:Trail surface shah be deeomposed grafrite with 4 inch minimum base. CONCRETE HEAD fns!• culla rvc rem COacuTit DRIVE STREET
Remove rocks and debris and grade surface smooth. s- cont mass
CO1ICftEYE agltlElt SItlatFtTAt 0/w eRReINMT APPROACH 12' NIS.
DECOMPOSED GRAN STREET
eARHwAY PER clrr or R.C.
1-26• PMC MIL
6.CLEARANCE:All tress shall maintain a 10 toot minimum clearance.Adequate sight Pae reNcs STD. MIs. 101-A
distance to be maintained at all intersections and drive approaches.Fence line shall PSR {TD. Dia. 1010
e" 01*TXWI
and 10 feet back of the B.C.R.or E.C.R. in 20 foot easements In smaller easements, as _ E
determination should be made case by case. Fence line shall end S feet back from
Me top of the'X'at drive approaches.Adequate access to utilties should be maintained. TPA W STREET N
Fence line shall end 2 feet to either side of fire hydrant and 1 toot to either side of METAL PLATE TO STOP
any street light or utility pole FRONTON
croTHE GATE FROM "IsarnG METAL PLATS
PLANTER AREA CURB AND GUTTER INTO THE PUBLIC R.O.M. NaLDEO !O
1.FLOOD and DRAINAGE CHANNEL CROSSING:Where trail must ss existing or UPRIGHT ens
proposed drainage channels,the continuity of the trail shall be maintains by the con A UST BE ?RA"VERes IMTOR SLOM 1MRLL ALI,MN GATE Oman IN
of transverse
rs of an appropriate crossing such as bridges, ramp ways,culvert etc.Wood BLOCK WALL OMIT EPs to ELIDE uteeR Tte �y= wppNlEN ON ?p2L aTDe DF roaTa
or transverse'medium broom'finish concrete shall 6e used to prevent slipping Ino metal p�R VIEW REAR-dN 10•-x- TRAIL
surfaces permitted). Natural streambed crossings should be left as natural as possible I PLANTER AREA coseRETs MADMM
6" CONCRETeffA
8.TRAIL ENTRANCE:Trail entrances shall be designed to provide for equestrian, fevss Ut Sousa e'-r CCICMTR 1nhVXR PSR 9". 90. 534.
pedestrian/hiking use and shall discourage motor vehicle and motorcycle access,except
Local Feeder Trails shall provide one or more means of unobstructed vehicular access + I/1. an atpNRODWN 1007 rIHI{■ eRADE
for service vehicles.Access locations subject to approval by the Trails Advisory Committee Refer to standard drawings for barriers and signs Where there is non learner,the trail should be posted � TRAI /- seeoMeessNs 1/:•9"8ITIt 10.CONCRETE APRONS:For drive approaches at trail entrances or at drainageIcrossings,concrete aprons shall be a transverse'medium broom'finish. o ^ .• E.
11.REDWOOD HEADER/CONCRETE HEADER:Shall be 6 inch concrete header or TRA TRAIL o ,
6" CUR
a redwood header between the asphalt service road and the equestrian trail g •; • n •; •
surface Asphalt must have adequate structural section if built by developer. STREET PVC FENCE PER STD. DUG. 1010 ' � 111000,
PARRWAY n e11AtI1! P0RHXD FOOTING
12.SPECIAL NOTES.Most Regional Trails follow existingor planned flood control
facilities constructed by the San Bernardino County ood Control District and 1. Aft" LANVSCRee A2"9 •HALL NE PLaH'aD A" IARTGATED WITH MM?EIITALB APPRov" IT ?in CITY Il NOTES:
Army Corps of Engineers.Therefore.any construction within their rights-ol-wayPONT
requires review and approval by those agencies and is subject to their standards 2. "Y'"VED STREET TREES PLAID Pon CITY STD. D". 301 STREET lARRwA7 a RB l 1. EVERY LOC TPC AT
AN ALL PPC
and policies. �....�+ roars LOCATED Ar caArorass or DlAserroa exa SEN
3. TOXIC MAR" AAE PROurvirlO. TVE APPRO 1. GATE cows?wucm Or 2 1/2• eBLVMISW {17EL rise. POSTS AAE REQUIRED TO at IrILLED KITH CONCRETE
•. ?RAIL SURFACE Ice co"osro or a• MCUNPers" MANITE, ismin s"Go" To 0e /fRC'EfT S. ■IgM CREATED n WILDTM CROSS =MR%" TO A 3' MLVReTS" STUN PIPw
2XV00" SMITH
COMPACTION AND TREATED KITH A {OIL STABILIZER. rERCE
{LEEV! MITA CAP SLIPTED OVER 2 1/2' UPRIGHT MTE LOST. S. CAr ALL lOBTB AMD END{ OI
S. PLAN VINN TYPICAL Or AFAR-On, $EE LTD. DING. 1003 FOR rRo"-Oe AMO SIDE-0N. CER {TD. Dace. 1010 3. SINK POSTS 40'. GATE SHALL NOT SMT" INTO PUBLIC A.O.N. S. ALL lElmlRf SMALL R rOC FENCE
4. CHAIN SMALL " 3/0- E 1 3/4• E 1 1/4' MILD STEEL At le• LOM. AVAILABLE FROM COUNTRY ESTATE relNeE
e. DU TRAIL NOTES STD. 1001.
SEE TRAIL MOTES STD. 1001
S. LOCK {HALL K lIIOVIDLD MY T6 CITY. ALTERNATIVE.
e. eM TRAIL NOSES STD. NO. 1001 4. TMTLS on CuRvn REQUIRE encTat. onston.
S. OW ?MIL NOTES STD. NO. 1001
TRAIL NOTES WILSON COMMUNITY TRAIL HILLSIDE TRAIL/PARKWAYS "LOT A" COMMUNITY T.NEH. GATS COMMUNITY TRAIL FENCING
STD. PLAN 1002-A STD. PLAN 1003 , A STD. PLAN 1006-A STD. PLAN 1010-A
SCALE: STD. PLAN 1001 SCALE: : SCALE: SC LE SCALE:
T AP
PLUSLP SMTW TH TO NOF PEST
2'to. x 166'TOP RAIL
FLAT SIDE UP
OURS MDRTAR CONMIBIONE SIDEWALK
f-2%
/ _ C1LJVeIL&S TONE 2'sa. z-.Ise-POST
RALF REQUIREMENT�AC 40 Of COMPACTED WOOD CHIP
MORTAR EVEN WITH MORTAR
FLAT SIDE U 311.80 SOLID PICKETS
P LIMIT Of PLANTER ARE MULCH.
