HomeMy WebLinkAboutRancho Etiwanda / Day Creek ParkY
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EE
Fl,
_73
N.T.S.
GENERAL NOTES:
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE
PLANS AND ANA DISC8EPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY,
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE
CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT
CITY STANDARDS AND THE CURRENT STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-
4, THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR
WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED
BY LAW-
CHECK FOR EXI STING UTILITY LOCATIONS PRIOR TO
EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND
UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO
WORKING DAYS PRIOR TO CONSTRUCTION'.
AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC
SOILS REPORT SHALL BE FURNISHED, TO THE CITY INSPECTOR,
AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL
S U
I PERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN
ON THE PLANS.
7.
WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED
WITHIN THE R.G.W. UNLESS DETAILED CONSTRUCTION AND
STRUCTURAL CALCULATIONSHAVEBEEN APPROVED BY THE
CITY ENGINEER.
SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A Z WIDE
FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL
HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE.
9.
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICE:NS, r
E
PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.
RECOMMENDATION.
CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE
DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER
760-438-0525.
LANN-CAn-QUAMES
A. TOTAL S.F. OF SHRUB PLANTER AREAS: 80,925
B. TOTAL S.F. OF HYDROSEEDED TURF AREAS: 183,925
C. TOTAL S,F. COBBLE AREA: 1,123
D. TOTAL S.F. HIARDSCAPE AREA: 108,705
E. TOTAL S.F. OF PLAY RUBBER SURFACING AREA: 7,770
RUBBER SURFACE COLOR: GREEN #31 & GRAY #36
F. TOTAL S.F. OF PARKING LOT AREAS: 26,968
G. TOTAL S.F. OF TENNIS COURTS: 27,580
H. TOTAL S.F. OF BASEBALL DIAMONDS: 27,280
1. TOTAL S,,F. OF ALL AREAS-. 453,211
J. TOTAL ACRES: 10.4
K. TOTAL NUMBER OF TREES -SIZE AND QUANTITY:
138 -15 GALLON TREES
86 - 24" BOX TREES
6 - 36n BOX TREES
4 - 48' BOX TREES
28 PALMS TREES (TOTAL OF 416 B.T.F)
L. SITE AMENITIES
12 BARBECUES
21 TRASH RECEPTACLES
15 PICNIC TABLES
92 LIGHTS
3 DRINKING FOUNTAINS
2 PICNIC OVERHEAD STRUCTURE
8 PICNIC AREAS
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING
CRITERIA:
BETWEEN CITY-MAINTAINED TURF AND CITY - MAINTAINED SHRUB
AREAS - 8" WIDE X 6- DEEP CONCRETE HEADERS
BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE-
NANCE - 8- WIDE X 6- DEEP CONCRETE HEADERS
BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTE-
NANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS
BENEATH, METAL FENCING ADJACENT TO CITY' - MAINTENANCE -
6" WIDE X 6" DEEP CONCRETE HEADERS
13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, Is
CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK
LAYOUT SHALL BE MADE IN THE FIELD, AD ADJUSTED AS
NECESSARY TOMEET FIELD CONDITIONS AS APPROVED BY THE
PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO
FINAL CONSTRUCTION.
14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
FOLLOWING CRITERIA:
PLANT IN ACCORDANCE WITH CITY. STANDARD PLANS.
PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN
AGRONOMIC'SOILS REPORT SHALL. BE FURNISHED TO THE CITY
1INISPECTOR, ANY Uis ITIIES OR NUTRIENT
DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS
DETERMINED BY THE CITY INSPECTOR.
ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND
ACCEPTANCE BY THE ENGINEERING DIVISIQN.
PUBLIC TREES ARE TO SE PLANTED PER PUBLIC IMPROVEMENT
PLANS ONLY.
15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST.
JAMES FREI (81 S) 969-7911
B. GENERAL TELEPHONE
00) 4,83-3000
C. SOUTHERN CALIFORNIA GAS COMPANY (8
D. CUCAMONGA COUNTY WATER DISTRICT (800) 427-2200
9641 SAN BERNARDINO ROAD (RG9) 967-2591
RANCHO CUCAMONGA, CA 91730
E. MET'ROPOLITAN WATER DISTRICT
F COMCAST (909) 593-7474
DUPONT ST. (908) 983-9895
(PORTION OF RED HILL)
ONTARIO, CA 91762
G. MARKSCABLEVISION
FOOTHILL'OLVD. #120 (800) 566-2757
RANCHO CUCAMONGA, CA 91730
H. SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE. (800) 655-4555
FONTANA, CA 92336
nFvFLc)pF;R/i0W:N:ER
IM0VITO
1.
NOT USED
2.
CURB ONLY PER CITY OF RANCHO CUCAMONGA
863 L-F.
CURB AND CUTTER PER CITY OF RANCHO CUCAMONGA
368 L.F.
4.
6.26 MIN, A.C. PVMT OVER 0.33 'AC3G BASE
27,416 S.F.
DESCRIPTION OIF R E V I s I N
5.
6.
RETAINING WALL PER CITY OF RANCHO CUCAMONGA
36"X36" CATCH BASIN Wl STEEL GRATES
621 L.F.
5 EA.
DATE
7.
24"X24" CATCHBASIN W/ STEEL GRATES
7 EA.
RIANC Mu CUCAMONGA
8.
18"X 18" CATCH BASIN W1 STEEL GRATES
9 EA.
9.
12'rX12" AREA DRAIN
4 EA.
10.
11.
4"X9" GALV. SIDEWALK DRAIN
24" DIA. PVC DRAIN PIPE
10 EA.
35 L.F.
RANCHO ETIVVANIDA PARK
12.
18" DIA. PVC DRAIN PIPE'
1020 L-F.
NORTH EAST CORNER OF DAY CREEK BLVD. & BANYAN' STREET
13.
12"'DIA. PVC DRAIN PIPE
690L,F.
14.
10" DIA. PVC DRAIN PIPE
90 L.F.
J&
81T DIA. PVC DRAIN PIPE
51 L.F.
E SHEET
16.
116" DIA. PVC DRAIN'PIP'E'
85 L.F.
17,
M
CONCRETE COLLAR PER CITY OF RANCHO OUCA ONGA
I EA.
m
18.
CONNECT TO EXISTING STORM DRAIN MANHOLE
1 EA.
APPROVED BY: r DATE:/
17�
119.
6" PVC SEWER LINE
472 L.F.
S C111 A
C Y N.: R
ENGI E -IT E_ J
R C E No-,
24,953
20.
INSTALL CLEAN,OUT PER CUCAMONGA COUNTY
6 EA,
21 .
CURBSIDE DRAIN OUTLET PER CITY Of RANCHO CUCAMONGA
2 EA.
DESIGN Ag'CHITERFIV I'G:N GROUP RECOMMENDED
22.
3" WHITE STRIPE FOR PARKING LOT STALLS
1292 L,F.
MLD LANDSCAPE ARCHITECTURE Rh f � La. -
23.
JUNCTION STRUCTURE NO. 4,CASE 1, PER CITY OF RANCHO CUCAMONGA
.
3 Ek
PLAT 91TE PL -NING
-TREET, STE, 106
1 G621 C-HU RCH S,
DRAWN SHEET
24,
PAINT HANDICAPP ED PARKING SYMBOL PER ;CALTRANS STD.
3 EA.
RANCHO c uCAMONGA, CA 91730
MLD 484-28Qp'
25.
PAINT 'HANDICAPPED ACCESS AREA, 3" WIDE STRIPES. &O.C, (0 45-
3 EA.
r a �1"
�MaijV_
(909j FAX: (909) 484-2802
26.
1' -011 WIDE CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA
64 &F,
CKD MA WI NG No .
CHE E
27.
4" SEWER BACKWATER VALVE
1 EA,
JA 8 1101 RLA NO. 2832
DATE
28,
AC HANDICAPPED RAMP
1 EA,
ARCHITE N PR E1JE CTSHEET
I
I
Em
r"PIR7011 =_01
m
im*lojffi�Ml
WAIP.
10
r-0
( IN nff )
I inch
AT HiGHLAND AND
ETIWANDA AVENUES, 66' N. CL
HIGHLAND AVE., 24' E. OF CL
EDWAINIDA AVE. AT THE N.W.C.
OF 4X8' DROP—IN—BOX FOR
DRAIN CULVERT, SET STD, BRASS
DfSK ELEV. 1432.612
MTN
FL =
INSTALL 6" PVC SEWER LINE (RING -TITS PVC BY J-M PIPE OR APPROVED
EQUAL)
FINISHED SURFACE
INSTALL CLEAN-OUT PER CUCAMONGA
COUNTY WATER DISTRICT STD. DWG.
21 PER DETAIL "L" SHEET L-14
= INVERT
CONSTRUCT CURBSI�DE DRAIN OUTLET
PER
CITY OF RANCHO CUCAMONGA STD, PLAN 107-B
@
PAINT 3" WHITE STRIPE FOR PARKING
LOT
STALLS
@
CONSTRUCT JUNCTION STRUCTURE NO.
4,
CASE 1, PER CITY OF RANCHO
CUCAMONGA STD, PLAN 333
4
PAINT HANDICAPPED PARKING SYMBOL
PER
CALTRANS STD. PLAN A24C (A
-_ SOFT) DETAIL -M- SHEET L-14
( IN nff )
I inch
AT HiGHLAND AND
ETIWANDA AVENUES, 66' N. CL
HIGHLAND AVE., 24' E. OF CL
EDWAINIDA AVE. AT THE N.W.C.
OF 4X8' DROP—IN—BOX FOR
DRAIN CULVERT, SET STD, BRASS
DfSK ELEV. 1432.612
MTN
FL =
FLOW LINE
FS =
FINISHED SURFACE
FG
FINISHED GRADE
I
= INVERT
S
SLOPE
PT C
DESCRt ION OF REVISION DATE ITY I APPROVED:
CITY OF RANCHO CUCAMONGA
5A7TE
F
PROJECT SHEET N0 OF
.
...... .... ..
INTEX
A
E --2
W-wo
IN -9 ME=
GRAPHIC SCAUE
30 ft.
Em
1=
CUC)
604,
SECT04 A-A
NJ.&
mffm�• ME
AT THE HIGHLAND AND
ETIWANDA AVENIUES, 66'
HIGHLAANID AVE., 24' E. OF CL
ETIWANDA AVE. AT THE N.W.C.
OF 4Xis' DROP—IN—BOX MR
DFMN CULVERT, SET SV. BRASS
DISK. ELEV. 1432,612
RET. WALL
0FRANGHO
A STD. PLAN
A
TG =
TOP OF GRATE
FL =
FLOW LI E
FS
FINISHED SURFACE
F =
FINISHED GRADE
INV.
= INVERT
S
SL PE
356-1795
W
0
200:1 COR
IM
Lh
-t--1
I
cz
p
ED)
3r
ro
44J
Lu
cp
nid
11"RE MESH
IN 2x& � `RAME
F
RIGHT ELEVATION
L8 ELVATION,
-=- - =4== -7 NOT,ES
FRONT ELEVATION 1. COO IT RESTROOM FIXTORES PSITH, MANUFACTURER
4 SUPPLIER, 50 THAT ALL HAROKARE DELIVERED YV FIXTURE5
1/off - It-011 15 CORRECT AND COMPLETE FOR PROPER INSTALLATION OF
IFIXTURE5
KEY NOTES (ELECT,: R!
2. PROVIDE MANUFACTURER'S INSTALLATION
(D
METER. COORDINATE LOCATION 4 REWIREMENTS K ELECTRIC UTILI711r
L I TERATURE Y41 OUT 5H 5 (5 SETS.. FOR C 17Y APPROVAL
PANEL
PRIOR, TO INSTALLATION
I S CONTROLLER,
(J4
TIMER (f;M5T ROOM eLP& L I 6HTS)
AND 05T N PLUMBIN& F-7ER, IT, PRIOP, TO BE&INNIN6 PLUG Nry kSORK.
71MER (EXTERILOR LirvHTS)
-0 ANALY515
1 USC I 111qb OB
*-0" FLUOR STRIP LISHT)NITH LENS COVER, LIT HONIA 5�140-R-5-12OE5 OF,
EGUAL. PROVIDE CAT AL06 CUT FOR AFFAO\/AL MOP, TO PURCHASE ARP
CONSTRUCT I ON TYfvE V-N
INSTALLATION
FLOOR AREA (SF--) 625,
(J-7
INDOOR, CL6 MT10 LI6HT FIXI'URE, KEHALL H.-I.D. \/ANDAL RES. #5010-q5OO OR
000UP ANT LOAF 0*
EOUAL, W 5ON HP5 CLEAR, LAMP. MOUNT ON SOFFIT OF RIDOE BEAM.
Ue5
EXTERIOR ?qALL MTO LIGHT FIXTURE, KEN ALL H.I.P. \/ANDAL
RES. #5210"1500
OR UAL, YV 50IN HP5- CLEAR LAMP.
allt
HAND DRYER BLONER EGUIPMENT
PER SEC 1005,2.2.2. 1,, EXCEPTION
FIXT URE SCHEDULE & NOTES
(4) #5
DESCRIPTION
MANUF. NO.
REMARKS
ETE L C K
8x6x16 CONCR & G
PSATER CLOSET
PE-NAL-WARE,#1 679�1
W� #1795-3,58 WALL SLEEVE
Y4ALL MOUNTED
INTERIOR FACE SHALL BE PRECISION EXCEPT AS NOTED
2
URINAL
PENAL-wARE #1702
W/ #1795- 41 'WALL SLEEVE
WALL MT D. ELONGATED RIM
0 17" AF MAX. CONTROLS
6 all 00
6x6x16 CONCRETE BLOCK
ALL FACES PRECISION BLIK.
nA,lttr 01 SAT AIA
0 44" AFF MAX..
L' TO
DURA-WARE #19555 W/ OPT
VALVE #1-736 & T.E. tRAP ENCL
INAILL MOUN TED
HAND DR)eER
F- AS T-AIRE #HVO5
AALL MOUNTED
-i
6RAB BAR,
1505RAICK #620(0-56
MOUNTED 0 33"
ABOVE FIN FLR
&RA5 E3AR
50BRICK #6206-46
MOUNTED 0 33"
ABOVE FIN FLR
L7
TOILET PAPER DISP.
A5LIN INDUSTRIES-
3 ROLL D13SPENSIER
PH (503) 269
DRINKING FOUNTAIN
HAW'S MODEL #11-19
W, ALL MOUNT-E D-
W/ 6700 M-G-UNTING PLATE
SS FIN[SH-1
H05E 5155
WOODFORD MODEL
LOCATE UNDER LAV
LOODR KRY W1 BACKFLOW
AS RED" D BY CITY
-010
PARTITION 1?OOR
GAM CO SOLID PHENOLIC W,/ HEAVY
DUTY, HARDWARE INCL CONTINUOUS
INSTALL PER MANUF
RECOWD FOR C.M.U.
-=- - =4== -7 NOT,ES
FRONT ELEVATION 1. COO IT RESTROOM FIXTORES PSITH, MANUFACTURER
4 SUPPLIER, 50 THAT ALL HAROKARE DELIVERED YV FIXTURE5
1/off - It-011 15 CORRECT AND COMPLETE FOR PROPER INSTALLATION OF
251-4t'
FOUNDATION PLAN
1/4, 1 1^ 0 If
IFIXTURE5
2. PROVIDE MANUFACTURER'S INSTALLATION
L I TERATURE Y41 OUT 5H 5 (5 SETS.. FOR C 17Y APPROVAL
PRIOR, TO INSTALLATION
5. PLUMENNIS-7 5UBMITTAL DEIFERRtD. SUBMtT PLUM BINIS-7 DRAKN&S,
TO C17Y OF RANCHO CUCAMON&A FOR PLAN R-EVIEY4 AND AFFROVAL,
AND 05T N PLUMBIN& F-7ER, IT, PRIOP, TO BE&INNIN6 PLUG Nry kSORK.
-0 ANALY515
1 USC I 111qb OB
OCCUPANCY &ROUP B
CONSTRUCT I ON TYfvE V-N
FLOOR AREA (SF--) 625,
000UP ANT LOAF 0*
OR
625 SF/50 5f= PER
OCCUPANT ( LOCK EEk ROOMS) 15
PER SEC 1005,2.2.2. 1,, EXCEPTION
(4) #5
LEGEND
ETE L C K
8x6x16 CONCR & G
INTERIOR FACE SHALL BE PRECISION EXCEPT AS NOTED
AND EXTERIOR FACE SHALL BE SLUMP BL K.
#2 HOOPS
NOTE: PAINT BLOCK WALL
6 all 00
6x6x16 CONCRETE BLOCK
ALL FACES PRECISION BLIK.
nA,lttr 01 SAT AIA
251-4t'
FOUNDATION PLAN
1/4, 1 1^ 0 If
PLATE
7TJ'XV'*I/4" &ALV STL -
PLT. MIND AS tSHONN
I "it yv
F 46ASHER EA VVE
11
LAP AND �PIKE RAFTERS
YV 4 166 Ti�iLs
SEE -I/L-5 r-OR.
MOUNTIN6 DIMENS[ONS
DE7AILI (D
511 - ]Lj_oIj
16 6A 1 1/2 "x5 1/2
PERIMETER TUBINCS
W 5 H 1 MEM5ER!5
LION
1/4" = If-oll
BEAM (SEE FRAMIN6 PLAN)
"SIMP50N" EC.C64 OR
Cr,64 CAP (F5 BA!5E,!5IM)
DE7AIL
11/2"e: 11 -0"
1111
- E BEAM —
FRAMI'N6 PLAN
SEE f=PN PLAN
A-1 (7--(P)
E�E7A I L
V= 11-011
OM171/2 BLOCK
FOR DRAINAcs, L
(-r--''p)
-4 #4 0 TOP
NZ-011
130 NP 5M 0
END INALLS
ONL-T'
#4 HORIZ
@ 2-all
(Typ)
#4
VET
11-41, 00 TYP
(50LID &ROUT
ALL CELLS)
TS 1 1/2" X 5 1/2"
KE'r DEAD 5OLT IN I'VE'''
BOX- 5CHL E5560
SERIE 15 PV FRIMU5
HI-5E CURITY KE-rINC7 PER
0171'r-KOE 5Y5TEM, 626
T5 III x 211
5/8)" BOLT IN RED HEAP
NOTE.
