HomeMy WebLinkAbout1677-L OWNERZDEVELOPER
L I I............ AL P
A ' DSCAPE Al........... Cl 'iliEClU LAN S
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DAY CREEK BI- AVD , STREETSCAPE
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WILLIAM LYON HOMES , I
TRACT 15871 1 & 15871 2 4490 VON KARMAN
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NEWPORT BEACH CA . 92658 - 7520
CITY OF RANCHO CUCAMONGA
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949 8
10500 CIVIC CENTER DRIVE
P . O . BOX 807
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RANCHO CUCAMONGA, CALIFORNIA 91730
LANDSCAPE MAINTENANCE DISTRICT N040 2
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VICINITY MAP GENERAL NOTES SHEET INDEX
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1 . THESE NOTES SHALL BE USED ON CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L- 1 TITLE SHEET
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
3. ALL WORK SHALL BE DONE IN ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD FOR PUBLIC L-2 CONSTRUCTION PLAN
WORKS CONSTRUCTION. L-3 CONSTRUCTION PLAN
0 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC
LIABILITY AND AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L-4 CONSTRUCTION DETAILS
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND
Y SERVICE ALERT AT 1 -800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-5 IRRIGATION PLAN
PROJECT SITE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR L-6 IRRIGATION PLAN
AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON
THE PLANS. L-7 IRRIGATION DETAILS
Q 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND
STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER.
w VICTORIA ARK 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES L-8 TREE & GROUNDCOVER PLANTING PLAN
Q r- SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. L-9 TREE & GROUNDCOVER PLANTING PLAN
= w Z 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION
V) FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 L- 10 SHRUB PLANTING PLAN
BASELINE ROAD DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR,
FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE L- 1 1 SHRUB PLANTING PLAN
15 SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,
ARROW ROUTE FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO
INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO DEEP THE IRRIGATION SYSTEM IN L-12 PLANTING DETAILS, NOTES, & LANDSCAPE SECTIONS
FULL WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
6TH STREET 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A L- 13 SPECIFICATIONS
P.C.A. RECOMMENDATION.
11 . CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE L-14 SPECIFICATIONS
4TH STREET NUMBER (800) 572-8608.
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
A. BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8" WIDE X 6" DEEP CONCRETE HEADERS
B. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8" WIDE X 6" DEEP CONCRETE HEADERS
10 C. BETWEEN CITY-MAINTAINED GC AND ANY PRIVATE-MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS CONSULTANTS
D. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS
13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT
SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC LANDSCAPE ARCHITECT: IRRIGATION CONSULTANT:
WORKS INSPECTOR PROJECT , PRIOR TO
14. PUBLICLY- AINTA MAINTAINED ANDTREESSHALL BE INSTALLED PER FINALTHEFOOLLOWINGTICRITERIA: RJM DESIGN GROUP, INC. TO BY M E RTE N S IRRIGATION
A. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
B. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE 31591 CAMINO CAPISTRANO 333 AVENIDA ADOBE
CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL SAN JUAN CAPISTRANO, CA 92675 SAN CLEMENTE, CA. 92672
AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. (949) 493-2600 (949) 498-4483
C. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
NO SCALE D. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CONTACT: MR. LARRY P. RYAN CONTACT: MR. TOBY MERTENS
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MAINTENANCE RESPONSIBILITY MAP QUANTITIES
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CIVIL ENGINEER:
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MDS CONSULTING
17320 RED HILL AVENUE, SUITE 350
DAY CREEK BLVD. - WEST SIDE ONLY OT SIZE IRVINE, CA. 92714
PROJECT S ITE TREES-PYRUS CALLERYANA 'ARISTOCRAT................................................... 57 EA. 15 GAL. (949) 251 -8821
WASHINGTONIA ROBUSTA................................................................... 53 EA. 15 HT.
CONTACT: MR. STANLEY MORSE
PHOENIX DACTYLIFERA...................................................................... 6 EA. 15' HT.
GEIJERA PARVIFLORA ..................................................................... 25 EA. 15 GAL.
BRACHYCHITON POPULNEUS............................................................. 27 EA. 15 GAL.
SHEET L-2 � �� SHEET L-3 LAGERSTROEMIA INDICA 'RED'............................................................ 10 EA. 15 GAL. -�3 CA.f
w SHEET L-5 m� SHEET L-6 SHRUB AREA...................................................................................... 34,132 S.F. rj O�T
ZTURF AREA ....................................................................................... 0 S.F.
Q SHEET L-8 ffliSHEET L-9 COBBLESTONE AREA ........................................................................ 18,448 S.F.
SHEET L-10 SHEET L-11 �. t 1
Q SILVERBERRY - SOUTH SIDE ONLY � � ims> Q�� �2 ZS CI
DESCRIPTION OF REVISION DATE APPR VED
TREES-GINKGO BILOBA 'FAIRMOUNT................................................................. 6 EA. 15 GAL. �y r _ _ _. _ _
DC SHRUB AREA........... 2 703 S.F. - -
, �, r �.., CITY OF RANCHO CUCAMONGA
O COBBLESTONE AREA ........................................................................ 71 S.F.
11
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DAY CREEK BOULEVARD STREETSCAPE
DAY CREEK BOULEVARD
TOTAL NON- TURF LANDSCAPE AREAE +
............................•..................... 62,012 S.F.L
TOTAL TURF AREA .............................................................................. TRACTS 15871 - 1 8c 15871 - 2
0 S.F. h--1 ~
TOTAL SIDEWALK AREA9,553 S.F.
TOTAL COBBLESTONE AREA ..................................................................... 19,619 S.F. TITLE SHEET >
TOTAL DECORATIVE PAVING ..................................................................... 2,079 S.F.
LANDSCAPE MAINTENANCE AREA TOTAL CONCRETE SIDEWALK (OVER 4' WIDTH ALLOWANCE).................... 3,479 S.F. -
TOTAL HARDSCAPE .................................................................................. 24,376 S.F. (407) kN SCAP£ APPROVED BY: J DAJL / a� - O
TOTAL PEDESTRIAN LIGHT FIXTURES .. _! 24953
0 GLS - �p �y� �icFg9�, CITY ENGINEER R.C.E. N0.
TOTAL L.F. OF CITY MAINTAINED TRAIL FENCE........................................ 49 L.F. 1� �' ti DESIGN RECOMMENDED !`r
TOTAL SQUARE FEET OF PROJECT.................... �� Lo
....................................... 71,565 S.F. f � Lo
TOTAL ACRES CITY-MAINTAINED AREA....................................................... 1.64 ACRES
_, � N � PTB
- 001 DRAWN RJM SHEET
* Q DESIGN GROUP, INC4
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PTB 3159PLANNINGCAND CAP11 xuWO SAN JUAN CAP-1— vzeNDSCAPE R�s L OF 4 O
�2. \F CHECKED DRAWING NO. v
NO SCALE
LR 16 77 L o
PROJECT SHIT. NO. Cv"0 OF
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_ FOR ENLARGEMENT OF TI• IS - Z D
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DAY CQEEK BOULEVARD 1
PEPIMETER WALL NOTE:
SEE CIVIL ENGINEEQ'S PLANS
FOR PERIMETER WALL DETAILS.
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■ DAY CREEK BOULEVAPD
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CONSTQUCTION LEGEND BOULDEI? SCHEDULE
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EXISTING 6' NIGH WALL W/ PROPOSED ROCK J o,
C� VENEER PILASTERS. �'A' = 3' DIAMETER BOULDERS �
® 'B' - 7 DIAMETER BOULDER 'TF o \�o�� DESCRIPTION OF REVISION DATE APPCITY
ROVED:
C-2 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS.
CITY OF RANCHO CUCAMONGA
RIVER WASHED GRANITE COBBLE STONES
i PER CITY OF RANCHO CUCAMONGA
STANDARD DETAIL 542: SEE SHEET L-4. DAY CREEK BLVD . ST R E ETS CA P E
SEE SHEET L-44.(CONCRETTE12 CMOWCURB ON ALL ITY STD. DETAIL 34 TRACTS 15871 - 1 & 15871 - 2 i
. �' I -1 EXPOSED EDGES OF COBB!E AGAINST PLANTERS.)
1 ,.,:�. k*,.;. : �.. a.:.. .�, CONSTRUCTION PLAN
DAY CREEK BOULEVARD REFER TO CIVIL ENGINEER'S PLANS FOR APPROVED 8Y DATE: k
FINAL LOCATION OF UTILITIES.
SEE SHEET L-5 FOR IRRIGATION PLAN CITY ENGINEERLA_ RCE NO 24953 U
SEE SHEET L-8 FOR TREE PLANTING PLAN
DESIGN RECOMMENDED �
SEE SHEET L-10 FOR SHRUB PLANTING PLAN PTB d o
DRAWN Rim SHEEI
DESIGN GROUP, INC. 1
PTB PLANNING AND UNDSCAPE ARCHITECTURE L-2 OF 1 4 O
SHEET INDEX KEY MAP � _ • 'n..°•' -
NTS 0 10 20 40 CHECKED DRAWING N0.
LR - 107+L— 10
PROJECT SHT. NO. 01' !? OF
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16-4
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DAY CREEK BOULEVARD -- - - - - - - - - - - - -
4/ML
SEE SHEET L-6 FOR IRRIGATION PLAN
P SEE SHEET L-9 FOR TREE PLANTING PLAN
�' SEE SHEET L-11 FOR SHRUB PLANTING PLAN
C-4
SHEET INDEX KEY MAP
NTS
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SEE CIVIL ENGINEER'S PLANS
FOR PERIMETER WALL DETAILS.
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BOULDER SCHEDULE
9vczp,-1 10 S lSbftll0fA OF �}� tb UPOME ffM -t0 TOEF 64TV5
a 8 c-I EXISTING 6' "GH WALL W/ PROPOSED ROCK �p �y J LCAP£ p� T(-}� t4L-S -�4 •
F9 VENEER PILASTERS. ® 'A' - 3' DIAMETER BOULDERS
`0Fc- CONCRETE SIDEWALK PER CIVL ENGINEER'S PLANS. ® 'B' - 7 DIAMETER BOILDER J � e � � Q DD cu�2 l pE �th(!`l OcYT1L�T Q-3
1 2 ► -c` DESCRIPTION OF REVISION DATE CITY
>> cn1 APPROVED:
d;
Fc-1RI
VER WASHED GRANITE COBBLE STONES 4 � �t a<<
PER CITY OF RANCHO CUCAMONGA of- C � CITY OF RANCHO C U C A M 0 N G A
' t STANDARD DETAIL 542. SEE SHEET L-4.
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W - �-4 s �°'"� RPER ETE Mo oAALL 34 DAY CREEK BLVD. STR E ETS CAP E
_ m EXPOSED EDGES OF COBBLE AGAINST PLANTERS.) '
Q TRACTS 15871 - 1 & 15871 - 2
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W
W CONSTRUCTION PLAN
i I REFER TO CIVIL ENGINEER'S PLANS FOR
W ' FINAL LOCATION OF UTILITIES. APPROVED BY - DATE: / K
c_ W CITY ENGINEER RCE NO 24953 a
Zv
—1 I J DESIGN REC ENDEDoll
PTB O
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' 3' 8' I DRAWN RJM SHEE1
Q Q wpm PTB DESIGN GROUPCINMCE 0
20' 20' 20' 1 < 0 l0 20 10 OF 14 0
DAY CREEK BJULEVARD LR o
CHECKED DRAWING NO.
I 0 7 -L-
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PROJECT SHT. NO. OF
V8' 1 2
WIDTH PER PLAN
CURB MORTAR C089LESTONE FLAT SIDE UP ° �f
CURB AND GUTTER CASE 1 CU G SIDEWALK g;
r a : • •• 5 0
24' TOOL MORTAR ROCJOINTS LEGEND=
TO ACCENT6 __ a a a; c ° �y� MORTAR EVEN W/CURBA. L I/8' RADIUS EDGE 3
CONTROL JOINT (TOOLED) 2 7
MIN. AND WALK
PA `' 3' MINIMUM CONCRETE BED
UNDERNEATH COBBLESTONE 4 1 5 �1 J 2 FINISH PER CONCRETE PAVAVG DETAIL. v
• e a a d • 37
6" PCC MOW CURB 2 eouLDER s' MIN. SOIL DEPT}t AT Vr 3. JOINT FLLER PER SPECIF9CATIONS - -1 • ° ° . • • • •• d C
2 6 =� � �-III
PER CITY STD. DWG. 534 (LOCATE PER PLAN) EDGE OF COBBLE
COBBLESTONE - COBBLESTONE CONCRETE HEADER - 1/2- RADIUS -III_ I _ a
• i ===i Y -1 i= Iii -1 I
4. BACKER ROD PER SPECIFICATIONS I - 1 �-I I �
END coNomo" II" III-1 EXPOSED EDGES AND FINISH PER PLAN
_; j 1- � 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE a • 5. TW ART POLYURETHANE SEALANT 6'
-)=i� W/t3 w CROSSINGS SPECIFICATIONS. COLOR TO MATCH
-� (_ ) I MIN. 3' � � I--i1=- -I �
3-1/2' MINIMUM CONCRETE COLOR. VERIFY WITH CITY 6
CONCRETE BED 6" OR 8" PRIOR TO APPLICATION.
� 3 J EE NOTE FINISH GRADE B. EXPANSION JOINT LEGEND= 4 i= I =� � �
-- 6'�---24'--1 6' 11
2- MAX. MORTARED STONE SWALE . 0 6. Vr DIA. X 12' LONG STEEL DOWEL
_EoEP H e o a oQ o 6 I 5 2 • 24' O.C., PAPER WRAP ONE END L CONCRETE PAVING, SEE DETAL D, THIS SHEET FOR CONCRETE
v v
_ _ _ _ _ _ COLOR AND FINISH.
III ° ILII, 4' -� I-� I Q°Q' IIIA II
=)I �_ • ° ° ° ° -1 I I iO I -_---- I I - NOTES= 2 tt3 REBAR AT 24' O.C. EACH WAY, CENTERED IN SLAB
COBBLESTONE 4' CONCRETE BED CONCRETE CURB I • ` .
BENEATH COBBLE W/i3 BAR I- ( � = ° A. LOCATE JOINTS PER SPECIFICATIONS 3. FINISH GRADE
o g I I- d UNLESS OTFRWISE INDICATED ON PLAN 4. COMPACTED SI�GRADE TO 901;.
IU3 RE-BAR CONTINUOUS 5. V4' TOOLED RADIUS.
cnw 2' MIN. / 4' MAX. RAD. -III I I NLESS OTHERWISE INSTRUCTED) 2 B. SEALANT COLOR TO MATCH ADJACENT 6. 6' THICKENED EDGE, TYPICAL.
CURB ec GUTTER C. COLD JOINT
c a PAVING 7., EXISTING CURB AND GUTTER.
PLANTER � V�
AREA •
a •a• r 3/4' F PAVING LESS THAN 4' THICK NOTES=
a a a a .4 r IF PAVING 4' THICK OR GREATER
HARDSCAPE
JOIN AT RIGHTANGLES (TYP.) D. SAWCUT JOINT A PROVIDE 4' X 4' SAMPLE PANEL OF EACH FINISH.
3' MIN. / 4' MAX. RAD.
6' PCC MOW CURB PER CITY STD. 534
NOTES:. ONCRETE CLASS 520-D-2500. CONCRETE JOINTING NO SCALE B CONCRETE PAVING NO SCALE
2. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE:
BOULDERS: MAX. 3'0" - MIN. 2'0" 37
COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE
3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 24'
NOTES: 3 II I �
4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8- EXPANSION 9 - -- - --- ------
TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO -DRY-PACK' IS ALLOWED) I I I
JOINTS AT 20'-0" O.C.
5. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 2 5 2 z
PROCEEDING WITH REMAINING ROCK WORK. ���
6. FINAL RESTING POSITION of ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF ANDL t2
7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND ?= PRIVATELY-MAINTAINED AREAS.
EXCESSIVE IRON CONTENT. N 3. CONCRETE TO BE 520-C-2500 MIN. 8 m 3
S. ALL COBBLESTONE AREAS SHALL HAVE 6' X 6' CONCRETE HEADER AS AN EDGE AT PLANTING. so 4 6'-O"
V II
in N LU
CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA P.A. �
zo
APPROVED BY- RIVER WASHED GRANITE 1 APPROVED BY.
=n STANDARD PLAN n STANDARD PLAN �ALIGNI
CONCRETE HEADER
ui COBBLESTONES 542 534 t n Q 9
5 5 lw
w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION til CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Q V K p,
SHEET I OF 1 Q P.A. 6
R,c.E. 24953 SHEET I OF 1 R.C.E. 24953 8
4
jr I-
24" 24' LEGEND=
1 $-0 - -
r L NTEGRA- COLORED CONCRETE, COLOR= 'EARTH -
{1 BROWN' W/ SEEDED AGGREGATE FINISH. TI a
8'-0" O.C. _. _. ,� .. SEE SPECIFICATIONS, SHEET L-14. i- - a •.
II a.
ALIGN 2 NTC-GRAL COLORED CONCRETE BAND, COLOR= I I=
- •
III
5'X5' PVC POST _ 'RUSSET' W/ LC BROOM FLASH "1415
3. NTEG12AL COLORED CONCRETE SQUARES, - d ,
0j x COLOR 'RUSSET' W/LK�•••IT SANDBLAST FINISH s' •i 1=I 11= '- I III I I)
RAIL ENDS TO BE 0 4. 3-RAIL EOLESTRIAN FENCE PER CITY STD. CLp. =1 I 1=1 1= �I I I I}{- 7
CENTERED ON POSTS i P.A. P A DWG. u 1010-8 SEE DETAIL, THIS SHEET. 7-9'SO.
2'X6' PVC RAIL 5. PLASTER W/ ROCK C �c �VENEER� �� �
6. iSINIEOL STRIAN TRAIL L PRECAST CONCRETE CAP uAPC26J AVAILABLE FROM
77
i SAN DECO PRECAST CONCRETE, NC. (800 -9- PRECAST).
7. EXISTING CONCRETE WALK. CAP TO HAVE LGH•T SANDBLAST FLASH.
8. EXPANSION JOINT. SEE DETAIL B, THIS SHEET. 2 16"XX S' X I6' MASONRY PRECISION BLOCK GROUT FILL ALL
o IO 9. TOOLED JOINT. SEE DETAL B. THIS SHIE=T.