CURB AND WALK
MINIMUM CONCRETE BED SiDEWAI.K RPING CONCRETE NEAOER. FINISH GRADE
fSOULDER UNDERNEATH COBBLESTONE or- 2'SO. X.ISS-BOTTOM RAIL CURB i GUTTER.SIDEWALK,ETC.)
00
(LOCATE PER PLAN) MN SOK DEPTH AT ire TO 1"
1' / C ,
f�2 Din,
EDGE OF COBBLE � ( \ � �� .
CL"MB V a
v
FINISH GRADE
31?MMM1M
164"O C L 4'CLE A iv
CONCRETE BED 3"MIN.CONCAETE BASE (TYP ) (TYP
conSOIL.
) f
r��, • COIYPACTED NATIVE SOIL. P.c c.
7 MAX ARED STONE SWALE
DEPTH 12'
12"
E TYPICAL FENCE ELEVATION
OPACTED
COBBLESTONE SURFACE HOVEL CUT EDGE NATIVE SOIL
ESTONE r CONCRETE BED CONCRETE CARSt LEAK r 8p,X.IIS'TOP a
BENEATH COBBLE Wl33BAR tT DIAGONAL RAIL
No NOTE:
ZMII If MAX K'0. CURB 8 GUTTER •, $ip>FWAL1(
C 1. ALL Sf1RUM AND GROUND COVER TO BE PLANTED AT EOM
3111 110.IMID PICKETS
SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON NOTES:
a� B"PCC MOWCUM y ppuu s E 1. PRIOR TO PURCHASE/PLACEMENT OF THE WLCH, TRE CONTRACTOR"ALL
� PER CITY STD.1534 At��rViG RINGEIjELF PLANS. SEE LEGEND FOR SPACING REQUIREMENTS.
t HEAVY DUTY HASP LATCH t WHERE PLANTED ADJACENT TO WALLS.WALKS.CURBS OR SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
SOLAR LIMITATIONS.ALLSHRUBS AND GROUND COVER 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
+ •_ + •'+ • • MS RADIUSSHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
INTO EDGES AT GROUND COVER AREAS.
i
SIDEWALK HARDSC2'S0 X ISS•BOTTOM RAI FROM SUCH LIMITS. SEE LEGEND FOR SPACING REOUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
RPE� �
VPCCMDWCURB PER zz MN cwAx RAD JONIATRiGHTANGLES mPI SEE ADJACENT DETAIL P A 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT.
CITY STD sin FINiSM GRADE 3. SPACING REOUMEMENTS SHALL GOVERN THE FINAL QUAN I I itS
Ir MIN. OF PLANT MATERIALS. PLANT OUANTMES INDICATED ON THE
NDTEe. I LEGEND ARE ESTIMATES ONLY.
I ROCK WES,UNLESS OTHFWM SPECIFIED,SHALL K.
BOULDERS WMX 30=MIN 7-M NOTES
COBBLESTONES MAX Ir-MN.e'1MTHONE FLAT SIDE •' 1.ALL FENCE MEMBERS SHALL BE TUBULAR I IIOULDERSSHALL HAVE 1/3EMBEDWENT,COBBLES SMALL HAVE V3EWfBEDWtENT PCC OR$DUD STEEL STOCK
3 ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CUM 1Y'MORTAR /PART CEMENT 24" �i FFASgOLI� EPA ST /fig u��t
4 M2-1f2PARTS SAND 20M PSI PORT LAND CEMENT CONCRETE (NNO'DRY-PACK'S ALLOWED) 2 ANDggITpgM8OTHALA IO SOLD
A SAMPLE AREA.MN 4D SO FT,SHALL BE APPROVED BY THE C INSPECTOR.PRIOR TO ' 1
B PROCEEDING WITH REMAINING ROCK WORK
S
FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY NISPECTOR ROCKS SMALL CURB AND GUTTER 3 APPLY ZINC-RICH PRIME COAT AFTER
BE SMOOTH.ROUNDED AND FREE OF OBJECTIONABLE D1SFtGURATOM a EXCESSIVE IRON CONTENT TOOL MORTAR JOINTS WELDING PANELS TO POSTS CLEAN AND
7.
CONCRETE CLASS 524D 250D IQ�CENT RQC�C,S.�
SEED T oR TYPICAL WALK GATE GRIND SMOOTH,TOUCH UP PRIME COAT
1.APPLY 2 COATS SEMI-GLOSS RUST
RESISTANT ENAMEL BY ELECTROSTATIC
SPRAY METHOD AFTER ERECTION
COLOR PER PROJECT PLANS
BOULDER PLACEMENT COBBLESTONE HARDSCAPE TUBULAR STEEL FENCE
SHRUB & GROUND COVER SPACING MULCH INSTALLATION
2 STD. PLAN 608 STD. PLAN 508 STD. PLAN 509
SCALE: N.T.S. - SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
NOTES.
1.REMOVE NURSERY STAKES
STORM DRAIN/UNDERGROUND ^ 2.STAKES TO BE PLUMB AND
UTILITIES PARALLEL.
3.
3.
` TAKE TREE PERPENDICULAR
0 PREVAILING WIND
t NHEADER-11r RADIUS
I
•EXPOSED EDGES 8 FINISH PER PLAN
LAM {gtSTALL AT GRADE LEVEL AT SWALE
v v IN PLANT CROSSINGSI
SIDEWALK 1 FULL S W L TIGHTLY
CCTERNGBERMM TO FORM r OR r
S DEPRESSED 4BAFINISH GRADE
U I I
TOP TIE T08EPLACED At v 4'WOOD CHIP MULCH.
JL
CURB AND GUTTE METER 10' 5' ¢ LOW AS POSSIBLE ON THE TOP N RASO LTO • NE
*
TRUNK TO ALLOW FOR WIND EXTEND 2"ABOVE ••a•
MIN MIN TOP OF STAKES BELOW FINISH GRADE
t FLEXING OF THE TREE BUT
NOT SO LOW AS TO LOSE KIP pF TREE WMER
SUPPORT OR ALLOW SPECIES GROWTH NA IT PERMITS
THE HEAD TO DROP WAIN TRUNK
•
121 SETS OF CINCH TIES SPACED 21' •
•� • RE•BAR CONTINUOUS
Z APART ATTACH WITH GALVANIZED
_ _ _ _ _ SCREWS TO e'LODGE POLES (UNLESS OTHERWISE INSTRLCrED)
2'DIA LODGE POLE PINE STAKES
RESEVATIVE
FH DRIVE S L
SIDEWALK O v DRIVE OMNPMUM OF 6"INTO THIN. -[�QSCH,f2f
0 I APPROACH p y r UNDISTURBED SOIL AND POSITION KRUA111
STAKES OUTSIDE ROOT BALL ROOT BALL �! -G•
CURB AND GU ER FRONR VARDS IN TURF AREAS AND t DESCRIPTION O F REVISION
5' s' to' to' �i DATE APPROVED
MIN MIN. • TOP OF ROOTBALL TO EXTEND 2' PLANT PIT TO BE(2)TIMES THE
UNDERGROUND ABOVE FINISH GRADE WIDTH OF THE ROOT BALL.
