HomeMy WebLinkAbout1886-L DEVELOPER
LA D
0API ARICHI
I 1 0 URAL PLA S
a
FOR CITY OF RANCHO CUCAMONGA
ENGINEERING DIVISION
ROCHESTER AVENUE EAST SIDE s/o HIGHLAND AVENUE 10500 CIVIC CENTER DRIVE
I , RANCHO CUCAMONGA, CA. 91730
ROCHESTER AVENUE , EAST & WEST SIDE s/o VINTAGE AVENUE TO 210PHONE (909) 477-2740
CONTACT. KEN FUNG
LANDSCAPE MAINTENANCE DISTRICT NO . 8
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 FOLLOWING
PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE CRITERIA:
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
r CI
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE AREAS E8"WIDE X 6" EIEP NED CONRCRENEDHE DE SNTAlNED SHRUB T-1 TITLE SHEET
CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 0 BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE-
NANCE - 8'WIDE X 6" DEEP CONCRETE HEADERS L-1 CONSTRUCTION PLAN
.. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTE-
vi L 900 wIt"
sw o* "s AV CITY STANDARDS AND THE CURRENT STANDARD NANCE 6"WIDE X 6" DEEP CONCRETE HEADERS L-2 CONSTRUCTION PLAN
♦ cnoo Up ,> vrrFe - s SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE -
6"WIDE X 6" DEEP CONCRETE HEADERS
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR L-3 CONSTRUCTION PLAN
13
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w
WHO SHALL CARRY WORKMAN'S COMPENSATION. PUBLIC MEANDERING SIDEWALK LAYOUT.WHERE SHOWN, IS
730 LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK
- L-4 CONSTRUCTION DETAILS
BY LAW. LAYOUT SHALL BE MADE IN THE FIELD, AD ADJUSTED AS
u F" NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE
t- 1 �_ .� � $ i 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO PUBLIC WORKS INSPECTOR AND PROJECT PLANNER. PRIOR TO
= 29,'' , su+,1
its w 1 ` EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND FINAL CONSTRUCTION, L-5 IRRIGATION PLA N
.W a3 p I ` �S•A �..tA 2& UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO
``'�..�_ r a WORKING DAYS PRIOR TO CONSTRUCTION. 14. PUBLICLY MAINTAINED TREES SHALL BE INSTALLED PER THE
�..--
V4
�` -
—6
cuss FOL L OWING CRITERIA: L IRRIGATION PLA N
6. AT THE CONCLUSION OFROUGH GRADING. AN AGRONOMICPROJECT SITE
ClipL-7 IRRIGATION PLAN
_ �.e-, �,�� REPORT SHALL. BE FURNISHED TO THE CITY INSPECTOR, PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
-�.a - AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN
,�•-g Y Asrfw ARAVAH - arm ACCF SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY
INSPECTORL-8 IRRIGATION DETAILS
a ...ir. ( ___ _ .- _ ON THE PLANS. . ANY UNUSUAL TOXICITIES OR NUTRIENT
-- — DE FICIFNCIES MAY REQUIRE BACKFILL 501E AMENDMENTS. AS�4L-9 PLANTING PLAN
T �; �" !
AND AY "° 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED DETERMINED BY THE CITY INSPECTOR.
t ``r. y d uz sv �.= i WITHIN THE R.O.W UNI FSS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND
�, STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE ACCEPTANCE BY THE ENGINEERING DIVISION. L-1 O PLANTING PLAN
i /SMO!` �•i3 fi c < u s CITY ENGINEER. PUB[IC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT
V n '`P` �4r s ; PLANS ONl Y.
i ".' b ,�" : �tsu Sr 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE PLANTING PLAN
g# � _ �_ � �'� � ry = � Pt�. r ETI �
V1CT; `ter •' ice- pr, FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
�s r Anu a HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. L-12 PLANTING DETAILS
p�q" 31
k roan Ct utiEA� LAFM RA SIS FT
vAaK> u� €°` f. �. 2 818 969-7911 A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST.
Cl9QiA sr VSCTORSA ( )
9. UPON COMPLETION W i,•, 33 ON OF INSTALLATION, AN ESTABLISHMENT JAMES FREI
F wf PERIOD SHALL COMMENCE,L
,N .g _ __ ._-___ __ E. ANDUPQNWRITTENVERIFICATION L-1 3 CONSTRUCTION SPECIFICATIONS
t k 33 - FROM THE INSPECTOR THAT ESTABLISHMENT IS_34 B. GENERAL TELEPHONE (800)483 3000
{ , , Ott . • '•Y ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD (8�0)427 2200 L-14 IRRIGATION & PLANTING SPECIFICATIONS
£ ,�,,, « p� s..s (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE C. SOUTHERN CALIFORNIA GAS COMPANY
� F � z s a" """ ` ""s SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,
: { ,..►.;.a„ Dur '<
_ ta _ t; •. . o >« - ,�:6- FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH,AND D. CUCAMONGA COUNTY WATER DISTRICT O 967-2591
s 3 _
" z .�
s r WITH CITY COUNCIL ACCEPTANCE E OF THE IMPROVEMENTS. 9641 SAN BERNARDINO ROAD
s. �. -,• _ TIN'Is.� -
,�« MAINTENANCE SHALL INC
ti LUDE MOWING, WEEDING, IRRIGATION. RANCHO CUCAMONGA, CA 91730
PRUNING. RAISING TREE ROOT BALLS WHICH SETTLE BELOW 909 593-7474
y
GRADE. FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE E. METROPOLITAN WATER DISTRICT ( }
rErtRq L, � ,' �• SEF E, 3NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE
DAY '� ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING, AND F. COMCAST (909}983 9895
ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN DUPONT ST.
6
y 5 GOOD WORKING ORDER WITH PROPER COVERAGE. REQUIRED (PORTION OF RED HILL)
e�..L�C�w yS[KNR'•S R
d. may,�>.]]�.� � )6H.: ]4" .T,b,s,.K h
�° s`II' " a•m ''^' ,� 92 t PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ONTARIO. CA 91762
Lic v rtrnanw u a n•�.,
to--us-1a soul., R
11 i >�ll 9VLLA s 24O
nFuaa:+ 8 •
` 0 3.tz Z
,• « , J"°"° "-�• _ 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION (800)566-2757
S, �° PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD. #120
N.T.S. RECOMMENDATION. RANCHO CUCAMONGA, CA 91730
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (900)655-4555
DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE.
MAINTENANCE RESPONSIBILITY MAP 760-438-0525. FONTANA, CA 92336 CONSULTANTS
� t
L A N D S C A P E
t I ' DISRUPTION OF EXISTING IRRIGATION/ LANDSCAPE: ARCH I T E C T U RE
I � t
THIS PROJECT IS CONNECTED TO OR WILL DISRUPT, AN EXISTING CITY-MAINTAINED LANDSCAPED AND IRRIGATED SITE PLANNING
AREA. PRIOR TO ANY NEW CONStRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE CONDITION OF
t SEE SHEETS L-1 , L-5, EXISTING AREAS SHALL OCCUR WITH THE CONTRACTOR CITY INSPECTOR, AND A CITY MAINTENANCE
REPRESEt & L-9 RESPONSIBLE TOR MAINTENANCE OF TIVE. AFTER THIS HE MEETING,
NG LANDSCAPE AT THE R OFAND SHALTHE NEWLNMAINfiA NORK EALO� AREA CSHOAR NGT R SHALL 6 SAME 10621 Church Street
CONTROLLER AND/OR METER UNTIL THE MAINTENANCE PERIOII) FOR THE NEW CONSTRUCTION INDICATED ON Suite 106
THESE PLANS IS COMPLETE (AS DIRECTED BY THE CITY INSPECTOR). _ Rancho Cucamonga
j I t A FOLLOW-UP INSPECTION OF BOTH NEW AND EXISTING AREAS IS REQUIRED PRIOR TO THE CITY'S ACCEPTANCE OF CA 91730
I� THE NEW AREA. THE EXISTING IRRIGATION SYSTEM SHALL BE ADJUSTED AS NEEDED TO ADEQUATELY WATER THE
i I I t ALTERED AREAS. AND ANY DAMAGED PLANTINGS REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 909) 484-PBOO
i ! t ACCESS TO THE EXISTING IRRIGATION CONTROLLER CABINET WILL NOT BE ALLOWED WITHOUT THE CONSENT OF. FaX f909) 484-2802
I % AND SUPERVISION BY THE CITY. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE MAINTENANCE !I
I DEPARTMENT FOR CABINET ACCESS. CABINET ACCESS MAY BE PROVIDED BY CITY MAINTENANCE DEPARTMENT r;
t l,'
LANDSCAPE MAINTENANCE AREA BETWEEN THE HOURS OF 7 A.M AND 3 P.M., M-TH. Richard Krumwiede
CA Lic #2634 A7 Lic If 29115
NV Lic st 449
LANDSCAPE QUANTITIES
r G t ROCHESTER AVENUE QTY. SIZE ROCHESTER AVENUE EAST SIDE BETWEEN QTY. SIZECiJCAA/10
t (SOUTH OF HIGHLAND) VINTAGE 0
AVENUE AND 210 FREEWAY)
SEE SHEETS L-2, L-6, TREES TREES
! & L-10 Brachychiton populneus Bottle Tree 5 Per Plan Brachychiton populneus Bottle Tree 12 Per Plan
• ? ! t Rhus lancea African Sumac 6 Per Plan Rhus lancea African Sumac 17 Per Plan DESCRIPTION O F REVISION DATE APPRDVE D
�l t
y I Pinus canariensis Cana Island Pine 0 Per Plan Pinus canariensis Cana Island Pine 4 Per Plan
t Canary Canary
` t SHRUB AREA 2'003 SQ. Ff. SHRUB AREA 6.464 S0. FT. CITY of RANCHO CUCAMONGA
t
t
t COBBLESTONE AREA 919 SQ. FT. COBBLESTONE AREA 3.358 SQ. FT. 4.4 v O
II'I t SIDEWALK AREA 2.416 SQ. FT. SIDEWALK AREA 4.415 SQ. FT. LANDSCAPE IMPROVEMENTS
TOTAL AREA 5,338 SO.FT, TOTAL AREA 14,237 SQ, FT. ROCHESTER AVENUE s/o HIGHLAND
4. TOTAL ACRE .12 AC TOTAL ACRE .33 AC.
ROCHESTER AVENUE s/o VINTAGE
ROCHESTER AVENUE WEST SIDE (BETWEEN OTY. SIZE U
LONE PEAK DRIVE AND FREEWAY 210
TITLE SHEET
� i t _
rIlia ; t TREES AF441C1/EU HY DA 1 L / 4�
4°
Brachychiton populneus Bottle Tree 11 Per Plan
SEE SHEETS L-3, L-6, ND SC APF CITY ENGINEER 0 RCE No. 24953
&
I�x t Rhus lancea African Sumac 11 Per Plan „ q ENGINEER ..,l,
Kr
1 t L-11 m w'6a 9�, ARCHIL E RRA DE`�'(GN GROUP
Pinus canariensis Canary Island Pine 10 Per Plan = �� DESIGN 3 LANDSCAPE ARCHITECTURE
EF�
i ^' SITE PLANNING
_ w c�
SHRUB AREA 10.361 SQ.FT. 10621 CHURCH STREET, SUITE 106
i r J �, [)F AWN RANCHO CUCAMONGA,CA 91730 S1 I[ I j -
1 t z COBBLESTONE AREA 5,599 SQ.FT. * �_ :� - *� ,JD❑ (909) 484-2800 FAX: (909)484-2802
i t SIDEWALK AREA 3,049 SQ. FT.
�a.
- - _ N.T.S. TOTAL AREA 19,009 SO.FT. �qr o KLD UFS WING NO.
TOTAL ACRE .44 AC. F 0 F C A%-\� GFiLCRWK 1 1 /8/02
�_ DATE RLA No. 2834
AUG No. UPUL)-5A,5E3 SHE L I -I Uf 1(�--
CONSTRUCTION NOTES
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN
OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
LIMIT OF WORK 2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS
1 SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.
3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN
VINTAGE AVE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
15 CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
1 3 _ - - - - - - 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION
- - — - - - - _ - - - PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION
. -
25 . - 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH
CONSTRUCTION OPERATIONS AS SHOWN.
- \ 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP
TRANSITIONS.
8. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE.
13 ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
1 EXISTING LANDSCAPE 10 REMAIN. 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE
BCR I `fir CONTRACTOR TO PROTECT IN PLACE. PRECEDENCE.
- I ( 10.
1 i � ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
`P i pA 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK:
END EXISTING SIDEWALK EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303, AND 400, AS WELL AS ANY OTHER SECTIONS
BEGIN NEW SIDWALK RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK. MATERIALS, LABOR, AND CLEAN-UP.
+36"
+24" 4
1 0
z I 8' 7 CONSTRUCTION LEGEND
Q
11.1 1 EXISTING PERIMETER WALUFENCE TO REMAIN - PROTECT IN PLACE.
Q 2 PROPOSED CITY SIDEWALK PER CITY STANDARD DETAIL NO. 103 w/SCORE JOINTS & EXPANSION JOINTS.
U) 1 14 f
06-0 PA 3 EXISTING ACCESSIBILITY RAMP.
LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A & B
2 6'-0 (CITY STANDARD DETAIL NO. 542), SHEET L-4. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
O O COBBLE PAVING PER DETAIL B (CITY STANDARD DETAIL NO. 542), SHEET L-4.
LL i 1
1 8 T 3" +36' O 6" CONCRETE HEADER PER DETAILS B & C (CITY STANDARD DETAIL NO. 534 & 542). SHEET L-4.
+24"
W +36 6 7 SLOPES PER CIVIL ENGINEER'S PLANS.
8 PROPOSED CURB AND GUTTER PER CITY STANDARDS.
i
9 EXISTING STREET LIGHT.
} I o
1 +361
" 10 EXISTING FIRE HYDRANT.
m I 10'-3"
U) I W 11 EXISTING CATCH BASIN PER CITY STANDARDS, PROTECT IN PLACE.
o PFS" ,
Q
_ 10 6" ' 12 EXISTING IN GROUND UTILITIES BOX. (RAISE TO GRADE)
J
13 EXISTING UTILITIES.
i 10'-0" ' 14 RELOCATED TRAFFIC SIGN-
S,
W 15 EXISTING CITY SIDEWALK TO REMAIN - PROTECT IN PLACE.
16 RELOCATED STREET LIGHT.
/�� I +24 T 16 +36"
W V J 17
LLI EXISTING SEWER MANHOLE - PROTECT IN PLACE.
' f i 18 EXISTING RETAINING WALL TO REMAIN - PROTECT IN PLACE.
co PA
19 EXISTING TRAFFIC SIGN - PROTECT IN PLACE.
v I 20 12" WIDE EXISTING DRAIN SWALE PROTECT IN PLACE.
1 O I +36"
q +24" 4 21 T WIDE COBBLE SWALE ADJACENT TO HEADWALL. JOIN TO EXISTING
Io CONCRETE SWALE PARALLEL TO PERIMETER IN PLACE.
22 EXISTING CONCRETE WALL TO REMAIN - PROTECT IN PLACE.
1 1 5 23 UNDER SIDEWALK DRAIN PER CITY STANDARD DETAIL.
8 24 DRAIN OPENING IN WALL TO REMAIN.
25 EXISTING CURB AND GUTTER.
t - p+36" 7 26 EXISTING MORTARED ROCK TO REMAIN - PROTECT IN PLACE.
' 27 F
12 T-0EXISTING TREE/ ROO A TB LL TO BE REMOVED AND DISPOSED OF O F SITE.
1 -
i I 6 28 EXISTING DRIVE APPROACH.
PA
o ,
5-0`4'
iI PA,r +24
I a' 61�4
� I
SHEET KEY MAP
2
PA --------
VNTRC
TYPICAL EXISTING UTILITY NOTES
7)
CONTRACTOR TO RAISE ALL EXISTING UTILITY +24" I t
BOXESNAULTS TO FORM A SMOOTH TRANSITION 1 9CL I
WITH SIDEWALK OR COBBLE AREA. } +
- 6-�I�+18"
.41
1 1
T
ng
C> PA
END EXISTING SIDEW
5' �� BEGIN NEW SIDWALK I
DESCRIPTION OF REVISION
+36„ DATE APPROVED
I ECR ; CITY f RANCHO o CUCAMONGA
15 SIDEWALK LEGEND — LANDSCAPE I M P ROV E M E NTS
NEW PROPOSED SIDEWALK
ROCHESTER AVENUE EAST SIDE BETWEEN
Y LONE PEAK DR. & VINTAGE AVE.
i -
i 15 3 EXISTING SIDEWALK TO REMAIN - PROTECT IN PLACE
Underground Service Alert ; . - CONSTRUCTION PLAN
9 25 — — — — — — I' SCALE: 1" 20'
-- — — — — — — — — > >
' AF F i=�OVEU BY; C)Al E
Call: TOLL FREE � N9 S� a PF
+ PLAN CROSS REFERENCES a
I I �� � KrUmt.y;Pa 9c CITY ENGINEER � �Gtit RCE No. 24953
�a �� DESIGN ARCHIL ERRA sicary c����uF' RE M D
1 -800 � � y � �i � _ FOR NOTES AND LEGENDS, SEE THIS SHEET j MSS LANDSCAPE P�ncinHiiNccTVF:E
MAT 10621 CHURCH STREET, SUITE 106
422-4133 LONE PEAK DR CHLINE SEE SHEET L-2 FOR DETAILS, SEE SHEET L-4 �® I y, DRAWN SE IEE 1
FOR SPECIFICATIONS, a RANCHO CUCAMONGA,FAX: ( 0 CA 91730 L—
SEE SHEET L-13 - � MSS (909) 484-2800 FAX: (909)
484-2802
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-5 4r �3
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 N 7 s - - �qr � oQ�\
o F C � CHE_C,KE U REVISED: 3/11 /03 DF-�AWI GNU.
JAF DATE 11 /8/02 RLA N0. 2832
AUG N0.
CONSTRUCTION NOTES
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN
OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS
SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.
3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION
PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH
CONSTRUCTION OPERATIONS AS SHOWN.
5 4'-0" PA w I 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP
TRANSITIONS.
J 6
64" 8. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE
9 < L ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
+18" „ b 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE
MATCHLINE SEE BELOW RIGHT 6 -_ PRECEDENCE.
I 3 +36' o \ 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
+36" gra„ ; t
— M - �n 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK:
o j W - EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303, AND 400, AS WELL AS ANY OTHER SECTIONS
I o IPA 18 4 I i w RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK. MATERIALS, LABOR, AND CLEAN-UP.
12'-3" 4'-3" _ - ---
PA
7 -
o>
' 6'-0' r ,
10'-9"; 8'3" 13 +36 pillN
Q
+36" , 5'°' +t8 , � O CONSTRUCTION LEGEND
� 25 -
PA -0, q 4'-3" MATCHLINE SEE SHEET L-1 1 EXISTING PERIMETER WALUFENCE TO REMAIN - PROTECT IN PLACE-
4 �� � t � PA 5 24" �-s-rrr-:__w-rr r r-r•w-m m 1r_1w__1w_w 0 0 a m m 0 w w m m a 0
11'3" 4'9' 19 15 i j 2 PROPOSED CITY SIDEWALK PER CITY STANDARD DETAIL NO. 103 w/SCORE JOINTS & EXPANSION JOINTS.
1 g ° LONE PEAK DR
.g 5 3 EXISTING ACCESSIBILITY RAMP.
1 4
6. g.. O LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A & B
1 +36' 15 , (CITY STANDARD DETAIL NO. 542), SHEET L-4. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
7-p", co
+2a" _ +2a" , � 5O COBBLE PAVING PER DETAIL B (CITY STANDARD DETAIL NO. 542), SHEET L-4.
15'-0"
r 25 +36 2'-
PA
3 O 6" CONCRETE HEADER PER DETAILS B& C (CITY STANDARD DETAIL NO. 534 & 542), SHEET L-4.
+36" +241
8'-0' +18" f +18"d
18'-3- ' +36" 6; +18" ' +24" 5 O SLOPES PER CIVIL ENGINEER'S PLANS.
\w Tf" ' =o 6 8 PROPOSED CURB AND GUTTER PER CITY STANDARDS.
13'-3" 'X9'-6" o / 6 25 : BCR 7'-6" , 9 EXISTING STREET LIGHT.
4
- I I 10 EXISTING FIRE HYDRANT.
I
6 i 14'-0" 10'-3" 4'-3" -- 5 - � - 15 � ___
;18" 11 EXISTING CATCH BASIN PER CITY STANDARDS, PROTECT IN PLACE.
