HomeMy WebLinkAbout1903-L DEVELOPER/OWNER
SUN CAL DEVELOPMENT
5109 East La Palma Avenue, Suite D
CA 92807
Anaheim,
(714) 693-6700
TRACT # 16306
DAY CREEK BLVD . , VINTAGE AVE .
VICINITY MAP GENERAL NOTES SHEET INDEX
GENERAL NOTES:
1, THESE NOTES SHALL BE USED IN CONJUNCTION ITH THE 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING
PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE CRITERIA: LE SHEET
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
A,
BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SH U
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2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE AREAS-8"WIDE X 6"DEEP-CONCRETE HEAD SL-2 CONSTRUCTION PLAN
,' ,- 8� E 4� CI ENGINEER PRIOR TO COMMENCING ANY WORK. EE CITY-MAINTAINED TURF AND ANY PRIVATE-MAI E-
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NANCE-8'WIDE X 6°'DEEP CONCRETE HEADERS
3, ALL WORK SHALL BE'PERFORMED ACCORDING TO CURRENT E CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTE- L-3 CONSTRUCTION DETAILS
f} v4 ; ryta t r
CITY STANDARDS AND THE URE STA DARD ACE- IDE 6"DEEP CONCRETE HEADERS
A
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. E TH METAL FENCING ADJACENT TO CITY-MAINTENANCE L IRRIGATION PLAN
-
-4
6 IDE X 6 DEEP CONCRETE HEADERS
4. THIS WORK SHALL BE INSTALLED 13Y A LICENSED CONTRACTORIRF,1G1ie\TI0t',I AND
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ST -f--- WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEVIIALK LAYOUT,WHERE SHOWN,IL-5 IRRIGATION DETAILS
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LIABILITY D PROPERTY DAMAGE.INSURANCE AS REQUIRED CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK
Ai
Y LAW. LAYOUT SHALL BE MADE IN THE E FIELD,AD ADJUSTED AS
Sri° a
NECESSARY TO MEETFIE
LD CONDITIONS AS APPROVED THL-6 PLANTING PLANE CHECK FOREz 5. EXISTING UTILITY LOCATIONS PRIOR TO PUBLIC WORKS INSPECTOR PROJECT PLANNER,PRIOR T
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EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND FINAL CONSTRUCTION.
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w CY •.1.- ! 7. .a a - •�- w BR. 0% "ETAIL00"'
UNDERGROUND SERVICE ALERT AT 1-800-422-4133 O
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L-7 PLANTING u
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��a _ WORKING DAYS.PRIOR TO CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
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FOLLOWING CRITERIA:
U -gmie"'N 't"'PE'U""IFICATIONS
UN0"`TR"'C I U Z)
CFIFROKEE.-
6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC L-8 IRRIGNATONN & C`*
fR b : 1 `� 4-` :Gta f ~i0.
a � — '� � - momN, r vi - � zcuxEAU ACCEsw SOILS REPORT SHALL FURNISHED TO THE CITY INSPECTOR P IN ACCORDANCE WITH CITY STANDARD PLANS.
P A ` - - I C A
AND ALL RECOMMENDATIONS FROM'THIS REPORT SHALL PRIOR T THE COMMENCEMENT OFA Y PLANTING,ING,AL-9 PLANTING b1jLUIF ATION "'
�f- ;Astk� n s Ay Iia SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWNAGRONOMIC SOILS REPORT SHALL E FURNISHED TO THE CITY
INSPECTOR. ANY CI USUAL TOXICITIES OR NUTRIENT
i{���, �` _ ��`� � OWN THE PLANS. DEFICIENCIES
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Q ALFA 1__
F CIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS
' = � L-1 Ur" ELECT"ICAL SP
�. ,�PISt } ' � -- -_ __ f �. WALL FOOTINGS AND REINFORCING SHALL NOT LOCATED DETERMINED Y THE CITY INSPECTOR.
M6, �,���,,, paw WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND'
ALL PUBLIC TREES ARE SUBJECT TO l ECTION AND
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4STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE ACCEPTANCE B°f_k HE ENGINEERING DIVISION. L-1 1 ELECTRICAL DETAILS
aVic tt a 1 x� � ,,� 'a wS CUM CITY ENGINEER.
PUBLIC TREES ARE T£7 E PLANTED PER PUBLIC IMPROVEMENT
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P LY
g arc> j effMA ST 8. LOPES IN EXCESS OF►VERTICAL FE SHALL HAVE A 2 WIDE 818 06�X911ELECTRICAL
�pyi SITE
77
33 FLAT AREA AT THE TOP OF SLOPE AND ALL SLOPES SHALL 15. PROVIDED FOR.YOUR.CONVENIENCE ARE THE,FOLLOWING:
:� - �I""��f;'• .. G� `�-`est' .. ..� '' f
fCT M5 HAVE A i FOOT WIDE FLAT AREA AT THE TOE OF SLOPE.
Van.fi' sista ac � ^� 5,® _
t 45 �� A. SAN GABIEL VALLEY MUNICIPAL ICIPAL ATER DIST. {800}483-3000
ss w 8. UPON COMPLETION OF INSTALLATION,A ESTABLISHMENT JAMES F EI
, � ,MIMA IETL,I97R S m{ M4� �: PERIOD SHALL'COMMENCE,AND UPONWRITTEN VERIFICATIONA (800)427-2200
T E m oV i:..,...� ._.
_
� _ FROM THE INSPECTOR THAT ESTABLISHMENT IS _ GENERAL TELEPHONE
ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD
- g {TYPICALLY 180 DAYS}SMALL COMMENCE. SAID MAI C. EL
MAINTENANCE CUTE CALIFORNIA GAS COMPANY {�` p�}867 2591
-�--*j ot; a.d +1 d•.L.S FIF.IPPI � _ rte.4r�
.. ; SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,
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w; FALL COLOR, FLOWER COLOR,OVERALL PLANT HEALTH,AND D. CUCAMONGA COUNTY WATER DISTRICT
su' 7 E7
TE
I Cr 16 ff fMft ;. WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. 9641 SAN ERNARDI ROAD {gag}593-7474
3' � Is I PA4 �, a. - MAINTENANCE SHALL INCLUDE MOWING,WEEDING IRIGATI C:I r CUC%AYin PL U skyam ME MO)NGA CA 91730
' ,• jr_ t -f f Km sr aaWAMMM .. a ,.aw
I( PRUNING, RAISINGTREE T BALLS WHICH SETTLE BELOW {gag}g83- gg6
$ y1 _c a
z d s R. 22 I GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS E E. METROPOLITAN WATER DISTRICT
WjaqWrfM.ME 23 S., ' NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE
�P: q u� fA M 25 RIM PtW � ►Ia EI >zFt XK ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND F. ADELPHIA CABLEVISION
ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN DUPONTT.
GOOD WORKING ORDER WITH PROPER COVERAGE,REQUIRED (PORTION OF RED HILL) (800)566-2757
PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ONTARIO,CA 91762
1o. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CA LEVISION
PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C:A. FOOTHILL BLVD.#120 (80%655-4665
RECOMMENDATION. RANCHO CUCAMONGA,CA 9173a
L;U N Z.4)U L I A N m9l"S
11, CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN.CALIFORNIA EDISON COMPANY
DIRECTION OF A CLSE SE REPRESENTATIVE,PHONE NUMBER 7951 REDWOOD AVE.
760-438-0525. FO. ..ANA,CA, 92336
CIVIL
ARCH ITECT'Ll RE L
ELECTRILCAL
SITE PLANNING
LIGHTING DESIGNERS
MDS CONSULTING LOB
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10621 LAN Lj Church Street
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17 HillAve. Mite iI� er, ve."A"E Q1 1 uANTI"v1"IE%%
SuiteIrvine , California Tustin , California
Rancho Cucamonga
14 92780-7204
CA 91730
_ Tei; ) 1- Tel; (949) '733-
BLVD._j DAY CREEK i i i
TREES
'IrFaX ( -
aX ; 1 1- 1 aX ; 4 -
{ _ TREES
Platanus.racemose California Sycamore A 3fi"box Brachychiton acerifolius Australian Flame Tr 2 15 gallon
T F Te I II LETH
i
{ rachychiton populneus Sone Tree EA 1 gallon Rhus lancea (Multi-Trunk) African Sumac 6 EA 1 gallon
_ AVE.g Richer�d Krrarnv�riede
- Pyrus calleryana'Aristocrat' Anistoc;rat Pear 22 15 gallon Platanus racemose California Sycamore 1 15 gallon
Washingtonia robusta eMcan Fan Palm 16 EA. 16137 CA Lic.#2834 AZ Lie.# 8115
TTL PROJECT AREA 5,548 SF. NV Lie. #446
TTL PROJECT AREA 29,482 SF. TTL OF SIDEWALK AREA 2032 SF.
TTL OF SIDEWALK9,132 SF.
TOTAL L T I L 322 LF.
__..
cr_ TOTAL LENGTH OF SIDEWALK, 87V LF. TTL AREA OF SIDEWALK2,032 SF.
TOTAL AREA OF SIDEWALK AT 4'WIDTH 3,480 SF. TTL AREA OF SIDEWALK IN EXCESS4"WIDTH 0 SF.
TOTAL AI T 5, 2�SF. TTL AREA OF COBBLE
TOTAL AREA OF COBBLE HARDSCAPE 6,011 SF. TOTAL PLANTING AREA 2,502 SF. 4CR ^4 � ./ �°®
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f TTL 14,339 SF. TTL LSF.OF CITY MAINTAINED WALL 153 LF
TOTALL.F.OF CITY MAINTAINED WALL 774 LF TTL NUMBER OF DECORATIVELIGHTS 0
TOTAL NUMBER OF DECORATIVE LIGHTS 9
IIZ I fil I L l� N WALLDESCRIPTION OF REVISION
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BANYAN
TRACT #16306
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SUMMIT AVE. DAY EE' @ Muew
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TITLE S nl 'E E"T
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VINTAGE AVECA APPROVED BY DA �
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.� CITY ENGINEER/ RCE No
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All DESIGN
ARCHITERRA.614SIGN GROUP REC ENDED
KPF
---LANDSCAPE ARCHITECTURE
- SITE PLANNING
R oaDRAWN10621 CHURCH STREET,STE..106SHEET
RenoDate gas 2�Q� 9AC,99�s4 2
N.T.S. , Date ( { 2
6/1.2/03
CONSTRUCTION NOTES CONSTRUCTION LEGEND
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' '" 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN O 6' HIGH SLUMP BLOCK WITH WHITE SAC FINISH PERIMETER WALL AND STONE AROUND PILASTERS, PER SEPARATE
23 OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE PLAN SUBMITTAL.
r IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND INSPECTOR. THE CONTRACTOR SHALL ASSUME FULL
I i RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
2a i F 22 O2 6' HIGH TAN SLUMP BLOCK PERIMETER WALL, PER SEPARATE PLAN SUBMITTAL.
2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS
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2 SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. O 6'-6" HIGH BATTERED BLOCK PILASTER WITH COBBLE VENEER, PER SEPARATE PLAN SUBMITTAL.
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I 3. FOR SITE GRADING SEE CIVIL ENGINEER'S GRADING PLAN.
7
� � 4 6'-6" HIGH x 24" SQ. SPLIT-FACE PILASTER, PER SEPARATE PLAN SUBMITTAL.
II
4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. O
.. �.......-, -. I .. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
14 O RETAINING WALL EXTENSION PER CIVIL ENGINEERS WALL PLANS.
P.A ' PA 1I 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS.
MINOR MONUMENT WALL. SEE DETAIL E, SHEET L-3.
B +I 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH
O
4 +
- I CONSTRUCTION OPERATIONS AS SHOWN. O SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE
CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL.
2
T TO REDUCE IPS ABRUPT CHANGES AND SHARP
7. SURFACES SHALL BE FORMED WITH LONG SMOOTH GRADIENT D E D
15'-3° ,c �I
CONCRETE SU ,
,,� +I TRANSITIONS. O
N HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
13 1
PAI t ,�2'9" 15 .
5-6" � 8. ALL CURVILINEAR WALKS CURBS, CONCRETE MOWSTRIPS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE
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N n I APPLICABLE. ALL FORM WORK TO BE APPROVED BY CITY INSPECTOR PRIOR TO POORING. 9 EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS.
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18 I
" 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE
a'-0° � � � 1 o DAY CREEK DECORATIVE LIGHTING. SEE SHEETS L-10, 11, & 12.
+ PRECEDENCE.
:e o? 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 11 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
2'-9 ` , I
PA PA 4 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: 12 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
+ EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303, AND 400, AS WELL AS ANY OTHER SECTIONS
-: 1 ,� RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP. 13 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
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�- - �J ' I 14 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
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N + LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY PERTANDAR ITY
C STANDARD
' W +I 15 DETAIL NO. 542, DETAIL A& B, SHEET L-3. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
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17 A. 36"
16 B. 24"
C. 18
r t 16 COBBLE PAVING PER CITY STANDARD DETAIL NO. 542. REFER TO DETAILS B& C, SHEET L-3.
N 8
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PL.
" TAYLOR CANYON 17 6 CONCRETE HEADER PER CITY STANDARD DETAIL N0. 534& 542. REFER TO DETAILS B& D, SHEET L-3.
+. 18 SLOPES PER CITY STANDARD. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
W 19 DRAINAGE EASEMENT. SEE CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
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8
STORM DRAIN. SEE CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
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17 21
Z 7 t � + SEWER LINE. SEE CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
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HIGH,T T REMAIN. PROTECT I P
:;�� 22 EXISTING 6-0 G AN SPLIT-FACE WALL 0 EN LACE.
I I 19
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t 4 ,� 23 EXISTING CITY SIDEWALK TO REMAIN. PROTECT IN PLACE. 20
t4 P A -6" 1 +I I 21
TYPI 24 EXISTING CONCRETE MOWSTRIP, CONTRACTOR TO CONFIRM CONDITION AND LOCATION.
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CCH DAY CREEK BLVD.
20 19 18 - - - - - - 17 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15- - - - - - - - - - - - - - - - - - 14- - - - - - - - - - - - - - - - - 13 - - — - - — - - — — — — — — — — - 12- - - - - - - - - - - - - - - - - -11 - - - - - - - - -
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MEDIAN NOTE:
FOR HARDSCAPE LAYOUT IN MEDIAN ISLAND, °=
SEE ARCHITERRA DESIGN GROUPS PLANS.
EXISTING UTILITIES: 0 SHEET KEY MAP_
CONTRACTOR TO RAISE OR LOWER ALL UTILITIES TO SCALE: 1" = 30'
MATCH FINISH SIDEWALK OR COBBLE ELEVATION. '"
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--- DESCRIPTION OF REVISION
>_ I DATE JAPPROVED
- Q CITY of RANCHO CUCAMONGA
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BANYAN ST. m
TRACT #16306
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co DAY CREEK @ MONTERRA II L. M . D.
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NTACE AVE. DAY CREEK BLVD., VINTAGE AVE.
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- ®LN CONSTRUCTION PLAN
Underground Service Alert WALKWAY LAYOUT NOTE: N.T S APPROVED BY: DA1 Ei
CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS
AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR L*p SC APE CITY ENGINEER RCE No. 2495
Call: TOLL FREE ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S PLAN CROSS REFERENCES w�MW 4 RRA
STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD y a� �aP s DESIGN / ARCHIT CAPE A GN GROUP RECD ENDED
` ' KPF LANDSCAPE ARCHITECTURE //
CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740. FOR NOTES AND LEGENDS, SEE THIS SHEET
1 -800
�, �" SITE PLANNING
FOR DETAILS, SEE SHEET L-3 -- - �g� e 10621 CHURCH STREET, SUITE 106
' FOR SPECIFICATIONS, SEE SHEET L-8 --- DRAWN RANCHO CUCAMONGA, CA 91730 SHEEI
422-4133 Renew Date L-2
04 '� JDD (909)484-2800 FAX: (909)484-2802
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 s� , _�_ a.� RLA NO. 2834
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 qr oQ CHECKED DRAWING N0.
F OF C p,\,\� JAF DATE 6/12/03 JOB N0. 0307-5 /16 .3 - L
SHEEI OF
COBBLESTONE 2q IN R.O W. FLAT SIDE UP
&��' MOW CURB CASE 1
CIT ST D.534 MORTAR TOOL MORTAR JOINTS SIDEWALK
TO ACCENT GOBBET OR CONCRETE
�ONEHEADER
CAPE 1 (-.� ) r -
MORTAR EVEN
6'MIN. CURB
• v .' W.CURB
AND WALK
3'DFRNE H CON,,^Hf IF BED
UNDFRNE AT H CDBBO FSTDNE
24' W 2 (LOCAL ETR PLAN) 3'MIN DEPTH AT
1 EDGE OF OOBBLF
SIDEWALK OR CURB COBBLESTONE IMIE
HEADER-112'RADIUS
D EXPOSED EDGES&FINISH PER PLAN
1 DC9NDITIQN V IN LAWN (INSTALL AT SPADE LEVEL AT SWALE
Z'IN PLANT BED CROSSINGS)
1/2'RAD. :: .. _ t;. n♦
31n-MINHIUM 6'OR 8'
CONCRI I E BED EE FINISH GRADE
NOTE
N6 24 6- t.�M•
• • CAM X.rTWMORTAREDSTOWSWALE T !•�•
•' . • H
• • GGREGATE GRADATIONS •�•� __
RE-BAR CONTINiIOus
CEsroNF CONCRETE culla SI *4'P(3T (UNLESS OTHERWISE INSTRUCTED}
4.CONCRETFBED W:43 BAR #2 i. #31
' BENEATH COBBLE100.cl I i0 - _ 100
SEE ABOVE DETAIL -
1 29.8 98.9 100.0 100.0 99 95 TO 100
�
CURB AGUTTER FOR END coNDRION 3/4" 7.9 76.4 100.0 100.0 88 77 7d 93
MIN,r<MAx.RAD. 112" 4.4 20.6 100.0 100.0 60
4 2 3 3/8" 32 6.8 91.3 100.0 52 50 TO 70
n #4 2.1 2.9 18.3 49.6 43 39 TO 51
ab
K PCC MOW CURS PER A #8 0.0 1.9 4.0 82.0 34 31 TO 41
P.
CITY STD.534 - .•<- : : .�. - .•:-�. #16 0.0 0.0 2.2 60.9 25 22 TO 32
LEGENd:
� ' -" ! : l :A' :. t.•'• 430 0.0 0.0 1.3 37.1 15 121022
TMIN.!4MMX RAD. .: .. i•,
I. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST i/3 OF BOULDERS - #50 0.0 0.0 0.0 16.8 7 3 TO 9
DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE NOTES: SIDEWALK HARDSGAPE #100 0.0 0.0 0.0 5.5 2 0 TO 3 NOTES
PAVING. LANDSCAPE ARCHf FCT TO APPROVE BOULDERS AND SPOT 1. CONCRETE CLASS 520 D-250D. JON AT RIGHT ANGLES(TP.) 1#200 0.0 0.0 0.0 2.4 1 0 TO 2 1. PROVIDE SCORE JOINTS AT i7-0'QC AND 3B'EXPANSION
LOCATIONS PRIOR TO INSTALLATION. 2. Root SUES,UNLESS OTHERW?3F SPECIFIED.SHALL BE JOINTS AT 20'-O'G.0
BOULDERS:MAX.3-0'=MIN 2-0' %OF MIX 1 0% 50% 1 10% 40% 100 ro 2. 8'WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND
2 1l2'POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS.
