HomeMy WebLinkAbout1770-L DEVELOPER/OWNER
Cw"I R
LANDSCAP
E ARC,. HIm"I E U AL LANS
CONCORDIA HOMES
TRACT15866 1131 WEST SIXTH STREET, SUITE 110
ONTARIO, CA. 91762
L . M . D . REVERSE FRONTAGE AREAS CONTACT: JOHN SNELL
ALONG MILLIKEN AVENUE AND VINTAGE DRIVE (909) 988-9000 x329
LANDSCAPE MAINTENANCE DISTRICT NO. _6_.
VICINITY MAP GENERAL NOTES SHEET INDEX
GENERAL NOTES:
1 THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE
PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE FOLLOWING CRITERIA:
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED
+ 2' AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS
CITY ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY MAINTAINED TURF AND ANY L-1 TITLE SHEET
SUM F 3 PRIVATE-MAINTENANCE-8'WIDE X 6" DEEP CONCRETE
� ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT HEADERS
,� " L-2 CONSTRUCTION PLAN
CITY STANDARDS AND THE CURRENT STANDARD BETWEEN CITY-MAINTAINED G.C. AND ANY —
�Oi�- r t SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. PRIVATE-MAINTENANCE-6"WIDE X 6 DEEP CONCRETE
s�. i ' lawHEADERS
n.ww, �t w I rm 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR BENEATH METAL FENCING ADJACENT TO L-3 CONSTRUCTION/PLANTING DETAILS
3+or Ar w WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC CITY-MAINTENANCE -6 WIDE X 6 DEEP CONCRETE
f LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED HEADERS L-4IRRIGATION PLAN
h� BY LAW.
no 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS
ars °� *•• K k 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK L-5 IRRIGATION DETAILS
• t, '�*^"'fir„ y �, EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND LAYOUT SHALL BE MADE IN THE FIELD, AD ADJUSTED AS
�,, ,,• �„`� � � f, - ��.... 1 UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY
" ! � , L-6 PLANTING PLAN
_ WORKING DAYS PRIOR TO CONSTRUCTION. THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
I �" ��s lnar3 r sT� ,. ,�- PRIOR TO FINAL CONSTRUCTION.
o ' ''+ �,""' r 'r" ir >, 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC
"` tN.1 - _ SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER L-7 CONSTRUCTION & IRRIGATION SPECIFICATIONS
" " AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL THE FOLLOWING CRITERIA.
+► r '�.r �? SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN —
r "" ?�" �` �" �'�� '- [AR T;. vR ON THE PLANS PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
; i .� :�. +'. �r �� L 8 PLANTING SPECIFICATIONS
7' PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN
•� IF` '
r1s ti � ., �, `+*jj�, �^ I + WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE
.nim now• .+;'` N:• �' #i` u� .� __ ... WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,
++ " r w 4Hf CITY ENGINEER AS DETERMINED BY THE CITY INSPECTOR.
"` '�;if� 8' ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND _
�. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2 WIDE ACCEPTANCE BY THE ENGINEERING DIVISION.
► .t� � r "J� a.:� 'S AMO � •�'a:xM FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL PUBLIC TREES ARE TO BE PLANTED PER PUBLIC
- RIM lust w o� n s >T"
rowc s. �+�° fi` . + Tv .. wy�•' ' n too 9 HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. IMPROVEMENT PLANS ONLY.
e' ,"' "Vrrg
moo ; �� UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
€,,.•n .�!''^ _ y ', w t�'i PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION
�_ ='36•.ya '�. +"'" ""' ,t�. Al LA
Y {{ �,' •�'` ' •*- FROM THE INSPECTOR THAT ESTABLISHMENT ISA. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911
,,; '"°�' �•A.: '.°;! >• ► 'i i :' W ` i''� '. a ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD JAMES FREI
• (TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE
.f�W � I -a '�'� ' ""`�' SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, B. GENERAL TELEPHONE (800)483-3000
..s °G 1r I<( I-4 � i� ,�.• • r a r, clue~ i• � . c
u ;,,� s, •• ,�1 ;= r r.,.5, ,1.,: >•- ,. ' * i e "raw P � FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND
. � �•V as ,� y !t WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. C. SOUTHERN CALIFORNIA GAS COMPANY (800)427 2200
MOM•» wu 1 [7 •w•�a :; > ' MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION,
W A 3 � r11� � " ' ' a t PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW D. CUCAMONGA COUNTY WATER DISTRICT (909)987-2591
I7 _, .
Till';is __ - GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE 10440 ASHFORD
y. / \ NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE RANCHO CUCAMONGA. CA 91730
,;, ,,• i1S � t ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING, AND
ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN E. METROPOLITAN WATER DISTRICT (909)593-7474
GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED
10 PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. F. COMCAST (9D9)983.9895
PROJECT SITEDUPONT ST.
N.T.S APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED (PORTION OF RED HILL) ,
PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. ONTARIO, CA 91762
11 RECOMMENDATION.
G. MARKS CABLEVISION (800)566-2757
CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE FOOTHILL BLVD. #120
DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER RANCHO CUCAMONGA,CA 91730
MAINTENANCE RESPONSIBILITY MAP 7804380525 CONSULTANTS
H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555
7951 REDWOOD AVE.
FONTANA, CA 92336
VINTAGE DRIVE _ L A N D S C A P E CIVIL ENGINEER :
LIMIT OF WORK LINE ,,,,,, , ,, DISRUPTION OF EXISTING IRRIGATION/LANDSCAPE •
ARCHITECTURE MADOLE & ASSOCIATES, INC.
SITE PLANNING 10601 CHURCH STREET, SUITE 107
THIS PROJECT IS CONNECTED TO,OR WILL DISRUPT,AN EXISTING CITY-MAINTAINED LANDSCAPED AND IRRIGATED AREA. RANCHO CUCAMONGA, CA . 91730
I "" `�- _ PRIOR TO ANY NEW CONSTRUCTION,A JOINT INSPECTION AND DOCUMENTATION OF THE CONDITION OF EXISTING AREAS (909) 948-1131
IL Ajz�a
0 14 SHALL OCCUR WITH THE CONTRACTOR,CITY INSPECTOR, AND A CITY MAINTENANCE REPRESENTATIVE. AFTER THIS MEETING, 10621 Church Street CONTACT: MARK BERTONE
I I a AND AT THE START OF THE NEW WORK,THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EXISTING
i i �� LANDSCAPE,AND SHALL MAINTAIN ALL AREAS SHARING THE SAME CONTROLLER AND/OR METER UNTIL THE MAINTENANCE Suite 106
10% LIMIT OF WORK LINE ? PERIOD FOR THE NEW CONSTRUCTION INDICATED ON THESE PLANS IS COMPLETE(AS DIRECTED BY THE CITY INSPECTOR). -- Rancho Cucamonga
Ii i A FOLLOW-UP INSPECTION OF BOTH NEW AND EXISTING AREAS IS REQUIRED PRIOR TO THE CITY'S ACCEPTANCE OF THE NEW CA 91730
0 AREA. THE EXISTING IRRIGATION SYSTEM SHALL BE ADJUSTED AS NEEDED TO ADEQUATELY WATER THE ALTERED AREAS, ' (9 0 9) 484-2800
0 AND ANY DAMAGED PLANTINGS REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. ACCESS TO THE EXISTING F a X (9 0 9) 484-2802
I, 0 EXISTING LANDSCAPE REVISED PER DRAWING #� 1066-L IRRIGATION CONTROLLER CABINET WILL NOT BE ALLOWED WITHOUT THE CONSENT OF,AND SUPERVISION BY THE CITY, THE
BOBCAT CT. CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE MAINTENANCE DEPARTMENT FOR CABINET AGCESS.CABINET
W ACCESS MAY BE PROVIDED BY CITY MAINTENANCE DEPARTAMENT BETWEEN THE HOURS OF 7 A.M. AND 3 P.M., M-TH. - Richard Krumwiede
(� w 1� l� Yti 9ple CA Lic. #2834 AZ Lic. M 29115
NN Lic. M 446
Q0 � Y
0 01
LANDSCAPE QUANTITIES
z ,S; o �CA`NIp
W , 2
Y I , J�
aj 0 23 0'
0 C) DESCRIPTION OF REVISION
0 GATE APPROVED
I� ' A. TOTAL LMD AREA: 23,534 S.F.
B. TOTAL HARDSCAPE AREA: 5,810 S.F.
CITY of RANCHO CUCAMONGA
Uwj NEW LANDSCAPE MAINTENANCE DISTRICT AREA 4' SIDEWALK AREA: 2,750 S.F. O
' 1' SIDEWALK CREDIT: 673 S.F.
�; O
0� COUGAR CT. COBBLE AREA: 2,387 S.F. /� TRACT 15866
1 ; C. TOTAL LANDSCAPE AREA: 17,724 S.F. L.M. D. REVERSE FRONTAGE AREAS
OI, 0 0.58 ACRES F--1
to
t ; D. TOTAL STREET TREES U
TITLE SHEET
CITY R/W , MILLIKEN AVENUE.
-- 0 / \ _ _ APPROVED BY . DATE �-
CINNAMOMUM CAMPHORA (CAMPHOR TREE) 16 -,►o S c A PF
\ CARANS` PINUS CANARIENSIS (CANARY ISLAND PINE) 11 �o Krumb'9C' CITY ENGINEE y1 RCE No. 24593
RnN / .a s �, DESIGN ARCHITERRA bt�SIGN GROUP D
N.T.S VINTAGE DRIVE: �' � LMUJAF LANDSCAPE ARCHITECTURE
�\ n SITE PLANNING
LAGERSTROEMIA INDICA (CRAPE MYRTLE) 2 DRAWN 10621 CHURCH STREET, STE 106 SHEET
7-31-0 RANCHO CUCAMONGA.CA 91730
ROUTE 30 OFFRAMP `*� Ain
LMUJAF (909)484-2800 FAX (909) 484-2802 L-1 OF 8
DRAWING NO.
�rF�F CA��FO/,
CHECKED
� 7/11101 1770-L
DATE RLA N0. 283
ARCHITERRA JOB NO. 0111-5 SHEET OF
2
TYP. VINTAGE DRIVE
/
00
%Z
/ Y
% O
/ 3
13 TYP. � /00 LL
000
00
REMOVE ENTIRE EXISTING SIDEWALK SOUTH OF `" T__ % ~
ELECTRICAL VAULT AND BEGIN NEW SIDEWALK / /
LIMIT OF O R K LIN
4 i iiiiiiiii iiiiiiiiiiiiii i
_jar ���� I 13 LIMIT OF WORK LINE IMPROVEMENTS O NTS TO EXISTING AREA
00 04
/ / 12 s 1 1 J THE AREA SHOWN IN GREY IS SHOWN FOR REFERENCE
/ 3 i ONLY. REFER TO VINTAGE HIGHLANDS PLAN REVISIONS
00 / s TYP. (DR #!1066-L).
00
% Q
TYP. 1 j 0 G
• 9 TYP. D CONSTRUCTION NOTES TREE PROTECTION NOTES
00
00
% 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS 1. "PROTECTED ZONE"FOR EXISTING TREES: BEFORE BEGINNING ANY DEMOLITION OR CONSTRUCTION
�
/ OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE OPERATIONS,THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND ALL EXISTING TREES WITHIN
/ BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE THE CONSTRUCTION ZONE THAT ARE TO BE SAVED. THE FENCE SHALL BE INSTALLED NO CLOSER TO THE TREE
% / ATTENTION OF THE CITY AND LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL THAN THE EDGE OF THE TREES PROTECTED ZONE(OR AS FAR AWAY FROM THE TRUNK AS PRACTICABLE). THE
RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. FENCING SHALL BE OF A MATERIAL ACEEPTABLE TO THE CITY INSPECTOR . ALL CONTRACTORS AND THEIR
CREWS SHALL NOT BE ALLOWED INSIDE THIS"PROTECTED ZONE", NOR SHALL THEY BE ALLOWED TO STORE OR
/ 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. DUMP FOREIGN MATERIALS WITHIN THIS AREA. NO WORK OF ANY KIND, INCLUDING TRENCHING,SHALL BE
/00 / W M ATC H LI N E STAKING'AA' TO EXCAVATION OF FOON OF OTINGS. AROUND
AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR ALLOWED WITHIN THE PROTECTED ZONE AROUND E CH TREE TO BES SAVED UNTIL THE EPT AS COMPLEDESCRIBED BELOW. THE FENCING TION OF CONSTRUCTION OPERATIONS. REMAIN
00
/ 0 / wwwwswwsm 3. ALL FORMS AND ALIGNMENTS OF PAVING,WALL/FENCE LAYOUT,AND SPECIAL PAVING AREAS SHALL
/ / J / 7,.e 2. TEMPORARY MULCH: TO ALLEVIATE SOIL COMPACTION IN ANTICIPATED AREAS OF HIGH CONSTRUCTION
� 00 Y � BE REVIEWED AND APPROVED BY THE CITYN PRIOR TO POURING(GIVE A MINIMUM OF 48 HOURS TRAFFIC. AND ONLY WHERE FENCING CANNOT BE SET OUTSIDE OF-THE DRIPLINE, THE CONTRACTOR SHALL
W / / Cr , 1 TYP. NOTICE). INSTALL A LAYER OF MULCH.9"THICK MINIMUM,OVER ALL EXPOSED EARTH FROM THE TREE TRUNK TO 5'
/ / 0 / / OUTSIDE OF THE DRIPLINE. THIS LAYER SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. WHEN
� 00
�� / / 4. FOR SITE GRADING,SEE CIVIL ENGINEERS GRADING PLAN. PLANTING OPERATIONS ARE COMPLETED,THE MULCH SHALL BE REDISTRIBUTED THROUGHOUT ALL PLANTING
Q � �LL 00 AREAS IN A 3"THICK"PERMANENT"MULCH LAYER.
