HomeMy WebLinkAbout2147-P TDEVELOPER/OWNER ,
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H [El C URAL Lj ANS
LAND E A�
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R.ANCHO summrr
YOUNGS CANYON ROAD TRACT NO. 1475992
OWNM
--
RANCHO CUCAM0NGA , ' CA, LlF0RN-1 ,A
PULMHOhMMILWMB
-OUNGS CANYON ROAD
OLIVE GROVE PARK 13931 Y
RMCW0 CUCAMONGA, CA. 91739
RANCHO SUM,MIT , TRACT NOw 14759m2 ATIrNe. WH.LLAM LU
Now PH* (951) 218=5927
AM OF-
IIDSC P E N111 INI[ L: N �i!C DISTRICT NO . 7
A !I r "I
it A
VICINITY MAP GENERALNOTES SHEET INDEX
soon= onowlsom
. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHTTO THE TI F THE
LANDSCAPE ARCHITECT AND THE CITY.
ENCROACHMENT IT SHALL BE OBTAINEDTHE CITYI I COMMENCING .
. ALL SHALL O ACCORDING TO CURRENT I N THE CURRENT STANDARD
T11LE SHM L-20 FLOOR PLAN &
PROJECT ,�� SPECIFICATIONSO U LIC WORKS CONSTRUCTION.
L-2 PARKSrM GRADING PLAN EXrMORM"AnONPLAN
SITE 4. THIS WORK SHALL BE INSTALLED Y A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLICLIABILITY AND PROPERTY
,Q
DAMAGE INSURANCE S REQUIRED BY LAW. L-3 PAJtXSrM,ORADINGPLAN
ca IA CONSTRUCTION PLAN L-22 ARCIUIECTURAL DBTARS
MLSON AV SUMMIT 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFYPERTINENT UTILITIES UNDERGROUND SERVICE AL T
-1-800-227-2600 TW0 WORKING DAYS PRIOR TO CONSTRUCTION.
15 6. AT THE CONCLUSION ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, LL .
RECOMMENDATIONS FROM THIS RT SHALL SUPERSEDE SOILST RECOMMENDATIONS SHOWN ON THE PLANS.
CONSTRUCHON DffrAHS le25 RCMD PROMUM AM MUIREM12M
7. WALL FOOTINGS AND REINFORCINGSHALL NOT BE LOCATED IT I THE R.O.W. UNLESS ILE CONSTRUCTION AND STRUCTURAL CALCULATIONS
HAVE BEEN APPROVED BY THE C11Y ENGINEER.
s
.ANY V LOPES IN EXCESS VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE 1
IDE FLAT AREA AT THE TOE OF SLOPE. L-10 IRRIGAT[ON PLAN L-27 PLUMBING, WASTE AND
. UPN COMPLETION OF INSTALLATION, N ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT
Icc ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 Y ) HALL COMMENCE. SAID MAINTENANCE SHALL
CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, L COLOR, OVERALL PNT HEALTH, AND WITH CITY COUNCIL ACC TACCOO
UBBLER PLAN � ECMCALSYMBOL LIST.. oww"
OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW
HIGHLAND AV GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE ANDUPKEEP. MAINTENANCE ALSO INCLUDES ALL �
30 REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD O KING ORDER WITH
COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-14 TREE& SHRUB PLANTING PLAN 6s
10. APPLICATION F ANY CHEMICALS SHALL Y STAT LICPERSONNEL. ALL PESTICIDE APPLICATIONS I .C. . RECOMMENDATION.
TMM & SHRUB PLANTING PLAN
L-30 PomXP0lNTPLAJ9
PLANTING
DETAE
rL-,31 LIGHTING PLAN AND
1 0 � � 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION LSENSE REPRESENTATIVE, PHONE U — 438 0525. .
12. CONCRETE D HALL BE PROVIDEDPER THE FOLLOWING CRITERIA:
BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WI E CNCHEADERS
BETWEEN TURF AND ANY PRIVATE—MAINTENANCEIDE " DEEP CONCRETE HEADERS
BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — " WIDE X 6" DEEP CONCRETE HEADERS ,I
BENEATHAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X " DEEP OC
13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL LY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE
FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS V Y H LIC WORKS INSPECTOR PROJECT PLANNER,
PRIOR TO FINAL CONSTRUCTION. '
MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
PRIOR TO THE COMMENCEMENT OF, ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES Y REQUIRE BACKFILL SOILAMENDMENTS, DETERMINED THE CITY 1
ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BYTHE ENGINEERING DIVISION.
� .
PUBLIC TREES ARE TO BE PLANTEDR PUBLIC IMPROVEMENT P LY.
43391 BUSBOSS,PARK DRIVE P.O.BOX 1085
� m 15. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, U L , L%PAMARWO AVEL SM 160
�� I
� .-��-. � TREES AND ROOT SYSTEMS SHALL BE OV FROM THE IT THE SATISFACTION ON THE IL ENGINEER. COSTA bINA,CA.92626 TE1113CULA,CA 9M RMCHO CUCAJdONGIA,CA 91701
,. p
_.w
16. AFTER REMOVAL OF DEBRISEXISTING FILL OR DISTURBEDNATURAL SOILS SHALL BE EXCAVATEDTHE SATISFACTIONF THE SOILS
ENGINEER. TOP 1 FOOT OF SUBGRADE SHALL BE A MAXIMUM1" INCH IN SIZE.
16912 BOLSA CiRCA RD,SM 101 786 S.C1114k"AVENUE 525 NEW JERSEY ST.,SUrM A
C714)840-5582 (909)M-0611
�~
�CITI REVISION ATEry
APPROVED:_UCAloo WA
PARK SffE
ny
w�
+ S.F.
13M YOUNG19 CANYON ROAID TOTAL S.F. Or-ISION-TILPF LAbCGC4J=E AFEAS 37pw S.F.
RANCHO CUCAMONGA
NIN
TOTAL $A HAqreCPM AWEA ( WALKS) DPW + CITY OF RANCHO CUCAMONGA
TOTAL + DECOMPOSM Q%Q41TE 3010 S.F.
990
"
+ S.F. I _ OLIVE GROVE PARK T0TAL
S.F.TOT4L 86F. PARKNG LOT 23,190 &F,
OF
TarAL IRMLENT SIAWACE 1,810 S.F.
TOTALSrr+ +
TITLE SHEETTOTAL ACFWS +
TOTAL
PUTEHONESIDELWEBB
a
L.F.
APPROVED BY. T .
CITY ENGINEERC 3
' k LAleDa
DESIGN PLAN PRI:PARED BYRECOMMENDED
are � DRAWN SHEEr
(n4)434-NO FA 714~10
ATMseP" `. `:. AsiO Cla4ai �°
-JOMTHM IXINM L-1
. .
SHEET KEY N. e r� 38
OF`cAL'Vp� CHECKED iw R.LA O 4233 DRAWING 14*7
Bcm DA FI NO
%,ONSTRUClION NOTES
rr rr
CONSTRUCT(D AC PAVEMENT OVER AB A55fREV AT ION LEGEND
CONSTRUCT 'p CURB AND GUTTER PER CITY STD. No. 104 PROPOSED SPOT ELEVATION °
P, HIGH POINT 0 15" CLEAN OUT
`�,,, `.` ��•. CONSTRUCT " CURB C l-6) PER CITY STD. No. 104 INV INVERT ELEVATION Tl TOP OF F00TING
+ (5000 ED<STING SPOT PER ,
CONSTRUCT = r) T ? T ELEVATION , , T SURIFACING
IMPROVEMENT PLANS ecl eACK OF: CUR5 PAI PLANTING AREA T.O.S. TOP OF- SAND
�, . . .
BEGINNING 01= CURS RETURN R RADIUS
`, � �4 CONSTRUCT t 1 I f
END
Or-
f OI= WALL
� �� CONSTRUCT 1 1• ° CURBRETURN TYPICALRE RIM ELEVATION TYPI
SEE DETAIL THIS
`'� `.• CENTER LINE
7 CONS'T'RUCT GLa Rbc OP�IJIN6 fA - -I 8A5"IIU IFR G I T7 ` -C 3�� i rE
w=- 4,0 v= 3,o I 5ASIN WITH 5OLT DOWN SWARE DIRECTION 01= FLOW
FINISH GRAIDE
....�... , ____�A •'`�—r. 1=LIOW LINE IC GRAM MANUr-ACTURER, TED PIPE
-- a c�t, D�P��•s s�u,v p�R G r T y �r p° 3 a? --cAsl^ �'• SWARE CONCRETE CATCH
,
g 'Gnr� ttc I !. i i
4lSEL ENTERPRISES INC,
SEE CITY 15URRITO WRAPPED
F.S. FINISIDDI SURFACE STANDARD ON SWEET L-2
2411 !N�RE CONCRETE CATCH
IFACE 01= WALL BASIN WITH 5OLT DOWN &WARE 12" HOPE ORAN LINE
`� ' 1212-E
MANUFACTURER:TIFIC GRATE. SEE CITY 18" RCP DRAIN LINE
.01
6 STANDARD ON SHE3=_T L3--
��.�
01P ENTERPRISES INC,
� CAP 01
-
/ ba
718
60 VARIES R/W 1
.19
e ..
f
// •
16' PARKING YOUNGS CANYON ROAD
f/ A TRACT 14759-3
2.07o CURB
MIN.&- ,-CURB 2-OX 2-OX 12' HORSE TRAIL
PER STREET PLANS• _ • < ,.t. ,.. ..... T 1
4759-3RIBBON
GUTTER
~~
78.pq
C 27+00
73 0
56 AC "Wrr OF
f
® 3�v I
7f' FC ® 7 . ~ �
ACO
" 7J. % f �' ,�Ca c i y
qt
469,`fo 72-46 f D �• , �, C �' :�
.. ® 73, f•Z a �' ' 75
CU 2-OX
�` ?¢72 ry s 7 /t 3
112. 74-44 77.1
_ f[ f ? , 16.4
® N �• C ry f11:!t-68
7�.t C • 76-29
�.
4 75,?
• '- " �` • RADE �S.92 C �- rSECTION "B" - "B"
r f: as "
WEAK
F
.? ® T 4.73.2 .) S 73®2 �,•S � 2 TC
S.
\ems .,., � 4.73.2 �' � FS TC S.7 F 1 f N. m
(q/ I ! f
Y F
7. C00
C
d
CORE DRILL THR )UGH (3 j#3 CONT.
�, ` to 75 o Tc
,+ ., yam, •* ®
BACK OF CURB
A6.53
• C
F f� N.
5 rC
V•
T
74
? TC 74 Orr FC
°S 73. F • F'�✓K
.,Q Q Q Q * 1 v 7' , H 73, TC
305 mm 12" £g ® 0 0 0
�s i'0.
19 mm Ems@ ® @ @ fP..
O cv 23 mm m
P N W
3 cp..@ (� @ @ 0.90
SINGLE
1220 mm 4°) 6 6 mm @ @ OQ O PATTERN "TRUNCATED DOME" ,9Q SCIS
A 915 mm 3) MIN. ( / °i) (1/,1,P}
1220 mm 4' 2.35 o a
915 mm 3 MIN TRA4NSIMCINN GROOVING DETAIL. DETECTABLE WARNING DETAIL0 some Me
N RR M we soon wo .0
F
78 z
915 mm x ? �- • ___
(3 MEN r� NOTE 8 CONSTRUCT FENCE OR HANDRAIL `^ mow ' f _ -- "��
NOTE 2 � Q a PER CONTRACT PLANS 7 x•72
€ ;6,33.. u 150 mm
a 6 PA SURFACE �—
:°::::::::::s:;::;' PAVED SURFACE RETAINING CURE-�-. ry' � �t� r 1
CURB X g 3 -� .4._ '� ..•. "-'"�
301
CURB FACE MA7*CH
®< �}mm � �,,•..�"`"'
DET A DETAIL. B
A TYPE ISLft3
— DESCRIPTION OF REVISION DATE CITY
GRADED APPROVED
SLOPE 2:1 MM UNPAVED SURFACE '
MAXg*UNPAVEDSURFACE RETAINING CURB-_„, 6og
AORB i.
CONTRACTOR T
DETAIL C
DETAIL ARCHITECT/CITY WORK,
1220 mm a°) DR2, ALL EXISTING GRADES SHOWN PER CIVIL ENGINEE Is
_9 rM,m MIN GENERAL NOTES: '
R iA K I e%I I el"I U e-% A I A
IDI1. CONCRETE SHALL.BE CLASS 3.10—C-17 (520—C--2500) CONFORMING TO
SSPWC 201--1.1.2 AND SHALL. BE 100 mm (4") THICK. PAVING SURF:ACES WITIDDISMOOIll AND CONTINUOUS
TRANSMON AND
l I GRADE, BREAK
f
NOTE 8 x 2. THE RAMP SHALL HAVE A 305 mm (12") WIDE*BORDER WITH 6 mm(1/4') IFLUSHALONG ENTIRE EDGE,
NOTE 2 at GROOVES APPROXIMATELY 19 rrim (3/4") OC. SEE GROOVING DETAIL. RANCHO SUMMIT PARK C
Q i Q€i s°
Q®� 8.3 N 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOM
ED SURFACE TEXTURE 4, ALL WALKS TO HA\/E A MAXIMUM CROSS SLOPE Or- ro AND
6i iii: A
CONFORMING TO SSPWC 303--1.9.
SHALL MEET ALL LOCAL AND COUNTY fREQUIREMENTS.
{ �t {
CURB x 4•. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED.
�.'
f"
CURB FAPARKSITE GRADING
CE ¢122 mm ¢µ° `:� • ”. s. u ;o
f (`�f) 5.. USE DETAIL. "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED, m T
P
A ORB 6. R = 900 mm (S) UNLESS OTHERWISE SHOWN ON PLAN. , EXISTING , k
IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS WITH THE ..y k . dr5 r,.E w: d ,w §
SEE FIGURE t 7. ANGLE — ®/2 UNLESS OTHERWISE SHOWN ON PLAN.
M4GINEER, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY'UPONTYPE 2
f �;x s a, �:; e'
oved By
': �. ,,
s. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS • l r g w& C �� CE NO. 2495
SHALL BE PER CONTRACT DOCUMENTS. a y
CASE A .
�pyy07
._x - , �3,-:� °�•.> ,..• .�,� , DESIGNED BY RECOMMENDED:
P
P}
ALL RNISH GRADES IN PLANTED AREAS SHALI_ 5E I" 5ELOW .a
-.,,• STANI�ARL7 PLANS FOR PUBLIC WORKS. CONSTRUCTION _ ' ` w DRAWN BY: 43391 Business SHEET
rA D P%AN r�41t`ING 3= UNLESS S N W
STAN8tW,,rLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION M is
ATM By T ADJACENT IT e
.�
P,�C :�r,,��s�G. •.• T I k Drive
�« CURB RAMP Temecula,
ParkL-2 oF 33
,o�2 1 1
�1
a
R�'1406 2M CURB RAMP 8, RE" TO NOA o ICA o f WORKS e r o FOR T ' a w CHECKED BY: California 92590 DRAWING N®.
(909) 695-3848
1LI
- S 0 —2 TYPE A
AND C I AG GUIDE
AI L3 — 3 ® H l T
It 1"TAPER AT FACE OF TRAIL BOUNDRY
I INA77 A TRAIL I DEFLECTOR CURB
to
:.
1 L `";:a,;,; DECOMPOSED
<r .i,'4 s
:N ® A 1: G I T SLOPE>4®l® ;, ., ..:. A::... GRANITE
.4 s; »: 1"TAPER AT FACE OF
DEFLECTOR CURB
Wt
DETAIL B
DG IL 45
P.S.I. ( ACK CONC.)
� 61. . 60* MINIMUM " �"
AM_TC3 C CNC LLANDING
raw
S E CURB DEFLECTOR GUTTED
TRAIL�iHfFET ADA AND GUTTER DEFLECTOR CURB
f
N.T.S.
PLAN VIEW
t
ryry t ^
.G, �L N 116
7 DEFLECTOR #4 REBARe DEFLECTOR CURB
e GUTTER CO NUOU
12" 1" 6" 40" DEFLECTOR TAPER'TO
s
CURB FINISH GRADE
/
DECOMPOSED
GRANITE
FACE OF
STREET CURB
STABILIZED
61 DECOMPOSED
A# - _ ._ GRANITE DETAIL
SECTION�l-
Ile
. a
NOTES:
° 1.WATER BARS E TO E LOCA WHERE NEEDED,REVIEW REQUIREMENT CRITERIA
AVAILABLE FROM THE ENGINEERING DEPARTMENT. FINAL QUANTITY AND CT
y LOCATION TO BE DETERMINED BY THE ENGINEERING DEPARTMENT.
2,USE 2500 RSI CONCRETEAT 28 DAYS.
FL
1' BENCH* 1470
------ PAD CITY OF RANCHO CUCAMONGA CALIFORNIA
LAN
56.5 �. �I APPROVED i3Y® STANDARD P
CONCRETE WATER BAR,
1012
S MDE BY I" DEEP CONCRETE DITCH
►NF C/ ALL °o cm Ei�zr�Ert DATE U5E STAN D SPECIFICATIo1�s FOR PtrBuo woes coc�sTRucT1oN
„ •24953 SHEET i OF to
1465,)ECT/0)N R .
T. � 1.VERTICAL GRADE:The following grades shalt be observed: CP
t 0.4%optimum
FOR SLOPE HEIGHT 0 = r � s �" � 10%maximum for distances over 500 feet
4"°�� 157o maximum for distances limited to feet or less.
° �® 20%maximum permitted only in extreme cases and f.;- ;hart
distances under 400 feet,and only in cases where no`hide
access Is to be expected.
n ' 2.CROSS SECTION:2«4%optimum,6%maximum in approved location only.
3,DRAINAGE: a trail gradient exceeds 4%e,water bars,splash exurbs or other
Where
a/z" diversionary devices may be required.Location of drainage devices to be reviewed
a 3 a" a tf er
shag RZ
and be used.Sroved tabilizerthe ashall be from Gaalmittee.Decomposed granl ll Materials,,Inc.of approved qua jl.
NOTES!: pp e9
lit, • . 4. trail
a. ALL PARTS SHALL BE:5TEi L,EXCEPT THAT'.�1lD,&Ab Rs tJIAY't3E C`t�ST IRON;• � SIDE ELOPE GUTS and FILL:2°1 maximum:2%maximum between curb and
z ,4LC.PARTS HALL B�fat uANtzEO AFTER ER FA61i1CA KI1�N SXGEt7T T►��r��A7itaPS SK�l:L:�E As. s 5:1 max.turf$3:1 max.shrubs/ground cover behind trail.Occasional slope
L
s
EM811 D"AFTER�OMPr�NtN RARTS:AsEAkLVANfzr~o:
variations witi be considered an a case by case bast's and will require approval
iNCLU -GA NIZiNG.. y e Engineer.
3 ALL tiiMIENSIr3NS.ARE FINISHED CxfME1VSfORtB':AND DE" LVA
4 ALL-BOLT HOLES SHALL BE W INCH DIAMETER.
b the ctfy i"n in
5 AL.k.ttiFIEADS.'SH�LL BE NATIONAL CE�ARS�S�RtFS(NG}: °�,� 5,SURFACING.Trait surface shaft be stabilized decomposed granite with 4 inch minimum
CD
base.Re r and debris and grade surface tut.Stabilized d:g,!s available
. C=l CENTEH SUPPc�RTASSEMBLY REQUIRED.WHEN TWO On,MORE'GRATINGS'ARE-SPE-CIFIE't.ON.PLANS., Gait Materials(909)276«1095 or approved equivalent.Stabilizer organic binder
from
'L-'.64 INCHES FOR GURRI)PENING CATCH nASIN WITH dRATING(S).AN0 DEBRIS 8KtMMl R f$TAN- J��. shall bet ted with granite fines by use of a pug mitt to insure proper ration
DARD:PIAN 3Af}: 1• of stabilizer to granite fines.For each 2"lift,evenly spread the mekerEat Over the area,
O PLAN 3 Thoroughly water entire area to ensure that the entire depth Is moist,
L=44 iNCHES;FOR CufTB'opENlt34 CATGFt BASiFI lA7ITtt C,RATiIUGf T SSTANL3AR o2y. `` grade and smooth. p
W � L=AB INPHES FOR GUR#SIDE:GRATING.CATCH 8<AsITI_(S:TANDAAt..PLAN,3p3}.,. 8011 the area With 1000-3000 lbs.of weight Prior to use allow the finished surface
"I sufficient ttme to dry.On the side to which the water drains,build up the compacted
-:aB 1NCHEs FOR GFiATtNCa CATCH BASIN-ALLEY,(LONGiTr7DiNAl}($TANDAfrD.Pt:A
7:'WIDTH:OF::SPACERS MAY BE:RED.UCED.:AS NECESSARY TO:OBTAIN-CORRECT QV8RALL,DRAT, d.g.to a finished surfk*o€1/4"-1/2"above concrete curb,allowing the water to
ING WIDTH. drain over concrete curb Into adjacent planting area.
3/t 2 t��..C4RHERS
t"3, /z.x:.y x 3is' x'44.pi`s'. trm:
6 CLEARANCE: 1 shall
C E.At trees she ia 10 foot minimum clearance.Adequate sight
a:/z°'X:.&r SOLTs WrTO NUTS At CORNERS:oe aASIN.-�. �'" distanceto be maintained at bill intersections drive approaches.Fence One shall
• end 10 feet bade of the B.C.R.-or E.G.R.in 20 foot easements.to smaller easements,
determination should be made case by case.Fence line shall end 5 feet back from
the top of the' "at drive approaches,Adequate access to utllties should be maintained.
Fence line shat!end 2 feet to either side of fire hydrant and 1 foot to either side of
any street tight or ugl ty pole.
46-3?tr
r 7 7.FLOOD and DRAINAGE CHANNEL CROSSING:Where fret!must cross existing or
proposed drainage channels,the continuity of trap shall be maintained by the
• rutty
construction of an appropriate ssing such as a bridge,ramp way,culvert etc,Wood
or transverse"medium broom"finish concrete shall be used top nt slipping(no metal
AI.HANt,NO— FC-1.N.i2l"` surfaces permitted).Natural streambed crossi should be left as natural as possible.
SECTION' GF2ATE N4 A 1.5.46 AND A��1.555 . :
WA TER BAR PE. D i �'� 8° IL ENTRANCE:Trail entrances shall be designedto provide for equestrian,
ON THIS SHEET v L, pedeskria ng use and shall discourage motor vehicle and motorcycle access,except
" /� Local Feeder s provide one means of vehicular s
bed Trait shalt. Ovi e e or more me unobstructed eh color a
for service vehicles. ss locations
Committee.Refer to standard drawings for barde`rs and signs.Where thereis no
Q: ®iffF .f subject t0 approval by the Trails Advil
e u
�-
barrier,th traQ should be posted
__Lp
PLAff �' 10,CONCRETEAPRONS:For a approaches at trait entrances or at drainage crossings,
�r �j�®
t shall b tri d broom*fish
concrete aprons s a a a transverse"me tum o0m" In
11 Standard
F
.CONCRETE HEADER:°Concrete header shalt be t;t r City Stan between frail and 4
all other abutments.
} 12.SPECIAL NOTES:Most Regional Trails follow existing or planned flood control facilities
H's x ta.g.m:z. •
cv co clad by the San B ardina Gaunty d Contra!District and y GOrps of `
►. Engineers.Therefore,any construction within their rights-of-way requires review and
ELEVATION ` approval by those agencies and Is subject to their standards and polldes,
13.Landscape a which would otherwise drain to trail shall be required o
scop s ch a i aqui ed t
® collectfdispose of water through area drains.
MOM FORN
C `X C 'QCT +I Vii, + .' A
s rative TIY.i
f+PPftQtilEIT'BY'e.
AND ` :A.`�`` �ti; sTaNlxaRa:PLAN.... � FR.1�Iv1E.AI�D GRA�°l�1G � CITY OF RANCHO CUCAMONGA, CALIFORNIA
FOR BASIN'S N S �Q...
0 /'� APPROVED BY
3 ;.,_,
t�f r STANDARD PLAN
ry. N CITY EtaIG R, b4TE .STAN¢. SPEMCATMHS PUSWP-- .. KB Cd ,�} '•/`� TRAIL NOTES
CI. E.GINEER DATE 115E" -FOAND'Akl)S telit 0fbNt5 Fio PUBLrc WdRKS coNstRU a $ItECT't.tJF':8 R.C!~ 249 ® Q
T 2 ttF:E
R-tZ...24953 / A SHEET . Eft
t!} 1001
CM ER HATE USE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
R, 24953 SHEET i DF t
.Q
e
FS
CPTY
A55FREVIATIL.o)N L-EGENDDESCRIPTION CN OF REVISION SiON DATE APPROVED
tI F w
F T' I i i • 2.
VINVERT ELEVATION ,.
ING .7 NG
i 1", . TOP OF '
T,OJ;;'. TOP OF RESILIENT SURFACING
131C. TOS, TOP OF SANP I T\T1 u"F "Alk"'H " "UUA UN "NA
TM, TOP OF WALL A
E.C.R. END OF CUR5 RETURN RE RM ELEVATION
Ea EQUAL ® '°�
CENTER LINE P/OL Ar
3.4
® F
0s;zEcTION OF FLOW
P
FINISH GRACE
ST7NG 24 it
py •.
1 P 4 $'• p rsrs
^ F 4
FINISHFLOW LINE mum= 0 mmom 19" RCP CRAIN LINE MLTE HONMMEj WMB
DRAIN INLET
a y r4 d Fp
A „ Approved &V .000 •
F.S
DA
a
99 ,911® �s'« .4 C17Y ENGINEER RCE NO. 24953
EXISTING 24RCP PER
FINISH � :
TRACT 14579-2
+ � DESIGNED BY:
.�'� �� � :� � A RECOMMENDED:
»Fiji, FACE OF WALL .-Sa Nk Vie•-: A
d
d � A
r r DRAWN BY: 43391 Business SHEET
ra ®, •
4 g i Park Drive
Temecula, 1F
CHECKED BY: DRAWING No.
California 92590
(909) 695-3848 C t�
j
7
GENERC 00
SrrE .w
Nn"V SYMBOLS Lo
BUILDING FACE
11 T t
THE CAMS } I
OF UNLESS OTHEMISE NOTED ON � T
MOUNTAIN Fop4E
w11 II IMPROVEMENT "CALIFORNIA 1INSTALLATION TOT T ° '.
ARE Oil Al CURVEST T STANDARDS. TO PETAL--Q, SHEET Jzfi,- MODEL NO: 200-X
WITHOUT U-2 'RET RT V - ( ) 1QUANTITY:
(D TRASH CONTAINER 2, ALL FORMS AND ALIGNMENT OF PAVING ARE SU5ZCT TO REVIEW %
INIMUM1 L-2/ol Al PARKING 1. COI-Ol PANTED BLACK
INSTALL12'1 DEPTH PLAYGROUND w AVAILABLE
DRINKING FCUNTAIN OF 24 HOURS TPACIFIC DESIGN CONCEPTS
Q-9
GRACE
PLA
. Y r r
CONTRACTORPRIOR
P.10.
' w TINGTON p
CA 92647
CONSTRUCTIONT (7 } 846-3486
( }
HEADER
,
CONcRETE TREE
FOR LOCATION
-20
CONCRETE HEACeR • CTINSTALL SLEEVE•LOCATIONS
IRRIGATION PLAN AND
1. Y PROTECT AND UTILIZET 1WITH MANUFACTURER
EEVIES AS DEEMED NECESSARY- CENTURY SAND-GRAVEL. BTtl ( } 1' QUICK TO w
T WORK ET
TPOOL
" CREM
w11 ° T T r COLUMNr ND T TABLES
" EXISTING11 STRUCTURES. ` ♦STANDARD, '1wRECOMMENDATIONS
-_ T T SEALANT51KE RACK JOINTS SHALL 14AVE A URETHANE COLORED ED T f KING OR EXPANSION CUANTITY: fCONSTRUCT HITC44NG POST -.
JOINT I"LLl UNLESS INDICATED OTS WM RIP TOP FOAM 6 ACCEPTAME
COs, NATURAL
El HORSE WATERER F APPROVED BY LANDSCAPE ARCHITECT AND CITY INSPECTOR4
T ro. ALL CONSTRUCTIONTO THE ,1 LIGHTBROOMFNISHTCORP. INSTALL
INSTALLLATEST UNIFORM BUILDING C ♦1
ENLARGEMENTa REFER TO PLAYGROUND GRADING PARKRIDGE AVE
PLAN
ANS AND ANY CONCRETE PAvING To BE T
w T 741 CA 7 TDISCRj_=PANcES SHALL BE BROUGHT To THE ATTENTION or HIS INSTALL
PU5LIC TELEPHONE TO BE x PROVIDED 15y CITYINSPECTOR,
E RACK BY CYCI-OOPS
. T T INSTALLQ9"TALL PER u 1
FURNISH AND
0. CONTRACTOR MUST Col
S EMBEDMENT PETAL
INSTALL (DIRECT 5UR'l PER MAtsWAG-T[MaR'S
` NO: l
CITY INSPECTOR &4ALl- BE NOTIFIED "iATELY OF ANY DISCREPANCIES RECOMMENDATIONS, 1 CAJANT w
U 4114 INFORCEP CONCRETE SIDEWALK
® 11CK RE QJANTITY:-1 CZLOR: COI-OR TO BE SELECTED BY CITY
001-OR: PAINTM BLACK FRAME STRUCTURE, HEART REDUk=
PIAYGROUM DRAWAGE PIAN SCALE: ® ca, CONDITIONS T
FIROM--
To THE DETAILS FOR THE RESPECTIVE
PACIFIC SITE COMPLEMENTS
549) 4%&0667
�.� CONSTRUCTSHED STRUCTURE, PVOC
, T SPECIFICATIONS REPRESENT p (
ALL BRACING, TEMPORARY Q
J
TrSHORING, ETC. IS T
RESPONSIDLITY OF THE CONTRACTOR VT THE J05 , BOX I
T l1 T T 1T T VOC (714) 846-48M FAX (714) 846-3485 w
1.
f
/ ! I/ CONTINUOUS AND DETAILED AVALABLE FROM:
CONSTRUCTION MrHOPS AND SAFETY CONDITIONS AT THE WORKSM
THESEISITS SHALL T
CONTAINERS BY PURA ART STONE
cONDUCTW ONLY Y T T T T MODEL NO: TDR-3, LOW PROFILE TOP C ATTAC44EE> CA4AIN INNOVATIVE
aSill ,
11. T T 40000 BEAR CREEK Rt CA W266
PP DESCROM BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED COLOR: NATURLAL COLOR V (M9) 77 OR (OW)
-. FOR USE, PROvIDWV T THE OWNER, jimmil
LANDSCAPE ARCHITECT/CITY INSPECTOR ANP Tj AvALABLEFROM
TYP. 1001i DURA ART STONE- .
AND INSTALL1
T LOT STRUCTURES, 11010 (9QUANTITY:.a, BULDING PERMITS SHALL BE T THE OWNER OR CONTRACTOR , REFER T7#41 lQUIREP BY LOCAL f
-Om 13Y CITY
FOR ALL ELEMENTS (:* THE DESIGN RE SHEET_Lll INSTAjj- FIER MANUFACTURER'S McOMMEI--VATIONS VOC (We) 350-SOOO FAX (Will 350-c-*32 COLOR: TO BE SELECTED
AVALAM-E MOM:OA4 13. WHERE WATERPROOFING IS INDICATED ON THE PLANS OR PETALS FOR AVAILABLE FROM-
PACIFIC SITE COMPLEMENTS
/ J ♦1 �' CONSISTTHE WATERPROOFING SHALL Or YELLOW JACKET TRECREATIONwINC.MOISTURE BARRIER PRoor-ING COMPOUND SUCH AS 2082 S. I. BRISTOL, SUITE 2047INSALL EalliIESTRL414 FENCE PER
T
PETAL-Isl SHEET J.&-, vOC (941l 496-80571
CONTACT* GREGG ROGERS
v0C FAX (949) VP"067
4,2
NOTE; SPECIFICATIONS NOTE: (se
CONTRACTOR To PROVIDE AND INSTALL A ALL PANT COLORS FOR WOOD, BLOCK, ETC, all
/` °�`'I,/ TYP 01 THE NEAREST LIGHT POLE AT EAC44 ENTRY DRIVEl REPRESENTATIVE CONTRACTOR SHALL PROVIDE
11 T' i- TSHALL ISE SELECTED AND APPROVED 13Y A CITY M
A 01
ozi, PLEASE CONTACT CHRIS GILLI (Will In.3-2612) W1 THE SAMPLES FOR APf=ROVALi 6
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CONSTRUCTION ABBREVIATIONS 312
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DESCRIPTION Vi . Vl ✓JVN ®AEAPPROVED
1=,O,W, FACE CF UJALL
ty S x G`s - j
4.71 12
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Approved
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ENGINEER tRCE
953
' '✓f;4s` ;,r n -ty,i id ¢ �5;?<-r't 'Z r�" ;y._x,r6'T'tom'f<.+s,�.-'�+.v. s:{t'�%ldr,-.,
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,-,..,...»..........,.,.......... ^^..""'" � - - - D EJfGNED �YCOMMENDED:
DED
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Bomd
MWAS
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OM-
CHL
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see
> ML
-5R-AWN �Y° 1 aularino Ave., SHEET
Suiteall
160, L-4 OF 33
9 IDEWALK D IMENS ION AT LIGHT FOLE, I Costa ea,
CHECKED BY. DRAWING N0.
In W Associates California92626
SCALE:TYFICAL
Landscape Architecture (714)434.9803 (714)434-9109FAX
p
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1,
t
CM PCNIC, TAME CURJ3 AND GUTTER PER A91CASC CIVIL STREET
8" THICK CONCRETE WALK 0 E930 GRILL IMPROVEMENT PLANS - NLC,
13ACK OF 0JR5 RETURN
(D TRASH CONTAINER BUILDER WALL 5Y 01-ERS -
pec
h
,
!f�® ♦ , ♦ BUILOING WALL COLOR FACING PARK SHALL BE SELECTED MY CITY
FOAU,
FACE Or WALL E5 PARK 5ENCHf
TO 5E LIGHT 5ROOM FINISH,
NATURALPROPERTY LINE CONCRETE HE40ER ,I
EMAL 9 9 5011 HIGH EmEwRiAN CONCRETE PAVING TO SE LIGHT 5ROOM
44A PA PLANTING AREA
FINISH,
NATURAL
INE HITCHING POST 8" THICK RENF0RCE0 CONCREMS10MALK
,r
R RAOUS FENCE Q92THICKENEP WNCRM INSTALL PER PETAL-jP-AJ4-, SHEET Jai
TYP. TYPICAL
or Lamm., H++A 15KE RACK
`r
/ ALIGN
HORSE WATERER 4" THICK REINFORCED CONCIRETE SIPEIVALK
START POINT OF
ftftft y .m«.„".............. ..,...
DMENSION LIGHT POST CONCRETE LrsHT PoLE FOOTING PER PETAL_P_,
SWEET 1 CATCH ,
PETAL ON SHEET L::r2 MOLLARM)
Maw 4jO
FuRNw AND INSTALL mcomposm GRANITE 04.) 4" DEP114
/ "CALIFORNIAGIOIt
INSTALLATION SHALL CONFORM TO CITY
701 STANDARDS.
AVALA13LE FROM: GAL MATERIALS - (W9) 2702HOSS.
`® r7 ,
71 1, 1
FURNISH ANI:> N�j6!:� DRINKING FOUNTAIN PER
Typ. Us MANUFACIllURERS REC0MMENDATIONS. SEE PETAL ON THIS SWEET
MODEL NO: 3150
aAN
® M T
1 1
AVAL45LE FROM:
HAWS CORPORATON
Wwa KLEPPE LANE, SPARKS, NV 8%431
P14ONE: (775) BE84712, FAX: (M) 35S-7424
INSTALL WATER MARS PER DETAILS ON SHEET
M1
r
MAW SKCWMMS AW MEAMMAENTS 01 To CHMOEyWTHWT 111011
MOUNTING L FOR
®® `»
45'-10"
-111 1 �1 CONCRETE PEDESTAL 1/2" ANCHOR BOLTS
a XP IN CON SLA CUT—AWAY E
(127 x 2 VBUBBLER AL INLET PEDESTAL 4x SEE DETAIL "A"
•` 0 ACCESS PLATE
rmf
► 1 N O.D. IN ,
® OTHERS) 4--7 i 3°' x i i 14-1 4esIc
SCR TOP 330mm I ' 362
®r TYP° 625Q.60LF 27 ( E S) m �--
mm
FAUCET HOSE BIB
(OPTIONAL) (OPTIONAL)
IBIB DETAIL1/0-13 UNC
(OPTIONAL) 1 l 20 IPS INLET T BOLTS 4x
r rr 1 1 (SUPPLIED) 203mm 31-1 4r,
DETAIL 794mm
17"
432mm'
rAVE
71
Ir 3Z8" FLAT
® 1 OPTIONAL LE
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% rSEE BIB DETAIL BRACKET
lop- 1011 1 ► (OPTIONAt_)
1
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31 O16X ! q q
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10 4mm a
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I
OUTLET)
TYPSCREWDRIVER T a i i 11 2SLIP PVC � � 4O
r
r® °
(BY OTHERS) 902 RECESSED ACCESS � 1(71�im
., ► 11 i►-10 r 28-1/2" I WASTE ( � OTHERS)
(TO SPOUT OUTLET) LA
7241'm p ° 27"
I MOUNTING PLA 6 m
2014" /-30"
SQUARECONCRETE
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° 1 2a I SUPPLY ( Y OTHERS)
® r ► ►► INFO FAX : 1®888—FAX—HA (1-888-329-4297)
1455 We s l^ Sparks V. $9 1
phanw. 4712 Fax; 775-359-7424
NOTES*- r t t taws A Bache CH-3 1 Surgd t Itx and
♦ 1. T I�5 4 OPERATION AN MAINTENANCE NUL Haws Mfg Pe did � ngai iCadut Lo Singapore729531
a—man: Ha a awscv.e website: w .ha co.com
4,16 U AND VALVE INSTALLATION/MAINTENANCE INSTRUCTIONS. PMT"Umi 7070.0
TYP3150 mmWmallime—W.r f\t 1 ♦ INFOFAX 23150 10324A 20
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DESCRIPTION OF REVISION DATE
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RANCHO SUMMIT - OLIVE GROVE PARK
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CONSTRUCTION PLAN
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CITY ENGINEER 2
RCE NO.. 4953
DESIGNED BY. RECOMMENDED:
r
DRAWN BY. 150 Paularino Ave., SHEEN
Suite 160, L-5 OF 33
CHECKED BY. Costa esa, DRAWING NO.