ALL LOCKS INILL BE KEYED
TO CIS SFrzVFlrATION5.
CONTACT PALE CATRON ej
51-0 1/211 SATE
IN5TALL. 5-TAINLF-5!5 STEEL
LATCH &UARDS ON ALL
EXTERIOR DOORS
DE7AIL
1 1/2" = 11 -019
CMU NALL I 1/2"x51/2" STL
FRAME 05L a 51PES),
5/4"0 BOLT
(7"i'P FOP, 5)
I N \, (E F; MID-FIN
FIN ELR
1/ 1/2" SATE
1
1�)ETA 1 L
Bit = If-Olf
raw
y
4` WI ATE
im
STRUCTURAL STEEL FENCE NOTE:
SEE STEEL FENCE DETAIL BELOW
m
liNkSTIVA"In AMR LwATMwLw allrw4w
ILYMER -1 5OHNOLO"7"2 -1880
I
I
a
zJ
A
n CONSTRUCTION NOTES
0
x�
r'1
J
4, FOR SITE GRADING, SEE CIVIL ENGINEERS GRADING PLAN.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST
INCURRED DUE TO DAMAGE AND 14EPLACEMEINT OF SAID UTILITIES,
2S S1'`
6, CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS
46 E2 REQUIRED. REFER TO IRRIGATION PLANS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS
29 REQUIRED TO ACCOMPLISH PLISH CONSTRUCTION OPERATIONS AS SHOWN.
6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE
12 AND PROVIDE SUBSURFACE PREPARATION `PER SPECIFICATIONS.
iB 5. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE MPS, ABRUPT
CHANGES AND SHARP TRANSITIONS.
10. ALL CURVILINEAR WALKS, CURBS, HEADER'BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH'
CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND ,APPROVED PRIOR TO BEGINNING
THAT PHASE OF W OR K,
11". IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES ANDIOR ELEVATIONS, THE
DES ION ELEVATION SHALL TAKE PRECEDENCE.
12, ALL PARKWAY WALK DIMENSIONS ARE TAKEN FROM, FACE OF CURB TYP..
1
SHEET KEY MAP
im
r
S OAT\
.wal^J 4 1p
t=
CONSTRUCTION LEG IND
0 NEW ASPHALT PARKING LOT PER SHEET L -3. PLANTER AREAS PER DETAIL G, SHEET L -14.
3"'vl/IDE FAINTED WHITE STRIPES PER ENGINEERS PLATS.
PAINT 3' -0" SQUARE INTERNATIONAL HANDICAP' SYMBOL, SYMBOL SHALL BE WHITE, BACKGROUND
0 SHALL BE BLUE PERENGINEEPIS PLANS.
PAINTED HANDICAP ACCESS AISLE. ACCESSIBLE PATH OF TRAVEL STRIPES SHALL BE Vole
AT 450 AS SHOWN. STRIPES TO BE 3" YVIDE PER ENGINEERS PLANS,
NEW ACCESSIBILITY" RAMP PER CITY STANDARD DETAIL.
SPORTS FIELD LAYOUT. 1-85'x 300" AS SHOWN.
INSTALL HANDICAP AND VAN ACCESSIBLE PARKING S1GNAGE, PER DETAIL B, SHEET L -11'.
PLACE 1 SIGN AT EACH HIC SPACE.
HANDICAP PARKING S"IGNAGE TO BE PLACED AT ENTRY TO PARING LOT PER DETAIL C,
0 SHEET L -11.
9 4" THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS
PER DETAILS 0 & E, SHEET L -11
1 D 4" THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH 12" WIDE SMOOTH
0
TROWELED ACCENT BAND. S& DEEP SCORE JOINTS PER DETAILS D & E, SHEET L -11.
11 4" THICK NATURAL COLOR RETARDANT FINISH CONCRETE PAVING wl 12" WIDE SMOOTH
0
TROWELED ACCENT BANDS & SAMCUT SCORE JOINT PATTERN PER DETAILS D & E, SHEET L -11
0 112" THICK FULL DEPTH POLY FOAM EXPAN81ON JOINT PER DETAIL E, SH EET L -11.
S 6" WIDE (8" WIDE ADJACENT TO TURF)-CONCRETE MOWCURB PER DETAIL F, SHEET L-11.
4 RETAINING MALL @ TENNIS COURTS PER ENGINEERS PLANS,
5 SLUMP BLOCK GARDEN MALLS. SEE DETAIL G, SHEET L-11.
16 TOT LOT EDGE & RAMPING. SATURATE & 6014PACT SU13GRADE TO % PRIOR TO POURING. SEE
DETAIL H & 1, SHEET L -11.
7 "PLAYBOUNW POURED'- IN-PLACE RUBBER, PLAY SURFACE. AVAILABLE FROM: COAST RECREATION -
9491553-8065 - SEE DETA ILS A 8, B, SHEET L4 FOR LAYOUT AND COLOR SCHEME LAYOUT,
18 QUEST PICNIC A; EA wi LARGE 0VE "KNEAD STRUCTURE, TABLES (4), BBQ'S (2j AND TRASH
RECEPTACLES (2). SEE DETAIL C, SHEET 1-10.
1 g EAST PICNIC AREA wf SMALL OVERHEAD STRUCTURE, TABLES (,3), BBQ AND TRASH RECEPTACLE,
SEE DETAIL D, SHEET L -1 D.
Ci TYPICAL PICNIC PAD wl TABLE '6130 & TRASH RECEPTACLE, SEE DETAIL E, SHEET L -10.
1 TOT LOT PLAY EQUIPMENT FOR '!2 - 5 YEAR OLDS (QUOTE PI 1910549A) BY LANDSCAPE STRUCTURES
AVAILABLE FROM: COAST REC, - 9491565-606.6
TOT LOT PLAY EQUIPMENT FOR 5 -12 YEAR OLDS (QUOTE #119145496) BY LANDSCAPE STRUCTURES -
AVAILABLE FROM COAST REG, - 9491555 -$467
3 LANDSCAPE BERMIING PER ENGINEERS PRECISE GRADING PLANS.
4 PUBLIC TELEPHONE BY OTHERS. PLACE PHONE LINES, CONDUIT, etc. PER ELECTRICAL ENG, PLANS
5 OVERHEAD MOOD SHADE STRUCTURE +@ TOT LOTS. SEE DETAIL A & B, SHEET L -92'.
ENTRY MOOD ARBOR, SEE DETAIL C, SHEET L -1'2.
7 ENTRY PILASTERS PER DETAIL CD, SHEET LA2.
S PARK ENTRY MONUMENT PER DETAIL E, SHEET L -1 2.
' REMOVABLE PIPE BOLLARDS. SEE DETAIL F, SHEET L -12. (4 TOTAL)
C PRECAST CONC, PICNIC TABLE wl BENCHES. QUICK -CRETE MODEL #Q- LBT -PTS -8 -
909/737-6240. (15 TOTAL)
15° x 20" PEDESTAL BARBECUE @ PICNIC AREAS, LANDSCAPE STRUCTURES MODEL #1oD101 -
tip^ AVAILABLE FROM: COAST RECREATION- 949 t 563-8465. SEE DETAIL H, SHEET L -12. (15 TOTAL)
PRE-CAST CONC, TRASH RECEPTACLE. DURA ART STONE MODEL #TR -03 - ALUM. LID wl ATTACHED
CHAIN. AVAILABLE FROM DURA ART STONE - 909 /350-9000, SEE DETAIL 1, SHEET L -12. (19'TOTAL)
S DRINKING FOUNTAIN - HANTS #3150 - SEE DETAIL J, SHEET 1.12. (3 TOTAL)
CORNER PARK IDENTIFICATION'MONUMENT. SEE DETAIL K& L, SHEET L -12.
SILICA SAND - #16 OR EQUAL AND FREE OF ORGANIC MATTER AND SILT. 12 "4$" DEEP wi
DRAINAGE. SEE DETAIL M,,SHEET L -12, SEE ENGINEERS PLANS FOR DRAIN LOCATIONS.
B REGULATION! SOFTBALL ,DIA;1u ONDmf SKINNED INFIELD, TYPICAL FENCED DUGOUT w/ BENCH &
BAT RACK. SEE DETAIL A SHEET L -11 FOR LAYOUT AND DUGOUT DETAILS,
7 6' LONG WOOD BENCH L.A. STEELCRAFTMODEL, #0M- PB- 6- -PS, AVAILABLE FROM: COAST
RECREATION -9491553-8065. s6 TOTAL)
8 TENNIS COURTS. SEE DE'T'AILS D & E, SHEET L -13 FOR LAYOUT,
RESTROOM BUILDING, SEE ARCHITECTURAL PLANS.
1C7 TRASH/ IRRIG. EQUIPMENT (wl GRAVEL BASE) ENCLOSURE w/ MOOD OVERHEAD. SEE
DETAILS F, G & H, SHEET L -13,
41 COBBLE PAVING @ PARKWAY AREA PER CITY DETAIL #542. SEE DETAIL C, SHEET L -13,
2 CONCRETE STEPS PER CITY SPECS, SSE DETAIL I, SHEET L_13;
u GALVANIZED STEEL HANDRAIL. SEE DETAIL J, SHEET L -1
GARDEN MALLS w/ BOULDERS INSET. BOULDER SIZES SHOWN ON PLAN': SEE DETAIL A, SHEET L-14.
12" x 12" CONCRETE MOWCURB WI FRIED PIPE BOLLARDS. BOLLARDS @ 5 ° -0" o /c. SEE DETAIL E,
SHEET L-14.
6 SLUMPED BLOCK RETAINING MALL PER DETAIL C, SHEET L -14, SEE ENG,'PLANS FOR HEIGHTS AND
FOOTING SIZES.
47 TUBULAR STEEL FENCING AND 4' WIDE PEC`1ESTRIAN GATE PER DETAILS D & E, SHEET L -14.
B 12 "WIDE CONCRETE STEP-OUT 'PER CITY STANDARD. SEE DETAIL F, SHEET L -14.
4g GRANITE RIVER MASHED BOULDERS. "NAVAJO" BOULDERS FROM SOUTHWEST BOULDER -
8001 540 -1147 - OR LOCAL ON -SITE BOULDERS APPROVED BY CITY. SET BOULDERS INTO GRADE
PER DETAIL G, SHEET L -11:
6C1 18" HIGH RETAINING SEAT MALL. SEE DETAIL I, SHEET L -14
51
LIGHTING FOR REFERENCE ONLY, SEE ELECTRICAL PLANS SHEET L -24 THROUGH L-35
2
PIPING FOR DRINKING FOUNTAINS' CONTRACTOR TO CONNECT TO DOMESTIC WATER SUPPLY AT
RESTROOM AND ROUTE PV( PIPING (CHECK WITH LOCAL CODE) AS SHOWN TO (3) DRINKING FOUN9TAII
CONTRACTOR TO INSTALL LINE SIZE GATE VALVE AS SHOWN AND PLACED IN VALVE BOX.
BS LIGHTING TRANSFORMER FOR REFERENCE ONLY. SEE LIGHTING PLANS BY S & K ENGINEERING
3:6
37
;LIMIT OF WORK LIMIT OF ' R
W SEWER LINE WITH 15' EASEMENT
CC
4
43 , 46
SEE CIVIL ENGINEER'S PLANS FOR DETAILS
4 ,
�
11 ' -Q'^
®�
a
zJ
A
n CONSTRUCTION NOTES
0
x�
r'1
J
4, FOR SITE GRADING, SEE CIVIL ENGINEERS GRADING PLAN.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST
INCURRED DUE TO DAMAGE AND 14EPLACEMEINT OF SAID UTILITIES,
2S S1'`
6, CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS
46 E2 REQUIRED. REFER TO IRRIGATION PLANS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS
29 REQUIRED TO ACCOMPLISH PLISH CONSTRUCTION OPERATIONS AS SHOWN.
6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE
12 AND PROVIDE SUBSURFACE PREPARATION `PER SPECIFICATIONS.
iB 5. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE MPS, ABRUPT
CHANGES AND SHARP TRANSITIONS.
10. ALL CURVILINEAR WALKS, CURBS, HEADER'BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH'
CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND ,APPROVED PRIOR TO BEGINNING
THAT PHASE OF W OR K,
11". IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES ANDIOR ELEVATIONS, THE
DES ION ELEVATION SHALL TAKE PRECEDENCE.
12, ALL PARKWAY WALK DIMENSIONS ARE TAKEN FROM, FACE OF CURB TYP..
1
SHEET KEY MAP
im
r
S OAT\
.wal^J 4 1p
t=
CONSTRUCTION LEG IND
0 NEW ASPHALT PARKING LOT PER SHEET L -3. PLANTER AREAS PER DETAIL G, SHEET L -14.
3"'vl/IDE FAINTED WHITE STRIPES PER ENGINEERS PLATS.
PAINT 3' -0" SQUARE INTERNATIONAL HANDICAP' SYMBOL, SYMBOL SHALL BE WHITE, BACKGROUND
0 SHALL BE BLUE PERENGINEEPIS PLANS.
PAINTED HANDICAP ACCESS AISLE. ACCESSIBLE PATH OF TRAVEL STRIPES SHALL BE Vole
AT 450 AS SHOWN. STRIPES TO BE 3" YVIDE PER ENGINEERS PLANS,
NEW ACCESSIBILITY" RAMP PER CITY STANDARD DETAIL.
SPORTS FIELD LAYOUT. 1-85'x 300" AS SHOWN.
INSTALL HANDICAP AND VAN ACCESSIBLE PARKING S1GNAGE, PER DETAIL B, SHEET L -11'.
PLACE 1 SIGN AT EACH HIC SPACE.
HANDICAP PARKING S"IGNAGE TO BE PLACED AT ENTRY TO PARING LOT PER DETAIL C,
0 SHEET L -11.
9 4" THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS
PER DETAILS 0 & E, SHEET L -11
1 D 4" THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH 12" WIDE SMOOTH
0
TROWELED ACCENT BAND. S& DEEP SCORE JOINTS PER DETAILS D & E, SHEET L -11.
11 4" THICK NATURAL COLOR RETARDANT FINISH CONCRETE PAVING wl 12" WIDE SMOOTH
0
TROWELED ACCENT BANDS & SAMCUT SCORE JOINT PATTERN PER DETAILS D & E, SHEET L -11
0 112" THICK FULL DEPTH POLY FOAM EXPAN81ON JOINT PER DETAIL E, SH EET L -11.
S 6" WIDE (8" WIDE ADJACENT TO TURF)-CONCRETE MOWCURB PER DETAIL F, SHEET L-11.
4 RETAINING MALL @ TENNIS COURTS PER ENGINEERS PLANS,
5 SLUMP BLOCK GARDEN MALLS. SEE DETAIL G, SHEET L-11.
16 TOT LOT EDGE & RAMPING. SATURATE & 6014PACT SU13GRADE TO % PRIOR TO POURING. SEE
DETAIL H & 1, SHEET L -11.
7 "PLAYBOUNW POURED'- IN-PLACE RUBBER, PLAY SURFACE. AVAILABLE FROM: COAST RECREATION -
9491553-8065 - SEE DETA ILS A 8, B, SHEET L4 FOR LAYOUT AND COLOR SCHEME LAYOUT,
18 QUEST PICNIC A; EA wi LARGE 0VE "KNEAD STRUCTURE, TABLES (4), BBQ'S (2j AND TRASH
RECEPTACLES (2). SEE DETAIL C, SHEET 1-10.
1 g EAST PICNIC AREA wf SMALL OVERHEAD STRUCTURE, TABLES (,3), BBQ AND TRASH RECEPTACLE,
SEE DETAIL D, SHEET L -1 D.
Ci TYPICAL PICNIC PAD wl TABLE '6130 & TRASH RECEPTACLE, SEE DETAIL E, SHEET L -10.
1 TOT LOT PLAY EQUIPMENT FOR '!2 - 5 YEAR OLDS (QUOTE PI 1910549A) BY LANDSCAPE STRUCTURES
AVAILABLE FROM: COAST REC, - 9491565-606.6
TOT LOT PLAY EQUIPMENT FOR 5 -12 YEAR OLDS (QUOTE #119145496) BY LANDSCAPE STRUCTURES -
AVAILABLE FROM COAST REG, - 9491555 -$467
3 LANDSCAPE BERMIING PER ENGINEERS PRECISE GRADING PLANS.
4 PUBLIC TELEPHONE BY OTHERS. PLACE PHONE LINES, CONDUIT, etc. PER ELECTRICAL ENG, PLANS
5 OVERHEAD MOOD SHADE STRUCTURE +@ TOT LOTS. SEE DETAIL A & B, SHEET L -92'.
ENTRY MOOD ARBOR, SEE DETAIL C, SHEET L -1'2.
7 ENTRY PILASTERS PER DETAIL CD, SHEET LA2.
S PARK ENTRY MONUMENT PER DETAIL E, SHEET L -1 2.
' REMOVABLE PIPE BOLLARDS. SEE DETAIL F, SHEET L -12. (4 TOTAL)
C PRECAST CONC, PICNIC TABLE wl BENCHES. QUICK -CRETE MODEL #Q- LBT -PTS -8 -
909/737-6240. (15 TOTAL)
15° x 20" PEDESTAL BARBECUE @ PICNIC AREAS, LANDSCAPE STRUCTURES MODEL #1oD101 -
tip^ AVAILABLE FROM: COAST RECREATION- 949 t 563-8465. SEE DETAIL H, SHEET L -12. (15 TOTAL)
PRE-CAST CONC, TRASH RECEPTACLE. DURA ART STONE MODEL #TR -03 - ALUM. LID wl ATTACHED
CHAIN. AVAILABLE FROM DURA ART STONE - 909 /350-9000, SEE DETAIL 1, SHEET L -12. (19'TOTAL)
S DRINKING FOUNTAIN - HANTS #3150 - SEE DETAIL J, SHEET 1.12. (3 TOTAL)
CORNER PARK IDENTIFICATION'MONUMENT. SEE DETAIL K& L, SHEET L -12.