00 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
/ 0 / / UTILITIES. PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST
� 04
}— 0 / INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES, 3. NECESSARY WORK: WHEN IT BECOMES NECESSARY TO ENTER THE'PROTECTED ZONE",SUCH AS FOR FINE
ZB O B C A T C T . / GRADING. IRRIGATION INSTALLATION,AND PLANTING OPERATIONS,THE CONTRACTOR SHALL STRICTLY ADHERE
/ / _ / 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS TO THE FOLLOWING RULES:
W 0 J 4 00
00 00,
REQUIRED. REFER TO IRRIGATION PLANS. A. EVERY EFFORT SHALL BE MADE TO PRESERVE THE EXISTING GRADE AROUND LARGE TREES IN AS WIDE
Y00
AN AREA AS POSSIBLE./ � loop B 9 TY 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS g TRENCHING WITHIN THE DRIPLINE OF EXISTING TREES SHALL BE PERFORMED BY HAND,AND WITH
/ / e / REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. EXTREME CARE NOT TO SEVER ROOTS 1-1/2'IN DIAMETER AND LARGER. WHERE ROOTS 1.112' IN
/ / /
DIAMETER AND LARGER ARE ENCOUNTERED, THE CONTRACTOR SHALL TUNNEL UNDER SAID ROOTS.
j / � 8. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB GRADE EXPOSED ROOTS THAT HAVE BEEN TUNNELED UNDER SHALL BE WRAPPED IN WET BURLAP AND KEPT
0 / 1 A AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. MOIST WHILE THE TRENCH IS OPEN.
00
/ / 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT C. WHERE ROOTS 2"IN DIAMETER OR LARGE MUST BE CUT DUE TO EXTENSIVE GRADE CHANGES,THOSE
/ / / CHANGES AND SHARP TRANSITIONS./ ROOTS MUST BE EXPOSED BY HAND DIGGING AND CUT CLEANLY. RAGGED CUTS GENERALLY DO NOT
/
/ / / HEAL PROPERLY, AND MAY LEAVE THE TREE OPEN TO PESTS AND PATHOGENS.
00 00 00
� W 0 10. ALL CURVILINEAR WALKS,CURBS. HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH D. WHERE TRENCHING NEAR TREES HAS ALREADY OCCURRED FROM PREVIOUS CONSTRUCTION
OPERATIONS.THE CONTRACTOR SHALL MAKE EVERY EFFORT TO CONFINE HIS TRENCHING
6 > 0 / � 4e6%61J� AR
CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING OPERATIONS TO THE PREVIOUSLY CREATED TRENCHES,WHILE ADHERING TO THE CONDITIONS SET
/ 00 1 00/ / C T . FORTH IN 36.
% / THAT PHASE OF WORK.
j / I p 11. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE
/ / / DESIGN ELEVATION SHALL TAKE PRECEDENCE. 4. POTENTIAL CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AND THE CITY ARBORIST SHOULD ANY
01 10
00 . POTENTIAL CONFLICTS ARISE BETWEEN THESE SPECIFICATIONS AND/OR LARGE ROOTS ENCOUNTERED IN THE FIELD,
TYP. 7 z 10 $� j r SEWER UNE 12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.. AND CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL NOT TAKE ANY ACTION IN SUCH CONFLICTS WITHOUT THE
� 1 1 W � / CITY INSPECTOR'S WRITTEN APPROVAL. THE CITY ARBORIST AND CITY INSPECTOR SHALL HAVE FINAL AUTHORITY OVER
�W/ 6 -�;_ r C.M1&W.WATER LM ALL METHODS NECESSARY TO HELP ENSURE THE PROTECTION AND SURVIVAL OF EXISTING TREES.
% Y Z %
W / , _ --� / _ = 2 — 17 WIDE STORM DRAINEASMENT
Z / 5'0"MIN.(TYP.) / — _ — _ _ (CITY OF RANCHO CUCAMONGA) 5. PRUNING: PRUNE ONLY THE TREES THAT ARE INDICATED ON THE PLANS AS REQUIRING PRUNING. PRUNE TREES
J % / J j — w - — — — - CONSTRUCTION LEGEND
ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300 STANDARDS.
Y / O , — — — A. REMOVE ALL DEAD WOOD.
/
/ - /1 B. PRUNE LIVE WOOD FOR HEALTH OR STRUCTURAL REASONS ONLY,INCLUDING THE NEED TO ELIMINATE
O _. Oi 5'WIDE CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS AND CITY STANDARD. DISEASED OR DAMAGED GROWTH, ELIMINATE STRUCTURALLY UNSOUND GROWTH,REDUCE THE POTENTIAL
5 00 �_ _ / SEE SIDEWALK NOTE. FOR WIND TOPPLING OR WIND DAMAGE,OR TO MAINTAIN GROWTH WITHIN LIMITED SPACE. DO NOT REMOVE
% / ` 0 % ' _ 12 / MORE THAN 25%OF ANY TREE'S LIVE FOLIAGE IN ANY ONE GROWING SEASON. PRUNE ONLY TO
LL_ / , , tea, � O2 EXISTING SIDEWALK. INTERNATIONAL SOCIETY OF ARBORICULTURE%ANSI A300 STANDARDS,AND ONLY UNDER THE DIRECT
/ SHADED PORTON OF SIDEWALK F— / �' SUPERVISION OF A CERTIFIED ARBORIST AND THE CITY INSPECTOR.
% � TO BE 8"THICK FOR EMERGENCY _ / '� � r W O3 ROCK COBBLE INSTALLATION PER CITY OF RANCHO CUCAMONGA STANDARD FINAL CUTS SHALL BE MADE JUST OUTSIDE THE SHOULDER RING AREA. EXTREMELY FLUSHED CUTS WHICH
It= 00 00 VEHICLE SLE ACCESS SEE CIVEL J o ® Z DETAIL N0. 542,CASE 1 (SEE DETAIL A,SHEET L-3). C PRODUCE LARGE WOUNDS AND WEAKEN THE TREE AT THE CUT SHALL NOT BE MADE.
op 01ALL TRIMMING CUTS SHALL BE PERFORMED IN SUCH A MANNER AND PROMOTE THE NATURAL GROWTH AND
' J & / , B 11 j J O4 TYPICAL 6"CONCRETE HEADER AT ALL EXPOSED EDGES OF COBBLE PAVING AND D. SHAPE OF EACH TREE SPECIES.
/ 15 / / Y XER00 00 . REF. 1.4 WHERE INDICATED. PER CITY OF RANCHO CUCAMONGA STANDARD DETAIL NO. 534 IMPROPER PRUNING METHODS INCLUDING, BUT NOT LIMITED T0,'TOPPING 'TIPPING","HEADING BACK",
00 � 00 O (SEE DETAIL B,SHEET L 3). E. 'DEHORNING". AND"LIONTAILING"WILL NOT BE ALLOWED.
c8j 40/ SHOULD THE CONTRACTOR REQUIRE MORE INFORMATION,THE CONTRACTOR SHALL CONTACT THE ISA AT
5 GRANITE BOULDER FROM LOCAL SOURCE AS APPROVED BY CITY,SIZE AS
% / 00 / W INDICATED(SEE DETAIL A,CASE 2,SHEET L-3): F. (METHOD355-9411
AND PRACTIICCES OSET FORTH IN THIS PRUNING
DOCUMENT.NDARDS. CONTRACTOR SHALL ADHERE TO THE
/ / 1 TY� 0 A. 36"
� � / t7 B. 24"
TYP. 7 /� 00 z C. 1 g,.
/ 1 TYP. � / /
�91 � A �'0• 3, 9 Np O6 EXISTING STREET LIGHT.
04 6 � 9 00 O7 EXISTING CONCRETE CURB AND GUTTER. �Np 5 CAP
FA
C elf 2%� O8 EXISTING FIRE HYDRANT. y�0�qx.Krumwi. �9�;
i . . . . 00
% /00 #4 CALTRANS /W 1 % / O9 PERIMETER WALL-SEE CIVIL ENGINEERS ON-SITE PLANS. \
n
� _o � e� 5 TYP. 10 TUBULAR STEEL FENCE AND GATE W/LOCK PER FIRE DEPARTMENT FOR J _
04 4'-0'MIN.(TYP.) ^o co B _ �I/ EMERGENCY ACCESS. USE CITY STD.DWG#`608. "x"'
/ y 2 3 1' _ /i - 7-31-0 -
/ 8 % 1�/ - A - // 11 PUBLIC UTILITY EASEMENT AND EMERGENCY FIRE ACCESS AREA-CONTRACTOR
4 ` �' Date
/ / 1r 1 a /j TO INSTALL ROCK COBBLE PER CITY OF RANCHO CUCAMONGA STANDARD DETAIL �,.
/ 1 ✓`-<; -� '�- _ =ate+ / NO. CASE 1 (SEE DETAIL A,SHEET L-3), WITH 5"THICK CONCRETE BASE. _ r OP'
/ _ _r �A�1lT -r=.`'c / SCALE: 1 - 30 F F C_ A_
/ 00
/ 6'PILASTER. SEE DETAIL J,SHEET L-3.
i / CAL TR ' � — _ �.Y
� � TYP. 4 �• S R/�/t%FR E wo
EXISTING CRAPE MYRTLES TO REMAIN SEE REE PROTECTION NOTES.
/00 / E INA y 30 on
mt.rwmd= wr
MATCHLINE 'AA' TYP
3 DESCRIPTION OF REVISION
DATE APPROVED
ROCK COBBLE NOTE: CITY of RANCHO CUCAMONGA
\ - ALL ROCK COBBLE TO BE OBTAINED FROM A LOCAL SOURCE
APPROVED BY THE CITY OF RANCHO CUCAMONGA. ALL COBBLE TRACT 15866
SHALL BE THOROUGHLY WASHED BEFORE INSTALLATION.
ROC1TE L. M. D. REVERSE FRONTAGE AREAS
3
OFF EXISTING LANDSCAPE NOTE:
Underground Service Alert RA `vl P ALL EXISTING SIDEWALKS,LANDSCAPE,AND IRRIGATION SHALL REMAIN CONSTRUCTION PLAN
IN PLACE,UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL BE
-
Call: TOLL FREE RESPONSIBLE FOR REPAIRING ANY ITEMS DAMAGED BY HIS WORK. APPROVED BY : D A T E
�
CITY ENGINEER _,L&(, z,, - RCE No. 24593
-8�0 SIDEWALK NOTE: - ARCHITERRA DESIGN GROUP
DESIGN REO ICED
LANDSCAPE ARCHITECTURE
n CONTRACTOR SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON L SITE PLANNING
422-4133 THE PLANS AS CLOSELY AS POSSIBLE, WHERE DIMENSIONS ARE NOT 10621`'CHURCH STREET, SUITE 106
SHOWN,OR FOR ADDITIONAL INFORMATION AND CITY STANDARD D RAW N SHEET
91730
DETAILS.REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LML RANCHO CUCAMONGA,00FAX90 CA 4-280 L-2
FOR APPROVAL OF SIDEWALK ALIGNMENT IN THE FIELD,CONTACT THE (909)484-2800 FAX (909)484-2802
TWO WORKING DAYS BEFORE YOU DIG CITY PUBLIC WORKS INSPECTOR'S OFFICE AT(909)477-2740.
CHECKED DRAWING N0.