STRUCTURE sp.
TIGHTLY COMPACTED r BERM TO FORM CITY of RANCHO CUCAMONGA
CATCH BASIN pWATERING BASIN FOR RESIDENTIAL AND
TRANSFORMER VAULT. OROUN E OOFyPLANTSPITI BERMS IN TURFS
AREAS TO BE REMOVED PRIOR TO CITU
NOTES: ACCEPTANCE
NATIVE BACKFILL WITH 10 ..H. WILSON AVENUE & LOT "At, TRACT #13851
1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER ROCKS GREATER THAN 3"
2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE.OF.SIGHT DIAMETER. 11010 LANDSCAPE IMPROVEMENTS
NS
CRITERIA AS APPROVED BY TRAFFIC ENGINEER.
3.AT ALL LOCAL RESIDENTIAULOCAL RESIDENTIAL INTERSECTIOPLACE 1st UNDISTURBED NATIVE SOIL. t. PROrVVtDESC-O'OREO.0 JOINTS AT tt>•-0.O.C.ANo91B'EXPAN310N WILSON AVENUE E/O HAVEN AVENUE
PARKWAY TREE AT A MIN.OF 25'FROM BCR OR ECR, JOINTS AT 20'-0"O.0
2 r 1MDE CONCRETE HEADER BETWEENaTv-MMLNTAINED TURF AND
4.MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND RO T L GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND HILLSIDE AVENUE E/O HIGH MEADOW PLACE
NATIVE MCKFILL WITH 110 NOTES: PRIVATELY MAINTAINED AREAS
ROCKS GREATER THAN T DIA 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. CONCRETE TO BE 520-C-2500 MIN
OF ROOT BALL DO NOT CRACK ROOT BALL.
NATIVE SOIL UNDISTURBED CONSTRUCTION / PLANTING D E T I A LS
I TWICE ROOT BALL*11)TH -I
. I- APPROVED BY: � - ^ - ,,^ DA � '�
C E N
�' 'C��C� �� R . 24953
CITY ENGINEER_ �� � � �
DOUBLE STAKED TREE CONTAINER PLANTING 6" CONCRETE HEADER DESIGN JAF ARLANDSCRARCRA HITECTURE C UREbN o D
APE
TREE PLACEMENT SITE PLANNING - 0111C
STD. PLAN 506 10630 TOWN CENTER DR.. STE. 128
STD, PLAN 501 STD. PLAN 502 STD. PLAN 534 DRAWN SHEET
.Y
SCALE: SCALE: a , SCALE: SCALE: JAF RANCHO CUCAMONGA, CA 91730 L_s
(909)484-2800 FAX: (909)4842602
CHECKED DRAWING NO.
JAF DATE RLA NO. • m4 -1-377- L
SHEET OF
SPRINKI.t.R IRRiGATION SPECIFICATIONS i'ro\ide one controiler(hart for each c antro>ller sequence. d. Pressure rating in P.S.I. 4. 1 se 9-I '" \ Ih \ 1 I.. rectangular tx)\ for all elctri( control \ahes �%ith the.adjoining gr.td(.-. I he Contra(for shall set in place,cap and inade-quacies of (overage due to de\iation%from the Dra%c ing%,or
C. NSF(National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries = pressure test all piping under paying prior to the paying work. where the system has been willfully installed as indicated on the
PART 1-GENERAL 3. The chart shall show the area controlled toy the automatic controller L Date of extrusion 1.419-12R with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to
and shall be the maximum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking,h oring,or the attention of the City of Rancho Cucamonga This test shall be
1.01 DFSCRiPTiON 8. All fittings shall bear the manufacturer's name or trademark,material S. Use 10" x 10-U 4" round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S. schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No.910-12B and or concrete is necessary,it shall he done and replaced by the
A. Scope of Work: Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the with green bolt-clown cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shah be
necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure lateral line Piping: sidewalks and or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements.
Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga No hydraulic driving will be permitted under concrete
1. Nom-pressure buried lateral line piping shall he PVC Schedule 40 paving• 3.07 MAINTENANCE
B. Standards: All work and materials shall comply with governing codes, safety S. The chart shall be a black line or bhwhne ozalid prim and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall he of the same size,type,and deliver the
orders, standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius) of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets A. The entire irrigation system shall he under full autonnatic operation for a
the Standard Specifications For Public Works Construction (Green Rook) latest
2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and or specified susceptible to traffic loads. period of seven (7) days prior to any planting.
' g F'e
edition. 6. When completed and appmved.'the chart shall he hermetically PVC Schedule 40,with solvent welded joints. in these special provisions.
sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the
1.02 Ql1AUT5'ASSURANCE&RP.Qt'IRF.htF'vTS mils. 3. Pipe shall be made from NSF approved,Type 1,Grade 11 PVC 2. Spray heads shall have a screw adjustment. operation period.
compound conforming to ASTI.1 resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is
. Permits and Fees: The Contractor shall obtain and pay fox am•and all, 7. These charts shall be comtpleted and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3'. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)-i in such a 3.08 CLEAN-UP
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner a%to conform with the details in the Ihaa Ings.
Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1, 2,and 3 of this section (2.0 I B),all 4. Riser nipples for all sprinkler heads shall he the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall he bloomed or washed
shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main rine pipe and fittings as original condition.
Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01 Hof the Specifications. 5. All sprinkler heads of the same type shall he the same manufacturer. 3. Install all assemblies specified herein in accordance with respective
three ring binders containing the folk>wing information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FiNAL SITE OMFRVAT70N PRiOR TO ACCEPTANCE
C. Ordinance%and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: 0, Steeving: specific items required to complete work, perform such work in
and regulations governing or relating to any portion of this work are herein- a. Rolex sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety fon the City of Rancho
incorporated into and made a hart of these Specifications,and their telephone number,and which lists each installed equipment 1. 1\hem indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by
provisions shall be carried out by the Contractor. anything contained in and material item including names and addresses of conforming to Federal Specification #%%W-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall he reworked to the complete satisfaction
these Specifications shall not be construed to conflict with any of the above manufactures local representatives, 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga.
rules, regulations,or requirements of the same. However,when these b. Catalog and parts sheets on ever•\ material and equipment 2. Fittings shall be red brass conforming to Federal Specification #Wlo
W - P. Vandal Resistant Controller Encsure: moisture before installation. Installation and solvent welding
Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting & The Contractor shall shore evidence to the City of Rancho Cucamonga that the
construction of a better quality,higher standard,or larger size than is C. Guarantee statement. 1. Controller enclosure shall he of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as
required in-the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can occur.
Specifications and [swings shall take precedence.. major equipment. S. On PVC to metal cortttertiotts,the Contractor shall work the metal
1. Pipe: Type K,hard tempered. 2. A harkboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 Si M OBSERVATION SCHEDULE
D. Explanation of Drawings: 2. in addition to the above mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded INC to metal joints. light
the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,sorter joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be resportsible for notifytng the City of Rancho
1. Dice to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required,use threaded PVC adapters into which the Cucamonga in tedanre for the following observation meetings,ac<Yording to
offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 joints shall he soldered with silver solder,45%silver, 15%copper, 3. A 117 vont duplex box shall be provided with at On'Off switch,and a pipe may tie solvent welded. the time indicated:
shall carefully investigate the structural and finished conditions renderod. 16%zinc, 24%cadmium,solidus at 1125°F,and liquidus at 1145"F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply
to the controller housing. All power within the housing shall be E line Clearance: 1. Pre Job Conference- 7 days
affecting all of his work and plan his work accordingly,furnished g• 1'0 ' ' S
such fittings,etc.,as may be required to meet such conditions. E Equipment to be Furnished: F. GateValves properly phased.
1. All lines shall have a rnfrtirtrum clotrance of six(6) inchres from each 2. Pressure supply lint,installation-24 hours
Drawings are generally diagrammatic and indicative of the work to be
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(I 1!2"and smaller) 4. A terminal strip shall be prrn-ided,clearly indicating the proper other and twelve (I 2) inches from lines of other trades,with the
conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring (station valves,master exception of the control wiresleeves) which shall be installed 3. lateral line and sprinkler installation- 24 hours
features. a. Two(2) sets of special tools required for removing. a. Ball vales shalt he a 125 Ib M\'P bronze valve with threaded valve,common,central control). adjacent to pressure supply tine. Parallel lines shall not be installed
disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours
2. All work called for on the Drawings by rotes on details such he supplied on this project. b. Ball valves shall he Nibco T-585-70-66 or approved equal. Q, Miscellaneous Irrigation Equipment:
furnished and installed whether or not specifically mentioned in the b. Tlwo(2) four-fcxot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: S. Control wire installation- 24 hours
specifications. C. Two(2) keytypes of mi,cell-aneous
s for each automatic controller. 1. Refer to the Irrigation Plans for sizes and ty
d. One(l)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2" and larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure suppty line and lateral line testing-48 hours
3. The Contractor shall not willfully install the irrigation system as every-five(5) or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the
coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall he as specified or Drawings. 7. Coverage test-48 hours
shown on the Drawings when it is obvious in the field that � e9 �n
obstructions,grade differences,or discrepancies in area dimensions equipped with a 2" operating nut. approved equal.
exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller. 8. Final observation- days
obstructions or differences should he brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or apprre•d equal. EMU-3 r-EXECllTION
City of Rancho Cucamonga In the event this notification is not evidence that the City has received material must be shown to the c. 411 Resilient 1\'edge Gate valves shall be installed per detail. 1. 120 vdt power crntrtectictn to the automatic ccntrotler shall be B• When observations have been conducted other than the City of Rancho
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga 3.01 O�ERVATION OF SiTE CONDItlONS provided by the Contractor. Cucamonga show evidence in writing of when and by whom these
revision nccessarv. G. Quick Coupling Valves: observations were made.
1.04 PRODUCT DELIVERY,STORAGE AND HAN DUNG A. All seated dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union 1. irk cou r valves shall have a brass,two- a body red for C. No site observations will commence without "As-BuHt"record drawings. The
1.03 SUBMITTALS Pl MF 1' wig all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction.
A. Handling of M'C pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. prior to proceeding with work under this Section. contractor shall not call for a site visit without s,or it h record drawings,
A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All H. Remote Control Valves: without completing previously noted corrections,a without preparing the
PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. ick coupling valve shah be operable with a quick coupler key. Ke system for said visit.
Qu 1'1 g 1� q 1� y B. Exercise extreme care in excavating and working near existing utilities. The
1. The Contractor shall furnish the articles,equipment, materials,or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be a%shown on the Drawings. Contractor shall he responsible for damages to utilities which are caused by 1. Install where shown on the Drawing-, Where grouped together,allow
processes specified by name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be his operations or neglect. Check existingutilities drawings for existing utility at least twelve(I 2) inches hetween adjacent valve txoxe%. Install each
1 g discarded•and if installed,shall be replaced with new piping. H. Backflow Prevention Units g g
substitution will be allowed without prior written approval by the locations. remote control valve in a separate valve box.
City of Rancho Cucamonga.
1.05 SUBSTITUTIONS 1. Backflow prey ention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall he 1. Flushing of System:
2. Complete material list shall be submitted prior to performing any irrigation drawings. install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting
work. Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees,shrubs,and ground corers. 1. After all new sprinkler pipe lines and risers are in place and CONCRF r'E SM iFICATIONS
and description of all materials and equipment to he used. Although equipment or materials listed on the Drawings and Specifications,he may do connected,all neressan diversion work has been completed,and
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control calves shall be PAIL LSiIIVQIAL
is a guide to proper submittal format: for approval: screwed troy with 60 mesh morel screen and shall be similar to Bailey safeh proceed before starting work on the irrigation system. opened and full head of water used to flush out the system.
it100B or approved equal. 1.01 Description
Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitutioort. 2. Sprinkler heads shall he installed only after flushing of the system
Use a separate sheet of paper for each item to be submitted. 3. .411 pressure main line piping between the point of connection and 3.02 PREPARATION2.