MOUNTING BRACKET 3. MASONRY COLUMN W/ RIB? ROCK VENEER. BATTER,
b. NTEGRAL COLORED HANDICAPPED RAMP, REVEAL AND RIVE? ROCK VE1 TO MATCH PLASTERS
PVC FENCE POST CAP ' COLOR: 'EARTH BROWN'. FISH PER GTY STD. AT DAY CREEK BLVD. PROPERTY LASE WALL
EVERY POST: MOUNT WITH 2 - 10 DIA X 16 X 1' STAINLESS STEEL SELF RAMPS PER CURRENT CITY STD. PLAN u102 - DUAL 4. 4 - n5 REBARS
- TAPPING HEX. HEAD SCREWS
RAMPS BASED ON 8' CURB HEIGHT PER REVIEW 5. CON C RETE FOOTING.
AND APPROVAL OF CITY TRAFFIC DEPT.
R 6. FINISH GRADE OR FINISH SIRFACE
8 L PROPOSED SIDEWALK. SEE BVC�EEWS STREET
IMPROVEMENT PLANS FOR LAYOUT. 7• COMPACTED SLJBGRADE PB2 SOL BVGINEB7S REPORT
5'X5' PVC POST 8. 3-RAL PVC FENCE. MASONRY CONTRACTOR TO BLOCK OUT
12 EXISTING CATCH BASN PER STREET IMPROVEMENT OPENINGS N ROCK VENEER TO RECEIVE PVC FENCE PALS.
IO PLANS. MASONRY CONTRACTOR TO OBTAIN RAL SPACING TEMPLATE
0 2'X6• PVC RAIL " FROM PVC FENCE MANLFACTURER PRIOR TO COMMENCING WORK
t50 -0
+ NOTES= 9. MASONRY TES • 16' O.C.
I
- 12 A. INTEGRAL COLOR CONCRETE TO BE PROVIDED q. 2 - ss4 KEBABS NOTE-
BY L.M. SCOFIELD CO. L u3 R®AR TES • 8' O.C. ALL STRUCTL RA- DNIBVSIONIS AND REINFORCNG FOR PILASTER
7 VICTORIA PARK LANE CONTRACTOR TO PROVIDE A 4x4' SAMPLE OF ARE PER STRUCTURAL ENGINEER'S CALCLLATKM AS REVIEWED
ao co 0 6 =EACH COLOR AND FINISH TQ GTY FOR REVIEW AND APPROVED BY CITY.
AND APPROVAL, AT LEAST 10 YS 1LioF_A►o�lCs STRUCTURAL ENGINEER ESI-FME (71.4) 835-2800
I
Co�RS. Go NC. Cor,.vR sAr'\PL.ES -Tb 8E
INTERSECTION LAYOUT TME G Ea�� S�I,�o" D PILASTER W/RIVER ROCK VENEER C
RAILS SHALL BE MOUNTED ON TRAIL SIDE OF POSTS MANIC`( FoNC, Ilv THE aIvNINV UIV\S,
TRAIL
CONCRETE HEADER PER STD. NO. 534
% FINISH GRADE
/. \ \ SOU
Ll
//�\/
N /jj Q • / ��� DESCRIPTION OF REVISION DATE APPCITY
ROVED:
le
O - N
2' SONOTUBE � °°' CITY OF RANCHO CUCAMONGA
4' DECOMPOSED GRANITE FORMED FOOTING NOTES:
,. EVERY THIRD PVC POST AND ALL PVC DAY CREEK BLVD. S
POSTS LOCATED AT CHANGES OF DIRECTION OR END
USE OF 3 RAIL FENCE REQUIRES POSTS ARE REQUIRED TO BE FILLED WITH CONCRETE TRACTS 15871 - 1 & 15871 - 2
2. CAP ALL POSTS AND ENDS OF EXPOSED RAILS
SPECIAL PERMISSION FROM 3. ALL MEMBERS SHALL BE PVC FENCE AVAILABLE FROM
N CITY ENGINEER COUNTRY STATE FENCE OR APPROVED ALTERNATE. DETAIL S
FOR PEDESTRIAN CONTROL ONLY 4. TRAILS ON CURVES REQUIRE SPECIAL DESIGN
5. SEE TRAIL NOTES STD. NO. 1001. APPROVED B Y - DATE: O
N CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY ENGINEER RCE NO 24953
APPROVED BY, COMMUNITY TRAIL: STANDARD PLAN
DESIGN RE�N ED rn
It
w PVC 3-RAIL FENCE 1010-B PTB o
DRAWN RJM SHEETr
W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET I � I DESIGN GROUP, INC. L-4 of 14 0
PTB PLANNING AND LANDSCAPE aCfffPECTURE
R.C.E. 2495 III--� w�w�.�..-.�,«,.
CHECKED DRAWING NO.
LR 177- �-- O
i �
PROJECT SHT. NO. 2 OF
II .
'
0960=J9 866C=J0
T 8'10t=J0
LA LU
6'L6C=J9
-n 9'cotl
Q ® f Z7 ►�`� N o w 8'660 1
0'96 =d 6'LK=d =J9 8'LOtr=d ® 8'�Ob=d 1
JO
® 9'96C=JJ aL aJJ ® - �7*0t=JJ 1
LIMIT OF WOjr-
PROJECT
= _ ® e 66� d
CONTRACTOR TO MAKE ALL REQUIRED ADJUSTMENTS TO THE ZQ
Q EXISTING IRRIGATION SYSTEM. PROVIDE FULL HEAD TO HEAD 10
COVERAGE AS DIRECTED BY THE CITY'S REPRESENTATIVE cn
cI± o cn c w cam'„ cn 1IM
O '" cn 1 w
311 W
• _ . '
ri r
t4
-
W
4 -
1-1 1-Ak
/2
0 •. _ �. U
IN
'. 1l 1-112
4 4 11
J l A-10 216 sgrc. � >>� � A-11" 1732 SO.
1-112 ��' A-8 1580 W. A-13 1560�• �0 49 �o os
c' 'err 1 1-1/2" 1865 A-1 a93agft '
A-9 1400 W. A-12 1273 W- 1"
INSTALL ALL MAIN LINES, LATERALS AND WIRING 1-1/2" 1-1/2" DAY CREEK BOULEVARD
UNDER COBBLE PAVING IN SLEEVES. TYPICAL.
v 9.60 =J9 �I
s'0lil CONTROLLER 'A' IN ENCLOSURE.
' CLOt, =J9 s 51 _�� ® CALSENSE ET-E-32DR-TP-1-TP-110W/ANT-1
-J9 �l�=d ENCLOSURE TO BE PRE STD. DRAWINGS. 522/524
1 8'SO�=d
x'90*=JJ 9*1, Lt=d 6'CI*=JJ i=d USE STRONGBOX SB 24SS-120 VOLT ENCLOSURE
1 Q 9'601-d 0'Z I*=JJ ® LOCATE CONTROLLER AS DIRECTED BY A REPRESENTATIVE =JJ WITH ELECTRICAL METER ENCLOSED.
1 Z'80t-JJ VO L4=JJ ® v a - Q OF THE CITY OF RANCHO CUCAMONGA. a INSTALL (1) ORANGE COLOR SPARE WIRE IN
a -
1 = _ CONTRACTOR SHALL APPLY AND PAY FOR THE INSTALLATION _ EACH DIRECTION TO FURTHERMOST POINT.
a Z G 20 _ - xERiXCAPE ASSESSMENT SYSTEM SUMMARY
OF ELECTRICAL SERVICE TO THE CONTROLLER. 1 II IRRIGATION (POINT VALUE)
1 - 1 w 1. LOW GALLONAGE IRRIGATION SYSTEM. (20) 20
LU
1 INSTALL BACKFLOW PREVENTER PARALLEL WITH THE STREET. INSTALL ALL MAIN LINES, LATERALS AND WIRING w 2. AUTOMATIC CONTROLLER. (20) 20
O 1 CTI O SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. = 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS. 10 10
� � cp � W UNDER COBBLE PAVING IN SLEEVES. TYPICAL. 1 � 4. SOIL MOISTURE SENSORS. (10) ( ) 00
m l v N � 5. RAIN SENSORS. (5) 5
Q 6. WIND SENSORS. (5) 0
U-1 1 1" 1 7. SENSITIVE TO SLOPE FACTORS. (5) 5
LIJ • 8. RECLAIMED OR RECYCLED WATER. (5) 00
•
• •
TOTAL POINTS CLAIMED 60
(MINIMUM POINTS
- - • U REQUIRED 6
Uj IF4
^-t
r
Z
• "
Z ® 1- /4 1-1/ 1-1/4
((� 2 Q
``" CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH q
_ 2" err• ...r �.. �,." •
2 " .
1 t_1 2 2" 2 1 1�� -
�O REPRESENTATIVE OF THE CITY AND CALSENSE.
CONTACT CITY MAINTENANCE DEPARTMENT FOR CITY REPRESENTA
a T
1 a
Q 4 1 !4 3 4 AND CALSENSE AT
1-va -
' A-15 A-17 1060 > > >
`� " loos salt. Lys 1354 sgft. a' A-1 1290 �� 'bo '� Bio 2075 CORTE NOGAL,SUITE P
�o ���dol 1 �C' r'S ��, 'sem �C' `fir, �C� '`�i lC► '�O 1-112" to �� 1" l''rte fC' 'dj �C' �O CARLSBAD,CA.92009
A-5 9w A-4 1421sgR �'
TEL. (760)438-0525
A-18 1241 sgft.
1-1/2"
A-16 10�� 1290
1-112" 1•
DAY CREEK BOULEVARD 1241 LOCATE ALL EQUIPMENT AS DIRECTED BY THE CITY.
1-1/2" MAXIMIZE DISTANCE BETWEEN MV/FS LOCATIONS. Toby Mertens Irrigation Consultant
333 Avenida Adobe, Suite 203
POINT OF CONNECTION TO BE A 2" DOMESTIC San Clemente, Ca. 92672
WATER METER PROVIDED C.C.W.D. MR. FIMBRES USE TYPE 'K'COPPER PIPE BETWEEN METER
( ) AND BACKFLOW PREVENTER. E mail. MertensT@ worldnet.att.net
DATE INFORMATION RECEIVED 08/22/00 Tel. (949)498-4483. Fax. (949)498-4810.
IREIGATION LEGEND. HGL 1648'
STATIC PRESSURE 104 PSI
YMBOLS MANUFACTURER ITEM GPM PATTERN R PSI P.R. PEAK DEMAND 35
GPM-
[D RAINBIRD # 1812-SAM-PRS-15 12"POP UP .9 1.3 1.8 3.6 90 VAN 180 360 15' 30 1.78 DESIGN PRESSURE 72.00 PSI DESCRIPTION OF REVISION DATE CITY
V ❑ RAINBIRD # 1812-SAM-PRS-12 12"POP UP .6 .8 1.3 2.6 90 VAN 180 360 12' 30 2.01 APPROVED:
(b Q m RAINBIRD # 1812-SAM-PRS-10 12"POP UP .4 .6 .8 1.6 90 VAN 180 360 10' 30 1.78
66 on RAINBIRD # 1812-SAM-PRS-5 12"POP UP .1 .2 .2 .4 90 VAN 180 360 5' 30 1.78 CITY 0 F RANCHO C U C A M 0 N G A
RAINBIRD # 1812-SAM-PRS-15 EST, 15 SST 12"POP UP .6 1.2 STRIP 15' 30 2.01
Q B SUPERIOR # 3100-1-112" MASTER VALVE,NORMALLY OPEN. DAY CREEK BLVD . S I R E ET S C A P E
e FEBCO # 825 YA-2" RED.PRESS. BACKFLOW PREVENTER IN STRONGBOX #SBBC-45-AL ENCL.
® WATER METER-2" DOMESTIC WATER METER PER C.C.W.D. TRACTS 15871 - 1 �C 15871 - 2
d RAINBIRD # EFB-CP-PRS-B REMOTE CONTROL VALVE - SIZE PER PLAN
RAINBIRD # 33 DNP QUICKCOUPLING VALVE
• N WATTS #403-RT-RW GATE VALVE,LINE SIZE IRRIGATION PLA N
,.,r.<. '..I ,, f• .•,.r,u _ ..nom
Y WtLKINS #500-2" PRESSURE REDUCING VALVE.
- - - - - - - - - - - v Q DATA IND. -1-1/2" FLOWMETER AS FURNISHED BY CALSENSE
DAY CREEK BOULEVARD CALSENSE #ET1--40-ANT-1 40-STA.CONTROLLER W/TP-1,tp-110-W/ANT-1.INSTALL IN STRONG BOX
SIZE OF PLANTING AREA
METERED ENCLOSURE MODEL No.SB-24SS/120 VOLT. �• ()S�'�Pf APPROVED 6 Y � DATE:
A-1 100 CONTROLLER AND STATION NUMBER ��° ��v P. R CITY ENGINEER RCE N 2 49 5 3
SEE SHEET L-2 FOR CONSTRUCTION PLAN VALVE SIZE GPM FLOW y ! s DESIGN of RE MME DED oc
SEE SHEET L-8 FOR TREE PLANTING PLAN PVC SCHEDULE40 SPRINKLER LATERAL, WON
TM j
SEE SHEET L-10 FOR SHRUB PLANTING PLAN �� SCHEDULE40 IRRIGATION MAIN, 3/4"T01-1/7SIZE 0
w PVC (A
CLASS 315 IRRIGATION MAIN, 2"82-112" SIZE E 9 0 Ol '� DRAWN RJM SHEE1
PVC SCHEDULE40 WIRE SLEEVE,PIPE SLEEVE Jf ��� 0 10 20 40 DESIGN GROUP, INC. 11 "�C� rn
��Q TM PLANNING AND IANDSCAPE ARCRMCVU L-5 OFsL
SHEET INDEX KEY MAP 4F C��� '°' �""° ""° """'"�'�"`"° �""° O
NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS CHECKED DRAWING N0. �
J cot
9�
T1
NTS REQUIRING ADJUSTMENT OF RADIUS.REFER TO MANUFACTURERS LITERATURE. /�
LR 1017 - L O
to
SHT. NO. OF
NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE
ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER
DISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED),FOLLOWED BY
A BACKFLOW PREVENTER DEVICE, FOLLOWED BY A PUMP(IF REQUIRED), FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE.
ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,MANUFACTURERS
RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE
CITY. a ,
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. gin4� t �'' _ _
AL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. ,,,..
�j THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES,AND SHALL TAKE
\ O/t, , �� SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. ( DAY CREEKBOU..EVARD
BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SB)SBBC-45-AL ALUMINUM ENCLOSURE,AND SHALL BE
\ \ `• INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. SEE SHEET L-3 FOR CONSTRUCTION PLAN
\ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON DRAWINGS AT THE SITE PRIOR TO START OF ANY WORK..ALL
DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE CITY. SEE SHEET L-9 FOR TREE PLANTING PLAN
L/ Q CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE THE SOLE SEE SHEET L-11 FOR SHRUB PLANTING PLAN
OP RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT FOR ANY DAMAGE TO SAID UTILITIES AT NO COST TO THE CITY.
CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO
WALKS,STREETS,WALLS ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN SHEET INDEX KEY MAP
(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. NTS
ti THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP
.' .o r • FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE
(o
DEVELOPER.
WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC. INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER
1 HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY
' INSTALLING A QUARTER CIRCLE OR HALF CIRCLE ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE ALL
4 ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY.
• INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON
EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING.
/ THE IRRIGATION SYSTEM IS BASED UPON MAXIMUM OF 3"OF WATER PER WEEK FOR TURF AND 2"FOR SHRUB/GROUNDCOVER
,o AREAS. WATER TO BE APPLIED FOR A MAXIMUM OF 8 HOURS PER NIGHT FOR 5 DAYS A WEEK. BETWEEN THE HOURS OF 9 P M TO 5
AM. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT THE SAME TIME.
THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND
i� OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE
tiff �i O PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY.
1
AUTOMATIC CONTROLLER TO BE A CALSENSE ETI40-DR,W.ANT-1 ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT
A-22 7W sc^ CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER
SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF
07 THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY.
00 2 THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP
®® _ FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE
DEVELOPER.
<. t ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED
Aj ON THE PLANS.
ii ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4 ABOVE FINISHED
• GRADE.
THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES, ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL
iiBE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET
'v i� '7 1• / LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES.
�O
31 ^
� • �
_ 1 L.ai Wim> tom'"r t K/� [n-•r l O& ��''< <Tl
VIVAA� l 7.6 MArV,4 4 EftSM MA .
•
A-23
1-112"
• 1"
nI V ® v
't=d �d ® 9'5zb=JJ
is 1 9 bZ�=Jd 9Z�=d S•LZ*=d v �,
6'9Zt=JJ ® II
J �8 0'9Z*=JJ S'8Z4=d c� II coUq
28 818
2 8 O
% . 44 U_w
1• �• N (.17 v� v
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i
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1.1 31
4
-:
A-2 IN 480 Sart. w '
1 11
2
1
J
m -
rtc
Q
wl
2 1- 14
_ U
� V/1 • 1-11 • � �� I �� �.� �... �" �� ,
/ • • • CQ
�A cy' w , 1�• ® - pot
,
W Q
875 sgrt. I I 970 sgrt. I > JI� A_30 1390 sqR. �� �� A-31 sa0 �
/ U' A135 ����� A-27 130o Sart. �'r��j A133 xI' sr�� >�o �� 1`' 1-112" ��,`� fe 66' . 1. >LZIA _
C' �S 1-1/2" �, '6' ll' `Di
Q LL
A-34 1300�• A-28 9"W A-32 'aR A-29 725 Sart.
A-24 412 sort. DAY CPEEK BOULEVARD
- Q �, �,� Toby Mertens Irrigation Consultant
EI' 333 Avenida Adobe, Suite 203
' San Clemente, Ca. 92672
1"
• �1�° ® IR GAT10N LEGEND. 1
1 iso INSTALL ALL MAIN LINES, LATERALS AND WIRING X `, E mail. MertensT@i wor,dnet.att.net
A-20 �G
• �" UNDER COBBLE PAVING IN SLEEVES. TYPICAL. SYMBOLS MANUFACTURER REM GPM PATTERN R IPSI Tel. 949 P.R. I ( )498-4483. Fax. 949( )498-4810.