JAF DATE 5/11/01 RLA NO. 2832 1770-L
ARCHITERRA JOB NO. 0111-5 SHEET OF
COBBLESTON —2%b IN R 0 W FIAT SIDE UP IL N
POC MOW CURB rra>Ef STORM DRAINIUNDERGROUND ^
PER CITY STD 534 tL10RTA OOl MORTAR JOINTS IDE'WALK l -
NOTfa
TOACCENT COBB.E OR CONCRETE UTILITIES E EMWE TOW PLUNK AND E
I RE SIOYf NIMSERV STAKES
,rr , BCR C, V
LESTONE ��R ^ ,^` S (TAKE TREE PERPENDICULAR
NAR DSCAPE MORTAR EVEN \ 1 PARALLEL O
rMIN CIN! \ AND WA ' /'� ` TO►REVAIUNGNWIND $ 5 ^�
AND WALK
3 MANIMJIACONCRETE BED 1 A
-- b UNYRNtl�'HCOfBkFSTONE fl
Z SIDEWALK T ` ' / RMP f TOP TIE TO BE PLACED AS LOW V TOP OF STAKES BELOW HEAD
24' DER I nv V a OF TREE WHERE SPECIES GROWTH
CONCRETE HEADER•1?RADIUS � S.L. \ � AS POSSIBLE ON THE TRUNK TO
C1LBIt (LOCATE PER PLANT MRN SO0.DEPTH AT •EXPOSED EDGES A FINISH PER PLAN = ALLOW FOR WIND FLEXING OF THE TREE
EDGE OF COBBLE
IDEWAIKORCURB - __ ___ OR ALLOW'THE HEAD TO DROP MAIN TRUNK
1•Ip IAM (INSTALL AT GRADE LEVEL AT SWALE 0 I V s KPN BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERINF s
LFST04F
M OORBITIDN 6•on e• w a ,a sErs of CINCH T�$
5EDCROSSINGS( CURB AND GUTTER ME'ER ,p' S ¢ W
EE NOTE * M ` SPACED ALV NVEDSCREW$ATTACH3'
FINISH GRADE t TOP OF STAKES WLOW
�b NCAF'E BE 1r MILxtMu
CONCRE IMM
HEAD OF TGR W H RE
a►ECIEs oRow*H HAW'►ER»Ta LODGE POLES
•�NP �E
•►a► • A► TRUNK
OF TOP OFROOTBALLTOEXTEi�
f � L _ _ _ _ _ _ _ _ W ag1EWSs 0 CINCH
�►Ot�ACEO t1•ES 7 ABOVE FINISH GIDE 7 Du1 LODGE►OLE PR1E STAKES
ART ATTACH WITH GALVANIZED WITH WOOD PRESERVATIVE STAM
lI 7 MMx AM STONESWALE • Z Y DA LODGE POLE PINE STAKES DRIVE A MN OF C INTO LIN-
OISTURBEDSOIL AND POSITION
SIDEWALK CPRESERVATIVEORIGINAL GRA STAKES OUTSIDE ROOTBAII
DEPT •• WRM WOOD STAN
H ►,Ni FH DRIVE S L `j U BRIYE A AKNIWY OF!'INTO 7BERMTIGHTIY COMPACTED
b • RE-BAR CONTINUOUS I APPROACH 's' 1� UNDISTUP19E D SOIL AND POSITION INPLACETO FORVWATERING
` (UNLESS OTHERWISE INSTRUCTED) — — STAKES OUTSIDE ROOT MIL
/ -
COBBLESTONE �-CONCRETE CURB C u R E A N C G i"E^— FRNDIR DIRT
IN TURF AREAS AND BASIN LOCATED OUTSIDE OF
uNT PIT
5 1 1 O TOO OF ROOTBAIL TO EATEND!-
S CONCRETE BED W A3 BAR //; -T
BENEATHGOBBLE MIN MIN * ABOVE FINISH GRADE
UNDERGROUND TIGKTLY COMPACTED 11 WRM TO FORM NATIVE BACKFILL WITH
WATERING BASIN FOR RESIDE NTNL AND NO ROCKS GREATERSEE ABOVE s
t1R84GUTTER FOR ENO CONDITION ATCH BASIN
OUTSIDE OF?uNT PIT Of W_W_IN OT I _
rSTRUCTURE Bp THAN T DNMF-TEA
MM 4'MAX Y AREA S T O BE RE MOVED PRIOR TO CITY ]- -
►,•' TRANSFORMER VAULT ACCEPTANCE PLANT PIT TO BE RI �
•`� TBIE$THE WIDTH Of _
' NOTES THE ROOTBALL c
d j
1 TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER
d'
vCCMOIITo� I
C 534 PA ; 2 ALL TREES IN THE R O W ARE SUBJECT TO LINE OF SIGHT } € ' ¢¢
CRITERIA AS APPROVED BY TRAFFIC ENGINEER C �t I I I
. I UNDISTURBED NATIVE
7MIN •VIIARX RAD ' 3.AT ALL LOCAL E AT A NTIALlLOC'F RESIDENTIAL INTERSECTIONS PLACE ISI _ RooT BAu , I
PARKWAY TREE AT A MIN OF 25'FROM BCR OR ECR 1 } NRrnS SACWILL THAN N 3'
NOTES „ ROCKS GREATER THAM 7'DIA
SIDEWALK RDSCAPE - I -
E ECLASS 90-D230o NOTES 1. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND
01K SIZES,UNLESS OTHERWISE SPECIFIED SHALL BE AT RIGHT ANGLES ITVPI FACILITIES IN ADDITION MAINTAIN 10'FROM CENTER OF TREE TO ALL UTILITY E f '= (;-'tL } TIE ;Eta;
BOULDERS MAX aNr=MIN 7-0' 1. PROVIDE SCORE JOINTS ATIUd0.C.ANDWEXPANSION OWNED WATER&SEWER LATERAL LINES. -IL IF I :I(: E ) } E It`' NArrvEsoKUEMoIaTURafo 14oTEB
COBBLESTONES kW ,r MIN rWITHONEFLATSME JOINTS AT 2U-O.00. PI(,:.IF ••E I II; I 'IF Ei[ :I :
DERSSHALL RAVE 13EMBEDMENT COBBLES SHALL HAVE23EM8FDNENT 2. e'WIDE CONCRETE HEADER BETWWEENCITY-MAINTAINED TURF AND S.TREES SHALL NOT BE LOCATED ON PROPERTY LINES. F r I Ir .ie e .i, •. r 1 PO4MNURSERY STMES
UESPACESBETWEEN STONES SwuLOFFILLED NTH CLASS'DMORTAR IPARTOEMENT GROUND COVER AREAS AND BETWEEN CITY-MAINTAINEOTURF AND 6 STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE L IM'LROOISALLWID?n 2 STAKES TORE PLUfMAND PARALLEL
0212 PARTS SAND 2000 PSI PORTLAND CONCRETE CITY
INSPECTOR
5 OR TO EDI
PRIVATELY MAINTAINED AREAS ENGINEERING DIVISION r- 3 STAKE TREE PERPENDICULAR TO PREVAILING WRIL
�,APLE ARTA MM 10$0 FT SHAH BE APPROVED BY THE CITY NSPECTOR PRIOR TO 3. CONCRETE TO BE 520.0.2500 MIN
EEDING WITH REMAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITYNISPECTOR 7.STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY
KS SHALL BE SMDOTH ROUNDED AID FREE OF OBJECTIONABLE DISFIGURATIONS i EXCESSIVE IRON CONTENT STANDARD PLANS
kL"BLESTONE AREAS SHALL MAVE E A 6'CONCRETE HEADER AS AN EDGE AT PLANTING
"KSCAK SHOULD FOLLOW GRADE WHERE SLOPES E)KtST AND VAINTAINA 2%MIN ATALLTO*SWTHINTHEROW CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA CALIFORNIACITY OF RANCHO CIJCAMONC.A CAI IFOR `IIIiIIA CITY OF RANCHO CUCAMONGA, CALIFORSIA
•
APPROVE D Sr APP.OVED Ir ST ANDA RD PLAN vROWE D Sr 11PPROVED SrSTANOARDVUN
PPRDVEDBr DOUBLE STAKED TREE STAMDAgOVLAN DOUBLE STAKED TREE ON SLOPERIVER WA HED RANITE STANDARDP,AN STANDARDPLAM 505
542 CONCRETE HEADER 534 TREE PLACEMENT 501 5 GAL - 24' BOX 502COBBLESTONES DATE SE WITH$tANDARD SVECKICATIOMS FO{i PUS'.IC WORKS COM$l RUCTIONTY EMGf DATE USE WITH STANDARD SPECKICATDIMS FOR►VBAC WORK$CONSTTY ENGINEEq C E SHEET 1 Of i
CITY ENGIMEFq DATE TTY ENGINEER PATE USE WITH$T ANDARD SPE CIF LCAT TOMS FOR PUSUC WORKS CONSTRUCTION C E fKET I OF 1
PITY ENGINE DATE USE WITH STANDARD SPECK ICA-IONS FOP PUBLIC WORKS-ONSTRUCTION SHEET I OF 1 A C E 24953 SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CTIOM SHEET I OF I .c.E. 2 495 3 SHEET 1 Of 1 _
RCE 4
SCALE: SCALE: SCALE SCALE: SCALE:
N✓ TIGHTLY COMPACTED 3'BERM TO FORM NE HALF OF SPACING 4.OF COMPACTED WOOD CHIP
DEPRESSED WATERING BASIN REQUIREMENT MULCH 11 1
AV LIMIT OF PUNTER AREA NARDSCAPING(CONCRETE HEADER
TOP OF ROOTBALL TO N..� 4'WOOD CHIP MULCH CURB i GUTTER SIDEWALK.ETC I INISM GRADE
_ 2
EXTEND 2'ABOVE v v L
• FINISH GRADE 12'
ORIGINAL GRADE b 1 TOP OF ROOTBALL To EXTEND r
`/ ABOVE FINISH GRADE
NATIVE BACKFILL WITH NO ROCKS .�!.
GREATER THAN 7 DIAMETER
11.10' 3
- -- -- — 7 SERMTIGKTLY COMPACTED IN
_ PUCE TO FORM WATERING BASIN e
-- -
�I PLAN VIEWI
Boor BALL �P 4 = 1I 11 2
I � 1 1 3 LEGEND:
PLO F TO BE 12)TIMES THE
-' WIDT . .r THE ROOT BAIL ROOT BALL QUA SMOVELCUT EDGE COMPACTED NATIVE SOIL 1 1. PRECAST CONCRETE PILASTER CAP,MOM
00-FQ41PC,AS MADE BY QUICK CRETE.NORCO,
/ CA,(")737-6240 ALLOW FOUR TO SIX WEEKS
PUNT PIT TO BE(r TIMES THE r M FOR DELIVERY
WIDTH OF THE ROOT BALL
1 1
NATIVE BACKFILL WITH NO 1 3 Z. r WIDE X r HIGH X 16'LONG CONCRETE
ROCKS GREATER THAN 3' NOTE NOTES PRECISION BLOCK. GROUT SOLID. FINISH TO
NOTES MATCH ADJACENT PERIMETER WALLS
1ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 1 PRIOR TO PURCHASE'PLACEMENT OF THE MULCH THE CONTRACTOR SMALL ; t
UNDISTURBED NATIVE SOIL SUBMIT MPTO THE FOR APPROVAL 3. #4REBAR
SPACING(TRIANGULARI UNLESS OTHERWISE INDICATED ON A SALE HE I . NM (VERT.}AT CORNERS OF PILASTER.
PLANS SEE LEGEND FOR SPACING REOUIREMENTS 2 MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND —'�
NOTES INTO EDGES AT GROUND COVER AREAS 1 cc 4. 04REBAR HOOPS(HDRIZ)AT 16'O.C_
1 UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE UNDISTURBED NATIVE SOIL 2. WHERE PUNTED ADJACENT TO WALLS.WALKS CURBS OR 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION 1 1
OF ROOT BALL DO NOT CRACK ROOT BALL SIMILAR LIMITATIONS ALL SHRUBS AND GROUND COVER 1 PLACE NO MULCH WITHIN A/'RADIUS OF THE CROWN OF A WOODY PLANT — S. FIMSH GRADE
SHALL BE PUNTED AT ONE-HALF THE DESIGNATED SPACING CJ
NOTES FROM SUCH LIMITS SEE LEGEND FOR SPACING REOUIREMENTS S. T-3.90 X Ir DEEP CONC FOOTING
I UNTANGLE MATTED ROOT$BY LOOSENING ALL ROOTS AT EDGE 3 SPACING REOUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3',3*OF ROOT BALL DO NOT CRACK ROOT BALL OF PUNT MATERIALS PUNT QUANTITIES INDICATED ON THE 1 7. OS REBAR HOOP IN FOOTING.
LEGEND ARE ESTIMATES ONLY
ACTION 6. W%COMPACTEDSLIBGRADE
!. WROUGHT IRON FENCE PER CITY STANDARD
CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIF RNIA DETAIL"M SEE CONSTRUCTION PLAN.
'PPROVED Br STANDARD PUN CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA
CONTAINER PLANTING PPRDYED Br
506 CONTAINER PLANTING ON SLOPE STANDARD PLAN PPROYED 6Y PROVED Br STANDARD PUN
SHRUB AND GROUND COVER STANDARD PLAN MULCH INSTALLATION
IT EMC( q DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 507 SPACING 508 509
R
CE SHEET I Of I CITY ENGINEER DATE
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 Of 1 CITY ENG( R IT,ENG( DATE USE WITH STANDARD SPE CKICAT TOMS FOR PUBLIC WORKS CONSTRUCTION
--" RCE RCE DATE USE WITH STANDARD SPECIE ICA!ION$FOR PUBLIC WORKS CONSTRUCTION SHEET,Of I C E SHEET 1 OF I
PILASTER
6
^ i
SCALE' SCALE: z SCALE: SCALE: SCALE:
'MOSCApF
1110Wnis, Nr9
J � �
B1U
Pler"w7-3�
�1..0�
tP T7i''_
1'l OPAj.,
E OF CALF "
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
TRACT 15866
L. M. D. REVERSE FRONTAGE AREAS
CONSTRUCTION DETAILS
APPROVED BY.- DATE :V710—)—
CITY
7 0--
CITY ENGINEER RCE No. 24593
DESIGN ARCHITERRA DE I GROUP ICO NDED
' LML LANDSCAPE ARCHITECTURE
SITE PLANNING
10621 CHURCH STREET, SUITE 10600,
SCALE SCALE SCALE: SCALE: D RAW N RANCHO CUCAMONGA, CA 91730 SHEET
LML (909)484-2800 FAX (909)484-2802 L-3
CHECKED DRAWING NO.
JAF DATE 7/11/01 RLA N0. 2832 1770-L
ARCHITERRA JOB NO. 0111-5 SHEET OF
IRRIGATION NOTES:
1. 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.
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED),
FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT
VINTAGE DRIVE 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.
/% 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SS)SSBC45 AL ALUMINUM ENCLOSURE,AND
ZBE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.3HALL
/ _ 00 J 4. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER
00 Y POSSIBLE.
/ Cr S. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY
~' OF O AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM.
C > WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES
aw 00
do 00 LL 00
6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF
/ j O ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
�7 100- ---------- -__ / ~ 7. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND
_ ' 0 TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID
/ _ _ _
00 / J
UNDERGROUND FACILITIES.
66.10 HIGHEST HEAD 4'DIA.
565 11G4�T WORK LI ���������� .0.f� Ir�� � A Ir ������ ���������������� J S. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL
14 OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC, THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE
7� �� j�f �� 13 LIMIT OF WORK LINE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION.
00
% 3/4 K3µ / J 9. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE
p4 3 /4` j 12 11 SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER
1 / SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO
04 / PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY.
00
%/ 10. INSTALL ONE(1)SPARE ORAGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE
I (RCV)ON EACH BRANCH, PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE INSTALL TERMINAL STRIPS IN ENCLOSURE FOR
2212 / I / L L IRRIGATION WIRING.
1334 So. FT. 11/4" IMPROVEMENTS TO EXISTING AREA
/ 4- I 11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 ITCHES OF WATER PER WEEK(TURF)AND 21NCHES OF WATER PER WEEK
/ THE AREA SHOWN IN GREY IS SHOWN FOR REFERENCE (GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M
1!µ314« ONLY. REFER TO VINTAGE HIGHLANDS PLAN REVISIONS ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME
20
11 % 1„ (DR #f1066-L).
3/ 12. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION, THE MAXIMUM
852$O. FT 11/4" / 3/ " �« DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER
/ ," / PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE
/ 1„ 1„ op CITY.
13 / l4" 13. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-11"R(DIGITAL RADIO)W/ANT-1 ANTENNA PORT INSTALLED WITHIN
OF STRONGBOX(SBI 24SSI120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNAL PORT(EPDXY-FILLED)ON TOP
1514 $o. FT 11/4" Of 1 !a 1 OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE, SYSTEM SHALL BE OPERATIONAL
PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE
/ 1 / w M ATCH LI N E 'AA' CITY.
/ ' 314 ^? 314 '� /11 �Rww1�IlRwwwl•w
PRESSURE LOSS CALCULATIONS
1 / / / 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER
/ 1 J / 4"/ (SEE IRRIGATION DETAIL SHEET FOR SUMMARY) HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED
LL! / 3!4" 0 Y MAINLINE NOTE: / !a N / AND PAID FOR BY THE DEVELOPER.
\ 00
1 3 1 3/4 01 O APPROXIMACONTRACTTELY 8O EHINDUTE IPA PARKWAY NLINE 04 3/ 1 / X E R I SCAP E ASSESSMENT SYSTEM SUMMARY 15. ALL SPRINKLER HEADS SHALL BE SET PEREPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS
/ / 14" 1 SIDEWALK. / 314 / DESIGNATED ON THE PLANS.