COOK FSTOWES MAx 12• LIN cWITHONEFLATSIDE GROUND DOVER AREAS AND BETWEEN GTY-MAINTAINED TURF AND
3. BOULDERS SPALL HAVE IM EMBEDMENT,COBBLES SHALL HAVE 219 EMreEaAFINT. PRIVATELY MAINTAINED AREAS
4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D MORTAR. 1 PART CEMENT
3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CIVIL Toe-u2 PARTS SAND 20DOP31 PORTLAND CEMENT CONCRETE (NO DRY PACK'IS ALLOWED) NOTE:WASH TO ACHIEVE SAME EFFECT AT SAMPLE(APPROVED)AREAS. NOT HIGH 3 CONCRETE TO BE 520-C-2500 MIN
ENGINEERS PLANS FOR FINISH. 5. A SAMPLE AREA,MIN 40 SO FT,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO
PROCEFDIW Wn H REMAINING ROCK WORK FINAL RESTING PusrnoNOFALL ROCKSTOBEAPPROVEDBYTHECITYMSPECrat. PRESSURE. CONSULT INSPECTOR
6. ROCKS SHAL L BF lwCOI H.ROUNDED AND FREE OF OBJFCTHONA_RI E DISFIGURATIONS d EXCF�',YE IRON CONTENT.
4. 90%COMPACTED SUB-GRADE. 1. ALL COBBLESTONE AREAS SHALL HAVE 6"x E CONCRETE HEADER AS AN EDGE AT PLANTING. �
B. ROCKSCAPESHOULD FOLLOW GRADE WIHERESLOPES EXIST AND MAIWAIN A2%MIN ATALL TIMES WITHNTHE R.O.W. CITY i/
OF RANCHO CUCAMONGACALIFORNIA
CITY OF RANCHO CUCAMONGA CALIFORNIA AP"'°``' S,ANDARUPLAN
RIVER WASHED GRANITE CONCRETE HEADER 534
ST ANIWID PLAN
COBBLESTONES 542 acEB P4953 DATE SHEET,oFt
sE WITH STANDARD SPECIFICATIONS FOR PUB TC WORK.4 CONSTHUCI ION
co
wCR Y ENf NEER DATE
USE WITH STANDARD SPECWIGATIOW FOR PUBLIC WORKS CONSTRUCTION SHEET 1 Of i
E GRADATIONS 4 CONCRETE HEADER
BOULDER BY PAVING BBL , AGGREGAT T
SCALE: N.T.S. # 534
SCALE: N.T.S. SCALE: N.T.S. # 542 � - ' SCALE: N.T.S. SCALE:
LEGEND t19'-0" - -
24'" STRIaC aC•4ma NC r a I
�k`r-� LANC•ETO1C�A.� -i:IA7'n
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FOR FOD t ASSOCIATES-
EQ
SSOCLA7LS STRUCTURAL CDN_ � - -
1
1. 4'THICK POL*WPLACE NATURAL COLOR CONCRETE CAP TIED TO#4 VERT.REBAR IN WALL ALTERNATE BENDS INTO CAP. EQ EQ LANSTItGSTur�AL ASSOCIOETAILS AND �•PROVIDE(2)TWO#4 REBAR HORiZ.SET IN MIDDLE OF CAP AS SHOWN. PROVIDE SAW CUT JOINTS EVERY 24'o.c.CONCRETEWITHIN FIRST 24 HRS.AFTER POUR. c�AL�s oN FRE cxr, �pVirgtla� v6' 6"I
2. NATIVE WASHED ROCK COBBLE(FROM LOCAL SOURCE)V-8-IN DIA MORTARED TO POUR-RPL ACE WALL BATTER t'OVER 9' 1 I t rd*x ,I I
VERTICAL RISE ON PILASTER,NO BATTER ON WALL JOINTS NOT TO EXCEED 1/2'RAKED CLEAN. CONTRACTOR TO ATTACH t I LWA T ibLF P
MASONRY CUPS TO WALL AND PILASTER PER MANUFACTURER'S RECOMMENDATIONS. SAMPLE AREA TO BE APPROVED BY t I �"` '"' -A"3' ►
INSPECTOR AND COBBLES TO BE SMOOTH,ROUND AND FREE Cf OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT.
3. MONOU TiHIC POURED CONTINOUS CONCRETE FOOTING. PROVIDE MIN.6'COVER OVER TOP OF FOOTING TO FINISH GRADE. '� ' 0 I i
4. (3)THREE#4 HORiZ.REBAR CONT.SET IN MIDDLE OF CONCRETE FOOTING AND TERhMNATE AND TIE INTO LOOPED REBAR OF L
PICAS 20° , 0 Lxw S►AMIdI� YWR1f1ACitA® sr Limm LacRr' tS X1+4.0 1�It t � 2*t'Mai, SIDE!WA.LK
TER FOOTING. MOOEL AS FOLLOWS: --+
u Ll8 1/r0 1OOMHi-OM550 SO2-oTA/240 NS-LD-SLP'5. (2)TWO#4 VERT.REBAR 18'o.a TIE INTO HORIZ REBAR APD FOOTING ALTERNATE BENDS AS SHOWN. TYP. b.� �27
----..--,� -c�+s-�A,AL�eu-ts-c.�t-a/+�2o�
9 10 1/2-OEC-NX7X_WS --
6. #4 HORIZ.REBAR CONTiNOUS TIE INTO PILASTERS AT END OF WALL TYR ^WLABLE THROUGH PWJDENTtAL LMHTNC
(213)-74"300 EXT. 035 ' POLE BASE
7. 16"X 8"X 16'PILASTER CMU BLOCK FILLED SOLID WiTH(4)FOUR VERT.REM IN EA CORNER TE HORIZ.CONTINUOUS FEW I i
FROM WALL TO VERT.TIES.
8. NATURAL COLOR PRECAST CONCRETE PILASTER CAP#Q4r,16PC BY Cx"CRETE PRODUCTS(909)737-6240. lk
M � ••+ir'� ' � - f •x �'R'�` �` _
9. 12'X 18'BRONZE CUSTOM MADE PLAQUE WiTH LETTERS'RE'OVERLAPPING AS SHOWN iN ENLARGEMENT.CONTRACTOR TD A rt ' sx� 3 ; i Lr POLE
HAVE SAMPLE OF PLAQUE LETTERING APPROV ED BY CITY PRIOR TO PURCHASE AND INSTALLATION.PLAQUE TO BE FIXED TO
PILASTER SO THAT COBBLE OVERHANGS 1'MAX.
.,r ALUM. BASE COVER
(4) ANCNOR BOLTS
18. COMPACTED SUBGRADE PER SOIL ENGINEERS REPORT. _ _ - SEE
1d S-6 11 t.Co Wv ( >E�66,4)(A,I-) (L 5' OF POST BASE
11. 8'THICK CAST IN PLACE CONCRETE WALL w/STONE VENEER IN FRONT AND STUCCO ON REAR.
_ 44 6'
NOTES:
CORN RACITREVIEW WILL
BE R T�0 PI FD TO P OF DE SHOP ROFOAM WMS PREPARED BY A SIGN SHOP L 1 LETTERS. A g _ ---
ALL STEEL TO HAVE A MiN.OVERLAP OF tfi X DIAMETER AND WIRE TIED AS FEOtJiRED. 1 , ` *� ( -- -- I
11 8
{, 247 NMhl SiDEWAL.K
I i
' 7 PLAQUE ENLARGEMENT -p'e2 s* �x $ rf�r t 37FT*X 7e/rf x B► 1' c CONDJT AS
aft
f 5 6 2 8 9 1 2 nr. mMOE T may.. Z7qt;fXr�a lY I I ss3 TIES XE7 9 12* -C
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• 3 5 9 = ____ _.. _ N - b �.�.. -- TW* ftawlw.ys Rr- - CALCULATIONS �r 4 w5 '✓Et2TrALS
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I� 31 3LY(Y)
SECTION A - A SECTION B - B PILASTER ELEVATION ELEVATION
Tc 2000 po
MiNOR MONUMENT WALL WALKWAY LIGHT STRUCTURAL CALCS FOR LIGHT PLAN VIEW AND SECTION
SCALE: N.T.S. SCALE: N.T.:3. SCALE: N.T.S. SCALE: N.T.S.
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OF
C a41�oQ
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
TRACT #16306
DAY CREEK @ MONTERRA II L.M. D.
DAY CREEK BLVD., VINTAGE AVE.
CONSTRUCTION DETAILS
APPROVED BY: [JAI E:///
CITY ENGINEER RCE No. 2495
DESIGN ARCHITERRA D GN GROUP HE 0 ENDED
KPF LANDSCAPE ARCHITECTURE
SITE PLANNING -
3
10621 CHURCH STREET,SUITE 106 J
I DRAWN RANCHO CUCAMONGA,CA 91730 E ['[
�iE-�
IDD (909111484-2800 FAX: (909)484-2802 L-3
SCALE: SCALE: SCALE: SCALE: `J
CHECKED RLA NO. 2834 DRAWING O.
JAE DATE 3/4/03 JOB NO0307-5
SHEET OF
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IRRIGATION
Ps
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NOTES.
IRRIGATION LEGEND
t u
1 0P1
6� 1. NEW WATER METER{SIZE PER PLAN},AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. SYM• MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M P.S.I.
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. E « REF. I.1 A RAINBIRD 1812-SAM-PRS-5Q POP-UP SPRAY HEAD 4 ,007 25
ff 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR
I {I {IF REQUIRED},FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY
3l4 , A MASTER VALVE, ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND RAINBIRD 1812-SAM-PRS-5H POP-UP SPRAY HEAD 4 .13 25
.I.�.l-... SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE
EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE.OF THE CITY, RAINBIRD 1812-SAM-PRS-5F POP-UP SPRAY HEAD 4 .27 25 EQUIPMENT
JOA A-2 17 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST U SHACK(CGS-1} M 11/2 DOMESTIC WATER METER PER CUCAMONGA COUNTY
ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER WATER DISTRICT
.�® xr 6�q POSSIBLE. RAINBIRD 1812-SAM-PRS-EVAN POP-UP SPRAY HEAD 5' .34 25
15f 9 1 TC 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
' CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY RAINBIRD 1812-SAM-PRS-8Q POP-UP SPRAY HEAD 7' .21 25 WATTS FBV-2 LINE-SIZE GATE VALVE
n CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND
g'x EQUIPMENT AND ARCHITECTURAL FEATURES.
rA® 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO RAINBIRD 1812-SAM-PRS-BH POP-UP SPRAY HEAD 7' .41 25
COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY FEBCO 825-YA-1.50 11/2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A
r' TO THE CITY. RAINBIRD 1812-SAM-PRS-8VAN POP-UP SPRAY HEAD 8' .66 25 COAST GUARD SHACK ENCLOSURE MODEL#CGS-
3/4 4 " eel 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND CALSENSE FM-1.5 11/2"FLOW METER
! STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE
)Fl4° CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES, RAINBIRD 1812-SAM-PRS-10Q POP-UP SPRAY HEAD 9' ,36 25
7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE
Il MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND RAINBIRD 1812-SAM-PRS-10H POP-UP SPRAY HEAD 9' .72 25
3/4 INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PGS)IN ALL SPRINKLER HEADS AT INITIAL
41
CONSTRUCTION.
MI. REF- I.2 CALSENSE ET2000-24-L Rw/TP-1, 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER
STREET LIGHTS TREES ETC, INTERFERE WITH THE SPRAY RAINBIRD 1812-SAM-PRS-1aF POP-UP SPRAY HEAD 9' 1.4425A TP-110 w/LR-DOME INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL .SB-24SS/120 VOLT
n z.�v- 111 8. WHEN VERTICAL OBSTRUCTIONS!FIRE HYD TS, , }PATTERN OF THE SPRINKLER HEAS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR ® �' 25 .REF. I.5
SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER RAINBIRD 1812-SAM-PRS-10VAN POP-UP SPRAY HEA RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL
BE MADE AT NO ADDITIONAL COST TO THE CITY. RAINBIRD 1812-SAM-PRS-12Q POP-UP SPRAY HEAD 11' .60 25 RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150' O.C.
9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE
CONTROL VALVE gRCT ON EACH BRANCH, PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL APPROVED SCH,40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER
STRIPS IN ENCLOURFOR IRRIGATION WIRING. RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 11' 1,20 25
10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF AND 2 INCHES OF APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12
n
WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WPEK BETWEEN THE RAINBIRD 1812-SAM-PRS-12F POP-UP SPRAY HEAD 11' 2,40 25 ____•._®_•_
HOURS OF 9:00 P.M.TO 5.00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. •---•...... APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO B INSERTED,UNLESS
1 1 �. ;° ` -• 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. , OTHERWISE NOTED
THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY RAINBIRD 1812-SAM-PRS-12VAN POP-UP SPRAY HEAD 11 .60 25
THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL APPROVED SCH.40 PVC 4"DIAMETER WIRE SLEEVE
' .✓ ;:a BE BROUGHT TO THE ATTENTION OF THE CITY. RAINBIRD 1$12-SAM-PRS-15Q POP-UP SPRAY HEAD 14' .82 25
1 1 Y
} 12. AUTOMATIC CONTROLLER TO BEA CALSENSE ET2000-24(PER LEGEND)- T w/TP-1, -110 ACAL
OC I0} EXISTING MAINLINE FOR MEDIAN ISLANDS.
fill ' " _,,aY w/L -DOME PORT INSTALLED WITHIN A STRONGBOX( )24SS/120 VOLT CONTROLLER/ELECT ENCLOSURE. RAINBIRD 1812-SAM-PRS-15H POP-UP SPRAY HEAD 14' 1.65 25
MOUNT THE ANTENNA PORT(EPDXY-FILLED}ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS
AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL ,
1 1 LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. RAINBIRD 1812-SAM-PRS-15F POP-UP SPRAY HEAD 14 3.30 25
6"SLEEVE / 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE
` FOR THE POWER HOOKUP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE
'2 RAINBIRD 1812-SAM-PRS-I5VAN POP-UP SPRAY HEAD 14' .82 25
PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER.
la lot 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED
' -- UNLESS OTHERWISE DESIGNATED ON THE PLANS. RAINBIRD 1402 BUBBLER 0.50 30
till _ -- 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER
1 "� HEAD IS 1/4"'ABOVE FINISHED GRADE.
I 4"SLEEVE
1 NOTES:
Uj 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE
'1 TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL0
'L', SHEET L-5,
1 1
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'r2110 VISED REVISED f/ xr 1852 REVISED 2xr
EXISTING2973
1G-16,; R*'PCV1011XZY MAINLINE TYPICAL: G-18 G-17
A CONTRACTOR TO ABANDON EXISTING 3"MAINLINE FOR CONTROLLER'G',
LOCATED 12"BEHIND CURB,AND CONNECT(3)EXISTING 2"CROSSINGS TO
M NEW 3"MAINLINE,LOCATED 12"BEHIND SIDEWALK. PROVIDE GATE VALVE
AT EACH MAINLINE CROSSING. VALVES TO BE LOCATED WITHIN PLANTER
AREA OF MEDIAN AND CONNECTED TO CONTROLLER"A',PER THESE PLANS.POINT OF I'
CONNECTIONEXTEND CONTROL WIRE FOR VALVE WITHIN EXISTING MAINLINE SLEEVE.
XERISCAPE
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF A * IMPROVEMENT* SCALE: 1" = '
NEW 11/2"DOMESTIC WATER METER. REFER TO UTfLITY PLANS FOR ADDITIONALPRESSURE REGULAMR NOTE:
INFORMATION. EXTEND NEW TYPE"K"COPPER PIPE OR AS PER LOCAL CODE AND
n P. REFERENCE CLAIMED ; '
INSTALL A 2 BACKFLOW PREVENTER,A 11/4 FLOW METER, D A 11/2 MASTER Sheet#/Ref.# CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE
VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN, POINTS v®
PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO
NOTE: WATER PRESSURE: 68 P.S.I. I. IRRIGATION(Point Value) OPERATE EACH VALVE AS NECESSARY. w f
EIACKFLOW STATIC W T z
SYSTEM DESIGN PRESSURE: 51 P.S.I. 1. Low gallonage irrigation system.(20) 20 L-4/1.1 x }s_ .: = __o �,-WILSON Ave.
CONTRACTOR TO LOCATE BACKFLOW,MAST R VALVE AND FLOW MAXIMUM IRRIGATION DEMAND: 23 G.P.M. v _----
SENSOR ADJACENT TO STREET SIDE OF WALL.SHOWN IN STREET 2. Automatic controller.(20) 20 L-4/1.2 W F
FOR GRAPHIC CLARITY.CONTRACTOR TO SCREEN BACKFLOW v DESCRIPTION OF REVISION
DATE APPROVED
ENCLOSURE WITH A SHRUB MASS. 3. Designed to water plants by watering needs.(10) 10 L-6/1.3
® Q
CONTROLLER (1) U T A NJI U Fla U U /A
4. Soil moisture sensors.(10) - - C0 IFI Al"
IT \" 0% f R lit r M U ill,
CONTRACTOR TO INSTALL CALSENSE WALL MOUNTED CONTROLLER SEE L-411.5 --- ----:-- ---
LEGEND FOR MODEL NUMBER.CONTRACTOR SHALL PROVIDE ONE, 1)STAINLESS 5, Rain sensors.(5} 5 w
STEEL MOUNTING PEDESTAL(SEE LEGEND FOR MODEL#). REFER O ELECTRICAL 6, Wind sensors.(5) - - V%L'"E 00% IZI'L BANYAN ST. 1
LM TRACT #16306
0'*' 1 E
PLANS FOR 120 VOLT POWER SERVICE LOCATION FOR HOOK-UP OF AUTOMATIC --- - - - - - -. rmwa AL
CONTROLLER.COORDINATION OF FINAL HOOK-UP OF CONTROLLER SHALL BE THE 7. Sensitive to slope factors.(5) 5 L-4/1.7 wUAY i EEK U& MQ'0NNL A
L.M,D.
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT ,�
POSITION OF THE CONTROLLER SHALL BE APPROVED BY THE CITY OF RANCHO 8. Reclaimed or recycled water,(5) - - VALVE y i ' Y BLVD., I AVE.
CUCAMONGA PRIOR TO INSTALLATION. THE CONTROLLER SHALL BE OPERATIONAL _ INTAGE AVE.