SILICA SAND - #16 OR EQUAL AND FREE OF ORGANIC MATTER AND SILT. 12 "4$" DEEP wi
DRAINAGE. SEE DETAIL M,,SHEET L -12, SEE ENGINEERS PLANS FOR DRAIN LOCATIONS.
B REGULATION! SOFTBALL ,DIA;1u ONDmf SKINNED INFIELD, TYPICAL FENCED DUGOUT w/ BENCH &
BAT RACK. SEE DETAIL A SHEET L -11 FOR LAYOUT AND DUGOUT DETAILS,
7 6' LONG WOOD BENCH L.A. STEELCRAFTMODEL, #0M- PB- 6- -PS, AVAILABLE FROM: COAST
RECREATION -9491553-8065. s6 TOTAL)
8 TENNIS COURTS. SEE DE'T'AILS D & E, SHEET L -13 FOR LAYOUT,
RESTROOM BUILDING, SEE ARCHITECTURAL PLANS.
1C7 TRASH/ IRRIG. EQUIPMENT (wl GRAVEL BASE) ENCLOSURE w/ MOOD OVERHEAD. SEE
DETAILS F, G & H, SHEET L -13,
41 COBBLE PAVING @ PARKWAY AREA PER CITY DETAIL #542. SEE DETAIL C, SHEET L -13,
2 CONCRETE STEPS PER CITY SPECS, SSE DETAIL I, SHEET L_13;
u GALVANIZED STEEL HANDRAIL. SEE DETAIL J, SHEET L -1
GARDEN MALLS w/ BOULDERS INSET. BOULDER SIZES SHOWN ON PLAN': SEE DETAIL A, SHEET L-14.
12" x 12" CONCRETE MOWCURB WI FRIED PIPE BOLLARDS. BOLLARDS @ 5 ° -0" o /c. SEE DETAIL E,
SHEET L-14.
6 SLUMPED BLOCK RETAINING MALL PER DETAIL C, SHEET L -14, SEE ENG,'PLANS FOR HEIGHTS AND
FOOTING SIZES.
47 TUBULAR STEEL FENCING AND 4' WIDE PEC`1ESTRIAN GATE PER DETAILS D & E, SHEET L -14.
B 12 "WIDE CONCRETE STEP-OUT 'PER CITY STANDARD. SEE DETAIL F, SHEET L -14.
4g GRANITE RIVER MASHED BOULDERS. "NAVAJO" BOULDERS FROM SOUTHWEST BOULDER -
8001 540 -1147 - OR LOCAL ON -SITE BOULDERS APPROVED BY CITY. SET BOULDERS INTO GRADE
PER DETAIL G, SHEET L -11:
6C1 18" HIGH RETAINING SEAT MALL. SEE DETAIL I, SHEET L -14
51
LIGHTING FOR REFERENCE ONLY, SEE ELECTRICAL PLANS SHEET L -24 THROUGH L-35
2
PIPING FOR DRINKING FOUNTAINS' CONTRACTOR TO CONNECT TO DOMESTIC WATER SUPPLY AT
RESTROOM AND ROUTE PV( PIPING (CHECK WITH LOCAL CODE) AS SHOWN TO (3) DRINKING FOUN9TAII
CONTRACTOR TO INSTALL LINE SIZE GATE VALVE AS SHOWN AND PLACED IN VALVE BOX.
BS LIGHTING TRANSFORMER FOR REFERENCE ONLY. SEE LIGHTING PLANS BY S & K ENGINEERING
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SLOPE DOWN.
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LEGEND-
(D GALVANIZED POST CAP.
79'SQ. MIN. REFLECTORIZED SIGN CONSISTING OF A PROFILE VIEW OF
A WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE SAC KGROUND
(INTERNATIO) f AL SYMBOL OF ACCESSIBILITY).
T -ADDITIONAL SIGN WITH SIMILAR PROPORTIONS TO REACH "VAN
ACCESSIBLE". SIGN MAY BE WHfTE WITH BLACK TEXT, TEXT TO BE 1"
MIN. HIGH.
GAL V. STEEL POST. 2 1/0LD, W/.203 MIN. WALL THICKNESS.
FINISH SURFACE OF PARKING STALL (PAVING).
CONCRETE FOOTING.
R
n7 FINISH G; ADE,
I' TURF
21 G.c,
LEGEND:
1.1 li2" RA
(D NATURAL COLOR/INTEGRAL COLOR CONCRETE PAVING W" DEEPENED EDGE
SEE C014STRUCTION PLAN FOR COLOR: SEE BELOW FOR,ll TREATMENT.
COMPACT EARTH TO 90% RELATIVE COMPACTION UNDER PAVEMENT.
NTS
SCALE
Pw!l
T
SPACES
3
RESERVED FOR HANDICAP
FACILITIES
ME=
LEGEND,-
NOTES:
(D
TOT LOT EDGE. SEE DETAIL 1, THIS SHEET.
1' _ TO INSURE PRODUCT
ACCESSIBILITY
WARRANTY, CONTRACTOR
I '''E; PA lSION JOINT.
IS TO PREP AND INSTALL
"PLAYBOUND" POUi PLACES'SURFAC[Nd
SURFACING PER MANUF.
SPEC: FICATIONS.
TO BE FL US Ht w/ CONCRETE EDGE,
T
DIS INGUISHING LICENSE PLATES
OR PLACARDS tSS' ED FOR
U
OF PORCELAIN ON STEEL MOUNTED
2, A MANUFACTURE 'S REP,
"PLAYBO-UND" BASE MAT LAYER.
IS TO BE PRESENT DURING
I. LOPE
A CONCRETE FOOTING. BOTTOM CAF
WSTALLATION TO ENSURE
<
$00 MAX.
UNIFORMITY.
c\_1
SI LICA SAND # 16 OR EQUAL. FREE OF ORGANIC
AT
ML-i
MATTER AND SILT.
ORBYTEL-EPHONING(
#4 REBAR wl CARDBOARD SLIP SLEEVE
1-4 9.0jam g
NOTES:
r
& 24, Oc.
1. SEE SITE PLAN FOR LOCATIONS OF ENTRY SIGINS, AT EACH ENTRANCE TO OFF SITE PARKING.
2. CONTRACTOR SHALL CONTACT GOVER If AG ENCY TO OBTAIN NECESSARY INFORMATION TO
4�'THICK CONCRETE SUB BASE W1 &'THICK
FOOTING EDGE AND KEYWAY.' ,
SATURATED & COMPACT SUBGRADE TO SWo
PRIOR TO POURING
LEGEND-
(D GALVANIZED POST CAP.
79'SQ. MIN. REFLECTORIZED SIGN CONSISTING OF A PROFILE VIEW OF
A WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE SAC KGROUND
(INTERNATIO) f AL SYMBOL OF ACCESSIBILITY).
T -ADDITIONAL SIGN WITH SIMILAR PROPORTIONS TO REACH "VAN
ACCESSIBLE". SIGN MAY BE WHfTE WITH BLACK TEXT, TEXT TO BE 1"
MIN. HIGH.
GAL V. STEEL POST. 2 1/0LD, W/.203 MIN. WALL THICKNESS.
FINISH SURFACE OF PARKING STALL (PAVING).
CONCRETE FOOTING.
R
n7 FINISH G; ADE,
I' TURF
21 G.c,
LEGEND:
1.1 li2" RA
(D NATURAL COLOR/INTEGRAL COLOR CONCRETE PAVING W" DEEPENED EDGE
SEE C014STRUCTION PLAN FOR COLOR: SEE BELOW FOR,ll TREATMENT.
COMPACT EARTH TO 90% RELATIVE COMPACTION UNDER PAVEMENT.
NTS
SCALE
Pw!l
T
i Win
SPACES
3
RESERVED FOR HANDICAP
FACILITIES
ME=
IN THIS PARKING LOT
INTERNATIONAL SYMBOL FOR
ACCESSIBILITY
two am A
J @ TURF
UNAUTHORIZED VEHICLES
NPT DISPLAYING
1T' X 22" REFLECTORIZED SIGN
T
DIS INGUISHING LICENSE PLATES
OR PLACARDS tSS' ED FOR
U
OF PORCELAIN ON STEEL MOUNTED
PHYSICALLY DISABLED PERSONS
ON A WDIA. GALV. STEEL POLE SET IN
MAY BE TOWED AWAY
I. LOPE
A CONCRETE FOOTING. BOTTOM CAF
' THE OWNER'S EXPENSE.
<
SIGN SHALL BE MOUNTED AT 80"
TOWED VEHICLES MAY BE RECLAIMED
c\_1
ABOVE FINISH GRADE. TEXT SHALL BE
AT
ML-i
MIN. I` HIGH,
ORBYTEL-EPHONING(
A�I
1-4 9.0jam g
NOTES:
i Win
SPACES
3
RESERVED FOR HANDICAP
FACILITIES
7" L
IN THIS PARKING LOT
INTERNATIONAL SYMBOL FOR
ACCESSIBILITY
two am A
J @ TURF
UNAUTHORIZED VEHICLES
NPT DISPLAYING
1T' X 22" REFLECTORIZED SIGN
T
DIS INGUISHING LICENSE PLATES
OR PLACARDS tSS' ED FOR
U
OF PORCELAIN ON STEEL MOUNTED
PHYSICALLY DISABLED PERSONS
ON A WDIA. GALV. STEEL POLE SET IN
MAY BE TOWED AWAY
I. LOPE
A CONCRETE FOOTING. BOTTOM CAF
' THE OWNER'S EXPENSE.
<
SIGN SHALL BE MOUNTED AT 80"
TOWED VEHICLES MAY BE RECLAIMED
c\_1
ABOVE FINISH GRADE. TEXT SHALL BE
AT
ML-i
MIN. I` HIGH,
ORBYTEL-EPHONING(
A�I
CVC SECTION NO.
NOTES:
1. SEE SITE PLAN FOR LOCATIONS OF ENTRY SIGINS, AT EACH ENTRANCE TO OFF SITE PARKING.
2. CONTRACTOR SHALL CONTACT GOVER If AG ENCY TO OBTAIN NECESSARY INFORMATION TO
COMPLETE THE SIGN TEXT.
1.
SCALE" NTS
33 s a 19 W., r P �1 [ is 249503
1
3
(4)
7" L
two am A
J @ TURF
H
2" @ SBS
'RUI
. Z w
/J
z
I. LOPE
" etc _ }
\� I
<
c\_1
ML-i
A�I
x�x
1.
SCALE" NTS
33 s a 19 W., r P �1 [ is 249503
5
loom
.ALE: OJT
2
r �
'+i
m0mim
NT
I
22`30'
25°
1
LEGEND:
4_ MONUMENT LETTER STYLE, SIZE, AND
NAME TO BE SELECTED BY CITY AND THE
16x4x16 SLUMPED COLUMN ORCO BLOCK
LANDSCAPE ARC€II ECT AT A LATER DATE.
RECOMMEND
CONTRACTOR WILL BE REQUIRED TO
OR EQUALCOLCR AND GROUT TO MATCH
SUBMIT SHOP DRAWINGS GS PRIOR TO
�1
INSTALLATION.
BUILDING - GROUT SOLI[?
1
°y uARIABL E I VARIES _
4
NOTES; }
6X12 BEAM CENTERED ON COLUMN -
1 2. ALL RA611'SHALL BE STAI ERM,
3, SIDEWALX EASEMENT REOUiRED FOR SIDEWALK THAT EXTENDS BF'OND PROPERTY LINE.
4. BUS STOP'S' SHALL BE A MINIMUM OF 70' IN LENGTH. SIDEWALK SMALL BE J 1
NOTCH 2" TO ACOEPT 4x6
5. SIDEWALK SHALL BE 3.0' AWAY FROM CLRa FACE ExCEPT Al CURB RETURNS AND BUS STOPS,
_
SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECE55ARY TO MEET FIELD CONDITIONS AS
4X8 BEAMS @ 1r3" vlc- CENTER ON
19 CONSTRUCTION.
T
UNLESS OTHERWISE NOTED ON FLANS
_ -C
COLUMNS - LET-IN TO 6X12
4 A'OPRQNGD SY
STMDARD PLAN
W f
4x4 TRELLIS MEMBERS Ca 12" olc
1
i� Ci7r E ry »£k DAT €I
ft.C.E 2A053
BOLT THRU TO 4XS's wl 3/8" DIA. LAG
SCREWS WITH FLAT WASHERS. DO NOT
COUNTER SINK_
1 , -6ae
SIMPSON EPB44 POST BASE wt 12"
LONG PIPE INTO GROUTED COLUMN'
SIMP SON HL43' ANGLE Ga EACH SIDE
LEGEND',
OF 4x8 wl (4) 112" DIA. LAG SCREWS @
EACH LOCATION.
10'x 4 x 16 SLUMPED BLOCK COLUMN - COLOR & GROUT TO MATCH BLDG.
7
REBAR CAGE OF 444 BARD "M'ERT.
GROUT SOLID.
TIED TO #4 BARS HORIZ. C FOOTING
AND 36" Ills UP THRU COLUMN
B x 12 ROUGH D.F. BEAM - CENTER ON COLUMN. NOTCH 2" TO ACCEPT 4 X R.
FINISH SURFACE OF SLAB
A x B ROUGH D.F. CROSS BEAMS - CENTER N: COLUMN & LET -IN TO B x 12`s.
CONCRETE FOOTING
4 x 4 ROUGH D.P. TRELLIS MEMBERS Ca 12" o/C - BOLT THRU TO 4 x Ms's WITH
1{}
COMPACTED SUBGRADE
318" dia. GALV. LAG SCREWS WITH FLAT WASHERS. DO NOT COUNTERSINK.
�OVERHEAD
TOT LOT WOO:D OVERHEAD
SCALE: OJT
LEGEND:
TIMBERFORM METAL BOLLARDS -
MODEL #2190 OR 21[93 -R.
POWDERCOAT COLOR TO MATCH
PLAY EQUIP4AENT1
FINISH GRADE.
012" SQ. CONCRETE FOOTING
w/ GALV. STEEL SLEEVE.
NATIVE SOIL.
4" DIA.SLEEVE CAP,
LOCKING HASP,
1" PVC TO GRAVEL TO DRAIN WATER
LEGEND
1, RECESSED BRAS MONUMENT PLAQUE.
FONT AND FILIAL i)ESIGN T4 BE APPROVED
BY OWNER AND CITY.
Z 6x 8 x 16 PRECISION BLOCK WALL WITH
ROCK COBBLE FRONT SIDE ONLY (STUCCO
BACKSIDE) AND IPRECASTCONCRETE
WALL CAP MODEL WC13 -1 '.
3, (2) V HIGH TAPERED ROCKCOBBLE
PILASTER` vil PRECAST CONCRETE CAP
MODEL PCS-28 AVAILABLE THROUGH
UTESTONE (619)596 -9151. ALLOW
WEEKSL FOR DELIVERY. SEE DETAILS K & L,
TWITS SHEET.
ALE. NT
LEGEND'
1. NA11VE LOCAL RIVER WASHED COBBLE -
3" - 6" dla.'ALL SIDES. SET IN MORTAR BED AT
BATTER ANGLE AS'' SHOWN, 'RAKE JOINTS
SMOOTH.
2: (FR€IM BOTTOM TO TOP) 16x 8 x 16 COLUMN BLOCK,
12'x 8 x 12 COLUMN BLOCK. 8 x 6 x 8 HALF BLOCK SEE
SECTION A -A FOR LAYOUT. GROUT ALL CELLS SOLID.
3. #4 CO"NUOUS HORIZONTAL REBAR.:ATTACH
PILASTER: & 8" WIDE WALL TO EACH OTHER.
GROUT FIRST CELL SOLID WHERE DOWELLING
OCCURS..
4. #4 VERTICAL REBAR @ CORNERS.
5. PRECAST CONCREETE CAP. MODEL 9PC5 -21
AVAILABLE THROUGH LI TESTONE (619 )596 - 9151.
ALLOW 4.6 WEEKS FOR DELIVERY. PROVIDE 1 ° MIN.
T MAY. CANTILEVER OVER COBBLE VENEER,
6, PROPOSED CONCRETE FOOTING PER STRUCTURAL
ENGINEER'S REPORT. POUR PILASTER AND WALL
FOOTINYa T€SGEIi 1ER.
1 7. 90 % COMP. SUBGRADE
2 r4
8. FINISH GRACIE.
9. #4 REBAR' HORIZONTAL HOOP TOP, (DIDDLE
FO F TING NOTE: CONTRACTOR TO TIE PILASTER BOTTOM AS SI IOIhiN.
FOOTINGS T01 WALL FOOTING AS ONE POUR. OONTRACTOR � � - -
WILL BE RESPCN018LE FL7R VIBRATING ALL CONCRETE 10. MONUMENT MALL wf COBBLE VENEER AND PRECAST WALL
t+Flil TIN SI4 IVACE T1 a ELIMINATE ALL VOIDS AND AIR POCKETS CAP MODEL #WO1 13B AVAILABLE FROM LITESTONE
CONTRACTOR TO PROVIDE EXTREME CARE WHEN VIBRATINta
NOT TO FLIT OR TOUGH STYROFOAM LETTERING. SEclLQN A�3 {616) 595 9151. ALLOW 4-6 1NEEKS Ft?R'O1 LIVERY.
SEE DETAIL 1., THIS SHEET.