Q / / ' / (SEE IRRIGATION DETAIL SHEET FOR SUMMARY)314" 16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 114"ABOVE
00 ', FINISHED GRADE
3 1 / 0 % I ' 00
1428so. 1;a" : ; 3!4^ 14 0 - ' ; • ' IRRIGATION LEGEND
1 /4of ;, ; JBOBCAT CT . 04 OF EQUIPMENT LEGEND
11/4 /
1 1 / % 1 a SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. NOTES.
14 Y / 3 "3!414! 1 3/4" 00/ 1314 1 /4 /
878 So. FT. 11/4" J / 3!d 6 '' 11/4 / 20 5 00 31
4 / 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO
o RAINBIRD 1812-S A M-P R S-5H POP-UP SPRAY HEAD 5' .20 30 REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL L ,SHEET L-5
1" 848 So. FT 11/4" ' % 3i4' ,i 1 %
1 1 / / 1 / 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION.
9 / / / "O" RAINBIRD 1812 SAM PRS 6VAN POP-UP SPRAY HEAD 6' 40 30
25 / ( 1 1 / I 1 / CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR
2392 So. FT. 11/4" � / / / REPAIRING ANY IRRIGATION LINES'SPRINKLER HEADS&EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING
1 L3/� / � I ; RAINBIRD 1812-SAM-PRS-80 POP-UP SPRAY HEAD 8' 30 30 CONSTRUCTION.
/ 3/ T04
3! + O 3, 19 >00 % i ii i i i� • RAINBIRD 1812-SAM-PRS-8H P 0 P-U P SPRAY HEAD 8' 50 30 FM WATER METER 1'PROPOSED DOMESTIC WATER METER BY CUCAMONGA COUNTY
21 ^ �6 �^
go / WATER DISTRICT.OWNER TO PAY FEES AND PERMITS.
0 31 ' f 3/4" 314" I 1104 SO. FT. 11/4" � � 1 ;,a , SEE POINT OF CONNECTION '�` RAINBIRD 1812-SAM-PRS-8VAN POP-UP SPRAY HEAD 8' .70 30
/ / / 1 NOTE BELOW Q FEBCO 825-Y•BV-1.25 W1650 1 114"REDUCED PRESSURE BACKFLOW W/BRASS 'Y'STRAINER.
00 00111 RAINBIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD 10' .40 30 INSTALL BACKFLOW IN A STRONGBOX MODEL NO.SBBC-45-AL
/ / Z / 4' 1 / ENCLOSURE
28 15 / ,• / 3 Q SEE CONTROLLEFI
3408 $o. FT 11/7" / W W j I NOTE BELOW V RAINBIRD 1812-SAM-PRS-NOH POP-UP SPRAY HEAD 10' .80 30
� 3/a 3!4" 3µ" Z / l WATTS 403-RT-RW LINE SIZE GATE VALVE
j 1 11k"3/4" / J j ,3 � ; ms,µ' _<� a ♦ RAINBIRD 1812-SAM-PRS-NOF POP-UP SPRAY HEAD 10' 1.60 30 ® SUPERIOR 3100 SERIES 11/4" MASTER VALVE,NORMALLY OPENED GLOBE VALVE
00
_ a
2573 $0. FT J j 1Iµ" ,,µ / Ir j / /4 ,ii'_. C' + RAINBIRD 1812-SAM-PRS-IOVAN POP-UP SPRAY HEAD 10' .80 30 ® DATA INDUSTRIAL FM-1.00B 1"FLOW SENSOR, INSTALL PER MANUFACTURERS
11/2" (D11,4' J O / 01 RECOMMENDATIONS
oO 3/4 1 1,. > / ..'_y 3/4
14 I1µ �. > 00
/ µ r. / RAINBIRD 1812•SAM-PRS-120 POP-UP SPRAY HEAD 12' .70 30 RAINBIRD EFB-CP-PRS ELECTRIC REMOTE CONTROL VALVE.SIZE AS SHOWN
/ 3/4" 1 11�d LL i i y 3/4" 0 C
20 16 / 11/4 314" 1Iµ, / O / r RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 12' 1.30 30 CALSENSE ET-1-24-DR,TP-1. 24-STATION SOLID STATE AUTOMATIC CONTROLLER INASTRONGBOX
U / 1 11 / 537.63 TC /4" 00 TP-110 W TP-110 WANT 1 MODEL NO.SBBC-24SS•120VOLT ENCLOSURE
842 So. FT. 11/4" / ," „�^ OF
O / „4 1„ �•-_- ?0 1 _ , /� L1J O RAINBIRD 1812 S A M PRS 12F POP-UP P SPRAY HEAD 12' 2.60 30 Q RAINBIRD 33DNP W33DK QUICK COUPLER VALVE W/(2-KEYS TOTAL)SPACED AT 150'O.C. MAX.
/ 1„ ,^ 3/d 00 876 So. FT. 11/4" 'J op 3!3 1/ 34 3/4" % Z RAINBIRD 1812-SAM-PRS-12VAN POP-UP SPRAY HEAD 12' .70 30 > WILKIN 500 SERIES 11/4" REDUCED PRESSURE REGULATOR
29 7 i / I Ica / 3 /
2816 So. FT 11/7" 00
01 1 3/a" � 1 5 00 � 3 ," 3/ 1' 00
+ RAINBIRD 1812-SAM-PRS-150 POP-UP SPRAY HEAD 15' .90 30 ----- APPROVED CL.315 PVC CL.315 PVC MAINLINE SIZE AS SHOWN.MIN.COVER 18",24"AT
/ 1 / / 3µ 1 ♦ / >O STREET CROSSING OR PER LOCAL CODE.
/ 3! " 1" / 4 / 1^ 1" / > ♦ RAINBIRD 1812-SAM-PRS-15H POP-UP SPRAY HEAD 15' 1.90 30
/ ' �3la' / 18 / APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12".
20 17 01 3 / 1 o IIo3/4' 2353 So. FT. 11/4" / „l4 ,« / U_
" / / 1 1" 00 O m RAINBIRD 1812-S A M•P R S-15F POP-UP SPRAY HEAD 15' 3.70 30 =___:__= APPROVED SCH.40 PVC SLEEVES,SIZED 2.5X LARGER THAN PIPE TO BE INSERTED
1576 So. FT. 1114 / 1 I /4" / 11/�" 1" 1' / �-
j 1 .�v / 1 ,,. / + RAINBIRD 1812-SAM-PRS-15VAN POP-UP SPRAY HEAD 15' .90 30 APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS SHOWN
14 CV /01 _
147 1 3/4" �O� 20 2 / 11/2 /4" /00 00J
/ 1 3/4., `c 2098 $Q. FT 11/4" 1 00/ /4' 1" 3 '�Mp S C A FF
0, 1 FI/WI 3/4" /4^ / CONTROLLER NOTE: `�� �� urr,w�a
1 a�4" � 19 3 C I Z" ; O 20 CONTRACTOR TO INSTALL A CALSENSE CONTROLLER MODEL NO.
/ 1 CALTRANS /W 00 ET 1 24 DR W/TP 1, TP 110 W/ANT 1, ANTENNA PORT INSTALLED
1 j 1 / 1698$o. FT. 11/4" �� WITHIN A STRONGBOX MODEL NO. SBBC 24SS 120V ENCLOSURE W/
/ 3/4" / 1 ��a/ ELECTRIC METER SOCKET. FINAL CONTROLLER / PEDESTAL LOCATION00
20 e sg a,u
6 / 3 11 / PER CITY INSPECTOR. CONTRACTOR SHALL COORDINATE
/ / 23 33. TC 1 / T° _' CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY
876 So. FT.
/
11/4" 3/ 314' 1,/.a a : /j AND CALSENSE. CONTACT CITY PUBLIC WORKS INSPECTOR AND `�'! oeie
/ i - ,' // CALSENSE AT. 4T P
1 I 1 / 2075 CORTE DEL NOGAL SCALE: 1" = 30' OF C11k.
/ 1 00 L - MLT F :�,> -� SUITE P
21 18 10 1 / SPARE WIRE NOTE: GALT � �wo W, RK IN' , /i (6119) 438-0525
ALIF. 92009
791So. FT. 11/4" / 1 /� CONTRACTOR TO INSTALL(1)SPARE ORANGE WIRE RANS R `
„ ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FREEW `
/ FARTHEST REMOTE CONTROL VALVE ON EACH BRANCH. AY 3O `
/ N /4",
www www•dw ■�. www■Il.��+we��
POINT OF CONNECTION NOTE:
MATCH LI N E AA CONTRACTOR TO CONNECT TO PROPOSED 1"DOMESTIC WATER METER
BY CUCAMONGA COUNTY WATER DISTRICT. CONTRACTOR TO INSTALL AND DESCRIPTION O F REVISION
11/4" REDUCED PRESSURE BACKFLOW DEVICE, 11/4" PRESSSURE DATE APPROVED
REGULATOR, 1 114" MASTER VALVE AND A 1" FLOW SENSOR. INSTALL
PVC MAINLINE TO CONTROL VALVES AS SHOWN. CITY of RANCHO CUCAMONGA
EXISTING STATIC PRESSURE: 131-146 PSI
\ SYSTEM DESIGN PRESSURE: 77.00 PSI
` MAXIMUM G.P.M. DEMAND: 29.00 GPM TRACT 15866
O � `_U AS NECESSARY.CONTRACTOR TO SET PRESSURE REGULATOR TO 92 PSI.CONTRACTOR TO FIELD ADJUST L. M. D. REVERSE FRONTAGE AREAS
E 30
OFFR
Underground Service Alert A M p IRRIGATION PLAN
Call: TOLL FREE � VALVE SIZING KEY APPROVED BY: DATE E . � 7 " �-
CITY ENGINEER RCE No. 24953
DESIGN ARLANDSCAPEI6N GROUP
1 -800 GPM -�10 1 VALVE # JAF ARCHITECTURE
SITE PLANNING 1�
422-4133 SQUARE FOOTAGE---*
10621 CHURCH STREET, SUITE 106
3/4 VALVE SIZE DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
JAF (909)484-2800 FAX (909)484-2802 L-4
TWO WORKING DAYS BEFORE YOU DIG CHECKED DRAWING NO.
JAF DATE 7/11/01 RLA NO. 2832 1770-L
ARCHITERRA JOB NO. 0111-5 SHEET OF
BRASS WYE STRAINER
3� STRONG BoxSBBC-45-AL WITH 60 MESH
�Cc PLASTIC VALVE BOX ENCLOSURE MONEL SCREEN
COVER ETCHED'IRRIGATION GATE' BACKFLOW PREVENTS WHITE TO SPRINKLER-ANGLE PIPE TO
(CARSON OR EQUAL) To CIFSPR( D DEPTH WITH 45 ELLS
Le
NIPPLE-TYPICAL BLUE
(4)PLACES SCH 40 PVC MALE ADAPTOR
i INISH GRADE - - - - - - - 4'LAYER OF MULCH NI-POP SHRUB HEAD BODY SET TO
SCM a0 PVC UNION 'SWAP-TITS'WATERPROOF MULCH TO TAPER AWAY FROM HEAD 14'ABOVE FINISH GRADE
EPDXY FILLED WATERPROOF CONNECTORS OR EQUAL
BRASS OR PVC NIPPLE MULCH
NIPPLE RED CONNECTOR OR EQUAL ELECTRIC CONTROL VALVE
a PLASTIC VALVE BOX ", . .. :':c`+: FINISH GRADE
Is BLACK MARKED'IRRIGATION RCV' ' Ni",�" cy` 'R` `ft4 INJ�`
BALL VALVE 1 1708 SMALLER WITH b'T1#CK X 12*WIDE PIG TAIL EXPANSION o (CARSON OR EQUAL)
STAINLESS STEEL HANDLE UNION- CONCRETE PAD(LENGTH VARIES IRRIGATION CONTROLLER LOOP (MIN. 24" LONG) = ETCHED WITH CONTROLLERPER
SIZEIMANUFACTURER) j AND VALVE SEQUENCE
RESILIENT WEDGE GATE VALVE-EPDXY PRESSURE REGULATOR o 1 SLOPE TO DRAIN AT MINIMUM 2% z r MIN FINISH GRADE
COATED.2'OR LARGER WITH 2'OPERATING SEE LEGEND FOR MODEL ? PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL 16, r"+
i NUT NO. AND BRAND FINISH GRADE EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS
12'1 C SLEEVE LOCKING LID. PLACE AT GRADE IN
VALVE REQUIRED FOR TURF AREAS AND 3'ABOVE IN SIDEWALK
MOISTURE
j .• PIPE THROUGH PLANT BED SENSOR
CONCRETE PAD REQUIRED
•• •� .. t t
PIG TAIL EXPANSION a 3 PIG
3- 3' - - 3A[ 3 -` LOOP AIMINX 24'N LONG)
'z ROM WATER SOURC NIPPLE TYPICAL LOOP (MIN. 24" LONG) ss WHITE
(2) PLACES sic (COMMON) � BRASS ANGLE
FLOW VALVE W'UNION
fOX COMPACTION - SCH 40 PVC MALE BLUE a 3:4•WASHED
.a REQUIRED a _ ADAPTOR OF 14 ' z CRUSHED AGGREGATE
WIRES
TO METER i FLOW
RED SCH s0 PVC NIPPLE
i _ • y� ''�� i •': :� j LINE TO SYSTEMS MASTER CONTROL � acH 40 PVC
BLACK VALVE CONTROL A COMMON WIRES MARLEX 90 STREET LL 90 STREET ELL
;e CONCRETE THRUST BLOCK ELBOW W _ = -.- MARLEX 9C STREET ELL
LATERAL FITTING
'•�
V. � , PER CCWD STANDARDS TYPICAL (4) PLACES FLf FLOW METER NOTE. NON PRESSURE LATERA(LINE
RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY DIAMETER CONTRACTOR TO INSTALL TYPICAL l21 PLACES
WATER DISTRICT STANDARDS CONTRACTOR SHALL VERIFY WITH SAME SIZE AS SCOTCH LOK EPDXY FILLED BRASS NIPPL ANTI-DRAIN VALVE AS REQUIRED
CCWD PRIOR TO CONSTRUCTION. CONNECTORS FOR ALL FLOW
FLOW METER SCH 40 vvc sxsxT TEE
\!3'14'WASHEDCRUSHED DIAMETER SAME SIZE SIZE SENSOR WIRE CONNECTIONS. PRESSURE SUPPLY LINE NOTE
�TE AS FLOW METER SIZE INSTALL SCOTCH LOKS NOTES I LOCATE HEAD 2'TOB'FROMWALKS CURBS HARDSCAPING MDWSTRIPS
AGGREGATE BASE 1. INSTALL PER LOCAL CODES. IMMEDI ATLE Y AFTER I INSTALL CONTROL VALVES A MMIMUMOF 17 FROMS?RUCTURE OR IMRDSCAPNIG AND EDGES OF LAWN
2 INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS 2 USE TEFLON TAPE ON ALL MWL.E THREADS
�S 2 EQUIPMENT TO BE INSTALLED ATA LOP"OF 24'FROM ANY INSTALLING FLOW SENSOR. 3 PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING 3 INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING
V PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STRUCTURES OR HARDSCAPING 4 PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE BOX FEATURE AS PER THE IRRIGATION PLAN
2. INSTALL CONTROL VALVES A MIN OF 12'FROM STRUCTURES OR HARDSCAPING. 3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E WALL,BUILDING,ETC.) 5 ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4 HEAD CONNECTION AT BOTTOM INLET ONLY
MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE MINIMUM DISTANCE DOWNSTREAM OF VALVE NUMBER
3. INSTALLVALVESX PLANT BEDSWHEREVERPOSSIBLEOEXTTOSIDEWALKS 4. ORIENT UNIT PARALLEL TO STREET UNINTERRUPTED PIPE (5X DIAMETER
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING- OF FLOW METER SIZE)
S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF MINIMUM DISTANCE UPSTREAM OF
VALVE NUMBER DISINLAR METALS UNINTERRUPTED PIPE (LOX DIAMETER
7. VALVE PER STD.518 REOUIREDC BEFORE BACKFLOW PREVENTS OF FLOW METER SIZE)
WHEN MAINLINE IS 3'OR LARGER
LINE SIZE GATE VALVE R/P BACKFLOW W/ PRESS. REG . FLOW SENSOR W/MASTER VALVER- ;7-
JAE
REMOTE CONTROL VALVE 12" SHRUB HIGH POP-UP HEAD
SCALE: 311 OR SMALLER SCALE: SCALE: SCALE: SCALE:
HARDSCAPING(SEE NOTE 4)
STAND ALONE CONTROLLER WITH ANTENNA PLASTIC VALVE BOX A COVER: STRUCTURE OR
ANT 1 ANTENNA PORT
ETCHED -OC'(CARSON OR EQUAL) HARDSCAPING ��, r. •• ••EPDXY FILLED FILLED LOCATED AT GRADE IN LAWN AREAS • • •• •
2� - z RC�c ec. �c..- NC OUTSIDE OF BOX. 6'MIN.il '••• •• •• •• ••• •° ••
OVE GRADE IN SHRUB
` COAXIAL CABLE AND BGRO ND OVER AREAS Ml I I-III-I 11-:
INSTALLATION/LOCATION 18' MAX
PER CITY AND CALSENSE s
REPRESENTATIVE _ _
g CALSENSE CONTROLLER, FINISH GRADE I I -
MODEL NO. PER PLANS 1 I=1
ENC_CSU4r TC BE CROUNDFO PER -- • • •• • • • I I ( i-I I I n
FY LAMA. -Ccf CaCua.. ax •C E F 7; _ I I-I I -1
II
NS-CE ENC.DS.;RE OT. {y I
co.TRa,:ER soZ N�TALLCALSENSE (_ WALL CONDULETTE W/ 33 DNP QUICK I-I I I CLEAN BACKFILL•SEE z '� !