PRIOR TO CITY'S ACCEPTANCE OF PROJECT.CONTRACTOR LL COORDINATE VALVEI / 'r « cc
CONTROLLER PROGRAMMING WITH A REPRESENTATIVE O T CI A A CALSENSE Total Potents Claimed.- 60 g I
REPRESENTATIVE. CONTACT CALSENSE AT:
underground ServiceNert CALSENSE,2075 CORE DEL NODAL,SUITE P,CARLSBAD,CALIFORNIA(619)436-0525. I R R I CiN AT I 0%N w Pw&L A No
N.T.S. APPROVED BY: DATE: z//
(Minimum Points Required; 60)
S C A A� I I . 2495
Calk TOLL FREE ""i"LA No L43%® ZS%S R"E F E R E N LOD E E3o " wq'� y
DESIGN RHITE A SIGN GROUP E DED
fro�, ®� LANDSCAPE�hCHITECTURE
WINto �'� rt, SITE PLANNING
1 FOR NOTES AND SEE IS SHEET n 10621 CHURCH STREET,SUITE 106
=8001 I LEGENDS, -� RANCHO CUCAMONGA,CA 917301
SPECIFICATIONS,rs�natur (949)484-2800 FAX: (949)484-2802
L-4
M 0%0% FOR
FAC
4ZZ11111540 I-A ;33 FOR 7 e ate
CORRESPONDINGCONSTRUCTION - sp : . ®Q VI 10/28/04
CORRESPONDINGFOR I � DRAWING
TWO IA Y I
O F C firJAF DATE 6/12/03,J - /
SHEET OF
BACKFLOW PREVENTER(825YA)
ASSEMBLY
COAST GUARD SHACK r - - - - - - - - 1 LINE VALVE(2)PLACES
Z
ENCLOSURE(CG S-1) 1
30
Z m UND PLASTIC VALVE BOX 1 6'THICK x 12'WIDE
COVER ETCHED"IRRIGATION GATE' 1 1 CONCRETE PAD(LENGTH VARIES o TO SPRINKLER-ANGLF PIPE TO
oa (CARSON OR EQUAL) PER SIZEIMANUFACTURER SPECIFIED DEPTH WITH 4s"ELLS
a J CLOSE NIPPLE ■ 1 b )
�Z SLOPE 0 AIN 20n
SCH 40 PVC MAL F ADAPTOR
= NISH GRADE WF1tTE SCH 80 PVC UNION 'SNAP-TTTE'WATERPROOF HI-POP SHRUB HEAD BODY SET TO
Q 1 va'ABOVE KNISH GRADE TAPER MULCH A 45 DEGREES
BRASS WYE STRAINER 1 -+ SLUE BRASS OR PVC NIPPLE
WITH 60 MESH CONNECTORS OR EQUAL AWAY FROM HEAD
WITH 6 SCREEN 1 1 ELECTRIC CONTROL VALVE MULCH 4'MtN
'SNAP-TRE'WATERPROOF m PLASTIC VALVE BOX
o MARKED'IRRIGATION RCV'
* 1 PVC SLEEVE CONNECTOR m (CARSON OR EQUAL) --TJ ==--=--:-{ FINISH GRADE
BALL VALVE 1 112'OR SMALLER WITH 1 4 1 REQUIRED FOR RED i- ,. - r:
STAINLESS STEEL HANDLE FINISH GRADE PIPE THROUGH BLACK z ETCHED VE S CONTROL ER - - - -
z AND VALVE sEaIFNCE
112. 1 CONCRETE PAD PIG TAIL EXPANSION a
IRRIGATION CONTROLLER LOOP(MIN.24"LONG) z ,s•MIN. FINISH GRADE
RESILIENT WEDGE GATE VALVE EPDXY 1 1 - - �'T
COATED,Y OR LARGER WITH Y OPERATING
90%COMPACTION
c VALVE BOX CANON OR
* PUSH AL
( WATERPROOF ALL
Z
NUT x >< REQUIRED T t
_-. EQUAL WITH PLASTIC INTEGRATED EO
WIRE CONNECTORS SIDE i
VALVE LOCKING LID PLACE AT GIIADE IN ft
ao F TURF AREAS AND T ABOVI IN NOTE: I I
T
PLAN. BED
CONTRACTOR TO INSTALL f
- IPP -TYPICAL
C i
� I ~� 1 2 PLACES L A 6 DEEP BASE OF NV
I I ( ) GRAVEL UNDERNEITH 3• PIG TAIL EXPANSION
PIG TAIL EXPANSION MASTER VALVE AND FLOW LOOP(MIN.24'1 ONG(
3° ( SCH 40 PVC MALE LOOP(MIN.24"LONGI >• (COMITEMON)
METER FLOW",
� BRASS ANGLE
-_ ADAPTOR m L- t VALVE W(UNION
ED
F14 13LUE 3
LINE TO SYSTEMS WIRES I `. CRI SHED AG
CF,USHED AGGREC�,AFD TE
r r
FROM WATER •. FLOW BLACK VALVE 1 �i I scH an PVC MPFLF
z I f SOURCE TO METE _ CONTROL a COMMON WIRES
0+r ..__._ MARLFX90`STREET L: 90"SRCLSCH 40 ETELL
-- '_- DIAMETER ' ' - .;� MARI�FX 30"STRFfT E1.L
SAME SIZE AS LATERAL FITTING
ELBOW FLOW METER
RIGID PIPE AND RELATED FITTINGS SHALL BE PER TYPICAL 2 PLACES SIZE BRA_^�S NIPPL NONPRESSURE LATERAL LINE
( ) TYPICAL(2)PLACES
CUCAMONGA COUNTY WATER DISTRICT STANDARDS. SCH 40 PVC SXSXT TEE
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO AS FLOW SAME SIZE
AS FLOW METER SIZE PRESSURE SUPPLY LINE ANTI-DRAIN VALVE AS REQUIRED
314'WASHED CRUSHED CONSTRUCTION. NOTES INSTALL CONTROL VALVES A MI"OUM OF 12•FROM STRUCTURE OR MARDSCAPWG. NOTE
AGGREGATE BASE ONCRETE THRUST BLOCK 2 INSTALL VALVES IN PLANT BEDSWHEREVER POSSIBLE NEXT TO SIDEWALKS
, LOCATE HEAD 2•TO 6•FROM WALKS CURBS HAFTWAPING MIOkSTRtPS
PER CCWD STANDARDS UNINTERRUPTED
DISTANCE DOWNSTREAM OF 3 PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING AND EDGES OF LAVIN
NOTES, NOTES: UNINTERRUFrTED PIPE{5X DIAMETER 2. USE TE7-LON TAPE ON ALL NIALF THREADS.
i. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. t. INSTALL PER LOCAL CODES. OF FLOW METER SIZF) 4.PLACE AGGREGATE PRIOR ro I N TALUr,ON of VALVE Box
2. EQUIPMENT TO BE INSTALLED AT A M"MUM OF 24'FROM ANY 5 ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLI ER AND 3 FLT U HLADS'WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING
2 INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. +I 18"MIN.OR PER MINIMUM DIE3TANCE UPSTREAM OF valvE NUMBER FEAT URE as PER THE IRRIGATION PAN
STRUCTURES OR HARDSCAPING. UNINTERRUIYTED PIPE(10X DIAMETER 4 HEAD CONNECTION AT BOT TOM INLET ONLY
3. INSTALL VALVES X PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. WHEN UNIT IS NEXT TO A STRUCTURE 01-WALL,BUILDING,ETC.) LOCAL CODE OF FLOW MITER SIZE)
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPiNG.
5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MOUNT TEST COCKS ON OPEN OR N014-STRUCTURE SIDE.
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. ORIENT UNIT PARALLEL TO STREET.
VALVE NUMBER. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE,
6. DIALEnG FITTINGS ARE REQUIRED FOR CONNECTIONS OF
DISIMLAR METALS.
7. VALVE PER STD.518 REQUIRF D BEFORE BACKFLOW PREVENTER
WHEN MAINUNE IS TOR LARGER.
=t LINE SIZE GATE VALVE sBACKFLOW PREVENTER (825YA) - MASTER VALVE REMOTE CONTROL VALVE :tet 12" HIGH POP UP SHRUB HEAD
SCALE- N.T.S. #518 SCALE: N.T.S. SCALE: N.T.S. # 516 SCALE: N.T.S. # 520 SCALE: N.T.S. # 539
24' STRONG BOX MODEL No.
S&24W120V.
'SNAP-TTTE WATERPROOF
PLASTIC VALVE BOX&COVER: STRUCTURE OR STAND ALONE CONTROLLER WITH ANTENNA �"� CONNECTOR OR EQUAL FOR
ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING I f I I NOTE. NON-FLOW SENSOR CONNEC-
T
T ABOVE GRADE IN SHRUB LR-DOME ANTENNA 1 �I LOCALENCLOSURE
ETOBEGR ROD TO TIONS.
6"MIN. WIRE SERVICE LOOP LOOP
AND GROUNDCOVER AREAS EPDXY FILLED LOCATED
18" MAX. OUTSIDE OF BOX.
CONTROLLER
SIDE NCLOSURE.oN ' ' I i
ENOUGH WIRE TO EXTEND WIRE
INSTALLATION/LOCATION COAXIAL CABLE
BUNDLE 6"ABOVE GRADE)
KNISH GRADE PER CITY AND CALSENSE I ;t
SPLICE BOX COVER WITH
REPRESENTATIVE t s
s CALSENSE CONTROLLER, EFWM LOCKING TOP ETCHED"S.B.' WO I CLEAN BACKFILL SEE
MODEL NO.PER PLANS e
1 -_ FOOTING VE GRAN A MINIMUM
O ltl 90 i°
" ' ' s�xs�xs coIICRETE Z j 1 SPECS.FOR MATERIAL.
33 DNP QUICK
2--
COUPLING VALVE INSTALL CALSENSE INSTALL CONDUIETTE W,' :MIN ��.^ m OE 3T ABOVE GRADE AND SLOPE w COMPACTION REQUIRED
WITH PURPLE \ ' ' ;i �'� TOP To DRAIN AT MINMAIM»M of 2°b. 3AT GRADF IN LAWN AREAS
'IN PLANT R ARF AS I
RUBBER CAP TP 110 DEEP EN"J'BOX
CALSENSE HARNESS W/ � � II NON-PRESSURE LATERAL
STAINLESS STEEL 120 VOLT DUPLEX WEATHER TIGHT ELECTRICAL COMMONWtRECICONTTROLWIRESIN - - LINE:SCH. . SNAKE PIPE
m
OUTLET(GFI) CONDUIT FITTINGS. IN TRENCH.
g SCREW CLAMP CONTROLLER WIRED"HOT" ___..__- _ O
MINIMUM(3)PLACES 120VOLTWIRE IN RIGIDSTEEL
s F
g NOT SWITCHED CONDUIT(PEI ILOCAL CODE) 90DEG SWEEPELI 1
Z °D I I PRESSURE SUPPLY UNE
� 314"WASHED ro POWER s!�of caeINET (TYP I -
CRUSHED RESET CALSENSE TP-1
T AGGREGATE BASE •' ; • '► '• . TRANSIENT PROTECTION BOARD SLEEVE SIZE TWICE
.• _ ; ,•. ,
10- j- Is. _ DIAMETER OF PRESSURE
12'X 18"GREEN PLASTIC METER I I I SUPPLY LINE.
BOX,CARSON O R EQUAL
•
HEAVY DULY WEATHER RERtSTANT LR�DOAE ANIENNa PORE EP'OX'!
SCH 40 BRASS NIPPLE PHOTO ELECTRIC SWITCH FOR SECURITY FILLED LOCATED OUTSIDE OF BOX, G0 OL WIRE BUNDLE
LIGHT CONTROL AS REOARED PER PLANS. - INSTALLATION,LOCATION PER - AND TAPE AT 15'O.C.AND
SCH 40 BRASS NIPPLE n Cm AND CALSENSE REP xr ,> x r
SC24"LONG SEE ELECTRICAL PIANS FOR ADDITIONAL 3t may {y v�s t?y x
INFORMATION. ,• '. I- INSTAL LADJACENT TO
ENCLOSURE MOUNT r- �' tZFCTAICMETER PER SCE
>: PREWSSURE SUPPLY LINE.
NOTES: CALSENSE CONTROLLER MODEL N6--' , , , ��T _ ���•is`�.3 _ N� � I _ I �{ I
1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL
PER PIANS REFER TO IXNITROLIER
CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR N15TALLATION STANDARTS. =111=1
` -- --- -
PRIOR TO CONSTRUCTION r -
2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN ~ ' I I I I
SCH 80 PVC 90° SCH 40 BRASS 90• ELL SEQUENCE OF REMOTE CONTROL VALVES. SECURITY LIGHT-WHEN PEOUIR 1 !-
FINISH
STREET ELL 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH PER PLANS SEE E I ECTRI'AL GRADE e'GROUND Roo a I-�
BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE PUNS FOR MORE INFORMA.TI ,, 6"Tarp
PRESSURE SUPPLY SCH 40 BRASS 90° WIRE AT THE ENCLOSURE. e
120 WIRE PROVIDE 6°MIN.OF SAND
MIN " ' " STEEL T CONDUIT
(RIGID BEDDING AND SHADDING
LINE FITTING STREET ELL zx,
1. COMMON WIRE TO BE WHITE AND CONTROL W►F<£TO BE RED IN COLOR.
5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE SECURITY SCH 4L)GHTCONDUIT FOR . • • STEEL cormulr(PER
�• ., � LocaLcooEl 24 VOLT WIRES.TAPED AND
PRESSURE SUPPLY LINE 04 REBAR STAKE CONTROL VALVES. EELERICA PLANSWIRIN ' " ' BUNDLED AT 15 FT.INTERVALS
(24"LONG) SEE MORE t I FORMATI
6. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO FOR MORE INr-0BMATtoN.
(LR)AND BE OPERABLE TO THE CITY'S YARD CENTRAL COMPUTER SYSTEM
PRIOR TO ACCEPTANCE 2 CU.FT. PEA GRAVEL
NOTE: 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. NOTES:
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 8. GF1 SHOULD BE WIRED SUCH THAT WHEN IT TRIPS;R DOES NOT TURN OFF t. PIGTAIL AND LOOP CONTROL WIRE AT 90 DEGREE CHANGES IN DIRECTION.
PVC OONODRFOR CO CONTROL 2. PRESSURE SUPPLY LINE: 2-1/2"AND SMALLER 18'MtN.DEPTH.
THE CALSENSE CONTROLLER. VALVE WIRING
3'OR LARGER 24'MIN.DE PTH.
QUICK COUPLER VALVE CONTROLLER ASSEMBLY i - CONTROLLER 24 VOLT SPLICE TRENCHING DETAIL
SCALE: N.T.S. #535 (SHRUB AREA) SCALE: N.T.S. #524 SCALE: N.T.S. #522 SCALE: N.T.S. #540 SCALE: N.T.S. 4532
HARDSCAPING(SEE NOTE 4)
1800 PCS SCREEN PERFORMANCE
,STANDARD_& SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS �p S C A PF
tiT PROJECT: MONTERRA 11 - LMD BY: FAC PROJECT: RANCHO ETIWANDA LMD BY: FAC
r. �'� y4' s. :• MODNE�L PCS-010 PCS-020 PC0.2 S 30 PCSO040 PCS-060 PCS-090
P 1 2525 PCS-1575 PCS-260 PC3 770 STATIC PRESSURE HIGH: 86 LOW: 68 STATIC PRESSURE LOW: 68 �°� ny
COLO_ R PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED SOURCE OF INFORMATION: RAYMOND SOURCE OF INFORMATION: RAYMOND �? �a TO '
BF _ V 3' 5' 8'x SUPPLIER: CUCAMONGA COUNTY SUPPLIER: CUCAMONGA COUNTY w
F 6H 2' 4' 1' 7' 84 PHONE NUMBER (909) 987-2591 PHONE NUMBER: (909) 987-2591 -'
8T 3' 5' S' 94 VALVE STATION/GPM: STATION: A-13 GPM: 23 VALVE STATION/GPM: STATION: A-20 GPM: 20 "
aQ 2' S' 7- r
_ 1OF 8' 5' s' 10' ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: �p - -q
10H _ 2' 6' 2' 10' 114 11'11 Dat,
1OT 2' 6' T ,0'1k 4� QQ'
CLEAN BAact ILL SEE �� 2. $, 8. r WATER METER SIZE: 11/2" @ 23 GPM 1.10 WATER METER SIZE: 11/2" @ 20 GPM 0.80 O F C A���
z I SPECS.FOR MATERIAL BACKFLOW DEVICE: 11/2" @ 23 GPM 12.00 BACKFLOW DEVICE: 11/2" @ 20 GPM 12.00
� � I 90°o COMPACTION REQUIRED 12F - _ - 10'Ik 5• T 8' 12'A
12TQ 2' 3' 5' r 10' 10 FLOW SENSOR: 11/4" @ 23 GPM 0.72 FLOW SENSOR: 11/4" @ 20 GPM 0.60
N I I 12TT _ _ 2' 3' S' s' 11' 12'# MASTER VALVE: 11/2" @ 23 GPM 0.51 MASTER VALVE: 11/2" @ 20 GPM 0.45
�i 12T 4' 3' 8' 10' 12'N 12'li
11--11 PROVIDE s'MIN.OF SAND ,2T 2' s' a' 10' 12'N GATE VALVES): 1 2" @ 23 GPM 0.50 GATE VALVE(S): 1 2" @ � GPM 0.50
BEDDING AND SHADDING 12Q - s' Al 12'1N MAINLINE (CL. 315): 2" 826 L.F.@ 23 GPM 3.80 MAINLINE (CL. 315): 2" 40 L.F. @ 20 GPM 0.14
I 15F 10 - 5' r 11' 13'11 AUTOMATIC VALVE SIZE: 11/4" @ 23 GPM 2.65 AUTOMATIC VALVE SIZE: 11/4" @ 20 GPM 2.50
15TO _ _ _ _ s' a 6' 1s'NN LATERAL LINE SIZE: 3/4" 94 L.F. 7 GPM 3.69 LATERAL LINE SIZE: 3/4" 80 L.F. 7 GPM 3.69
15TT r 5' 6' 6' 12' 154 1" 28 L.F. @ 12 GPM 0.94 1" 20 L.F. @ 12 GPM 0.67
15H - - 4' s s' 12' 12' 11/2" 5 L.F. @ 23 GPM 0.07 11/4" 15 L.F. @ 20 GPM 0.34
_ - - I 15T _ - 3' 4' 8' 12' 15'11 ,5'if DESCRIPTION OF REVISION
I - CONTROL WERE SLEEVE 1`aQ 2 5= 6' 12 15'k
SIZE PER PLAN.INSTALL 15S0 T 12X12' 14X14' 20X20' 23X23' DATE APPROVED
ADJACENT TO PRESSURE 17SST 0X18' OX1o' 16X16' 9X30'
I E SUPPLY LINE 15CST - 4X22 4X29' 4X39' 9X24' CITY o f RANCHO C
15SST _ _ - 4X12 4X24' 4X27 4X3' 4Xd0'
J 15EST 4X14' 4X16' 4X20'
_) I 4X18' IRRIGATION HEAD PRESSURE: 25.00 IRRIGATION HEAD PRESSURE: 25.00
PRESSURE SUPPLY LINE sF 3" a" ,' 2' 3' TRACT #16306
SLEEVE-SIZE TWICE 5H-B 5" 10" 6" 2' SYSTEM LOSSES SUBTOTAL: 50.98 SYSTEM LOSSES SUBTOTAL: 46.69
DIAMETER OF PRESSURE 5Q_B 5" 10" 3' 1' FITTING LOSSES (10% OF SUBTOTAL): 5.10 FITTING LOSSES (10% OF SUBTOTAL): 4.67
a SUPPLY LINE. 5CST-B 7" 14" 3' 5' ELEVATION LOSSES/GAINS 42.58 X .433) -(18.44) ELEVATION LOSSES/GAINS ELEV. X .433) 0.00
DAY REEK MONTERRA 11 L.M. D.
I � � 6"TYP. IVCX+EPRESSURE LATERAL 16F-SLA - - 6" 5' 1' 4' 6' 14' 16'11 ( ) ( ) ( )
UNE SLEEVE-SIZE TWICE 16HSLA - 6" V r 5' 10' 13' 10' TOTAL SYSTEM LOSSES: 37.64 TOTAL SYSTEM LOSSES: 51.36 DAY CREEK BLVD., VINTAGE AVE.