-24 PA
+24" 9 N w I PA 7 PA +36" 12 EXISTING IN GROUND UTILITIES BOX. (RAISE TO GRADE)
-- _
T-9` 91 24 cli
i -18' ! 9 15 13 EXISTING UTILITIES.
rn I
-r I PA 14 RELOCATED TRAFFIC SIGN.
-
16'-3" 8'-3 10'-3" c? I o 3"� 6' 3" 6 4
5 W 4 -- 15 EXISTING CITY SIDEWALK TO REMAIN PROTECT IN PLACE.
'36 0 16 RELOCATED STREET LIGHT.
1
+3s" �'. O 6'f>" 1 1 1 17 EXISTING SEWER MANHOLE- PROTECT IN PLACE.
+2C_j4"
4 18'-0" 16'-0" I 4 +18" -6' 18 EXISTING RETAINING WALL TO REMAIN PROTECT IN PLACE.
I, PA 1 1
10 6'-6'. I PA 19 EXISTING TRAFFIC SIGN - PROTECT IN PLACE.
+36" 19'6" 12'-0" i q+36.
f q'-0 25
-0" 20 12" WIDE EXISTING DRAIN SWALE PROTECT IN PLACE.
+18' 6
20 0' ", I PA
I +2a"� ;( I 1 -3 � 2t 3'WIDE COBBLE SWALE ADJACENT TO HEADWALL. JOIN TO EXISTING
' 19'-0" 11'-0" 5 5 6-T -0, CONCRETE SWALE PARALLEL TO PERIMETER IN PLACE.
PA 18 7'4�
, T-3'`' 20 0 18 22 EXISTING CONCRETE WALL TO REMAIN - PROTECT IN PLACE.
17'-3" 13'-0" f g' 23 UNDER SIDEWALK DRAIN PER CITY STANDARD DETAIL.
I
- PA +36
+24' 18
PA I i 7'-0" ' T-6" I 1 1 +24" 24 DRAIN OPENING IN WALL TO REMAIN.
15'-0" "9'-0" ,9'9" i io I I -18"
25 EXISTING CURB AND GUTTER.
• ' ."+24" +18 ! 6-0ok,�7- f MATCHLINE SEE ABOV LEFT 26 EXISTING MORTARED ROCK TO REMAIN - PROTECT IN PLACE.
n- - +36' I
1 13'-0" 9'-0" 6'-6" 10'-3° 6 I I 27 EXISTING TREE/ ROOT13ALL TO BE REMOVED AND DISPOSED OF OFF SITE.
O
+24'
10'0" 28 EXISTING DRIVE APPROACH.
/ / O
I
6� f
i PA.
f 11'4, 11'-0" f 71-T ' 17'-6"
7 ch !
+24" I +18"
T-0
+18" 13'-3" 11'9" 8'_y',_ 16-6" 1 = +24PA PA"
15-6" 11'-0" �• 20'-0"
36' 1 ao
+,8'�,,�+24"
+ _ SHEET KEY MAP
O.
-------------- -----------
�,A,+
-18" i o \\\\\\
PA 27-6" -
� 22
i --- o - 25 ; !
+24' 0 a 23
I
I I LL I�
1 D E S C R I P 1- 10 N OF REVISION DATE APPROVED
LIMIT OF WORK r
.............. CITY of RANCHO CUCAMONGA
f
SIDEWALK LEGEND
LANDSCAPE IMPROVEMENTS
- = ROCHESTER AVENUE EAST & WEST
NEW PROPOSED SIDEWALK SIDE NORTH OF 210 FREEWAY
i
❑ EXISTING SIDEWALK TO REMAIN - PROTECT IN PLACE � _�! � ,.I CONSTRUCTION PLAN
Underground Service Alert - _
9 SCALE. 1 - 20
APPROVED EKY. DAA E
N O S C ,q p '-J
I] I i f
• Call: TOLL FREE ��
q RCE N 24 `�
�m CITY ENGINEE
C o. 95
. � PLAN CROSS REFERENCES 1 �o w,� 9�
a DESIGN ' ARc�ii E HRA _SIGN �HOUP
_ RE ED
�u m m MSS LANDSCAPE ARCHIL E Cl URE
y v w n i SITE PLANNING
1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET _ _
NtoI W i '! 10621 CHURCH STREET, SUITE 106
FOR DETAILS, SEE SHEET L-4 , sl �, DRAWN RANCHO CUCAMONGA, CA 91730
422-4133 FOR SPECIFICATIONS, SEE SHEET L-13 * Wic * (909) 484-2800 FAX: (909) 484-2802 L.-2
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 MSS
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10 , - qr
0
\O F C a��F CHECKED REVISED: 3/11 /03 DFS I G Nu.
— i _ _ JAF
N _ __ 1 1 /B/02
DATE RLA NO. 2832 _
ADG No. UPCkJ-5A,5B Sf 1EE_1 !�.l OF
CONSTRUCTION NOTES
I
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN
OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
1 2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS
SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.
3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
t
5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION
PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH
CONSTRUCTION OPERATIONS AS SHOWN.
HIGHLAND AVE 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG. SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP
TRANSITIONS.
9 5 4 8. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS. AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE,
I ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
3 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE
PRECEDENCE.
10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
+36"
4 – • • 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK:
24" • • EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303, AND 400, AS WELL AS ANY OTHER SECTIONS
• • RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP.
+18 �a •
• 1
�v
' 6 '•• ••' 27 EXISTING TREE TO CONSTRUCTION LEGEND
-24" BE REMOVED
1 EXISTING PERIMETER WALUFENCE TO REMAIN - PROTECT IN PLACE.
— 4 2 PROPOSED CITY SIDEWALK PER CITY STANDARD DETAIL NO. 103 w/SCORE JOINTS & EXPANSION JOINTS,
I
13 3 EXISTING ACCESSIBILITY RAMP.
/ - 4 LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A & B
5 12 (CITY STANDARD DETAIL NO. 542), SHEET L-4. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
PA 7 O COBBLE PAVING PER DETAIL B (CITY STANDARD DETAIL NO. 542), SHEET L-4.
fr O 6"CONCRETE HEADER PER DETAILS B& C (CITY STANDARD DETAIL NO. 534 & 542), SHEET L-4.
w 0—�
i F6 7 SLOPES PER CIVIL ENGINEER'S PLANS.
-`11f 4 8 PROPOSED CURB AND GUTTER PER CITY STANDARDS.
f I R
9 EXISTING STREET LIGHT.
Q ` ;24" 26 EXISTING MORTARED ROCK SLOPE ADJACENT TO 10 EXISTING FIRE HYDRANT.
I
DETENTION BASIN - REFER TO PLANTING PLAN.
U F 11 EXISTING CATCH BASIN PER CITY STANDARDS, PROTECT IN PLACE.
25 •. f
O1 12 EXISTING IN GROUND UTILITIES BOX. (RAISE TO GRADE)
15
13 EXISTING UTILITIES.
i
14 RELOCATED TRAFFIC SIGN.
PA 15 EXISTING CITY SIDEWALK TO REMAIN - PROTECT IN PLACE.
16 RELOCATED STREET LIGHT.
5 17 EXISTING SEWER MANHOLE, PROTECT IN PLACE.
18 EXISTING RETAINING WALL TO REMAIN - PROTECT IN PLACE.
I r-�
19 EXISTING TRAFFIC SIGN - PROTECT IN PLACE.
19
Z59s ) 20 12" WIDE EXISTING DRAIN SWALE PROTECT IN PLACE.
I +18" 21 3'WIDE COBBLE SWALE ADJACENT TO HEADWALL. JOIN TO EXISTING
t
CONCRETE SWALE PARALLEL TO PERIMETER IN PLACE.
24"
7 22 EXISTING CONCRETE WALL TO REMAIN PROTECT IN PLACE.
6 j 23 UNDER SIDEWALK DRAIN PER CITY STANDARD DETAIL.
I
24 DRAIN OPENING IN WALL TO REMAIN.
=. 25 EXISTING CURB AND GUTTER.
26 EXISTING MORTARED ROCK TO REMAIN - PROTECT IN PLACE.
1 27 EXISTING TREE /ROOTBALL TO BE REMOVED AND DISPOSED OF OFF SITE.
PA 28 EXISTING DRIVE APPROACH.
5 9 TYPICAL EXISTING UTILITY NOTE:
CONTRACTOR TO RAISE ALL EXISTING UTILITY
BOXES/VAULTS AND SIGNAGE TO FORM A SMOOTH (1�
12 TRANSITION WITH SIDEWALK OR COBBLE AREA. ;-ti
6 c
+24"
6
15 6
PA 26 _ – -- —
F
1
HIG Hf AND AVF - -
.,
_ E
F
I 28
+18" ALIGN— uj I SCALE: 1 20' DESCRIPTION OF REVISION
>1 I DATE APPROVE D
Cr
' CITY of RANCHO CUCAMONGA
i1
I I 1 LANDSCAPE IMPROVEMENTS
4
4 SIDEWALK LEGEND 1 ROCHESTER AVENUE EAST SIDE SOUTH OF
k NEW PROPOSED SIDEWALK I 1 HIGHLAND AVENUE
i
ALIGN
t18" 1 i
CONSTRUCTION PLAN
Underground Service Alert i EXISTING TO REMAIN SIDEWALK PROTECT IN PLACE I i
i 26 EXISTING MORTARED ROCK SLOPE ADJACENT TO
PA "` DETENTION BASIN REFER TO PLANTING PLAN. 1 I 01111- ,
p S C�P,& AF'F'F�QVEEKY; [) � E: o�NPLAN CROSS REFERENCES ail: TOLL FREE �� Y.TU .* CITY ENGINEE - RCE No. 24953
- f
i
NN `' a e y DESIGN � A F i C H I l E f3 RA D E` I G N G R O U F' RE )E E)
1 _800 LIMIT OF WORK FOR NOTES AND LEGENDS, SEE THIS SHEET �^ MSS LANDSCAPE IlECTURL
J�' 4' �' SITE PLANNLANNING
FOR DETAILS, SEE SHEET L-4 10621 CHUCH
TE
422-4133 FOR SPECIFICATIONS, SEE SHEET L-13 __j DHAWN ,RANCHO c CAMONGA,CA191710630 vF IL E I
® -z� r5 - -__ '* M (909)484-2800 FAX: (909)484-2802 L-3
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-7 s% 4-17 )a SS
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-11 NJS 4peFoQ CHF CKED JAF REVISED: 3/11 /03 DHA NO.
F- 0.0DATE 11 /8/02 RLA N0. 2832 Zib fft&—
AUG No, UPUIH 5A,513
6 PCC MDW CURB CASE 1
PER CITY STD 534 MORTAR TOOL MORTAR JOINTS SIDEWALK
4 t. TO ACCENT COBB[F OR CONCRFTF
COBBLESTONE HEADER
MORTAR EVEN
• - KURD
6'MIN '
CURB v
� r ANC'WALK
MINI!FRNEIRFD
A r, I E
UNpERNCAn,r Rf.'FS7 ON
_ 24 BOULDER
CASE2 (LOCATE PFR PLAN) 3'MIN SOIL DEPTH AT
1 sloEwaL K OR CURB EDGE OF COBOL CONCRETE HEADER-112'RADIUS
COS&FSTONF V EXPOSEtl EITGES S FINISI,PER PLAN
1'IN LAWN INSTALL AT,RADE LEVEL AT SWAIE
END CONDITION 2 IN REr ^'^.R0SSIN,S'
6"on R"
L2"RAD, �'� MINIMUMEE NOTE
FINISH GRADE
' � � ;oNCRLTEaEu
Nrl ,
CA$E3MORTARED STONES.1ALEDEPTH
. 3 RE-BAR OONTINUOUS
I F�
1'MAX JNLESc rTHERwISE INSTRUCTE[1T
I d.
(7 COBBLESTONE. -CONCRETE CURB
. 4 CONCRETE BEC, W 13 BAR
BENEATH COBBLE
z
g SEE ABOVE DETAIL
CURBS GUTTER FOR END CONLNTION
2'MIN.'4 MAX RAD _
•�
4 2 3
6'PCC MOW CURB PER P A
Cil,SII 534
LEGEND:
3'MINtMAX RAC
1 BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S NOTES s1DEwAl K HARDSCAPE NOTES
DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE 1 PROVIDE SCORE JOINTS AT 10'-0.0 C AND vs'EXPANSION
PAVING. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT t CONCRETE CUSS SMID 2W JOIN AT RIGHT ANGLES(TY'P I JOINTS AT 20'-0'0 C
LOCATIONS PRIOR TO INSTALLATION 2 ROCK SIZES UNLFSSOTHFRVdISESPECTFIED SHALL BE 2 B'wiDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND
COW
BOULDER' MAx MAX=MIN 2MIN GROUND COVER AREAS AND BETWEEN CIT'a-MAINTAINELI TURF AND
coBBLESTONEB'MAt1 MIN s'WCOBBLF SHALL F PRIVATELY MAINTAINEII AREAS
2. 1%2"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3 Bout DE Rs sFwLL HAVE I�EI+aEDh1ENl coeBLEs SHALL HAVE 213 D�18FIlMENT
4 ALL SPACES BE TWEE N STONES SHALL BE Fit,EO WITH CLASS D M'OR1AR I PART CEMENT 3. CONCRETE 71%BE 52"1-"-2500 MIN
T02-1,2PAR7SSAND.2000PSIPORTLANDCEMENTCONCRETE (NO'DRY-PACKISALLOWEDI
3 ADJACENT CONCRETE PAVING POURED AROUND BOULDER SEE CIVIL 5 A SAI.IPLF AREA MIN 40 so FT SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO
ENGINEERS PLANS FOR FINISH. 6 PROCEEDING WITH REF+IAIN I NGROCKWORK FINAL RESTING POSITIONOF At[ROCKSTOBE APPROVED BY THE CITY INSPECTOR
7 ROCKSSHALI BE Se1001 H ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS S EXCESSIVE IRON CONTENT
4 90',COMPACTED SUB GRADE 6 AtLCGBBIROCKS(:APE'l NE OLIIDFASOWGRAAll FWIHFVE 6 CANGREtEHEADER AOANELG AT)`,MIANTING CITY OF RANCHO CUCAMONGA CALIFORNIA
9 AOCKS(:APf.SHOUT D FOI I OVi GRADE WIRE Rk SI OPE 5 F%1ST AND MAINTAIN A?'-<MIN A?ALL TIAiES WR HIN THE R O W
' _.I Ah DAR('PIAh
CITY OF RANCHO CUCAMONGA, CALIFORNIA CONCRETE HEADER 5
34
RIVER WASHED GRANITE `R'F" 'NLF4f DA L
'�ANL'AHT�PIAN 'SF AOHSIAND) R[ L.:1�1�:°11i-K-��f'�{iP!1[il�!:lYC1RNS�'CY,CfRUI'T tJN
H e 24953 sHEFT I of+
COBBLESTONES 542
w :IT,FNGNEFR DATF USf WITH STANDARn SPLCIFV',ATK#45 FOR PUN IC WORKS CONSIAW'.-NON
R C E 24953 SHEET I OF I
BOULDER BY PAVINGCOBBLE PAVING
_�,.. . - CONCRETE HEADER -
SCAT F : N 7 S. SCALE: N.1 .S.
SCAL F : N.I .S... SCALESCALE:
SCAL F SCALE: SCAL F: SCALE: SCALE.
x� 0.
l'.
DESCRIPTION OF REVISION
DATE APPROVED
CITY of RANCHO CUCAMONGA
LANDSCAPE IMPROVEMENTS
ROCHESTER AVENUE EAST & WESTSIDE
NORTH & SOUTH OF 210 FREEWAY
CONSTRUCTION DETAILS
APPROVED BY: DA1 E
CITY ENGINEER �' �A
RCE No. 24953
-a_/Aki' -
JH LANDSCAPE ARGHIJE{{C�'IU11RE [� ���[
I w �ws� �n�w�•�s� - DESIGN �F-t,��� � E F j L�A CJ� L I I V �J[3����F� FIE C4M; IXC 7(
L(-
4
SITE PLANNING
=3 10621 CHURCH STREET. SUITE 106
SCAL E : SCAL F..-. - " �' SCALE.: SCALE: DF�AWN MSS RANCHOcucAMONCA CA 91730 Cil IE E_ 1
(%, Q)484-2Roo FAX 19041 484-2802 L'4
CHECKED JAF DHAWIN ' N�).
DATE 11 /8/02 RLA NO. 2834 ��
AUG No. UPUJ-5A,�)H SHEE I _,L or-
EXISTING P.O.C. AND NEW MAINLINE NOTE:
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY IRRIGATION NOTES: IRRIGATION LEGEND
DOWNSTREAM TO EXISTING BACKFLOW DEVICE, MASTER VALVE AND
FLOW METER. REFER TO EXISTING LANDSCAPE PLANS FOR
LIMIT OF WORK EXISTING MAINLINE ADDITIONAL INFORMATION. CONTRACTOR TO INSTALL AND CONNECT
1. NEW WATERMETER(SIZEPERPIAN),ASPROVIDEDBYCCWD,ISREQUIREDATALLPOINTSOFCONNECTION.
I NEW 2" MAINLINE TO EXISTING MAINLINE AT THE SOUTH EAST 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.
NORTH AND EAST OF THIS SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.
CORNER, CONTRACTOR THIS
PROJECT. MAINLINE SHALL BE INSTALLED MAINTAIN EXISTING S E R V I C E S TO THE 2. TYPICAL POINTS 0 F CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR
�.
• BEHIND THE SIDEWALK. MAINLINE SHOWN IN SIDEWALK FOR CLARITY (IF REQUIRED) FOLLOWED BY BACKFLOW PREVENTION DEVICE. FOLLOWED BY A FLOW METER,FOLLOWED BY � RAINBIRD 1812-SAM-PRS-5 POP-UP SPRAY HEAD 5 .10 30
A MASTER VAL VE ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND
ONLY. SPECIFICATIONS.MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES ACTUAL LOCATION OF THE POP-UP SPRAY HEAD 5 .20 30
VINTAGE AVE ��o EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY o RAINBIRD 1812-SAM-PRS-5H
0.
• '� • _ 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COASTGUARD SHACK CGS 2 ALUMINUM RAINBIRD 1812-SAM-PRS-EVAN POP-UP SPRAY HEAD 6' .40 30
�V STATIC WATER PRESSURE' 130 142 PSI IRE AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER
•
ENCLOSURE
� 42 PSI.
SYSTEM DESIGN PRESSURE: POSSIBLE
— — — — — — MAXIMUM IRRIGATION DEMAND: 30 GPM
� • S I DIAGRAMMATIC,ALL PIPING.VALVES,ETC,SHOWN WITHIN PAVED AREAS ARE FOR DESIGN � RAINBIRD 1812-SAM-PRS-8 POP-UP SPRAY HEAD 8' .30 30
4. THIS DESIGN S
M � CLARIFICATION ONl Y AND.HALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY
N V E E E
EXISTING IRRIGATION NOTE: i I .-.�.-. :�.L�� • CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS STREET LIGHTS,SIDEWALK,UTILITY LINES AND • RAINBIRD 1812-SAM-PRS-8H POP-UP SPRAY HEAD 8' .50 30
• F, , .,;.,; ,;` `, � • EQUIPMENT AND ARCHITECTURAL FEATURES.