been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifl•attons for PuMc Works
1 Backflow Preventer Febco 825-Y-B\' the backflow preventer shall be installed as required by kcal code. q Physical layout Rancho Cucamonga. Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to
2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing b(xdy as to Sections 4, 201, 303,and 400,as well as any other sections related to the installation,
2 Automatic Contmiler Calsense ETI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of J. Sprinkler Heads: per and post installation of concrete work,materials,labor,and clean-up. The
construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all pressure Standard Specifications for Public Works Construction is available from:
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines,routing and location of sprinkler heads.
approved. 1. Check Valves: 1. install the sprinkler treads as designated on the Drawings. Sprinkler
rn'
4 Etc. Etc. Etc. 2. All layout shall be appred by the City of Rancho Cucamonga prior heads to be installed in this work shall he equivalent in all respects BI Building News
to installation. to those itemized. 3055 Overland Avenue
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting I. Swing check valves 2"and smaller shall be 200 pound W.O.G. bronze Los Angeles,CA 90034
Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,co rubber disc
listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WWA7--511),Class A, B. Water Supply: 2. Spacing Drawings.
heads shall not exceed the maximum indicated on the (310) 202-7775
In no case shall the spacing exceed the maximum
boxes,etc. No copies of manufacturer's literature(catalog cuts) are Type IV. recommended by the manufacturer. 1.02 Scope
required as submittal information. 1.06 GUARANTEE I. The irrigation system shall be connected to water supply point(s)of
2. Anti-drain vah•es shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 3,04 TE\1PORARY REPAIRS Furnish and install all concrete work complete as Mclicated on the drawings or as
3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall he made in accordance with the F.I.P.thread inlet and outlet. Internal parts shall be stainless steel specified,including,but not limited to the following:
of the City of Rancho Cucamonga may he rejected ted and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s) spawn on g temporary repairs
may be roquircd to remove such materials from the site at his own these S tfications shall be filed with the City prior to acceptance of the the Drawings. The Contractor is responsible for minor changes The Cit reserves the right to make t rs as necessary to k the
pec' p p drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to sprinkler system equipment in operating condition. The exercise of this right in'the A. Furnish and set all reinforcing steel,bolts,and anchors.
irrigation system. the\alcon "AD\"'or roved equal. caused by actual site conditions. City shall not relieve the Contractor of his res nsihilitie%under the terms of the
expense. g" Tm �l I'o
4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall he included in the operations and J. Control Wiring:
C. Electrical Supply: guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete.
product or products apparently meet the requirements of the maintenance manual.
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connectkwm between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.05 [7i1STING TREES C. Concrete morn strips,footings for walls,fencing,posts,benches,etc.,where
samples submitted. C. The guarantee form shall he re-typed onto the Contractor's letterhead and controllers and the electric control valves shall he made with direct made to electrical point(s)of connection as indicated on the applicable.
g ped Where it is necessary to excavate adjacent to existing trees,the Contractor shall ux all
shall contain the following information: burial copper wire AWG-11.1'.600 volt. Control wiring installed in Drawings.
possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with A\\'G-Til'
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s)scour on lar inch and larger roots occur shall be done o hand. All roots two(2) inches and
the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly in the path of pipe or conduit,shall be tunneled A11 finished concrete wont shall be barricaded to pedestrian traffic for three(3)days.
supplement the guarantee.
automatic controller. Common wires shall be white with a different g • po g
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. under and shalt be heavily wrapped with burlap tees having
scarring or excessive Barricade shall be placed imcwn bay after concrete finishing. Contractor shall furnish,
free from defects in materials and workmanship,and the work has been completed in vale manufacturer's specifications and wire chart. In no case shall drying. Where a ditching machine is run(lose to trees having roots smaller than two place and remove all of his co•n barricade-s. Contractor shall be responsible for any
& RECORD DRAWINGS: p•" Io (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made
accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size he less than #14. 3.03 INSTALLATION trimmed,making clean cuts through. Roots one(1) inch and larger in diameter shall without added cost to the City.
1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or
set of blueline ozalid prints which shall be corrected daily,shooing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall he installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be
every change from the original Drawings and Specifications and the acce tance and also to re r or re lace any damn a resultin from there tri or same route as •ssure supply or lateral lines wherever ssible. closed within twenh-four(24) hours;and where this is not possible,the side of the 1.04 Clean-up
p LTal p g 8 1' nfi >m pp 110 trench adjacent to the tree shall be kept shaded with burlap or cans as.
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of
trench. Lay t to an even rade. Trenching excavation shall follow Upon completion of all concrete work and before final acceptance,the Contractor shalt
purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1) wire is placed in a trench,the wiring shall F F1e 8 g 3.06 FIEID Qt;AU fl CONTROL remove all tools,surplus materials,apparatus,debris,etc. from the site and the site
This set of drawings shall be kept on the site and shall be used only receipt of written notice. in the event of our failure to make such repairs or he taped together at intervals of fifteen (15) feet. layout indicated on the Drawings and as noted.
shall be left in a(lean,neat condition acceptable to the City.
as a record set. replacements within a reasonable time after receipt of written notice from the City,we A. Adjustment of the System:
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3) feet of each 2. Provide for a minimum of twenty-four(24) inches cover for all �pOSCAPE
2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon dema 1. wire connection. Expansion curl shall he of sufficient length at each irrigation lines installed under paving or hardscaping. 1. The Contractor shall flush and adjust all sprinkler heads for ,KRUN p,�F SCS
splice connection at each electric control valve,so that in case of optimum performance and to prevent o vers as onto walks, v i_
drawing progress sheets daily as the work proceeds•showing the l?e P 1n`
PROJECT- WILSON AVE-'HIILSIDF.RD. LANDSCAPE IMi'ROVEMITiTS repair,the valve bonnet may be tncught to the surface without 3. Provide for a minimum of twenty-four(24)inches corer far all t
work as actually installed. For example,should a piece of equipment roadways,and buildings as much as possible. W *►
be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid Icx)sely pressure supply lines of three(3) inches or larger in diameter.
must indicate that equipment has been relocated in a graphic 1f)CATION: W11 SON AVE. EAST OF HAVEN AVE &HII.ISIDE RD. r\ST OF HIGH in trench without stress or stretching wire conductors. •� �
r
4. Provide for a minimum of eighteen (18) inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will s�
Ml:A1X)\\ I'I.\CF. s ode proper and more adequate coverage,the Contractor shall . &0
manner so as to match the original symbols as indicated in the supply lines of two and one half(2 1 2") inches or smaller �o q f
irrigation legend. The relocated equipment and dimensions will
SIGNED: 5. All splices shall be made with Scotch-Lok #3576 Connector Sealing T'1')
make such adjustments prior to planting. Adjustments may also ' ft,,..,,
then be transferred to the original record drawing plan at the proper Packs, Rainhird Snap-Tito wire connectors.,or approved equal. Make include changes in nozzle sizes and degrees of arc as required. -
time.