R IILil1 f LL
am
!PARK Mut""NUMENT
I
I
A
ra
LEGEND:
15" x217 IRON MOUNTAIN FORGE
MODEL #200 -X OR 210 -X (PER CITY)
ADJUSTABLE ROTATING,
GRILL, PAINTED BLACK. AVAILABLE
FROM PACIFIC DESIGN CONCEPTS -
800/ 367 -7326.
BBQ SLEEVE.
03 1f2" o.d. IRON PIPE, 4V' LONG, PAINTED
BLACK.
4. CONCRETE PAVING, SEE CONSTRUCTION
PLAN.
4" IonR #3 REBAR. INSTALL PER MANUF.
SPEC1,19 ATIONS.
18" x 1B " CONCRETE FOOTING
090% COMPACTED "aUB - GRADE.
&' - `r
I
4'
LEGEND:
"D CONCRETE CORR PER DETAILS 'H 8 I. SHEET L -11'-
2. 12 "'CIEEP SILICA SAND NO. 16.'
31 . TREVIRA4 SPUNBOUND OZ, FILTER FABRIC ; 1114. PLACE BETWEEN SAND &
0
NATIVE SOIL.
@DRAIN PIPE. 'LOCATION AND SLOPE PER GRADING PLAN.
06" PLANTER DRAIN. SEE ENG. PLANS FOR LOCATIONS,
TNATIVE SOIL, COMPACTED TO 98 %.
SCALE: NTS
4 3
Kati n n'
G
a
LEGEND:
0 BRONZE ANODIZED ALUMIN14JM LID WITH CHAIN CO -Ni SECTION
TO INSIDE OF RECEPTACLE.
27" DIA. x 32" HIGH PRECAST CONCRETE TRASH RECEPTACLE
WITH LIGHT SANDBLAST FINISH - MODEL #S -TDR-3 NATURAL COLOR LOVE
PROFILE TOP WITH ATTACHED C'HA I'N AS MADE BY DURA ART STONE.
(909) 350 - 9000.
CONTRACTOR TO !BOLT TRASH ENCLOSURE TO CONCRTE SLAB USING'
3J3" LAG BOLT AND LEAD SHIELDS AT (a) LOCATIONS.
CONCRETE SLAB OR MOUNTING PAD FOR PLANTER CONDITION.
COMPACTED SUBGRADE.
c�
LOOP' STYLE BIDE RACK wl FLANGES FOR MOUNTING - MOUNT
PER MANUFACTURERS SPECS - POWDERCOAT COLOR TO 'MATCH
FLAY EQUIPMENT.
LANDSCAPE STRUCTURES. MODEL # 100102A - AVAILABLE
FROM OAST RECREATION (714) 553 -8065.
DEEPENED FOOTING IN SLAB (P AREA OF MOUNTING
90% COMPACTED SUBGRADE
SECURE TO CONCRETE WITH 4 - 711 &' d4a. BOLTS WITH
LEAD SHIELDS. CUT OFF EXCESS BOLT THREADS AND MASH
ENDS TO PREVENT REMOVAL.
BU E RACK
SCALE, CATS
omm
RRA J B No e . 0 -A
�I
4_ MONUMENT LETTER STYLE, SIZE, AND
NAME TO BE SELECTED BY CITY AND THE
R/W
LANDSCAPE ARC€II ECT AT A LATER DATE.
RECOMMEND
CONTRACTOR WILL BE REQUIRED TO
s
SUBMIT SHOP DRAWINGS GS PRIOR TO
�1
INSTALLATION.
� i
1
°y uARIABL E I VARIES _
ALE. NT
LEGEND'
1. NA11VE LOCAL RIVER WASHED COBBLE -
3" - 6" dla.'ALL SIDES. SET IN MORTAR BED AT
BATTER ANGLE AS'' SHOWN, 'RAKE JOINTS
SMOOTH.
2: (FR€IM BOTTOM TO TOP) 16x 8 x 16 COLUMN BLOCK,
12'x 8 x 12 COLUMN BLOCK. 8 x 6 x 8 HALF BLOCK SEE
SECTION A -A FOR LAYOUT. GROUT ALL CELLS SOLID.
3. #4 CO"NUOUS HORIZONTAL REBAR.:ATTACH
PILASTER: & 8" WIDE WALL TO EACH OTHER.
GROUT FIRST CELL SOLID WHERE DOWELLING
OCCURS..
4. #4 VERTICAL REBAR @ CORNERS.
5. PRECAST CONCREETE CAP. MODEL 9PC5 -21
AVAILABLE THROUGH LI TESTONE (619 )596 - 9151.
ALLOW 4.6 WEEKS FOR DELIVERY. PROVIDE 1 ° MIN.
T MAY. CANTILEVER OVER COBBLE VENEER,
6, PROPOSED CONCRETE FOOTING PER STRUCTURAL
ENGINEER'S REPORT. POUR PILASTER AND WALL
FOOTINYa T€SGEIi 1ER.
1 7. 90 % COMP. SUBGRADE
2 r4
8. FINISH GRACIE.
9. #4 REBAR' HORIZONTAL HOOP TOP, (DIDDLE
FO F TING NOTE: CONTRACTOR TO TIE PILASTER BOTTOM AS SI IOIhiN.
FOOTINGS T01 WALL FOOTING AS ONE POUR. OONTRACTOR � � - -
WILL BE RESPCN018LE FL7R VIBRATING ALL CONCRETE 10. MONUMENT MALL wf COBBLE VENEER AND PRECAST WALL
t+Flil TIN SI4 IVACE T1 a ELIMINATE ALL VOIDS AND AIR POCKETS CAP MODEL #WO1 13B AVAILABLE FROM LITESTONE
CONTRACTOR TO PROVIDE EXTREME CARE WHEN VIBRATINta
NOT TO FLIT OR TOUGH STYROFOAM LETTERING. SEclLQN A�3 {616) 595 9151. ALLOW 4-6 1NEEKS Ft?R'O1 LIVERY.
SEE DETAIL 1., THIS SHEET.
R IILil1 f LL
am
!PARK Mut""NUMENT
I
I
A
ra
LEGEND:
15" x217 IRON MOUNTAIN FORGE
MODEL #200 -X OR 210 -X (PER CITY)
ADJUSTABLE ROTATING,
GRILL, PAINTED BLACK. AVAILABLE
FROM PACIFIC DESIGN CONCEPTS -
800/ 367 -7326.
BBQ SLEEVE.
03 1f2" o.d. IRON PIPE, 4V' LONG, PAINTED
BLACK.
4. CONCRETE PAVING, SEE CONSTRUCTION
PLAN.
4" IonR #3 REBAR. INSTALL PER MANUF.
SPEC1,19 ATIONS.
18" x 1B " CONCRETE FOOTING
090% COMPACTED "aUB - GRADE.
&' - `r
I
4'
LEGEND:
"D CONCRETE CORR PER DETAILS 'H 8 I. SHEET L -11'-
2. 12 "'CIEEP SILICA SAND NO. 16.'
31 . TREVIRA4 SPUNBOUND OZ, FILTER FABRIC ; 1114. PLACE BETWEEN SAND &
0
NATIVE SOIL.
@DRAIN PIPE. 'LOCATION AND SLOPE PER GRADING PLAN.
06" PLANTER DRAIN. SEE ENG. PLANS FOR LOCATIONS,
TNATIVE SOIL, COMPACTED TO 98 %.
SCALE: NTS
4 3
Kati n n'
G
a
LEGEND:
0 BRONZE ANODIZED ALUMIN14JM LID WITH CHAIN CO -Ni SECTION
TO INSIDE OF RECEPTACLE.
27" DIA. x 32" HIGH PRECAST CONCRETE TRASH RECEPTACLE
WITH LIGHT SANDBLAST FINISH - MODEL #S -TDR-3 NATURAL COLOR LOVE
PROFILE TOP WITH ATTACHED C'HA I'N AS MADE BY DURA ART STONE.
(909) 350 - 9000.
CONTRACTOR TO !BOLT TRASH ENCLOSURE TO CONCRTE SLAB USING'
3J3" LAG BOLT AND LEAD SHIELDS AT (a) LOCATIONS.
CONCRETE SLAB OR MOUNTING PAD FOR PLANTER CONDITION.
COMPACTED SUBGRADE.
c�
LOOP' STYLE BIDE RACK wl FLANGES FOR MOUNTING - MOUNT
PER MANUFACTURERS SPECS - POWDERCOAT COLOR TO 'MATCH
FLAY EQUIPMENT.
LANDSCAPE STRUCTURES. MODEL # 100102A - AVAILABLE
FROM OAST RECREATION (714) 553 -8065.
DEEPENED FOOTING IN SLAB (P AREA OF MOUNTING
90% COMPACTED SUBGRADE
SECURE TO CONCRETE WITH 4 - 711 &' d4a. BOLTS WITH
LEAD SHIELDS. CUT OFF EXCESS BOLT THREADS AND MASH
ENDS TO PREVENT REMOVAL.
BU E RACK
SCALE, CATS
omm
RRA J B No e . 0 -A
�I
f
RCE
R/W
} {({
I
RECOMMEND
DIA PER STD, 1010
I a
RJvr
" ,
� i
1
°y uARIABL E I VARIES _
<
NOTES; }
9. RADII FOR CURVED SIDEWALK SHALL BE SETWEEN 600' AND 1000'.
1 2. ALL RA611'SHALL BE STAI ERM,
3, SIDEWALX EASEMENT REOUiRED FOR SIDEWALK THAT EXTENDS BF'OND PROPERTY LINE.
4. BUS STOP'S' SHALL BE A MINIMUM OF 70' IN LENGTH. SIDEWALK SMALL BE J 1
MINIMUM OF 6' !Nv WIDTH ADJACENT To CURB.
5. SIDEWALK SHALL BE 3.0' AWAY FROM CLRa FACE ExCEPT Al CURB RETURNS AND BUS STOPS,
6. SIDEWALK (AYOUT ON PLANS IS CONCEFgUAL ONLY. AP'P2OVAL OF THE FINN SIDEWALK LAYOUT
SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECE55ARY TO MEET FIELD CONDITIONS AS
' APPROVED BY THE PUBLIC WORKS INSPECTOR AND 'PROJ�CZ PLANNER PRIOR TO FINAL
19 CONSTRUCTION.
7 THE SIDEWALK SHALL BE IN THE NORMAL. 2% PLANE MEASURED FROM TOP OF CURB.
UNLESS OTHERWISE NOTED ON FLANS
_ -C
a CITY OF RANCHO CUCA ONGA, LIB" RI�I
4 A'OPRQNGD SY
STMDARD PLAN
W f
I1RYILI TER SIDEWALK i 114 �
1
i� Ci7r E ry »£k DAT €I
ft.C.E 2A053
USE WITH STANDARA SPECIFI ATI4NS FM PUSUC v+aaic5 KkftdsY�ftw'fa8v SHECT 17f 7
ALE. NT
LEGEND'
1. NA11VE LOCAL RIVER WASHED COBBLE -
3" - 6" dla.'ALL SIDES. SET IN MORTAR BED AT
BATTER ANGLE AS'' SHOWN, 'RAKE JOINTS
SMOOTH.
2: (FR€IM BOTTOM TO TOP) 16x 8 x 16 COLUMN BLOCK,
12'x 8 x 12 COLUMN BLOCK. 8 x 6 x 8 HALF BLOCK SEE
SECTION A -A FOR LAYOUT. GROUT ALL CELLS SOLID.
3. #4 CO"NUOUS HORIZONTAL REBAR.:ATTACH
PILASTER: & 8" WIDE WALL TO EACH OTHER.
GROUT FIRST CELL SOLID WHERE DOWELLING
OCCURS..
4. #4 VERTICAL REBAR @ CORNERS.
5. PRECAST CONCREETE CAP. MODEL 9PC5 -21
AVAILABLE THROUGH LI TESTONE (619 )596 - 9151.
ALLOW 4.6 WEEKS FOR DELIVERY. PROVIDE 1 ° MIN.
T MAY. CANTILEVER OVER COBBLE VENEER,
6, PROPOSED CONCRETE FOOTING PER STRUCTURAL
ENGINEER'S REPORT. POUR PILASTER AND WALL
FOOTINYa T€SGEIi 1ER.
1 7. 90 % COMP. SUBGRADE
2 r4
8. FINISH GRACIE.
9. #4 REBAR' HORIZONTAL HOOP TOP, (DIDDLE
FO F TING NOTE: CONTRACTOR TO TIE PILASTER BOTTOM AS SI IOIhiN.
FOOTINGS T01 WALL FOOTING AS ONE POUR. OONTRACTOR � � - -
WILL BE RESPCN018LE FL7R VIBRATING ALL CONCRETE 10. MONUMENT MALL wf COBBLE VENEER AND PRECAST WALL
t+Flil TIN SI4 IVACE T1 a ELIMINATE ALL VOIDS AND AIR POCKETS CAP MODEL #WO1 13B AVAILABLE FROM LITESTONE
CONTRACTOR TO PROVIDE EXTREME CARE WHEN VIBRATINta
NOT TO FLIT OR TOUGH STYROFOAM LETTERING. SEclLQN A�3 {616) 595 9151. ALLOW 4-6 1NEEKS Ft?R'O1 LIVERY.
SEE DETAIL 1., THIS SHEET.
R IILil1 f LL
am
!PARK Mut""NUMENT
I
I
A
ra
LEGEND:
15" x217 IRON MOUNTAIN FORGE
MODEL #200 -X OR 210 -X (PER CITY)
ADJUSTABLE ROTATING,
GRILL, PAINTED BLACK. AVAILABLE
FROM PACIFIC DESIGN CONCEPTS -
800/ 367 -7326.
BBQ SLEEVE.
03 1f2" o.d. IRON PIPE, 4V' LONG, PAINTED
BLACK.
4. CONCRETE PAVING, SEE CONSTRUCTION
PLAN.
4" IonR #3 REBAR. INSTALL PER MANUF.
SPEC1,19 ATIONS.
18" x 1B " CONCRETE FOOTING
090% COMPACTED "aUB - GRADE.
&' - `r
I
4'
LEGEND:
"D CONCRETE CORR PER DETAILS 'H 8 I. SHEET L -11'-
2. 12 "'CIEEP SILICA SAND NO. 16.'
31 . TREVIRA4 SPUNBOUND OZ, FILTER FABRIC ; 1114. PLACE BETWEEN SAND &
0
NATIVE SOIL.
@DRAIN PIPE. 'LOCATION AND SLOPE PER GRADING PLAN.
06" PLANTER DRAIN. SEE ENG. PLANS FOR LOCATIONS,
TNATIVE SOIL, COMPACTED TO 98 %.
SCALE: NTS
4 3
Kati n n'
G
a
LEGEND:
0 BRONZE ANODIZED ALUMIN14JM LID WITH CHAIN CO -Ni SECTION
TO INSIDE OF RECEPTACLE.
27" DIA. x 32" HIGH PRECAST CONCRETE TRASH RECEPTACLE
WITH LIGHT SANDBLAST FINISH - MODEL #S -TDR-3 NATURAL COLOR LOVE
PROFILE TOP WITH ATTACHED C'HA I'N AS MADE BY DURA ART STONE.
(909) 350 - 9000.
CONTRACTOR TO !BOLT TRASH ENCLOSURE TO CONCRTE SLAB USING'
3J3" LAG BOLT AND LEAD SHIELDS AT (a) LOCATIONS.
CONCRETE SLAB OR MOUNTING PAD FOR PLANTER CONDITION.
COMPACTED SUBGRADE.
c�
LOOP' STYLE BIDE RACK wl FLANGES FOR MOUNTING - MOUNT
PER MANUFACTURERS SPECS - POWDERCOAT COLOR TO 'MATCH
FLAY EQUIPMENT.
LANDSCAPE STRUCTURES. MODEL # 100102A - AVAILABLE
FROM OAST RECREATION (714) 553 -8065.
DEEPENED FOOTING IN SLAB (P AREA OF MOUNTING
90% COMPACTED SUBGRADE
SECURE TO CONCRETE WITH 4 - 711 &' d4a. BOLTS WITH
LEAD SHIELDS. CUT OFF EXCESS BOLT THREADS AND MASH
ENDS TO PREVENT REMOVAL.
BU E RACK
SCALE, CATS
omm
RRA J B No e . 0 -A
�I
RCE
24953
CAE
RECOMMEND
ARCHITECTURE
LAhiN4NG
STREET. SUITE 106
�MONGA. CA 917'30
'SHEET
FAX (94)9) 484 -21392'
4
D Rl. W�N: G O.
RL,A ®,
JECT PRO SHEET OF
CWWLLEA NOTE:
A" TO O. R, ONE VALVE PER
CONTR
l� CONTROLLER. 0MRACTOR WOPERATE SIX
I' I
VALVB AT A T1W AND NOT 10 EXCEE D 319 6PM MAX.
SHEET KEY MAP
.TS.
BANYAN STREET
VK
RAINURD
1812- SAM -PFIS-6VAN
POP-UP-SPRAY HEAD
61
.40
30
50
6L
RAINBIRD
1812-S AM-PR S-BQ
POP-UP-SPRAY READ
'80
30
LINT OF W01RIK
ti
LIMIT O F W- O:RK
RAINUIRD
1812-SAM-PRS•BH
POP-UP-SPRAY HEAD
8!
.50
30
Ir
RAINBIRD
1812-SAM-PRS-8F
POP-UP-SPRAY HEAD
8'
1.00
30
14-
ZVC
1
/4-
1112"
=�,.