SCALE: alifornia 2 6
Be Assaci.a► k� s
►endicrpe Arch►facturM (714)434 9803 (714)434-91p9FAX
PAVING -
• a
SEE CONST. PLAN
4
rl ��
1/211 1/411 11
a o i
TOOLED MX-Z d o
.0. .
• Q.
• •0. n 4
° • • 0.
711 x
AK I' \ �� •� \ � � � \\ x
S09a, COMPACTED
SLOPE SUBGRADE /
MIN,
x I\1x1 ' 4
EXI=ANS ION JOINT SUBGRADE LJF.S. 1/2" Il /1 / /�`<_ �\', I
; EXPOSED FINISH
, I • T a (INSTALL LL
• ) �1 I ,Z—W PLANT •
GRADING
CONST.SEE
PLAN 1 B
'r OR fs I
T
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WEARING couRsE OVER 5ASE MATERIAL
• , .
0 0T(Ld I o I
0 0. on 0. 11, � � � IIIa° � � � III f I f , I I
° i, I I ! III III , I I ISEE SECTION 'A' A50VEPER
.
I I I I ,
WNTROUSCORE JOINTW91o, COMPACTED TIADJACENT
UNLESSOTHERWISE
INSTRUCTED/
ITHICKENED
N.T.S. III II ! IIl .
DETAILPER 1 aI INTO CURV
THIS a Me MIN IN PAPER SLEEVE ONE END
1. EXPANSION JOINTS 6 1 0 0IN WALKS NOTES:
0 ' � /
MAX
ORAS NOTED FSR PLAN, F LESS THAN 1 1• I VI JOINTS --
AN D 3/8" EXPANSION JOINTS AT 10 —0" O.C.
ALSO SEE GENERAL CONST, NOTES. 2. 8" WIDE CONCRETE HEADER BETWEEN CITY—MAINTAINED TURF AND 2% >7
GROUND COVERI — I T I T o
2, WEAKZNM PLANE JOINTS 0 WITH THICKENEDt ® , MAX OR PRIVATELY—MAINTAINED AREAS, OTHERWISEI
AS NOTED FER PLAN., JOINTS TO BE3. CONCRETE TO BE 520—C-2500 @ 3
1/211 DEEP W1 1/411 BULL NOSE EDGES, \ \ \ \ \ \ \ EDGE PER DETAIL A
THIS SHEET
//e, / �\,,�/ / / /
CONCRETE. 4. IF EXTRUDED USE 3/8" MAX. PEA GRAVEL MIX.
3, EXP, JOINTS To BE ASPHALT Mf9;MG:1%4ATM 5. DO NOT USE WOOD FORMS. 4" KEYWAY, CO
JOINT SEALM COLOR TO MATCW I o, TYP.
-ELEVATION
* ® x xCOLOR s I 11FIN. AND REINFORCEMENT FER �r tt PERFORATED I I
CONST.
PLAN, DETAILS.
EXPAN61ON JOINT6 CONCRETE HEADER CITY STDr E�34 E3 RE6 LENT 6URFAC ING
own
1 11 TOPOF I
11 THICK GRANITE , Qk P
jTs SAND AS O=RS
LAYER COMPACTED OVER / TOP OF SAND PER eULLNOSE
REL, SU15GRADE GRADING ®
' °' a
. a RESILIENT I 1/2"
ADJ. TURF
REMR TO DETAIL 1= TOP OF SAND
CONCRETE HEADER. REFER TO
1 1
DETAIL --r=— THIS SHEET FILTER F-A5RIC
WRAPPED
1/2" 5ULLNOSE
AROUND DRAIN ROCK
TURF ADJACENT OR PLANTING AREA ® •
1(0 EXP. JOINT
COMPACTED SU5GR
TOWARD
4
ADE
REL. • • PE SUeGRADE / I a i 6 r 1
® •®
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SECTION
NOTE:
,
/\°/�/\�/�/ QC7 �i/`�//�//�f/\\ / / / 4 d
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006111144111=2 SCALE: Intl �r trSHALL ATE "1 s DRAIN ROCK; I PIPE a SIDEWALK
A MINIMUM 4" DEPTH AND 0) *TE CUR5 \x
OCP
,CONSTRUCT DECOMPOSED 4,, o sDR 3r2 PERFORATED PIPE WITH
IaR� Cc) FILTER SOCK; SLOPE .5% MIN, PER #4 VERT. REeAR W1 18" 5END Q
GRANITE AREA. C
\ ` I /X f � 18"
a I I\! ID
REFER TO DETAIL L SHEET L-8 (EXTEND INTO NATIVESOIL)
'30% RELZOMPACTED
FOR ADDITIONAL D.G, SURFACE �l- t 1tSUBGRADE
C3) #4 REE3AR � ,f,'`
//,�7/\/
CONT.CONSTRUCTION ENED PLANE
296 I 1 I S EVERY r tt
00
AND
® 11. I
SECTIONSECTION SIDEWALK ,� SECTIONI t t 11
It fr n f
11611-011 SU5GRADE SCALE: ' -'
LIGHTTOT LOT CURE3
G; DECOMPOSED GRANITE FERFORATED DRAIN
NATURAL CONCRETE COLORr NATURAL CONCRETE COLOR
IISH W1 LIGHT 5ROOM FINISH
t 1i
TH 9ti"
TOOLED EDGE
1 11 I i i. a a I 1! i" ®S
31
( a} • . "" �
FOAM EJ. W1 SEALER TO MATCH
�a
CLR N TURF AREAS
2 CONCRETE PAVING
DETAIL-L SHEET L-7
CIT
GRADE,
DESCRIPTION OFREVISION DATE Y
" -SECTIONAPPROVED
DETAILREFER TO I
Its I,-011
CONCRETE WALK, CONCRETE PAD OR
1a 4
.
SLA5, NATURAL COLOR, LIGHT I SIDEWALKTRASH RECEPTACLE 5ROOM FINISH CONSTRUCT
1STD, DWG.
No 103
SCORE I DIMENSION VA
""
CONSTRUCTION
1
CLR l l I AREAS.ER RANCHO SUMMIT •.
OLIVE GROVE PARK
REFER TO CONSTRUCTION 1 IN TURF AREAS, I
NTS
PLAN, SHEET L-4 FOR - V : FINISH GRADE CONSTRUCTION DETAILS
IN
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SPECIFICATIONS. 0%
ELEVATION (FRONT) -
-ER TO DETAIL
0 REF
PACTED SU5 GRADE PER
By
-011
DA
(1} . ,�.-��� ENGINEER
SIDEWALK PER CITY
DESIGNED BY: RECOMMENDED:
STOa DWG,
NO 103DATE ww/twBCACSECT ION
SCALEs Itt Ir n DRAWN BY, 1 ui "'iC1A Ave., SHEET
SuiteMWOMD 1 , 66 OF 33
o to ,
FI
CHECKED BY.- DRAWING NO.
Associates California96
Landscape Architecture (714)434-9803 (714)434.9109FAX
POURED N PLACE CONCRETE
MONUMENT '!d tU/
RECMSw 1
GROUTCvX8XYP CM FILL ALL
- CELLSWITH REDAR.
BATTER1 , ty,� A� 24" .
T, IN FTG, — AS SHOWN
5
-IT 12 RIVER COMBLE VENEERSECT,
1403 OF UBC
0X8XI(PT FILL ALL
® CELLS W
04 HCW. REMAR. CONTINUOUST
TOP 4 13TTM,
0<8
X T 1=
I. SLUMP BLOCKN Y W - SEE MTAL L THIS , FINISH
2. roxI0 S49 GRAB BEAMSTo WALL WITH SIMPSON sa (1 11 LONG) INTO MASONRY/
=-I I II EE1 = ) 04 LONG, RMAR CONTINUOUS.
BEAMSnomr 77
3. &XIO 545 GRAB to
�I �i 11441
LT WITH N H N FOOTING-so
INT TO MATCH ,
4. 4X4 64S TRELLIS MEMBERS - EQUAL SPACEQ +/-12" 0,C, _ -
W916' COMFOACTM SM GRA1:)F-
- — — = 1=III..=I
T -----------------
M WITH ! " x 7" LONG I BOLTS, WITH
r-LAN T N MOLTS.
1H
CHAMPER 6 ALL MsVS. WALL SHALL ME BATTERW
1 MEMBER ON TRASH ENCLOSUREONLY T
1=1
LT TO BEAM WITH SIMPSON HL33 ANGLE / • 1
COLORBRACKET TO MATCH ,
COLORTO BE OLD QUAKER #148Y T .
i5•
LOCAL RIVER COIBIBLE
t
r
NV HHS r
SCALE: 1i1
ELN(..00
�/tea
241'
t 21-611 BF
2 of
p A fit }
NAM-hw-" -
1, SLUMP ELOCK MASONRY IL L THIS SHEET.
Y,4" STEEL T _ T T
C AMONG iR—7
.OR1;RUGATW ?*ETA- PECKING (MIN, 1 " DEEP } GATES, tT 1
TY OF RANC+
( ) - " " HEAVY Wrr STANLEYI-1 _ TO POST
411 aBAR STOCK .
&. 0411 Nmm STEEL sTANLry otoo& LT iT L.,
7. FINISH GR,4M
7 low
CONCREM SLAB WITH DEEPENEID FOOTM AT MOP CANES, .j lows
4' GRAVEL FOR DRAINAGEL
10, 9CO& RELATIVE COMPACTED SUErGRAM
I' 1 \ ;4 .••*' t \'y'
/, LOCAL RIVER C085LE SIGN W1\
MIN s 4" B1 T OMANII
MAXIMUM SOULPEIIR S= IS 18DIAMETER, AND PAINTED MARITONE SIERRA II34ZEEN 0174-A
10
7596' OF LARGER BOULDERS OVER 12" DAI"�R
TO BE IN TT T u to W/ NATLIRALNAME OF PARK SHALL BE
GROUT. REMIRT .
CITY,GREEN BOOK FOR GROUT CelERMINED BY OWNER OR
11 w p1 1" . THICKNESS
SC44JX: V2
Hal N'(P.E�ft L 0w%,52 U 4 0 mom E CA*.m:I:A T E 5"' fo-`0 1 A rRmNr-%#10.' E5 1 C-Z- N A(A02$E
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UT . a . . r • , p. . . . . . , • . • . • DESCRIPTION OF REVISION DATE CITY
, « • « • . . • r . . • • r • t
.�— t APPROVED
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T Ir o o • • • • IN • o o $ o o 4 a • • • • o • • • • • o o o a FINISH SURFACE PER PLAN
ATIt • • • • • • s • o , o • o « • • • • • r , • • • • a • • •
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TE�/./ `® • r o 0 0 0 • o • s o • • • • o o • r • o o • o • o o • o • 4 CONCRETE FOOT ING
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x 10 RE5AR ROD
A AOM FMOAR WO CUFM 5 RANCHO SUMMIT OLIVE GROVE PARK
TE
COMPACTED AGGREGA
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LEGEM
CONSTRUCTION DETAILS
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it
CONcFM-M FOMM I. MASH
1 1 1r . ASL , 6 , COMP
W% COMPACTED GRADE 2,
SLUMP BLOCK ORW BLOCK OR EQUAL
3. &'�Kb"C4*411MTE BUMPER CURB- TRAS14 SIDE ONLY
PER PETAL L THIS SHEET. Approved By DA el%VP 0
ALT;- �.•�� -
w0cmq 4. 11 THICK HEAVY BROOM FINISH CONC4;M-M FLOOR 1°w If CITY ENGINEER6CNO. 24953
g, , ' , DESIGNED BY: �m RECOMMENDED:
T 1Yq,. SECTION Bc/mc � •
"TH FTER ,41L 1-iHK M15,
7, GALVANIZW _ SEE MAL tj T141S SHEET, �� " �1'--0" DRAWN BY: 150 Pauiarino Ave., SHEET
Suite 160, W OF 33
'w' 'ALL A H E N G L"U0o U to R' E Fo-`f L AAN Yt�W 1=)Amt:�ECUE F LAON%)UA#u%T IN'Cd;0w; CHECKED BY. Costa Mesa, DRAWING NO,
ASS0c ; ates California 92626Bc
t
Lan tempo Are Its (714)434»9803 (714)434-9109FAX
J
I
CENERAL CONSTRUCTION NOTES.•
7.FLOOD and DRAINAGE CHANNEL CROSSING:Where trail must cross existing or
1.VERTICAL GRADE:The fallowing grades shall be observed: proposed drainage channels,the continuity of the trail shall be maintained by the
GENERAL Oa-5%optimum construction of an appropriate crossing such as a bridge,ramp way,culvert etc.Wood
AONRY ` �. 10%maximum for distances over 500 feet, pslipping t
a o cx`transverse"medium broom"finish concrete shall be used to levant (no metal
1 a All construction and workmanship shall conform to the latest , i , ,
15/o maximum for distances limited to StrQ feet or less. surfaces permitted). Natural streambed crossings should be left as natural as possible.
edition of the Standard Specifications for Public Works 1 a All masonry shall b reinforced grouted masonry (fm ® 1500 psi WAND 20' POLE LIGHT 20%maximum permitted only In extreme cases and 1"- ,,•iort
Construction. All buildings and structures shall conform to the psi used half stresses in design, unless noted .otherwise on plans distances under 100 feet,and only In cases where no N chicle .TRAIL ENTRANCE:Trail entrances shall be designed to provide for equestrian,
1997 Uniform BuildingCade. and details.) Grout solid all cells which contain rebar, bolts, etc. ,i ii access is to be+expected. pedestrianlhlking use and shall discourage motor vehicle and motorcycle access,except
Grout solid all cells below grade. See UBC 2105 for quality ( ) / r Local Feeder Trails shall provide one or more means of unobstructed vehicular access
2. These notes shall be used in conjunction with the plans and assurance requirements. .CROSS SECTION:24%optimum, %maximum in approved location only for service vehicles.Access locations subject to approval by the Trails Advisory
any discrepancies shall be brought to the attention of the " a � . Committee,Refer to standard drawings for barriers and signs.Where there is no
Landscape Architect and City Inspector. 2a Mortar shall b Type "S" mixed in the proportion of 1 part i 3. DRAINAGE:Where traii gradient exceeds 4/0,water bars,splash curbs or other barrier,the trail should be posted.
3a Contractor must check all dimensions framing conditions Portland Cement to 1/2 to 1/4 parts lime putty to 2 1/4 to 3 diversionary devices may be required.Location of drainage devices to be reviewed
' g times the sum of the cement plus lime putty arts of sande and approved by the Trails Advisory Committee.Decomposed granite stabilizer 10a CONCRETE APRONS:Far drive approaches at trait entrances or at drainage crossings,
and site conditions before starting work. Architect/ P Y '"
shall be used.Stabilizer shall be from Gail Materials,Inca or approved equal. concrete aprons shall be a transverse medium broom finish
Engineer shall be notified immediately of any discrepancies . Grout shall attain a minimum compressive strength of 2000 _ ELECTRICAL •
or possible deficiencies. psi and shall be mixed, in proportions of 1 part Portland CONDUIT4.SIDE SLOPE CUTS and FILL:2:1 maximum;2%maximurn between curb and trail. 11•CONCRETE HEADER:Concrete header shall be 6 inch per City Standard between trail and
Cement to 1/10 part lime putty to 2 to 3 parts sand to a >' :1 max.turf&3:1 max. shrubs/ground cover behind trail.Occasional slope all other abutments.
. Conditions not specifically shown shall be constructed maximum of 2 parts gravel. All grout shall be vibrated. -- variations will be considered on a case by case basis and will require approval
similar to the details for the respective materials. . Aggregates a ' 4• by the City Engineer. 12a SPECIAL NOTES:Most Regional Trails follow existing or planned flood control facilities
for mortar and grout shall be natural sand and ,
4 constructed by the San Bernardino County Flood Control District and Army Corps of
5a The drawings and specifications represent the finished rock conforming to AS C-144 (mortar) and C-404 (grout). Sa SU ACING:Trail surface shall be stabilized decompUsed granite with 4 Inch minimum Engineers.Therefore,any construction within their rights-of-way requires review and
P P ,
r policies.
structure. All bracing, temporary supports, sharia etc.
® approval b these agencies and Is subject to their stands ds and a c
9 P Y PP 9 base.Remove rocks and debris and grade surface smooth.Stabilized d.ga is available Pp y 9 j P
• ,, a Cement shall a Portland Cement conforming to C 150, ,. . . . ,% : �,
is the sole responsibility of the contractor, Observation :\ \ �� from Gail Materials 1;909}270-1005 or approved equivalent Stabilizer organic binder 13;Landscape areas which would otherwise drain to trail shall be required to
visits to the 'ob site b the Architect n ineer do not Type { or II, low alkali. Cv � \ e \ i shall be incorporated with granite fines b the use of a u mill to Insure pro er ration
�`,,/��•���::• .:�...�. .,�:,:.:.�, �`� �, / � rP 9 Y pug p collect/dispose of water through area drains.
include inspection of construction procedures. The a All concrete block shall conform to C90, Grade N-1. �`�\/�\� "I of stabilizer to granite fines.For each 2"lift,evenly spread the material over the area,
contractor is solely responsible for all construction = V \ \ \ 4 I
5RATE WHEN• grade and smooth.Thoroughly water entire area to ensure that the entire depth is moist.
methods and conditions at the worksite. These visits will 7. All reinforcement bolts, etc. shall have a minimum grout - \ Q. ' POURING
Roll the area with 1000-3000 lbs•of weight.Prior to use allow the finished surface
not be construed a continuous and detailed inspections. coverage of 3/4". All brick shall have a minimum of 1/2" It %;�/�/\\ /f\\/ sufficient time to dry.fin the side to which the water drains,build up compactedthewe
grout space. ,t \\�\ ..a d : ( } .g.to a finished surface o€114"-112"above concrete curb, allowing the at o
. Design, material, equipment, and products other than those ,/\ \ / drain over concrete curt.)into adjacent planting area.
described below or indicated on the drawings may•be a See the architectural drawings fart a of units, laying TYPI '�� .® ' . ,i ii ,i
considered for use, provided prior approval is obtained from . a q. a 4 TI / ( }
pattern and joint details. Unless specifically shown /\/ ri 6.CL NCE:All trees shall maintain a 10 foot minimum clearance.Adequate sight
the Landscape Architect, City Inspector, and the applicable otherwise, all concrete block and brick shall a laid in \��~' ` I T distance to be maintained t all intersections and drive approaches.Fence line shall
governing code authority. g r\\�\\jr\ \�\�
tannin bond. end 1{?feet back of the B.C.R.or E.C.R.in 20 foot easements. to smaller easements,
FOUN ATIOS / determination should be made se by case.Fence line shall end feet back from
9. All rebar shall a positively held into position prior t 2' " the top of the 7'at drive approaches.Adequate access to utilties should be maintained.
1. All existing fill soil and disturbed natural sails are to be aurin grout. All vertical foundation dowels shall a straight ge NOTE: Fen line shall end 2 feet to either side of fire hydrant and 1 foot to either side of
g any street light or utility pole.
excavated and replaced with properly comacted fill. All and shall be positioned in center of lock cells uan.o on �/
filling, backfilling, rco action, etc. i to be the details, additional bars shall a epoxied into footings, r _
_ , _
g if needed, where minimum tolerance to cell all is not ,
accomplished only under the supervision of a soils engineer. maintained or dowel is not positioned correctly.
'-0" O.C.
2. All excavations are to be inspected andapproved by a Soils
Engineer prior to the placement of any concrete r *X " PVC POST
reinforcing steel. EEINEQEQINQ STEEL loomwk A1010111
3. Footings are to be carried a minimum of 18" into firm 1. Reinforcingsteel shall conform t 15 Grade 40 for L I L"030H I r--0(D)L+"` f=0*&0�T I N(-3
undisturbed natural soil or approved compacted fills ' L NDS T
sizes , #4 and Grade 60 for sizes #5 and larger. Maximum CE RED O POSTS
4. Design bearingpressure is 1800 sf with ®3 increase for yield shall not exceed 1.3 times that specified.
seismic or wind loadings 2"X6" C L
2. Welding of reinforcing steel shall conform to S 1 -1
5. Relatively non-expansive fill should a used i backfilling using pro r to hydrogen electrodes. All bars to a welded II II
behind walls. All walls shall be adequately shored duringshall conform to S A706. JL_- Jl
the backfill operations
F]-
a All bars in masonry shall be lopped a minimumof 48 bar C NCE POST CAP \_
All excavations, grading,
ra in , compaction, etc. shall a accomplished diameters 2'- " min. for Grade n 72 bar diameters MOUNTINGCK
ET
' C ) PO O GLUE
and performed in accordance with the soils re ort as prepared '- in.) for Grade a all splice unless not otherwise.
y: Leighton and Associates - J N0, 0200,T,59 -001
It
DATED: JANUARY , 20 t. -
The ils report i here rt o these general notes a it ars i concrete shall I minimum 4 bar U Y
ANIZIM 1*
diameters (2'-O" min.) for Grade n r diameters " �1 " PVC POST
n all recommendations contain therein hall a consider (2'-6" ins) for Grade ii spliceunless not otherwise. 7
s minimums.
�__f
Splices of horizontal rebar i all an footings shall
7. T Contractor u t verify that thelens have reviewed •
staggered 4'-O" minimum. � _��1�_(, PVC L
by the ailsEngineer rear to start of caruciona
a Dowels -for ells an columns shall a thesomesizen
spacing a the all/colo n reinforcingunless not L RIBBED FOR STRENGTH.
otherwise. R e
7a iIGo " T- 010414k
i
1. Unless noted otherwise, all concrete shall attain a minimum bending f reinforcing steel shall conform to the latest N 4
compressive strength of 2500 psi at a (restroo buildingedition o h Unifor Building Code. I -1 / r
foundation)
. Aggregates shall a natural sap and rock conformingto AST7-(M S E MOUNTED ON TRAIL SIDE OF POS
C33. Allaggregate shall be 3/4" (i.e. 1" max.) _ _ _ TRAIL i
a Cement shall be Portland Cement conforming to S C-1 , I i I=1 I i 1.=1 I i=1 I II 11=1 11=1 11=1 11=1 11=1 11=1 i I=ll I °. I I 1=i1 f i�I 11=111®I I ISI I I®I I I®I i I I II I -11 III+I I
1 I--i I I-III-III I III
Type 1 or 11, low alkali, 1=1 I M11 III=111-I I I-II I�III=1 I-I11=11�=1 I I � . i II EEI I1Eil l lpgl-1I 1=1 I1=11I_ =1 I CONCRETEPER STD. NO. 534•
-I 11-1 I I _ =1 IT- I I'(-I 1 I-Ili-111=I l i=1 11=1 I I k I 1=11 I®III=i ►I=III=ITI=1 I I ' 1-1 f I T c TOTAL
T
4a a following minimum clear distances between reinforcing I I I.I I ISI I f I1-III TI Is ,l 11-111-1(I„�I 11=III=1 I I I11=111=1 i 11I I��i I 1=i I I--I I=1 I 1 I- FINISH GRADE
-1 I I-I I I I i IE I I I. _III--1 I I---1 I I I F1 I=III 1 I 1 i I==�I i .i
steel and face of concrete shall be maintained unless noted _ _ _ _I r ,j_ _ _ _ _ I I_ p�--„°----,, I=1 I I I I- °: \ \
l=1 I I=I I . . ' III I--I 1==I I L__ • I i I=1 i I-=1 i- _
otherwise: ►I 1=-I 11=III=1 I I-=1 I I' �'' ''I, I I 1=1 11=111=1 11=1 I I;''' `' I l i-1^=1 I I 11= T �'•' °@•B4 ,�
labs on rade .a.aa Center of slab i I �►iil l lel l l_ I®,11111Illll I II I II i it I1- p _o, I \�\.� 19 \`.� 00
Concrete below grade,e•formed .................... 2 j u s i' n of i A ,a% ,
Concrete below rade, .3/811
,a
unformed (poured against earth)..................3"
Concrete exposed to weather...................1 1/2" " DECOMPOSED 2" SONO
5. Pipes may pass through structural concrete in sleeves, but a FORMED FOOTING
shall not embedded therein. Pipes or ducts exceedingT " "
. a 1. LS S URE EXACTLY 2 x 6 .
one--third the slab or wall thickness shall not a placed in I C O D C PO LOCATED
the structural concrete unless specifically detailed. a POSTS URE EXACTLY " x "a T CHANGES OF DIRECTION O END POSTS E
CE TEi S CONSIST OF 1007 ONO- REQUIRED TO Fl CONCRETE
. Provide /4" chamfers at all exposed corners. ITCH
INC;s
EXTRUDED VIRGIN C A iN. OF 87 Ti0 7. STAINLESS EL SCREWS SH E USED FOR
THROUGHOUT. ,� I �� �, .�.. . ,_ , � - - � - . .. ,:��:. N H THE PRODUCT. MEMBERS AVAILABLE0 NCE CONSTRUCTION.
7. Refer to architectural drawings for reveals, areas of textured COU ESTATE NCE O APPROVED a
9 - Ba L SH 0 RIS O E ENTIRE
concrete or special finishes, items required to a cast into
P q : : : 4. CE RIALS E RESISTANT D LENGTH OF THE PRODUCT FOR DED ENT .
concrete, curbs and slab depressions. H ! COLOR.
. % DESIGN.
...:... .
:- . ...'.. ..:..., .
8. Concrete steal! a cured while in a moist condition for at ;: 5. POSTS ENDS OF POSED 1 . SEE L O . NO. 1001
least the first 7 a after placement. Methods for % 11a CONFORM TO
accelerated curia shall have riot approval of the Engineer. - S S
C
1.
TER
F 964.
C NCE
a a a ..:: > __ ��,�._.�.---,-:, �,:
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All construction elements adjacent t concrete may cantina1. a
: -.": ..�'--....�.*'":�'.�,-::,�..-�.".: . - - � � WLO) M U tib 1,< N -wftE
____
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to a constructed following the 7 of curie a
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9. All ex sed concrete surfaces should a cured. Curia a ��.",..-"�.",::,�.,.�..*.����'..�.�:"�,.,�.,:��"..,..,;�:.� :', . __ :�`.`,...`�, �.' �' I ::, _ T A IL E A*'"%U
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consist of aintinin surface inure riot to initial
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set, followed y covering the exposed surface with a thinJ.
: 1. ( w �,PNasc,�
plastic sheeting for at least two weeks. (Lap and seal a if 4
joints). Provisions should b made to hold down the plastic11
�,
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and remaiten as neded. t -
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10. All concrete shall vibrated. : f: I h I I , 13,
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All paint colors for wood, block, etc, "ll be '.. I i I-I I I:=1 1 I I I-_._-I I I._I I i.E I i I=i I I EI I I-=1 11=1 I I i I I-
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--�� IRANCHO SUMMIT - OLIVE GROVE PARK
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'L mSTRO CTION DETAILS
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MANUFACTURER'S I
. WATER LINE SUPI=LY PER
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t. ESI RECOMMENDED:
,..,.. ,..:,''. "..:.:... E 0 DED
DESIGNED BY R MME
DRAWN BY 150 aulrino Ave., SHEET
Suite 160, F
1
� A*O% ,Or" ,00W%1L I &spook &R-ft J."o � U-I- � CHECKED BY. Costa Mesa, DRAWING NO.
01 I U t.-4s.;% � IV" -_ 442�wo*f
(..oco,e'N,'�','�" T"Om�%UC-0.0','o*TI'L'"%)N N '0""`&M"""""' t-1 FA IN 'Oew L '*"'o L I -0" HT "m% -'*"%L E F-0�'00�T IN "'m t*01 H"`01M%"0m"""'* E `ATE"ww%E"""% BCAssmciate � California 92626
Landscape Architecture (714)434-9803 {t1a)434-9109FAX
kj4AL PLAY
SUR" FACIING"' TO BE RE
Cu' ESSIBLE/PRONTECTI I AND2�jOT- -
PROTECTIVE
The play components identified
on this plan are IPEMA certified.
2533 ® (SAND) & 1035 SQ . FT. The use and layout of these
components conform to the
requirements of ASTM F1487.
2-5 ,�
.` 121
77
FAM �a THIS PLAY AREA & EQUIPMENT IS
DESIGNED FOR AGES
. . . . . .inmd
COZY
CUMNER
,. • : : i z4 : 111 ��61 IT IS THEMANUFACTURERS OPINION THAT
® a219
. . . . , . THIS PLAY DOES CONFORM TO
TPAEL �RDUTE OF
` 8. I ' ` THE A.D.A. ACCESSIBILITY GUIDELINES (AD G),
ASSUMING AN ACCESSIBLE PROTECTIVE
16, 24 32, ,. 1
.' ! . . . l ® t SURFACING IS PROVIDED; AS INDICATED, O
/ . . . . . .
MWiw.AIW. 349 3 (THIN THE ENTIRE USE ZONE.
. . . . . I 1131
. . . . . . . . . . . . . . . . . .t. .:. . . . . . i I . . . . I
111 I f ` 111
! I Z� T r r _ _ _ THIS CONCEPTUAL ON
�i. . . . . ,��. .rt . . . . , ! 1 — -_ ! INFO ATION AVI BLE S. { RTO
. . ff. . . . . . . SWER SQUW / CONSTRUCTION, DETAILED SITE INFORMATION
. . . . . . . . . . . . . .d�®. ®. : �.�® ® �� INCLUDING SITE DIMENSIONS, TOPOGRAPHY
Sam-My. ��,.� �, EXISTING UTILITIES, SOIL CONDITIONS, AND
. . - . r`,'` STD , 1 �'�--_.,.._ I DRAINAGE SOLUTIONS SHOULD E OBTAINED,
My ! I I l i EVALUATED, & UTILIZED IN THE FINAL DESIGN.
l
` , .:......,.•..... t . . . . . .�. . � 32 <! , .` : j II Il I
— _____ ! / PLEASEE VERT ALL DIMENSIONS OF PLA
Y
. . . . . . ; SIZE, ORIENTATION AND LOCATION OF6Dom Y NG IES, EQUIPMENT, AN
SITE FURNISHINGS PRIOR TOORDERING.
. . . . . . . ' ! I l' ,�.�.0 a4�.,� ` SLIDES SHOULD NOT
118244 . . . . . . . . . . . . . . : ®� Lm ___._e___—14M '14M2 FACE THE HOT AFTERNOON SUN.
Wax11 -1219M
®
! '! 'iio f �72a ��~'�� ` /! ®1 R 1� CHOOSE A PROTECTIVE SURFACING MATERIAL
v.� ! ! ! ,.� -� 1
45 - 11THAT H CRITICAL HEIGHT VALUE F
®
sraAA- AT LEAST THE HEIGHT OF THE HIGHEST
,r ? . ` .'. �;. . . . . . . , . . . ,, I C . . . �� . . . . ACCESSIBLE PART/FALL HEIGHT OF THE
pf I . . `.". . . ADJACENT EQUIPMENT REF. CONSUMER
24 ! ` PRODUCT SAF . COMMISSION CPSC
16. 1=11 . . . .1. . . . . . . . . '. . , , !
. . . . !. . . . . . . . . y !. ' , . . . . , ,. I GUIDELINES, SECTION 10: SURFACING.)
t �,P ®. . . . . . ®. , . . . . . . . . . . . . .com . . l /� . . . . . i �® ACCESSIBLE/PROTECTIVESURFACING TO
1 ° BE COMBINATION OF UNITARY AND
! . . . . . . . . . . . . . . �, . . .®. . '. . . ®s LOOSE FILL MATERIALS.
�.� . .�.
MAM
121 ` �,,�� .. 1 `��. NOR
(T 1)QTY t 11 ®� 100105
I I i
L _jIT IS THE MANUFACTURERS OPINION THAT
I 5_1SM 2FNTHIS Y T UCTURE CONFORMS TO
WM OW
�
. 121 ®� l THE CALIFORNIA CODE OF REGULATIONS
c .1y c4, �� l TITLE 22, DIVISION , CHAPTER 22.
t
i
10,10 111100S U R FAC I INC TO BE A
COMBINATIOIN
IBV
[.� II Y AND
DESIGNED Y.
PROTECTIVE LOOSE F
1433 COPYRIGHT:
SQ . FT. (SAN',D) , SQ\ . FT,.( RUBBER)
LANDSCAPE STRUCTURES, INC.
L
Q" UU/_NTE ff�J408 - 1 - 2 - 1 1 - 2 - 2 " Date Previous Drawing # Initials
UMENSWAM
C
TTL ELEVATED PLAY COMPONENTS TOTAL ELEVATED PLAY COMPONENTS
LANDSCAPE
TOTAL NTTL ELEVATED TACCESSIBLEY P UI ELEVATE AGES I L UI 12
®n
TTL ELEVATTSCC I L Y TRANSFER UI TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER UI_ED 4
TTL ACCESSIBLE GROUNDLEVEL COMPONENTS EUI ED 3 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 6 REUI "``
601 7th STREET SOUTH — P.O. BOX 198
TTL IFF ENT F OUN L L CO O ENT UIR D TOTAL DIFFER T PE F OUND L EL C O ENT UI
DEIMO, MINNESOTA 55328 DESCRIPTION OF REVISION DATE CITY
PH: 1-800-328-0035 FAX: 1-763®972-6091 APPROVED
SYSTEM
RANCHO SUMMIT COAST RECREATION
SCALE IN FEET: PLAYBOOSTER/PLAYSHAPER
PARK C
o
0' 5' 10' 20' RANCHO CUCAMONGA, CA GREGG ROGERS DRAWING Cort1fled
9408-1 -2 RANCHO SUMMIT - OLIVE GROVE PARK
CONSTRUCTION DETAILS
Approved By DA
CITY
NOTES* -EQ-%UIPMENT COLORS AND RESILIENT SURFACING COLORS TO BE SELECTED BY THE ® DESIGNED BY.' RECOMMENDED;
-RESILIENT SURFACING TO BE SURFACE AMERICA 0101 -.10MENEININ
RM 9,
DRAWN ar1 0 Paularino Ave., SHEET
-PLAY SAND. TO BE SILICA SAND GRADE 16 MC/JC/JD Suite 160, OF
CHECKED BY: Costa Mesa, DRAWING NO.
BC
AssocIaItesCalifornia 2
Landscape Archtrectur. (714)434.9803 (714)434.9109FAX all
PHONE MODEM NOTE FLOW METER CEFMFIrA'nON QUICK COUPLER NOTEm HEAD SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION �NOZZLE PATTERN GPM PSI RADIUS DETAIL
QUICK COUPLER'S ARE TO BE LOCATED NO MORE
><BRISCAME ASSESSMENT SYSTEM SUMMARY CONTROLLER TO USE PHONE MODEM ONLY. CONTRACTOR SHALL OBTAIN FLOW METER THAN 50' FROM ANY WASHABLE SURFACES. A HUNTER 1-40-ADS-143 6" ROTOR POP-UP 43 900 13.5 50 56' C
PORM PHONE UNE MUST BE WORKING PRIOR TO CERTIFICATION PRIOR TO LANDSCAPE MAINTENANCE I-___ I - ___ -
AL HUNTER 1-40-ADS-43 6" ROTOR POP-UP 43 18T 13.5 50 56' C
9QRrxATION (Pokit Value) C-LAffIM (SHEET PAREF. 0) INSPECTION WITH LANDSCAPE ARCHITECT AND CITY HUNTER 1-40-36S-43 6" ROTOR POP-UP 43 360013.5 50 56 C
L LjCW C*��� IRR*ATION SYSTEM. (20) 20 L-10, L-11 REPRES NTATIVE. CONTACT CALSENSE FOR IWO PCS SCf1EEN PERFORMANCE LWEND HUNTER 1-20-ADS-3.5 6" ROTOR POP-UP 3.5 900 3.4 50 QN, C
AN APPOINTMENT AT (800) 572-8608
7. �WOMTIC C.ONTIROLLER. W) 20 L-10, L-11 CONTRACTOR SHALL PROVIDE AND INSTALL PRESSURE COMPENSAIING SCREENS TO REDUCE RADIUS THROW TO THE PROPER HEM TO HUNTER 1-20-ADS-3.5 6" ROTOR POP-UP 3.5 180' 3.4 50 40 C
HEAD LAYOUT DISTANCE AND AVOID OVERSPRAY. DO NOT ADJUST RADIUS SET SCREW ON NOZZLE TOP TO REDUCE RADIUS THROW.