TP 110 DEEP WP'J'BOX COUPLING VALVE _ W
M 120 VOLT DUPLEX CALSENSE HARNESS WITH PURPLE = I I SPECS. FOR MATERIAL. W I _I-
�) I ( !0°b COMPACTION REQUIRED ��
FINISH
RUBBER CAP -)I I I- CLEAN BIACKFIL_ - SEE
GRADE OUTLET(GFR) ;, I _ sPEcs. FOR MATERIAL
n
n i I 3'-S X 3'-r 16 CONCRETE I
y� STAINLESS STEEL �' ^' I-
- I _))I 907. COMPAC"ICN aECJIREO
FOC'INC INSTAL; A WNIWw of RESET SCREW CLAMP
I; 2X � AS GRADE ANV STOP. MINIMUM 3 PLACES
O •I I I:: :x TOP •c RAP, AT V'INIW M � 2x � I--I I � I-I _ MCN-PRESSURE LATERAL LINE
( ► PROVIDE 6'MIN. OF SAND
BEDDING AND SHADDING s
Ic _ I .`- CALSENSE TP-I 314'WASHED - -III b I if I I�. I I= SOL vCH 4 4C SNAKE P:PE IN
-I t J- II
I, I II - - TRANSIENT PROTECTION BOARD CRUSHED . . . . . . . . . . . . . . . . . . . . . .
=i I I_;,I�i I I IiJI couuoL .IRE/coN*ROl AIRES P. AGGREGATE BASE _ _ . . . . . . . . . . . . . . . . . . . . . . . . . I - aRESSURE Suaalr LwE:
♦ • I I=I I_ SAH 40/C- 315 SNAKE
scr •C, PVC C0%Du:' ♦ ♦ • • ► • . ► l7
♦ '•• • • • • ••• ( I - I I1 I I i I-
. IPpE Ih TRENCH
I I1
T20 VOL' NILE w 81017 STEE; E" CONTROL WLR_$ - NI:JNDLE
^ONOur (PER LOCA. CONE; 90• SVf;Ea ELL SCH 40 BRASS NIPPLE • •• • '• ••. •.• - I (-I I ( (- CONTROL WIRE SLEEVE - --1 I II 1 :•
TO POV,RR SIDE Of G91NE1 ('YP.)
1 ENCLOSURE MOUNT SCH 40 BRASS NIPPLE I-III SIZE PER PLAN. INSTALL -'I I AND TAPE Al. Is o C AND
Ah- I ANTENNA PORT EPDXY • ' ADJACENT TO PRESSURE _ •..�. _ -I I INS
AD.,ACENr rp
24' LONG -I -�I I-. _ I- _ I( PRESSURE SJ P.� LAN_
►C- CONT NIE AS R - RESISTANT F,LLEO Lou•_D Cc SDE of I I- 1- PROvIDE B' Wh. DF SAhO
PHO C E ECTRI; SrVCC. FOR SECuRI7- Box INS•ALLATION/fOCAT* -) I I-I . . III- SUPPLY LINE - I I- I �R a
L101-• CONTRC- AS REOUIRE7 PER PCR CIT" AND OA:CENSE REP. RTES: • r
r_ 1. INSTALL CONTROLLER PER M.PRINTED INSTRUCTIONS AND PER LOCAL I-III I I 1=1 LSI B" Tw.
BEDDING ANC SHADOIhG
Z ELECTRIC VEER KR SCE CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR -` _I I I-I - PRESSURE SUPPLY LINE
SEN�SOpNTROLLER W(-XL NO. J PRIOR TO CONSTRUCTION SLEEVE - SIZE TWICE
REFER 10 coN•RpL.ER _ 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN -III-III-I I I DIAMETER OF PRESSURE
R,STALLATIO. STD ' SEQUENCE OF REMOTE CONTROL VALVES SCH!0 PVC 900 SCH 40 BRASS 900 ELL I I,III (-III SUPPLY LINE
SECURITY ;X r - I 3. RUN ONE EXTRA WIRE(COLOR ORANGE)TO FARTHEST RCV ON EACH STREET ELL I I-I I
TIMER REQUIRE-^ PER L_ BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE G'TYP. 1. P1.^,TA;L ANO LOOP CONTROL WIRE A- 90' C-OMCES IN :XWE noH.
PANS FPNISH WIRE AT THE ENCLOSURE PRESSURE SUPPLY SCH 40 BRASS 900
GRADE s cROUNo ROo 4. COAM�AONWIRE TOBE WHITE AND CONTROL WIRE TO BE RED IN COLOR. LINE FITTING STREET ELL NON-PRESSURE LATERAL PRESSJRE SUP-Ly LINE: z 1/2" ANC SMALLER IB" MIN DEPTH
F SCH 40 co"DilLICM7 i I: III S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE LINE SLEEVE • SIZE TWICE
S AND LARGER 2A WN DEPT(+
F01t =''""' Lc"T MIN I I I PRESSURE SUPPLY LINE Ito REBAR STAKE
TSTIOEE .T.NTXIRE 1% 40cCONTROL VALVES. (24'LONG) DIAMETER OF NON-PRESSURE
: - Lout c7ND !. ANT.IANTENNAPORTTOBECONNECTEDTODIGITALTRUNKRADIO LATERAL LINE
(DTR22)AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER
I - -`--'-~` SYSTEM PRIOR TO ACCEPTANCE. 1. ALL SLEEVES T'0 BE SCH.40 PMC.
- 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. NOTE: Z EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
-� -- -7 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
3. ROUTE SLEEVING AROUND HANDICAP RAMPS
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY
STD,NO 120(24"MIN TO 36"MAX DEPTH TO TOP OF PIPE BELOW
STRUCTURAL SECTION)
rw# PEDESTAL MT. CONTROLLER CONTROLLER SUB-ASSEMBLY QUICK COUPLER SHRUBS PIPE SLEEVING PIPE TRENCHING
SCALE. SCALE: SCALE: SCALE: '' SCALE:
1500 PCs SCREEN PERFORMANCE *D SC A PIF
STANDARD&SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS PROJECT: CONCORDIA HOMES TRACT NO. 15866 BY: JAF umis,,,,
�q
MODEL PCS-010 PCS-020 PCS-Oso PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-269 PC 70 STATIC PRESSURE HIGH-146 PSI LOW: 131 PSI a�
'SNAP-TITE'WATERPROOF GPM 0.1 0.2 0.3 0.3 0.6 9.9 1.25 1.75 2.6 J.I SOURCE OF INFORMATION: CARLOS FIMBRES-CCWD W $ '�►
CONNECTOR OR EQUAL FOR COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED
- -- --- -- - - SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT
w
NOW FLOW SENSOR CONNEC 8F 1' 3' S' 8'Nt PHONE NUMBER: (909) 987-2591 J
TIONS. ST 2' 4' 1' 7' 6'It VALVE STATION/GPM: STATION: 8 GPM: 22.0
WIRE SERVICE LOOP LOOP 6T - 3' S' S' 9'It �^s
7-31-0
ENOUGH WIRE TO EXTEND WIRE 6Q 2' 5' 7' 7'
BUNDLE 6' ABOVE GRADE) 10F 6' 5' 6' 10' ITEM:_____ ____ _ P.S1LOSS: sl I - Da
SPLICE BOX COVER WITH 10H 2 6 2 10 111 114
LOCKING TOP ETCHED 'S.B.• 10T 2' 6' 7' 10'! WATER METER SIZE: 1" @ 22 GPM 2.80 0 F C ALAE'
100 r s' a' r PRESSURE REGULATOR SIZE: 11/4" @ 22 GPM 5.50
12F 1olr s' 7' a' 12'Nt REDUCED PRESS. BACKFLOW 11/4" @ 22 GPM 9.50
1270 2' 3' S' r 10 10' GATE VALVES 1 2" @ 22 GPM 1.00
AT QRAnF IN LAWN AREAS 12TT 2' 3' 5' 9' 11' 12'/ VALVE(S):
3' IN PLANTER AREAS 12H 4' 3' 6' 10' 12'+1 12'11 FLOW SENSOR 11/4" 22 GPM 2.50
127 2' 6' 4' 10' 12': MASTER VALVE 11/4" 3 - 22 GPM 1.00
120 6' 12•Lt MAINLINE (CL 315): 2" 610 L.F. @ 22 GPM 2.56
15F - s' 7' 11' 13'! AUTOMATIC VALVE SIZE: 11/4" @ 22 GPM 5.20
T _ 15T0 6' 6' 6' 15•! LATERAL LINE SIZE 3/4" 25 L.F. @ 8 GPM 1.29
15TT 1' 5' 6' B' 12' 15'LF
15H 1' 4' 5' 6' 12' 12' 1.
15 L.F. @ 12 GPM 0.43
15T 3' 4' 6' 12' 151(1 15•/ 11/4" 6 L.F. @ 14 GPM 0.08 DESCRIPTION O F REVISION
12'X 18'GREEN PLASTIC METER 150 2' s' 6' 12' 15'N DATE APPROVED
BOX, CARSON OR EQUAL 15SC) 7' 12X12' 14X14' 20X20' 23X23• IRRIGATION HEAD PRESSURE: 30.00
15CST 4x18' 4X19' 16x 4' 9x34' SYSTEM LOSSES SUBTOTAL: 61.86 CITY o f RANCHO C
15CST - - - - 4X22' 4X29' 4x39' 9X24'
15SST 4x12' 4x24' 4x27' 4X3' 4X40' FITTING LOSSES (5% OF SUBTOTAL): 3.09
15EST 4X14' 4X16' 4X20'
4X18'
5F 3' 4' 1' 2' 3' ELEVATION LOSSES/GAINS (ELEV. x .433) t: (28-00X.433) (-) 12.12
* � � •, ,, 5H-B s• 14' 6• 2' TOTAL SYSTEM LOSSES: 77.07 TRACT 15866
50-e s- 11r 3' ,'
5CST-B T 14' 3' 5'
16F-SLA 5' 4• 14' ,6'/ AVAILABLE PRESSURE (UA 13100 L.M. D. REVERSE FRONTAGE AREAS
16H-su - e' 1' 7" s• 10' 13' 10' (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 53.93
" 100-SLA 6' 2' 5' 3' 12' 16'1 16'11
22F-SS 6' 1' 4' 6' 17' 21'!
22H-SS 4" 1' 3" 5' 12' 16' 12'
220-SS 6" 2' 6' $o' 15' 20'! 224 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN IRRIGATION DETAILS
24 VOLT WIRES. TAPED AND
BUNDLED AT 15 FT INTERVALS /RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. PRESSURE OF 92 PSI. CONTRACTOR TO FIELD ADJUST REGULATOR AS
NOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS, NECESSARY. APPROVED BY . D A T E l3 ��-
2 CU. FT. PEA GRAVEL DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES
CITY ENGINEE RCE No . 24953
24 VOLT SPLICE BOX PCS SCREEN CHART PRESSURE LOSS CALCULATIONS DES(JAF ARCHITERRA DESIGN GROUP !WNDED
LANDSCAPE ARCHITECTURE
.a
SITE PLANNING
TE 106
SCALE: SCALE SCALE: SCALE: DRAWN RANCHO CUCAMONGA,CA10621 CHURCH STREET, 191730 SHEE1
(�)484-2800 FAX (909)484-2802 L-5
CHECKED DRAWING NO.