DIAMETER OF NON-PRESSURE 160-SLA 6" 2' 5' 3' 12' 16'11 16'11
NOTES: LATERAL LINE AVAILABLE PRESSURE (LOW): 68.00 AVAILABLE PRESSURE (LOW): 68.00
22F SS - 8' 1' 4' 6' 1r 21'Nt
1. ALL SLEEVES ToeESCR 40 PVC. (-) DEFICIT OR (+;I RESIDUAL PRESSURE: (+) 30.36 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 16.64
2 EXTEND ALL SLEEVES 1 Y BEYOND EDGE OF HARDSCAPING ATOM LANDS. 22H SS 4" t' 3" 5' 12' 18' 12'
3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 22Q-sS 6" 2' 6' 9'I 15' 20'T1 22'i IRRIGATION DETAILS
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI.
STD.NO.120(24'MN.TO 36'MAX.DEPTH TO TOP OF PIPE BELOW APPROVED
�} p F://,
STRUCTURAL SECTION). NOTE- SCREENS WERE TESTED AT 5OPSI FOR 10 WNUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. f-iPPRUVEU UY. UA� L.j i
5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES.
6. USE MAXIMUM LENGHT OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE.
CITY ENGINEER RCE No. 24953
SLEEVING DETAIL PCS SCREEN CHART PRESSURE LOSS CAL. 'A' (LOW) PRESSURE LOSS CAL. 'A' (HIGH) ARCHilERRA LGN GROUP
DESI(C LANDSCAPE ARCHITECTURE ROM ENDED
�` � SITE PLANNING
10621 CHURCH STREET,SUITE 106
SCALE: N.T.S. #533 SCALE: N/A SCALE: N/A FARTHEST CONDITION . SCALE: N/A WORST CONDITION DRAWN RANCHO CUCAMONGA,CA 91730 SHFE i
FAC (909)484-2800 FAX: (909)484-2802fn L-
CHECKED RLA NO. 2834 DRAWING NU.
JAF DATE 6/12/03 JOB NO.0307-5 /16-3- L
SHEET OF
PLANTING NOTES: PLANTING NEAR HARDSCAPE NOTE: PLANTING LEGEND. XER. REF. P.1
SYMBOL
p
N I I 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING CALL-OUT BOTANICAL NAME COMMON NAME ISE SPACING O�A�fAAENTS TAY
I 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT AWAY FROM WALKS,WALLS,CURBS AND OTHER HARDSCAPE ELEMENTS EXCEPT FOR
I FOR REMOVING AND
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE E ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER,12' MIN. . TREES
I I" RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND )
p SPECIFICATIONS.
" 3. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH O T-1 %tans racemosa California Sycamore 36"Bax 35'o.c. MultiTr1
r; 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING unk See Sheet L-7 Detail A
I M S-9 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 8'OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN 4'OF ROCKSCAPE,PROVIDED THAT THEREO T-2 Brachychiton populneus Bottle Tree 15 gallon 25'o.c. Standard 8
I _- 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
T� __ 47 ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS,WALLS,OR
ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLAC:EMENT,AT NO COST TO THE CITY,ANY CURBS). WHERE POSSIBLE.TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING O T-3 Rhus lances African Sumac 15 gallon 20'o.c. Multi-Trunk 6
15 1 I DAMAGE OF SAID UNDERGROUND FACILITIES. AREAS RECOMMENDED ON THE CITY'S TREE LIST. WHERE PLANTING AREAS ARE
ry-1 1I1' 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE REDUCED BY ROCKSCAPE TOA DEGREE WHERE THESE STANDARDS CANNOT BE ® T-4 %tans racemosa California Sycamore 15 gallon 35'o.c. Standard 1
S-5 •- 7 �I1.L�_7 SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS FOLLOWED,THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE
• HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OFO T-5 Pyrus caleryana'Aristocrat' Aristocrat Pear 15 gallon 25'o.c. Standard 22
17 ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED O
S-3 , 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO ABOVE. TREES REQUIRING A MINIMUM 2' PLANTING AREA SHOULD NOT BE PLANTED T-6 Brachychiton acerifdius Flame Tree 15 gallon 3o'o.c. Standard 2
T-4 e INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE
31 OF THE CITY PRIOR TO EXCAVATION. TRUNK. O T-7 WashingtD Na robusta Mebcan Fan Palm BTF per Plan 25'o.c. Standard 16
15 1 4� 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
Skinned&Cleaned
BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-
s--10
UB-
5-10 CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS SHRUBS
OTHERWISE APPROVED BY THE CITY.
34 3 i�l 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT S 1 Abet'Edward Gouiffora Edward Goucher Abelia 5 gallon 48"o.c. 80
CM I MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. MULCH NOTE: XER. REF. P.7 Goucher
65 �� ® S-2 Berberis lhunbergii Crimson Pygmy Barberry 5 gallon 30"o.c. 1D16
8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL 'Crimson Pygmy
1p I ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HE ADER IS REQUIRED,PURSUANT TO CITY STANDARDS SHRUB AREAS. MULCH SHALL BE WOOD CITRUS CHIP MULCH AS MADE BY
r AND DETAILS HEREON. EARHTWORKS,NORCO,CA,(909)538-3321. SUBMIT SAMPLE OF MATERIAL O S-3 Dietes bicdor Yellow Fortnight Lily 5 gallon 48"o.c. 46
v�
T-3 X10 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. PRIOR TO PURCHASE AND/OR PLACEMENT FOR CITY INSPECTOR'SAPPROVAL. S-4 Hemerocallis hybrids(dwarf Red) Dwarf Red Evergreen Daylily 1 gallon 24"o.c. 149
\1113 4 11 TYPICAL VINE NOTE: XER. RF.F. P.8 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND
' '
I QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(PROVIDED BY CONTRACTOR). ROTOTIL THE S 5 Lantana Dwarf WhiteDwarf White Lantana 5 gallon 48"o.c. 152
VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SO.FT. S-6 L
eptospemlum s.'Ruby Glow' Ruby Glow Tea Tree 5 gallon 72"o.c. 79
S-9 S-5 = TO LOCATE VINES ON STREET-SIDE OF WALL. 4 CY.NITROGEN STABILIZED SAWDUST
10 120 LBS GYPSUM 125 LBS GRO-POWER PLUS ® S 7 Juniperus c.'Sea Green" Sea Green Juniper 5 gallon 60"o.c. 61
I 11. LANDSCAPE AREAS SHALL RECEIVE 4'OF CITRIS CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO Nandina
EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS ® S'8 domes" Heavenly Bamboo 5 gallon 30"o.c. 52
SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR
TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: ® S-9 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24'o.c. 269
EARTHWORKS
NORCO, CA S-10 Penniseturn'Eaton Carryon' Eaton Canyon 5 gallon 24"o.c. 79
(909)538-3321 Fountain Grass
® S-11 PhDrmium term'Jack Spratt' Jack Spratt Flax 5 gallon 24"o.c. 121
TI IL_
CM -- O.
z YON P L
TAYLOR CAN
is S-12 Phormium%tori Maiden' Maori Maiden Flax Won 48•o.c. 78
•
- _ _ ------ DIETES NOTE: S-13 Juniperus satxna'Buffalo' Buffalo Junipers 5 gallon 72"o.c. 25
Q - 71 0 J ALL DIETES TO BE PLANTED A MINIMUM OF 24'BEHIND SIDEWALK.
I CO. S_3 PHORMIUM TENAX NOTE: GROUND COVER
W `�:
'R W: ALL FLAX TO BE PLANTED A MINIMUM OF 18"BEHIND SIDEWALK.
v z 17 GC-1 Trachelospermum jasminoides Star Jasmine 1 gallon 24'"o.c. 441
Q - r S-4 - _
� � S-2 S-1 VINES
/ i 28 6 V-1 Pato Boston 5 non 15'o.c. Train to waN 72
S-9 I �` 15 • m 9a
19 V-1
S-5 S-9 S-7 S-10 GC-1 S-10 S-10 S-2 T-2 '
T-3 65 �l 12 12 6
153 +!� � 6 19 5 7 15 153 .
S-5 S-6 T-2 S-12 S-12 S-10 S$ T-5 S-10 GC-1 S-6 S-2 S-8 S-1 S-7 S-6 S-8
S-9 4 (I I 5 15 1 55 6 XER. REF. P.3 5 34 15 4 6 19
18 11 17 32 6 9 13 8 3rs__1 t @rs-10
S-4 S-1 S-1 S-12 S-1 S-10 S-9 S-9 S-5 S-11 S G T-7 S-10
S-12 T-2 S-11 S-10 RI T-2 S-10 `� S-5 S-9 S-2 T-2 rs- 0
T� 6 7 9 13 15 5 25 25 4 15 1 11 39 10 T 1 6 15 1 g m I
39 6 i_ 12 16 33 15 2 7 7 1 6 1 7
S-12 S-10 S-10 T_-_5N S-6
S-1 S-10 S-7 36
6
O 3 5 4 6 15 1 16 `" _ l 10 T 1 7 6 36 T 1 12 - 1 r _ - ! ; I S-7
182�2 0 - - -
1 ;�
36 1 " . ♦ f ,� � ., t �,.,�' r f_* y� ,� ...� „r � -. t. � f 1: „�fl. ,.� // r - - - _ _ _ -
.._, jj♦ �k.. -. `'��j �1jy ..-...- kts. .� ���:: 1 �I�� Ir. -
¢
_LMS'(1F. G!T • - -� '-t,.�,�w +. -� �.is, r : , • .� _
15 t5 � 15
-`- !' fi
_ - -.._- rr�=s �;1• �. - - - - - - - - - �` s • - i5' 1r { I �t �'t s jos
: II • s,
. 15, _ ' _ , .. • - - - � � t 5 -
1 _.-
- 15
27 ----- 15 - 1 _ 15' - 15 - uN slc"T - -
S-7 S-12 T-7 T-5 S-5 5-4 GC-1 5-13 S-4 GC-1 XER. REF. P.4 $� T-7 A T-7 S-9 T-7 S-5 T-5 T-7 S-5 T-5 S-4
°' 4 3 TF 1 15 1 1918 129 11 18 20 12 T 1 T 1 g 1 22 15 8 T 1 29 15 1 34
T-5 S-5 S-9 GC-1 T-7 T-5 T-7 T-7 1 T-7 S-1 T-7 DA S-9 GC-1 S-2 T-5 T-7 S-10 T-7
20 15 1 _ 12 15 20 _ T 1 15 5 T 1 T 1 - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - 12 - - T 1 - - S-13 - S-9 - S-11 GC-1 - 7 - - - - 16 - - 26 - - 15 1 - - T 1 - - 7 - - - - - - T 1 - - - -1� - - - - - - - - -
43 77
r- - - - - - - - - - - - - - - - - - - - - - - - -- - - -- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 - - - 9 - - - - - - - - - - _ - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T-7 GC-1 S-10
ALM NOTE: GC-1 S-9 GC-1 S-13 T 1 - - - - - _ - - - - - - - - - -
P 13 7 76 6 - - - - - - - -
81 6 - - - -
CONTRACTOR TO SKIN AND CLEAN ALL
PALMS PRIOR TO INSTALLATION.
XERISCAPE ASSESSMENT SYSTEM SUMMARY
*TRACT 16306 LANDSCAPE IMPROVEMENT* NOTE: I . .
p y REFERENCE CLAIMED CONTRACTOR TO REFER TO MEDIAN ISLANDS PLANS PREPARED
POINTS (Sheet_#.;Ref_4 BY ARCHITERRA DISIGN GROUP FOR MEDIAN PLANTING.
'► 4 P/L
P. LANDSCAPE(Point Value) SHEET KEY MAP
P,L ,4 1. Water conserving plants.(20) 20 L-61P.1 Y SCALE: 1" = 30'
2. Turf limited to 25%(45%residential).(20) 20 L-6/P2 1.
a:�
t I cc
T f�
_ 3. Plants grouped by watering need.(10) 10 Lf1P.3
W
2
4. Hardscape(non4nigated)surfaces.(10) 10 L-21PA = WILSON AVE_.
�� j��� s _� .� %�•i�� 5. Permeable paving.(5)
xr, 1 '�'��, � %� ,�% cc - - DESCRIPTION OF REVISION
�/y
6
Low-water turf varieties. 5
_ DATE
IAPPRO\IEDLJ
VINTAGE DFL 6
BB 4'W 0B Bt L. MIN. WALL FOOTING NOT - 7. Mulch provided in non-ground cover areas.(5) 5 L-6/P.6 Q CITY o f RANCHO C
IN PUBLIC RV
COBBI F SIDE WAl K COBBI F PLANTER WALL FOOTING NOT M� `� 3'MIN. 10 0' 11'-0'
OR PLANTER OR PLANT EF IN PUBLIC RAN PLANTLRI ROCK COBBL F PLANTER SIDEWALK PLANTER DAY CM F K BL VD- 8, Soil amendments-(5) 5 L•61P.7
VARIES PER SLOPE �,-0, OR COBBLE 31
W
WA m
BAST.
TRACT #16306
Total Poh is Claimed: 70 --
SECTION B-B-VINTAGE DR. SECTION A-A-DAY CREEK BLVD. (Minimum Points Required: 60) � DAY CREEK @ MONTERRA II L. M. D.
�NTAGE AVE. DAY CREEK BLVD., VINTAGE AVE.
OOArkN PLANTING PLAN
Underground Service Alert " T S
APPROVED BY: [JAI E: 4 1-7t
SYMBOL LEGEND
��pSCAP� CITY ENGINEER RCE No. 2495
Call: TOLL FREE �" + ' .
TREES SHRUBS PLAN CROSS REFERENCES yo ate. umw�or el DESIGN ARCHITERRA DEiIGN GROUP REC ENDED
1 -800 a PSC LANDSCAPE ARCHITECTURE
� '^ SITE PLANNING
CALL-OUT FOR NOTES AND LEGENDS SEE THIS SHEET U - w DRAWN 10621 CHURCH STREET, SUITE 106
oil, SYMBOL CALL-OUT ' J °C gn� v RANCHO CUCAMONGA,CA 91730 SHLE.l
422-4133 SYMBOL FOR DETAILS, SEE SHEET L-7 1`� * PSC (909)484-2800 FAX: (909)484-2802 L-G
SEE SHEET L-9n� Da13 r
SIZE FOR SPECIFICATIONS, ��, RLA NO. 2834
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 4 � CHECKED DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG
(gal./box) QUANTITY QUANTITY FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 T e OF C JpNk JAF DATE 7/7/03 JOB NO. 0307-5 l q d3 _j_
SHEET OF
LOOP I-SES TRu,,, NOTES N
�• I' ',Nt.ATER : .i t.REMOVE NUfLSF7i1'3TA1Q'S
i�A l•. I�� I--AN )'AMETEK ^ 2.STAKES TO BE PEUhIB AND
a1 _ y PARALLEL E
a.STAKE TREE PERPENDICULAR
TO PREVAIL NG WIND `
41, CN
W Edi � " %� TIGHTLY COMPACTEDA ER1W.;BASfKMN•.T0F0t�
TOP OF STAKES BROW HEAD DEPRESSED
TOP TIE TO BE PLACED AS LOW v v
1 >� AS POSSIBLE ON THE TRUNK TO
ALLOW FOR WIND FLEXING Of THE TREE OF TREE WHERE SPECIES GROWTH `� / ~� TOP OF ROOTBALL TO EXTEND 2'
TOP OF ROOTBALL TO 4'WOOD CHIP MULCH r`
HABIT PERINTFS. �� ORIGINAL GRADE NATNE RACIffABOVE FINISH 4Rl WFTH NO R(N:KS
ADE
BUT NOT SO LOW AS TO LOSE SUPPORT MAIN TRUNK EXTEND
GREATER THAN( 1kAM11NO
�� W LIBBER HOSE OV--R wIME
OR>LLOW THE HEAD TO C>F�P
/ AT PO'4T Of COId4ECTIONI TOP OF STAKES BELOW 12'MIN. (2)SETS OF CINCH TIES ;i EATER THAN
COM ACTEU IN
ETIER
CMV ITER CA&E SPACED HEAD OF TREE WHFRE L SPACED24'APART ATTACH FRM
r a
SPECIFSGROWTH HABIT PERMITS. W GALVANIZED SCREWS TO 3`
PLACE TO FORM WATT RING BASIN
/ EQUALLY AROUND TREE - 12'MAXIMUN
LOVER KITH 3/4' DU x 3' tYMM MAN TRUNK _ - LODGE POLES
TEPC-ASS 200 WHITE PVC Pte. (21 SETS OF CNCH TIES SPACED 24-
EXTEND
4- t -
EXT OF 2- ASCI LL 1'O 2'DIA.LODGEPOLFPINE STAKES
' E1fTf ND Y ASCNE APART ATTACH WITH GALVAMZED -
FINISH GTvALTE SEWS T05 LODGE POLE`;
TOP OF ROOTBALL TO EXTEND WITH WOOD PRESFRVATIVF STAIN
i AARBOR GkFu OR EQUAL r.V 2'DW LODGE POLE PINE STAKES 2 ABOVE FINISH GRADE DRIVE A MIN.OF 6 INTO UN - -
TORNRUCKLF (Trp.) / TURF ARE4`>. WTTHWOOD PRESERVATIVE STAIN. DISTURBEUSOIL AND POSMON
DRIVE A MINMW OF 6INTO ORIGINAL GRADE t
1URF -_� �TIGHTLY COMPACTED T N EPW sTAnE:TIouTsllc>E RooNBAlosrrloN IN PLACE TODFORN W PACT('i ROOT BA.! _
_ 3'BFHM TIG NTLY COMPACTED -E`,, EtOnl RAI 1
TO FORM WATLRWC
QEbTDEN1Ut AINC]OUND TOR AR&OR GUARD IN TURF AREAS AND BASIN. LOCATELIOUTSIDE OF - 1 '! —PLANT PIT TO BE TIMES THE _
/ COVER INSTAL CAT 1045. —1 YARDS PLANT PR I :_ .1 PLANT PIT TO BF(2`TP#F THE
WIDTH OF THE ROOT BALL -._
WIDTH OF THE RM RAI I
\ TOP OF FINISH
GRA TO IXTFPTD 2' I __ ��_. —_ .. T
__H I CL ABOVE FlNTSHGRADE J
/ }, MULCN W PuWTER, TLOWLY COMPACTED 3'BERM TO FORM _- --
f WATERNG Base FOR RPWXD TLA!AND NATFVF BACKFlU WITH
ROUNDCOVEHNsf ALLATIONS LCICATE NO ROCKS GREATER
OUTSIDF OF PLANT PIT BFHWN N TURF ' MV AREAS Tn BE RFMA ',ELI PP.k,M'::,y1vTH4N'i DIA1,fElEk :.- ROiNATTH W1
KSGq[A1ERBACKFILI THANTPUNT PIT TO BE2i-T. ; TMLSTHE WIDTH OF
It-'1.IF, — THE ROOT BALI
(� Roo HALL r �
�- uND1sT_IRa=D NATIVE scatL�Is RRE!m Na
l _ T( TlvE SOIL
NOTES
akc. :
NATIVE d1,^.KF1Ll N,fH
ROVY.S GREAT;R ` '� 11 I•i 'Irl ) r ( p t' p N..TF.