ADDRF,SSED only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(I 2) inches for all non-pressure
lines. % /� '�►
PHONE: DATE OF ACCEPTANCE 6. Field splices between the automatic controller and electric control 3. railed sprinkler heads the Contractor shall be • `
;. Before the date of the final observation,the Contractor shall transfer towering )'�Tt �" 0.
valves will not be allowed without or approval of the City of 6. Provide for a minimum cover of eighteen(18) inches for all control
all information from the"record drawing" prints to a sepia mylar or o > accomplished within ten(10) days after notification b. the City.
similar mylar material. Arrangements shall be made through the city
PART 2-p13412UCT5 Rancho Cucamonga wiring.
for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shalt be set perpendicular to finished grades
shall he in waterproof India ink and applied to the mylar by a 2.01 MATERIALS K Automatic ContmIler. 'r. Refer to City Standard 120"Trench Repair"when within City streets unless otherwise designated on the Drawings.
technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads.
shall be similar to those manufactured by Rapidograph, Kueffel& A General: Ilse only new materials of hrands and types noted on drawings, 1. Automatic controls) shall he of size and type shoran on the S. Rain Bird ETR-CP-PRS valves will he set per manufacturers
specified herein,or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at designcure. DESCRIPTION OF REVISION
Esser,or Faber Castell. The dimensions shall be made as to be easily lo'c' p� � g • mac• � pressure.
readable even on the final controller chart(see Section Q. The DATE JA ,
B. PVC Pressure Main line R and Fittings: 2. Final location of automatic comtroller(s shall he approved the City 1. The trenches shall not be backfilled until all required tests are
) pprrn' �• B. Testis of Irrigation System:
original uca "record drawing" plan shall a submitted to the City of � g g � CITY o f RANCHO C
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga performed. Trenches shall be carefully backfilled with the excavated
1. Pressure main line n for sizes 2"and 1 shall be PVC Class materials approved for backfilling,consisting of earth,leoarrt,sandy 1. The Contractor shall request the of the Ci of Rancho
controller chart. piping �� clay,sand,or other approved materials,free from large clods of earth ty
315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power 1'tl' azg Cucamonga in writing at least 48 hours in advance of testing.
4. The Contractor shall dimension from two(2) permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made fmm an NSF approved Type 1,Garde 1, final electrical hook-up shall be the responsihility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of ISO pounds per WILSON AVENUE & LOT 'A' TR. # 13851
intersections,etc.,the location of the following items: F'VC compound conforming to ASTM resin specification D1 i 84. All areas. Backfill will conform to adjacent grade•%without dips,sunken square inch and prove watertight.
pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areae,humps or other surface irregularities. LANDSCAPE IMPROVEMENTS
a. Connection to existing water lines. 22-70,with an appropriate standard dimension (S.D.R.) (Solvent-weld Note, Testing of pressure main lines shall occur prion to
b. Connection to existing electrical pomer. Pipe). 1. All electric control valves shall be the same size and type shoran on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves. WILSON AVENUE E/O HAVEN AVENUE
c. Gate valves. the Drawings. No foreign matter larger than one-half(1 2) inch in size will be HILLSIDE AVENUE E/O HIGH MEADOW PLACE
d. Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1'2"and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic
along muting). Schedule 40 with solvent welded joints. 2. All electric control valves shalt have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior
e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with appm al of the City to paving.
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall he made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. IRRIGATION & CONSTRUCTION SPECIFICATIONS
g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six(6) hours. If leaks
h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves,
develop,replace joints and repel[test until entire system is proven APPROVED B Y : � - - DATE � ;, �'�
sprinkler heads,lawn,planting,or other construction are necessary, , , G, ,
D. Other related equipment as directed the City of Rancho 21-70• M Control Valve Boxes watertight. / i
of p by the Contractor shall make all required adjustments without cost to the CITY ENGINEER '�� `'�l u�l ti � � -�� RCE N o . 24953
Cucamonga City.
5. PVC solvent-weld fittings shrall be Schedule 40, 11-I NSF approved 1. Use 10" x 10-314" round box for all gate valves. Carson industries S. a►11 hydrostatic tests shall be made only in the presence of the
S. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN ARCHITERRA DESIG GROUP �D
shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six (6) inches. C. Trenching and Backfill finder Paving: be backfilled until it has been observed,tested,and approved in JAF
6. Solvent cement and primer for PVC soh�ent-weld pipe abd fittings writing. LANDSCAPE ARCHITECTURE
Rancho Cucamonga Delivery of the sepias will not relieve the 1. Trenches located under areas where paving,asphaltic concrete,or SITE PLANNING
Contractor of the res nsibilit y of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1.2" x 16" x 1 I" rectangular box for all electric control valves.
1'0 > gl concrete will be installed,shall be backfilled with sand(a layer four 10630 TOWN CENTER DR., STE. 128
that may be omitted from the prints. manufacturer. Carson Industries# 1419-128 with green bolt-down cover or approved 6. Furnish necessary force pump and alt other test equipment. DRAWN SHEET
equal. (4) inches below the pipe and six (0) inches above the pipe) and JAF RANCHO CUCAMONGA, CA 91730
compacted in layers to 95%compaction,using manual or mechanical 909 4842800 FAX: 909 4842802 -�
C. Controller Charts 7. All PVC pipe must bear the following markings 7. When the irrigation system is completed,perform a coverage test in ) ( )
tamping devices. Trenches for piping shall be comparted to equal
3. Use 6"diameter x 8-3 "4"deep mund plastic valve box for all quick the presence of the City,of Rancho Cucamonga to determine if the
the compaction of the existing adjacent undisturbed soil and shall be
1. As-built%drawings shall he approved by the City of Rancho a Manufacturer's name coupling valves. Carson Industries x 608-12 with green flex-lock left in a firm unyielding condition. ,All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish CHECKED DRAW IN NO.