3. EftrahIM TO WATM PLAWS IBY U)ATMNG NEMDS, (10) 10 L-10, L-11 STAMM & SMALL RADIUS SMY PATMW AND UMBRELLA BUBBLERS HUNTER 1-20-36S-3.5 6" ROTOR POP-UP 3.5 3600-:1=3.4 -_ 50 40' C
4, SOL MOISTURE SENWIRS. (10) lololilloo,W - HUNTER 1-20HP-ADS-3.0 12" ROTOR POP-UP 3.0 go. 2.7 50 38' C
MODEL PCS-010 PCS-020 PCS-= PCS-040 PCS-OW PCS-090 PCS-125 PCS--175 PCS-250 PCS-370
5. RAIN SENISOFZS. (5) 5 L-10, L-11 GPM .1 .2 j .4 .6 .9 1.25 1.75 ze &7 HUNTER 1-20HP-ADS-3.0 12" ROTOR POP-UP 3.0 180' __2.7 50 38' C
Cv, WM 68���, (5) 5 COLOR PURPLE BROW S09t OPANGE 80W WHITE GREEN YELL.0W OLLIE RED HUNTER 1-20HP-36S-3.0 12" ROTOR POP-UP 3.0 360* 2.7 - 50 38' C
B METER 'K E F METER OBO 9
BF I M RAINBIRD 1806 SAM-PRS 6- POP-UP TURF SPRAY U-15FU-15H,U-15Q 3600 18(7 �90* 3.30 1.65 .83 25 14' A
7. SENSMW TO SLOPE RACTORS. (5) 5 L-10, L-11 P.O.C. PER CIVIL ENGINEER"S WATER P.O.C. PER CIVIL ENGINEER'S WATER 2@
0 0 IMPROVEMENT PLANS (VERIFY LOCATION) 43 H IMPROVEMENT PLANS (VERIFY LOCATION) 3' Ab Ib RAINBIRD 1806 SAM-PRS 6" POP-UP TURF SPRAY LOW GPM U-12FU-12H,U-12Q 3600 18(T 909 2.40 1.20 .60 25 11' A
S. FREC4-ARIED OR FRECYCLW WATM (5) - BQ 2! V 70
AEI-CASC CIVIL ENGINEERING AEI-CASC CIVIL ENGINEERING 0 n t, RAINBIRD 1806 SAM-PRS 6" POP-UP TURF SPRAY LOW ANGLE 10F,10H,10Q (11OVAN IF REQ'D.) 360- 18(Y 90- 1.44 .72 .36 25 9- A
TOTAL POINTS Ct.AHIS>, APPROVED WATER IMPROVEMENT PLANS. APPROVED WATER IMPROVEMENT PLANS. IOF - - - 2! IW III r7j RAJNBIRD 1812 SAM-PRS 12- POP-UP SHRUB SPRAY LOW GPM 18F.18H,18Q (18VAN IF REQ'D.) 3600 18Cr 90* 4.862.43 1.22 25 17' __B
(MINRIJM POINTS FREWIRM: 60) TRACT NO. TRACT NO. _j_4Z§2_-_j_ IOH 2' fr 7' 10! 111 -----------
JAZ52=L'. lor 2' "r RAJNBIRD 1812 SAM-PRS 12" POP-UP SHRUB SPRAY 15F,15H,15Q (15VAN IF' REQ'g)._360' 18(T 900 3.30 1.65 .83 25 14' B
PAGE NO. OF P.O.C. PAGE NO. OF P.O.C. _JSBEJJ_2,_�� IOQ 110'
__WA1EftJMERQYEMEHL_ELAN5__ RAINBIRD 1812 SAM-PRS 12'* POP-UP SHRUB SPRAY LOW GPM 12F,12H.12Q (12VAN IF REQ'Q.) 360' 18Cr 90- 2.40 1.20 .60 25 11, B
IRFMTM CONTROLLM 12F 31 8! 10' Ir V RAJNBIRD 1812 SAM-PRS 12" POP-UP SHRUB SPRAY LOW ANGLE 10F,10H,10Q (10VAN IF REQ'g�360* 18Cr 900 1.44 .72 .36
P.O.C. METER SIZE P.O.C.
A B 3±22&Q- _.I±UJA- METER SIZE _47- Ina r S V Ir 10' 25 9 B
DOMESTIC SERVICE (PROVIDED BY OWNER). DOMES11C SERVICE (PROVIDED BY OWNER). 121T r x W W 111 12' RAINBIRD TREE BUBBLER 1401 360' TRICKLE 0.25 25 BUB J
D CALSENSE CONTROLLERS. SEE IRRIGATION LEGEND 12H 4! 4! Ir fly Ir 1 1 1
12T ir r 10` I:e PROPO LOCATION PER TREE PLANTING PLAN SHEET L-121
FOR SPECIFICATIONS AND MODEL NUMBER. STATIC PRESSURE IN _jj3._MI STATIC PRESSURE IN _jAj_R2_ 12Q Ir 10' 12!
CONTACT: ERIN HAGEN CELL(760) 580-1835 CUCAMONGA COUNTY WATER DISTRICT CUCAMONGA COUNTY WATER DISTRICT
INFORMATION FROM: L S INFORMATION FROM: 15F W *r W Is 1111111"TH1101 LWOOD
H L_WVA_ ___Ei mill 157Q fr r Ir 15,
DATE: DATE: 1511T is -_D ETAI L
SEE DETAIL --M-, SHEET 12! IV SYMBOL LEGEND- MAKER MODEL NUMBER-DESCRIPTION
15H 4! -CP-PRS-D PRESSURE REDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR SIZE
CONTRACTOR SHALL VERIFY ELECTRICAL STUB 15T 3' 0! Ir Ir RAINBIRD EFB
150 IV
LOCATION AND INSTALL CONDUIT SWEEP THROUGH 0 RAINBIRD EFB-CP-PRS-D PRESSURE REDUCING BRASS REMOTE CONTROL VALVE. SEE SHEET L-12 I
155Q I2xIr 14xW IOXIW 2MtW 2WV
PAD INTO STRONG BOX FOR FINAL SETTING OF METER 17SST 9XIIr 9091 9x24! bW NOT SHOWN CARSON VALVES TO BE PLACED IN A CARSON OR APPROVED EQUAL VALVE BOX N/A
BY UTILITY COMPANY. CONTRACTOR IS RESPONSIBLE 15CST 402! 4x22! 4xW 4x3W 4x4W
- 4x24! Cb RAINBIRD 44 LRC QUICK COUPLERS EVERY 150 INSTALL IN GROUNDCOVER. L
FOR FINAL POWER CONNECTION(S). IN ADDITION, 15SST 4x2,V 4X20' 4x3W
15ESr 404? 408' 4)W
CONTRACTOR SHALL PROVIDE A GROUNDED WATERPROOF I I I I N/A
I - ------J- I I - WILKENS 500 HLR PRESSURE REGULATOR - 2%"
_iFm_mm & SMALL. ROM-SM----EA-M P ATIONIS
825-YD, 4- BACKFLOW PLACED IN A GUARD SHACK BACKFLOW COVER MODEL CGS-NP-1 OR
OUTLET WITHIN STRONG BOX.
A-8 51 1 2! 3! 99 FEBCO CGS-NP-1.5 DEPENDING ON INSTALLATION DIMENSIONS. USE CONCRETE BASE. COLOR TO BE F
CONTRACTOR SHALL COORDINATE FINAL CONTROLLER(S) 5N_8 IV 1 0 r
SELECTED BY CITY OF RANCHO CUCAMONGA REPRESENTATIVE
LOCATION IN ADVANCE WITH THE CITY OF RANCHO 5Q_8 CALSENSE FM-1.5 FLOW METER H
CUCAMONGA TO VERIFY RECEPTION. 5CSr-B 70 Ir 3'
18F-SLA 10" if?
0 fat. . ..... 14! SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC DIAPHRAGM 3 MASTER GLOBE VALVE I
Ar7 ...... ISH-SLA IT Ifr
tow Ie! & SMALLER - WATTS TPBV-D SCH 80, 2" & LARGER - WATTS 403RT-RW-NRS RINGTITE
7_1 I - 2* 5' 8! i:r
4y NIBCO K
22FSS - - it 4! 12! Ir 21"
4
12
IVA TROLLER 'A- ET-2000e-8-MR-RRe-RRe DOME W/ A TP-1 10 AND TP-I BOARD
22H-SS I:r 18' 22! CON
220-SS 15' 2W
we r Or I Icr I I
I Ir CONTROLLER 'B* ET-20OOe-12-M-RRe-RRe DOME TO HAVE TP-1 BOARD,
Ift 4: 4 -
MMEMDED COMBI1MKTW TO ACHM CATAM PERIFORMAMM AT 30 CONTROLLER 'C" ET-20OOe-8-M-RRe-RRe DOME TO HAVE TP-11 BOARD,
4 to SCII
'D- ET-20OOe-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD,
�V4
21/2"
r Lr WIS AM A MAT 50 PSI FOR 10 MINUTES PRIOR 70 TAKING DISTANCE ME4SUREMERM DIST#= MAY VARY
CONTROLLER
to
lP PRESSURES AND LIONIMR RUN 7IMES.
A4 07 CONTROLLER 'E'- ET-20OOe-12-M-RRe-RRe DOME TO HAVE TP-1 BOARD,
D
CONTROLLER IF': ET-2000e-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD
`37, SLORY WITH HIM
CALSENSE
I V10 I E F M,N
r 15117 CONTROLLER 'G- ET-2000e-12-M-RRe-RRe DOME TO HAVE TP-1 BOARD
41 7626-'
47 lZi'l ET-2000e-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD
WYO MAXIMUM 10' BETWEEN METER AND CONTROLLER 'H'
A"T
K AND BACKFLOW PREVENTER.
ALSO NEEDED: WG-1, RB-1, RR-DOME, PHONE WIRE TO 'A' CONTROLLER. CONTROLLER'S ARE
2, q
4 TO BE LINKED WITH P-7171-D COMMUNICATION CABLE INSIDE CONDUIT AND HOUSED IN THE
67
A4
6' STORAGE ROOM OF THE RESTROOM BUILDING. SEE PLAN FOR CONTROLLER LOCATIONS. EACH
4
21 0401W CONTROLLER IS TO ALSO HAVE (1) EICON REMOTE CONTROL RECEIVER.
NOTE- ONLY NEED 1 TP-110 IF WIRED CORRECTLY "IN SERIES" IN THE BEGINNING.
lq 2 '
4yq A it
APPROVED SEE PLAN FOR SIZE, MIN. COVER 18" D
i7 PVC CLASS 315 MAINLINE, SIZE 2" OR GREATER
98 APPROVED PVC SCHEDULE 40 MAINLINE, SIZE LESS THAN 2" SEE PLAN FOR SIZE. MIN. COVER 18" D
ej,�F- .4% mm MEN= mm
54
1 141 4
#a:! ft*2 1/2
4Q1 '444
APPROVED PVC SCH 40 SLEEVES TO BE TWICE SIZE OF THE SLEEVED PIPE OR AS NOTED, MIN. COVER 12"
0 1"Y lif - E
0 IZ`14 It
g
vo
PVC SCH 40 LATERAL LINE, SEE PLAN FOR SIZE, MIN. COVER 12 D
A CARSON 1419-13B INDUSTRY PULL BOX MARKED 'ELECTRIC' W/ 36- EXPANSION LOOPS IN BOX, 7YP. P
APPROVED
16 "F4A;,1W mow 4W* 4%
oft- %to `__--_1_____........,_
Ar2 54 0 4 A0 02
1419
PROPOSED ELECTRICAL SERVICE PER UTIUTY PLANS N/A
7_1
14M 'it , "IN\,
44 . X10 81
cp
sow
11/4" NJ I
ftft PROPOSED 4" DOMESTIC WATER METER PER CUCAMONGA VALLEY WATER DISTRICT N/A
...........
too Oft
............
E-1 N/A
CONTINUATION OF LATERAL OR MAINLINE, REFER TO ADJACENT MATCHLINE SHEET NO. 0%
01 All
I VIP ffm 91
LW PROVIDE MAINLINE GATE VALVE/VALVE BOX FOR FUTURE USE N/A
0 2/7,- A v 11
44, OIL*
-NO./
37 VALVE
ftft
3 ftft
_i0 x-------------- I 4r.
11/4" 3" Af 41% Aj &0/'-""-GF`M
A-1 67 1 0 oft 6 UENCE
0 17/ soft ONTROLLER SEQ C%
1V
4 VALVE SIZE 200/,-,\SQ. FT.
40
7M Mir
% I _-�_
I 1 11 ---
3y ,
"m" sift
to" 2Y211 lift
Z 72 VALVE LEGEM
/1-1/2 r 21/21'
Now low
2"
J� soft
1/2 to
10 '/4-"
4
RON
g
2' �'_l
�4 to oft
1/4 2"
21/21 was Q7 61
11/2
3o,
NI 4
i1v 1/2 i1xI 2Y2
11/411 1, OF
JR0 Milla
4 Olson
4
3 4 1*1 .
x 4
T111- 10146
-T \I
lon
1/2
'Y2 *% 2 1Y
q
q
q
11/2 it IV
m
7� 1z
4W ol
11/4"
I FIF::
%
It 411
2
4
1/4
I! 11 . ! 3/
JY2
3/,
H-2 023/, to 3
1/2 to 11
25Uif
2
4
2 g6m
to yr AVI�
'/4
4 3 31� Mtq
/4'
�,y
3
to 3j /4
11/2
3y 3,/ " 00
k
2"
F
f 3 3 h
"T- it ## r� , , 1 1 '!
3 If 1 L ".
3/
to
4
A to
Y4 /4
I It/ 12 4 1
ly
7, 61
ADDITIONAL IRRK3A7M NOTES 11/4 41
41
3 3
2/,, f\f I P, �11- 1 11 11 !, I
,z y/2 t ` m
4 IN I a
if 3
IN /4
ADJUSTMENTS IN THE FINAL LOCATION OF IRRIGATION. to
PLANTING AREA AND ALLOW IN THE BID PRICE FOR MINOR V/211
CONTRACTOR SHALL ALLOW FOR ON-SITE MODIFICATION OF goo SM NM�\NAWS MOW /4
NO
It V4 to '/4 1
A& 4 -Do
CITY
7
CONTRACTOR SHALL REVIEW V
ALVE SEQUENCING WITH
AND OBTAIN APPROVAL OF SEQUENCING PLAN PRIOR TO It '/4
IV 2
INSTALLATION.
I z1+ 2`1
2"
W i
j I /W, it
2" 1/2 .....llli;�� 11 1
3 CRY
NOTES- T '/4
C 3 /4' 0
2" y 1, 1" a DESCRIPTION OF REVISION DA L
R
I APPROVED
1. ALL PIPING SHALL MEET IAPMO AND NSF STANDARDS '/4 to 11/4 01 H-4 43
of TV,
FOR PVC TYPE 1, GRADE 1 PIPE
'W 44
3" IN4
oft 3/4:
-SIZE of 0
2. CONTRACTOR SHALL PROVIDE SLEEVING (TWICE THE 3/ ,,
/C-2 32
OF LATERAL/MAINUNE) FOR ALL LATERALS OR MAINLINE C-1 14
74
LOCATED UNDER SIDEWALKS, COBBLES, STREETS AND
WALLS UNLESS OTHERWISE NOTED. 11/10 1231 1 V10 am 27 HIS 42
/4 _/4 .....-,
1 Me art A I I _705� JF1 11/4'1
3
f; 1C. _74
3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, 31 it
MIN 4 74 'to t
ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN is -11111 4
CLARIFICATION ONLY AND SHALL BE INSTALLED IN 2 CITY OF RANCHO CUCAMONGA
PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR 05 H4 12
SHALL LOCATE ALL VALVES IN INCONSPICUOUS SHRUB 20 to
N, in W19
----------
AREAS. FLOWSENSORCABLE % RANCHO SUMMIT OLIVE GROVE PARK
to
FURNISH AND INSTALL DIFFERENT COLOR FROM
4. FOR GENERAL IRRIGATION NOTES SEE SHEET AND 4
1zzJA- CONTROLLER WIRES FLOW SENSOR CABLE: 4 J6
NOTE TO CONMCTOR IRRIGATION PLAN
ARIZONA ELECTRICAL FABRICATORS MODEL NO.
5. CONTRACTOR SHALL MINIMIZE OVERSPRAY USING THE 9516-2SP. TREES ARE TO BE PLACED A MINIMUM OF A4 4 V
FOLLOWING METHODS.
INSTALL CABLE IN A 1 PVC SCHEDULE 40 15 FEET AWAY FROM ANY MAINLINE. 3
A) CONTRACTOR SHALL USE RAINBIRD PCS SCREENS TO /A/
CONDUIT, MINIMUM. /4 PULTE HMMMEL WEBB
ACHIEVE PROPER COVERAGE. REFER TO PCS CHART.
31 2" to
Approved By DATE.
B) IRRIGATION LAYOUT WAS DESIGNED SO THAT IRRIGATION
CITY ENGINEER vex RCE NO. 24953
HEADS ARE NOT REDUCED MORE THAN 75X OF RADIUS Vm" CONTFMUM VARES PUMP MAINUNE MD VANUNE Fff71NQ8
PULL BOX
(HUNTER'S ALLOWABLE REDUCTION FACTOR). CONTRACTOR SHALL PROVIDE AN APPROVED PULL DESIGNED BY. Mommmummom---------immommmmm RECOMMENDED:
CONTRACTOR TO PROVIDE AND INSTALL BRASS MAINLINE mommommIL...............anon= WW105
z 1IM11111 ____-___ I - DATE:
BOX AT LOCATIONS SHOWN WITH 3 EXTRA CONTROL 4QV BQNIC
6. ALL QUICK COUPLERS FOR USE AROUND PICNIC AREA AND FITTINGS W-O" MIN. BEFORE ENTERING AND 5'-0" A AO
0
WIRES AND ONE COMMON WIRE WITH (1) ORANGE S4
TO BE POTABLE WATER. MIN. AFTER EXITING THE PUMP ENCLOSURE.
WIRE FROM CONTROLLER LOCATION TO FARTHEST E4 07 sa DRAWN BY. 150 Paularino Ave., SHEET I
CONTRACTOR TO PROVIDE AND CONNECT BRASS 67 1 W 1=4
7. ALL PVC IRRIGATION FITTINGS ARE TO BE SCH. 80. POINT IN BOTH DIRECTIONS WITH 36" EXPANSION MAINLINE AND FTTTINGS INSIDE THE PUMP ENCLOSURE LP W5 go 11iii- MC4JC4JD Suite 160, L-1 0 OF 33 40
LOOPS FOR FUTURE STATIONS. TO THE BRONZE UNION ADAPTER. CHECKED BY. Costa Mesa, 0 WING NO,
SCALEm. I I W A s s o c i a t e s California 92626 - 4000
BC Lan scape Arc ftecture (714)434-M3 (714)434-9109FAX ;L -7 1
1 1
-----------
5"
1104'
Nam
87
C-8 67
win • • •r M t 11/�Pr '
HEAD SYMBOL CEN L U E — C ! T! Z A SI IU L
�. `"
HUNTER
_7_40-ADS-43 " T POP-UP 43 Q• 13. '
1 11/41° " M1 4 ,...., .n :....,..".n.r,...rY,:Y , 87 AL
HUN !— " T — 3 1 1 • '
20 d yd 1 rr
2% a -j! 11/z't ° 11/4�h 87
HUNTER1-40-36S-43 " TQC —U ' 1 '
HUNTER (-2Q—AQS-3•
1�4� '�'� f y4 �, °�u 5 6" ROTOR POP—UP 3.5 90` 3.4 5(3 4Cr C
AV Ii
`. HUN 1-20-ADS-3.5T —U 3 180$ • '
IA. it
rrr
1 j 1 �`' HUNTER 1-20-36S-3.5 6" ROTOR POP—UP 3.5 1 32.4 50 4 C
r
3/4 w, q HUN i— — — 1 " T — 3•Q ° •7 '
jf` x 1 11 s''f / 1%II AL HU I— — • 1 " POPof —UP 180-1 •7 d ' C
1 Pfd" � N !- H —3 — 1 T — • 0' .7 Q 38' C
er `~" aft I 1 A — " —UP • • • 3 5 14' A
1 ff 11/4 21/21 2/z �� `�`,, ..` 21/2
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17/2!1 _ 3/4 t fi 3 }s, I 1812 — 1 " —U H Y L L 1 ,1 ,1 1 V I • ° 1 % 1.4 . '
/ 1 f` /4 r1. RAINBIRD1401 ` TRICKLE U U
0 4-
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4 '^ 1/4 *y 1/Z f r 114 N ha~^ 4 T LOCATION P T PLANTING Lt
21
<a
L kms.
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414
SYMBOL LEGEND MAKERLNUMBER-DESCRIPTION DETAIL1r,3j 1/4 F — —P —I CI CONTROL VALVE, I I/`' 4 21RAINB!
4h`1z„ 2
z59RAINB1of �`•4 .`. { 0
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4 1ft b\4 rr 1 1
5 k ' PRESSUREREDUCINGS T L
VALVE. H L-1 I1/t 1/z" 2r 2112 VL T ! C V LVLVE BOX N/A
TSHOWN CARSON
11/z°' 1/4
21 11/z
/ if V I 4 G QUICK L Y 150' INSTALL I V •4 L
2
r'S ;;�„,443;L`++,,w, `.,;i"n'.+, j44':1'fY":.� 1M.q„h:.."4,4 1 `!1,,,y�".,.`1,,'S.. 'a,.,, ,�`"''.*e b...""'_....,....,,,,, ..«.an„, ,..,,.w.,<,..:°."*a.,,,..0.n'+u.�,•((,/ ri'^ ,., +v,,,,, 11� .'''Y >u$ a``'tys� rr,\� eF
/4" 67 WILKENS U 34
it 2 1rp " 825-YD, " BACKFLOW .P C I....
GUARDSHACK F
L L CGS—NP-1
r 74113
1
11/4FC CGS-NP-1.5DEPENDING INSTALLATION DIMENSIONS. U C • L TO BE F
"nsti LCT CITY OF RANCHOCUCAMONGA REPRESENTATIVE1/zrr1/4 —1• L
OW METER
G4 1B CALSENSE FM
4rn ;^•t
f
1fk" I 1 I NORMALLY ELECTRIC I " L VALVE
•37 4 � 1/4/ r 1er I
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.:
1 0a+x
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•®• • AND WITH PHONE MODEM
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INSIDE M,N
37
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/ '°3
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# r•.. 11/11/4 . 4fCA C 15MAINLINE, SIZE2" — N SIZE, l 1 "
2 31 1 1/ 1/4 /411/z31/zV V H MAINLINE, I L " — E F l« ffi { . 1 "
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/077 67A 4 -74709 1/21 7i Lwi�
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CARSON 1419-13B INDUSTRY PU A K "ELECTRIC' / " EXPANSION LOOPS IN BOX,33 01
ELECTRICAL G LI f
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21iSIM11/4 / mom= NON=
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/ 201
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CITY
� dy 1A,
DESCRIPTION OF REVISION DATE
APPROVED
12065
;
'/ <.,v
ae. NNO
22, x4 "\L
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IRRIGATION PLAN
i F
x Y 4L o
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3f4 s�" ,a p , sr r r oApprovedBY
CIrY ENGINEER RCE NO. 24953
' ��r J`• c�,�<�, ��Y DESIGNED BY: RECOMMENDED:
w
DRAWN BY: 1 aularino Ave., SHEET Cow
ie 1 F 33 OMW
>. SCALE: CHECKED BY.
Costa Mesa, DRAWfNG NQ.
10 W BC
Associates California9 6
Landscape Architecture
(714)4 3 (714)434-9109FAX
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3
go i
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t.
` F 29
[3 RAMIRD DUMDUM
71b
MOM"jjqER4mmPr10N PETAL
' 1J� PSEE FLMFOR
81ZE EleC
11
PFE OR AS NOTED,MIN COVER
AppROVW pvr,SCM 40&Egyo To BE 7=5 SUM Or-SLEEVED
MR COVER 12N. PA
Jr
40 LATERAL LIM SM PLAN FOR amm
PVC SC"
p r J fl u11
,•
f�,� SSS � s
•' r' T� 7,5
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moves
F*Lm SHEET 6A613
7f *AMR
AND SIFICATIONS
TCHLINE SEE
411
SHEET
in Hamm
tA
4t A
CALOLLATONS FA
sr +.,fir a 2hF'-; Qhh"y It t
ATE1/2
METE A. 3+92.60 a , .. 4
ELEVATION 1501' ,>. k° .- 4
STATIC PRESSURE HIGH 159 psi LqIQ 2 LI
, IX
USSEL SILV `�`
SOURCE F INFORMATION
PHO N E
J � F
ATE OF INFORMATION 4200
Flife
12
1845'
(REQUIRED IF STATIC
,G,L. ELEVATION
a
PRESSURE UNKNOWN) ?
WATERMETERELVATI 1477
368' X .433 15 PSI
HIGHEST
"
r{ Jj SIZE 4" OTE CONTROL VL/-7
- REMOTE CONTROL VALVE
REMOTE C NTROL VALVE h 'A-1 TECONVALVE MAXIMUM DEMAND . . 2 G.P.M. A DA
ETE 'A' 2G.P. 146
MAXIMUM DEMAND FOR
MAXIMUMMA f METER'A' F IIET iEA ' ;V``
ELEVATION 1471' EL
1471°
1j79:__ OF HIGHEST HEAD
ELEVATION OF HIGHEST HEA
ELEVATION HIRE T HEAD
I
21
SIZE {TEM P.S.I,LOSS TY. Sa P.S.I.LOSS
SIZE I p. .1:LOSS T SIZE ITE P. .t.LOSS TY. ,„
TY, " 4" WATER METER 6 psi 4" jER ia_, psi "~ "~� e
�w � "°.
4" ATE METER 6 psf 4 WATER METER 6 si ----�--- �w
" 11, i " R.P.BACKFLOW DEVICE 11,5 psi 4" R.P. FL EVICET°5 si
" R.P.BACKFLOW DEVICE 11_, si 4 , . ACKFLO DEVICE 5 si 21 PRESS. G.(F FF} > psi
" .5" PRESS.REG.(FALL-OFF} -�
1 » Ih
- si ' PRESS,REG:(FALL-OFF} 5 psi " 1 sig •. �A "� �., ,�_,, .��. w- .�� w
2 ESS.REG.(FALL OFF} " 1 si FLOW METER._ :ti `~
" FL METER 1 si FL METER 1 l FL METER
1,4 psi 3" MASTER VALVE 1.4 psi'` '�;7:�• .`'`�. ~� � �x
-1.4--psi- 3" MASTER VALVE ,. n . . "' f`
3" AST VALVE 1, psi " MASTER VALVE2 J -�,��,. - -
VALVE } 2 psi 2 2 " GAT VALVE I } ,psi ,`,z
2
psi " GATE 1 .� ��� _ gat' :
t " ATE VALVE(S) si 2� " ATE V LVE IS} ,��
C�:
; ,
.16 psi 3 MAIN LINE 4, si - _ n .�w tt f u
1 f ` 2, " MAIN LINE
Ill 11 EIJI
mill
' ' " AIN LIE 7, sf ' 2' " AIN L{ t " 030 - ��._� r
,3 si ` " MAIN LINE ,3CI psi 25 I LIE ;; w~� .. .� . :E own
t » 1 LIE pS' ° " f LINE MED
2.37 psi 1 " C.V.ASSEMBLY 3: psi `Y q �w, ""'� ' .F` ;
" . 7 psi " .C.V.ASSEMBLY
2.00 psi 2" R.C.V.ASSEMBLY �^;
R.C.V.ASSEMBLY
° t " 5 si 3i` 11 " LATERAL LINE LOSS .3 psi 3 ' j-1111 LATERAL LINE LOSS °'4' si °
• " 1.30 Si 30 1 LATERAL LINE LOSS 28
,2t3 Si
4 1 LATERAL LI ELS ` " dt
41' 1 " SS .73 psi 2" LATERAL LINE LOSS •5 psi 1" LATE AL LINE LOSSY4 �.
LATERAL LINE L
si , " _ ' " ,72 psi 2 27 psi k' ,p KK
4 1 LAT L L{NE LOS LATE L Lt L SS ,45 psi 1 2 LATERAL LINE LOSS LATERAL LINE LOSE µMwp '` ,. 1`
•,
14` ' LTE L LINE L SS 1. 3 si " , 7 si � 3 t► �E g
11 2 LATERAL LINE LOSS 4 ~� ,p
t
y Rr'�
cif #fez k k
a �£, p` i
%
itt h1<"` F' a�lf r
1 si
FITTING LOSS 110%} 1 .00 psi FITTING LOSS 110%} 10,00_ i FITTING LOSS(10%) .7 psi k# ' ,
SS 10% t - ° ELEVATION CHANGE 1+/-} - psf �' f
FITTING L 1 } LETIO CHANGE 1+!-} 2. 0 si
�'
' + - 0 psi 7`
ELEVATION CHANGE 1+/-} -2.17 si E "
-7 ELEVAT! CA GE 1 ! } "` ®♦
t`" {;
g ro.
P 3', $ a Sf 7S ft ; a
47.64 psi TOTAL SYSTEM LOSSES: 47.80 psi TOTAL SYSTEM LOSSES:
2 psi �� ~ ,4 s ! t
SYSTEM LOSSES' 46.97 psi TOTAL SYSTEM LOSSES: 50®00 psi __.
TOTAL ®00 si 0,00 psi PRESSURE TO OPERATE HEAD:
si PRESSURE TO OPE ATE HE p PRESSURE TO OPERATE HEAD:
�.Y% :311 .� --~mow �°�,�TM `""`^ ��;�
PRESSURE T OPERATE H p R
. 4 psi TOTAL PRESSUREREQUIRED: 7. psi TOTAL PRESSURE REQUIRED:
0.3 psi
1 si
REQUIRED: 96,97 si TOTAL PRESSURE REQUIRED: si 0 EST STATIC PRESSURE AVAlLAOLE: P
TOTAL PRESSURE RE AVAILABLE: L
3 si STATIC PRESSOR ___113-P ''�5 °�� �• � g�' q tt
T TIC PRESSURE 143 LO EST STATIC PRESSURE AIL LE. 1 p LO EST -
LOWEST PRE-SET REGULATED PRESSURE IIF REQUIRED):
1 tt ,� t
REGULATED PRESSURE IIF E Ul D}: PRE-SET REGULATED PRESSURE IIF REQUIRED}: '' e
- PRE-SET
PRE-SET REGULATED PRESSURE IIF REQUIRED): - BOOSTER PUMP: - BOOSTER PUMP:
- ST PUMP: 52. psi .
PUMP.
45.20 i RESIDUAL ATE PRESSURE;
u
BOOSTER 45_,1 psi RESIDUAL ATE PRESSURE;
P
RESIDUAL ATE PRESSURE 46.03 psi RESIDUAL WATER PRESSURE
20 psi ``
i RESIDUAL WATER PRESSURE: 20 psi CITY REQUIRED RESIDUAL TER PRESSURE: Psi . CITY QUI RESIDUAL WATER PRESSURE: '.. .y
Y DIRE R
TE PRESSURE: CITE t�
CITY REQUIRED RESIDUAL `: 3'
xWA
s
+,:
VALVE'S E-7,F-4,G-10,H-4 ':% '
WATERMETAlf
ER +92. 0 SIZE R
ELEVATION 1501
15 i LO 143 si
PRESSUREHIGH �w
STATIC ` ;
SOURCE OF INFORMATIONUS EL ILVA ¢'
PHONE NUM 9 ) 3`7 %
TE INFORMATION
J , 4 2003 4
1 (REQUIREDIF STATIC
H.G.L.MEA ELEVATION
PRESSURE UNKNOWN)
h p i
1 77` n rt M x
WATER METE ELEVATION
' 159 SI
X .433=
SIZE 4" �t 7 It u: x
}} � r
kj %SCID
.. i
-10 REMOTE CONTROL VALVE ;' t 142
®t
EMOTE CONTROL VLV •, ri 1 ~- k y}t t
;a , ',x':-....'.r y '' � S k i. S
OTE CONTROL VALVE -7 E OTE,CONTROL ALVF-53 ,P. .
MAXIMUM DEA F METE ° ' 3 G. , , MAXIMUM DEMAND FOR METE " ` 2 ,P, MAXI U E ETE ' ' _:
HIGHEST HEA 1474'" 4 " ,. tt
MAXIMUMDEMAND F ET • '
147!L-
"0,ELEVATION F HIGHEST HEA 1 1' ELEVATION OF HIGHEST HEA 1 3 ELEVATION F rz '
" r> ani
ELEVATIONOF HIGHEST HEAD
,tk (• a 5
P. .t.LgSS T SIZE IT P.S.t.LOSS
TY. SIZE ITE P.S.I.LOSS TY. SIZE ITE P.S.I.LOSS
,. s-
TY. Sl ITE , V °. �►
4, SI
4. si 4" ATE METER
en
" 4.5 si 4" WATER METER p k
" 4. r 4 E MET
TE METER 10. psi 4" P. ACKLO EVICE 10.5 si k
" EVICE 10,5 I 4" R.P.BACKFLOW DEVICE '"� '} ALtF
BACKFLOWVICE 1 . si R.P.PBACKFLOW 2 PRESS.REG,(FALL-OFF} 4,75 psi ESS,REG.(FALL-OFF} 4.75 psi
� . k
1 " 4,75 i 2 "
'PRESS. E .IF LL-OFF} ,75 si F 3d
PRESS. E .(FALL-OFF)F} " �, 4 ; ' s
1 i ;. i; CITY
" 1 Si FLOW METER 1 SI 2 FL METER Utz ,, a bX }� DESCRIPTION OF REVISION DATE APPROVED
" L MET 1 psi 2 L METER P
1, psi " MASTER VALVE 1,4 psi " MASTER VALVE 1.4 psi MASTER VALVE 1® psi
-a„- � h,
�.
" MASTER VALVE _ P VALVE i } 3 Psi " GATE VALVE t5} 2 pat ui�h ,, `' '� � h•° �, fi.
2� " GATE VALVE tS} psi 3 " ATE VALVE IS} vs
psi 3 2 GAT 4, si
" 15.65 Psi 7 24 " MAIN LINE 11. psi 0' 2" AI LINEI'l` AT
�. i
666' 2' " AIN LINE
10.72_psi 11 2 I LIE P .23 psi �` `
1
.'c ` 4 •
,23 PSI 25' 6" MAIN LINE ,23 psi 25' 6" MAIN LINE
' " AI LINE ,23 Psi 2 ` " AIN LIE 1, psi -
3.5 sI 1" C.V.ASSEMBLY
LY4 ..
" I 1 f " C.V.ASSEMBLY 2 psi 2" R.C.V.ASSEMBLY , Y
1R.C.V.ASSEMBLY P ' w
psi
► " .47 si 00
2 ` 3 4" LATE AL Lt E LOSS :. ;�
" , stM -%K ' GA
t 1" LATERAL LINE LOSS .41 Psi 1 " LATERAL LINE LOSS .43 si = q" psi �°_ k 's '-`J T\/ rN ' JAINU�IU UUM
1 LATERAL LINE LOSS t " ,37 psi 1 2 LATERAL LINE LOSS 14 3 LATERAL LINE LOSS
t " psi 1' LATERAL LINE LOSS 4 ' 1" LATERAL LI LOSS 1,41 psi z� ;
jr .
4 LTE AL LI ELS P � �. s i �'
" f-39 sl 1! 21 " LATERAL LINE LOSS , i
1 LATERAL LIN LOSS
... „.e r yOLIVE GROVE PARK
yx
° 1' " LTE L LI ELSRANCHO SUMMIT
° 14 " LATERAL LINE LOS68 psi
1 1 LATERAL LINE LOSS
- ti ti
yYr tr"
,4 psf '°F?8� °,4 aJj ?�
4' 1 " LATERAL LINE LOSS
.04 sl r T
IRRIGATION PLAN
21 " LATERAL LINE LOSS
FITTING LOSS 110%) ,17 psi { 4` a c;cr
® 1 i FITTING LOSS 114%} psi �' ,, ;F$
® 1 .1 psi FITTING LOSS 110 } °, n`{YsY > ;� .�°h'F ;F
FITTINGLOSS 110/} , ELEVATION CHANGE 1+/-} -1,3 si
' + - -j.30 si --17'
ELEVATION CHANGE t+/-} -- i -14' ELEVATION CHANGE 1+!-}. - ,0gi `= . ,,r � 1.
rr' Approved By
-7 ELEVATION C t / } l n v f,
\fin s5. eNi", T' A'"J <µ * ~'C`f ,..,,'`
21953
42.2 psi �?' 'b. 1 .°' �� }� ,� CITY ENGINEER RCE NO.
7.41 psi TOTAL SYSTEM LOSSES: .7 psi TOTAL SYSTEM LOSSES:
a; _ hr� Kq;'
TTL SYSTEM LOSSES: 51.31 psi TOTAL SYSTEMLOSSES: 0.0 si PRESSURE TO OPERATE HEAD; 0-00
s' }a Ib G � µ��� % BY.' RECOMMENDED:
,0 si PRESSURE TO OPERATE HEAD: $i ESSURE TO OPERATE HEA
ESUS
T OPERATE HEA m � DESIGNED ",,And I
2,2 si �, _
7.41 psi TOTAL PRESSURE REQUIRED: si TOTAL PRESSURE !`V � 'e %
'2L-31 sI TTL PRESSURE EUI p S E AVAILABLE- 1 si
TOTAL ESSU EREQUIRED: PRESSURE AVAILABLE: 143 Si LOWEST STATIC {: f
'° , ' DRAWN....................
BY' NM -I ul rRn� v .® SHEET
LOWEST STATIC PRESSURE AVAILABLE: 143 S� LO EST STATIC PRESSURE AVAILABLE: 143 psi LOWEST STATIC - _ ,u� 33
REGULATED PRESSURE IIF REQUIRED): PRE-SET REGULATED PRESSURE 1!F UIRED}: f,t �
- PRE-SET REGULATED PRESSURE IIF REQUIRED): -- PRE-SET _ `�
PRE-SET
REGULATEDPRESSURE(!F REQUIRED)- _ - QST PUMP:
Costa
160, F
BOOSTER PUMP; BOOSTERPUMP:
PUMP: - . 1 psi RESIDUAL WATER PRESSURE; 50,74 psi "_.• ,
BOOSTERP F Csta s2t,
45,5 psi RESIDUAL WATER PRESSURE: '" DRAWING NO.
RESIDUAL ATE PRESSU E: 1, psi RESIDUAL WATER PRESSURE: 0 psi CHECKED BY:
20 si L WATER PRESSURE; 0 psi CITY REQUIRE RESIDUAL WATER PRESSURE: • A s s a i s t s s 4)434- nla 9262
CITY REQUIREDRESIDUAL ATE
PRESSURE -psi CITY REQUIRED RESIDUAL ATE PRESSURE: CITY REQUIRED RESIDUA y,. tr�a>�aa save t71b}43a s�OS Fax
Landscape Architecture
HI-POP SHRUB HEAD BODY SET T
CONTROLLER TO BE INSTALLED IN THE STORAGE ROOM 1/4" ABOVE FINISH GRADE
OF THE RESTROOM BUILDING ON THE WALL.
-SIDEWALKS. CURBS.
FINISH GRADE
WALLS, ETC.
6` D I (S E N )
toMIN.
ROUND PLASTIC VALVE O
I II lI II III _ .
1 IGA O N
.` a.:�d'. .�,� °•'�
•C'•••• R••®••®®
ETCHED "II TION
LR DOME NAP T
OXY FILLED LOCATED A ( R EQUAL)
TI .