JAF DATE 7/11/01 RLA N0. 2832 1770-L
ARCHITERRA JOB NO. 0111-5 SHEET OF
PLANTING NOTES:
VINE NOTE: 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT
CONTRACTOR TO PLANT ALL VINES ON LMD WTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
SIDE OF WALL. VINES SHOWN ON BACK SIDE OFVINTAGE DRIVE REINSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
WALL FOR CLARITY ONLY. ///////01 SPECIFICATIONS.
w 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT
REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS.
Z
J 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
/ ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRPREPLACEMENT,AT NO COST TO THE CITY,ANY
EXISTING CRAPE MYRTLES TO REMAIN / DAMAGE OF SAID UNDERGROUND FACILITIES.
% Q 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE
/ , SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS
00 HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY.
% 0 Q S. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
"• „_ .. , INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE
00 S-2 r 0 OF THE CITY PRIOR TO EXCAVATION.
1 O7 � / - B. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND!OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
/ / -j BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION ANDIOR HIS SUB-
FV-1 ��������� ���� ��� �������� ��������� Z1rAF�Z1ez1f1f��zJr1e�� 10 CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS
rS� IMPROVEMENTS TO EXISTING AREA OTHERWISE APPROVED BY THE CITY.
If 29 13 LIMIT OF WORK LINE THE AREA SHOWN IN GREY IS SHOWN FOR REFERENCE 7 QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT
op ONLY. REFER TO VINTAGE HIGHLANDS PLAN REVISIONS
3 / 1 2 1 1 (DR X1066-L). MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
00 S_5 a. WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE
� % ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED.PURSUANT TO CITY STANDARDS
33 AND DETAILS HEREON.
/ < 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
T-1 /
/ XER. REF. 1.7 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND
15 11 / QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REOUIRED
SOIL AMENDMENTS 6'INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT.
j S-3 4 CY.NITROGEN STABILIZED SAWDUST
04 120 LBS GYPSUM
0 6 125 LBS GRO-POWER PLUS
/
XER. REF. 1.61 11. LANDSCAPE AREAS SHALL RECEIVE 4'LAYER OF WOOD CITRUS CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO
S-5 ♦ V-1 PLANTING NEAR HARDSCAPE NOTE EDGES AT GROUNDCOVER AREAS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS
" SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITYS APPROVAL PRIOR
43 _ S-5 $ TO PURCHASE AND PLACEMENT. MULCH IS AVAILABLE FROM.
10 1. TREES AND SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER
SPACING AWAY FROM WALKS.WALLS,CURBS, AND OTHER HARDSCAPE ELEMENTS EARTHWORKS
Z T-1
M ATCH LI N E (EXCEPT FOR ROCKSCAPE) 13510 CITRUS AVENUE
NORCO,CALIFORNIA
(909)538 3321
69 / 15 3 / 2. SHRUBS MAY BE PLANTED CLOSER TO ROCKSCAPE THAN ONE-HALF OF THEIR
• / / / ON-CENTER SPACING, IN ORDER TO ENCOURAGE GROWTH OVER ROCKSCAPE EDGES.
S-5 /
rs1 #43. WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 5'
OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN TWO FEET OF ROCKSCAPE,
53 / PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS XER. REF. 1.1
/ tl / WALKS,WALLS,OR CURBS), BUT WITHIN THEIR NORMAL PLANTING SPACE
REQUIREMENTS. TREES WHICH REQUIRE FOUR FEET OR LESS OF GROWING SPACE MAY XER. REF. 1.2
$-1 00 ♦ S-1 1 j BE PLANTED WITHIN 12"OF ROCKSCAPE,SUBJECT TO THE ABOVE RESTRICTIONS.
112 z BOBCAT CT . 0111"
XER. REF. 1.3 PLANT LEGEND
W : : : SYMBOL
S-3 % S-5 #4 CALL-OUT BOTANIC NAME COMMON SIZE SPACING QUANTITY
12 - 21 NAME
J % / TREES
/ Y
S-1 .�.j / S-1 ' / T-1 Cinnamomum camMora
87 c / ♦ / / XERISCAPE ASSESSMENT SYSTEM SUMMARY Camphor Tree i5 gallon 30'O.C. 1s
T-2 Lagerstroemia indica Crape Myrtle 24"box 20'O.C. 4
/ Tract 15866 watermelon Red'
S-5
/
01
S-1 W / O T-3 Pinus canariensis Canary ISianC Pine 15 gallon 25'O.C. 11
00 REFEREE10 �� �� T-3 POINTS aeheeet#!RReef-0) IMED
/ ` I. LANDSCAPE(Point Value) SHRUBS
/ S-1 / 15 3
S•5 / #4 / 1. Water conserving plants.(20) 20 L-6/1.1 ® S 1 Trachelospermum Jasminoides Star Jasmine 1 gallon T O.C. 1011 2'taN max.,salmon
/ 17 / j flowers
51 00 , rS4 2. Turf limited to 25%(45%residential).(20) 20 L-6/1.2 O S-2 Lantana'Radiation' Radiator Lanta^a 5 gallon 5'O.C. 140
00
S-1 00 S-5 W im. 51 3. Plants grouped by watering need. (10) 10 L-6A.3 Q S-3 Dietes Bicolor NON 5 gallon 4'O.C. 54
55 / > 38 / 4. Hardscape(non-irrigated)surfaces.(10) 10 L-211.4
W / k , r-J a _ S-4 ® S-4 RaMiolepis indica'Pink Lady' Pink Lady In.o,ar�a.ti �.-r'.; 5 gallon 4'O.C. 361
J / v J 5. Permeable paving (5)
/ #0 / S-5 Scaevola'Mauve Clusters' NON gallon T O.C. 387
6. Low-water turf varieties (5)
A A / v-1
3 % '`' 7 C / y - / 7. Mulch provided ni non ground crnrer areas.(5) 5 L-6/1.6 VINES
L , ,t._ .,- / 10
/ S-5 � �� / 8. Sal amendments.(5) 5 L-6/1.7
S-1 , r 24 , / - V-1 Padhenocissus Mcuspidata Boston Ivy 5 gallon 150C. 70
158 O / T-3 / _ 1 W
F- / / z Total Poits nClaimed: 70
I / 1 ,
5 6 T-1 +� i
I i
1001 5 (Minimum Pants Required 60) MULCH NOTE:
/ / 15 1 % XER. REF00
. 1.6
cr ALL PLANTED AREAS TO RECEIVE A 4"THICK LAYER OF RECYCLED ',OCC ; =- r.1 _OH MULCH
j t 1 � S-00 00 i / O AVAILABLE FROM EARTHWORKS.SEE PLANTING NOTES FOR ADDIT ON�,_ NcCz:
j /
S-1 / / 50 01 � k,
23 / ' S-3
S-1 i 9
S-5 /
45 S-3 ' - l; / NOcCAF
i
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OroT-3 / All.k, 32 �.
rum
/ � 17 15 1 )���� / � s'
S-1 /0111" _ _ _ ii_ i _ 2A a s'
/
- r 2
RANS
/ 2300
p4 cc
S2
-
-� _�l ♦ x,41 ¢ SCALE: 1 - 30 F 0 F C IN
CALTRA
S-a ,al, +fir
137 / i 15 1
WA
Y 3p o �r,W �`� ,��rN ►� �` ,►r,"'�
rS5M ATC H LI N EI,�"� All
37 s-3t4, ,� �' DESCRIPTION OF REVISION DATE JAPPROVED
3
CITY of RANCHO CUCAMONGA
y p TRACT 15866
OUTL.M. D. REVERSE FRONTAGE AREAS
E 3p
Underground Service Alert DEER AMp PLANTING PLAN
SYMBOL LEGEND
APPROVED BY : DAT E
Call: TOLL FREE TREES SHRUBS
6-0" 6.0" 6'-6" CITY ENGINEER RCE No. 24593
1 -SOO CALL-OUT DESIGN
ARCHITERRA DEAN GROUP p EKED
20'-0" 28'9" LANDSCAPE ARCHITECTURE
SYMBOL CALL-OUT SITE PLANNING
422-4133 SYMBOL DRAWNSHEET
10621 CHURCH STREET, SUITE tOfi
slzE SECTION/ELEVATION A-A' LML RANCHO CUCAMONGA,CA 91730 L-s
TWO WORKING DAYS BEFORE YOU DIG
(gal./box) QUANTITY QUANTITY (909)484-2800 FAX: (909) 484-2802
N.T.S. CHECKED DR WING N0.
GD/JAF DATE 5111/01 RLA N0. 2832 1770-L
ARCHITERRA JOB NO. 0111-5 SHEET 0F
SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. [ se 9-1 2" x 16" x 1 1'• rectangular box for all electric control \ah es with the adjoining grade. Ibe Contractor shall set in place,cap and inadequacies of c m erage due to Lie\iation% Irom the Drawings,or
e. NSF (National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries = pressure test all piping under paving prior to the paving work. where the s\-stem has been %illfull installed as indicated on the
PART l - GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to
and shall be the maximum size which the controller door will allow. 2. Generally, piping under existing walks is done by jacking, boring,or the attention of the City of Rancho Cucamonga. This test shall he
1.0 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10" x 10-1'4" round box for all quick coupling valves installed hvdraulic driving, but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
1 4. The chart is to be a reduced drawing of the actual installed system. designation, size,applicable I.P.S. schedule and NSF sea) of approval. within on-structure landscaped areas. Carson Industries No. 910-12B and or concrete is necessan, it shall be done and replaced b\- the
A. Scope of Work: Provide all labor,materials,transportation,and sen ices However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase,of work, the entire system shall be
necessary to furnish and install the irrigation System as shown on the drawing is reduced, it shall be enlarged to a size that will be readable C. PVC Non-Pressure lateral Line Piping: sidewalks and or concrete shall be obtained from the Citv of Rancho tested and adjusted to meet site requirements.
Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will he permitted under concrete
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.0 MAINTENANCE.
B. Standards: All work and materials shall comply with governing codes, safety 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the 7
orders, standards,and regulations,and meet the minimum requirements of color shall be used to indicate the arca of coverage for each station. same rate of precipitation with the diameter(or radius) of throw, 3. Refer to City Standard 120 "Trench Repair"when within City streets .A. The entire irrigation system shall be under full automatic operation for a
the Standard Specifications For Public Works Construction (Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and or specified susceptible to traffic loads. period of seven (7) days prior to any planting.
edition. 6. When completed and approved, the chart shall he hermetically PVC Schedule 40 with solvent welded joints. in these special provisions.
sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the
1.0 QUALITY ASSURANCE& REQUIREMENTS mils. 3. Pipe shall be made from NSF approved, Type i,Grade 11 I'V'C 2. Spray heads shalt have a screw adjustment. operation period.
2 compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is
A- Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall he completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies) in such a 3.0 CLEAN-UP
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. g
d excess dirt
an
Clean-up shall be made as each portion of work progresses. Refuse
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1, 2,and 3 of this section (2.01 B),all 4. Riser nipples for all sprinkler heads shall he the same size as the Z. Install NO multiple assemblies in plastic lines. Provide each assembly hall -u removed from the site,all walks and paving shall be Refuse
an or washed
shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and an\- damage sustained on the work of others shall he repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as original condition.
Specifications. calendar days prior to completion of construction, two hard-cover, set forth in section 2.01 B of the Specifications. 5. .All sprinkler heads of the same type shall he the same manufacturer. 3. Install all assemblies specified herein in accordance with respective
three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.0 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
C. Ordinances and Regulations: All local, municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work, perform such work in q
and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A The Contractor shall operate each system in its entirety for the City of Rancho
incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings, use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by
provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification v\\'\\'-P-351. or control wiring shall be Schedule 40 P.\'.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction
these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga.
rules, regulations,or requirements of the same. However,when these b. Catalog and parts sheets on everymaterial and equipment 2. Fittings shall be red brass conforming to Federal Specification #WV1' - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding
Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460 methods shall he as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the
construction of abetter quality,higher standard,or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as
required by the above rules and regulations, the provisions of these d. Complete operating and maintenance instructions on all E Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can coeur.
Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections,the Contractor shall work the metal
1. Pipe: Type K, hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal, shall be used on all 3.1 SITE OBSERVATION SCHFLAT LE
D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded IAC to metal joints. light 0
the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. \\•here threaded I'\'C A. The Contractor shall he responsible for notifying the City of Rancho
1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and how evidence in writing to the City of Rancho connections are required, use threaded P\C adapters into which the Cucamonga in advance for the following ohse•rvation meetings,according to
offsets,fitting, sleeves,etc., which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder, 45%silver, l5%copper, 3. A 1 17 volt duplex box shall be provided with an On Off switch,and a pipe may be solvent welded. the time indicated:
shall carefully investigate the structural and finished conditions rendered. 16%zinc, 24%cadmium, solidus at 1 12S° F,and liquidus at 1 145° F. 1 17 volt receptacle. Metal conduit shall run from the 1 17 volt supply
affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be E Line Clearance: 1. Pre lob Conference- 7 days
such fittings,etc.,as may be required to meet such conditions. E Equipment to be Furnished: F. GateValves: proper) phased.
Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six(6) inches from each 2. Pressure supply line installation- 24 hours
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following toots: 1. Ball Valves(1 i'2"and smaller) 4. A terminal strip shall he provided,clearly indicating the proper other and twelve (I 2) inches from lines of other trades,with the
conflicts between the irrigation system, planting and architectural points of connection of all appropriate wiring (station valves, master exception of the control wire sleeve(s) which shall be installed 3. Lateral line and sprinkler installation - 24 hours
features. a. Two(2) sets of special tools required for removing, a. Ball valves shall be a 125 Ib SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shall not be installed
disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. direct]\-over one another. 4. Automatic controller installation - 24 hours
2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T- -585-70-00 or approved equal. Q Miscellaneous Irrigation Equipment:
furnished and installed whether or not specifically mentioned in the b. Two(2) four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail F. Automatic Controller Assembly: 5. Control wire installation - 24 hours
specifications. C. Two(2) keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous
d. One(1) quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2" and larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing -48 hours
3. The Contractor shall not willfully install the irrigation system as every five (5) or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test-48 hours
obstructions,grade differences,or discrepancies in area dimensions equipped with a 2" operating nut. approved equal.
exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT-RVI'as G. High Voltage Wiring for Automatic Controller: 8. Final observation - 7 days
obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3-.EXECUTION
City of Rancho Cucamonga. In the event this notification is not evidence that the Cit\- has received material must be shown to the C. All Resilient\\'ed e Gate valves shall be installed 1. 120 volt power connection to the automatic controller shall be
g g per detail. B. When observations have been conducted other than the City of Rancho
performed, the Contractor shall assume full responsibility for an\- City of Rancho Cucamonga. 3.0 OBSERVATIONOF SITE CONDITIONS provided by the Contractor. Cucamonga,show evidence in writing of when and b\-whom these
revision necessam. G. Quick Coupling Valves: I observations were made.