Cucamonga before controller charts are prepared. b. Nominal pipe size corer or approved equal. all materials and perform all work required to correct any JAF DA� RLA NO. 2834 /3 77
C. Schedule or class
SHEET OF
PLANTING SPWI ICATiONS '
PA1tT 1 -G ERAi. PART 2 -EXECUTION C. Trees and shrugs shall he growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination:
1.01 Sc of Work good horticulture practices and shall he of the size and caliper normally
2.01 Protection: associated with the container size specified on pians. Removal of all tags, A. landscape Contractor is responsiMe for the erection of all sighs and barriers
Keep all plant material delivered to site in a healthy condition for plarrttrrg. Plants labels,nurses•stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public.
Contractor shall provide all materials,labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the landscape Architect or Cite.
necessary for completing all work,as indicated on the drawings,as reasonablymost earth or other suitable material until planting. Balled and burlapped plants B No material or methods shall affect the landscape planting or hydroseed
implied,or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for
until planting. is insufficient in size to cam out the intent of the planting plan will not more than 10 days from date of application.
1.02 Standards:
accepted and will be replaced at Contractor's expense.
2.02 Installation: 6.05 Non-Selective Herbicides;All work and materials shaft comply with governing codes,safety orders,standards, E. Sizes of Plante -Shalt be as stated on the Plan. Container stock(1-gallon,5
and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon) shall have been grown in containers for at least one(l) Non-selective contact herbicide and or non-selective systemic herbicides(as
For Public Works Construction (Green Book) latest edition. and approved by the landscape Architect and City prior to planting. year, but not over two(2) years. recommended by the Pest Control Advisor)
1.03 Quality Assurance. Soil excavated from planting holes shall be amended to backfill around trees and F. Substitution -Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides:
shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and
A. All Contractors performing Site Development work,must be licensed in Selective me ent herbicides con ole with seed mixtures(as recommended
accordance with the laws of the State of California are made at no additional cost to the City. Except for authorized variations, lie rg 1� b?'
Native,On-Site Soil with rock no greater than 3" in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor)
vide the Landscape Gro Power Plus,5-3-1 15 lbs cy
specifications.
B. Contractor shall
pro pe Architect and the City with a list of Iron Sulfate 2 It+s'cy 6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to he employed during the G. Plants Not Approved -Plants not approved are to be removed from site
course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) If in the opinion of the Pest Control Advisor, vial grasses and weeds existingin
immediately and replaced with suitable plants. The City reserves the right to °� Peen
reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest
C. Contractor shall obtain and keep in force Public Liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each Control Advisor's recommendations.
Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment. H. Stake all trees,as per details immediately after planting to prevent wind
amount of insurance shall be determined by City. damage A. Prior to the installation of the irrigation system remowe and clear all weeds
Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas.
D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to he removed prior to City acceptance. i. Plant trees that are to be located in lawn or ground cower areas after finish
Landscape Architect and City to give starting and completion dates. grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shall also supply the landscape Architect and City with the name PART-&-�C►1L PREPARATL N AND FIN ISR GRADING installation of said lawns or ground cover to provide for thorough watering 1" - 2" below the surface of the soil. Physicalty remove all weeds from the site.
and telephone number of the person in charge of the work. of trees. All planting holes shall be excavated as defined on appropriate
1.04 Responsibilities and Coordination: IETL-
3.01 Scope of Work: details. PAIANDSCAPE_MAINTENANCE
A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work:
A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn
required by governing authorities for the work to he performed. areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall he as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing
specifications. all maintenance requirements as reasonably implied or as delineated in the
B Existing Conditions The Contractor shall verify all corMitions and 4.04 Trees Stakes: specifications including, but not limited to the following:
dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if
work under this contract. The Contractor shall verify the location and depth required. Tree stakes shall be Icxige pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas.
of all underground utilities prior to start of work. further information. Keep planted areas free of weeds and debris.
C. Cleaning and finish grading of planters areas and planting areas. Prune trees and shrubs.
C. Temporary Utilities The Contractor shall apply for and pay all cost incurred Pp)T-5- AG B411ND COVER_AND-DEDDING PLANTS Fertilized all plants and planted areas.
for all temporary utilities such as water,electrical power and gas as required 3.02 Topsail: Irrigation.
by him for the construction of the project. Temporary services shall be 5.01 Scope of Work: Insecticide spraying.
coordinated with the City,and other contractors on the job site. A. Existing on-site soils listed as'acceptable'under'Site Grading'specification.
D. Survey, Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imparted to site for use as fill,backfill in planters and mounding,
Provide all materials and equipment and perform all work necessary for and 7.02 Fertilizers:
establishing all surveys,reference points and elevations required by him,and shall he sand •textured Silt plus clay content of this soil shall he no greater incidental to installing all ground cover and bedding plants,as shown on plans,as
y p g reasonably implied,or delineated in the specifications. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8
shown on plans for proper execution of site construction. than 1596 M weight. The boron content of this soil shall be no greater than 1 Gro-Power Controlled Release Nitrogen,as designated herein,or approved
part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro
E Traffic. The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR) shall not exceed 3.0 millimohos 5.02 Bedding Plants Power 1909) 393-3744.
� 1'o rp per centimeter at 25 C. �
detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be
traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved the project Perennials and Annuals Provide healthy container grown plants from a recognized
M Inoj B Ammonium Sulfate Granular form containing ncx less than 2196 nitrogen and
City or governing authorities. landsca Architect for analysis or to use. Result of testis to be delivered nurser,and of the species and variety shown on plans.
11e• I'ri g 2496 sulfur and shall be registered as an agricultural miner,with the State
to City for approval. Soil test to include analysis and recommendations
1.05 Defective and Unauthorized Work: 5.03 Ground Cover. Department of Agriculture in compliance with Article Z -"Fertilizer Materials;'
Section 1030 of the Agricultural Coxae.
3.03 Soil Amendments:
All work which is determined tn.,inspection to he defective in its construction or Ground Corer. Provide ground cower of the species shown on plans. Ground cover 7.03 General:
deficient in any of the requirements of the pians and specifications,shall he remedied All soil amendments shall he as specified in the Agronomic Suitability'Fertility soils shall be established and well rooted in flats or similar containers.
or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting.
acceptable to the landscape Architect and City.