4 °
®
�
° I I _wII
({
II II II S-IIII III IIIIIII IIIIIII II `
I°°
PER
AN
I I IIIIIIIII II
COAXIAL G
OUTSIDE OF A s i
NI GRADE E ---IIIIIIIII_II(I�-II IIII
MODEL
-
I1=II1IREPRESENTATIVE. GA NO. P PLANS
EPDXYCONNECTORC I I I IItl
K
F
I
-
V S PIG TTRE SPECS. FOR MATERIAL
C N HARNESS N ( .24LG) RO COMPACTION REQUIRED
120 LT DUPLEXRESIU E _ "
OR LARGER WITH
OUTLET C - . CN _1 0 2" TIN WATERPROOF a E R n XcWIRPROVIDE " I .O . EQU H CIN1CONNECTIONS OF SAND
MIN IPSMATCH CONTROLLER GLID. AT IN E DING S DING
VALVE TURF AREAS AND 3* ABOVE IN
ELECTRICAL RING SI a T B � . .... . ... .. ' .. .•
SHALLBE IN CONTROLLER PIC TAIL EXPANSION 4'c =I I ... °' ..... . . ','., ......... ° '." I
MOUNT AREA. Ft WIRES N® LOOP (MIN.24LONG) , . . .. . .... ., `
" " C INSTALLII ' . . -
ALL NEC11 S Fl NEC E
E WATERTIGHTTDOOR EURE.... II
WLEX
-
®_
®I"
I I I
II-�III II
f
II I
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I
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SCH
{
E C ECf SCONNECTIONS S `°'` ""'° ° SUPPLY LINE STREET INSTALLIMMEDIATELY . ..., , ...,.
INSTALLING 1=1 I I .. .... . -NON-PRESSURE
ENCLOSURE MOUNT BLACK PRESSURE SUPPLY LINE NG .
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CARgPJLLY SMOaN ALL SUFFAC25 TO ISE PLANTED,ROU-AND RAKE ALL AREAS TO E>dmtM SOL DEPRObSt"OR,SURFACE IRREaLARRM. 110 + DESCRIPTION OF REVISION DATE
APPROVED
3 OF
LOOK FRMW AND MOST F%M TO LAYWr
/
r
A STRING N FWaLAR AREAS- MM JOINTS TMMYS 00 NOT
,
c / / / I T"Y' 0-% F R A N C"H' C"%U A N /%A
m OLIVE
/3. AFTER LAYING
® T
OMEE & SHRUB PLANTING PLAN'/ / / /
CAM ROU.ER MARKS.
PMTEH0WS/DEdWMB
04=D 90 MOISTENED AT LMT& INCHES IPEOPr �'
WA79RNG AT REGULAR INTow"TO KAW am MOIST AT ALL
• r
Tm UNTL ROOTED. AFTER am 0 ESTABLISM:0,PECRE-AW 37 Approved By DATE: 7
FREQIZW..Y AND INCI41EASE AMaINT OF MTHR PER CITY ENGINEER RCE NO. `24953
AFFLICATM AS .
DESIGNED BY. RECOMMENDED:
REMOVED, 12
S 57
r DRAWN BY. 150 Paularino Ave., SHEET
/y+ L-15 OF N
i 160,
to Mesa,iJ
CHECKED BY: DRAWING N0.
SCAMem V mom W Associates California6
130 Landscape Architecture (714)434-9803 (714)434-9109FAX
1. CONTRACTOR SHALL N011FY THE CITYLANDSCAPE HI
SITE CONDITIONSI INSTALLATION L
SPECIFICATIONS. L RESPONSIBLE
AND RE—INSTALLING IRRIGATION UI , AND REPLANTING
WHICHT INSTALLED IFI
4" OF COMPACTED WOOD CMI
MULCH.
2. CONTRACTOR LL FOLLOW THE DETAILSIFI OF D 2 IN (CONCRETE HEADER,
{ , I I , I ILL FIN H CUR , ID , C. FINISH
REQUIREMENTS. NATIVE BACKFIM WITH NO ROCKS
GREATER 3"
r BERM TIGHMY COMPACTED IN 12"
PLACE TO FORM LL FAMILIARIZE L wA No
.
UNDERGROUND LI , I , C ., AND SHALL TAKEa
SOLE RESPONSIBILITY I / L , AT NO COST TO
CITY,THE ID UNDERGROUND FACILITIES.
4. NO PLANTING SHALL BE DONE UNTIL (2) THE I J HE
WITH THE SHOVEL CUT COMPACTED T LL SPRINKLER
SOIL
COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING
AREAS HAVE BEE PROPERLY GRADED AND PREPARED AS SPECIFIED,
AND THE 'WORK APPROVED BY THE CITY.
UNDISTURBED NATIVE SOIL
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUANTITY BY THE CITYNOTES:
LANDSCAPEAND C ITECT PRIOR TO INSTALLATION.' I L LOCATION 1. PRIOR TO PURCHASE/PLACEMENTOF EULCM, E CONTRACTOR
MATERIALLL J L
NOTES:* LOOSENING AT SUBMITA P T INSPECTOR FAPPROVAL
OF ALL PLANT 1. ALLROOTS , MULCH UED DIRECTED N E sBLEND
REPRESENTA11VE OF THE ! i EXCAVATION. ISAT U COVER
MOISTEN3. ULCM IN TION TO ASSISTIN COMPACTION.
RESPONSIBLE6. CONTRACTOR IS FOR ALL REPAIRS AND/OR REPLACEMENT4. PLACE Na MULCH WITHIN " RADIUS OF THE CROWNWOODY PLANT.
OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,
RESULTTHAT IS A DIRECT CONSTRUCTION
HIS ITEMS SHALL BE EXACT
DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS
APPROVED Y THE CITY.
7. QUAN1111ES SHOWN ON THE LEGEND ARE FOR ES11MATE PURPOSES
ONLY. FINAL QUAN1111ES FOR PLANT MATERIALS INSTALLED L
GOVERNED BY THE INDICATED I REQUIRED. CONTRACTOR
SHALLI Q PLANT FILLER LIT IN l . PLANT CONTAINER PLAN71NG MULCH INSTALlATION
FILLER TO BE SPOTTED ON SITEY LANDSCAPE ARCHITECTCITY. ON SLOPE
Y UNUSED PORTION OF THE FILLER LIT SHALL BE CREDITED
P HOSES UNC
' GREATER
8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF THM
AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE
LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO
CITY STANDARDS AND DETAILS . "M PLAN
�'j r
9. CLEAN-UP LL TAKE PLACE ON A DAILYBASIS
APPROVED Y THE CITYNEWfiAE OVER WIRE ,
L I L I A� CII OF CONNECTION.
1 .
TREE
I I DE70MPRESSED WATERING CDWACTED 3 N. EQUALLYRM TO FORM %4°" DIA. X 3' &low ,
I SPECIFICATIONS). ROTOTIL 4' CHIP P of CLASS 2 PIPE
XP
D "ABOVE
EXT2p FINISH REQUIREDI ' I I UI FIN E
" "
ARBW
1, . TURNBUCKLE ,) OR EQUAL IN
F
NITROGENSTABILIZED RF TA RESFOR COMPACTEDTMAT DENTIAL RI3"
BA120 SIN FO
LBS GYPSUM
COVER
IN Tt0
— ruIN PLANTER.
11L L NP .
ROOT BALL
11. LANDSCAPE AREAS SHALL RECEIVE 4" OF CITRUSI PUW PIT TOES THE
2?TIM
TREES AND U , I , THE
PURSUANT.TO CITYTIL
SHALLRM BALL
OPERATIONS L . CONTRACTOR SHALL
SUBMIT41
I APPROVAL PRIOR TO PURCHASE AND NATIVE BACKFILL WITH
3" NATIVE NO BACKFILL EPLACEMENT. I AVAILABLE 3 .
CKBIll CHO
DEM
I. R EU_DlSEARTHWORKS PLANT , T S'1
PIT TO BE 2
13510 I TIMES THE WIDTH of ROOT
LI { 1. UFNTAN(U MATTED ROOTS BY T C NC ALL ROWS AT UNDISTURBED IL.
1 NO .
® 1. INSTALL GUYS HAND TAUT TO
PREVENT DEFORMATION OF UMBS.
2. RE SHALL BE CLAMPED
CRIMPED NOT TWISTED.
P VIEW
GENERAL PLANTING NOTES COMAINER PLANTING TREE GUYING - c"ffmm
W BOX OR LARGER
N
HALF OF SPACING
REQLI
UI E.
era �
MIT OF PLANTER AREA--\
.0-001 S
to
TOP TIE TO BE PLACED
EAS
HEAD POSSUILE ON TH
a n
ALLOW FOR WIND FLEXING OF E7REE_ OF TREE WHERE SPMES GROWTH * — t2— t �r
BUT NOT SO W TO U)SE SUPPORT HABIT PERMITS.
n
OR ALLOW THE HEAD TO DROP. MAIN TRUNK
CINCH TIESSOFI„t�
2 24"APART ATTACH WITH
GALVANIZED3' CITY
12AMAXIMLIM LODGEPOLES. DESCRIPTION OF REVISION DATE APPROVED
2"DIA. LODGE POIE PINE STAKES
TOP OF R007SUL TO EXTEND WITH WOOD PRESERVATIVE A W I UN—
DISTURBED
N.
2"
STAKES OUTSIDE ROOTBALL
ORIGINAL GRADE ;r BERM
EUA Y
COMPACTED
IN PLACE To FORM WA7ERING
BASIN. LOCATED
PLANT PIT.
NATIVE BAICKM CITY OF RANCHO CUCAMONGA
NO ROCKS GREW
THAN 3" DIAMETER
ROOT BAILL
NOTE: PLANT PIT
) 1&1 RANCHO SUMMIT — OLIVE GROVE PARK
1. U C T T EQUAL nME 2
SPACING (TRIANGULAR)PLANS: SEE LEGEND UOR S CION ONG THERWISE INDICATED E a
WHEREREMENTS. PLANTING DETAILS &
2. T AWACENT TO WALLS, WALKS, CURBS OR GENERAL PLANTING NOTES
SIMILARLIMITATIONS, ALL, SHRUBS AND GROUND COVER
ALL AT -- T DESIGNATED R
FROM SUCH . SEE LEGENDPACING REQUIREMENTS.
. SPACING REQUIREMENTS SHALL GOVERNFINAL QUANTITIESNOTES:
F PLANT MATERIALS. PLANT QUANTITIES INDICATED O v .
DATE: ez
LEGEND TI ONLY. R PARN.UL C17Y ENGINEER RCE
2.STAKES TO BE PlLUMB AND .
3` STAKE TREE PERPENDICULARDESIGNED BY.� RECOMMENDED:
4. AIL A,THIS IN T NG AIREFER Lp
DRAWN BY: 150 Marino v ., SHEET doom
Suite 1 ,
SHRUB AND GROUNDCOVER' C DOUBLE STAKED TREE pan e
CHECKED BY: Cossetta arMesa,, DRAWING NO.
F cnywmm aff mmAssociates
landscape Architecture (714)434.9803 (714)434-9109FAX
CITY OF RANCHO CUCAMONGA
5. On or before the datethe final field observation, the ContractorII deliver 7. All PVC pipemust bear the followingrin :I I ! iFI IONS the corrected and compI i to the Cityof Rancho Cucamonga. a. Manufacturer'sname
SPRINKLERIRRIGATION I I Delivery the seplasill not relieve the Contr t r of the responsibility Nominal pipe size
of furnishing it Information that may be omittedfrom the prints. c. Schedule or class
PART 1 -- GENERAL C. Controller rt ° r ur rating inP.S.I. .
1. - uilt drawings ll approved y t i f Rancho forcontroller art NSF (National SanitationFoundation) approval
1.01 I
f. Date of extrusion
A. Scope ofWork.- Provide all labor, materials, transportation, rvic necessary to ar r r .
All fittingsllmanufacturer'sr tmaterial designation, size,
furnish a install the Irrigation Systemt Drawings describedherein. . Provide controller t r ccontrollersequence. applicable I.P.S. schedule 80 and NSF seal of approval.
B. Standards: All work and materials° all comply. it governing c safety r , T chart ll t r controlled y t automaticcontroller ll themaximum
Non-Pressure iPiping:
standards, an regulations, and minimum requirements the Standard size which the controller r will allow.
Specifications Mansor Public Works Construction ( r k)
latest edition. . The chart ,i to be a reduced r ,i f the actual ,installed system. However, in the eventt
1. Non-pressureburiedlateral'�
lin piping shall Schedule i solvent 'weldjoints
controller u n ! not legible n in i reduced, it Ii enlarged t i that n installed ! planting areas.
LIT i ill readable uc Non-pressurelateral line installed under v r ll Schedule
it
A. Permits an s: T Contractor ll obtain n r n all permits n solvent
welded joints.
all observations required. . The chart shall be a black line or bluellne ozalldprint and a different color shall be used t
indicate t r coverage for cstation. . i ® • IIfrom Ia r !I conforming
B. Manufacturer'sDirections: Manufacturer'sdirections til drawings ll resin specification D1784. All pipe must meet requirementst forth in Federal Specification
be followed in all cases whereh of t r fricl u intiContract furnish . completed t rt shall hermetically i t t pieces itappropriatet odimensionti
direction coveringpointsof shown int Drawings nSpecifications. plastic, each piece beingminimum it . . Except as notedin paragraphs1, 2, and 3 of this ci (2.01B), II requirements for
!
OrdinancesC. Regulations- All local, municipal n t laws, n rules7. charts ll completed n approved prior t t final field, observation f t non-pressure lateral line fittings. ll for solvent-weld
pressure
iin linen fitt.n t f i section2.01B f t Specifications.
regulations governing r relating t n ti f thisr incorporatedirrigationy •
and made a rt of these ifi tin , and their provisions shall be carried ut by the
` . . Specifications. II t construed t conflict Operation Manuals: s n Fittings-,
Contractor. hin contained i
1• WherenDrawings,
r i , u r r iconformingt Federal
it an of t aboverules, regulations, requirements f h . However, n 1. Prepare n {iv t t it f Cucamonga within I prior t
i materials, r completion fconstruction, o hard-cover, three ring binders containing i i t following information:tion: cpfi tin 1.
these Specifications nDrawings call f cr
construction of a better quality, higher standard, or larger size than i required y t . Index t is states n , address, n telephone number, is . Fittingsshall r rconformingI Specification .
aboverules regulations, t provisions f t cific tion a Drawings ll lists eachinstalled i t and material item incl'uding names and addresses of manufactures
takeprecedence. local r r n civ
E. r infittin
D. Explanation ofDrawings: `
Catalog n r . sheets everymaterial i nt it installed r i Contract. 1, i , r t red
1. Due to the Scaleof the Drawings, `t i possible indicate aIl offsets, fitting, c. Guarantee statement.
. Fittings: r copper, i joint t a
d. Complete ti maintenance instructions n all majorequipment.
sleeves, etc., which may be required. The Contractor shall carefully investigate th
. - Jit II soldered it silver
solder, a silver, 1 copper, 1 zinc, � .c i ,
structural n finished conditions affecting all of work plan i work accordingly,in I , In addition t above mentioned maintenance c I provide t City's maintenance personnel I li 11 li i u t 11 F.
i o evidence i ricin t t it Ranchofurnish suchfittings, etc., s a e requiredt t c conditions. in it instructions for major u
generally diagrammatic indicative of the workto be installed. The workIl be at the oncl i n of the project that this rvic has been rendered. F. GateValves:
installed in such a manner as to avoidflirt t n the irri tinst planting
and architectural features. � Equipment o Furnished: 1. II iv (11 " smaller)
1. uglys rt this contract following tools: I( iv 11 1 I valveit threadedn II equipped
2. All r called for o t Drawings t til suchfurnishedincl{
witht itess steel
t I n I .
it whether ret specifically mentionedi tspecifications. . o ( } is special tools required for removing, disassembling adjusting . ll valves ll i s T-
r approved I.
} c. iI Il valves Il installed r til.
. Contractor shall willfullyinstall t irrigation t shown n ri ins sprinkler , ,
when it i obviousin t field that obstructions, rdifferences, rdiscrepancies r . ( } four® a valve y foroperation f t valves.
dimensionsi iengineering. Such obstructions r . ( ) k for c automatic controller.
i!i t Iv ( " n larger)
exist t �• c not have
differences haul ro t to the attention of the Cityf Rancho ,Cucamonga. In the d. One (1) quick coupler c i swivel for every five ) or fraction thereof f a. Resilient Wedge Gate valves ll be epoxyt ui ith a 2". operating nut.
event this notification is notperformed', the Contractor shall assume full responsibility' for each type of quick coupling valve installed. ili nt Wedge Gate valvesllsupplied r u 1.
any revision necessary. . The abovetion i nt shall be turned over to the Cityt the conclusion the project. Before G. All Resilient Wedge Gatevalves II be installed til.
1.03 SUBMITTALS
final
observation n occur, evidence that it imaterial a n t t it f
Rancho QuickCouplingIv
OWED
A. Material Ii t: 04 PRODUCT I STORAGE AND HANDLING . 1. Quickcoupling v valves shall r , t . designedfor working
pressure o
f 1P.S.I.
1. T Contractor shall furnish the articles, equipment, materials, or processes specifiedy A. Handling of , fittings: i ti t exercise c i handling, loading, . Quickcoupling valvell i it i coupler . i t ll
name in t Drawings Specifications. substitutionill II withoutprior written
.
approval y it o nco cao
n storing i fittings. All i ll transported i vehicle is ll h I f i n Drawings.
t liefls s not subject it t r bending r coni tr t external l t int. n i n H. Backflow PreventionUnit
2. Complete material lit shall be submitted prior to in n r ® aril lit shall of that been r ill discarded, if installed, 11 replaced it .r .i
n . . .
includetmanufacturer, model number, n description f IImaterialsn equipment t 1. fl r w i n unit h Il i t Indicated t irrigation drawings. Install
use Although other informationydifferent, h following i guideT backflow unit in accordance i t Drawings.
.
to proper submittal format: A. If the Contractor wishes to substitute anyequipmentr materials for the equipment � materials listed t
2. Wye strainerst flpreventionnit II v bronzedscrewedi I
Drawings nSpecifications, providingfollowing information t the Cucamonga
o screen and shall be similar to Bailey1 r approved equal.
ice • scn. tnManufacturerI
No. for approval: . .
. All pressurei {in piping between .i t f connection
n t backflow r
v t r !I be
1 Backflowr v nt r c Y° 1. Provide statement indicating ti the f kin t substitution.. separate f for i
Automatic Controller I T1 installed required local co . The Contractor shall verify it the local governing
each it tsubmitted. material n installation procedures priorstart Submit in for approval.
31 Master iv u rir10
Etc. Etc. 1 . rovi descriptive catalog literature, performance charts { r r c it b substituted.
I °
lv •
Irrigation submittal u t specific ncomplete. All it t lit n shouldincl . Providet amount c vin if t substituted it i approved.
°
e City n Cucamonga l byhofresponsibility i tin rejecting it 1® check valves ll Il uW.O.G. bronzeconstructioni replaceable
solvent, primer, wire, connectors, valve, x , t • i fmanufacturer'sliterature
approvedequal t t equipment n trial lit t r in n cific ti ici , n u i Il t x r I cific tin 1 ! ,
(catalog cut r required information. as an
Li
3. Equipment or materials installed or furnished i t prior approval of the Cityf Rancho
Cucamonga a � rejected n the Contractor
required remove such materials A. The guaranteefor the irrigation t II be made in accordance withthe attachedform. The General 2. Anti-drain valves h ll be of heavy dutyvirgin truction with F.I.P. thread inlet and outlet.
from site at his- own expense.
Conditionsand Supplementaryn iti n these Specificationsll be filed it i prior to acceptanceInternal parts shall be stainlesssteel and neoprene. Anti-drain valve ll be field j t l against
. . f t .irrianon system. drawout from to 40 feet of head. Anti-drain valve II be similarIc "ADV" or approved
4. Approval f any item, alternative or substitute Indicates onl that the product or
products B. Guarantee far ll included in operations I. equal.
`
apparently t t requirements f theDrawings Specifications nth i theJ. n
trol Wiring:
iC. Theguaranteef ll -t tContractor'sI t r ll c nt in t following information orsamples u its
5. Manufacturer'swarranties shall not relieve the Contractor of his liability under the Information: 1. Except as notedth r r , connections t automatic controllers and the electriccontrol
guarantee. uch warranties shall onlsupplement guarantee. GUARANTEE IRRIGATION Y valves ll it direct burial c it AWG-U.F. volt. Control wiringinstalled i control
iDrawings . i
furnished installed i free from' defects i t conduit within structurell it - solidr wire.. Pilot
it ll
differentnt
We herebyguaranteet t irrigation t color it for automaticcontroller. i ll hit idifferent color tri
RECORDB. I materials n workmanship, n t r completed in accordance t tcif. t• t ti controller. Install i :accordance it valvemanufacturer's specifications it rt.
1. TContractor shall providet t complete record ! lin ordinary wear n tear, unusual u r neglect excepted. r t repair r replace
I c II wire size , less than 1 .
z l. prints which IItorr corrected i! , ing every change from the original material or workmanship which may developduring period f one year from t f acceptanlsotoii rreplacing fdefects at additional, costs
Drawings n Specifications n t exact installed locations, i , kin f equipment. repair r replace resulting . Wiring shall occupy the same trenchiI be *Installed I the same route as pressure supply
Prints for this r y be obtainedfrom the Cityf Rancho Cucamongacost. to the City. We shall make such repairs replacements wit i reasonable time, as determinedthe City,
lateral lin y r possible.
This set f drawings II t n the. it n ll u of record s . after receipt of writtennotice. In event f r failure r t r it r r I n i i
reasonable ti ft r receipt of written notice from the City, authorize the Cityto proceedto havei re more than one (1) wire is placedin a trench, the wiringll be taped together 'Intervals of
°S
. The Contractor shall make neat and legible not ti n n the record drawinprogress e (1 t.reparsr c
sheetsit the workc ing the work as actuallyinstalled. For example,
° . expansion curl ll provided within three } feet c it connection. x i l II
shouldi f in installed location t t match the Ian, the i CJ C . s I - T 1 in
Contractor must indicate that equipment has been relocated in a graphic manner so as
LOCATION- SUMMIT ROSE WAY & PARKMEADOW
AVENUE, Y be of sufficient length at each spliceti c electric control lv , so®t in case of repair, r
34,
to matchthe original symbols as indicated in the Irrigation l Th relocated equipment valve bonnetbrought t t surface without disconnecting t control wires. Control it II
iiSIGNED: Ii loosely i trench without, rstretchingit conductors.
ndimensionsill t transferred t t original I r r in Ian t t proper time.°
CAL
ADDRESSED-
5. All splices shall be made
° , nPacks,
3. Before t t f t final observation,, t Contractor II transfer all information GN . tor i
"�
i it it it connectors.,ct r ., r 1. DESCRIPTION OFREVISION DATEAPPROVED
f t "recorddrawing" rt t t i r rsimilar r ria{. Arrangements
shaIi tri t cit r t i in i r r i it r m r at ri 1. I splice it c sealing
r technical made ll iwaterproof India ink n appliedto the
° MATERIALS01 . Fieldlir between automatic controller electric control valves will t be
expressly fru ylr material. similarSuch l{ t t nuf curl{ without
prior approval oft it f Rancho Cucamonga.
Rapidograph,
ff I r Castell. The dimensionsshall be made as to be A. General: Use onlymaterials f brands and types noteddrawings, specified herein, r
easily readablefinal controller chartSection r approved equals.
"record drawing" i ll be submittedto the Cityf Rancho Cucamongafor approval rirB. PVC ur t i i n itti °
t t completion f tcontroller chart. .
C';%I T\T/ U/-%F NAN UH U (J0_'%;U11 CAMUIN' U"A
1. Pressure main line pipingfor i " larger II I 315.
4. The r t r Ii dimension r t t intf f n , cas
building corners, sidewalk , r intersections, etc., t location f t following items: . i i ll from1, ., un conforming
. . , t in specification 1 All i must t requirements t f i Federal
. ti t existing water lin . Specification with nappropriatet r i i ( . . (Solvent- I i }.
. ti existing r.
IRRIGATION SPECIFICATIONS
c. Gate valves. . Pressure main line piping r sizes 1-1/2" II ll be PVC Scheduleitsolvent
Routing fsprinkler pressurelines (dimensionx. ' I
drouting). I joints. PULTE HONES)DEL WEBB
AV
e. Sprinkler control valves.
°
v Iv
ri
® c
ng
f. uta f control wiringlocations f II lirboxes. All pipe must meet requirements as set forth in FedrIApproved DATE.
tresin specification .
g. Quick couplingv lv . Specification 1® . 0 •'
DESIGNED BY. RECOMMENDED.
Stub-outs t for future cti DAM MWAS
i.@ Other l equipment directed t it f Rancho Cucamonga. Vsolvent-weldfittings Il I , 1 vconformingt T tBCW
procedure .
DRAWN BY. 150 Paularino Ave., SHEET
6. Solvent t primer for solvent-weld I i fittings ll
Suite 16 ,
installation
methods prescribedthe manufacturer.
Costasa,
CHECKED BY. DRAWING NO.
A ss o c I t e s Caiifannia 92626
Landscape Archttectare (714)434-9805 (7,4}434-9109 FAX
-----------
CITY OF RANCHO CUCAMONGA 3.03INSTALLA11ON 3.05EXISTING
• a
I I SPECIFICATIONS A. Trenching: . Where it is necessary to excavateadjacent to existingtrees, the Contractor shall use all possible
continued.... 1. Dig trenchestr i t and support pipe continuouslybottom trench. pipe
r i injury t r roots. Excavation in r r t ) inc larger
t even grade. Trenching !I follow layout indicated n t in rootscur shall y II roots t (2) inclarger in diameter, except directly
• Automatic Controller: as noted.
. i the pathf pipe or conduits shall be tunneledr and shall be heavilyi rl
t
1. Automatic controller(s) shall be of size n type shown on the Drawings. 2. Provide for minimum tnt -fr { cvfrIl .rri tin lines installedi r v t scarringorxc drying. i s in machine is run close to trees having root
under paving or rin ' `adjacent t r shall hand
3.• t it Cucamonga. . smaller than ( } inc i tIIf t tr
. Final location of automatic controller(s)r(s} shall approved
Provide for a minimumf twenty-four ( ) inches coverr all pressure supplylines f trimmed, making clean cuts through. Roots one (1) 'Inch and larger in diameter shall be paintedit
. Unless
otherwise noted on the Drawings, the 120 volt electrical power to eachautomatic three ( ) inches r larger in diameter. twocoats of Tree1, or equal. Trenches j to treeshould l i in twenty four
( ) urs; and where this is not
possible, the sidef the trench j c t to the tree shall be
controller location is to be furnished by others. The final electricalhook-up ll {1 inches cover for all pressure I lines t
responsibility f the Contractor. . Provide for in. eighteen n itburlap canvas.
and one If (2%") inches or smaller
L. Electric Control Valves: . Provide for a minimumy f twelve (1 inches for all non-pressure lines.
QUALITY3.06 FIELD
1. All electric control vales shall be the same sizetype shown on the Drawings. 6.
Provide for a minimumcover of eighteen (18) inches for all control wiring.
.
of the System.
2. IIelectric control vale ll have l l jut .
nt. t it Standard 1 "Trench it" within it streets t ffiment
. ju t
I jut all sprinkler optimum performance t
3. Provide n install n control valve for electric control w I . • 1. Ttct r ll flush
prevent y r r ntwalks, roadways, and buildingsu i l .
M. Control I v ox : Backfilling:
1. U 1 " x 10-3/4" r n ox far II t valves. rs n Industries #910-12B with 1. trenches shall not backfilled til all required rperformed. Trenches ll . I it .idetermined tadjustments
jut .I . t irrigation. equipmentn ill provide proper
greenbolt-down cover or rove I. Extension sleeve ll V iminimumr !I backfilledit texcavatedmaterials r r backfilling, t! fr , adequate coverage, II c adjustments ti to planting. Adjustments
size of six ( } inches. loam, sandy clay, sand, or other approved materials, free from large l ® f earth or stones. may alsoinclude changes in nozzle sizesr f arc as required.
c fill shall be mechanicallyc in landscaped reas to a dry densityequal to adjacent
(10) days
2. Use 1/ 1a x 11" rectangular x for all electric control valvCarsones. . Loweringraised t t n accomplished within undisturbed onfi ut dips,
Industries 1419-128 it green bolt-down cover r approved I. areas, r other surface irregularities. tho f r notification by the City.
. Use 6" diameter x 8-3/4" deep round plastic valve x for all quick �coupling valves.
Carson Industries 608-12 with rn flex-lockr or approved equal. fin granularmaterial fill ill initially placed !I lines. foreign t larger . IIsprinkler IIperpendicular t finished ! otherwise
. . t I (� inch i i ill permitted i initial fill. n Drawings.
. 9-1/2" x 16" 11" r ctan' ul r box for all electric control valves installed wit i
on-grade landscaped areas. Carson Industries1419-12B ith r bolt-down coverFloodingr ill permitted l itapproval t` it f Rancho . . in it valves ill t r manufacturers ific ti t t 1 r I
rapproved equal.
livlvinII within . iftt!settlement occursubsequent; adjustments i i valves, rink! , lawn,
rt in pressure.ng
es
.
. Use 1 " x 1 -1/ roueox for all c u tor II required i Irrigation System:
landscapedr ' Carson Industries o. 910-12B with rbolt-down cover orapproved, al. planting, r other construction necessary, t ntr 1. Contractor II request
r f t it f c n in writing
jut without cost t t i iadvance f testing.
N. Sprinkler' Heads: C. Trenching Backfill Under vin least u n
1. All sprinkler heads shall be of the size, type, andliv r t rate ci i tion or concrete will be- . t ll pressure lin underhydrostaticr f 1 un r r inch for - hours
1. Trenches located under areas , ,
with the r radius) of throw, pressure, dischargea n nth Drawings and/or
the pipe and prove ll ckfill n 1 r inch I x
specified in these special provisions. the pipe) and compacted in layers to 95 % compaction, in u I or mechanical tamping devices.
Trenches r piping 11 compacted t equal c tin f existing j c tNote: Testing f pressure i linesll prior installation f t electric control
ray shall screwadjustment. . • valves.
undisturbed •t n left in unyielding I 'n condition.l n. All trenches s ll . I ft flush
3. Riser units shall be fabricated r it til n t drawings. i the joini . The Contractor shall set in place, n r r test all piping under
. . th vin r . . II piping under r n hydrostatic f 1 u r
. Riser nipples for all sprinkler a s shall t i riser openingint sprinkler pavingprior
square inch and provent r i r i r to paving.
body. Generally, i in u r x! tin ! i n jacking, ®boring, rhydraulicdriving, t . Sustain pressure in li r n I t ixhours. if Idevelop, replace joints
. All sprinkler ads f t t shall manufacturer.
where, cuttingr in f sidewalks /nrconcretei c r , I . II repeatand test until entire systern 'is provent ti t.
I vin l t n tr ct r rt f t Contract cost. Permissiont cut orbreak
0. . . u hydraulic 910
1. Sleeving under h r sc r pavedr fmainline, lateral Ii r control wiringIl sidewalks /arc concrete II obtained from r .
hydrostaticibe made only in the presence of the General Contractor and the <6
drivingill permitted m concrete vin City f RanchoCucamonga. i II
be backfil.ledtil it has been observed, tested,
Schedule 40 P.V.C. or approved equal. iapproved in writing..
o .
` Refer t City r 1 "Trench r" n within it streets susceptible r '
P. Vandal Resistant Controller Enclosure:
. . D. Assemblies: . Furnishc f u l t t equipment.
1. Controller enclosurehall of I Irrigation Drawings Irrigation n
. n t irrigation t i completed, r r c t i t r f the
Detail sheet. 1. Routing ofri sprinkler irrigation lines indicated t n Drawings diagrammatic. it lines
' it f Cucamonga tdetermineif r Inti r i complete
2. Abackboardhall curd to t controller cl r i t provide for ( n various assemblies) i c t conform it t til i t Drawings.`
and adequate. Furnish all materials andall work required to correct any inadequacies
mounting h to atic sprinkler controller and terminal tri .
. li i plastic lin vi c I it itoutlet. f r u deviations fDrawings, r r t t n willfully installed
. Install intiindicated on the Drawingsit is obviouslyInadequate, without bringing thisthe attention
117 volt duplex box shall be providedit On/Off
switch,, n 117 volt receptacle. Metal c tiin f
detail
f t
City f Rancho . i test ll accomplished before run cover
Inuit shall run from the 117 volt supply t t controller housing. n r within t housing . Install all assembliesspecifiedherein i c it iito complete work, Pr c Int
hall properly phased. drawings or Specifications pertaining t specific it require
in accordance wit t standard practicei ri l of City of Rancho Cucamonga. . Upon completion of each phase of work, the entiret it be tested jut to meet
terminal trip shall be provided, clearly indicating the proper points of connection of all i fittingsIlthoroughlycleanedf dirt, dust, moisture f i t Il ti .
it requirements.
. lcontrol).ro rit . . ( ttv lv t r v lv ctr Installation and solvent welding methodsII be as recommendedthe pipefitting o f t . 3.07 MAINTENANCE
Q. Miscellaneous Irrigation Equipment:
5. On PVC to t 1 conci ons, Contractor II t metalconnectionsfirst. fl tape
. . . •
. t all 'threaded t l joints.'
A. tit irrigation t II r full automatic for r•
seven
1. f t Irrigation I r i t fmiscellaneousirrigation equipment. r approved 1, it n threaded priort n planting.
Light wrench pressure i all t i required. r t nn ci r required, u
II specified, schedule r approved equal. threaded adapters into is t i solvent welded.
2. II miscellaneous irrigation equipment
City c uc reserves i t to waiver shorten the operation period.
PART 3 - EXECUTION . Line Clearance:
.
08 CLEAN-UP
1. All lines shall have a minimumclearance of six ( inches from other and twelve (1 inches Clean-up h ll be made as each portionf work progresses. Refuse and excessin shall be
3.01 OBSERVATION OF SITE CONDITIONSfrom lines f other trades, with the exception of the control it I v } which shall be installed removed r site, all walks and pavingII be bloomedr washed down, and any
.
sustained t f r n repaired t ioriginal i i
.
. 11 I dimensionsnIn approximate. TContractor Il c n verify II iadjacent pressure I line. Parallel lines ll installed directly r r.
dimensions civ approval from the Cityf Rancho Cucamongaprior to proceeding
ith workr
this ti . F. Automatic Controller,r I . 3.09 FINALPRIOR
• rexisting utilities.. Th Contractor Install rnufctur intructi t control valves ll connected controller ll operate t i i entirety t it f cCucamonga
B. Exercise extreme r inexcavating rkin
• . • . t time f final observation. n it not acceptable t City RanchoCucamonga
shall responsible f t utilities .s r u by operations nr neglect.ct. ' numerical sequence n o t in • ll
be reworked to the completesatisfaction it f Rancho
Check existing illi i drawings for existing utilitylocations.
• igh Voltage WiringAutomatic Controller:
B. The Contractor sn show evidenceto the Cityf Rancho Cucamongathat the City has received
. . . •
C. , there i! no Installation sprinkler including iall accessories, charts, r c drawings, equipment requiredf final itobservationDS A
interference it utilitiesr r constructionrdifficulty i planting trees,, r , 1. 1v It r connection n t automaticcontroller n provided t Contractor. �
w4�
can occur.
and ground covers.
2. All electrical work shall conform to local i , and unionauthorities vin jurisdiction.
.1 I a ,x ,
w
D. The Contractor shall carefully c it grades to satisfyi lf that he may safely
H. t Control Valves: A. Contractor ll responsible for notifying t it f c i advance for
proceed before starting r t Irrigation
the following observati ti , according to the time indicated,
3.02 1. Install r n tDrawings. Where r together, ll t. l twelve 1 i Ci7Y
PREPARATIONt control 'valve i t lv . x. 1. rConferenceDESCRIPTION OFREVISION DATE APPROVED
betweenc valve x Install c
A. Physical I t: ' .
I. Flushing . supply line installation II ti
1. Prior to installation, tr t r shall size stakeout all pressure supply lines, routing
location f sprinkler 1. After nsprinkler i linesrisers r i I nconnected, all rdiversiont l li nsprinkler -installationhours
t he t f c r n I prior to installation sprinkler
. ut tc ill installation
2. it I n v control y lv II n full water t l out t t
prior to installation. UITY' OF NANC'NHO C"'UCALMUNG-1
. Control it installation --
Sprinkler ll installed onlyafterflushingft t ', been
24 hours
B. Water I . accomplishedto the complete ti f ction of the city of Rancho Cucamonga. 6. Pressuresupply line lateral 111testing - 48 hours
1. The irrigation system shall be connected to water supply point(s) of connection as indicated J. SPRINKLER HEADS:
r i . 7. Coverage test 4 hours
on the 1. Install the sprinkler system heads as designatedthe Drawings. Sprinkler, heads to be
Final observation
2. Connections ll t approximatelocation(s) T installed i i r nequivalent, i all respects t t itemized.
Contractor ! responsible for minor changes caused by actual site conditions.
. B. n observations t t t it f n
c Cucamonga,2. Spacing f shall t x t maximum Indicated t Drawings. I evidence 'in rtn observations r ® � �
c II t cin x t i cmanufacturer. ► ENGINEERI tri I I . RCE NO. 24953 ,,
.
.�
C. ®
RECOMMENDED:
C. it observations ill commencewithout "As-Built" c rdrawings. Th DESIGNED BY:
controllers Il to I "
1. Electrical connections f all u tcontractor n not call for it visit without s-- u
record r i
• ' '
lot completing r visa l not corrections, or ►tau r grin t system for
i t( } f connection indicated tDrawings. The i reserves t right t temporary repairs necessary t t • l r t
DRAWN BY: 164 Paularino Ave., SHEET seem
.
° •
ivit.
ui t in operating condition. T r i f i right t it Il trelievet
SuiteMC/JC4JD swap 160, L IL OF
Connections2. ll t t approximate I c ti ( } h n theDrawings.. n r t r f i r ® iliiur t terms f t t I specified. CHECKED BY: Costa
7-AWING No.