4 A-25 390 • 1^Zti=d �1 0 13 RAINBIRD # 1812-SAM-PRS-15 12"POP UP .9 1.3 1.8 3.6 90 VAN 180 360 15' 30 1.78 _.
• 1" 9�Z���j b 0 O RAINBIRD # 1812-SAM-PRS-12 12"POP UP .6 .8 1.3 2.6 90 VAN 180 360 12' 30 2. aiQ
b 111 19 RAINBIRD # 1812-SAM-PRS-10 12"POPUP .4 .6 .8 1.6 W VAN 180 360 10' 30 1.78 i�• i .g . ' %0SCAP, -CCS 10M-0L�• 7-3 1-0)
_) 10�
_ 4 18 66 0 O RAINBIRD # 1812-SAM-PRS-5 12 POP UP .1 .2 .2 .4 90 VAN 180 360 5' 30 1.78
• ' �;R R�6 6 1 � y CIS
2 RAINBIRD # 1812-SAM-PRS-15 EST,15 SST 12"POP UP .6 1.2 STRIP 15' 30 2.01 F. DESCRIPTION 0F REVISION DATE
2 APPROVED:
softRAINBIRD 1800 PCS SCHEDULE y
SUPERIOR #� 3100-1-12" MASTER VALE,NORMALLY OPEN. CITY O F RANCHO C U C A M O N G A
• ' �1w �►,�
MODEL
PCs-010 PCso2o Pcsa3o Pcs oao PCs oso PCs oso PCs,25 PCs175 PCs 2so Pcs37o a FEBCO # 825 YA-2" RED.PRESS.BACKFLOW PREENTER IN STRONGBOX #SBBG 45-AL ENCL. W 2
' 1 A GPM 0., 0.2 0.3 0A 0.6 0.9 1.25 1.75 2.6 3.7 �+
• ' COLOR PURPLE BROWN SILVER ORANGE BUCK WHITE GREEN YELLOW BLUE RED ® WATER METER-2' DOMESTIC WATER METER PER C.C.W.D. {�
LU 10-F - - - 2' 1 RAINBIRD # EFB-CP-PRS-B REMOTE CONTROL VALVE - SIZE PER PLAN
WR5� 2 ,�, _ r „'. DAY CREEKBLVD .10-T r 6' r 10• RAINBIRD # 33 DNP QUICKCOUPLING VALE £ OF c av\F
�C 0 10-0 r s 6 10• ►� WATTS #403-RT-RW GATE VALE,LINE SIZE
12-F 3' S' 7' 8110' 12'
• I , m
12-TO _ _ z 3' s r ,0 12'• WILKINS #500-Y PRESSURE REDUCING VALE.
• ������ 12-H _ - 4' a' , 1r1• 12• In DATA IND. -1-12 T" FLOWMETER AS FURNISHED BY CALSENSE RACTS 15871 - 1 & 15871 - 2
ZC tUj12-T _ 2 6' t! 10 17• A CALSENSE #ETI--40-ANT-1 40-STA.CONTROLLER W/TP-1,V-110-W1 ANT-1.INSTALL IN STRONG BOX
f `
w7
_ to 1r• SIZE OF PLANTING AREA METERED ENCLOSURE MODEL No.SB-24SS/120 VOLT. IRRIGATION P
S' T 8' 1 13'• 100
15-TT - - 1' 4' s 6' 8' 12' 15'• rA2"1 VALVE SIZE GPM FLOW
ION NUMBER c
1. 4' s s 12 1s• APPROVED BY DATE: / k v/
• 1ST s s17 1s• PVC SCHEDULE 40 SPRINKLER LATERAL,
w 15 q - r s r 12' 1s• PvC SCHEDULE 40 IRRIGATION MAIN, 314•TO 1-12"SIZE CITY ENGINEER RCE N 24953
t
15-CST _ _ - 4x12' 4x22' 4x28' 4x38' x �...� PVC CLASS 315 IRRIGATION MAIN, 2"&2-12" SIZE
314 J 15-S T _ _ - 4x16' 4x24' 4x26' 4x30' PVC SCHEDULE 40 WIRE SLEEVE,PIPE SLEEVE DESIGN 01
2 �. •• - RECOMMENDED
MENWO 4( r. 1 11
Q .ST _ 410" 4x14x20' TM D 0
LJ
�. ' U SCST-B r 14' 3' 5' 1 CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS
ISH-sU - 1' S' 10' 13' 161. NOTE: DRAWN RJM SHEE
,sasu 6• z 5' 8' 12' 16 REQUIRING ADJUSTMENT OF RADIUS.REFER TO MANUFACTURERS LITERATURE. 0 l0 20 10 DESIGN GROUP, INC. _ o
Q TM L 6 QF 15
PIANNINC AND LANDSCAPE ARCRITE(T[JRE O
i1M1 UM1,0 C•l�Iltllq LM NU1 UIpR•IA,fl�M'10
CHECKED DRAWING NO. �
LR 10 7 -L O
PROJECT SHT. NO. OF
MULCH LAYER TAPER MULCH HI-POP SHRUB HEAD BODY SET TO
AWAY FROM HEAD 1/4' ABOVE FINISH GRADE
'SNAP-TRE' WATERPROOF FINISH GRADE m
CONNECTOR OR EQUAL z ROUND PLASTIC VALVE BOX &
WIRE SERVICE LOOP (LOOP 4 COVER ETCHED 'IRRIGATION GATE'
ENOUGH WIRE TO EXTEND WIRE (CARSON OR EQUAL)
BUNDLE 6" ABOVE GRADE)
IA I I
SPLICE BOX COVER WITH 1 I I II I II II I II I I IIIII 111111 _ I I I FINISH GRADE
LOCKING TOP ETCHED "S.8* I-I�I-II
IIII I�I- II�I 11=1 I II 1-
_III-III II-III N „ -
I II I I- Ii=I i t=1 I iii' Ili=
AT GRADE IN LAWN AREAS -III-III L VALVE - 1 1/2' OR SMALLER WITH
-III I I-III _ -III I I-III 1=III- I STAINLESS STEEL HANDLE
3 IN PLANTER BEDS
I S I I=1 I I-Ii 1=1 I I_
N I I-III -I III 1=1 I I ENT WEDGE - 2" OR LARGER WITH
vN _I I�l
CLEAN BACKFILL - SEE TE VALVE 2' OPERATING NUT _
,i-II li it I i' ii i r' -1 I I SPECS. FOR MATERIAL i hI�1I II EPDXY COATED
a I I 1 1 90% COMPACTION REQUIRED -III-1I I 1=I VALVE
I_I-I_I
12' X 1 S' GREEN PLASTIC METER i-I NON-PRESSURE LATERAL LINE: II�I I I 1�III I
" SCH. 40 SNAKE PIPE IN -III=III
BOX. CARSON OR EQUAL
1 IIIII I I TRENCH 1=1 I-I 3" 3' 11=111E
Nh -III PRESSURE SUPPLY LINE: I 1=III= I I=1 f=
SCH. 40/CL 315 SNAKE - -
II I II 111 I II I II I PIPE IN TRENCH
LSCH 40 PVC -III= - CONTROL WIRES - BUNDLE -I -I ° o°. J1 I
MARLEX 90 STREET ELL 917 STREET ELL z =1 I I-I I I o- ' III-�
NON-PRESSURE I-III N I I-I I AND TAPE AT 15. O.C. AND I-111 I I-111
III - INSTALL ADJACENT TO =111=111 Pq° III-1
• MARL E)( 90' STREET ELL
NON
LATERAL
ENLATERAL LINE SCH 80 PVC NIPPLE I I I I I I I I- - PRESSURE SUPPLY LINE m a
-I - I _ I - 1=III 1
II _ -III=III
/ TYPICAL (2) PLACES I I I I I 6" TYP II I I- PROVIDE 6" MIN. OF SAND
� 1III I1 I I 1 III 'I II II I III11
L24 VOLT WIRES. TAPED AND MITI-DRAIN VALVE AS REQUIRED BEDDING AND SHADDING
BUNDLED AT 15 FT. INTERVALS
3/4' WASHED CRUSHED
2 CU. FT. PEA GRAVEL NOTE: AGGREGATE BASE
1. LOCATE HEAD 2' TO 6" FROM WALKS, CURBS, HARDSCANING, MOW STRIPS, NOTES:
AND EDGES OF LAWN. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE: 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING.
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS.
COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 18' MIN. DEPTH 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.
/ 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
1
4. HEAD CONNECTION AT BOTTOM INLET ONLY. 3" AND LARGER 24" MIN. DEPTH 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER.
n
a
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
J.APPRDVED BY, STANDARD PLAN NIp APPROVED BY, STANDARD PLAN 1 APPROVED BY- STANDARD PLAN ,o APPROVED BY, VALVE STANDARD PLAN
24 VOLT SPLICE BOX 540 HI-POP SHRUB SPRAY 539 _ TYPICAL TRENCHING 532 _ - 3" or smaller 518
s CITY ENGINEER BA LSE WITH STANDAR° SPECrICATIONS FOR PUBLIC WORKS CONSTRUCT" w CITY ENGINEER DATE USE WITH STANDARD SPECWICATIONS FOR PUBLIC WORKS CONSTRUCTION
CITY ENIGIIEER DA ISE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER M USE WITH STANDARD SPECIFICATKINS FOIL PUBLIC WORKS CONSTRUCTION SLEET I DT I R.CE. 24953 S/EET 1 � 1 a:R.CF. 24953 SLEET I DT 1
Ice 24953 �T I OF I 24953
CITY PRESSURE CALCULATIONS - CONTROLLER "A"
WATER METER 1 SIZE 2"
PLASTIC VALVE BOX & COVER: STRUCTURE OR ELEVATION AT METER 1648'
RAIN BIRD 33 DNP WITH PURPLE TYPE C2-AW-40W A.c Fill stWACE TO PLACED NO SOONER ETCHED -QC" (CARSON OR EQUAL) HARDSCAPING LOW 94 PSI
RUBBER CAP - SUPPLY ONE KEY RNAN 14 DAYS NOIR LATER THAN 35 DAYS AFTER BASE PAVING. STATIC PRESSURE HIGH 104 PSI
PER 12 QCV'S INCLUDING HOSE WHITEFINISH GRADE
SWIVELS. STRUCTURE OR SEE NOTEL7 ' AFTER ~ TITOa+�oF acrcTnMBLUE6' MINSOURCE OF INFORMATION MR.CARLOS FlMBRES
FINISH GRADE - INSTALL IN HARDSCAPING NIST joIN 1 DATE OF PHONE MBER RMATION �Z (909)987-2591
EPDXY FILLED AT GRADE IN LAWN AREAS2/00
PLANTER BED ONLY RED WATERPROOF CONNECTOR T 12 Tt
EuOVED AND
EQUAL
'l 18' MAXIMUM BLAS u ~ D°D o D> H.G.L.MEAN ELEVATION 1648'
PIG TAIL EXPANSION / \ \ \ \ \ \ \, \,\\� = WATER METER ELEVATION (-)1408'
IRRIGATION CONTROLLER LOOP MIN.24' LONG / i V/ i�T r' •:' ' �� '% / / / i
D D D D D D D ( \i .f r� : \ - III- I III- I i= i= (_) 240' X.433 104 PSI
D D ° p -
D D D PLASTIC VALVE BOX CARSON OR WATERPROOF ALL OOMPACT M t. j\\// a o o \\j 33 DNP QUICK = I REMOTE CONTROL VALVE A-33 SIZE 1-1/2'
_ _. ( p �• COUPLING VALVE
WIRE CONNECTIONS / o 0_0
EQUAL) WITH PLASTIC INTEGRATED x >\\ o ao /\ WITH PURPLE MAXIMUM DEMAND 35 GPM
LOCKING LID. PLACE AT GRADE IN x x / / 00 0 0
SCH 40 BRASS NIPPLE 12" -III=1 111- __Iii=III TURF AREAS AND 3" ABOVE IN " '� BM ,l,,,,,T,,E •:::j..•,.. =1( I I PRESSURE ICV. 61.9 PSI
RUBBER CAP _ 11
PLAINT BED. COMPACTION MRL 'f d, CRASHED AGGREGATE SW N TRENCHES STAINLESS STEEL
�' • °•\\ LESS THAN 100' IN LENGTH, SEE NOTE/1. n SCREW CLAMP
SCH 40 BRASS 90° ELL - I- I 1= I I-
-I i I \`j\ f ELEVATION OF HIGHEST HEAD 1424'
PIG TAIL /\// \/ 2 MINIMUM (3) PLACES =11
SCH 40 BRASS 90' STREET ELL
STAINLESS STEEL LOOP (ANIN24SONG) x " x x y�H(�E \\/\\} \\/ 12'
SCH 40 BRASS NIPPLE (COMMON) / // i I= �. SIZE ITEM P.S.I.LOSS
_ SCREW CLAMP " " VAA VA ��,� 3/4" WASHED
z_ MINIMUM (3) PLACES j// io CRUSHED
OF 14 AGGREGATE BASE °e D D, D
24 LONG BLUE \/ ••
m $CH i90 PVC 90' STRL-ET ELL 4 REBAR STAKE /\�;• :•. : : :• \\� 6EDDNG!SHMRLC PER UTR TIT °D D D e rO °D .Q,44.4
41 1 2" WATER METER 1.0
WIRES / / D D D Dless,1011 a 1 2' RP.BACKFLOW DEVICE 12.0
24 LONG) RED V/////��/��////\V� UK c SS 2�E��aiSE.
' ° 2 2" GATE VALVES 0.2
MASTER CONTROL \\,\\,�\��\��� AS PER STANDARD DWG. NO. 341 SCH 4O BRASS NIPPLE = I- 1 1-1/2" MASTER VALVE✓�FLOWSENSOR 3.6
BOK VALVE I i I-i I -
SCH 40 BRASS NIPPLE - 1 2" PRESSURE REG.(FALL OFF) 4.0
F%-
NOTES: 24" LONG 20' 2" MAIN LINE COPPER 0.3
FLOW METER 700' 2" MAIN LINE PVC 315 7.0
RIVEE7R SAX IF E 1. AN trsrlehw Rao' in a kmger sNNIB be DacicflRed orK1 consolidated Per 1 1-1/2" REMOTE CONTROL VALVE ASSEMBLY 3.2
METER SIZE Sections 306-1.31 thea 306-1.3.4 of the Standard Spseifleations.
FETER LOW METER SZ E Z SP�°°d Boxes may be so loges for bon`•►' pal jobs Is" than Soo R"' R 35" 'Y•" LATERAL LINE LOSS 6.0 GPM 1.1
SCH 40 BRASS 9tr ELL 3S 1" LATERAL LINE LOSS 9.0 GPM 0.6
3. AN joints shall be 'rero°al butt jw"ts; lop °r feathered }fib °'e not °°cept°bM' 50' 1-194" LATERAL LINE LOSS 17.0 GPM 0.9
11
MINIMUM DISTANCE DOWNSTREAM OF 4. llnises otherwise Instructed by the City Engineer, tench patch shat be stlOight grade
SCH 80 PVC 90°
UNINTERRUPTED PIPE (5X DIAMETER across width, and shall not be crowned at center. STREET ELL SCH 40 BRASS 90" 10' 2" LATERAL LINE LOSS 35.0 GPM 0.1
PRESSURE SUPPLY OF FLOW METER SIZE) PRESSURE SUPPLY STREET ELL
s. Prior to pkicenront of A.C., pavement edge .hall be oat m a aeon vertical and LINE FITTING MINIMUM DISTANCE UPSTREAM OF straight edge with tock coat on face of cuL LINE FITTING 4 REBAR STAKE FITTING LOSS (10%) 1.0
UNINTERRUPTED PIPE (10X DIAMETER 124" LONG) ELEVATION CHANGE IV 7.0
PRESSURE SUPPLY UNE OF FLOW METER SIZE) 6. The enth traveled kme, 12' min., shall be overtayed with .10' min. C2-AR-4000 A.C. PRESSURE SUPPLY UNE
using a seH Propelled paving machine (BARBER GREEN, BLAW KN OX or equal) for all
tench« 500 m length or longer. TOTAL SYSTEM LOSSES: 42.0
7. Psrrrm ent A.C. patch, which .hall be a to In neeNN 022 thick or O.10'thicker than e>fielkp - wlrch.wr PRESSURE TO OPERATE HEAD: 30.0
to great.. - as dlom by the Engineer in the field. I NOTE: TOTAL PRESSURE REQUIRED: 72.0
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
LOWEST STATIC PRESSURE AVAILABLE: 94.0
PRESET REGULATED PRESSURE (IF REQUIRED) 90.0
APPROVED BY. 1 APPROVED BY: 1 APPROVED BY,
QUICK COUPLING VALVE 1fITII l[ETAL STANDARD PLAN 'o APPROVED n'' STANDARD PLAN n srANaARD PLAN r` STANDARD PLAN
STAKE - FOR NON-TURF AREAS W _ FLOW METER INSTALLATION _ TRENCH REPAIR - QUICK COUPLING VALVE RESIDUAL WATER PRESSURE: 18.00
535 516 120 FOR ALL TURF AREAS 536
CITY ENGINEER DATE USE WITH STANDARD SPECWICATKMIS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE IRIS WITH STANDARD SPEMICATKRHS FOR PUBLIC WORKS CONSTRUCTI011 CRY ENGINEER DATE USE WITH STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRl1C'TIOH CITY ENGINEER DATE USE WITH STANDARD SPECKICATKINS FOR PUBLIC WORKS CONSTRUCTION
R.C.E. 24953 SHEET I OF I a:R.0 24953 SHEET I OF I 24953 SHEET I OF t R.C.E. 24953 SHEET I OF I CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI
TO SPRINKLER - ANGLE PIPE TO 24' SONG see-MMODEL mai STAND ALONE CONTROLLER WITH ANTENNA
SPECIFIED DEPTH WITH 45' ELLS BACKFLOW PREVENTER
SCH 40 PVC MALE ADAPTOR STRONG BOX BACKFLOW ENCLOSURE ASSEMBLY \'�NO$CAPF
MODEL SBBC - 45-AL.