1.0 PRODUCT DELIVERY,STORAGE AND HANDL.ING A. All scaled dimensions area approximate. The Contractor shall check and verify
LO SUBMITTALS 4 pp 2. All electrical work shall conform to local codes,cxdinances,and union
1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamon a C. No site observations will commence without "As-Built" record drawings. The
A. Handling of PVC and fittings- The Contractor is cautioned to exercise P.S.I. p R authorities having jurisdiction.
3 g pipe g � working pressure of 150 1 S1prior to proceeding with work under this Section. contractor shall not call for a site visit without "As-Built" record drawings,
A. Material list: care in handling, loading, unloading,and storing PVC pipe and fittings. All N. Remote Control Valves: without completing previously noted corrections,or without preparing the
PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit.
1. The Contractor shall furnish the articles,equipment, materials, or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings.t?m g Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow•
processes specified by name in the Drawings and Specifications. No at any point. .Am• section of pipe that has leen dented or damaged will be
discarded, and if installed, shall be replaced with new piping. his operations or neglect. Check existing utilities drawings for existing utility at least twelve(I 2) inches between adjacent vale boxes. Install each
substitution will be allowed without prior written approval by the p p p g• H. Backflow Prevention Units: locations. remote control valve in a separate valve lox. CONCRETE SPFCiFiCAT10NS
Cit\-of Rancho Cucamonga.
1.0 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall be 1. Flushing of System: PARI'_LGENFBAL
2. Complete material list shall be submitted prior to performing any 5 irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting
work. Material list shall include the manufacturer, model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees, shrubs,and round covers.
and description of all materials and equipment to be used. ,Although equipment or materials listed on the Drawings and Specifications, he may do g 1. After all new sprinkler pipe lines and risers are in place and 1.0 Description
manufacturer and other information may be different, the followingso b\- rovidin the following information to the City of Rancho Cucamonga connected,all necessary diversion work has been completed,and 1
P g g g" 2. K'ye strainers at backflow prevention units shall have a bronzed D. The Contractor shall careful] check all grades to satisfy himself that he may prior to installation of sprinkler heads, the control valves shall be For concrete information refer to the Standard Spec ifications for Public 1Corks
is a guide to proper submittal format: for approval: screwed bcr with 60 mesh monel screen and shall he similar to Bailev safe] proceed before startin work on the irrigation system. Construction (Green Bcx,k: Edition r the City of Rancho Cucamonga). Refer to
p gopened and full head of water used to flush out the s\-stem. pe g
k1006 or approved equal. Sections 4, 201, 303,and 400,as well as an\-other sections related to the installation,
Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. per post installation of concrete work, materials, labor,and clean-up. The
Use a separate sheet of paper for each item to be submitted. 3. All pressure main line n between the int of connection and 3.0 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system pe Ix p-
1 Backflow Preventer Fei+co 82 S-1'-B piping � 2
has been accomplished to the complete satisfaction of the city of Standard Specifications for Public Works Construction is available from:
the backflow preventer shall be installed as required b\- local code. Rancho Cucamonga.
V 2. Provide descriptive catalog literature,performance charts andnow The Contractor shall verify with the local governing body as to A. Physical layout: g
2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. RI Building News
material type and installation procedures prior to start of J. Sprinkler Heads: 3055 Overland Avenue
construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all pressure
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines, routing and location of sprinkler heads. Los Angeles,CA )0034
1. Install the sprinkler heads as designated on the Drawings. Sprinkler (310)
approved. 1. Check Valves: heads to he installed in this work shall be equivalent in all respects 202-7775
4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior �1
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze to installation. to those itemized. 1.0 Scope
Irrigation submittal must he specific and cpmplete. All items must by or rejecting anv submittal item as an approved equal to the equipment and construction with replaceable composition, neoprene,or rubber disc 2
listed and should include solvent, rimer,wire,connectors,valve, materials listed on the Drawin s and S cifirations. B. Water Supply: 2. Spacing of heads shall not exceed the maximum indicated on the furnish and install all concrete work complete as indicated on the drawings or as
P g p and shall meet or exceed Federal Specification \\'\\�-\--511),Class A,
I\ Drawings. In no case shall the spacing exceed the maximum specified, including, but not limited to the following:boxes,etc. No copies of manufacturer's literature(catalog cuts) are Ts.
required as submittal information. 1.0 GUARANTEF 1. The irrigation system shall he connected to water supply point(s) of recommended by the manufacturer.
connection as indicated on the Irawin s A. Furnish and set all reinforcing steel,bolts,and anchors.
6 2. Anti-drain valves shall be of heavy duty virgin PVC construction with g • 3.0 TEMPORARY REPAIRS
3. Equipment or materials installed or furnished without prior appmval ,A. The guarantee for the irrigation system shall be made in accordance with the F.I.P. thread inlet and outlet. Internal parts shall be stainless steel
of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementan Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s) shown on { B. Install all items required tM other trades which are to be cast into concrete.
may he required to remove such materials from the site at his own these Specifications shall he filed with the City prior to acceptance of the drawout from S to 40 feet of head. .Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporan• repairs as necessary to keep the
expense. irrigation system. the\alcon "ADV"or approved equal. caused by actual site conditions. sprinkler system equipment in operating condition. The exercise of this right h\-the C. Concrete mow strips, fcx)tings for walls, fencing, posts, benches,etc.,where
Cit\- shall not relieve the Contractor of his responsibilities under the terms of the applicable.
4. Approval of any item, alternative or substitute indicates only that the B. A copy of the Guarantee form shall he included in the operations and J. Control V\'iring: C. Electrical Supply: guarantee as herein specified.
product or products apparently meet the requirements of the maintenance manual. 1.0 Protection
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.0 EXISTING TREES 3
samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) of connection as indicated on the 5 All finished concrete work shall be barricaded to pedestrian traffic for three(3) days
shall contain the following information: burial copper wire A\\'G-U.F. 600 volt. Control wiring installed in Drawings. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all Barricade shall be placed imediatel after concrete finishing. Contractor shall furnish,
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with A\\'G-T<\• possible care to avoid injury to trees and tree roots. Excavation in areas where two place and remove all of his own barricades. Contractor shall he responsible for am'
liabilit\ under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall he a different color wire for each 2. Connections shall he made at the approximate locations) shown on (2) inch and larger roots occur shall he done by hand. All roots two(2) inches and damage to new construction and replacement or repair of the work shall be made
supplement the guarantee. automatic controller. Common wires shall bewhite with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except direct) in the path of pipe or conduit,shall be tunneled without added cost to the City.
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. under and shall be heavily wrapped with burlap to prevent scarring or excessive
B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in vale manufacturer's specifications and wire chart. in no case shall drying. Where a ditching machine is run close to trees having rcx)ts smaller than two 1.0 Clean-up
accordance with the Drawings and Specifications,ordinan wear and tear,unusual wire size be less than X14. 3.0 INSTALLATION (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand 4
1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or 3 trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall Upon completion of all concrete work and before final acceptance, the Contractor shall
set of blueline ozalid prints which shall be corrected dail\, showing workmanship which ma\- develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall he installed along the A. Trenching: he painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should he remove all techs,surplus materials,apparatus,debris,etc. from the site and the site
every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as ressure su I\-or lateral lines wherever ssible. closed within twenty-four(24) hours:and where this is not possible, the side of the shall be left in a clean, neat condition acceptable to the City.
g g g 1 p 1*a p g g Ia g P pp po
trench adjacent to t t s with --
exact installed 1«ations, sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. V\e shall make such 1. Dig trenches straight and support pipe continuously on bottom of ► he tree hall be kept shaded rth burlap or canvas. p SC A p
purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1) wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow '00. F '.,
This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen (I S) feet. layout indicated on the Drawings and as noted. 3.0 FIELD QUALITY CONTROL klumiv.. q
as a record set. replacements within a reasonable time after receipt of written notice from the City,we 6 a Oe S
authorize the Cit\- to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3) feet of each 2. Provide for a minimum of twenty-four (24) inches cover for all A. Adjustment of the System: $ �.►
irrigation lines installed under avin or hardsca in rr `
2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at eachp" 8 p• g• v � (i
drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of
1. The Contractor shall flush and adjust all sprinkler heads for -
work as actually installed. For example, should a piece of equipment PROJECT: Tract 15866 LMD repair,the vale bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four (24) inches cover for all optimum performance and to prevent ovempra) onto walks, atura
roadways, and buildin s as much as �ssible. 731-02
be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loose) pressure supply lines of three(3) inches or larger in diameter. K * lire Dat
must indicate that equipment has been relocated in a graphic LOCATION': Southeast corner of Milliken and Vintage in trench without stress or stretching wire conductors. `,P 1�-rbc b r
manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen (I 8) inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will �^ °a1e Pte`
irrigation legend. The relocated SiGN'ED supply lines of two and one half(Z 1 2") inches or smaller provide proper and more adequate coverage, the Contractor shall j
g eg equipment and dimensions will 5. All splices shall be made with Scotch-Lok x+3576 Connector Sealing pp F ``FO-
then betransferred to the ori inal record draw•in Ian at the pro r Packs, Rainbird Sna lite wire connectors.,or roved equal. 'stake make such adjustments prior to planting. Adjustments may also 0 F C A
g i B P P pe Ir pp �
time. ADDRESSED: only one splice with each connector sealing track. 5. Provide for a minimum of twelve(I 2) inches for all non-pressure include changes in nozzle sizes and degrees of arc as required.
lines.
3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE 6. Field splices between the automatic controller and electric control
all information from the "record drawing" prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen (I 8) inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be
similar mylar material. Arrangements shall he made through the city PART Z-PRODUCTS Rancho Cucamonga. wiring. accomplished within ten (10) days after notification by the City.
for obtaining said sepia m%lar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades
shall be in waterproof India ink and applied to the molar by a 2.0 MATERIALS K. Automatic Controller. 7. Refer to City Standard 120 "Trench Repair" when within City streets unless otherwise designated on the Drawings.
technical pen made expressly for use on mylar material. Such pen 1 susceptible to traffic loads.
shall be similar to those manufactured by Rapidograph, Kueffel & .A. General: Use only new materials of brands and types noted on drawings, 1. Automatic contmller(s) shall be of size and type shown on the 5. Rain Bird EEB CP-PRS valves will be set per manufacturers
Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure.
readable even on the final controller chart (see Section C). The DESCRIPTION OF REVISION
original mylar"record drawing" plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic contmller(s) shall be approved by the City I. The trenches shall not be backfilled until all required tests are DATE JAPPROVED
performed. Trenches shall be carefully backfilled with the excavated B. Testing of Irrigation System:
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga.
controller chart. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam, sandy 1. The Contractor shall request the presence of the City C I T Y o f RANCHO C
of Rancho
315 3. Unless otherwise noted on the Drawings, the 120 volt electri...l power clay, sand,or other approved materials, free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing.
4. The Contractor shall dimension from two(2) permanent points of to each automatic controller 1«ation is to he furnished by others. The or stones. Backfill shall he mec hanical]y compacted in landscaped
reference, such as building corners,sidewalk edges, road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall he the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting
intersections,etc.,the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips, sunken 2• Test all pressure lines under hydrostatic pressure of 150 pounds per i Q
pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas, humps or other surface irregularities.
square inch and prove watertight. TRACT 1 5866
a. Connection to existingwater lines. 22-70,with an appropriate standard dimension (S.D.R.) (Solvent-weld
Pi 2. A fine ranular material backfill will be initially laced on all lines. Note: Testing of pressure main lines shall occur prior to L.M. D. REVERSE FRONTAGE AREAS
b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on g p' installation of the electric control valves.
c. Gate valves. the Drawings. No foreign matter larger than one-half(1 2) inch in size will be
d. Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1,'2"and smaller shall be P\'C permitted in the initial backfill. 3. All piping under paved areas shall he tested under hydrostatic
along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior
e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City to vin
L Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approrn•ed Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. g• CONSTRUCTION & IRRIGATION SPECIFICATIONS
g• Quick coupling valves. IA'C compound conforming to ASTM resin specification D1785. All vale,
4. Sustain pressure in lines for not less than six (6) hours. If leaks
h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, develop, replace joints and repeat test until entire system is proven
i. Other related equipment as directed by the City of Rancho 21-70 M. Control Valve Boxes: sprinkler heads, lawn, planting,or other construction are necessary, watertight. APPROVED BY : DAT E . i � �-
Cucamonga. the Contractor shall make all required adjustments without cost to the - •
5. PVC solvent-weld fittings shall he Schedule 40, 11-1 NSF approved 1. Use I0" x 10-3%4" round box for all gate valves. Carson Industries City. 5. All hydrostatic tests shall be made only in the presence of the C I T Y E N G I N E E R RCE N o. 24593
S. On or before the date of the final field observation, the Contractor conforming to.ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No i shall
shall deliver the corrected and completed sepias to the City of sleeve shall be P\'C with minimum size of six (6) inches. C. Trenching and Backfill Under Paving: g p DESIGN ARCHIT ERRA DESKN GROUP NDED
p D' be backfilled until it has been observed,tested,and approved in LANDSCAPE ARCHITECTURE
Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings
Contractor of thegresponsibility of f-ami hing required information shall be of type and installation methods prescribed by the 2. Use 9-1%2" x 16" x 11" rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or writing. SITE PUNNING
"n
that ma\- be omitted from the prints. manufacturer. Carson Industries # 1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand (a layer four 10621 CHURCH STREE, SUITE 106
equal (4y inches below the i and six (6 inches above the 6. Furnish necessary force pump and all other test equipment. D RAW N RANCHO CUCAMONGA, CA 91730
pipe ) ' pipe) and SHEET
(909)484-2800 FAx (909)484-2602
C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction, using manual or mechanical L-7
� tamping devices. Trenches for piping shall be compacted ted to equal 7. V\fien the irrigation system is completed, perform a coverage test in
3. Use 6"diameter x 8-3 4" deep round plastic valve box for all quick p g p p g pa the presence of the City of Rancho Cucamonga to determine if the
1. As-builts drawings shall be approved by the City of Rancho a. Manufacturer's name coupling valves. Carson Industries a608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water coverage for planting areas is complete and ad CHECKED DRAWING N0.
b. Nominal i size left in a firm um•ieldin condition. All trenches shall be left flush g p 8 p equate. Furnish
Cucamonga before controller charts are prepared. pipe cover or approved equal. g all materials and perform all work required to correct any tJ/11/O1 1770-L
C. Schedule or class DATE RLA NO. 2832
ARCHITERRA JOB NO. 0111-5 SHEET OF
PLANTING SPF.CiFICA'i'iONS
PART 1-GENERAL PART 2 - EXECUTiON
C. Trees and shrubs shall he growing at a recognized nursery in accordance with 6.0 Responsibility and Coordination:
1.0 Seo of Work
good horticulture practices and shall be of the size and caliper normally 4
f'e' 2.0 Protection: associated with the container size specified on plans. Removal of all tags, .A. Landscape Contractor is responsible for the erection of all signs and barriers
I I veep all plant material delivered to site in a healthy condition for planting. Plants labels, nursery stakes and ties from all plant material prohibited until the required to present intrusion into the treated areas and to notify the public.