1112' -112" 1 1/4"
1114
i T v
3fq
11/4"
1114'
T,
W
RAINBIRD
1812-SAM-PRS-8VAN
POP-UP-SPRAY HEAD
81
.70
30
2"
G)
(D
Q)
CG
0 G)
0
1--
s,
W
RAINBIRD
1812-SAM-PRS-I,OQ
POP-UP-SPRAY HEAD
iol
.40
30
3
314'
3f� v
-
314"
V
RAINBIRD
1812-SAM-:PR9-i0H
POP-UP-SFIRAY HEAD
1v
Bo
30
1
a) 1' 111 11/2'
11121,
(1112"
1114"
U"'
U314� 314-
113 14' 11/2'
1/2'
1/4"
31�i
11f2
1112
2"
44"'
Q
3/4"
Q
Q Q
1114"
G)
1,60
30
3X
e4)
G)
G)
RAINBIRD
1:812-SAM-PRS-IOF
POP-UP-SPRAY HEAD
19
'IT
1
1314"
3/4" 1114'
- -
-
RAINBIRID
1812-SAM-PRS-10VAN
POP-UP-SPRAY HEAD
110,
.80
30
1114-
Q)
I
V 1114' 1112"3 11/2' 1 1 11 1
I( 9ki 1
i�� -
1: UZ
11/4" 4:' 3/4'j
—41--
1 1T4t 1112'�]
1)1.2-
2" n
1112
rl 1/2' Al,
ItA,
RAINBIRD
1812-SAM-PRS-12Q
POP-UP-SPRAY HEAD
12'
.70
30
CWWLLEA NOTE:
A" TO O. R, ONE VALVE PER
CONTR
l� CONTROLLER. 0MRACTOR WOPERATE SIX
I' I
VALVB AT A T1W AND NOT 10 EXCEE D 319 6PM MAX.
SHEET KEY MAP
.TS.
BANYAN STREET
NOTE:
1. LOCATE HEAD 2" TO 6- FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS,
AND EDGxo OF LAWN'
2. USE TEFLON TAPE ON ALL MALE THREADS,
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
A. HEAD CONNECTION AT BOTTOM INLET ONLY.
SET TO
BEET ELL
CLEAN BACKFILL - SEE
SPECS, FOR MATERIAL.
90% COMPACTION R UIRED
PROVIDE 6" MIN. OF SANG
BEDDING AND SHADDING
NON-PRESSURE LATERAL
LIME SLEEVE - SIZE TWICE
DIAMETER OF NON - PRESSURE
LATERAL LINE
y
NON,PRESSURE LATERAL LINE & FITTING':
ETCH. 80 PVC NIPPLE, TYPICAL (2) PLACES.
NOTES:
LOCATE HEAD 2' FROM WALKS, CURBS:.,
HARDSCAPING, L40W STRIP, HEADER BbARO';
A EDGE OF LAWN'.
u
PCS -020
0.2
BROWN
PCS -030
0.3
SILVER
PCS -040
0.3
(RANGE
PCS -060
0.6
BLACK
PCS -090
0.9
'WHITE
PCS -125
1.25
GREEN
I iI
PCS -260
2.6
BLUE
PCq - .37a;
3.7
RED
8F
6" MIN.,
1
1
3'
I1
_I
...
(�ARLE X 96° $TREE'
FINISH GRADE
-
w'.. y ; SMALLER
OR
NON- PRESSURE LATERAL LINE
2'
4'
1'
7'
HA ULr-
[((
33 DRIP QUIC1
EDGES OF LAWN....
8T
COUPLING VALVE
3'
90% COMPACTION REGUIRED
5'
91#
m _
®((Z;
I-
3 J_((
NUT
2'
I
PRESSU LA LINE:
7'
MINIMUM
(3) PLACES
I I
ERAL
SCON- 40
m
1OF
ENOUGH WIRE TO EXTEND WIRE
It
,
TRENCH
5'
{{
10'
¢ gb
°
[ I
A p
a k p.S
pp 1
i I
2'
10f
11'#
(_I PRESSURE SUPPLY LINE:
+1
1 -•°-I
—II
I LEI
fI
19
SCH 417 BRASS NIPPLE
10T
WZ'N %101 7x
I
ii
10'
/w/
SCH 40 BRASS RIPPLE -
CONTROL WIRES - BUNDLE
10Q
2'
5'
8`
7' `
O.C. AND
l
r
i
F�,+�„+•�
�t
INSTALL ADJACENT
5'
7'
8'
124
1,011111
PRESSURE SUPPLY LINE
,o®
2'
TYS', PROVIDE T MIN- OF SAND
5'
BEDDING AND S-IADLNNC
NOTE:
10'
1. PIGTAIL AND LOOP CONTROL WRE AT 90- CHANGES IN DIRECTION,
2. PRESSURE
SUPPLY LINE: 2 1/2" AND SMALIEI 1$" MIN. DEPTH
3" AND LARGER 2e MIN. DEPTH
2'
3'
51
9'
11`
p
L m l
12H
a ,
w
e
10'
12`#
12'#
12T
2'
6'
4'
I
,
12Q!
8`
A,
12 1#
NOTE:
1. LOCATE HEAD 2" TO 6- FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS,
AND EDGxo OF LAWN'
2. USE TEFLON TAPE ON ALL MALE THREADS,
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
A. HEAD CONNECTION AT BOTTOM INLET ONLY.
SET TO
BEET ELL
CLEAN BACKFILL - SEE
SPECS, FOR MATERIAL.
90% COMPACTION R UIRED
PROVIDE 6" MIN. OF SANG
BEDDING AND SHADDING
NON-PRESSURE LATERAL
LIME SLEEVE - SIZE TWICE
DIAMETER OF NON - PRESSURE
LATERAL LINE
y
NON,PRESSURE LATERAL LINE & FITTING':
ETCH. 80 PVC NIPPLE, TYPICAL (2) PLACES.
NOTES:
LOCATE HEAD 2' FROM WALKS, CURBS:.,
HARDSCAPING, L40W STRIP, HEADER BbARO';
A EDGE OF LAWN'.
I 'WHITE
BLUE
RED
BLACK
IBRIGATION CONTROLLER
IL,ASTIO VALVE BOX (CARSON OR _ WATERPROOF A I L
PIG TAIL EXPANSION
LOOP (MIN. 24" LONG)
BLACK'
PIG, TAIL EXPANSION
LOOP (MIN. 24" LONG)
MASTER" CaNTROL
VALVE
I. INSTALL CONTROLLER IPER MFG. PRINTED INSTRUCTIONS AND PER L
CODES. LOCATION Tai BE''APPROVED IN FIELD BY THE CITY INSPECT;
PRIOR TO CONSTRUCTION..
2. CONTROL WIRE SEQUENCE TAI CORRESPOND TO THE PLANTS DESIGF
SEQUENCE OF REMOTE Ct3NTROL VALVE&
3. RUN ONE, EXTRA WIRE (COLOR: ORANGE) TO'FARTHEST RCV ON EAC
BRANCH OF THE MAINLINE FOR FIAU RE USE. PIGTAIL EACH ORANGE
WIRE AT THE ENCLOSURE.
4. COMMON WIRE TO BE WI II IE AND CONTROL WIRE TO RE RED IN COU
5. NO SPLICES SMALL BE MADE BETWEEN CONTROLLER AND REMOTE
CONTROL VALVES.
6. P14ONE LINE.
7. ALL ELECTRICAL DEVICES'' 8H ALL BE GROUNDED PER LOCAL CODE.
1800 P S SCREEN PERFORMANCE
STANDARD & SiWiALL RADIUS SPRAY PATTERNSAND UMBRELLA BUBBLERS
MO EL
G m
COLOR
PCS -010
0.1
RUFFLE
PCS -020
0.2
BROWN
PCS -030
0.3
SILVER
PCS -040
0.3
(RANGE
PCS -060
0.6
BLACK
PCS -090
0.9
'WHITE
PCS -125
1.25
GREEN
I iI
PCS -260
2.6
BLUE
PCq - .37a;
3.7
RED
8F
6" MIN.,
1
1
3'
I1
_I
I
(�ARLE X 96° $TREE'
FINISH GRADE
-
BACKFILL - SEE
NON- PRESSURE LATERAL LINE
2'
4'
1'
7'
a,#
SPECS FOR MATERIAL.
33 DRIP QUIC1
EDGES OF LAWN....
8T
COUPLING VALVE
3'
90% COMPACTION REGUIRED
5'
91#
4. HEAD CONNECTION AT BOTTOMINLET ONLY.
RUBBER CAP
I-
3 J_((
8Q
2'
I
PRESSU LA LINE:
7'
MINIMUM
(3) PLACES
I I
ERAL
SCON- 40
m
1OF
ENOUGH WIRE TO EXTEND WIRE
-
TRENCH
5'
{{
10'
¢ gb
°
[ I
A p
a k p.S
pp 1
i I
2'
10f
11'#
(_I PRESSURE SUPPLY LINE:
+1
1 -•°-I
—II
I LEI
fI
19
SCH 417 BRASS NIPPLE
10T
111- SCH- AD /CL. 315 SNAKE
II PIPE IN TRENCH-
I
ii
10'
/w/
SCH 40 BRASS RIPPLE -
CONTROL WIRES - BUNDLE
10Q
2'
5'
8`
7' `
O.C. AND
pp
12F
INSTALL ADJACENT
5'
7'
8'
124
PRESSURE SUPPLY LINE
2'
TYS', PROVIDE T MIN- OF SAND
5'
BEDDING AND S-IADLNNC
NOTE:
10'
1. PIGTAIL AND LOOP CONTROL WRE AT 90- CHANGES IN DIRECTION,
2. PRESSURE
SUPPLY LINE: 2 1/2" AND SMALIEI 1$" MIN. DEPTH
3" AND LARGER 2e MIN. DEPTH
I 'WHITE
BLUE
RED
BLACK
IBRIGATION CONTROLLER
IL,ASTIO VALVE BOX (CARSON OR _ WATERPROOF A I L
PIG TAIL EXPANSION
LOOP (MIN. 24" LONG)
BLACK'
PIG, TAIL EXPANSION
LOOP (MIN. 24" LONG)
MASTER" CaNTROL
VALVE
I. INSTALL CONTROLLER IPER MFG. PRINTED INSTRUCTIONS AND PER L
CODES. LOCATION Tai BE''APPROVED IN FIELD BY THE CITY INSPECT;
PRIOR TO CONSTRUCTION..
2. CONTROL WIRE SEQUENCE TAI CORRESPOND TO THE PLANTS DESIGF
SEQUENCE OF REMOTE Ct3NTROL VALVE&
3. RUN ONE, EXTRA WIRE (COLOR: ORANGE) TO'FARTHEST RCV ON EAC
BRANCH OF THE MAINLINE FOR FIAU RE USE. PIGTAIL EACH ORANGE
WIRE AT THE ENCLOSURE.
4. COMMON WIRE TO BE WI II IE AND CONTROL WIRE TO RE RED IN COU
5. NO SPLICES SMALL BE MADE BETWEEN CONTROLLER AND REMOTE
CONTROL VALVES.
6. P14ONE LINE.
7. ALL ELECTRICAL DEVICES'' 8H ALL BE GROUNDED PER LOCAL CODE.
1800 P S SCREEN PERFORMANCE
STANDARD & SiWiALL RADIUS SPRAY PATTERNSAND UMBRELLA BUBBLERS
MO EL
G m
COLOR
PCS -010
0.1
RUFFLE
PCS -020
0.2
BROWN
PCS -030
0.3
SILVER
PCS -040
0.3
(RANGE
PCS -060
0.6
BLACK
PCS -090
0.9
'WHITE
PCS -125
1.25
GREEN
IPCS-175
1.75
YELLOW
PCS -260
2.6
BLUE
PCq - .37a;
3.7
RED
8F
6" MIN.,
1
1
3'
5'
8#
(�ARLE X 96° $TREE'
FINISH GRADE
-
8H
NON- PRESSURE LATERAL LINE
2'
4'
1'
7'
a,#
NOTE:
t LOCATE HEAD 2" T66' FR6M WALKS, CURBS, HARDSCAPING;' MOWSTRIPS.
33 DRIP QUIC1
EDGES OF LAWN....
8T
COUPLING VALVE
3'
5'
5'
91#
4. HEAD CONNECTION AT BOTTOMINLET ONLY.
RUBBER CAP
STAINLESS STEEL
8Q
2'
5'
7'
7'
MINIMUM
(3) PLACES
TIiONS.
314" WASHED
1OF
ENOUGH WIRE TO EXTEND WIRE
-
8'
5'
8'
10'
¢ gb
°
10H
A p
a k p.S
2'
6'
2'
10f
11'#
12" X 16" GREEN PLASTIC METER
11'
SCH 417 BRASS NIPPLE
10T
2'
6'
7'
10'
/w/
SCH 40 BRASS RIPPLE -
10Q
2'
5'
8`
7' `
12F
101#
5'
7'
8'
124
12TQ
2'
3'
5'
7'
10'
10'
12TT
2'
3'
51
9'
11`
124
12H
4'
3'
8'
10'
12`#
12'#
12T
2'
6'
4'
19
12'#
12Q!
8`
A,
12 1#
16F
-
5'
7'
11'
134
1 5T
-
-
0`
8'
8'
151#
15TT
1'
-
5'
6'
8'
12'
15'#
15H
1'
4'
5'
8'
12'
12'
15T
3'
4'
81
12'
15' #1
154
15Q
2'
5'
6'
12'
154
1 6s
-
7'
-
12X12'
14X14'
20X20`
231023'
17SST
-
-
•0X18'
OX10'
16X15'
9X30'
1 SCSI
4.X22'
4X29'
4X39'
9X24'
755ST
4X12'
4X24'
41(27'
4X3 -'
040'
15EST
-
4X14'
4X16'
4X20'
5F
_
3„
4„
018"
1'
2>
3'
5H -B
5„
10„
8..
2, .
S( B
5"
10"
3'
1 `
SCST-13'
7"
14"
3'
S''
161F-SLA
_
-
8"
5''
1"
4"
6'
14'
16'#1
16H -SLA;
-
B.,
1,
7"
5'
10'
13'
10,
160 -SLA
6»
2'
51
3•
12'
18,#
164
22F -SS
-
-
-
8'
1"
4'
S.
17'
21„#
22H -SS,
-
4°
1'
3"
51
12'
'I8'
12'
22Q-SS
6,:
2'
6`
3>.
15'
20'#
22'#
PCS SCREEN CHARlr-
ALE; NT
PLASTIC VALVE BOX & COVER:
iy4 ABOVE FINISH GRADE v
STRUCTURE OR
ETCHED "'4C" (CARBON OR EQUAL)
�«� vn�" aR f>+"NyvC -� Fes' di
HARDSCAPING
AT GRADE IN LAWN AREAS
Ft �r .cc: FINISH GRADE
3 "'ABOVE GRADE FN SHRUB
6" MIN.,
AND GROUNDCOVER AREAS.
1
II�II!
16" MAX:
SCH 40 PVC
(�ARLE X 96° $TREE'
FINISH GRADE
-
— MARLEX Ja °' STREET ELL
NON- PRESSURE LATERAL LINE
TYPICAL
(2) PLACES
,. .. .,
ANTI-DRAIN
VALVE AS 13EUUIRED
NOTE:
t LOCATE HEAD 2" T66' FR6M WALKS, CURBS, HARDSCAPING;' MOWSTRIPS.
33 DRIP QUIC1
EDGES OF LAWN....
2 USETEFLON
COUPLING VALVE
3. INSTALL. HEADS WITH INTERNAL CHECK VALVEAND PRESSURE COMPENSATING
WITH PURPLE
4. HEAD CONNECTION AT BOTTOMINLET ONLY.
RUBBER CAP
STAINLESS STEEL
SCREW
CLAMP
CONNECTOR OR EQUAL FOR
MINIMUM
(3) PLACES
TIiONS.
314" WASHED
ENOUGH WIRE TO EXTEND WIRE
CRUSHED
AGGREGATE BASE 4
¢ gb
°
4 �`%
d
h gbdg d
A p
a k p.S
44p�p
dp bp;Ap, db' �
9
b'd4 3a4 �.d
Eg
�' aP
12" X 16" GREEN PLASTIC METER
3pl6pb bpn
SCH 417 BRASS NIPPLE
BOX, CARSON OP. EQUAL
XA
/w/
SCH 40 BRASS RIPPLE -
2'4" LONG
MULCH TO PAPER AWAY FROM HEAD
iy4 ABOVE FINISH GRADE v
MuLCrI
�«� vn�" aR f>+"NyvC -� Fes' di
"•��.6 Y":e
r -•'rs+ -{,. :. zs.- .�.+<+"� '�'_.
Ft �r .cc: FINISH GRADE
LI
I
II�II!
SCH 40 PVC
(�ARLE X 96° $TREE'
90 STREET ELL
LATERAL FITTING-
— MARLEX Ja °' STREET ELL
NON- PRESSURE LATERAL LINE
TYPICAL
(2) PLACES
,. .. .,
ANTI-DRAIN
VALVE AS 13EUUIRED
NOTE:
t LOCATE HEAD 2" T66' FR6M WALKS, CURBS, HARDSCAPING;' MOWSTRIPS.
AND
EDGES OF LAWN....
2 USETEFLON
TAPE ON ALL WI ETHREADS.
3. INSTALL. HEADS WITH INTERNAL CHECK VALVEAND PRESSURE COMPENSATING
FEATURE AS PER THE IRRIGATION PLAN.
4. HEAD CONNECTION AT BOTTOMINLET ONLY.
ALL. SITS,':
"SNAP -TITS" WATERPROOF
CONNECTOR OR EQUAL FOR
NOW FLOW SENSOR GONNEC_
TIiONS.