TrraN S pA4t LER.— . () _ uty,l nal; 1.UNTANGI F MATTED ROOTS BY:0OSFNtNC At L ROOTS AT EDGE
i i I DL✓'KBNLN EATTn+ ANCHO' UNDISTURBED NATIVE 801 . 1
L.., NATIVE BACKFILL WTTH NO flt;.T nT
�� � 1l�-IkFltl:.tl�Ift I}-11 -.�I T T _ I ROCKS,rsEeTEurHa , .�- ( � 1 .I',s� Ib{-'I� OF a. RAI..DO N., RACKRC}JIRAi.L 1.UNTANGLFMA?TFDROOTSRYIOOSFNINGAILROOTS ATFTIGE
(66 J S1 O'AL S` IE W N 3'DIA 1 i I I' :1 (. 1 OF V<Ylr°�..i:. DCNO'..p.P.!'K PM'&A!
t I l-rt•�IL�1 L. —11
TD BE z DR EQ, If alb 1 IE Ift
PLA- PQ T
1u=S THE WICTti Of NODI g ,.-1 NATIVE"I Mjpl�'7IIRBEO NOTE S:
tT PIE 1L�1«iE EIICIIe( Ir K dI�IFt Eli.
UNDIsTvRS!M NATIVE W. IL
( I VAr. H x�1 I w1Di H ( I. RL MOVE NURSERY STAKES
r 2.SI AXES TO BE PLUMB AND PARALLEL.
wTrES 3.SI AKE TREE PERPENDICULAR TO PREVAILING WILD.
t. INSTALL GUYS HAND TAUT TO
DREVENT DEFORMATION OF L1MM.
2. F11IRE SHALL BE CLAMPED OR
CROAPEO NOT 11NSTED
TOP VIEW
TREE GUYING TREE PLANTING TREE PLANTING ON SLOPE SHRUB PLANTING SHRUB PLANTING ON SLOPE
SCALE: N.T.S. # 503 SCALE: N.T.S. # 502 SCALE: N.T.S. # 505 SCALE: N.T.S. # 506SCALE: N.T.S. # 507
E HALF OF SPACING
LIMIT OF PLANTER AREA REQUIREMETIf 4'OF COMPACTED WOOD CMP
MULCH.
HARTISCAPM6(CONCRETE HEADER,
CURB 8 GUTTER,SIDEWALK,ETC.) NIS14 SOIL GRADE
kiv
Tr
Ii
tri�0 KK r�-
I� A' 1�{Rr
I
a,
SHOVEL CDT EDGE COMPACTED
NATIVE SOIL
NOTE:
NOTES:
1.ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL L,PF"TO PUHCHA9Ef1LA0EMENE OF THE MUCH.THE CONTRACTOR SHALL
SPACINGANGULAR UNLESS OTHERYflSE WD{CATED ON
PLANS. Stt LEGEND F�R SPACING REQUIREMENTS. SUBMET A SAMPLE TO THE INSPECTOR FOR APPROVAL.
2. MULCH CINDER TREES AND SHRUBS AS DtRECTED ON THE PLANS AND BLEND
2 WHERE PLANTED ADJACENT TO WALLS.WALKS,CURBS OR INTO EDGES AT GROUND COVER AREAS.
SIMILAR LIMITATIONS.ALL SHRUBS AND GROUND COVER 3. MOISTEN MULCH AFTER WSTAL LATION TO ASSIST IN COMPACTION.
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 4- PLACE NO MULCH WFTHIN A 6'RADIUS OF THE CROWN OF A WOODY PLANT.
FROM SUCH LIMITS SEE LEGEND FOR SPACIV.REOUIREMENTS
I SPACING REQUIREMENTS SHALL GOVERN THE FINAL OUANTMES
OF PLANT MATERIALS PLANT QUANTITIES INDICATED ON THE
LEGEND ARE ESTIMATES ONLY
SHRUB SPACING MULCH LAYER =
SCALE: N.T.S.
# 508 SCALE: N.T.S. # 509 SCALE - SCALE: SCALE
0 SC APF
uR►►vie '9n
a
U to ['7
1-04
ner 'Da
tp
Date
4p
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA—
TRACT
#16306
DAY CREEK @ MONTERRA II L.M. D.
DAY CREEK BLVD., VINTAGE AVE.
PLANTING DETAILS
APPROVED BY: UA1 E:j 1
CITY ENGINEER RCE No. 24953
DESIGN 'A CHITERRA brSiGN GROUP RE ENDED
PSC LANDSCAPE ARCHITECTURE
SITE PLANNING
10621 CHURCH STREET,SUITE 106
SCALE: SCALE: SCALE: DRAWN RANCHO CUCAMONCA, CA s,�so SHEF 1
SCALE:
PSC (9091 484-2800 FAX: (909)484-2802 L-7-
CHECKED RLA NO. 2834 DRAWING NO.
JAE DATE 6/12/03 JOB NOD307-5 -L
SHEL-I OF
_______ __ ... - _____ _ _.
SPRiNKI,ER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x I l"rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings.or
e. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the
PART 1 -GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to
and shall be the maximum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be
1.01 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No.910 1214 and/or concrete is necessary,it shall be done and replaced by the
A. Scope of Work: Provide all labor,materials,transportation,and services However.in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be
necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: sidewalks and/or concrete shall he obtained from the City of Rancho tested and adjusted to meet site requirements.
Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE
B. Standards: All work and materials shall comply with governing codes.safety 5. The chart shall be a black line or bluetine ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the
orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius)of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets A The entire irrigation system shall be under full automatic operation for a
the Standard Specifications For Public Works Construction(Green Book)latest 2. Non-prmure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven(7)days prior to any planting.
edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions.
sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the
1.02 QUALITY ASSURANCE,&REQUIRFMF,NTS mils. 3. Pipe shall be made from NSF approved,Type 1,Grade 11 PVC 2. Spray heads shalt have a screw adjustment. operation period.
compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation limes as indicated on the Drawings is
A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a 3.08 CLEAN-UP
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings.
Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
B. Manufacturer's Directions: Manufacturers directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as rioted in paragraphs 1,2,acid 3 of this section(2.01 B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall he bloomed or washed
shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as original condition.
Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.0114 of the Specifications. 5. All sprinkler heads of the same type shall be 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 FINAL.SITE OBSERVATION PRiOR TO ACCF,PTANCF
C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work,perform such work in
and regulations governing or relating to any portion of this work are hereby a Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho
incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings, use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline.lateral fines Rancho Cucamonga Cucamonga at time of final observation. Any items deemed rat acceptable by
provisions shall be carried out by the Contractor. Anything contained in and material item including nacres and addresses of conforming to Federal Specification#WW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall he reworked to the complete satisfaction
these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga.
rules, regulations,or requirements of the same.However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be 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. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as
required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E Copper Pipe and Fittings: Drawings and irrigation Detail sheet. required before final site observation can occur.
Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections,the Contractor shall work the metal
1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE
D. Explanation of Drawings: 2. in addition to the above mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light
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 be 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 be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipe may be solvent welded. the time indicated:
shall carefully investigate the structural and finished conditions rendered. 16%zinc,249,cadmium,solidus at 1125°F,and liquidus at 1145'F. 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 be E Line Clearance: 1. Pre-Job Conference-7 days
such fittings,etc.,as may be required to meet such conditions. E 13quipment to be Furnished: F. GateValves: properly phased.
Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six(6)inches from each 2. Pressure supply line installation-24 hours
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(1 i/2"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (I 2)inches from lines of other trades,with the
points of connection of all appropriate wiring station valves,master exception of the control wire sleeve(s)which shall he installed 3. Lateral line and sprinkler installation-24 hours
conflicts between the irrigation system,planting and architectural aPP P g( adjacent to pressure supply line. Parallel lines shall not be installed
features. i Two(2)sets of special tools required for removing, a Ball valves shall be a 125 lb SWP bronze valve with threaded valve,common,central control). J P PP Y
disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours
. 2. All work called for on the Drawings by rates or details such be supplied on this project. b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment:
furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation-24 hours
C. Two(2)keys for each automatic controller. 1. Refer to the Irrigation Plane for sizes and of miscellaneous
specifications. g h'P�
d. One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2"and larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours
3. The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed. a Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test-48 hours
obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut. approved equal.
exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall he No.403 RT-RW as G. High Voltage Wiring for Automatic Controller: 8. Final observation-7 days
obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3-EXECUTION
City of Rancho Cucamonga In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be R When observations have been conducted other than the City of Randa
performed.the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga,show evidence in writing of when and by whom these
revision necessary. G. Quick Coupling Valves: observations were made.
1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union
1.03 SUBMDTTAI.S 1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having 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 working pressure of 150 P.S.I. prior to proceeding with work under this Section. contractor shall not call for a site visit without"As-Built"record drawings,
A Material list: care in handling.loading,unloading,and storing PVC pipe and fittings. All H. Remote Control Valves: without completing previously rated corrections,or without preparing the
PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit.
1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow
processes specified b name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be his operations or neglect. Check existing utilities drawings for existing utility at least twelve(12 inches between adjacent valve boxes. Install each
P P Y 8 P discarded,and if installed,shall be replaced with new piping. R Backflow Prevention Units: locations. g g g g ty remote control valve in a separate valve box.
substitution will be allowed without prior written approval by the p
City of Randa Cucamonga.
1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall be I. Flushing of System:
2. Complete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting
work. Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and CONCRETE,SPECIFICATIONS
and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do connected,all necessary diversion work has been completed,and
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed
y g Y Pre D. The Contractor shall carefully check all grades to satisfy himself that be may prior to installation of sprinkler heads,the control valves shall be PART 1 GENERAL
is a guide to proper submittal formai: for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system.
#IOOB or approved equal. 1.01 Description
Item No. Description Manufacturer Model No. 1. 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 for each item to be submitted. 3. All pressure main line piping between the point of connection and 3.02 PREPARATION has been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works
1 Backflow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. A Physical layout: Rancho Cucamonga. Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer to
2 Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to Y Y Sections 4,201,303.and 400,as well as any other sections related to the installation,
2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of J. Sprinkler Heads: per and post installation of concrete work,materials, labor,and clean-up. The
construction. Submit shopdrawing forad. 1. Prior to installation,the Contractor shall size stake out all pressure
g pproosupply lines,routing and location of sprinkler heads. Standard Specifications for Public Works Construction is available from:
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is i. Install the sprinkler heads as designated on the Drawings. Sprinkler
approved. I. Check Valves: 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects BI Building News
4 Etc. Be. Etc. to installation. to those itemized. 3055 Overland Avenue
13. The City of Rancho Cucamonga shall have the sok responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze Los Angeles,CA 90034
Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the (310)202-7775
listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51D,Class A, B. Water Supply: Drawings. In no case shall the spacing exceed the maximum
boxes,etc. No copies of manufacturer's literature(catalog cuts)are Type N' 1. The irrigation system shall be connected to water supply point(s)of recommended by the manufacturer. 1.02 Scope
required as submittal information. 1.06 GUARANTF.F,
2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 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:
attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s)shown on
of the City of Rancho Cucamonga may be rejected and the Contractor PP �' pr j g The City reserves the right to make temporary repairs as necessary to kap the
may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior
mor to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes
y � � caused by actual site conditionssprinkler system equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel,tales,and anchors.
.
expense. irrigation system. the Valcon"ADV"or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of the
CElectrical S 1 guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete.
4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations . ectrau and J. Control Wiring: �y'
product or products apparently meet the requirements of the maintenance manual. 3.05 EXISTING TREES C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any oral all automatic controllers shall be
samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical points)of connection as indicated on the applicable.
Dade t s When it is necessary to excavate adjacent to existing tines,the Contractor shall use all
shall contain the following information: burial copper wire AWG-UF.600 volt. Control wiring installed in g • possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection
5. Manufacturer control wire conduit within structure shall be made with AWG-TW s warranties shall not relieve the Contractor of his (2)inch and larger roots occur shall be done by baud. All roots two(2)inches and
solid co wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s)shown on larger in diameter,except directly in the path of i or conduit,shall be tunneled All finished concrete work shall be barricaded to
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM PPee the Drawings. The Contractor is responsible for minor changes cause gY P pipe pedestrian traffic for three(3)days.
supplement the guarantee. automatic controller. Common wires shall be white with a different g' ' g under and shall be heavily wrapped with burlap to prevent scarring or excessive Barricade shall be placed imediately after concrete finishing. Contractor shall furnish,
We here uarantee that the uTi ation stem we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions.
hereby g g system drying. Where a ditching machine is non close to trees having roots smaller than two place and remove all of his own barricades. Contractor shall be responsible for any
R RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart. In no case shall
3.03 INSTALLATION (2)inches in diameter,the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall he made
accordance with the Drawings and Specifications,ordinary wear and tear.unusual wire size be less than#14. trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall without added cost to the City.
1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be
set of blueline ozalid prints which shall be corrected daily,showing workmanshipwhich ma•develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching:
Y P g Pe Y closed within twenty-four(24)hours;and where this is not possible,the side of the 1.04 Clean-up
every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. trench adjacent to the tree shall be kept shaded with burlap or canvas.
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to tine City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of
purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1)wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow Upon completion remove all tools,surplof us
concrete work and before final acceptance,theplus materials,apparatus,debris,etc.from the site and
Contractor shall
layout indicated on the Drawings as noted. 3.06 FiELD QUALITY CONTROL, nd 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 together at intervals of fifteen(I 5)feet. Y g shall be left in a clean,neat condition acceptable to the City.
as a record set. replacements within a reasonable time after receipt of written notice from the City,we A. Adjustment of the System:
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within throe(3)feet of each 2. Provide for a minimum of twenty-four(24)inches cover for all
2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping.
splice connection at each electric control valveso that in case of 1. The Contractor shall flush and adjust all sprinkler heads for
,
drawing progress sheets daily as the work proceeds,showing the optimum performance and to prevent overspray onto walks,
work as actually installed. For example,should a piece of equipment PROJECT: repair,the valve bonnet 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 loosely pressure supply lines of three(3)inches or larger in diameter. roadways.and buildings as much as possible.
LOCATION: in trench without stress or stretching wire conductors.
must indicate that equipment has been relocated in a graphic 2. If it is determined that adjustments in the irrigation equipment will
4. Provide for a minimum of eighteen(18)inches cover for all pressure
manner so as to match the original symbols as indicated in theprovide proper and more adequate coverage. the Contractor shall
SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 1/2")inches or smaller
irrigation legend. The relocated equipment and dimensions will make such adjustments prior to planting. Adjustments may also
Packs,Rainbird Snap-Tile wire connectors.,or approved equal. Make
then be transferred to the original record drawing plan at the proper 5. Provide for a minimum of twelve 12 p include changes in nozzle sizes and degrees of arc as required.
time. ADDRESSED: only one splice with each connector sealing pack. ( )inches for all non-pressure
lines.
PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control
3. Before the date of the final observation,the Contractor shall transfer 3. Lowering raised sprinkler heads by the Contractor shall be
valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(I 8)inches for all control
all information from the"record drawing"prints to a sepia mylar or wiring. accomplished within ten(10)days after notification by the City.
similar mylar material. Arrangements shall be made through the city PART 2-PRODUCTS Rancho Cucamonga.
for obtaining said sepia mylar or similar mylar material. All work4. .kit sprinkler heads shall be set perpendicular to finished grades
shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets unless otherwise designated on the Drawings.
technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads.
A General: Use o new materials of brands and s noted on drawings, 1. Automatic controller(s)s shall be of size and shown on the
shall be similar to those manufactured by Rapidograph, Kueffel& �' �'� �� �) type 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers
specified herein,or roved equals. Drawings. B. Backfilling: D E S C R I P T I O N O F REVISION
Esser,or Faker Castell. The dimensions shall he made as to be easily Pee PP eq g specification so that each lateral operates at design pressure.
readable even on the fmal controller chart(see Section C). The i. The trenches shall not be backfilled until all required tests are DATE JAPPROVED
original mylar"record drawing"plan shall be submitted to the City of R PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s)shall be approved by the City 1 R Testing of Irrigation System:
of Rancho Cucamonga. performed. Trenches shall fi carefully backfilled with the excavated CITY o f RANCHO CUCAMONGA
Rancho Cucamonga for approval prior to the completion of the materials approved for backfillin consisting of earth, loam,sand
1. Pressure main line piping for sizes 2"and larger shall be PVC Class PP g• € Y 1. The Contractor shall request the presence of the Ci of Rancho
controller chart. clay,sand,or other approved materials,free from large clods of earth P City
315. 3. Unless otherwise rated on the Drawings,the 120 volt electrical power Y. PP g Cucamonga in writing at least 48 hours in advance of testing.
4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall he mechanically compacted in landscaped
reference,such as building comers,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde 1, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per 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. TRACT #1 6306
pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas,humps or other surface irregularities.
a. Connection to existing water litres. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld Note: Testing of pressure main lines shall occur prior to DAY CREEK @ M O N T E R RA 11 L.M . D.
b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves.
c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2)inch in size will be DAY CREEK BLVD., VINTAGE AVE.
d. Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic
along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior
3. Flooding of trenches will be permitted only with approval of the City to avin IRRIGATION SPECIFICATIONS
e. Sprinkler control valves. P K
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga.
g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six(6)hours. If leaks
h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves,
sprinkler heads,lawn,planting,or other construction are necessary, develop,replace joints and repeat test until entire system is proven APPROVED BY: DAl E :/
i. Other related equipment as directed by the City of Randa 21-70. M. Control Valve Boxes: the Contractor shall make all required adjustments without cost to the watertight.
Cucamonga. City. CITY ENGINEER RCE No. 24953
5. PVC solvent-weld fittings shall be Schedule 40,1 1-1 NSF approved 1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries 5. All hydrostatic tests shall be made only in the presence of the
5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure 172466. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall ARCH IT E R RA DE G N GROUP RE ENDED
C. Trenching and Backfill Under Paving: DESIGN
shall deliver the corrected and completed sepias to the Ci of sleeve shall be PVC with minimum size of six(6)inches. be backfilled until it has been observed,tested,and approved in
P P City KPF LANDSCAPE ARCHITECTURE
Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing.
g rY P• 1. Trenches located under areas where paving,asphaltic concrete,or 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 I I"rectangular box for all electric control valves. tt1621 CHURCH STREET,SUITE 106
Po ty' €req concrete will be installed,shall be backfilled with sand(a layer four
manufacturer. Carson Industries#1419-12B with green bolt-down cover or approved 6. Furnish nieces fora m and all other test equipment.that may be omitted from the prints. 4 inches below the i and six 6 orches above the i and �' pump � � DRAWN RANCHO CUCAMONGA,CA 91730 SHEE 1
(909)484-2800 FAX: (909)484-2802
g J DD
C. Controller Charts: 7. All PVC pipe must bear the following markings: eq compacted in layers to 95%compaction,using manual or mechanical 7. When the irrigation system is completed,perform a coverage test in
tamping devices. Trenches for piping shall he compacted to equal
3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick the presence of the City of Rancho Cucamonga to determine if the � /�
the compaction of the existing adjacent undisturbed soil and shall be RLA NO. 2834
1. As-bunts drawings shall be approved b the Ci of Rancho a Manufacturer's name coupling valves. Carson Industries#608-12 with green flex-lock water coverage for planting areas is complete and adequate. Furnish CHECKED r�/ / r] DRAWING No.
g ° Yp prepared.City b. Nominal i size cover or roved equal. left in a firm unyielding condition. All trenches shall be left flush all materials and perform all work required to correct an JAF '11A JOBNO.0307-5 /
Cucamonga before controller charts are r arid. P PPt nn
C. Schedule or class � } DATE r:J
SHEET OF
PI,ANTiNG SPECIFICATIONS
PART 1 -GENERAL PART 2-EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination:
good horticulture practices and shall be of the size and caliper normally
1.01 Scope of Work: 2.01 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 be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the landscape Architect or City.
necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydrosoed
implied,or as delineated in the Specifications as follows. shall have root hall coveted with moist sawdust.wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for
until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application.