SCH 80 PVC UNION ANT 1 ANTENNA PORT P. R
'SNAP-TTTE' WATERPROOF NIPPLE - TYPICAL f
BRASS OR PVC NIPPLE CONNECTORS OR EQUAL (4) PLACES OUTSIDE OF BOX D �`� !�
z ELECTRIC CONTROL VALVE ❑ i : -�
3 HARDSCAPING(SEE NOTE 4) NOTE. INSTALLATION/LOCATION ,,,I,., COAXIAL CABLE c�
5 PLASTIC VALVE BOX ENCLOSURE TO BE GROUNDED PER PER CITY AND CALSENSE
MARKED 'IRRIGATION ICV' o WLOCALLED
CODE. GROUND ROD TO BE REPRESENTATIVE. Ii T,, It ,me- c�
Z a o,e, MISTALI.ED INSIDE ENCLOSURE. ON ;j. ;i CAL.SENSE CONTROLLER oa 02 -�
CARSON OR EQUAL) NIPPLE CONTROLLER SIDE. fl li;' MODEL N0. PER PLANS X / J}
( - - - I 30/0
ETCHED WITH CONTROLLER PRESSOR sf �� Toby Mertens Irrigation Consultant
AND VALVE SEQUENCE 6' THICK X 12' WIDE CALSENSE TP-11
Z
S. MIN REDUCING CONCRETE
O CREE MAD (LENGTH
VARIES I 1 I I I (I III= 11= , T m w'w oEE�P w°P'J aox �jf OF C k\0 San
Avenida Adobe, Suite 203
i FINISH GRADE I BRASS WYE STRAINER• I SLOPE TO DRAIN AT MINIMUM I I FINISH I I I I 20 VLDL
r"1 WITH 60 MESH CID SL I-1 III--III- GRADE 11 I I ounEr (cFa) San Clemente, Ca. 92672
MONEL SCREEN II I I Email. MertensT@ WOTidnet.att.net
3'-6' X V_6' X r CONCRETE RESET CALSENSE TP-1
FINISH GRADE -III I I l MIN. 1� I u FOOTING INSTALL A MINIMUM OF TRANSIENT PROTECTION Tel. (949)498-4483. Fax. (949)498-4810.
- SIDEWALK UNION _ ABOVE GRADE AM
IF I III PVC SLEEVE I I oPoN ATtMUMOF 2x BOARD
S NSOR REQUIRED FOR i -1 I I = CLEAN BACKFILL - SEE
WHERE PIPE THROUGH - SPECS. FOR MATERIAL. i. ( -
a I I- REQUIRED t I-) I _ FIELD WIRES
I 1- - CONCRETE PAD 90% COMPACTION REQUIRED m I- III== Ili I I=
NIPPLE - TYPICAL a - I I I I I I I I I I I L I I I III IIIII I i l I C3' SCH.40 OMMON WIRE/CONTROL. WIRES M
1 3" PIG TAIL EXPANSION I I I I�- I I! I= 11
=1 I LOOP (MIN. 24' LONG) 1 -I I 1' FROM WATER SOURCE 1 I I I i- (2) PLACES I I I PROVIDE 6' MIN. OF SAND LL
=1 SCH 40 PVC MALE BEDDING AND SHADDING g CITY
FLOW -
BRASS ANG • =1 I=11 - = I I= ADAPTOR -III ' . . . . . . �NouNDLrr7cT LOCAL 90*so° SWEEP ELL t�- DESCRIPTION 0 F REVISION DATE APPROVED:
I1 VALVE W/UNION °D 9076 COMPACTION i- • I� a TO POWER SIDE OF CABINET (TYP.)
m 3' 111= I = REQUIRED 1�ll-1 -
3/4' WASHED _III=1 I_ I - IIIII .'. . . . . . . . . . . . . . . . I II I I ENCLOSURE MOUNT
_ z -� ° RUSHED AGGREGATE - _ CITY OF RANCHO CUCAMONGA
q.' METER _-- s I I I ANT 1 ANTENNA PORT EPDXY
III- HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF NOTES:
p,p :oo - CONTROL WIRE SLEEVE -
°.b I=_ LINE TO SYSTEMS PHOTO ELECTRIC SWITCH FOR SECURITY Box. RVSTALLATION/LOCATION
=111 - - . . . . .�.'.'.'.'.'. . D-0 _ SI PERP INSTALL LIGHT CONTROL AS REQUIRED PER PER CRY AND CCALCENSE REP.
I=III= = -- - SCH 80 PVC NIPPLE I �-CONCRETE THRUST BLOCK ELBOW • ADJACENT TO PRESSURE Paws• 1. INSTALL CONTROLLER PER MFG• PRirtTED FIELD
B THE AND PER LOCAL DAY CREEK BLVD. STR E ETS CAP E
CONTROL Nk COMMON WIRES I PER CCWD STANDARDS TYPICAL (4) PLACES I I I I I I .:':': :':':': :':': : ' ' ': : : : : : : ' I I SUPPLY LINE ® CODES. LOCATION TO BE APPROVED IN FIELD eY THE CITY INSPECTOR
L PRIOR TCONSTRUCTION.
RIGID PIPE AND RELATED FITTINGS SHALL BE PER . . . . . . . . . . . ELECTRIC METER PER BCE P 0 0
CUCAMONGA COUNTY WATER DISTRICT STANDARDS. -III=)
-- -- _ -PRESSURE SUPPLY UNE Mail N0. 2. CONTROL WIRE SEQUENCE NT CORRESPOND TO THE PLAN'S DESIGN TRACTS 15871 - 1 8c 15871 - 2
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO -I I - _ III- 1- I - SLEEVE - SIZE TWICE PtTt PSS' SEQUENCE OF REMOTE CONTROL VALVES.
-III I=III DIAMETER OF PRESSURE REFER TO CONTROLLER
NOTES: CONSTRUCTION. INSTALLATION STD• 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH
II I SUPPLY LINE N
1. INSTALL PER LOCAL CODES. I 6" TYP. TIMER
LIRE BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE IRRIGATION DETAILS
BRASS NIPPLE-- 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY -~1I nMER REQUIRED PER WIRE AT THE ENCLOSURE.
STRUCTURES OR INSTA APING. NON-PRESSURE LATERAL PLANS. FINISH
SCH 40 PVC SXSXT TEE GRADE 6' GROUND ROD 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN DOLOR.
PRESSURE SUPPLY LINE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING. ETC.) UNE SLEEVE - SIZE TWICE I I I I II
DIAMETER OF NON-PRESSURE 2 Sc3i LbNaRT I I I I I I 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE
MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: FOR SECURrTY LIGHT MIN.
LATERAL LINE CONTROL VALVES' APPROVED B Y DATE:I
1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. 1. ALL SLEEVES TO BE SCH 40 PVC. WIRING. - 2z 120 VOLT WIRE M RKiD Aft
2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT To SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. STEEL CONDUIT ( 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO
3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. I 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. .Iiii
LOCAL CODE)
DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER CITY ENGINEER RCE No 24953
4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY L = _ 1 - SYSTEM PRIOR TO ACCEPTANCE. DESIGN
,Ie 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW ° ' - - 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. RECQ E ED
VALVE NUMBER. WHEN MAINLINE IS 3" OR LARGER. STRUCTURAL SECTION). C4 TM
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA d CITY OF RANCHO CUCAMONGA, CALIFORNIA
"'�D BY, REMOTE CONTROL VALVE WITH STANDARD PLA" ^APPMVED Y' REDUCED PRESSURE STANDARD �"' o APPROVED BY. STANDARD PLAN ^"P°R°"ED BY' CONTROLLER ENCLOSURE STANDARD PLA" ^" 0 1Y' CONTROLLER ASSEMBLY STANDARD PLAN DRAWN DESIGN GROUP, INC. SHEET
SHUT-OFF VALVE & UNION 520 _ BACKFLOW PREVENTER TYPICAL SLEEVING PLANNING AND LANDSCAPE ARCHITECTURE
CITY ENGINEER �,� ,,,�,r,,,, n,,,,D,,,m ,��,,,,� �„ ,,,� „� „a, 517 � _ 533 � _ - TYPE A 522 _ INSTALLATION - TYPE A 524 TM L-7 OF-L5
.1°91 C•Ileq r1"IxT"AMO.LN N•!,GPxi}Rnlp.U ele96
S CITY ENGINEER IIA US[ WITH STANDARD SPECINICATKk6 FOR PIIBLK: WORKS OONSTRIICTION CITY ENGINEER DATE USE WITH STANDARD sPEcwATKINS FOR PUBLIC woiws 00NSNRUCTIoN S CITY ENGINEER DATE USE WITH STANDARD SPECtnrATKNNS FOR PUBLIC WORKS CONSTRUCT10N 5 CITY ENGINEER DA USE WITH STANDARD SPECIr1CATIONS FOR PMX WORKS CONSTRUCTION
R.C.E. 24953 SHEET I of I FrrY 24953
SLEET t °F I R•cJ=• 24953 SHEET I °F I R•c,E• 24953
SLEET 1 OF t RCE 24953 SHEET I IE t CHECKED DRAWING N0.
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SEE SHEET L-12 FOR PLANTING DETAILS E NOTES.
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PLANTING LEGEND XERISCAPE ASSESSMENT SYSTEM SUMMARY
(TOTAL POINTS REFERENCE
SYMBOL BOTANICAL NAME COMMON NAME SIZE T�SOTYY REMARKS
CLAIMED (SHEET u/REF.u)
I. LANDSCAPE (POINT VALUE)
• T-1 BRACNYC"TON POPULNEUS BOTTLE TREE 15 GAL 18 M%*25' O.C., PLANT 2'-6"
MIN. FROM HARDSCAPE * I WATER CONSERVING PLANTS. (20) 20
o T-2 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. 18 MAK20' O.C., PLANT 2'-6" 2. TURF LIMITED TO 25% (45% RESIDENTIAL.) (20) 20 CITY
MIN. FROM HARDSCAPE * 3. PLANTS GROUPED BY WATERING NEED. (10) 10 DESCRIPTION OF REVISION DATE APPROVED:
+ T-3 LAGEPSTROEMIA INDICA CRAPE MYRTLE 15 GAL 5 MMINO FROM HARDSC0" �k 4. HARDSCAPE (NON-IRRIGATED) SURFACES. (10) IO c
'WATERMELON RED' 5. PERMEABLE PAVING. (5) -- CITY OF RANCHO C U C A M O N G A
% ARtSTocRArT AC«SToCvc*,T 6. LOW-WATER TURF VARIETIES. (5) 5
Q T-4 PYRUS CALLERYANA 'B8F294 see PEAR 15 GAL 42 11411020' O.C., PLANT I'-O"
L� MIN. FROM HARDSCAPE 7. MULCH PROVIDED IN NON-GROUNDCOVER AREAS. (5) -' DAY CREEK BLVD . ST R E ETS CA P E
d T-5 PHOENIX DACTYLIFERA DATE PALM ?e HT. 6 >-11W20' O.C., PLANT 2'-0" 8• SOIL AMENDMENTS. (5) 5 TRACTS 15871 - 1 8c 15871 - 2
BROWN TRUNK MIN. FROM HARDSCAPE
Off
' ' TREE & GROUNDCOVER PLANTING PLAN
_ — _ _ f T-6 WASHINGTONIA ROBUSTA MEXICAN FAN PALM 15' HT. 41 MIN.25' O.C., PLANT 2'-0" TOTAL POINTS CLAIMED: 70
BROWN TRUNK MIN. FROM HARDSCAPE
DAY CREEK BOULEVARD (MINIMUM POINTS REQUIRED: (60) APPROVED BY DATE: u�
T-7 GINKGO BILOBA 'FAIRMOUNT' MAIDENHAIR TREE 15 GAL. O M1�.35' O.C., PLANT 2'-6'
MIN. FROM HARDSCAPE CITY ENGINEER RCE NO 24953
SEE SHEET L-2 FOR CONSTRUCTION PLAN DESIGN bA
RECOMMENDED a
SEE SHEET L-5 FOR IRRIGATION PLAN5 GAL 69 15' O.C. REMOVE FROM y ON
SEE SHEET L-10 FOR SHRUB PLANTING PLAN V-I PARTHENOCISSUS TRICUSPiDATA BOSTON IVY STAKE, TRAIN TO WALL PTB o
✓ to
DRAWN DESIGN GROUP, INC. SHEE1
ANCA To _ _
SHEET INDEX KEY MAP M� o15T �� �
PRoV�OED F-417-
� INFoR Tt�Nal, ON
PTB PUNNING AND LANDSCAPE ARCHMCTURF. L-8 OF V
Fvmoosf-g or4�Y. 0 10 20 CHECKED ,so, � s.n,. �.RR.»� G DRAWING NO. to
NTS
LR !v7 11
1 7-L. 0
— Ln
PROJECT SHT. NO. ✓✓ OF
r
F� XISCAPE ASSESSMENT SYSTEM SUMMARY
Cj POINTS REFERENCE a
O/� J CLAIMED (SHEET u/REF.u) '
�• I. LANDSCAPE (POINT VALUE) —
�� I. WATER CONSERVING PLANTS. (20) 20 DAY CREEK BOULEVARD
2. TURF LIMITED TO 25% (45% RESIDENTIAL.) (20) 20
3. PLANTS GROUPED BY WATERING NEED. (10) to SEE SHEET L-3 FOR CONSTRUCTION PLAN
4. HARDSCAPE (NON-IRRIGATED) SURFACES. (10) 10
5. PERMEABLE PAVING. (5) -- SEE SHEET L-6 FOR IRRIGATION PLAN
.
SEE SHEET L-11 FOR SHRUB PLANTING PLAN
titi �o,�w 6. LOW-WATER TURF VARIETIES. (5) 5
� 7. MULCH PROVIDED IN NON-GROUNDCOVER AREAS. (5) --
8. SOIL AMENDMENTS. (5) 5 SHEET INDEX KEY MAP
NTS
.......... TOTAL POINTS CLAIMED: 70
(MINIMUM POINTS REQUIRED: (60)
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DAY CQEEIK BOULEVARD
SEE SHEET L-12 FOR PLANTING DETAILS E NOTES.
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PLANTING LEGEND J
(TOTAL
THIS SHEET) s Q
SYMBOL BOTANICAL NAME CQMMON NAME SIZE OTY REMARKS f ��
� 18 F F C 1 �E�
RK T-1 BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL 9 Mt425' O.C., PLANT 7-6-
T-2
FROM NARDSCAPE * Q �D �
�M
_ o T-2 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. 7 tAIR-20' O.C., PLANT 2'-6"
MIN. FROM NARDSCAPE �k DESCRIPTION OF REVISION DATE APPCITf
ROVED:
+ T-3 LAGEPSTROEMIA INDICA CRAPE MYRTLE 15 GAL 5 M14-20' 0.C., PLANT 1--0-
'CC) WATERMELON WATERMELON RED' MIN. FROM NARDSCAPE * CITY OF RANCHO C U C A M ® N G A
J ' 'AKISTOCAAr' r&M%SToutaT' d
(j� + T-4 PY12US CALLERYANA �(2�3"�' 9R�rB�€'9 PEAR 15 GAL 15 M420' O.C., PLANT r-O'
W > MIN. FROM NARDSCAPE '* `-
W + o X DAY CREEK BLVD. STREETSCAPE
T-5 PHOENIX DACTYLIFERA DATE PALM BROWN TRUNK O IN. FROM NARDSCAPE �k TRACTS 15871
15871 - 2
HT iN•2 ., PLANT 2' O"
M
LU W T-6 WAS-INGTONIA ROBUSTA MEXICAN FAN PALM 15' T. 12 .25' O.C., PLANT 2'-O"
W REE XG R O U N D C O L R PLANTING P U- N
w WN TRUNK
MIN. FROM NARDSCAPE *1
W
T-7 GNKGO BILOBA 'FAIRMOUNT' MAIDENHAP TREE 15 GAL. 6 MIA-35' O.C., PLANT 2'-6' APPROVED BY — DATE: U
CITY ENGINEER LC�.� RCE N 24953
IjJ {`� W MIN. FROM NARDSCAPE d
Z I Z DESIGN v RECOMMENDED ON
U ' U - V-1 PARTNENOCISSUS TRICUSPIDATA B5 GAL 56 15' O.C. REMOVE FROM __ 0
BOSTON IVY STAKE, TRAIN TO WALL _ PTB �
�- I- Lo
DRAWN RJM SHEET ONr
Q Q MiN. 015To.NCETa I-IA DESIGN GROUP, INC.
i RovtOSO FOK INFoRr4.-cl I PTB L-9-OF 14 0
' ��RPoSES ONI-Y. PLANNING AND uNDSCAPE ARCRITECTURE
11541 G•,NO CAPtTt4M0 LN NAM CAPI!„1„Mn.C CAS �
0 10 20 40 CHECKED DRAWING N0.
I /_
LR 1(e77- L O
J
PROJECT SHT. NO. OF
i
NOTE:
CONTRACTOR TO ADJUST NEW PLANT MATERIAL AS NECESSARY
TO BLEND WITH EXISTING PLANTING AND FILL IN THE PLANTING AREA.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY PLANT
MATERIAL DAMAGED DURING CONSTRUCTION WITH LIKE SPECIES.
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DAY CQEEK BO LEVAPD
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= 25 16 126 10 71 20 14 274 27 23 7 18 32 12 20 10 126 7 16 1
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1 DAY CQEEK BOULEVAPD
I
1
PLANTING LEGEND (TOTAL SEE SHEET L— 12 FOQ PLANTING NOTES.
THIS SHEET)
SYMBOL BOTANICAL NAME COMMON NAME SIZE OTY REMARKS SOIL SAMPLE LOCATION, T Y P.
O S-1 ABELIA GRANDIFLORA EDWARD GOUCHE12 ABELIA 5 GAL. 112 4' 0.C.
'EDWARD GOUCHER"
® S-2 HEMEROCALLIS HYBRID 'RED' DAYLLY I GAL. 591 2' O.C.
OS-3 JIJMPE2US SABINA 'BUFFALO' ,JUNIPER 5 GAL. 90 6' O.C.
S-4 LANTANA MONTEVIDENSIS 'W"TE' LANTANA I GAL. 228 4' O.C.
�,NDSCApF
O S-5 LEPTOSPERMUM SCOPARIUM NEW ZEALAND TEA TREE 5 GAL. 72 6' O.C. ��o L I� '4��y DESCRIPTION OF REVISION DATE CITY
'RUBY GLOW' �� APPROVED:
S-6 MYOPORUM PARVIFOLIUM MYOPORUM I GAL. 50 8' O.C.
'PUTAH CREEK' CITY OF RANCHO C U C A M 0 N G A
J ufe IV
Q / S-7 NANDWA DOMESTICA 'NANA' COMPACT HEAVENLY BAMBOO 5 GAL. 453 2' O.C. e wt
e o��� DAY CREEK BLVD . STREETSCAPE
S-8 PELARGONIUM PELTATUM 'RED' IVY GERANIUM I GAL. 43 30' O.C. �F
TRACTS 15871 - 1 �C 15871 — 2
Lf� S-9 PENNISETUM SETACEUM 'RUBRUM' RED FOUNTAIN GRASS 5 GAL. 13 3' O.C.