Contractor shall provide all materials, labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the landscape Architect or Cite.
necessan for completing all work,as indicated on the drawings, as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hdroseed
implied,or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for
until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application.
1.0 Standards: accepted and will he replaced at Contractor's expense.
2 2.0 Installation: 6.0 tion-Selective Herbicides:
All work and materials shall comply with governing codes, safety orders,standards, 2 f Sizes QLPJants -Shall be as stated on the Plan. Container stock (1-gallon, 5 - 5
and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall he performed by Contractor gallon,and 15-gallon) shall have been grown in containers for at least one(1) Von-selective contact herbicide and or non-selective systemic herbicides(as
For Public Works Construction (Green Book latest edition. and approved by the Landscape Architect and City prior to planting. year, but not over two(Z) years. recommended by the Pest Control Advisor)
1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions -Substitutions for indicated plant material will be permitted 6.0 Selective Herbicides:
shrubs using the following mixture: provided the substitute materials are approved in advance by the Cite,and 6
A. All Contractors performing Site Development work, must be licensed in are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herhic•ides compatible with seed mixtures(As recommended by
accordance with the laws of the State of California. Native,On-Site Soil with rock no greater than 3" in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor)
Gro Power Plus, 5-3-1 15 lbs cy specifications.
B. Contractor shall provide the Landscape Architect and the City with a list of Iron Sulfate 2 lbs cy 6.0 Weed Eradication:
Subcontractors and 'Material Suppliers expected to be employed during the G. Plants Not Approved - Plants not approved are to be removed from site 7
course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) immediateh and replaced with suitable plants. The City reserves the right to
If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in
reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal, spray these areas per Pest
C. Contractor shall obtain and keep in force Public liability and Property After backfilling,construct a 3" earthen berm to form watering basin around each Control Advisor's recommendations.
Damage Insurance,during entire course of the Construction Contract. The plant, to allow thorough water-in and establishment. H. Stake all trees,as per details immediately after planting to prevent wind
amount of insurance shall be determined h City. damage. A. Prior to the installation of the irrigation system remove and clear all weeds
Prior to installation of turf and ground coyer,remove water basins from around trees and deleterious materials from planting areas.
D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. I. Plant trees that are to he located in lawn or ground coyer areas after finish
Landscape Architect and City to give starting and completion dates. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shall also supply the lands(a architect and City with the name grades are first established and allow at least 7 calendar days prior to I" - 2" below the surface of the soil. Physicalh remove all weeds from the site.
pp pe PART-3 -SOIL PREPARATION AND FINJSH GRADING installation of said lawns or ground coyer to provide for thorough watering
and telephone number of the person in charge of the work.
of trees. All planting holes shall be excavated as defined on appropriate
3.0 Scope of Work: of
PARTZJ,gNDSCAPE MAINTENANCE
1.0 Responsihilities and Coordination: 1
4 .A. Provide all materials and equipment,and perform all work necessary for and 4.0 Soil Amendments: 7.0 Scope of 1A'ork:
A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn i 1
required by governing authorities for the work to be performed. areas as shown on plans,as reasonablyimplied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing
specifications. all maintenance requirements as reasonably implied or as delineated in the
B. Existing Conditions: The Contractor shall verify all conditions and specifications including, but not limited to the following:
dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if 4.0 Trees Stakes:
work under this contract. The Contractor shall verifythe location and depth required. !Maintain all plants and planted areas.
of all underground utilities prior to start of work. Tree stakes shall he,lodge pole one tree stakes.See tree staking detail on plans for keep planted areas free of weeds and debris.
C. Cleaning and finish grading of planters areas and planting areas. further information. Prune trees and shrubs.
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred PART-5--_GROUND COYER AND BEDDING_PLANTS Fertilized all plants and planted areas.
for all temporary utilities such as water,electrical power and gas as required 3.0 Topsoil: Irrigation.
by him for the construction of the project. Temporary services shall be 2 5.0 Scope of Work: Insecticide spraying.
coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as 'acceptable'under'Site Grading'specification.
I 7.0 Fertilizers:
D. Survey, Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill, backfill in planters and mounding, Provide all materials and equipment and perform all work neressan for and 2
establishing all surveys, reference points and elevations required h_v him, and shall be sandy textured. Silt plus clay content of this soil shall be no greater incidental to installing all ground coyer and bedding plants,as shown on plans,as A Commercial fertilizers with an analysis of S-3-i�;ro-l'ower Plus,and 12-8-8
shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than 1 reasonably implied,or delineated in the specifications. Gro-Power Controlled Release Nitrogen,as designated herein,or apprcn ed
part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. .available from Gro
5.0 Bedding Plants: <
E Traffic: The Contractor is responsible for all temporan traffic barriers and absorption ratio(SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. Power 1 )0)I
detours required by him for the construction of the project. All temporary In order to ensure conformance, samples of the imported soil shall he 2 3c);_;7}4•
Perennials and Annuals: Provide healthy container grown plants from a recognized
traffic barriers and detours shall conform to all conditions inquired h\ the submitted to an agronomic soils testing lahoraton approved h the project B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and
City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nurser,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner,with the State
to City for approval. Soil test to include analysis and recommendations. Department of Agriculture in compliance with .Article 2 - "Fertilizer Materials,"
1.0 Defective and Unauthorized Work: 5.0 Ground Coyer:
Section 1030 of the.-Agricultural Gude.
5 3.0 Soil Amendments: 3
All work which is determined by inspection to he defective in its construction or Ground Coyer. Provide ground coyer of the species shown on plans. Ground coyer
3 shall be established and well rooted in flats or similar containers. 7.0 General:
deficient in any of the requirements of the plans and specifications, shall he remedied All soil amendments shall he as specified in the Agronomic Suitability Fertility soils 3
or removed,and replaced by the Contractor at his own expense in a manner report furnishers by the ContractorMaintenance shall start immediately after landscape irrigation and planting.
acceptable to the landscape Architect and CAN. 5.0 Mulch:
3.0 Soil Preparation:
1.0 Inspections: Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on A continuous basis as they are installed
6 All work on irrigation system shall he complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance
5.0 Coordination: of total
The Contractor shall arrange for inspections by notifying the lands ape Architect.City appro\al and, fine grading completed, prior to rototilling and prior to soil project. Replace any dead or dying plants as diverted by the landscape
and governing authorities, 24 hours prior to time of inspection, unless otherwise amendment work. 5 Architect and City representative.
noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for
the inspection pertaining to the project scope of work will apple: After rough grades have been established, prepare all lawn and planting areas b} planting. If planting is delayed,keep plant rcxots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain
sheltered location protected from the sun, wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off
tilling or cross ripping to a depth of 1 2". .All rock and debris more than _" in p p g
Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from
Drain lines and Catch Basins. which all rock and debris more than I" in diameter shall be removed. maintenance and equipment and or maintenance personnel, shall be
irrigations (main line pressure, coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restorers to its original condition at no cost to the City. Failure of any part of
Soil Preparation and Finish Gradin Apply , s installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. do repairs
p g• ppl spread,and rototil in all soil amendments as recommended to a depth of 6". g �
Plant Material (deliver &placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written
Substantial Completion Inspection (at completion of landscape5.0 Installation: permission from the City.
p pe p improvements) to 6" the following for each 1,000 square feet of planting area:
- 7 [).A\s. 6
Final Inspection (after maintenance period) - 7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: keep all planted areas free of weeds and debris by cultivating
200 lbs.of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days.
The contractor shall arrange a Preconstruction job conference with the landscape Each plant shall be planted with its proportionate amount of soil so as to minimize
Architect and City a minimum of seven (7) days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall he such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an
bidding purpose, because soil conditions may change drastically from the time these
removing plants from container. approved herbicide program.
1.0 Guaranties: specifications were developed to the time the actual soil conditioning take place.
Regrade planter areas after planting,to restore smooth finish grade and to insure
7 Therefore, the Contractor shall obtain his own soils analysis at a rate of one per even C. Pest Control: Spray all plants and planted areas at beginning of maintenance
.A. Plant Staterials: All trees, shrubs,ground cover: bedding plants and lawn 25,000 square feet of planted area. these soil tests shall be conducted by an proper surface drainage. .A 4" layer of mulch material shall be spread over the entire program and as may become necessary thereafter by an approved method of
shall be guaranteed from date of final acceptance of landscape construction approvers .Agronomic soils testing laboratoryapproved by the project landscape planter area after grade is established. Watering shall begin immediately after pest control, to keep all plants and planted areas free of inserts and disease.
for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching. (Grading shall accommodate the mulch) Method shall be review+cd by the City prior to any applications. Pest Control
job conference. shall include Gopher control.
Trees 24" box do larger 1 year 5.0 Protection: �Np SC A pF ..
Trees 15 gal. &smaller 1 year 3.0 Finish Grading: D. Pruning: Prune all plants as designated and directed by Landscape Architect, Q v 4Vumw �q
Shrubs .All sizes 120 days 5 Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or
Ground Cover 120 daysy .After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessan until the end of the maintenance program. ,
Bedding Plant 120 das planting. .all flow lines shall be maintained and proper tolerances shall he met after $Q
Lawn (sod) 120 days settlement at the end of the project maintenance period. PARTf)--WEED ABATEMENT Remove trash weekly. Edge ground cover to keep in bounds and trim top p C'
lawn (seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate m
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.0 Scope of Work: gophers and moles:repair damage. * ]C31-02 _
Guarantees begin after the project acceptance by City and at the end of the grade change. I
180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART A.-ACCEPTANCE-OF-PROJECT tpJ, on,
all materials which have died within the time span stated above, at no cost 3.0 Coordination: 6n plans,as reasmably implied,and as delineated in the sper•ifications. 7� Q.
and within 5 days from receiving written notice from the Landscape:Architect 6 F FO.
8.0 General: �f C 10A
or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.0 Quality Assurance: I _
period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement 2 Upon completion of installation,a maintenance period of a minimum of 180 days for
Lands<ape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscapers areas is required prior to final acceptance of the work by the City. The
California as a Pest Control Operator and a Pest Control .Advisor in addition to Commencement date for the maintenance period shall commence upon written
B. Construction Materials: The contractor shall guarantee all workmanship and PART 4 -TREES AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector.
materials for all site development,for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and
acceptance of project. 4.0 Scope of Work: B. All materials and methods must conform to Federal.State,and Local establishment.
I Regulations.
1.0 Material and labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The first
8 shown on plans,as reasonably implied and as delineated in the specifications. 6.0 Submittal: after all plantings have been completely installed in order to approve the
Upon completion of the work,the Contractor shall present to the City,signed copies of 3 beginning of the establishment period, and the second at the end of the DESCRIPTION 0 F REVISION
All labor and materials releases for all work performed under Site Development. 4.0 Products establishment period. If plantings are not acceptable at the end of the 180 DATE 1APPROVED
2 day period,due to defective maintenance,then continue establishment until
Prior to the installation of am weed control materials,the landscape Contractor shall I T Y f RANCHO
1.0 Disposal and Clean-up A. Nomenclature mes - Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can he approved. C O C
9 Plant Names"established by the American Joint Committee on Horticulture. submit to the landsape.Architect Coq a list of the weed control materials and
quantities per e-re intended for use in controlling the weed types prevalent and
Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursen is B. At termination of establishment period all plant material shall be live,
expected on the site,as supplied by the Pest Control :Advisor. Pest Control Advisor
soil material), trash and debris generated or encountered during the course of followed, health, undamaged,and free of infestation. Inferior plantings shall be
landscape construction,and 1 alb dos shall furnish the Landscape Contractor and landscape.architect and City data to
pe e•g pose of it. During the course of the work, replaced and brought to a satisfacton condition before final acceptance of
demonstrate the compatibility of the weed control materials and methods with the
remove surplus materials from the site and leave premises in a neat and clean B. Condition - Plants shall he symmetrical,typical for variety and species,sound, intended planting and send varieties present. work will he made. All areas shall be neatly rakers and free of weeds. TRACT SV��
condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous, free from plant disease, insect pests,or their eggs,and shall
completion of work, leaving the premises neat and clean. The site shall be cleaned have healthy, normal root systems,well-filling their container, buy not to the L. M. D. REVERSE FRONTAGE AREAS
upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no
case shall trees be topped.
PLANTING SPECIFICATIONS
APPROVED BY , DATE :
CITY ENGINEER RCE No. 24593
DESIGN ARCHIT ERRA DES16N GROUP ENDED
LANDSCAPE ARCHITECTURE
SITE PLANNING
10621 STREET, 106
DRAWN RANCHO CRUCAMONGA,CH CA(TE 91730
SHEET
(9091 484200 FAX (909)4u-2W2
L-8
CHECKED DRAWING NO.
DATE 5/11/01 RLA NO. 2832 1770-L
ARCHITERRA JOB NO. 0111-5 SHEET OF