WIRE SERVICE LO'O'P (LOOP
ENOUGH WIRE TO EXTEND WIRE
BUNDLE B" ABOVE GRADE)
SPLICE BOX COVER WITH
LOCKING' TOP ETCHED "&B. "
3" IN PLANTED AREAS
L
12" X 16" GREEN PLASTIC METER
BOX, CARSON OP. EQUAL
RR
FITTIN
p
E
TIWANDA PAR
BY:
MLD
4'
PROJECT: :RANCHO ETI9 A.NDA PARK
BY:
ML
SOURCE OF INFORMATION: :CAR LOS
HIGH: 125
LOW: 113
TAiTI P R-ESSURE HIGH: 125
LOW: 113
2
TI ' N CARLOS
PH M E NUIM BER- (909) 987 -2591 EXT. 444
49
BOUNCE OF INFORMATION: CARLOS
VALVE 3T TI WGPM-. STATION: -9
�gg
I A COUNTY
4
'
P.S.I. LOSS:
SUPPLIED: U A MOM IJNT'
319
GPM'
8.39
987 -2591 EXT. 444
319
GPM '
11.40
P H NE'NUM ED: (999) 987 -2591 EXT. 444
49
GPM
.59
STATION: B-20
PM: 44
GPM
VALE STATION/ GPM: STATION: -210
P 45
49
GPI's
3.00
MAINLINE (CL. 315): 5 11 ' 120 L.F. @
P.S.I. LOSS:
ITEM:
.49
MAINLINE (CL. 315): 311 ' 454 L.F. @
P.aJ. LOSS:
4" @
319
GPM
8.39
W- ATER METER SIZE. 4 " @
319
GPM
8.30
4 "" @
319
GPM
11.99
BACKFLOW DEVICE: 4" @
319
GPM
11.90
11/2"
44
PIMA
.50:
FLOW ENSOR: 11/2"
4
Pl
.60
2 ""
44
GPM
.55
MAST ER VAbL�/E: "°
45
GPM
.79
2 3" @
44
GPM
3.99
GATE VALVE( S): 2 3" 0
45
GPM
3.00
"" 120 L.F. @
319
GPM
.49
MAINLINE (CL. 315).:.: 611 120 L.F. @
319
GPM
.49
3 " 1,000 L.F. @
44
PM
2.49
MAINLINE (CL. 315: 31" 412 L.F. @
46
GPM
1.19
ZE: 11/2" @
44
GPM
3.49
AUTOMATIC VALVE SIZE:
46
GPM '
3.50
11 14"'' 49 L.F. @
20
GPM !
1.09
LATERAL LIME SIZE: 3/4' " 2:6 L.F. C
8
GPM
1.34
11/3" 44 L.F. @
30
GPM
1.00
1'" 34 L.F. @
12
GPM '
1.14
21/2" 99 L. F. 0
44
GPI
1.29
11 /,4 " 40 L.F. 0
22
GPM
1.09
11/2 " 46 L.F. @
39
(FPM
1.04
I I E:
89.99
ft 38 L.F. @
45
PIMA'
.59
TOTAL:-
93.1
OF SUBTOTAL):
9.31
IRRIGATION HEAD PRESSURE:
35.09
iAIN (ELEV. .433)
11 S18
SYSTEM; LOSSES SUBTOTAL:
53.33
FITTING LOSSES (10% OF SUBTOTAL):
114.01
ELEVATION LOSSES/ GAINS (ELEV. .4.33)
5.79
/ BOOSTER PUMP:
148.03
[DUAL PRESSURE:
(+)33 ®99
TOTAL SYSTEM LOSSES:
81.53
AVAILABLE PRESSURE BOOSTER PUMP:
148.3'9
( -) DEFICIT OIL ( +) RESIDUA: L PRE UR
(+)66.47
z
f
SCALE,
P.T.S.
MILD
4'
I
LOW: 113
SOURCE OF INFORMATION: :CAR LOS
F-2
rP
2
PH M E NUIM BER- (909) 987 -2591 EXT. 444
49
VALVE 3T TI WGPM-. STATION: -9
�gg
ITEM:
4
'
P.S.I. LOSS:
"r
A
"V
t
4 t F
=G SCALE. NiT.8.
PROJECT: RANCHO ETIWAND.A' PARK
`:
MILD
STATIC PRESSURE HIGH- 1125
LOW: 113
SOURCE OF INFORMATION: :CAR LOS
SUPPLIER: CU CAMONGACOUNTY
PH M E NUIM BER- (909) 987 -2591 EXT. 444
VALVE 3T TI WGPM-. STATION: -9
PM: 49
ITEM:
P.S.I. LOSS:
WATER METER SIZE: 4 "
319
GPM'
8.39
BACKFLOW DEVICE: 4" C
319
GPM '
11.40
FLOW SENSOR: 11/2" @
49
GPM
.59
MASTER TER VA+L E: 2 " @
49
GPM
.8
ANTE VALVE(S): 3" @'
49
GPI's
3.00
MAINLINE (CL. 315): 5 11 ' 120 L.F. @
319
GPM '!
.49
MAINLINE (CL. 315): 311 ' 454 L.F. @
49
GPM
1.32
A U TOMATIC VALVE SIZE: " @
49
GPM !
2.98
LATERAL LINE SIZE: 31411 ' 9 L.F. 0
8
GPM'
1.03
lit 9 L.F. @'
12
GPM
.87
11 1411 ` 9 L.F. @
22
GPM
.55
11/2" 20 L.F. 0
30
GPM
.45
," 49 L.F. @
49
PM
®59
IRHI A6TION HEAD PRESSURE:
35.91
SYSTEM LOSSES SUBTOTAL:
55.73
FITTING LOSSES (1(% OF SUBTOTAL):
5.57
ELEVATION LOSSES/GAINS (ELE , .433)
8.39
TOTAL SYSTEM LOSSES:
80.68
AVAILABLE PRESSURE w/ BOOSTER PUMP:
148.00
( -) DEFICIT OR ( +) RESIDUAL PRESSURE:
( +)57.32
SCALE: N.T.S.
10 it 152 1 <V 17 V:.
1 51 /000
1 2 17-17 124: FV
,�-dd 161 0- 1 3 -, 2680\z� 1800
44 4 4
4 46 107 15 4
2392\� 2526:\� 2005 SZJ 3551\�V
b I
BOOSTER PULP NOTES
IRRIGATION' ElOOSTPA PUMP STATION
HYDROBO ST booster pump system, tactory prepiped
and prevrired, rnov¢�ted on a galvanized steel sidd base,
its control panely flanged t7r4t7ze tritest pump, three
phase motor TEFC,.interconneeting Piping and wiring, pressure
reducing valve, foil size bypass line, system , ate with
liquid filled gauges and galvanized steel enclosure mounted'
- on a concrete pad!
I E�Et�Jt3•
MMIN
ML
III
F
4
05
lr:,
E :.
.. . %' -. c ` "" .:':
,:., ,�. :, ".. .
�;.
,,- �mdlt�ri,. � S:.l',�`�s;
a';.
,,<$t'l1"11'iP:.- U���i'v{A
�.�5'4'0:`;iK; 9',�i r \-,S ,$ }B:� �~'
fiD
rs, ...mss..
_ _
®�
1 I
_
$. � Sld .•.Iiltr �f � � ,,�K,i „” "_
•a
-r.-.
LANDSCAPE AREAS ARE
ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER Is REQUIRED, PURSUANT
`
t III.
9. CLEAN' -UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
110. THE FOLLOWING SOIL AMENDMENTS SHALL BE FORBID PURPOSES ONLY. FINAL SOILAMENDMENT TYPES AND
GC-
, J
SOIL AMENDMENTS S" INTO THE OIL AT THE REQUIRED RATES PER 1,000 SID. FT.
4 C'Y. NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM'
n ..t ht,
T- T� T®7
_
LIMIT OF WORD
_
6 24
_
SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY''S APPROVAL PRIOR
—
�_ �o - - --
- -_°
1 1
.
1
s
NORCO, CA
--- _T_r_�
_____e__�_— - - -- __ —__ _ — - - - --
_
SYMBOL
_
CALL-OUT 30 IC- NAME C -OM ON -NAME SIZE- SPACING Q TI --TY
C0_MMENT,9 U.M_
TREES
.
O T -1 Gercis occidentalis Western Redbud' 24" BOX 20' 0. c. 12
------------ -- -------------------- _
® T -2' Koetreuter€a bipinnata Chinese Flame Tree Per Plan 25' o.c. 10
------- - - - - --
T -3 Minus eanariensis Canary Island Pine Per Plan 25' o.c: 32
Standard 8
Ea T -4 Pyrus c. 'Aristocrat' Aristocrat Pear 24" Box 25" o.e: 1
Standard' 3
T -5 Platanus racemosa California Sycamore 36" Box 35" o.c. 4
Multi -trunk
_9 T -B Pyrus calleryana'Aristocrat' Aristocrat Pgar 15 Gallon 25' o -c: 26
Standard
r
Standard
i
�. T- r ref li .
R Que eus ag o a Coast Live Oak 48" x 413 o.c. 3
Standard 3
T 9 Washngtonja flwf ra California Fan Palm 14 T F 16' o.c. 16
Skinned/Cleaned 4
T -10 Washin Ionia Robusta Mexican Fan Pain 16 BTF 1 B' o.c. 1
I
T -11 PI atanss acertolia Landes Plane Tree 1 5 gallon r 2 5 , 0 .r. 5
Standard 8
II T -1'2 Brach chiton " o ulneus Battle Tree 15 gallon 25' o:c. 0
y Pp 9
„
s
ge
', S -1 Abelta grandlfiora Glossy Abella 5 gallon 5' oz, 131�.
8-2 Creuillea nodllii Noelles 5 Grevillea 5 gallon 5` o:c. 1
0 S -3 Hernerocallis hybrids Gaylily 1 gallon 2' a.c. 466
red dwarf
vtergreen variety
— 8F4 Junl pe rus ch. Sea Green ea Green Jun _ p e r 5 gaf. l on r ! o . . l
9 S.5 Mo � ,:Pth Creek' N f� 1
y pare p u a C ee C 1 gallon 5 Q,cl= 4
SAS lVandllia d. o Pa ct a Compact Heavenly y Barnioo5 gallon 3 a.c: 41
S-7 Piurka g o aurieulata Ca Pl nb a c 5 gallon 1 0 o . . }
Q
� 8-8 Raphlalepis Bal(erfrta Indian Hawthorne 5 gallon 3 o.c. 523
0. S -S Rosmarinus o. 'Tuscan Blue' Upright R ode a � 5� � Il n 3 1 o . c 13
I
,
a S -10 Phorrniurn L'Jack Spratf` Flax Hybrid l 1 gallon 2' o.c. 0
GROUND COVERS
-
>:
_.
45% Rebel 2 Fascue Turf Hydreseed ` Install as per manufacturer's recommendations
45% Apache Fescue
fir` ,r�
� ■�
HYDRO SEED NOTE:
CONTRACTOR TO GUARANTEE 90% GERMINATION WITHIN Go
BAYS. ALL BARE SiPOTS'KIEL REQUIRE RE-HYDRO S,Ef DIN
�S CA: :`,
_
la
TS'i l
73 r72 !�
\ \° {per. pg
9 I REVISION
t-, A
LTE APPROVED '
OF C IA
CITY of RANCHO CUCAM0, N G A
NORTH EAST CORNER OF DAY CREEK ' BLVD. &
BANYAN STREET
PLANTING PLAN
APPROVED BY:
ATE , }
i T ENGINEER
E No. 24953
DESIGN RCHITE R N GROUP
ffWit��$
�f f fs J B LAf ,DSCARE ARCHITECTURE
SCALE -
SITE PLANNING
10621 CHURCH STREET, SUITE 106
SHEET
RANCH'O CUCAMONGA, CA 91730
JRB (909) 454 -2800 FAX: (909) 484 -2802
21 i7a,
DRgMNIG NO.
R � TE Ufa � FILE 'i l a — 534:
n r
ai
f��l►�j1
I
11
1437
Im
BANYAN' TIREET
PLANTING NOTES.-
1. CONTRACTOR SHALL NOTIFY THE CITY A
INSTALLATION PER PLANS AND SPECIFIC
RE- INSTALLING IRRIGATION EQUIPMENT,
CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATION!
REQUIREMENTS, STAKING AND BACKFILL'REQUIREMENTS.
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL L
ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRiF
DAMAGE OF SAID UNDERGROUND FACILITIES.
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUI
SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HA
HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, i
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY TH
INSTALLATION, FINAL LOCATION OF ALL PLANT MATERIAL SHALL
OF THE CITY PRIOR TO EXCAVATION.
AL PREPARATION,, PLANT PIT
IOUND UTILITIES, PIPES, STRUCT
ivlENT, AT NO COST TO THE CITY,
so
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND /OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION ANDfOR HIS SUB-
CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS
OTHERWISE APPROVED BY THE CITY.
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 'FINAL QUANTITIES FOR PLANT
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
8, WHENEVER SHRUB /GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC
LANDSCAPE AREAS ARE
ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER Is REQUIRED, PURSUANT
`
AND DETAILS HEREON.
9. CLEAN' -UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
110. THE FOLLOWING SOIL AMENDMENTS SHALL BE FORBID PURPOSES ONLY. FINAL SOILAMENDMENT TYPES AND
GC-
SOIL AMENDMENTS S" INTO THE OIL AT THE REQUIRED RATES PER 1,000 SID. FT.
4 C'Y. NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM'
T- T� T®7
GC-1
LIMIT OF WORD
_
6 24
SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY''S APPROVAL PRIOR
—
�_ �o - - --
- -_°
1 1
.
_ 1
NORCO, CA
--- _T_r_�
_____e__�_— - - -- __ —__ _ — - - - --
__ �— — L� T F _ _
SYMBOL
_
CALL-OUT 30 IC- NAME C -OM ON -NAME SIZE- SPACING Q TI --TY
C0_MMENT,9 U.M_
TREES
-
O T -1 Gercis occidentalis Western Redbud' 24" BOX 20' 0. c. 12
------------ -- -------------------- _
® T -2' Koetreuter€a bipinnata Chinese Flame Tree Per Plan 25' o.c. 10
------- - - - - --
T -3 Minus eanariensis Canary Island Pine Per Plan 25' o.c: 32
Standard 8
Ea T -4 Pyrus c. 'Aristocrat' Aristocrat Pear 24" Box 25" o.e: 1
Standard' 3
T -5 Platanus racemosa California Sycamore 36" Box 35" o.c. 4
Multi -trunk
_9 T -B Pyrus calleryana'Aristocrat' Aristocrat Pgar 15 Gallon 25' o -c: 26
Standard
T =7 Prunus blireana Purpte =leaf Plum 24" Box 213' o.c. 13
Standard
i
�. T- r ref li .
R Que eus ag o a Coast Live Oak 48" x 413 o.c. 3
Standard 3
T 9 Washngtonja flwf ra California Fan Palm 14 T F 16' o.c. 16
Skinned/Cleaned 4
T -10 Washin Ionia Robusta Mexican Fan Pain 16 BTF 1 B' o.c. 1
Skinned/Cleaned 4
T -11 PI atanss acertolia Landes Plane Tree 1 5 gallon r 2 5 , 0 .r. 5
BANYAN' TIREET
PLANTING NOTES.-
1. CONTRACTOR SHALL NOTIFY THE CITY A
INSTALLATION PER PLANS AND SPECIFIC
RE- INSTALLING IRRIGATION EQUIPMENT,
CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATION!
REQUIREMENTS, STAKING AND BACKFILL'REQUIREMENTS.
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL L
ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRiF
DAMAGE OF SAID UNDERGROUND FACILITIES.
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUI
SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HA
HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, i
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY TH
INSTALLATION, FINAL LOCATION OF ALL PLANT MATERIAL SHALL
OF THE CITY PRIOR TO EXCAVATION.
AL PREPARATION,, PLANT PIT
IOUND UTILITIES, PIPES, STRUCT
ivlENT, AT NO COST TO THE CITY,
so
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND /OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION ANDfOR HIS SUB-
CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS
OTHERWISE APPROVED BY THE CITY.
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 'FINAL QUANTITIES FOR PLANT
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
8, WHENEVER SHRUB /GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC
LANDSCAPE AREAS ARE
ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER Is REQUIRED, PURSUANT
TO CITY STANDARDS
AND DETAILS HEREON.
9. CLEAN' -UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
110. THE FOLLOWING SOIL AMENDMENTS SHALL BE FORBID PURPOSES ONLY. FINAL SOILAMENDMENT TYPES AND
QUANTITIES SHALL BE BASED OIL SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS ), ROTOTIL THE REQUIRED
SOIL AMENDMENTS S" INTO THE OIL AT THE REQUIRED RATES PER 1,000 SID. FT.
4 C'Y. NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM'
125 LBS GRO -POWER PLUS
11, LANDSCAPE AREAS SHALL RECEIVE 4 " GF WOOD CHIP MULCH UNDER ALL TREES'AND SHRUBS AND BLEND INTO
EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS
SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY''S APPROVAL PRIOR
TO PURCHASE AND PLACEMENT, SHREDDED MULCH IS AVAILABLE FROM:
EARTH WORKS
13510 CITRUS AVENUE.
NORCO, CA
(909) 538 -3321
PLANT LEGEND
SYMBOL
CALL-OUT 30 IC- NAME C -OM ON -NAME SIZE- SPACING Q TI --TY
C0_MMENT,9 U.M_
TREES
M
HKE
O T -1 Gercis occidentalis Western Redbud' 24" BOX 20' 0. c. 12
Mutti -trunk 3
® T -2' Koetreuter€a bipinnata Chinese Flame Tree Per Plan 25' o.c. 10
Standard 8
T -3 Minus eanariensis Canary Island Pine Per Plan 25' o.c: 32
Standard 8
Ea T -4 Pyrus c. 'Aristocrat' Aristocrat Pear 24" Box 25" o.e: 1
Standard' 3
T -5 Platanus racemosa California Sycamore 36" Box 35" o.c. 4
Multi -trunk
_9 T -B Pyrus calleryana'Aristocrat' Aristocrat Pgar 15 Gallon 25' o -c: 26
Standard
T =7 Prunus blireana Purpte =leaf Plum 24" Box 213' o.c. 13
Standard
i
�. T- r ref li .