Contractori responsible I for r actual it conditions.i n BC Associates Califomia926
Landscape Architecture (714)434-9803 (714)434-9109 FAX
1. Plant trees that are to be located in lawn or ground cover areas after finish r r first B. Ammonium Sulfate: r nl r form containing not less than 21% nitr sulfur
and shall be reqIstered as an agricultural miner, with the Statert tf Agriculture
CITY . Installationle establishedallow tleast 7 calendar IrtoitIItin { I r r
Detailed layout ofintstin intareasll f rContractor I ,n compliance it Article - FertilizerMaterials," ction 1 f tAgricultural
.
PLANTINGSPECIFICATIONS t provide r thorough watering . planting C f1excavatedf!
approved h Landscape rc it c and prior t planting. appropriate t °l
PART 1 i1 excavated from l ntinholes Ii be amendedto backfill around trees l:
using h following mixture: 4.03 Soil :
'
Maintenance CI start immediately ft r landscape irrigation nplanting.
i .
1.01 fWork: it amendments iI r i tAgronomic !I report. i
ental to and necessary Native, On—Site Soil with rock no greater than 3" in diameter Maintain all plants an plant areason continuous basis' ty installed
Contractor shall provide all materials, labor and equipment inciduntil final acceptance of total
forcompletingCC work, indicated t the drawings, reasonablyimplied, or s Gro Power 1 { c pg , ��..
and
lin t in the Specifications as follows. • • project. Replaceany dead or dying plantss directed by the LandscapeArchitect
Iron Sulfate 2 1 y Tree stakeshall be lodge polein t , See tree staking til on plans for further Cityrepresentative.
information.
1.02 Standards:
A. Irrigation: Operate irrigation system on an established program to maintainall plants
II work andIl comply igoverning s, safety orders, standards, an ( o be used for bidding purposesonly, verify i Agronomic Soils Test.)
`
. .
Int r i It condition. Irri tin run—off II t to a
r l t` n minimumrequirementsof t Standard Specifications For rnrtfr watering basin each t II Iminimum. t irrigation system resultingfromiequipment
and/or
uic r Construction ( Book) latest edition. After backfilling, con tract
thorought r®i nestablishment. 1 r : maintenancer n 1, r r i ii t conditiont t t t it .
r i IImaterialsn equipment n performall r necessary r n incidental tFailure f t t irrigation ll t t t attention t it `
1.03 •ty Assurance: ust licensed iaccordance ri o installation f turf n roun cover, remove water from run t shrubs. inplans,Ili II run cover n iplants, o n rnI i implied, repairs r than emergency repairs II accomplished without writtenpermission
. IIContractorsperforming ` Development work,
from the City.
with the laws of the Stateof California. Berms in turf areas to be removed rior to City acceptance. or delineated in the specifiIcations.
B. Contractor shall provide the Landscape Architect and the Cityit lit o
® i I
• B. Control:
II planted r freef n debris
cultivatingIii tinareas
Subcontractors n Material Suppliers expected t la during the course of t Intervals . t 1 calendar , Contractor elect to remove such
construction. I FINISH IPerennials nAnnuals: Provide It container r plants f recognized nursery, concentrations of ll r by an approved herbicider r ,
i
. 1 : n ft c
variety n plans.
C. Contractor shall obtain and keep, in force Public Liability n Property Damage .
, ' , vi l6materialsn i nt .rf all worknecessary r n incidental t
Insurance, duringentire course f t Construction Contract. amount f insurance t soilpreparation n finishgrading {I I ti i lawn areas plans, ®
Ground Cover: C. t l: r all Int n l r beginning
maintenance
r ram
necessary thereafter approved f conto eep
trol,e determined City. reasonably implied, lint in the c,f. . run r• Providegroundcover ft specieso In Groundcover hl! all plants Int r r insectsfdisease. l{ reviewed
the
D. Prior t start site work, the Contractor shall ti t • Furnishing, {ac t n r in , topsoil for fillinplantersif required. establishedn well rooted' i It r similar containers. it prior tapplications. Control Il includer control.
Landscape Arcit ct and City iv starting a completion t Contractor ll • I •
a1 supply theLandscape Architect n i it the n telephone number of C. Cleaning finish grading of r planting r Mulch:: II f compactedchi fiber. D. Pruning: r 61 intdesignatedn directed Architect, t
f
t person i char of thework.
maintenance program n continue r ne plants as directedr as may become necessary
5.05 Coordination: until the end of the maintenanceprogram.
, Topsoil:
' A.
t v plants delivered t t ituntil it conditions r ready forplanting.1, Responsibilities ra in ' ifc ti ljDista ,lacinhItrIcti protected
run cover t ! , u n tri t r
A. Permits: The Contractor shall obtain and pay for all permits and inspections A. Existing on-site soils listed as acceptable' under it ci • ifpE. ,
required by governing authorities for the work t bperformed.
from thesun, wind and other damaging elements.
necessary to achieve and overall even appearance. Exterminate gophers and moles, repair
B.
ail importedt it for u fill backfill i planters mounding,, ll .
B. te , Conditions: Contractor shall verifyall conditions n dimensions hon xur Silt is clay content f this oil shall be no greater than 1 weight. The B. Soil preparation and fine grading {N be completed and trees and shrubsInstalled i
or
boron content f this oil shall be no greater than 1 part per million r to i Int run coverplanting.
an t plans t t site prior to commencement o any r under this contract. t saturation extract. sodiumabsorption ratio ( ) it not x ilii
.
General:
Contractor shall verify
the location and depthof all underground utilities prior to start it Il
per centimeter r , •
5.06 Installation:
ting. i .t
Ii
sitttinlaborfor , approved t ctncMaintenanceiN start immediately f r landscape irrigationI i
t to an int run cover io work. I i t oil c in is t I n
t it forapproval. ® I n Int r n continuous i t installed duringt progress
Architect for analysis prior to . It of testing tdelivered r rt,o t u t f oilminimize
. l cot incurred r all oil to incl analysisn recommendations. disturbance. it moisture l{ suchthat i{ o t crumble n removing plants t work, ontinu ! tin t til finalacceptancef total project. Replace
C. Temporary Utilities:: TContractor ll if a
temporary utilities such water, electrical o r n s r uir i for t r container. r in int directed t Landscape chitt o it representative.
constructs of the project. Temporary' services II coordinated i t sty n rplanter r afterplanting, t restore smooth finishr insure proper
° . ` surfacec drainage. layer {cmaterial II v r t entire
other contractors on t 1 site. Soil t :
. Irrigation: r t irrigation n {i program I{ plants
dmenthall c.f. `o r ic it ilit / rtilit it rt r tr r . . Watering iitl t l i ( I i I condition. Irrigation run-off I{ t t
minimum.
.
All it n shallaccommodatet mulch)
D. Survey, Reference Points, n Elevations: T Contractor r responsible I furnish the Contractor
to irrigation sresulting from int n nc i nt and/or maintenance
establishingall surveys, reference points and elevations required by him, and shown on
personnel, shall be restored to its oriInal condition at no cost to the City. Failure
tans for proper execution of site construction, 5.07 Protection: any part of the irrigation tem shal? be brought to the attentionf the City. No repairs
Erect temporary fencing r barriers to protect planted areas from i r to other than emergency repairs ll be accomplishedwithout written permissionfrom the City.
iblfor { temporary traffic det04 ours il Preparation:® f! Iacceptance.
E. Traffic: T Contractor is r s nAll r n irrigation t shall complete t Inspected for recommended approval I
& Weed Control: Keep all planted areasfree f weeds and debriscultivating r
irequired n r n co ror to roat'll`n n i r t •l nnt r . Ck
tours shall conform to II conditions rrequired t it or governingauthorities.
PART 6 — WEED ABATEMENT intervals not to x 10 calendar days. The Contractor may elect to remove such
. ,
After rohr grades established,p
r r all lawn n ® planting r ti®lliconcentrations
® ® , nc ntr timanually
u ll y n approved herbicide
program.
n ini diameter I{ removed i i1, Defective Unauthorized : crossripping t a h of 1 . All rock rr t Control: r all Int nplantedr n
int r
n
from the site, ce t for areas that r to , in is II rock debrisr Provide {I material, s n labor necessary II r indicated tbecomemayc rit r ft r y approvedt t control, t II plantst
All r .s is determined y inspection todefective .n its construction rf.ci deficient than 1" in diameter Iremoved. n plans, reasonably implied, n lin tot specifications. t ii
uretof the sp ft , shall i removed, plantedr ree onc . , or t
in any of ther ciacceptablet tapplications. t Control Ii incl r control.
and replaced h Contractor t his a expensen a manner
Landscape- Arct ct and City.
Apply , spread, and r totil in all soil amendments as recommended to a depthf •" Water area
Quality • D. Pruning: Prune allplants ! n t nd directedby Landscapedirectr i t, at start of
thoroughly aft r rototilling is complete. Icor t v nl into the t " t " the followingA. The Applicator of all weed control t ri I ll be l!censed by the State of Calif r ia as a maintenance program an continue to pruneInt it t r as may become necessary
for each 1,000 squarefeet of planting area: Pest n r { r tControl Advisor in addition t ysubcontractor licenses that til t n f t maintenance program.
.
1. Inspections: r required.: . Removetrash l r n cover to keep in boundstrim top growth as
The Contractor shall arrangeinspections ectins b notifying the LandscapeArchitect, City 4 cubic yrs of nitrolized Redwoodr Fir shaving or equal.
. Allmaterialst t conformt i, State, n 1Regulations. necessary to overall even appearance. Exterminate int l repair
and
r
and overn.n authorities, 4hours prior time o inspection,, I otherwise i noted.. lbs. ofro-.Gro-.Power approved equal.
, , .
cionC ti ll lit below, t t necessarily inti order. my t ins
pertaining t t project c f r willapply.
• lits only should only for
The ov purpose, Submittal*
Ing. because oil conditions ndrasticallyfromt time specifications r developed Prior t installation
f .
control tri { , t Landscape
Roughto the time actual soil conditioning take place. Therefore, the Contractor shall obtain ! 11 it t tArchitect/CityLandscape lit t control tri {
n quantities
Drain r CatchBasins. n soils analysis t rate f r every , r t Int r . it r acre
intended
for use in controlling the weed types prevalent and expectedon the site,
Irrigations i line pressure, coverage & system operationstest). tests I! be conducted v Agronomic soils testing laboratory appr v the as supplied the Pest Control Advisor. Pest Control Advisor shall furni tLandscape
Soil Preparation and FinishGrading. project Landscape rc it ct and City. Copies of the it test to be providedrin the Contractor and LandscapeArchitect sty data to demonstratethe compatibility of t General:
j conference. antralmaterialsn t it theintended planting varieties present.
Pre—construction
IntMaterial (delivery placement).
completion ofinstallation, a maintenanceperiod minimum f 180 days for all
SubstantialCompletionInspection (at completion f landscape Improvements)-7
, 6.04 ResponsiibilityCoordination*. landscaped r is required ri r to final acceptance of the workthe City.
Final The
Inspection t i cperiod) -- 7 days. 3.05 FinishGrading.- La Contractor r i responsible f i t r ctin of i
n barriers required
Commencement t formaintenanceperiodll c u writtenl for
all
rntructon . conference the After rotoillin operations r c I t , r r t establish finishr for planting. i fru ! nit t treated r n i notify t public. f planting installation t it lic Inspector. Maintenanceperiodll
be
T contractor llarrange i ylbe met after settlement att verifyplantcharacteristics
Architect itminimumf v ( ) priort tolerancesl
n of the project. maintenancerimaterial abrupt r r t II affect landscape planting y rgermination. . inspections. 11 establishmentthat affect t . , .
period:° .
firstafter II
Finish grading IN leave surface f t rununiformlys n fr material
lr method ll render t j site for r t 1 t plantings v completely int {i i order i r rani f testablishment
. i s c n . iat n
ri Int l !I
period n c t t n f t establishment ri
. If plantings not
acceptable
A. cnnnc t n inu st li ntI aril • 11tr r run cvt t n t 1 period,guaranteed r t f final acceptance f landscape construction rt follows:
Coordination: � Non-Selectiverii •. Will II t it t Specifications approved.
Tr " x larger 1 r i Non—selective c nt ctherbicideand/ornon—selectiveis herbicides ( r tement work shall be coordinated , Installation .
Trees 1 i. I! 1 r r t lNlin n oil amendment work, planting. t t ct! n . Control Advisor) t terminationestablishmentperiod II plantmaterial Il live, healthy,
undamaged, and free of infestation. Inferior { nti II be replacedbrought
Shrubs (All sizes) 120 days 6.06 Selective rii : to a satisfactoryits fr final acceptance of workill be made. All areas shall
Ground yr 120 days PART 4 — TREES AND SHRUBS
Bedding Plant 1 1Work: Selective herbicides compatible 'r s mixtures ( recommended t { r freef ,
° plans, implied r install I! tr u Control vi
sor) Ns
L (sod) Provide II material,l equipment, I n c ss ific tin .
1 fromfirst in r son 0 Iin int �
Lawn (seed) 6.07 Weed Eradication-.
`Guarantees begin
after project t i n t n t h 1 . . r f the "Standard n I t "
If r t .in. f t tntr { ir, r, perennial grasses existing i t
A. Nomenclature Int indicatedon drawings con Intwill require control tremoval, rt r r Controlmaintenance r . Landscape Contractor r !{ replace c Int II materials I is
W
'`
have i within i time nabove, t cot within from receiving in, Advisor's recommendations.
fish theAmerican int it rticultur . xc t f n y r t
written notice from the Landscape Architect or City. If dead material , �o
not replaced c the established custom f t nursery r followed.. CI7`Y
land and planted within period, it y replace it nmaterialPrior t t installation t irrigation t r clear alldeleteriousDESCRIPTION OF REVISION DATE APPROVED
charget Landscape nfr t r f 11 incurred.
-. Plants 11 symmetrical, typical r variety species, , healthy, vigorous, tmaterials from I tin
free from Inti insect t r their , IN v healthy, l t t ll herbicide t ill 0! . r f all f 1" -� " I the
B. Construction Materials: contractor shallguaranteeIIworkmanshipmaterials {C--fillip their containers r, Zall
not t Dint beingr bound. Plants II n run surface t 'Soil. Physically v all rsite.
r II it velt, for i y f t finalacceptancer ct. aanytime, n in n c topped.
C. Trees andr ll be growingt a recognized nu ry i accordance it . -rticulturMAINTENANCE
1.08 rl l
practices n ll f t sizecaliper n r II cit i container i specified
_%I T+ / F A N 'O-%1 U '0'%A M U&#%NUA
Upon Its f , tContractor iI present t City, signed i f l . oval f ll t , I I , nur r t ti fromII Int irri i lit 1 r :
un
ti11 r performed under Site 'Development. til the rov l of th n c rchit ct r it
ill r aril releasesf ° ProvideNI materials, labor and 'equipment
.
necessary for, rincidental to, performingall
maintenance requirements as reasonably implied r as delineatedin the specificationsincluding,
D. i r insufficient RANCHO SUMMIT - OLIVE GROVE PARK
ll Int rii livr t t it in i f r t not limited to the following:
iry out the intent of the planting plan will t will I t Maintain iI It I a1.09 reas.Disposal IContractor'sze to expense.
PLANTING SPECIFICATIONS
Remove all waste materialsi i i x ted material classified as unacceptable soiN Keep
planted free f weeds and debris.
material), tn debris r r antduring the course of l E. Sizes t � ll t n h1 . { r stock Cl , ll , n Prunet ru
construction, n legally { fit. Duringcur f t work, r surplus yr ,
�
materials from the siteleave r i in a neat and clean condition. l up and Fertilizedall plants and 'plantedareas.
remove ll remaining debri n surplus tri I completion of.work, leaving t F. Substitutions p titution r indicated Intmaterial ill permitted vi t
he Irrigation. �
ice t i r additional t
24
premises t o clean. it l{ cl . ct ruti tri Is r r v • v n ._
,
II c to the Insecticide spraying.
t City. Except for authorized variations, ll substitute plant materials
DESIGNED YRECOMMENDED
requirements f these DAM
PART 2
. . ° `
•
• Fertilizers:
.TM
2.01 i s G. Int t Approved - , Plants t approvedr v fromit immediately DRAWN- BY.
150 Paularino SHEET
A. Commercial fertilizers it n C i f5-3-1-Gro-Power lu , an 1 - Gro—Power .,
rIc with Int . •t reserves 1c entire lots fplants
Keep I! I nmaterial Iry t site y It condition for ltin Plants it not Controlled { Nitrogen, int herein, or approvedsubstitute uirSuite 160, L-1 9 OF 38 es
vi{ r Gro ) - 4. ®staesa,represented f ct f •i t t rt DRaw
rN
be G Na.1{ t r t. rot stock iO r n { CHECKED .
t ll rt Il s s a c i a t e s California 92626
other suitable until planting. {O url I a314} 910eFax
covered 907
it moist t, chips r other .t I material til planting. H. all r , perImmediately; rI nil t runt i Landscape
Architecture
`1
a
KEYNOTES
NIRE MESH
LOCATE PHOTON I !� TaSEE LU IN
l !
NORTH VI I CONDUIT L T I
•
URINAL. LU. I
.� 14
USE
EO-1, EEO
ft4xlb
L V 'l SEE PLUMBINS1N
SLUMPEDU AT
POOR HEAD - TYP a I U °t' 1 > L UN T +V-4" T
TOP OF NOZZLE
d•
U I NT
/ '° TSI! LU !. N LI 1�#T ! TU _
I U "i y IN L
PE DOOR HARPV4ARt AS
T 1N . INSTALL _ !
L IT
FLUSH, ELEV LL p L I FINISH I U "1 FIN
LOCATIONSQ.. FIXTURE ( . )= L.
1TR Ic CORE PRITOILET ! L DISPENSER
FLAT HEAP M . H2-9/4" BACKSET; L0 1102/9F ASLIN INDUSTRIES. (505) 26a-IqO5
xI LU ��
N ANCHOR ®::
LATCH U N UL
ROSETTES VANDAL IN FROM WOE OF
U 1, IN IN FOUNTAIN
IN
�. 0
DOOR. CONTACT VALE C.ItION,
0 CA. CORNER.
HOSE a: `�. " H
! a U I
T CONCLOOKS ARE READY FOR
L
UP TOILET —NT.- LI I d FLOOR
a
Q
V4ALL—SUPPORTED
T •.
SIrvNS ARE
a ED07E or j,a LL )d U ! CONTINUOUSI T
minAVAILABLETH I
DOOR.FAST COLOR T . AVAILABLE
T*r SOUTH
BLOS SPECIALTIES ( ) P INSTALL PER MANUF
ReaOM" ® .Ma
V41f;M MESH
MONIER LIFETILE ESPANAI • I N CONCRETErl
I
f 11
. r
I
IIIIIIIIIIIT
1
L DRAIN.
.L
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01 SL 2 L T , J LIN I TI .2-#5 LARSIER THAN
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I (TYPICAL)
• NAILS: COMMON I IL ; UN
N L W ( T !T ? I NAILVH NAILING I AL* 06
I ,,1 , I « TIDETAILS.
, FIRST PLAN H { T ! N N !
AL16 06T
Y 05
MAKr;BARS IN(OAJ M tN
•
I . N ILN H UL
NO I
CITYLI IN THIS TON DESCRIPTION OF REVISION DATEAPPROv
*q:
OF TN JOISTS T � L
A IN ; NAILS A I
BLOCKINGT I CITEOF RANCHO CUCAMONGA
LT1 ;
UULE UNL 51-0"
MAX. T JOISTS , RANCHO SUMMIT - PARK C
'TH I N . 2 r-T67.50 THAT COZ. TOE NAILS EACH SIDE, EACH ENV 2 — IOP
No MAVATION
`q RILL Ty BETHESEARINGS,� 1 11
GENERAL NOTES
1IIN NT 1 TOE NAILSA I lop 4.4
LINESwSTANDARD DETAILS
III UT AROUND I J '` 11
p,� IV BLOCKING,
L I N "( IP 11 2
NG FILL 5A AID RAFTERT L L
5/4110 #1 1FOOTINO AV FULL AIPTH OF TO CONTINUOUSNAILER 1
&P PULTE HOMES/DEL WEBB
TOO
HAD
L
� NAILING: DETAILS{ ( W iI1 HMN� EI
APPROVED DATE:. o
OR NaT ( ) TI 15 D N CITY ENGINEERCES
953
N MASONRY
i{ e
fP.11 I - at-ow dM R TI , °�M
� M ��, �', DESIGN FLAN PREPARED Y: RECOMMENDED
FOR I WITH , RIt.L.
3913 JRM JOHN MELCHER,AIA ARCHITECT
R AL DATE DRAWN CALIFORNIA ARCHITECT LICENSE 913 SHEET
FUL 2007 6779 TREELINE PLACE
., WDM RANCHO CUCAMONGA,CA 99701 O
a ILI N'(0 wDo;T E 5b OF At•, CHECKED
9D9.268,8777 F 909.945.8677 DRAWING NO,
1A
5 T/jp'A`%N L/ KLOJ 2A
N L N L JRM DATE 9 JUL 2404 FILE NO
,
Eno$"
KNOX 5OX IN!5TAL.LATION ARTICLE 87 FIRESAFETY DURING CONSTRUCTION.
CHECKLIST 4 FROCEI:�URES ALTERATION OR DEMOLITION OF A BUILDING
61gomm,$701 SCOPE -trwn) i�onmc*a mtaW,shall'= bW* =ass to buUding.so by- $706.4 Cutting and WeldhW� D.wna ppm
On euh floor-thm i�hall be,VivAded A,2112'iac� (63, tion . tions icy- olving
ft am ftimt&Wt um Wittoo cmwoc4oa hdght re- 'gnd WoMins 0411 IN:lim accorftce with M.iolo 49,
Isumms wergoing toomwdool,altemdon ar&'MoNon SWI %Aveouft 4untsorfire W. cutting
be!a 6x4rditam with Article 87. %60 JOUAllad0A Of ft CIAO W atendpip*o1fim pUMps agd'�WAa
ut wa" combustible
87"16 EmerWq.1bkphow. When requimd by.tho e�ief, 3706.5 Isuftin waot
WAirl vowwftwshalt be providtd to serve;the-sondpipo.
or�C*Mbwf
Rancho Cucamonga Fire Dep4rtm- ent lakyhpnir fsa6d""be'Provided'at the t1wfor mverial,trash and nibbish shgU*not.bo turned at tbt,&akoWoa,
4vpomen�.The siw malm vpproved.Ad6imubdws of such matedai shaU be re-,
-014A3.2 Tmpomy Stan aft, thr,0"0% fWad
e-otemer&aqyaod , onQUthalke
Fire Safety Division Steindtird -site shall po;stod-a abmu to
pent"e"t ZyWetw an auerA addma a poasftucdon viov ftratfieste" accessm to udw4mbrA ime ba=
to -L-)of waWr pa mWato at Aze zogObo with-the tire depo=ftt te Ae.-tiumw, -ftreftm-
For penrAits to Sh sm $93
4 50.paiia&pet square i (�45 M).pr*tsure with a stftsdpipe.
sim of n%low thto 4 hos(1014=4-All*ulleo,4W n6t U FIre-pratecdon Plan., When requLmd by the�cWef*;a $706.6 Fire Wakh. WheA requlmd by e d�ef for*bvildiag de-
Im(bell�112 iwb CS(01$MM).Pa mplus equ jq g=,E mfiUmt Ewprottcdon pl=sball be-estobUshod. woUtion wWch is&UaAlm in Mmm,quafif4d pc�zo=0 shall bi�
R, A N*,C H 0 C C A 0 N A to I
06=014 OF0 APIMOVALS pmVide AIS pftmm MW VOW=-sball be,-avolable"v au-tinm �Provlded to sewe as watch.lmq sole,dmpfruv-
Tide�, Rancho CucaMonga Mire District.
Whm a-Cl&s�M smdp* sys watcb peaowitl shall be to watch for the 0==(Mce of rim
AWor4 of the&*ty.pm�fitms reqWrad for�Uflao Te SECTION SM-�-ALT- GRAMONS OF WILOINGS
W))dog
4 tallafion.for 3200 'Senies Knox Box
Knox Box ns $X4.4.3.3 fttafk4 reqWrewuU. Skwdpipe systom f*r S705.1 GerRrA. of
I Q E 0 N T Q U C�' T I 0 ,N t n V I C'C' W=ags u*&cowmcft4*AU balmsull*4 as mqulmd ft pa,, MOTION 8707-ASSEVOS ROMOVAL
-with tho Buftrig-Codo,appUmble provw"Ous'Of Secftn 0104,
Smdavd .09i3 Effiectimp 1130103 vum stowpioc-system, -870$,
b U I I D N 0. k N D A r E T Y '0707.1 GweraL Op4rado&s MI'ValAng wmaval.of asbates ov
Excen. loxt .0040AP 40PO"ss 0"'k, W 8*.� Combes0le Vebrl& Combusdble dt;bris '4WI-not be, #705a Ymmnials fx*m%buUtkjSS;:shaM be in accor-
( 909 ) 4 7 - 2 7 13 G*o V do M T1*iM*Vy0V4 of WOW*ftw*m. rc- sttm�, When tho'buiRlipg.is pro-
,jir4tecaft *
Revist�d- dance with.SeWon$707.
Page I of 2 1/29/04 buff&o Combuslibb dcWso rd�bbi*Md
imed by fix-pMeotion Symms.Patch�Yswnu sball ba�aWn
UMPIMONe-&,cdon'M d*A.:&AO%Apply.t*th&MT06Vid Of"-
wx"M'Wal$Wl b4"=V0"*Mb0"t'9fi*s0f1eft as Prato'
SF-CVON 11704 PJAESAFOY DUFUNG I CaL ConftadVe deb*,waaw mgedal ozd tmsh,sbaR vot.be
alontion requiresmWtx*doA of a,yard*n of a five.-
'MMAUCTION burm�d on the fite-utiless appmed.
L INTENT- $704.6 XoWr EqWPOICAt I be kept in wr- 7- 'Nim,ducts,6cdas or bom vhlch.bava a fenttb lo3s tba
TwPORARY..POWER RELA-A es"
ystcm a ruc 1,4=pr fat(64*0 r=),
&bot With.8"ftv 870k oWi0wou equipmt shall W used-41 accordme With ft fol;. to seolce,
1 3. WWI or Mling W*WbIch Itave An am aim 6=10 squm
CHECKLIST & PROCEDURISS, ten P . 10 Wait
To establis,h consis t.odehnes for the i stallat' n of aKnox box se"" g Wildings-o aith�a the.Fi ro .87041 A=w-Roa&,frm dqwMem acde%ioo&$ball be e* -as atEv*o. R�cqolrod mftm of evmss*oo pori nts ka(493 M2)*441*40m qrkw*0 10-Itneaket OW izu*
1. EqdpmW shall-be locaW so tha exb4ustsdonot dhatw��,. 87,05.3 Mea vi C
"buibed am XWWWA9dJnV=' rdWCa with$cadaa 902, Oall bo t%Wnutincd in aoodaiwe---vilb Aruicle M 4. Moor tiks whsin ft duutka af*work�can b-o oOmpleredwi Ir.:t
SUEMON.- Apptovtd&*mwuy Me=of 49=-q syaWu or
34NCS MOM Wn OPPMWAO 4_=Porwy U4*" load$ of a S. OnDup R,Division 3 Ocwpncics.
Z.WheA poWbl,6,6xhasts OaH be pz�pW to the 0019iftof die
THE FOLLOWING ITSWS ARE R15QUIRED TO OF. C01APLETED PRIOR. TO POWER wicift anicd 4M%W MA=WA Wbch VMYW UCM ft fft
11, AUTHORITY 9wimt
"PAW$W saww,4 ft $107.2 Nodficadon. The QWdsW b(,,nWOed 24 hour;prior w
SMA Fhv�.mfsOve Aswwb)k and Cooifrde&v. Fire-re-
14 � . . the comamcomm and c4osm of asbeaos-retooyal opendons,
qWpp2ont sbalt not-be refuekd wWle,In Wratim and-
RELEA$ES:, sistive=emblies=d constmedon-shall be mainw'ne;i in um-
87W WaUr Supply,'Wala mins ad Iy*atits sba)l be 4. ftd fort out- dancemilh swticm 1111. $hail notify tho:bw1dics pfficut whm as-
quipmoutsbaU bo ftored 4A=approved pe=dt 4vp
Th*'s standard is in accordatice with RCFPD Ordinance 39 and 2001 CFC*ArficJ6 90., 1 av%. batos abatemiat Jnvolv4g tbo itmoval of waftri*which were
uv.4 us a feature-of ibe building's rue xwWaam
8704A $10 -bPOf SEVOON 8706.-FIRESAFM DURING,DEMOLITION
THIE CONFIDENTIAL SU$Ih,V.$$OCCUPANCY INFORNIX ION AND U'TILITfiE$$HUT FORM (0LUE aftgz0-Vk,0_- T"Oray Jutating ftyiczs shig I
$707a Vlasfi�.Fam.
.m.A �TRID S' S oaappmved tyM looUed away fim edmb6tible.imutmiall,and
.a0PT sT- AND
fORM)MUST BE COMPLI�TELY FILLED OUT AND SUBMiTTVD, A�R- D um ax Jiu�WPA $7.06.1, Geneval. Demolition of bwwnp stiall.bc in Accowa=
otteaw ad malutdow tky 0012petm Pere-0=01. elemi am fto t��ftms r"kt�at as,n4ttlzod(bw comb�wftle,der..
$70" Fire ProteWon with Scodon 8706 ant�vdt=4pp4mble�Se cdons,8764 ad SM. or�dve material ia Acmdmc*wJ0$*otloo 110.3.13.
$7043 Smoking. Staoiang ba�prohibit4 oxrr4t.in
-PER�THE APP NS AND RCFPQ Knox boxes must be,installed on i ' th those
2. THE FIRE DEPA- RTMENT ACCESb�SHALL�BE Co M PJ_UED ROVED.PLA buildings withM -e Ranc�fio Cucamonga 97062 Automatic Sprinkhr Systmu When a Wildias-to bo
1�. When require4 by ilie Chict A-buafts=dun- am&appzovo&When,vq*od byft,iWd,a sulmWg 6wker=4 4 Appsowd
STANDARDS.. THIS INCLUDES.AC Pi VING AND ID',ZiNTIFICATIQN OF FIRE LANES. deOwhftd coMaW's-a spp*�tr system,sudhsys�ezt 3M11 M bg
Fire District,1"n the follo pemwwA&c,*Xdupis1ft#AYOM bo$Ott*lwtoftA,md orNo wortm ftas rw be pmted. eyAt-sad. dms dwouta*atica aim and waste-dis-
Wingmanner: TewjftV4ia0PeV�dVe ulthout Approval of the chief.
it;ja smim fire prwtaion tWil be provided ia awoWkw�with W00 Cuttihig and Welding. �vtfins.=4 wel4lnz-Opmtiovs p*osal ax�u for taxd
THE. uNDERGkOUND FIRE LINE WST 8F. COMPLETELY I'NSTALLE0t TESTIED, ANO- FINIAL Sao"8704. e T 0 s 1t*qtjlr#d-by ttw�oWd� Wt asbwo 10WAg rmwvtA from ft-afta,tbAt Wxsws isa 3us-
'th' 10-feet of ft froi3t door. The�Knox box sW11 be itl�cmdasce Wth.Arficle 49, $7063 Fir do6e..Sulta'W fire hose�a
-bu* di he =y pvtoOkm is-re-
PLOW 0EVICES MUST BE PAINTED RED, AND A. Boxes shall b&ftistallW oi!the wall of the 11 ng W1 in Sachhwsha11be:ma- pmted cat4riogea and that proW respka
ACCEPTANCE GRANTEE). FDCS, PI.V�S tkND BACK $704.4.2 Fire extWO&her& Fhr,adng"em shall'be pro- W440 M=vi-prqdpcWg EoApAwaa- Theuse oftor*eo or -;source of-water=4 not im -Ore
HYMANTS MUST BE PAINTED YELLOV SIGNAGE AND BOLLARD8 MUST JjE (NSTALL5D IN �hall be installed in fhe areas ia whicli they art rtadfly.-accessible. and with.hard.surface. qahvd.Siguablahma cdlec4ft MfaW*n41W9ft Sh4be,a
m"for-buwov unft 00AM040D WheA toqui`wd by ft"L name-prMlodas 4e�im(6r&e S,�Oa6,8 of pivajoiatS44 k�oiu dapaftwzt.us�o.af h5�Uaats, fwaimm of 2 1"Ac4ts(P MM)high.
ACCORDANCE TO RCFPD*STANDARDS, Tbo wmba md typ�of A41 W at 1 4.4 by ft
'awor&nm w10 At&le,49.
�e top of the.'box,shall,beinstatled no high Jowezth-aij 5 f- ect.frOw the adjacorit �6hftf,md the."e of exft#WAa sW bo,=112ble for ft iocd*
13. Th er than 6 feet nor 8704.11 M=wsb1e.LkvWs, The-storage,use and-baWling of
4, . THE OVERHEAD FIRE SPRINKLER SySTEPA SHALL BE INqTALLED, TESTED AND FINAL
ground.tov.el.
ACCEPTANCE GRANTED. 87"43. standpilpes. tion 00be provided for operMionsutftleg tho cation
mMai*.voataWsg fimmiabIt solvents.
C. 'The box.must be installcd in:sach a mannew-as-to be.6early visible aod fraa from anY obstructidn BM4.4,11. Where- r4quire& EVffy b0ding-four mries or
5. THE FIRE ALARM (SPRINKLER MONITORING, $MOK(5 'DETECTION, OR EVACUATION $YSTEMS) , I
more iaho4t$11A be prb*edwith not lem th�a om standpipt RX4.12 Op�m4ww Devlm,, Opeft-flato-deviecs mtd dtho
REQUIRED SHALL HAVE PLAM CHECK APPROVAL, BE 4�OMPLETEIY JNST-ALLED (INCLUE)INJ3. (inchiding trm�, bushes, etc.). MUM* b,6 itistalled sourm bc Jomtcd mi areawhote ih=W6
for use durbag 40 cdon.Ouch stadpipes 441
PHONE LINE$)AND MUST BE READY FOR TESTING, PM0M-*fM0*dCS00s a6tradw ola�35 fea(10 668 =at"iatSM. U1Ti&Uft4-
D. 'If the,'boic Is eqlaipped with�a tamper switch.�the letter "A", in either yellow or white, s4aft b.Q placed ial�t)I'M'14ght above the'loweu 1001.Of aft4q,onaunt uMs., $704,43 A46alt aba-Thr rueKlm Asphalt 4nd W keUks*shdl
Such Ma*#4 shill be psovide4*Vnith ft depUtMertt Thost,Call-
ALL.THE REQUIRED EXITS SHALL BE COMPLF.TF- AND, LEAD TO A PUBLIC. WAY, TH18. fNCLUD.�.8 *bjr bc kKatW avA ojmat�d in mmdaxtce�vvitb.Sev�on.I W6.
owAoas at aoce
oti'flie door of the box. �Sft Ioatiobs'AUM f0VS11b1tSM!13:Wd the
ANY CONCRETE FLAT WORK AND AC PAVING THAT WOULD LEAD EXIt SYSTEMS TO-A PUBLIC -M&S. -Wg
swdpipt budeatssboU bd located.64MM to sv�h USWO $70414 TewporaT MeWta WL Tvmpoxa:7 electrical
AS-40� -aboll be in accbrdko6 with!8wdon.8$03.
WAY. $stem sW1 be eitanW �p
E. .,The boX shall not-be piwte�d, as.-this hampicrs and in.som"e cases,prohibiis entryinto ihebox. omfim4of tbaWsh=PointofC*r1z4Uvd0AbAv-
$74.4,15 DoWng Acc*�9. Who m4tifted-by ft d*f,acwss W
oxes that havebeen painted mwt be repl' ed. cw
7. ALL THE 10TERIOR ILLUMINATION INCLUDING THE EMERGE.NtY LIGHTING ANb THE EXIT B Ac. bw1dings for the pumwo 6f *40.w* &I shall -provi4ed.
SHALL BE JN$TALLED; THE LIGHTING SYSTEM MUST BE READY FOR TESTINO,
F. The rcd ct.'vd Knox box decal must bc place.d on-the.in�in entrance 4oar-of tho Ufte. Yabove
8.. ALL :FIAE EXTING0I$'HER$ SHAL'L BE NSTALLED.' THr= MANUFACTUk.EKS DXTE. MUST BE the adjacent grou-nd leve-1. Ct%
OURkENT OR THE UNIT-MUSt BE TAibGED_' THE TYPE AND SIZE OF THE-EXTINGUISHERS M'UST*
BE Pl�-k RC:FPD,STANDARDS. main 'T STAN=�AR=� IN"OTES
..0) VVhena,Knox Vox, ig instaltediii atnulti-tenantbuilding, a decal�shdlllbephtced on ihe� 1= 1RE 1:)EPARTMEN
ingtalledprior to calling
9. ALL THE FIRE PROTECTION SYSTEMS RrEQUIRED FOR ANY SPECIFIC HAZARD SHALL HAVE PLAN entry door-of each suite. Additional-detA16 must he piprehased und
CHECK APPROVALv AND SE INSTALLED AND AEADY FOR TSSTING. for fitial r1re1tisguti
10. ALL HAZARDOUS MATERIALS SHALL HAVE PLAN. CHECK APPI40VAL, THE BUILDING SHALL. unt of boxes ra-ust be
G. Existing buildings withoutXn- ox boxds or With ati-iiiA&-vate amo
IDENTIFY THE MATERIALS T6�BE USED OR STORED 114 ACCORDANCE TO NFPA 704.: r W the final Mspection. A. 5efore making a request �6r final fire In5pec-tion,,ploose, rood ond romply vilth the appliroble RaFP0
otively oqui ed with a Knok box, o�additional bbxes
Totroa., prio notes.
11, THE KNOXBOX SWITCH OR PADLOCK$SHALL-1�_ITHER BE INSTALLED OR ORDERED..