�.-
•
'A
', • 5. CONTACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO RAINBIRD 1812-SAM-PRS-8F POP-UP SPRAY HEAD 8' 1.00 30
CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING OR REPLACING �� �, EXISTING CONTROLLER NOTE: COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY
ANY DAMAGED IRRIGATION EQUIPMENT DURING THIS CONSTRUCTION / . - A TO THE CITY PIPESAND '� RAINBIRD 1812 5AM PRS 8VAN POP-UP SPRAY HEAD 8' 70 30
CONTRACTOR SHALL FAMILIARIZE HIMSELF,HERSELF WITH ALL UNDERGROUND UTILITIES,
CONTRACTOR IS TO REPLACE EXISTING 24 STATION CONTROLLER TO 6. THE AT NO COST TO THE
10 _ .' NEW 32 STATION. SEE LEGEND FOR MODEL NUMBER STRUCTURES AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRlREPLACEMENT, W RAINBIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD 10' .40 30
,t • CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
f �` JY ' ' ' 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH
MINIMAL OVERSPAY ONTO WALKS,STREETS,WALLS,ETC THIS SHALL INCLUDE THE SELECTION AND V RAINBIRD 1812-SAM-PRS-10H POP-UP SPRAY HEAD 10' .80 30
SEE POINT OF CONNECTION INSTALLATION OF A PRESSURE COMPENSATING NOZ71.F SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL
DERAIL BElow NEW MAINLINE NOTE: CONSTRUCTION
I I 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES.ETC.)INTERFERE WITH THE SPRAY RAINBIRD 1812-SAM-PRS-10F POP-UP SPRAY HEAD 10 1 so 30
'! PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTACTOR
X14 CONTRACTOR TO INSTALL NEW 2" MAINLINE AS SHOWN. 30
1 3/a ;' MAINLINE SHALL BE INSTALLED 18" BEHIND THE SIDEWALK SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALL ING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER '� RAINBIRD 1812 SAM PRS 10VAN POP-UP SPRAY HEAD 10' 80
X SHOWN WITHIN THE SIDEWALK AREA FOR GRAPHIC CLARItY BHEAD ON E MADE AT NO SIDE THE
COST
TO THE
CITY. TO PROVIDE PROPER COVERAGE ALL ADJUSTMENTS SHALL
ONLY. � RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 12' 70 30
9 CONINSTTROL VALVE VALVLL ONE ESRCVEON EACH BANCH�P PIGTAIL EACH ORANGE WIRE ATTHEENCLOSURE INSTALL TERMINAL
v I I ! STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. � RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 12' 1.30 30
TYPICAL SLEEVING NOTE: . IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 21NCHES OF
10
i WATER PER WEEK(GROUND COVER.ISHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE O RAINBIRD 1812-SAM-PRS-12F POP-UP SPRAY HEAD 12' 2.60 30
Z ( N I CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL WIRES HOURS OF 9 00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME,
RAINBIRD 1812 SAM PRS 12VAN POP-UP SPRAY HEAD 12'
Q HERE EVER THEY CROSS UNDER COBBLE OR HARDSCAPE. 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. 70 30
W
W I , I THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY
THE I BTO HE A
WATER
PRESSURE NT ON OF THE CITY. PRIOR TO THE STAR?OF INSTALLATION ANY CHANGES SHALL i RAINBIRD 1812-SAM-PRS-1 50 POP-UP SPRAY HEAD 15' 90 30
BE BROUGHT
Q 1 I 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000 32 W1 LR/RRWITP-I,TP-110 W1LR-DOME ANT.
NEW VALVE NOTE. m RAINBIRD 1812-SAM-PRS-15F POP-UP SPRAY HEAD 15' 3.70 30
PORT INSALLED WITHIN A STRONGBOX METERED ENCLOSURE MODEL NO.SB 24 SS 120 VOLT CONTROLLERIELECTRICAL
(n1 ENCLOSURE MOUNT THE ANTENNA PORT ;EPDXY FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS RAINBIRD 1812-SAM-PRS-15VAN POP-UP SPRAY HEAD 15' .90 30
1 i CONTRACTOR TO CONNECT ALL NEW VALVES TO EXISTING OR NEW AND ATTACH COAXIAL CABLE. SYST FM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE ACTUAL LOCATION OF
I CITY CONTROLLERS, FIELD LOCATE ON THE SOUTH SIDE OF VINTAGE. THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY,
EAST(OF ROCHESTER. C)ONTRACT�OR SHALL PROVIDE AND INSTALL 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE
1 I I
ONE
ELL COMMON
(WHITE) &INON%1T ION O(RED) 14UF WIRE FROM FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE
( NE DARE 14UF PROVIDED BY SCE COORDINATED AND PAID FOR BY THE DEVELOPER. EQUIPMENT
O ' `1 I I CONDUCTOR
(MAINLINE.RGE) TO BE RUN FROM PEDESTAL TO FARTHEST 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED
i I j} UNLESS OTHERWISE DESIGNATED ON THE PLANS.
15, ALL POP-UP TYPE SPRINKL FR HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER M PER PLAN PROPOSED 1"METER,PER CCWD
U) 1 I; HEAD IS 1,14' ABOVE FINISHED GRADE.
WI 1 r. 711 PER PLAN EXISTING 1112"METER, PER CCDW
FEBCO 825 Y BV 125 GUARD 11/4"RESHACKDUCED
UADESSHACKD PRESSUNC OS UR EMODELONO.CGS DEVICE IN COAST
Q 18 A28 jf14 3 4 I ® CALSENSE
FM-1.258 11/4" FLOW METER
826 SQ. FT. 1 �, EXISTING WATER METER 11'2" NORMALLY OPEN MASTER VALVE
m ' (4EXISTING BACKFLOW DEVICESUPERIOR 3100 SERIES NIBCO T-585-70-66 LINE-SIZE GATE VALVE
U) W11, 1' EXISTING MASTER VALVE
z i
r EXISTING FLOW METER
J > �:; I + I ��� RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VAL VE, SIZE AS SHOWN
i I Ih I ` _ CALSENSE ET-2000-
T�P11 W,/R DOME UPGRADINGCONTROLLEO A 32 STATION EXTERIOR ELECTRIC WALL MOUNTED
Q i
114-
` 13i4''o I I �
34 _ �B; CALSENSE EXISTING 40 STATION EXTERIOR ELECTRIC WALL MOUNTED CONTROLLER I
W ;p ( NEW MAINLINE .� EXISTING MAINLINE TO REMAIN
J
W , I NEW GATE valvE V, CALSENSE EXISTING 24 STATION EXTERIOR ELECTRIC WALL MOUNTEC CONTROLLER
``W^^ I I 1 -� TYPICAL POINT OF CONNECTION DETAIL APPROVED SCH.40 PVC PVC FOR 2SAND A ASHOWN,RMIN.COVER 18 USE CLASS 315
V 1 1 3/4'
W w�•• - - - - - APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN,MIN. COVER 12'
I 1
11.2• � = APPROVED SCH.40 PVC SLEEVES. SIZED 2X LARGER THAN PIPE TO BE INSERTED.UNLESS
1 OTHERWISE NOTED
i U , 3/4'
OI 1 _ I) APPROVED SCH.40 PVC WIRE SLEEVE, SIZE AS REQUIRED UNLESS OTHERWISE NOTED
1
I NOTES:
1 � I
A23 1 R I 1 REDUCE OTVOR TO INSTALL POS ERTHHROW ONTO WALLSENS AND WALKS EVER AS MUCH AS POSSSIBED TO DE.. SEE DETJUST THE AILL 1. SHO PROVIDE 100%COVERAGE TO
25
1010 SQ. FT. 1114" ; I 2. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR
I r REPAIRING ANY IRRIGATION LINES!SPRINKLER HEADS& EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING
CONSTRUCTION. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBSITE PRIOR TO START OF
I i '
1 3/4" 61
I �.4' �I
I 'y
i
44 '4" l
1 3/4".: /
3i'4"
16 A27 1 ,, ,.
I 658 SO. FT. 1 a•
-° SHEET KEY MAP
,..� --------------
3/4"
6_017—
I
1 14 ( a l I
x i
x
1 I DESCRIPTION OF REVISION DATE APPROVED
i
NC, 3,4'
CITY of RANCHO CUCAMONGA
LANDSCAPE IMPROVEMENTS
I -
r,�� ROCHESTER AVENUE EAST SIDE BETWEEN
I�
LONE PEAK DR. & VINTAGE AVE.
"JVI{SE SLEEVE II n 6" MAIN LINE \
' III SLEEVE I j
oil
Underground Service Alert
ISI � � , . IRRIGATION PLAN
II � � I! ' SCALE: 1" = 20'
ill _ _ _ _ _ _ _ _ sc - APPHUVEUEKY. L)AIE .
Call: TOLL FREE i I; REFERENCES aNU Aw% 9
1 PLAN CROSS , Yr F 9� CITY ENGINEE RCE No. 24953
�� DESIGN / AHCNl7 L FiRA L S)IGN GROUP F EC M E E.D
—�—�-� i t-�—�-�i �—rr� I I w � JDD LANDSCAPE
SITE PLANNING
Cl URE
4 1 -800 I FOR NOTES AND LEGENDS, SEE THIS SHEET ! --41 10621 CHURCH STREET, SUITE 106
MATCHLINE SEE SHEETL-6 FOR DETAILS SEE SHEETS L 8
LO PEAK D R /\ °j I 1 ; oa l U FLAW N RANCHO CU0 FAX: (909)484-2802
0 )4 91730 f )E E
- 422-4133 FOR SPECIFICATIONS, k
SEE SHEET L-13 * �a1e * JDD (909) 484 2800 FAX: {909)484 2802 _5
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-1 -
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 N T uI �qt oQ� CHECKED REVISED: 3/11 /03 G
�F c a�-�F JAF DATE 1 1 /8/02 RLA NO. 2832 OI Fj��_&
ADG No. L)PO Y-5A,hR SHE[ i
EXISTING P.O.C. /NEW MAINLINE NOTE: IRRIGATION LEGEND
EXISTING CONTROLLER NOTE:
.
CONTRACTOR IS TO FIELD VERIFY THE LOCATION OF THE EXISTING 24 CONTRACTOR TO MAKE POINT OF CONNECTION AT THE END OF
STATION CONTROLLER AND WIRE NEW PROPOSED VALVES TO THAT EXISTING MAINLINE AS SHOWN CONTRACTOR TO INSTALL NEW 2 112"
CONTROLLER. CONTRACTOR WILL BE REQUIRED TO RUN ADDITIONAL MAINLINE AND GATE VALVE AS SHOWN. CONTRACTOR TO FIELD SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.
WIRES TO NEW VALVES AS NECESSARY, LOCATE EXISTING MAINLINE AND CONNECT NEW MAINLINE TO
EXISTING. ALL SERVICES TO THE EXISTING LANDSCAPE TO THE RAINBIRD 1812-SAM-PRS-5 POP-UP SPRAY HEAD 5 .10 30
NORTH TO REMAIN. ALL MAINLINE SHALL BE INSTALLED BEHIND THE
NEW MAINLINE NOTE: SIDEWALK. MAINLINE SHOWN IN SIDEWALK FOR CLARITY ONLY. o RAINBIRD 1812-SAM-PRS-5H POP-UP SPRAY HEAD 5 .20 30
CONTRACTOR TO INSTALL NEW 2" MAINLINE AS SHOWN. MAINLINE STATIC WATER PRESSURE 120-115 P.S.I. RAINBIRD 1812-SAM-PRS-EVAN POP-UP SPRAY HEAD 6' 40 30
SHALL BE INSTALLED 18" BEHIND THE SIDEWALK, SHOWN WITHIN SYSTEM DESIGN PRESSURE 32 P.S.I.
THE SIDEWALK AREA FOR GRAPHIC CLARITY ONLY. MAXIMUM IRRIGATION DEMAND: 36 G.P.M. I! RAINBIRD 1812-SAM-PPS-8 POP-UP SPRAY HEAD 8' 30 30
• RAINBIRD 1812-SAM-PRS-8H POP-UP SPRAY HEAD 8' 50 30
1K RAINBIRD 1812-SAM-PRS-8F POP-UP SPRAY HEAD 8' 1.00 30
TYPICAL SLEEVING NOTE: } NEW VALVE NOTE: V RAINBIRD 1812-SAM-PRS-8VAN POP-UP SPRAY HEAD 8' .70 30
CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL WIRESw w w w 3wr4 34 w w w w CONTRACTOR TO CONNECT ALL NEW VALVES TO EXISTING OR NEIN W RAINBIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD 10' .40 30
WHERE EVER THEY CROSS UNDER COBBLE OR HARDSCAPE CITY CONTROLLERS,CONTROLLERS, LOCATED ON THE SOUTH SIDE OF VINTAGE,
Iw�'',. b EAST OF ROCHESTER. CONTRACTOR SHALL PROVIDE AND INSTALL V RAINBIRD 1812-SAM-PRS-10H POP-UP SPRAY HEAD 10' 80 30
'S' > ONE {{1) COMMON (WHITE)) & ONE t1 PILOT (RED) 14UF WIRE FROM
i CONTROLLER TO EACH RCV. IN ADDITION, ONE SPARE 14UF
I )J I Q CONDUCTOR (ORANGE) TO BE RUN FROM PEDESTAL TO FARTHEST RAINBIRD 1812-SAM-PRS-10F POP-UP SPRAY HEAD 10' 1.60 30
ENDS OF NEW MAINLINE.
c� I * RAINBIRD 1812-SAM-PRS-10VAN POP-UP SPRAY HEAD 10' .80 30
��j,,,� MATCHLINE SEE BELOW RIGHT i
w ■ w w w w w °I ` ,
w w w w w w w w w RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 12' 70 30
w w ` w w w w w w w w w w w w w w w w w w w w w w w w w w w ,
3i41 ti_1�IIT Id' ' W
Imo- * _
N' 3/4'
of 314• i �..,. \ RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 12' 1.30 30
I spa' , � r�
I 34 i , a N.4„ 31a°�j 1 Cn O RAINBIRD 1812-SAM-PRS-12F POP-UP SPRAY HEAD 12' 2.60 30
-�T 314� i � 777��� \
• ; I I �I I 1 - RAINBIRD 1812-SAM-PRS-I2VAN POP-UP SPRAY HEAD 12' .70 30
CD 3✓4. � i � r
V 17 Zq1 1
314• , 1 11 'li 1 i' RAINBIRD 1812-SAM-PRS-150 POP-UP SPRAY HEAD 15' .90 30
O -P' t > 1 11/4 766 SO. 11 ( 1
./ m RAINBIRD 1812-SAM-PRS-15F POP-UP SPRAY HEAD 15' 3.70 30
1 =� •j 1
V23 18 } l �a a/a° t O RAINBIRD 1812-SAM-PRS-I5VAN POP-UP SPRAY HEAD 15' .90 30
�, , i 3'4 ■
a ,
O L j 1" 766 SO. Ftl I cc EQUIPMENT
3�a°� ,. 3'4 b • I 1 , MATCHLINE SEE SHEET L-5 -
I , 1 �-rrrrsrrwwr-Wrwrwwwwwwwwwwwwwwwwww
m 3% , 1i ( 1 V16 a PER PLAN PROPOSED 1"METER.PER CCWD
3/4 II 20 1
; °° 1 11/4" 745 SO. :1 : LO N E PEAK DR r PER PLAN EXISTING 11'2"METER, PER CCDW
�•; I '1 11/4"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN COAST
f m 1 I 23 A26 • •) •', ►1 Q 825 Y BV 125
FEBCO GUARD SHACK ENCLOSURE MODEL N0. CGS 2
I { ! WIRE `SLE EVE
J1 SO. FT. 11/4" `( °I • `� ,1 , 6" MAW UNE ® CALSENSE FM 1.258 11'4"FLAW METER
3/a 314' 1 1 1 SLEEVE
y�, 11/2"NORMALLY OPEN MASTER VALVE
O 1 _.. _- - _ ® SUPERIOR 3100 SERIES
I /3'a, NIBCO T-585-70-66 LINE-SIZE GATE VALVE I
OIJ 14 1 � 1 ' i °
aa° LLJ a �a 1 1 a• RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE. SIZE AS SHOWN
�
3ay(3,4• , ! •I 314' ' , 1 ; • CALSENSE ET-2000-32-LR-RR UPGRADING TO A 32 STATION EXTERIOR ELECTRIC WALL MOUNTED
,• ' ' I , J' ,I I/a-
�� - , j� �►' W:TP-1,TP-110W-LR DOME CONTROLLER
/ CALSENSE EXISTING 40 STATION EXTERIOR ELECTRIC WALL MOUNTED CONTROLLER
1
W 1° �?' 1 1 Vi CALSENSE EXISTING 24 STATION EXTERIOR ELECTRIC WALL MOUNTED CONTROLLER
• ir�r
1a° 1
114 I fll i 1 P8 A24 1v2' 3a° - - APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN,MIN. COVER 18'- USE CLASS 315
$
14• ,,. 3140 1114" 14. PVC FOR 2'AND LARGER.
/ a a 1 3.aIL v•j APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN.MIN COVER 12"
LJJ 3/a 314" 1 14 sa FT. 11/4"
= APPROVED SCH 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED.UNLESS
V24 Z7 OTHERWISE NOTED
y4° U 'R3ra,: 3a° f 10 10-
L 01 1 11/2" 1114 SO. 1 e I APPROVED SCH.40 PVC WIRE SLEEVE, SIZE AS REQUIRED UNLESS OTHERWISE NOTED
I \. p 1 6 ! •
3/4' I I ' 1 1 + ° I NOTES:
II I 1 1 I 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REOUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO
1 11.E 1 ' ( III REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL 1, SHEET L-8.
i v18
ya. m � � Zl � � i ' � �i 1 1 •
t 1 1 2. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR
' 1 3✓a ° ,•3�a° ,,;a- 11/4" 840 SO. FT. � I I
\ I 1 o i REPAIRING ANY IRRIGATION LINESSPRINKLER HEADS& EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING
1 1 I ( I e CONSTRUCTION. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBSITE PRIOR TO START OF
F4" �; � 3� 1 � 1 � I i' II 1O1 CONSTRUCTION., � 30 A25 ia" � I II
„ 1318 SO, FT. 11/2" __" 314• 10
i 1
1014 314° �, ! 113,4 �:a 1 • 1 1
Sia°
1" d� i �" I I l 1 1 0
m / I, 3 •I I 34° 1• I /
3'4 '4"
�,1• .`fit �' i � .:� i 1 1
/ I •� lh
o a 3ia '� �' - v22 28 ,3/a° y 3,4 � ' MATCHLINE SEE ABOV LEFT I
I �` / �• 3m , 11/4" 514 SO. FT. • L
314°
I { V19 P4 Q
314 3/4°' 11/4" 1612sQ. PRESSURE LOSS CALC. FOR EXISTING ' V ' PRESSURE LOSS CALC. FOR EXISTING 'A'
u
> 10 I PROJECT: ROCHESTER (WEST SIDE) BY: JDD PROJECT: ROCHESTER (EAST SIDE) BY: JDD
3a� V21 STATIC PRESSURE HIGH: 120 LOW: 115 STATIC PRESSURE HIGH: 142 LOW: 130
> 1" 564 SO. '� ' SOURCE OF INFORMATION: RUSSEL. SOURCE OF INFORMATION: RUSSEL
,�`' �', 34• ` , SUPPLIER: Cucamonga Count Water District SUPPLIER: Cucamonga Con Water District
14 9 Y County Ct
PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 987-2591
3/4 - � V20 s' ,a• 3/4' VALVE STATION/GPM: Valve: V20 GPM: 28 VALVE STATION/GPM: Valve: A25 GPM: 30
28
` 11/4 2280 SQ. FT. •. . . . ITEM: _-- _ -- -_-- - _---_._
. SHEET KEY MAP
P.S.I. LOSS: ITEM: P.S.I. LOSS.
WATER METER SIZE: 11/2" @ 28 GPM 1.60 WATER METER SIZE: 11/2" @ 30 GPM 1.80 «:
PRESSURE REGULATOR SIZE: 2" @ 28 GPM 3.00 PRESSURE REGULATOR SIZE: 11/2" @ 30 GPM 4.00
f \ i ash BACKFLOW DEVICE SIZE: 2" @ 28 GPM 12.00
BACKFLOW DEVICE SIZE: 11/2 @ 30 GPM 12.00 1
FLOW SENSOR: 11/2" @ 28 GPM 1.08 I
,. MASTER VALVE: 11/2" @ 28 GPM 0 89 FLOW SENSOR: 11/2 �? 30 GPM 1.20
MASTER VALVE: 2 @ 30 GPM 1.00
_ ° I GATE VALVE(S): 2 11/2" @ 28 GPM 2.00 GATE VALVE(S): 2 2112" @ 30 GPM 2.00
y4. `---- MAINLINE (CL.315) 21/2" 558 L.F. @ 28 GPM 1.45 MAINLINE (CL.315) 2" 526 L.F. @ 30 GPM 3.95 i
i AUTOMATIC VALVE SIZE: 11/4" @ 28 GPM 3.52 AUTOMATIC VALVE SIZE: 11/2" @ 30 GPM 3.70
LATERAL LINE SIZE: 11%2" 63 L.F. @ 28 GPM 1.27 LATERAL LINE SIZE: 11/2"3/4 69 L.F. @ 30 GPM 0.43
j
IRRIGATION HEAD PRESSURE: 30.00 DESCRIPTION O F REVISION
DATE APPROVED
I SYSTEM LOSSES SUBTOTAL: 60.36 IRRIGATION HEAD PRESSURE: 30.00
FITTING LOSSES (10% OF SUBTOTAL): 6.04 ' ! CITY o f RANCHO C
SYSTEM LOSSES SUBTOTAL: 63.63
LIMIT OF WORK ELEVATION LOSSES/GAINS (ECFV. X .433) (+)35.07 FITTING LOSSES (10% OF SUBTOTAL): 6.36
TOTAL SYSTEM LOSSES: 31.33 ELEVATION LOSSES/GAINS (ELEV. X .433) (+)35.67
AVAILABLE PRESSURE (LOW): 115.00 TOTAL SYSTEM LOSSES: 34.32 LANDSCAPE IMPROVEMENTS
(-) DEFICIT OR (+) RESIDUAL PRESSURE: (4-)20.65
AVAILABLE PRESSURE (LOW): 130.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)20.00 �- ROCHESTER AVENUE EAST & WEST
`CONTRACTOR TO VERIFY PRESSURE AT EXISTING PRESSURE ( SIDE NORTH OF 210 FREEWAY
REGULATOR. CONTRACTOR TO ADJUST PRESSURE REGULATOR TO 'CONTRACTOR TO VERIFY PRESSURE AT EXISTING PRESSURE
PROVIDE SUFFICIENT AMOUNT OF PRESSURE TO OPERATE THE REGULATOR. CONTRACTOR TO ADJUST PRESSURE REGULATOR TO 1 1
EXISTING SYSTEM AND THE NEW PORTION. PROVIDE SUFFICIENT AMOUNT OF PRESSURE TO OPERATE THE IRRIGATION PLAN
Underground Service Alert EXISTING SYSTEM AND THE NEW PORTION.