;..,.. -,— ` •.�.... ♦• •,•, 7 ,. •' ..s_- - "✓F'Y 'v�.. Z J ��::. ;� - SHRUB PLANTING PLAN
�>J _ _ _ _ _ _ _ _ _ _ _ _ w _ _ _ _ —- ' — T O S-10 PHORMILJM TENAX 'MAORI MAIDEN HYBRID FLAX 5 GAL. 77 4' O.C.
I DAY CREEK BOULEVARD
SA RAPMOLEPIS INDICA 'CLARA' INDIA HAWTHORN 5 GAL. 128 5' O.C. APPROVED B YDATE
�j CITY ENGINEER RCE NO 24953
SEE SHEET L-2 FOR CONSTRUCTION P LAN S-12 RAPT-IOL EPIS INDICA 'PINKIE' INDIA HAWTHORN 5 GAL O 4' O.C.
SEE SHEET L-5 FOR IRRIGATION PLAN ® DESIGN RECOMMENDED r-
0\
SEE SHEET L-8 FOR TREE PLANTING PLAN S-13 ROSMAPM-6 OFFICINALIS DWARF ROSEMARY 5 GAL. O 6' 0.C. PTB Q o
i ( DRAWN RJM SHEEI r`
DESIGN GROUP, INC. 14 O
SHEET INDEX KEY MAP + + + + s-14 TRACK�ELOSPERMUvi JASMINOIDES STAR JASMINE I GAL. 470 2' O.C. 1 PTB PLANNING AND LANDSCAPE ARCATTECTw.. L— 1 0 of
?4Z(
OIO �O 40 IISYI UYIIM f.PRI11AXp ]U:RIUI UYI�Tt.Nf.U pDl1l6
NTS CHECKED DRAWING N0. v
LR 107-L 0
I J
PROJECT SHT. NO. 7 OF
TO �s
\ + /r0 5 - - - - - - - - J
DAY CREEK BOULEVARD
+ - O
+
SEE SHEET L-6 FOR IRRIGATION PLA
+ 24 SEE SHEET L-3 FOR CONSTRUCTION PLAN
titi o + S-14 '
SEE SHEET L-9 FOR TREE PLANTING PLAN
+
SHEET INDEX KEY MAP
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1 DAY CREEK BOULEVARD E�Ats't'lnl4 omumv
Govt -Co E 6%ER OF 6MVeAE7F.
U' SEE SHEET L-12 FOR PLANTING NOTES.
20
SOIL SAMPLE LOCATION, TYP.
PLANTING LEGEND (Tara..
22 TWIS SHEET)
S-4 SYMBOL BOTANICAL NAME COMMON NAME SIZE OTT REMARKS
l'cep=-10 O S-1 ABELIA GRANDIFLORA EDWARD GOUCHER ABELIA 5 GAL. 40 4' O.C.
'EDWARD GOUCHER'
C ® S-2 HEMEROCALLIS HYBRID 'RED' DAYLILY I GAL. 176 7 O.C.
I
OS-3 JUMPERUS SABINA •BUFFALO' JUMPER 5 GAL. 29 6' O.C.
9 EZt,-3j & S-4 LANTANA MONTEVIDENSIS 'WHITE• LANTANA I GAL. 109 4' O.C.
KQ O S-5 LEPTOSPERMUM SCOPARIl�v1 NEW ZEALAND TEA TREE 5 GAL. 41 6' O.C.
Q 'RUBY GLOW'
S-9 \,0\1O S-6 MYOP012L" PA12VIFOLIUM MYOPORUM I GAL. 15 8' O.C.
PUTAP CREEK' 1
- _- - -
N,ANOSCAP£
20 24
7 S-7 NANDINA DOMESTICA 'NANA' COMPACT 1-EAVENLY BAMBOO 5 GAL. 295 2' O.C.
S-11 �, �y� Ll
IFq��y DESCRIPTION OF REVISION DATE
Q0
CIT
S-5 Q
1 S_q APPROVED:
J 1 S-8 PELARGONIUM PELTATUM 'RED' IVY GERANIUM I GAL. 13 Q30' O.C. L' U,
_ 1 W J s 1 20, CITY OF RANCHO CUCAMONGA
W i 50 -_ > (D S-9 PENNISETUM SETACEUM 'Ru�zuM' RED FOUNTAIN GRASS 5 GAL. ( [- 3' O.C. Q f
W s-7 _-- D O
z I ° ° M O S-10 PHORMIUM TENAX 'MAORI MAIDEN HYBRID FLAX 5 GAL. 55 4' O.C. DAY CREEK BLVD . STREETSCAPE
SII RAP4OLEPIS INDICA CLARA INDIA HAWTHORN 5 GAL 84 5' 0.C.
_-- + + W - , ` TRACTS 15871 - 1 15871 — 2
WI 13 + + + + + + + + + + + >I
__ _ + + + + + + + + + + + �W
--- + + + + + + + + + + +
. . . . .+ + + + + + + SHRUB PLANTING PLAN
W 1 -- - - W S-13 ROSMARINUS OFFICINALIS DWARF ROSEMARY 5 GAL. 15 6' O.C. F
Z �" -_-_- z 4 APPROVED BY DATE: o�
1 - J S t a
J =_-_- _ + + + + S-14 TRACHELOSPERMUM JASMAVOIDES STAR JASMINE I GAL. 201 2 o.c. CITY ENGINEER RCE 2 49 5 3
U1• 1 () DESIGN RECOMMENDED
F- 6 129 40 O
PTB Lo
QS-9 S-14 S-7 1 DRAWN RJM SHEET
' I DESIGN GROUP, INC. L- 11 14 0
0 10 20 40 PTB PLANNING AND LANDSCAPE ARCHITECTURE OF
DAY CREEK BOULEVARD n,.. , G -
CHECKED DRAWING NO.
LR � �P71_ L.. Oto
PROJECT SHT. NO. OF
NNOTES:
PLANTING NOTES:
1. REMOVE NURSERY STAKES
2. STAKES TO BE PLUMB AND
w E U ^ ) PARALLEL 1. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM.
l 1. STAKE TREE PERPENDICULAR
1 TO PREVAILING WIND. 2. ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRIGATION.
S U r v N 3. REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, MULCHING,
l U 4' OF COMPACTED WOOD CHIP
Ul AS LOW �v r ( MULCH. AND OTHER ADDITIONAL PLANTING INFORMATION.
*AS POOSSSIIBBLEKON�OTIRUNK TO v TOP OF STAKES BELOW HEAD w E CURB &GUTTER, SIDEWALK. FINISH GRADE 4. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY.
ALLBUT FOR ,LO FLS TO OF THE�. OF TREE WHERE SPECIES GROWTH
5. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY.
BUT NOT 50 LOW AS TO LOSE SUPPORT NAST PERMITS. v S
OR ALLOW THE NERD TO DROP. AWN TRUNK
'_0
TOP TIE TO BE PLACED AS
.� T1G►tTLr r BERM TO FORM , CONCH 7I6 POSSIBLE ON T1 12' 6. CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO
DEPRESSED WATERING °As"' tea+ F COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES.
TOP OF RoorsALL TO EXTEND 2' v ED 24' MART ATTACH WITH E BUT TOP OF STAKES BELOW
ABOVE FINISH GRADE TOP OF ROOTBALL TO �� 4'WOOD CHIP MULCH- GALVANIZED SCREWS TO 3' NOT SO LOW AS TO LOSE HEAD OF TREE WHERE
ORIGINAL GRADE .� LODGE POLES. SUPPORT OR SOW SPECIES GROWTH K40T PERMITS. 7. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND
NATIVE BACKFILL WITH NO ROCKS FINISH GRADE ;XW-EXTEND 12' M XRAUIM THE HEA° TO DROP.--�� AWN TRUNK BACKFILL REQUIREMENTS.
GREATER THAN 3' DIAMETER. 2-DIA. LODGE POLE PNRE STAKES MA SETS OF CINCH TIES SPACED 24'
TOP OF ROOTBALL TO EXTEND f WITH WOOD PRESERVATIVE SINN, AWMT, ATTACH WITH GALVANIZED r1 8, LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN
3' BERM TIGHTLY COMPACTED RR _ - - - -
PLACE TO FORM WATERING RAISIN. 2' ABOVE FR115M GRADE DISTURBEMIN.
'SO4L AOF ND INTO
_UN- SCREWS T° 8' LODGE POLES. - - III III III-=1 1=i I I I 1-1 1=1 I 1=1 I IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT CITY AND
ORIGNAL OR" Sr"I`Es OUTSIDE R°°TauL 12" WITH WOOD PPRESODGE ERVATTIVE STAIFINE NKES, 1 I I_I -I I =1 I--III-III-III I I 1=1 I =I I TO THE CITY WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS.
_ 3' BERM TIGHTLY COMPACTED DRIVE A MINIMUM OF 6' INTO
IN PLACE To FORM WATERING UNDISTURBED SOIL AND POSITION 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS
BASIN. LOCATED OUTSIDE OF STAKES OUTSIDE ROOT BALL. SHOVEL CUT EDGE COMPACTED
I I III=1I I I PLANT PIT. ARBOR GUARD IN NRF AREAS MID NATIVE SOIL SHOULD INCLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF
ROOT BALLIII=1 �I ROOT BALL _ FRONT YARDS. QUALITY AS DETERMINED BY THE CITY. MATERIAL FOUND UNSUITABLE FOR THE
1 TOP OF ROOTBALL TO EXTEND 2' DESIGN OR SPECIFICATION INTENT WILL BE REJECTED.
ABOVE FINISH GRADE.
-I I
PLANT PITTO 8E (2) TIMES THE _ -
PLPIT To BE (2)TIES THE MTW WITH TIGHTLY COMPACTED 3' BERM TO FORM
- I I vRDTH of THE ROOT BW_ _ - 1 -I WIDTH OF THE ROOT ALL.. NO ROCKS GRFJTER I WATERING BASIN FOR RESIDENTIAL AM 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS
Trial 3' DWAETER GROUND COVER INSTALLATIONS. LOCATE OR PLANT DISEASES. PRE-SELECTED OR 'TAGGED' MATERIAL MUST BE INSPECTED BY THE
-I I I 1 _)I -I I I-1 I I - - ROOT BALL -I OUTSIDE OF PLANT PIT. BERMS IN TURF
PUNT PIT To BE a) � �n(n AREAS To E. REMOVED PRIOR To crtr NOTES: CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S
TRIES THE WIDTH ')�l�(�11 ACCEPTANCE.� 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS.
NATIVE BACKFILL WITH THE ROOT BALI- // SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
L • 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS MID BLEND 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL
DIAMETER.
ROCKS GR hWR NO I- I - UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE
DMMETLRR. I _ -- -I - - INTO EDGES AT GROUND COVER AREAS.
uNasruRBEO - - =I 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES.
UNOtSR1RBE0 NATIVE UNDISTLIRSIED NATIVE SOW II I _ - i I I I I I I I I 4. PUCE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT.
SOW_
ROOT BALL 9ACRLF><L W�TTR 12. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN
NOTES: "mm. NATIVE1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE ANGLF MATTED ROMB1'LOOSENING ALL ROOTS AT EDGE .. I T ROCKS GREATER THAN 3' OM. IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT
OF ROOT BALL DO NOT CRACK ROOT BALL OF ROOT BALL. DO NOT CRACK ROOT BALL. NOTES a MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY
W. REMOVE NURSERY STAKES fi - BROUGHT TO THE ATTENTION OF THE CITY AND LANDSCAPE ARCHITECT. THE CONTRACTOR
2. WI
STAKES TO BE KUM13 ARD PAruLLEL- - NATIVE SDK UNDISTURBED b SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO
3. STAKE TREE PERPENDICULAR TO PREVAILING ND. - - - n GIVE SUCH NOTIFICATION.
fTWICE ROOT BALL WIDTH o
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALDPORNIA a AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS.
CITY OF RANCHO CUCAMONGA, CALIFORNIA Cl't'Y OF RANCHO CUCAMONGA, CAIdFORNL _ -- - _ _ b CITY OF RANCHO CUCAMONGA, CALIFORNIA
, APPROVED BY.
DOUBLE STAKED TREE - -
,D APPROVED BY, STANDARD PLAN n APPROVED BYE - STANOMD PLAN �•APPROVED BY' STANOMD PLAN STµ0M0 PNµ STANDARD PLAN 14. CONTRACTOR TO RECEIVE SITE GRADED TO +0.10. CONTRACTOR SHALL.. OBTAIN LETTER
�APPROVED HYD
CONTAINER PLANTING ON SLOPE 507 CONTAINER PLANTING 506 DOUBLE STAKED TREE ON SLOPE 505 CITY _ 5 GAL - 24" BOX 502 MULCH INSTALLATION 509 OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION.
W CITY ENGINEER DATE USE WITH STANDARD SPECWXATOONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WRN STANDARD lPECMGATONS FOIL PUBLIC WORKS OONSTRtKT10N CITY ENGJ/EER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SWEET 1 i R�E�ENGINEER 4953 DATE USE WITH STANDARD SPECOTCATONS FOR PUBLIC WORKS CONSTRUCTION SWEET t 1 5 CITY ENGINEER PATE USE WITH STANDARD SPEpFK:AT10Ns FOR PUBLIC WORKS CONSTRUCTION RCL 24953 T 1 ff t RCL. 24853 wccT t Is t R.cE 24953 PCE. 24853 sNEET t OF 1 15. PLANT MATERIAL QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND
SPECIFIED SPACING SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT
MATERIAL QUANTITIES PER PLAN.
16. CONTRACTOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS - 2% MINIMUM
ALLOWED.
17. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR
SHALL HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION
THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714)558-8333 FOR SOIL
FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS.
TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2)
24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND
IL a BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION
ONE HALF OF SPACING AND BACKFILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON DIRECTION
LIMIT OF PLANTER AREA
REQUIREMENT A. � I1r FROM THE CITY. SUBMIT SOIL REPORT TO CITY PRIOR TO PLANTING.
���
FROND PETIOLE LEGEND I 18. GROUND COVERS AND SHRUBS SHALL BE TRIANGULARLY SPACED, UNLESS OTHERWISE
T• TRLW-WE PER PLANT LEGEND INDICATED.
I 2. AI7EI0®SAID BAC*mI PER ATKM 19. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON-
& PVC CAP-BLACK.REMOVABLE FOR OSSS?VATION SITE EXCAVATIONS. 'SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION.
4. "1 GRAM � SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY
56 (41 DIA.PVC PIPE a INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESULTS SHALL BE SUBMITTED
OI NATIVE SOL AND APPROVED PRIOR TO SOIL IMPLEMENTATION.
7. FILTER FABRIC, AT BOTTOM OF PLANT
2 PIT v�T>-+A RTIC MA,P QO 20. ALL LANDSCAPED AREAS (EXCLUDING TURF) SHALL BE MULCHED WITH A 4" DEEP LAYER
Lr a 4'DAA PVC PERFORATED PPE OF 'WOOD CHIPMULCH' AT THE CONCLUSION OF PLANTING OPERATIONS. WOOD CHIP MULCH
-EQUAL 4 GRADE AND SLOPE FI DRAINAGE 4 G/ `N
9 GR A�G�1-3/4 t + . • AVAILABLE FROM: 1996611 W. 16TH ST.
1 �� UPLAND, CALIFORNIA (909) 982-6713
p` PALM rtooreou AK SIZE Pest PALM TQM
21. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR
°! GROUND COVER SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN
+t:'- 5 I L PVC END CAP " . I ONE-HALF THE SPECIFIED ON-CENTER SPACING.
NOTE: I: a SLOPE TO DRAM MN a
1. ALL SHRUBS AND GROUND COVER TO PLANTED AT EQUAL ° :. III I _ 1 22. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION,
SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON -_ " c `� • "'
PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. �' D Bi;^ �W�� `• "r UPON PROVIDING SUPPORT PER DETAIL.
2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR
M7
LAR LIMITATIONS, ALL SHRUBS AND GROUND COVER
LL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ILII
FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS.
3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES IG �i - Ilk �I (' „ I
4 -G 5-G r<o -o G o a g..,p
OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE
LEGEND ARE ESTIMATES ONLY. 8 -'�� •, `, 'f
9 PAv c PtJ(* "AI CIA, �� •
CITY OF RANCHO CUCAMONGA, CALWORNIA SECTION A-A `��g NZ,'`
I APPROVED BY,
SHRUB AND GROUND COVER STMDMD PLAN
PALM PLANTING SCALE: 1/8" '-0"
_ SPACING 508 - `
S CITY ENGINEER DATE USE WITH STANDARD SPEpTICATgNS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF I
RCE 24953
1r. ► a
I
X se3T144
ITRAI
,�� w ,,,,`• SECTION E-E
SCALE: 1/8"=1'-0"`
nA �
�pNDSCAP£ DESCRIPTION OF REVISION DATE CITY
• � ` •. � ' �• ��p ��� Licfy�q��y APPROVED:
• • • • = e
CITY OF RANCHO CUCAMONGA
JA N -�
v..
°° DAY CREEK BLVD . STREETSCAPE
rt VI Max MAX ,� - of A\-,F° TRACTS 15871 - 1 & 15871 - 2
71 1 151 Lsto %ji S, o,� III,�,_o„ g -o . _ PLANTING DETAILS AND NOTES
OF ir P- Go��i-�. Pl.�►�mNc,, A, e. wa- ' P•�+• 4 WAW-1 PLEA A�� ?,A .dw eo8�1.� Pa. VAN Y- PA.
APPROVED BY - DATE:
SECTION B-B SECTION C-C, SECTION D-D CITY ENGINEER RCE
" I w DESIGN i RECOMMENDED
SCALE: 1/8"=V-0" SCALE: 1/8 =-1 -0 SCALE: 1/8"=l'-O" PTB
DRAWN RJM SHEET
PTB DESIGN GROUP, INC.
PI'AI IC AND IANDDCAPTS ABC17TI"Tim L- 1 2 OF 1 4 p/^.
15W :"?W CAPLt o SAA NAM CAPI..I '.. CA •&*15 1
CHECKED DRAWING NO.