14. Muffi-tenant.buildings over 50,000 sq. ft. sliali be furnishO with.more thaa'.ope-Knox.
box. Tho 5. A fire Inspection and Pinol a,' pproval Is reqvirad 1:�eforo the, buildl deportment N111 aaaept a buildin4a
Ploa�o call FIre Construotion Ser a to request oll fire Inepoc-tions ot
1:24 THE BUILDING ADDRESS MUST BE INSTALLED. THE ADDRE$S 'NUMBERS MUST HAvr: LIGHTING 10oation of the Knox.boxes shall be 4pprov'ed by the Chief final Inspeation request. (Fa
INSTALLED TO PROVIDE AUTOMATIC ILLUMINATION DUkING'THE HOURS OF DARKNESS. (1000 4-1 -2115.
jb ro Iri-or only
1. When buildings have fire PrOteQtiOn cqwpm,Cut�rQoms access Ae f in. the,ex-ft, an
IS. A COMPLETE,SITE PLAN D!RAWN ON 8 V;T X�I To OR I I" x 11" PAPER II)ENTIFYING'THE. LOCATION c. A Knox box rnust exist on ihe, IPv11d1nc3 or o Knox box must be purchcised and installed in oraordanao
pi npl Inspection.
additimal Knox Box shall be provAded at flie door of the fire e, ipw'ent MOM vilth RCFFV pollcq loafore N
OF T-HE POLLOWING IUM� MV8T- 81� SUBMITTED.
V. The, keg to the building or pulte must be given to the fire Inspeator ot the time of flnol Inspertion. The
A� -rHE BUILDING FLOOR PLAN AND LOCATION OF TH5 ADDRESS NUMBERS, dentifying thp-suitee,tQ Wh keg Y4111 be lockoct In the Knox' box for fire deportment emorgenag occess.
S. ACCESS POINTS/GATES'k-ADJAC ENT ROADWAYS,,AND FIRE LANE$. J. All keys placed.inside the-box.must be marked i jch,it pro.vides acc�ss-or
-DkANTS,,PIV'S.,. RISERS, FDC!S, I "t operatos(a key tag may,be�-attached,f o the,key).* E. FIre extinguishers must be 1�nztcfllecl per RC.,FPV Fire Extinguisher policy. Stort the pl=oment of f Ire
C. LOCATION OF ON-grrE AND.OFF-SITE FIRE"Y which device 1
extinisher neor the axtarlO exit doors. Mount the f ire extinguisher in a viellple ond acaassible loration,
0. KKOX BOX LOCATION, 5 142 to 5' above the f Inish f I 6or to the handle. 5ulldlngs Mth multiple f loors must hovo ot loost one f Ire
E, FIRE ALARM CONTROL PANEL AND KEY PAD. K, Duling the final ocolipancy inspection,the.Knox bOX inust be locked by the.flie deParttneftt
F. ' �LITILJTfES.6H.UT OFr LOC ATIONS (,GAS- ELECTRIC, AND WATER). extinc3u1sher per floor. Light Hazard (off Ices, alassrooms, ahurrhes, ossambl� rooms, residential)
I erly.I I I
personnel' with a-11 the prop ideiltified k6YS ingide. The Knox box door shall -e. attao.bed to the oaruponales require %2A10S6," f Ire extintavishers. The moximum coveroge aroo is 5,000 sq, ft per
G, OTHER FIRE SUPPRESSION.$YSTEM$p HAZARDOUS MATERIAL USE AND STORAGE.
box with the ch�dn provided. extinguisher and the rnox1mvm .,trovel distonee Is '15'
14, ALL THE REQUIRED UNIFORM FIRE CODE PF.50MITS SHALL HAVE BEEN ISSUED AND THE t t:2. A Confidentlal Swelness InPormation form must be fillecl out the, oacupont/cy4ner prior to final
BUSTISL�E L.IQUID.S.,
NECESSARY PLANS. APPROVED, HIGH ,'P.ILE STORAGE, LPG, COM Adclitional Knox. boxes may bedesirc�d by�ho ownerloocupant and/ormquired by the Fire Distric tion and loo providod t6 the fire Inep"tor. The, form is ovalloble, from tho Fire, Ceonstruc-tion
4 insper,
ASSEMBLY USE, WELDING,.ETC.) boxes-shall be apjproved by the Chiefpnor to installation.
The location-of thesoXmix. Services (POS) covnter.
15. PROVIDE A LETTER-OF INTENT FROM THE OWNER AND/OR TENANT ON COMPANY LETTERHEAD,
The kqys required intlie Knox box are for.the main. 6. l5efore lumber is dropped,��RCFFV must opprovo the fire acrese rood ond the Noter supply. Oontort
K A masterkoy Ispreferxed, but'not.required, 7
SIGNED BY, AN AUTHORIZED COMPANY OFFICER OR THE OWNER REQUEST-ING TEMPORARY the r1ro Constrvation Sarylaes at (410cl) 411-2115 to aoordinata the Inspeation, Nhen the projeat is reaciy
POWER. INCLUOE A DETAILED, ANALYSIS-Or THE PURPOSE FOR A TEMPORARY, CONDITION'AL entrance to the suites. Padlock keys for pffsonnel and vehicular ptes,control valves,.break away
for Insp"tion.
fjr6 glarm.panels, rooffiatches, eleotrical room,mechamcal,rooms and elevator recall.
RELEASE, AND NOTE THAT THE BU.ILDING OR SUITE WILL NOT BE -OCCUPIED OR USED FOR, - pad"Iocks,,
STORING MERGHANDISE, fSEEATTACHED SAMPLE L&tSR)
SECOND PLAN CHECK (REFER To NRITTEN RZE5FONSE5) 01 AU6 06
16, FOR TEMPORA0, POVVEP. OF ALL.SHP-LL BUILDINGS, PROVIDE A LETTER OF INTENT FROM THE
D15VELOPER AND OWNER $'tATIN THAT THE BUILDING WILL NOT BE OCCUPIED UNtIL THE
FIRST PLAN CHECK (RZFER TO NRITTEN RESPONSES) 51 MAY 05
BUILDING AND SAFEV DEPARTMENT RELEASES OCCUPANCY TO THE BUILDING AND THAT THE
inspection Note: CRY
POWER RELEASE IS ONLY FOR THE TESTING 05 THE FIRE ALARM AND THE BUILDING-SYSTEW5,
DESCRIPTION OF REVISION DATE APPROVED:
IF SOME FEATURES OF-THE BUILDING REQUIRED FOR OCCUPANCY HAVE NOT BEEN INSTALLED, Fire Construction Services must inspect the building for final and grant acceptance before
MOM"
ATION, EXIT'S-IGN& d for the' fmal pection.
PLEASE NOTE EACH ISPECIFIC ITEM SUCH�AS LIGHTING, EMERGENCY ILLUMIN the building department 4
is summone ff HIS
cljc�Afo
ETG. (See-AsucHEu SAMPLE.LEIIER) -2713 CITY OF RANCHO CUCAMONGA
Pleas call Fffie Construction Services for inspections at 909477
17, WHEN AS BUILT PLAN$ARE REQUIRED,THE.PLANS MUS1 BE$UBMITTED AND APPROVED.PRIOR
RANCHO SUMMIT - PARK C
TO,ANY RELEASE.
AT THE TIME OF POWER RELEASE MUST 'HAVE THE RCFPD PROCEDURES AND REQUIREMENTS
a. AL� CON.STRUCTION WORK CONDUCTED
REOUIRED 8.U11.0ING-PERMIT.
19. FIRE CONSTRU.CTION SER)/ICES (FC6) FIELD PERSONNEL SHALL REVIEW ANY ITEM$ NOT
COMPLETED W ITHTHe FCS. SUPERVISOR. - PULTE HOMES/DEL WEBB
APPROVED BY: DATE- z
JJ RCE-.. 2 953
CITY ENGINEER
DESIGN PLAN PREPARED BY: RECOMMENDED
913 JRM JOHN MELCHER,AIA ARCHITECT
CALIFORNIA ARCHITECT LICENSE NO.0913
REN L DATE DRAWN SHEEr
30%PRIL 20D7 6779 TREELINE PLACE
WQM RANCHO CUCAMONGA,CA 91701 L-25 OF 33
909.268.8777 FAX 909-948-8677
CHECKED DRAWING NO.
9 JUL 2004
JRM DATE FILE NO
CA
n
+2953
.....................
"'MBING 'EGEND AND SYMBOLS
GENERAL NOTES
FIXTURE SCHEDULE
SYMBOL ABBREVIATIO DESCRIPTION
L THE OTAL INSTALLA flON SHALL 00kift Y WT14 ANY AND ALL REOUIREMENTS OF HE L AL Y
SYMBOL DESCRIPTION WASTE TRAP VENT CW HW REMARKS MANLIF. NO.
,CONSTITUTED AUTHORITIES HAVING dURISDICTION INCLUDIW 2001 U80 WITH CALIFORNIA DETAIL No.
I UNCII)PO WITH 2001 CALIFORNIA AMENDMENTS
AMENDUENTS A0 200 HEET No.
PE 0 A
�NAL-WARC 679-1 TION REFERENCE
0 UPLIANT WILL MOUNT W, 2. THE- CONTRACTOR SHALL wSIT THE SITE PRIOR TO 81D AND 5HALL THOROUGHLY FAMILIARIZE P-1
r1c I IYA TIROL OSE T 4 //v T 2"
ADA CO 795
WALf S16�ff HIAIScy WITH THr EXIS77NO CONDITIONS,UNDER WHICH HE Will 8FREQUIRE0 TO WORK. /,--�STACK/RISER
Pj,'UM811VG STACK OR RISER Rk*FERENCE
W1 A 2RD MOVD,It # I
PpRowso vAduuM,BREAKER W009F( �?4P
L 004 TC UNDER L A LOODR I BACKTIOW J. ALL 11VOICA TED DIA06100 ARE APPROXIMA TE AND ARE GIVEN FOR ESTIMA TE PURPOSES 0)4 Y.
314
HB-I HOSE 618J AS REOP BY CITY %F0j?E pl?OCEEDING WrTH THE WORK THIS CON7RACTOR SHALL CAREFULLY CHECK AND VERIFY
.......�e� T REFERENCE
WALL HUWG�1.5 CPU) DURA-WARE It953 W1 OP ALL ffil,961ONS, SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONS181LITY FOR
1 114 1 11.9' 112 112 ADA COMPLI HT VALVE11736 & TE P 0 OTHER PARTS OF THE
4 THE RTTING OF ALL EQUIPUENT AND MATERIALS HEREIN REQU10 T Rw _ RW fi! FOL A/M WA TER
L-1 LA VA TOR Y 2' TRAP AQ
WORK OF OTHER TRAOES.
J.R,). SMITH JL�05-A-R-P6 CA CA AIR
5 SQUARf 7 TOP
4 P PRIMER HE EX TEN T THA T A L L OFFSE Ts' BENDS,
FO-1 (LOOR DRAIN 2 1 112 4, THE ORA WINGS A RE ESSEX TIA L t Y DIA GRA MMA TIC TO T CA CA 0 AIR OUTLET
TRAP PRIMEk CONNECTION F
5fffflA L R TTINGS A AID L 004 17ONS A RE NO T EXA 0 TL Y L OCA TEO.
11.9 CW 0 WA IER
WALLUOUNT H 5 "0'9FL
I W Iry TE T WA IER
1 112"' A DA COUPt 1A N T 76700 NOINTING-PLA
DF-I DRINNIVO FOUNTAIN 2" 1 112"' 5. IN THE pREpARATj0)V Of' THESE DOCUMENTS, CERTAIN ASSUMPTIONS ARE MADE REGARDING HW
SS FINISH f W1 THOU T REUN
EXISTING ColvolflONS, SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIA81 HWR T WA TER
-----------I— WALL HUJVGj,1-0 (K) PE
f 1i7vA t-WA RE 70 7
(OUTROLS 1 §1795-41 EXPENDING AD9177ONAL sums OF MONEY OR DESTROYINO OTHERWISE ADEOUATE OR SERVICEA8LE S or W or WASTE ABOVE GRADE (or FLOOR)
F AX
U-1 URI INT 1 112 314 0 17"AF AL, BUILDINOS ANDIOR EQUIPMENT, THEREFORE
IVAL 2" 0 44" Aff MAX WALZ SL ff VC PORTIONS OF EXIS77NG THE ENOINEER SHA I L NOT 8E
w — 0~� S or W �IPE BELOW 0RA06 (or FLOOR)
--------- ...... CISION PLUMBING HEL 0 RESPONS18L i
PRE I E FOR ANY 0ANGES OR A001TIONAL COSTS INCURRED DUE TO EXIS77NG
-R CONDITIONS, v UU818G VEN T
TRAP PRINER 112 W11H ACCESS PAIV2 PRODUCTS 'PRIME ITE
112ft INLET & 11211 OUTLET --------- PO -OFF*DRAIN t1lVE,
PRECISION PLUM81NG 6. ITEMS RELATEO To pLUMBING UT11177ES ANDIOR OTHER SERVICE(S),,, MA7ERIAL.5. LABOR, PERMITS, cwv Cwv TION WASrE AND VENT
SEE P4AIVS FOR 5 ff PRODUCTS SC-SERIES , ffrFS ETC., SHALL BE VERIFIED WITH THE RESPE077VE SERVI)VG UTIllrY COMPANY PRIOR TO
jWA-1 kYA TER HAMNER ARRESTOR VARIES WITH ACCESS PANEL SUBMISSION OF A 610, THE ACT OF SbRUITANG A 81D SHALL CONS171UTE FULL RESPONS181LITY —COND— COND TE DRAIN
......ll� SD SD A60VF, GRADE (of FLOOR)
OF THE CONTRACTOR TO INSrALL SERWCE(S) IN COMPLIANCE WTH THE REQUIRE41ENTS OF TRE
T RDIOD
SERVING UTILITY COMPANY AND HE MECHANICAL ENGINEER. THE CONTRACTOR ShAtt 8E RD/OD OVERFLOW DRAIN A60VE GRAO-E FLOOR)
E FOR ALL CHARGES LEVIED BY THE SERVING UT11W COMPANY CXCEPTING THE FIRST X
RESPONSI& S LOW PRESSURE
BILLING DEPOSIT,
jq, S MEDIUM PRESSURE
MPG MPG
WORK AND
7. THE* CONTRACTOR SHALL COUPL Y WITH ALL CONTRACT DOCUMENTS IN LAYING OUT HIS 0111D PROPANE GAS
LPG 1po
EQUIPUENT. HE SUALL 000ROINATE THE WORK OF 7HISSECTION WITH THE WORK OF OTHER AS AS UTOMA77C FIRE SPRINKLER
rRAOES AND ALL JOB COA(DITIONS.
T SETIER
8, THE INS TA I L A 77ON OF A CCESS'PA NELS OR 0 THER INDICA TING EQUIPMEN T OR SPECIA I TIES sov T VAL VE
REQUIRING READING, A0JUSTMENT, INSPECrION, REPAIRS REMOVAL OR REPLACEMENT ShAkL 8E
Cv CHECK VALVE
0VTl Y LOCA
CONViN TED W17H REFERENCE TO THE FINISHED BUILDING.
REOUCING VAL VE
PRv
9. ALL EQUIPMENT AND FIX7VRES INSTALLF0 UNDER THIS CONTRACT SHALL 8E HUNG OR ANCHOREO PT? TEMPERA TURE RELIEF VAL VE
TA61E NO. 16 A-0.
IN ACCORDANCE WITH TITIE 24s .56 E BACI(FlOW PREVENTER
—ii,�i!��:,i,��:!,:!����������;�!l�,��ililiI 16:1 "'x— RPBFP PRF UR
T OF THE'DRA RqNGS AND SPECIFICATIONS 1.5 TO CON,51RUCT 7HE PROJECT IN DN !Plff OOWN
10, THE IN TEN
A CCOROA NOE Wl TV T1 71 C 2 4t CA UFORNIA CODE OF REGUt A T100, UP PPE UP
DN DOWN
a WHERE MA 7ERIAL /5 SHOWN ON WE ORA WINGS BU r NOT SPECIFIEO.. IT SHALL 8E OF THE SAME
TYPE AMO QUALITY AS Ex-577NO MATERIAL. UP UP
& Pw
0— c— RISER DROP (UP AND DOWN)
12 THE,FIRE PRO TEC TION CON TRA C TOR�SHA L L PRO VIDE A L L REQUIRED H YORA UL 10 CA L CUL A TIONS A ND
FIRE SPRINKLER HEAD LOOA71ON IN ACCORDANCE WIH NFPA .13 TO THE-LOCAL FIRE OEPARTMENT FGO now aEANOUT moo
FOR RE14EW AND�APPROVAL OF THE FIRE PROTECTION SYSTEM,
�WALL,
woo C%%
I-A
li, TEsr SYSTEM(5) IN AccOROANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIE-5. 00 C.Bil PLUG
a a r G. ;YARD aEANOUT or CICANOUT TO GRADE
—4
CAP ON END OF PIPE
14. A L t a EA NOV TS SHA t L BE INS TA L L ED WHERE REA 91t Y A CCES518L E A ND L OCA TED A S PER CODE
RE0411REMENTS THE CONTRACrOR SHALL CooRDINA TE Att aCANOUT LOCATIONS W17H EQUIPMENT
I HO,
CA61NETSI ETC, AND THE ARCHITECT PRIOR TO ANY INSTALLA TION. H8 5E 8/86 WITH,VACUUM BREAKER
WHA & TP WATER HAMUER ARRESTOR fl?Ap pgUg
LL BE RESPON518LE FOR PA TORINO AND REPAIRING ALL PAYED AREAS
15, THE CONTRACTOR SHA Bv IL VALVE
WHICH ARE EXCA VA TEO AN910R OAMAGED By HIS OPERATIONS. INADD1170N, rNECONTRACTOR
GR GAS REGUt A TOR
SHALL RESTORE TO THEIR ORIGINAL CON917ION ALL PLANTED AREAS DAMAGED 6Y HIS
OPERA TIONS� Gc GAS COCK (or GAS STOP)
A.P. ACCESS PA MEL
OOVE
16. A L L CONNEC 77ONS TO EXIS TING SER VICES SHA I L BE MA VE SUCH THA T IN TERRUP RON TIME,W11 L BE
A6V.
A S SHOR T A S POSSIEL C THE CON TRA 0 TOR SHA t t G1 VE THE 0 WNERS REPRE2N TA V VC SUFFICIEN T A
NO 710E OF SUCH IN TERRUP TIONS A NO THE A C TUA L SHU T-DO WN 77ME $HA L t BE A T A TIME BEL, BELOW
TEO 8 Y THE OWNERS REPRESEN TA 77 VE,
OESIGNA aG. CEILING
ALL EXTERIOR WATER SHUT-OFF VALVES 8ELOW GROUND,SHALL 8f'INSTALLED IN YARD BOXES CONN CONNECTION
CONTINUATION
W1 TH Co VERS C(q1vSp10UOVsL Y MA RKED "W4 0 SHU T-OFF RESPEC TI VEL K CONT
(E)l EXIS I EXISTING
Ov) NEW
ANCHURAGE AND BRACING NOTES ON DOWN
HANDICAPPEO
H.C.
ALL MECHANICAL EQUIPMENT SHALL BE 8RACEO OR 14NCHOREO TO RESIST A HORIZONTAL FORC& AC77NG INVERT ELEVATION
IN ANY DIRECTION USING ?HE FOLLOWING CRITERIA, Nc NOMYALL'Y CLOSED
NO NORMALLY OKW 242 Eost Kirport Ofive,SWe 11207
FIXED EQUIPMENT ON GRADE 20ro OF OPERATING WEIGHT, Son Beinordino,CA 92408
P.01 0. POINT OF CONNE0 TION
Phone:909-890-3700
-$W3770
909
FIXEo EQUIPMENT ON sTRVOT, JOY,, OF OPERATING WEIGHT POINT OF�DEMOLITION Email:coc4@designwasteng.com
TYPICAL
2 7E I NO ND
p0yef1? ,0R1V@v PINS., SHOT PINS 6HALL 8E A MINIMUM OF 0,14511 DIAME R 6Y 1 12' LO A U-0.-N. UNIESS 07HER N07ED
VENT THROUGH ROOF
0V80DED A MINIMUM OF 1 114" INTO THE 0ONCRETE. IEST PINS FOR 2001 PULL-OUT LOAD ON 50.15' VTR DESIGN WEST ENGINEERING
OF 7HE FIRST 20 PINS INSTALLED BY EACH OPERATOR, F ALL PINS.PASS THE PULL 04 1HEN TEST W/ Wl TH MECHANICAL EkGINERiNG&E14ERGY CONSULTANTS
I 01vo OF THE REMA INING PINS INS TA L L 0 B Y EA CH OPERA TOR, FU PLUMBING FIXIVRE UNIT
SEC CONO SECONDARY CONVENSA TE
E SUPPORTED AND 8RACEO PER THE $YACNA "GUIDELINES FOR
PIPES DUCTS AND CONDUITS SHALL 6
SMIC RES7RAINTS OF MECHANICAL SYSTEUS AND PL40ING SYSTEMS' THE '�5UPERSTRUT SEISMIC
T SYS7EY" FOR PIPES AND CONDUITS ONLY.
RESNAIN
PIPE MATER AL �SCNHE,DULE FIRST - PLAN CHECK (REFER TO WRITTEN RESPONCES) 31.41AY 05
DESCRIPTION OF REVISION cay
."...... DATE APPROVED:
Pipe Matedol Tpe 0), Pressurs Shut-Off
Ro(I
$cryke Wafght uotedo'l '09 Volvo CITY -OF RANCHO CUCAMONGA
pg sylp
Cold Wotor cost 8ronzol RANCHO SUMMIT - PARK C
copper I Tube $Older i d
Abv. ftuad Wrought Copper
check
PLUMBING LEGEND,
Cold Water cast,6/onzel NOTES, SCHEDULES
COPP Soldet Id
or K Tube Irfought copper 125 16011
8dow Gfound AND DETAILS
Hot Woter cost 8ronzel
Abv. Cround Copper I Tube a 0ought Copper. 125 6017 PULTE HOMES/DEL ' WEBB
vlent service wefght ft-h U JVIA NIA NIA APPROVED BY: DATE: �4
closl /ton CITY ENGINEER
RCE: ?4953�
DEMN PLAN PREPARED BY:
INN'
Service Weight RECOMMENDED
4
No-bb smi JOHN MELCHF-R,'AIA ARCHITECT
J VIA
clost /ton MIA
Dmins copperl hube 125 35' CALIFORNIA ARt.;HITECT LICENSE NO.C-3913
DRAIV14 SHEET
17-1 TREELINE PLACE
smi NGA,CA 91 7ol
RANCHO ClJ0AM0, L-26 OF 33
909.268-8177 FAX909,948,8677
c CHECKED
DRAWING NO.
TM 07/09/04
WE , .FILE NO
............
Li
'0
BINA
V
DENSA
I TEE
11 "
V.
A I ER HA MYER
ARRESrOR
i
PRECISION PLUMBING REFER TO PLANS
PRODUER CTS L
AP FOR
770N.AN +
10°_O`
1 IN. IRENCH EXCAV ON
REFER TO PLANS
" /N. ; .®;. DI57RIBU770N UNIT
FOR SIZE AN
.: PIPE MUST BE SUPPOR7ED NHERE REQUIREO.
0 PIPE H PASS RU ►' ' ' UN I E LOCA OF
.
PIPE.
15 POR77ON OF F O Nr ; +�. "
807TOM OF F0077NG. ..
` 2 TO FLOOR
4 A.X. DRAIN
PIPE SIZING AND
. •
•. FLOG DRAIN A PRIMER
IS I U17OCHART SELECTION TABLE
®.
! ' , IPE NO. OF TPRIMERDEL. ON 15 USE STAND DIS I TI PP FlX E CROSS
RAINS O E SEC PRESS. PIPE STYLE UNIT IS SIZE UN17S REF. P01
PIPE SLE . P.
1 ) --2 2 OZ STRAIGHT NOT REQUIRED 112" 1-11
BOTTOMOF TRENCH 314" 12-J2 B
XCA VA flON SHALL 2 2 P-2 2Z. S7RAIGHT 2 OPENING
OT E N EL 1°' 3 - C
IS UNE. 3 P-1 5 OZ. SIRAIGHT 3 OPENING
1 11 " 1-113 I1
P-1 5 OZ STRAIGHT 4 OPENING 1 112" 114-154
2" 155-330 F
3 ToRm"A P PRIMER DETAIL TER HAMMER ARRESTOR DETAIL
OP"PE Tom"RU 101"1�OOTING DETAIL
FLASHING
IN TO VENT PIPE
"
MIN. FOR CONT SEE CIVIL DRAWNGS
ROOFING OVER RASE
PROVIDE APPROWD 2"
CW SO.V. IN CONC. YAR OX
L8. SOFT LEAD4
FLASHING
2"f25 FU)
SEE ARCHITECTURAL
DWGS FOR ROOF8IN• --- DF
CONS U077ON J" VTR
1-112"
1
F 314"
(UNE 3"
"CW UP
314" C ON 2" FACE O ALL
T PIPEU. ROOF
SEE PLUMBING FC
PLANS FOR SIZE&LOC. '�
� � CO T �
wCol 2"" l
I ( OF 2) a t 2 2" CW DN WALLO
HB 00 1o FULL SIZE HEADER
I "
OF 2" 2Typ "
242 Bast Airport Drive,Suite#207
2" San Bernardino,CA 92
2" NO ne.909-890-3700
Fax 909-890--3770
VENT THRU"' DETAIL2„ OU ALL T PIPING IN PLUMBING CHASE HT Email:cad@designweslang.com
1 2" TO A L L S ALL HORIZONTAL CROO I CH S
1 SHALL BE A MINIMUMOF 6'-0" .FF.
I 1_112„ NJA DESIGN WEST ENGINEERING
f4f MECHANICAL ENGINEERING&ENERGY CONSULTANTS
4
I 1 4„ CO 1--112"
WHA LL WCO do
F 3
� 1 1-112Opole
"
IL
CREVISIONS 27 NOV 0
TP
FIRST CK (REFER TO WRITTENC Y 05
C
4"
OA CITY
DESCRIPTION OF REVISION DATE PROVED:
1cucCITY OF RANCHO CUCAMONGA
4"
(TYP OF 5),
RANCHO SUMMIT - PARK C
CTG0 AND VENT FLOOR PLAN
'
AND DETAILS
4"(16.5 F .) I.E. -1, 10"
FOR CONT waw DRA WNGS PULTE HOMES/DEL
APPROVEDYDATE 7
-
CITY ENGINEE� .
4953
DESIGN PREPARED-BY: RECOMMENDED
L MBI,NG FLOOR PLANSMJ s I ITECT
.w1
o. 3 VYN CAL} }� CH}TECT LCCENSE .0813
SHEET
b 6779 TEELINE PLACE
RA
SCALE' t14"� 1�0" •
Smi RANCHOCUCA ONGA,CA91701 OF 33
909.266.6777 FAX 909,848.8677
OF CI.`F
CHECKED DRAWING N .
TM DATE 47/09,/04 FILE NO w
ELECTRICAL SYMBOL LIST LIGH .TING FIXTURE SCHEDULE G,ENERAL NOTES SEISMIC NOTES
S MB.OL DESCRIPTION TYPE DESCRIPTION FINISH LAMP(S) REMARKS MFR. & NO.
7S Y
1. ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE LISTED, LABELED, ANQ INS TALLEQ PER A RECOGNIZED ELECTRICAL TESTING LABORATORY. THE SEISMIC BRACING AND ANCHORAGE OF ELECTRICAL CONDUIT SHALL BE IN ACCORDANCE WiTH THE GUIDELINES FOR SEISMIC RESTRAINT OF MECHANICAL SYSTEMS AND THE
51.74"L. x$74" W. x 3.96"D. VANDAL WHITE 2 32W, COMPLETE WITH 120 VOL ; 2—LAMP LUMINAIRE LlGH1TNG PLUMB/NG PIPING SYSTEM, PUBLISHED BY SMACNA AND PPIC, AND APPROVED BY D.S.A. PRE—APPROVAL NO. 80010 OR AS PER D.SA. ANCHORAGE PRE-APPROVAL NO. ROOOJ
() 2 CONTRACTOR SHALL CONDUIT AND/OR ELECTRICAL EQUIPMENT IN LOCATIONS WHICH CAUSE AS LITTLE INTERFERENCE AS POSSIBLE WITH INSTALLA77ON AND FOR SUP£RSTRUT SEISMIC RESTRAINT SYSTEM; OR PER D.S.A. PRE—APPROVAL NO. R0071 FOR KIN—LINE SEISMIC RESTRAINT SYSTEM; OR PER D,SA. PRE—APPROVAL N0. R0120
CONDUIT HOMERUN TO BOARD/PANEL, LETTER AND NUMERAL(S)INDICATE BOARD/PANEL AND CIRCUIT NUMBER(S) RESISTANT FLUORESCENT T8, R S, ELECTRONIC BALLAST ,ALV--232—ELECT-120—OP—WHT
A-1,J
A MAINTENANCE OF ANY NEW OR EXISTING MECHANICAL AND/OR PLUMBING DUCTS, LINES AND EQUIPMENT. FOR UNiS7RUT SEISMIC RESTRAINT SYSTEM.
4100K.
CONDUIT RUN, CONCEALED IN CEILING, WALLS OR UNDER FLOOR S J. FiNAL CONNEC77ONS TO OWNER—FURNISHED EQUIPMENT SHALL BE MADE BY CONTRACTOR, UNLESS NOTED OTHERW1SEr ANCHORAGE OF EQUIPMENT WEIGHING LESS THAN 400 POUNDS AND SUPPORTED DIRECTLY ON 7HE FLOOR OR ROOF STRUCTURE NEED NOT BE DETAILED ON THE PLANS
OR APPROVED EQUAL (CALIFORNIA BUILDING CODE, SECTION 23J6(a). HOWEVER, SUCH EQUIPMENT MUST BE ANCHORED AND THE ANCHORAGE SHALL BE APPROVED BY THE ARCHITECT. THE
CONDUIT RUN, UNDERGROUND 4, EXACT LOCATION OF CEILING MOUNTED LIGH77NG FIXTURES, EQUIPMENT SHALL BE AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS. INSPECTOR OF RECORD SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED.
6.71" W x 10.83"A x 5.79"D. EXTERIOR BRONZE (1) 50W, COMPLETE WiTH 120 VOL T, HiGH POWER LUMINAIRE LIGHTING
V. CONTAINED THEREIN. TWO 12'S ARE INDICATED SURFACE MOUNT H.I.Q. AREA LiGHT METAL HALIDE FACTOR, LOW 7FMPERATURE BALLAST jSWP 610-50 MH-120—CP—BRZ 5 NUMERAL(S) SHOWN OUTSIDE TOP HALF OF LIGHT FIXTURE IDENTIFICATION SYMBOL, INDICATING QUANTITY OF LIGHT FIX7URES REQUIRED, SHALL NOT BE USED FOR ALL ELECTRICAL EQUIPMENT WEIGHING LESS THAN 1000 POUNDS SHALL BE BRACED AND OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIREC77ON USING THE
CROSS LINES ON CONDUIT INDICATE NUMBER OF X12 AWG., 600 �
WHEN CROSS LiNES ARE NOT SHOWN. NUMERAL, AT CROSS LINES, INDICATES THE SiZE OF CONDUCTOR(S)IN LIEU OUAN77TY TAKEOFF AT BIDDING OR FOR DETERMINA77ON OF FIXTURE QUANTITIES TO BE INSTALLED. CONTRACTOR SHALL PROVIDE ALL LIGHT FIXTURES SHOW ON DRAWINGS. FOLLOWNG CRITERIA.•
d /
10 OF 112. CODE SIZE CONDUIT CROSS LINE IN ELLIPSE 1NDlCA1ES GROUND, #12 UNLESS NOTED OTHERWISE, 7
OR APPROVED EQUAL 6. OUTLET LOCATIONS SHALL BE COORDINATED 1f9111 ARCHITECTURAL ELEVATIONS PRIOR TO INSTALLATION DO NOT MOUNT RECEPTACLES BACK TO BACK, RECEPTACLES Fill EQUIPMENT ON GRADE 2Oq OF OPERA77NG WEIGHT
MOUNTFD IN COMMON WALL SHALL BE SPACED HORIZONTALLY A MINIMUM OF 24"ON CENTER. RECEPTACLES MOUNTED ON OPPOSITE SIDES OF A COMMON FIRE RA 70
CONDUIT AND/OR CONDUCTOR RUN CON77NUA TION 6.71"W x 10.83"H. x 5.79"D. EXTERIOR BRONZE (1) 5OW., COMPLETE WITH 120 VOLT, HIGH POWER LUMINA/RE C/GH77NG WALL SHALL BE SEPARA TED BY A STUD. FIXED EQUIPMENT ON SIRUC7URE 307 OF OPERA 77NG WEIGHT
C SURFACE MOUNT H.I.D. AREA LIGHT METAL HALIDE FACTOR, LOW TEMPERATURE BALLAST #S6NF'610-50 MH-120—CP—BRZ 7. DRAWINGS ARE DIAGRAMMATIC ONLY. EXACT ROUTING OF CONDUIT SHALL BE DETERMINED BY CONTRACTOR. ANY ADD177ONAL COST REQUIRED TO ROUTE CONDUIT EMERGENCY POWER&COMMUNiCA77ON 509 OF OPERATING WEIGHT
PANEL DESIGNATION.- E=EMERGENCY CIRCUITS; FIRST NUMERAL INDICATES FLOOR; SECOND NUMERAL INDICATES 70 DIFFERENTLY THAN IS INDICATED ON 7HESE DRAWINGS SHALL BE INCURRED.BY THE CONTRACTOR. EQUIPMENT ON GRADE
E41A VOLTAGE, 1=120/208V., JO, 4W; 2=24OV, JO., JW; 3=120/2�40V, 10, JW.; 4=277/48OV, JO, 4W.;
5=120/24OV., J0, 4W; 6=48OV., JO, JW,; 7=120/208V., 10, JW.; LAST LETTER iNDICA7FS PANEL OR APPROVED EQUAL 8. CONTRACTOR SHALL BE RESPONSIBLE FOR CUT-OUTS IN TILE OR COUNTER SPLASHES WHERE RECEPTACLES, OUTLETS, ETC. OCCUR COORDINATE EXACT LOCATIONS AND EMERGENCY POWER& COMMUNICATION 75,, OF OPERA77NG WEIGHT
20"ROUND x 18"HIGH EXTERIOR POLE BRONZE (1) 100W. COMPLETE' WITH 240 VOLT HIGH POWER SPAULDING YOUN77NG ORiENTA77ON WiTH ARCHITECT PRIOR TO MAKING OPENINGS. EQUIPMENT ON STRUCTURE
BRANCH CIRCUIT PANEL, SURFACE MOUNTED(+6'0"A,F,F TO TOP) MOUNT MI.D, TYPE AREA LIGHT HIGH PRESSURE FACTOR, LOW 7E•MER47UE BALAST 14' LUMINAIRE.- VA-IF4,5-SIOO-VR-240-DBZ 9. CONTRACTOR SHALL SIRATFGIGALCY LOCATE BOXES, ETC. IN AREAS CONSIDERED ACCESSIBLE FOR FLEXIBLY MOUNTED EQUIPMENT- USE 4 x INE ABOVE VALUE
SODIUM ROUND STEEL POLE AND ALL HARDWARE SIMULTANEOUS VERTICAL FORCE - USE 1/J x THE HORIZONTAL FORCE
DISMBUTION BOARD/PANEL, SURFACE WALL (+6�O"A.F.F TO TOP) OR FLOOR MOUNTED 1 iO NECESSARY FOR INSTALLATION POLE.• 14-RSPT-4.5 10, WHEREVER A DiSCREPANCY IN SIZE OF CONDUIT, WIRE OR EQUIPMENT ARISES ON THE DRAWINGS, CONTRACTOR SHALL INFORM THE ARCHITECT AND BE RESPONSIBLE FOR
OR APPROVED EQUAL INSTALLING THE LARGEST'INDICA 70 SIZE OF ITEMS IN QUESTION. FOR ALL ELECTRICAL EQUIPMENT WEIGH/NG OVER 1000 POUNDS, CONTRACTOR SHALL PROVIDE BRACING AND ANCHORAGE CALCULA 77ONS BY A REGISTERED (STATE OF
JUNCTION BOX CALIFORNIA)STRUCTURAL ENGINEER AND THE CALCULATIONS SHALL MEET THE REQUIREMENTS OF 777CE 24 AND ANY OTHER STATE REQUIREMENTS
16"W 21-J/4"L, x 10"HIGH EXTERIOR BRONZE (1)25OW, COMPLETE WITH 240 VOLT, HIGH POWER SPAULDING 11, CONTRACTOR SHALL SUPPLY POWER AND MAKE CONNEC77ON TO MOTORS AND EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS iN AD0I710N, CONTRACTOR SHALL REVIEW '
POLE MOUNT H.I.D. "SHOEBOX" TYPE AREA LIGHTS HIGH PRESSURE FACTOR, LOW TEMERATUE BALAST. 20' LUMINAIR£,� ICM-A--S25-H3-F-Q-DB-FS THE DRAWINGS OF THE MECHANICAL AND PLUMBING SEC77ONS FOR CONTROL DIAGRAMS, SIZE, LOCATION OF EQUIPMENT AND ANY ADD177ONAL REQUIREMENTS. ALL CONDUIT,
WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON DRAWINGS THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT AND THE PROJECT INSPECTOR
DUPLEX GROUNDING TYPE RECEPTACLE(+16"AFF TO CEN7ER, UNLESS NOTED OTHERWISE) SODIUM ROUND STEEL POLE AND ALL HARDWARE POLE. f2O-RSP-5.0 WIRING, CONTROL 1 S, ETC. REQUIRED FOR MECHANICAL AND PLUMBING OPERATION SHALL 9E PROVIDED, UNLESS NOTED OTHERWISE. OF RECORD,
360 NECESSARY FOR INSTALLATION
DUPLEX GROUNDING TYPE RECEPTACLE(+16"A.FF. TO CENTER, UNLESS NOTED OTHERWISE)
OR APPROVED EQUAL
12. REFERENCE SINGLE LINE DIAGRAM(S)FOR CONDUIT AND/OR CONDUCTOR SIZES TO PANELS, TRANSFORMERS, MOTOR CONTROL CENTERS, MECHANICAL EQUIPMENT, ETC.