9 ,- -� SCALL. 1" = 20'
p S C g p APPROVED BY:
DATE: d l
• Call: TOLL FREE PLAN CROSS REFERENCES r ` �a" F 49 CITY ENGINEER ,' RCE No. 24953
I I �o � �um w�P �,
CO, a ARCHO L HHA DE , uN CIHOUP
•� '� `" "' JDD LANDSCAPE- ARCHIL E_C1 URE
1 -800 FOR NOTES AND LEGENDS SEE SHEET L-5 <f a �� CIFSiGN RE EU
�t 1 I S11 E PLANNING
HttV
FOR DETAILS, SEE SHEETS L-8 I k! 10621 CHURCH s1REL1. SUITE los
1 I 3' a D11AVVN RANCHO CUCAMONGA, CA 1730 `;I I[ I
422-4133 FOR SPECIFICATIONS, SEE SHEET L-13 / i * - a M -_ '*l JDD (909) 484-2800 FAX (909) 484-2802 L-6
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10
j F SFO CHF CKF D REVISED: 3/11 /03 C)- I G NO
N; ._ - - �; �4 F CAL JAF DATE _11 //E3/02 RLA N0. 2832 - �-�-
ADG No. 51EE 1 _7_ 01 _ _
IRRIGATION LEGEND
I
SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.
b- RAINBIRD 1812-SAM-PRS-5 POP-UP SPRAY HEAD 5 .10 30
0 RAINBIRD 1812-SAM-PRS-5H POP-UP SPRAY HEAD 5 .20 30
l C RAINBIRD 1812-SAM-PRS-6VAN POP-UP SPRAY HEAD 6' .40 30
IL RAINBIRD 1812-SAM-PRS-8 POP-UP SPRAY HEAD 8' .30 30
• RAINBIRD 1812-SAM-PRS-8H POP-UP SPRAY HEAD 8' -50 30
X RAINBIRD 1812-SAM-PRS-8F POP-UP SPRAY HEAD 8' 1.00 30
V RAINBIRD 1812-SAM-PRS-8VAN POP-UP SPRAY HEAD 8' .70 30
RAINBIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD 10' .40 30
HIGHLAND AVE V RAINBIRD 1812-SAM-PRS-10H POP-UP SPRAY HEAD 10, .80 30
RAINBIRD 1812-SAM-PRS-10F POP-UP SPRAY HEAD 10' 1.60 30
t
POINT OF CONNECTION NOTE: * RAINBIRD 1812-SAM-PRS-IOVAN POP-UP SPRAY HEAD 10' .80 30
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 12' .70 30
DOWNSTREAM TO NEW 1" DOMESTIC WATER METER. REFER TO
RANCHO CUCAMONGA STANDARDS FOR ADDITIONAL INFORMATION RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 12' 1.30 30
EXTEND NEW TYPE "K" COPPER PIPE (OR AS PER LOCAL CODE) AND A
11/4" BACKFLOW PREVENTER, A 11/4" FLOW METER, AND A 11/4" O RAINBIRD 1812-SAM-PRS-12F POP-UP SPRAY HEAD 12' 2.60 30
MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. RAINBIRD 1812-SAM-PRS-I2VAN POP-UP SPRAY HEAD 12' .70 30
STATIC WATER PRESSURE: 65-76 P.S.I. ♦ RAINBIRD 1812-SAM-PRS-150 POP-UP SPRAY HEAD 15' .90 30
QO SYSTEM DESIGN PRESSURE: 51 P.S.I. m RAINBIRD 1812-SAM-PRS-15F POP-UP SPRAY HEAD 15' 3.70 30
MAXIMUM IRRIGATION DEMAND: 25 G.P.M.
RAINBIRD 1812-SAM-PRS-I5VAN POP-UP SPRAY HEAD 15' .90 30
�h
� NEW MAINLINE NOTE:
EQUIPMENT
CONTRACTOR TO INSTALL NEW 2" MAINLINE AS SHOWN. MAINLINE PER PLAN PROPOSED 1"METER. PER CCWD
SHALL BE INSTALLED 18" BEHIND THE SIDEWALK, SHOWN WITHIN
THE SIDEWALK AREA FOR GRAPHIC CLARITY ONLY.
> _ �, X PER PLAN EXISTING 11/2"METER, PER CCDW
' < , I 825-Y-BV-125 11/4" REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN COAST
' ' ' ` Q I Q FEBCO GUARD SHACK ENCLOSURE MODEL NO. CGS 2
1 TYPICAL SLEEVING NOTE: FM 1.25E 1114" FLOW METER
® CALSENSE
.� %% , ' �I CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL WIRES SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE
IT WHERE EVER THEY CROSS UNDER COBBLE OR HARDSCAPE.
NIBCO T-585.70-66 LINE-SIZE GATE VALVE
iNEW VALVE NOTE: RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE. SIZE AS SHOWN
1' CONTRACTOR TO CONNECT ALL NEW VALVES TO EXISTING OR NEW CALSENSE ET-2000.32-LR-RR UPGRADING TO A 32 STATION EXTERIOR ELECTRIC WALL MOUNTED
,i%a CITY CONTROLLERS. CONTRACTOR SHALL PROVIDE AND INSTALL �"'"'' W7P-1,TP-110W%LR DOME CONTROLLER
ONE 1 COMMON WHITE & ONE 1 PILOT RED 14UF WIRE FROMr - �P. O y O( ) )O.C. ENLARGEM1' SATELLITE TO EACH RCV. IN AD[�ItION, ONE SPARE 14UF t B ' CALSENSE EXISTING 40 STATION EXTERIOR ELECTRIC WALL MOUNTED CONTROLLER
OI r j,, ,1 CONDUCTOR (ORANGE) TO BE RUN FROM PEDESTAL TO FARTHEST �
1 ENDS OF NEW MAINLINE : CALSENSE EXISTING 24 STATION EXTERIOR ELECTRIC WALL MOUNTED CONTROLLER
i
1 ' - - - - APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN.MIN. COVER 18"- USE CLASS 315
' PVC FOR 2'AND LARGER.
1` EXISTING CONTROLLER NOTE: APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN,MIN. COVER 12'
i ! 1 CONTRACTOR IS TO FIELD VERIFY THE LOCATION OF THE EXISTING 40 = = _ = _ = APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS
i
1 STATION CONTROLLER. CONTRACTOR TO INSTALL NEW WIRES FROM OTHERWISE NOTED
EXISTING CONTROLLER AND WIRE TO NEW VALVES B-1 AND B-2.
1 1 APPROVED SCH.40 PVC WIRE SLEEVE, SIZE AS REQUIRED UNLESS OTHERWISE NOTED
17 B-1 -I
675 SO. FT. 11/4" ' � '.1. NOTES:
1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO
' "2 REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE SEE DETAIL I. SHEET L-8
�i/a"
25 2. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR
11 2
I 913 SO. FT. 11/4" ' PRESSURE LOSS CALCULATION IBI REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS& EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING
CONSTRUCTION. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBSITE PRIOR TO START OF
CONSTRUCTION.
I of PROJECT: ROCHESTER (South of Freeway) BY: JDD
1 STATIC PRESSURE HIGH: 76 LOW: 65
I 1 I I SOURCE OF INFORMATION: Russell
i 1 I SUPPLIER: Cucamonga County Water District
PHONE NUMBER: (909) 987-2591
i
I VALVE STATION/GPM: Valve B 2
G PM: 25
1 I ITEM: _ P.S.I. LOSS:
t I I II 1 WATER METER
SIZE: 1 @ 25 GPM 3.70
1 I IBACKFLOW DEVICE SIZE: 11/4" @ 25 GPM 9.00
F 1 I t FLOW SENSOR: 11/4" @ 25 GPM 0.90
1 I I MASTER VALVE: 11/4" @ 25 GPM 1.38
GATE VALVE(S): 1 1112" @ 25 GPM 0.50
3 1 MAINLINE LASS I I 1 I ° AUTOMATIC VALVE SIZE: 2 1141/4" @ 25 GPM 20.70
1 I LATERAL LINE SIZE:
I` 1" 99 L.F. @ 8 GPM 1.63
11/4" 82 L.F. @ 16 GPM 1.16
1112" 2. L.F. @ 25 GPM 0.04
f IRRIGATION HEAD PRESSURE: 30.00
1 SYSTEM LOSSES SUBTOTAL: 51.65
FITTING LOSSES (5% OF SUBTOTAL): 1.08
ELEVATION LOSSES/GAINS (ELEV. X .433) (+)1.30
1
i I 1 1 TOTAL SYSTEM LOSSES: 51.43
i 1 AVAILABLE PRESSURE (LOW): 65.00
DEFICIT OR (+) RESIDUAL PRESSURE: (+) 13.57 Pori
1 ;Nr
11
i I SCALE. 1° - 20' DESCRIPTION OF REVISION
>i I DATE APPROVED
z; CITY Of RANCHO CUCAMONGA
;; ,i I Uj
I
' 11 A. r EXISTING NOTE:CONTRACTOR TO VERIFY PRESSURE OF EXISTING CAPPED ' t LANDSCAPE IMPROVEMENTS
MAINLINE AT THIS APPROXIMATE LOCATION. CONTRACTOR TOROCHESTER AVENUE EAST SIDE SOUTH OF
ALSO VERIFY IF EXISTING WIRES WERE CUT AND CAPPED ATTHIS LOCATION. IF NOT, CONTRACTOR TO INSTALL NEW P.O.C. eI ! t HIGHLAND AVENUE
AS SHOWN ABOVE, AND RE-WIRE NEW VALVE TO EXIST ING
CONTROLLER TO THE SOUTH.iIRRIGATION PLAN
' '
Underground Service Alert '. �. ��
I
• 1 �� ' ' APPRUVED EKY: DA]
Call: TOLL FREE I ; '° ; ; CPN° pF 4
PLAN CROSS REFERENCES �o V� w/� CITY ENGINEE RCE No. 24953
ARC;HI 1 E F;F�A D SIGN GROUP
I � P_
❑E S I C�N L A ND SLAP E AR CH I1 E Cl U R E
J
1 -80 ' ,��LIMIT OF WORK - m
FOR NOTES AND LEGENDS, SEE SHEET L-5 JDD SITE PLANNING
a,1 FOR DETAILS SEE SHEETS L-8 10621 CHURCH STREET. SUITE 106
- 422-4133 f EXISTING NOTE: FOR SPECIFICATIONS, SEE SHEET L-13 ®\ _ __ *r ��F�AWN
RANCHO
- CUCAMONGA.X: C484 2302 SI-IEE I
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 ,h �s� JDD L-7
SEE DRAWING 1570-L FOR CONTINUATION . FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-11 N qr ��
TWO WORKING DAYS BEFORE YOU DIG LANDSCAPE AND IRRIGATION INFO BY ADG. F 0 F 0 p��FO CH[_ CKE_U REVISED: 3/11 /03 DF-IA'' I C� ND
JAI= DATE 11 /8/02 RLA N0. 2832 t 'L
ADG No. UPHU-�)A,5E3 SHE E l OF
BRASS WYE STRAINER
STAND ALONE CONTROLLER WITH ANTENNA COAST GUARD SHACK WITH 60 MESHENCLOSURE MOD.#CGS 2 MONEL SCREEN w
0
LR/RR-DOME PORT BACKFLOW PREVENTER a PLASTIC VALVE BOX&COVER: STRUCTURE OR
EPDXY FILLED LOCATED - _._________ ASSEMBLY z ETCHED"QC' (CARSON OR EOUAL) HARDSCAPING
3 U)
OUTSIDE OF BOX. NIPPLE-TYPICAL z w --ROUND PLASTIC VALVE BOX& AT GRADE IN LAWN AREAS
INSTALLATION10CATION COAXIAL CABLE WHITE — 4)PLACES z 0° 6"MIN.
COVER ETCHED"IRRIGATION GATE"
PER CITY AND CALSENSE [ BLUE r rz 3 ABOVE GRADE IN SHRUB
CARSON OR EQUAL) 1A" MAX
w AND GROUNDCOVER AREAS
1 1 ¢n
REPRESENTATIVE � . c�z
I ' 1 1 NIPPLE WISH GRADE FINISH GRADF
CALSENSE CONTROLLER. EPDXY FILLED WATERPROOF a z
MODEL NO PER PIANS RED CONNECTOR OR EQUAL 1 ` _
- 6"THICKXI2'WIDE +•e•• e►' ►' °•
INSTALL CALSENSE - - — BLACK -- PER SIZE;MANUfACNURER'ARIES
TP 110 i 1Lr„ INSTALL CONDULFTTE W! PIG TAIL EXPANSION UNION— I j
_ DEFP WP'Y BOX IRRIGATION CONTROLLER 1 1 SLOPE TO DRAIN AT MINIMUM 2°• _ \
LOOP(MIN. 24"LONG) PRESSURE REGULATOR 60 � 33 DNP QUICK _
120 VOLT DLIPLFX CALSENSE HARNESS SEE LEGEND FOR MODELI BALI. VALVE 1 112'OR SMALLER WITH COUPLING VALVE �
STAWLFSS STEEI HANDLE
NO. AND BRAND. FINISH GRADE - - WIo TH PURPLE
OUTLET(GPI) PLASTIC VALVE BOX(CARSON OR 12"1 1 RUBBER CAP
WATERPROOF ALL
EQUAL WITH PLASTIC INTEGRATED WIRE CONNECTORS i PVC SLEEVE RESILIENT WEDGE GATE VALVE-EPDXY
RESET(GFI) LOCKING LID. PLACE AT GRADE IN be 1 REOUIRE D fOR COATED.2' OR LARGER WITH 2`OPERATING STAINLESS STEEL
WIRE D SUCH THAT WHEN CIRCUT TURF AREAS AND 3'ABOVE IN ?c ' ' •' • • • PIPE THROUGH
BRE AKFR TRIPS!1 DOES NOT SHl1T PLANT BED • ' •• ' •• - SCREW'CLAMP
OFF POWER IP C1 DOESNI I FR CALSENSE TP 1 as 'c ? •, •. ._•= f i CONCRETE PAD NUl VALVE MINIMUM(3)PLACES
TRANSIENT PROTECTION BOARDZf
3'4"WASHFD
z ROM WATER SOURC NIPPLE-TYPICAL T z CRUSHED
PIG TAIL EXPANSION (2)PLACES I
a
LOOP(MIN 24' LONGI a� at WHITE � 3 3 � AGGREGATED .••.••,•• � .••'•.•
(COMMON) r° 90%COMPACTION 7� SCH 40 PVC MALE < ' z
•� REQUIRED 1J1 ADAPTOR .`14 •• •e
F 14 BLUE TO METER i Z FLOW •
ENCLOSURE MOUNT WIRES +
-- --_ --- SCH 40 BRASS NIPPLE
SCH 40 BRASS NIPPLE -
NOTES: RED LINE TO SYSTEMS 24"LONG
MASTER CONTROL CONCRETE THRUST BLOCK ELBOW -
1 INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL BLACK VALVE PER CCWD STANDARDS TYPICAL(4)PLACES 3 o
CODES LOCATION TO BE APPROVED INFIELD BY THE CITY INSPECTOR
PRIOR TO CONSTRUCTION.
2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN F Vj� RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY
Fa
SEQUENCE OF REMOTE CONTROL VALVES FLOW METER NOTE: WATER DISTRICT STANDARDS CONTRACTOR SHALL VERIFY WITH
3. RUN ONE EXTRA WIRE(COLOR ORANGE)TO FARTHEST RCV ON EACH DIAMETER CONTRACTOR TO INSTALL CCWD PRIOR TO CONSTRUCTION. %'.�' fir• SCH 80 PVC 90° SCH 40 BRASS 90° ELL
BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE SAME SIZE AS SCOTCH LOK EPDXY FILLED • \!3WWASHED
STREET ELL
WIRE AT THE ENCLOSURE. y FLOW METER CONNECTORS FOR ALL FLOW NOTES:
4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. DIAMETER SAME SIZE SIZE SENSOR WIRE CONNECTIONS. 1. INSTALL PER LOCAL CODES i PRESSURE SUPPLY SCH 40 BRASS 90°
5 NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE AS FLOW METER SIZE INSTALL SCOTCH LOKS 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY LINE FIT I ING SIRE[1 ELI
CONTROL VALVES IMMEDIATLEY AFTER STRUCTURES OR HARDSCAPING. CRUSHED
6. LR/RR-DOME PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO INSTALLING FLOW SENSOR, 3. WHEN UNIT IS NEXT TO A STRUCTURE 01 WALL_,BUILDING,ETC.) AGGREGATE BASE PRESSURE SUPPLY LINE 44 REBAR STAKE
IDTR2 AND BE OPERABLE TO THE MY YARD'S CENTRAL COMPUTER MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE (24" LONG)
SYSTEM PRIOR TO ACCEPTANCE MINIMUM DISTANCE DOWNSTREAM OF 4. ORIENT UNIT PARALLEL TO STREET NOTES:
7 All ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE UNINTERRUPTED PIPE W(FIDIAMETER 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE 1, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
OF FLOW METER SIZE) 6. DIALETIC FITTINGS ARE REOUIRED FOR CONNECTIONS OF 2. INSTALL CONTROL VALVES A MIN OF 12'FROM STRUCTURFS OR HARDSCAPING NOTE
DISIMI LAR METALS 3 INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
MINIMUM DISTANCE UPSTREAM OF Z VALVE PER STD 518 REQUIREDC BEFORE BACKFLOW PREVENTER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STHUCTURES OR HARDSCAPING.
UNINTERRUPTED PIPE (10X DIAMETER WHEN MAINLINE IS 3"OP,LARGER 5, PLACE AGGREGATE PRIOR TO INSTALIATION OF VALVE BOX.