LR 6 -L-
PROJECT SHEET NO. OF
IRRIGATION SPECIFICATIONS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope of Work: Provide all labor, materials, transportation, 4. The Contractor shall dimension from two (2) permanent
and services necessary to furnish and install the Irrigation points of reference, such as building comers, sidewalk GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: 3. A 117 volt duplex box shalt be provided with an On/Off 2. A fine granular material backfill will be initially
System as shown on the Drawings and described herein. edges, road intersections, etc., the location of the switch, and a 117 volt receptacle. Metal conduit shall placed on all lines. No foreign matter larger than one-
following items: We hereby guarantee that the irrigation system we have furnished 1. Backflow prevention unit shall be of size and type run from the 117 volt supply to the controller housing. half (1/2) inch in size will be permitted in the initial
B. Standards: All work and materials shall comply with governing a. Connection to existing water lines. and installed is free from defects in materials and workmanship, indicated on the irrigation drawings. Install backflow All power within the housing shall be properly phased. backfill.
codes, safety orders, standards, and regulations, and meet the b. Connection to existing electrical power. and the work has been completed in accordance with the Drawings and prevention units in accordance with the Drawings.
minimum requirements of the Standard Specifications For Public c. Gate valves. Specifications, ordinary wear and tear, unusual abuse, or neglect 4. A terminal strip shall be provided, clearly indicating 3. Flooding of trenches will be permitted only with approval
Works Construction (Green Book) latest edition. d. Routing of sprinkler pressure lines (dimension max. excepted. We agree to repair or replace any defects in material or 2. Wye strainers at backflow prevention units shall have a the proper points of connection of all appropriate wiring of the City of Rancho Cucamonga.
100' along routing). workmanship which may develop during the period of one year from bronzed screwed boy with 60 mesh monel screen and shall (station valves, master valve, common, central control).
1.02 QUALITY ASSURANCE do REQUIREMENTS e. Sprinkler control valves. date of acceptance and also to repair or replace any damage be similar to Bailey #100B or approved equal.
f. Routing of control wiring and locations of all splice resulting from the repairing or replacing of such defects at no Q. Miscellaneous Irrigation Equipment: 4. If settlement occurs and subsequent adjustments in pipe,
A. Permits and Fees: The Contractor shall obtain and pay for any boxes. additional costs to the City. We shall make such repairs or 3. All pressure main fine piping between the point of valves, sprinkler heads, lawn, planting, or other
and all permits and all observations as required. g. Quick coupling valves. replacements within a reasonable time, as determined by the City, connection and the backflow preventer shall be installed 1. Refer to the Irrigation Plans for sizes and types of construction are necessary, the Contractor shall make all
h. Stub-outs for future connections. after receipt of written notice. In the event of our failure to as required by local code. The Contractor shall verify miscellaneous irrigation equipment. required adjustments without cost to the City.
B. Manufacturer's Directions: Manufacturer's directions and i. Other related equipment as directed by the City of make such repairs or replacements within a reasonable time after with the local governing body as to material type and
detailed drawings shall be followed in all cases where the Rancho Cucamonga. receipt of written notice from the City, we authorize the City to installation procedures prior to start of construction. 2. All miscellaneous irrigation equipment shall be as C. Trenching and Backfill Under Paving:
manufacturers of articles used in this Contract furnish proceed to have said repairs or replacements made at our expense Submit shop drawing for approval. specified or approved equal.
directions covering points not shown in the Drawings and 5. On or before the date of the final field observation, the and we will pay the costs and charges therefore upon demand. 1. Trenches located under areas where paving, asphaltic
Specifications. Contractor shall deliver the corrected and completed I. Check Valves: concrete, or concrete will be installed, shall be
sepias to the City of Rancho Cucamonga. Delivery of PROJECT: TRACTS 15871 - & 15871-2 DAY CREEK BOULEVARD PART 3 - EXECUTION backfilled with sand (a layer four (4) inches below the
C. Ordinances and Regulations: All local, municipal and state the sepias will not relieve the Contractor of the STREETSCAPE 1. Swing check valves 2". and smaller shall be 200 pound pipe and six (6) inches above the pipe) and compacted in
lows, and rules and regulations governing or relating to any responsibility of furnishing required information that 3.01 OBSERVATION OF SITE CONDITIONS
portion of this work are hereby incorporated into and made a may be omitted from the prints. DAY CREEK BOULEVARD BETWEEN VICTORIA PARK LANE W.O.G. bronze construction with replaceable composition, layers to 95% compaction, using manual ll mechanical
P Y P Y P � LOCATION: neoprene, or rubber disc and shall meet or exceed Federal tamping devices. Trenches for piping shall be compacted
part of these Specifications, and their provisions shall be do FUTURE STREET, RANCHO CUCAMONGA, CALIFORNIA Specification WW-V--51D, Class A, Type IV. A. All scaled dimensions are approximate. The Contractor shall to equal the compaction of the existing adjacent
carried out by the Contractor. Anything contained in these C. Controller Charts: check and verify all size dimensions and receive approval from undisturbed soil and shall be left in a firm unyielding
Specifications shall not be construed to conflict with any of SIGNED: 2. Anti-drain valves shall be of heavy duty virgin PVC the City of Rancho Cucamonga prior to proceeding with work condition. All trenches shall be left flush with the
the above rules, regulations, or requirements of the some. 1. As-buifts drawings shall be approved by the City ofunder this Section.
However, when these Specifications and Drawings call for or Rancho Cucamonga before controller charts are prepared. construction with F.I.P. thread inlet and outlet. adjoining grade. The Contractor shall set in place, cap
Internal parts shall be stainless steel and neoprene. and pressure test all piping under paving prior to the
describe materials, workmanship, or construction of a better ADDRESSED: Anti-drain valve shall be field adjustable against B. Exercise extreme care in excavating and working near existing paving work.
quality, higher standard, or larger size than is required by 2. Provide one controller chart for each controller drowout from 5 to 40 feet of head. Anti-drain valve utilities. The Contractor shall be responsible for damages to
the above rules and regulations, the provisions of these sequence. shall be similar to the Valcon "ADV" ora roved equal. utilities which are caused by his operations or neglect. 2. General) pipingunder existing walks is done b
PP q Y• 9 Y
Specifications and Drawings shall take precedence.. PHONE: DATE OF ACCEPTANCE: Check existing utilities drawings for existing utility jacking, boring, or hydraulic driving, but where any
3. The chart shall show the area controlled by the automatic J. Control Wiring: locations. cutting or breaking of sidewalks and/or concrete is
D. Explanation of Drawings: controller and shall be the maximum size which the necessary, it shall be done and replaced by the
controller door will allow. PART 2 - PRODUCTS 1. Except as noted otherwise, connections between the C. Coordinate installation of sprinkler materials including pipe, Contractor as a part of the Contract cost. Permission to
automatic controllers and the electric control valves so there shall be no interference with utilities or other cut or break sidewalks and/or concrete shall be obtained
1. Due to the Scale of the Drawings, it is not possible to 4. The chart is to be a reduced drawing of the actual 2.01 MATERIALS shall be made with direct burial copper wire AWG-U.F. 600 construction or difficulty in planting trees, shrubs, and from the City of Rancho Cucamonga. No hydraulic driving
indicate all offsets, fitting, sleeves, etc., which may installed system. However, in the event the controller volt. Control wiring installed in control wire conduit ground covers. will be permitted under concrete paving.
be required. The Contractor shall carefully investigate sequence is not legible when the drawing is reduced, it A. General: Use only new materials of brands and types noted on within structure shall be made with AWG-TW solid copper
the structural and finished conditions affecting all of shall be enlarged to a size that will be readable when drawings, specified herein, or approved equals. wire. Pilot wires shall be a different color wire for D. The Contractor shall carefully check all grades to satisfy 3. Refer to City Standard 120 "Trench Repair" when within
his work and plan his work accordingly, furnished such reduced. each automatic controller. Common wires shall be white himself that he may safely proceed before starting work on the City streets susceptible to traffic loads.
fittings, etc., as may be required to meet such B. PVC Pressure Main Line Pipe and Fittings: with a different color stripe for each automatic irrigation system.
conditions. Drawings are generally diagrammatic and 5. The chart shall be a black line or blueline ozalid print controller. Install in accordance with valve D. Assemblies:
indicative of the work to be installed. The work shall and a different color shall be used to indicate the area 1. Pressure main line piping for sizes 2" and larger shall manufacturer's specifications and wire chart. In no case 3.02 PREPARATION
be installed in such a manner as to avoid conflicts of coverage for each station. be PVC Class 315. shall wire size be less than #14. 1. Routing of sprinkler irrigation lines as indicated on the
between the irrigation system, planting and architectural A. Physical layout: Drawings is diagrammatic. Install lines (and various
features. 6. When completed and approved, the chart shall be 2. Class 315 pipe shall be made from an NSF approved Type 1, 2. Wiring shall occupy the some trench and shall be assemblies) in such a manner as to conform with the
hermetically sealed between two pieces of plastic, each Gardel, PVC compound conforming to ASTM resin installed along the some route as pressure supply or 1. Prior to installation, the Contractor shall size stake details in the Drawings.
2. All work called for on the Drawings by notes or details piece being a minimum 20 mils. specification D1784. All pope must meet requirements as lateral lines wherever possible. out all pressure supply lines, routing and location of
such be furnished and installed whether or not set forth in Federal Specification PS-22-70, with an sprinkler heads. 2. Install NO multiple assemblies in plastic lines. Provide
specifically mentioned in the specifications. 7. These charts shall be completed and approved prior to the appropriate standard dimension (S.D.R.) (Solvent-weld 3. Where more than one (1) wire is placed in a trench, the each assembly with its own outlet.
final field observation of the irrigation system. Pipe). wiring shall be taped together at intervals of fifteen 2. All layout shall be approved by the City of Rancho
3. The Contractor shall not willfully install the irrigation (15) feet. Cucamonga prior to installation. 3. Install all assemblies specified herein in accordance
system as shown on the Drawings when it is obvious in the D. Operation and Maintenance Manuals: 3. Pressure main line piping for sizes 1-1/2" and smaller with respective detail. In absence of detail drawings or
field that obstructions, grade differences, or shall be PVC Schedule 40 with solvent welded joints. 4. An expansion curl shall be provided within three (3) feet B. Water Supply. Specifications pertaining to specific items required to
discrepancies in area dimensions exist that might not 1. Prepare and deliver to the City of Rancho Cucamonga of each wire connection. Expansion curl shall be of complete work, perform such work in accordance with best
have been considered in engineering. Such obstructions within ten calendar days prior to completion of 4. Schedule 40 pipe shall be made from NSF approved Type 1, sufficient length at each splice connection at each 1. The irrigation system shall be connected to water supply standard practice with prior approval of Cit of Rancho
P�P PP YP 9 P P P PP Y
or differences should be brought to the attention of the construction, two hard-cover, three ring binders Grade 1 PVC compound conforming to ASTM resin electric control valve, so that in case of repair, the point(s) of connection as indicated on the Drawings. Cucamonga.
City of Rancho Cucamonga. In the event this notification containing the following information: specification D1785. All pipe must meet requirements as valve bonnet may be brought to the surface without
is not performed, the Contractor shall assume full set forth in Federal Specification PS-21-70. disconnecting the control wires. Control wires shall be 2. Connections shall be made at the approximate location(s) 4. PVC pipe and fittings shall be thoroughly cleaned of
responsibility for any revision necessary. a. Index sheet which states Contractor's name, address, laid loosely in trench without stress or stretching wire shown on the Drawings. The Contractor is responsible for dirt, dust, and moisture before installation.
and telephone number, and which lists each 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF conductors. minor changes caused by actual site conditions. Installation and solvent welding methods shall be as
1.03 SUBMITTALS installed equipment and material item including approved conforming to ASTM test procedure D2466. recommended by the pipe and fitting manufacturer.
names and addresses of manufactures localC. Electrical Supply.
5. All splices shall be made with Scotch-Lok #3576 Connector
A. Material list: representatives. 6. Solvent cement and primer for PVC solvent-weld pipe abd Sealing Packs, Rainbird Snap-Tile wire connectors., or
b. Catalog and parts sheets on every material and fittings shall be of type and installation methods approved equal. Make only one splice with each connector 1. Electrical connections for any and all automatic 5. On PVC to metal connections, the Contractor shall work
1. The Contractor shall furnish the articles, equipment, equipment item installed under this Contract. prescribed by the manufacturer. sealing pack. controllers shall be made to electrical point(s) of the metal connections first. Teflon tape or approved
materials, or processes specified by name in the Drawings connection as indicated on the Drawings. equal, shall be used on all threaded PVC to PVC, and on
and Specifications. No substitution will be allowed C. Guarantee statement. 7. All PVC pipe must bear the following markings: 6. Field splices between the automatic controller and all threaded PVC to metal joints. Light wrench pressure
without prior written approval by the City of Rancho d. Complete operating and maintenance instructions on electric control valves will not be allowed without prior 2. Connections shaft be made at the approximate location(s) is all that is required. Where threaded PVC connections
Cucamonga. all major equipment. a. Manufacturer's name approval of the City of Rancho Cucamonga. shown on the Drawings. The Contractor is responsible for are required, use threaded PVC adapters into which the
b. Nominal pipe size minor changes cause by actual site conditions. pipe may be solvent welded.
2. Complete material list shall be submitted prior to 2. In addition to the above mentioned maintenance manuals, C. Schedule or class K. Automatic Controller:
performing any work. Material list shall include the provide the City's maintenance personnel with d. Pressure rating in P.S.I. 3.03 INSTALLATION E. Line Clearance:
manufacturer, model number, and description of all instructions for major equipment and show evidence in e. NSF (National Sanitation Foundation) approval 1. Automatic controller(s) shall be of size and type shown
materials and equipment to be used. Although writing to the City of Rancho Cucamonga at the conclusion f. Date of extrusion on the Drawings. A. Trenching: 1. All lines shall have a minimum clearance of six (6)
manufacturer and other information may be different, the of the project that this service has been rendered. inches from each other and twelve (12) inches from lines
following is a guide to proper submittal format: 8. All fittings shall bear the manufacturer's name or 2. Final location of automatic controller(s) shall be 1. Dig trenches straight and support pipe continuously on of other trades, with the exception of the control wire
E. Equipment to be Furnished: trademark, material designation, size, applicable I.P.S. approved by the City of Rancho Cucamonga. bottom of trench. Lay pipe to an even grade. Trenching sleeve(s) which shall be installed adjacent to pressure
Item No. Description Manufacturer Model No. schedule and NSF seal of approval. excavation shall follow layout indicated on the Drawings supply line. Parallel lines shall not be installed
1. Supply as a part of this contract the following tools: and as noted.
3. Unless otherwise noted on the Drawings, the 120 volt directly over one another.
1 Backflow Preventer Febco 825Y electrical power to each automatic controller location is
a. Two (2) sets of special tools required for removing, C. PVC Non-Pressure Lateral Line Piping: 2. Provide for a minimum of twenty-four 24 inches cover
to be furnished by others. The final electrical hook-up Y- ( ) F. Automatic Controller Assembly.
2 Automatic Controller Calsense ETI-DTR2 disassembling and adjusting each type of sprinkler shall be the responsibility of the Contractor. for all irrigation lines installed under paving or
and valve supplied on this project. 1. Non-pressure buried lateral line piping shall be PVC hardscoping.
Schedule 40 with solvent-weld ants when installed in Install as per manufacturers instructions. Remote control
3 Master Valve Cloyval 136ACSKC-24V b. Two (2) four-foot valve keys for operation of gate joints L. Electric Control Valves: valves shall be connected to controller in numerical sequence
planting areas. q
valves. P g 3. Provide for a minimum of twenty-four (24) inches cover as shown on the Drawings.
4 Etc. Etc. Etc. C. Two (2) keys for each automatic controller. 1. All electric control valves shall be the same size and for all pressure supply lines of three (3) inches or
d. One (1) quick coupler key and matching hose swivel 2. Non-pressure lateral line piping installed under paved larger in diameter.
for every five (5) or fraction thereof of each type
areas shall be PVC Schedule 40 with solvent welded type shown on the Drawings. g G. High Voltage Wiring for Automatic Controller:
Irrigation submittal must be specific and complete. All of quick coupling valve installed. joints. 4. Provide for a minimum of eighteen 18 inches cover for
2. All electric control valves shall have a manual flow g ( ) 1. 120 volt power connection to the automatic controller
items must by listed and should include solvent, primer, adjustment. all pressure supply lines of two and one half (2%") shall be provided by the Contractor.
wire, connectors, valve, boxes, etc. No copies of 2. The above mentioned equipment shall be turned over to the inches or smaller
manufacturer's literature (catalog cuts) are required as City at the conclusion of the project. Before final 3. Pipe shall be made from NSF approved, Type I, Grade 11 3. Provide and install one control valve box for each 2. All electrical work shall conform to local codes,
submittal information. observation can occur, evidence that the Cit has PVC compound conforming to ASTM resin specification 5. Provide for a minimum of twelve 12 inches for all non-D1784. All pipe must meet requirements set forth in electric control valve. ( ) ordinances, and union authorities having jurisdiction.
received material must be shown to the City of Rancho P P q pressure lines.
3. The Contractor may submit substitutions for equipment and Cucamonga. Federal Specification PS-22-70 with on appropriate M. Control Valve Boxes: H. Remote Control Valves:
materials listed on the Drawings by following procedures standard dimension ratio. 6. Provide for a minimum cover of eighteen (18) inches for
as outlined in Section 1.05 of the Irrigation 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 1. Use 10" x 10-3/4" round box for all gate valves. Carson all control wiring. 1. Install where shown on the Draws. Where grouped
Specifications. 4. Except as noted in paragraphs 1, 2, and 3 of this section
P Industries #910-12B with green bolt-down cover or together, allow at least twelve (12 inches between
A. Handlingof PVC pipe and fittings: The Contractor is (2.016), all requirements for non-pressure lateral line 7. Refer to Cit Standard 120 "Trench Repair" when within
P P 9 approved equal. Extension sleeve shall be PVC with y P adjacent valve boxes. Install each remote control valve
4. Equipment or materials installed or furnished without cautioned to exercise care in handling, loading, unloading, pipe and fittings shall be the some as for solvent-weld Cit streets susceptible to traffic loads.
g' apressure main line pipe and fittings as set forth in minimum size of six (6) inches. y P in a separate valve box.
prior approval of the City of Rancho Cucamonga may be and storing PVC pipe and fittings. All PVC pipe shall be
rejected and the Contractor may be required to remove transported in a vehicle which allows the len h of pipe to section 2.01B of the Specifications. B. Backfillin
1e Y q P 9't P P 2. Use 9-1/2" x 16" x 11" rectangular box for all electric g= I. Flushing of System:
such materials from the site at his own expense. lie flat so as not to subject it to under bending or a control valves. Carson Industries # 1419-12B with green
concentrated external load at any point. Any section of pipe D. Brass Pipe and Fittings: bolt-down cover or approved equal. 1. The trenches shall not be backfilled until all required 1. After all new sprinkler pipe lines and risers are in
that has been dented or damaged will be discarded, and if tests ore performed. Trenches shall be carefully place and connected, all necessary diversion work has
5. Approval of an item, alternative or substitute indicates installed, shall be replaced with new piping. 1. Where indicated on the Drawings, use red brass screwed backfilled with the excavated materials approved for
PP Y P P P g' pipe conforming to Federal Specification #WW-P-351. 3. Use 6" diameter x 8-3/4" deep round plastic valve box for PP been completed, and prior to installation of sprinkler
only that the product or products apparently meet the all quick coupling valves. Carson Industries # 608-12 backfilling, consisting of earth, loam, sandy clay, sand, heads, the control valves shall be opened and full head
requirements of the Drawings and Specifications on the 1.05 SUBSTITUTIONS with green flex-lock cover or approved equal. or other approved materials, free from large clods of of water used to flush out the system.
basis of the information or samples submitted. 2. Fittings shall be red brass conforming to Federal earth or stones. Backfill shall be mechanically
Specification WW-P-460.