1.02 Standards: accepted and w ill be 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, E Sizes of Plants -Shall be as stated on the Pian. Container stock(1-gallon,5
and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon)shall have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as
For Public Works Construction(Green Book)latest edition. and approved by the Landscape Architect and City prior to planting. year,but not o%er 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 be permitted 6.06 Selective Herbicides:
shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and
A. All Contractors performing Site Development work must be licensed in are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herbicides compatible with seed mixtures(as recommended by
accordance with the laws of the State of California. Native,On-Site Soil with tock no greater than 3"in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor)
Gro Power Plus,5-3-1 15 lbslcy specifications.
B Contractor shall provide the Landscape Architect and the City with a list of Inn Sulfate 2 lbs/cy 6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to be employed during the G. Plants Not Approved -Plants not approved are to be removed from site
course of construction. (To be 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
reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest
C. Contractor shall obtain and keep in force Public Liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each Control Advisor's recommendations.
Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment. H. Stake all trees,as per details immediately after planting to prevent wind
amount of insurance shall be determined by City. damage A. Prior to the installation of the irrigation system remove and clear all weeds
Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas.
D. Prior to start of site development work,the Contractor shall ratify the and shrubs. Berms in turf areas to be removed prior to City acceptance. I. Plant trees that are to be located in lawn or ground cover areas after finish
Landscape Architect and City to give starting and completion dates. grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shall also supply the landscape Architect and City with the name PART 3-SOIL PREPARATION AND FINISH GRADINGinstallation of said lawns or ground cover to provide for thorough watering
1"-2"below the surface of the soil. Physically remove all weeds from the site.
and telephone number of the person in charge of the work. of trees. All planting holes shall be excavated as defined on appropriate
3.01 Scope of Work: details. PART 7-LANDSCAPE MAIlVTF.NANCE
1.04 Responsibilities and Coordination:
A Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work:
A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn
required by governing authorities for the work to be performed. areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing
specifications. all maintenance requirements as reasonably implied or as delineated in the
B. Existing Conditions: The Contractor shall verify all conditions and 4.04 Trees Stakes: specifications including,but not limited to the following:
dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if
work under this contract The Contractor shall verify the location and depth required. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas.
of all underground utilities prior to start of work. further information. Keep planted areas free of weeds and debris.
C. Cleaning and finish grading of planters areas and planting areas. Prune trees arld shrubs.
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred PART 5- GROUND COVER AND BEDDING PLANTS Fertilized all plants and planted areas.
for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: irrigation.
by him for the construction of the project. Temporary services shall be Insecticide spraying.
coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. 5.01 Scope of Work:
Provide all materials and equipment and perform all work necessary for and
7.02 Fertilizers:
D. Survey,Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, incidental to installing around cover and bedding plaits,as shown on plans,as
establishing all surveys,reference points and elevations required by him,and shall be sandy textured. Silt plus clay content of this soil shall be no greater all greasonably implied,or delineated in the specifications. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus.and 12-8-8
shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than 1 Gro-Power Controlled Release Nitrogen,as designated herein,or approved
part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro
E Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR)shall .exceed 3.0 millimohos per centimeter at 25 C. 5.02 Bedding Plants: Power(909)393-3744.
detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be Perennials and Annuals: Provide healthy container grown plants from a recognized
traffic barters and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and
City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall he registered as an agricultural miner.with the State
to City for approval. Soil test to include analysis and recommendations. 5.03 Ground Cover. Department of Agriculture in compliance with Article 2- "Fertilizer Materials,"
1.05 Defective and Unauthorized Work: Section 1030 of the Agricultural Code.
All work which is determined by inspection to be defective in its construction or 3.03 Soil Amendments: Ground Cover. Provide ground cover of the species shown on plans. Ground cover 7.03 General:
deficient in any of the requirements of the plans and specifications,shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers.
or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting.
acceptable to the Landscape Architect and City. 5.04 Mulch:
3.04 Soil Preparation: Mulch: Shall be of compacted d chi fiber.
1.06 Inspections: � wooP Maintain all plants and planted areas on a continuous basis as they arc installed
All work on irrigation system shall be 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 notifying the Landscape Architect,Ci approval and,fine grading completed,prior to rototilling and prior to soil 5.05 Coordination: of total project. Replace any dead or dying plants as directed by the landscape
g Pec by ymg � City aPPro grad g P P g
and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work Architect and City representative.
noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for
the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by planting. If planting is delayed,keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain
sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off
tilling or cross ripping to a depth of 12". All rock and debris more than 2"
shall be kept to a minimum. Damage to irrigation system resulting from
Rough Grading. diameter shall be removed from the site,except for meas that are to be sodded, in elements.
Drain Lines and Catch Basins. which all rock and debris more than 1"in diameter shall be removed. maintenance and equipment and/or maintenance personnel,shall be
Irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of
installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs
Soil Preparation and Finish Grading. Apply,spread,and roxotil in all soil amendments as recommended to a depth of 6".
Plant Material(delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written
5.06 Installation: permission from the City.
Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting area:
-7 Days.
Plant ground cover nerd bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free weeds and debris by cultivating
Final Inspection(after maintenance period)-7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal.
200 lbs.of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days.
The contractor shall gon
range a Precstruction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize
Architect and City a minimum of seven(7)days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an
bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program.
1,07 Guaranties: specifications were developed to the time the actual soil conditioning take place.
Therefore.the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after panting,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 25,000 square feet of planted area. These soil tests shall be conducted by an proper surface drainage. A 4"layer of mulch materia]shall be spread over the entire program and as may become necessary thereafter by an approved method of
shall be guaranteed from date of final acceptance of landscape construction roved Agronomic soils testing laboratory roved b the project Lands planter area after grade is established. Watering shall begin immediately after pest control,to keep all plants and planted areas free of insects and disease-
for
P aPP g g ry hPP y P i mulching.(Grading shall accommodate the mulch)
for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction Method shall be reviewed by the City prior to any applications. Pest Control
job conference. shall include rodent control.
Trees 24"box&larger i year 5.07 Protection:
Trees 15 gal.&smaller 1 year 3.05 Finish Grading- D. Pruning: Prune all plants as designated and directed by Landscape Architect
Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or
Ground Cover 120 days After rototilling opemtioms are complete,grade areas 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 be met after
PART 6- WEED ABATEMENT' Remove trash weekly. Edge ground cover to keep in bounds and trim top
Lawn(sod) 120 days settlement at the end of the project maintenance period.
Lawn(seed) l20 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate
Finish grading shall leave surfacee of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles;repair damage.
Guarantees begin after the project acceptance by City and at the end of the grade change.
180-day maintenance period. landscape Contractor shall replace and plant Provide all material,eguipment,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 Landscape Architect 8.01 General:
or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Quality Assurance:
period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for
Landscape 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
B. Construction Materials: The contractor shall guarantee all workmanship and PART 4-TREES AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works inspector.
materials for all site development,for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and
acceptance of project. 4.01 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 be made that affect the establishment period: The first
shown on plans,as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the
Upon completion of the work the Contractor shall present to the City,signed copies of beginning of the establishment period,and thee second at the end of the DESCRIPTION 0 F R E V i S I 0 N
all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 DATE APPROVED
Prior to the installation of any weed control materials,the Landscape Contractor shall day period,due to defective maintenance,then continue establishment until
1.09 Disposal and Clean-up: A. Nomenclature -Plant names indicated on the drawings conform the"Standard e
submit to the Landscape Arc}utect/City a list of the weed control materials and all work meets with the Specifications and can be approved. CITY o f RANCHO C NGA_
Plant Names"established by the American Joint Committee on Horticulture. quantities per acre intended for use in controlling the weed types prevalent and
Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor h
B. e termination of establishment period all plant material shall live,
soil material),trash and debris generated or encountered during the course of followed. shall furnish the Landscape Contractor and Landscape Architect and City data to healthy,undamaged,and free of infestation. Inferior plantingss shall be
landscape construction,and legally dispose of it. During the course of the work, demonstrate the compatibility of the weed control materials and methods with the replaced and brought All
a satisfactory condition before final fceptas. of TRACT #16306
remove surplus materials from the site and leave premises in a meat and clean B. Condition -Plants shall be symmetrical,typical for variety and species,sound, work will be made. Al]areas shall be neatly raked and free of weeds.
condition. Clean u and remove all remaining debris and surplus materials u intended planting and seed varieties present.
p g rP P� healthy,vigorous,free from plant disease,insect pests,or their eggs,and Shall
completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the DAY CREEK @ M O N T E R RA 11 L.M. D.
upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no DAY CREEK BLVD., VINTAGE AVE.
case shall trees be topped.
PLANTING SPECIFICATIONS
APPROVED BY: DAl E.
CITY ENGINEER RCE No. 24953
DESIGN ARCHITERRA DE IGN GROUP REC LADED
KPF LANDSCAPE ARCHITECTURE
SITE PLANNING
10621 CHURCH STREET, 106
DRAWN RANCHO CUCAMONGA,CA1TE 91730 SHEET
JDD (9N)484-2800 FAX: (909)484-2802 L-9
RLA LA0. 2834
CHECKED DRAWING NO.
JAF DATE 6/12/03 JOBNO.0307-5 1 g o 3 -L
SHEET OF
ELECTRICAL SPECIFICATIONS
S E CTI ON 16010--GENERAL RE QUIRE ME NTS S E C11ON 16600--UGHTING FIXTURES
Part 1-GENERAL PART 3-TESTING AND ADJUSTING OF ELECTRICAL SYSTEM PART 1-GENERAL PART 3-EXECUTION
1.1 GENERAL REQUIREMENTS 3.1 SYSTEMS AND EQUIPMENT TESTING 26 PULL AND JUNCTION BOXES 1.1 EQUIPMENT 3.1 LIGHTING POLE BASES
A. I i the responsibility of the contractor to obtain and thoroughly review Control systems for outdoor lighting, dimmin systems for indoor lighting, A. Boxes are to be installed in all conduit runs in sufficient number to meet electrical installations (water, gas, drains, sewers, etc.). This condition Lighting fixtures as indicated in the drawings shall be furnished by the A The pole base details shown on the drawings are for use in average soil
It s P Y 9 Y Ys9
construction drawings and specifications that pertain to this project where master controls for lighting systems, and emergency power systems the requirements of codes, special requirements of utility companies, shall apply to joint trench situations and to conditions where trenches contractor, except as indicated in the "SUBSTITUTIONS" section that conditions Concrete used in the bases shall be Portland Cement and
requirements for electrical construction exist in other drawings and (whether integral in fixtures, by inverter/battery sets, and/or generators) requirements of providers of special equipment and systems, and to allow cross. follows. The contractor is responsible to coordinate with the manufacturers have a 28 day compressive strength of 3,000 PSI. Structural steel
specifications the contractor shall include these in the bid. shall be thoroughly tested during installation, and these systems shall be for efficient and convenient installation of conductors. It is the 3. Each layer of backfill shall be compacted to a minimum density of of specified fixtures and assure that submittals for approvals and reinforcing bars shall have a minimum tensile strength of 60 KPSI. The
specifications tractor shall review the s in the architectural section B. The contractor shall furnish and install all material, labor, and equipment tested at the completion of construction in the presence of the owner, responsibility of the contractor to locate these boxes and size them 90% and the top 6" shall be compacted to 95% maximum density. subsequent orders and delivery dates will not conflict with the job conP o to
necessary for a complete and operable electrical system. architect, and engineer. according to code requirements. Boxes shown on the drawings are to be It is the responsibility of the contractor to provide verification that schedule. The contractor shall apply the following procedure to the determine if there are any special requirements for finishing concrete
C. The electrical drawings which constitute an integral part of this contract, installed as shown but do not necessarily indicated all boxes necessary this condition is accomplished. ordering of light fixtures: bases that extend more than 6 inches above grade. In the absence of
are schematic and the are intended to indicate a general layout of the 3.2 GROUND TESTING for any installation. Boxes installed in outdoor or wet locations shall be 4. Upon completion of backfill and compacting the contractor shall leave 1. If the contractor is planning to request substitution of light fixtures other specifications these bases shall be set plumb, patch any voids
Y 9 Y
h
electrical sYs with a smooth finish,tem. The actual field conditions of construction, including the It is the responsibility of the contractor to assure the integrity of the of the type approved for the purpose. the site in the some condition that it was at the commencement of he shall discuss this in detail with the engineer before the bid. At that m sh, grind any projections to a smooth finish, final
work of the other trades involved in the construction, will dictate the grounding system throughout the project and it is mandatory that the B. Boxes installed indoors shall be coded with gouge steel, galvanized on the work. This requirement includes replacement of any damaged time the engineer will inform the contractor if there are any restriction finish smooth and uniform.
exact methods and materials to be used. The contractor is responsible entire system be thoroughly tested. It is also mandatory that the main all surfaces, with removable covers and secured with machine screws. landscape materials, asphalt, concrete, other pavements and finish to substitution of particular fixtures. However, no approval of substitution B. Where light pole assemblies include components set perpendicular to
the ole these members are to a set plumb with respect to right
to adequately review the tans and work of the other trades to assure electrical service ground bus be tested by a licensed electrician utilizing they shall be adequately supported by mechanical connection to the materials, fences, lawns, trees, etc. Additionally, the contractor shall will be made until all conditions of the "SUBSTITUTION" section that pole, b s b p u b w pec g t
q Y P
angles. Light fixture ales shall be et within 1 degree of plumb.
that the work is properly coordinated with others. methods and equipment that are acceptable by members of the trade. A structure of the building. They shall be located such that they are readily be responsible for any damage to other installations such as sprinkler follows are met. 9 9 u p s deg p b
written record of this testing shall be made by the contractor indicating accessible for maintenance purposes. All junction boxes in branch circuit; lines, and the like. If the contractor feels that damage to other 2. The contractor shall maintain complete and accurate documentation of
1.2 CODES, STANDARDS, AND PERMITS the time and date of the test, the name of the person conducting the shall be marked on the cover with the circuit identifications. is unavoidable then it is his responsibility to bring this to the communications with the suppliers.
A. The construction of the contractor shall be in accordance with all test, the equipment and method used, and this record shall be kept by Boxes used in the utility site system, covers shall be marked Electrical, attention of the engineer prior to any specific work to allow the 3. The contractor shall request fixture submittals for the approval of the
applicable codes and standards of governing agencies. As a minimum the contractor and made available to the engineer upon request for a Telephone, or CATV as appropriate. Concrete boxes shall be install on a engineer to designate corrective procedures. engineer within (5) days of notification of the award of contract and
construction shall comply with the current adopted edition of the National period of (3) years following completion of the construction. 6" crushed rock base. The contractor shall coordinate the finished 5. Upon completion of the trenching and backfill the contractor is shall verify that the submittals have been received by the engineer,
Electrical Code, State of California Title 24, State Building Standards, elevation with the specific conditions of the installation. In general the responsible to remove any excess dirt, rock, and other debris from and allow for (15) days review time.
Occupational Safety and Health Administration (OSHA) requirements, State 3.4 VOLTAGE ADJUSTING contractor shall attempt to locate boxes such that they are as visually the job site. 4. The confirmed order for the purchase of the fixtures shall be placed
for California Title 17 and to all local codes having jurisdiction. In the A. The contractor shall be responsible to coordinate testing of the main unobtrusive as possible. within an adequate time period to allow for the timely delivery of the
case where codes have different level of requirements, the most stringent service utilization voltage. In the case of 120/240 volt systems the C. Boxes where exposed to weather shall be weatherproof and rain tight and SECTION 16400--SERVICE AND DISTRIBUTION EQUIPMENT fixtures. If there is to be a delay in the delivery the contractor shall
regulation shall apply. voltage shall test at 117 volts +/- 3 volts on each phase to neutral. shall be fabricated of minimum 14 gauge sheet steel and hot-dip galvanized make every reasonable attempt to inform the engineer of the delay
g pp y. PART 1- GENERAL
B. The contractor shall obtain and pay for all permits and inspections that in the case of 480Y/277 volt systems the voltage shall test at 270 after fabrication. Covers are to be properly gasketed and set with at the soonest possible time. As a minimum, the contractor is to
are required for completion of the construction. Obtain certificates of volts +/- 7 volts on each phase to neutral. This testing shall be stainless steel screws. Covers are to be stainless steel or brass. Visible 1.1 EQUIPMENT secure a confirm delivery date from the manufacturer at the time of
approval as required by authorities and submit to the architect for final conducted with a main service load of 25% by turning "on" lighting and covers are to be left with a clean factory finish. A. The service and distribution equipment shown on the drawings do not ordering and follow up on this delivery date periodically until the order
acce lance of the electrical work. air conditioning equipment during the test. The actual voltages of each D. Boxes located outdoors in landscape or in traffic areas, shall be precasted is received by the contractor.
p indicate the names of specific manufacturers. This equipment shall be
C. The contractor is responsible to secure all inspections required b the phase after adjusting and as determined in (3) separate tests shaA be with concrete as manufactured by Brooks or Ouikset. The covers of these 5. In the event that there is to be a delay in delivery the contractor is
p p q y manufactured by recognized manufacturers and shall comply with all
governing agency and will be held responsible for any work that is not recorded and reported to the engineer in written form. boxes shall be appropriate to their specific location. Boxes used in the applicable codes and standards. The contractor shall study the dimensions to make available to the engineer all of the written records pertaining
accepted. B. In the case of 120/240 volt services where the main disconnect exceeds utility site system, covers shall be marked Electric, Telephone, or CATV es of proposed manufacturers and verify that the equipment will physically to the order.
2000 amps or 480Y/277 volt services where the main disconnect exceeds appropriate. Concrete boxes shall be installed on a 6" crushed rock base. fit in the spaces intended. This is to be accomplished prior to bid of
1.3 WORKMANSHIP 1000 amps the voltage testing shall be conducted with a recording The contractor shall coordinate the finished elevation with the specific the project. If there is a problem discovered relative to the dimensions 1.2 SUBSTITUTIONS
The contractor shall be responsible to use experienced personnel who are voltmeter indicating a 24 hour record of the actual voltages on all phases conditions of the installation. In general the contractor shall attempt to of proposed equipment, the contractor shall contact the engineer and
p p p P p9 A. Request for substitution of light fixtures requires the prior approval
full competent and familiar with proper installation techniques and with during the first 24 hour period that the facility is in operation. The locate boxes such that they are as visually unobtrusive as possible. develop a solution prior to the bid. If this condition is not met for an
y p p p q p p Y of the engineer. The contractor shall furnish the engineer with (8) copies
the manufacturers' recommendations relative to theroducts that are contractor shall coordinate the time and date of this requirement with the E. Boxes are located in wet areas shall be installed with conduits in boxes reason then the contractor shall be responsible to work within the
p p of the intended fixture catalog sheets and allow the engineer (15) days
used. As a minimum, a standard apply to these personnel shall be owner, architect, or engineer, and submit the results of the testing to the such that they are protected from intrusion of water. Furthermore, if allowed limitations as indicated on the drawings by utilizing substitude review time. The engineer reserves the right to refuse the submittals.
equivalent to that of a licensed electrician. The contractor shall be fully engineer. This testing shall verify utilization voltages as indicated in there is a possibility that water can enter buildings or equipment by equipment in order to fit with the existing dimensions. B. Fixtures submitted for substitution shall be of the some general
responsible for the work methods and safety of these personnel. In the "Section A." above. entering into conduits owing to grades and elevations, the contractor B. In cases of remodel construction, the contractor shall make himself quality as those specified. The engineer reserves the right to make this
acceptance or rejection of the finished installation, no allowance will be C. In the case of sub distribution transformers the contractor shall be shall make the engineer aware of this field condition prior to completion adequately aware of the existing conditions on the job site relative to determination. Any special characteristics of the specified fixture shall be
made for the lack of skill on behalf of lithe personnel. responsible to assure proper secondary voltage with the some testing of the installation so as to allow the engineer to take appropriate any retro-fit switches, circuit breakers, etc., that are required. It is the included in the proposed substitution such as special lenses, reflectors,
techniques described in "Section A." above. actions and protective measures. responsibility of the contractor to determine what specific equipment will ballast, etc.