OF FLOW MFTER SIZE) 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER
k CONTROLLER ASSEMBLY FLOW METER RED . PRESS. BACKFLOW LINE SIZE VALVE �� QUICK COUPLER
SCALE N 1 .S. CITY SIU. DETAIL 524 SCALE: N.I.S. CITY STD. DETAIL 516 SCALE: N.I .S. CITY S1 D. DETAIL 517 SCALE N.T.S. CITY STD. DEIAIL 518 SCALE. N.T.S. CITY SIU. DEIAIL 535
HARDSCAPING(SEE NOTE 4)
1800 PCS SCREEN PERFORMANCE
4•LAVER MULCH HI-POP SHRUB HEAD ecmv sE�TO ':.:. '�., '.;• '; :. STANDARD 8-SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS
MUI CH TnT.PER 4WA��Rr.r,'>aF AD 114'4R'•VF FNISH:3RADF .�, • �. �. �• •• • - - - -- - -
IALTCH - MODEL PCS-010 PCS-020 PCS-030 PCS-040 CS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCS-370
<_
_ 75 26 3.7
" <'�', FINISH,RADE COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED
`= I=1 I I I I--III--i 11= ------ - - - ---- -- - - - ---- ----
I8 F 1 3' 5' 8'#
411i
- 8H - 2 4 1' 7 8'# �4• STRONG BOY MODEL No
8T - 3' S' S' 9'# SB ?456120=III I1=1I1- 8Q 2' 5'
1 OF 8' 5' 8' 10'
TIM
I- i - __ - - CLEANBACKFTLL-SEE 10H 2' 6' 2' 10' 11'# 11'# ENLosuREroBFGROUNDED PER
LOCA OODE GROUND ROD TO BE
II -; �) -. I _ z — I SPECS FOR MATERIAL 10T 2 6' T 10'# Ns AL,EDINSDF ENC,OsuR[.oN
90%COMPACTION REQUIRED 100 2' 5' 8' 7' CONTROL]EP SIDE
N - 12F 10'# 5 r 8' 12'#
12TO 2' 3' 5' 7 10' 10' RNISH
GRADE u I
- I PROVIDE 6"MIN.OF SAND 12TT 2' 3' 5' 9' 11' 12'# ,, -6 X 3-s'Y 5'CONCRETE
N I I _I—I I 12H 4' 3' 8' 10' 12'# 12'# 0011NG IINSIALI A MINIMUM
i'�_ 1-- F BEDDING AND SHADDINGr OF 3 ABOVE(.BADE ANDsrOPE
-III 12T 2' 6' 4' 10' 12'# TOP TO DRAIN AT MINI"".'OI?`:
CLEAN BACKFILL - SFE
SPECS FOR MATERIAL. 12'0 8 O 12# A MON VARECONIROI WIRFSIN
i-_ 90� coMPACTIcN REQUIRED I-I -I I 5' T 13'# ; SCH 4ePvcconoolT
o 15F _
NON-PRESSURE LATERAL LINE- . . I I - - - - - � y �
—� I � . . . . . . .. . . . . . . . . . . . . . . . . . . . i I—! I 15TQ - - - 6 8 8 15# `:
5 120;'ot ,
I SCH- 4C SNAKE PIPE IN 15TT 1 5 6 $ 12 15# CONDUI Pf H :, I E+- 3..FIE`i SV[t hlt►I
m 1 I TRENCH 15H - - 1' 4' S $' 12' 12' TO POWs HSIDF.)F 'ABIM1F" ''•'P
SCH 40 PVC - WATER TIGHT CONNECTIONS ON
-�i ALL FiFCTRICAL CONNECTIONS
. .
MARLF X 9(X'SIRE E� - 90'STREET ELL „ - CONTROL WIRE SLEEVE- _ _
_ _ 15T 3' 4' 8' 12' 15'# 15'#
I pRESSVRE SUPPLY LINE- I—III �. •. .• _ s SIZE PER PLAN. INSTALL 15Q - 2' S' 6' 12' 15'#
LATERAL FITTING MARL FX 9D'STREET El L I: - ( I-. SCH. 40/C� 315 SNAKE ' ' ' ' ' ' ' ' ADJACENT TO PRESSURE 15SQ 7' 12X12 14X14' 20X20' 23X23' ]c,. ts•
_ I I I— PIPE IN TRENCH
— -1 I I-I . . . . . . . . III- SUPPLY LINE
NON PRE SSURE LAT E RAI LINE I---I i j_ <v _ _ 1 7SST - - - - - OX 1$ OX 10' 16X16' 9X30 HEAVY DUTY WEATHER RESTSTAN LR-RR DOME ANTENNA PORT EPDXY
TYPICAL(21 PLACES _ L` I I—I I I —I I 15CST - - - - 4X22' 4X29 4X39' 9X24' PHOTO ELECTRIC SWICH FOP SECu -- FILL Fr LOCATEC OUTSIDE OF BOX
IIGHTMINIROLAS REQUIRED PER PLANS a - INSIALLATION'LOCATIONPFR
ANTI DRAIN VAL VF AS RFOIJIRFD _-I CONTROL WIRES - BUNDLE _ _ __- __, _-- _ _ _ _
1 4' T 4X 4 F n n
' f AND TAPE AT 15' 0 C AND -I I —
. . . . . . . . . . . .
I--I I INSTALL ACJACENT TO _ - P-4NS
-- PRESSURE SUPPLY LINE 15EST 4X14' 4X16' 4X20'
F , nT'4N' �A ST NSI REI'
N(`Tc :, � 1 INFGRt SeTGN �� y - Fi FCT RIC MF ILP PEP SCF
I LOCATE HEAD2'TO6'FROM WALKS CLIRBS HARDSC'APINS.MOWSTRIPS. I -- I_I I i_.-_, I I{- PRESSURE SJoP'-" L.NE -- - - -- - CAL SF USE CONT PO[LFR MODFI No I
_,-IEd SLEEVE SIZE TWICE 4X 8' r „p
III" I I I-_ I I I DIAMETER OF PRESSURE 5F 3' 4 1 2 3' PFRPiANSRUFATION IOCOTROLIFP L ;
AND EDGES OF;AViN. I �_ Iii_ 'I -" ! I-- III -- I I I-III I---.=III- 5H-B - 5" 10 6 2
2 USE LOA TAPE H, ALL HALFCHECKV I III L`I - PROVIDE E MIN OF sANO '1 I SUPPLY LINE. SECURHY LIGHT TIMER REQUIRE
3. -.NSI ALL HEADS RDH INTERNAL CHECK VALVE AND PRIER-SURE CCMiPENSATMG I I�--•-U �6---�P� BEDDING ANC SHADDING I I I 5QCST_B T' 14" 3' S' PER PLANS.SEE ELECTRICAL � ,
FEATURE AS PER THE IRRIGATION PLAN. j -y{6 TMP PIANS FOR MORE INFORMATION B GROUND ROD
4 HEAD CONNECT BOTIoMINLFTONLY I
16F-SLA 6" 5' 1' 4' 6' 14' 16'# 24
NON-PRESSURE LATERAL RNISSH
16H-SLA - 6" 1' T' 5 10' 13' 10' GRADEIIIII
LINE SLEEVE-SIZE TWICE � � 170VOL TWgREINRIGLD
NOTE DIAMETER OF NON PRESSURE
160-SLA 6" 2' 5' 3' 12' 16•# 16'# STEED CONDUrl(PER
' 10C'A�.(1)DF
I PIG AND Looe CONTROL WIRE A* sv cwwcf>s IN DrRECTON. NOTES: LATERAL LINE 22F-SS 8' 1' 4' 6' 17' 21'#
2 PRESSURE SUPPLY UNE: 2 1/7- AND SMALLER 1$"' MIR, DEPTH 1, ALL SLEEVES TO BE SCH,40 PVC. 22H-SS - 4" 1' 3' 5 12' 18' i2' -:-�-
2'SCH 40 CONDJR FOP AND LARCCR 24" MIN DEPTH 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 220-SS 6" 2' 6' 3� 15' 20'# 22'# SIC i i6HT'.10HINC,
3. ROUTE SLEEVING AROUND HANDICAP RAMPS. SEE ELF RICALPLANs `�— vc coNDUIT FOR coNTlRot
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY #RECOMMENDED N077t F/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI FOR MORE NFDRWTION VALVE WIRING
STD.N0.120(24"MIN TO 36`MAX.DEPTH TO TOP Of PIPE BELOW NOTE: SCREENS WERE TESTED AT 50PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS.
STRUCTURALSECTfON) DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES
HI— POP UP SHRUB SPRAY TRENCHING a SLEEVING PCS SCREEN CHART CONTROLLER DETAIL
SCAL E N I.S. Gil Y ST D DE I All 539 SCALE. N I.S. fi
CITY SIU. DETAIL 532 " ' SCALE N.T.S. CITY STC). DE1-AIL 533 :; SCALE: N.T.S. SGALE: CITY SIU. DEIAII 522
�p�DSCAPF
w urn
TO SPRINKLER-4MGl F PIPE TO
SPf CIFIF D DF PTH WIT u 45`F I S
i
SCH 40 PVC MAI F ADAPTOR vi �j 47 y
SCH 80 PVC UNION 'SNAP TITE'WATERPROOF 4tr `a tJ m
BRASS OR PIC NIPPI F -_ONNFCTORS OR FOLIAL C1
_ � n
EL FCIRIC COMROL VALVE -�
o PLASTIC VALVE BOX
w MARKED GAT ION RCV' -04
CD A O O
fC RS_N.,R FC.AI4LI
F'CHED VAT CO'T R:7 '�F
N,R_L.R
:.elate
a 4ND Vq;L'E q[-_)LIF NICE
? 6'MIN F '4 Q�
(NISI ,RADE T Q
n
C
P;,T All.EXP4NSION
r T OF-
- -.(- AAIN."14' ',NGi
f -
Z -, ,.
L OW PP c
,. A-. AN. LF
m � � ;4:.JE W;'.NI'�N
� _ y4'WASuFD
ntr E
c
P DESCRIPTION OF REVISION
'�B.PVC NIP.
r�
- LF
AT APP
DATE ROVEn •
CONTROL 8 COMMON WnRFg
3 CITY of RANCHO CUCAMONGA
3R4SS NIFI't I
�H4QPVC SXSXITEE LANDSCAPE IMPROVEMENTS
PRESSURE SUPPLY!INF
NOTES
1 (NSI ALI CONTROL VA(VES A MINIMUM OF 12'FROM STRUCTURE OR HARDSCAPING
2. INACE VA:l';EOXATRNTBE N1.1FSRE',gERPOIUp(OR NEXT
TOCAPNSOMA[Ks ROCHESTER AVENUE s/o HIGHLAND
3. PLACE VA:.;IE BOY AT RIGHT ANSI FS,r)ST RUCT URE OR NAR[)SC'aPlµ;
ROCHESTER AVENUE s/o VINTAGE
4 PLACE AGGRE GAT{ PRICR'(,INSTAL,AT)ON OF VALVE BOX
5 ATTArH o ASIC SDE NTf Ird.*ION TAG WfrH OF
CONTROL(FR AND
VAL 4F NUTAR!R:
IRRIGATION DETAILS
APPROVED BY, UAI E : A
CITY ENGINEER RCE No. 24953
�0 REMOTE CONTROL VALVE AF3�.A L CAPE >_ HI ;C� OF O�,F)
D[SIGN �;E
JDD LANDSCAPE AHCHIT E CI URE
SITE Pt-ANNING -
10E+21 CHURCH STREET. SUITE 10F
OF;AWN RANCHOCUCAMONGA CA 91'30
Iry
SCALE: N.T.S. CITY SIU. DEI AIL 520 SCALE: SCALE : SCALE JDD RAN('H4-2800 M (90P)4P4 91730 L_8
CFiEGKED REVISED: 3/11 /03
RWK DATE 11 /5/02 RLA N0. 2834 C)F3A ' NC)
ADGNo. UPW-�)A,LIH SHE E-1 01
PLANTING NOTES:
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT
INSTALLATION PER PLANS AND SPECIFICATIONS CONTRACTOR SHALL BE RFSPONSIBLF FOR REMOVING AND
RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALL ED PER PLAN AND
SPECIFICATIONS.
2, CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION.PLANT PIT
s� 4 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS.
LIMIT OF WORK A Q 3. CONTRACTOR SHALL FAMILIARIZF HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
P ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY
DAMAGE OF SAID UNDERGROUND FACILITIES.
Q 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE
VINTAGEAVE EXISTING LANDSCAPE TO REMAIN A 4 HAVE BEEN PROPERLINKLER SYSTEM Y GRAVE ADED ANEEN DD PREPARED AS SPECIFIED, ND THMPLETED. FINAL GRADES HAVE E WORK WORK AIPPROVE D BSHED THE y THE CIT AREAS
G e • 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
— — — — — — _ _ 4 n a INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE
CONTRACTOR TG 0!N — — — — — — — — �° OF THE CITY PRIOR TO EXCAVATION
EXISTING LANDSCAPE n
no ' 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND�OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB
.\ CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS.UNLESS
OTHERWISE APPROVED BY THE CITY.
5
/ / � •� �, 4r 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED
S_7 0 a f° ) 8. WHENEVER SHRUB!GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCREI E HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS
1 1 AND DETAILS HEREON.
� S-1
J
I ( g � ,i ,•'<� 9 CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
S
❑ a 5 ,, Y- ,,. 10 THE FOU OWING SOIL AMENDMENTS SHAII BE FOR BID P!_1RPOSFS ONLY. FINAL SOIL AMENDMENT TYPES AND
i
2 1
o :/ �,_ .��:. "' QUANTITIES SHALL BE BAS ON SOIL TESL RECOMMENDATIONS SEE SP ROTOI TH 11
_� ( IL E RE RED
o
y
SOIL AMENDMENTS 6°INTO THE SOIL AT THE REQUIRED RATES PER 1.000 SQ Fl.
43
4 CY-NITROGEN STABIL IZFD SAWDUST
120 LBS GYPSUM
V-1 125 LBS GRO-POWER PLUS
Z I o 17 ROCHESTER AVE 6' 4'to 8' 4'-0' 5'to 8' WALL. FOOTING 11, LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO
SIDE WALK I PLANT E R COBBI F PLANTF R NOT IN PUBLIC RNV EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON GRADING OPERATIONS
- SHALL ACCOMMODATETH M H
Q S 8 L E ULC CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR
5 OR COBBLE TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM (SEE MULCH NOTE BELOW)
C[
SECTION A-A
N.T.S.
I S-5
o 2 PLANT LEGEND
LL I 32 SYMBOL
CALL-OUT BOTANICAL NAME COMMON_NAME SIZE SPACING COMMENTS QTY
(r I
W I TREES
= T-2
O 43 T-1 Brachychiton populneus Bottle Tree Per Plan 25'o.c. Standard 7
•
T-2 Rhus lancea African Sumac Per Plan 20'o.c. Standard 5
C0 I A A
I T-3 Pinus canariensis Canary Island Pine Per Plan 25'o.c. Standard 0
z W ,.
Q > TYPICAL VINE NOTE:
--� VINES SHOWN ON BACK OF WALL FORSHRUBS
GRAPHIC CLARITY. CONTRACTOR
IL I 1 S-6 TO LOCATE VINES ON STREET-SIDE OF WALL,
Q 8 S-1 Abelia x grandiflora Glossy Abelia 5 gallon 48"o.c. 8
•
S-5 'Edward Goucher'
2 S-2 Juniperus squamata'Blue Carpet' Blue Carpet Juniper 1 gallon 60"o.c. 0
—J S-3 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 0
W I ' _ S-4 Nandina domestica'Compacta' Compact Heavenly 5 gallon 36"o.c. 0
Bamboo
• 12 S-5 Pennisetum setaceum'Rubrum' Purple Fountain Grass 5 gallon 48"o.c. 13
2
T_ S 5 S-6 Rosmarinus officinalis Tuscan Blue' Upright Rosemary 5 gallon 72"o.c. 22
I U • 2
S-7 Tulbaghia violacea Society Garlic 5 gallon 24"o.c. 34
� I EXISTING PERIMETER WALL TO REMAIN - PROTECT PLACE IN CE
O • L S-8 Xylosma con estum'Compacta' Shiny Leaf X losma 5 gallon 96"o.c. 10
S-6 S-9 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 0
• 8
t S-5 MULCH NOTE: S-10 Grevillea'Noellii' Grevillea 5 gallon 60"o.c. 0
1 • 3 CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL
T-1 SHRUB AREAS,MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY S-11 Leptospermum rotundifolium Round-leaf Tea Tree 5 gallon 108"o.c. 0
42 EARTHWORKS OF NORCO. CA.(909)538-3321 (OR EQUAL). SUBMIT SAMPLE
S 6 OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR CITY INSPECTOR'S APPROVAL. S-12 Myoporum parvifolium Myoporum 1 gallon 96' o.c. 8
' i 3
r S-13 Heteromeles arbutifolia Toyon 5 gallon 96"o.c. 0
1 "
12 S-14 Dietes vegata Fortnight Lily 5 gallon 60"o.c. 0
' PLANTING NEAR ROCKSCAPE NOTE: VINES
I
I S-5 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING A V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wan.4ence 17
f 2 AWAY FROM WALKS,WALLS,CURBS.AND OTHER HARDSCAPE ELEMENTS (EXCEPT FOR
I ❑❑ S-g ROCKSCAPE.WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER. 12' MIN.).
/ 3
2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH
I r
2 FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING
2 SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 8 OR GREATER
PLANTING SPACE MAY BE PLANTED WITHIN 4'OF ROCKSCAPE, PROVIDED THAT THERE
• ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS.WALLS,OR SHEET KEY MAP
i T-2 CURBS). WHERE POSSIBLE=TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING
---
42 AREAS_REC.,OMME NDE C ON THE CITY S TREE LISTWHERE PLANTING ARE 4S ARE
• REDUCHi' R`' ROCK��,APE TO A DEGREE WHERE TH ESE STANDARDS _-ANNOT BE
FOLLOWED. THEN IN THE INTEREST OF PROVIDING TREES.WE CAN COMPROMISE ON THE
I PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2 OF ----------- --�—�AG[
ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED
S$s ABOVE. TREES REQUIRING A MINIMUM 2' PLANTING AREA SHOULD NOT BE PLANTED
i CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE b I
j TRUNK.
' S-7 i
O I 1
. . . . . . . Ulm . . N . . . . m r X
1
�,1.� T-1 II i DESCRIPTION OF REVISION
�C t0 I I it I DATE JAPPROVED
42 SYMBOL LEGEND I I
I CITY of RANCHO CUCAMONGA
+ + TREES SHRUBS '
�_J
CALL-OUT LANDSCAPE IMPROVEMENTS
' � -
SYMBOL CALL-OUT ROCHESTER AVENUE EAST SIDE BETWEEN
SYMBOf. I ' LONE PEAK DR. & VINTAGE AVE.
SIZE
Underground Service Alert ' (gal./box/BTF) QUANTITY QUANTITY
SCALE: 1' = 20'
� - — — — — — — — — PLAN CROSS REFERENCES ! ,, � AP APPHUVIDBY- _ DATE : � or
Call: TOLL FREE s
I i pN �umwE '�q CITY ENGINEE RCE No. 24
953
FOR NOTES AND LEGENDS, SEE THIS SHEET LGN GROUP,
/If{� - 3 fi7-t1 1 tt�. y t�#� fi-t� . . . m m . m . . . . V . . . . . I = f C.. C 1)
DESIGN ARCH11 E HRA D
1 -800 FOR DETAILS, SEE SHEET L-12 JH LANDSCAPE ARCHITECTURE
_ FOR SPECIFICATIONS, SEE SHEET L-14 m� (� � SITE PLANNING
't" � � MATCHLINE SEE -
LONE PEAK DR SHEET L 10 ,0621 CHURCH STREET. SUITE 106
- 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-1 j 0,a RANCHO CUCAMONGA, CA 91730
DF�AwN . 3E 1 L-9
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 �* - l'rho3 * JH (909)484 2800 FAX: (909) 484 2802
TWO WORKING DAYS BEFORE YOU DIG •
{
N T s
F c a�AFo�� CHECKF D DFS/
JAF DATE 11 /8/02 RLA NO. 2832
AUG No.U�U�� ��A,�E3 _ SE-IE E 1 /0 OF
MULCH NOTE: P 4
CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL A Q
SHRUB AREAS, MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY
EARTHWORKS OF NORCO.CA. (909)538-3321 TOR EQUAL). SUBMIT SAMPLE P 4 0
OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND'OR �o
PLACEMENT FOR CITY INSPECTOR'S APPROVAL. 4
CONTRACTOR TO JOIN �, A Q •
EXISTING LANDSCAPE
PLANTING NEAR ROCKSCAPE NOTE:
1, SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING
' AWAY FROM WALKS,WALLS,CURBS. AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR
S s 1 ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, 12"MIN.). °
4
T! I 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH ,,, r~
FROM WALKS.WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING `
41 W SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 8 OR GREATER `a �
1 1 T-1 • l PLANTING SPACE MAY BE PLANTED WITHIN 4 OF ROCKSCAPE. PROVIDED THAT THERE
S-5
10 16 1 2 3 ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS,WALLS.OR °
1 ( t2 I T-1 S-4 T_2 CURBS). WHERE POSSIBLE TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING A d
t6 33 3 6 42 AREAS REGOMME_NDED ON T+�E CI?YS THEE LIST WHERE PLANTING AREAS ARE
REDO E%R'' RC)CKSCAaE TO A DEGREE WHERE THESE STANDARDS CANNOT BE v -
MATCHLINE SEE BELOW RIGHT ` �. FOLLOWED.THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE
W ' 0 0 a 0 = = 0 = M 0 W a 0 0 = 0 PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2OF >
- V 1 S-6 W \_ ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED
6 \ ABOVE. TREES REQUIRING A MINIMUM 2' PLANTING AREA SHOULD NOT BE PLANTED f
S 5 CLOSER THAN T,JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE
2 ° ° TRUNK-
J
6
S 2 S-2 6' 3'-6" 61-9.1 WALL FOOTING NOT
ROCHESTER AVE
I ; 7 SIDFWAL K COBBI. E PLANT E PLANTER IN PURL IC RMI
S5 U
° 3 2 • O
• • 3 °
I I 5
4 SECTION B-B
• r I S I 4 MATCHLINE SEE SHEET L-9
I ' rr�r.-�r r rr�-� N.T.S.