A. If the Contractor wishes to substitute any equipment or P # compacted in landscaped areas to a dry density equal to 2. Sprinkler heads shall be installed only after flushing of
6. Manufacturer's warranties shall not relieve the materials for the equipment or materials listed on the 4. Use 9-1/2" x 16" x 11" rectangular box for all electric adjacent undisturbed soil in planting areas. Backfill the system has been accomplished to the complete
Contractor of his liability under the guarantee. Such Drawings and Specifications, he may do so by providing the E. Copper Pipe and Fittings: control valves installed within on-grade landscaped will conform to adjacent grades without dips, sunken satisfaction of the city of Rancho Cucamonga.
warranties shall only supplement the guarantee. following information to the City of Rancho Cucamonga for areas. Carson Industries # 1419-128 with green bolt-down areas, humps or other surface irregularities.
approval: 1. Pipe: Type K, hard tempered. cover or approved equal.
B. RECORD DRAWINGS:
1. Provide a statement indicatingthe reason for making the 2. Fittings: wrought copper, solder joint type.
9 5. Use 10" x 10-1/4" round box for all quick coupling valves
1. The Contractor shall provide and keep up-to-date a substitution. Use a separate sheet of paper for each installed within on-structure landscaped areas. Carson
complete record set of blueline ozolid prints which shall item to be submitted. 3. Joints shall be soldered with silver solder, 45% silver, Industries No. 910-12B with green bolt-down cover or
be corrected daily, g every showing change from the 15% copper, 16% zinc, 24% cadmium, solidus at 1125' F,original Drawings and Specifications and the exact 2. Provide descriptive catalog literature, performance and liquidus at 1145' F. approved equal.
installed locations, sizes, and kinds of equipment. charts and flow charts for each item to be substituted. N. Sprinkler Heads:
Prints for this purpose may be obtained from the City of F. Valves:
Rancho Cucamonga at cost. This set of drawings shall be 3. Provide the amount of cost savings if the substituted 1. All sprinkler heads shall be of the some size, type, and �NOSCAPF
kept on the site and shall be used only as a record set. item is approved. 1. Ball Valves (1-1/2" and smaller)
P Y PP deliver the some rate of precipitation with the diameter p �,tp1i LICE�9,pc
2. The Contractor shall make neat and legible notations on B. The Cit of Rancho Cucamonga shall have the sole (or radius) of throw, pressure, and discharge as shown on C> 4-
2.
"� y
a. Ball valves shall be a 125 Ib SWP bronze valve with 2 2
9 Y 9 the Drawings and/or specified in these special ,, _A CITY
the record drawing progress sheets doll as the work
responsibility in accepting or rejecting on submittal item as screw-in bonnet, nonrising stem, and solid wedge disc. r" DESCRIPTION OF REVISION DATE
g P g y P y P g 1 g y Ball valves shall have threaded ends and shall be equipped provisions. _ n APPROVED:
proceeds, showing the work as actually installed. For an approved equal to the equipment and materials listed on theJ ^, --1
example, should o piece of equipment be installed in a Drawings and Specifications. with a stainless steel handle.
P P9 P 2. Spray heads shall have a screw adjustment. 2 , CITY O F RANCHO C U C A M O N G A
location that does not match the plan, the Contractor b. Ball valves shall be similar to those manufactured ot,
b Nibco or roved equal.must indicate that equipment hos been relocated in a 1.06 GUARANTEE y PP q 3. Riser units shall be fabricated in accordance with the
C. All Ball valves shall be installed per detail. l
graphic manner so as to match the original symbols as details shown on the drawings. fF �� OQ`
\E
indicated in the irrigation legend. The relocated A. The guarantee for the irrigation system shall be made in 2. Resilient Wedge Gate Valve (2" and larger) F A` DAY CREEK BLVD . STREETSCAPE
equipment and dimensions will then be transferred to the accordance with the attached form. The General Conditions and 4. Riser nipples for all sprinkler heads shall be the some
original record drawing plan at the proper time. Supplementary Conditions of these Specifications shall be size as the riser opening in the sprinkler body.
filed with the City prior to acceptance of the irrigation a. Resilient Wedge Gate valves shall be epoxy coated cast iron and equipped with a 2" operating nut. �p
3. Before the date of the final observation, the Contractor system. TRACTS 15871 - 1 VC, 15871 - 2
5. All sprinkler heads of the some type shall be the same
b. Resilient Wedge Gate valves shall be No. 403 RT-RW
shall transfer all information from the "record drawing" manufacturer.
prints to a sepia mylar or similar mylar material. B. A copy of the Guarantee form shall be included in the as supplied by Watts or approved equal. SPECIFICATIONS
Arrangements shall be made through the city for operations and maintenance manual. C. All Resilient Wedge Gate valves shall be installed 0. Sleeving: e
obtaining said sepia mylar or similar mylar material. per detail.
All work shall be in waterproof India ink and applied to C. The guarantee form shall be re-typed onto the Contractor's G. Quick Coupling Valves: 1. Sleeving under hardscape or paved areas for mainline,
the mylor by a technical pen made expressly for use on letterhead and shall contain the following information: lateral lines or control wiring shall be Schedule 40
myior material. Such pen shall be similar to those P.V.C. or roved equal. APPROVED BY: DATE: O
manufactured b Ra ido ra h, Kueffel & Esser, or Faber 1. Quick coupling valves shall have a brass, two-piece body PP q
Y P 9 P designed for working pressure of 150 P.S.I. CITY ENGINEER RCE No. 24953
Castell. The dimensions shall be made as to be easily P. Vandal Resistant Controller Enclosure: v
readable even on the final controller chart (see Section 2. Quick coupling valve shall be operable with a quick DESIGNED BY: RECOMMENDED: a
Q. The original mylar "record drawing" plan shall be coupler key. Key size and type shall be as shown on the 1. Controller enclosure shall be of size and type shown on RJM V)
submitted to the City of Rancho Cucamonga for approval
Drawings. 9 9 9
the Irri ation Drawings and Irri ation Detail sheet. Ao�
a'
prior to the completion of the controller chart. 0
DRAWN BY: RJM SHEET LO
2. A backboard shall be secured to the controller enclosure
housing to provide a base for mounting the automatic RJM DESIGN GROUP, INC. L-13 of 14 r-
sprinkler controller and terminal strip. PLANNING AND LANDSCAPE ARCHITECTURE
91591 CURNO CAPSM NO SAN JUAN CAPLTMANO BU75 O
CHECKED BY: DRAWING No. j
LP2r
LP
PROJECT SHT. NO qZ) OF
IRRIGATION SPECIFICATIONS (continued) PLANTING SPECIFICATIONS6.06 Selective Herbicides:
Native, On-Site Soil with rock no greater than 3" in diameter
Gro Power Plus, 5-3-1 ® 15 lbs/cy 4.03 Soil Amendments: Selective pre-emergent herbicides compatible with seed mixtures (as
J. Sprinkler Heads: C. No site observations will commence without "As-Built" record PART 1 - GENERAL Iron Sulfate ® 2 lbs/cy
Soil amendments shall be as recommended in the Agronomic soils recommended by the Pest Control Advisor
drawings. The contractor shall not call for a site visit
1. Install the sprinkler heads as designated on the without "As-Built" record drawings, without completing
Drawin iwithout preparingthe s 1.01 Scope of Work: (To be used for bidding purposes only, verify with Agronomic report
Drawings. Sprinkler heads to be installed in this work previously noted corrections, or wousystem 6.07 Weed Eradication:
g pContractor shall provide all materials, labor and equipment Soils Test.) 4.04 Trees Stakes:
shall be equivalent in all respects to those itemized. for said visit. incidental to and necessary for completing all work, ps indicated If the opinion of the Pest Control Advisor, perennial grasses
on the drawings, as reasonably implied, or as delineated in the After backfilling, construct a 3" earthen berm to form watering Tree stakes shall be lodge pole pine tree stakes. See tree staking and weeds existing in the planting areas will require control prior
Specifications as follows. basin around each plant, to allow thorough water-in and to removal, spray these areas per Pest Control Advisor's
2. Spacing of heads shall not exceed the maximum indicated CONCRETE SPECIFICATIONS establishment. detail on plans for further information. recommendations.
on the Drawings. In no case shall the spacing exceed the 1.02 Standards:
maximum recommended by the manufacturer. PART 5 - GROUND COVER AND BEDDING PLANTS
ART 1 GENERAL All work and materials shall comply with governing codes, safety Prior to installation of turf and ground cover, remove water basins A. Prior to the installation of the irrigation system remove and
from around trees and shrubs. Berms in turf areas to be removed clear all weeds and deleterious materials from planting areas.
3.04 TEMPORARY REPAIRS 1.0 Scope orders, standards, and regulations, and meet the minimum
prior to City acceptance. 5.01 Scope of Work:
1.01 Perform all concrete work as indicated and specified. requirements of the Standard Specifications For Public Works Allow herbicide to kill all weeds. Rake or hoe off all dead
The City reserves the right to make temporary repairs as necessary 1.02 The Conditions of the Contract and the General Specifications are a Construction (Green Book) latest edition. PART 3 - SOIL PREPARATION AND FINISH GRADING Provide all materials and equipment and perform all work necessary for and incidental to installing all ground cover and bedding weeds to a depth of 1" - 2" below the surface of the soil.
to keep the sprinkler system equipment in operating condition. The part of this Section.
1.03 Quality Assurance: 3.01 Scope of Work: plants, as shown on plans, as reasonably implied, or delineated in Physically remove all weeds from the site.
exercise of this right by the City shall not relieve the Contractor 2.0 GENERAL CONDITIONS
of his responsibilities under the terms of the guarantee as herein 2.01 All SCALED dimensions are approximate. Check and verify all site the specifications.
specified. dimensions and receive City's approval prior to proceeding with work A. All Contractors performing Site Development work, must be A. Provide all materials and equipment, and perform all work PART 7 - LANDSCAPE MAINTENANCE
under this Section. licensed in accordance with the laws of the State of necessary for and incidental to the soil preparation and 5.02 Bedding Plants: 7.01 Scope of Work:
3.05 EXISTING TREES 2.02 Coordinate installation of all concrete work to avoid interference with California. finish grading of all planting and lawn areas as shown on
other construction. Perennials and Annuals: Provide healthy container grown plants
plans, as reasonably implied, or as delineated in the Provide all materials, labor and equipment necessary for, or
Where it is necessary to excavate adjacent to existing trees, the 2.03 Keep the premises clean and free of excess equipment, materials B. Contractor shall provide the Landscape Architect and the City specifications. from a recognized nursery, and of the species and variety shown on incidental to, performing all maintenance requirements as
Contractor shall use all possible care to avoid injury to trees and and debris incidental to work. with a list of Subcontractors and Material Suppliers expected plans. reasonably implied or as delineated in the specifications
tree roots. Excavation in areas where two (2) inch and larger 2.04 Protect work and work of others at all times in performance of work. to be employed during the course of construction. B. Furnishing, placement and grading, of topsoil for backfilling including, but not limited to the following:
roots occur shall be done by hand. All roots two (2) inches and 2.05 QUALITY ASSURANCE: C. Contractor shall obtain and keep in force Public Liability and of planters if required.
5.03 Ground Cover: Maintain all plants and planted areas.
larger in diameter, except directly in the path of pipe or conduit,
A. Perform work in accordance with ACI 301. Property Damage Insurance, during entire course of the
Cleaning and finish grading of planters areas and planting Keep planted areas free of weeds and debris.
shall be tunneled under and shall be heavily wrapped with burlap to B. Obtain materials from some source throughout. Construction Contract. The amount of insurance shall be C.
prevent scarring or excessive drying. Where a ditching machine is C. Contractor or subcontractor for this portion of work shall have determined by City. areas. Ground Cover: Provide ground cover of the species shown plans. Prune trees and shrubs.
Ground cover shall be established and well rooted in flats orr
run close to trees having roots smaller than two (2) inches in successfully completed a minimum of 5 similar concrete pavement Fertilized all plants and planted areas.
ro ects completed in the state of California dating back 3 ars similar containers. Irrigation.
diameter, the wall of the trench adjacent to the tree shall be hand P � P g � D. Prior to start of site development work, the Contractor shall 3.02 Topsoil: 9
trimmed, makingclean cuts through. Roots one 1 inch and larger or Zs. Insecticide spraying.
9 ( ) 9 notify the Landscape Architect and City to give starting and
in diameter shall be painted with two coats of Tree Seal, or equal. completion dates. Contractor shall also supply the Landscape A. Existing spesite soils listed as 'acceptable under 'Site 5.04 Mulch:
Trenches adjacent to tree should be closed within twenty-four (24) 2.06 SUBMITTALS: Architect and Cit with the name and telephone number of the Grading specification. 7.02 Fertilizers:
hours; and where this is not possible, the side of the trench Submit product data in accordance with the General Requirements. y P Mulch: Shall be of compacted wood chip fiber.
p P person in charge of the work.
adjacent to the tree shall be kept shaded with burlap or canvas. A. Submit data on joint filler, admixtures and curing compounds. B. Topsoil imported al 5.05 Coordination:site for use as fill, backfill in planters A. Commercial fertilizers with Plus, and 12-8-8 Gro-Power er Controlled Release Nitrogen, as
analysis of 5-3-1-Gro-Power
B. Submit proposed mix design to testing laboratory for review prior 1.04 Responsibilities and Coordination: and mounding, shall be sandy textured. Silt plus clay content
3.06 FIELD QUALITY CONTROL to commencement x work. of this soil shall be no greater than 15% by weight. The designated herein, or approved substitute as required by the
C. Submit manufacturer's instructions for specified products. A. Permits: The Contractor shall obtain and pay for all permits boron content of this soil shall be no greater than 1 part per A. Do not have plants delivered to the job site until site Agronomic soils report. Available from Gro Power (909) 393-
conditions are ready for planting. If planting is delayed,
A. Adjustment of the System: and inspections required by governing authorities for the work million as measured on the saturation extract. The sodium keep plant roots moist and lace in a sheltered location 3744.
3.0 MATERIALS to be performed. absorption ratio (SAR) shall not exceed 3.0 millimohos per P P P
1. The Contractor shall flush and adjust all sprinkler heads centimeter at 25 C. In order to ensure conformance, samples protected from the sun, wind and other damaging elements.
'm m performance and to revert overs ra onto 3.01 GENERAL: Provide materials of best quality obtainable, which comply B. Ammonium Sulfate: Granular form containing not less than 21%
for opts u pe P P y strict) with Provide
s and specifications.ofe B. Existing Conditions: The Contractor shall verify all of the imported soil shall be submitted to an agronomic soils nitrogen and 24% sulfur and shall be registered as an
walks, roadways, and buildings as much as possible. Y gtesting laboratory, approved b the project Landscape B. Soil preparation and fine grading shall be completed and trees agricultural miner, with the State Deportment of Agriculture
g p conditions and dimensions shown on the pions at the site prior 9 Y• PP Y P )e P and shrubs installed prior to bedding plants and ground cover g
3.02 PORTLAND CEMENT: ASTM: C-150, Normal Type 11, gray color, from a to commencement of any work under this contract. The Architect for analysis prior to use. Result of testing to be in compliance with Article 2 - "Fertilizer Materials, Section
2. If it is determined that adjustments in the irrigation single source throughout the work. planting.
Contractor shall verify the location and depth of all delivered to City for approval. Soil test to include analysis P 9• 1030 of the Agricultural Code.
equipment will provide proper and more adequate coverage, 3.03 FINE AGGREGATE: Washed, natural sand of hard, strong particles, prior to start of workand recommendations.
the Contractor shall make such adjustments prior to containing not more than 1% of deleterious material. Fineness modules underground utilities pr .
planting. Adjustments may also include changes in nozzle 1.85 to 3.15. C. Temporary Utilities: The Contractor shall apply for and pay 3.03 Soil Amendments:
sizes and degrees of arc as required. 3.04 COARSE AGGREGATE: Clean washed grovel or sound crushed rock,
containing not more than 5% flat, thin, elongated or laminated material all cost incurred for all temporary utilities such as water, 5.06 Installation: 7.03 General:
not more than 1% deleterious substances, 3/8" maximum size, graded electrical power and gas as required by him for the All soil amendments shall o as specified in the Agronomic
3. Lowering raised sprinkler heads by the Contractor shall from No. 100 sieve to 3/8". construction of the project. Temporary services shall be Suitability/Fertility soils report furnished by the Contractor Plant ground cover and bedding plants in moist soil and space as Maintenance shall start immediately after landscape irrigation and
be accomplished within ten (10) days after notification 3.05 CONCRET>;� MIX: Concrete mix, shall be 2500 s.i. minimum at 28 days, coordinated with the City and other contractors on the job indicated on plans. planting.
by the City. slump: 4 - 6"; cement content: 5.5 socks�u yd.; air entrainment: site. 3.04 Soil Preparation: Each plant shall be planted with its proportionate amount of soil Maintain all plants and planted areas on a continuous basis as they
2 to 4 percent.