COMPLETE WITH GROUND FAULT INTERRUPTER. 13 ALL NEW RECESSED PANELS AND CABINETS SHALL HAVE SPARE CONDUIT(S) SLABBED INTO ACCESSIBLE CEILING SPACE AND CAPPED IN ACCORDANCE Wl7H SPECIFICATIONS
DOUBLE DUPLEX GROUNDING TYPE RECEPTACLE +16"AF.F, TO CENTER, UNLESS NOTED OTHERWISE 14. ITSHALL BE UNDERSTOOD THAT AN USPECIFIEDRO UCTS AR PO F C
Y S BSTITUTION S F PRODUCTS E DONE'FOR THE PURPOSE 0 OST SA T
) 0OR VINGS 0 THEOWNER. THEREFOR ANY
ABBREVIATI
E
MATERIAL SUBS777UPONS OR DEVIATIONS, PROPOSED BY THE CONTRACTOR, SHALL BE INCLUDED WITH THE W77AL BID AND SHALL SHOW A LINE ITEM CREDIT TO THE
J LIGHTING FIXTURE IDEN77FiCA77ON SYMBOL, LETTER IN UPPER HALF OF HEXAGON INDICATES FIXTURE TYPE, A. AMPERE DTL. DETAIL MIN MINIMUM TIC 7FLEPHONE TERMINAL CABINET OWNER FOR EACH ITEM SUBS777WED IN LIEU OF SPECIFIED PRODUCTS THE CONTRACTOR SHALL GUARANTEE SUBS777WE 17EY AS BEING EQUAL IN ALL RESPECTS TO THE
NUMERAL IN LOWER HALF OF HEXAGON INDICATES FIXTURE WATTAGE. NUMERAL OUTSIDE TOP OF HEXAGON AF AMPERE FRAME DWG. DRAWING M,L.0. MAIN LUGS ONLY TYP TYPICAL SPECIFIED ITEM
q)+
INDICATES NUMBER OF FIXTURES REQUIRED, NUMBER OUTSIDE BOTTOM OF HEXAGON INDICATES MOUN77NG A.F.C. AVAILABLE FAULT CURRENT ELEC. ELECTRICAL MTD. MOUNTED UG. UNDERGROUND
8-0 HEIGHT FROM FLOOR TO BOTTOM OF FIXTURE. OMISSION OF MOUN77NG HEIGHT INDICA TES CEILING MOUNTED. A.F.F. ABOVE FINISHED FLOOR EMT ELECTRICAL METALLIC TUBING MIG. MOUNT/NG UL. UNDERWRITERS LABORATORIES 15. SURFACE MOUNTEQ FJX7URES ON DRYWALL OR PLASTER CEILINGS SHALL BE MOUNTED WITH TWO 3/8"RODS ON EACH SiDE OF 4'OF FIXTURE LENGTH, UP THROUGH
A.F.G. ABOVE FINISHED GRADE EOL END OF LINE RESISTOR M.V. MERCURY VAPOR U,N.0. UNLESS NOTED OTHERWISE CEILING AND BOLTED TO 1-1/2 CHANNELS ATTACH CHANNELS TO MAIN CHANNELS OF CEILING SYSTEM, SURFACE FIX7URES ON SUSPENDED CEILINGS SHALL BE MOUNTED • Cast aluminum ribbed frame and fitter assembly.Spun aluminum to
FLUORESCENT LiGHT FIXTURE OUTLET () (),
AIC, AMPERE IN EQUIP EQUIPMENT NEC NATIONAL ELECTRICAL CODE V.O.J. VERIFY ON JOB p
NUMERALS IND/CA TE CIRCUIT NUMBERS 1st LOWER CASE LETTER APPROVED FOR DIRECT MOUNTING ON LOW DENSITY COMBUSTIBLE CEILINGS. cover with single screw access to rela
�„}2a,46 " " AC. ALUMINUM EXIST EXlST7NG NEMA NATIONAL £LEeTRICAL V D. VOLTAGE DROP
INDICATES CONTROLLING SWITCH FOR OUTBOARD LAMPS, 2nd FOR INBOARD LAMP(S). NC INDICA • Polycarbonate refractor for vertical lamp provides Type V round light
NIGHT LIGHT APPROX. APPROXIMA7F EXT. EXTERIOR MANUFACTURERS ASSOCIA77ON W WATTS pattern.
ARCH. ARCHITECT FA. FIRE ALARM NIC. NOT IN CONTRACT W/ WTH 16 CONTRACTOR SHALL PROVIDE TANDEM BALLASTS AND WRING FOR(1)AND (J)LAMP FLUORESCENT FIXTURES • Cast aluminum fitters.Internal mount for 4.5"OD pole,secured by
A.T AMPERE TRIP FA TC FIRE ALARM TERMINAL CABINET NL. NIGHT LIGHT W/0 WITHOUT f ' internal cast expansion fitter.Slipfitter mount for 2 "OD tenon,
BRACKET MOUNTED INCANDESCENT OR H.I.D. LIQHT FIXNRE OUTLET, NUMERAL INDICATES CIRCUIT NUMBER, LOWER AWG AMERICAN WIRE GAUGE FLR. FLOOR NTS NOT TO SCALE WR WEATHERPROOF 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CORING, CUTTING, PATCHING AND REFINISHING OF SURFACES WHEREVER IT IS NECESSARY TO PENE7RATF FOR HIS WORK
l-Q " " secured by set acre in fitter.
4c CASE LETTER INDICATES CONTROLLING SWITCH. NL INDICATES NIGHT LiGHT BC BARE COPPER FT. FOOT OR FEET Q,A.E. OR APPROVED EQUAL XFMR, TRANSFORMER OPENINGS SHALL BE SEALED TO MEET THE FIRE RA77NG OF THE PARTICULAR WALL, FLOOR OR CEILING COORDINATE WITH, AND OBTAIN APPROVAL FROM ARCHITECT PRIOR
TO CUTTING INTO THE STRUCTURE DO NOT CORE, CUT OR PENETRATE STl?UCTURAL STEEL MEMBERS • Mogul porcelain socket,pulse rated,with springloaded,nickel plated
BD. BOARD GFI GROUND FAULT INTERRUPTED OC ON CENTER center contact and reinforced lamp grip screw shell.
III EX IOR POLE MOUNTED H.0. LIGHT FIXTURE, WiTH QUAN77TY OF LUMINAIRES AS INDICATED, NUMERAL BLDG, BUILDING GRD. GROUND OFCI OWNER FURNISHED • HPF ballast,starting rated at-20°F(-40°F for HPS).Metal Halideis A
J INDICATES CiRCUIT NUMBER, ROMAN NUMERAL INDICATES LIGHT DISTRIBUTION PATTERN C. CONDUIT H.I.D. HIGH INTENSITY DISCHARGE CONTRACTOR INSTALLED 16, ITEMS RELATED TO ELECMCAL POWER, TELEPHONE ANDIOR OTHER SERVICE(S); (le: SPECIAL INSTALLATION REQUIREMENTS, MATERIALS, LABOR, PERMITS, FEES, ETC), type.HPS is A or HR type.
CAB. CABINET NDA HAND--OFF AUTOMATIC QFOI OMER FURNISHED SHALL BE VERIFIED WITH THE RESPECTIVE SERVING U77LITY COMPANY PRIOR TO SUBMISSION OF A BID. THE ACT OF SUBMiT77NG A BID SHALL C0NS777U7E FULL
SiNGLE POLE 20A. SWITCH(+48"A.FF TO TOP, UNLESS NOTED OTHERWISE), LOWER CASE LET7ER AT BOTTOM CAT NO, CATALOG NUMBER HP. HORSEPOWER OWNER INSTALLED RESPONSIBILITY OF THE CONTRACTOR TO INSTALL SERWCE(S)IN COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITY COMPANY AND THE ELECTRICAL ENGINEER.
Say INDICATES OUTLETS CONTROLLED, NOTA77ON AT TOP INDICATES TYPE K-KEY CONTROLLED; P=PILOT LIGHT; C/B CIRCUIT BREAKER HPS HIGH PRESSURE SODIUM A POLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEPTING THE FIRST BILLING DEPOSIT.
2=TW0 POLE 3=THREE WAY, 4=FOUR WAY C.C.R. CALIFORNIA CODE OF REGULATIONS HV. HIGH VOLTAGE PA. PUBLIC ADDRESS 19• THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE
CE C, CALIFORNIA ELECTRICAL CODE Hz: HER 7Z PH PHASE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
G F C I. CONTRACTOR FURNISHED ,INC INCANDESCENT PNL. PANEL •
CONTRACTOR INSTALLED J—BOX JUNCTION BOX P.O.G POINT OF CONNECTION
125A, CIRCUIT BREAKER, AMPERE RA77NG AND NUMBER OF POLES AS NOTED CKT. CIRCUIT KCMlL THOUSAND CIRCULAR MICS PVC POLYVINYL CHLORIDE
2P CL G. CEILING KVA. KILOVOLT AMPERE PWR. POWER
C.0, CONDUIT ONLY KW KILO WA TTS Ru ROOM
COL. COLUMN LCL. LONG CON77NUED LOAD SHT SHEET Series Mount Wa pl Lens Volts Color
CONC. CONCRETE LOG LOCATION SPEC. SPECIFICATION
CONT. CONTINUATION LPS LOW PRESSURE SODIUM SW. SWTCH CP 10ME'DAOLL,ION
CT's, CURRENT TRANSFORMERS CONTR. CONTRACTOR LTG CIGHIING SWBD. SWITCHBOARD Series Lam T e Oita a Color
C.S.F.M, CALIFORNIA STATE FIRE MARSHAL LV. LOW VOLTAGE T24 CALIFORNIA CODE OF REGULATIONS, • VA Vandalia a al Halide g D Dark Bronze
CU. COPPER MAX. MAXIMUM T17LE 24
Mounting H17 175W ED-28 BL Black
® IN 11 ., 2F Past Tap Mount(2 3/8"Tenon) H25 2SOW ED-28 H White
DIA. DIAMETER Ml MECHANICAL IC TIME CLOCK F45 Internal Fitter Pulse Start Meta Hali a G Gray
DISC. DISCONNECT MSR. MANUFACTURER TEL. TELEPHONE • Architectural,ane-piece die-cast aluminum housing with nominal.125" (4112"round ole P17 175W ED-28 P Platinum Sliver
KWHM KILOWATT HOUR METER P } P25 250W�ED-28 RD Red(Premium Color)
DISTT? DISTRIBUTION M.H. METAL HALIDE ITB TELEPHONE TERM/NAC BOARD wall thickness.Contour lines and radius corners complete unique design. Higgh Pressure Sodium FG Forest Green(Premium Color)
• ie-cast aluminum door hinges to housing and secures with two,captive S70 70W(ED-23112) CC Custom Calor(Consult Factory).
TRANSFORMER, DESCRIPTION AS NOTED screws.Clear,flat or convex,tempered glass lens seals to door and S10 100W 31/2 0 tions
phousing with Oneplece silicone,gasketing. y �y;� ; {�� S15 150W�ED-2
ED-231/2 P1 Photo Pelittor-120V
l • Specular,anodized aluminum reflectors far horizontal lam provide Type J z zYa t'aG.Sr"t 3L�Y`4 Lens P2 Photo Button-208V
GROUND p p'p yp 'w;t t�, t. VP Type 5 Polycarbonate Refractor P3 Photo Button-240V i
iI,Ill,IV,or V square light patterns,and for vertical lamp provide Type IV Voltage P4 Photo Button-277V
" or V square light patterns. Horizontal Type II Type III and vertical Type VS f `
TELEPHONE OUTLET(f 16 A.FF, TO CENTER, UNLESS NOTED OTHERWISE), LETTER(S)INDICATE TYPE P=PAY �E E�E� . SCHEDULE q g p yp � yP ��} �,�� � Q Quad Tap@ P6 Photo Button-347V
STA 770N. H-HOUSE PHONE W--WALL MOUNTED (+54"A.F.F. TO TOP, UNLESS NOTED OTHERWISE) reflectors feature unique,multifaceted patented designs, ,r 5 (OV 208,240,277V)'
• Die-cast aluminum arm for ole mount features access door to facilitate ��°
P 'Z; T 120/277/347V CSA' 1 Factory wired for highest voltage unless
- 4" CO. (CONDUCTORS BY UTILITY) installation,Wall mount with cast aluminum bracket and arm.Mast arm s,� specified.
mount with cast aluminum slipfitterr.
• Mogul porcelain socket,pulse rated,with spring loaded,nickel plated
- (1) 4 C.O. (CONDUCTORS BY UTILITY) `
center contact and reinforced lamp grip screw shell. Mediu base for '
E -17 lamp.
LIFER GROUND 20' OF#310 CU. IN BUILDING • A type,HPF ballast,starting rated at-20°F(-40°F for HPS).
FOOTING, CONNECT TO COL DWA TER LINE c ,�L S
- 1-112" C. J 1, 118 GRD,
Lamp/ Orient.J �
Series Mount Watts Dist. Lens Volts Color Options
MAIN: 100A< LUGS ONLY PANEL SCHEDULE 1 /�
MOUNTiNG: SURFACENOTE r 't -OrderSeparately
FEEDERS: SEE SING LINE 120 24Q VOLTS 1 PHASE WRE Series Voltage Series
C Medallion Q Quad Tape A Rigid Arm
CIRCUIT BREAKER 1. ALL ELECTRICAL EQUIPMENT INDICATED ON THIS DiAGRAM SHALL BE NEW, Mounting l(t120,208,240,277V}° Lumitnaire Sha e
-------
LOCATION A AMP POLE POLE AMP A LOCATION UNLESS NOTED OTHERWISE. A Arm Mount(arm not included, T 1�0/V277/347V CSA C edallion "
order separately) Arm length
LIGHTING 1 240 20 1 1 20 540 2 RECEPTACLES Lamp T e attae Calor 5 5"Arm(EPA®0.22 ftp,4,0 Lbs)
2. OVERCURRENT DEVICE ENCLOSURES WILL BE IDENTIFIED AS SERIES-RATED DB Dark Bronze
3 140 20 1 1 20 240 4 Meta elide , L Black " � 1.8 kg) z
(a.o2 m,
AND LABELED IN ACCORDANCE WITH NEC 110-22. H17 17ED-28 H White 10 10 Arm(EPA 0.44 ft,
SPACE 5 1 20 360 6 TTB H25 250W ED-28 GR Gra 6.5 Lbs}(0,04 mz,2. kg)s B-die.
40OW ED-28 Platinum Silver Pole Shape
s SPACE J. 0VERCURRENT DEVICES SHALL BE AIC RA TED PER MANUFACTURERS LABELING Super stat Halide D Red(Premium Color) s square
HAND DRYER 7 TODD 20 1 OF THE ELECTRICAL EQUIPMENT S17 17 ED-2$ Fla Forest Green(Premium Color) 4 Round Straight 4-4.5")
S25 250W ED-28 5 Round Straight 5" A A B EPA Weight
9 1000 20 1 2 20 945 to LIGHTING - EXTERIOR CC Custom Color(Consult Factory} g
„ „ „ S 400 ED-2$ tions R6 Round Straight�6") 18" 20" 2,8ft2 47 Lbs.
/i?R/CATION CONTROL 11 500 20 1 - - 945 12 4. ALL CONDUCTORS SHALL BE COPPER TYPE THWN OR THHN. Pulse etat elide " 2
Ptd 1OOW ED-17 1 Fusing-120V T2 Round Tapered 2.5 } VA 45T mm 508 mm 0.3M2 21.3 k
LIGHT/NG - EXTERIOR 1 39D 20 2 2 20 580 14 LIGHTING - EXTERIOR Fz Fusing-208V T3 Round Tapered 3"}
5. ALL CiRCUI T BREAKERS SHALL BE SERIES RA TEG? 15 t 5oW ED-28' F3 Fusing-240V T335 Round Tapered 3.5"}
15 J90 — — — — 580 16 � P17 17 ED-2$ �
z F4 Fusing-277V T Round Tapered(4 }
LIGHTING - EXTERIOR 17 39D 20 2 18 SPACE 6. ALL SW/TCN GEAR TO BE GE. P20 20OW ED-28' F5 Fusing-347V Color
P25 250 ED-2$ F6 Fusing-347V DB Dark Bronze
19 390 - - 20 UTILITY COMPANY TRANSFORMER P35 32OW ED 28 Photo Button-208V W Black
P35 350W ED-28 P2 Photo Button-208V N White
LIGHT/NG — EXTERIOR 21 21 D .�0 1 22 P40 400W ED-28 P Photo Button-240V G Gray
HIMPressure Sodium Photo Button-277V PS Platinum Silver
10 t 00 ED-23112' Photo Button-347V RD Red(Premium Color) r
SPACE 23 24 �--1 S15 1 SOW ED-231/2' 1 Photo Cell Receptacle-120V FG Forest Green(Premium Color) ` w
S25 25OW ED-18 2 Photo Cell Receptacle-208V 1 Must use ED-17 lamp for vertical orientation rpm"
25 26 ( Photo Cell Receptacle-240V
S 400 ED-1$ with flat lens.
UNDERGROUND PULL SECTION 4 Photo Cell Receptacle-277V
27 28 Hm2p Orientation/Distribution 5 Photo Cell Receptacle-480V 2 vertical lamp only.
3O M3 Horiz.iii 6 Photo Cell Receptacle-347V 3 Vertically tamped units available with medium
29 Horiz.III 'QZ Quartz RS with lamp base ED-17 lamps tip to 20OW MH/PSMH and
HS Internal House Side Shield 150W HPS,
2425 17`,5 , H Horiz.V(square) P Removable Powr-Panfl 4 Factory wired for highest voltage unless
C,TS KWHM V4 Vert.IV TL Toaless Entry(Door/Reflector) specified.
TOTAL 223D 2420 4655 4185 TOTAL Kw. AMPS �
V5 Vert,V(square) VG Polycarbonate Vandal Guard 5 Not available with 100W Pulse Start MH lamp.
Lens a L Lamp
LCL = 5.2 KW x 1.25 = 6.5 KW 1 OTHER = J.6 KW. ,/ TOTAL = 10.1 KW = 42 AMPS F Flat s Required for gob configurations.
200A. MAIN SERV/CE DISTRIBUTION.BOARD, "MSDB'; C Convex Note For Photocontrol Equipment,see Hubbell
INDICA TES CONTINUOUS LOAD 2DOA. outdoor offering.
120/240V., 10, JW
c c
DESCRIPTION OF REVISION DATE clTr
CM CM-vLC CM-VLF � APPROVED:
B C EPA ei ht
100A. 16" 213/4" 10" 1.5 ft2 35 lbs.
2P 2p 2p CM-Flat 406 mm 552 mm 254 mm 0.1 m2 15.9 k
16" 213/4" 13114" 1.6 ftz 37 lbs.
-Convex 406 mm 552 mm 337 mm 0.2 m2 16.8 k
SPACE SPACE Note: Weights and EPA for fixture only.
RANCHO SUMMIT - PARK C
Mal ELECTRICAL SYMBOL LIST
ev.112/29/03 LIGHTI FIXTURE !
SCHEDULE,
NOTES & ABBREVIATIONS
w
APPROVED BY: . ' DATE
Q�OFESS/®� CITY ENGINEER RCE: 4953
��d 4� M DESIGN RECOMMENDED
1JA
42 AMPS h� {. REDLANDS
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of RAWNVMiN , INC. SHEET
l
EXP. 06-3 os ago
$gyp ELECTRICAL CONSULTING ENGINEERS
�� �(dTRtcP� ��� REULANDSENGINEERING 525 NEif JERSEY STREET,SUITE"A" o OF 332) S{ � G L E LINE DIAG RAM_ p` PHONE-(90 CALIFORNIA 92373
� � � W �OF �;�t„``� CHECKED PHONE:(909)792-0611 FAX:(909)792-6599 DRAWING LA0, c�
NO SCALE DATE FIDE No 0
TO PANEL "13A"
INTERMA TIC DIGI TAL ASTROL OGICAL
TIME CL OCK
� /,'6 � N
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CA , N
6
-E 1 14,16 P C
3aa -f-2a=a" N[ Et
-- - - - -- - - -- - - - - - - - - -- PHOTOCELL MOUNTED ON
/ 1 300 +2o,_a„ ��- ROOF FACING NORTH, 8Y
/ , I
TORK, PARAGON OR EQUAL
10,12 E
10 10 10,12
300 *20 0
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10
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10 10,12
1010 r 14,16 € 10 E t
F NOTES:
1 1 f _ a � 0a�, 10 CKT. CKT CKT. CKr CKT.
E 10,12 p 14�- 14,12 1 ! / 114 & 16 #17 & 19 110 & 12 #13 & 15 21 1. MOUNT CONTACTOR AND TIME SWITCH IN OR ADJACENT
30 +2o'-a`' NL1 a j TO PANEL 13A.
10 16 E
10 1 10 10 _ 340 20'.0" TO ADDITIONAL LIGHTS 2. CIRCUITS 1,2,3,4 AND 9 SHALL 8E PHOTOCELL ON, TIME
SWITCH OFF. CIRCUIT 15,6,7 & 8 SHALL BE PHOTOCELL
0 1a,t2 14,i6 6 CONTROLLED
1010 NL 6
1 16 6 SDB
x
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1® EXTERIOR
_ CONTROL DIAGRAR
a 10,12,14,16
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14,16 17,19
11,15
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f3,15 KEY'NOTES :
r
10 PROPOSED UTILITY COMPANY TRANSFORMER LOCATION, REFERENCE GENERAL NOTE 1118, SHEET E 1,
to FOR ADDITIONAL INFORMATION,
to
(� TO UTILITY COMPANY POINT OF CONNECTION. VERIFY EXACT LOCATION OF CONNECT/ON WITH SERVING
Q NL UTILITY COMPANY PRIOR TO INSTALLATION. REFERENCE GENERAL NOTE 1118, SHEET E--1, FOR ADDITIONAL
17,19 INFORMA TION.
10 TO TELEPHONE COMPANY POINT OF CONNECTION VERIFY EXACT LOCATION OF CONNECTION W1TH SERVING
10 UTILITY COMPANY PRIOR TO INSTALLA TION REFERENCE GENERAL NOTE 1118, SHEET E-1, FOR ADDITIONAL
10
INFORMA TION
PHOTOCELL 1S LOCATED ON ROOF: REFERENCE "EXTERIOR LIGHTING CONTROL DIAGRAM", THIS SHEET,
FOR ADDI TONAL INFORMA TION AND REQUIREMEN IS
315
10
10
17,19
la
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10
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13,15
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10
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G - NL DESCRIPTION OF REVISION DATE CITY
f . APPROVED.MWAIMANIM
ly
17,19 CUCACITY OF RANCHO CUCAMONGA
A
RANCHO SUMMIT - PARK C
ELECTRICAL SITE PLAN
a
o
m APPROVED BY. DATE
- - ECTRICAL Sl TE PLAIN ' Q�ESS/ CITY ENGINEER RCE: 4.953
���QR•, Ic,q� t DESIGN RECOMMENDED
a SCALE. l`--.50'-0" = 4� � ? t 4� opo R E D L A N D
c� `� t 099
ENGINEERING
Dug E16160 ' DRAWN COMPANY,
PvY, INC.
11 1
SHEET
EXPr°06-30-0$ QQ Qg9 ELECTRICAL CONSULTING ENGINEERS
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TRI11
�P�, REn1AAIDS1ENciP1EERiNGED1rrpsjECAr�oRNIA STREET,
SUITE 7" OF
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0:3 0.4 0.7 0,5 0.5 0.4 a.4 DESCRIPTION OFREVISION DATE APPROVED:
0.3 .4 4 0.4 0.3 0.2 q
0 CITY OF RANCHO touuAMONGA
0.3 0.3 - PARK C
T,
PUNT x POOINT PLAN
a
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APPROVED BY: DATE
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0, 1IN' TPOINT PLANCITY ENGINEER RCE: 24953
< n SCALE. `JJ - 50p 00 �4�,4��QF. �41��� 1 DESIGN RECOMMENDED
REDLAND
ENGINEERING
4 a X
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a El 616 DRAWN a COMPANY, INC. SHEET
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SECTION 161®a SECTION 16105
SECTION 1631� D. RECESSED MOUNTED FIXTURES/N SUSPENDED "T--BAR" TYPE GEIL/NGS SHALL BE SUPPORTED FROM INE STRUCJURE ABOVE
��l
ID, FLOOR BOXES, MOUNTED IN CONCRETE; FOR RECEPTACLE; TELEPHONE AND COMPUTER/DATA OUTLETS SHALL BE ROUND OR INSTALLATION OF ELECTRICAL WORK WITH A #10 AWG WIRE AT EACH OF FOUR(4) CORNERS. SUPPORT WIRES SHALL ONLY BE TIGHTENED ENOUGH TO ALLOW
BASIC ELECTRICAL REQUIREMENTS GENERAL MATERIALS FOR ELECTRICAL WORK SQUARE, SINGLE OR MUL 77-GANG AS REQUIRED. BOXES SHALL BE PRESSED STEEL OR CAST IRON AS SPECIFIED ON FIXTURE TO FULLY SEAT INTO GRID.
DRAWINGS, BUT IN NO CASE OF LESS THAN 20 CUBIC INCH OF CAPACITY. BOXES SHALL HAKE THE CAPABILITY OF PART I - EXECU77ON
PART t- PRODUCTS PART I - PRODUCTS VERTICAL AND ANGULAR ADJUSTMENT OF THE DEVICE MOUNTING PLATE AFTER POUR. PRE-POUR ADJUSTING LEGS SHALL E: WHERE NUMBER OF WIRES INDICATED ON DRAWINGS EXCEED THE LOCAL CODE REQUIREMENTS FOR FIXTURE JUNCTION
BE PROVIDED ON ALL FOUR CORNERS INTERNAL BARRIERS SHALL BE PROVIDED WHERE BOTH LINE AND LOW VOLTAGE 1.01 GENERAL. REQUIREMENTS OF SECTIONS 16010 AND 16100 APPLY TO THIS SECTION: ANY GUTTING, PATCHING OR
1.01 MAIN SERVIC E UJPMENT AND PANELBOARDS. MAIN SERVICE SHALL CONSIST OF PULL, METER AND MAIN SECTIONS PER SYSTEMS ARE IN THE SAME BOX. HUBBELL OR EQUAL, BOXES THE CONTRACTOR AT HIS OPTION SHALL:
1.01 DESCRIPTION REQUIREMENTS OF THE SERVING UTILITY COMPANY AND RAZED AS INDICATED ON INE DOCUMENTS FINISH REPAIR OF THE WORK OR WORK OF OTHER TRADES NECESSARY FOR THE/NSTALLA770N OF THE ELECTRICAL WORK SHALL
1 GENERAL REQUIREMENTS APPLY TO E WHERE INDICATED BY "WP.", THE CONTRACTOR SHALL PROVIDE CAST METAL BOXES AND COVERPLATFS STN GASKET(S)AS BE PROVIDED UNDER THIS SECTION. 1. IN DEMOUNTABLE ACOUSTIC TILE CEILINGS- INSTALL A JUNCTION BOX ABOVE CEILING, SIZED FOR NUMBER OF
A. THE GENERAL CONDITIONS, THE SUPPLEMENTARY GENERAL CONDITIONS AND DIVISION WIRES INVOLVED, AND PROVIDE FLEXIBLE CONDUIT WITH CONDUCTORS FROM JUNC77ON BOX TO FIXTURE(NOT TO
THIS SECTION A. MAIN DISCONNECT SWITCHES SHALL BE SIZED AS INDICATED ON THE DRAWNGS, HEAVY DUTY TYPE WITH CLASS R REQUIRED TO OBTAIN A "WEATHERPROOF INSTALLATTCN
REJECTING CLIPS SWITCHES SHALL BE UL APPROVED FOR USE AS A SERVICE ENTRANCE. 1.02 MISCELLANEOUS EXCEED 6).
SHO ON THE 1 1.06 PULL BOXES SIZES AS INDICATED ON THE DRAWINGS AND PER UTILITY COMPANY REQUIREMENTS, BUT IN NO CASE OF
B PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE ELECTRICAL WORK S PULL BOXES LOCATED IN OR AROUND A. PROVIDE TRENCHING, CONCRETE ENCASEMENT WHEN REQUIRED, BACKFILLING AND COMPAC77ON FOR ALL UNDERGROUND 2 /N PLASTERED OR O1NER FIXED CEILINGS ADJACENT TO THE FIXTURE; INSTALL A JUNG770N BOX SIZED FOR
DRAWINGS AND SPECIFIED HEREIN B FUSES, lF SPECIFIED SHALL BE DUAL-ELEMENT, CURRENT LlYI77NG TYPE, UNLESS NOTED OTHERWISE. LESS SIZE OR MATERIAL THICKNESS THAN REQUIRED BY THE GOVERNING CODE
VEHICULAR TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC RATED COVERS ALL COVERS SHALL BE PERMANENTLY CONDUITS'AND/OR STRUCTURES NUMBER OF FRES INVOLVED) W/TN PLASTER RING AND FLAT PLA IF FLUSH WITH FINISHED CEILING AND PROVIDE
C SER�CE ENTRANCE EQUIPMENT SHALL BE ADEQUATF FOR A SHORT CIRCUIT DUTY AVAILABLE AT THE SITE AS VERIFIED IDENTIFIED AS TO THE TYPE OF SERVICE CONTAINED THEREIN ' SCE COMMUNICATTONS, ETC. BOXES LOCATED IN DAMP FLEXIBLE CONDUIT WITH CONDUCTORS TO RECESSED FIXTURE FROM JUNCTION BOX. COVER PLATE TO BE FINISHED
C A BRIEF OUTLINE OF THESE REQUIREMENTS'INCLUDES, BUT/S NOT LIMITED TO THE FOLLOWING ( AS DIRECTED BY ARCHITECT.
BY THE SERVING UTILITY COMPANY. OR WET AREAS SHALL BE RATED NEMA 3R EXTERIOR PULL BOXES SHALL BE PLACED TO AVOID SURFACE WATER FLOW AREAS B FLASHINGS SHALL BE PROVIDED AT ALL POINTS WHERE CONDUIT QR OTHER ELECTRICAL COMPONENTS' PENETRATE THE
ES PER ROOF FLASHINGS SHALL EXTEND A MINIMUM OF 5"ABOVE THE SURROUNDING ROOF SURFACE WITH WEATHERPROOF MAS77C
AULTS ETC FOR POWER 7ELEPHONE, CARL£ TV SERC APPLIED, TO PREVENT MOISTURE OR DUST FROM ENTERING THE OPENING. FLASHINGS SHALL BE DELIVERED TO THE F EXTERIOR ADJUSTABLE LIGHTING FIXTURES SHALL BE ADJUSTED AFTER DARK IN THE PRESENCE OF THE ARCHITECT OR
1. UNDERGROUND CONDUITS, POLLBOXES, PADS, V
REQUIREMENTS OF EACH SERVING U77LITY COMPANY INCLUDING FEES AND PERMITS WHERE APPLICABLE.
D. PANELBOARDS SHALL BE FLUSH OR SURFACE MOUNTED AS INDICATED ON PLANS AND SHALL CONFORM TO THE REQUIREMENTS 1.37 SWITCHES LIGHTING SWITCHES SHALL BE SPECIFICATION GRADE, SINGLE POLE, OR 3-WAY TOGGLE TYPE AS
OF THE U.L. FRONTS SHALL BE FINISHED TO RESIST CORROSION W1Ty NOT LESS THAN ONE PRIMING COAT AND ONE INDICATED, 20 AMP, 120/277V. A.C. RATING FOR FULL CAPACITY OF CONTACTS FOR LAMP LOADS HUBBELL OR EQUAL ROOFING CONTRACTOR FOR INSTALLATION. THE CORRECT LOCATION OF ALL SUCH PENE7RA170NS SHALL BE VERIFIED BY OWNER IN ORDER TO PROVIDE lT-IE MAXIMUM ACHIEVABLE LIGHTING OISTRIBUTTON WITHOUT CREATING LIGHT TRESPA
THE G0NIRACTOR
2 MAIN ELECTRICAL SERVICE AND DISTRIBUTION EQUIPMENT, INCLUDING SMTCHGEAR, PULL SEG770N, TEST BLOCKS, RNJSHING COAT: EXPOSED PARTS OF TRIM AND DOORS SHALL BE PAINTED BY OTHERS AFTER INSTALLA770N ALL BY ARROW HART OR EAGLE
BRANCH CIRCUIT PANEL80ARD COCKS SHALL BE "LIKE KEYED"WITH THREE KEYS FURNISHED TO OWNER. ADJACENT PALES 1.07 GROUNDING. GROUNDING SHALL BE IN ACCORDANCE WlTN ARTICLE 250 OF THE NATIONAL ELECTRICAL GODS:
METERING, ETC. C PROVIDE SLEEVES UNDER WALLS, CONCRETE FOOTINGS AND FOUNDATIONS SLEEVES SHALL HAVE AN INSIDE DIAMETER OF HE
OF SINGLE POLE DEVICES SHALL BE OF A DIFFERENT PHASE WITH SPLIT PHASE BUSSING, CIRCUITS SHALL BE 1.08 DISCONNECTS
BRANCH NUMBERED FROM TOP TO BOTTOM WITH ODD NUMBERS ON THE LEFT AND EVEN NUMBERS ON THE RIGHT A NEATLY TYPED NOT LESS THAN 1"LARGER THAN THE OUTSIDE DIAMETER OF CONDUIT CONTAINED THEREIN A. PROVIDE AND INSTALL GROUND RODS AS REQUIRED, FULL LENGTH AND t OF
THE C MECHANICAL TYPE CONNECTORS OF
3. COMPLETE'INTERIOR AND EXTERIOR LIGHTING, POWER, TELEPHONE, AND CABLE TV SYSTEMS INCLUDINGCORRECT SIZE AND APPLICATION, SUITABLE FOR THE FULL RATED CURRENT OF THE CONDUCTOR
CIRCUIT DIRECTORY WITH A PLASTIC COVER SHALL BE PROWDED IN A HOLDER MOUNTED INSIDE THE CABINET DOOR. A, MANUAL MOTOR STARTER SWITCHES SHALL BE TOGGLE TYPE ON/OFF, AS REQUIRED FOR CONTROL OF SINGLE AND THREE
CIRCUIT DISTRIBUTION AS INDICATED. 1.03 CONDUIT: CONDUIT FOR LINE VOLTAGE WIRING SHALL BE CONCEALED WITHIN FINISHED WALLS, CEILINGS AND
BREAKERS SHALL BE BOLT-ON OR PLUG-1N TYPE AS INDICATED ON PANEL SCHEDULES W/TN RATINGS AS SHOWN ON THE PHASE MOTORS AND RESISTANCE HEATER GOADS. SWITCHES SHALL BE SIDE N�RED AND BE COMPLETE WJ7T�1 OVERSIZE UNpER IN FLOORS EXPOSED CONDUITS ABOVE CEILINGS AND SURFACE MOUNTED IN MECHANICAL AND SERVICE AREAS SHALL BE B PROVIDE GROUNDING CONDUCTOR(5)1N ACCORDANCE Wl1N ARTICLE 250-94(b). EQUIPMENT GROUNDING CONDUCTOR(S)
1.0 LISTINGS AND CODES ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY DRAWINGS WITH A MINIMUM SHORT CIRCUIT RATING OF 10,000 AMPS SYMMETRICAL. THE FRONT SHALL INCLUDE FLUSH HINGED SILVER CONTACTS PASS&SEYMOUR, HUBBELL, EAGLE OR EQUAL.
Y A NATIONALLY RECOGNIZED DOOR WITH LOCK, COVERING ALL BREAKERS INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS RIGHT ANGLE TURNS SHALL CONSIST OF CONDUIT BODIES SHALL B£AS INDICATED IN TABLE 250-95
UNDERWRITERS LABORATORIES (UL) AND BEAR THEIR LABEL, OR LISTED AND CER77FIED B OR SYMMETRICAL BENDS. ALL CONDUITS SHALL BE PROPERLY SECURED WITH COMPONENTS SPECIFICALLY MANUFACTURED FOR
AND INSTALLATION B SAFETY SWITCHES SHALL BE HEAVY�DUTY INDUSTRIAL TYPE. SWITCHES SHALL BE FUSED OR NONFUSED AS INDICATED ON
T STING AUTHORITY WHERE UL DOES NOT HAVE A LlST1NGr 1N ADDITION, THE MATERIALS, EQUIPMENT, THIS USE. ALL CONDUITS SHALL BE SIZED IN ACCORDANCE WfTTf FILL CAPACITIES SET FORTH IN NEC ARTICLE 34&. ALL 1.08 /DENTIF/GA170N. IN ADDJ710N TO NAMEPLATES REQUIRED BY SECTION 16100 AND GOVERN/NG CODES FOR
E
ON OR USE
SHALL COMPL Y WITH THE REQUIREMENTS, WHERE APPLICABLE, OF THE LATEST EDITION OF
1T-IE FOLLOWING, E. IDENT7F/GAT70N NAMEPLATES SHALL BE PROVIDED OF MiCARTA 1/8 THICK, OF APPROVED SIZE, W191N BEVELLED EDGES THE DRAWINGS ENCLOSURES SHALL B£RA TED EITHER NEMA 1 OR NEMA 3R AS REQUIRED BY INSTALLATION. UNITS
AND ENGRAVED WHITE LETTERS 1/4"HIGH MINIMUM ON BLACK BACKGROUND. THESE NAMEPLATES SHALL BE PROVIDED FOR . SHALL BE QUICK MAKE, QUICK BREAK W17N OPERATING HANDLE WHICH CAN BE PADLOCKED IN THE OFF POSITION. CONDUIT RUNS SHALL BE INSTALLED TO AVOID TRAPPED CONDENSATION SWNITGNBOAROS, PANELBOARDS, TRANSFORMERS, ETC THE FOLLOWING SHALL BE LABELED TO INDICATE UN
ALL CIRCUITS IN THE SERVICE DISTRIBUTION AND POWER OISTR/BU770N BOARDS, MOTOR CONTROL CENTERS, LIGH77NG FINISH SHALL BE A STANDARD LIGHT GRAY ENAMEL. SWITCHES SHALL HAVE AFFIXED TO COVERS, A NAMEPLATE
A. NA77ONAL ELECTRICAL MANUFACTURERS ASSOCIATION(NEMA) A. ELECTRICAL METALLIC TUBING(EMT), DO NOT EMBED EMT IN CONCRETE OR BELOW GRADE; EMT MAY BE USED WHERE A. PANELBOARDS AND LOAD CENTERS SHALL BE PROVIDED WITH A TYPED CIRCUIT DIRECTORY MOUNTED IN A HOLDER ON THE
DISTRIBUTION PANELBOARDS, SEPARATELY MOUNTED STARTING SWITCHES, DISCONNEC77ON SWITCHES MOTOR CONTROL INDICATING WHAT ITEM IS CONTROLLED BY SWITCH.