-W
T1 LONE PEAK DR
1 T-2 I — 2 S 6 I I
42 ' 42
S PLANT LEGEND
S-7
4
SYMBOL
S 5 S 5 CALL-OUT
BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QTY
i 2 I 3
i
4 TREES
/ S-2 s-7 i
W
4 19 }
S-8 W i T-1 Brachychiton populneus Bottle Tree Per Plan 25o.c. Standard 16
6 S-9 i S-6 T-2
T-3 6 > 4 42 S 7
1 / • S 13 13 T-2 Rhus lancea African Sumac Per Plan 20'o.c. Standard 19
S-12
+
2 I 2 I S 1 T-3 Pinus cananensis Canary Island Pine Per Plan 25'o.c. Standard 14
o
-1 • � - -- T-2 11
S 2-5
x W ° I + S-5 SHRUBS
S6 0
2 +; 2
T 3 �/� ° S-8 S-1 Abelia x grandiFlora Glossy Abelia 5 gallon 48"o.c. 11
VA 1 T 2 T-3 q + o S-7 r Goucher
VJ
+ 'Edward Gouc e
l 4 1 I 361 +, 14 S-2 Juniperus squamata 'Blue Carpet' Blue Carpet Juniper 1 gallon 60"o.c. 36
3 W 56 +
3 i + •
3 � � ' 7 +i '� S-3 Nandina domestica 'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 44
' 12 �'
12 S-5
T-3 ;2; I a 14 U 2 2 T 2 S-4 Nandina domestica'Compacta' Compact Heavenly 5 gallon 36"o.c. 8
1 i �� S-5 [� 4, • S-3 Bamboo
O 3 I
7-1 23 S-5 Pennisetum cetaceum'Rubrum' Purple Fountain Grass 5 gallon 48"o.c. 43
SEE THEE SPACING I T-3 42 •
NOTE TO THE •
RIGHT • S 9 4 t 59 S-6 Rosmarinus officinalis'Tuscan Blue' Upright Rosemary 5 gallon 72"o.c. 43
• • T-2 S 8 � • •
,.,.
• • ' 1^2T_2 4 B • S-7 Tulbaghia violacea Society Garlic 5 gallon 24"o.c. 50
T-1 •
{
2 4 2 • ,
E' 41L H. -HtlS-8 Xylosma congestum'Compacta' Shiny_ Leaf Xy►osma 5 gallon 96"O.C. 14
�Et F' i- c � • I �
FOR SECTION D SEE TREE SPA(-ING
-1 S 2 4' S-9 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 60
D D • 3 NOTE BELOW.
:: • C 13 �-
+ * I C • 1 S-10 Grevillea'Noellii' Grevillea 5 gallon 60"o.c. 34
t + * I + 21 • a S-11 Leptospermum rotundifo►ium Round-leaf Tea Tree 5 gallon 108"o.c. 19
10 • , S 6 e
1-3 I { S_t3 W W 0 a 0 W W 0 - 0 0 W a Imo, 0 W W - - 0 0 0 a S-12 Mv0porum parvifolium Myoporum 1 gallon 96"o.c. 65
3 S5 +
+ S_2 MATCHLINE SEE AB EFT �4
-1 ' 2 S-13 Heteromeles arbutifolia Toyon 5 gallon 96"o.c. 19
9 S12 59 I I
` 6 6 — 3 �J S-14 Dietes vegata Fortnight Lily 5 gallon 60"o.c. 0
i I S-3 T 3
6 1 — q L,4 VINES
A
S 54 3 i S-5
•\ •;. ° 4 14, ( V-1 Parthenocissus tncuspidata Boston Ivy 5 gallon 15'o.c. Train to wall'fence 49
T 3 • \• 11 2 I I S39
_ ,� \14, SHEET KEY MAP
I S-s
--
S 5 ll� - dV� 1 r, 4,
S 41
_ . ..
S
SZR
S-6 S 12 S 5
J 6 2 �r
t
I TREE SPACING NOTE: ` - , . ' DESCRIPTION OF REVISION DATE AF)PROVED
TREES ARE SPACED CLOSER TOGETHER TO HELP SCREEN OUT
��.`N�����NNNNN����������\����� FREEWAY OVER PASS +� >
MIT OF WORK r !i CITY c� f RANCHO C
L - _
t
LANDSCAPE IMPROVEMENTS
TYPICAL VINE NOTE: ROCHESTER AVE 6' T-0" 8'-0" 6-6" IIIIIWALL FOOTING NOT i ROCHESTER AVENUE EAST & WEST
VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR SID[WAt K PLANT ER COBRI F PLANIER1 IN PURI "; HOW
SIDE NORTH OF 210 FREEWAY
TO LOCATE VINES ON STREET-SIDE OF WALL. OR CORRLF
1
SECTION C-C 1
Underground Service Alert NTS f- -� -- SCALA 1" - 20'
SYMBOL LEGEND _s� - AF)PHUVED BY. _ DAA L . � �
� I
Call: TOLL FREE TREES SHRUBS , , �o `'� � mw,P 9� CITY ENGINEER
' ' N° u PF 4 RCE No. 24953
PLAN CROSS REFERENCES j� c �� a�� A.iCrfllERFiA oE. I(,N Gl;OUF'
i - f DESIGN JH LANDSCAPE ARCH ITECTURI D ED I
�' �' SITE PLANNING
- CALL OUT = I; � I
(it V 1 800 SYMBOL CALL-OUT FOR NOTES AND LEGENDS, SEE THIS SHEET i J 10621 CHURCH STREET, SUITE 106 G
_ FOR DETAIL EE H - =1 UFSAWN ��F fE E i _
S S SHEET L 12 @' o RANCHO CUCAMONGA. CA 91730 C'
L10
. - 422 4133 SYMBOL J * � JH (909)484-2800 FAX' (909)484-2802 '
SIZE FOR SPECIFICATIONS, SEE SHEET L-14 ..
al./box/BTF QUANTITY FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 \4r Q�� ,
TWO WORKING DAYS BEFORE YOU DIG �� QUANTITY I C o CHECKE U [fl NZ,
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-7 _ _ I �F o F C AX\
N - S I �___ _ JAF 1 1 /8/02
DATE RLA NO. 2832
ADG No. U211-5A,51i SHLE1 �__�--_ UF
1
PLANT LEGEND
SYMBOL
CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QTY
TREES
K T-1 Brachychiton populneus Bottle Tree Per Plan 25'o.c. Standard 5
T-2 Rhus lancea African Sumac Per Plan 20'o.c. Standard 6
1 a a
G o T-3 Pinus canariensis Canary Island Pine Per Plan 25'o.c. Standard 0
r1
, v
O .
Q
SHRUBS
HIGHLAND AVE ° e • S-1 Abelia x grandiflora Glossy Abelia 5 gallon 48"o.c 6
S 7 T 2 P s e 'Edward Goucher'
6 15 Q,. 9, 17 A S-2 Juniperus squamata'Blue Carpet' Blue Carpet Juniper 1 gallon 60"o.c. 0
1 S 5- � Ao _ �;a
2 S-3 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 0
n ... S-4 Nandina domestica'Compacta' Compact Heavenly 5 gallon 36"o.c. 0
S 1 Bamboo
4 e
n a ' S-5 Pennisetum setaceum'Rubrum' Purple Fountain Grass 5 gallon 48"o.c. 12
S-6 Rosmannus off icinalis'Tuscan Blue' Upright Rosemary 5 gallon 72"o.c. 2
0 1j
° ° �: I S-7 Tulbaghia nolacea Society Garlic 5 gallon 24"o.c. 103
f w ,
e ° S-8 Xylosma congestum 'CompactaShiny Leaf Xylosma 5 gallon 96"o.c. 0
CHAIN LINK FENCE NOT S-9 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 6
S-1 /. /, ! ' IN PUB[IC RNV
2 ROCHESTER AVE -0" - 4'-6" 6-0" 5' EXISTINQ MOUNDED ORTARED ROCKS
PLANT E R SIDE WALK PLANTER FOR DF 1 E NTION BASIN S-10 Grevillea'Ncellii' Grevillea 5 gallon 60"o.c. 0
S-7
� S-11 Leptospermum rotunditolium Round-leaf Tea Tree 5 gallon 108"o.c. 0
1
S9
SECTION A-A S-12 Myoporum paroifolium Myoporum 1 gallon 96"o.c. 14
3 S-13 Heteromeles arbutifolia Toyon 5 gallon 96"o.c. 0
Q N.T.S.
cc 1
I • S-6 VINES
i 1
S-9 2 A V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wan-fence 0
_
15-7
L.1.! 39
S-5
U 12
6
O T-2
I
m 153
1..1.E
00
i I
I
I �
;1
S-5
t 3
I T-1
153
I ,
S-7
49
I
MULCH NOTE:
CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL
SHRUB AREAS,MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY
EARTHWORKS OF NORCO.CA. (909)538-3321 (OR EQUAL). SUBMIT SAMPLE
OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR
I j PLACEMENT FOR CITY INSPECTOR'S APPROVAL.
I �
A I 4 A
+ PLANTING NEAR ROCKSCAPE NOTE:
1. SHRUBS MUST BE PLANTED A MINIMUM OF ONF-HALF OF THEIR ON-CENTER SPACING
S-5 AWAY FROM WALKS,WALLS.CURBS.AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR
3 ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, 12"MIN,)
7 I 12
2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH
FROM WALKS.WALLS. CURBS.AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING
! I SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE R OR GREATER
PLANTING SPACE MAY BE PLANTED WITHIN 4'OF ROCKSCAPE, PROVIDED THAT THERE
ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE (SUCH AS WALKS,WALLS. OR
CURBS). WHERE POSSIBLE.TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING
I+ AREAS RECOMMENDEC ON THE C17Y S TREE LIST. WHERE PLANTING AREAS ARE
{ T 2 REDUCED BY HOCKS APL TO A DEGREE ffl IEHE THESE STANDARDS CANNOT BE
! 15 1 FOLi OWED.THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE
PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OF
ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED IJL
ABOVE. TREES REQUIRING A MINIMUM 2'PLANTING AREA SHOULD NOT BE PLANTED
CLOSER THAN 1 ,JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE --
J ,
TRUNK.
► -- - - - -- ---_ —
WC'Fti AN 11 4VF
! WI t SCALE. 1" - 20' DESCRIPTION OF REVISION
>1 i DATE APPROVE D
SYMBOL LEGEND WI t
T t t CITY of RANCHO CUCAMONGA
cr t
I TREES SHRUBS
I I t
LANDSCAPE IMPROVEMENTS
CALL-OUT
I
1 5 SYMBOL CALL-OUT I t t ROCHESTER AVENUE EAST SIDE SOUTH OF
32 SYMBOL I 1 t HIGHLAND AVENUE
ISIZE I t
! t � (gal./boxBTF) QUANTITY QUANTITY
Underground Service Alert PLANTING PLAN
.... PLAN CROSS REFERENCES
AF F ROVED BY: DA-1 E
CONTRACTOR TG JOIN 010.
• � EXISTING LANDSCAPE I I pN g S C q pF
Call: TOLL FREE ? I I �o W-umwi� 4 CITY ENGINEER RCE N0. 24953
FOR NOTES AND LEGENDS, SEE THIS SHEET -------- I - ----
���� �ti������������������������1�ti����r _ �� � � DESIGN / A Fi C H I? E F�RA D E. G N G F3 O U F' F� EC)
1
I LIMIT OF WORK FOR DETAILS SEE SHEET L-12 ' - -�-J � `� � M JH LANDSCAPE ARCHITECTURE
��� r 1 -800 FOR SPECIFICATIONS SEE SHEET L-14 w �!
SITE PLANNING
pll � _ 10621 CHURCH STREET, SUITE 106
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-1 f-i 04 I 1JRAWN RANCHO CUCAMONGA, CA 91730422-4133 I SEE DRAWING 1570 F r �, JH (909)484-2800 FAX: (909) 484-2802 L L oR FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-60� �CONTINUATION OF LANDSCAPE
AND IRRIGATION INFO BY ADG. N T � 9r OQ' ,
TWO WORKING DAYS BEFORE YOU DIG GHECKEC) RFVISFD: 3/11 /03
F C p��F JAF 1 1 /E3/02
-
DATERLA N0. 2832
AUG No. UPLk)-�)A,5E3 SHE E 1 1,41 OF
N
NOTES
1 RE,nnVE NURSERv STAKES E /�
Z 4 i 2 STAKES TO BE PL UVB AND
3 STAKE-AFF PERPENpCH!AR
rPARAH Ft
5 ^ � To PR[vAiLx.c WIND
1 LEGEND- U CN TOP TIE TO BE PLACED AS LOW v
1. GALV.TURNBUCKLE. ` v� v w E TOP of STAKES BEEF HEAD ...
AS POSSIBLE ON THE TRUNK TO
' OF TREE WHERE SPECIF1,GROV,TH TIGHT1 v COMPACTED 3'BERM TO I`ORN"
ALLOWFOR'JJIND HEXING OF THE TREE
Jp HAg'1 PE RIA'18 DF PRE SSED WATERING BASIN.
., ....-..�• 2. DUCKBILL EARTH ANCHOR(68-DTS)TOTAL SYSTEM s e� '� ORTAN NOT
THEE HEO LOY;AD oLDROP UPPORT MAIN TRUNK v
�� 4•WOOD CHIP MUl CH. TOP OF ROOT At TO EXTEND?'
OR EQUAL,PER CITY STANDARD#503. w TOP of RooTeAu To ABOVE rNNH GRADE
(i c 12)SETS OF CINCH TIES EXT END 2'ABOVE �i ORI^INA! GRAPE
rWZ
3. NATIVE SOIL BACKFILL TOP OF STAKES BELOW - -- W GALVANIZHASCREW�RT ATO^3 CH KNISH GRADE NREta,FeAAN1. DIAV"ENO R'
HEAD OF TREE WHERE tort,(P.�,FS
SPE IE .k^VI*�r,AB:'t'EW.11TS 1Y MAXIMI lAn•--
4. NATIVE SOIL
MAIN TRl1NK ; BFI?t 'GFtT(�"'OMDA!'TEDIt.
\ l DIA, I ODGE POLE PINE STAKES Pi A;'F r''Rtl J ATt Rtr;',RFCI.N
'2,SFT nF.INrH T,FS SPAGF024 TOP OF ROOTBAL I TO FJLTFND - VJITu 11)Or PRESERVA':L c'wN
5. NEW RUBBER HOSE OVER WIRE AT POINT OF °PAR' IT`°'"`M "- -!t,°',''e" 2 ARC,','F r'NRH,PAnf DRn! n NUT: �F fl tNi IN
z - 2 DIA F hF F A✓FS ',Rt.INR! iR 0.i C Y �I Z k4 IF I 1 L
CONTACT 1 x F r F PPr N P ore
6. f3j DOUBLE STRAND GUY WIRES SPACED v nH n , nt f H vF? IN RE RL t �Pgcl,L
AF
IN
q l
PiA r IRr !JA FRIN�, ,
EOUALLY.AROUNL'THEE COVER WVt HITS �'' "'. ,' " Pesrt .. n�.l Sh:"I _ RnnT gA;,
PVC 1'2' DIA.TUBING LENGTH-3. HR u m AP a :P .,aF:sANe PII.N + I � ^'PA:t
7. 3"HIGH EARTHBASIN
R:r _ l
BERM WATFRING BAIPI P RA r F,nFNDa j t
� ,, i� __PI ANT'PIT TO BE c2,Tlnars THE
_ r �I
� 1T ea,l,u. ."nr rP,.. BA.'�. _ - a��'ar T,}e TH(
8. PLANT PIT TO BE 3X THE WIG H OF THE a•I., F EFa•Tn 1r"I NAT, ERA Kr I I WITH > ' '
NO F WK' _ E+
Li 1 JI - i-11l rlE,Yl - 'i,Ejt
!.A RNJ R N 4u AI V A 4N[' k J
'� CRF
p �+ i
RrrTBAlIR2'SHALJ01`JERTHANTHER�CTBALL. THAN, .ArJ }, I C LEI_
{`` ry FµFFA T I 1 ErJI�1pI� i II jII
F-,. P i ( t l - I k, I P t✓ F k ! I h.[y 1 6. _ .1
•., J O I R} w :F ,-,. -• PLI I.�.t
s, 9.RO T BALL Ar... I y1_} ) Ll 'µ 4 -
uE NA'\" RA
R' u'•.. }Tm f`Kr` WA, N^
�L {
i C
:J: I I
cn NCTF > 't � 3 ,• 6, i h �
.. IF tlL S � ill; c
' - - -
a
_ A. INSTALL GUYS HAND TAUT TO PREVENT L � 4ic uNntsT:�Pa �..,'.,,�:n, '
C V� DEFORE,ATInry F IMss ae Ir� rIG I P( F
L �[- r��.�R ! c`.wr'uµ-. �[. i NC'TES
B. WIRE SHAL D BE CLA�dPE DOR CRIMPED.NOT 1•:'JISTFD T �a �A"��` N'.
4. ,.. nA 1 'I a.F �'+.. JN �'tr MA c.,R�,,. S a f N'NG AI R.-..)_C A_:11(*
< A Rn. ,F
tEl E ii'EJ 1€ LEI IEIEf�I I FIC _ a F�,A t
Tn ,I E Rc^-c NI nT n.
��-
z
t. .V'—'.,i.:'.i 1'_—� 3 "—LK" t -1.-t , "RI VA i!1W V11ND
TREE GUYING TREE PLANTING TREE PLANTINGN SLOPE SHRUB PLANTING SHRUB PLANTING ON S1,_OPE
o s o
-cl
�.
:SCALE N.T.S. CITY STD. DETAIL 503 SCALE : N 1 .S. CITY STD. DETAIL 502 SCALE:: N.T.S. CITY SID. DETAIL 505 SCALE: N.T.S CITY STD. DETAIL 506 SCALE: N.l S. CITY S7 U. DE lAll 507
NE HALF OF SPAC1N,
LIMIT OF PLANTER AREA RE()UIREMENT
4.OF COMPACTFF'VUnn,^HIP
MULCH
HARDSCAPING(CONCRETE HEADER,
CURB 8 GUT 1 E R.SIDE WALK,ETC.I .INISH SOIL GRADE
12'
JP,
1,18 1
110 11
JAL
k }
S IOVFI CUT EDGE COMPAC7ED
NATIVE SOIL
k
NOTE
1 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EMAIL
SPACING TRIANGULAR!UNLESS OTHERWISE INDICATEI)')N
DLANS SEE''.EGEND FOR SPACING REOIIIREMEN'S
NOTES:
2 WHERE PLANTED AD:!ACENT TO WALLS WALKS CURBS OR 1 PRIOR TO PURCHASF/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL
SIMILAR LIMITATIONS ALL SHRUBS AND GROUND COVER
SHALL BE DLANTED AT ONE-HALF THE DESIGNATED SPACING SURMl7 A SAMPLE TO THE INSPECTOR FOR APPROVAL.
-'ROM SUCH LiM!TS SEE LEGEND FOR SPACING REOUIREMENTS MUL CH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
INT O E DGF S AT GROUND COVER AREAS.
3 SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3 MOISTEN MULCH AFTER INST ALL ATION TO ASSIST IN COMPACTION.
OF PANT MATERIALS PLANT QUANTITIES INDICATED ON THE
_FGFND)ARE FST�A9A'ES ON!'1 4 PLACE NO MULCH WITHIN A S'RADIUS OF THE CROWN OF A WOODY PLANT.
SHRUB SPACING = �� MULCH LAYER
SCALE: N.Z .S. CITY STD. DETAIL 508
SCALE N.T.S. CITY STD. DETAIL 509
SIJ
yJ>�a
GG �yl� +�►t,�b l G ,a��
ylatid�� - X1'1, Il/�l'r4,1 ,al .1U�
►yap, +r,,u r wdd�. -
yla` (/Jr11✓J \111t�
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DESCRIPTION OF REVISION
A I DATE JAPPRDVED .
po CITY of RANCHO CUCAMONGA
4
TYP. 6" CONCRETE
y HEADER
LANDSCAPE IMPROVEMENTS
ROCHESTER AVENUE s/o HIGHLAND
ROCHESTER AVENUE s/o VINTAGE
� vy
PLANTING DETAILS
APPHOVEU HY:
C.
