HomeMy WebLinkAboutLegacy Park DEVELOPER/OWNER
AEW
SAINTA YNEZ PLACE , OAKLEAF WAY & EAGLE VOOD PLACE
« I«
RANCHO CUCAMONGA CALIFORNIA MMM HOINM DM VnMB
PARK ' A 130"1 YOUNGS CANYON ROAD
Val
RANCHO SUMM TRACT NO .,.
14759
RANC110 CUC"ONGPsl CA. 91739
ATINO WHIl" LU
ph* (951) 2181=5927
LANDSCAPE MAINTENANCE DISTRICT
7
NO .,
VICINITYSHEETINDEX
1. THESE NOTES SHALL USED I CONJUNCTION WITH THE P AND ANY DISCREPANCIES SHALL BROUGHT TO THE TIO OF THE L-1 L-14 FLOOR PLAN, 071MOR ELEV)�TIONS,
LANDSCAPE ARCHITECT AND THE CITY. L-2 GRADING PLAN GA`IE AM SIGN DETAILS
ENCROACHMENT PERMIT SHALL OBTAINED FROM THE CITY ENGINEER PRIOR TO
COMMENCING ANY OK. No
L-3 CONSTRUCTION PLAN L
. ALL WORK SHALL E PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD
Z 2 PROJECT �l0 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-16 DETAILSL-4 CONSTRUCTION DETAILS
Q v CPQ SITE4• THIS WORK SHALL BE INSTALLED Y A LICN :ED CONT CTOR O SHALL CARRY WORKMAN'S COMPENSATION, PULlC L{ABILITY AND PROPERTY L-17 DETAILS
L-5 CONSTRUCTION DETAILS
2 �,P DAMAGE INSURANCE AS REQUIRED Y LAW. —18
m 4�� ��> WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT NOTES,L GENERAL
LSt?N AV SUMMIT 5• CHECK FOR EXISTING UTILITY LOCATIONS PIO{. TO EXCAVATION
_ STANDARD DETAILS
1--800--227-2600 O WORKING DAYS PRIG TO CONSTRUCTION. L-7 HMOATIONPLAN L-18A RCFPD PROCEDURES AND REQUIREMENTS
f 15 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-19 PLUMBING LEGEWD NOTES,
RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN O THE S. L-8 EStRIGATIONDETAILS SCBEDULES, j51FfAU§
I 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-9 TREE & SHRUB PLAN L-20 PLUMBING WASTE AND
HAVE BEEN APPROVED Y THE CITY ENGINEER,
L-10 PLANTING DETAILS VENT FLOOR PLAN & DETAEL
BANYAN AV • SLOPES IN EXCESS OF 5 VERTICAL F SHALL HAVE A 2' IDE FLAT A AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT
IDE FLAT AREA AT THE TOE OF SLOPE. HWGATION SPECIFICATIONS L-21 ld No MCAL SYMBOLS, SCHEDULE9 NOTES
9- UPON COMPLETION OF INSTALLATION, AN STk3LISH T PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-12 HMOATION SPECIFICATIONS 1,22 ELECTRICAL SITE PLAN
�. ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL Lr23 LIGB7INGPLAN
� "`� .� CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT H LTH, AND WITH CITY COUNCIL ACCEPTANCE L-13 PLANTING SPECIFICATIONS
OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING* DING, IRRIGATION, PRUNING, RAISING TREE ROOT ALL WHICH SETTLE BELOW
GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL 13111111.1.1 1
HIGHLAND AV REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER UMYff CONMCflONS TO BUILDING
COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE OK Y THE CITY. L-25
Y NS PERSONNEL, ALL PESTICIDE APPLICATIONS REQUIRE AP.C.A. RECOMMENDATION.
Q 10. APPLICATION OF ANY CHEMICALS SHALL E � STATE LICE
z 11. CALSENSE EQUIPMENT SHALL INSTALLED UDDER THEDIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525.
w 15 U
1 . CONCRETE HEADERS SHALL E PROVIDED P THE FOLLOWING CRITERIA.
BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUBAR — 8" IDE X 6" DEEP CONCRETEHEADERS
BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — " WIDE X " DEEP CON HEADERS
�
BETWEEN CITY—MAINTAINED G.C. AND �NY PRIVATE—MAINTENANCE — 6" WIDE DEEP COCHEADERS
BENEATH AL FENCING ADJACENT T CITY MAINTENANCE — " WIDE X 6" DEEP CONCRETE HEADERS
13. MEANDERING SIDEWALK LAYOUT, HERE SHO Ho IS CONCEPTUAL ONLY. APPROVAL O THE FINAL SIDEWALK LAYOUT SHALL E MADE IN THE
FIELD, AND ADJUSTED A NECESSARY TO EI" FIELD CONDITIONS APPROVED Y THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
PRIOR TO FINAL CONSTRUCTION.
1 . PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA. CONSULTANTS
MAINTENANCE PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL E FURNISHED TO THE CITY INSPECTOR.
ANY UNUSUAL TOXICITIES O NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED Y THE CITY INSPECTOR.
ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
PUBLIC TREES ARE T B PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
CLARK AND GPJMN ASSOCIATEIS
AM ASC JOEIN`
_,.,.. r...•r.,.....,,. ... ,.r,_..,.«. .., ..._.,,r...-.,,. �y M m„yp 3re: ”: Fl� _. .. _...:»v 15. PRIOR TO THE START OF GRADING ALL XISTIPIG VG TIO AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBBUSRWS PARK M C4 P.O.BO][1085LE,
M .,".s...,. ...« ,,,,,..#..... I TREES AND ROOT SYSTEMS SHALL E REMOVED FROM THE, SITE TO THE SATISFACTION OF THE SOILS ENGINEER.
1
I ..v...wCOSTA
,.. ^.,«
1 1
1 . AFTER REMOVAL OF DEBRIS, AND EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SAILS
714) }
3 jf( ITw rtrµj JJ[t l( ENGINEER. TOP 1--FOOT OF SU D SHALL IU 1—INCH IN SIZE.
it
.tY„- ....r : ., C fy4v ,$,,, w..«....., i ,,,F,,..,, £ .e.o.,...,.,- .. ,.-..+x,u...,..w.w«.+.,.•nwm 3yo ,.,.`vN .a,,,,..z...v,,...... rf.
1012 BOISA CHICA RK
.,,..•,r f A x{ � ..,. a� , � 5 .j `P , .>...A^.,...mv.-v. ,....,.x .....c � .. � v,,.-•.....::raa
525
ORFORDAVENUE NEW
f k a 4n, •...§ .. .,A «N,, ... i ® JERSEY
k
,SUITE 101
HUNTINGTON BEACHs CA 92649 SAN BERNARDINO*CA.92408 REDLANDSo CALIFORNIA 92373
AR (714)840-5582 (909)7924611
PE AAWTENANCLE
e
paw r
}
»
i
r... ...:._ ':.
e
4
L
} p k• 't a "'P
T ,
, r r
by h
r
CVCAMONaA
LANDSCAPE QUANTITIES
QUANTITIES SECTION
PARK AMA
A
TOTA- SP, OF CADESILE AREAS
DESCRIPTION OF REVISION A CITY
DATE
APPROVED:
TOTAL SP. OF NON-TURF LANDSCAPE AREAS 29,2W S.F.J
CITY w _ ` ♦ •
,.,. y 2• .. k :>'`a t,.y ,,.2 �f xTOTAL SP, WARDSCAI
♦ O
PE AREA (INCLUL)ING WALKS)
420 &F*
•,a. ...# r..:Le,,p». ..� .,n� , of rJ ':, t +,v.,"5. r p
R4 ! t f
e.,....:.... ..., ..�, i n 5 \,dry l "`. ytp'✓J c.,,„r`4_ u + C0 /`ftt
.,.n>u ,aw.,r.,..v.. ,,tt ' }, S :+*" 4,.a vw,..•{ry•Y« F �} Pel ^` f '+x.44h*4
0
low ST-1
TOTAL SP. SAND RANCH PARK A
0 SUMMIT
�`ZAWY"Dow
TOTAL BARK >
.,f,,,ar.a:.�..:.11rY r +�.,.-*''"Yr i,1 [•b p r, .f`fPf !` ,'"•k. � �x y,`�"\''
.r«.rv. .w w n M, kN tf °`•. .e' C' ,d'^y,R \4i y" .P+kS.F. f •
}
t SSS „^: 3 ,.^
Alm .v§ ,Y¢ .� ,� y`f ,n 1, TOTAL
n• x
M" f
••' ArtV'YAN, va... ' '
w
s
:
�
�
t
p�F,
S/ N ,
�
% APPROVEDBY
DATE:
ZFNaSeAp
24953RG .R
. w• « i: -D BY-
'N 4 '? �� �r '1fERECOMMENDED
,
DESIGN
,
160 U? �O to .�►
ca
, k
-Signature n
DRAWN
A
SHEET
-1
12-31-06M4)43440
4q N,r' APT
A�`�"' 26
Rel 1 DM`e taHftep Art6lnRter« lkmo M=119mmm
6♦r
f { ®� � � !tib
A•. $,F rt 9�•� o e a�� CHECKED = - R.L.A. N4 DRAWING NO.
0111
SHEET KEY A Li P%6AN H SUM�MIT
c 0 -90
A D C A A 'N C U A am
TRACT NO 14759
. .
OF CAL` Be DATE 1 Zan FlLE NO .15
f
;t
c
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF
SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AN
SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE OREMOVING
AND RE—INSTALLINGIRRIGATION EQUIPMENT, AND REPLANTING AREAS
ICH ARE NOT INSTALLED PLAN AND SPECIFICATION.
4" OF COMPACTED WOOD CHIP
MULCH.
2. CONTRACTOR H LL FOLLOW THE DETAILSSPECIFICATIONS - OFD " DS PING (CONCRETE HEADER,
ILPREPARATION, L T PITREQUIREMENTS, STAT BACKFILL .,�,, FINISH G 2CURS & GUTTER. SIDEWALK, C.) FINISH GRADE
NATIVE WITH NO ROCKS
REQUIREMENTS. GREA BACKFILL"
3" Y COMPACTED IN 12"
PLACE TO FORM WATERING BASIN.
. CONTRACTOR LL FAMILIARIZE HIMSELF/HERSELF NTH ALL
UNDERGROUNDLITI , PIPES, STRUCTURES, ETC., AND SHALL TAKE
SOLE I ILI FOR THE REPAIR/REPLACEMENT, AT NO COST TO —
a
CITY,THE — '
ANY AGE I UNDERGROUND G OUN FACILITIES.
PLANTINGLL L ALL OPERATIONS I CONJUNCTION wI PITOF� cT, AL TME
WITH THE INSTALLATION OF THE SPRINKLERSYSTEM HAVE BEEN SHOVELCUTEDGE COMPACTED
COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING
SOIL
AREAS HAVE BEE PROPERLY GRADED AND PREPARED AS SPECIFIED,
AND THE WORK APPROVED BY THE CITY.
UNDISTURBED SOIL,
5. ALL PLANT MATERIALS SHALL BE APPROVED FORQUANTITY BY THE CITYNOTES:
AND LANDSCAPE CHITECT PRIOR TO INSTALLATION. I L LOCATION 1. PRIORPURCHASE/PLACEMENTF MULCH, E CONTRACTOR SHALL
OF ALLPLANTMATERIAL SHALLSUBJECTTO OVAL Y 1.
NOTES:- I R AT SUBMIT A P T E INSPECTOR FORAPPROVAL
RE
PRESENTATIVE I I CAV . 2. MULCHINTOE UNDGES R TREES AT GROUND Co ER S DIRECTED a aN E PLANS D Na
3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
. CONTRACTOR IS SPO SI L ALL REPAIRS AND/OR REPLACEMENT4. PLACE No MULCH WITHIN A s" RADIUS OF THE CROWN OFA WOODY PLANT.
OF Y DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,
THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AN /
HIS SUB—CONTRACTOR. PLAC ITEMS SHALL BE EXACT
DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE
APPROVEDY THE CITY.
7. QUANTITIES SHOWNON THE LEGEND ARE FOR ESTIMATE PURPOSES
ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE
GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. CONTRACTOR
SHALL PROVIDE AN ADD11IONAL e PLANT FILLER LIST IN BID, PLANT
FILLER TO BE SPOTTEDON SITE Y LANDSCAPE ARCHITECT OR CITY. '
Y UNUSED POR11ONFILLER LIT SHALL BE CREDITED TO THE
OWNER.
LOOP HOSES TRUN
. WHENEVER / ADJACENT T HAN GRD `}
AREAS OR PUBLICLANDSCAPE AREAS ARE ADJACENT TO PRIVATE
LANDSCAPE AREAS, A CONCRETEIS REQUIRED, PURSUANT T
CITY STANDARDSTIL O . TYING PLAN
9. CLEAN—UP LL TAKE PLACE ON A DAILY BASIS UNLESSr dft�OTHERWISE
APPROVED Y THE CITY.
NEW RUBBERHOSE OVER WIRE
AT POINT OF CONNECTION.
1 FOLLOWINGIL HALL FOR ID PURPOSES ONLY. v
. SME CABLE SPACED
FINAL SOIL AMENDMENT TYPES AND QUAN11IIES SHALL BE BASED0 Y C P 3TO EQUALLY AROUND TR —
DEPRESSED WA N. CO 3/4" DIA. x 3®
IL ST RECOMMENDATIONS (SEE SPECIFICATIONS). OTOTIL 4" IP MULCH. TOP OF RTO C 200 C PIPE
EXTENDTOP OF " D2"
REQUIRED SOIL T INTO IL T UI FINGRADE FINISH c
'ARBOR "
D OR EQUAL IN
PER 1,000 SQ.FT. TURNBUCKLE .) TURF AREAS.
TtG COMPACTED " BERM
RF AAND ING
IN FONITROGENSTABILIZED SUDENTIAL
1 L CO ' INST LATIO .GROLINO
1 L — L 4U N P IP .
MOT m6a
11. ALL ROCKS 1» DIA. AND GREATER SHALL BE REMOVED FROM THE ENTIREPLANT PIT To 2}TIMES THE
SITE IN INI 1 IL. WIDTH OF TME BAI.LR00T BALL -
1 . LANDSCAPE HALL RECEIVE 4" F CITRUS OOD CHIP MULCH UNDER ALL
SHRUBS,TREES AND AND BLENDINTO EDGES AT GROUNDCOVER AREAS, NATIVE BCKFILL WITH No NATW BACKFIL.I.WITH
U SU NTT CI STANDARDS N TAILS HEREON. GRADING Ks 3" THM No 3" DGR
DGR
P ONS L ACCOMMODATE MULCH. CONTRACTOR LL DUCKBILL TTOTAL C"M
SUBMIT APL CI OVAL l TO PURCHASE AN UNDISTURBEDNA SOIL P P R E°ua„
IT TO BE 2
PLACEMENT. ULC IS AVAILABLE FROM: TIMES THE OF ROOT BALL
1. UNTANGLE MATTED ROOTS BY LOOSENING AT EDGE UNDISTURBED IL.
OF MOT BXL DO NOT CRACK ROOT
EARTHWORKS
13510 CITRUS U
NOTES:
1. INSTALL GUYS HAND TAUT M
NORCO, CALIFORNIA PREVENT DEFORMATION OF UMBS.
2. WIRES CLAMPED
CRIMPED NOT TWISTED.
PHONE: 1 TOP MEW
TREE GUYING
GENERAL PLANTING NOTES CONTAINER PLANTING 0"mm
W BOX OR LARGER
PIP A N N
A W E ONE HALF OF SPACING �}
UNK LIMIT OF PLANTER AREA REQUIREMENT W E 161 -
r C\
R\ 4w
TOP TIE TO BE AS WW
TOP TIE TO BE PLLAC0D AS POSSIBLE ON THE AD
E F0
THE NK TO ALLOW FOR
POSSIBLEAS LOW AS ON AIMN FOR WIND FLEXING OF TREE. OF TREE WHERE SPECIES GROWTH
BUT TO TSUPPORT HABIT PERMITS.
HE
ND NG OF THETREE,
OF THE H OR ALLOW THE H N
OF TE SPECIESLOSE O �
BUT NOT SO LDW AS M 1r� L`FOQ�®
THE H 2 P. Mme' 24"APART ATT .
TREE NK Y TO 3"
2" DYL LODGE POLE PINE ST E •
2 CINCH TIWITH WOOD PRESERVATIVE 12" MUM
24"AP ATTACH 0 A MIN 8" INTO UNDI STAIN. G 2" Dtk LODGE POLE PINE STAKES
L AND PRIOR TO PLANTING OF TOP OF R0078MI TO WITH WOOD PRESERVATIVE
TREE 2' FINISH G EXTEND A MIN.DISTURBED L D PO STAIN,
TO 8` LODGE
4" Dik PERF. DRAINUNE W MIN.
STAKES
FROG OF CLEAN ORIGINAL GRADE
OUT TO BE HSP RN. E. E UA BERM
APPROVED TREE fN TO Y COMPACTED
BASIN. LOCATED OUTSIDE OF
EEDGE FINISH 2" DESCRIPTION OFREVISION DATE cPrY
OF WALK APPROVED
OF ROOTBALL TO EXTEND 2"
FINISH GRADE %, I F r"% A h A 0'%A I "UCAMONGA
BACKFILI.
WITH CITT U NANUHU UNO ROCKS GMTERTHAN "
MAMEUMM
BALL
• `! IRANCHO SUMMIT p
:..
:::..
1. SHRUBS GROUND CO E PLANTED ATE UAL nPLmr PIT'n
M E3 BE 2 PARKA
SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON THE ROOT BALL
1-4
PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. PLANTING DETAILS &
" DLAL PWHERE2. TD ADJACENT TO WALLS, S, CURBS OR
PIPE TR BU
NECT PERF. PIPr SIMILAR LIMITATIONS, SHRUBS D GROUND COVER GENERAL PLANTING NOTES
p
cSUMPNATE STD. T • PI R D UNDISTURBED SHALL TED T ONE— THEDESIGNATED SPACINGQL
• } SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. MUEHOMMMILWOB
BACKFILLNATIVE n
PLANT Pit BE THE DTH TETHAN s . N .
p
OF O RIALS. NT QUANTITIES INDICATED ON E r DA .HE GRATE T� 1. R
ONLY.LEGEND ARE ESTIMATES
2. STAKES TO BE PLUMB AND PARAUJL CITYI .
. 24953
NOTES: NAM IL UNDISTURBED 3. STAKE TREE PERMDICULARTO PREVAILING WIND.
1. REMOVE NURSERY STAKES 4. FOR TREES LOCATED IN FLAT TO
DESIGNED BY: RECOMMENDED:
PNG �lI2. STAKES TO BE MB&9 P AIL A.THIS L
" _ --------Wow= DAMJ2Z17104
3. STAKE TREE PMMDICU1JAR TO PREVAILING WIND. BCIRM
4. REQUIRES SP I S�SION FOR USE. on MOM
DRAWN BY: 150 aularino Ave.,APT SHEET
Suite 160, L-1 0 OF
Costa ,
DOUBLE' STAKED TREE IN GRATED SHRUB AND GROUNDCOVER C"yomm C DOUBLE STAKED TREE- cmemm CHECKED BY: DRAWING NO.
-� Associates California 92626
------------------ rl TREE LRadreape Architecture
714 434-9803 714 434-9109 FAX 67'0*20q.3
MM�
CITY OF RANCHO CUCAMONGA 5. On or before the date of the final field observation, the Controctor shall deliver 7. All PVC pipe must bear the following markings:
IRRIGATION SPECIFICATIONS the corrected and completed sepias to the City of Rancho Cucamonga. a. Manufacturer's name
PRESSM CAMLATM -6&-fa-11 I
Delivery of the sepias will not relieve the Contractor of the responsibility b. Nominal pipe size
SPRINKLER IRRIGATION SPECIFICATIONS of furnishing required information that may be omitted from the prints. c. Schedule or class WATER METER# STA. 0+94.45 SIZE 3"
PART 1 - LC. Controller Pressure rating in P.S.I. ELEVATION 1501'
C. Controller Charts: STATIC PRESSURE HIGH 67.98 psi LOW 50 psi,
- -
e. NSF (National Sanitation Foundation) approval SOURCE OF INFORMATION RUSSEL !LVA
1. As-builts drawings shall be approved by the City of Rancho Cut,,.amonga before controller charts (909) 483-7448
1.01 DESCRIPTION f. Date of extrusion PHONE NUMBER
padDATE OF INFORMATION JAN. 24._2003
All fittinhall ear the anufac
A. Scope of Worare repre .
k: Provide all labor, materials, transportation, and services necessary to turer's name or trademark, material designation, size,
8gs sbm
furnish and install the Irrigation System as shown on the Drawin .gs and described herein. 2. Provide one controller chart for each controller sequence. applicable I.P.S. schedule and NSF seal of approval. H.G.L.MEAN ELEVATION 1658' (L9WERJ {REQUIRED IF STATIC
PRESSURE UNKNOWN)
1501' (LOWER)
B. Standards: All work and materials shall comply with governing codes, safety orders, 3. The chart shall show the area controlled by the automatic con,roller and shall be the maximum WATER METER ELEVATIQN
C. PVC Non-Pressure Lateral Line Piping:
157' X .4-33 67.98 PSI
standards, and regulations, and meet the minimum requirements of the Standard size which the controller door will allow. -weld 'oints 3"
Specifications For Public Works Construction (Green Book) latest edition. 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent SIZE
4. The chart is to be a reduced drawing of the actual installed s�,,�stem. However, in the event the when installed in planting areas.
F-8
controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that REMOTE CONTROL VALVE# E-6 REMOTE CONTROL VALVE#
1.02 QUALITY ASSURANCE & REQUIREMENTS 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with 218 MAXIMUM DEMAND 218 G.P.M.
will be readable when reduced. MAXIMUM DEMAND -G.P.M.
solvent welded oints. 1503
A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and ELEVATION OF HIGHEST HEAD 1524' ELEVATION OF HIGHEST HEAD
all observations as required. 5. The chart shall be a black line or blueline oz lid print and a different color shall be used to
3. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC compound conforming to ASTM P.S.I.LOSS QTY. SIZE ITEM -P.S.I.LOSS
indicate the area of coverage for each station. QTY.
resin specification D1784. All pipe must meet requirements set forth in Federal Specification SIZE ITEM -
ufacturer's Directions: Manufacturer's directions and detailed drawings shall 3" WATER METER
B. Man appropriate standard dimension ratio. 3" WATER METER -ji-p-si -
1,,-ealed between two pieces of PS-22-70 with an appropria
6. When completed and approved, the chart shall be hermeticall
b 11 psi
e followed in all cases where the manufacturers of articles used in this Contract furnish y 4" . R.P.BACKFLOW DEVICE 12 psi 4 R.P.BACKFLOW DEVICE 12 psi
plastic, each piece being a minimum 20 mills. 3.5 i 2.5" PRESS.REG.(FALL-OFF)
directions covering points not shown in the Drawings and Specifications. 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements for 2.5" PRESS.REG.(FALL-OFF)
1 psi
1 psi 2" FLOW METER
-weld pressure
non-pressure lateral line pipe and fittings shall be the same as for solvent -_g:- FLOW METER
I rvation of the 1.0 psi
C. Ordinances •and Regulations: All local, municipal and state laws, and rules and 7. These charts shall be completed and approved prior to the f ncl field obse • 1 psi 2" MASTER VALVE
main line pipe and fittings as set forth in •section •2.0113 of the Specifications. 2"- MASTER VALVE -
1 psi
regulations governing or relating to any portion of this work are hereby incorporated into irrigation system. 1 gK GATE VALVE(S) 1 psi I GATE VALVE(S)
7.74 psi
and made a part of these Specifications, and their provisions shall be carried out by the D. Brass Pipe and Fittings: 210 _I.K MAIN LINE 2.98 psi 545' MAIN LINE
D. Operation and Maintenance Manuals: 7 MAIN LINE 0.07 psi
60 4" MAIN LINE 0.07 35 4"
ese Specifications shall not be construed to conflict
Contractor. Anything contained in th 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal 3.36 psi 2" R.C.V.ASSEMBLY -3.78 psi
with any of the above rules, regulations, or requirements of the same. However, when 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to 2" R.C.V.ASSEMBLY
• Specification #WW-P-351.
11 for or describe materials, workmanship, or completion of construction, two hard-cover, three ring binders coritaining the following information:
these Specifications and Drawings ca .22 32' _.46_psi
39' LATERAL LINE LOSS
construction of a better quality, higher standard, or larger size than is required by the 2. Fittings shall be red brass conforming to Federal Specification #WW-P-460. - LATERAL LINE LOSS .86 psi
a. Index sheet which states Contractor's name, address, and telephone number, and which 39' LATERAL LINE LOSS 32' LATERAL LINE LOSS
above rules and regulations, the provisions of these Specifications and Drawings shall 1.35 psi 27' .56_ksl
39' 4
lists each installed equipment and material item including names ond addresses of manufactures . -f- LATERAL LINE LOSS LATERAL LINE LOSS
E. Copper Pipe and Fittings: 39 V .81 psi 25' _1" LATERAL LINE LOSS .81
take precedence. local representatives. - 1" LATERAL LINE LOSS L_ 1.16 psi
• b. Catalog and parts sheets on every material and equipment item installed under this Contract. 1. Pipe: Type K, hard tempered. 39 9 1" LATERAL LINE LOSS 1.26 psi 60, -1%" LATERAL LINE LOSS
D. Explanation of Drawings: 0 39 0 1" LATERAL LINE LOSS .65 psi
1. Due to the Scale of the Drawings, it is not possible to indi•cate all offsets, fitting, c. Guarantee statement. 2. Fittings: wrought copper, solder joint type. 39 P. _111 LATERAL LINE LOSS .79 Psi
d. Complete operating and maintenance instructions on all major ,��quipment. 15' .36._ si
sleeves, etc., which may be required. The Contractor shall carefully investigate the •
3 Joints shall be soldered with silver solder, 45 % silver, 15% copper,7.1 rZinc, 24% cadmium, -IYC- LATERAL LINE LOSS 1.33 psi
structural and finished conditions affecting all of his work and plan his work accordingly, 2. In addition to the above mentioned maintenance manuals, provide the City's maintenance personnel soli us at 1125" F, and liquidus at 1145* F. 70' LATERAL LINE LOSS
City 5.29 psi
furnished such fittings, etc., as may be required to meet such conditions. Drawings are with instructions for major equipment and show evidence in writing to the Cit of Rancho Cucamonga
FITTING LOSS 110%) 4.83 Psi FITTING LOSS(10%)
iagrammatic
and indicative of the work to be installed. The work shall be at the conclusion of the project that this service has been rendered.
generally di F. GateValves: +23' ELEVATION CHANGE ,96D3i +2' ELEVATION CHANGE 1+/-1 .87_Rsi
installed in such a manner as to avoid conflicts between the irrigation system, planting E. Equipment to be Furnished: 1. all Valves (11 " and smaller)
55.46 psi 48.30 psi
and architectural features. • TOTAL SYSTEM LOSSES:
TOTAL SYSTEM LOSSES-
nds .and shall be equipped -1
50.00 ps,
a. Ball valves shall be a 125 lb SWP bronze valve with threaded e
1. Supply as a part of this contract the following tools: *th a stainless steel handle. PRESSURE TO OPERATE HEAD: 50.00 psi PRESSURE TO OPERATE HEAD:
2. All work called for on the Drawings by notes or details such be furnished and installed wi
e of 105.46 s
whether or not specifically mentioned in the specifications. a. Two (2) sets of special tools required for removing, disassembling and adjusting each typ - 585-70-66 or approved equal. TOTAL PRESSURE REQUIRED- p i TOTAL PRESSURE REQUIRED: 91.30 k9i
b. Ball valves shall be Nibco T 50
•
sprinkler and valve supplied on this project. LOWEST STATIC PRESSURE AVAILABLE: LOWEST STATIC PRESSURE AVAILABLE. 50Psi
__
3. The Contractor shall not willfully install the irrigation system as shown on the Drawings c® All all valves shall be installed per detail. PRE-SET REGULATED PRESSURE(IF REQUIRED): PRE-SET REGULATED PRESSURE OF REQUIRED):
b. Two (2) four-foot valve keys for operation of at valves.
when it is obvious in the field that obstructions, grade differences, or discrepancies in area 2. Resilient Wedge Gate Valve (2" and larger) BOOSTER PUMP: BOOSTER PUMP: 84_psi
c. Two (2) keys for each automatic controller. 25.74 psi 32.90 psi
dimensions exist that might not have been considered in engineering. Such obstructions or RESIDUAL WATER PRESSURE- RESIDUAL WATER PRESSURE:
20
differences should be brought to the attention of the City of Rancho Cucamonga. In the d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. CITY REQUIRED RESIDUAL WATER PRESSURE: _psi- CITY REQUIRED RESIDUAL WATER PRESSURE: 20 R.S�i
• all •assume full responsibility for each type of quick coupling valve installed. b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts or approved equal.
event thi•s notification is not performed, the Contractor sh
0 . conclusion oft project. Before c. All Resilient Wedge Gate valves shall be installed per detail.
any revision necessary. 2. The above mentioned equipment shall be turned over to the City at the
final observation can occur, evidence that the City has received material must be shown to the City of
1.03 SUBMITTALS
ancho Cucamonga. G. Quick Coupling Valves:
R
A. Material list: 1. Quick coupling valves shall have a brass, two-piece body designed for working pressure of 150 P.S.I.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
• 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as
1. The Contractor shall furnish the articles, equipment, materials, or processes specified by en A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading, unloading,
name in the Drawings and Specifications. No substitution will be allowed without prior written and storing PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe shown on the Drawings. CIN
al by the City of Rancho Cucamonga.
approv
to lie flat so as not to subject it to under bending or a conc0entrated external load at any point. Any section •H. Backflow Prevention Units:
2. Complete material list shall be submitted prior to performing any work. Material list shall of pipe that has been dented or damaged will be discarded, (-end if installed, shall be replaced with new piping.
1. Backflow prevention unit shall be of size and type indicated on the irrigaton drawings. Install 14%
include the manufacturer, model number, and description of all materials and equipment to be 1.05 SUBSTITUTIONS backflow prevention units in accordance with the Drawings.
used. Although manufacturer and other information may be different, the following is a guide
tris listed on the
to proper submittal format: A. If the Contractor wishes to substitute any equipment or materias for the equipment or ma 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh monel
formation to the City of Rancho Cucamonga
Drawings and Specifications, he may do so by providing the following in screen shall be similar to Bailey #100B or approved equal.
Item No. DescdpLtjon Manufa-cturer Model No.
-Y-BV for approval: 3. All pressure main line piping between the point of connection and the backflow preventer shall be
1 Backflow Prevent er Febco 825 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for 0
Inst as •required by local code. The Contractor shall verify with the local governing body as to
2 Automatic Controller Calsense
ETI --24 -DR each it to be submitt
uperior 3100 V
ed. material type and Installation procedures prior to start of construction. Submit shop drawing for approval.
3 Master Valve SRC
4 Etc. Etc, Etc. 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be substituted. 1. Check Valves:
M IS (3p
Irrigation submittal must be specific and complete. All items must by listed and should include3. ProVide the amount of cost savings If the substituted ite proved. any submittal it 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable
B. The City of Rancho Cucamonga shall have the sole respon.sibility in accepting or rejecting
solvent, primer, wire, connectors, valve, boxes, etc. No copies of manufacturer's literature
aan approvequal tot irat and materiallista n the ris nSpecifications. composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V--51D, Class A,
s ed he equpmes d oDawngad
(catalog cuts) are required as submittal information. 1. Type I V.
06 GUARANTEE
he
3. Equipment or materials installed or furnished without prior approvaI of tCity of Rancho
A. The guarantee for the irrigation system shall be made in accordance with the attached form. The General 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet.
Cucamonga may be rejected and the Contractor may be required to remove such materials
or to acceptance Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against
Conditions and Supplementary Conditions of these Specifications shall be filed with the City pri
from the site at his own expense. "ADV" or approved
of the irrigation system. drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Valcon
4. Approval of any item, alternative or substitute indicates only that the product or products B. A copy of the Guarantee form shall be included in the operations and maintenance manual. equal.
apparently meet the requirements of the Drawings and Specifications on the basis of the
ctor's letterhead and shall contain the following J. Control Wiring:
informat•ion orsamples submitted. C. The guarantee form shall be re-typed onto the Contra
5. Manufacturer's warranties shall not relieve the Contractor of his liability under the information: 1. Except as not otherwise, connections between the automatic controllers and the electric control
valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control -wiring installed in control
guarantee. Such warranties shall only supplement the guarantee. GUARANTEE FOR IRRIGATION SYSTEM Pilot wires shall be a different
wire conduit within structure shall be made with AWG-TW solid copper wire.
We hereby guarantee that the irrigation system we have furnished and installed is free from defects in
color wire for each automatic controller. Common wires shall be white with a different color stripe for
B. RECORD DRAWINGS: materials and workmanship, and the work has been completed in accordance with the Drawings and Specifil cations,
each automatic controller. Install in accordance with valve manufacturer's specifications and wire chart.
ts SS/
1. The Contractor shall provide and keep up-to-date a complete record set of blueline ordinary wear and tear, unusual abuse, or neglect excepted. We (,Igree to repair or replace any defec in In no case shall wire size be less than #14.
ozalld prints which shall be corrected daily, showing every change from the original material or workmanship which may develop during 4 the period of one year from date of acceptance and also to
PICcing of such defects at no additional costs
e resulting from the 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or
Drawings and Specifi•cati•ons and •the exact installed locations, sizes, and kinds of equipment. repair or replace any damag repairing or re
to the City. We shall make such repairs or replacements within a reasonable time, as determined by the City, lateral lines wherever possible. E 16160
Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost.
Old
receipt of written notice. In the event of our failure to make such repairs or replacements within a
This set of drawings shall be kept on the site and shall be used only as a record set. after ne (1) wire 'is placed in a trench, the wiring shall be taped together at intervals of
3. Where more than o
notice from the City, we outhorize the City to proceed to have said Z
reasonable time after receipt of written no IF
eCT
the record drawing progress e costs and c n (1 5) feet.
ions on
2. The Contractor shall make neat and legible notations repairs or replacements made at our expense and we will pay th char therefore upon demand. fiftee U
C
sheets daily as the work proceeds, showing the work as actually installed. For example,
4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall
installed in a location that does not match the plan, the
should a piece of equipment be ins PROJECT: PARK RANCHO SUMMIT - TRACT 14759
be of sufficient length. at each splice connection at each electric control valve, so that in case of repair, IN"
Contractor must indicate that equipment has been relocated in a graphic manner so as LOCATION: CORNER OF SANTA YNEZ PLACE AND OAKLEAF WAY 12-31
the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall
to match the original symbols as indicated in the irrigation legend. The relocated equipment be laid loosely in trench without stress or stretching wire conductors.
and dimensions will then be transferred to the original record drawing plan at the proper time. SIGNED: L
ADDRESSED. 5. All splices shall be made with Scotch-Lok #3576 Connector alis Packs,
3. Before the date of the final observation, the Contractor shall transfer all information PHONE: DATE OF ACCEPTANCE: RaInbird Snap-Tile wire connectors., or approved equal.
from the "record drawing" •prints to a sepia mylar or similar mylar material. Arrangements Make only one splice with each connector sealing pack.
cit for obtaining said sepia mylar or similar mylar material. PART 2 -- PRODUCTS
II be made through the ci
All work shall be in waterproof India ink and applied to tar by a technical pen made 2.01 MATERIALS 6. Field splices between the automatic controller and electric control valves will not be
expressly for use on mylar material. Such pen shall be similar to those manufactured by allowed without prior approval of the City of Rancho Cucamonga.
Rapidograph, Kueffel & Esser, or Faber Castell. The dimensions shall be made as to be A. General: Use onl new materials of brands and types noted on drawings, specified herein, or CITY
y DESCRIPTION OF REVISION DATE
APPROVED
easily readable even on the final controller chart (see Section C). The original mylar approved equals.
A
City of Rancho Cucamonga for approval prior
record drawing" plan shall be suitt
bmed to the C B. PVC Pressure Main Line Pipe and Fittings:
CITY OF RANCHO CUCAMONGA
to the completion of the controller chart.
1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315
4. The Contractor shall dimension from two (2) permanent points of reference, such as
e 1, PVC compound conforming RANCHO SUMMIT - PARK A
2. Class 315 pipe shall be made from an NSF approved Type 1, (')'ard
building corners, sidewalk edges, road intersections, etc., the location of the following items:
to ASTM resin specification D1784. All pipe must meet requirements as set forth in Federal
a. Connection to existing water lines.
Specification PS-22-70, with an appropriate standard dimension 1"S.D.R.) (Solvent-weld Pipe).
IRRIGATION SPECIFICATIONS
b. Connection to existing electrical power.
c. ate valves.
3. Pressure main line piping for sizes 1-1/2 and smaller shall ba PVC Schedule 40 with solvent
G
PULTEHOMMADELWMB
0
d. Routing of sprinkler pressure lines (dimension max. 100' along routing). welded joints.
e. Sprinkler control valves. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound conforming
Approved By
splice boxes.
f.
out of control wiring and locations of all to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal
CITY ENGINEER
g. Quick coupling valves.
Specification PS-21-70. DESIGNED BY. DED:
h. Stub-outs for future connections. DATE;
4 0 11-1 NSF approved conforming to ASTM test -MMSOM IZ7
Other related equipment as directed by the City of Rancho Cucamonga. 5. PVC solvent-weld fittings shall be Schedule 41 BCIRM ............ K oft,
p 1 17
rocedure D2466. DRAWN BY: 150 Paularino Ave., SHEET
. Solvent cement
and primer for PVC solvent-weld pipe abd fittings shall be oftype and APT Suite 160, OF
6
installation methods prescribed by the manufacturer. CHECKED BY. Costa Mesa, DRAWING NO.
A s s o c 1 a t e s California 92626
6C
Landscape Architecture -UM-434-9803 (714)434-a109FAX
ITV OF RANCHO CUCAMONGA . INSTALLA11ON
3.05 EXISTINGVALVE C- a-s
IRRIGA11ON SPECIFICATIONSA. Trenching: "
cantina here it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible WATER METER A. 0+94.45 SIZE 3
"" 1. Dig trenches straight and support. pipe continuously on atom o trench. Lay pipe ELEVATION 1501'
to n even rade. Trenching excavation shall fano layout indicated on the Drawings and care to avoid injury to trees and tree roots. Excavation in areas r two (2} inch and larger STATIC PRESSURE HIGH 67.98 si Low 50 psi
K. Automatic Controller: s noted. root occur II e done hand. All roots two ( ) inch a larger in iometer, except directly SOURCE OF INFORMATION UL SILVA
® . • , , in t path `f pipe r conduit, shall tunneled under and Shall heavily rape with. burls t DATPHONENU ER (90 4 3 74
1. Automatic controller(s) shall b of size and t shown on t Drawin Provide for minimum of twenty-four (24) inches cover for all irrigation lines Installed prevent sc rri or excessive drying. re a iti chin i run closeto trees having roots DATE OF INFORMATION . 242003
under paving or hat sca in . 165 ' (L )
2. Final location of automatic controllers shat{ e approved by the City of Rancho Cucamonga. smaller r t ( } inches in diameter, the wall of t trench adjacent t to the Ire shall hand H.G.L.MEAN ELEVATION (REQUIRED IF STATIC
( }
• • Providefor minimum oftwenty-four } inch cover for all pressure supply lin f Ir' kin clean Cuts through.
Roots o (1 inch larger indiameter ll int PRESSURE UNKNOWN)
WATER METER ELEVATION 1501' L )
. Unless otherwisenoted t Drawings, 1volt electrical pr to each three (3} Inches or larger in diameter.r. 't o coats of Tree al r equal. Trenches adjacent to tree shouldclosed within 157p .433 67.9 S
i
controller location is to b furnished others. The final electrical hook-upshall e the twenty-four 4) hours, n whet thisis not possible, the sideoft trench adjacent o t r SIZE 3"
responsibility f t Contractor. . Provide for a minimum of eighteen (1 inches cover for all pressure { lines of two
and one half 21 " inches or smaller hall shaded with burlap or canvas.
( REMOTE CONTROL VALVE C- REMOTE CONTROL VALVE --
L. Electric Control Valves: rovide fora ini u Of tw lv (12} inch far Il non- pr ssur lin
, MAXIMUM DEMAND 21 G.P.M. MAXIMUM DEMAND 218G.P.M.
1. II electric Control valves shall the same sizean t shown on theDrawings. FIELD3.06 l L ELEVATION OF HIGHEST EQ 1 4' ELEVATION OF HIGHEST HEA 1 4'
6. Provide fora minimum cover of eighteen (1 } inches for all control wiring.
2. All electric control valves Shall have a manual flow adjustment. Adjustment of theSystem: QTY. SIZE ITEM P.S.I.LOSS QTY. SIZE ITEM P.S.I.LOSS
. Refer to CityStandard1 "Trench pair" n )thin Cit streets susceptible to traffic � y °
. Provide and Install one control valve ox for each electric Control valve. leads. " WATER METER 11 psi WATER METER 11 psi
1. h Contractor shall flush and a jest all sprinkler heads far opts u rfarmance and to R.P.BACKFLOW DEVICE 1 psi 4" R.P. ACKFLO DEVICE 12 si
• • prevent overspray Onto walks, roadways, and buildings as much a possible. 2.5" PRESS.REG.(FALL-OFF) 4 si 2. " PRESS.REG.(FALL-OFF} 2.5 psi
M. Control Valve Boxes. B. Backfilling:
FLOW METER 1 psi 2" FLOW METER 1 psi
1. Use 10" x 10-3/4" round box for all at valves. Carson Industries 10--12 it 1. The trenches shall not backfilled until all required test�3 are performed. Trenches shall . If i is determined that adjustments i the irrigation equipment ill provide proper and more 2 MASTER VALVE p 2; MASTER VALVE
. . " 1 psi 1.0 psi
green bolt--down cover or approvedequal. Extension sleeve shall e PVC with minimum b careful! backfill it the excavate terils approve for backfilli , onsitin o earth, u coverage, the Contractor shall ak such a jutmnts prior l ti . Adjustments 1 2' " GATE VALVE(S) 1 psi 1 11K- GATE VALVE(S} 1 psi
size of six inches. sand clay, r other approved materials, free from lar clods o earth or stones. ` ' ' " 5. Psi 812' 2' � MAIN LINE 11..15 Psi
( } loam, y y, also Include changes nozzle sizes and degrees sof arc s required. 12 2 MAINLINE
P • g n s i t equal toadjacent 5' 4" MAIN LINE 0.15 psi 3 ' 4" MAIN LINE 0.15 psi
Backfill shall mechanically compacted in landscaped area o a dry y
. Use 9-1/2" x 16" x 11" rectangular o for all electric control valves. Carsonundisturbedsoil in plantingareas. Backfill ill conform to pfd j c nt r without dips, nen . Lowering rail sprinkler by theContractor ll accomplished within ten (10) days 2" R.C.V.ASSEMBLY 3.66 psi R.c.V.ASSEMBLY .5 psi
Industries 1419-12B it ren bolt-down cover or approved equal. are , humps or other surface irregularities. after notification by the City.
plastic coupling 1250 -!L- LATERAL LINE LOSS ® "� L TRA11 si
. diameter ® / erun v lyoxor II quick COU Its y Iv . 0 11 " LATE L LINE LOSS .7 0' LATERAL LINE LOSS _.39 psi
"
~ LOSS
1 11 s.iCran Industries -1 with green flex-lock cover Orapprovedal. fin granular material ckfill ill initially placed on all lin . foreign matter larger ` Ii sprinkler shall set perpendicular to fin) r I otherwise designated 10 ' „ LATERAL LINE LOSS 0.09psi ' 1 LATERAL LINE LOSS
1.42 si110' 1' LATERAL LINE LOSSt n one-half if ( ) inc in size ill permitted i t iitc;l backfill. onth Tewin S.