B AMERICAN STANDARD ASSOGJA170N ASA PUSH-BUTTON STATIONS, SELECTOR SNATCHES, TRANSFORMERS, TERMINAL CABINETS, TELEPHONE CABINETS, ETC THESE CONCEALED OR WHERE NOT SUBJECT TO DAMAGE. INSIDE OF THE DOOR.
( ) NAMEPLATES SHALL HAVE THE SAME IDENTIFICATION NAMES AS INDICATED ON 111E PLANS
1, FUSES SHALL BE OF CORRECT RATING FOR EACH INS TALLA170N, AND SHALL BE EITHER CURRENT LIMI lTNG OR B ALL CONDUIT PASSING THROUGH CONCRETE SLABS SHALL MEET ALL LOCAL CODE STANDARDS B FLUSH OR SURFACE MOUNTED CONTROL DEVICES SHALL HAVE AN ENGRAVED PLATE WITH 1/4" HICK BLOCK TYPE
C. NA TIONAL FIRE PRO TEC7701V AGENCY(NFPA) MUL TJ-ELEMENT TIME DELAY AS REQUIRED BY EQUIPMENT MANUFACTURERS RECOMMENDATION. ROSSMAN, CHASE-
CHARACTERS.
1.02 CONDUITS AND RACEWAYS ALL CONDUITS AND RACEWAYS SHALL CONFORM TO U.L. STANDARDS AS APPLICABLE LIT;SHA COULD OR EQUAL.
C FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTIONS rO ALL V/BRA TING AND MECHANICAL EQUIPMENT. 1.09 CONNECTIONS TO EQUIPMENT: THIS CONTRACTOR SHALL CONNECT ALL OWNER, MECHANICAL AND PLUMBING CONTRACTOR
D. AMERICAN NATIONAL STANDARD INSTITUTE(ANSI) A. ELECTRICAL METALLIC TUBING(EMT), NO LESS THAN 1/2" TRADE SIZE, 2"MAXIMUM TRADE SIZE. EM.T. MAYBE A CODE GAUGE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN SUCH CONDUITS. FLEXIBLE
1.09 RECEPTACLES SUPPLIED EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS THROUGHOUT THE BUILDING
E CALIFORNIA CODE OF REGULATION, T71LE 24 (CCR) USED IN DRY LOCATIONS ONLY. ALLIED, COLE-FLEX, ROBROY OR EQUAL METALLIC CONDUIT MAY BE USED IN LENGTHS OF LESS THAN 6 FOR CONNECTING FIXTURES, PROVIDED THAT A CODE
A. DUPLEX RECEPTACLES SHALL BE RATED 20 AMP, 1251/ A.C, 3 WIRE GROUNDING TYPE AND UNLESS OTHERWISE GAUGE INSULATED GROUNDING CONDUCTOR IS PROVIDED LIQUID- FLEXIBLE CONDUIT SHALL BE USED FOR ALL 1.10 FINISH. PANEL60ARDS SHALL BE FINISHED PRIME COAT ON EXPOSED TRIM AND DOOR FINAL FINISH WILL BE
F. NATIONAL ELECTRICAL CODE(NEC) B. RIGID GALVANIZED STEEL CONDUIT(RGS) SHALL BE STEEL, GALVANIZED OR ZINC COATED FULL WEIGHT, Na LESS INDICATED, CONFIGURATION SHALL BE NEMA 5-20R, A BONDING JUMPER SHALL BE PROVIDED FOR GROUND BETWEEN THE DAMP OR WET LOCATIONS
THAN 112n TRADE SIZE. ALLIED, CONDUX lN1FRNATIONAL, VA.If OR EQUAL. GROUNDED OUTLET BOX AND THE RECEPTACLE GROUND TERMINAL, GROUNDING THROUGH THE RECEPTACLE MOUNTING STRAPS DETERMINED BY ARCHITECT AND PROVIDED BY DINERS
/ IS NOT ACCEPTABLE HUBBELL #5342-1 OR EQUAL BY SIERRA OR LEVITON D. POLY'VIN}�. CHLORIDE CONDUIT(PVC) SHALL ONLY BE USED UNDERGROUND AT A MINIMUM OF 30"BELOW FINISHED GRADE 1.11 PROTECTION AND RESPON5/BlL1TY. THE CONTRACTOR SHALL PR07E'CT ALL WORK, MATERIALS, AND EQUIPMENT FROM
G. ALL LOCAL AND STATE CODES HAVING JURISDIGTTON
C. LIQUID-TIGHT FLEXIBLE CONDUIT, NO LESS THAN 1/2" TRADE SIZE, FLEXIBLE, GALVANIZED STEEL CORE COMPLETELY WHEN NOT INSTALLED UNDER A CONCRETE'SLAB OR FOOTING PROVIDE A CODE GAUGE GREEN GROUND WIRE IN ALL PVC
MP 125V. A.C. IYIRE GROUNDING TYPE RECESSED RECEPTACLES NTN CLOCK HANGER RUNS ALL UNDERGROUND CONDUIT RUNS SHALL SLOPE TO DRAIN TO EACH END AND TERMINATE WMTH PRE-MANUFACTURED DAMAGE. PROVIDE ADEQUATE AND PROPER STORAGE FACILII7ES DURING PROGRESS OF WORK AND BE FULLY RESPONSIBLE FOR
IN THE CASE WHERE THE CODES HAVE DIFFERENT LEVELS OF REQUIREVEN IS, THE MOST STRINGENT RULE SHALL APPLY. ENCASED IN A POLYVINYL CHLORIDE JACKET. AFC, ALFLEX, CAROL CABLE OR EQUAL. B. CLOCK OUTLETS SHALL BE 15 AMP,
SUPPORT AND INTEGRAL PLASTIC PLATE: .EAGLE#77,5 OR EQUAL BY LEVITON OR PASS&SEYMOUR. BELL ENDS AT ALL MANHOLES AND PULL BOXES ALL INJURY OR DAMAGE TNAr MAY OCCUR FROM ANY PART OF HIS WORK FU
1.03 SHOP DRAWINGS
D. NON-METALLIC POLYVINYL CHLORIDE (PVG), NO LESS THAN 3/4" TRADE SIZE, SCHEDULE 40 UNLESS NOTED 1.12 CLEAN-UP. UPON COMPLETION OF WORK, AND PERIODICALLY AS REQUIRED FOR SAFETY AND SAN1TA77ON, REMOVE ALL
01RERN7SE. SUNLIGHT RESISTANT AND RATED FOR 9O°C CONDUCTORS GARCON, CANTER, GAL DUCT OR EQUAL. C GROUND FAULT TYPE DUPLEX RECEPTACLE SHALL PROVIDE LOA. FEED THROUGH RATING AND q.a25 SECOND, NOMINAL TRIP E: CONDUIT ENDS SHALL BE CUT SQUARE AND SHALL BE CAREFULLY REAMED OUT TO FULL SIZE WITH A TAPERED BURRING
ARCHITECT FOR APPROVAL SIX 6 SETS OF A COMPLETE LIST AND CATALOG CUTS OF TIME PER UL STANDARD. LEVITON 6899-1 OR EQUAL BY PASS AND SEYMOUR OR HUBBELL. REAMER AND SHOULDERED TO THE FITTINGS TRASH AND DEBRIS RESULTING FROM WORK UNDER THIS SECTION
A. CONTRACTOR SHALL SUBMIT TO THE ()
ALL MA TERIALS HE PROPOSES TO PROVIDE FOR THE ELECTRICAL SYS7EMS COVERED BY THESE SPECIFICATIONS EACH E, FLEXIBLE METALLIC CONDUIT, NO LESS THAN 1/2" TRADE SIZE, STEEL, FORMED FROM CON77NUOUS STRIP AND ZINC
ELECTRICAL ITEM SHALL BE IDENTIFIED BY THE MANUFACTURER AND TRADE NAME OF THE ITEM AS WELL AS THE COATED. AFC, COLE--FLEX, ROBROY OR EQUAL. 0. ISOLATED GROUND RECEPTACLES SHALL BE 15 AMP, 125V 3 WIRE GROUNDING TYPE, ORANGE IN COLOR RECEPTACLE SHALL F. BENDS IN CONDUIT SHALL BE MADE SO THAT THE CONDUIT WILL NOT BE DAMAGED, AND THAT THE INTERNAL DIAMETER OF END OF SECTION
DESCRIP77ON GIVEN ON 7HE ELECTRICAL ENGINEERS PLANS UNLESS OTH£RIMSE SPECIFICALLY AUTHORIZED BY THE NOT GROUND THROUGH YOUNTCNG STRAP, BUT ONLY THROUGH THE GROUND SCREW WHEN CONNECTED TO AN INDEPENDENT THE CONDUIT WDLL NOT BE EFFEC77VEL Y REDUCED. THE RADIUS OF THE CURVE OF THE INNER EDGE SHALL NOT BE LESS
ELECTRICAL ENGINEER, MAKE ALL SUBMITTALS IN GROUPS CONTAINING ALL ASSOCIATED ITEMS THE ELECTRICAL 1.03 FIT7INGS FITTINGS AND OUTLETS FOR CONDUIT SYSTEMS SHALL CONFORM TO THE FOLLOWNG.' GROUNDING CONDUCTOR LEWrON#5262-IG,OR EQUAL BY PASS AND SEYMOUR OR HUBBELL. THAN SHOWN IN TABLE 346-10 OF THE NEC
ENGINEER MAY REJECT PAR77AL SUBMITTALS AS NOT COMPLYING WITH THE PROVISIONS OF THIS SEC77ON NO
MATERIALS SHA BE DELIVERED TO THE JOB UN 77L THE LIST HAS BEEN,APPROVED BY THE ARCHITECT. ACCEPTANCE OR A. FITTINGS FOR ELECTRICAL METALLIC TUBING(EMT)FOR SIZES 1/2" THROUGH 2" SHALL BE WRENCH 71GNTENED 1.10 PLATE'S PROVIDE PLATES FOR EVERY SWITCH, RECEPTACLE, AND TELEPHONE/DATA OU7ZE7
LL
COMPRESSION TYPE WHJGH SHALL PROVIDE PULL-ON FORCE RESISTANCE AND ELEC7T?ICAL CONTINUITY AS REQUIRED BY G. CONDUIT SUPPORTS SHALL BE PROVIDED FOR ALL ABOVE GROUND SYSTEMS CONDUIT SHALL BE NG L E G SU
AND
REJEC77ON OF SUBSTITUTE MATERIALS SHALL BE AT THE DISCRETION OF THE ARCHl7ECTa
UL. NO INDENTING FITTINGS OR ADJUSTABLE SET SCREW TYPE RTTINGS SHALL BE USED. O-Z GEDNEY, THOMAS& A, ALL INTERIOR PLATES SHALL BE IVORY COLORED SMOOTH NYLON OR PHENOLIC PLASTIC FOR ALL OUTLET LOCA77ONS, FASTENED N7THIN 3 FEET OF ANY TFRMINATJON POINT AND AT A MAXIMUM OF EVERY 1Q FEET ALONG LENGTH OF RUN.
B MAKE ALL SUBMITTALS IN ACCORDANCE WITH THE GENERAL CONTRACTOR'S SCHEDULE OF SHOP DRAWINGS AND FAR ENOUGH BETTS, RACO OR EQUAL. UNLESS SPECIFICALLY NOTED 0 THERWSE: LEWrON, HUBBELL, PASS AND SEYMOUR OR EQUAL
LED DATES OF INSTALLATION TO PROVIDE REQUIRED TIME FOR REVIEWS; SECURING NECESSARY H. CLEARANCE. CONDUIT SHALL NOT RUN CLOSER THAN 6" TO ANY HOT WATER PIPE, STEAM PIPE, HEATER FLUE, OR VENT.
IN ADVANCE OF SCKEDU
RESUBMITTAL INCLUDING PLACING ORDERS AND SECURING DELIVERY. B FITTINGS FOR RIGID GALVANIZED STEEL CONDUIT(RGS)SHALL BE STEEL, THREADED FITTINGS ONLY. SPLIT AND "SET B ALL EXTERIOR COVERS SHALL BE WEATHERPROOF PER NEC 410-57(b) THERMOPLASTIC, WITH CLEAR POL YCARBONA IE TOP
APPROVALS, POSSIBLE REVISION AND , 1. CONDUCEIS ,SHALL BE USED WHERE CONDUIT RUNS MUST GO AROUND OUTSIDE CORNERS OF WALLS, BEAMS, EQUIPMENT,
SCREW` YPE RT77NGS ARE NOT ACCEPTABLE. O-Z GEDNEY, THOMAS&BETTS, RACO OR EQUAL. HINGED COVER AND PLA 7E GASKET: PASS AND SEYMOUR#3700 SERIES OR EQUAL BY TA OR HUBBELL. ETC ALL CONDULET COVERS SHALL BE ACCESSIBLE.
C. SUBMIT FOR APPROVAL, COMPLETE DETAILS IN ACCORDANCE WITH A. AND B. ABOVE FOR THE FOLLOWING HEMS'
C FITTINGS FOR LIQUID-77GHT FLEXIBLE CONDUIT SHALL BE OF THE COMPRESSION TYPE W H THREADED FERRULE, G. PLATES FOR ISOLATED GROUND RECEPTACLES SHALL BE ORANGE COLORED, SMOOTH NYLON OR PHENOLIC PLAS77C, U.N.O.
1. LIGHTING FIXTURES AND LAMPS SEALING RING AND SUITABLE FOR WET LOGA170NS 0-Z GEDNEY, THOMAS&BETTS, RACO OR EQUAL. LEVIrON 180703--IG OR EQUAL BY PASS AND SEYMOUR OR HUBI BELL. 104 CONDUCTORS AND 1FRMINATIONS. WIRE AND CABLE SHALL BE CONTINUOUS FROM OUTLET TO OUTLET; N7TN THE SPLICES
ONLY IN JUNCTION BOXES, GUTTERS, EQUIPMENT OR 07HER APPROVED LOCATIONS Nb
1
2 PANELBOARDS, TRANSFORMERS AND DIS7RIBURON EQUIPMENT D. FITTINGS FOR PVC SHALL BE NON-METALLIC, SUNLIGHT RESISTANT, AND OF THE SAME COMPOUND AS THE CONDUITS 1.11 LIGHT FIXTURES FURNISH ALL LIGHT FIXTURES, LIGH77NG EQUIPMENT AND COMPONENTS SHOWN ON THE PLANS, A MAKE SPLICES JOINTS TAPS AND CONNECTIONS TO EQUIPMENT WITH APPROVED SQLDERLESS LUGS SIZED FOR INE INRE
WHICH THEY ARE BEING U77LIZED W/1N CARLON, CANTER, CAL DUCT OR EQUAL. LISTED IN THE "FIXTURE SCHEDULE"AND SPECIFIED HEREIN 1
OR CONL7UCTOR INVOLVED.
3, WRING DEVICES
E. RT77NGS FOR FLEXIBLE METALLIC CONDUIT SHALL BE OF THE "SQUEEZE" TYPE WITH EITHER ONE(1) OR TWO (2) A. BALLASTS FOR FLUORESCENT FIXTURES SHALL BE HIGH PO FACTOR, ENERGY SAVING E, COMPATIBLE WITH LAMPS 1
4, PULL BOXES AND VAULTS SCREWS, CAST OR MALLEABLE STEEL, CADMIUM OR ZINC COATED. 0-Z GEDNEY, THOMAS&BETTS, RACO OR£QUAL. ANp THEIR DESIGN. CONSTRUG770N SHALL CONFORM rO CE.0 OR OTHER LOCAL STANDARDS WHERE APPLICABLE. B IDENTIFY POWER AND LIGHTING FEEDERS WITH PERMANENT TAGS AT PANELS, PULL BORES AND POINTS WHERE CONDUIT 1
GENERAL ELECTRIC "WATT�-MISER$ ADVANCE "MARK III, UNIVERSAL "WATT REDUCER"OR EQUAL. RUN IS BROKEN. .
5 NAMEPLATES FOR EQUIPMENT 1.04 CONDUCTORS. CONDUCTOR SIZES ARE SPECIFIED BY AMERICAN WIRE GAUGE(AWG). CONDUCTORS SHALL BE COPPER.
WIRE SIZES 110 AND SMALLER SHALL BE SOLID CONDUCTOR HOWEVER, CONTROL AND SIGNAL SYSTEMS MAY BE WIRED WMTH B FLUORESCENT LAMPS SHALL BE ENERGY SAVING, COOL WH/lE AND OF THE LENGTH AND WATTAGE TO FIT THE FIXTURE IN C INSTALLATION. THOROUGHLY CLEAN CONDUIT AND WIR SIZES
1 INSURE ALL PARTS ARE PERFECTLY DRY BEFORE PULLING
EQUIPMENT w I :
114 STRANDED. INSULA TION FOR WIRING SHALL BE 600 VOLT TYPE "1HWN; 75'C RATED FOR DRY OR WET LOCA710NS OR WHICH USED. ALL 4'RAPID START LAMPS SHALL BE 34W, GENERAL ELECTRIC, SA VANIA OR EQUAL WIRES. USE APPROVED WIRE PULLING COMPOUND FOR SIZES#2 OR LARGER, AND ON LONG RUNS
low
6. COMMUNICA TION SYSTEMS
TYPE "1NHN'; 90C RATED FOR DRY LOCATIONS ALUMINUM CONDUCTORS SHALL BE ALLOWED FOR MAIN SERVICE FEEDERS :
7 FIRE ALARMS EQUIPMENT ONLY. C INCANDESCENT LAMPS SHALL BE OF INE INSIDE FROSTED TYPE, WITH A RATING OF 120V AND SCREW BASE; UNLESS D. WIRE OR CABLE BENDS IN JUNCTION AND/OR PULLBOXES SF/ALL BE MADE W/7N A LONG RADIUS. BENDS,FOR CABLE SHALLON
NOTED OTHERWISE. GENERAL ELECTRIC, SYLVANIA, PHILLIPS OR EQUAL. NAVE A RADIUS OF NOT LESS THAN 8 LIMES THE DAME OF THE CABLE. PER N.EC SECTION 300,
1.04 LOCA77ONS AND ACCESSIBILITY WORK SPECIFIED AND NOT CLEARLY DEFINED BY THE DRAWINGS SHALL BE BROUGHT TO A. CONDUCTOR SIZES SHALL BE AS INDICATED; WHERE SIZES ARE NOT INDICATED THEY SHALL BE AS REQUIREO BY CODE.
RIOR TO INSTALLATION SO THAT IT MAYBE INSTALLED AND ARRANGED IN A ALL WIRING SHALL BE COLOR CODED FOR PHASE IDENTIFICATION AS FOLLOWS.• 0. HIGH INTENSITY DISCHARGE(HID)BALLASTS SHALL BE HIGH POWER FACTOR AND RATED OF START-UP AT 20'F: ON ALL E. CONDUCTORS 112 AND SMALLER SHALL BE PROVIDED WTH EYE OR FORKED TYPE COMPRESSION SET CONNECTORS MIEN
THE ATTENTION OF THE ELECTRICAL ENGINEER P
SA175FACTORY MANNER OUTDOOR FIXTURES N?
LAMPS AND BALLASTS SHALL BE COMPATIBLE 1N BALLASTS MULTI-VOLTAGE RATED. CONDUCTORS ARE TERMINATED ON A SET SCREW TYPE TERMINAL.
12208V.ti LO-1W 277/480V.. 3� 4W
1.05 1FS77NG AND ADJUSTMENT. UPON COMPLETION OF ELEC7R/0AL WORK, ADJUST AND TEST CIRCUITS, LIGHTS AND OTHER 1. PHASE A = BLACK PHASE A = BROWN E: LIGHTING FIXTURE DIFFUSERS, ALL PLASTIC DIFFUSERS FOR FLUORESCENT FIXTURES SHALL.BE ACRYLIC THEY SHALL 1.05 DEVICE AND JUNCTION BOXES
ELECTRICAL fTEMS TO INSURE PROPER OPERATION OF ALL ELECTRICAL EQUIPMENT. IfM
PHASE B = RED PHASE B = ORANGE BE 1009'PURE VIRGIN ACRYLIC, MINIMUM THICKNESS.125"OVERALL. A. CONCEALED OUTLET BOXES SHALL BE ACCURA7ELY PLACED, FLUSH WWTH THE FINISHED SURFACE OF WALL OR CEILING,
PHASE C = BLUE PHASE C = YELLOW
A. CHECK SERVICE VOLTAGES UNDER MAXIMUM OBTAINABLE LOADS EQUIPMENT, RXTURES, AND PARTS FOUND TO BE IN NEUTRAL = WHITE NEUTRAL = WHITE 1. ULL NIR INSTALL AN UNSPLICED PULL LINE IN ALL EMPTY CONDUITS. PULL LINE SHALL BE A 3/16" THE CONDUIT, BY A BAR HANGER OR STRAP APPBRAIDED UNLESS OTHERWISE INDICATED. TREY SHALL BE ROVED FOR THAT PARTICULAR USE.PLUMB AND RIGIDLY FASTENED TO THE STRUCTURE, INDEPENDENT OF
NEED OF CORRECTION DURING SUCH TESTING SHALL BE IMMEDIATELY REPAIRED OR REPLACED WITH NEW EQUIPMENT AND GROUND = GREEN GROUND = GREEN POLYPROPYLENE LINE:
ED. SUCH REPLACEMENT OR REPAIR SHALL BE DONE AT NO ADD177ONAL B OUTLET BOXES 1N FURRED CEILING SHALL BE RIGIDLY FASTENED TO THE SUPPORTING STRUCTURE BY AN APPROVED BAR
THAT PART OF THE SYSTEM SHALL BE RETEST
9
COST TO THE OWNER B. MAKE SPLICES FOR CONDUCTORS 18 AND SMALLER WITH STEEL OR COPPER SPRING INSULA TEL? WIRE NUTS SPLICES FOR 1.13 GROUND RODS PROVIDE STEEL CENTERED COPPER CLAP GROUND RODS AS REQUIRED PER NEG 250. MINIMUM LENGTH
CONDUCTORS #6 OR LARGER SHALL BE WITH SPLIT BOLTS OR "KEARNEY'S" WHICH WHEN USED SHALL BE THOROUGHLY SHALL BE 3/4"X 8', DRIVEN NEARLY FULL LENGTH INTO THE EARTH WITH NO MORE THAN 2"LEFT ABOVE GRADE FOR PROPER TYPE HANGER OR BLOCKING.. mi I
B ALL FAILURES SHALL BE CORRECTED IN A MANNER SA775FACTOR Y TO THE ENGINEER THE CON1T?ACTOR SHALL FURNISH INSULA7E`D. CONNEC77ON TO THE GROUNDING CONDUCTOR(S).
RETESTING EQUIPMENT AND CORRECTING FAILURES - C CONTROL APPARATUS, OUTLET BOXES, JUNG77aN ANDfOR PULLBOXES, AND OTHER SIMILAR EQUIPMENT SHALL BE
ALL NECESSARY COSTS OF RETESTING
C THE GREEN GROUND WIRE SHOWN ON CONDUIT RUNS SHALL RUN CON77NUOUS FROM PANEL TO LAST OUTLET. THIS WIRE 1.14 7RANSFORMERCS�. TRANSFORMERS SHALL BE DRY TYPE, NEMA-1 FOR DRY LOCA77ONS OR NEMA 3R FOR WET OR DAMP INSTALLED AND MAINTAINED IN ACCESSIBLE POSITIONS AND LOCATIONS
Y AN INSPECTOR THAT SHALL HAVE EXPERIENCE IN ELECTRICAL WORK, SHALL BE PIGTAILED IN EACH OUTLET FOR CONNEC77ON TO BOX AND DEVICE SO THAT IF THE DEVICE IS REMOVED, THE LOCATIONS TRANSFORMERS SHALL HAVE VEN77LA7ED CORE AND COIL ASSEMBLIES MOUNTED ON RUBBER ISOLATION PADS TO
C. ALL ELECTRICAL TESTS SHALL BE WITNESSED B D. WALL OUTLETS SHALL NOT BE W�9RED BACK-TO-BACK, BOXES ON OPPOSITE SIDES OF A COMMON WALL SHALL BE SEPARATED
EQUAL TO THAT OF AN ELECTRICIAN HAVING AT LEAST FIVE(5) YEARS EXPERIENCE AS AN I.B.E.W. JOURNEYMAN GROUND WILL NOT BE INTERRUPTED. MINIMIZE THE SOUND LEVEL. (6)2-1/29 FULL CAPACITY TAPS WITH(2)ABOVE AND (4)'BELOW SHALL BE PROVIDED AT 150' BY A SPACE OF AT LEAST 6". PROVIDE A MINIMUM OF 24"OF SEPARATION IN ACOUS770 ANp FIRE RATED WALLS
C RISE, UNLESS NOTED OTHERWISE:
1.06 LAYOUT AND INSTALLABON. 1.05 OUTLET BOXES. ALL BOXES SHALL BE SIZED FOR THE NUMBER AND SIZE OF CONDUCTORS AND CONDUITS ENTERING THE
BOX AND EQUIPPED WITH PLASTER/ERlE"NSION RINGSWHEREREQUIRED. ALL BOXES SHALL BE LABELED TO INDICATE PANEL 1,15 TIME SFitTCH('ES}. E. CAST STEEL OR ALUMINUM OUTLET BOXES SHALL BE USED FOR ALL SURFACE MOUNTING IN DAMP OR WET LOGAlTONS.
A. LAYOUT
AND INSTALLA770N OF ELEC171/CAL WORK SHALL BE COORDINATED W/TH THE OVERALL CONS7T?UCTTON SCHEDULE AND CIRCUIT NUMBER OF CONDUCTORS CONTAINED GS�TH . IN NO CASE SHALL ANY BOX BE LESS THAN 4"ROUND OR SQUARE BOXES SHALL BE COMPLETE WITH THREADED HUBS AND WEATHERPROOF GONERS
AND WORK SCHEDULE OF VARIOUS TRADES, TO PREVENT DELAY IN THE COMPLETION OF THE PROJECT. COMPLETE UNLESS SPECIFICALLY NOTED 07HERWlSE, OU7LET BOXES FOR CONCEALED WORK SHALL BE GALVANIZED OR SHERARDIZED, ONE A. TIME SWITCH(ES)FOR CONTROLLING MECHANICAL EQUIPMENT, SIGNS, DISPLAYS, ETC SHALL BE A.7 DAY TYPE, SPD I,
DRAWINGS AND SPECIRCA77ONS FOR THE EN77RE PROJECT SHALL BE AVAILABLE AT THE JOB SITE. IT SHALL BE PIECE, PRESSED STEEL, W7H KNOCKOUTS AS REQUIRED. ADJUSTABLE W/1H RESERVE POWER. 120V. WITH(3)20 AMP CONTACTS AND PHOTOELECTRIC INTERCONNECTION TERMINALS F. PROVIDE MUL 17-GANG BOXES WHERE REQUIRED, SECTIONAL OR GANGABLE BOXES SHALL NOT BE PERMITTED.
OBLIGATORY TO THOROUGHLY CHECK (HESE DOCUMENTS BEFORE ORGANIZING INE ELECTRICAL WORK SCHEDULE OR TORK 1T93OL OR EQUAL BY IN7ERMATIC OR PARAGON 1.06 LIGHTING FIXTURES FURNISH ALL LABOR ANp MATERIALS TO INSTALL SPECIFIED EQUIPMENT IN THE MANNER
INSTALLING MATERIAL AND EQUIPMENT A. LIGHT OUTLETS SHALL BE 4"OCTAGON, 4"SQUARE OR LARGER PER NEC 370-6(a)AND SHALL BE EQUIPPED WITH A
RAISED PLASTER RING OF DEPTH REQUIRED TO PROVIDE A FLUSH MOUNTING CONDITION PLASTER RING SHALL HAVE A B. LIME SWITCHES FOR CONTROLLING EXTERIOR LIGH77NG, DUTY CYCLING, VENTILATING FANS, ETC SHALL BE A 7 DAY INDICATED. ALL FIXTURES AND LIGHTING EQUIPMENT SHALL BE DELIVERED TO THE BUILDING COMPLETE WITH SUSPENSION
1. WHERE OUTLETS ARE PLACED IN A WALL, THEY SHALL BE LOCATED AT THE SAME HEIGHT WTH RESPECT TO EACH 3"ROUND OPENING W1TR TWO THREADED MOUNTING HOLES. RACO OR EQUAL TYPE, 3PST, WITH MANUAL BY-PASS SWITCHES, RESERVE POWER 120V. WITH(3)20 AMP CONTACTS TORK 1TW--300 SERIES ACCESSORIES, CANOPIES, CASTINGS, SOCKETS, REFLECTORS, BALLASTS, DIFFUSERS, LOUVERS, PLASTER FRAMES, RECESSED
R FEATURES AND OR FINISHES ON THE WA L 0R EQUAL BY IN1E7?MATIC OR PARAGON BOXES, ETC. ALL WIRED AND ASSEMBLED AS DIRECTED BY MANUFACTURER.
OTHER AND OTHE /
B SWITCH OUTLETS SHALL BE 4"SQUARE BOX FOR SINGLE AND TWO GANG APPLIGAIJONS SPECIAL MULTI-GANG BOXES
2 LOCA77ONS SHOWN ON ARCH17ECTURAL REFLECTED CEILING PLANS, OR ON WALL ELEVATIONS SHALL TAKE SHALL BE UTILIZED FOR MORE THAN TWO SWITCHES COMPLETE WITH PLASTER RING FOR YOUN77NG SWITCHES RACO OR 116 PHOTOCONIRO S. PHOTOGONTROLLS SHALL BE OUTDOOR TYPE, 12OV., 200OW, CURRENT RATING, ADJUSTABLE, TORK A. FLUORESCENT FIXTURES SHALL NOT BE USED AS A RACEWAY FOR BRANCH CIRCUIT CONDUCTORS EXCEPT WHERE INSTALLED
END-TO-END TO FORM A CON77NUOUS ASSEMBLY.
PRECEDENCE OVER ELECTRICAL PLAN LOCATIONS, EQUAL. #210t OR EQUAL,
THE ARCHITECTURAL DRAWNGS C RECEPTACLE TELEPHONE AND COMPUTER/DATA OUTLETS SHALL BE 4"SQUARE, OR LARGER BOX PER NEC 370-6(a), WITH 1.17 LOCATIONS EQUIPMENT OUTLETS, LIGH77NG FIXTURES, CONDUIT, WIRE, AND CONNECTION METHODS IN HVAC AIR- B CEILING MOUNTED FIXTURES WHICH ARE SUCH
INS
DIRECTLY ON COMBUSTIBLE OR FLAMMABLE CEILING MATERIAL, SHALL
J. REVIEW EXACT LOCA TIONS OF EACH OUTLET INDICA TED AND COORDINATE'Wl]H BE RATED AND APPROVE,BY UL FOR SUCH INSTALLAT70N
T
MINOR REEGA TIONS SHALL BE MADE WITHOUT INCURRING ADDITIONAL COST 70 OWNER SINGLE GANG OR LARGER PLA57ER RING TO SUIT HE DEV/CE(S)INSTALLED, UNLESS SPECIAL BOXES ARE SPECIFIED PLENUMS SHALL BE APPROVED FOR SUCH USE.
(FLUSH CLOCK, ETC) OR OTHERWISE REQUIRED FOR A PARTICULAR DEVICE: RACO OR EQUAL. C, RECESSED MOUNTED FIX7URES WHICH ARE INSTALLED IN GYPSUM BOARD OVER SUSPENDED WOOD CEILINGS SHALL BE
4. THE ARCHI7ECTURAL, STRUCTURAL, ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS ANp SPECIFICATIONS, END OF SEC77ON COMPLETE W/TN TWO(2) 1"R 1 5/8"STEEL CHANNELS MOUNTED ON TOP OF AND PERPENDICULAR TO STRUCTURAL WOOD
TAKEN TOGETHER INDICA 7E THE WORK TO BE DONE UNDER Th°IS PROJECT THE WORK SHALL BE EXECU7E"0 IN MEMBERS AND SECURED WITH FOUR(4) 114-X 1"LAG BOLT(S)AND WASHER(S). THERE SHALL BE FOUR(4)3/8"BY
ACCORDANCE WITH THESE DRAWINGS AND ANY DETAIL SCALE DRAWNGS MICH MAY BE FURNISHED BY THE ARCHITECT REQUIRED LENGTH THREADED RODS WITH WASHERS AND LOCKNUTS SECURING FIXTURE TO CHANNEL AT FOUR(4) CORNERS,
DURING THE PROGRESS OF THE WORK, THE CONTRACTOR SHALL EXAMINE ALL ARCHITEC7URAL, STRUCTURAL,
ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS IN ORDER TO BE DULY INFORMED AS TO THE SCOPE AND
DETAIL OF THE WORK WITCH WILL BE REQUIRED.
5. THE ELEC7RICAL DRAWINGS ARE DIAGRAMMA77C IN NATURE AND INDICATE THE PREFERRED LOCA77ONS OF OUTLETS I -:
AND EQUIPMENT, AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE IT IS NOT WITHIN THE SCOPE OF THE
DRAWINGS TO SHOW ALL BENDS, OFFSETS, PULLBOXES, AND OBS7007700 AND IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO INCLUDE SUCH 1N THE BID. 7HE DRAWINGS ARE NOT INTENDED rO BE SCALED, AND THE
CONTRACTOR SHALL REFER TO THE ARCHITEC7URAL AND 57RUC7URAL DRAWINGS FOR DIMENSIONS AND LIMITATIONS
OF THE BUILDING STRUCTURE, AND TO THE MECHANICAL DRAWINGS FOR 7HE LOCA RON OF EQUIPMENT REQUIRING
ELECTRICAL SERVICE AND CONNECI7ONS
6. IN THE EVENT THAT CHANGES IN THE INDICATED LOCA77ONS OR ARRANGEMENTS ARE NECESSARY DUE TO FIELD
CONDl7IONS, SUCH CHANGES SHALL BE MADE BY THE CONTRACTOR WITHOUT EXTRA COSTS, PRO14DING THE CHANGE
HAS BEEN APPROVED BY THE ARCHITECT BEFORE THE WORK HAS BEEN COMMENCED AND NO ADDITIONAL MA7ERIALS
ARE REQUIRED. THE CON7RACT0R SHALL ADVISE THE ARCHITECT OF ANY REQUIRED ADD117ONAL COSTS' AND HAVE
DESCRIPTION OF REVISION DATE o1
APPROVED:
APPROVAL OF SAME BEFORE PROCEEDING.
1.07 OPERA 77ON AND MAINTENANCE INSTRUC77ONS. FULL Y INSTRUCT AND DEMONSTRA 7E TO THE OWNER'S OPERA TING . I I 'a MONGA
PERSONNEL THE PERFORMANCE; OPERA TION AND MAINTENANCE OF EQUIPMENT. INE TIME ALLOWED FOR SAID INSTRUCTION I 1 CJCA � CITY OF RANCHO CLICA
SHALL BE INCLUDED AS PART OF THESE CONTACT DOCUMENTS
1.08 WARRANTY. ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION SHALL BE WARRANRED IN
WRI77NG BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR(EXCEPT BALLASTS FOR LIGHTING FIXTURES SHALL HAVE A TWO
YEAR GUARANTEE) FROM DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD, DUE TO I I I % F
- DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, THE CONTRACTOR SHALL FURNISH ALL NECESSARY LABOR AND MATERIALS TO I .
CORRECT THE TROUBLE AT NO EXTRA COST TO THE OWNER. . 0 IfI 0 ELECTRICAL SPECIFICATIONS
cjI ev
1.09 FINAL REVIEW AND ACCEPTANCE: UPON STATED COMPLETIION OF CONIRACI; WORK SHALL BE SUBJECT TO REVIEW BY
I G C_4
CN REPRESENT#Tl VES OF 0WER, ARCHITECT AND ENGINEER FOR ADHERENCE TO CONTRACT DRA WINGS AND SPECIRCA TIONS ANY
CHANGES REQUIRED TO BRING WORK INTO SUBSTANTIAL CONFORMANCE WITH DRAWINGS AND SPECIFICA77ONS SHALL BE MADE BY
THE CON7RAGTOR AT NO ADDITIONAL COST TO THE OWNER
y_--.
>< 1.10 RECORD DRAWINGS PROVIDE AND MAINTAIN IN GOOD ORDER A COMPLETE SET OF ELECTRICAL CONTRACT PRINTS ALL
`� CHANGES HALL BE CLEARLY RECORDED ON THIS SET OF PRINTS AT THE END OF THE PROJECT THE CONTRACTOR SHALL
G GE s APPROVED BY: � � � DATE �
ca TRANSFER ALL CHANGES TO ONE SET OF MALAR TRANSPARENCIES FOR SUBMISSION TO TRE ARCHl7ECT. MALARS SHALL BE53
CITY ENGINEER RCE: ��-�
� PROVIDED BY THE CONTRACTOR TO THE�ARCHI7ECT WHEN REQUESTED AND AT COST OF PRINTING. UPON COMPLETION OF THE ���dF �����`,l
WORK, DELIVER TO THE ARCHITECT ONE COMPLETE"SET OF FINAL PRINTS OF THE MALARS AND 7HE MALARS THEMSELVES, WITH
COMPLETE INSTALLA77ON AND CHANGES IN THE WORK INDICATED THEREON ALL SHEETS SHALL BE IN177ALED BY THE
�� a RC4Cif �_ ESIGN
q
�-; 4 �; E LA RECOMMENDED
,, CONTRACTOR AS BEING A CORRECT AND ACCURATE RECORD OF THE INSTALLATION. . -' `4 9W7� uQ j
Y �Ieo Qo°E, :4 , ENGINEERING
II
-- ::I_ n ca END OF SECTION "
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( -, DRAWN ��� 0 COIvi P AN Y, INC. SHEET
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I INSTALL 4" VCP - 90" BEND
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ACT 14795-2
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BACKFLOW. 1 `� _______M_________ _ __ \ _ _ _ I MINIMUM .
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CHECKED BY: Costa Mesa, DRAWING NO.
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Landscape Arc6tttctur� (714)434-9803 (714)434-9109FAX
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