ROCHESTER AVE 6' 11 0" 18' 0" 32'-0" WALL FOOTING NOT CITY ENGINEER 1.4 RCE No. 24953
SIDE WALK PLANTER COBBLE PLANTER IN PUBLIC R/W DESIGN /AH(,Fil 1 E HHA DE N 6RC)UP F�
JH LANDSCAPE ARCHITECTURE
SITE PLANNING
SECTION D D 10621 CHURCH STREET SUITE 106 _
DRAWN RANCH�ocucAnnoNCA. CA P117,10SNE E I L
JH (9091 484-2900 FAX 1909)484-2802
SCALE: N.T.S. CHECKED -lA
JAF DATE 1110102 RLA NO. 2834C)F�i&NCD.�.
AUG No. SE-IEE l _ OE
_-
SPRINK1,FR IRRR,A I ION `I'VA1I•I('A HON,S _ Pnok ndc,n r„
c 0 nt (Ic r ,h.ut • r each cc neo Ilcr,cyuence d Pressure rain), un P.S_L a. Lsc 9-i _ x In x I I rectangular box t,-r ail electric control ,alr, wvh the adlruung grade Ihc Cnntractor shall set ui placr..ap an'j inwrcyua.its I It c,Ikerige clue t„,irkiaUons soon te• I iriwuigs.01
e. NSI:(National Sanitation I oundalion)approval installed within on-grade landscaped areas. Carson Industries a pressure test all piping under paving prior to the paving work. where the system has been,Aillf ulli, installed as indicated on the
1,
_ART 1 -GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12R with green holt-dawn cover or approved equal_ Drawings when it is obyiousl inadequate,without bringing this to
and 0All he the rimunittm site which the Controller door will allow. 2. Generally,piping under existing walk.is done b y jacking.Morin or the attention,,f the City of Ranch„Cucainoti a This test shall he
1.01 DI)SCRDF'TIUN P�P� € € >d g• €• €
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 hydraulic driving, but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
4. The chart is to he a reduced drawing of the actual installed system. designation, size,applicable I.P.S.schedule and NSF seal of approval. within on structure landscaped areas. Carson liiustries No.910 12B and/or concrete is necessary, it shall be ck,ne and replaced by the
4. Scope of Work: Provide all labor,materials.transportation,and sen�ees However. in the event the controller sequence is not legible when the with green holt-down cover ora roved equal. Contractor as a part of the Contracl cost. Pemnission 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 dray.fng is reduced,it shall he enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: PP q sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements
ihakvings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hvdraulic driking will he permitted under concrete
1. Nonpressure.buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAiNTEN.ANC'F
B. Standards: All work and materials shall comply with governing codes.safety 5. The chart shall be a black line or blueline ozalid print art 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
orders, standards-and regulations.and meet the minimum requirements of color shall he used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius)of thunk. 3. Refer to City Standard 120"Trench Repair"when within City street, 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 an 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
L02 QLIALDTI' .ASSIIRANCF'.&RFQUIRFMFNTS mils. 3. Pipe shall be made from NSF approved,Tvpe i,Grade II PVC 2 Spray heads shall have a screw adjustment operalion period.
compound conforming to ASTM resin specification D1794. 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 chart,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 he fabricated in accordance with the details shown diagran niatic. install lines(and various assemblies)in such a 3.08 Ci,F.AN I rP
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.
Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
B. Manufacturers Directions: Manufacturers directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01B).all 4. Riser nipples for all sprinkler heads shall he the same size as the 2. install NO multiple assemblies in plastic lines. Provide each assembly shall he remfrom the frothe site.all walks and avis shall he bloomed or washed
shall he followed in all cases where the manufacturers of articles used in this P g
requirements for non-pressure lateral line pipe and fittings shall he riser opening in the sprinkler body. with its own outlet. down,and ariv damage sustained on the work of others,hall 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 R 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 3.09 FINAT SITE OBSERVATION PRIOR TO ACCF.17ANCF
C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: n. Sleeving: specific items required to complete work, perform such work in
and regulations governing or relating to any portion of this work are hereby a Index sheet which state,,Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shat)operate each system in its entirety for the City of Rancho
incorporated into and made a part of these Specific•alions,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleevingunder hardsca or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonva at time of final observation. Any items deemed not acceptable h
lie
r p y
provisions shall he carried out by the Contractor. Anything contained in and material item including names and addresses of conforming Io Federal Specification#Vk'W-I'-351. or control wiring shall he Schedule 40 P.V.C.or approved equal. the Cih of Rancho Cucamonga shall he reworked to the complete satisfaction
these Specifications shall not he construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall he thoroughly cleaned of dirt dust and of the City of Rancho Cuc:ununga.
rules, regulations,or requirements of the same.However,when these b. Catalog and part;sheets on every material and equipment 2. Fittings shall he red brass conforming to Federal Specification#WW - 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 a better quality.higher standard,or larger size than is C. Guarantee statement. t. Controller enclosure shall he of size and type shown on the Irrigation manufacturer- City has received all accessories,chart..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 obserkation can occur.
Specifications and Drawings shall take precedence. major equipment S. On PVC to metal connections.the Contractor shall work the metal
1. Pipe: Type K,hard tempered. 2. A hackboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal, shall be used on all 3.10 SITE,OBSERVATION SCHEDULE,
D. Explanation of Drawings: 2. in addition to the aN-)ve mentioned maintenance manuals,provide threaded PVC to PVC,and on all threaded PVC to metal joint,,. i.i ht
provide a hast for mounting the automatic sprinkler controller and 1 g
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. Where threaded PVC 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 show evidence in writing to the City of Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to
offsets, fitting. sleeves,etc.,which may he required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall he soldered with silver solder.45% silver. 15%.copper, 3. A 117 volt duplex box shalt be provided with an On/Off switch.and a pipe may he solvent welded. the time indicated:
i
shall carefully investigate the structural and finished conditions rendered. 16e1 zinc.24% cadmium,solidus at 1125'F.and lie uidus at 1145'F. t
1 117 volt receptacle- Metal conduit shall run from the 117 volt supply
affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall he E. I.ine Clearance: 1. Pre-Job Conference- 7 days
such fittings,etc..as may be required to meet such conditions_ F. Equipment to he Furnished: F. GateValves:
Drawings are generally diagrammatic and indicative of the work to be properly phased.
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 he installed in such a manner a,,to avoid 1. Supply as a part of this contract the following tools: 1. Ralf Valves(1 1/2"and smaller) other arid twelve (12)inches from lines of other trades,with the
conflicts between the irrigation system,planting and architectural 4. A terminal strip shall he provided,clearly indicating the proper
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 tcpnls required for removing, a. Rall valves shall he a 129 Th SIAT bronze valve with threaded valve,common,central control). adjacent to pressure supply lute. Parallel lines shall not he installed
disassembling and adjusting each type of sprinkler and valve ends and shall he equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation- 24 hours
2. All work called for on the Drawing.,by notes or details such he supplied on this project.
g h. Bali valves shall he Nihco T-985-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment:
furnished and installed whether or not specifically mentioned in the b- Two(2) Cour-foot valve kevs for operation of gate vales, C. All Ball vales shall be installed per detail. F. Automatic Contmller.As,embly: 5. Control wire installation 24 hours
specifi.•ations. C. Two(')keys for each automatic controller.
d. Ore r I quick coupler key and matching hose swivel for 1. Refer to the irrigation Plans for sizes and type,of miscellaneous
q F g 2. Resilient Wedge(;ate 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 4R hours
3- The Contractor shall not willfull} install the irrigation system as even fire(S i or fraction thereof of each type of quick
be connected to controller in numerical sequence as shown on the
a. Resilient Wedge Gate valves shall bee epoxy coated and Dia\vings. 7. Coverage test- 49 hours
s town on the Drawings when it is obvious in the field that coupling vale installed. Fit' 2. All miscellaneous irrigation equipment shall be as specified or
obstructions, grade differences.or discrepancies in area ofinnensions equipped with a 2"operating nut. apl equal.
ual.
exist that might not hacc been considered in engineering. Such 2. The above mentioned equipment shall he turned over to the City at b. Resilient Wedge Gate vales shall he No.403 RT-RW as 1 G. High Voltage Wiring for.Automatic Controller: 8. Final observation- 7 days
obstructions or differences should he brought to the attention of the the conclusion of the project. Refire final observation can occur. pp pp q PART_ 3-EXECL TION
g supplied by Watts or roved equal. i
Cih of Rancho Cucamonga. [n the event this notification is not evidence that the City has received material must be shown to the c All Resilient Wedge Gate valves shall he installed per detail. 0 volt ower connection to the automatic controller shall be B. When observations have been conducted other than the City of Rancho
performed,the Contractor shall a,ssurne full responsibilih for any City of Rancho Cucamonga 1 12 c p
3-Ol OBSERVATION OF SiTE CONDITIONS provided by the Contractor. Cucamonga.shock evidence in writing of when and by whom these
re%ision necessary G. Quick Coupling Valves: observations were made.
1.04 PRODUCT DELib'i RY- STOR.AGi .AND HANDLING
1.03 SURD f=A1T S A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union
1. Quick coupling vales shall have a brass,two-piece body designed for all size dimensions and receive approval frons the City of Rancho Cucamonga' authorities haying jurisdiction C. No site observations will commence without".As Built" record drawings. The
A Handling of PVC pipe and fittings: The Contractor is cautioned to exercise workingpressure of 150 P.S.I. 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 prior to proceeding with work under this Section. g"
r r I r p P g it. Remote Control Valves: without completing previously noted corrections,or without preparing the
PVC pipe shall he transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Ke system for said I,isit
1. The Contractor shall furnish the articles.equipment.pment.materials,or lie flat so as not to subject it to under bending or a concentrated external load si P q p } } R. Exercise extreme erre in excavating and working near existing utilities The
q 1 g size and type shall be as shown on the Drawings. Contractor shall he 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. Any section of pipe that has been dented or damaged will he P
substitution will he allowed without riot written a prok'al by[tie discarded, and if installed. shall he replaced with new i iso. his operations or neglect. Check existing utilities drawings for existing utilit} at least twelve(12)inches between adjacent valve boxes. install each
P PI P P r IJ. Backflow Prevention Units: locations. remote control valve in a separate valve box.
Cit. of Rancho Cucamonga.
1.05 SUBST1TIrTI)NS L Backflow prevention unit shall be of size and type indicated on the
2. Complete material list shat]be submitted prior to performing any C. Ordinate installation of sprinkler materials including pipe,so there shall be 1. Flushing of System:
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.
and description of all materials and equipment to be used .Although equipment or materials listed on the Drawings and Specifications.he may do trees,shrubs.and ground corers. I. After all new sprinkler pipe lines and risers are in place and CONCRETI:SPECTFICATTONS
connected,all necessary diversion work has been completed.and
manufacturer and other information may he different, the following s,h% providing the 1„Ihpk+ing information to the Cil of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a hmnzcd PART 1 GF.NF,RAI.
is a guide to proper submittal format for appro%a] D. The Contractor shall carefully check all grades to satisfy himself that he may prior to.installation of sprinkler heads,the control valves shall be
screwed boy with 60 mesh monel screen and shall he similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system.
#100B or approved equal. 1.01 Description
Item No. Description Manufacturer Model No. I. Provide a statement indicating the reason for making the substitution. 2. Sprinkler heads shall be installed only after flushing of the system
Use a separate sheet of paper lOr each item to be submitted 3. All ressure main line i ing between the int of connection and 3-02 PREPARATION P g
1 Backflow Preventer Fehco 92S-Y-BV p P P 1'r' has been accomplished to the complete satisfaction of the cit of For concrete information refer to the Standard Specifications for Public Works
the backflow preve.nter shall he installed as required by local code. Rancho Cucamonga Construction(Green Rook: Fdition per the City of Rancho Cucanu,ngal Refer to
2 Provide descriptive catalog literature.performance charts and flow The Contractor shall verify with the local govemin body as to A- Physical layout r
2 Automatic Controller Calsense FTI-24 DR charts fir each item to he substituted. g } Sections 4,_'Of. 303,and 400.as well as any other sections related to the unstallalion,
material type and installation procedures prior to start of J. Sprinkler Heads: per and post installation of concrete work.materials, labor.and clean-up. The
construction. Submit shop drawing for approval. 1. Prior to installation, the Contractor shall size stake out all pressure Standard Specifications for Public Works Construction is available tram:
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines,routing art location of sprinkler heads.
approved. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler
4 Fie Fac. Etc
PP I. Check Valves: 2. All layout shall be approved b} the City of Rancho Cucamonga prier heads to be installed in this work shall be equivalent in all respects BI Building News
'
B. The City of Rancho Cucamonga shall have the sole responsibility m accepting to installation. to those itemized. 3055 Ovei land .Avenue
P D'o' tY' P T t. Swing check valves 2"and smaller shall he 2O0 pound W.O.G.bronze i.os.Angeles.CA 9(()34
Irrigation submittal must he specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the (3101 202-7775
listed and should include solvent,primer-wire•connectors, valve, materials listed on the Drawings and Specifications. R. Water Supply: P g
and shall meet or exceed Fede-nal Specification WW V--511).Class A.
boxes.etc. No copies Drawings. In no case shall the spacing exceed the maximum
of manufacturer'- literature(catalog cuts)are
requires)as submittal information. 1.06 GUAR.ANTF:F. TYPc 1� 1. The irrigation system shall be connected to water supply point(,)of recommended by the manufacturer. 1.02 Scope
2. Anti-drain valves shall be of hear du virgin PVC construction with connection as indicated on the Drawings.
y duty g 3.04 TEMPORARY REPAIRS Furnish and install all concrete work complete as indicated on the drawings or as
3. Equipment or materials installed or furnished without prior approval A The guarantee for the irrigation system shall he made in accordance with the F.I.P.thread inlet and outlet. Internal parts shall be stainless steel specified,including, but not limited to the following:
of the City of Rancho Cucamonga may be rejected and the Contractor attached firm. The General Conditions and Supplementary Conditions of and neoprene. .Anti-drain vale shall he field adjustahle against 2. Connections shall be made at the approximate location(s)shown on ` s o P g g
1 p } p 5 the Drawin s. The Contractor is res onsihle for minor changes The City reserves the right to make temporary repairs a, necessary t keep the
may be ret uircd tc+remove such materials from the site ai his own these S ccifirations shall he tiled with the Cit riot to acceptance of the drawout from. to 40 feet of head. Anti drain valve shall be similar to g Tk s rinkler system equipment in o ratio condition The exercise of this right by the A. Furnish and set all reinforcing steel,bolts,and anchors.
expense. irrigation system. the Valcon"ADV"or approved equal. caused by actual site conditions. Poperating g , g
Cit shall not relieve the Contractor of his responsibilities under the terms of the
4. Approval of anv item.alternative nor substitute indicates only that the R. A copy of the Guarantee form shall he included in then rations and C. Electrical Supply: guarantee as herein specified. B. Install all items required by other trades which are to he cast into concrete.
P. operations J. Control Wiring: PP Y=
product or products apparently meet the requirements of the maintenance manual.
Drawings and Specifications on the basis of the information or t Except as noted otherwise•connections between the automatic 1. Electrical connections for anv and all automatic controllers shall he 3.05 EXISTING TREES C. Concrete mow strips.footings for walls.fencing.posts•benches,etc.,where
saml''es submitted. C. The guarantee form shall he re-typed onto the Contractors letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s)of connection as indicated on the applicable.
shall contain the following information: burial copper wire AWG-U.F.60O volt. Control wiring installed in Drakkings. Where it is necessary to excavate adjacent to existing trees.the Contractor shall use all
5. Manufacturer',.warranties shall not relieve the Contractor of his control wire conduit within structure shall he made with.AWG-TW
possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection
liabilit} under the guarantee Such warranties shall oniy GUARANTEE. FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each pp (s)shown on (2)inch and larger runts occur shall be done by hand. All roots two 12)inches and
supplement the guarantee. automate untroller. 2. Connections shall be made at the location
Common wires shall he white with a different the Drawings. The Contractor is responsible for minor change,cause larger in diameter.except directly in the path of pipe or conduit,shall he tunneled All finished concrete work shall be barricaded to pedestrian traffic for three(3)days.
We hereby guarantee that the irrigation systern 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 present scarring or excessive Barricade shall he placed imediatcly after concrete finishing Contractor shall furnish.
R. RECORD DRAWINGS free from defects in materials and workmanshi and the work has been completed in valve manufacturer's o w, drying. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his own barricades. Contractor shall he responsible for anv
p plessthan
specifications aril ore chart. In no case shall (2)inches in diameter.the wall of the trench adjacent to the tree shall he hand damage to new construction and replacement or repair of the work shall be made
accordance with the Ihawings and Specifications,ordinary wear and tear.unusual wire size he less than#14. 3.03 iNSTAi,i.ATK)N
trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall without added cost to the City.
1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to+repair or replace any defect,in material or be painted with two coats of Tree Seat,or equal. Trenches adjacent to tree should he
set of bluchne ozalid prints which shall he corrected dail.showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall he installed along the A. Trenching: s w tw , 4 hours-. where this of os , o n
closed ed ithin enr four(2 )he ur.,ani is n possible.sable.tine side f the 104 Clean-tip
p
every change from the original [hawing,and Specifications and the acceptance and also to repair or replace any damage resulting frena the repairing or same route as pressure supply or lateral lines wherever possible. acen to the tree shall be kept shaded with burls or canvas.
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight arid support pipe continuously on bottom of trench adjacent p p
u .se may be obtained front the( i of Rancho Cucannon a at cost. repairs or replacements within a reasonable t a s , follow Upon completion of all concrete work and before final acceptance.the Contractor shall
P � t} g p p na true a determined by the City. 3. Where mare than one(1)wire is )iced in a trench,the wiring shall trench. lay pipe to an,yen rade Trenching excavation shall fc 11
h' P P g g .,
P ,.06 FiF►.D QUALITY CONTROL, remove all tools,surplus matenals,apparatus.debris.etc.from the site and the site
This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped kpgether a1 intervals of fifteen I15)feet. layout indicated on the Drawings and as noted.
as a record set. replacements within a reasonahle time after receipt of written notice from the City.we shall he left in a clean, neat condition acceptable to the City.
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be.provided within three(3)feet of each Provide for a minimum of twenty-four(24)inches cover for all A_ Adjustment of the 5ystcm
2. The Contractor shall make neat and legible notations on the record expense acid we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paying or hardscaping.
1. The Contractor shall flush and adjust all sprinkler heads for
drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of optimum performance and to prevent overspra}•onto walks.
work as actually installed. For example, should a piece of equipment PROJECT:R(KHESTT)R AVFNFd) repair,the vale hornet may be brought to the surface without 3. Provide for a minimum of twenty-four(24)inches cover for all
be installed in a location that does not match the plan, the Contractor disconnecting the control wires. Control wires shall be laid]cxpsely pressure supply tines of three(3)inches or larger in diametet.
roadways.and buildings as much as possible.
must indicate that equipment has been relocated in a graphic LOCATION:NORTH AND SOUTH OF NEW 210 FC>nTHil.i.FREEWAY in trench without stress or stretching wire conductors. 2. 1f it is determined that adjustments in the irrigation equipment will
manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen(1 R)inches cover for all pressure
su l lines of two and one half(2 I12 1 inches or smaller provide proper and more adequate coverage.the Contractor shall
irrigation legend. The relocated equipment and dimensions will SIGNED: 5. All splices shall be made with Scotch-took#3576 Connector Sealing PP-' ' make such adjustments prior to planting. Adjustrnents ma} also
then be transferred to the original record drawing plan at the proper Packs.Rainbird Snap-Tile wire connectors.,or approved equal. Make
time. ADDRESSED- only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(12)inches for all non-pressure include changes in nozzle sizes and degrees of arc as required.
lines- t
3. Before the date of the final observation,the Contractor shall transfer PHONE: D.ATF OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control
all information frons the "record thawing"prints to a sepia mylar or valves will not he allowed without prior approval of the Cit of 6. Provide for a minimum cover of eighteen(18)inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be
similar mvlar material .Arrangements shall he made througli the city PART 2- PRODUCTS Rancho Cucamonga, wiring accomplished within ten(10)days after notification by the City
for obtaining said sepia mylar 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 niylar by a 2.01 MATF.RI.AIS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within Cit streets
unless othenk ise designated on the Drawings.
technical pen made express) for use on mylar material. Such pen susceptible to traffic loads.
shall he similar to those manufactured by Rapidograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s)shall he of size and type shown on the 5. Rain Bird EFI3-CF-PRS valves will be set per manufacturers
F--ser,or Daher Castell The dimension,shall he made a,to be easily specified herein.or approved equals Drawings. R. Backfilling: specification so that each lateral operates at design pressure.
readable even on the final controller chart (see Section C). The DESCRIPTION 0 F R E V I S I 0 N
original my}ar-record drawing"plan shall he submitted to the City of R PVC'Pressure Main 1 vine Pipe and Fittings: 2. Final location of automatic cnntmller(s)shall he approved by the Cil' L The trenches shall not he backfilled until all required tests are DATE APPROVED
B. Testing of Irrigation System:
Ranch, Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated
controller chart. 1. Pressure main line piping for sizes 2"and larger shall he PVC Class materials approved for backfilling,consisting of earth, loarn-sand% 1. The Contractor shall request the presence of the City of Rancho CITY O f RANCHO C
315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay. sand,or other approved materials. free from large cloxds n1 earth
Cucamonga in writin at least 49 hours in ad% o
anee f testing.