. Use 9-1/2 x 16" x 11" rectangular box for all electric control valves installed within
on-grade landscaped ar s. Carson Industries # 1419-12B it ren bolt-down cover
4. 3
Flooding Of trenches ill permitted only i approval of t City o Rancho Cucamonga. Rain Bird si FITTING LOSS(10f) 5.29 psi
orapprovedequal. operates e • pressure. -7' ELEVATION CHANGE W-1
®3.03ps1
_ --7ELEVATION CHANGE C+!-} --3.03 psi,
Use 10" x 10-1/4" roan x for all quick coupling valves install )thin on--structure 4. If settlement occur n subsequent adjustments in pipe, valves, sprinkler heads, lawn,
5. • • • • ' ' o Irrigation System: TOTAL SYSTEM LOSSES: 40.04 psi TOTAL SYSTEM LOSSES: 44.47 psi
landscaped areas. Carson Industries No. 10-12 with green bolt-down cover or approved equal, planting, or other construction are necessary, Contractor° shall all r uire Testis f y
adjustments without Cost to the City. 1.` Contractor shall request thepresenceof theCity of Rancho Cucamonga in writingat PRESSURE TO OPERATE HEAD: 50.Oo psi PRESSURE TO OPERATE HEAD: 50.00 psi
N. Sprinkler Heads: Y
® least hours in advanC of testing. TOTAL PRESSURE REQUIRED: 90.04 psi TOTAL PRESSURE REQUIRED: 94.47 psi
C. Trenching and Backfill Under avin
LOWEST STATIC PRESSURE AVAILABLE:
5 Psi LOWEST STATIC PRESSURE AVAILABLE: 50 p±
1. All sprinkler heads shall be of the same size, type, and deliver the same rate Of precipitation 1. Trenches located under areas her paving, asphaltic c gr t , or concrete will be install . Test all pressure lines under hydrostatic pressure of 1 0 pounds square inch and
PRE-SET REGULATED PRESSURE(iF REQUIRED): PRE-SET REGULATED PRESSURE(iF REQUIRED):
•
'. • • 77 Pit the diameter (or radius) f throw, pressure, adischargea shown o t Drawings and/or BOOSTER PUMP: BOOSTER PUMP:
shall backfilledit n ( layer four ( ) inches to h i } ncesave r . RESIDUAL WATER PRESSURE: •46 Psi RESIDUAL WATER PRESSURE: 36.03 psi
ecifie .n thesespecial rov. ion ' the pipe) and compacted In layers to 5 a compaction, u iimanual or mechanical tamping snit • 2per 20 psi
Trenches far piping shall c ct to I t c , i f the adjacent Note: Testing o pressure in lines shall occur rior to installation f theelectric control CITY REQUIRED RESIDUAL WATER PRESSURE:
2. Spray heads shall have screw adjustment.
. . ,
undisturbed soil an shall elft in fir unyielding I i c itio . II r nch s shall b I ft flush valves
. Riser units shall fabricated In accordance with the details shown on the drawings. ith the adjoining r . The Contractor shall set in place, cap and pressuretet all piping under
• 3. All piping under paved areashall be tested under hydrostatic pressure of 150 pounds per
4. paving prior to the pavingark.the riser opening in the sprinkler nipples for all sprinkler heads II the se size as i
o •
square inc provenwatertight prior to paving.
Y
Ing
lI sprinkler s o thesame t hall t s manufacturer. 2. Generally, piping under xis ) walks i o jacking,, saror hydraulic lic rivin t
5. in pressure in lines for not less than six ( hours. If leaks develop, replace faints
where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and and repeat test until entire system is proven watertight.
0. Sleeving: replaced the Contractor as a part of the Contract cast. Permission to cut or break
sidewalks and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the
anline lateral lines r Control wiring shall be Sleevingunder harsca r pavedareas for i
driving ill permitted under concrete paving.
Schedule 0P.V.C. or approved equal. it Of Rancho Cucamonga. N pipe shelf backfilled until it been observed, tested, and
Refer to Cit Standard 1 "Trench Repair" when )thin City streets susceptible to traffic loo a Prov in Titin .
'
ell
P. Vandal Resistant Controller Enclosure: Y
1. Controller enclosure shall o sizeand shown on the Irrigation Drawings and Irrigation D. Assemblies: . Furnish n ry forc u pan all t r t t ui n .
Detail sheet. tall lines n t irrigation s is completed,® , rfor caner test thepresence of the
1. Routingosprinkler irrigation lines as indicatedn t Drawings is diagrammatic. Ins
2. A backboard shall be secured to the controller enclosure housing to provide a base for
. • City of Rancho Cucamonga t determine if t water coverage for planting area is complete
v r �usepinadequacies
Furnish1{ materials performall work required t correct n
mounting the automatic sprinkler controller and terminal stri .
coverage u deviations from the or where h t has been )!!fully installed
. Install 0 multiple IIs i plastic lines. rovi cc assembly it it own outlet.
as indicated on the Drawingswhen it is obviously inadequate, without bringingthis to the attention
117 volt duplex box shall be providedit n On/Off switch, and a 117 volt receptacle. Metai
' t
City f Rancho Cucamonga. This test hall b accomplished . fore any r cover
conduit shall run from the 117voltsupplyto t housin . {I )thin housing . Inst II 1{ cif) r i iit ti., s tin til. I absenceof til I IntiIo complete work, performsuch work
hall e properly phased. drawings orSpecificationsper a
in accordance with best standard practiceit ri r rov :]! of Cityof Rancho Cucamonga.
• indicating Dint of connection of all . Upon completion of c se o work, nit t Il tested jut to meet
terminal stri hall provided, clearly t ror
ro riot wiring station valves, aster valve, common, central control}. pipe a fittin Il thoroughly cleaned of dirt, dust, n moisture fore installation.
appit requirements.
Installation and solvent welding methods shall be as recommended by the I and fitting auf r r.
3.07 MAINTENANCE
Q. Miscellaneous Irrigation Equipment:
PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape
irrigation
, ,
• • ant. or roved equal, shall used on all thread PVC t C, n all threaded PVC metal joints. A. The entireirri ati n •systemshall r full automatic operation for a period o seven (7}
1. Refer to the Irrigation Plans for sizes and types f miscellaneous irrigation ion equips prior to any planting.
Light wrench pressure is all that is required. Where threaded PVC connections are required, use
All miscellaneous irrigation ui ent shall s specified r approved equal. threaded Cadaptersinto which the i solvent welded.
. City of Rancho Cucamonga reserves the right to waive or shorten the operation period.
PART 3 - TI . LinClearance: CLEAN-UP3.08
1. All lin ll h minimum clearance six ( ) inches from each other and twelve (12 inches
® 1 I I Clean-up shall be made as each portion of work progresses. Refusen xcess dirt shall
from {ins of other trades, with the exception of the control wire sleeve(s) which shall be installed removed from the site, all walks and pavingshall be bloomed or washed down, and any damage
fyIsiadjacent pressure lin . ort I line II t installed directly an anothA. er.scaled dimensions rapproximate. Th Contractor hall check and verisustained the work of others shall be repaired to its original condition.
i erasion n receive a royal from t City of Rancho Cucamonga prior to proceeding
*th work under thiscti n. F. AutomaticController Assembly. I IPRIOR
. . . . . p . a Contractor shall rate each systemin it entirety for t City f Rancho Cucamonga
B. Exercise extra care i excavating and orlon near existing utilities. T Contractor
Install per manufacturer's instructions. of control valves shall connected t controller
rdamages t utilities which are caused b his operations or neglect. in numerical sequence as shown on theDrawings. at l of final observation. Any it s deemed not ccepbl th City of ancho Cucamonga 1
shall be responsible oshall b reworked to the co l to satisfaction of the City Of Rancho Cucamonga.
Check existing utilities drawings for existing utility locations.
G. High Voltage Wiringfor Automatic Controller:
ate installation of sprinkler materials including pipe, o there shall no . The Contractor shall show evident to .the City of Rancho Cucamonga that the it has received
C. Coarin all accessories, charts, record rawin s, and equipment as required for final site observation
interference with utilities or other construction or difficulty in planting trees, shrubs, 1. 120 volt power connection to the automatic controller Shell be providedthe Contractor.
can occur. L
an ground Goners.
2. All electrical work shall conform to local c , r inane,s, and unionauthorities having jurisdiction. y
re
,
'1 SITE OBSERVATION SCHEDULE
D. T Contractor shall carefully checkall roes to satisfy himself if t oY safely iH. of Control Valves: A.
Contractor shall responsible for notifying t i of c Cucamongain vane for fore trti ark o t *Irrigation �a
the followingobservation meetings, according to the timeindicated-.
3.02 PREPARATION 1. install where shown on the Drawings. Where groupedto TM:th r, allow at least twelve (1 2) inches
1Pre-Job - 7 days
betweenadjacent valveboxes. Install remote control ialy i separate valve box. .
A. Physical layout.
I. Flushing of System: Pressure supply line installation -- 24 hours
1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing andI
location of sprinkler heads. 1. After all new sprinkler i lines and risers r in place ond connected, all necessary diversion 3. Lateral line ands rinkler installation - 24 hour
Rancho Cucamonga ork has n completed, and prior to installation of rink{ r "Y
. All layout shall approved t CityAutomatic controller -- hours DESCRIPTION OF REVISION DATE
Yheads, t contra{ valves shall opened and full water used to flush out t system.m. APPROVED
prior to installation. .0 #--. L A Ok ,"% F RANCHU CUCAM ING'%A
Supply: accomplished ` has been . Control it installation - 4 hours
CITY u
B. Water 2. Sprinkler hes shat{ be installed only after flushing of the cyst
acco lisp to complete satisfaction of the city of Rancho Cucamonga. -
.
Pressure supply lin lateral lin testis ours RANCHO SUMMIT - PARK A
1. The irrigation system shall be connected to water supply int( ) of connection as indicated
J. SPRINKLER
n the Drawin s. . Coverage test - 48 hours
1. Install the sprinkler system s as designated on the Drawings. Sprinkler heads to be
. Connections shall be made at the approximate location(S) shown on the Drawings. The installed in this work shall be equivalent in all respects to those itemized. 8. Final observation - 7 days
Contractor is responsible for minor changes caused by actual site conditions.
When observations have been conducted other than the Cit f Rancho Cucamonga,
. Spacingo a shall not exceed the maximum indicate on tDrawings. In noY
evidence titin of h and who these observations r a
hall t spacing the maximum `)v the manufacturer. Approved
C. Electrical Supply: case
'c controllers shall a made o electrical l
C. o site observation's ill commence without "As-Built" r cardrawings.
1. Electrical connections for any and all automatic . DESIGNED BY: . ' t ! RECOMMENDED:
Dint of connection as indicated n theDrawings. Contractor shall not call for site visit without "As-Built" recordBCIRhf
p C
Kov,
The Cit reserves the right to oke temporary repairs as c,:cessar to keep the s in l r system without Fcompleting previously noted corrections, r without preparing th yet for -
Y said visit.
ui ment in operating condition. The excercise of this right; by the City shall not relieve the DRAWN BY: SHEET
15o Paularina Ave.,
2. Connections shall be made at the approximate location(s) shown on the Drawings. The eq
, Con tactor of his r ponibilits under the terms of the ucirtee herein specified. T quite 160,
Contractor is responsible for minor changes cause b actual site conditions.
CHECKED BY: Costa Mesa' DRAWING Na.
BC Ass o c i a t e s Califomia 92626
-M4)434-9803 (7f4)-434-9109 FAX
tandscrpe Architecture
r
1. Plant trees that are to be located in lawn or ground cover areas after finish gradesarefirst B. Ammonium Sulfate: Granular form containing not less than 1 nitrogen and 24% sulfur
I C . Installation: established and allow at least 7 calendar a s prior to installation of said lawns ar Braun cover and shall be registered as an agricultural miner, with the State Department of Agriculture
PLANTINGSPECIFICATIONS Detailed layout of plants within the iantin areas shall b salaamed y Contractor and • in compliance with Article — Fertilizer Materials, Section 1030 o the Agricultural Code.
approved by the Landscape rchitec and ity prier to planting. to provide for thorough watering of trees. Il planting holes shall be excavated as defined on P
appropriate details.
PART 1 GENERALSoil excavated from planting holes shall be amended to backfill around ti-es and shrubs
7.03 General-
1.01 Scope of Work- usinq the following ixture: S4.03 Soil : Maintenance shall start immediately aft r landscape irrigation and planting.
oil amendments iI be as recommended in the Agronomic soils report.
Maintain
all plants and plantedareas on a continuous basis s
they areinstalled during
n idiameterContractor shall provideallmaterials, labor n equipment incidental t n necessary Native, On- it oil with rock no greater thathe progress of the work, and continue to maintain them until final acceptance of total
for completing all work, as indicated on the drawings, as reasonably implied, or as Gro Power Plus, � ®1 1 I s/c project.ct. lacany or dyingplants directed y t Landscape Architect and
delineated in the Specifications as fallow r t .
Iron Sulfate 2 lbs/cy See tree staking detail on plans for further
City representative.rasaesa .
-
1.02 Standar information.
All work and materials shall comply with governingcodes, safety orders' standards, and (To be used for bidding purposes only, verify i Agronomic oils Test.} . Irri anon: perste irri anon s t n li ro r to aintain all plants
P • —off shall e kept o
fanted areas i healthy condition. Irrigation system run
r Matins, n t the minimum requirements of the Standard Specifications For a
pment
r- minimum. Damage e to irrigation system resulting from and i
uic arks Construction ( teen Book)} latest edition. After construct ° earthen to form sin around each lent, t allow
st to the City.intenance personnel, shall restored to its original condition t co
thorough water-•n and establishment. 1
1. QualityAssurance: Provide allmaterials equipment n performall work necessary for a incidental to Failure of any part of the irrigation system shall be brought to t attention o the City.
A. All Contractors performing Site Development work, us be licensed i accordance Prior to installation of turf n roup cover, remove ter sin fromaroundtreesshrubs. installingall roan cover anbedding tants, shown lens, s reasonably implied, o repairs other than emergency repairs shall accomplished without written permission
with the Paws of the State f California. ers in turf areas t b r ov rior t Cit acce tat .
Y or elin at i h specifications. from the City.
B. Contractor shall provide the Landscape Architect and the City with a list of
Keep all planted areas free of s and debrisy cultivatin areas
Subcontractors and Material Suppliers expected to be employed during the course of • in Plants:
Control:
construction. PART 3 — SOIL PREPARATION AND FINISHI ernnislnnnuals: Provide containerro nlents from a recognized nursery,• at intervals not to exceed 10 calendar days. The Contractor may elect to remove such
. 1 c Work: aconcentrations f weeds manually or y n roved herbicide program.and of the cis and variety shown Ins.
C. Contractor shall obtain and keep in force Public Liability and Property Damage
Insurance, during entire course of the Construction Contract, e amount of insurance Provide .all materials and equipment, n performall work necessary `�or and incidental to
° , • .
Pest Control Spray all plants planted area t beginning of maintenance pro r
the soil reparation a finish grading 11 iantin and lawn areas on plans, v ° C. • Y
Cover-
shall term City. reasons implied, r s delis t in the s ciia ions. as become necessary thereafter an approved t of est control, t
yroue over: r• vi roup cover o t species shown n lana. roan cover shall Y Y �P P
established a II root in flat orsimilar containers.
all plants and planted areas r o insects and disease. o shall e reviewed t
he
D. Prior to start of sitedevelopment or , e Contractor shall notify the
. . City prior to any applications, s Control shall includeGopher control.
Landsca Architect an City to iv starting n completion dates. Contractor shall Furnishing, Ice nt and ra In , of soil for backfilling planter i required.
p
5.04 Mulch-
also
:
also sup l the Landscape rchitect and City with the name and telephone number of
Mulch: hall of compacted o chi fiber. D. runin • rune all lata designated and direct b L 'rcit ct at start f
the person i charge of the work. C. Cleaningand finish gradingof planters areas lantin areas.
' i °nt nance program and continue to rune plants as direct r as may become necessary
5.05 Coordination: until the end of the maintenance program.
1.04 Responsi ilioes and Coordination: • il: o not v plants delivered t j site until site conditions are ready for planting.
A. Permits: The Contractor shall obtain and pay for all permits and inspections A. Existing on—site soils listed s 'acceptable' under 'Site Grading' s eci kation. If+ planting is delayed, keep plant roots moist and place in a sheltered location protected E. Remove trash •weekly. a ground cover to keeni suns an tri top growth s,
required by governing authorities for the work to e performed. from t sun, in n other in elements. necessary to achieve and overall even appearance. xtermi at gophers an moles; repair
B. Topsoil imported to site for use as fill, backfill in planters and mounclin , shall a sandy damage.
ExistingB. Conditions: The Contractor shall verify all conditions and dimensions shown textured. Silt plus clay content of this soil shall be n greater than 15% weight. B. oil preparation fin grading shall completed and trees and shrubs installs prior
. • boron content of this .sail shall a no greater than 1 r r million c- easy on to bedding lents and round coverplanting.
on the plans at the site prior o commencement of any work under®this contract. The the saturation extract. The sodium sorption ratio (p ) shall not ext:„ e , illi oos g
Contractor shall verifythe location a depth of all underground utilities prior to start I.
r centimeter at C I order to ensure conformance, les of the imported oil shall •
of work. C. ' i testing laboratory, rov h ro` ct Landscape . I ll t : . , , . . irrigation• P • . •
submitted to an agronomic soils JInt roup cover and in plants i moist soil and space indicated on plans. Maintenance shall start immediately•after landscape irri anon an planting. Maintain iI
Architect for analysis prior to use. Result of testis t a livered t Cit for approval. ' minimize• ' plants an planted areas on a continuous basis as the are installs duringprogress
y 9 Y plant shall b lent it it proportionate amount of soil s as toroot y
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all Soil tet to include analysis and recommendations. istur ant . Soil moisture shall be sucht soil does not crumble hen removing Int the work, and continue to maintain them until final acceptance of total project. Replace
temporary utilities such as water, electrical power and qas as required by him for the from container. any dead or dying plants as directed by the Landscape Architect and City representative.
construction of the project. Temporary services shall Ce coordinated with the City and Regrade planter areas after planting, to restore smooth finish grade and to insure proper
other contractors on the jab site. 3.03 Soil Amendments:
surface drains ” layer o lmaterial• shall be spread over the entire planter . Irrigation:
Operate irrigation
system o an establish program to maintain all In
t
r after r is established. Watering ll beginimmediately aftermulching. (Grading i —runoff abaci t to min'soil amendments shall specified i the Agronomic Mt iliiY/ (:rtilitY soil report shall accommodatet lc ) planted areas in a healthy condition. Irrigation
D. Survey, e er nc Points, and Elevations: The Contractor is responsible for furnished by the Contractor
establishing lishin all surveys, reference rent DintnI elevations r air i , and shown n to irrigation system resulting from aint nanoe and equipment and/or maintenance
. r ons 1, shall erestored t its or .ncl condition cost to t City.
of
lens forPro proper execution o alta construction. any of the a
Protection. e brought to t attention f theCity. ore
airs
04 SoilPreparation: rest temporary fencing or barriers t roti planted areas from damage prior to other than emergency repairs hall a accomplishedwithout rittenpermission from t Cit
y.
E. final acceptance.Contractor is responsible for all temporary traffic barriers and tours
required b him far the construction of t r j ct. All temporary traffic barriers and ®II work on irrigation system shall e e complete and inspected for recommended approval and,
• • • • • • fine grading completed, prior to r t illin and prior to soil amendment work.. . Control. Keep all lant real free of n debrisy cultivatingareasat
detours shall conform to all conditions required by the City or governing authorities. PART 6 — WEED ABATEMENT intervals not to exceed 10 calendar days. The Contractor may elect to remove such
After rough grades have been established, rapers all lawn and plantingareas y tillingr concentrations of weeds manually r an approved herbicide
Defective1.05 Unauthorized Work: cross ripping to a depth of 12". All rock and debris more than " in tris ter shall b removed c Work: ,
. , inspection
. . . . . . • Pest Control. Spray all plants n {anted areas t beginningof maintenance togas an
All work which is determined ins ctio tdefectivein its construction or deficient from the site, except for areas that r to e sodded, in which all rock n debris ore Provide all material, equipment a labor necessary to perform all work indicated s a became necessarythereafter a approve methodof t control, to r all plant
Y P
in an of the requirements of t plans n specifications, shall e remedied or removed, than 1" in diameter shall e removed. on lana, s reasonably i plie an a delineated i the specifications. n lyte areas free of insects a by
Methodhall reviewed theCity prior to
and any
he Contractor t his o expense in manner acceptable to theany applications. Pest Control shall include Gopher control.
Landscape Architect City. Apply , spread, and ro, tot.l in all soil amendments as recommended to cdepth of � ter area
Quality Assurance:: ® runin • Prune all plants designated
an
d directed Landscape rchit Architect, at start f
thoroughly after rototill,ng .scomplete. Incorporate evenly into h t 4>_ to _ th following . The Haar all a control materials shall e licensed by tat of Californiaa maintenance program and continueo prune plants sdirectedor as may become necessary
1.06 Inspections: for each 1,000 square feet of plantingar • Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that until the endof the maintenance pr r .
The Contractor shall arrange for inspections y notifying *t Landscape rchitect®, City 4 cubic yards of nitroliz o or Fir shavingr equal. r required. ove trash weekly. run cover to
i u an tri t growth a
n governingauthorities, hours prior to i of inspection, unlessotherwise noted. 2 lbs. of Gro- Power or approved al. B. II materials must cnroeral, State, anLoc { Mations, necessary to achieve and overall even appearance. Exterminateo r moles-,
repair
Inspections shall b as listed below, u not necessarily in this order. Only the inspectiondamage.
pertaining o the project scope of work will apply. The above soil conditioning r minimal ualities only and `should be used
. : ant for bidding
. ur
o , , Submittal:itt l:
Rough Grading. cause soil conditions change r ically from the time these spe(:if•cati n r developed Prior to t installation
n control materials, t Landscape Contractor
to the ® theactual soil conditioning t place. Therefore, the Contractor shall obtain his
shall it t the Landscape a !i of we control materials
a
quantities TPROJECT
Drain Lines and Catch Basins. ,000 square feet of platarTh oilawnso® sa ® per acre intended for use in controllingthe e types prevalent and expected an the site,
Irrigations sin line pressure, coverage system operations t). tests shall be conducted by approved Agronomic soils testing laboratory approved s supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape
oil Preparation and Finish Grading. project Landscaperchitect and City. Copies of the soil test to be provided duringthe
Contractor and Landscape rchit ct and City data to demonstrate the compatibility of the weed
re�-construction job conference. control materials an ethos with the intended planting and seed varieties resent. '„ 1 General:
Plant Material (delivery placement).
Substantial Completion Inspection ( t completion of landscape improvements)-7 Days. Upon completion of installation, a maintenance period of a minimum of 180 days for all
• i .l.tCoordination,,,,
landscaped areas is required prior to final acceptance
o thework e City. The
Final Inspection (after maintenance period) • F04 inish i Commencementat for the maintenance period II commence on written approval
for
all
ith the Landscape After rtoillin operations r complete, r areas o establish finish grades forplanting. . L Landscape Contractor i responsible r h rection of II signs n barriers required o phases of plantinginstallation b theCity Public WorksInspector. Maintenance period ll be
The contractor shall arrange Prcontraction conference rev n intrusion into r areas to notify t public.
Architect n City minimum of seven (7) days prior o t beginningwork. All flow lines shall maintained n proper tolerances ll t aftr settlement t t oat to verify characteristics and establishment.
nt.
end of the projectmaintenance rio . material r t ll c t landscape plantingor by rgermination.
Finishgrading shall leave surfacef t roue uniformly smooth a fb° of abrupt r material or method hall r t job site unusablefor or than 1 a from t of A. Two inspections shelf t affectestablishment period: first after all
• Guaranties: plantings than application.
v n completelyinstalled i order to approve innin of testablishment
A. Plant rials: All trees, shrubs, round cover; bedding las an lawn shall a period, n second at t of establishment r .
If plantings are not acceptable
guaranteed from to of final acceptance of landscape construction for periods as follows:
I tie Herbicides-. t e of t 180 day ri , u to defectivemaintenance,
, n continueestablishment ata fish ant
Trees 2 , larger 1 year Coordination: anti{ all ark et withSpecifications and ca rov
Weed abatement ork shall be coordinatedit the installation o t irrigation system Non—selective ctiv contact /or non- selective systemic herbici es ( recommended b
it termination enation of establishment period lent material shall a live,1 al. smaller 1 year rototilling and soil amendment work, an planting. (See WeedAbatement section). the Pest Control Advisor}
Shrubs (All sizes) 120 days undamaged, and free of infestation. Inferior plantings shall be replaced and brought
Ground Cover 120 days PART Selective r ici : to a satisfactory condition before final acceptance of work will be made. All areas shall
Bedding Plant 120 days 4.01 Scope of Work: elective pre—emergent herbicides compatible with seed mixtures (as recommended by the Pest be neatly raked and free of weeds.
Lawn (sod) 120 days Provide' all material, equipment, and labor necessary to install all trees 'Ind shrubs as shown Control Advisor)
• on Inns s reasonably implied an a delineated in the specifications, �,PN®sc,�A�
Lawn (seed} 120 days from first owing plans, Y P
• �w4wo c
. Eradication: �a
Guarantees begin after the project acceptance . City and at the end of the 180—day
_•r gt , •
, If i the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the
maintenance er°od. Landscape Contractor shall replace and plant all materials which A. Nomenclature - Plant indicated on the drawings conformt "Standard Int e plantingr ill require control prior to removal, spray thea areas per t Control
have 'e within the time span stated above, no cost and ith®n days from receiving establishedthe mai Joint ,t onrticltur . Except �r names covered rth rein, Advisor's recommendations.
written noticefrom the Landscape Architect r City. { dead material is not replace
,A o1�23
an plantedwithin the a period, City a replace dead material with newmaterial the established customof t nursery i folio e .
Prior tat isaliati
t irrigation system remove clear alldeleterious
and char the Landscape ontractor for II expenses incurred. B. — i Plants shall symmetrical, typical for varlet n c� sound, healthy, Vigorous, teal I r planting
free from plant disease, insect pests, or their eggs, and shall have hecithy, normal root systems Allow herbicideto kill all weeds. Rake or hoe off all dead weeds to a depthof 1" -- " below the
B. Construction Materials: The contractor shall guarantee all workmanship and materials well--fillip their container, buy not to th it f in root bound. $'tants shall not b rune surface of the soil. Physically remove all weeds from the site.
for all site ev to nt, for a period of oner from date of final acceptance of project. at anytime, and in no case shall trees topped.
C. Trees and shrubsll be growingt a recognized nursery in accordancei o horticulture l DESCRIPTION OF REVISION DATE CITY
practices and shall b of the iz caliper normally associate it the container + specifiedAPPROVED ED
1. Material Labor Releases:
Upon completion of the work, the Contractor shall present to the City, signed copies of on plans. Removal of all tags, labels, nursery stakes and ties from all plant material prohibited 7.01 Scope of or • "�F RANCH U e%A L A 0'% k 1 G A
performed under Site Development. until the approval of theLandscapeArchitect r City. ° necessary for or incidental to rfor i all
CITY u U U U M UIN A
all lobar and materials releases for all work Provide all materials, an equipment y , ,
. . . . . . . . . including,
II plant material delivered tot it showingins o damage or vise r is insufficient i intenance requirements as reasonably i li r delineated in t specifications
D.
not limited to the following: RANCHO SUMMIT - PARKA
size to carry out h intent of the planting is ill not accepted o ill replaced t :F SS/ ,y
1. Disposal Clean—up.- Contractor s expense. Maintain all plants and plantedareas.
Remove all waste materials (icl i excavatedmaterial •clssifie unacceptable soil
Keep planted areas ire shale. PLANTING SPECIFICATIONS
material), trash and debris enere or encountered duringthe course of landscapeE. Sizes Plants - hall t n Plan. Container stack (1—gallon, 5—gallon,, a
' run trees shrubs.
11
construction, and legally dispose it. urin t course f t oak, remove 15—gallon) shall have grown containers for t least one (1 year, but not over two (2)years.
materialsfrom the site and leave premises in a neat and clean condition. Clean up and Fertilized all plants and planted areas. '
remove all remaining da ris and surplus materials unon completion f work, leaving the F. SubstitutionsSubstitutions for indicated plant material will be permittedprovided the Irrigation.
premises neat and clean. The site shall cl ane upon the request of t inspector. substitute materials r approvedinadvance h it , and are ma 4n t o additional cost to , 4953
the City. Except for authorizedvariations, all substitute plant materials:; shall cony t the Insecticide ,r . A�- t 1Approved By •
requirements 'of these sp cificatio DESIGNED BY. RECOMMENDED:
• 1 2L17
PART XECUTION, , Fertilizers-
2.01 '�
Protection- G. Plants Nat Approved -- Plants not approved are to be removed from site immediately and , , , , DRAWN BY: SHEET
The Cit reserves the right to reject entire lots of tants
A. Commercial fertilizers with an analysis of5-3-1—Gro—Power Plus, and 1 -- — Gro—Power 150 PaularinoAv .,
Keep all plant material delivered to site in a healthy condition for planting. Plants shall not replaced with suitable plants y j P L-13 OF
heeled--i in most earth or represented defected samples. Controlled Release Nitrogen, a designated herein, or approved substitute as required y T Suite160,
be allowed to dry out, are root stock shall e separated and , P Y
' e material anti! planting. ailed and ur{a ed lents shall have root ball Agronomic sail report. Available from Gro Power (909) 393--3744. 6 Costa Mesa,
CHECKED BY: DRAwin�c No.
other Buttal g PP P A s s o c i a t e s California 92626
covered with moist sawdust, wood chips or other suitable material until planting. H. Stake all trees, as per details immediately after planting to prevent wind damage.
Landscape Architecture 774}a3a98Q3 (7 a)a3a-a1osFAx e;Vf 3
1.
IN
L OcATE PHOTO SENSOR ON KEYNOTE
MESH EAST 51DE OF BLI76 AT ROOr.
FROVi CONDUIT FLA!5HINC7. VqATER OLOSET. SEE FLUMBIN6 PN65
URINAL. SEE FLUM15INry DN65
12
'1117 14
41 f....... USE ax4xl(o f c3 I LAVATORY. 5EE FLUMBIN& PRA
_4 51-UMPF-1:1 CMU AT
POOR HEAD TYP HANP DRYER: HUMPHREY HVRZ�- YiALL MOUNTED AT +51-411 TO
TOP OF NOZZLE
_R 5LOPleR EOUIPMENT
QAJ HAND PRYF
&RAE3 5AR- f30E3RIrr_. #6:206-56 MOUNTED @ 55" ABOVE FIN FLR
THICK ALUM 51roN -7 -------- 6RA5 5AR. BOBRIOK #6:206-45 MOUNTED 9 55" A50VE FIN FLR
LICHT FIXTURE
\Z L16HT DOOR FULL
SET IN MORTAR. INSTALL
IL <
FIXTURE r -1 R FROM
FLU5H, 5EE EI-EV FOR
DEAD SOLT; SCHI-1 TOII-F-T PAPER 015P. 5 ROLL P15PEN5E
LOCATIONS 0 5500SERIES. P`RO\/IvE A!5LIN INPU5ME5. (505) 26e5 105
5CHLA6SE FRIMU5 (o FIN VIV
43x&xlCo SLUMPED 0MU
FLAT HEAP MACH 50REY45 f:zEmo\1A5Lu CORE IN 626 PRINrIN6 FOUNTAIN
CO%
4 CONC. ANaHOR5 W 0 FIN15H ON ALI- KEYEP
p,05ETTF-5 \/ANDAI- FIN5 155, SEE PLUMBIN6 Pli"i
< DOORS. CONTACT DALE 1 411 HO5F_ 5
F-A. CORNER. `qOcl) 4-1-1-2-100
r,,ATRON AND
T CONC
EXT 40qO VAHEN LOOKS TOILET COMPARTMENT-. 67AMCO 50LID PHENOLIC, FLOOR
UO SUPPORTED ONLY (NO 0\/ERHEAD BRACED PRODUCTS
V4ALL-
RE READY FOR
Y PUTY HARDVqARE INCL CONTINUOUS HIN6F- ,4%T
fj HAN6EOi,. 7'rF. ALLONEP), J^V HEAV`
...........
..... EV6E OF 5LA5 DOOR. COLOR E50NY STAR 4552-50, A\/AILA5LE FROM MA5TER
—NOTE. NORTH
RESTROOM 1516N5 ARE
EA5T 151-06 SPECIALTIES (e-101) q25-6540. INSTALI.- PER MANUF
AVAILA5LE FROM THE CITY
RECOMID FOR C.M.U.
---- ------
KRE ME5H ONC.,RF-TE FLOOR DRAIN. 6EE FLUMDIN6 PRAViINC
MONIER, LIFETILE ESPANA M155ION C
ROOF TILE, COLOR AS 5ELECTED By CIT"(1
12 N1 MANUFACTURER'S CERTIFICATE THAT ALL
NOTES
-14 PIF-CE5 ARE FROM THE SAME LOT NO. 2xe) RESAV4N TRIM OVER
V`ARIATIONS IN COLOR ARE PROH151TEI;> 2xIO RE5AVIN FASCIA (TYP) -F-R
1. COORDINATE RE5TROOM FIXTURES NITH MANUFACTUP TURE5
X.M
THAT ALL HARDViARE DELIVERED YV FIX
!A NT N 0
CITY UlEgMENTS: IPENTIEL(2�61IQNS�YM �O5� 4 SUPPLIER 50
IS CORRECT AND COMPLETE FOR PROPER IN5TALI ATION OF
HEIGHT
FIXTURES
POORINAYS LEADIN& TO MEN'S SANITARY FACILITIES 15HALL 5E
IEp 5y AN EOUILATERAL TRIAN6ILE 1/4" THICK NITH E176E5 It= 2. PRO\/IDF- MANUFAC.,TURF_R'5 IN5TALLATION
* VV OUT 5HEET5 (5 5ETS) FOR CITY APPROVAL
IDENTIF LITERATURE
X FOINTIN6 UPVqARD. V40MEN'S SANITARY 5x(oxi(b SLUMPED
121, LONC-7 AND A VERTE KNOX BOX pRIOR To INSTALLATION
FACILITIES SHALL 5E IDENTIFIED DY A CIRCLE1 1/411 THICK AND cmu
L16HT FIXTURE
1211 IN DIAMETER, NITH A 1/411 THICK TRIANrvLE SUPERIMPOSED ON
It DIAMETER. THESE 6EOMETRIC <-- le'x:24" RESTROOM
THE CIRCLE AND VqITHIN THE 12 - DOOR AT A HEIevHT OF 6_01, zz—- 516IN PER CITY
5YM5OL56HALL 5E CENTERED ON THE lu 1 11 STANDARDS
5TSHALL E3E DISTINCTLY 12IFFERENT 0 DF
AND THEIR COLOR AND CONTRA -1 (TYP FOR 2)
Z. ASPER U.51C. CMU
FROM THE COLOR AND CONTRAST OF THE poOP 51-UMPEP 0 jqjj UBo 2001 06 AN&YSI5
-0
E V41TH RAISED LETTERS AND 0 7r-2
lla3.2.4. AL50 PRO\,/IDE 516NA&
ANCE V41TH SECTION 0
ACCOMPANIEI:> By 5RAILLE IN CONFORM OCCUPANCY 6ROUP
1105.2.4. T CONC CONSTRUCTION TYPE \/-N
AREA (5p) '745
FLOORSLA5 FLOOR
I �l j 0*
OCCUPANT LOAP
........ OR
5OUTH -145 5F/50 5F PER 73
OCCUPANT (LOOreR ROOMS) 15
M:5T
5EC 1005,2, 2.2. 1 , EXCEPTION
`ATIC�04N.a
I Coop
"goo T 50ALE. 1/4" I'-011
VN
ATTAcooHN�r=N
SCALE; 11/2" ...........
T-411 ViAL.L TYPE5
-------------
-1 lix(O"xi/4" 6ALV STL
11-011 all CMU TO -11-0" AFF
PLT. 5ENP A5 5HOINN
11-01,
CMU TO AFF UNO
2
4 e/al, MBS Iiiiiii
11 STi-
1/4
NA5HER EA 51DE cMU INALL
It -0" AFP
5/4 1 PLATE a" CMU TO 12'
It LATCH
DOOR 42E 5 T MAIS +Iol-(o 5/4"i
L-14 I
L-14 L-1 4 e�ll cMU To HE!16HT INPICATED
INALL TYPE 5 A50VE
CMU, 51-OPE TOP TO CONFORM TO ROOF PITCH
711- 1 'A
CONC SOFFIT ETAIL5 1(�, --I& AND 20/L
V.- PER P
(T) N�z� �c
\V— \AT at It
.6 5/a
11-411
11,41t
4 -11
CSIATE
6ATE
ly 61 CMU FIN15HESI
_01) 41-011
I //
51,411 41-0
EXTERIOR SURFACES, SLUMPED
MO
5/a 4) HOLE PRF-0151ON
INTERIOR SURFACES
it IA
4
4
4 x4"xl/4" 5TL
FAINT SCHWULr= (OLD OUAKER NUMBERS)
PLATE
AND &ATE5 (INT 4 EXT) #500 ENAMEL, 001-OR #102
V4ALL5, VOOR5
70
1/2114;1 MAWNRY
(PEARL YiHITE), 5EMI-61-055
ANCHOR 4 LAG 4 AIN
4 FRimr= COAT ALL. VlooD SURFACES PRIOR To APPLYIN6 i
Sonvi (Typ FOR 2)
FIN15H COAT
&
2 00 ExpoeoED/FIN15H V400D MATERIt6tl_5t, #6000 50LID ACRYLIC,
fit STAIN, COLOR #146
4 xieollxl/4" 6ALV' STL
MEN FLOOR5: 51LANE-5A5ED CONCRETE 5EALER, PRO5000 OR EOUi-�%L
BACK PLATE _WMEN
MLL Ti
5 ABOVE
\v 0 _011
IOU
0
U9
mob,*011111110% U low r7 10 to
ATE LwATC0014 9,
Flo
5CALE: 5"
5CALE:
//E 16,160
CONO 5OFFIT
AT +12'-0 5/5"
9 Ix 01
-t L T
2
Q
x5 1/2 !�)TL
CMU YAALL
FRAME 05L SIDE5) PIPE �SPACE
T5 1 1/2 X 5 1/2 1/21, STEEL 5/1 5OLT PLAN OHEOK (REFER To NRITTEN RE5PON5F-5) 51 MAY 05
(TYP FOR 5) CITY
KEY DEAD BOLT IN KEY
INVERT MIr?-FIN T MA5 +11'-5 1/4"i DESCRIPTION OF REVISION DATE APPROVED:
E30X T MA5 +11'-5 1/4"1
y A15
EGUI,PMENT
2 rc cuc CITY OF RAI\jCHO CUCAMONGA
j jr
9
it
le'v- RANCHO SUMMIT PARK A
d,
ILI
FLOOR PLAN
0 EXTERIOR ELEVATIONS
GATE AND SIGN DETAILS
FIN FLR u
C
9
2b, 0!9 PULTE HOMES/DEL WEBB
APPROVED BY: DATE:
RCE- 24653
LT IN RED HEAD NE126E ANCHOR CITY ENGINEER
6SPATE 51-411 A nN
mo �k. PLAN PREPARED BY:
mo DESIGN RECOMMENDED
NORTH - JOHN MELCHER,AIA ARCHITECT
No. -3913 JRM
41�0 MO
CALIFORNIA ARCHITECT LICENSE NO.C-3913 SHEET
EWAL DATE DRAWN
6779 TREELINE PLACE
30 APRIL 2007
(P L-1 4 OF 26
411 4`-0" MO
WDM RANCHO CUCAMONGA,CA 91701
68.8777 FAX 909.948.8677
909.2 DRAWING NO.
*ram La 000%(4�ft R00% *lwm%LwAlNdl 0 C CHECKED
elm 9 JUL 2004
A^ 10" ,&" AT*Mom
5CALE-, 1/4" I'-011 JRM DATE FILE NO
"i .