1.4 CONSTRUCTION REVIEW be required for the installation and include all such equipment in the bid. C. In the case of outdoor pole mounted fixtures there may exist a
The engineer reserves the right to visit the job site for the purpose of 3.5 GFI AND GFC1 EQUIPMENT TESTING C. The contractor shall be responsible to coordinate with the electric requirement for submittal of site photometry which shall depict a point
determining that the work of the contractor is in general compliance with A. All GFI circuit breakers and GFI convenience outlets shall be thoroughly 27 OUTLET BOXES utility to provide equipment thot is satisfactory for their requirements. by point light level summary on centers approved by the engineer, and
the intent of the construction documents. However, the engineer assumes tested during installation and at the completion of the project.
g Outlet boxes shall be installed with extensions and rings properly indication of the minimum maintained average footcandle level for the
no responsibility or liability relative to inspections or approvals of the B. If the main electrical service includes GFCI protection, then the contractor
p y y p pp coordinated for the surrounding finishes. The final installation shall render proposed system. This submittal shall be made concurrently with the
work completed or in progress during such visits. shall test this equipment in the presence of the inspector at the all outlet boxes flush and even with the finished surface. In all cases 1.2 QUALITY ASSURANCE submittal of the manufacturers catalog sheets if required by the engineer,
completion of the project. It shall be the responsibility of the contractor these boxes shall have a finished appearance acceptable to the owner, All service and distribution equipment shall be approved by a testing and it is the responsibility of the contractor to account for this
1.5 SCHEDULE OF WORK to notify the inspector when this test will be performed and allow the architect, and engineer. laboratory recognized by the code enforcing authority and bear the requirement relative to the timing.
A. The contractor shall be responsible for the scheduling of his work to inspector at least (3) working days to make arrangements to be present. approval label of that laboratory with a permanently mounted and engraved
placard. Additional) all service and distribution equipment shall have SECTION 16000 -- ELECTRICAL SPECIFICATIONS
meet the required completion date and shall also coordinate with other P Y' 1.3 QUALITY ASSURANCE
contractors so that the overall project can be accomplished on schedule. 28 CONDUCTORS permanently placed on it a permanently engraved placard nameplate A Lighting fixtures shall be manufactured by a recognized manufacturer
B. When product submittals are required as defined in subsequent sections SECTION 16100--BASIC MATERIALS AND METHODS A. The contractor shall be responsible to install all conductors used on the indicating the name of the manufacturer, the manufacturers serial number,
of this specification, the contractor shall allow 15 calendar da for project in compliance with Article 310 of the NEC. In the event that the voltage, phase, and ampacity of the specific equipment. and bear the approval label of a test lab all c recognized by the code
P ( ) Ys J P 9 P P Y penforcing agency. Additionally, this label shall conform to the specific
the engineer to review the submittals of the specified products. If the PART 1-GENERAL the contractor receives approval from the inspector to utilize insulation „
location of installation such as "damp or wet".
contractor is seeking a substitution of any products, he shall allow an types other than those shown on the drawings he shall pay particular 1.3 SUBMITTALS B. Where fixtures are installed on a surface of low density materials they
additional (15) calendar days for review time. The contractor is 1.1 QUALITY ASSURANCE attention to ensure that these conductors are properly sized. The contractor shall submit (8) copies of the manufacturers shop shall be approved for such installation or be spaced a minimum of
responsible to arrange these lead times such that they do not delay the The contractor is responsible to assure that all material and equipment B. Conductors used as service entrance conductors, to subfeed switchboards, drawings for each main electrical service, distribution board, switchboard,
completion of the project. delivered to the job site are new and in proper usable condition. All panels, transformers, and other equipment, where the wire sizes are #6 panel board, load center, transformer, motor control center, and any 1 inch from the surface. The contractor is responsible to field verify
this requirement.
C. Immediately upon the award of contract the contractor shall coordinate materials and products used are to be inspected and may be rejected if and larger shall be installed with the wire size, insulation class, and other service and distribution equipment. Prior to any fabrication,
with the suppliers of intended materials and products to be used in found to be defective or flawed. It shall be the responsibility of the voltage rating indications on the insulation visible without touching the manufacturing, or orderingof equipment, the contractor shall have copies C. Where fixtures such as open strip fluorescence are installed in
PP P g g g P architectural features such as coffers, valences, and the like, the
construction to verify that delivery of these materials and products will contractor to assure that this element of the specifications is conductors from the front of the connections. approved by the engineer in his possession.
not impact the completion date of construction. satisfactorily completed. The owner, architects, and engineers reserve the C. Where conductors of multiple phases are pulled through the some contractor shall install the fixtures such that the lamps are not visible
right to reject any materials or equipment that deem to be flawed or conduit to feed more than one equipment they shall be color coded. 1.4 SCHEDULE AND DELIVERY from view If this condition cannot be met based on field conditions,
1.6 SUBSTITUTIONS defective in the finished project. these colors shall be permanent and consistent for the entire run. The The contractor is responsible to obtain approvals and secure delivery the contractor shall notify the engineer allowing sufficient time for
Products are specified in the drawings by manufacturer and part number choice of colors is the option of the contractor except that grounds of all contractual related works (i.e. drawings, equipment, etc...) in corrective action before the completion of the installation.
DAll fixtures shown
shall be used in the construction unless the contractor receives prior 1.2 PRODUCT AND EQUIPMENT VERIFICATION shall be green and neutrals shall be white. conformance with the construction schedule. D. wn on the drawings are to be furnished with all necessary
written approval for substitution. In the event that the contractor wishes A. The contractor shall be responsible to check all products and equipment D. The contractor may gather runs of conductors based on field decisions, mounting devices and accessories. In all cases the contractor is
to seek approval for substitutions he shall submit the manufacturers' that is specified in the drawings when it is received at the job site to but shall comply with the applicable code requirements. PART 2-PRODUCTS responsible to install fixtures with proper and appropriate structural
assure that it is in fact compatible with the electrical plans based upon support.
shop drawings or cut sheet to the engineer allowing at least (15) days P P P E. Conductors #12 AWG and smaller shall be solid. Conductors #BAWL and E. Lamps shall be provided for all fixtures. Where specific lamps are
review time. The engineer reserves the right to approve or deny the the enclosed manufacturers' instructions including any instructions or larger shall be stranded. The minimum wire size to be used is #12 AWG. 2.1 MAIN SERVICE EQUIPMENT
substitution request. information placed on the products and equipment. the minimum insulation rating shall be 600 volts. Unless indicated otherwise on the drawings, the main service equipment indicated in the drawings these lamps shall provided. Where general
B. In the case of service and distribution equipment the contractor shall F. In no event may aluminum conductors of #6 AWG and smaller be used. shall be a freestanding, deadfront, deadrear, sheetmetal assembly with specification of lamps are given they shall bee General Electric or a
1.7 SUBMITTALS verify that the nameplates agree with the approved shop drawings relative Where the drawings indicate the use of copper conductors, then only factory applied paint finish. The contractor is responsible to verify size manufacturer approved by the engineer prior to purchase.
F
Immediately after award of contract and before ordering any products or to voltage, phase, bus ampacity, short circuit and/or AIC rating, and copper conductors may be used. In cases where the contractor utilizes of pull section, and other utility requirements, with the serving utility F. The contractor shall exercise care when handling and installing fixtures
materials, the contractor shall submit the required submittals of products enclosure type. aluminum conductors, the contractor shall be responsible to install these and provide the required equipment. The equipment will utilize fuses or protect finishes and lenses and other visible components. The owner,
architect,
for the review of the engineer as indicated in subsequent sections of this C. In the case of sub distribution transformers the contractor shall verify conductors such that he guarantees tFe same quality of the system as if circuit breakers as shown on the drawings unless the contractor obtains architect, and engineer reserve the right to reject any damaged or
specification. The review by the engineer of these submittals is for that the nameplates agree with the specified voltage to voltage rating, he had installed copper conductors. All conductors used in fixture troughs, the written permission of the engineer to utilize alternative configurations. flawed materials and products.
checking the conformance with the design concept of the project. impedance, heat rise, enclosure type, and sound rating. stems,and ballast compartments shall be insulation type THHN/THWN. If there is no short circuit rating indicated on the drawings, the
D. In the case of lighting fixtures, the contractor shall verify the fixture is contractor shall coordinate the required rating with the serving utility. PART 2-PRODUCTS
g g y G. Type SE, style SER cable is constructed with XHHW conductors primarily used q 9 9
1.8 AS-BUILT DRAWINGS rated for the specified lamp, the specified input voltage, the specified as panel feeder in multiple unit dwellings. SER may be used in wet locations If the utility indicates, in writing, a short circuit rating less than that
During the progress of the work the contractor shall maintain an accurate mounting and/or installation application, and the specified control system. at temp. not to exceed 75'C and 90'C in dry locations. Voltage rating is 600V. shown on the drawings then the contractor may provide for the lesser 2.1 HIGH INTENSITY DISCHARGE FIXTURES
record of the installation of the system on "as-built" drawings which will E. In the case of motors the contractor shall verify the proper input voltage requirement but he is responsible to submit to the engineer a copy of Ballast for the fixtures shall be:
H. NMC (Nonmetallic Sheathed Cable) is primarily used in residential wiring as Mercury Vapor -- constant wattage autotransformer (CWA)
be submitted at the completion of the construction. All entries of these and phase, FLA, recommended fuse size, and installation application, the written verification provided by the utility. The main, and all subfeed
P brunch circuits in one and two family dwellings, multifamily dwelling and othe� Metal Halide -- CWA
drawings are to be accurate and shall include all deviations from the based upon the attached nameplate. structures, except as prohibited in NEC Section 336-4 breakers and switches are to be identified with a permanently affixed High Pressure Sodium -- high power factor or CWA
contract drawings. The final submittal shall be in reproducible format. engraved phenolic nameplate and all switches and breakers are to be
9 PART 2-PRODUCTS lockable "off". Any equipment shown outdoors shall be rated for wet Low Pressure Sodium -- high power factor
location. Where fuses are shown in the main servicethe contractor shall For outdoor applications, the minimum starting temperature rating
,
1.9 CLEANING shall be at least -20 degrees F. The ballast shall be manufactured by
All exposed parts of electrical equipment shall be completely and 21 CONDUIT GENERAL 2.9 CONNECTORS provide one set of spare fuses in each size to the owner at the
thoroughly cleaned and free from cement, plaster, paint, etc. All A. All conductors and wiring are to be installed in conduit unless the A. Copper conductors for wire sizes #10 AWG and smaller shall be spliced conclusion of the work. a recognized manufacturer and bear the label of an approved test lab
scratches are to be refinished in an acceptable manner drawings clearly state that conduit is not required and that the use utilizing "spring-lock" connectors, in particular, "Scotchlock" by 3M or appropriate to the location of the fixture. Ballast will be considered
of an approved cable is permitted. Conduits are to be concealed in all "Wing Nuts" by Ideal. The contractor is responsible to assure that allCircuit breakers shall be molded case, quick make, quick break, with trip faulty if the noise emitted exceeds that of other fixtures of the some
finished areas. The conduits shall be continuous terminating only in splices are completed in a secure and permanent fashion, maintaining type installed on the job and will be replaced at the directive of the
indicator, and interrupting rating shall equal the rating of the load engineer. The engineer reserves the right to reject lamps that show
1.10 WARRANTY AND GUARANTEE junction boxes, panels, approved wireways, etc. Where metallic conduits the integrity of the connection without faults or shorts. In cases where
The contractor shall guarantee the entire electrical works are working establish grounds, they shall be installed such that continuity shall be the conductors may be affected by adverse conditions the contractor center or panel. noticeable color shifts.
properly without defect within one year from the date of acceptance maintained. shall take special precaution to protect the conductors such as by
of the work. Any defect related to the contractor's work during the B. Where nonmetallic conduit is used in construction, the contractor shall wrapping connectors with an appropriate tape. 23 OTHER EQUIPMENT 2.2 FLUORESCENT LIGHT FIXTURES
warrantee period shall be at the contractor's expense. include a ground conductor in the run whether or not shown on the B. Copper conductors for wire sizes #8 AWG and larger shall be made with Other equipment which includes transformers, disconnect switches, motor Fluorescent fixtures shall contain he rated ballast with "A" sound
the
drawings and the conduit shall be sized accordingly. approved split bolt connectors. These types of uninsulated connections control centers, transfer switches, inverters, generator sets, dimming rating unless specified otherwise, they shall be manufactured by a
shall be thoroughly protected with applied insulation such as 3M #2200 Panels, custom control cabinets, and motor starters, shall bear the label recognized manufacturer and bear the label of on approved test lab
1.11 UTILITY COMPANY SERVICES of a recognized test lab, and have nameplates as indicated in B. above. appropriate to the location of the fixture, and be certified by Certified
A. As required, the contractor shall coordinate with the utility company to 2.2 RIGID NONMETALLIC CONDUIT (RNMC) or #2210 vinyl mastic insulating pads.
install temporary power during construction. All costs associated with RNMC may only be used underground or in or below concrete slabs when C. Aluminum conductors when used shall employ as few splices as possible. Ballast Manufacturers Association (CBM). The ballast shall be considered
installation of temporary power are to be included in the bid. used for conductors of 110 volts or higher. Conduit shall be polyvinyl This means that the contractor shall be responsible to show suitable PART 3-EXECUTION faulty if the sound emitted exceeds that of other fixtures of the same
R All voltage, phases, and ampacity of the electrical service shall be shown chloride schedule 40, electrical conduit, rated 90 degrees C. Only reason for any splices within a run. The location of these splices as type on the job and will be replaced at the directive of the engineer.
on the drawings. Other information indicated on drawings relative to approved electrical fittings may be used. Where run in concrete maintain installed by the contractor shall be indicated in the "as-built" drawings. 3.1 EQUIPMENT INSTALLATION unless specified otherwise the lens shall be acrylic plastic. For fixtures
g a minimum of 4" of cover on all sides, and convert to rigid galvanized Aluminum conductors shall be terminated or spliced with swage type In all cases the contractor shall install service and distribution equipment located a wet f damp locations the ballast shall be low temperature
utility company requirements is preliminary, and is subjected to change g
by the utility company. The contractor is fully responsible for the use of steel stubout of concrete. Any conduit and fittings installed for the use aluminum compression terminals, and shall be accomplished in strict in such a manner that the equipment is reasonably protected from with a rating of 0 degrees For lower. Power factors shall be at least.
i n in the form of a final construction drawing of a utility company shall meet the requirements of the utility company adherence with the instructions of the manufacturer of the material. adverse conditions and damage. Main service equipment that is shown 9 unless specified otherwise.
any information that s of g
issued by the utility company for final use on the project. Prior to the for such installations except that in the case of conduit for high voltage connections shall be protected as indicated in "B" above. outdoor shall be installed on a concrete pad at least four inches thick,
bid of the project, the contractor shall coordinate with the utility feeders (600 volts or above) the contractor shall take special precaution D. Connections made in outdoor locations shall be insulated with 3M #2200 and at a finished elevation above the water level (which shall be at or 2.3 INCANDESCENT LIGHT FIXTURES
P J Incandescent recessed light fixtures shall be provided with internal
company and determine exact materials and equipment required by the to provide safety to persons excavating around and about the installation. or #2210 vinyl mastic insulating pads to protect from moisture. above the elevation of man doors into the structure). When the main g P DESCRIPTION 0 F� REVISION DATE C11 Y
utility company t order to complete their installation of final services. it is the responsibility of the contractor to provide for this protection but service equipment is not located on or adjacent to a structure, the thermal protection to protect from contact with insulation and from
finished elevation of the ad shall be field verified to be above anticipated overlamping. The contractor shall verify that the fixtures are so equipped APPROVED:
this cost shall be included in the bid. If this information is not available it is recommended that one or more of the following methods be utilized P P
concrete encasement of at least two inches of concrete on all sides of water levels and the pad shall be set four inches above the finished upon receipt and shall verify that the maximum lamp wattage as
to the contractor prior to the bid, costs can be estimated and shall be PART 3-EXECUTION indicated within the housing agrees with the wattage indicated in the �� � - � NGA
the conduit; concrete or concrete slurr three or more inches dee on adjacent surface. All main service equipment shall be bolted to the pad 9 9 9 I1Y ( 1 � RAf\ ICHO LI I L /� �` � "
specified as "estimated" in the bid. Under no circumstances will the Y p drawin s. An deviations shall be brou ht to the attention of the en ineer I v �J v /� �/ '
contractor be relieved from his obligation to provide for the utility top of conduit; three or more inches of sand on top of conduit and or floor on which it is located. 9 Y 9 9
company requirements whether or not the shown on the drawings. redwood planks run continuously on sand; a warning tape manufactured
P Y q Y 9 3.1 TRENCHING / EXCAVATION 3.2 GROUNDING 24 LIGHT POLE ASSEMBLIES
Furthermore, the contractor shall not be eligible for an additional for direct burial placed six inches above the conduits. TI\�1C 1 # 1 6306
9� Y Where specifications appear in the architectural portion of the In general, the finish on light ole assemblies shall match that of the
charges to the owner relative to utility company requirements. specifications that pertain to trenchingand backfilling, the contractor is A. The main service ground bus shall be grounded in compliance with the 9 9 P
23 RIGID METAL CONDUIT (RMC) p g' requirements of the code enforcing authority and by the following methods- fixture. The engineer reserves the right to reject unmatched material.
PART 2-PRODUCTS A. Steel RMC shall be mild steel, hot dipped galvanized inside and outside, responsible is review these specifications and comply. In the absence of Poles shall be handled carefully at the job site and any scratches shall DAY CREEK QMONTERRA II L• • DPP g other specifications, the contractor shall: 1. Metallic cold water pipe -- 250-81(a} M
and all couplings and connectors shall be tapered pipe thread. running 2. 20 feet of 4 bare copper wire -- 250-81 c be repaired. Any damaged poles are to be replaced if rejected. Aluminum
1. Comply with the NEC relative to the minimum depths of conduits, # PP ( ) D .
threads and slit couplings are not permitted. P y P base covers are to be installed on all poles such that there are no
2.1 PRODUCT AND MATERIALS pp and shall comply with any utility company requirements relative to 3. If metal frame building to the structural frame -- 250-81(b) DAY CREEK BLVD.* VINTAGE AVE
A. All products and materials used in the project shall be new and delivered B. When used underground the conduit and fittings and couplings shall be these depths. exposed anchor bolts and nuts. All poles are to have factory fabricated
B. The resistance measured from the main service neutral bus to the hand holes and contain brazed-on ground lugs. � �
to the job site in the original packaging. moisture protected. 'Topecoat CT" protective spiral wrap with 2. Maintain a minimum of 12 inches separation between: 0-600 volt ground shall not exceed 25 ohms as measured with dry ground conditions.