4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to be furnished by olhers. The or stones. Backfill shall be mechanically compacted in landscaped r €
reference,such as building comers•sidewalk edges.road 2. Class 315 pipe shall he made from an NSF approved Type 1,Garde !, final electrical hook-up shall he the responsibility of the Contractor. areas to a div density equal to adjacent undisturbed soil in planting 2. Test allpre-sure lines under hydrostatic pressure of iSO goods r
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 square inch and prove watertight p P
pope must meet requirennents as set forth in Federal Specification PS - T-. Electric Control Valve, areas. humps or other surface irregularities. LANDSCAPE IMPROVEMENTS
r-7O.with an appropriate pro oriate standard dimension(S.D.R.)(Solvent-weld Noce: Testing of pressure main lines shall occur prior to ROCHESTER AVENUE s/o HIGHLAND
a. Connection to existing water lines. - 1 I 1
b. Connection to existing electrical power. Pipe). I. All electric control valves shall he the same size and type shown on 2. A fine granular material backfill will he initially laced on all lines
c. Gate valves- p installation of tle ekes-tris control vales. ROCHESTER AVENUE S/O VINTAGE
the Drawings. No foreign matter larger than one-half I l%J inch in size will he
d. Routing of sprinkler pressure lines(dimension max. 1001 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved area,shall be tested under hydrostatic
along routing). Schedule 40 with solvent welded joints 2. All electric control vales shall have a manual flow adjustment. pressure ofI50 t prior
pounds per square inch and proven watertigh
e. Sprinkler control valves. 3. Flooding of trenches will he permitted only with approval of the Citv to paying. IRRIGATION & CONSTRUCTION
f. Routing of control wiring and locations of all splice hexes. 4. Schedule 40 pipe shall be made from NSF'approved Ty
lpe 1. Grade 1 3. Provide and install one control vale Mor for each electric control of Rancho Cucamonga. P EC I F I C!/�`1T i O N S
g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1795- All valve 4. Sustain pressure in lines for not less than six(6)hours. if leaks
h Stub outs for future connections. pipe must meet requirements as set forih in Federal Specification PS - 4. If settlement occur.and subsequent adjustments in pipe.valves. _ �
I. Other related e ui +meat as directed by the Citv of Rancho 21--W s rinkler heads,lawn. lantin or other construction are necessary_ develop,replace joints and repeat test until entire system is proven ) ,i F �j e�
q ! M. Control Valve Boxes: P planting. watertight. v ��' ��� "
Cucamonga the Contractor shall make all required adjustments without cost to thr
5. PVC solvent-weld fittings shall he Schedule 40. 11-1 NSF approved 1. Use. 10" x TO-3/4"round box for all gate vales. Carson Industries Cir. CITY ENGINEER RCE No. 24953
5. All hydrostatic tests shall be made only in the presence of the
5 (hi or before the date of the final field observation.the Contractor conforming to ASTM test procedure D2466. #910 12B with green holt-down cover or approved equal Extension General Contractor and the('itv of Rancho Cuanumga. No pipe shall Af�C,NI1 E FiFiA E)E iV GROUP
shall deliver the corrected and completed sepias to the City of sleeve shall he PVC with minimum size of six 161 inches. C. Trenching and Backfill Under Paving: DESIGN R E
be hack filled until it ha,been nhse.ned,tested.acid approved in LANDSCAPE ARCHII ECTURE
Rancho Cucamonga. Deliver% of the,epics will not relieve the 6. Solent cement and primer for PVC solvent-weld pipe abd fittings writing. `JUU SITE PLANNING
Contractor of the responsibility of furnishing 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 vales. I. Trenches located under areas where paving, asphaltic concrete.or
that may he omitted from the print,;. manufacturer. concrete will he installed.shall he backfilled with sand(a laver four 10621 CHURCH STREE, SUiTE 106
P Carson Industries# 1419 12B with green M,h-down cover or approved 6. Furnish necessary force pump and all other test equipment. DF SAWN RANCHO CUCAMONGA,CA 91730 ,C]f {E_E J L-
equal. (4) inches helow the pipe and six (6)inches above the pipe i and 3
C. Controller Charts: 7. All PVC pipe must hear the followingmarkings: n (909)484-2800 FAX: (9091 484-2802
p p I compacted ui layers to 45� compaction. using manual or mechanical J��U
tarsi ping devices. Trerxhes for i pin shall be con acted to ec ual 7. When the irrigation system is completed. perform a coverage test in
3. I-Ne 6"diameter x 8-3/4"deep round plastic valve box for all quick p p p g P 1 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',name coupling valves Carson industries#609-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be g p q HH��,K�L� F�D INC NO.
P g g water coverage for planting areas is complete and adequate Furnish
Cucamonga before controller charts are prepared. b. Nominal pipe size coyer ora approved equal. left in a firm unyielding condition. All trenches shall be left flush �WK
PP cl all materials and perform all work required to correct any 11 /8/02 2834
c. Schedule or clan DATERLA N0. ��&-4,
ADG No. UPH_9-_ ,Ao,5) 3 SHE E I 1-4_ OF
i
E
I
i
PT,ANTTNC SPF.CTFTCATTONS
PAR]' _i_-GENERAL PART 2 FXFCt7ION
C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination:
1.01 Scope of Work: good horticulture practices and shall he of the size and caliper normally
.01 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
Keep 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 prevent intrusion into the treated areas and to notify the public
Contractor shall provide all materials.labor and equipment incidental to and shall not he allowed to dry out. Bare root stock shall he separated and heeled-in, in approval of the Landscape Architect or City
-
necessar_y to it completing all work.as indicated on the drawings,as reasonably most calk or other suitable material until planting. Balled and but lapped plants B. No material or methods shall affect the landscape planting or hydroseed
implied.or as delineated in the Specifications as follows- shall have root hall 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 genninahon. No material or method shall render the job site unusable for
1.02 Standrrds
until planting. is insufficient in size to can-out the intent of the planting plan will not more than If)days from date of application.
accepted arid will he replaced at Contractor's expense.
2.02 Installation: 6.05 Non-Selective Herbicides:
All work and materials shall comply with governing codes, safety orders-standards, F Sizes of Plants Shall he as stated on the Plan Container stock(1-gallon. S
and regulations,and meet the minimum requirements of the Standard Specifications Mailed layout of plants within the planting areas shall be performed by Contractor
For Puhhc W,irks Construction(Green Rook) latest clition. gallon,and 15-gallon)shall have been grown in containers for at least one(1) Non selective contact herbicide and/or non-selective systemic herbicides(as
and approved by the landscape Architect and City prior to planting. year,but not over two(2)years recommended by the Pest Control Advisor)
1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and
F. Substitutions -Substitutions for indicated plant material will he permitted 6.06 Selective Herbicides:
shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and
A. All Contractors performing Site Development work. must he licensed in
accordance with the law;of the State of California are made-at no additional cost to the City. Except for authorized variations. Selective pre-emergent herbicides compatible with seed mixtures(as recommended by
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) i
B. Contractor shall provide the landscape.Architect and the City with a list of Gro Power Plus.5-3 1 15 IW-cy specifications.Iron Sulfate 2 lbs/cy 6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to he employed during the
course of construction ( G. Plants Not Avvroved -Plants not approved are to he removed from site
To he used for bidding purposes only,verify with Agronomic Soils Test.) immediately 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
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 reject entire lots of plants represented by defected samples. the plantinControl Adg areas will reqvisor's recommendations.ndd control prior to removal,spray these areas per Fest
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 he determined by City. A. Prior to the installation of the irrigation system remove and clear all weeds
damage. t
Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas.
D. Prior to start of site development work, the Contractor shall notify the and shrubs. Berms in turf area,to he removed prior to City acceptance. I. Plant trees that are to he located in lawn or ground cover areae after finish
Landscape Architect and Citi, to give starting and completion dates. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
grades are. first established and allow at least 7 calendar days prior to ow the surface of the soil. Physically remove all w s from site.
Contractor shall also supply the landscape Architect and City x ith the name PART 3- SOIi,PREPARATION ANDFINISHGRADING installation of said lawns or ground cover to pro,ide for thorough watering I bel h urfa e c h } end r m the n
and telephone number of the person in charge of the work.
of trees. All planting holes shall be excavated as defined on appropriate
1.04 Responsibilities and Coordination: 3.01 Scope of W irk: details. PART_?- LANDSCAPE MAINTENANCE
A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work:
A. Permits: The Contractor shall obtain and pay for all permits and inspections
required by governing authorities for the work to be perfornmed. incidental to(be soil preparation and finish grading of all planting and lawn
areas as shown on plans,as reasonably implied,or as delineated in theSoil amendments shall he as recommended in the Agronomic snits report Provide all materials.labor and equipment necessary for,or incidental to,performing k
B. Existing Conditions: The Contractor shall verify all conditions and specifications. all maintenance requirements as reasonably implied or as delineated in the t
dimensions shown on the tans at the site prior to commencement of any 4.04 Trees Stakes:
specifications including,but not limited to the following:
P P B. Furnishing.placement and grading.of topsoil for backfilling of planters if Maintain all plants and planted areas.
work under this contract. The Contractor shall verify the location and depth required. Trac stakes shall be lodge pole pine tree stakes. See tree staking detail nn plans for
of all underground utilities prior to start of work. Keep planted areas free of weeds and debris.
C. Cleaning and finish grading of planters areas and planting areas.
further information. Prune trans and shrubs.
C. Temporary I itilities: The Contractor shall apply for and pay all cost incurred Pruni trees
all plants and planted areas.
for all temlx+racy utilities such as water.electrical power and gas as required 3.02 Topsoil:
PART 5-GROUND COVER AND BEDDING PLANTS Irrigation.
n
by him for the construction of the project. Tennp)rary services shall be
coordinated with the City and other contractors on the job site. 5.01 Scope of Work:
lnsecticidc spraying. i
1 A. Existing on-site soils listed as'acceptahle'under'Si[e Grading'specification.
D. Survey,Reference Points,and Elevations: The Contractor is responsible for Provide all materials and equipment and perform all work necessary for and 7.02 Fertilizers:
R. Topsoil imported to site for use as fill,backfill in planters and mounding, e9 P i1e '}•
establishing all surveys.reference points and elevations required by him,and shall he sandy textured. Silt plus clay content of this soil shall be no greater incidental to installing all ground cover and bedding plants,as shown on plans,as
shown on cans for proper execution of site construction. reasrnmahl im lied,ur delineated in the s cificatiuns. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8
P P I'c than 15% h)weight. The txmm content of this soil shall he no greater than I y P lx Gro Power Controlled Release Nitrogen.as designated herein.or approved
part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro
E. Traffic: The Contractor is responsible for all temporary traffic harriers and absorption ratio(S.AR)shall not exceed 3.0 millimohos per centimeter at 25 C. 5.02 Bedding Plants: Power 1909)393-3741.
detours required by hint for the construction of the project. All temporary In Order to ensure conformance,samples of the imported soil shall be
traffic handers and detours shall conform to all conditions required by the subnnitied to an agronomic soils testing laboraton.approved by the project Perennials and Annuals: Provide healthy container grown plants from a recognized
City or governing authorities nurse and of the s ecies and variety shown nn Inns. R. Ammonium Sulfate: Granular form containing not less than 219( nitrogen and
Landscape Architect for analysis prior to use. Result of testing to he delivered n' P P 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."
1.05 Defective and Unauthorized Work: 5,03 Ground Cover: Section 1030 of the Agricultural Grade.
3.03 Soil Amendments:
All work which is determined by inspection to he defective in its construction or Ground Cover. Provide ground cover of the species shown on plans. Ground cover -7General:
deficient in any of the requirements of the plans and specifications,shall he.remedied All soil amendments shall he as specified in the Agronomic Suitabilitv/Fertility soils shall he established and well rooted in flats or similar containers.
or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting.
acceptable to the Landscape .Architect and City. 5.04 Mulch:
3.09 Soil Preparation:
1.06 Inspections: Mulch: Shall he of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed
All work on irrigation system shall he complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance
The Contractor shall arrange for inspections by notifying the Iandscape Architect.City approval and.fine gradingcompleted,prior to rotntillin and prior to soil 5.05 Coordination: of total ro act. Replace any dead or dying tants as directed b the[andsca
PP 1 P € P P t F €P y Pe
and governing authorities.24 hours prior to time of inspection, unless otherwise amendment work. Architect and City representative.
noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Drs not have plants delivered to the job site until site conditions are ready for
the inspection pertaining to the project scope of work will apply: After rough grades have been established, are all lawn and planting areas h planting. It-planting is delayed.keep plant roots moist and place in a A. trri ation: Operate irrigation system on an established to maintain
K 1' Pref P r
tilling or cross ripping to a depth of 12 All rock and debris more than 2" in y sheltered location protected from the sun.wind and other damaging all plants and planted areas in a healthy condition. Irrigationstem run-off
Rough Grading. dianmeter shall he removed from the site.except for areas that are to be sodded, in elements. shall he kept to a minimum. Damage to irrigation system resulting from
Drain Lines and Catch Basins. which all rack and debris more than i" in diameter shall he removed. maintenance and equipment and/or maintenance personnel,shall be
Irrigations(main line pressure,coverage& system operations test). R Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of
Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the C'.ity. No repairs
Plant Material(delivery8 placement). other than emergency repairs shall he accomplished without written
P Water area thoroughly after rotntilling is complete. Incorporate evenly into the top 4" 5.06 Installation:
Substantial Completion inspection(at completion of landscape improvements) to 6'• the following for each 1,000 square feet of planting area permission from the City.
- Days.
Final Inspection after
pecon( 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 Preconstrvctinn job conference with the landscape Each plant shall he planted with its proportionate amount of soil so as to minimize
Architect and City a minimum of seven(7)days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall he such that snit does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an
biddingpurpose,because soil conditions may change drasticall •from the time these removing plants from container. a. roved herbicide program
1.07 Guaranties: P D Y € ) PP P €
c c
specificah con. were developed to the time the actual soil conditioning take place.
Therefore.. the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance
A. Plant Materials: All trees,shrubs.ground cover:bedding plants and lawn 25.(1(]0 square feet of planted area. s so ccs proper surface drainage. A 4" laver of mulch material shall hes read over the entire
q p Thee soil tests,hall he conducted by an P P € P program and as may become necessary thereafter by an approved meth<xi of
shall be guaranteed from date of final acceptance of landscape construction approved lamer area after rade is established. Waterin shall regi❑immediatct after
P a r ped.Agronomic a+' c s ' y
1 p Ag n-mu _soils to-flog tatx raft R approved by the project landscape P € € pest control, to keep all plants and planted areas free of insects 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 he reviewed h the Cit nor to an applications. Pest Control
1 P € Y YP Y PPi"
job conference. shall include Gopher control.
Trees 24"box& larger 1 year 5.07 Protection:
Trees 15 gal. & smaller i year 3.05 Finish Grading: D. Pruning: Prune all plants.as designated and directed by landsca a Architect.
Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to € P € P
Y P ars' € P P € P at start of maintenance program and continue to prune plants as directed or
Ground Cover 120 days After rototilling operations are complete,grade area,to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program
Bedding Plant 120 days planting. All flow lines shall he maintained and proper tolerances shall he met after
Lawn(s(d) 120 days setticuncnt at the end of the project maintenance period. PART 6- WEED ABATEMENT Remove trach weekly. Edge ground cover to keep in hounds and trim tap
Lawn(seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gopher:and moles:repair damage.
Guarantees begin after the project acceptance by City and at the end of the grade change.
184 day maintenance period. landscape Contractor shall replace and plant Provide all material.equipment,and labor necessary to perform all work as indicated PART 8-ACCEPTANCE.OF PROJECT
all materials which have died within the time span stated above.at no cost 3.06 Coordination: on plans,as reasonably implied.and as delineated in the specifications.
and within 5 days from receiving written notice from the i andscape Architect 8.01 General:
or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall he coordinated with the installation of the irrigation 6.02 Quality Assurance:
period,City may replace dead material with new material and charge the system rntotilling and soil amendment work.and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for
Iandscape Contractor for all expenses incurred- section). A. The Applicator of all weed control materials shall he licensed by the State of all landscaped 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
R. Construction Materials: The contractor shall guarantee all workmanship and PART 4- TRFES 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,fora period of one year from date of final Maintenance period shall he adetluate to verify plant characteristics and
acceptance of project. 4-01 Scope of Work: B. All materials and methods must conform to Federal.State_and local establishment.
Regulations.
1.08 Material and labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall he made that affect the establishment period: The first
shown on plans.as reasonably unphed and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the e
Upon completion Contractor the work.the Conlracr shall present to the City,signed epics of beginning of the establishment period,and the second at the encs of the
all labs+r and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 D E S G R I P T I 0 I V 0 F R E V I S 10 N DATE 1APPROVED
1.09 Disposal and Clean-u Prior to the installation of an •weed control materials.the landscape Contractor shall day period,due to defective maintenance,then continue establishment until
P P' A. Nomenclature -Plant names indicated on the drawings conform the"Standard y P
$ all work meets with the Specifications and can be approved. RANCHO
q A /l p
Plant Names"established by the American Joint Committee on Horticulture. submit to the landscape Architect/City a list of tine weed control materials and �/"'A1 (\V/I I AVI
Remove all waste materials(including excavated material classified as unacceptable quantities per acre intended for use in controlling the weed types prevalent and C U C 0 A
Except for names covered therein•the established custom of the nursery is B. At termination of establishment period all plant material shall be live.
soil material),trash and debris generated or encountered during the course of expected on the site,as supplied by the Pest Control Advisor. Pcst Control Advisor
followed. healthy,undamaged,and free ofinfestation. Inferior plantings shall he
landscape construction.and legal],, dispose of it. During the course of the work, shall furnish the Landscape Contractor arid I andscape Architect and City data to
remove surplus materials from the site and leave remises in a mea and clean demonstrate.the compatihilih�of the overd control materials and methods with the replaced and brought to a satisfactory condition before final acceptance of
P B. Condition Plants shall be symmetrical. typical for varieri and species,sound. work Will he made. All areas shall he neatly raked and free of weeds. LAIMPROVEMENTS
condition (']can up and remove all remaining dchns and surplus materials upon intended planting and seed varieties present LANDSCAPE
health),vigorous.free from plant disease. insect pests.or their eggs,and shall ROCHESTER AVENUE s/o HIGHLAND
cnmplctinn of work. leaving the prmises Heal and clean. The site shall he cleaned have healthy, normal root systems.well filling[heir container,buy not to the
upon the re<luea of the inspector, point of being root bound. Plants shall not be pruned at anytime.and in no
C ROCHESTER AVENUE S/O VINTAGE
se S
a. shall frac_ be tcPP ed.
PLANTIING SPECIFICATIONS
APPPUVED BY. 1)A1 L
CITY ENGINEER RCE No. 24953
DESIGN ARG Hl T E RRA DE 5 ,N GROUP R M
JDD LANDSCAPE ARCHITECTURF
SITE PLANNING
10621 CHURCH STREET.SUITE 106
E)HAWN RANCHO CUCAMONGA, CA 91730 L 14
JDD (909)484-2800 FAX: (909)484-2802
CHECKED WING NO.
RWK DAT 11/8/02 RLA N0. 2834 -L,
ADG No. UPUy_�)A, b13