/oak
&ATE Lm��cwsofK 5CALE-z 5 1 �O 11 will, lillill wild'' mp,I pi'l
1 -0
i
;
KEYNOTES
-1/1 C X L.YNOC0V 5 ATHIN
PTT F I TE C LOS T. 5EE FL.UM 1116 ORANI N65
SEE IoIL-16 FOR NALIL.INC� f
f1
LAVATORY. 5EE FLUM5IN6 PRALI^I1NC�5
1
&XIO RE5AVqN BM
r 1
HAND DRYER
4
18 6A 1'4x2" TU IN x T4& 5HEATHIN6
PICKETS @ f1 Oc, I ®® W 2 I AT EA RAFTER
I
1 F r
L-160 , 5xio REBANN 5EAM °
TO OF MA N Y
�4 Q TOP
I I 4xa RAFTERS SEE
e)"
t T F MIN PLAN 16
xI ANN M
~r L--I6 E3oNpASM
VER
s! I 0
�{ g�
#4 HO I Z
l 4 H I '-O" 0
21-01,
^ 11
15 6A 1"x:21'
IN6 L^I +
PICKETS 5" 00 4
a
FOR CMU 5 WALL �} 4"F ONC M*L.C�OR SLAVERT
TYPES, IN L.--14
—poa N PLAN
1 -4" OC TYP
( r' ( 1 I L^1 (SOLID 6ROUT
{ ! ALL
T a I"`"4" C LL
L~E 4 ! (SOLID I OUT ALL L.L. )
{ Y+�^aR+^^R .w'R.wo7^+'X.�^^R+w.i{.wXwR�^R Ati'^"R++s'Rm�{..wRwRaseKn.+sffiw.+XM+Rw®RwARwm.R.s —s{------^�+d '�Y
{...R ._{�R.R. X R.-.{—.-- �. R....-. R.-.�.R.�. �.., R_.... R.^R... R �yP!-M' ��I`tll�' ►-
A ► °=al ® i .._I { 1" TSI!I 1 V LAN I��!�1
I .�„ MIN LAP
►i b I !�
►IN=-� Zi— d `I-- II T4.IA/L-1 I f ► I—Ij11 !I SII
L INk L '1 l
EE FOR SEE FON PLAN
1 1 E/2"x i/2" M UNTIN 1 N5I N5 IA/L-15 ( )
PERIMETERIN '
HORIZ MEMBERS
E 7 10 N
L 1/ " w 1` SCALE-. 1/41" ^ I'—011
i
►
7
1
1 f
i
;' 6t Eryll
e
114"
1 "
W I I 1! 111-411 'STT
rr4P
Q,II T. SLA a
LSI
L-16 ELE\/ 100.0
(_25
L-11 L 16
L-1
1
{ 1 T. L.AL V (`
1 T E`-4 �Tl^ V .a 4 ^ 1. 100. AT
l PERIMETER. tl tell 4' �` it L I 4'~0„ .a1 11 p tl IM
V
5LOPE :2% MAX
�L_Ibj SLOPE 2% MAX
AS H N I �." , -� HWN T
_ _ _ EXTERIOR
E '
_ _ I?
T. SLAB EL �tl � ...-...... ...,. � 611
----T.
i• 5 100,0 AT�
r�
100.0 AT'PERIMETER. TYP
i MAX-
SLOPE 2% MAXLi TO FLOOR TO FLOOR
DRAIN L.K1 IN
n I 4r 1 },
. L'°1 L-1
0 L I 1 T. SLA5
oxz. TLSLAB p
.� �-- L. 0 ELF.\/ q41.15
T�lAB A AST FLOOR
�.ATLaOM� f ' , I DRAIN
+�
` ps1 i 1�RAL1N I F 1 It �`le"i r
tu
5L y
+ AT FV
10 RID E
� t
IOU
! " ► 1 I �!
t
2 5 _ ( t„0 41,,0` 4 t 1"G`I
` t� � E ! V
L-1
t ( tM [1 tt G,t�0 1 Q�11
(J � 1411
► E 4J! t/ 1 W
j
! EELEV 100.0
- ___ __ ........... ...... ......,......,.. AT I .o. .,.. ...,_ ,.
T.SLAB }I it w16 60 r
I
65 17
1E3a l, „ T10
0.0 1 , 441 CON OR�L W/66-N1.401.4 Ar
I MID-SLAB 0 " SANDFI 0 IL
p
TFOLYET FIL F nD SJ56�r SLAB
,-
6.
ELEV Q11
- ®F ca\-vF�
fC l�
LSV qq.q4 AT
L^16 L.^1h Su gl. l' 8" 15` 411 $11 t~IR5T PLAN CHECK, (REFER TO !•^�IRITTEN RE5P0N5E5) 31 MAY 05
IL.-16 1.--16 ..,,...... . ,. .... .._. .._..I L __.. ..... . ...., ...._ ...... ._._. ..., ,_._..._ ..__ .,.. ...I
L-16 L-16 AP
p aECRIPTION OF REVISION DATE CITY
PROVED:
cuc 5XIO
CITYOF RANCHOCUCAMO1`q1GA
rl FOUNDATION PLAN
Jr)
RANCHO SUMMIT - PARK A
L.^16 LwE6
R✓ L1 { j..-I t j '1 �I t i 11 I�RI► 41¢11 2141 I�Q,1t Py. 1
J t G° '4 c.` a10 FRAMING PLAN
M'T v �l
mo
L, fiwAq I61pGttSECTIONS
261-011
/
GJ NORTH PULTE HOMES/ DEL WEBB
' 11
NORTH
a
APPROVED BY: DATE: .._._
CITY ENGINEER RCE: 2 .953
AMP
00
C�caD C /
DESIGN PLAN PREPARED @Y: RECOMMENDER
Na. 1JRM JOHN L, ER,AIA ARCHITECT
# EWAL DATE x� DRAWN CALIFORNIA ARCHITECT LICENSE NO.C-3913 SHEET
30 Aa�REI 2pQ7 �, 6779 TREELINE PLACE
WDM RANCHO CUCAMON A CA 91701 L-1 5 pF
26
I A N1
�'�' �.� 909.268,877fi FAX 909.948.8677
IA M I 1 A
F G�l-� CHECKED DRAWING NO.
:2 A
C L 1/ " "° 1`^ /1 vCALL. 1/'Ttl 11 011 JRM DATE JUL 2aa� FILE NO
: �.
f
1
j
I
i
l
i
1
1/16 aDX PLYWOOD O\/ER aH ATHINC-
1
5I 50N NSHD(s @ 6" OGDF_5
5IW50N NSHDCv @ 12" OG FIELD
16cl SINKER@ 611 Oc. BOUNDARY
j
ST6224 @ EA RAF-TER (AT 4xP ED&E RAFTERLK )
(I6) 16d (2) ROWS
(4) NAILS EA ROW T. MA5 +I4'-1 5/4"t
j I d SINK
@ 6" OG AT 5LKO 4x SHAPED 5LK6 TOP CSP MASONRY
jx LK. CENTERED
LL H U
x8, T A
A ," OG # -. GONG TILS
55 @ 2,
5IMP50N !~ISA 2x6 T46 5HEATHINC-2
@ MSA RAF17ER H5A N A '" `- -. `�"'~``'~- I6d aINKEI @ 6" OC (5N)
LINE OF RAFTER SOFFIT.NOTE FULL-NIDTH Br-,40 2 00--
E 511RD5MOUTH AT 4x8 GOaB (5) 16d EA SIS' 5x 3I..I4C�, GEN }
i
I{ {
{ { 4
�4
+►"" ,
�
'
4
Oc
OF 4x NAILER
-
A55 2
614
xL ( ) IGCOUNTERSINK NTo5M
{
{..
,[
{
aN
{
4[2,
.5.
_A
If LT T. MA + {{
{
x
....._.iI"
,w
[{ 4{
-
A
NI {
TI-P
-O-
N
a��
ar IN
*
�
'w
5
�
`
�
l�
aC
!�P
SEE lit MA5 +151_0 1/4" axio RIDGE EN( ) #qORI LIN OF O LAN LINEP =PlT 24 A aaLV 5TLT SOFFIT T. MAS, ELEV
CMU WALL T FULL- I TH PLA5HINC7
5/a BI5YOUTH AT 5xI0(Px - < - Px&xa CMU COLUMN
@ 21-01, o HEM EPrvE
4 T @ 1'"4" xi M xe) IM / 005
(2) #4CENTERED - ateIZ 2x1 FA501A
#4 H IZ @ 4x8 RAFTERGMU
24 °` G 4 V T@1°-4"w0 G N
TERED
I N'TEm"Ka' I ALL ;,�coo,
I M UTI T ILod, EA'y
L : 1" 1►µ " SCALE: P 1'tz
-0"
GAL I 1-011
BATTEN
GONG TILENG TILEN I d INK @ b" OG x A NAILER; N DRYPACK
U aY NT UN NT ��"
x = @ - ► I1-411
ISINKER7/16 PLYY :07 10 PA50
L A?1Fi
�
ylx H ATHIN X4 CONT
ANTIM N IN ! ( ) I6 INK V x M ATHIN6?
4><5 RAFTER
BATTEN
AT A RAFTER
L @ 11-411 0 N 2x IM
K TILx . 2x IM.
3N N N L! LALIEN LONER
x OCW/ x
BOOSTER 5005TER
24 a ALV TL 77 T AT AV
LA ~!N I d @ 1 " Oa !6d @ 1,-4" OG
EXTENDx1 I xi FASCIA
Ll UNDERLAYMENT RAFTER
If, OVER EDISSIE
I @C`- ( ) 4H I
x I
HEM x IM. ALI N 1/2
Lx TIT x I@ JAMB1'x IM/ -12x6 BOOSTER @ V (RIP M xi ) BEYOND xio BEAM
x1 FASCIA MU L BEYOND
xC I LA—u �" CMU BACKER ROD ELEVATION
I/8 x I" FLAT PLATE, a UT TOP TO SEALANT
I "GL FLAT L I 1/2" DIAMONDMATCH F M /8° x I'-O" AIN M Ia IM WI MESH TO
N I W4M AU. #4 H G@ 21-01,
00
L I M/ x I " @ 61, G. ^0 OMITER CORNERS a WIRD MESH ' #4 VERT @ 11-411„ OG
1/ x 1 1/ x 1/4CENTERED
x M 1CORNERS
4 WL ,>. CONNECT TO 5x
TRIM JAV 5/a
T ILL 4 JAM LT @ 1`- " OC
*mom% 10,-
*"Mom%
TILE
'E TILE
11 &1+0"' E3 L : 1 1/2" I'- SCALE: 1'-0" SCALE.- 1 I
AL : III l'- #4 Vf:�WEL5 #4 PONEL5
@ If O VERT 1 M4 OG VERT
G4 TYPICAL " MASONRY U5 ( ) G ;tUa A . " MA ON Y .L END5, ANDNALL , AND REINFORCED LLREINFORCED O JAM ►►
�. �=CADDITIONAL 4 @ 1'-4" G VERT � 4 @ 11-4Oa T OF s
NO #4@21-01, GH I 4@ " GM I
f2) 1AT x ►6 MU, U
(2) #a T AT411FLOOR SLA5ex6x16 GMUaOL �BO L, LL CORNERS, L ENDSI, W/ 6x6 WI.4xWl.4
T LI IN IN JAM 5) AN JAM55) 4" N FLOORL AT MI _ LA OV 1
16
N MU A PILL V W/ 6x6�W1.4xW1,4 MMWHERE OCCUR FOR ADDITIONAL MILPOLYETHYLENE#a MORl GOVT
NO #5 HORIZ CONT < P ITI L AT MID-5 A5 OVER MEMBRANE OVER
N ILL N PREPARED 5U RADE
MIL POLYETHYLENE
A �A
� FIRST LAN CHECK ( TOW 1
N
5P
N
)
1 MAY 05
#4 LA 21-allG
3
CITY OFREVISION DATE APPROVED.- xx x x x x x - x xx x xxx x - x
x x_ xx xxxxx —
x x x x x Cl TY OF RANCHO CUCAMONGA
_[ 4 _( ) NT f # I�IE { { { {
RANCHO SUMMIT - PARK A
T TTM 4 OMS I7( ) pY _
L
.r �
g ALTERNATE 0 /NT TOP
__#5 PLAN TAILS, SEE PLAN PULTE HOMES/DEL
BOTTOM
!- SEE LAN
APPROVED Y. DATE:CITY ENGINEER RCE: 245
kR
AN DESIGN PLAN PREPARED BY: RECOMMENDED
No.c- JRM JOHN LCH R,AIA ARCHITECTeIBE
E DRAWN CALIFORNIA ARCHITECT LICENSE NO,G3913 SHCET
0APRIL 2007 6779 TREELINE PLACE
RANCHO CUCANCA,CA 91701 OF 26
TEO-<"' AEO�0) E 3 E A M` A 909.268,8777 FAX 909.9468677
T A 5G L : 5/4" ,� " 1, pla 2/WN CHECKED DRAWING Na.
5G /4' 1,_ " /4 1 - L _ „ er CAL . 5/4 - , JRM DATE 9 JUL 2004 FILE Na
•t
5A
,.
_
I
i
i
, r
L.ICTN _
OF
' m TOILET coca AS
( 1...1 UI m ISA N
cicoa
CAULK% THROU6H BOLTS)
Y_ IjL4
4 HC? I
11�°611 004
t1 Nc SOFFIT
# \/ERT q. �{ I NT
" GL
tg�
11-4" OC
C )
LINTEL
ELON6ATED RIM
T. MASONRY
>x + '-V' AT DRINKIN6
FOUNTAIN
tt M N .. t.,.,
+I a AT NOWIN
MEN
50FFIT
+5'-(o / " AT =` URINAL
DRINKINev FOUNTAIN
+ 12'-0 5/5" AT POOR
1041 MIK
MEN NIN 1�11 MIN
INO
0"MIN
# C3� 1`�4" OCOCCU a
LEVER, TYPE CLEARANCE
-011
FAUCETS
INSULA
HOT INAT1wR 4
dM- _ rte- DRAIN FIFES
1— 11 ' &
61 Its I 1 p M 111 MA V" 1N
PRINKINC7 FOUNTAIN
N Kt: m %toe
I LEE, 'f I T U "T I M
011111"
IN50" TALLATIC`0�N' CAL. : 1/41111-011
F I T
CO-4)"NCe
11 - 1-011
AL . I I
SCALEz
I
ALTERNATE
T
(PREFERRED)
TIE5 CONDITION
@ " T #4
U IN IN ADJACENT
I�I~I INT R L.L.
. . ... .. c UNNINCva CSN - (4) #4 VERT � CORNERS
4 THROU67HOUT NALL EXTEND \/eRT REINF FULL, IIT OF ViALL
Lu
R,
/.�y
a
1t q M V I 1/2" F 16160 f'
2 #a \/ERT NAL.L. TYIE I
N T LOCATIONS TIC?Na I~It-I IN END CELL (AT Y40MEN ONLY)
+
CENTERED .
#4 VERT N 0 : OC IN JOINTS
LINlP0651131-EtT UH INLL
V ( ! f4" x7V LSOREM
+ � l N
e�x(ole>, 6ROUTEP SOLID,
#4 HORIZ @ a�U11
00 RUNNIN6p BOND.
SEAM
CITY
�' 'ILL
DESCRIPTION OF REVISION DATE APPROVED:
+ A
2
+ 5IMP50N CCOa RE1NF0R6LN(7.,60t01T1QN5 IA2
IA4 5&ovi R106=
cc
+ CITY F
CAULK
# Hcy THOUNNIN�Qur NALL (2) #4 VERT RANCHO SUMMIT - PARK A
LIMIT r— A N Y x x NIU DETAILS
� AT II.. NCORNERS (2) T 0 WAL_L.� ND
TI w " 00 IN BED JOINT
C #5
1 ( } Tl ATT # H 0 6" OC IN JOINTS }
fI EARfl
�` C ) 4) 4 VERTCORNERS
r #5 BAR ( x x i , OU D SOLID,
EXTEND VERT f:PINS FULI. NT OF ViALL RUNNINC7 5ONP. Ll DEL WEBB
} IM N (U U 4V' T NT
ERED
1..1 @ 11-411
1 •
„ al APPROVED BY: DATE:
I/� MAX 2 11
�.• ���
CITY ENGINEER RCE: ] 3
#4 jlZ @ 21-011 /
AR
1/6 MIN 5" MIN
RECOMMENDED
DESIGN PIAN PREPARED BY;
I 11 I I `'�No. 39 3 ' JRM JOHN L.CM R,AIA ARCHITECT
(70- CONNECTION'E30TTOM VIEN OF RID I V4ALL BELOV4
�TO axe) CMU COLUMN # At DATE tr DRAWN CALIFORNIA ARCHITECT LICENSE NO.C-3913 SHEET
ew� 0 PRIL 2007 fi779 RECLINE PLACE
�'' '°° WDM RANCHO CUCAMONGA,CA 91701 L— p�
i 9 909.268.8777 FAX 909.948.8677 _
�F cwt CHECKED DRAWING NC000 L000;L U M'b N='Oft) I A4.
'000 ,ON% Ift, cow C104 L00; N A /1 1 1!
I N /,,�LLATI
{ I JRM DATE JUL 2aO4 FILE NOC,ct,,o L,� VV H 4rA 5CALEt.
1/2" I` "
y/CALw s I 1/2`I 11sw t1
6
EN = KAL NOTE 5
40
114{ 0c,
fid
2-
GENERAL. CONCRETE BLOCK MA50NRY ROOFIN6
�, 2-#5 1 . MATERIAL ANIS NORKMANSH►I P: CONFORM TO 2001 1 . CONCRETE BLOCK. A5TM C-qO l 6RAVE N UNITS. 1 . I N5TALL. T I L..E I N ACCORDANCE N I TH THE
O.M.U. a �. CALIFORNIA BUILDIN6 , AND 2001 CALIFORNIA SEE DRAN I N PATTERN. TOOL ALL. JOINTS MANUFACTURER' S HIGH N I NIS 5FECIFICATION5
SOLIDGROUT CSOLIDI I 1 A H I THI LADIAMETER TOOL TO PRODUCE L I C HTL'r'
ALL CELLS
'®°! ALL G 5G NG V FINISH. 2. INSTALL. TIL_ OVER 7/16" L..YNOOI.� AND
ALONG A . • O SPAN T N AIL. N H N TAKE G 2x6 50LID 5H ATH I N H/ Ix2 BATTENS
OF LINTEL OF LINTEL OVER THESE GENERAL NOTES. 2. MORTARs
. ANCHOR EAVE T I L IE5 IN TH HURRICANE CLIP5
r 2" . V I LLDIMENSIONS ICONDITIONS 1 A LAND C M NT
LINTEL LIRML BEFORETA I N O K. NOTIFY A H I CT OF 4 PARTSAN 4. NAIL_ ALL F+I LD TILE5
BLOCK BLOCK ANY DISCREPANCY. 1 /4 MIN. TO 1 /2 MAX. PART 1-IY F L I M
It2 L . T HIP, I DDE, ANP KE TILE5 IN MORTAR
N 1GE G INF. 1N 1 4.
LGA !.. X I TIN UT I L I T I , NHETHER fJ
N . G T: O 1 ARG QOM ' 5 MAST I C
H HN H1 ON, A C3 GTT M M AMA
HOOK EW AHERE 1/'4 L THROUGIHOUIT CONSTRUCTION I . IN THE 1 PART FORTLAN12 CEMENT 6. ANCHOR KE TILE5 H I TH A MINIMUM OF
r,
LINTEL (S LESS Or- DAMAGE, REPAIRREPLACE AMA D PqORK AT 5 PARTSAN NAILS
74 2-#5 " No EXPENSE TO OHNER. AT 6AVL
INATER 5UFF I C I ENT TO ALLON 6ROUT TO
5. DESIGN, UA Y, AND SAFETYERECTION FLON I NTLe. JO I NT5.
BRACING, SHORINC5, TEMPORARY SUPPORTS, ETC. ,
16"O.C. 15 THE SOLEN I I I ON "I' . CLEAN CONCRETE 5URFACE-5Or ALL L.A I TANG
U.N.O. AND HAS NOT BEEWCONSIDEREDY THE ARCHITECT. I TO SETTINGL. GK .
EMPLOY L MEASURES NECESSARY TO MAINTAIN THE
ISROUT L1STABILITY THESTRUOTURE THROUGHOUT . MAINTAIN TIG I N T OFOELL5 A
ALL CELLS CONSTRUCTION PERIOV. REQUIREPTO PROVIVEA MINIMUM UNOBSTRUCTED
• ALON&SPAN CORE OF 51IX511 .
�► OF LINTEL
FOUNDATION
S"
PUN I
UT L I L L
.
2UT LLp CELLS CONTAINING
REINFORCING,INR I N ,T1 1e I N IL BEARING, U (SBP) 1 , ANCHORS, IN T .
2- U.NQ. MILIN TI ATI N OJ. N 020005-001
LIN T 1 -25-2000Y L I HT N Qi " . TOOLALLJOINT T TI T, L16HTLY CONCAA
VE
NIN CHINO, GA! MAINTAIN I T AT FINISH
BLOCK
� "MINS H J CT I COMPLY I ITS
« 2• U N .
LUMBER .
FILL: CLEAN, NON-EXPAN51VE MATERIAL FREE OF
6 1 , N L V ► N AN I G LAG U CONTROLLED M T I 1 . LUM . DOUGLAS I T1�i LL.oY�(I N
TYPICALN ► ►N L. ► UNLESSTH♦ I . UNL NOTED OTHf I . MAXIMUMMOISTURE
CONTENT: 16%
5. EXTE
� DIAMETER E�OF MINIMUM) 12"MIN, 2• U.N.O.U.N.O. . . # OG VA
`�° TI UN. I TU NATURAL I L
2» U.N.O. 6"OeG. FOOTINGS, IN I N MAG F'ILL T I T I V USE MEM5ER5
IA T INF I IF SUCHILL, 15 DETERMINEDWI . JOISTS AND RAFTER5
#2 TO#5 I LU5I
X e4 TO 4 X 4 INCLUSIVE N .
N AREA RUNOFFN A I X 6 T X 1 INCLUSIVE NO.
10d FOR#14 181 DIRECT M U I
IN LDIRECTIONS.
Y z L.
HOOKS NDS ii...p-;1- lo 1 5IN6LE USE MM
AM
HORIZ 1 TIES CI .UP GROUT REINFORCING 5TEEi- 4 X No.
CLASS LIGE LO.M.U. A 5P f r LI X O LA 6 NO. 1
1
AS 1Z.feINF. REINF1 . COMPLY NITHA A6151 6RADE5 AS FOLL01-',6: POSTS AND MULL.I ON
FOR . ► L, JAMB 4 X 4 AND SMALLERNo. 1
ANV SMALLER
X 6 AN0 I-AR6ER NO. 1
46 DFOR MASONRY AND LARGER ASTM6RAVE &O & X 6 AND LARGER N . 1
2'-OMIN-
UNLESS
NOTEP-OTHERNISE. MISCELLANEOUS LUMBER
5LOCKIN61 FURRINC ETC. No.
LAP 5PLICE5USE LON HYDROGEN YeLDIN6 RODS FOR ALL PeLVIN6 DECKINGIAND SHEATHIN6
OF X, 4X COMM t L e
IN1'� GIN A NOT L.AA X, X•
COMPLY I TH I N
� �,� IN INCHES L.A SPLICES AT CONTINUOUS TYPICAL LL A I N UL. 16
REINFORCING, AN VERTICAL LUMN IN IN : OR THE T C T LUMBERMEN'S ASSOCIATION.
A 51 a ( II DIAMETERS40 BAR
I MASONRY,r
50 BAR I M MINIMUM LAP IN CONCRETE. 5.
U . U A DOUGLAS FIR T ALL
MA N
1F
60D 6RD GRP C-00 G C LG
Fc ( LI IN I ONLY A N NOTED. L THAN ABOVE
(�
TAIN ARCHITECT'5 ARCHITECT' APPROVAL PRIOR TO MA IN
G ® ( f7 I 2T bi a6 TBARS
SPLICES T H L GTI N . 4. U TU L L : 1 a l PLYHOOP I N
A 12 12 f iq 6 35 BOTTOMSPECIFICATION 4 LATEST T A NT
5. L.I CES I N APJAC.,F-NTHOR I ZONTAL HALL
S 15 22 21 55 40 0 W 101 124 TOP BARSI N GTN A . " MINIMUM U L. NOTED 5. DO NOT CUT STRUCTURAL M FOR PIPES, TC.
2500 12 16 20 25 05 borrOM
OTHM"15E. UNLESS INDICATED OR NOTED OTHeRHI$E.
CLASS
G Iq 241 104 52 65 TOP A
2500 116 0M P
IQLIOI N AND/OR M I NSTLL X 50LID LOCKING N JOISTS T5 O
14 0 26 53
THE A I A NUM A T I GAL. L A ALL SUPPORTS,
5AN CUT JOINT 0 N • ,
--- I/.
ON UREINFORCING, I THMINIMUM
I I
UMPROJECTION
f E CL5"0" T , V "-2 " 0! U TAN L LI U N
" . O HOLES
LT 1/5211
TO 1/1611 LAR6ER
1, CfG INP C $ ICK 5 T I T O L T I N O I T THAN NOMINAL OLT DIAMETER,
BUT NO 2. 5 TDI . IN I L .1ZONt 1N1 G ° " F TTOM , A IN N HITHBUT NO 55 THAN DIAMETERS. STA X X X OV I ALLBOLTS"1 ! U LI N O I N6, ANG BOLT5, AN H UNDERA AN /Q NUT. SCHEDULE.
OTHERINSERTS IN LA I PLACING
RLL 1 T CONCRETEUTIN MASONRY. TI H N L LT I T APPLICATION
6°x { I f A T PLYHOOP, .
T "
VI T LL. IN MINIMUM CLEARANCES
IN I T °
MAKENED PLANE 1NT$ BETHEEN REINFORCIN6L ADJACENT 10. USE SIMPSON {i f! � {I G �f , OR ff HALF BASE"
>a 3"
MAS
a MATL=R I : CONNECTORS AT BASES AND CAP5OF ALL POSTS
N
UNLE55 INDICATED OTHI I .
i® #5 YeAKENEV-PLANE %JO,hl
L t (UNFORMED)
/�
4 U O M ) if CLEAR A
L 6/ (FORMED) CLEAR11 . CONN GTINO HA , JQI HANGERS, TI
2 101-0
It 1 f{ CLEAR STRAPS, ETC. -. I M ON " N �-T I " UNL. 5
INDICATED OR NOTED OTHERHISE.
HOOK AR5 WERE.1 2t 4 11-60MIN n . OBTAIN ARCHITECT'S OVAL. I ToM*r:OF F
2i 5 THAN 2'p0" AG REBENPI N LAREINFORCING NA I L.I N M /
MTMOMW - ,
( LI C.I. 1 2" 10. VI MINIMUM LREINFORCEMENT 1A''1N. . NAILINGL_ITHROUGHOUT 11
Le. I AR L.I GA L ,
., - LARC-CR VAN PROJECT UNLESS INDICATED NQ T I
.� ( 1G CONCRETE - L ON 6RADE
2. NAIL! OX O G M ON HIRE I L ; USE COMMON
2• 0 S. IPAYSHI ATL. HH NAILINGI H IN
MAKE A fNl1 1 . I X
CONNECTION TAIL_
IM DMOM 2. SLAB FINISH; LIGHT T M FINISIH UNO I=1 5T LAN CHECK (REFER TO NRITTEN 5R Na ) 51 MAY 05
L( . No
PI LO NA I L I N CH VUL
BA
IN THIS PORTION
DESCRIPTION OF REVISION DATE CITY
F TI JOI T F~ AT ALL APPROVED:
BE
A IN ♦ NAIL EACH I �-
{ cc
FOR NT O BOLTS L_OGKINT JQI T CITY OF RANCHO CUCAMONGA
use 50Hr;:vULEUNLEaS
51-0"
'C ►sa N .
MAX'
FT M. TNAT STEP
C J I T O , p
DT
TO NAIL. EACH SIDE EACH N 1 Q
LAVATION FILL
. a
EMBEDMENT L TO JT BEARINGS,MIN
° d (°' UTA (f {{ ►t GENERALNOTES
LI T NAIL. EACH I -� lop
0 STANDARD DETAILS
4' LT IN MASONRY {{ {D 2
Q I LOCK I N
/ CONCAM FILL SAME AIDTHTO BLOCK AND BLOCK
o
_• .. a. . I
I4ID
FOOTIN6AND LL NIPTH OF
TO CONTINUOUSNAILER4.
7' , MACHINEL °` { (TRENCHTRM ISLEEVE
"MIN) P FILL BEFORE
• � T/ 1`
G ANCHOR LT FOOTINGI 15 PLACED LY^0QA NAILIN : SEE DETAILS
-- 1
a
DATE
NG A M (D► atff
AND/OR SCHEDULE CITY APPRENGINEER RCE:VED B
♦ 2�E-
O NQM:
1~ P► { {{ W TTOM FOOTING, YMkz
1 Y+II , FILL. ��' < DESIGN PLAN PREPARED RY:
.,,, ,� c .,�. RECOMMENDED
No.C-3s JRM JOHN LCHER,AIA ARCHITECT
A�DATE r DRAWN CALIFORNIA ARCHITECT LICENSE NO.0-3513 SHEET
qs
PRIG 2007 6779 TREELIN PLACE
''q� '` WDM RANCHO CUCAMONGA,GA 51701 L-1 8 OF 26
5TANLoAKi1./ T A I L c7=N=m-jAL 1AF �F 909.266.8777 FAX 909.943.6677
Ole
fi GAS CHECKED DRAWING .140.
'n 2A
N05CALE NO 5CALEJRM _ DATE 9 JUL 2004 w_.. . FILE NO
KNOX 5OX INSTAL.L.ATION
CHECKLIST FROCEZ�U ES
.......... .. ....
Rancho Cocamonga- Fire De 'artment
P
Ffire. -Safe-ty Division. Standard
R A N C H 0 C U C A N4 0 N G- A
tie� Rancho Cueawonga Fire D* tfle
A
N E P V I CE 6 Knox Box Insta-flat4m
F .1 P- .f 0 N Z T P U C T 10
15 U, I L D I N G AND & AJL` TY Standard M, 69-3 Effe,�dv% 1/30/03-'
............
9 0 9 4 7
Page .1 of 2 Revilsed,. 1/.29/04
IENT
TEMPORARY POWER RELEA89 1. IN
CHECKLIST PROCEDURE'$
To est4bfish consisteAt guidelines fortho iiistal.[Afiosi of a K nox box serving' 'buildings withjzid.i6.Fftq
Dllstri�A- Emargene-9 Contoat informatlon, Emargencq Madical Request Froaedvres 4 Acaoss Informotion
THE FOLLOWING ITEIV.-S ARE MEQUIRED TO BE COMPLETED P.RIOR TO POWER
IT. AUTHORITY
RELEASES*#
-D Ordinance 39�and 200-1 CFC Article,90;
This standard is in accordanco with'-RUP
WE
THE.CONFIDENTIAL SUSIh'q.$S OCCUPANCY INFORIVIX.tON AND UTILIT ES SHUT OFF FORM 0
FORM)MUST BE�COMPLETELY FILLED OUT AND SUBMiTTED. Ill. ADCfT-ED �jTAMNDA
2. TWE.FIOE DEPARTMENt AG-dESSqHALL BE GOMPI.'ETED 1:i�R,THE APP.R OVED PLANS AND RCFPD
I. When rqquired by the Chief;.Knox'boxos-rr,,ust.bp lin8tall'ed on buil-dings-within the Ranchd Cuc4nionga
STANDARDS. THIS INCLUDES AC PiVING AND I'D'_-'NTIFICATIb.N OF 0kE,'LANES.
'tr
FireDis -ipt W the following Manner:
TED, AND FINAL
3. THE UNDERGROUND 'FIRE LINE MUST BE COMIPLETEL� NSTALLE TEST
q,
A -stalled on th�,- wall of fiie-�ulldin yvit, in 10 fbet of the froiat door.
ACCEPTANCE GRANTED. FDC'S., PIV'$ %D BACK FLOW DEVICES MUST BE PAINTED RED., AND Boxes shall be Mi The�Knox box.
-IGNAGE AND BOLLARDS �MIJST BE IN.STALLED IN -4 with bar. surfaci;-..
HYDRANTS MUST BE PAINTED YELLOV f S shall.be installed in the AreM ih W-hkh 0ey are readily accessible d
ACCORDANCE TO.RCFPD'STANDARDS,
6c from ffi�.., 44j
B, The top ofthe box sh411 be'Installed no�,Aig�er th4n 6feet nor lower-than 5-f t acojit
4. THE OVERHEAD.- FIRE: SPRINKLER SYSTEM SHALL BE ' IN$T TEMD AND FJNA�
ground tevel.
ACCEPTANCE GRANTED.
�Aet.4s to be clearly visible fr,(.-e f
5. THE FIRE ALARM (SPRINKLER MONITORING,. SMOKE DETECTION, Oil EVACUATION SYSTEMS). C. The box must be installed i such,a inai And
in row any6bstrt-wtion
REQUIRED SHALL HAVE PLAN' CHECK APPROVAL, OE COM'PLETELY INSTALLED (INCLUDING "('nc1ttding.trw-�.-bughes, otc..
READY FOR TESTING.
PHONE LINES).AND MUST BE
D. 'W the box i's eqj4ppted with a tamper, s*i4c.14 tide "A' ia6itheryellow orwhite, shall beplaeod
6. ALL THE. REQUIRED EXITS SHALL BE COMPLETE AND LeAD.TO A PUELIC WAY-,. THI$ INCLUfjE�.$ -
AVING THAT WOULD LEAD 0IT SYSTEMS TO A PU800' on the door of ft box..
ANY �CONCRETE 'FLAT WORK AND AC P
WAY.
T- he bbx,�hall ubt bi�painted, as-this hauip0rs and in sorne
E. cgses�prohih-its eotry jr1to the box.�
bee4 paimed raa4t be.vplaced.
7.. ALL THE- INTERIOA ILLUMINATION INCLUDING THE EMERGENCY LIGHt NO AND THE EXIT SIGNS Bokes that hav!.
SHALL BE INSTALL�Q,, Tj1F, LIGHTINQ SYSTEM'MUSt BE READY FOR TE TING.
The rod rofffctive Knox box decal must be placod oti the.m in ontrahee-;,door of the s
uik�5' above
'E
8. ALL .-FIRt EXTIN0Ut6HER$ 5HAL4 BFz INSTALLED. THE' MANUFACTJRERS DATE MUST B
the adj'acent ground levol'.
CURReNT, OR THE UNIT MUST BE T-P�GOED, THE TYPE AND-SIZE OF EXTINGUISHERS MUST
BE PERs ROWD,STANI)ARD�.
ox is.Mat in
(1) Whim a Knqx b 411adi a n-Mtkeaant-buildiftg, a dcoal sball be pl;�ced on-the m.ain E" 'T '^A7A":;)AR1:� "OTE50"
t� N N
.9. ALL THE FIRE PROTECTION*SYSTEMS REQUIRED FOR ANY SPECIFIC HIZARD SHALL HAVE PLAN eat 00 -Addift000'l decals.,mua be purchased aild Installed prior to callhig
y d ' r of each.suite.
CHECK APPRoVALI AND 8E.,INSTALLED AND READY,*FOR TESTING. for thkal fire inspettion.
10. ALL HAZARDOUS MATERIALS SHALL HAVE. PLAN CHECK APPROV.A ., THE BkJILDING SHALL
G.. Exi-stingbuildiagg without KnW.,,, boxesorwith anivadequate amotint of boxes m-ust'be
IDENTIFY THE MATERIALS TO BE USED OR STOREO IN ACCORDANC5 TO 6�FPA 704.
A b 'in 'On
I . -tQ the ftaJ sp-coit A. Before maklnt3 o request for final fire Inspedlon, pleose rood and aomplq vAth the opplicable RCFFD
retro-aofivply e�quipped with.a Kim bo-N or addition ous,prior
notes.
11, THE KNOX BOX,SWITCH OR PADLOCKS SHALL-EITHER BE INSTALLED 08 kDERED.
H. Multi-tenant build�ngs over 50j000 sq. ft. Shall be furnished with more than one Knox box. Tho
1� 5. A fire InspeatIon ond final opproval Is required before, the bvilding deportmont N111 accept o building
MUSt HAVE L[GHTING
1.2. THE SUILUING�ADPRESS MUST BE INSTALLED. THE ADDRESSMUMBEf ks 4tion.of the,Knox boxes sball*bc approvbd by the,Chief, f1mol Inspeation request. Floose ooll Fire Construation Services (F05) to requost oil fire inspections cit
10C
INSTALLED TO PROVIDE AUTOMATIO 1LLUM'IkATIQ' .N DURING THE HOURS OF DARKNESS. (41041) 4"111-2
1. When'build' gs have fire,protectioift'eqvi tit rooms aceessibk from jhe exterior only,an
1-3. A OOMPLETE SITE PLAN-DRAWN'ON 8 Y2" X .1,11' O.R.11"' x 17' P,�WER I-D0qT(FYING* THE LOCATION pme 0. A Knox box must exist on the building or a Knox box must be purcho5od and installed in accordance
'it , ihe fire equipment roorn.
additional Xnox Box shall ba prQvided i.: ihe-door of ,FFr,> poliq before finol Inspection.
OP THE FOLLOW-ING.ITEMS Mus-r BE SUBMITTED, vilth RC
U. The, kog to the building or suite must be 91van to the, f1ra Inspector ot the, time, of finol Inspection, The,
A. THE BUILDING FLOOR PLAN AND LOCATION OFTHE ADDRESS NUMBf;�RS,
1GATES.;-ADJACENT ROADWAYS, AND FIRE LANE$. key must be iaarked idenfii�4ng the sifite to which it provides access or kou v411I be lorkod In the Knox box for f Ire department emargency aaaase.
13. ACCESS POINTS All s placed inside the.box
LOCATION OF ON�S-ITE AND OFF.ZITE FIRE HYDRANTS., PIV'S, RISEM.FDC'S.
C.
whlcJ-i diovlcee it opexat!,:%(a key tag may �e oat.ached-to the key), E. Fire, extinguishers must be Instolled per RcFFP Fire Extin5pishor polirq. 5tort the plocoment of fire,
D. -KNOX BOX LOCATION. extinguisher near the exterior exit doors. Mount the fire extinguisher In o v1sible ond orcessible location,
E. FIRE ALARM CONTROL PANEL AND KEY PAD. -fire,d ep artm efit 5 1/21 to 51 above, tho PhIsh floor to the hondla. Buildings P41th multiple, floors must hove, at JeC15t one: f ra
K. During. ihe-final occupancy inspe t�on, flie Knox box must be locked by the
F, UTILIT�ES SHUT-OFF LOCATIONS(GAS, ELEOTRIG, AND WATER)� �0- 1, . I . extinguisher per floor. Light Hazard (off leas, c-lossrooms, rhurchas, assembly rooms, reeldentiol)
-ARDO US MA-MRIAL USE A ND.-STORAGE. personnel,with allthe proporly identif od keys inside. The Knox box-door sh6.11 be attached to-die ve 0
G. OTHER FIRE SUPPRESSION SYSTEMSt HAZ oracuponolas require, "2A10130" fire extinquishers. The maximum co r go orea Is 51000 eq. ft per
box wi the-ch in provided.
ith al oxtingulsher and the. moximm travel distance is -15'
14- ALL THE REQUIRED UIRIFORM FIRE CODE PFERMITS-SHALL HAVE SEEN ISSUED AND THF,_
-8. HIGH PILE 'STORAGE, LPG, COMBUSTIBLE LIQUIDS., F. A Confidential Business Informotion form must be, N11od out by the oarupantloy4ner prior to finol
NECESSARY PLANS A -PROVED, (I.
L. Additional Knox boxes may be desired'�,)y tbo ownea/becupant and/o rqu r d by the VireD triet.
loo�ation.of thesa Knox hoxos shall lk).e apPfo edbytheChief r-ko installation. Inepeation ond be providod to the, fire Inspector. The, form is avcflloble from the, Fire, Construction
ASSEMBLY USE,WELDING, ETC.) The v PnQ
5arvlaes (FC,5) counter.
15.� PROVIDE A LETTER*OF INTENT FROM THE .0 WNER AND/OR TENANT ON D'MPANY LETTERHt�AD, ------
ulled, The keys req i ed -f r th.0 M- aiu. d e, yqo e, supply. Contoat
SIGNEDBY AN AUTHORIZED COMPANY OFFICER OR THE OWNER. RE, UESTING TEMPORARY M. A master kqy is preferred,but not req r in the Knox bok-are 0 6. Before Imbor is dropped, RCFFD must approve the f Ire =4ass road an th t r
fom,key hiculat gates, contro v v breo a '71-2-115 to 000rdlnote the Impaction, rihon the projeat Is readq
I al es� way the Fire Construation eervices ot (c1001) 4
POWER. INCLUDE A DET.AILED ANALYSIS OF THE PURPOSE FOR A TE, PORARY CONDITIONAL entrahce to the suites. Pad k s for pertorinel AM Ve k
id elevator recall, for Inspeation, -------
RELEASE, AND NOTE THAT 'THE BUILDING OR SUITE WILL NOT BE 0" CUPIED OR USED POR pad locks, fi're.alann panels,roof hatches,-electrivM rocim.,mechanical rooms W
STORING MERPHANDIS-E. (SEg-ATTACHED,8AMPLE LETTI�R) ------
FOR TEMPORARY POWER OF ALL SHELL BUILDINGS, PROVIDE A LETT Z OF INTENT FROM THE
WILL NOT B OCCUPIED UNTIL THE
DEVELOPER AND OWNER. STATING, THAT f-HE BJUILDING
FIR5T PLAN CHECK (REFER TO NRITTEN RE5PON5E5) 51 MAY 05
BUILDING AND SAFETY*DEPARTMENT RELEASES OCCUPANCY TO THE JJILDING AND.THAT T.HE
THEFIRE ALARM AND:r,15 BUILDING SYSTEM$.
POWER RELEASE IS ONLY FOR TH� T25TINGOF CITY
IFSOME FEATUFkE8'OF THE BUILDfNG.-REOUIRED FOR 000UPANCY HA E NOT EEN NSTALIX13 DESCRIPTION OF REVISION DATE APPROVED:
Ll PA 'T ------
PLEASE.NOTE EACH.SPECIFIC ITEM-SUCH AgLIGHTIN Gt EMERGENCY I JI INA .1014, EXIT SIGN$,
-fC' (SEE ATTACHM SAMPLE,LE-Mk)
E
CA3C
CITY OF RANCHO CUCAMONGA
F SS 0
UIRED, THE PLANS MUST RF. SUBMITTE) AND APPROVED PRIOR
WHEN AS BUILT PLAN$ARE REQ
TO ANY RELEA5E.