4. All sprinkler heads shall be set perpendicular to 3.06 TRANSIT MIX CONCRETE: All concrete shall be transit-mix type, D. Survey, Reference Points, and Elevations: The Contractor is All work on irrigation system shall be complete and inspected for thhaso ast soil
minimize root disturbance. Soil moisture shall be such are installed during the progress of the work, and continue to
finished grades unless otherwise designated on the conforming to ASTM C-94. responsible for establishing all surveys, reference points and recommended approval and, fine grading completed, prior to tl does not crumble when removing plants from container. maintain them until final acceptance of total project. Replace any
Drawings. 3.07 REINFORCING STEEL: ASTM C-165, Grade 40, deformed. elevations required by him, and shown on plans for proper rototilling and prior to soil amendment work. dead or dying plants as directed by the Landscape Architect and
3.08 WATER: Clean domestic source free from excessive amounts of acids, execution of site construction. Regrade planter areas after planting, to restore smooth finish City representative.
5. Rain Bird EFB-CP valves will be set per manufacturers After rough grades have been established, prepare all lawn and 5.07 grade�4 nd to insure proper surface drainage. A 4" layer of mulch
specification ird Eso that each lateral operates at design alkalis, salts, or organic materials. XiiCf� f�fl Full be spread over the entire planter area after rade
P 9 COLORING ADMIXTURE: Coloringpigments for ready-mix concrete: E. Traffic: The Contractor is responsible for all temporary planting areas by tilling or cross ripping to a depth of 12". All P P 9 A. Irrigation: Operate irrigation system on ed established
pressure. 3'0 P g traffic barriers and detours required by him for the rock and debris more than 2" in diameter shall be removed from the ( established. Watering shall begin immediately after mulching. program to maintain all plants and planted areas in a healthy
A. Chromix Admixture for Color Conditioned Concrete by L.M. Scofield. Co. construction of the project. All temporary traffic barriers site, except for areas that ore to be sodded, in which all rock (Grading shall accommodate the mulch) condition. Irrigation system run-off shall su kept to a
B. Testing of Irrigation System: B. Admixtures: Only oir-entraining admixture permitted. and detours shall conform to all conditions required by the and debris more than 1" in diameter shall be removed. minimum. Damage to irrigation system resulting from
PROCEDURES City or governing authorities. maintenance and equipment and/or maintenance personnel, shall
4.0 INSTALLATION
1. The Contractor shall request the presence of the City of Apply , spread, and rototil in all soil amendments as recommended be restored to its original condition at no cost to the City.
Rancho Cucamonga in writing at least 48 hours in advance 4.01 GENERAL: Perform all work in accordance with the best standard1.05 Defective and Unauthorized Work: to a depth of 6". Water area thoroughly after rototilling is Erect temporary fencing or barriers to protect planted areas from Failure of any part of the irrigation system shall be brought
of testing. practice. Do not willfully install work when there is an apparent conflict. complete. Incorporate evenly into the top 4" to 6" the following damage prior to final acceptance. to the attention of the City. No repairs other than emergency
4.02 PREPARATION: All work which is determined by inspection to be defective in its for each 1,000 square feet of planting area: repairs shall be accomplished without written permission from
2. Test all pressure lines under hydrostatic pressure of 150 A. SUBGRADE: Compact subgrade to a hard, firm unyielding surface, construction or deficient in any of the requirements of the plans the City.
pounds per square inch and prove watertight. smooth, and true to line and grade; test for required compaction prior and specifications, shall be remedied or removed, and replaced by 4 cubic yards of Gro-Power
Redwood q Fir shaving or equal. PART 6 - WEED ABATEMENT
to placing concrete. Conduct under the direct observation of the the Contractor at his own expense in a manner acceptable to the 200 lbs. of Gro-Power or approved equal. B. Weed Control: Keep o11 planted areas free of weeds and
6.01 Scope of Work: debris by cultivating areas at intervals not to exceed 10
Note: Testing of pressure main lines shall occur soils engineer and secure certification prior to proceeding with concrete Landscape Architect and City.
prior to installation of the electric control pour. The above soil conditioning are minimal qualities only and should calendar days.
valves. B. REINFORCING STEEL: Before placing, thoroughly clean reinforcing be used only for bidding purpose, because soil conditions may Provide all material, equipment, and labor necessary to perform all
of loose mill scale, rust, oil, or other coating that might destroy or 1.06 Inspections: change drastically from the time these specifications were work as indicated on plans, as reasonably implied, and as
The Contractor may elect to remove such concentrations of
3. All piping under paved areas shall be tested under reduce bond. Positions as indicated. Secure steel against displacement. developed to the time the actual soil conditioning take place. delineated in the specifications.
hydrostatic pressure of 150 pounds per square inch and Use concrete blocks to hold reinforcement in proper position. Therefore, the Contractor shall obtain his own soils analysis at a
The Contractor shall arrange for inspections by notifying the weeds manually or by on approved herbicide program.
proven watertight prior to paving. C. EMBEDDED ITEMS: Set any inserts accurately and secure against rate of one per every 25,000 square feet of planted area. These 6.02 Quality Assurance:
Landscape Architect, City and governing authorities, 24 hours prior soil tests shall be conducted by an approved Agronomic soils C. Pest Control: Spray all plants and planted areas at beginning
displacement. to time of inspection, unless otherwise noted. Inspections shall
4. Sustain pressure in lines for not less than six (6) testing laboratory opproved by the project Landscape Architect and
D. FORMWORK: Stake rigidly at appropriate intervals and secure be as listed below, but not necessarily in this order. Only the of maintenance program and as may become necessary thereafter
hours. If leaks develop, replace joints and repeat test City. Copies of the soil test to be provided during the Pre- A. The Applicator of all weed control materials shall be licensed planted
an approved method of pest control, . keep all plants and
until entire system is proven watertight. against displacement. Install stretched wires or other devices to avoid inspection pertaining to the project scope of work will apply. construction job conference. by the State of California as a Pest Control Operator and a planted areas free of insects and disease. Method shall be
displacements. Formwork shall not deviate more than 1/8" from Pest Control Advisor in addition to any subcontractor licenses reviewed by the City prior to any applications. Pest Control
5. All hydrostatic tests shall be made only in the presence requir d positions and levels after concrete pour. Wet forms to tighten Rough Grading.
Drain Lines and Catch Basins.
of the General Contractor and the City of Rancho 3.05 Finish Grading: that ore required. shall include Gopher control.
s
e covera
pressure,lin
i
(
ti
i
rrgaons man e p , gdo y 4.03 PLACING CONCRETE: Place concrete within 60 minutes after mixing. Irrigations operations After rototilling operations are complete, grade areas to establish B. All materials and methods must conform to Federal, State, and D. Pruning: Prune all plants as designated and directed y
Cucamonga. No pipe shall be backfilled until it has been
observed, tested, and approved in writing. Consolidate by vibrating and/or tamping. test). finish rales for planting. All flow lines shall be maintained and
Soil Preparation and Finish Grading. g P g' Local Regulations. Landscape Architect, at start of maintenance program an
4.04 FINISHING AND CURING: Plant Material (delivery & placement). proper tolerances shall be met after settlement at the end of the continue to prune plants as directed or as may become
6. Furnish necessary force pump and all other test project maintenance period. 6.03 Submittal: necessary until the end of the maintenance program.
A. Contractor shall provide 4' x4' sample on-site pour of each finish Substantial Completion Inspection (at completion of landscape
equipment. specified for review and approval b Cit prior to production. Sample p pp y y p p P improvements) - 7 Days. Finish grading shall leave surface of the round uniform) smooth Remove trash week) Ede round cover to keep in bounds an
shall be available for review 36 hours prior to scheduled production 9 9 9 Y Prior to the installation of any weed control materials, the Y• 9 9 eP
7. When the irrigation system is completed, perform a P Final Inspection (after maintenance period) - 7 days. and free of abrupt rade change.
g ys p p pours and shall indicate specified finish, tooled control joints and P 9 9 Landscape Contractor shall submit to the Landscape Architect/City trim top growth as necessary to achieve and overall even
coverage test in the presence o the City er Rancho expansion joints. a list of the weed control materials and quantities per acre appearance. Exterminate gophers and moles; repair damage.
Cucamonga to determine if the water coverage for planting The contractor shall arrange a Preconstruction job conference with 3.06 Coordination: intended for use in controlling the weed types prevalent and
areas is complete and adequate. Furnish all materials B. Steel Trowel Finish: the Landscape Architect and City a minimum of seven (7) days prior
to the beginning work. expected on the site, as supplied by the Pest Control Advisor. PART 8 - ACCEPTANCE OF PROJECT
and perform all work required to correct any inadequacies 1. Coordinate as necessary to secure form construction Weed abatement work shall be coordinated with the installation of Pest Control Advisor shall furnish the Landscape Contractor and
of coverage due to deviations from the Drawings, or where using smooth, hard, uniform surfaces, with number of the irrigation system rototilling and soil amendment work, and Landscape Architect and City data to demonstrate the compatibility 8.01 General:
the system has been willfully installed as indicated on seams with a number of seams kept to a practical 1.07 Guaranties: planting. (See Weed Abatement section). of the weed control materials and methods with the intended
the Drawings when it is obviously inadequate, without minimum and in a uniform, orderly pattern.
bringing this to the attention of the City of Rancho 2. Patch tie holes and defects. A. Plant Materials: All trees, shrubs, ground cover; bedding planting and seed varieties present. Upon completion of installation, a maintenance period of a minimum o
plants and lawn shall be guaranteed from date of final PART 4 - TREES AND SHRUBS 180 days for all landscaped ureas is required prior to final acceptance
Cucamonga. This test shall be accomplished before any 3. After surface water disappears and floated surface acceptance of landscape construction for periods as follows: 6.04 Responsibility and Coordination: of the work by the City. The Commencement date for the maintenance
ground cover is planted. is sufficiently hardened, steeo trowel and re-trowel to P P P 4.01 Scope of Work: period shall commence upon written approval for all phases of planting
smooth, dense, hard finish. After concrete has set enough, installation b the Cit Public Works Inspector. Maintenance period
re-trowel to a smooth, uniforms finish freee of trowel Trees 15 al. do smaller = 1 year A. Landscape Contractor is responsible for the erection of all Y Y P
8. Upon completion of each phase of work, the entire system marks and other blemishes. Avoid excessive troweling that g y Provide all material, equipment, and labor necessary to install all signs and barriers required to prevent intrusion into the shall be adequate to verify plant characteristics and establishment.
shall be tested and adjusted to meet site requirements. produces burned areas. Shrubs All sizes = 120 days trees and shrubs as shown on plans, as reasonably implied and as treated areas and to notify the public.
Ground Cover = 120 days delineated in the specifications. A. Two inspections shall be made that affect the establishment
4. Use for headers and mowstrips. Bedding Plant = 120 days B. No material or methods shall affect the landscape planting or period: The first after all plantings have been completely
3.07 MAINTENANCE
C. Broom Finish: 4.02 Products hydroseed germination. No material or method shall render the installed in order to approve the beginning of the
be under full automatic 1. Float surface and trowel to smooth, even finish. Guarantees begin after the project acceptance by City and at A. Nomenclature - Plant names indicated on the drawings conform job site unusable for more than 10 days from date of establishment period, and the second at the end of the
A. The entire irrigation system shall
operation for o period of seven b days prior to any the end of the 180-day maintenance period. Landscape the "Standard Plant Names" established by the American Joint application. establishment period. If plantings are not acceptable at the
planting. 2. While surface is stil plastic, draw a soft fiber bristle Contractor shall replace and plant all materials which have Committee on Horticulture. Except for names covered therein, end of the 180 day period, due to defective maintenance, then
broom uniformly over surface in perpendicular direction died within the time span stated above, at no cost and within the established custom of the nursery is followed. continue establishment until all work meets with the
B. The City of Rancho Cucamonga reserves the right to waive or to traffic. 5 days from receiving written notice from the Landscape Specifications and can be approved.
shorten the operation period. 3. Use for headers, mowstrips and decorative concrete paving Architect or City. If dead material is not replaced and B. Condition - Plants shall be symmetrical, typical for variety 6.05 Non-Selective Herbicides:
as indicated on the Plans. planted within the 5 day period, City may replace dead and species, sound, healthy, vigorous, free from plant B. At termination of establishment period off plant material
material with new material and charge the Landscape Contractor disease, insect pests, or their eggs, and shall hove healthy, Non-selective contact herbicide and/or non-selective systemic shall be live, healthy, undamaged, and free of infestation.
3.08 CLEAN-UP
D. Retardant Finish: Retarded finish with 70% pea gravel aggregate for all expenses incurred. normal root systems, well-filling their container, buy not to herbicides (as recommended by the Pest Control Advisor) Inferior plantings shall be replaced and brought to a
Clean-up shall be made as each portion of work progresses. Refuse minimum and 30% sand maximum, by L.M. Scofield. Color per Plans. the point of being root bound. Plants shall not be pruned at
and excess dirt shall be removed from the site, all walks and Seed finished surface with washed and smooth, 1/4" - 3/8" river anytime, and in no case shall trees be topped. satisfactory condition before final acceptance o war will e
made. All areas shall be neatly raked and free of weeds.
paving shall be bloomed or washed down, and any damage sustained on rock. Use for decorative paving as indicated on the Plans. B. Construction Materials: The contractor shall guarantee all
the work of others shall be repaired to its original condition. E. Concrete Surface Sealer: All Concrete that has been aggregate workmanship and materials for all site development, for a C. Trees and shrubs shall be growing at a recognized nursery in
period of one year from date of final acceptance of project. accordance with good horticulture practices and shall be of
seeded shall be sealed with a clear, penetrating concrete sealer. If normal)er
3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE efflorescence or alkali-staining is evident after the concrete has cured, the size and caliper y associated with the container
lightly wash the aggre ate surface with a mold muriatic acid solution, 1.08 Material and Labor Releases: size specified on plans. Removal of all tags, labels, nursery
A. The Contractor shall operate each system in its entirety for (usually a 10:1 dilution that has been thoroughly rinsed with water and stakes and ties from all plant material prohibited until the
the City Contractor
Rancho Cucamonga at time of final observation. cleaned with diluted Lighochrome Floor Cleaner by L.M. Scofield or Upon completion of the work, the Contractor shall present to the approval of the Landscape Architect or City.
Any items deemed not acceptable by the City of Rancho approved equal. Rinse again and dry thoroughly. After concrete mix has City, signed copies of all labor and materials releases for all
Cucamonga shall be reworked to the complete satisfaction of cured at least a month, the concrete surface shall be thoroughly washed work performed under Site Development.
the City of Rancho Cucamonga. with fresh, clean water. After surface is thouroughly dried, apply one NOSCAP
coat o Aquo-Mix Penetrating Sealer, or approved equal, at the rate D. All plant material delivered u the site showing signs of LI f
of 200 square feet per gallon. Allow 24 hours before applying water to 1.09 Disposal and Clean-up: damage or disease or is insufficient in size to carry out the 4�� �A�. 'P�+
B. The Contractor shall show evidence to the City of Rancho verify if water beads. If not, apply a light second coat. Refer to intent of the planting plan will not accepted and will be Q. CITY
Cucamonga that the Cit has received all accessories, charts, Remove all waste materials (including excavated material classified replaced at Contractor's expense. �� DESCRIPTION OF REVISION DATE APPROVED:
9 Y manufacturer's specifications for complete instructions. as unacceptable soil material), trash and debris generated or
record drawings, and equipment as required before final site
observation can occur. F. Curing: Cure concrete surfaces in accordance with ACI 301. Apply encountered during the course of landscape construction, and E. Sizes of Plants - Shall be as stated on the Plan. Container .0 le N
curing compound on finished slab surfaces in accordance with legally dispose of it. During the course of the work, remove stock (1-gallon, 5-gallon, and 15-gallon) shall have been 9 e 2 e * CITY OF RANCHO C U C A M 0 N C A
3.10 SITE OBSERVATION SCHEDULE
manufacturer's instructions. surplus materials from the site and leave premises in a neat and grown in containers for at least one (1) year, but not over Q
F clean condition. Clean up and remove all remaining debris and two (2) years.
A. The Contractor shall be responsible for notifying the City of surplus materials upon completion of work, leaving the premises e
t
servation A. Maximum Variation of Surface Flatness: 1/4 inch in 10 feet. neat and clean. The site shall be cleaned upon the request of the F. Substitutions - Substitutions for indicated plant material 'l �F AL�EO
Rancho Cucamonga iadvance for the following ab �
meetings, according to the time indicated: B. Maximum Variation from True Position: 1/4 inch. inspector.
will be permitted provided the substitute materials are DAY CREEK BLVD . STREETSCAPE
1. Pre-Job Conference - 7 days 4.07 PROTECTION PART 2 - EXECUTION approved in advance by the City, and are made at no additional cost TRACTS 15871 - 1 & 15871 - 2
substitute
A. Immediately after placement, protect concrete from premature
2. Pressure supply line installation - 24 hours drying, excessive hot or cold temperatures, and mechanical injury. 2.01 Protection: tthe City. Except for authorized variations, all ute plant materials shall conform to the requirements
of these specifications.
B. Do not permit traffic over pavement for 7 days after finishing. Keep all plant material delivered to site in a healthy condition SPECIFICATIONS
3. Lateral line and sprinkler installation - 24 hours for planting. Plants shall not be allowed to dry out. Bore root G. Plants Not Approved - Plants not approved are to be removed
stock shall be separated and heeled-in, in most earth or other from site immediately and replaced with suitable plants. The
4. Automatic controller installation - 24 hours suitable material until planting. Balled and burlopped plants City reserves the right to reject entire lots of plants
shall have root ball covered with moist sawdust, wood chips or represented by defected samples. APPROVED BY: Qi�ft� DATE: _ i 53
5. Control wire installation - 24 hours other suitable material until planting.
H. Stake all trees, as per details immediately after planting to CITY ENGINEER - b�& RCE No. 249
6. Pressure supply line and lateral line testing - 48 hours 2.02 Installation: prevent wind damage. '
DESIGNED BY: RECOMMENDED:
7. Coverage test - 48 hours 41W i
Detailed layout of plants within the planting areas shall be I. Plant trees that are to be located in lawn or ground cover RJM v
performed by Contractor and approved by the Landscape Architect and areas after finish grades are first established and allow at
8. Final observation - 7 days City prior to planting. least 7 calendar days prior to installation of said lawns or DRAWN BY: RJM SHEET
ground cover to provide for thorough watering of trees. All RJM DESIGN GROUP, INC. �14 of 14
B. When observations have been coHITE
nducted other than the City of Soil excavated from planting holes shall be amended to backfill planting holes shall be excavated as defined on appropriate PLANNING AND LANDSCAPE �acSMANO vxe
Rancho Cucamonga, show evidence in writing of when and by whom around trees and shrubs using the following mixture: details. CHECKED BY: ��s9 ��.� a n."� � 92675 DRAWING No.
these observations were made.
PROJECT SHT. NO. __?_L__OF