5.04 Mulch:
3.04 Sal Preparation:
1.06 Inspections Mulch: Shall he of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed
All work on irrigation system shall he complete and inspected for recce during the progress of the work,and continue to maintain them until final acceptance
The Contractor shall arrange forinspections bynotifying the Landscape Architect,Ci� approval and,fine grading completed,prior to rototilling and prior to soil 5.05 Coordination: of total project. Replace any dead or dying Plants as directed by the Landscape
and governing authorities, 24 hours prior to time of inspection, unless otherwise amendment work. Architect and City representative.
noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for
the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all fawn and planting areas by planting. If planting is delayed,keep plant mots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain
tillingor cross ripping to a de h of 12". All rock and debris more than 2" in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off
M P p" g" >'
Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from
Drain Lines and Catch Basins. which all rock and debris more than 1" in diameter shall he removed. maintenance and equipment and or maintenance personnel,shall be
irrigations(main line pressure,coverage&system operations test). B. Sal preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of
Soil Preparation and Finish Grading. Apply ,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall he brought to the attention of the City. No repairs
Plant Material (delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall he accomplished without written
Substantial Completion Inspection (at completion of landscape improvements) to 6" the following for each 1,000 square feet of planting area: 5.06 Installation: permission from the City.
- 7 Llays.
Final Inspection (after maintenance period) -7 days. 4 cubic-yards of nitrolized Redwoxxl or Fir shaving or equal. Plant ground cover and bedding plants in moist sal and space as indicated on plans. B. Weed Control: Beep all planted areas free of weeds and debris by cultivating
200 ltx,of Gm-Power or approved equal. areas at intervals not to exceed 10 calendar days.
The contractor shall arrange a Preconstruction job conference with the landscape Each plant shall he planted with its proportionate amount of soil so as to minimize
Architect and City a minimum of seven (7)days prior to the beginning work. The above soil conditioning are minimal qualities only and should he used only for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an
bidding purpose, because soil conditions may change drastically from the time these removing plants from container. approved herbicide program.
1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place.
Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance
A. Plant Staterials: All trees,shrubs,ground cover,bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an proper surface drainage. A 4" layer of mulch material shall he spread over the entire program and as may become necessary thereafter by an approved method of
shall he guaranteed from date of final acceptance of landscape construction approvedAgronomic ronomic soils testis laboratory approved the project landscape planter area after grade is established. Watering shall begin immediately after pest control, to kee all plants and lanted areas free of insects and disease.
aPPr 8 g 1'1'�'c t'S f'r 1 1� Pe P p p
for periods as follows: Architect and City. Copies of the soil test to he pmvided during the Pre construction mulching. (Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest ControlOS 'E
Trees 24" box&larger 1 year
job conference. 5.07 Protection: shall include Gopher control. .KROAt { {
w4.
Trees 15 gal.&smaller 1 year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and directed by Landscape Architect,
Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or
Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance• as may become necessar until the end of the maintenance program. L A N D S C A P E
Bedding Plant 120 days planting. All flow lines shall he maintained and proper tolerances shall be met after
(awn (sod) 120 days settlement at the end of the project maintenance period. PART-6---WEED-ABATEMENT Remove trash weekly. Edge ground cover to keep in hounds and trim top ARCHITECTURE
Lawn (seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate SITE PLANNING
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles:repair damage. 10630 ce,1k, v s.,u I26
Guarantees begin after the project acceptance by City and at the end of the grade change. *a• Ran._1,n_uc ate:o.ga A 9173,-
09)
1 p �" Ent perform PART�ACCEPTANCEOF E"E T 9o41 4e4 zeoo
180-day maintenance period. landscape Contractor shall replace and ant Provide all material, u1 t,and labor necessary to r•m all work as indicated ',�' 1a. 1909,A[14 2802
all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied,and as delineated in the specifications. B enara�rumr eor
and within 5 days from receiving written notice from the Landscape Architect 8.01 GeneralCA Lc 02834 A=tc 0 29115 W lc 0 446•
or City. If dead material is not replaced and planted within the 5 da% Weed abatement work shall he coordinated with the installation of the irrigation 6.02 Quality Assurance:
period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Atratement Upon completion of installation,a maintenance period of a minimum of ISO days for
Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed tn•the State of all landscaped areas is required prior to final acceptance of the work by the City. The
on
California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upwritten
B, Construction Materials: The contractor shall guarantee all workmanship and PART 4-.71EE9AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City i'ublic Works Inspector.
materials for all site development,for a period of one year from date of final Maintenance period shall he adequate to verify plant characteristics and
acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,acid Local establishment.
Regulations.
1.08 Material and labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A- Two inspections shall he made that affect the establishment period: The first
shown on pians,as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the
ITpon completion of the work,the Contractor shall present to the City,signed copies of beginning of the establishment period,and the second at the end of the DESCRIPTION 0 F REVISION
all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. if plantings are not acceptable at the end of the 180 DATE APPROVED
Prior to the installation of any weed control materials,the landscape Contractor shall day period,due to defective maintenance,then continue establishment until
1.09 Disposal and Clean-up A. N mencLature -Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can be approved. C ITY o f RANCHO C AMONGA
Plant !games"established by the American submit to the tandscape Architect'City a list of the weed control materials and
Joint Committee on Horticulture. quantities per acre intended for use in controlling the weed types prevalent and
Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is B. At termination of establishment period all plant material shall be five,
soil material),trash and debris generated or encountered during the course of expected on the site,as supplied by the Pest Control .advisor. Pest Control Advisor
8 g followed. healthy, undamaged,and free of infestation. Inferior plantings shall be
landscapeconstruction,and legally dispose shall furnish the landscape Contractor and landscape Architect and City data to WILSON AVENUE & LOT 'A' TR. # 13851
eg pose of it. During the course of the work, replaced and brought to a satisfactory condition before final acceptance of
remove surplus materials from the site and leave premises in a neat and clean demonstrate the compatibility of the weed control materials and methods with the
rI' ]m B. Condition - Plants shall be symmetrical,typical for variety and species,sound, work will be made. ,All areas shall he Heath raked and free of weeds.
condition. Clean u and remove all remaining debris and surplus materials u intended planting and seed varieties present. LANDSCAPE IMPROVEMENTS
p g � l� healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall
completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container, buy not to the
upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no WILSON AVENUE E/O HAVEN AVENUE
case shall trees be upped. HILLSIDE AVENUE E/O HIGH MEADOW PLACE
PLANTING SPECIFICATIONS
APPROVED BY: - DATEd �. -�
CITY ENGINEERtil,t,t- i�� � RCE No . 24953
DESIGN ARCHITERRA DESIGN GROUP RE ENDED
• JAF LANDSCAPE ARCHITECTURE
SITE PLANNING
DRAWN 10630 TOWN CENTER DR., STE. 128 ISHEET
JAF RANCHO CUCAMONGA,CA 91730 L_8
(909)4842800 FAX: (909)484-2802
CHECKED DRAWING NO.
JAF DATE RLA NO. 2834 1377- L
SHEET OF