RANCHO SUMMIT - PARK A
Lu
ALL CONSTRUCTION WORK CONDUCTED AT THE TIME OF POWER REL ASE MUST HAVE THE 1 160 RCFPD PROCEDURES AND REQUIREMENTS
CD
REQUIR150BUILDING PERM11T.,
FCT
19, FI'RE CONSTRUCTION SERVICES (FC9) FIELD. PER$ONNEL SHALL R;-4EW ANY ITEMS- -NOT
b
COMPLEf ED WITH THE.FCS SUPERVISOR.
PULTE HOMES/DEL WEBB
APPROVED BY: DATE: ;?114501do4l
C11Y ENGINEER RCE: 2 2�
AR
DESIGN PLAN PREPARED BY:
RECOMMENDED
NO.C�0: 13 JRM JOHN MELCHER,AIA ARCHITECT
CALIFORNIA ARCHITECT LICENSE NO,C-3913 N
E L DATE
2007 DRAWN 'SHEET
APRI 6779 TREELINE PLACE
RANCHO CUCAMONGA,CA 91701
WDM L-1 8A oF
909.268.8777 FAX 909.948.8677
C DRAWING NO.
CHECKED
JRM DATE 9 JUL 2004 FILE NO
L END
GENERAL NOTES
PLUMb NU ANU � � UL 8
XTUREFI SCHEDULE
SYMBOL ABBREVIATION DESCRIPTION
KS 1. THE TOTAL INSTALLATION SHALL COMPLY Wl eH ANY AND ALL REQUIREMENTS OF THE LEGALL Y
SYMBOLWASTE TRAP VENT OW HW REMAF MANLIF NO.
CONSTITUTED AUTHORITIES HAVING JURISDIC/ION INCLUDING 2001 UBC WITH CALIFORNIA o�lAll Na.
DETAIL REFERENCE
AMENDMENTS AND 2001 UMC/UPC WITH 2O01 CALIFORNIA AMENDMENTS
.
SHEET No.
PP „ // PENAL -WARE 1679-1 .
1�-1 2 - ADA COMPLI T WALL MOUNT W 179535 2 THE CONTRACTOR SHALL VISI T THE SITE PRIOR TO BID AND SHALL THOROUGHL Y FAMILIARIZE SECTION REFERENCE
WC-�1 WA TERCLOSET 4 INT. 2 / WAL SLEEVE
F-t
HIMSELF WITH THE EXISTING CONDI TIONS UkSER WHICH HE WILL BE REQUIRED TO WORK `
STACK/RISER
W/A PPRO VE 0 VACUUM BREAKER WOODFORD MODEL 124P PLUMBING STACK OR RISER .REFERENCE
HB 1 HOSE B1B8 -- 314 LOCA TE FUND LAV LOODR KR W1 BACKFLOW 3 ALL INDICA TED DIMENSIONS ARE APPROXIMA TE AND ARE GIVEN FOR ES77MA TE PURPOSES ONL Y ID. Na.
AS REQ D B ITYBEFORE PROCEEDING WI TH THE WORK THIS 'ONTRA CTOR SHALL. CAREFULL Y CHECK AND VERIFY EQusP61EN C
WALL HUNG 5 GPM) DURA--WARE , 1953 W/ OP ALL DIMENSIONS, SIZES, REQUIRED CLEARAA, ES AND SHALL ASSUME FULL RESPONSIBILITY FOR EQUIPMENT REFERENCE
I—1 LAVATORY 2" 1 114" 1 1/2" 112" 1 f2"' ADA COMPLIANT T VALVE #1736 rE THE F1 TT/NG OF AGL EQUIPMENT AND MA TEfAL HEREIN REQUIRED TO OTHER PARTS OF THE �u oaf
TRAP SNCL RW RW RECLAIM WATER
J.R CA CA COMPRESSED AIR
SMITH 2005—•A�-R--P6 WORK OF OTHER TRADES
" 1 1 2" 1 1 " -- W1 TRAP P ER 5 SQUARE#T®P
FD-1 FLOOR DRAIN 2 2
/` /' TRAP PRIMER CONNECTION 4. THE DRAWINGS ARE ESSENTIALLY DIA GRA MR,ITIC TO THE EXTENT THAT ALL OFFSETS, BENDS, CA CAO COMPRESSED AIR OUTLET
WALL MOUN HAWS MODELfW119SPECIAL FITTINGS AND LOCATIONS ARE NOT EXACTLY LOCATED. CW COLD WA TER
1 1 2" 1 1 2`" 1 2"' ADA COMPLI r W167.00 MOTING PLATE
DF I DRINKING FOUNTAIN 2 1 1 / 5, IN THE PREPARATION OF THESE DOCUMENT", CERTAIN ASSUMPTIONS ARE MADE REGARDING HW HOT WATER
SS FINISH
PP „
WALL HUNG 0 GIT)
PENAL—WARE 1707 EXISTING CONDI77ONS SOME OF THESE AS`:�UMPTIONS MAY NOT E VERIFIABLE WITHOUT —� - HWR HOT WATER RETWN
U-�1 URINAL " INT. 1 1/2 3/4 -� 17,E AFF A . CONTROLS W1 1795--41 EXPENDING ADDITIONAL SUMS OF MONEY OI` DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE S or W SOIL or WASTE A80VE GRADE (or FLOOR)
0 44 AFF X - WA SLEEVE PORTIONS OF EXISTING BUILDINGS ANDIOR EQUIPMENT THEREFORE, THE ENGINEER SHALL NOT BE
PRECISION PLUMBING HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXISTING S or W PIPE BELOW GRADE dor°FLOOR)
rP�1 TRAP PRIMER 112" Wl TH ACCES ANEL PRODUCTS PRIME—RITE CONDITIONS - --� --- -- �----- -- V PLUMBING VENT
112" INLET & 112" OUTLET w_--_—_—_--_—. -- PO POP—OFF DRAIN LINE
PRECISION PLUMBING 6. ITEMS RELATED TO PLUMBING UTILITIES ANG;/OR OTHER SERVICE(S), MATERIALS, LABOR, PERMITS, CwV CWV COMBlNA TION WASTE AND VENT
WHA -I WATER HAMMER ARRESTOR _ �- VARIES SEE PLANS C R SIZE PRODUCTS SC--SERIES FEES, ETC, SHALL BE VERIFIED WITH THE T ESPECTIVE SERVING UTILITY COMPANY PRIOR TO
WITH ACCESS PANEL SUBMISSION OF A BID. THE ACT OF 50RUirTTNG A BID SHALL CONS777UTE FULL RESPONSIBILITY GOND COND CONDENSATE DRAIN
OF THE CONTRACTOR TO INSTALL SERVICE(,) IN COMPLIANCE WTH THE REQUIREMENTS OF THE ' SD SO STORM DRAIN ABOVE GRADE (or FLOOR)
SERVING UTILITY COMPANY AND THE MECHANICAL ENGINEER. THE CONTRACTOR SHALL BE RD/OD R910D ROOF & OVERFLOW DRAIN ABOVE GRADE (or FLOOR) n
RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEPTING THE FIRST GAS LOW PRESSURE
BILLING DEPOSIT, G
MPG MPG GAS MEDIUM PRESSURE,
7 THE CONTRACTOR SHALL COMPL Y WITH ALL CONTRACT DOCUMENTS IN LA YING OUT HIS WORK AND LPG LPG LIQUID PROPANE GAS
EQUIPMENT HE SHALL COORDINA TE THE 9,ORK OF THIS SECTION WITH THE WORK OF OTHER AS AS AUTOMA TIC FIRE SPRINKLER
77MDES AND ALL JOB CONDITIONS
CS CIRCUIT SETTER
8. THE INSTALLATION OF ACCESS PANELS OR ETHER INDICATING EQUIPMENT OR SPECIAL 77ES SOV SHUT OFF VALVE
REQUIRING READING, ADJUSTMENT; INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CV SWING CHECK VAL VE
CONVENIENTL Y LOCA TED WITH REFERENCE IO THE FINISHED BUILDING.
- - PRV PRESSURE REDUCING VALVE
9. ALL EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ANCHORED P77? PRESSURE—TEMPERA TURE RELIEF SAL VE
IN ACCORDANCE WITH TITLE 24, TABLE NO 16 A-0.
RPBFP REDUCED PRESSURE BACKFLOW PREVENTER
10. THE INTENT OF THE DRAWINGS AND SPECIFI:
GRADINGGENERAL
w:
1 . CONTRACTOR TO VERIFY GRADES AND NOTIFY LANDSCAPE ARCHITECT/
tBMWs"
woo
CITY INSPECTOR PRIORGRADING
e t7 4
000
Tom*
,
r ..•`'r i
2. L EXISTING
gooOf ,
,
o
n z .^
Y '} 3. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING
4 s.e
I ♦ ITH SMOOTH AND CONTINUOUS TRANSITION
rz":n qr Y,
1
ap _ .. _.: .....__.... „ ; ALONGI .
.r
5olo
. V 4139.7
................ ..............,,......,.. ,,.....,.... ,.............., 1 ,._.......... ..,....,........-. f
_ ._
MAXIMUM
...
504
.__. I! L LOCAL AND COUNTY REQUIREMENTS.
Fos, 50
av .
f _.
•
o •
•
\ — I TCONSTRUCTION , I IC
2LOCATIONS, EXISTING DRAINAGE STRUCTURES, STREET IMPROVEMENTS,
.50, a.., i
S
. 4 <
F
i
E
_ I
AND FINISH FLOOR ELEVATIONS WITH THE ENGINEER. NOTIFY THE
.•i
ARCHITECTLANDSCAPE IMMEDIATELY C
d L " ♦ 413a,40 F
6. CONTRACTOR SHALL VERIFY PROPOSED DRAINAGE INVERTS.
i \t.` • 1 • • 4 i 1 war _S.
F,S,G, 500,57 Ole* B C 7. ALL FINISH GRADES'' IN PLANTED AREAS SHALL BE 1 BELOW ADJACENT
,,• S 4, ~4 h t\
;
WAY
I I
\ \ INV, 4c31B,47
IM 4WA5
I ,
• ; • ABBREVIATIONS
• oder • 4 of
, ^,.rte • f ' � f 9
f z • I
INV- 4S21,35
<� ° ®`''�
f 'r -r • ` t 'Z `p ? x �F;
' (5
00) EXISTING CONTOUR ELEVATION L.P.
LO
POINT
I V♦ 4B13,36 + (500) EXISTING SPOT ELEVATION MIN. MINIMUM♦ ♦ + 500 SPOT ELEVATION NO
RTH
s_.F., , 3, R RADIUSMEASUREMENT N.I.C. NOT IN CONTRACTMG
500 PROPOSED CONTOUR ELEVATIONN.T.S. T TO SCALE
B.C.R. BEGINNINGOF CUR RETURN O.C. ON CENTER
rB.O.C. ACK OF CURO.D. OUTSIDE DIAMETER
BOTTOM OF STEPS P.A. PLANTING
` — ` • ® , '«ffB.W.
e m BOTTOM OF ALLP.L. PROPERTY L
iN
C.B.
CATCH BS{N P.O.C. PINTCONNECTION
, C.I. CATIRON
. C.J. CONTROL JOINT I ELEVATION♦ a ' 't CENTER LINE RIM. T IELEVATION
C.O. CLEAN OUT .O• • RIGHT OF WAY
r» fa `, ..f.. l X .� ,�. • • � .® i . �� f u. I ♦
CLR. CLEAR R RADIUS
D.G. DECOMPOSED GRANITE S SOUTH
\ , f,. �,•
'_ _ IF. x ate 1 r`k"/$`'y • f' � G ,t • i t Ii DiA. DIAMETER CH SCHEow
DULERIM, 4c37,5 E EAST SHT. SHEET
E.J. EXPANSION JOINTS.J. C JOINTINT I ♦
Y SIKA OR EQUAL MFG. Sim SIMILAR
♦
♦ ♦
r P =
V '
Q. EQUAL
, SQURT♦ ♦ o �° F.F. FINISH FLOOR T TREAD
' `'x IT F.F.E.FFINISH FLOORL ELEVATION T.B.G
F.G. FINISH GRADE
T
T AND BOTTOM F.L. FLOW LINE O FLOWLEVEL T.C. TOP O
F CURT ♦ ♦ F.O.B. G T.F.
TOP OF FOOTING
1.;.ka•;r, b'St ,41, „' .., „µ.'
F.O.C.
. FACE OF CUR
T.G. TOP
F.O.P. T
TONGUE GROOVE
INV
t2
01r `g CTUT.O.C.Q TOP OF COPING
F.O.W. FACE OALL TOP OF T
I I F.S. FINISH SURFACE T.O.S. TOP OF SLOPE
d , i
INV k
2- `4�
r
—GRADE FINISHT.P. T
PILASTERTE
G,B, GRADE BREAK T.S. TOP OF STEPS I 1.7 H.B. HOSE BIBB T.O.S. TOP
09"
...
M, 495,4 OF SAND
} • • 4;
r
...`r \ ., ° .. r. � ♦
• (i'a Ry9°,.x
H.C.
HANDICAP PARKING SPACE T• .S< TOP O
RUBBER
SURFACE
H.P. HIGH POINT • • T LLFLFG Cmg,PT
HT. HEIGHT P L
I.D.IDINSIDEDIAMETER T
a
r. ;dSECTION INV. INVERT ELEVATION
T
G .
,. N. rT
'�� A jT)LPja
L LENGTH O LONG WITH
v _ /
G /Q WITHOUT
4C—)r2 AO
..fit`' t"1 ,\ f r"' 'r.` • jf !
A55REV IAT ION LEGEND
R IM, 4136,4
,r
P
iV4
♦ PROPOSED SPOT
.t
ELEVATION1211 sou `r
1 ,
.� s:l:� ;` J- -iRATE
ala—
FG. 3,
OR INV 40c.!i,7
+ (500,0) E><ISTNG SIOOT ELEVATION
PER CITY STANDARDS -
WLTED DOWN
FLOW LNE
° � � �� 7 C>PIEGtIG?N OF PLOW
4"169" SDR SCH 40
fa •
1 T ® t
.,fi ti h � S` ` • AND
0 r
' t"tV`F �f rAT CHANGE (:,F DIRECTION
® tt' C
o„
r^
R
., / .
12" WR SCH 40 PIPE
E-CIRI ENO OF CUR15 RETURN
FACE Or- CUR15,
El
NOTES:.
c I k f�
F11111
FACE Or- WALL
CD
, , t
SHA2, ALL PARTS'3tALt BE GALVANIZED.AFTER FABRICATION.EXCEPT THaT GRATINE2SLL F3E A$L,I*xCEPT THATEND SPACERS 'MAY BE:OAST IRON.ALL PARTS SHALL BE STEf„1 \ ¢•''w is :F / "RS f �� .-.- ?.� �_
SMBLE4 AFT ER C4tltt CJTVEtdY' ART SAFtE GALtIANtZEQ. r INV ® r • C.
3, ALL DIMENSIONS ARE FINISHED DtMENSIQNS'.AND`INCLUDE GALVANIZING. \A 'C=• • `a,,^ �'' f Crt._..D LF_.........j
4. ALL BOLT HOLES SHALL BE SM7 INCH DIAMETER. `�'' ''s / ° "� ..
5, ALL THEIBADS'.SHALL C3E NATIONAL COARSE'SEFII�S'(N�l: *, � � ° ! � �I �L��� r~®�`��� D
x
6. CENTER`SUPPORT,ASSEMBLYREOUiRED'WHEN TWO ORMORE,GRAT.INGS'ARESPECIFiED-ON.PLANS: INV
LA 4010
,p
L -64'IN.CHE5 FOR'.CURB OPENiNG.CATCH[sAS1N'WITW dRATING(S)AND'DEBRIS SKIMMER(STAN- \ ,}e • `+' r C=::) ) -
DARD`PLAN:301),
t
L=,44.INCHES'FOR`CURB f3PENiNG:CATCHBASIN WITH'GRATiN6(S)"(STANDARD PLAN"3M.
L. 3&`INCHES FCfRt►RBSil)E:GRATING:GA7GH:HASIN(SfiANt1ARR PIAN 303}. ti __Y_
. "w x:) '`` , �1 ..2";
• V ;'
L-,36'INCNES FOR GRATING CATCH BASIN-ALLEY'j-ONGiTUDINAL) STANDARD PLAN 304: °'� � U ♦ �► ! � � �`'s�'.a✓ ¢ a _ !
�,, NERS 9 3
}. fd
.:�w, o �`:x ' x
7. WIDTH OF SPACERS MAY 8E'"I�EDUGED:A5.NECESSARY TO OBTAIN GOI3RECT:OVJej
ERALL GRAT -`
;y ® .a` ' »t/ x'8 SOL-TS WrrN NVrs At.coRNEtFs OF 9PfiIN
ING WIQTH, \ 4 €n w4 k t®F
LLAN SECTION
F"9 C� r ti. "' • ! A,.° .P 3;118"'. �
! w � 4 s i€) ''w � • ® f fix' �1'°' / m�
Y;, F / ., , ftLIIAM(3R you �.
h
'
SECTION GRATE N{
,A-15.46 AWCA--sees
~ • ®,�' =°` r,, IG
DESCRIPTION OF REVISION DATE
figcorn
. ` APPROVED
e CIT u e"U C m u IN u AF RAINCH/ u A
5 a
c RANCHO" PLAN
SUMMIT
r e p t
x,
GRADING PLAN
C r
CONNECT THROUGH :SECTION C-C
OF T i f ' f r 'ELEVATION
INV ♦ ~ ``, 0 9J ga y: lb TE : SU P4:ORT ASS C:
DA
tw,k f° " pproved By TE.- --ill<16ro
TY F RANO.' Q CUCAI OMf A., C.A.LWORNI ' I CITY ENGI
RCE
Y' STAimDARll plShl'
^� I
lA
APPRQV `
�` .�'�� '�. GRATING
DESIGNED 8Y° RECOMMENDED:
CITY 'CU.. N , CALI \ _ FOR CATCi BASINS
INV 485,0
APPROVED BYE STMOMD PIAN ���� ,° TY'ENGINEER• .$ATE tiSE'�vITH S11thTpARp 5f'ECtF1CA71tlN5.FOR,PtiOLtC wpRKS CON5IRUGTI4Nmum
..
BCIRM
FRAM AND GRATI` G
FOR CATCH BASINS 3Qfi k} DRAWN BY. SHEET c
-, ./ Y tip �
R.G E: 1495
eno AV
CttY EhiG1NEER DATE USE StANDAk6 SPEC1CiG. tdS PU9LIC."IYdAKS CONS 4N r
SHEET 2 Elf'E \ �f 3 �, ��� "'��� T
® � 15 solar' e.
ace 24953 ��� � lil�� � , p/
M•k r 1
I Costa E.Isa f ,..
SCALE® CHECKED BY. DRAWING NO.
C Associates California66
Landscape Architecture 714 434.8803 (714 434-9109FAx
i
y
1�2rr .•.
WA 7ER HAMMER
ARRESTOR
4
PRECISION PL�BINO �---REFER TO PLANS
PRODUCTS A FOR SIZE AND
PRIMER VALVE: LOCA TION
10,—o"
•�. I8 MIN -- TRENCH EXCA UA TION
,° �` REFER TO PLANS
4 MIN -_- _- - . ;• ,�'� DISTRIBU77ON UNIT - `
• •:• �,-~- PIPE MUST BE SUPPORTED WHERE REQUIRED. FOR SIZE AND
P10 PIPE SHALL PASS T NRU ' •4• BY UND157ZIRRED EARTH.
THIS PORTION OF FOOTING ,_.
�..., __ ,LOCA-TION OF
�• :. g,r
PIPE:
TYR BOTTOM OF F0017NG.
�
24'"MAX, _ _ °• `ate • 2 TO FL
0 AP.
ti• ` 1
•
• •
•• FLOOR DRAIN 7RAP PRIMER PIPE SIZING AND
+ �� • ` \ DISTRIBUTION CHART SELECTION TABLE
6 MIN. --.. • _. ,� `,�.�
,\ PIPE RAINS PRIMER MAX, WA 7E'R DEL. ON 15 USE STA 9 DISTRIBUTION PPP FIXTTIRE CROSS
D MODEL SEC. PRESS. PIPE S7N_ UNIT IS SIVE UNITS REF PDI
PIPE SLEEIiE: DROP
1 "
f2 1-11 A
BOTTOM OF TR£NCY ---�'' t 1 P-2 z az. STRAIGH ' NOT REQUIRED ,
EXCAVATION SHALL 2 � ,�/�" 12—J2 B
_ 2 P-�2 2 OZ° SIRAIGH°y z OPENING
NOT EXTEND BELOW
��`` 1� 33-60 C
THIS LINE. „
3 P-1 5 Oz. STRAIGH 1 3 OPENING 1 1/4'r 61 .113 D
4 P-1 5 OZ STRA IGH. 4 OPENING 1112 114--154 E'
F
2r' 155--330 F
4
Room OWN
'n DET 'Aft IL
2 o
PIPE I HRU FOOTINU DE=TAIL 3 T"R'A P PRIMER DETAIL W A T E Rt H`A M MER R"'Eft
R '
_--- TURN FLASHING DN
i
INTO VENT PIPE
t ......,�
—4--l"MIN. a
I FOR CONT" SES` CIVIL DRAWINGS
ROOFING OVER BASE
PROVIDE APPROVED 2rr
.., , CW 5 a V IN CONC, YARDBOX
/j) 1 6 LB SOFT LEAD
FLASHING X
2"(25 F:U.)
SEL` ARCHITECT URAL
DWGS FOR ROOF 8"MIN.
DF
CONSTRUC77ON
3rr
�•.
FD
-112rr
314"
(UNDER DF} !�. ,
yrr
VTR
G/4 CW DN ��/UP
,
" 1� 2" O
VENT PIPE TNRU. ROOF FACE OF WALL
Al
SEE PLUMBING ROOF + WCO
PLANS FOR SIZE & LOC ii L CO
i 1 WCO 2rr 2rr
IF
(TYP of 2) a E °� 2" CW DN WALL TO �
Q
xIB °Q FULL SIZE HEADER I
7`YI' OF 2} 2
Zrr
- ,
"? 242 Mast Airport Drive,Suite 0207
�2 L San Bernardino,CA 92
VENMAW "` «� '° WCa U Pho e:9090-370 00
I T H"R U2 DETA IL TPWIN 2,r Email:cad@designwesteng.corn
CW DN
I
41"
` I
i /1-112" WHA DESIGN WEST ENGINEERING
0 1 MECHANICAL ENGINEERING&ENERGY CONSULTANTS
TIC rr �. 1-112✓ ,
woo
rWH A
► (r.YP OF 3) \�Lj-� N ,
'�` .p 16160
Fc FIRST -� PLAN CHECK (REFER Ta WRITTEN RESPONCES 31 MAY 0
a.Nr II ,
WC0
DESCRIPTION OF REV(SION DATE CITY
APPROVED
Faxr
cicNo, CITY OF RANCHO CUCAMONGA
!-W aF 5)
RANCHO SUMMIT - PARK A
COTG I ,t 0 ,
AND VENT FLOOR PLAN
AND, DETAILS
4" (16.5 F°ll.) f•E —1' 1O"
FOR CONT: SEE CI SIL DRAWINGS P U L T E HOMES/DEL W
EBB
APPROVED BY:
DATE:
4RQ
CITY ENGINEER RCE: .
,��tJ���'S (1�(1 �•� DESIGN PLAN PREPARED BY: RECOMMENDED
PLUMBING FLOOR PLANsmi JOHN L.CHER,AIA, ARCHITECT
CALIFORNI7111!1121111:. tf-.—
A ARCHITECT'LICENSE NO,C-3943
SCALF. 14' � 1°0'r w P. 06��0--2aos �� D�wN 6779 TREELINE PLACE SHEET
f�9� �HANic�t �' ,MJ RANCHO CUCAMONGA,CA 91701 - ' .OF
26
�F
909.268.8777 FAX 999.948,8677 CHECKED DRAwjN6`N*6.4
TM DATE w07/09/2004 FILE NO .
deg: _. .,._... .._...,.._.._...,._.__._.v_.. .. ....w__.,....,,., .
:7
NERAL NOTES . ................ SEIS . ____0TES
LIGHTING FIXTURE SCHEDULE
ELECTRICAL SY
0 __ _ A
T ,
WPE DESCRIPTION FINISH LAMP(S) REMARKS MFR, & NO.- ELWWW EqU#VW AV MA nW&S.WALL,BE 150, LMEQ, AW#51ALLM PiR A RMM EIRMCA RM LAM TORK HE SOM SIAM AW AACARW W EMCIMM C101MU SM BE N ACCWMW WN 71E . AS AM M AA -
OR
4'SURFACE UNG auNT FLU
T l (2}.32 , 1 T, Z AC T &T Lor
fl AS T SYMBOL DESCRIPTION RIMM FM '
N B4 ,/1b U }NPICA D T N (S) A S T lLS, G ST0100-C-2-32-M-1-120 y
/T
4f 3 n S - BY C , T Y T BY Iff MOME
QUIT Rum, coNcsw 1N cuum OALLS.OR WWI FLOOR
_ OR APMOM E • Cr L U FX IN
QUIT N, UNMROROUND
.5'W. x 9'H. x 7.5° i HIGH(f p W.® FAC LOW t A T, HI ff BALLAST 6 _ _ _t_t S =91)1=40ry;W�
T fl A S CT T T t T A T ACMV IN ANY DIRECTION ISM 17E
ARE 1AIDICAIED A T N.I.D. UAn
11 ST
CROSS LfivEs ON IT ICA NUM A , U V. I THIN E�N. 2 C S}I Lt SOD/um
IWaV w=UN NOT 0 At, AT Q
fp ,qDU/T. LINE,IN INDV ND, 2 UN D 0 OR AFMMW E All T 1/ T A A T
ON WAVE 2W OFaqER0I NO WW
f L l! S A
A Y A 2 ' TA C
FM EQUF MI ON SMCW Jff OF WM IM 119W
WALL VM BE S17ARA 0_ SW.
QUIT D DUG NWAA ° E 75'D. {t} f T, H160
3 Ate MOUNT H. D. UGdtT M P FAC ,LW A B ST 9 C- -. 1•-t CT G T BY C Y T T Y
. C UM , T. DIA AIIG LY. E0t9WENT ON GRAVE
- 1 Fl T N AL INIX INDICANS MWMILY BY C
P D All . E� GY t�RGU
41 TA • 1=1201208V., , 4W 2--2 i<, 6 3=12a12 K, to, .A 4--07148011130, 4W.; rA TL Y
5=120 V. 4W.• 6= Ir., 3�t, 3W°; 7=1201208V., 10, °; r rNQIGA PE G T-
/`lTA T
® � 20®ROUND x 18"Hl (r} f w., 2 T,HI Au cFOR
lT P A MOUN +6 a A.FF Y x
( } T H.I.D. U P FAG LO . t LU A-F4 -Sl Z Z g• AC Y L A
lU SW Mff AND ALL
H T t x
® 3
NEI!Y n • 2- T-4.5 fQ A Y I, T C T t A AERSM(STATE OF
DIS R BO SURRA WALL (W-On A.F.F. )OR
E AL T T C
CAERM)S?IWMK BRVM AW HE CAL01"IM SM MEET VE KMEMENZY OF MW 24 AAV ANY OW SIN F fiEW9119M
NGII 1f. c SUPPLY Gn+ow to MatARs AND TIONS FOR CONM ��!►I�IENT RA=W f1ECMM G1AMI OF �EL^i� 1 AAV ANY
AWilav, T
NW AN"W DETAILS ARE AuTsmw oNDRA WW RE FELD MIALLA TION SW EE SNINECT IV 17E AFFIWAL OF HE T AW HE FROALT M90M
IM EM RECM FW,MEWAMM AAV FEWRING WM MN WALL BE FRIONDIM, LINEESS N00 OWNE OF AECORA.
DLII NDINc TYPE RECODIIACKE(+16*AFF m CIN0, WLESS No ) E)
12 § T ANI WWCTORP T EM
DUpLEX Nc TA (+Ir AFF TO CSYMIZ UNLESS N0 Ij ALL&V RREW pAl AND CAR&IS WALL HA it PARE
s} .,A
FAULT IN
ABBRVI AmTIONS DIN TA (+t6@ AFF } 1 S T my S C G
0
CALL AMMIS IV M VANDALIA
f URCATf fN U H HM I E
Fr ELE( MIC N
NIB L LI T JE
L � N• MWIMUW
MW/#V,4 CARNET oI nW Mal MW SWWO IN UEU OF VCM MMM W CO
G FFRAME A Y
Slym
NU IN LO H H / Fl ATTR • ® ®
_n&cmasm
am
CHECKED DRAWING NO.
PATE FILE NO
NU t1 N /NDI G F A FAULT T I • U f A 3 S 4' Cast
\LOJO +8�On
T C /N t_t A A *caner{u° 'sin !e s e aces t relaer assembly.5 aluminum top
H f O Fl MOUNANG ANT INQI UNG FF y u NQ O c
F / E D U
I, IN G A E T fife NAII K `L T LO Polycarbonate refractor for vertical!a providesType V roan light
RUMMT U T , NU S}INDICA Cy T (S}, 1st LOALUMUM G N N 1 V.D. A
__ CA r. An W.
ACIICIWMAILpROWVE pattern.
2q CA NG O d ® S}. .hN A * aluminum rote a! Dunt far . " le,s r y
(f} (3} T irate a{ca ex a ion f° er.Sii er Dunt for 2 tenon,
NIGHT T. Al ICT A. .f. T CT l r f. A T I Y secured b set a to fitter.
T AMPBE 7W FA IAV NL NIGHT U T 17• CONIRACIVR WALL BE RWW9&E FWcaw wnmPA OW AND MMM OF
N IN T lII.D:U T R ,N INDICA lT , L CAU Or "WGS G H P R A a AOBTAINT *Mogul porcelain socket, {s rated, s loaded,nickel plated
IDI G
vAcar .IDl / T U T OA. O • NOT center con a reinforced screw shell.
F T/ P *N a{{ in rat at-2 °t=( °F for S).Metal Halide Is
• O e. is or e.
H.I.D. U r FI ATY • V INDICA , N L I • WWAD
A t O (S}` ( T ACT A A
3 bVDI IT NUM NU INDICA LIGHT DIS n A N T H.I.D. IN TY DI Y A
CAR CABINET HOA H D AU ARC 0
fNr S}
SINGLE2 A. (+ A.FF. , u Na OTH }, Lo AT p r NO. T U HP. F AG Y G P •
sPOLE
ki INDICA , NOTATI AT 1 GA • K P--PILOT U T,• C H H/ P.
2- • 3= WAY.- 4= WAY CC . C /A n N TA P C PE DOW , A
IA E H H i• G T 17E FREFAIRER OF 91 PLANS
CEC CF 1. C ING I T L PANEL
UST l UST Y
AG f T O NG PO.0 T C
12 CIRCUIT LING NUMB AS NO T /L l P CHLORIDE
COUN2P. ar% G A. 0 T P Seri Mount a P/ Lens Volts Color
ROOM
a IIT ONLY KILOW4 TIS MT.
COL CO(WN L L LOAD
L L a eColor
CONT. UA7T LO /U • V Vandalia ®17 17 2 k
DO
cry r SCI G
L L/ • 9 " CU
mite Bronze
IA STA LK L A 4 IA Mounting
F ZF =Fitter
t(2 Tenon) Start Z50 ids Pta X Sitm
MAX NANMW VILE 2 "I Fitter 17 17 2PS
COPFER (41/2 round pole} 25 2 R Gemium reen Coelo!)NEW. MECHANCAL TIME otow Color)rrumn
/ Gr FAC ARDWONE a Pressure Sodium 1/2 CC C Cal (Consult Factory)
LOWA HOUR • ]fM.N. MEIAL
H 5BOARD 15 150 231/2 10 o n-1
I al n-2
Lens
A 5 Polycarbonate r 3 P Button-240V
rYy1yNVo e P on-2
I D 120.20 ,2 ,2
a Ta P n
N E +t FF U o ), (s}l CA -P
12 ' 1 F% qu for hi v
STA k P N (+ AFF , UN NO a )
r
ryl
rtEEDtm...M)HEDULEe
• '.. , i" *
�. *
ca gwwws or umm
8- la°
• 18" 20" 2.82.8 x 47 RK
0 VA 57 a, 21.3
1
Ilia: '109L L13A* ANIMMaV , • • t •
MWNING: • 101 W.
•
120 VOLTS,--l—MM 3 WIRE
FEEDERS: S-9-9 ASING—LZ =
UG 1 2 1 1 20 50 2 RECEPTACLES Am
3 1 2 1 1 2
SPACE
5 1 20 J60 6 TTS
HAND DRY& 7 1 00 20. 1 i A t
9 1 2 1 . 2 1a G �' lQCOWJA
•
l L 11 2 1 a 12
t
LIG
�. 13 195 20 2 20 2 14 -� !
L L9 PKASE
i SPACE GX
1 -- - - 2 . 16
LUG �• I 17 t 2
18 SPACE NOIES,
1 1 -- - 20
LIGIMNG �- l 21 2 1 •
SPACE 24AN
26 T 6M CRY
27 N"HNECt I t .
11130
T
13 0A M 0 NG A OF PE RMIRICAL cuc I T Y 0 F R A INC`4 H'w" U u vT 1 2 3011550
3390 0 T • 1110
• •
31 AWS
La 2.6 . x1.2 3. _ .2 . ,/ TOTAL - l. . A 1 AMPS
•
RANCHO SUMMIT - PARK A
INDICA C U LOAD
LIST,ELECTRICAL SYMBOL
NOGLE LINE OCNA'a GRAL MNO SW NOTES & ABBREVIATIONS
PULTE HOMES/DEL WEBB
.» ® DATE:
APPROVED BY:ENGINEER
Cl�TZ
® C L�! I E
8NGIN85RING X& X.
IAI
6160 C OMPAN Yo IN Go sHm
II .
I N ®.
M• t
r
' t
.. 1
Ewe I
mmumn mm
1
1 IV PAAR 72
+�
tmoo
1
t '
ago 0
t _ s AK
F , F
1a?EWAL
Nc top
to t® 141.2
1 14.1 ra _ I
---- to t l
ft
to to, 14,16
_.
t
to 13A to PC
L.J
tFNt _t to t _
- IUM MOWN aV
10,12 _
RW FAM AUM N
r5 618 _ ,,�
K e
1112
r .4 A
III T T
"
T T T T
, PC 4
HICKOX WAY, . _ .
to
or
t ` f
to
to
101010 t4`1 _
W.
W.
a 0A IJA"� 1412 is p
to to NOTESI
W.
•
6 0 to 0 M PAAR I&
400 12 0 10 0
to
SWOf
� UJI . cmmwm
.
OP. 1• •
0
F
10
' EXTERIOR% LIGHTING CONTROL DIAGRARM's
. ' t 15
t0
to .
to
0
to t _
t to to to to
f
to t
17,19
to
t t
fo
t ._
KEYNO I hogIW A007M Mum No
AX
TOMTrCLIMANYPOWWWW •
Off EYACTLOWWWWWWWWOW
17,19
"'F
love 11%, UWlY WIMANY PMW TO WMA MR RM90W a?M AVE 04 SST
f � .
FW AMME
'
(D• _..._. .... i
UWWC
FWAXIMOK
l , , F
MFMMIM
• F ffs F
Cr LWX MN AAV aMMM ARX41WO WN
U5 AWMW DW FW A=)XW CaMM NSWY DA
MWMW AWNS PMW IV WMA I=
mtmv&wRw we=Par mA*omw Kc&rAa& wwaAcr Lom mw wpi LAwmw
SCAFLE
ow OOOM
.P F
a M.
(.8) To
..+ F
1PLAN CHECK 05-25
REVISIONMyDESCRIPTION OF
CITY OF RANCHO CUCAMONGA
RANCHO SUMMIT - PARK A
ELECTRICAL SITE PLANop PULTE HOMES/DEL WEBB
r') / N.
Ilk
+ APPROVED !• ` ' DATE:
/. ENGINEERCITY ®-
Jq
•
JE PLAN
!!i Zblc ate lic
nvs... R8DLANDS
ca
11 1 1 INC.,
.. . v Q O
Tr
c 1 ,
7-1
•
J
lull 9 � v
IJA0
Na7 21 '1 E NO Lil s
7 f70
�Q
JIG
HA
60
y� fo 1d
Q3Ap
KEYNOTESS
_ sW
L GHTING POWER & SIGNAL PLORAN
® m inp . R - /
13 JWXN Off W MW Wfflt MW WT M XW-We
14
PLAN CHECK 05-25-05
-
REVISIONCrrf
DESCRIPTION OF
cxjc�40 RAN
CITY CHO CUCAMONGA
RANCHO SUMMIT - PARK A4
LIGHTING PLAN &
POWER & SIGNAL PLAN
PULTE HOMES/DEL WEBB
APPROVED BY.
• •
51 M
P t "� R 245.
ttj f G IMCOMMENDED
R8DLANDS
5NGINE514ING
E1616011
1COMPANY,
�j.r-- . SHEET
.r. ....
W ••
cCHECKED ma NNW m "t-m DRAWM NO.
DATE FI
ELEC TRIC A L SPEC I � FIC AT -IONS
SECTION 1801D SECTION 18100 SECTION 1=5 0. RECEM MOWIM FARM IN SUSFEW `)II In cams mm ir suppoRim nzom VE SIRV I CUME AM
DAM ELEGMAL REQtWMAEM GeiM&MATUAW FOR RECTMAL WORK D, FLOOR 80= MOUNTED IN CONi FOR RECEPTAnti; MPHONE AND CffiPfIM?12?ATA OUILEISSNALL,BE ROUM OR WTA"TM OF ELEC MAL WORK NIH A11OAWNFATEACNOFFOW(4)COR§M StffWr XWS MU WYSE JIGNIM DWM IV ALLOW
SWO& 0" IOR MUL 71-GANG AS REWMER � DONS SRAU BE FAESSED STEEL OR CAST MON AS SPECIFIED ON FUM 70 RAL Y SFA T N70 OW.