R Que eus ag o a Coast Live Oak 48" x 413 o.c. 3
Standard 3
T 9 Washngtonja flwf ra California Fan Palm 14 T F 16' o.c. 16
Skinned/Cleaned 4
T -10 Washin Ionia Robusta Mexican Fan Pain 16 BTF 1 B' o.c. 1
Skinned/Cleaned 4
T -11 PI atanss acertolia Landes Plane Tree 1 5 gallon r 2 5 , 0 .r. 5
Standard 8
II T -1'2 Brach chiton " o ulneus Battle Tree 15 gallon 25' o:c. 0
y Pp 9
Standard' 5
SHRUBS
', S -1 Abelta grandlfiora Glossy Abella 5 gallon 5' oz, 131�.
8-2 Creuillea nodllii Noelles 5 Grevillea 5 gallon 5` o:c. 1
0 S -3 Hernerocallis hybrids Gaylily 1 gallon 2' a.c. 466
red dwarf
vtergreen variety
— 8F4 Junl pe rus ch. Sea Green ea Green Jun _ p e r 5 gaf. l on r ! o . . l
9 S.5 Mo � ,:Pth Creek' N f� 1
y pare p u a C ee C 1 gallon 5 Q,cl= 4
SAS lVandllia d. o Pa ct a Compact Heavenly y Barnioo5 gallon 3 a.c: 41
S-7 Piurka g o aurieulata Ca Pl nb a c 5 gallon 1 0 o . . }
Q
� 8-8 Raphlalepis Bal(erfrta Indian Hawthorne 5 gallon 3 o.c. 523
0. S -S Rosmarinus o. 'Tuscan Blue' Upright R ode a � 5� � Il n 3 1 o . c 13
I
a S -10 Phorrniurn L'Jack Spratf` Flax Hybrid l 1 gallon 2' o.c. 0
GROUND COVERS
CC:1 Festucaovina'glauca" Blue Fescue 1 gallon 1, 0.c. 679
\ GG -2 Trachelospermum jasminoides' Star Jasmine 1 gallon 2 o.c. 2965
45% Rebel 2 Fascue Turf Hydreseed ` Install as per manufacturer's recommendations
45% Apache Fescue
10% Bluegrass
HYDRO SEED NOTE:
CONTRACTOR TO GUARANTEE 90% GERMINATION WITHIN Go
BAYS. ALL BARE SiPOTS'KIEL REQUIRE RE-HYDRO S,Ef DIN
�S CA: :`,
_
la
TS'i l
73 r72 !�
\ \° {per. pg
9 I REVISION
t-, A
LTE APPROVED '
OF C IA
CITY of RANCHO CUCAM0, N G A
NORTH EAST CORNER OF DAY CREEK ' BLVD. &
BANYAN STREET
PLANTING PLAN
APPROVED BY:
ATE , }
i T ENGINEER
E No. 24953
DESIGN RCHITE R N GROUP
FEMMENDED
�f f fs J B LAf ,DSCARE ARCHITECTURE
SCALE -
SITE PLANNING
10621 CHURCH STREET, SUITE 106
SHEET
RANCH'O CUCAMONGA, CA 91730
JRB (909) 454 -2800 FAX: (909) 484 -2802
CHECKED RLANO.
DRgMNIG NO.
R � TE Ufa � FILE 'i l a — 534:
MEM&MM
mr-024
GC-2 12
34
) 134 3 6
ti
!20A
'T
U\M170F WORK
Sylu
3 MA =
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONS18LE FOR REMOVING AND
RE- INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING ,TEAS MICH ARE NOT INSTALLED PER PLAN AND
SPECIFICATIONS.
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR-SOIL PREPARATION, PLANT PIT
REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS.
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES,
ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPA[WREPLACEMENT, AT NO COST TO THE CITY, ANY
DAMAGE OF SAID UNDERGROUND FACILITIES.
1,0 13 0 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THEIRSTALLATION' OF THE
SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED THE PLANTING AREAS
HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE GITY,
U U
❑ 5, ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE
❑ OF THE CITY PRIOR TO EXCAVATION,
6, CONTRACTOR 18 RESPONSIBLE FOR ALL REPAIRS ANDIOR REPLACEMENT OFANY DAMAGED LANDSCAPE AREAS
❑ BEYOND THE LIMIT OF WORK THAT IS A DIRECT RESULT Or THE LANDSCAPE CONSTRU -
CTION AND/OR HIS SUB-
CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS
OTHERWISE APPROVED BY THE CITY.
7, QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
+ 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR-PUBLIC LANDSCAPE AREAS ARE
ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER 19 REQUIRED, PURSUANT TO CITY STANDARDS
Z AND DIET AILS HEREON.
❑ ❑ 9. CLEAN -UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
,13 0 ❑ 10. THE FOLLOVVfNG SOIL AMENDMENTS SHALL 13E FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND
QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SRECIFICATIONSp. ROTOTIL THE REQUIRED
SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,006 SQ, FT.
4 CY, NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM
125 LBS GRO-POWER PLUS
11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS AND BLEND INTO
S-2 EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS
SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR
TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM-
1 -2 EARTH WORKS
13510 CITRUS AVENUE.
1
795 NORCO, CA
(909) 538-3321
s-8. PLANT LEGEND
:54:) SYMBOL
C-ALLOUT B-0JAMIC—NAME DOMMON-NAM E WE 8P Mm W_ com-mENTm mmm, UK
'GC-2 TREES GROA
90 SPACE
0 T•1 Cercis occidentalis Western Redbud 24°' Box 20'o,c, 0 Standard 3
E3 T-2 Koelrueterla bipinnata Chinese Flame Tree Pei- Plan 35' o,c. 37 Standard 8
T-3 Pinus canadensis Canary Island Pine Per Plan 25'o.c. 62 Standard 8
ES T-4 Pyrus c. 'Aristocrat' Aristocrat Pear 15 gallon 25'o,r,. 11 Standard 3
T-5 Platanus racemosa California Sycamore 36" Box 35'o.c. 2 Multi-trunk 8
0 T-8 Pyrus calleryana'Afistocrat' Aristocrat Pear 15 gallon 25'o.c. 0 Standard 8
0 1 T-7 Prunus blireana Purple-leaf Plum Per Plan 20'o.c, 5 Standard 3
T-8 Quercus agrifolia Coast Live Oak 481' Box 40'o.c.. 1 Standard 8
0 T-9 Washngtonia filifera California Fan Palm 14 BTF 1,6' o.c. 0 Skinned/Cleaned 4
T-10 Washingtonia Robusta Mexican Fan Palm 16 BTF It Skinned/Cleaned 4
2 EO6 16"o.c.
T °11' Platanus acerfolla London Plane Tree 15 gallon 30'o> c. 11 Standard 8
T-12 Brachychiton populneus Bottle Tree 15 gallon 25'o,.-c. 6 Standard 5
SHRUBS
®
@ S-1 Abefia grandiffora Glossy Abelia 5 gallon 5'o.c. 411
8-2 Grevillea noellii Noelles!s Gravillea 5 gallon 5' o,c. 258
8-3 Hem, arocallis hybrids Day lily 1 gallon 2'o c. 4 reddNarfevepeenvalely
S-4 Juniperus ch. Sea Green Sea Green Juniper 5 gallon 5' o.c. 121
139 S-5 Myoporurn p. 'Putah Creek' NCN 1 gallon 81'0w, 217
S,1 Nandina d, 'Compacta I Compact Heavenly Bamboo5 gallon 3' 0. c, 33
,C_2 S-7 Plum6ago auriculata Cape Plumbago 5 gallon 10'o.c, 53.
244
@ 5-8 Raphiolepis'Ballerina' Indian Hawthorne 5 gallon T mb. 424
(D 8-9 Rosmarinus o. 'Tuscan Blue' Upright Rosemary 5 gallon 6' 0.,c. 119
Im S-1,0 Phormium I. 'Jack Spratt' Flax Hybrid 1 gallon, 2' ac. 144
GROUND COVERS
EMGC-1 Festuca ovinaglauca' Blue Fescue 1 gallon V 0.c. 151
GC-2 Trachelospermum jasminoides Star Jasmine 1 gallon Toc. 1�45
45% Rebel 2 Fescue Turf Hydro Seed Install as per manufacturer's
45% Apache Fescue
10% Bluegrass recommendations
HYDRO SEED NOTE:
CONTRACTOR TO GUARANTEE 90% GERMINATION WITHIN
DAYS, ALL BARE SPOTS WILL REQUIRE RE-HYDRO SEDDI
W
. ........
A
DESCRIPTICIN OF REVISION
T-1 1
71 19 6 15
PLAN(C,"."ROSS REFERENCS
SHRUBS r_
BANYAN STREET
SCALE: 1 "_30'-01'
4° OF CGMPACTED WOOD CHIP
MULCH.
HARDSCAPING (CONCRETE HEADER,
CURB & GUTTER, SIDEWALK, ETC.) FFINISH GRADE
2.
4,
SHOVEL OUT EDGE
OF THE MULCH, THE CONTRACTOR SHALL
TOR FOR APPROVAL.
3 AS DIRECTED ON THE PLANS AND BLEND
REAS.
FIDN TO ASSIST IN COMPACTION.
IIUS OF THE CROWN Or A WOODY PLANT
A01I "'1W
LEGEND:
TIE FRONDS TOGETHER ATTWO (2 ) PLACES
WITH JUTE TWINE TO STABIUM FRONDS
AND PROTECT HEART PRIOR TO
MOVEMENTIDELIVERY.
TRIM NO MORE THAN 113 OF PALM FRONDS.
(D CROWN - TRIM FOR UNIFORMITY ONLY.
4. PALM TRUNK SEE PLAN FOR
,SKINNEDAJNSKINNED TREATMENT.
4" BERM TO FORM DEPRESSED" WATERING
BASIN.
CONCRETE SAND BACKFILL {PER
SPECIFICATIONS).
ROOTBALL.
UNDISTURBED NATIVE $OIL,
NOTE:
CONTRACTOR TO WATER PALM IN WITH VITAMIN
B-1 PLANTTONIC TO HELP' REDUCE TRANSPLANT
SHOCK.
CONTRACTOR TO HAVE PALM TREES SKINNED'
AND CLEANED PRIOR TO DFLIVEnY TO JOB SITE
HOOT BALL
SO&E' N.T.S.
TO BE (2) TIMES THE
THE ROOT BALL.
'KFILL WITH NO
EATER THAN 3'
IED NATIVE $OIL.
TOP OF ROCTBA-U_ TO EXTEND 2'
ORIGINAL GRACE ABOVE FINISH GRADE
NATIVE BACKFILL WFFH NO ROCKS
GREATER THAN YMNMETER
7 BERMTIGHTLYOOMPACTED IN
PLACE 10 FORMWAi ERING BASIN
ROOT BALL
S UB PLANTING ON SLORE
HR
SCALE.
# 507
NOTE:
NOTES:
ALL SHRUBS AND GROUND COVERTO BE PLANTED AT EQUAL
SPACING TRIANGULAR) UNLESS OTHERWISE INDICATED ON
PLANS. SEE LEGEND FOR SPACING REQUIREMENTS.
I.
UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUiREMEN7S.
AT EDGE OF ROOT BALL WITH WATER FROM HOSE; DO
LEGEND ARE ESTIMTES ONLY.
NOTCRACK ROOT BALL.
S SHRUB SPACING
2.
DO NOTUSE ANY FERTILIZERS OR PLANT TABS IN THE
# 508
7c
s ALE:
PLANTING HOLE EXCEPTAS INDICATED IN THE PLANTING
UrDESCRIPT[ON COF REV IS ION
SPECS.
DATE APPROVED
CITY of rl tO C" U C A
IM"I N G A
Q2
LEGEND'.
PLANTING DETAILS
PRO ED BY:
3
TOP OF STAKES.
ENGINEER-
F
A.&�)ipil
GE I. 24953,
MAIN TRUNK
FECIDMM EN DE Y_
MAX!
c _
4
CINCHTIE4 PER TREE.
J19 B
]EEC
DRAWING NO.
APPROVED TREE STAKES (2) PER
0&
SPECIFICATIONS.
6"DIA. PVC PERFORATED PIPE- FILL WITH
G
10 WASHED CRUSHED AGGREGATE - -E
BASE FULL
LENGTH OF PIPE ILOCATE I W'FROM TRUNK).
3" BERM TIGHTLY COMPACTED IN PLACE TO
FORM WATERING BASIN.
'GROW-POWERPLANT TABS PER
SPECIFICATIONS,
7 (D PLANT PIT TO BE (2) TIMES THE WIDTH OF THE
Z,
ROOT BALL & 2SHALLOWER THAN THE ROOT
BALL -PREPARE SOIL FOR 'BACKFILL AS PER
X. x,
SPECIFICATIONS.
NATIVE SOIL
(DO, TREE
ROOT BALL - SET 2° ABOVE FINISH GRADE
IN PLANTING
PIT.
10 9
10, ORIGINAL GRADE.
TREE ON SLOPE
SCALE: N.T.S.
TOP OF ROCTBA-U_ TO EXTEND 2'
ORIGINAL GRACE ABOVE FINISH GRADE
NATIVE BACKFILL WFFH NO ROCKS
GREATER THAN YMNMETER
7 BERMTIGHTLYOOMPACTED IN
PLACE 10 FORMWAi ERING BASIN
ROOT BALL
S UB PLANTING ON SLORE
HR
SCALE.
# 507
NOTE:
ALL SHRUBS AND GROUND COVERTO BE PLANTED AT EQUAL
SPACING TRIANGULAR) UNLESS OTHERWISE INDICATED ON
PLANS. SEE LEGEND FOR SPACING REQUIREMENTS.
2, WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR
SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUiREMEN7S.
3. SPACING REQUIREMENTS SHAD. GOVERN THE FINAL QUANTITIES
OF PLANT MATERIALS. PLANT QUANTffIES INDICATED ON THE
LEGEND ARE ESTIMTES ONLY.
S SHRUB SPACING
S—C N.T.S.
# 508
7c
s ALE:
UrDESCRIPT[ON COF REV IS ION
DATE APPROVED
CITY of rl tO C" U C A
IM"I N G A
RANGH'Q E'TWANDA PARK
NORTH EAST CORNER 0F DAY CREEK BLVD. & BANYAN STREET
PLANTING DETAILS
PRO ED BY:
DATE
CITY
ENGINEER-
F
A.&�)ipil
GE I. 24953,
DESIGN ARCHITER N GROUP
FECIDMM EN DE Y_
JPB LANDSCAPE ARCHITECTURE
SITE:PLANNING
c _
10621, CHURCH STREET SUITE 106
DFIAWN RANCHO CUCAMONGA, CA 91730 '
(0)W4-2800 FAX: (909)484-2802
r
HEET
L�21
J19 B
]EEC
DRAWING NO.
RWK DATE , 21/01 2834
ILL No.
0&
ARCHITERRA JOB, No. 0104-4 PROJECTSHEET OF
RAR1_L=_GEhffiRAL
1.01 DESCRIPTION
A. Scove of Work:
B. Standards: Allm
orders, standard
the Standard'Sp
edition.
1.02 QILA,1-1'[T ASSURANCE
�
A. Permits and Fee!
permits and all (
& Manufacturer's I
M
D.
1.
21
�
3.
i.o-3 SUB,MIT'FALS
A. Material list.-
M
M
1
2
1
.11
4
3. Equipment or m �
,
of the City of Rai
may be required,
expense--
4. Approval, of any:
,
product or pradt,
Drawings -and Spi
samples submitte
5. Nfanufacturer's,kN
I
liability, under t1
supplement the �
B. RECORD DRAWINGS:
C.
I., The Con tractor s�
set of blueline oz
even, change fro
exact installed lo
purpose may be (
,
This set of draNvi
2. The CohtTaCtor S
time,
3. Before d
I all in-f6r.
4.
5. On or befo
1. As-builts dr.
Cucam onga
.
I 11
,
'IFICATIONS
I �
. __ - -
2. Provide one controller chart for each contrDlIer sequence. �
2. Generally, piping under existing walks is done by jacking, boring, or
__ -
d. Pressure rating in P.S.I.
1. .
-
�
_
4_ Use 9-1/2 " x 1. 6" x I 1, " rect m-gular box for all electi ic control valves
and/or concrete. is necessary, it shall be done and replaced by the
e. NSF (National Sanitation Foundation) approval
installed within on-grade landscaped areas. Carson Industries k,
,
sldev,,Wks and/or concrete shalt be obtained. from the Ci Ly of Rancho
3. The chart shall show the area controlled by the automatic controller
Cucamonga. No hydraulic driving will be permitted under concrete
1
f. Date of extrusion 7
1419-12B with green bolt-do�xn cover or approved equal.
3.0
and shall be the maximum. size which the controller door will allow.
susceptible to traffic loads.
I I
1
8.
All fittings shall bear the manufacturer's name or trademark, material
�
-
-,. Use 10" x 1.0-1/4" round box for all quick coupling valves installed
-1.0
4. The chart is to be a reduced drawing of the actual installed system.
designation, size, -applicable I.P.S. schedule and NST seal of approval.
within on-structure landscaped areas. Carson Industries No. 910-12B
e all labor, materials, transportation, and services
However, in the event the, controller sequence is not legible when the
3. Install a-It assemblies st_,iecified herein in accordance with respective
with green bolt-down cover or approved equal.
rid install the Irrigation Slystern as shown on the
drawing is reduced, it shall be enlarged to a size that will be readable
C. PVC Non-Pressurel-ateral Line Piping-
�
,d herein.
, when reduced.
1
4. 111VC pipe and fittings shall be thoroughly cleaned of dirt, dust, and
N. Sprinkler Heads:
moisture before installation. Installation arid solvent welding
�
1.
Non-pressure buried lateral line piping shall he PVC Schedule 40
manufacturer.
id materials shall comply with governing codes, safety
5. The chart shall he a black line or blueline ozalid print and a different
with sol-vent-weld joints when installed in planting areas. I
1. All sprinkler heads,shall be of the same size. tvve, and deliver the
I regulations, and meet the minimum requirements of
color shal I be used to indicate the area of coverage for each. station.
wrench pressure is all that is required. Where threaded PVC
same rate of precipitation with the diameter (or radius) of throw,
dons For Public Works Construction (G, reen Book) latest
. �
1 2.