B. All materials used and furnished for which el Standards have been recommended primer treatment. feeders; and over 600 volt feeders; and low voltage (telephone, alarm, ELECTRICAL SPECIFICATIONS
9 ( P C. The secondary side of transformers shall be grounded per section 250-26.
established shall be listed and bear the label of Underwriters communications, CATV, other Class 2 conductors, etc.); and non
laboratories, Inc. 2.4 ELECTRICAL METALLIC TUBING (EMT) D. Non metallic conduits shall contain a ground conductor per 250-95.
C. Prior to ordering any lighting fixtures, service and distribution equipment, EMT shall be mild steel, electrically welded and galvanized per ANSI E. Flexible metal conduits shall contain a ground conductor equal in size
transformers, wiring devices, dimming cabinets and systems, and/or #080.3. In damp locations fittings shall be gland compression type to the largest conductor. APPROVEDBY -
emergency power equipment, the contractor shall submit manufacturers' malleable iron. In dry locations fittings shall be all steel, zinc plated, DATE:
catalogs and/or shop drawings to the engineer for approval. this screw set type. CITY ENGINEER �)
requirement is required to check whether or not the contractor truly QRQFESS/0, RCE N O 2459 -
specify proper drawings, equipments, part numbers, and manufacturers, 25 FLEXIBLE METAL CONDUIT {FMC) 4 ( DESIGN
F, E. A�� RECOMMENDED
etc... . Eight (8) copies are required to be submitted for review. The FMC shall be steel or aluminum with UL listing. Fittings shall be steel or �� O 14) F2� LIGHTING DESIGNERS
contractor will be notified when the review is completed and at such malleable iron threaded. D.D. ELECTRICAL ENGINEERS
time, the contractor may order material and products. -- . %__ _-
a E 8395 � � DRAWN EB 3051 EDINGER AVE.
EXP. 9-30-06 TUSTIN, CA 92780-7204 SHEET
LDB INC. TEL: (949) 733-8038 L- 1 0
ST F<ECTRIGP� �P INCORPORATED FAX: (949) 733-8058
���OF CA�1� ' CHECKED Date: 2/20/03 LDB NO.: 21043 DRAWING N0.
W.T. JOB NO.: 0307-5 X903 -L
SHEET OF
20.25" 16.50
DRAWING NOTES NOTE TO MAINTAIN
A COMFORTABLE NATURAL FEEL FOR RESIDENTIAL ENVIRONMENT. LAND SUPPLIER MUST PROVIDE CORRECT LAMP COLOR
---- - -- T� TEMPERATURE PER SPECIFICATIONS. NO FIELD CHANGES SHALL BE MADE WITHOUT CORRECTIONS) SUBMITTED TO AND APPROVED BY THE
CAP STUB-UP SUCH THAT ENGINEERING DIVISION. ORDER LIGHTING FIXTURES 5 WEEKS N ADVANCE BEFORE INSTALLATION. LDB, INC. WILL NOT BE RESPONSIBLE AND APPROVE
O ALL SITE UG;WTNG CONDUCTORS ARE tt8 THS N/TWWN - CU UNLESS OTHERWISE NOTED. FOR SITE PLAN MINIMUM TOP OF CAP IS FLUSH MTR _ FOR SUBSTITUTION OF LIGHTING FIXTURES.
WITH FINISHED GRADE
1.25' PVC SCHEDULE 40 UNDERGROUND CONDUIT. INSTALL UNDERGROUND CONDUIT PER ARTICLE N.E.0 TABLE 300-5. TURF OR � � I LIGHTING FIXTURE SCHEDULE
INSTALL (2) 1.25* C.O. STUB OUT OF CONCRETEGROUND COVER
FOUNDATION AT ELECTRICAL PANEL FOR FUTURE USE. SEE FINISHED GRADE
'LOCATOR DETAIL.' — —MINIMUM OF OF 1.25' CONDUIT FROM PANEL TO FIRST UC44TNG FIXTURE OR PULL BOX. — — - — DRIVEN 1,2' X18' NIPPLE SYM DESCRIPTION MFG. & PART # LAMP AMPS MOUNTING
RIGID GAVANIZED CONDUITGE #
--------------------------
4 ALL EQUIPMENT SHALL BE MOUNTED, SUPPORTED ACCORDING TO THE OSHA REQUIREMENTS AND U.L. LISTED.
!PC PHOTOCELL �/ AO 100H. METAL HALIDE 14FT. POLE LUMEC #IOOMH-DM550-562-OTA/240- MXR 100/G 0.55 CONCRETE
LIGHT ALUMINUM BASE COVER, HS-LD-5LPC-GN5-IA-AM6U-14-3/4X20- MED 3200 K BASE, DETAIL
PROVIDE ALL MATERIALS, AND LABOR, TO PERFORM ALL TASKS NECESSARY TO AC!-IIEVE A COMPLETE CONDUIT --- - 48' �L 240V. 6-10 I/2-DEG-RD6TX-JE5, 5ET 240 VOLT BELOW
ELECTRICAL INSTALLATION. CAP J FINISH SELECT BY G I TY.
Vn COMPLETION OF JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE
BY OWNER. ANY WORK, MATERIAL OR EOUPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHAM BE 1 UNDERGROUND STUBS INT _
CORRECTED AT THE EXPENSE OF TI-E ELECTRICAL CONTRACTOR. NTS
7 PROVIDE THE OWNER WITH ONE (1) SET OF COMPLETE ELECTRICAL 'AS BUILT' AT THE COMPLETION OF THE JOB. ES-2 LOCATOR DETAIL
O
�$ ALL E1ECTIWAL EOLlPMENT, BREAK132S, AND TW SWITCHES DIRECTORY SHALL BE PROPERLY LABELED. ,
CONCRETE SLAB
VO ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT 12OUTNG OF WIRING". OUTLETS,
AND EQUIPMENT TO BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTION. ' 8. 3' LOADI LINE 2`l; SLOPE TO DRAIN
MN
THE WORK COVERED ON THESE DRAWINGS SHALL INCLUDE THE FLJRMSNNG OF ALL LABOR. MATERIALS, a a a °a 6. a
TRANSPORTATION, TOOLS, FEES, AND PERMITS REQUIRED FOR INSTALLATION OF A COMPLETE AND J
OPERATING ELECTRICAL SYSTEM. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ELECTRICAL SERVICE PEDESTAL TO BE:
EVERY DETAIL. STRONGBOX = SB24SS/24OV. i
ELECTRICAL CIRCUIT SCHEDULE
PER CITY STANDARD CONDUIT
THIS PROJECT COMPLYS WITH THE APPLICABLE RULES OF THE 1999 NATIONAL ELECTRICAL CODE, NATIONAL PHOTOCELL, 6 POLES RELAY-20 AMPS
FRE CODES, TITLE 24 AND LOCAL EL.ECTOCAL CODES AS ADOPTED BY THE GOVERNNIITIME SWITCH INTERMATiC, TOGGLE SWINGE--,G MUCIPALITY. (2) 1.25" C.O. (SPARE)
120/24OV. PH.,3W. - 100 AMPS. FUSE SWITCH MUST PROVIDE STUB-OUT PANFI. PP VOI.TA6E: 1 20/24OV.
42,000 A.I.0
12 CONDUCTORS SHALL BE INSTALLED N CODE APPROVED RACEWAYS. IMINI
C AND RMC MAY BE USED DOOPS FOR FUTURE. TYPE ERV I GE PI DESTAL PHASE: I PH. , 3W. BUSSING: 125A.
AND OUTDOORS. EMT MAY BE USED N INDOOR DRY LOCATIONS. TAPE WRAPPED IMC OR SCHEDULE 40 LANDING LUGS PC� PHOTOCELL
PVC WITH CODE SIZED GROUND WRE SHALL BE USED BELOW GRADE OR N CONCRETE SLAB. TRANSITION IOOA-2P ELEC. SERVICE PEDESTAL MOUNT I N6 : FREE STAND I N6 NEMA.-3R MA 1 N: I OOA-2P A. I .G 10 KA I C_
W
FROM BELOW GRADE PVC SHALL BE TAPE RAPPED IMC OR RMC. S.C.E. ��
1 �/�JN T+►TO UGIT
CONCEPTUAL ELEVATION NT
THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED N ACCORDANCE WITH N.E.C. ARTICLE 250. - I BUSSMANN u
GROUND PATH THROUGHOUT RACEWAY SYSTEM SHALL BE CONTINUOUS. JJN IOOAF. (EXISTING - CITY STANDARD SHALL BE USED) No . E-au I PMEr�? aTY. AMPK5 BRKR FOU I>7M raT a Y . ti
PI AMPS Ll L2 L. L2 AMPS
. 3 tt2 THI- CU-CU-3' E (2) I" C.O
14 ALL SWITCHES SHALL BE RATED FOR 12OV.-277V. AND RECEPTACLES SHALL BE NEMA 5-1512 UNLESS _ 1 OUTDOOR LI6HTIN6 I2 20 i
PROVIDE 3' CLEARANCE N FRONT E REAR OF ELECTRICAL
OLZ I V i
A SPECIFIED. 3 240 20 I O `1
OTHERWISE NOTED. SPECIAL RECEPTACLES SHALL MATCH wm-a EQUIPMtENT S SPEC NOTE. SERVICE AS REQUIRED BY UTILITY CO.
s
o
5 OUTDOOR LI6HT N
I 6 12 20
k5
ALL OPERATING MANUAL, BROCHURES, CATALOGS, ETC... SHALL BE TURNED OVER TO THE OWNER AT JOB In 8 CU-3/4' TO DRNEN GROUND ROD 1 ( 240V. 1 -7O
20 -r 0
O
COMPLETION.
q 10 5/8 DIA.X 12FT. 8 CONNECT T O D-
It 2
TO RE-BAR 0 O 1
ALL LIGHTING FIXTURES SHALL 13E NEW AND INSTALLED WITH THE NECESSARY FITTING AND MOUTNG
ATTACI aAAENTS FOR COMPLETE NSTAH ATION. NOTE: I. SERIES CONNECTED RATING OF BREAKERS MAY BE USED. 120 VAC N
S MUS
ALL OF BREAKER BE SAME MANUFACTURER AND
h ALL EXPOSED PARTS OF ELECTRICAL EQUIPMENT SHALL BE® COMPLETELY, THOROUGHLY CLEANED AND FREE UL LISTED, SERIES CONNECTED SHORT CIRCUIT CURRENT TO?AL 14 15 3- 3 KVA 425 3 KV ( L. C- L )
FROM CEMENT, PLASTER, PANT, ETC.- ALL SCRATCHES ARE TO BE REFINISI-ED N AN ACCEPTABLE FOR THAT VOLTAGE.E MANNER. MIN. t=EEP1=K ib AMPS 4 KVA. TOTAL 1=E1=DER SIZE
2• FIELD MARKED ON ALL EQUIPMENT. SHALL READ SET 6PM - 12AM
POLE LIGHTS AND POLE BASE COVERS SHALL BE PRIME PANT WITH ONE COAT OF IRON OXIDE RUST-INHBMVE 'CAUTION SERIES RATED SYSTEM 42,000A AVAILABLE PI n - REFER ?u "� •r,TRoL y iI PI eve ;HE MA? I - OUTDOOP L,cHT 1 Nv' sFL YH I sHE> T
`'' 3
PRIME. BASE COVERS WILL BE TWO PIECE HYDRO FORMED ALL�1M. BAKED POWDER URETHANE FINISHED IDENTIFIED REPLACEMENT COMPONENTREQUIRED. " O �t
COAT SELECT BY OWNER AND PANT BY MANUFACTURE
M
14
INSTALL POLE LGII-ITNG FIXTURE. REFER TO STRUCTURAL CALCULATIONS FOR CONCRETE BASE POLE2
SINGLE LINE DIAGRAM ry-,,�, I I F 4 -1
DIMENSIONS AND DETAILS. NTS
1 I I OUTDOOR
T
(EXISTING) LIGHTING NG
THE CONTRACTOR SUBMTS TO THE CITY ENGINEER 'AS BUILT" PRINTS BEFORE ACCEPTING THEEXISTING COORDINATION NOTE
INSTALLATION. PRINTS SHALL INDICATE, N RED, ALL DEVIATIONS FROM THE CONTRACT PLANS, SUCH AS I I CONTRACTOR TO COORDINATE THE LIGHTING POINT OF CONNECTION
LOCATION OF POLES, PULL BOXES AND RUNS, DEPTH OF CONDUITS, NUM 3EI2 OF CONDUCTORS, AND
I WITH THE CONTROLLER POINT OF CONNECTION. (EXISTING)
OTHER APPURTENANT WORK. 3 rJ
ELECTRICAL CONTRACTOR SHALL INSTALL ALL POWER, CONTROL WIRES, CONDUITS, AND OUTLETS FOR 6 6' 5 I i
IRRIGATION EQUIPMENT. REFER TO IRRIGATION DRAWINGS FOR CONTROL SCHEMATICS.
7 0 I1
I
\ SIDEWALK I I
Li I J
LJPOLE BASE
I PHOTO CELL IRON. INTERMATIC uK4321 IN SERVICE PEDESTAL.
OTOGGLE SWITCH SPST 120V. 15AMPS IN SERVICE PEDESTAL.
POLE LIGHTING CONTACTORS 20AMPS. RATED N.O. 120VAC. COIL
ALUM BASE COVER SQUARE-D 3x8903-LG60 IN SERVICE PEDESTAL.
(4) ANCHOR BOLTS (3)u3 TIES FOR TOP O TIME SWITCH 12OVAC. MOTOR DPST INTERMATIC txET104C
5' OF POST BASE INERV E PEDESTAL,
S K:
6'
FINISHED GRADE - GROUND
- CONTROL WIRING SCHEMATI WIRING
24_ MIN. SIDEWALK WIRING
BRKR. COPPER
OUTDOOR LIGHTING AMPS WIRE #
CONDUIT AS
REQUIRED (EXISTING) 15 14
n3 TIES X❑ 0 12' O.0
* REFER TO STRUCTURAL 3'CLEAR
CALCULATIONS o ' 4 u5 VERTICALS LEGEND 20 12
I • EACH CORNER
STNS - OUT CONTACTOR 30 10
. EXISTNG
TRANSFORMER ELEC. SERVICE PEDESTAL 40 10
e ELEC. PONT OF
WH W ATTHOUR UTILITY METER CONNECTION 60 10 DESCRIPTION OF REVISION DATE CITY
OEQUIPMENT ID IRRIGATION 100 8 APPROVED:
A 1�GQ 200 6 CITY OF RANCHO CUCAMONG'A
2 POLE BASE FIXTURE D pl' UU
O � PEDESTAL
NTS 0
ES-2 REFER TO RANCHO CUCAMONGA BUILDING o CIRCUIT BREAKER 400 2
AND SAFETY DEPARTMENT FOR APPROVED - - - - - UNDERGROUND WIRING TRACT 16306
DETAILS AND CALCULATIONS ON FILE. 600 1
PH CIRCUIT IDENTIFICATION FUSE
DAY CREEK @ M I I L. M . D .
(PANEL PI, CIRCUIT 1 800 O
Q UNDERGROUND PULL BOX
3 00 TM-CU-3/4' WIRE E CONDUIT SEE DRAWING NOTE tt8 1000 00 DAY CREEK BLVD., VINTAGE AVE.
(3 CONDUCTORS COPPER RECEPTACLE
sxl0-AWG,THW ELECTRICAL DETAILS
SULLATION E 3/4' CONDUIT
CIRCUIT NO. - 5,7 NSINGLE POLE SWITCH
IOOW. METAL HALIDE 14FT. C.O. CONDUIT ONLY
POLE LIGHT. 240V. APPROVED BY DATE
P.O.C. PONT OF CONNECTION CITY ENGINEER RCE No 24593
D____0 EXISTING STREET LIGHTING GND GROUND PRE. aw�OFESS&/
DESIGN R E C O,
DESIGNED BY OTHER o q�F NDE D
LIGHTING DESIGNERS
q�
D.D. ELECTRICAL ENGINEERS
E 8395 f., LDB 3051 EDINGER AVE. -
EX . 9-30-06 DRAWN TUSTIN, CA 92780-7204 SHEET
LDB INC. TEL: (949) 733-8038
T�ECTR1
GP �P INCORPORATED FAX: (949) 733-8058
'sq �� CHECKED DRAWING N0.
FOF CA��FO Date: 2/20/03 LDB NO.: 21043
W.T. JOB NO.: 0307-51 — f qD3" L
SHEET-OF-
I
O
U J
Lm
' � w
`' m
O
at - � w
CL w
LLA
— un
O t, w
In zr-
w
z DAY CREEK BLVD. J
w � _
U
-- - - - ~
' -2.5% 1.3 � — '��_ 5,7 _ % 4 tt8 T}-#-AN/ll-IVVN-CU-1.25'
L25' C.O.
ES-2
1617'
�
1 A
8 ES-2 9
1
U.1
i
14'
1
1
1 '
J
W
w ' W
O to
QWFINIISP GRADE
' p
Lu
to
17 . lie19 PEDESTRIAN WALKWAY LIGHT
w ' r 1J SCALE 1/2" = 1'-0"
Z
z DAY CREEK BLVD. Z =
PH.3,57U
J ' 4 tt8 THHN/THWN-CU-1.25'
IUB GND.
PI-1,3,5,7
4 tt8 --- SHEET KEY MAP
028G^V.ND. — �
Q- 1357
77
2- - 22 25
0 2 4 26 1 1 z WILSON AVE.
APROX. 938' TO SERVICE 1 I DESCRIPTION OF REVISION DATE APPROVED:CITY
1 I PROVED:
Y
W
N CITY OF RANCHO CUCAMONGA
I 1 r A 1 A 14 I cn
Q
NAP.
w TRACT # 16306
BANYAN STck� . m
--�— -- - - DAY CREEK @ MONTERRA II L. M . D .
W
DAY CREEK BLVD., VINTAGE AVE.
C) :MINTAGE AVE.
NOTES: ELECTRICAL SITE PLAN
Cl REFER TO APPROVED PLANS FOR THE CITY ROUTE 30 Z APPROVED BY DATE:
-
OF RANCHO CUCAMONGA TRACT n 15493 E 15902 N.T.S.
OF DAY CREEK BLVD. RCE NO, 24953 PROF E Ss/oN CITY ENGINEER RCE No 24593
SHEET L-49
q�U�9<�2 DESIGN RECOMMENDED
LIGHTING DESIGNERS —
� l
D.D. ELECTRICAL ENGINEERS
THESE PLANS ARE FOR THE POWER DESIGN ONLY. NOT FOR THE LIGHTING SYSTEM DESIGN. w N0. 8395 LDB 3051 EDINGER AVE. -
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LDB, INC. SHALL BEAR NO LIABILITY FOR ANY PERSONAL INJU2Y AND/OR PROPERTY EXP. -30-06 DRAWN TUSTIN, CA 92780-7204 SHE
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