PART 1-.PR I ODUC75 PART I -PRODUCIS DRANNA BUT AV NO CASE OF LIM WAN 2v am mov OF CAPACITY. BOW SH4LL HAW HE CAIIY OF PART I-DECtMON
KRITCAL AND ANGULAR ADJUSWSr OF THE DE110E MOUNNO FLA AE AFTER POUR PRIE-M A&WANG LEGS WALL E W9RE IRSEER OF NRES RMAED ON DRANWS UM Ill LOCAL CODE REIENIS FOR AVW JWIKN
BE Pfil ON AU FOUR CWM NMAL SAMM WALL BE PROEM NbERE BOIN LINE AND LOW KXMGE BOAM PECONIRiATHSOPAIGNSI'ML-
UM M41952ffXfflMrAN28ffdfflM MAIN SERME57ALL C=STOFPUL4 MEIER AND MAN SECIZONSPD? &Q1 QM& REIENIS OFSECM616010 AND 16100 APPLY TO Ill SEC)ION, ANYCUTM4 PAII OR
SYSINS ARE IN 1HE SAME BOX HUBM OR EQUAL. "WARY FOR 7HE INSIALLA HaV OF 7HE EEMAINCAIt NW SM
REQUIRS07S OF WE SER KNG UTILITY COMPANY AND RA TED AS INDICA TED ON 71E DOlIS, RN121 REFAR OF 7HE NORK OR NW OF ONR RAMS NEI
t IN 8WOUNTABLE ACOM17C 71E CRM #STALL A AWC7XN BOX AVOW Q%ft SM FOR MAW OF
A THE GOV&& COND17IONS; THE SUPPLEMENIARY GWAL CONVIflovs AND DIKSON I GEIVRAL REQUIRENEIVIS APPLY 70 BE PRi UNDR 7HIS SECTION
E w&nNacATEvBYW,' nEawn?Ac7a?wAupRotfDEcAsrwALiionsmDcommmsmGAwT(s)As
NES NKXIM AAV PROME RDW CWW NTH CORWYORS nW JWWV BOX TO MW(AVT M
INS StC770N. A MAN DIMNECT SWIM ShALL BE SMED AS INDICATED ON WE DRAWNA HFAWDUTY nPE WhIf CLASS R
REOUIRM 70 00 IAW A WA NDWROOr NSTALLA AM
RELECANG aM SW7M 91ALL BE Ut APPROU FW USE AS A SERME EIRRANCE DIM 67
a PRI ALL mew, mA mmvilts; AND Eoupov REcum To comam wr EtEcTim om Wow oN m to- 92M AS MCA TED ON WE DRA WVGS AND FER UWTY CWPANY REMRSOM BUT IN NO CASE OF
DRAWNGS AND SPECIRED H&EN.' B. FUSES F SPECiFIED WALL BE WAL-ELEMW CURRENT IIA#WG 71 WLESS N07M 07HERMSE, LESS 92F OR MAIE)WAL 7HIMM 7HAN REII BY WE GOIERNING CME PULL SM LOCATED IN OR ARWAV A ffil 7MCAWG, CONQ%7 ENCASSW MR REQUIRER, SAaWUNG AND COWAC710M FOR AU UNDOMM I N FL49M OR OW I=COEM ADVACWT TO 71E RXWR& WTALL A JWYKN 80%(MV FW
wilaUR Mi AREAS WN.L. 'BE FROWEV NIH MMC R4 TED COSS ALL CON!RS SW BE PDWANDVIL Y camIS ANDIOR SMUCI m4w OF NWES#M10)NIH RAM NNG AND FLAT RATE FLU91 WIN RM90 COM AAV PROW
r. A BRIDr OU7LWE OF WSE REQUIRSOM 18at= wr Is Nor Llmno III 7HE AOtLONNR% a saux ENIRil EaurvDivT 91ALL BE ADEQUATE FOR A WORT CRCUIT DUTY AWLABLE AT IHE SITE AS III` ROM CWWWIH COW00fiS MAECEM RXWn?OM Awcovaox COUPLATETOSEnRM
)DEN&W AS TO THE TWE OF SERME CON)AINED WMN PE sc& comutim rava Eil 80=LOCA TED IN DAw, AS DMAED BY ARUME
BY 7HE SERONG UAW COMPANY. OR` Wr AREAS SHOILL BE RA TED NEVA M. MOOR POLL BOWS SNALL BE PLACED W A W SEWACE NNIER FLOW AWS a RAMINGS WALL, BE PROW=A T ALL POWS NAM COWU OR ON&1LONCAL COMPaeffS FEIM IE nE
L UNDERGROUND CONOU113; POLLBM PADS; Ii N E7I FOR POOR TELEPHON& CA61E TV. SERWffS FE? ROOF. RASNAWSYALLWWAMMNNCFrABV;E71ESURWMGRO&FSEWACEWIHWAMWOFMASnC
REQUIRSOIS OF EAM S&IING U71LITY COMPANY INaUDING FEES AND PMMITS WON APPLICABLE D. PANaBOARDS.SNALL BEFLUX OR SURFACE MOUNTED ASINUCAIED ON PLANS AND WALL COVFaW TO 7HE REQUhMOIS -W APPLIM, 70 MEW MaSIW OR DUST MOM INMWG WE amm RAWWWALit BE VELIMM TO HE F DUBW A&WASIE 1INNG FAWRES SMALL BE AaI AFIER DARKIN 7HE PREUME OF 71E ARCWT OR
t9Z ROM L1607ING SWIM WALL BE 919MCA17011 MAD& SING(E POL& a?J AY TOME III AS
OF IIE UL FRaVIS ShALL BE RMXM TO RESIST COWWON NIH NOT LESS WAN ONE PAWING COAT AND ONE ROOING C0NM4C70R FOR INSTALLAnay. 7HE CWWrL0CAvav OF ALL SUCH AWMnW WALL BE WO BY OMU N aW 70 PROMIE Ill MAMN AaREVARE LW=DWW=WNWT CWA)NG LI IRESRASS
A50, 20 AMP, 1201277V.AC RAYNG FOR FULL CAFAMY OF CON)ACTS FOR LAMP LOADS;HUBBELit OR EWAL
2 mAw mcnx smwx AND DIsm8unav Epulpmag Imatim swicHASAR, Pat, sEcTill iEsr atOg(a RNIMING COAr. MOSM PARIS OF INM AND DOWS WALL,BE PNNAED BY 07HD?S AF71R INSTALLAnay. ALL BY ARROW HART OR EAGtE IHE CONRi
WEEK,EIr. BRANal CIRCUIT PANEEBOARD LOOKS WALL,BE TIT AM"Will 7HRIF KEYS FURNISHM TO Ol AUCENT POLES toz ago= MWING MALL.BE N AccaWANCE WIN ARnaE 250 OF nE NA vaVAL RMARCAL CODE
OF SNGE POLE DEMES SNALL,BE OF A DInMr PHASE NIH SRJT PHASE BUS= CIRCU17S SWAU BE Lim fign=m a pfil mm tilmaiR wALLS; coNarN Folowos AND rwAvA nava mm mALL HA w AN NsvE NAMEIR OF
I COMPLETE NIE)WOR AND EXIMOR-LIWAINa POHM, ZELEPHaV& AND CAGLE TV. SYSIENS lmaUDING MANCH NUMBM FROW TOP TO B0nW WN 000 NOMOERS'ON 7HE LEFT AND M NUMSMS ON 7HE RIGHT A NEA At Y TI NOT LESS WAN 11"LARGER 7HAN IIE OVISIDE X4AM OF C=W CONIANED WW A PROWE AND SMALL MW RWS AS KaW, FUL'IM171 AND WN AIEWANCAL Tff COWEICIM OF VE
aRatlr Dlsnotmw AS INDICA TED. CRCUfT DIRECIERY WN A RAS17C WE?WALL.BE PROEM IN A HOLDER MOUNTED IN90E VE CAffiEr DOOR. A mANuAL Mom sixm swws wALL oE 70GRE 7W 01VIOFF, AS REQUAM FOR CONMOt SNGtE AND RiEr CMrT SW AND APFUCA 1701% SWIARE FO? 17E RAL RA TED MANENT OF 7HE C10OWC10R.
BREAKERS WALL BE SOL T-OV OR PLOG-IN T)RE AS)NOICA TED ON FAI SCHMVXS NIH RA 17NGS AS WOW ON WE PHASE M070RS'AND RESS)ANCE HM AER LOADS SWICHES SHALL BE SIVE NAM AND BE CWFIETE WN OWME Q=9 CaV&#T'FW LINE KXTAGE WNG WALL BE CONCEALED NMN FIVSNEV WNU CWW AND
Q= ALL EIMIRICAL M417DWALS AND EQUIPM&VT WALL BE NEW AND MAU BE USTED BY DRAWNGSWIHAMhVNUMSYO)?TaRalffRA17NOOF10,000AA(PSSWME7RIr.4L T11FFR0NrW4L1.1NaU0ER0SHH1NGM MM?C001TACIS, PASS&SEWOUR,HUM"EAGEECREWAL.- MhVERo4N FE00fiS E)POSED COIWIS ASOW WLM AND SUWACE WUN7M IN MEWANCAL AAV SERVW AREAS MAU aE a MOME W=WG MWC)II N AWMANCE W171 AR`naE 230-9W EMMM GROt#0NG covwx7i
SIM BE AS AWA TED IN JARE 250-95
UNDERV17ERS LAmAMRIES (UL) AND BEAR NOR LAOM a?LISTED AND CERARM BY A NAAWALLY RECOGN12ED DOOR W171 LOW, COIll ALL BfilZ INSIALLED PARALLEL OR mimmam M 7HE Rd=WNJS RIGHT ANOW WRNS MAIL CaWr OF COWT OMES
AESANG AU7HOPJTY HhEREUt DOES NOrHAWA LISANa INADD1710M, 7HEMAIERIAL4 EQUill, AND INSTALLATION` 8 SAFM SWICES WALL BE HEA w-DiuTy ImimAt nFF- swma SnALL sE Fusm oe NaYFVSM AS MCA TED ION a? SWMET11CAL BENDS ALL CONWIS WU BE AWREIM Y xam NIH COMPMMIS 9ERCALL Y MANWACAM AW
wAtL comPt Y of III 7HE REoulmong mw Appu=4 OF iHE tA EST onav OF 7HE FaLom E IDDV17RCA RON Mill TES SIALL�BE PROWED OF MICARTA W 7HIM, OF APPROPM SIM NIH SEWLED EDGES wE Dmwns Dvaomy mAtL BE RATED Enw Am t oR Aam jR As ffww BY lNuALLI wis ms ux ALL cavows wALL BE 92ED IN AWMANCE WIH FILL cApAwo SET Fx7H N Am ARnaE ja ALL LiN MMUM N AMW 70 NANIRATES RWLM BYSECHaV 161W AW GOMM CODES FOR
AND BVGRAVM WIFLE7I 114"HIGH MINIMUM-ON BLACK BAWWWND. YESENAME?qAIES SHALL fiEffil FOR' SIALL BE ONCK MAK& MW 9W WN OFM 17NG HANDLE NNIM CAN BE MOW=IN 7HE -w- Ponay. CaWr INNS WALL BE INSTAUM 70 AMD IRAFAW OMMENSA TION! SWWWARa% FAME180ARK IRMOUNK EM VE FOILOPW 91ALL HE LABELED TO AM IF FEWXN a?USE
A NA 17ONAL 807RIC4 MANUFA C7I ASSOCIA 71ON(NRIA) ALL CIRCUITS IN 7HE SERMENSAI'MU17ON AND Pow 91moupav BOARDS; MOWCONWOEIVIEIN WilING RN191 WALL� 'BE A SIANDARD UGHr GRA Y ENAMEL SWIM MAIL HA W AMW W 00 M A NAMEFIA IF
DISMSU)IONPANSBOARDS; SEFARAIELYMOUNAEUSTARANGSW)CHM DismowpoNSMWES MOTORcavinot INDICA ANG WA T IMW 6 CONI)WED BY SWIM A EIMMM METALLIC! WNW(Wo, DONOTEMEUTINCONOMORSELOWWAVE EUTMAYSEUSM Wfiff A PAMMARDS AND LOAD COMS RAU BE PROMED WIN A TI MW DM70RY AWfTED N A HOLDER ON IIE
8. AMMICAN SIANDARD ASSMA77ON(ASA) PURI-BU77W STA 71m; M07OR SW7M 7RAN9WERS, 7SWNAt CAOINM wmm CABINEM EM USE CaNCEALM OR WRE NOT WWT TO DAMAGE NSOE OF RE DOOR,
NAMMIES MAIL HAW 7HE SANE IDENARC471all NAMES AS WCAND ON 7HERANS 1. RISES SfIALL BE OF COfWr RA TING FW LAW INSIALLA AN AND SIALL BE am awar Lumo OR
a NA 77ONAL RRE FR07EC71ON AGENCY(Nf PA) mum-Irr iimEvaAyAsffwRmayEwAvi%7#ANuFAc7tlRERs awmmnay. R=vAN, avm- a ALL OWNT PASSNG 1HROUGH CWQMW SL46S WALL.MET ALL LOCAL CODE STANOARDS a RIM W SEWACE MMO CWW AEI SM M WAN RM VED PIA 7E NIH 1140 INGN BLOCK TWE
L012 QMIS S,. ALL WVDU17S AND RA"A)S WALL CONFOW 70 UL SIANOARDS.AS APPUC48tE SHAWK GOOLD OR EQUAL 10WACTERS
D, AMMMAN NA77ONAL STANDARD INS717i(ANSI) C RI MEIALUC COWNT 91AU BE USED FOR RK CMWIIW 70 ALL WSEA IM AND MEWANCAL EWAkW.
A E1E7)RfC4tMEIALL1CW&NG(EJW*,! NOLESSIHANIIVNIZ 20MAMNUVIRADESM EM.T. MAYBE A COVE GAUGE GIM NSUIA TED EMANENT MWNG COADUCTOR 9MU BE INSTALLED N SUM C=M RE)RE tag QM&MMMEM IMCONMIC'MR&MMECTALLOWa AIEWANICALARDmimmooNni
E CAUFORNiA COVE OF REGULA 770N, 777LE 24(00?) USED IN DRY LOC477016 ONLY ALUM, COLE-FLEX ROSAOY OR EWX METALLIC OffilMITMAYBE USED N LiEll VFLESS WAN 6*FW CM=IhVg RX=r4 FROMMINATA CODE SUPRJM EOWMWT ROGNM ammat ommm movir x mom
A &RO fifItES ShAU BE RA TED 20 AW, 125V. A.C, 3 WRE MWUNG TWE AV UNLESS OWNSE WGE #19"TM WOONONG 00AIDUCION 6 IROMM, UWS-Vgff RMfiff camrShALL,BE USM AW ALL,
F NA nI EIB77RICAL CODE(NEC) ft. RfaD GAL vam STEEL cawr(Ros) Snxa fir STEEL, GAL Ill a?zNc coA 7m FuLL imr, No LEw NDICAIEV, CaMaMlION WALL BENBVA 5-26R A BWNGUMPf?WALL REFROMED FOR GRWND WNEEN HE DAMP OR MET LOCA 7KNS It 19 PANELSOARDS SHALL OF FM0 PME COAT ON DPW I)W AND DOM FNAL FM KL BE
7HAN 112,7RADE SZE ALLIM, CONOUX IN 7MVA naVA4 VA W Of?EQUAL GROOM0M OUILET BOX AND WE IiECEPTACLE MW MWAL =WG ni' IHE RECEPTACLE MOUNTING STRAPS ARDWID BY AqaMT AND MOMM BY OWS
G ALL LOCAL AND STA IF CODES HA VNG WRISDICIlav )SNOTACCEPIABLE HUMMON2-10REQUALBYS)MORLERIV01 D. POLYNN)t ChtaW CONDUIT(PIC)W41L aVLYBE USM bNOMM ArA MVMN OFJV FLOWFMCGRAW
a UQMD-UNIT FLEWLE CONDUIT NO LESS 7HAN 112*RIE ROM GAL VAV20 STEEL CORE CWRM Y WIEN NOT INS)ALLED UAW A CONOZ7 SLAB a?FOOM Pfil A CODE GAUGE QM GROMM Off N ALL PIC LU ME AN12=9=1% 71E CWWTOR SNALL PROIECT ALL WK AIA 7NAM AAV EMW FRW
N WE CASE WRE 7HE CODES HAW DIFFRMT LERS OF REQUIREMFJV13� 7HE MOST S7RINGDVT RULE 97ALL APPLY. E10SED IN A PMYtfNn CHLONDE JACRET. -AF4 ALREX CAROL CABLE Of?EQUAL. a aocK ouIzEN qoALL BE a Amp, t2n.Ac j wx w=x;TYPE RE opm fiwmaa ow aocK HmGm RUNS ALL UMMMAV CMWTRWS MAU SLOPE TO DRA1N IVI W AND MWTE WVlNAh1ffACXAM DAMAGE PRONVE ADEWAIE AND PROPW SIWAGEFAMITIES WING FROWSS if MW AAV fiE RILLYfiapaME FOR
SUPPORT AND IN0RAL PIASAC�FIATE EAGLE ffl5 OR EWAL BYLEVION OR PASS&SEWOUR. BEU ENDS AT ALL MANHOLES AND PULL BORES ALL NMY OR DAM46E 7HA T AMY OCCUR FROM ANY PART OF AV NOW FUNCJW
D, Nav-METALLIC POLY1,1N)t CHLOWE. (PW), NO LESS 1HAN 314"TRADE = SC14EDOLE 140 UNLESS N07M
07HMNZ SUNUGHr RMS)ANT AND RA TED FOR 90C.CONDUCTORS CARLON, CANAEX CAL DUCT OR EWAL. a GRObN0 FAULT III DUPLEX RECEPTACLE WALL PROW 20A AW MWGH RA WG AND 0.025 SEM NNNAL Ill E cowr Emos SIALL BE CUT SQUOIRE AND SIM BE CAREFULLY REAVED OUT IV RILL STE WIH A TAPERED BUMNG t 12 UA&M WON COWWW OF MR4� AAV PBWM Y AS ff=WD FW SAFE`7Y AAV SWA MV, RENOW ALL
EIS OF A COMPLETE LIST AND CA IALOG OF 17ME PD?Ut SIANDARR. LEWON 6899-4 OR EWAL BY PASS AND SEWOUR OR HUBVELL OV MW MR IMS SEC17601
A cwmaw wALL smff III 7HE Amlmcr Fw AppRoyAt SX(6)SE CVJS RE440 AND 91WLDBO 70 W R17NOS Mi AND DMUS RESEk ING FR
ALL MAWALS HE PRaVSES 70 PROWDE FOR 7HE BECIRICAL SYS71MS COHM BY 7HESE SPECIRC411IONS EACH E FLEX&E METALLIC CONDUIT NO LESS WAN IAR WDE SIM SIEE4 I'EAMEDMOU CONANUOUS SMP AND ENC
E1677RCAL* 17BW WALL BE IDM17RED BY 7HE MANUFACII AND MW NAME OF 7HE 17EU AS HIELL. AS PE COATED. APa COfEI ROBROY OR EQUAL D, ISOIA TED GROOND ff MDrAaZ WALL BE 15 AMR, 125V. 3 MAE IGR011 TM CRANCE IN COLOR RECEPIACLE SNAU F OWS IN CONDUIT 91ALL BE MADE SO IYA T WE CMWT Kit NOT BE DANA GM, AND INA T 71E INMAL NAMM OF END OF SEC)ION
DESIN 0110 ON 7HE ELECTRICAL BMW RS PIANS UNLESS OWNSE SWRCALLY A117HOWED BY 771E NOT MWD WM6W MRIVING SIRAP, BfIr ONLY IWOUGH IHE GRW SCEW WIN CaVNECAED 70 AN- INDEPMDENT wEcomoorwItNoroEEFFEcTrayREDucm. 7HrmwornEatRweriHEmEREwmALLNoreELiss
fZBOMCAL ENGINM?, MAKE ALL SUOVITTALS IN GROOPS CIONTNNING ALL ASMA TED 17BWS 7HE fLECTWAL MLAM R777NGS AND OUHM FOR CONDUIT SMIENS WALL CONFORM TO WE FOILLOI GROWNG CONDUCICIR, LEW ION 0262-IG OR EWAL BY PASS AAID SEI OR fitil IHAN 91OW IN TARE 344rol OF ME NEC
00NEER MAY REECT.PAR77AL SURY11TALS AS NOT COMPL)ING N7H 7HE PRO KSIONS OF WIS smay. NO
MATMALS SWALL BE DELINNED 70 WE JOB LW17L WE LIST HAS SEEN APPROMED BY 7HE ARCH17ECT ACUPTANCE OR A RMNGS AW HECWCAL METALLIC Ii(aff)FOR S)ZES 112'IIIAll 2* MIALL BE ORENCY 776H)EIVM it aA zm Pfil PLA 7a FoR Ew?y sm, REapmat; AND aipovlw IA Ovur.
REEC77ON OF SUBS171W MA TERALS ShALL BEAT W DISQUaV OF W ARM17ECK CNPREISRON TYPE Wtai ShALL PROW Rill FORCE RESISTANCE AND REC06AL COV71NUITY AS REQUAM BY a CMUSUFFORIS SIALL BEPRVIfDM AW ALL A19OW WM SYSM6 COWT5VALLBESEELMYSUPPORAEVAND
UL NO IAM17NG R)i OR AWSTABLE SET SCREW T)FE R777NGS SIM HE USED O-ZGEDNEY, 7NOMAS& A ALL INTERIOR PLATES SIALL BE IVORY COLORED SYOOIH NXION OR FMOLIC PLASW FOR ALL OURET LOC417W; FAS7&M WlHhV 3 fffT OF ANY AERIONA 71aV POAVT AIND AT A MAI OF ENRY 10 FEET ALONG LENGIH OF fiUR.
Bt MAKE ALL SUBM17TALS IN ACCORDANCE Will 7HE COMM CONIRWICIRV SafiWLE OF WOP DRAWNGS AND FAR Ell BEM RACO OR EWAL UNLESS SWRCALLY N07ED 07HERMSE LEVIOM, MME14 PASS AND SEWOUR OR EWAL.
IN ADVANCE OF SaIMW DA IES OF NSIALLA 17ON IV PROI 860MRM 17ME MR RE KIM SMRING NECESSARY H. aamm comuff wALL Nor RLw aosq?1HAN r IV ANY HOT NN MR PF& STEAM PP& WA TER RU& OR MT.
APPROVALS; Pawff RLV90N AND RESUBMITrA4 1NaWNG PLACING ORDERS AND SEWRING DE111f RY 8 mm Fw RaD GAL mum s7Ea comr(Ws)wALL BE STEEL IIiAEADED n7m W Y. Mur AND '&7 a- 'ALL OMMOR COW?S WALL BE NFAW"WAER NEC 410-57(b) WMMM714 WHampamwaVAIEMP I COAVOLM ShALL REUSED WIERECOMWrMNSAIUSTGOAROWD OUISIDEaRMSOF NNILLIS BEA4 EWFMENZ,
SWW T)FF'177I ARE NOT ACCEPTABLE 04 GEWEY, IHONAS&BE`TN RAW OR EWAL NNGM0011ERANDPLATEGASNET. PASS AND SEWOUR*9709 SWES OR EWAL BY JAWAC OR HUOML
a somIr mR AppRovAtill, COMPLETE DErRS IN ACCWDANCE W7H A AND bt ABOW FW IHE FOILOWNG I)W ETC. ALL CWMET COWRS 9VALL BE ACCES5HE
a nmas fw uao-imr -RDaE comr wAa BE oF PE empfil In ww mmom is= C, PM AES FOR ISOM TED MOD RECEPTACLES RAU fir WNGE COLIORM,� SVWHI,NXOV W FRENOUC PLAS174 UNa
t UGH17NG RXWRES AND LAMPS SEAUNG ffNG'AND SWIABLE FOT NET LOCA 17ONS O-Z 6ENEY, 171011AS&&775; RA CO CR EQUAL. LEW70N M7034G OR EQUAL BY PASS AND SEWOUR OR HUML LIM Q==M MMM .WRE AAV ME MU BE CWWOUS FROM OUILET IV OUW, WAY VE SUM
W Y N Am=Bo= wmR4 Emmar oR OW APFROIM LOG4 1701
2 PANHBOARDS; 7RAN9MERS AND DISM&MON EWIPMW D, RT7NGS FW PIC WALL BE NON-METALK SUNUOYT RESSTANr AND OF 7HE SAME COMPOWD AS IW CONOUITS
I Lit E OLM RIRMgf ALL L16HT RXRh?M UGHNNG EQUFMENT AND CWONENIS SHOW ON W RANS;
w1w my ARE BEING uny2o w7y, cAnav, cAN7Ex cAt mcr OR EwAL USIED IN W WX—WW—MMXW AND VMRM HMN. A MAKE W= MVT.% IAPS AND CONNECHMS 70 EQUFMENT W171 APPROWD SaDRESS LUGS SM FW IIE AW
.1 WRING DE110ES OR CONDUCAOR#MIM.
E RTI= FW RI METALLIC CMWIT ShAtit BE OF 1HE"SOMEW TYPE NIH EIN&ONE(1) OR 7 V (2) A SAUA57S FM RURTMT RNRM SHALL BE NGH POM FACT59 MRGY SA NNG M CWARRE WN LAMPS
4, RU BOM AND VA Ut IS SMK CAST OR MAUE48LE STEEL aW/W OR BNC COA IM. O-Z GMNEY, 7HOMAS&WTS RAGO OR EQUAL AND NSR DESIGNI CONSWC1701V WALL CW=M CEC, OR OW'LOX SIANVANS Wiff AMPUCABLE It AMN17FY PONN AND LIGHANG FEEBM WN PBWAMWT TAGS A r P*= mL was Aw P=wim cww
QWK aE=VA rr-M=',' AD WCE'MAW Ill UNIMIL.VA JIT REDUCEr 47 EWAL RUN Is BRO101
5 NAMEPIA 7ES FON EQUIPMDIT LQJ QMMM CONDUCTOR'Sli AN SPECEM BYA*RCAN WRE GAUGE(AM). CONXCIIIIALLBEaFM
WRIE SOS*ffO AND SIVMR-SNALL BE SOLID CONOWTOR. HOWMR CONIROL AND 96NAL SYSEWS MAYBE WW WN a FLUaff=TLAAFS WALL BEENERGYS011% COOL W7EAAVCFWELDWNANDWAITAGETORrVERXWN r. hiSTALLAvay. 7HOROUGMY arjw CaWU AAD Nr"A)S 70 INSORIE ALL PARIS ARE AE)WILY DRY B9W RUM
wfiyNG91xLoE600wtrrwff7wo 75rmmFoRDRYoRoErLoaaws OR WICH USM. ALL 4"RAPID START LAAFS MAIL BE JR., GaM ELIEM S)t VANIA OR EWAL WREY6 USE APFROWD Off FUUM COMM FUN SIM 12 OR LAM AND ON LaW IN=
6. CII SYSTEMS EQUIPMOVT kff4 SIRAND0, AWLA17av FOR V -
TWE -7HHN, 90r. RA TED FVR DRY LOCA 77ONS ALUMNUM CONXCIORS WALL BE ALLOOM FOR MW SERUCE FEEOW
Z RRE ALARNS EQUIPMENT ONt Y. C INCMDEMr LAMPS SM HE OF IHE'INWE FROSIM TM WN A RA JING OF 120 V. AND SCEW M UNLESS D. WE OR CABLE WWS IN NW71ON AAVIOR RUB=SHALL BE MADE WhIll A LONG RAM WW FW ME WALL
HA IE A WW OF NOT LESS 7HAN 8 F&W HE DIAMETER OF WE CARE' PER NEC SECTION JM
NOP'OWNSE, GENEIK BMW SXVANA, FNUPS OR EWAL
MW SPEOFIED AND NOT amY DEFINED BY WE DRANWGS ShALL BE BROUGNT TO A CONDUCTOR YM WALL BE AS INDICA M WDE SM ARE NOT INDICA TEV 7HEY 91ALL BE AS REI BY M
WE A T7EN71OV OF WE f WCIRill MONEER FMOR TO INS)ALLARaV SO 7HA r IT M4 Y BE INSTALLED AND ARRANGM fiv A ALL WRhVG WALL BE COLOR COOM FW PHASE IDBV17RCA IION AS FOLLOW D. H?GN NMWUSCHMGE(W)I?XMS7SSIMUBEMWPOMWFACMAORAIMOFSTART-WAr2o*F. ov Au E CONVOCIORS 112 AW SIVALIER WALL,BE PROMM NO/Ew a?moEv nw cwffnw SET owarm mEN
SA 777A C70RY MANNER, OUIDOW RXUM LAMPS AND.ONJASIS WALL BE CLIVPA71BLE WN BALLAS7S MULF-WIAGE RATED, CaVDUCIORS ARE IBWNA TED ON A SET SCREW TWE TEIMAL
K, A 41K'
Lim owwoN or Effc7ffc& mw, Awsr Amo wr aRculrg umns AND ona 1. PHASE A =BLACK PHASE A -MOW am M AN=am
E LJGNWGRNIURE9ff.%M ALMS7XA"VSMIWIWa?EXWRMNS9M8EACRWa 7HEY.WALL
MR=1AWS,70 INSUff PROPER 01PRA 71ON OF ALL RECNICA&WIPME. PHASE 8=RED PHASE'8 =ORANGE HE 100X PURE W61N ACR)M MMIUM WICKNESS.125'Offl?AIL
PHASE C =BLUE PHASE C = )ELLOW A MWEALED OUTEETBM WALL BEACCIRATELYPLACM, FEU.W W171 VERAMMED SEWACE OF WALL OR COM4
A CHECK SERME NXTAGES UNDD?MAMMUM OBIAINARE LOADS EQUMMT, RXIIii AND PARTS FWND )iv BEIN NEI = W17E NEUIRAL = WhE Uz ffAL INSIALL AN WOM RU LIM IN ALL BFIY CON0071S, PULL LINE MAU BE A J176-DRAW U%tESS OWMWSE Ill 7M. 71EY&VALL BE FEW AND RAM Y FASSIED 10 71E SIRUCAM MCBMW OF
NED OF OWCAM DUONG SUCH IESW WALL BE IMMEDIA ia Y WNW OR REPLACED WIH NEW EI1Vr AND GROON9 GREIN W" =GM POtYMOPKENE LWE VE OWW BY A BAR HANGER OR S1R4P APPROWD FW IHA T FARnaM USE
WAT, PART OF WE SWEV SWALL HE RETESTED, SUM RATLACENENT OR REPNR ShALL BE DONE AT NO A00117aft
COST III wE owm. a MAW SPEICES AW CONDUCIURS 0 ANP SNALLER W91 STEEL OR WPM SFAlW fil TED MAF NUM SPLICES MR It Em PROW SIR CENIERED cwm aA0 MW ROW AS REI PER NEr 25a WNNUV LENGIH a OVUT BOWS IN RIM aWG SNALL BE NQUEY FASTENED 7V WE SWPORIING SDWXW BY AN AFFRONED BAR
WM7= #9 OR LARGER ShAU BE W7H SPLIT BOt IS OR VAWW RIMN MEN USED SR4U BE 111611ROU6Nt Y SIALL,BE 314"X 8; DOWN AFM Y RILL LEIVON NIV WE EARIN.OW NO MORE 7HAN 2!LEFT AVO,W WDE FW AWPER TWE HANGD?OR AO=a
8 ALL FAMVIRES ShAU BE CORil IN A MANNER SARSWACTORY 70 Iff ENGWEER, WE CON7RACIOR MALL FURN191 INSULATED, CONNEI TO 71E GROUWNG CONOUCIII
ALL NECESSARY COSIS OF REZEI EQUFRENT AND COM77NG FAILURES a C0NMOt APFARA W.% OUILET W= AWRIN ANDIOR PUUHO= AND OM Sf" EQUFAIENT SIM BE
C, WE QM MWD NINE WOW ON COJVWlr RUNS ShALL RUN cavANUOUS FROV PANEL W LASTOUIIIET 716 WRE MlMERSSIALLBEDRY-M. AEVA-IFWDRYLOCARaYSORAfFiVASFWKTOR DAMP WrALLED AND MAWTAINEV N ACMW P09M AW LOCA M
r. ALL E16711iiii TESTS SHALL BE WINESSED BY AN WWI THA T WALL HA W EV00CE IN fU'C7R1C4L M 9VALL RE PIG)AILED IN EA af OUUT FOR caVNEcraV 70 BOX AND.DEME 50 INA r F'IHE DEW IS RENOMER, NE LOCAMMIONS MilAWS SIALI W If N711A TED CORE AND CM ASSSMLES NOWIED ON-RUSSER ISOLA IION PADS 70
E&JAL 70 IIIA T OF AN ELECTRICIAN HA KNO A TLEASr RW(5) WARS DMEWE AS AN IRE W. J10ANEWAN, GROUND WtL NOT BE INIERRUP0. MINNZWESUDLEll (6)2-11ZrFKL'CAPAaTY TAPS NIH(2)AVOW AND(4)BaOWWAU BE PROMM AT 150- D, WALL OU11EIS SWALL NOT BE NREV BACK-M-I 1100 ON 4CME SAXY OF A C=0ON WALL WALL,BE SEPARA TED
BYAWAGEOFATLEAS176". PROWDE A MIAMW OF 24"OF SEFRRA I7ON/N ACOUS17C AA FMRAIMW
C, RM UNLESS N07EV ONOWE V ALLIS
10-14mg-M MAW= ALL BOW WALL BE SfZM FOR WE NUMS&AND WE OF CONDUCTORS AND CON&UTS ENTERING VE
BOX AND MffM WIII PfASTERAtM,90N ffNGS WIRE REOVIRED, ALL DOES SNALL BE LABELED 70 NDICA AF PANa LIM me E CAST Sli ,oR AttvANN ouw ama giALL aE im Fx ALL staAcE momm fiv DAmp oR *T LocA Irays
A LAYOUT AND IWALLA 710N OF EIEC7MCAL KWK ShALL BE CMWINA TED WIH WE 0 PRALL 0067RUCRON SCREDME AND CIRCUfTNUMBB?OFICONDUCTORSCONTAINED WHIN. IN NO CASEVALL,ANYBOYBELESS 7HAN 40 ROM OR SWARE BOXY WALL BE CONAtEAE WIH WAOM NM AND NEAWE)FROOF COOS
AND HWK SCHEDULE OF VARIOUS 7RADES; 70 PREWIT DELA YIN 1W COMFLEIION OF 7HE ffla= COWEIF .1WE3S9WRCALLYN07MO7H8?M OYW BOES FOR CONCEALEV MW ShALt BE GALIARM OR SUBHUM, ONE A 17MESWWO)FWMMOLLINGMECHANia4LEQMMr, 994 D1SRA)3� EM91ALLBEA7bAYTK9Vr,
DRA WNGS AND spmm nays R#? m DvTff PRaEcr SHALL.BE A VNL46LE A T 7HE JOB SITE IT &YALL BE RE& MEW SIEEL, WN WOW=AS REQUIRM. ADWSTARE W171 RWW PONR INV. WAY(3)20 AW coNIACIS AAD AROMOMW INIERWWOON MWNALS F. FROWE AU A-GANG BOAW NM RENW, XCOM OR WAREE BOAS 91ALL NOT BE FMMM
OBLIGATORY TO 7HOROUGHL Y CHEW 7HEZ' DOCUMENIS BETOW ORGAMONG 7HE EZECIRICk HORK SCHEDULE OR AWK J193a OR EQUAL BY NIERNA 17C OR PARAGON.
#SIALLING NAMEAL AND EWIPMENE A. WIT 00M MALL BE 4"OCIAGON, 40 SWARE OR LARGER PD?NEC 370-6(a)AND ISM BEEOUFFED WIH A L06 LOMG MM ROM ALL LAW AV AMMWALS TO MIALL SPEEM EWAOT N HE MANER
RNSM PLASTER RNG OF DEPT11 REQUIRM TO PROW A FEW MOUNANG CMU11I PLASTER MVG 191ALL HAW A a 71ME SWIll FW CONIROELNG EX?WW LKWK DUTY CON4 WM ING FANS EM SIALL BE A 7 DA Y SWIM. ALL RXWZ AND UMM EiWPWff SHOILL BE DWOU TO VE&a=CMFLETF WN SIMMION
'a C
t WIRE OUILEIS ARE I'LACED IN A NALL, 7HEY SNAU BE LOCA 0 A r nE SAME wwr w7H RmrT To vai r ROUN OffiVING W91 W WREADED NOVIIIING HaM RACO OR EQOAL� M FSr, NY/NAWAL BY-PAZ SWVa RESERW PONER 12OV. #W(3)20 AMP CUNJACIS mw jnv-xv sEIN3 ACCESSOM ANaV3; CASIM 50a= RMWM% RALLASN WFUSERS LOUMS RASTER FRAMM REII
07HB?AND ON&FEA7I ANDIOR RNISHES ON WE WALL OR EWAL BY NIMA 11C OR PARAGON. 80= EM ALL #.NRM AND ASSMIED AS DRECTED BY MAMIFACAM
a SWRW OVILET5 S1VAU BE 4"SI BOX FOR SWaE AND 7NV GANG AFFVCA 77aVS SPECIAL MUL 71-GANO BOMS
2 LOCAPONS-91OW ON AWIRECII REFLECTED CELING PLMS; OR ON WALL H"A 7701VS WALL TAKE WALL BE MIMED AW MWE MAN 7W SWICHES COMPLETE W7H PLASTER RING FOR MOUN17NG SWII RAW OR m-mmmm PHommus 9YALL sE ovivone m nov,2ovow. cumor RA Txa,Ammi; low A Ruavmr mim sm NOT BE USED AS A RACEWAY FOR MMM OWT CWWUS DWT NW mum
PKWENCE OWR RECMCAL PLAN LOrA 116INS EQUAL. jP101 OR EQUAL END-TOI 70 I=A CaVRMS ASSM Y.
C, R02PIA a& 0.611VOW AND COMPURRIDA IA MUM MAU BE 4-SWAR& OR LARGER 80%FE?NEC 370-6(a), WIII it mxo mamm RxA#w wa ARE Nsixtitip mmay av cww7aE oR RAaA&E came ameAt. SIALL,
3 REII EXACT LOCA 170INS OF EACH OUILET MCA TED AND WORDINA IE W111 7HE ARallffiClI DRAWNGS LIZ LM EQUFMENT OUILM UGH17NO RXM CffUfT, MA& AND WREC71ON MENODS IN HIIAC AfR-
m1moR Raol noon wALL BE mADE w7mour xamo Aoolnom cosr To ow&. SlNRE GANG OR LARGER IMSM?RNG TO Or WE Mffi(S)INSTMER, till SPECIAL WES ME SPEI R&MMALL BE APPROPED FOR SUCH USE BE RA 7M AND APPRO WD BY Ut FOR W INSIALLA Pay.
puw aocK, EM)OR 07HRIMSE REQUIRM FOR A PAR71aW DEWE RACO OR EQUAL.
.4 7HEARCH17ECIURA4 STRUCIURA4 aWIRCA4 PLUMBING AND MECHANICAL DRAWNGS AND SPEWCA714V4 END OF SE= C RECEM MOUNTED RXWfiES WCH ARENSTALLED N GPM BOARD OW?SU99M WOO CS[INGS WILL, BE
TAKEN TOGEND? 1AUCA IF IHE NOW 70 BE DONE UNDER 71fiS PRO1,07. 7HE OW W4U BE EAFWTED IN WOREETiE WN 111(2) 1 X I 511r SIM CRAMELS AMU ON 7W OF AND PEIMMMAR 70 S7fiUCWRAL WOO
ACCORDANCE NIH 7HESE DRAWNGS AND ANY DEW SCALE DRANNGS WCH MA Y BE RhW0VM BY VE ARCHIIECT ASMS AAVzawWIHFOW(4)1140XIOLACBMT(S)AAVWASWS� NWShALLfiEfW(4)J1rBY
DWNG 7HE PROl OF7HEOM WCWWCT6RSffAUEXW1NF ALL AR9MAIRA4 S7RUCWRA4 REQUIRED LNG171 7HRE4DED RODS WN W112M AND LOaMIS SMWING RXRM 70 MIUM A r FMW(4)COM
a07RICA4 PLUMBING AND 'MECHANICAL DRA WNGS IN ORDER 70 HE DULY INFOMM AS TO 7HE SCOPE AND
DEW OF 7HE NOW WICH NIL BE REII
5 WE aW7RICAL DRANNGS ARE DIAWAROARC N NAIW AND INDICATE 71E PROMM LOCAPOVS OF OUHM
PLAN CHECK 05-25—
AND EQUIPM&T, AND ARE 70 BE FOLLOAM As aosaY AS POSSi IT 6 NOT WMV 711E SCOPE OF 7HE
DRAWGS70MOWALLBB005; MF= POLLIBM AND OBS7RU017ONS AND IrSIALL BE WEREWWWWY
or vE coN7RAC7W 70 INaW SUM IN WEBIR 7HEDR405SARENOTINIE10MMSESCALM, ANDVE
CaVIR4CM? WALL RUM 70 IHEARW17ECWUAAfDSMCWRALDRAWNGSFWDIkVVSONSAAV LMTA77aVS
OF ?HE BUILDING S7RUC7I AND TO 7HE MEWARCAL DRA NVGS A5R 7HE LOCA 770N OF EQUIPMENT REQUIRING
EUWRICAL SERWOE AND CONNEI
a IN wE mr MAT CROGES IN WE 1AVICAIED LOCAAW OR AWANGROM ARE NECESSARY DUE III RHB
cavotnays; sucHoYANGEY&mBEmADEBy7HEcvNiRAcTa?#mouramoosm PfiomG'wawGE
HAS OMAPPROn BY 71EAR011TErTIBEFEIRE 7HE NOWMISM COMkENCM AND NO ADA110VAL M47DWALS
ARE REI IHECOMACMR WALL ADWSE 77E ARaIRECT OF ANY REQUIRED AVDIAWL COSIS AND HAW
cfry
APR?O VAL OF SAME BEFORE PROCMWNrot DESCRIPTION OF REVISION DATE
APPRUI
Luz FM M ,MMEM9 WMEM FULL Y INSIRUCT AM awavm TF TO VE OMM; WM TING
Puma Iff AERRMN64 69M Am AND MNII)EIVAINCE OF EWIPMDVE VIE 71ME AII FW S41D 1167HUCPav clic 1 T' A®r&F" ER A Nm C mmsOm itCh suNG A 1 mmm 0 ams G A
sma BE INavoo As PART or vEx cavocr Dommis
AU MA WAS AND EWMIENT RWSHED AND fifflALLED UNDER Ins srcnav"a BE aww TED IN
0917NG BY WE CONIRACIEW FOR A PERIOD,ar ME WAR(MCiFTWASIS FW 116VIING RX7WIL,HAW A 7NO RANCHO SUMMIT PARK A
MAR WMWU) FROU DA 7E OF ACCEPTANCE OF-VE NOW. WOULD ANY WOUSLE DEROP DWNG 7HIS PERIOA, -WE 10
DEFEV71WMAIERALSORFAULTYMMANNIP, THE CON172ACIOR 91AU FWWWAU NEVESSARYLABOP AND MAIERIALS TO
CORRECT 771E)ROUBLE AT NO EX7RA COST 70 W Ol
0 0 ELECTRICAL SPECIFICATIONS
iffiffMAMEM UPONSTAIEDoxaEnIoNOFICON11i, WWShRUffSUMrTIVffVEWBY
N REFRESENTAIINESOFORNE14, MMINCrAMMOIMMfWAWMCETOCON7RACTDRAWNGSAAV9YINCA77M ANY
a1ANXS REQUAM 70 WNG NOW INTO SUBSIANTAL CONRNMANCE WhIll DRA WNGS AND 910RCA 77WS ShAtit BE MADE BY
WE CONIR4 Cl AT NO ADDIVONAL COST 70 ME OWER,
Pfil AND MAINIAIN IN GOOD MR A COMPLETE SET OF ELECWCAL CONTI?ACT ARWIS ALL PULTE HOMES/DEL WEBB
CHANGES SNALL BE aL(Rt Y REIP ON WIS SET OF PRINIS A T 77E DW OF VE PRUCT, 7HE CWMC70R 5VALL
APPROVED BY: DATE:
7RMSM ALL CHAINGES TO ONE SET OF MW WNSTA%06 FOR smlssav TO 7HE AnlffiCr. MnARS III BE' V,,A -
FN PRI BY 7W aW7RACTO? 70 )YEAROV17W WEN REQUESIMAND AT COST OF PRINAW UPON CWHnON or T11E CITY ENGINEER RCE: 2-1%/
;R ;
M WJW? TO WE AR0117ECT ONE CMM SET OF RNAL AWff/S OF WE MnARS AM DIE WARS WISEEW4 W7H
COMPLETE INSIALLARON AND CHAN60 )N WE MW INDICAWINEW ALL MaW SIM BE IMPALM BY W %,.VCAjj DESIGN RECOMMENDED
CONTRA CTOR AS RENO A COWT AND A CCURA TE REMW OF 771E INSIALLA 710N. RE'DLANDG
cS �h I�NGIM�8RING
ENO OF zcI70N
E16160 DRAWN C;OMPAN Y, IN 0, SHEET
REM=ANN=
C
REDLANIMEWNEMMEMNG MW MW�1:am or L-240FL-24
cum"= IM
Ill 7*-m
(ZI CHECKED DRAWING NO.
L-24
DATE FILE NO
{C �
w i
1
1 I
E i
I
I E
! f
i 1
OP. WA TER PER
®® 'V) TRACT 14795-1
i
Vey
{` I
, SEIkER PER
t f
ACT 1479' 71 �
Vol
It1 4t` • F M ,.,,„..,,....„._.._._,._..._._...............»......_ ; ...,...,m....,..,.,.q.,». ....,.,,a,,,,,,,,
L NOUT 14 CB
r� 1
® SEN 1 13 .1 2.5w_ : —
e
1493.26 IN V. S=0.0100
1 . rR
9.76
--------------....-------
S=0.010()
,- �° O PLUG ; ti'L
�� PROPS SE
ND LU
V.
` KER
B ciii CB ; t €
`a r'
HlCf WAY
/
4 {
<! l
010 /fr, :k t N(') • st
4 / i
t
[ a tI
` `•,tea, /' \ /, ✓r J.' .�',.,` w# }
CB EMO A
# 57 JOIN PROPOSED
a
1 WA RUN
gni 4(
Ic
t
R
\ � �' \ h ” sem`•,+., //r } r ".
r/
} t
CB !
CONSTRUCTION NOTESINSTALL 4 V LINE
INSTALL CL U
`\ w
STD. , 1
,r' f
�` ► ;w �� "' °/00 INSTALL " V .� ' BEND
492E
INSTALL L
INSTALL 1'� Ll
INSTALL GA
CB r •
7 INSTALL 1 �- 90BEND
NOTESt f
1 O I f
t {
Jf WATERLINE HALL INSTALLED I
INCHES MINIMUM COVER.
a
1 1
J
` a 4
a `
w aw
`
, t
01
ti �, f rF 44 ��ir s
f`
12-31
Fd
. f
Dsru
CM
CALI
,k
UU
DESCRIPTION OF REVISION DATE APPROVED
A' A 0 k ' G
c CITY OF RAINCHO CUC m i\4 A
RANCHO SUMMIT - PARK A
f/
&WATER
PARKSITE SEWER
- Approved
/ Cr I (21V�— RCEmn53
�,.
DESIGNED BY: T . 12117104RECOMMENDED:
BCIRM
DRAWN BY. 150 aul rin Ave., SHEET
, APT Suite 164, w OF 26 Z
,.
Costa es ,
` CHECKED BY. DRAWING N4,
, C c t s California 9262
twore®�rs AroMtt®atwrt -
L Ilti[ T PICNIC T Y ICAC
r1 4. INSTALLo RECOMMENDATIONS
!
Na; T-PTS-1-S
.�
..
,.._.. . ,
...... .......................
,s
741 W, PARKRIPGE AVF.
Orr
E f(
T
Nr
now
NATURAL
MIM Ono MM COLOR
ONO
moos
IMPROVEM
A QUANTITY:(L-2)CONCRETE RAMP FIER AEI-CASC CIVIL STREET
-NTN KIZ,
AVAILABLE FROM:
,.
2� FtRTrER
, fr " FM Pdo, BOX (03S
kit —TyfNN' IT
NORCO�T
ONO ....:.. 7
VOC 737-7032
UNTAIN FORGE
U � - 1I T T ' ,
,
N AT
tk,
,., \1 , ':,,.. ,;s at.,>.,,.:3 t•ytr` >,.�F.\}
•"`r\`;c:7_„`��\`' \`\,\
G♦*d4A5$k iP 9 a,ti4jrt JGc .,.
,
`
f
i
t
per —_lCN+ya`
6 fiprer'•` CSF-�o ..+......-...,
..y
�ftr't,l,► 1t
.i11b, ,•„,� , -q`Q ® 1 a"
••O_\
cA
_• .1"F,. p,n
•'... ,.,_,fN`c.,
.,t.
_c
•1,-
,rf;(
f!
q
� w .
N.I r
M
L Na= 28 x
P
1
CK MAM STROCTURE, HEART REDWOOD BACK 4 SEAT
QVCIVL 8 T P
000
PA •
PACIFIC MIGN CONCEPTS
PARK SIGN PER PETAL J2-A-F,, SWEET
1o Box I"
T
,
CA IWA44'ENCLOSURE PER
PA 7 w
Q-)2
(0 /"N FURNISH AND INSTALL WASTE CONTAINERS BY PURA TSTONE
20' .> t (�l TDR-3, T W/ ATTACHED
QUANTITY: 4
ONCRETE HEADER TOCOLOR* NATURAL COLOR
BROOM FINER NATURAL PURA ART STONE
T. VATO BE
T_ T • 1 LIVE OAK
T 7
FON
TT 1-11 VOC (WS) 350-eOOO RAX (W9) 350-9652
PIPE UNDERNEATH PER DETAL a SWEET JJ2---
PA N� I*bX WAY
PA
FURNISH AND IINSTALL PAR COURSE EQUIPMENT BY LANDSCAPE ,PA CT �� I r
CaCRM PAVING TO ME
IONS
11 L AT PA
NATURAL CONCRET11 INSTALL PEER PETAL --I, S14TJ,-A-x
AVAILABLE FROM:
•
3151
COAST RECREATION INC.
PAR COASE CURB PER DETAL-JF,
AIRWAY AVENUE, SUITE A-3
COSTA MESA, CA W626
'A CONTACT'
°s
GREGG ROGERS
F,
t (}
r • 6'n
• a r f! • �4r gsa (!
<°
Y (714)
1 (714) 1
® INSTALL STRUCTURES,
)RE-FER T 1l I Y , FURN18W AND INSTALL BW C-ALLS Y T TN IRON MOUNTAIN FORGE
T
COASTdo
32 4- A MODEL NO: 200-X AND/OR 210-X
AVAILABLE FROM:
TINC, S
COLOR: PAINTED BLACK
A.
3151 AIRWAY AVENUE, SUITE A-3
COSTACONTACT--Y (714)
I
1
( 1
)
1
WUNTNGTON BEACH, CA 92647
4/v IL
U.2 FURNSW AND INSTALL BICYCLE RoAir.!� BY CYCLOOPS, VOC (79) 94&4W5 rA>< (114) 946-3485
QUANTITY* I
10 4.8 FROM;AVAILABLE
' +
�
}
BASE PER PETAL-P--,
COORDINATE
r
i
ICKNESS
PACIFIC
SITE
PTT T TY (SO) 7 T ` '
T N FOR
i� CwaR PALETTE 5-Er
FURNISHAINSTALL R 12” H PLAY SA
1 32 REFER TO PLAYGROUNP N Al T SN UNDERrl F ' SILICA 016, Y ENLARGEMENT a WELL,RM AND
K_
PM TO GRAD,
_ R LOCATION,
0# G FMN1 H ANS INSTALL CITY LIGHTING BY 4RcwrmcTF&
jALAREA
LIGHT
IN
4 AYA °R�"•
D" t PS T A -
2,2
V ( ) INSTALLFMNISH AND Y
QUANTITY: 21
YTo
"t,
"lowf �.♦ ^ 4.11 ....
AVALAO
LE MOM
TYF
AL
------------
311
rtiNolm
4 12 T T
TYPI
CE
OR EDGE OF
UNLESS OTHERWISE NOTED ON PLAN.
HE
E2103- DIMENSIONS . II
WITHOUTAND CURVES ARE TO WAVE CONTINUOUS AND SMOOTH TRANSITIONS
ABRUPT C44ANGES OR BENDS, ONE AlMrrY SYMBOLS
r ALL FORMS AND ALIGNMENT OF PAVING E TAME T POURING'(
OF 24 HOURS NOTICE).
550 GRILL
3, CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO
0 TRASH CONTAINER
CONSTRUCTION AND SHALL BE WELD L14BLE ALL PAMAGE
GIVE
INCURRED. E5 PARK EENCH
dialfiNOTE AND INSTALL SLEEVE LO CATIONS SHOWN4. CONTRACTOR SHALL TREE USLL
FA
6 ON IRRIGATON PLAN AND CONSTRUCTION r CONTRACTOR
4k
Ilk PROTECTMAY AND UTILIZE EXISTING NECESSARY.
CONCRETE HEAOM
b EXPANSION SHALL BE PROVIDED l
KE RACK
ABUTS WALLS, STAIRS, BUILDINGS, , COLUMNS,
— 39
AND 1 T PAVING EXPANSION
SCALE* I
T 1 1T T , o REFER
JOINTS SHALL HAVE A URET14AM C4LORED SEALANT CAULKING OR ® T L'h1- L-24
=R LKS55 INDICATED OTHER WISE. RIP JOINT FLLL
TOP FOAM IS AC49PTABLE
F APPROVED BY LANDSCAPE ARCHITECT AND CITY INSPECTOR,
X, 50LLARD
° N N T THE
PROVOW 15y CITY
IC TELEPHONE TO BE
t TUN 7, T14ESE NOTES SHALL BE USED IN CO"NCTION WITW THE PLANS AND ANY
T T T Qr VAL%
mow
MRS AHP C
C:ALE
ANP CITY M INSPECTOR NOTPEP IMMEDIATELY OF ANY DISCREPANCIES
SIDEWALK DIMENSION AT LIGHT FOLE,
t 3 OR POSSIBLE r
T Y SHOWN SHALL BE CONSTRUCTED SIMILAR
T T T TMATERIAL. DESCRIPTION OF REVISION DATE1
TYFIGAL
- • r$gi,r1eE{
r `K'
'
j/
14
,
THE PPA
-
WNW ANP SMCFICATIONS MI.-FROWNT THE
APPROVED
ALL BRACIING, SUPPORTS, , r IS T14E SOLE4"N U ,,N A I A
T T Y T To TI-E JOB t IT Ud N U A MU'k ' GAU T -% F RAK ICHO
SITE BY THE LANDSCAPE T
CONSTRUCTION METHODS AND SAFETY CONPITIONS AT THE WORKSMS
T IT NOT BE CONSTRUED AS C4NTINUOUS AND DETALEDPARK ARANCHO SUMMIT
r r BACK OF CUR13 RETURN
PRODUCTS EQUIPMENT AND THOSE
MICH, M1404
DESCRIBED BELOW OR NPICATM> ON TINGS HECONSTRUCTION PLAN
,
ME COt-SIDERM:>
q-0 CENTERLINE
FM USE; 1090y0eD, PRIOR A"oVAL 16 015,TAM!D
(
,wan.:_t♦e ry P
Mi
\.>.v
_
PLANTINGOM THE OWNER,
EEO EQUAL
AUTHORrm
YK 12, BULOM PERMrr6 SHALL BE OEBTAINW BY THE OWNER OR CONTRACTOR Approved DATE. 5 Aq&
41
FOR ALL ELEMENTS Or- THE MIGN RE421ORM BY LOCAL COM
(Zll
— ��..
I"'
Cf
WWERE WATER PROOFING IS INDICATED ON THE PLANS OR DETAILS IFOR
DESIGNED 8Y`
sR ECE
OMM
ENDE
D•
RETAINING PLANTM
FLASH
S OR ANY OTHER VMTICAL
12
DAX,_Z 04
PROPERTY LINE
r T J
MEMBRANE AND AN APPRO'VW WATER PROOFING COMPOUND SUC44 AS
DRAWN BY. 150 Paularino Ave.,T
'INV,ef% ASuite 160, OF
Costa esat
ff
, CHECKED BY. DRAWING No.
A s s o c i a t e s California 92626FAXLoodtcape Archltecturr (714)434-9003 (714)434-9109.
ec 6
NON COLOR
all It
W1 LIGHT 5ROOM F
GENERAL CONSTRUCTION !!
•
.r - 211
CLR IN GROUNDCO\/M AREAS
1. All construction and workmanship shall conform to the latest T.
PLAN
edition of the Standard Specifications for Public Works 1 Ill
C;LR IN TURF AREAS
Constructiong
All buildings and structures shall conform to the E "
1997 Uniform Building Code. "T
ey.
.
00 % 0
'Q ' '
2. These notes shahIn
conjunction with the plans and a o d .a ®
a Q
the attention of the ® .
shall be brought tt11 TN
any descrepancies Q
-
V.
Landscape Architect and City Inspector.
. Contractor must check all dimensions, framing conditions,
are starting work. Architect/ T ` g f" �'����\ `��
and site conditions bel g
r shall be notified immediately of any discrepancies `' \'�`\�/\�
Engineer �\`\ �� /\/.\ ,1wt% COMPACTED
or possible deficiencies.
it
NOTE*SpECIFICATIONS k- t1 ( ,� V - SECTION:
4. Conditions not specifically shown shall be constructed I T, • ® T
similar to the details for the respective materials. If there is a discrepancy between these construction to i-
specifications and the Green Book Specifications, the `®R SECT- 1403 " "
s and specifications represent the finished Green Book Specifications will supersede over these. 12MYPJ
5, a drawing P etc. all discre ancies with Landscape Architect T
structure. All bracing, temporary supports, sharing, Verify P T C , ,
I the sole responsibility of the contractor. Observation and City Inspector before proceeding with work. ? . .• ®• o
visits to the job site by the Architect/Engineer o not 0. ° a`
!o . 4 ° ' LOR
NATURAL CONCRETE CO
include inspection of construction procedures. 9- E t�T T / ,r
contractor is solely responsible far all construction " �/ // �,/ /� �� \��j\� \�
co Y will T .��,\�\,\�,\�\ \�,\�.\�`\ I FINISH
methods and conditions at the worksite. These visits
not be construed as continuous and detailed Inspections. MOXI& Cm GROJT PILL 'ALL wx coWACTM
CFELLS WITH f?EBAR &93C4RAM N=11 1/4" RAO. TYP.,
6. Design, material, equipment, and products other than those
q P , P may be - We e
t
0=MAX IN UALKS
described below or Indicated on the drawings ,)
considered for use, provided prior approval is obtained from ' i. CLR IN GROUNDCOVER AREAS
I!
Ew"ON JO
the Landscape Architect, City Inspector, and the applicable �� t�T
am T. •
r•t �I 11= -: I__�} t
in code authority. _ g
!'
C;LR IN TURF AREAS
govern Y I
JO
NDA' S _
�I
T ci �a oEQUIs arex
e to b 11 I .Q ' ' "
1. All existing fill soil and disturbed natural sol _ a a°� o• ° °. ° ® " •
g with properly compacted fill. All �-
ated and replaced p R Y P _ II � COMPACTED
-
excav p ` /�
filling, backfilling, recompaction, etc. Is to be l -� e-�i-e i i=1 I 1=1{ \X'�`��\'�\�•\�•\�`•�`�•\�
he supervision of a soils engineer. !!
accomplished only under t p T i
excavations are to be inspected and approved y a SoilsCOW..,
COLOR
2. All ° .
i ear prior to the placement of any concrete or Isl
T. •
Eng n ( •
FLAK N01M AND DWALS.
reinforcing steel. CONSTRUCT
1
. Footings are to
be carried a minimum of 18" Into firm ° SIDEWALK
undisturbed natural soil or approved compacted fill.
• •
NO 10.3
4. Design bearing pressure is 1800 sf with a 33% increase for
seismic or wind loading.
. Relatively non-expansive fill should be used in backfilling
behind walls. All walls shall be adequately shored duringIL%Wof
the backfill operation. g LOO L'OL.) L.OMETE J --ft' INTCJTS.d CIVAV. g
Pwmmmm
. All excavations, grading, compaction, etc. shall be accomplished 40 IGN 00* E'00"T I "00%'L
INSC.dw
and performed in accordance with the soils report as prepared
by: Leighton and Associates - JOB N0. 0200 5--001
DATED: JANUARY 25, 2000
The soils
re port Is endationsy made a ntainedpart of therein these shaEleral notes
enconsidered
and all
as minimums.
7. a Contractor must verify that the plans have been reviewed
by the Soils Engineer prior to start of construction.
1. All concrete shall attain a minima compressive strength of
2500 psi at 2 days. Slump shall not exceed 4" of slabs, "
for footings.
2. Aggregates shall b natural sand and rack conforming to
ASTMCONCRETE H -- 1/2" A I
C . ll aggregate shall be /4" (i.e. 1" max.)
-FLUF.S.. FOR
. Cement shall be Portland Cement conforming to ASTM -150,
I H DER, X S D D I I
--1" i N, (INSTALL AT GRAD LEVEL T AL
Type 1 or 11, low alkali.
reinforcin
2771N PLANTCROSSINGS)
. The following minimum clear distances between g �� tn
steel and face of concrete shall be maintained unless noted 6" OR
otherwise:
EE NOTE II GRAD
Slabs on grade ......................... Center of slab %
00,
Concrete below grade, formed ...............o.oe♦ 2
Concrete below grade, "
oared ago
inst earth) ;o:Q'o.4
unformed ( .................3It
w `
e `
ether /
Concrete exposed ` !
to l
I
5. Pipes may pass through structural concrete in CD
sleeves, but
shall not b embedded therein. Pipes or ducts exceeding
one-third the slab or wall thickness shall not be placed in I
C{ detailed. ' ` I p I
creta unless s ecifica y
the structural con R
.Q�a�..Q�.. RE-BAR CONTINUOUS
" exposed comers.
ex
chamfers at all p
6. Provide 3/ UL OTHERWISE INSTRUCTED)
III IiI III
7. Refer to architectural drawings for reveals, areas of textured SALN.T.S.
concrete or special finishes, items required t cast Into
concrete, curbs and slab depressions.
NOTES.
8. All exposed concrete surfaces should be cured. Curing ®,
1. PROVIDE LN JOINTS T '-- " Q.C. / " EXPANSION
consist of maintaining surface moisture prior to Initial JOINTS T 100-0" O.C. ND
set, followed by covering the exposed surface with a thin N CITY-MAINTAINED
plastic sheeting for at least two weeks. (Lop
and seal IQ CNC D
joints). Provisions should
be made to bald down the plastic GROUND COV NCITY-MAINTAINEDT
and remaisten as needed. PRIVATELY-MAINTAINED IS IDE.
3, CONCRETET -C- MIN.
. All concrete shall be vibrated.
! 4-. I EXTRUDED 3/8" L IX.
MAOM
1. All masonry shall be reinforced grouted masonry ( = 1500 Psi
psi used half stresses in design, unless
noted
otherwise
tre isebon plans 11,ot
and details.) Grout solid all cells which '
Grout solid all cells below grade. See UBC 2105 for quality " " I°
assurance requirements. AO-ft AOo% 100%tsom%
U . w
2. Mortar shall be Type " " mixed in the proportion of 1 part toA c.,01 INL.OMETE
Portland Cement to 1/2 to 1/4 parts lime putty to 2 1/4
times the sum of the cement plus lime putty parts of sand.
3. Grant shall attain a minimum compressive strength of 2000
psi and shall a mixed in proportions of 1 part Portland
Cement to 1/10 part lime putty to 2 to parts sand to a
maximum of 2 parts gravel. All grout shall be vibrated.
far mortar and great shall be natural sand and r !! ! !!
i 1i
4. Aggregates
rock conforming to AS C-144 (mortar) and C-404 (grout).
. Cement shall be Portland Cement conforming to AS C-150,
Type 1 or II, low alkali.
6. All concrete
block shall conformto AS C90, Grade N-1. C Al
,Nos
bolts etc. shall have a minimum grout "
7. All reinforcement, 2 1 2
coverage of 3/4". All brick shall have a minimum of / _
grout space.
architectural droin s for a of units, laying !
8. See the 9 ®�
pattern and joint details. Unless specifically shownAM NA
otherwise,
all concrete block and brick shall be laid in ' !!
running bond.
0
AMONG
9. All rebar shall a positively held into position prior to
CITY OF RANC C
pouring grout. All vertical foundation dowecells ll be straight
and shall be positioned In center of block
the details, additional bars shall be epoxied into footings,
If needed, where dowel i not tpositioned c correctly.
ctl E is not
maintained
SOF S / crrY
f DESCRIPTION OF REVISION DATE APPROVED
ElNFOGIN EL
1. Reinforcing steel shall conformto A
15 Grade 40 for r
sizes 3 and Grade 60 for sizes and larger. Maximum � 1
yield shrill not exceed 1. times that specified.
RANC PARK A
HO SUMMIT
i forcin steel shall conform to A D12-1 1 -
2. Welding of reinforcing T "
using proper low hydrogen electrodes. All bars to be welded l- 4u ,G� h' AL,
shall conform to ASTM A706. "
NAME OF: f*ARK SHALL M DETAILS
3. All bars in masonry shall be lopped minimum f 46 bar "
o � NATURAAAM?ER �' T T
diameters (2`--0 min.) for Grade 0 and 72 bar diameters H
(2'-6 min.) for Grade 0 at ail splice unless noted otherwise. TO SFECF® T N
4. All bars in concretes shall b lapped a minimum of bar I" . TN
diameters (2'-0 in.) for Grade 40 and 72 bar diameters •I- ;
ICKWSS
lice unless noted otherwise. r
min. for Grade 60 at all splice „ , App0 roved `
(2' 6 ) shall be I CITY ENGINEER
5. Slices of horizontal saber in walls and footings
staggered '-0" minimum. I)AnRECOMMENDED:
DESIGNED BY; . 12 17
6. Dowels for walls and columns shall be the some size and I
RM
spacing a the wall/column reinforcing unless noted
---- SHEET
otherwise.
DRAWN BY: --�- 150 aularin Ave.,
a the Latest
of reinforcing steel shall conform t T
L-4 OF
7. All bending 9 Suite 16®,
edition of the Uniform Building Code. It IN111111
CHECKED BY. Costa Mesa, DRAWING NQ.
Associates California 92626
landscape Architecture (T14 434.5803 714 434-9109 FAX
1 N
SLOPE MIN, TO
PERFORATED SUBDRA I
SAND PER 1 .aaen..dacani..niAa• ,•+nnia}..iarn.nneaa«e` �w.�a GRADING
TOP OFCONCRETE SLAB BASEq
♦ : : :�.
i; f�l l
_. j2 IMATERIAL
® � • �
� MATERIAL I
i BASE
:w '
4wape.aa.®.aaa�W.np..«yi; ,�arawaa..a.aa..a..an..aaf„4' MONOLITHICALLY THICKNESS VARIES
PER MANUFACTURER.
o w + + o • • s r • a s • • w •
• • • • • • • a • • 4 • • • • w . • 1 • • •
TOTLOT CURB
• o a o • • ® o • • • e o • o • • • • r •
• • • •
ADJACENT SIDEWALK WITH
000 ® • • • 0
,Ir 11
1 " - ( I I )
.
..0000000«000.000000•00.0.0.00•0•0.0. 00•0.0I I
I IN PAPER SLEEVE ONE END
• . . a • • . • . • • • . • . • . • . r « 00 . . . . 00
• • • • o • • • a w a o 0 0 0 • a • • • w • a • e • • • • 4 • .A ,'
• • • + a • r • • • • • « • + • • . • • • a • • • + a • • • a •
/\
. . a . . . • a . • . • w . . • . r . . . . • « . • �\ O f� I
. . • w . • . . . « . . . w . • . « . • . . R. \r\i� \ \ \ \ \ \ \ \
V.
`000\0\\i\�i\\i\�i\\
�. \rr\\rr\\rr\\/r\\ \\//\\r/\\ Q�� \��\\r� I C C
V. rr\ir\i,\r/\r r/\/r\i
r 1r
1. , 1 1 .
GODErALLTHISSHEEr. PERFORATED
1&SWCONCREMINNNECUR1111-TRASHOMONI.Y. I I
4.61THl1CKHEXW&T1OOMFIN1SHCONCRETEFLDOl& SCALE: 11 11 11
.
7.GALVANMED SIM ISIATES-SEE DETAIL K 7M SHEET.
A md1=4000% Aft a a *wpm*" ;:;o to<f .a"m
DTAILWdwg A E N(-.*go%0 L-00 �`5' U 0 mOm%E "E""' IL IE"m U"N"Ne"'NNNNAG IN
1[1*1"0""E T A A I L SURFrdw
MOONS=i
t
�— I 'c"5TANDARD
14' AND 20' POLE LIGHT
1 tI ! _ I
LL
( } / -A307 ANCHOR 5OLTS,
2 PROVIDE 1
rt
LONG HOOK
TOP OF
TOOL ('
RESILIENTI "
TOP OF SAND OUM
Aa• IPW
ELECTRICALI:)R CHAMFER EDGE Mod')
1/2" IPAINTED
j/2" 5ULLNOSE BLACK PER E
u � n - SPEC.
1 IT PENETRATES
CONC •3
,ETE FOOTING (2500 FINISH SURFACE PER PLAN
7 PS 1,, 3/4 AGGREGATE M IX
CONCRETE FOOT ING
ONOLITHICLY POURED
CONCRETE CURB AND SIDEWALK
4. WITH THICKENED EDGE
.®
a 4. 4
A /\X 79 N* #4 VERT. RE5AR W1 la BEND Q
YP
9 T ;� I . I I IB" O.C. EXTEND INTO NATIVE
#3"rt ' TIES Q all O'C' W/ (3) COMPACTED AGGREGATE
SOIL
0
REL, COMP
I.MLWEMMASOMYWAL-OMDErALi,7MMSEr. BOTTOM AND ONE (1) AT CENTER
9.$=I=SITEEL MW-WRD CAP AND QRlND SMWTH-RLL POSTVATH CONCRETE NOTE: SLOPE '250% REL. COMPACTED
SECTION
SECTION
- - SHALL CONFORM TO ASTM
�� 1 _ 11611 11
+1
1
SECTION7.FINISH GRAM
9.W DW Jt QRXVE1L FOR DRAINAM SCALE. 1/2
•
W%REATM COMPACTED MAWRAM
low a Room%
Tt"Ro"ASH ENGLO50" 00"RE GATE LIGHT *F"OOLE FOOTIN TOT LOT CU t� I""El 1 1,4000 55a Nt;iTALLAT ION b Coo ALL ADJ10' b LO) W
BBQ_TABLE.dwg
E3 E3
I I ING OVER
I OF OF SAND PER
CON RETE BASE PER �N®s
GFRADING PLAN
THIS SHEET, =�
w
0
ILTER FABRIC5URRITO" wWRAPPED
FLUSH
. • + • • DRAIN ROCKME sm MEN mm ME mm am MEN NOR NEW am MEN .
® • ,. r ,
WON NNO WON Wam= NEW mm
EM
,• • , ,
5/4" ® -
A1DJ, TURF •
® + , -6LOPE SU5GRADE 2% MIN, TOWARD
2 251o,' PERFORATED PIPE
4*3
a? 'r " • o" ° • «0 4® °" ® •® ® • ® ,
A 4 a ; d �\\ �.,\r �\ \ �
- CONT,
\/\�\\ t t i t CITY
r ` f ff f 1 - ./ DESCRIPTION of REVISION DATE
iriir/s! /\\ �c !f\\ff\� � F o APPROVED
130% REL, OMPACTED ,\\i60' o o r\f�, �
IRV FILTER SOCK- SLOPE 596 MIN, PER
\f\�,\\\;,\f1616
GRADING PLAN
RANCHO SUMMIT - PARKA
am Imm OWN OWN am Em 21-011 t t
�/
UEGM CONSTRUCTION
• -
DETAILS
or Z W 0 W GRAB BEAMS AWMM M WALL WITH 80911ON EPIM } SECTION
3. r
1 10 SCALE' 1"�1`—-PAINT 70 MATCH "
WOOD.-BOLT 0 EACH BEAM WITH SIMPSON HIJ5 ANOLE BRACKEE SCAL17=: IILjI_OII Approved By DATE: - A
CITY / . 24953
4.40 848 TREUIS MEMBERS-EQUAL SPACE 0 /-1 O.C. it
XT TWAJ INTO EACH WAJB BEAM WITH W DUL L40 BOLTSo WITH DESIGNED BY. RECOMMENDED:
DATEt-12/17/04
150 Paularino Ave.,
1 DRAWN BYM EACH SIDE . SHEET
APT
Suite 160, F'
`� •
•
CHECKED BY. Costa Mesa, DRAWING NO.
A tNNNNI Los) LIO)tqe%CU 6SPLTWLrwg A s s o c i a t e s California 92626 T "'AR COU00" E 00"Ne"N"AIN
Landscape Architecture 714 434 9603 (714)434.9109 FAX
r`LAy
�
I ED
a
0
Q
__.---
The play components identified
on this plan are IPEMA certified.
The use and layout of these
components conform to the
requirements of ASTM F1487.
AREA OF ..�
ACCESSIBLE/PROTECTIVE
SURFACING
(POURED-IN-PLACE SUGGESTED)
106 SQ.FT, THIS PLAY AREA & EQUIPMENT IS
DESIGNED FOR AGES 2-12 YEARS
IT IS THE MANUFACTURERS OPINION THAT
THIS PLAY AREA DOES CONFORM TO
AREA OF THE A.D.A. ACCESSIBILITY GUIDELINES (ADAAG),
ACCESSIBLE/PROTECTIVE
SURFACING ASSUMING AN ACCESSIBLE PROTECTIVE
f SURFACING IS PROVIDED, AS INDICATED, OR
(POURED-IN-PEACE SUGGESTED)
M,,, 57 SQ.FT. WITHIN THE ENTIRE USE ZONE.
STAT r
THIS CONCEPTUAL PLAN WAS BASED ON
AREA OF INFORMATION AVAILABLE TO US. PRIOR TO
13,10
ACCESSIBLE/PROTECTIVE CONSTRUCTION, DETAILED SITE INFORMATION
,a SURFACING
ru INCLUDING SITE DIMENSIONS, TOPOGRAPHY
LM (POURED-IN-PEACE SUGGESTED) EXISTING UTILITIES, SOIL CONDITIONS, AND
«�'
w„-,- 350 SQ.FT. DRAINAGE SOLUTIONS SHOULD BE OBTAINED,
....
EVALUATED, & UTILIZED IN THE FINAL DESIGN,
PLEASE VERIFY ALL DIMENSIONS OF PLAY
2 FUI AREA, SIZE, ORIENTATION, AND LOCATION OF
zPM
m ALL EXISTING UTILITIES, EQUIPMENT, AND
(WHUnD QW
SITE FURNISHINGS PRIOR TO ORDERING.
SLIDES SHOULD NOT
FACE THE HOT AFTERNOON SUN.
0
0
Q'°' 'xW p $' ;e ,, . CHOOSE A PROTECTIVE SURFACING MATERIAL
um
um Itlium 26)-31) THAT HAS A CRITICAL HEIGHT VALUE OF
Itup :.....:..:.'.,.;. AT LEAST THE HEIGHT OF THE HIGHEST
42'-7» '::':.�'::n�id:'�'� � �`
ACCESSIBLE PART/FALL HEIGHT OF THE
� N: ��� -3-a:'.:.':� ADJACENT EQUIPMENT. (REF. CONSUMER
..' ..'..:.'.. ` ° ,a,., '''''' PRODUCT SAFETY COMMISSION (CPSC)
":.'.'.'::::::'.'. .'.'.'.'. GUIDELINES, SECTION 10: SURFACING.)
:.;..:
ACCESSIBLE/PROTECTIVE SURFACING TO
BE A COMBINATION OF UNITARY AND
LOOSE FILL MATERIALS.
(POURED-IN-PLACE RUBBER & SAND)
AREA OF
ACCESSIBLE/PROTECTIVE IT IS THE MANUFACTURERS OPINION T
SURFACING V/(YRI) '(=) t IS PLAYS UCTUR CONFORMS TO
(POURED-IN-PLACE SUGGESTED) THE G FONIA CODE OF REGULATIONS l
716 SQ.FT. TITLE
2, DIVISION 4, CHAPTER 22.
-24 _211
P 7,
48 —4
DESIGNED BY:
-, CLH
COPYRIGHT: MARCH 1 2006
LANDSCAPE STRUCTURES, INC.
,IT78➢
W2�
WET=sougrW
Date Previous Drawing # Initials
QUOTE #944- 1 -3- 1 (5-- 12 AREA 8c FITNESS EQUIPMENT) QUOTE #944-1 -3-2 (2--5 AREA)
TOTAL ELEVATED PLAY COMPONENTS 8 TOTAL ELEVATED PLAY COMPONENTS 5 LANDSCAPE
TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0
TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 4 REQUIRED 4 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 4 REQUIRED
TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 4 ELM ffD 3 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 2 F WRM 2 601 7th STREET SOUTH - P.Q. BOX 198 os
TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 3 REQUIRED 3
TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 2 REQUIRED 2 PH. 1-800 3 LA8-0035NEsoTA AX:S1-763-972-6091
,r
SYSTEM TYPE:
"AFS�►L,F°��
RANCH SUMMITCOAST RECREATION PLAYBOOSTER
SCAM IN FM* AMM
PARK A
01 V ,o, z�
RANCHO CUCAMONG-A, CA GREGG ROGERS DRAWING #: led
944-1 -3
DESCRIPTION OFREVISION DATE CITY
APPROVED
F R A N C 1-10" U C A M 0 N G A
CITY u
RANCHO SUMMIT -
PARKA
PLAY EQUIPMENT
ApprovedCITY ENGINEER RCE u
.
DESIGNED BY: RECOMMENDED:
F
SCIRM 104
DRAWN BY 150 aularina Ave.,APT SHEET
Suite 160,
CHECKED BY: Carta Mesa, DRAWING NO.
Associates California 92626
tand®Cips ArchtteeturR 714 434-9803 (714)434-9109 FAX
I I I I I -1 - - _", 11
;
I
I �
11
- -
I
: 11111 11 ----______--______monow� I �I III 111 1 no-emonsompl� 'I III 11 11,111,111111111,11111111111111111 - __ ___ � -__ I I --
e - ______ ------i
_ I-- - _
I
I I
1 oiloill-loiii, p--% P--% j-_% AA - I I I - _1-1 I 1-11 I'll, -, 1-1 I'll... --111-1-11 I -11 �-11.- __-1_1_._11.__-______,I—' -1-1_11-11_1-_11___---- - -_1_.---1111-.1 11--l-l�111.111,�-��.",-"�",� 11. "I'll 1-1 111-1-1-1-1 "I - I'll I 1-11 - -1-11 1-1-11 -11 I 1111-1._1111-11 -_- I 11 �
IRRMTM OMTRWMqS UC UD (!�)Q) I E4 4 E4\ 41-1 I 11 -1 -1 11 11 - I 1. i__ _� '
�
I I
.
SO 6 " I ATM Lmmmm I I
I IN I 3m iw 12M 1 1
CALSENSE, CONTROLLER. SEE IRRIGATION LEGEND I I I I a / 13�.M . �. . � --� _____. �
I FOR SPECIFICATIONS AND MODEL NUMBER. 11 I HEAD SYMBOL LEGEND MAKER . MODEL N UMBER-DESCRIPTION . - - -------- I
�
CONTACT: ERIN HAGEN CELL(760) 580-1835 1 E-71 I I PJLL BOX Wn CONTROLM. VARW ___ - - NOZZLE ,.- ___ __PATTERN - GPM PSI RADIUS DETAIL ;�
I
I
� I I
I I I 1. CONTRACTOR SHALL PROVIDE AN APPROVED PULL A HUNTER 1-40-ADS-43 3.5" ROTOR POP-UP 43 90" 13.5 50 56' C !,
I SEE DETAIL,II,I,I�, SHEET U 41 E-10 49 1 ', -I,----- ____ �
Aiiiii - AR 22M I I
I .I`W .- AL HUNTER 1-40-ADS-43 3.5" ROTOR POP-UP i�
I I 1 i,v 610 . I I -, BOX AT EACH LOCATION WITH 2 EXTRA CONTROL - 11-1---___ -, __43 --1 80�, 13.5- 50 56' C �
Iw 5OF - -,____ ------- i
I
CONTRACTOR SHALL VERIFY ELECTRICAL STUB E4 49 1 WIRE WITH (1) ORANGE 'O HUNTER 43 � I �
I , -1.-4,01-36S-43 3.5" ROTOR POP-UP 3600 13.5 50 56' C �,
- __.,� _____
� �
I , I
0 �
- -
I LOCATION AND INSTALL CONDUIT SWEEP THROUGH I " I I WIRE FROM CONTROLLER 'LOCATION TO FARTHEST -20-ADS-3.5 4" ROTOR POP-UP 3.5 gly 1 ,34- �07 40 _E__ I �
� � - 11 � - I -1 ,� 11 1104 AL HUNTER I
I Iw/ :i i 1F6 ti POINT IN BOTH DIRECTIONS WITH 36" EXPANSION r. ---- I - - . --- �
PAD INTO STRONG BOX FROM ADJACENT METER BOX 11 � 1 4 ; I I I , 1 41 , . I I
I I �, ' �
'
I !; � I 1, , 1 : 10 - . .� LOO�&--FOR- FUTURE Sun - --______ it HUNTER 1-20-ADS-3.5 4 ROTOR POP-UP 3.5 �
t ONS.
; ii � 180� 3.4 50 , 40'
BY UTILITY COMPANY. CONTRACTOR IS RESPONSIBLE t. t I L i i I _--,--- 1, - C :
I �
1 2 -_ � ____- � . -11______ I
I � o �.' -1
in / 315 t I , � on , � I I I 0 1:
, 'm . F" : rm . In wm � ml , I HUNTER 1-20-36S-3.5 4" ROTOR POP-UP 3.5 3600 13.4 50 _. :
I ; NM :i I rm - I : i .
I NECTION(S). IN ADDITION, I � I m_ = 1 : MIN : w m i . " � mmmm � go : m , �
I I I I I
- 1 0 1 1 � � s ! I 1.��-'� � i, ;, __ I 40t 0 1
, z1;-1-111_",,___ 4 � - -
��111111�!111.,Z ___... � jili '41" 1 ___ -
.
� � - .?-.,-,,� ''!:��.��)�*".%�,'k'k',i�,,,�,�,��,�',""&Iikl-",;:,"�ll'���,�1:1,�,:,t,;"'.�,,*,,���,��,%:,N."�"'':,;:;�,,,;�,QV�,,�.,,,,,�,,,,,,.;,,,,�",fl�,;''�,!�z,",',.'�,3',',",,'�:1 I ,_ 4 � f I
10 � V, " v -11, ."'-'A.V�-, , . � �:: ',;�
lo*�-..,,,�,.�,,�:�,�,,�,,.,.,,'*,�:��r�,.*�;�,,�����-i''�'.-�'� 1_�Otll:%7�tl;i�l I � I .� I I t
, on _.is I .- ; ; , : 1"" z HUNTER
CONTRACTOR SHALL PROVIDE A GROUNDED WATERPROOF -11A, .- I , -_ I . , I I i! PGH-ADV-06 12" ROTOR POP-UP 6 �
I . go � on i IIIII . � � I ! . 90, - 2.7 50 38' C �
1, f i - 1. �, i = 11 � I - �
. � ,,."���-,.!o,�-,�,�i��-.�-"`t"` :����.___._1,�......._"__'-,-��000lIIII� 114' � "I 3/� ; I o I � 7 50 ___7__& �
00 "`,�:� -'....1-111__..-�,"..,1- I 1� :
OUTLET WITHIN STRONG BOX. .":1:�"J ,_11.11 I—.1-11.1- y 4; ! t � : w AL HUNTER P
I . � ; ; � GH-ADV-06 12" ROTOR POP-UP
,. � I ..." ; � � I ,,,, �, RAW' COMMUNICATMP440W MOD" _____ I ------- 6 180!l 2. , 38 1 1
1 1 - 00 .-11 I , ......_ �...I , " I 1
, on _7_11 I __ I / f ; %. 111. -
I . - _,,�";� .I_ � I � I ,I � -____ -_
t I _._," ,
- I _,��f-j,,',''! _ ; I I I -I-------
wo "',_,, , __ �1 ". , : � ,�� I ',, �
__ ". ___', , ��, � i )a HUNTER PGH-36V-06 12" ROTOR POP-UP - !
10 _i _', __ " ?� I .'' If ; I � - I I 1 1 6 3rwl 2.7 50 38 C
t a .. ' -,,,,, .1 , \, I �
I'm � �n.�.,,, . /I , t � i 1 _ - ------ I I I i
, ...... Ili, ly I____ - " , t, , I i � I _�IIIRINIIMPINIMRII� -
: ORK I .�F�,g%l ,�! ,...* I � I � I 1� -, � I ' C04TACT CALSENSE PRIOR TO INSTALLATION � I , � ��
., _ . . �
Vq .' ' , . 1 111-11....-1-.____ �
CONTRACTOR SHALL COORDINATE FINAL CONTROLLER(S op .yt.__":.,!`;' ' It ,�,......,"""', � 11 11% - � - HUNTER PGH-ADV-06 12"" ROTOR STANDARD .
... --..1.11111--__,_ i f 1��� ; " � RADIO SURVEY BY CALSENSE RADIO �
I I A I ,�� _1-11- % �_............-_�'ll,��ll,�l--'�,,�,�-.,��-.,�.".�.I.I�� I , I � t I C
I 1) OF VA V" t,'pr';��1_ I ;�f_` ".......-1...--1--.-- i��, ", 11 ; ' FI + 4 6 3600 1 80" W 2.0 2.0 2.0 30 34' :
I I '1� , __ I, , ._1.-_..-1-- ....._ J,� 114' . : �� _.", i i ' I - -.-. --------- I—— ___ I �
`
LOCAT ON IN ADVANCE WITH THE CITY OF I OV, _4� '.,"- I% ,.,..� 3y" "I "I I I
� , ... � I 11 ; I
I I 11;,�'11111 __)� TECkNICIAN AT (800) 572-8608.
"m 10, - "".11_ .. ` "I lj�__ " ! 11 1 I i 8 Q 1806 SA 6" POP-UP TURF SPRAY B,E i
__ �...I 11 �! z �
0% ,-- ___1 I....... lo, ii� � I I . I I 3600 180' 900 4.86 2.43 1.22 25 17' �
:"_,t";_., I � RAINBIRD
" 11 _......___' ......... I ", I i 11 rA 18VAN
. _ __ ......__ -i,,,,� 4 :w.......':--------IQ "I 1w"'I"', i � I I I `I`Hit SITE HAS NOT BEEN TESTED POR LOCAL - ' I I I - -_ , . I �
RANCHO CUCAMONGA TO VERIFY RECEPTION. I, I
. " ill VK I
_ "t 1 1 ill I ,A 9,;
""
,lk_,� ! � -, i
7 11 .11
: vo - go _ 2" ___, 1.�F2, /I .'_, I
__I I-11 �_n I . I I
,:;7�.;,�,S;" _____ 1"�� .__,___'.. " .I _,-,_1 I ,-1i,,`11',, 1.11�. ,I RAINBIRD 1806 SAM-PRS 6" POP-UP TURF SPRAY �
_,,,,.,,,�,�t�',r __ 1-1 � # is % 0
� , . _� "" 1'�f,,.� I__ ��,V_ I. ___", --1 / -, I I - -15H,U-15Q 360" 180" W 3.30 1.65 .83 25 14 A I I
I _:,:�", ., ."* '. -I� '. I 15F,U
� I _ . - ,,; , . ,-,, __ - 111------1---- U
, 11 , _ , � �
::�, __.�,F ,11. '. ",. ___ t. _........" ______-1-1....� / � 't. � RAUIO COMMUNICATION AND MAY REQUIRE AN
. 1. I - ....�, ,
--- --,----- - 1 _______ �`'' .'' " _ �t, I -,.,.-.-.---11-.......___ � ,4,1 1 1 1 1 - - ;
1-1 - � _ -
� �141 'I�. `
I . - t, _1_11- I � 1� 0 AND/OR HUB. RAINBIRD 1806 SAM-PRS 6" POP-UP TURF SPRAY LOW GPM U-12F,U-12H.U-12Q 3600 180' 90' 2.40 1.20 .60 25 11' A �
,
-,-------- ;" . I.." , --.1.1..11.-1_ .. 11
1. I _ "' '.� 1...-_1,._ , ! 1 �
� 01 . _. I ".. _ I :�
,,, 11 .�:'-,,- ' -1114, -I - �
;�'_,'_1...._ � " I t 1 ALTERNATE LOCAL RADI
* 1111- "
I 31��"D � �1. ,,�'� � -1.1 ".., -,_ il -1 11 " I * ........I-_ - � ;
, it ._. I "'. �
� �� . 11_,..; , _� i .1 1 4 ". I ! I ; , _j __�__
11 ,- I , 'I., '-. ...... , _ I 1, � " ---.-- -_
"I _ .4 ! , i
I ,, .�, I , - 'i -1 .", 1 1/4 to -,", ""I . ., I , i; 0 4z m RAINBIRD 1806 SAM-PRS 6" POP-UP TURF SPRAY LOW ANGLE 9f I
4�. t *,I ,_,,�; . 11 ,_111- I � _ � '.� � , 1 OF,
� I .: , 1 , I 1 OH,1 00 (1 OVAN IF REQ*D.) 360* 180' 9T 1.44 .72 .3
,.:;,--,-\ �. -� � � 11 I ; !! -1 11____ A
�� � : �. - 00 00,,�`�,�,� � 11 __ I—.___ " �........_�_. ,__,� 11.�;,: if 11 � i I " � 6 25 �
, , " '. e : I �;�-�� 1", I . 1 1/4#I ;10 . �...�_ i I I I I_ I
llt� . � i �,,,,,, _., , _111- '� I ____ I
i .I '� -1. �� 4 1 ��,,t ; --- -_
, � � "I". - I .1.11. t I
1�", � to "', IF __-1 ill .�I.. It I I I �/" I � .11111�t 11 I I I i ii I �
11 � ,; " I . ., 00 omm no mm 2 1V" __!m=7 . m m Nj RAINBIRD, -PRS 12" POP-UP SHRUB SPRAY LOW GP 'D.) 360- 180- 90- 1,
-, .1, mw--1=_=w- .1._�t�111_ I � 1 1812 SAM
1� _- _ - 100 __.r". ,;-,�- ; ; , M 18F,1 8H,1 BQ (1 8VAN IF REQ 4.86 2.43 1.2� 25 17' B �
- _... : � I
,
I 1. -,:, , ,,, 0 OT, _,t: -;S", _"�_� ,"_1, _11111, \ oo_.___. ,iM__ � llw_ _,___`,",,,_ ," i ,4 i
� '� '% :, � ��` �......._ �� _ I ",��. it it 1 I.... %; i � ____- --- I - -_ 1:
I . � ". 11 IF ,
,
. � . .... , ' 180- W 3.30 1.65 .83 25 14 1 �
\ %� , .11�.., i . I �,,� N " POP-UP SHRUB SPRAY 15F,1 5H,1 5Q (1 5VAN IF REQ D.) 360 B
I "I
�% � I 10 ,t��,,-40 314, 1 � I � .... .. 11 to `000`ioo_I 1 �� 4,1,,, i ; I RAINBIRD 1812 SAM-PRS 12
.1 "I . , ""' 00_40_000- "' 1, FLM METER GERT111FICAMON
\'I _, ___ , 4,-- , . * y V
t I 11 t,
I )" `� � I I .-____ 1,V Y4 , , �' 1111111-41- _�_ 0 �� I 1 ,4/ 1 "'r -
` % I .�, ,,, .k,:, .,,.__--1--__ I 1. 11 I—— I I I I, It .i : I �,,��I.j al �
, I I,I� - ,... _6100, ,� ,, � � I
.�. t IV,% .. 3yll ''I I �, ..00 , ,�, m 3 to t i �`., t . I RAINBIRD ,-- �,
,
� I" I , 1 , 111�," 11 I �' CONTRACTOR SHALL OBTAIN FLOW METER 0 w IV 1812 SAM-PRS 12" POP-UP SHRUB SPR 2Q (12VAN IF REQ'D.) 3600 18UI 90- 2.40 1.20 .60 25 1 11' B I
\\�.*,,� , � ______', _Uw " is I �,*_
�
, � ;;-�_ ...I
"
-
I )" 1�1, I 001. " 5f � ,C�k�K"",, ' � 1141 11 fl� I
" % �� ., ." ,c"w", _ "' . , ftfil ;�66 3,/ '111_�� i
\ ,, 1 ��� '
- ,I. I ,t:,',;V,. - ., !,�, .1w- I 11
�.� I �� _,____...' � ,i �;Iw;�11 ."." -1 -. �I- I w(_) �,* ; "I'l��'ll"�,�1.11.��'i""""",*'*, OERTIRCATION PRIOR TO LANDSCAPE MAINTENANCE - __ :
7
I - "Q1, .1 - �
, I I I t I—— � - 41 "I-;,�-�..�'..'�.1-1111.111,�-�-11__--1.--.4,. - 0_ * RAINBIRD OH,I 00 (1 REQ`D.) 360" 180' 90lo 1.44-- -- 25 9t B �
.I, . , I "I 11-1 �
�_ I �� 1
_111,--= mw me ;;7 , V2 11 Amb, ;
\ , ,;� -.,.,.,; � 11 I/ 7_7 - ,111� no
, .%!� I. �,��, _11 -, ,�-- I I 11`-1 I __1 I
�� ��� , ...? _..._�� r :
% �
� __ �t� , . ,.,,, � ", OP 1�0 No
,, , 00,
t,
__ .,.,.
___ .
.
'' t, , ,
1\ 0 1 .1, ,-111-- I��,?� ..�"'.',�".",�,, __. 11`11.1�,�; V *
�t -, , , * .
� ,�_ i
_-t ,� , _� sm I
I " &- , 1, , �I_'._i,�! _,_ .1-1- 40' ,., .. 1,��� �'.777... I I/ let 11 , - -_________ 1812 SAM-PRS 12" POP-UP SHRUB SPRAY LOW ANGLE 10F.1 �
1, � '...1-1" -1 � 11 '� """"" � ��' ; I
t� � I'% '11, , _ � .. ". 0 ..., .1 -11 4 '. iNspEcTiON WITH LANDSCAPE ARCHITECT AND CITY -_
� _o 11. I I . ,,, -1 pr . . I �_� I 1--.1J,, ; �
, I ____ OVAN IF .72].36
1".., , 1, ,-� _111111--�_ - 0 ) ill ,,,.,:,,. ; - --- i
. \ I 11 " �, 1, /I ft - ,�,.".. f, I a RAINBIRD SHRUB BUBBLER
11- ! -, �
; �, , �I,11. I I 11 't ,,rr, , *1 .�.'__ ootiI , 1. , t I i � . I , 2����0.25 1 1 5 BUB J �
11 " ., 31- . - I I '1000 , __, ��0000�o� I 11 Y4 11 /1 "I ,� I , REORESENTATIVE. CONTACT CALSENSE FOR 1401 �
I .", _ '.1, __._.___,_, � I
_,", 11 t�ll T. y
�,,,
I , _% f4 - '11, �,,, Im" .i�..;_; -, "' � `_-, I
, - ,
. �' � " . �
_11 '.1.111........ '0 ot" : 71" 1 1. ,", !
�\ I .., � * I . ,I I I !,� ��
I .
� .
."', 'A � � -/4 1 � I f .... ..V-�: I I
.
" , I
.",\ .11 11 '�, 11 -11 _ .1� i ojz;,.-,� ,'4 , ! % AN APPOINTMENT AT (800) 572-8608 �
t, � I
� I _ I I " 1 '/4 '.'1.j!_;t_, , i I ,
�, , �;, k1m 11 ;., I'... A.�, It I i ., � , �
_ , I�A. .4 , . I I I
" I ': , 1, __ 11 ,�m!� : ,� �Z� ��11�
,4 ,.'. � �1� f � i t ii �, Iiiiiiiiiiiiiii[Ammommumm�
� � �
I %� " ..".. ." 11 __ 1 0 .m.�. ___ -I ?mm �:! ___.�, i I � 1:11,� �
I � i I w
- 11 _, / .�! �� a A I * 4 :, " 11 '.
,� ,�, �' __ 114' . 1� � I
� ,% _ 1 , . I f , I - �, ,� I - . MIN
. " 'i, I 1�� ___ � I. 1.111--,.______71-1.11---11-11-,�,�.,�.-",��'.."-""��ll-I'll-, � �-1,,""" �! " 1 ! !Y�� I -_-_-_ �
,�\ I. �, � I ___'__, ,,I I _".�_ _`_ , �_ / i.- 11 21 _....... � ; . W~TM I
-,
", � "".., \'14, I'-_",". ..,-,�.-�..'�l.-I.-�-..,,�-.11'�, _ � 11I . I L/�' / .,. , "
� ,*, ,,,,,,,, �, A " . __'_...._ �., .t�l 00 V�61 `�.Op �, _I_. -,-;��. ,
, .�, I - , . ! I- .1 - __
. _ ,�4 11., ; ! !F,�,..�
, 'N I", ' 111-1- ---.1I-1-1-_ _, � "it", I ,.,�
. - -111- , ""' I "I'��,�,-�.,�.....",�'..��.""� �_
. _T1Ty__'_`1* X__��': `
,�11 8.1, 11 'I'., ____............ OP_ ___, ill ,�....11 I., �,_, LLL -- I ___zl ..� '. 00 " ;
`I\ � . )O , ..... , j . .
�J.. " ,\�11.�, ,, 3 -, , _,.,d"'--_ I � 'w " - : , I" SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION �
, ", 11 It � 4 ; 't "," ,. . *1 DETAIL
11� -,, /," 3y" .!, �A:�.o "'." 6 . I I , I I .;;;II�� ''t �
, "" .
, 1 4- 1 '.." ____ �, I -
"' _' - , ._je,-,.:-�-j$g - ______ -- :
, _ .! 1111.11��
I I*��", ,. �! i 10 " P-PRS-D PRESSURE REDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR SIZE i
,�, .� * I`�,,�,,,, m � " , 40 1 "
, ... ., ____ I'll `t -11 � I , -_� �v 3
� ��� ,., \ ;. �, __ I 00 n, ,,,, - _ f� ! �,.", , ,;%,� 't' 11 1 1$".-.'.�,"��'.�"''.�.,�-."�l- RAINBIRD EFB-C
", __._", �,� �t_1__'-11_1111` "I, � ,�", -1 ,',`,,___.1"`� � � .� ; �'
. � , .-I.,;.....� " J, �......!-,n I I 'O
, ,�
........ � _, . li�� 11] , _1 00
m'. ,�.., % � �, 1� I . ,t�"n,',4,� -��;:��'� * ,, - e _� � .'_, __�� I"'. 'r .,.-, , t � , �
�- %," , I I -,��' ��,�,;,,,. '00 '. "7""'i ,� _ , . ;0 , I rl;., ,�r",..�i�,�'ll"�i�-C,,,,�,l��...'�,,�..".�Ill.l.,, - - - �
'. � 't, *,`%*"I,. �-, 1� "I " 1, t ", -401. f L !F� , " " I %1, , " !_...�:�� � . ;
I I',- ��,'�, 1� � , , ',��"` �� .1 �, 21/2'.1 � I 1�' �v !1 ,,-,,,,-- RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SEE PLAN FOR SIZE I I �
. "',,% -, , 401W ; !1____�, Q)
I \ I I
t "I , I , - __ I
� , * ,,-:%:�- _ I II 11 I , I I P.O.C. PER CIVIL ENGINEER'S WATER
6"I"', ,
: I I 1 op, '.1""XII.111"t Ill , 'I; r,1�11.- ,_......1" 1 3/�' �:�,� , OF "I'll . ; ,
,
�
_ . �".� ,
� ��.� 14' # _�. ��, I I, t
. I *4 � .I r-N -1'. A i, I �z. , "'-1", "t i �� ! M A �i f�_____ -_ I
'. � " � , , Ift �4 .& ,�1�1' , N I , "I IMPROVEMENT PLANS (VERIFY LOCATION) NOT SHOWN CARSON VALVES TO BE PLACED IN A CARSON OR AP UAL VALVE BOX N/A
1�I , � ,��'' 1 21/2 >,/ 111.-_ : I � I �!1z11...11-_>
. m to I 4 i J?z I I--F, 4W "' "'I"1111, I � ..
, , I I I � � I ,
,
� � �,�, " '��' ,I � P 3 of ,.; ! , 1 1 ,
. ,PROVED EQ i
..
I 1%",'\ ,� !, ,z .,� �# 0 � 11' 11 . _.,.%. 114' 'l, , ,"-__ x� ( _- � �
1. "�, . .w .... . I ". , '" � �� __1_.____+_)._ __JjI........
I -1., I
.�� " .: I � I I'll, 4 .. "" 1 *111�11 , I k
,,I 1, ., I ,I �%� . " � t � 0 i
� i
� /4 1 1,� � -11-., 1 ! li . . II � . RAINBIR LERS EVERY 150. INSTALL IN GROUNDCOVER. i
.,t .\" , , -� � * ,� -� 0 . , / " I - i `_,,-, � I I L
, ..O. I I -
I "�..1 I 1. . * - ,*-,, .,. , : �4�, 4t "i `', " . i .-_______11 () --- i
I , \1, L� lle;; �*� . ,to ,I i , - 1� Albo,11,:" 114' 11 f 1� , � " ; I ERING - I
-,�1, .1k �77._,*4'z` - A __
,
I
.
\,\1 1 ` , , , .4titr / I ,- ; I i i `,� I � 7
� �� 11 � I ,� � �N", t i 1. I
.1� %� I t, . 1� � t � �
, Ali , \ � � � �
. I " , / �, , ml WILKENS 500 SERIES OR EQUAL PRESSURE REGULATOR - Z3j- N/A �
. � , V0 I" 1'. , 10 4-�, 1, Ft......�" i �
.� , . 11 , 5/ � '�. � ; HkX' t)X WAY �
,�f �L .,
I . � '4. 1 � � , . , I
11 , mwi It, - . ,� 1* ,]A"- _
� %\ " . �, le , , I I- �_f� "*-, IVI
, 4,1.11`�`� ,,, " # " *#*I , ,�'
I � , 4I 4 ## m .4w* 151�1" ,�__",�:"`, .., �'n",?��,�' 4f -"" APPROVED WATER IMPROVEMENT PLANS. -
,� _ -
I 11� 1'� I V
, , � � ', ,.& - -
. , '. 11 . I 1. 114' ._4i 1 X" - to - 1,4, to ,� � ; ! -1 --1-11L1. FEBCO �
.t I � -!.;�, 0 4 � ; i , TRACT NO._Ioloo,,I,I��� (3) 825-YD, 4" BACKFLOW PLACED IN A STRONG BOX BACKFLOW COVE dODEL BC-30CR r i
I I 1�'.. .. " 11�� � 1 � I ;
� lot . I 'I', � �
I , "k Iv �., .. �,� " 1 ! � ,��, i I 11 n -11."',� - I ____ COLOR TO BE SELECTED BY CITY OF RANCHO CUCAMONGA REPRESE TATIVE �
. . . -. I " \"I 'TA-;t,�_" ,�,-,�."", 11 4 '/4" 4P - � . '/ am "I -11" " �� , No , -1 7 1i , I
\ � 114' :1, \!11
,
,
3K, 00 '.
� �.,� ", I 1, I � �, _ � I I ,Z t I 1.1"t i "I _ 1� -
.
11 � � 11 I �. . , I 11 , 11 I� ", 4-"-,-% I 1! I I I I � _11,� 1, PAGE NO. OF P.O.Cu--§_QE_fi_ �
� , " I 1411_ I I I I I , ED i
I � t I., __ I I , ':� �� I, " I 1�. :, �, CALSENSE FM �
I! . .1 .�, 11 , /,,� � , -1.5 FLOW METER
- I � '. - , . . t
I i I
�. , � -1 \ :; ! ! -
1, � �, 1.4 .,.,I - "/� ,\ " I ,:, . " \-,`�,� /F .2 m I ! t
� I " 1.# , t, , , as H
, I. , \ I � � " � , \.../ y - ",./�, t. f it, ,� � I � � � -_
I .,, I" " ,� , I 72 , i I �
� � ./ I ! I'_ 1 77 � � -_ I �
I "I ,�, *1V I� I � (0) � \ , � t : % . SU RIC DIAPHRAGM 2" MASTER GLOBE VALVE �
I I I , , 4% �� -1,-It:* , � .. - X- " ,
: �,
, 1 N , .� . I
I 11 I . /I " .., " ,�It-�- I ", .1,\1, ��, i I �..�', ��,�, P.O.0 CA Ar. METER SIZE__X_ , �
,
, I I , z ', �,", � "� it 1 1 ,' -, � A� "\ ,, I I I.. . .1 � i-4 \ I \ I � " a)
-
I , 6' �, I" , 1, r X a,\ " , ,P2 Y4"'mm %!VVI ION 1 ! :: I
*
. " V, ,.'I. . to I - I , � � %, -
I I . I , I ."�. , ." I le ,,�� ; " 11 .� I '' � ;..' � I ,i 1, - I-, �
N �� , . , I , a I i " - I
. .. _� _ # t , , � ,� " I , , �� t
� I . I ". , , - / / �. . 11" I I � 11
, 11, 1`1 " t .. I ! I �� " DOMESTIC SERVICE ,
1� �,--% � � I/ "I t � : I (PROVIDED BY OWNER).
��,, �. 1* " ': -+. ,-,, ��'? -,,, �.- , " -.:�',` 11. I 1_111tll .,IF. " WATTS SERIES WGV 2* GATE VALVE K
� , "I I .1 "I , - ,tF,_,,,,;_/4.,ji,,. 1`t4l. I I 1�_� -11111.1_1---11 _ - �
, " I � 11� ' ',',:4 j ��'. .�
�� .1 ,;� ** 2 Y:2 � . � �r. ; , _ ,�� !
�tr'. ,�� , . �x f`1
, �� �,'.: � , - I ,,��, , 0
�& 0 � . �, ___ I ,�," i 11L "I ,. -
I -� � �', � %* " _ , I I F,,,,-� , ��,�,�: �,',. __,_".,_,�,",�", ,. �,,�,,�,�.111,�,�'ll,�'..",�,.�1-1 .1-1-11 I,_.......16',----- I ,� �
� � I ,.. , I �,j,�, / I !
,� , "t, I _. '. _11 � 1'� ,.-�-,',,���� % ... , i �1/
I + :, ,�,,'+ " , __ __
.,:'.�_., ,
%' . " �11 1� "N , 1, I "I \. . , I I �,Z,;;, - 'r-," N�,,��, I ' �
, � . � t%t ,,, . 1, -1 / �, ,�,, 11� " , 't, -, , , .1
, ,:�:' "I -�,, / I I&
+' I / � �
1�
�, F � .1111ilk 11 \1"i ." �', 'V"-�%'_-�:z'.,�!�-,__ I ., "". " �. I �,,,, ." e" ." .\ ,t-., �11 ; -2000-16-MLR-RB-WG-RR-SSE-R AND ET2000-12-ML-WG-RR-SSE-R PHONE MODEM �
, , ."
� " I . ,.,.,.1, - -;�,,,, 6. , 4 ". , � (D
I � \ -�, I�N' �;, 1, 4#".I 11, ,
, , , NO* I 114 K , �, ', 4p� -0
, ,
. '.I. �� I I, , _,,, ., � " �., I., _ ." � �Ilt, ""� "I I , I � I (D CALSENSE MODEL ET 5
I %, I "11,,11 , "� . 1�1 ,�t, ,.,/I",1; 11 I/ 18 11 ,., 11-S�,", \ ;- I ; ' I." STATIC PRESSURE 50 PSI
. I � ".
I_,;
,��' �, , , , -11�. ', _,::,��t ,; m , ,�. .1 I I , - -7171-D COMMUNICATION CABLE INSIDE i
1� I -1 " ", I '. \ 1�1 � � 11� �
I , . , " �' '. �, 1:41� , �
I �, � , . 'I llw\�Av _, ". I , ,�".\ 1 1 RAIN BUCKET. CONTROLLERS ARE LINKED WITH P
, ,
" ., � , ., � I
".,. '�,,, 1'1�, ,� _�' i _,_ I I � A," " �\ ,��.- - I
i I - 1, , . ��!� ,,,'\ � 1.� '� ,� , " .11-" :
�
,
,
I I ,� ,. ,, .
.
.� 1�1 �, to ) . � ,�
",
.111-11 t,
"
V � �. t, -111, -1 , j �� 4
,� , ,V 1.1, CUCAMONGA COUNTY WATER DISTRICT D IIN THE STORAGE ROOM OF THE RESTROOM BUILDING. SEE PLAN FOR " I
k\, �., , . "I I (DO
��, I I , I.., 1� ,�� I . -____--.--______
I �� I
11 � ",, " �� 't ,�,; ��,8" �,� __K_ I ,�-_-.,. .��"" . - � � . � .,", 114' � t � .CONTROLLER LOCATIONS. M,N
t, � I / I " "
.., � I , " � as Al 1i .1 I
% ,.�� %, it .." \, � �," �,�,......... , �
,
, , 'If , � �
I I I ._ "(',�, " �V, ,� 1. ' 'I -f,__ - _ ,�, , ,I' 2" 1 I., I INFORMATION FROM: �
,
I I, ., � ,;� 4......_ _., ", 4 __-1 � "I �; i m ..": � - -____ ______ - !
I .. I � - ,� � �) � I - , , �: , ., I �' ; I _..
11 � ��_ � \ � � , -11-1""' 114' ki '�;,/_�� , am , ,_ III,�1 " - ..,�,.t�' ; 's'k
,
� i'l\ �, f %)I _,11 � ". +�., ,
,
.�, . "" I,/, I 1� ,,, , .,* ,�,,7- i" �i ,,��t ,,,�_.�,,,_ / _.�,� � . , �, 1� I �� �, ,,,`,� �,�,,I� " il I- ---- . I
. , � 1, I ,`�, -� #7 .,,.-,- � 1, � ", 1- . "Ill � :�' r t
� - % ,:;,V',� " 111it I 1; AA ki
1� ." - .,,'�, ,,, - I 1��; I �. IN �
.., ��,,e�. 1, �w .,"11�"' 'I . I . 1-k-". C., � I- �% _,""" % 2" - do __�_ � :-, _ � m mm mm m PVC CLASS 315 MAINLINE, SIZE 2" OR GREATER - SEE PLAN FOR SIZE, MIN. COVER 18 D i
� �e_ 1�, 11 4 I- � "':1 _�. __ ' - I - �1w, � � I t,-W_.,-,'�,, _�..- to -_ 0__�.�,'I_", I ; J'f�� I it DATE' APPROVED �
�t I ,,,, I *t - 1 I I 1 V4 . �� __11 i 3 z
.., , I I ,- I " " �� �j ------------------------ -_ - 1-1-------_ �
I , , � \I+, ., 1......--- . � . . V , , I . __
� , . ,
I . I %. % , , ,IV I ',� I " i . ; t ,� 1 -_ , , � I,I 1111 -
� . I i--_ � 11111 I�1 .� 1 ll No mm mm m " - "
% I � .1 I
.� -1 , 1. � "" ,"! -. --___-____________ I I SEE PLAN FOR SIZE, MIN. COVER 18 D :
. ,t�,�.11 � ,�, 1 � 11�� l 3/1' I i�/s,,,,,, �, t - i , � I 11
'
. � , 'k 1, �%, 111� . ... , __" jr_I . �-�i/.` F411\ 't "" [-,if ,
\ I., A& " �-,, tt _-111' � I � \ , "
,
, A I
1�- I \ '11� 11,e .# 1, "�. .47 , I 0 MAINLINE, SIZE LESS THAN 2
, ,
.., 1� _ \ ,�,,, � �1- , . . 12111. � 1/4 I I I " ,�� ;; L_ - _j - - - � �
_ t . I ,.?.- -,;t,-,r,- -4 le ou I.' 1. ,"" i------- �
11 . ! -,- , I , ______ r__ -- _`1 APPROVED PVC SCH 40 SLEEVES TO BE TWICE SIZE OF THE SLEEVED PIPE OR AS NOTED, MIN. COVER 12" ?
.� * #� � . , ., -114'i . 1l16lr___ """ i F4\&
I +1� ; ,� �', k ", `II.-,00' 0 1 � .IV � �: I .,,"�
I �'�� � .4 V_1__i, i 1� � �: ! - �
MAXIMU�� . � �� 11 '.� wi, W4 _ ---__ �
,
I 10' 6ETWEEN METER AN .-,' 1 t" . �,`-.____ ___ �� i Iq I I E
1 * I "
I " ! � I!I " .1 L� , I
., - , I ; . , . -""��'.�*� " , " � APPROVED PVC SCH 40 LATERAL LINE, SEE PLAN FOR SIZE, MIN. COVER 12 1
4# V+ ,* ill , . I , 1� ' '. 11, 1
,�
,4
1 " , ,�, 11 __
3/111 I . . . -.1 ] .. �"" i ", I I
I
.' 4 � 11 . _ " ." , I I I r __�_ ____i�� " i . I -
I , -i i r,-,; I " 1: V t ,
.. t I t
AND BAC�FLOW PREVENTER. ,� �11 .11 .111' � � "+J.�, A , . " f ; �, ; i r ,; , �
.1 .. . .` �, . 1 !!%�,*117 2111 . I . J . I It I -�' \!f/ I- D
:: I 11 "', 1� 1. i _ I
I " �. I � _1 " l I
�__��� � ". 111�1� : ,, --1 � ! ; , �
I . , 21/2"I`.`,,,'� .-i ' , - I It_ 1 ','3 �;t ',� " ,�!
k ; �-, I 1 'e, - 4 �, _/ _.-, I I ,,, , � - �
� . , � I ; ; �l -`�; P 1419-13B INDUSTRY PULL BOX MARKED 'ELECTRIC* W/ 36" EXPANSION LOOPS IN BOX, TYP. P �
,
"! , "' % " I J1 , /" I
�. , I � 1� .
11� , .17 11 - . 11 I __, ,7 � � 1�r
"---__4" � 11 � , �.Y; CARSON
.( 1,3 :, t I
I , , , " ,�' 1__., / , I t
,
� ; 11 "I ._ I ,� " i� � _-..." 3 . I I 11
�" I �11- I , , , , , , , , I
Ir 11 � , ,1, I, I , � .......I " t. I I .. . #
I , ." , : ,;t� ,. . ,.�:: � .. _. low - , A I
%1, "� .,� 1� t, '�_I__,t...... ,� I �, 1". � --_ -_ �
\1� I y � 1. -,.� N I il/1, � 1, - 1%% low ,�., . -3 � I. ;
, , 11 -1 . �.�� , ,
. ,� 11 I 1, o I , _, ,,� ", I 'It. I �, .� I I i ; I
; /I . . l� 4 �, 4 - � � , I'. " 1 ,� -, ,!! PROPOSED ELECTRICAL SERVICE PER UTILITY PLANS �
I � ! -
� �. I � �,I I I / . , , !t I � ,
% , 11. , 1 No � ,, .. - _ I I I t
I I � 1. ` \ V11 , - -- � � _� I I I I ;" ,,, , .: N/A I
" ',��, I . 21/2 1#1 ., " i I_lk �--I:` " \1...", -1 I -, " -4"," ; ,., ? : r� 'L'A(L.J., t
; � I I � i F'�,, . &
I -� � * \ �\% ,?�, I . I . Z" , � y W " , : ,:,r t 't - -_
4�, . �,.' wfti6l N, . ,,oq4 If I 1 9
, "'
,
,
'� � I 1i * �` , �, I ___. - � 1 1
1� I I I " _ ,_� �..,T I `;11. I �,, '?, � �! �
,, w +% I`,1, , ,�� " ? I It 10
- � , ,�` � . qv"6 /4 I , to I. I i / , PROPOSED 3" DOMES ONGA COUNTY WATER DISTRICT (909) 987-2591 1
, 11 ,
�� -, 11, \ I 1 , �', � � ,., & ."! ,,� ! I,,�, -, �;
, Y4 to %� ��.,"�' " I `�, I I _ 3/!' 1 N/A
I 1�1 1��_ I -11, i I --- ____
t.�,� ., ," IN - f., " ill 1- -�,,�1,1�1;1_,11�1"� .�, / �111'1 i,.:,� �, I � I :
I % ; "I �,12� \ ,� '4
, I I
I �,, , : I I
, I . 1."I'%-" _.,� ,. " � ��..��:�,: , I i !
11 . � ""'. t�__ I -.1-11t,
, 1� , I%, � . 1 � .. ., �..��� J .�, ,.�', �
� \� '(1 �1� '01�',''.,' , TL I 1, _ %. to , 1- � 21 � �� PROPOSED BOOSTER PUMP PER UNITED GREEN TECH SPECIFICATIONS. REFER TO SHEET L-8 :
,_. 7 , I � / ` :1,11 f 1 y - F I
% - vi� 1/,'1� 11 -_ t
. � 'Ii � I I 1. r. __ �
w 1 CONTIN �
%,��' . , - __ 4 " I, t I 11 �! -MF �
I, � CED
, .
`k_`�'.�,�,,I� ,,.." ,I," I � ��'� �" 41i 1-11 It , /" �::..�i-_.,, .:.�e ` /�t" // `t'� 4,,` ',,_ .�; 1. if I � .
, 11
" -
�
�� � " ,\ 2. 'I I --,r, , � \ .' X' ' �,�., , , I i �, i ON OF LATERAL OR MAINLINE, REFER TO ADJACENT MATCHLINE SHEET NO.
11 , .,�, ; �� "I% ;, � ��` 1 ,7- 1 -.1., ; ..,�;,", I I t', � N/A �
I .
I ,..�". " pom - to . �� N � N "'.11 1, ,"%, ,;", � _J, I �, �'z - - ___ �
::'.111 1, , , . , I Z� 1, 4 "I , ,,.,�"' �,, , :,, - , 0, , � * ��
. "' "ir i, Y4 I -- I f 1
2" 1 � , I" ,, , , ---:7
, �
�t, I �, .J �, . ,_ ,_ - \11 , " / I .1 \ -,,_1 t. .. / .It �. �.;�,�,�, ,; � .� � 1, u
". 1�., � % ��, ,,,.��,.� I I 11 �! mm on �
�+ 96 III I #1 1. / t, i- - .. i "', �.I -, 4 Iti L,11111�� I "I i PROVIDE AILI E BOX FOR FUTURE USE
, " ,� ,�! '. � I z �
�. 'I ,I, " ww=
11 � ,`,�, ,�:�. �:t�', .r �40 ,/� "I/ "', I _., � ., : . i N/A I I �
� , - .-- I ;!A ,_1 � ",1 , �. 4 11 1� � ;
I _ .,V, -I , I, , ,� I ;�,".. � , ,, , � e
", ..., -, .__ / ,�, ,ow � , t, , g, , 11 !11" --
I.- F,�, _ . �, ., " , I � / `, / 1� t I ." � . � �i �
3/11 its to ,� � i.,, ; � I i, - �
, w I �:
.� - �, I� N, I '� 4'" 1 y/. I. '111 I I � '*,I 11; �r.......� i I � I ,. , �
I. .. . �....-..._1_---_, 21A , '. " j
,% c * �
,
- � ,
I � , 11_ I., ' . ' /` I-, It. 14' 1/� � 1- *"ti. " I
, .��` '% 11 � 11 . ;1 I VALVE NO./ �
1� �� -, ,, _ �It,' It �1'1\<, 14,00t . ;"�314`"" . .1 //'4, : � �
to �11�� ", 4
`_;�".� _.. .1_ 9'. .. "4�,-�';Kiist!:-']�";",i,,�� 11" "; % ' � % , �� , -�, ' i _< ! �i . z
I , ,, (I-,, � , 4 11 41, / .. -)�,-_ _ - &0/"'\GPM I
- �, ow i 11 � I
1:1'.",� " , J� K+�,,tI, "I '��__ " �," 11' we, / ", &i I .-. 1 4 ) � �: �
I �,�11'1 _,_j ,_, ,,, '� A 1 3/4 � il/to ." I ot"', ;�, 11 ,�,
I , �, _ � � �
.� -�',� I , I. . !�,>, 3/to Y4 ,�, / " 11 1 1/4"'I .--1-1,. i � � 1. �
I
. . .,
�. 1� # � t, It, I : 1! �
_1 ,��,,�.-��..-,:,��--��:�i:.--.t�...-1 .1 ,% 4 & / , 1� I ,��`. ,'I i VALVE SIZE
I iftlimm- .h �N It or -I . / : I'm 2W/"I so. FT.
� " .1� ,1 q/11 . � !
�. I I k `�, ,�, lit, I _`_______1-1.11111--,-,_,___,___ �. -:;, X" 11 Y4 11 /" Z e, 3/41 �, I . 1 , I :1 I � I
" � 11 �, I �
I I_ .1 I k'. ; " � I
' I � 'i
- -- I ; t � I �
e i'l :�'4�..'�*�"�."'��"'...'��".:.��'ll, .. I
�" . .Y1 ,j,z "i" /I -1 3 �
." � / /4 1 . � � VALVE LEGIM
I... ,__ n -1 i t. . 4 �
� UP*N�, ��,11 I 11' 4' ",>, � ; A !t
.� '�, , \ 1\ i_\f , � 4 ..� '_ j ` Y14'-'I_/m, 4� I . � . 15 __ �
,
,� � ,. 11 i ..".. ...,��, Y,11 .��,�. , t A. " e
, ;
/Z�1� 41 , I� " 11 , I - 3/. ;k , .... �, / !"�1111� ,,
,
, I
� ` '4 -Itig I , __, / ve,
i ,.,.,�, 1 4 ... t, ; �
""" � , ,
""" ,
I � 1�' ,, """' �Ihl�,,"` ""', - -1_1_4 11 ,.,I I -
1. (I 4 1 Y4 *"`,,A��.,,,, r,��', ,;,f',_ ..
,�,, "11-111"", ---- " ',, �! ! !� I. !, - �
.1 7 ��7,1 � I I
,z, ", .�������-"-�;";i��;, I, 1. .
I �t i I I � t ;It �
'I - �' 3 �, 11 � I a-- m�/ ,-1-111--1.1-1'-__ _,F, 1�'_11111� � t I I In 1111111 �
/�' , '�, .. I _,* I � lewpmeor"NP MANCELEGM �
I'll I ; �,
I � " I , i � � ,,� Of)
�- 311 � , " `i
1_____% � � . .� 7t.,�v-,, ."If : 1�_.11111 11,�,,r,,_.,I��,t�t,,,�,Z, �
I
11 i�11. " ,�. �""�,.', 14 4 1 11 + ""'"""'"'. I I � �11 � � �
11 1 1/4" 1""""""""""""""
4
� I, " I i � I F
�" .,.,� - -, �
. �",?� � ,
,C%�, .t:.; PA�;l,-,- "I., t I 1 i 1 7 HCOMyMOUTSHAIL PROVIDE AND INSTALL PRESSURE COMT&MROSURM TO REDUCE RADIUS TH TO E PROPER HEAD TO
I
1, . . �,,� . ROW 7H
i 4'
t`� �, f I ,- �� 11 ; � I , -- I SCREW ON NOZZLE TOP TO REDUCE RADILIS THROW. I
11 e � �
Aft : '. �
" ,Iot I i_....,� j i t; DISTANCE AND AVOID OVERI DO NOT
I _I1_11___, "', .
1%� , .,:.:�.":�, ., _.: ,,,, 16�_,
" , _ I ��t �', y"", .1 ; � I
, ... " � I � . ,F STANDW &SKL RADIUS SPRAY PATTEIMS AM UMBRELU BUBBM
,\ ., 't" _�._-,- _
___/"\ 3w 1 � ""Ill I"i �r_ , I I'll � �
;1 k " .", �',t' 11 t'. ..t. .'. I iii]?
�� 0141 , `11 , ltt�-,� " I "I �, lle� I �` I - -1! - � ,- �I— - -.--.----- -_ �
; itt 1,�O, � 11 -1 �:,.--.--.,=%"j ; 1 11/4" _, ,It I " �%'. 1 - ?;� I i
I".. W'"111, - �'11�1 -11,4I !, �;
jog,e 17042 z �,,tt* 1--,PIN� j !�
I �
1, " -_1-111"I I 11 .-I MODEL PM-010 PCS-020 PCS-030 PCS-W PCS-00 PCS090 PM-125 PCS- 75 PCS-200 PCS-370 I
I.."
I ,I`1\ ,;___, I -, I
___
I 11, �� , ,.-4-,'.�-.*,-,,": -1......., ""I .1 ___
; I, I ;, - 1%,0 � No " ! � -,`� 1� I
, _/4 , % _... � ;�*. i,�,,,., I � ;
� " ,,��,� �., T lj*��'. _ ,� " ,,,, ...._ I GPM .1 .2 � �
a4, I t� , �4 , , I. , k.,�.__ � -
" , �'._. ,;,,I _ T" .1", � _ , , i .3 .4 .0 .9 1.25 1.75 2.6 17 ;
I 1-----% '),, � I 1* � (I,� % �J` " t " �: COLOR PURPLE BROWN SLVER ORANGE BLACX WHITE GREEN YELLOW OWE RED � -ft%
t , ��,� / 'r----.". -__ ""I, i 1 , - I
� .. "
!.; , .. I � , . 1"_ , , �,; %. � i" � ill,""I"",% -
, � -1-_, - , I - - -_
", " I i _____ � *-)
" �411 11 0_111 � , , 1 ti � 1� � I I " -
. .__�. . . , ,� , � � OF 10 i x !
I ". \ - ,"" :-1 I " ___ , �, �� I i , ,i FLI I - - w w �
, i,I-,::.. -�,�X...�,-� �:", - ,� -_-J 1,_ i *z
I Ill, , I'% t' `,,,.-_,t. 4, � , '�, � �� 0\
/C-3\ 31 114' 3y 1i ""w 11' , 1.11_11.11�.rk & ,,- ��.11,%A,;, R
- _1/ I I , , 111*11" �- "".�,K�"."-,���,,�l"."",�""", _",'11 I i::`,- ,,6 3y" _:!.�',�-11� i I 1 '� i, i� 17 N01rE70 - �
" """t."111"'.11111 I I ., ;
.,�
I�,. 4 ,. I , I- 7 :,'i � .46 / �
__N�_i ..,, `-�'.. ,:��`_.-�_-," t�<-,\,�,",,�,� , , .0 �4!,t "", I I , 01 31 W r at Be I
, �.,.,_! -�,`, 1_1_1 20 4! w r
11 �, .�, �J,;,7� ,�tol, 8H
1�. 1 114' _6 . , CONTRACTOR
,� �,-_ K ;.,-'" I I . _" �. �,�_," !_--I�- It 9 , OT -
- ,I� I , ,,_1-1 t( , TREES ARE TO' BE PLACED A MINIMUM -OF �
, " _...� 't, , .,� 1 so I
/ ,� " �,-,,�, 1j, It .- "V,_ ", __ "I I :
i , 'i `z-VI '�11__501'- , - - � ___ ___", . iii00000io�I' �ll"�l' am � �
-V, * I/ , 3K * I � i BQ 2! 51 r
----% "I I- 1�z_� ,tt�-,'��,�,�._,"I" , _I7111111 1,,,,�".,t, 11,___,�l I i �, � 1� I _____ I
J- . I -� - ;11�,_ " ", " _,,____` N� _-_111, I I J I \-Li - -1_- _____1_1 --_-----.r I
I � ?"I'�� � _]��,� ,,_i 3141 , � t, 1 15 FEET AWAY FROM ANY MAINLINE.
x ,�4 i ,i- ."_ , 11 11 I - I - - - , , �
_�
,� Nif , �11 - "_ �,4r.:**`,�, � ___ ill � ` -
- , N " , 1OF
,
,��', ,
� , �,, ,� �, .I,., �, I 114' . � __,_1_-__ 1, �Ii i ; ! i! 22 w a IO` ill
� . _
/ _� _
�_z , .� I
� , ,� , ''. 0 , I : N
1� . .1 � ,;_I- 3,141 "� � ",� , - � -
,',� ", I ,-1 I I IO` Il" �
I"
/"\ go , � I k�� ,��,:..v 11,; .,,,,,,, I- , i �,"i I i If I ;, IOH 2" a, 7f abit
- I ,,�,,,,,-�,�,% A�.::"i �9 if ,11 it .I- Z., 11� ; " �, ii� 11 � IOT 26 6I 71 10' t -T
-, �11' i1v � i � 1-mk
�I i" ��",I 1��, I k ,�,- I I I ill 1 _�,,,k,�` :�6- \ � Ir , -�', - �
__` :;__ . - I IOQ :e 5! at 10, �
__ I `1\ �111_1' �
3=1 ' j �'.�.. IL , I& 4 i I------;�,.� � -14.
11 ,/�11' ,�"_,�', I .4 i !i -,; ;i
, ,:> "" , , ;
.,
\i97 . IV I / . / "�"", ___ 11/4 of I ,: 1�1* i z i; � i! -_ ---__ - -I------ - I
----III, Itoff, I'll � I I / il/#1 'I,' - '� t " -------- IV - - - 3' w 7' IV 10, 12' 1
J""I i , , i, I ! ! �' " �
� . , 11 , i � m �
, .." ) ,/11, � , D4\ 31 12TO - - �
.,;,�tt, .1, .1 , to �. I I'll ,,,,11� 11 "",.__,�1. m ) i "I i `11-/ PUW MA"E AND"KAMIN F1 I I PM F
I " , "I�, , �` ; , � 4 .1 2' 30
� q I 51 Ir ICr 12' �
T, ,� / bow, , 11/2" ,-1" 1� . `4-�11 � I 121T r 31 V a, Ill' 12' y
- -1 C-6\ 21 e!4" 1%��i_':�11��'1'7 11 ill - -
$� , __ ,010 I - " .. ii�v:� - /' �Y12,to,"i
_ , �, I I * .1 . "
I �,,� ___, �/, : I I -: .1 � I � \!.VA?/ Iasi , - - �
___ , 1'. it i
11 .1 / ; ,; i, , 1. 12H 4? 4! 8! Ify Ir �
--- �, , J I � NMCTOR TO PROVIDE AND INSTALL,-BRASS MAINLINE - � �
, ." 11 " I I i �
11 4� II 11, logo as ft ".A�": ri , , _"-I, -1 1" , J CO Z�
,,, / , t I I7r 2' Ir B! 110' 12, x
/,." - I �
\\!!w/� " ���,� !t _-d : t , %AL - 11 -e?""-",--,�-.,�.""�""-,�'I'lI I'/ " I'll �f I I 1 " ! �; 0----% -0* MIN. BEFORE ,ENTERING AND 5'-O" 120 - 31 If 10, �
, : I
: . , I I ; AND FITTINGS 5' 12' �
I'll ,�, ,Ir � % - .. ..,::1%-..,j1 �e, I I. � I � 4 - ,-____ �---------- , ____________ �
` ,
::::: .1 e :J1 I � � -----------T-----
, :
V, ',, . 4 3/4, /I I L;"2 i I t I I 11 i!ll MIN. AFTER EXITING THE PUMP ENCLOSURE. 15F - - - - - 1 7
11 I aw. 'Ialw � .1 IV � '/ .,
I 11 � .1 � 4,1 --l-L /D-7\ 54 5' 7* Ir Ill' 13' i
I I--I--------- . A� :-z,-,q / 1, , �i !; ��1 1 15M - - - - - �
I � e
,
I , w 11 ______4f_\',10 I I // ill ill � r I "� i, I � ; z CONTRACTOR TO PROVIDE AND CONNECT BRASS it 6! at I:e 15'
qk*.�` "" IN � 'i i 4 "!%'I I 15n - - 4! w 6' at I r I w �
�, , t It 11 I
* � ! I I . 11 5w
.
;___� - I �P. . , , . �, C
AWff K)ML IRPMTM NOM �(; "� � \ / "--* .� , I � I MAINLINE AND FTTTINGS INSIDE THE PUMP ENCLOSURE 15H - - 10 �
,�. \ X'111',m:.`1_,,_'-_,-_1 �`�_*, IV---\ _.ol_"` I ? IV 51 w Ir i5l �
1, ,,,
iI ;' ,,, 1, # Ii . .1 -_11 ,� \ ,?, / \ i i.i." # !i i ..."l TO THE BRONZE UNION ADAPTER. 15T - - y at w 12' 15' ; L____j
", _ � %2Y211 , "
, ,�� .?
,� , . , _. , , �
:� - . , � , � Ir . I t �11 . I--- I I 15Q - 20 51 70 12' 1 w � I
1� . ."', . 1; � ' ____j :
�,� , \ N, ,V ,I`�'� �I ��. 1,l' � i 11 , __ ! § �, !. ��, I 1202' 1014! MIS' 2040' 23x23' �
,,I I " . � ;,I I
1. I I or
!� � h 4f � . , I
CONTRACTOR SHALL ALLOW FOR ON-SITE MODIFICATION 0 1 " / / ill \j'jj i , !�, I �
F i - * \". � * P � �, I i �t , ____mm� 15SQ - - - - -
, , �j
I � , � i, ��A \ i` i , i
PLAN71NG AREA AND ALLOW IN THE BID PRICE FOR MINOR i , V ,�_ *1 I ;l / I I lot If i �-, 'I 1, I , ,.. D4 iff - 17SST - - - - - 9XIIr 909" OX21C 9xw
,� I 'i�i�,, *1 ,% ,�`��",........�- / 11 " I -
U I , � ;, (" .
I' ��� '�,, � � 11 , , I !J� ..., 'o,
1� .1 P I I i - - -
ADJUSTMENTS IN THE FINAL LOCATION OF IRRIGATION. '11� .. .. \ ` 11 I I . "`__1-111, � " � " � 15C91' 4xl:V 4YU0 4x2W 4x3W 4x4O`
. '11*', " , ,,� I - , , R_ I r am �
�- t -t, I I'll, I, \ w ly to , " , � 11 1! - - -
\ . ;' 2 � 15M 4x249 024' 4x26' 4x,30@ - �
......�� .� L
''�--_t :1 I � ,
� ,'i !k �_ �', % ,.� V I I . I � � : - -
, - I
v I " I \�-,�,�t_ I
11 ��,. \ �\ * \ �l ,�, -
I I � � __ �
�11 11 . % I _ , . ; I 5ESt �
CONTRACTOR SHALL REVIEW V ,1� It, -,,\ � - '. I I�*�11 "_ f , , � , -I/ �, I. - I I I "I 11 4x 1 41! 408' I 4x2O'I I
t I \ I � % ,. I / ,I
:,
ALIVE SEQUENCING WITH CITY � �.,,, N,< I I \1 't / N*�* It �,r I ,,--,t,!, I ___! I t�i �, f! I - 11 I �
- * I
*
"I, �� I., 11 I I I , �
, ,- ,� `,�,, . \�,,".'��., , . _.,- � � I I STI&SMALL.RADIUS PATTERNS
,Z-,\ - I I x . ,� I . f I ,,, _;�J �
I� , I/. ,tl\ � , .. � zt I r-'r-." :�, . "'! ;
, I "t'. 11 \� / / !;��.11 �. 11 11W� I �, ��, I - __1___._________ - it - I-,------
,% 11 __ � I r 3# �
.,.", �.,��. 11 I 1,1�,, t It I j o I I . . � �, - 38
AND OBTAIN APPROVAL OF SEQUENCING PLAN PRIOR TO IV_ , I I . I .t
to, P t ,,Ir,��, I 5F or r �
t, , %111 \ " I � t;., , .I I ,� "I I 11 I - it �
, �;,. , , &" t ,"'," , _,"
. �, , I I '. __�' f 4 f � . 5H_9 so 100 2' :
INSTALLATION I',' ,\ \,'111'�� \'\11-11 1 1/4"
,�,� v ,� ,,�.�" v, \ 11 'N * 1,1 1� I / 4-_ �y I P, � ; -
" , `mt� *% I 4 �-,,, 11 W-9 '50 10" 3' W
,%, ,-. ." .� .. t* � % k 'I .,$ �, I _�, I !, I 1 . I
L; , I 11 " ! i . ,; ! ; : �
,"%, , _�� I \ _ , I �",% I " i ill 1� ;. - I §.,I ",� 'F". 5CST-9 7w 14' S w �
,� , / I ,11'. I I ,
, .14"
,
, . � % �� 11 . q, I ,I, ,z. , � I 1�, t, I �
" , ,tr-\ '��, '\ ,� � a 1.3, - , fl, ; f� - - it �
t\ '1� 1`t�'_ " I � / it "'I�." - �,t � - IGF-SIA : , Ir r e Ir IV le 16" �
� � " \ , � 1; -SLA - it
.1, 1.`, , 1, �1, -t. "I \ st i . I / "; V I I ;! IGH r 10, Is lir � (
,� `�, , , I \ o,, 11 � w 11 1 A ", , i �
"
,
NOM: . '. 1 � ��_
"'
* , ,, ."'IL, I ; `
1
,4, ,, - I.",.. , .(
-
11.� 7, 4, , �� \ , �klil�' � ,1:1 -1 �-
�I I I
1. ALL PIPING SHALL MEET 1APMO AND NSF ST , , I % \ .
ANDARDS ., , I , � I IL _." .. - 3' 5'
� I f� _:, I It , so ;
" � - I � "I �
� � I 4 Y 16Q.-SIA 20 S' I B' 12' 16' �
� 11 - � -;" I � .
, o"
" , �,
FOR PVC TYPE 1, GRADE 1 PIPE 1.� \�'?,'�I� , I- i I I 1'.* t 1, - - -
�:,�
, A -� , � .1 it
�1, I I 1"., �. I \, , , -,,, "' �`-�:,i I .il tt r 4! IV W Ir !
, .t � � �..'�1 4��, ." " 7 w_SS '36
� � , _SS it �
� I -
I , I \ " & \%�.',., ., �, `......'� �,� f � �
� ��, I., I I, I 11�\ I \I'.".. , , t I I _ � 's 1
.:,
.1
, .., �
� ""'.
. 1. 1� Ih .t" ,,f;�, ,�,,�0,�,,.�'.*� ill
� 't t ,i 21'
1 ,., " �,, . N I .� I __111 -_-___1, it I�_ 11 , - j ,,; , "A 4' 5! 12' let & I
,
:, .�t 11. '11, " 1. I , ____._,_ ......" I I / i It Be
1. . � I i I 1 22QSS I
11 \`11� I 11 f, .1 , � % I � '. " � 't r x 10" 15, 20"
1,
t , f � , , - __ �
� � . 11 / 1� -�'- 4 ,,� :, : - ------ ---- - ,
.,. � .�,, � % " , t.�` ,,* , I'll , � I -:�,I Lrt=%M I
I." , , �'tl,! # I M09WE COMBWTION 70 ACHIEW CATALOG PERFIORMAIIICE AT 30 PSI. I
�_ .. 1. , '. , , , -_
,�, 11 I , r,�,% , ,.t t-I 111 1 'Il 21/2 to �
1
2. CONTRACTOR SHALL PROVIDE SLEEVING (TWICE THE SIZE A , ,.\ " . I It ill 11/2" ._,___`_ _1111'_�, I ,
1. . `1
�
OF LATERAL/MAINUNE) FOR ALL LATERALS OR MAINLINE % , 1". " "I t I` ,-. \� ) ,�'11 .......... I ., I ;� M
.411!!� .1, ..,". . Ns, ,1, 11 _ I �� % t �111��P7� 11 i_ ", � [ .� 50 PSI MR 10 MINUTES PRIOR TO TAKING DWANCE MEASUREMENTS, DWANCES MAY VARY �
I I I , ." :.., � It,
, . � I
AND I I � W , -,',_ f � _�,I �
I , _ � , ? , " I AT
I . , ; I �
LOCATED UNDER SIDEWALKS. COBBLES, STREETS �1,:" *1, " 'I, � '_ 1� �, I \o,,�,��,, � �, 11 � " I / ,t ' 'I I All I �. , I SIAMY WITH HIGHER PRESSURES"LONGER RUN TIMES. �
� I , 11-11 i �
�;:� .'I, ��1.�, _,�- N I . 11 I;' ."", `Ill.,, I , 11 ,� e� � :
WALLS UNLESS OTHERWISE NOTED. III I �, 11; % "�. : !.: 11
I,III I � \ 1,�, .� \ � .,. .. f -11 ,., 1A�, �: ,rI I I'll . 11 - -
I I 1:.� ,, ., �. . � ,,� I 1. �, � -,,, ti�I " k -I I �
., : '1� '. '�, ,% t . � .." , � . �
I � 1, - ,. I 11 I .1,�,� /, // ,�,, "-,�' � /;1 � �11 - .
�1, � - 1.1, I �� it ,�,;.,, *1', ! 1 7�, � I , .
11. .,: 11 '%-% " 1, . 1, t, I / I is � i """" , . , 1� "I :
, . \ 1, \ % 21/211 1� . Qf - I . � 1, �
I � ,1� 't�." , i�� 11 1� I,` ( �'l 1A, .1 , ;1 .
I � 1. , . \ .. I �, : �t . ,
,
�
'
3. THIS DESIGN IS DIAGRAMMAnC. ALL PIPING, VALVES, � " � �_% �', �". �� , % * I � I/ ,,� . F I I �' I 31 !
.t _ 6 I
I . , I � i ., I
,;�. " 1 -1 11. � A., , 11 �,. -1, I , ,�,., , Al 11 �-�� I �
'. , 1, .., I - , i �� # I 1, f I � , I I :
I
0-11---% � �� , I " . . . 1, I ! i . � -i 1. �
ETI SHOWN WITHIN PA , � . `� , , 0 \�"-� , , , , I til"11
VED AREAS IS FOR DESIGN I-, ., 11 ";'.,�,�. � J r* �
. �, I I _ , � " ""' ; ''I
I '' _ *�% I�
� ., , " , 1. k
. . , 3 " , A q I .�k ,-�.'I I 1, I !
11 "I.. -, � 1. I I I ;,�, ; 11 � _ z
,� "'�, __ , / ,:-",��-/I # . II t
CLARIFICATION ONLY AND SHALL BE INST " I /
ALLED IN I i_, ,.� t, , , t 1A,b , I., :1 -------___ �
�..'� 1-1 111� I i�e �, - t. �,, .� : 21 ` ." I 1. . '. / �
I /C-7\ 28 , :;.L % , _',�, 'IL "�� J# /I , '' I . e ,
PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR � .." , 'A"11-11, `\ \ I % ,�, I il / 1/4 to "" / �', �4� �� ; � , ��
'a --------- " 1� 1. 2 IF 11 tl;� A% � � .� I 11 � :4, :/�, I i
" , ,
�,,�� ., % , "I / .", `" . � .4 . ;
SHALL LOCATE ALL VALVES IN INCONSPICUOUS SHRUB , ,�,_,�ek�,-:�� �-�, 11". . . . / � �, FLAW METER CABLE
�.� �,. \ t t� 1. . % I �' I ��, ; I I I �
� ,�� 11, � ��, " , I t
\��yo =5 ,��.`�t�,"-,, ,__ -1. . , _ % #
.,
� ' '. , At �, /� 1�`
AREAS. �1-1 I., �t, '\ 1, '/ :�t I f ;1,' . . ;
� . . , " k, , I, I �' ti FURNISH AND INSTALL FLOW METER CABLE: �
. - , �
� A .� , I \ 11 A N t, I � ill / �, �
,
�, .1 .,. 11 I'll \ ,,. _�;,� S' Af ",` ''! � ,I' �` �.� , - f
.. �1, 111'� \�r l i I C I � ,� "It I
, I I V�� �� / ,,�, 11 / � I ,� PAIGE ELECTRICAL MODEL NO, P7162D. :
� - ; I .,
- I _11")`11 ,� .. .. \"__"'- , / � . # . � , ,
,�� . � , %, �"!r X / IN.
� . � -
. I
�. I 't. t., 11 , % � ._r / � �",;,/ 10 i-1 "I S a I
I 14% ,,I �� ,l ""�", � I-, 5 - W, -4 �
, , ", �I,, ; � I L CABLE IN A 1" PVC SCHEDULE 40 _w
: Lt � " , \ S I , � �, ,
4. FOR GENERAL IRRIGATION NOTES SEE SHEET L=J_t AND 31 ..% 7 �K I," '11, \ �; � � , ;I' 11 " 11
:, � �,_' "', " \" � 11/11 1 I 1* e�.,,,!,,t.�," I �.�11 w �
t, , . �� �� , � �
1� '. % . " �, "
., L, ,,, _� � , i 0 �
L=12. - \11 %5 ."',,��,--/-,. - / �� "' CONDUIT
�, , � % ,�� . " , # I I MINIMUM.
��. . ,. '1�1 �\ , 21/2'�-� "" 'i '. ��:-. 11 ;1;,.� 1�11 "
I U? 140 �� .,11 :;,..� \�1_ ..1z 1, 'N .. ��., %, I 1 1/4'I / I "_` , I .t, ,/, ,�,� �, 11 - _____ __ __ I
t� ,_ 4, , ". , 'Y �� .. !,
. I��, .. "1.4ii.\ & "\",�'-,. \ I � X !; ,I" 1.�,_ 1, �
I
1,1, �*I I I I CA 0 I !
, . " 1, , I . "�"_ , \ �1'�"I / `-,I �
I I
- I !,'�i I ,
�,1�11 I , 1," � "Ill'. ','-�Z- ...-", , I ,O / �11` , � '/
5. CONTRACTOR,SHALL MINIMIZE OVERSPRAY USING THE .�. . \�\�, 2111 , t # 11 I
� %.,%, N,-\ I* \1 , I /' " , �, I �
,. � , �� " "
'L "I -� . 1. �, ------------
FOLLOWING METHODS: �,� 11 '. 1%, .1110, ��, '. ' ,�, e I �f , il - I - i
.. , I / , "
. " , , �, �, I .4t ' ' . JL
,� 11 1� � �& *% `,��,, I * . I / , i
1�� , - 11� ,i�,�,, 19 I,". I \\ .. I 41P "'j, `,.�i I x I ,� � ��' ;, I
", . / ., # , I lljli:)� i
I
,% " * ,� � . I 111 �
I i i I �
", � -.,`,�:-,z \ ' " �� I , .1 ? I",- ii AN*P1V'VAW1Fo.Cr"j �
�. � I I ,�', � � ,
V, \ . I , ef, �,,�
,
�,,. _�,, '. , \,,/.;� I , ,� ,,,Iy'!� " , 'I, . " ...... & im "o �
,
-,� - I ,, 4
. t�, I',, k, I? 21 J# 1,1 , , t ,
A) CONTRACTOR SHALL USE RAINBIRD PCS SCREENS TO ,�, .
I � \ " N \,*",. .." I I � 1�' . . -
"I
_ . I I
ACHIEVE PROPER COVERAGE. REFER TO PCS CHART. �� '. , !"I", ` IV , %1. -1- I .t . / / I 'll, .. .
I � I 11:1�-.. .. ,% - . ... .. I I � � �
, , ,. - , 4!, � . I
1%%, , � t,,.�, 1�i�kl,. , , , *# / " �.i. I � ill
,
, � , I ,�"'�,:,�,L�, ,>_, \ lot , , , # / ,
\11 "",%! ',�', N, '411�...",', / "� I , , �".�, � ."t I �, I �
I Z,��*%,'. % " ", I I .1 �1, ,. " I'll �1,111' . ,� - �
-,� '' '� I � " I ,
I
` 11$� .....I.:, ,� ,� ,
' ' � L., I . I,
I " I � i
" L , �l, # I'll _..., _` , 11 . I �
., ,.",, �_" �', \ `.,�;, I �, 4 I I � lf __
�,
1-,", ,.\"� .I7 I" **, " � ". �, �- . 1, `V
,� " 1, .. , le, "I
�,
.- , ,�,^ , , "` �, , , �,,,. �� , L I
_\ "� ," .� " 1, "" I ,\_',. . . 40'.-." � "I 11�1' / , /' ' , � I I I.? t'. I i
B) IRRIGAnON LAYOUT WAS DESIGNED SO THAT IRRIGATION , , ,�, \ I � , # If /, /�', t� �
HEADS ARE NOT REDUCED MORE THAN 75X OF RADIUS )/" � ,
111 't., I -, , ` - -� , � "� I ,�
1111111 ` �.i_' , " , " I � � I. ��., e� , ��, ��/ I �
�,-�,:�--�,,,,, "' V, .�,.��,, - ,\ #* +# / I It -,?�- ` I �
� �
liv ,,"� 'I, I �� i/ - I,I � I I
� I I � !
(HUNTER'S ALLOWABLE REDUCTI 7900 1, N1- t,I� ,�� 4,1 � .,,t"
* I -t" \ ,..-. , 1. ' '
� , l .. .1 I . "' � �� . .. I ;
, I � t .
11
� 11 % I 1),*� � . I \ ,0�,,A" ,,'�` 1.,-�," 'I 1�, `��; -_
I— I I ". .1, "I , ". 111.1, ,'_ �,il � ** 1, /1, / �;,/� "
1, . I � , 1
�% I I � �
1-1---% , , ,� , , I
A "� -.�, �, ,,�, ., t\ " :�, �`- .�� ".. I 1, I � " -� I MY I
, � �� 11� �1` ,�
,_ 1� t, ! , " � I
.1 I � - ,
�
, � , - I� , / /I,� . DESCRIPTION OF REVISION
6. ALL QUICK COUPLERS FOR USE AROUND PICNIC ARE `�- 1 ,% , ,. �, " " \ %* 4* ,I" �.j!�.1�4�, # P
A .. .1, , I � �
., -�, " t, . �,.,, I.;` / /t�lt I; ." �
, 'P
.� \1 L .,� 't. , .., .11 1j" � DA TE APPRovED
TO BE P t,. ,, . \ 1, ':�,t, , �
OTABLE WATER, I. � . � i , I, "I ;
/D-I \ 07 .11 .., ., ,11,�� " I 0# "" "',.", / I , � I I
I Y, _
I " I I ,� j , I I �
1_.� , ."."" �, , I ,� -�"/ I , .�, I
,� � _� ,, %.,_ " �,� t, I - , I , I ,
,� ",. ,�" . ,..� .�, , " � ,� I.' ' '11� , � ,
17M .�, ��,',_ ,.� .1, , ,.,,I .'/ A - / .,,t , L 'a eN L a �
,` 4�1 I I ,01% �
� � I 1%1. "I '�, itI I / �', ., �
.�t ,"L., . , �
__ - ____ " 1, 'A..'. " '�� / 1'� / t � / e I�,�, ", ��,; I l o .
.
= _ __ _ - � , '�., �t,__ ,'% � `-)`- ,\�,�� 'I -1, . '\ / ,;\�, ,,,,,� , -I ., I" � , 1; " OF RA'N' CHO CUUAMUNGA
ol
, ,� 4T -
7. ALL PVC IRRIGATION FrMli NEED TO BE SCH 80. _\±7 , ", ,,.,,".>.,�\, 'I,' \ 1* `\'It._ , I / I� t,� " �.,� " ," , � , C1 T\T
I
11. � � . , ":.,,, ;,'., , \ e /1" *11 " ��
, 1� ,�/
�% , I
� I/ i
- '.� , �, % 2Y,to 4*1 ,� / I
.
,
,
"I , \, . I . " .
. _ ,� "1. 11, -% �111 . , 2 1/,to I � er"i "�t-" ,1, I
:I-----,% ��t I " .% 2 11 �0 , . �
` ` I I �11 � �t !
. -,�.-'. 1% I." - 1= on , ` I",,,,�v *I,, / ,* ./;�
" , mm , �� 4' _ / " � �
.." � 1. ,� . 4 � .� ;
" � I .\ �, \', I I- ,I/ 14 , .� .,�, ,� �
t� �� I , -.�, -, �11 I I '11:��`� / �-,� ,/,, 4�
., I I � �
I '.. / , I .1 �, I.- �
. - I I T I
, - t. \ , �:, . ,'I"" ,I
j " \�,\, , I � '%,\ * "I"�. . ."�.-
(D-2\ 54"':, 1, ", � ,\,,,, �'�'>,, �, N�w morm / �� �/�
XERISCAPE ASSESSMENT SYSTEM SUMMARY '. , ., N , 1-1 '�: �, t 1 Y4)0 Aj,, , / 4t# -_."` x' , P
\ - , ,,,, , ",,
Ill � " , - �,�,� I ,
;� , / ,,:' �,� " �
I /, , 0_____%� ,., � I""I, ,� I
R19CER91i ��. " , \, 11 �,_, - .�_. I I , ., �" �
1:�� , .1 . . _'. __-1. ', ��111' ,��' , - , �. . �
* , " 1, �',�� 1, ,_ _k_._� .1 �� " , , ,; ,�
. " . 1� / 1, I �
, < ft, 4L t�l
� %,,,',, 1�",. '.�,:: , if/ �:,�: .�,z . -
"D (%IEET %*/IMF. 0) �, - lk `, , ,� , � , - / " �'11 /
POWs .I � I , I/ � RANCHO SUMMIT - PARKA
�
IRR*ATION (Porft VaW 7� _I� """I '1%\ \ ,�: r 1 4' 4+ ",
C-LA �� ��-_,. , .,--\\ '1�1�1 * �,�� "". \ "'. ,�� "� . 41 1 ,, / ol . � ;
". , I �
.1 ". 1. I,,,,, otw�,",. _5 . I ",,,, 11�11'11 I ,,� �, I I
,
,
��.. I, .,. ""I � "< � 11?�'/ . �11� -,�e�,' I i�11'1 "I �
", �, ,.;�� ,\""I \ � `::"/, ill It � , , ���.I ./ /', .� I . "I.
. 11 " �
,% "t, /11,� % ""/I , -1 . ,411
1 ., \ I/ �
I
1� '. . 1,� , ", , I . � / ': .
It ..`�
I., . " �
. 1. LOW CiALLONAGE IRR"TION SY57EK (20) 20 L-7 ,,� �.. t,,\�, . .1 �1 . " "" ' -11 - 41 " IRRIGATION, PLAN i
D-3 67 , . 1� \1, � ,1' * \<,:,,�""I'll'. 111111....I I I I:::: 1, . � I �,e, 1� ,ol
I 111; - I .
"Nt I ,,, 1�1!Ili'': -.� ,-, � / .", ,��l, I
, , ' l I ', � �
'I I /
-1 `�_ .1 1�� " " "' ' .�, , 1� ., 0 ,
2. AOTOMATC 040"OLLER., (20) 20 LI L-8/M ,., "I�, "� - 'e ::: 4 t�,"` ��, I ;
,�. 11% i ,,I*, " / r, I "I
I . .,I " *��;�":�'�' �4 11.1 1-11.1 �_' �:1 " :t
InIl ttt��" .� ", �.� .,�e�t,,�--,,'�:t"_ I— i ,. I' "' / � 1�t' , I I I ;
�11 \�. ." " "� ",/ i X A� 4o, ,/' '.-:""` I,,- ,.,-� � I I
.: - " \ �1\t I . \, . ��,,�, I I I -
`I- `.� 11� F, � "I .,., 41' ". � . - 1
3, OESIG31NM TO MTER KA)IIIIIIIIIII9 13Y MTERM NEM*, (10) 10 L-7 ' ��, �� ," \. " � I i . .o,d�
I 11 .1. I,-�� " ,� I , , t � 1,ri , �, ,�, I �
,
., *� \, ` ��`", / I -
�, ,� -,',-.- _ � �
\`�, .11 I " '11'� * ` . �, '... . " 'l, - � ; I PULTE HOAVAMEL WEBB i
I AM,---,% �. 11,, ,.,. 1�- 11._ ��'., �� � '1:7, I � loo' . "I, � I . �
�. 1), .'' I , . / 't Ill , /
1, ,,A, � � - �r , / ".� � -- �
.�:.� ; �,,;i.-�',; ,% _tZ.
; , _
... � V `�, -, , 11 !
t� I _ . A% 4
i . �
I .I: `t* I . , Approved By - - DATE- %3 06 �
,, , �", "Ill I, . , If
1
4. SOL MOISTLIRE SENSORS, (10) 10 L-8/1 1"�,"" ", � \ �1111i`r",-.,�' 10 ,l/
v ., I "I"
� �11 ", �
", \ " 1!f, , . ,X, , I',
'.., ` 1�!Z,_,;�,_ _.n�. .,t_",;.,�; I
K , . ,� "I" (11'
/D4\ .13 1, I" , , \ '. ,L�::_�.�X, _ ./ �* / " . �� \ 154 1
.
So. RAIN SENSORS. (5) 5 L-7 X. �,, ,,,1, ,,,�'.,./�'\ �N!1_1 *# I%1\ _ ._�..'�..,.,*" / 67/ / "/111 ""I �Ir, 0 1 �A � �
.,,': I /` / "''t . I
1, ",/ �, 's I ,� ,, I
I ."� "', ,,� I 11, `',�,, ,�,y , I " , ,� 7123 i
,�'_-,.. " --,�4 'It', -� � ,i.", /',';".� �. (�q, //"" e " 1.11 I CITY ENGINEER Loll - 95 1
, \ In m I ., <�'11'*,�,, 'o,- 1� .* / �. a0wo///Jyv RCE No. 2 -
-
I �, I .., � " <N)� i � � I
I 6, WIND SENSORS. (5) �,� 5 L-7 �/ 1, ." ."-1, ". ,. 1�,% - \ - / X ,,, ,-:t, 'y 11-4, -I _�7__ �
I , \ , / � ._ y
I
� ,� I am . BY., � I!�Ili lilllimpolinigioniumirAnw -
%i __ RECOMMENDED., �
-
�, 1, ., �,�, I \ , ,�"k / ,/ ,�` /"� ':/�:, �� �_ DESIGNED �
� . -, .�,, ,., , -.� , ) ., // I
-�,, "t, # , ,
I � , ./,�
,
t
I -
,�,�.�, %,��t` , I It: ,�tt,,"?, *4 ,\ ,,�'. pt,\, ,i'� ,,,,, ," i� , - - I
,
, ----------
7. %87-61TIA TO &OPE FACTOIRS, (5) 5 L-7 I" I.,,,.,�1� \, l," wo 1 4 ,,, ,� /`� I." ,�11 Am -mmm -- - D 1�7O4�
1
1 lt�, 1'� , 1. , . "", �,'... , ,,,, I SCIRM mm________________ IkM,Iti� !
�, '. I" ,A '. si -
.'�. "., 1, �', ",V,y xt " el� I. 0 - �
� , " , -
I I ,,, .. " �/ /", , / ,,,,, I
i to'lloot � \", , 1\11�, %*" " -/ ": /" .�� so I ,IIIII.I_ �
� S. FREC4AIII OR ROCYCUD L"TM 0) . 0 , " - , ,," �1, ,\ , l ,,��, 2�;, 1 - - f,m �, V
I .. -1 ,,, -� .P :t' -
I � 11 I
. " / _ I "i ____ - �
- __ __ '�,, , . \. \ . i"t -
11 �
I '. .Iq�,. 11,11" 1�1� _', /"., 111f" " I I I . DRAWN BY. - I
��,�, �,, �, _1, , , � ii SHEff y
1� I �, . , I � - I
TOtA- PO",C4AIII 75 , " , . 's', _.tV 1� " , ,� i I - I - I m 150 Paularino Ave.,
1�1 ..., I � �%" '� I tt I I --- �
. I I
", , . � , / ,* , , ��__1.1_11'_ ;I APT I
..., ..1. "'. le *" "o z t �
I � ..�. 1�, % '111� 14, . ,., � � .
I
(MINMIII1,1ROWIS REWF4M): � . ,�. . � \'11�� 11 "'. ", Suite 160, - OF 2§
60) - .1 � , , , I 9 .0 _ ;
I I 'I, ,�, ,�� " ,�-.", I",N"', 11� .'r:1 I I I i
I'. � � , I � : �
� _ �, , 'I, ", " ,��`__11 I --_ ____ I
I I � __j �, 111K,��,��"" . �11 I I CHECKED BY: ____ Costa Mesa, DRAWING NO,
, III, 1�, , ,,,,
- I � _'. . I ^ A s s o c la t e S �
- I I iI 11 11111111111111111 I ------------------------------------ - . --I---------- I I I 11 - w , California 92626 �
I Iiiiiiiiiiiiiiii I � II ____ I � ____ ____ I ___________ --- WALE: I 11 - _____._ - __(714)434-_WV3__(7_14)43of-91i69 FAX 11
I I- � I I 11�11� �i 1111111111111111 �� I ilillillili'llillillillillillimiI - - - - - - I -_- - a -_ I L n ecepe Architecture --- 1 CP101-3 �
I I - I . I 1111111�� -_ I Ill'i'llilli'llillillilill =___________ 11 11 11,I ililli'lillillilli'llillillill _________ �
I I � !F1
.
I
-
I
I
I
I I
� $Fls
� I i
�
� . I �
�
�
I I I 4
� I
I
I
i
:
.
�
I
I
�
- -
"
- IRRIM 'Ii�
S'
507
r5o
lviI
I
� I
I
i
I .
11
1 'I
1
I
umlor F r _w ' "1711 ,
�
,
I
I
I
.1
. 5
� - :
�
11
I
I I
11
. 1. I I
I -
I 11
I . � . . . 1. 11 . . 11 I I I 11 1- 1 ' ' I I'll, I I 11 I I 11 I I :
. . I - I . I . . � .1 .1 I I I I 11 11 I I 11 I I I I - - � �1^
I . � . . . 11 I
. , �, � . . . . -
I I
.
. . 1. . �
- . I .
. . . .
-, ___ -11 11 I I . I - I .
I I I "I1-1____-11 I I -, I I I 11______________-_---- I_1.111__---___1___11 I I "I I I I _I——-------__, * . � I . �. .1,
ON,
0 A
16 VLA IVA M,A 1h IVA
MA IVA IT,FA IVA MA
MA 16 WLA MIN
Ow,A M,A OVA
Mm Mm MA
16 OL,A IMA IMA
FA IVA IVA
MA hp04vr4F1ArA1M4A p WAVION W
My"i
IS "AA
NO
Z/a
---------- -----
a 0 s
r11:U:1z&M
ki
. ,Ojl
I OR�AM A I IM M
aw,A MA WE awwwA
I FA 10w,A 10w,A OVA W,A lei
Ow,A h,6 WLA M,A IVA
I HR.
ON hv
11MA OVAN-A
FIN MA 16 IVA
ME A IVA
FA IVA IVA
OWNS RAF
WALIVA h,49FA ONTA ON
§:,qi 4- �-!1-1 K L L
a
:4 WCA 71 12:�0 r4H tO1:i1j;i h i wl:d A,&I I 1:1:11 01:]Lfti I I I
Amm" !X
NO
Now" on" 14119
He I
"Now
I'm
on" 101010
wooll�l ! =11=11
NOWN
slow Runs
mom"
M I R 0 ve M,a [all i Z 11 at] Ho won"
OWNS
ZION
BOOM
OWNS
A I � .11
1V -1111 154
WIN
I SLA
N A [S]j[ffAiM
F I
WO.P.9-C- M (cm
Now
h :j:bf
NJ 111
,..v
VA=1 - oil
U- I
v 0 4p 0 MCA
J5NWI/011
MON iali 'll, E
fl:012.m SUM,
.21 All 1 —10 Ao
\RK,\ GRI I
C-Y I I A:UH rkl 017A I:kyl Z i to] i I
WC-1;T'A 1:4 Ilk W:q:WA:4 pq WV
TM, cipaN 2 IaAWITY
�--
80 WEM HY13 02 13AC CEN "61 TfPSE LEC*mml�v SIZE 80TANIC"AL NAME C421MON NAME REMAWQ9 PET. 61-m
I
1 7
�I3ROS T,5,
1 MULTI15 GAL �, RACEMOSACALIFORNIA �- STANDARD t MULTI ® SHT. Lal
C-Apa Nor= 2 RR
OC
64 CiRE I V T-- O
`YYY329 . 1� ♦MR 11 STANDARD
BOACOLEA EURCfl CSL O'CR ID � ! rvF�TR L-10
,< 2 OR FELD 'SWAN WILLOR PER PLAN
1
75 MUH P,..m GROWN
kGA ;r
wti.(.,aafi
t
! STANDARD
T♦ L 1
� ED OAK
1 t
,
woo
401
r7 G& SGAL SPACING
i
v �
!
...
<
4b
i
I
t
p
i
TARNCOYOTEWZISH R
A
W !
BAC CEN
too
TI23 MUH
- 1
—•
s R I
J UL
{ ,x
11
'
GRE1I 1 R
Y
{h
mow...
23 MUH
R ♦
1543 r
I
9DAYLLYHEMEROCALLIS HYBRIDS
21-011
z ..
e
. .:. •._ rte
... '
w -
�, .y, 140,
O.C.[A CAPILLARIS
j
\`y \�/ \I/ \l/ ,y t Fit n
\�/ "fit/.' MULTI v\» S.' Y p
M- Y
,
-xH K�X WAY
P Y°n
MULTI
.f
_ \ \V
R / ROSEMARY 76
� ", � -' � � .gym .. � .►
i
fNil
t
WGIA tPIWICOSA' COAST ROSEMARY
NV
F q. eta.,•^' CONTRACTOR To PLANT vWwS ON THE
•' ., •�.�
R
,
NOTE: V
MOW SIDE OF T14E WALL
v , AtteetREVIATION
J, 1401,
WANT
24 HEM m
v,
r'
ry"
_ 41I
n`
J4oLL*f OAK 401
r `
Lt
l
s
e
5 CVNLI tOO12
TURF HYDROSEED NOTES
CROWN" ME11440 tax
TALL FESCJJF_ BLENDW
a
4 -�
F -
1, . T
0/2%
NTHEM 11 TALL FESCUE
, .52 T T APPLICATION
RIM, v V
T , Q AZTEC 11� � � f � FOUR (
SLOPES �R
AVANTI TALL FIESCUE
3. SUBMIT To CITY OF RANCHO cUcAMONGA PARKS 4 RECREATION
Y
, ,may" .,
w Ra3 \\`fir %, .,s\"t ! r 3,v S F.
i1 N
i ;,
1, 2 OZ SAMPLE Or- EAC-14
,
AVAILABLE
�K
SEED COMPANY
r , 1415 T T
l - ;; ¢` � � '� i ► �}, �'' . ..,...t' ` +
¢
qq I
TR ( • R
214M)
T ® SPECIES.
%MPSWALL
T1M OVER 15
1 R T
WV
,.�,.,, CALFORNIA FOOD AND AGR1CUL1`URAL COM
0 SOL AMENDMENTS
4, SEED APPLICATION RATE, 10-12 POUNDS PER 1,000 86MARE FEET
FOR TURF AR
5, THE SLURRY OIJ
A4LY INC SHALL HAVE 114E F -OWING
LTSHA
j
BY
T T T
Ai
.�. T SPECIFICATIONS
� t A. COMMM;ZCIAL FERTLUMR
„
400 LOS. F5-15-15
-
,x .. W,rFFIR 1,000 SGAJARE FEET
N C
AMOUNT PIF
AS NEEDED BY SOL TEST,
INC40WORATE ADDITIONAL ELEMENTS
•�;::. .4 /`f '.s'
IC AMENDMENT DWIVED FROM
ITROGEN STABILIZED ORGAN
t
„(w r r , • r te
,
MULTIsANic W" WITH A MINIMUM7 R
PEER I1ULCA4
opc
SHAVINGS Tr COMPOSTED FIR OR RED&M
GENERAL PURP06E MULCH AVAILABLE FROM i, z000 Les. wooD r
IMPURITIES,mR OR. CLEAN PAPER, FREE OF
Kr APPLICATIONS T IV Rl AND STEEPER 4 ,�
14/ Ilk BAC CEN
( U)M OR SCO-FORE
ECOJAL, PROVIDE SOL TEST PRIOR TO
EARTHWORKS OR APPROVED
OR APPROVED EQUAL)
�� 2 R
.
a ORGAN
IC SOL STADILMM
f ,
F
`,! W 1♦ 12C� ♦R ECOLOGY CONTROL
Com! C�1.. t aL eR
°4/ W !{'+c •; R so oR 1 CONTROL t PLAT
24
MUH
APPLICATION
IA ro.
LFORN
NORCOCA
A. APPLY WyT:jR0MUl_CW WITH SOL THOROUGHLY MOIST.
(90ca) 538
41 13, APPLY FEWR SEW, FERTLMER, SOL CONDITIONEIR, SOL
6 LBS. SOL SULFUR SC
F WES FRU (' ry, 4
k T I1., T
d'?a
rj�, r' ;` � RATE
-12-12 Tq.. OMMENDW .♦ I
6-20-0
100 L55, AGRICULTURAL GYPSUM ro, SIXTY
PER 1,000 60, FEET AND RON SULFATE AHE RATE Or
TTTWO
p N
8 {
TURF AREA FINISH GRADING
z' A
\ i titATION AND MTABL&4MENT
r.: /
`r' SM TN ALL 6AFACES TO BE PLANTEID, ROLL AND RAKE
55 \ ALL AREAS TO E)<POSE -Ar -GULARITES.
SOL DEPRESSIONS OR SURF -E IRRE
R
'REGRAM AS REajpja;� BY OWNER
s REPRESENTATIVE,
t
'rR \!/ \� / f LOOSE,
T T H
y y \�, \ j F• FOS CML-
"
,ry
,r
V"v.JY.6 + Y. M(lf• {.1
1. MULC44 ALL LANDSCAPE AREAS
AREAS) ON
ii/ITH A11 ( 11 11
F
\ f 4 t\ 4 ... r tlAVIUS AROUND ALL TRMS IN
TURFo
LS FROM'
r" CITY
� T TION DATE
APPROVED
L3510 CISTUS AVENUE
No ecuu:xm.. Rome OR commLSS WITHN PARK
,FOR
EXCVPT - ,gam t, 6', , c NI ""IT" ` F RANC"'Huf FACING OF PARK 610K
PHONE:- 90"38- CUCAMUNUA
3321MONUMENT2. REMR To SWEET L-9 FORSTANDARD PLANTING DETAILS
*44� L_t2 FOR PLANTING a �. n*F 4f p, fid' •C \�/` w ` r ,•f,sit{ AND NOTES AND
SPECIFICATIONS.
NSTALL FERTILIZERPARK A
3.
AND AMENDMENTS
7 HE SOLS TR SEE PLANTING
ASSE,%EMENT SYSTEM SLJMMARY
DETAILS AND
POINTS rRIVERIENCE
'a SHRI mB PLANT
SPER C4AII"w (SWEET #AWF. 0) ING PLAN
T T � TNr R PointI PLAN. TREE
r"
\1 Ott 4a ,p'�,w¢t �.i l ''\✓ '1„x f
\\\ "' d
se U
20 L-19
\ n4
PULTE
HObM/DM WMB
T ( T1. WATER CONSERvING; PLANTS. (20)
\ h'em J f
7. TURP LIMITED / N
AROJOW 13Y WATERING NEW. DATE-
( } 10 L-7
„ ,, `A
CITY ENGINEER
4. HARDSCAPE NON-PRIGATED) SURFAM (10) Z42 42&Z&O-Z&&
r24
L® : Approved By
?`,,, \\ �' RECOMMENDED:
( DESIGNED BY:
/ .
DA 17/04
k 4
R LOW-WATER TURF R ( •` ..., 4, \
\ Y, i. BC RM
4ZaM CA7V� AREAS. (5)
g
L � ` M
7, M-014 PROVDED muw ® w �,> 4 .. x }; SHEET
�. ,4,` .�r..t,' DRAWN BY: 10 Marino Ave.,
® } \ "-` e s T �� Suite 160,
CHECKED BY:
Costa Mesa, DRAWING NO.
} \2nA01A C111 �`"J A s s o c i a t e s California 92626
{ 13C __
ss. ?'` (71a 43T'5Fos (714aaa-9109Fax 'e
r;rt,. >
Landscape Atchdtoceura
C
a