Non-pressure lateral line piping insualled under paved areas shall,be
�
pressure, and discharge as shown on the Drawings and/or specified
1. All lines shall have a minimum clearance of six(()) inches from each
ci. When completed and approved, the chart shall be hermetically
Gther and twelve (I 2) inches from lines of other trades, with the
PVC Schedule 40 with solvent welded joints.
in these special pro-visions.
sealed between two pieces of plastic, each piece being a minimum 20
directly over one another. I
-
JUIREMENT-IS
mits.
3.
Pipe shall tie made from NSF approved, Type 1. Grade 11 PVC
I
- 2. Spray heads shall have a screw adjustment,
Drawings. I I
compound conforming to ASTM resin specification D1784. All pipe
-
Contractor shall obtain and pay for any and all
7. These charts shall be completed and approved prior to the final field
provided by the Contractor.
must meet requirements set forth in Federal Specification PS-22-70
3. Riser units shall be fabricated in accordan. ce with the details shown
ations as required.
observation of the irrigation system.
I
with an appropriate standard dimension ratio.
on the drawings.
ons: Manufacturer's directions and detailed drawings
D. Operation and MaJarteriance Manuals:
4�
Except as noted in paragraphs 1, 2, and 3 of this section (2.01R), all
'
. I
4. Riser nipples for all sprinkler heads shall be the same size as the
[ cases where the manufacturers of articles used in this
requirements for non-pressure lateral line pipe and fittings shall be
I riser opening in the sprinkler body,
tions covering points not show-n in the Drawings and
1. Prepare and deliver to the City of Rancho Cucamonga within. ten
t. After all new sprinkler pipe lines and risers are in place and
the same as for -olvent-weld pressure main line pipe and fittings as
J
connected, .-At necessary diversion -work has been completed,,. and
calendar clays prior to completion of construction, two hard-cover,
set forth in section 2.0113 of the Specifications.
�
.
- 7pe shall be the same man. ufacturer,
�� All sprinkler heads of the same L3
2, Sprinkler heads shall be installed orily after flushing of the system
three ring binders containing the following information:
has been accomplished to the completesatisfaction of the city of
.
,inions: All local, municipal and state laws, and rules
I
D. Brass Pipe and Fittings:
0� Sleeving,
iing or relating to any portion of this work are hereby
;1. Index sheet which states Contractor's name, address, and
I. 0
to those itemized. 1
I
I
made a part of these Specifications, and their
I telephone number, and which. lists each installed equipment
i�
Where indicated on the Drawings, use red brass screwed pipe
-1. Slee,,ing under hardscape or paved areas for mainline, lateral lines
ried out by the Contractor. Anything contained in
and material. item including names and addresses of
conforming to Federal Specification #tNW-P-351.
or control wiring shall be Schedule 40 P.V.(,. or approved equal.
all not be construed to conflict with any of the above
manufactures local representatives.
Citv shall. not relieve the Contrac mr of his responsibilities under the terms of the
.
.
-equirenients of the same. However, when these
b- Catalog and parts sheets on even, material and equipment
2.
i
Fittings shall be red brass conforming to Federal Specification #WW -
P� Vandal Resistant Controller Enclosure:
wings call for or describe materials, worl<manship, fir
. item installed under this Contram
I
P-460. �
(2) inch and larger roots occur shall be done by hand. All roots two (2) itiches and
E�r quality, higher standard, or larger size than is
c_ Guarantee statement.
under arid. shall be heavily wrapped with burlap to pre-vent scarring or excessive
i. Controller enclosure shall be of size and type shown on the Irrigation
rules and, regulations, the provisions of these
cl. Complete operating and maintenance instructions on all
E. Copper Pipe and Fittings:
I Drawings and Irrigation Detail sheet.
wings shalt take precedence..
major equipment.
be painted with two coats of Tree Seal, or equal, Trenches adjacent totree should- be
�
�
trench adjacent to the tree shall be kept shaded with burl ap or canvas.
,
i.
Pipe: Type K, hard tempered.
- '2 � A backboard shall Lye secured to the controller enclosure housing to
lwings�
2� In addition to the -above mentioned maintenance manuals, provide
.i� The Contractor shall. flush and adjust all sprinkler heads for
provide a base for mounting the automatic sprinld er controller and
the City's -maintenance personnel with instructions for major
I
Fittings: wrought copper, solder joint tv e.
p
'p,
terminal stn
I the Drawings, it is not possible to indicate all
equipment and show evidence in writing to the City of Rancho .
make such. adjustments prior to planting. Adjustments may also
include changes in. nozzle size�; and degrees of arc as required.
,ves, etc,, which may be required. The Contractor
Cucamonga at the conclusion of the project that this service has been
I
Joints shall be soldered with silver solder, 45 % silver, 1. 5% copper, 1
3. A 117 vok duplex box shall be provided with ati On/Off switcli,and a
estigate the structural and finished conditions
rendered.
unless otherwise designated on the Drawings. 11
16% zinc, 24% cadmium, solidus at 1125' F. and liquidus at 1145'F.
117volt receptacle. Metal conduit shall run from the 117 volt supply
work and plan his workaccordingly, furnished I
specification so that each lateral. operates at design pressure.
B. Testing of Irrigation System:
I to the controller housing. All power within the housing shall be
is may be required to meet such conditions.
E. Equipment to be Furnished: I
F. GateValves:
properly phased.
rally diagrammatic and indicative of the work- to be
,
square inch and prove watertight.
I
,
Note- Testina of pressure mainlines shall occur prior to
�
-k s�all be installed in such a manner as to avoid
i. Supply as a paxt of this contract the following tools:
i,
Ball Valves (I 1/2 " amd smaller)
4. A terminal strip shall be provided, clearly indicating the proper
-1
I itectur
.he irrigation system. planting and archi , -at
. a. Two (2) sets of special tools required for removing,
to Paying. I
1
a. Ball valves shall be a 125 lb SWP bronze valve with threaded
points of connection of all appropriate Wiring (station va] ves, master -
valve, common, central con trot).
-
disassembling and adjusting each ty-pe of sprinkler and valve
A I
i_%
ends and shall be equipped N,�,ith a. stainless steel handle.
. on the Drawings by notes or details such be
supplied on this project.
'Two
5. All hydrostatic tests shall be made only in the presence of the
b. Ball valves shall be Nibco T- 585-70-66 or approved equal. .
0, Miscellaneous Irrigation Equipment:
,alled whether or not specifically mentioned in the
,
b . (2) four-fboL valve keys for operation of gate valves.
-
C. All Ball valves shall be installed per detail.
-
0� Furnish necessary force pump and all other test equipment.
C. . Two ( 2) keys for each automatic controller.
-
I
1, Refer to the It rigation. Plans for sizes and types of miscel lanec)us
-
d. One (I) quick coupler key and matching hoseswivel. for
-2.
Resilient Wedge Gate Valve (2" and larger)
irrigation equipment.
all not willfully install the irrigation system as
every five (5) or fraction thereof of each tvpe of cluick
.
vings when It is obvious in theflield that
coupling valve installed,
a. Resilient Wedge, Gate valves sh all be epox-y. coated and
�
� 2. All miscellaneous irrigation equipment shall be. as specified or
-
e differences, or discrepancies in area dimensions
)t have been considered in engineering. Such
2. The above mentioned equipm. ent shall be turned over to the City at
equipped with a 2" operating nut.
b, Resilient Wedge Gate valves shall be No. 403 RT-RW as
approved equal.
�ferences should be brought to the attention of the
the conclusion of the project, Before -final observation can occur,
supplied by Watts or approved equal.
�
EART-1.7-EXECUTBON
--amonga- In the event this notification is not
evidence th�at the City has received material must be shown to the .
C. All Resilient Wedge Gate valves shall be installed per detail.
I
ntractor shall assume full responsibility for any
City of Rancho Cucamonga.
r
3.01 08SERVA-HON OF SITE CONTDITJONS
.
G. Ouick
Coupling Valves:
�
1
1.04 PRODUCT DEUVERY, STORAGE AND HANDLING
' A� At I scaled. dimensions are approximate. The Contractor shall check and verify
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exe rcise
i.
Quickcouplingvalves shalt have a brass, two-piece body designed for
working pressure of 150 P�S.I.
all size dimensions and receive, approval from the City of Rancho Cucamonga
I I �
care in handling, loading, unloacting, and storing PVC pipe and fittings. All
I
prior to proceeding with work under this Section,
�dlfum.ish the articles, equipment, materials. or
PVC pipe shall be transported in a vehicle which allows the length of pipe to
I tie flat so as not to subject it to under bending or a concentrated external load
2.
Quick coupling valve shatt be operable with a quict-, coupler key. Key
e s shown on the Drawings.
B. Exercise extreme care in excavatingand working near existing utilities. The
� .
I by name in the Drawings and Specifications. No
at any point. Any section of pipe that has been. dented or damaged will be
�
- whicti are caused ky
Contra, ctor shall be responsible for damages to utilities
his operations or neglect. Check existing utilities drawings for existing utility
-
e W ]owed without prior written approval by the
discarded, and if installed,, shall be replaced with new pipin& -
I
ff. Back,flow Prevention Units;
locations. .
�amonga_
list shall be submitted prior to performing any
1.05 SUBSTITUTIONS .
I
I 1�
Backfflow prevention unit shall be of size and type indicated on the
irrigation drawings. Install backflow units in accordance
C. 0-,)ordinate installation of sprinkler materials including pipe, so there shall be
-. shall include the manufacturer, model number,
A. lf- the Contractor wishes to substitute any equipment: or materials for the
prevention
with the Drawings,
no interference with utilities or other construction or difficulty in planting
� I tree n rs.
� all materials arid equipment to be used. Although
equipm ent or materials listed on the Drawings -and Specifications, lie may do
I 11
other information may be different, the following
so by providing the following information to the City of Rancho Cucamonga
?.
Wye strainers, at backflow, prevention units shallhave a bronzed.
-
D, The Contractor shal I carefully check all grades to satisfy himself that he may
,r subm ittal format:
for approval: �
screwed boy with 60m..esh monel screen and shall be similar to Bailey
safelv-, proceed before startincr work, on the irrigation system.
�
'-'I 0013 or approved equal.
escription Manufacturer Model No.
i. Provide a statement indicating the reason for making the substitution. �
Use a separate sheet of paper for each item to be submitted.
-3.
All pressure main line piping between the point of connection and .
-1.02 PREPARATION
ackfiow Preventer Febc-o 825-Y-BV
the backflow preventer shall he i nstalled as required by local code.
I
I
2. Provide descri ive catalog literature, performance charts mid flow,
Pt
The Contractor shall verify with the local governing body as to
� ,�. Ph ysical layout:
atomatic Controller Calsense ETI - 2 4 -DR
charts for each item to be substituted.
material type and. installation procedures prior to start of
construction. Submit shop drawing for approval.
i_ Prior to installation, the Contractor shall size stake out all pressure
.aster Valve Superior 3100 RCV
,;. Provide the amount of cost savings if the substituted item is
,
supply lines, routing and location of sprinkler heads.
approved.
f. Check Valves�
-
�C. Etc. Etc.
I
-_z. All layout shall beapproved by the City of Rancho Cucamonga prior
,
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting
1.
Swing check valves 2" and smaller shall be 200 pound W-O.G. bronze
to installation.
it must be specific and complete. All items must by
or re�tecting any submittal i Lem ais an approved equal to the equipment and
construction with replaceable composition, neoprene, or rubber disc '
�
nclude solvent, primer, wire, connectors, valve,
materials listed on the Drawings arid Specifications,
and shall meet or exceed Federal Specification VVW-V--5'1-D, Class A,
B. Water Supply:
les of manufacturer's literature (caraloa cuts) are
�
. I
I
I I
Type IV.
,
.tal information.
1.06 GUARANTEE, I
i� The irrigation system shall be connected to water supply point(s) of
2.
Anti-drain valves shall be of beavy duty virgin PVC construction with
I � connection as indicated on the Drawings.
I
erials installed or furnished without prior approval
A. The guarantee for the irrigation system shall be made in accordance with the
_
F.I.P. thread inlet -and outlet. Internal parts shall be stainless steel
. I
-
Ito Cucamonga may be rejected and the Contractor
attached form, The General Conditions and Supplementary Conditions of
and neoprene. Anti-drain valve shall be -field adjustable against
2. Connections shall be made at the approximate location(s) show'a on
:) removesuch. materials from the site at his own
theseSpecifications shall be filed with the City prior to acceptance of the
drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to
the Drawings. The Contractor is responsible for minor changes
irrigation system.
�
the Valcon "ADW or approved equal.
caused by actual site conditions.
- .
.m, alternative or substitute indicates only that the
B. A copy of the Guarantee for in shall be included in the operati ons and
J. Control lViring: r
C. Electrical Supply:
is a parently meet the requirements of the
PI -
maintenance manual.
�
ifications on the basis of the information or I
i-
Except as noted otherwise, connections between the automatic
I i. Electrical connections far any and all automatic controllers shall be
.
C. The guarantee form shall he re-typed onto the Con, tractor's letterhead and.
controllers and the electric control valves shall be made with direct
made to electrical. point(s) of connection as indicated on the
shall contain the following information-.
burial copper wire AWG-U.F. 600 volt. Control wiring installed in
Drawings.
rranties shall not relieve the Contractor of his
control wire conduit within structure shall be made with AW&TIN
a guarantee. Such warranties shall only
GUARANTEE FOR IRRIGATION SYSTEM
solid copper wire. Pilot wires shall be a different color wirefor each
2. Connections shall be made at the approximate location(s) shown on -
11trantee.
.
automatic controller. Common wires shall be white with a different
the Drawings. The Contractor is responsible for minor changes cause
We hereby guarantee that the irrigation system we have furnished and installed is
color,stripe for each automatic controller. Install in accordan ce with
by actual site conditions.
free from, defects in materials -arid workmanship, and the work has been completed in
valve manufacturer's specifications and wire chart. In no case shall '
.
accordance with the Drawings and Specifications, ordinary wear and tear, unusual
wire size be less than, #1 4. 1
3.013 INSTALLATION
Al provide and keep up-to-date a complete record
abuse, or neglect excepted. We agree to -rep -air or replace any defects in material or
I
I
lid pi ints which shall be corrected dally, showing
workmanship which�may develop during the period of one year from date of
.
2,
Wiring shall occupy the same trench and sball be installed along the
I
A� TrenchinW.
[ the original Dram-rings and Specifications and the
acceptance and also to repair or replace any damage resulting from the repairing or
same route as pressure supply or lateral lines wherever possible.
- � I
itions, sizes, and kinds of equipment. Prints for this
replacing of such defects at no additional costs to the City. We shall make such
,_ i. Dig trenches strai ght and support pipe continuously on bottom of
�tained from the City of Rancho Cucamonga at cost.
repairs or replacements within a reasonable time, as determined by the City, after
3.
Where more than one (I 1) wire is placed in a trench, the wiring shall
trench. Lay pipe to an even grade. Trenching excavation shall fcillow
.gs shall be kept on the site and shall be used only
receipt of written notice, In the event of our failure to makesuch repairs or
be taped together at intervals of fifteen (1 5) feet
lwvout indicated on the Drawings and as noted.
.
replacements within a reasonable time after receipt of writteri notice from. the City, we
authorize the City to proceed -to have said repairs or replacentents made at our 7
4.
An expansion curl shall be provided within three (3) feet of each
2. Provide for a minimum of twenty�four (24) inches cover for all
3-11 make neat and legible notations on the record
expense and we will pay the costs and charges therefore upon clei and.
wire connection. Expansion curl. shall be of sufficient length at each �
irrigation lines installed under paving or hardscaping.
;heets daily as the work proceeds, showing the
splice connection at each electric control valve, so that in case of
I
�stalted. For example, should a piece of equipment ,
PROJECT.
repair, the valve bonnet may be brought to the surface without
1 -3. Provide for aminimurn of twenty-four (24) inches cover for all
cation that does not match the plan, the Contractor
disconnecting the control wires. Control wires shall be laid loosely
pressure supply lines of three (3) inches or larger in diameter,
equipment has been relocated in a graphic
LOCATION:
in trench without stress or stretching wire conductors.
atch, the original symbols as indicated in the
4. Provide for a minimum of eighteen (I 8) inches cover for al�l pressure
The relocated equipment and dimensions wilt
SIGNTED:
5.
All splices shall be made with Scotch-Lok ��3576 Connector Seating
supply tines of two mid one half (2 1/2") inches or smaller .
d to the original record drawing plan atthe proper
I
Packs, Rainbird Snap-Tite wire connectors., or -approved equal. Make
ADDRESSED: I
only one splice with each connector scaling pack. 1
5, Provide for -a minimum (if twelve (I 2) inches for all non-pressure
lines. .
the final observation, the Contractor shall transfer
PHONE- DATE OF ACCEPTAINCD
(,.
Field. splices between the automatic controller and electric control
�
I
)m the "record drawing" prin ts to a sepia mylar or
. .
I
valveswill not be allowed without prior approval Of the City of 1
6. Provide for a minimum cover of eighteen (I 8) inches for all control
wial- Arrangements shall be made through the city
PART_2_-_MQD_U_M_ �
Rancho Cucamonga,
wiring.
sepia mylar or similar mylar material. All wor. k
I � I
- by a
oof India ink and applied to the mylar'
2.01 MATERIALS
K. Automatic Controllen
11 7
- . . Refer to City Standard 120 "Trench Repair" when within City streets
e expressly for use on mylar material. Such pen ,
susceptible to traffic loads.
those manufactured by R,apidograph, Kueffel &
A. General: Use Only new materials of brands and types noted on drawings,
j_
Automatic controller(s) shall be of size and type shown on the
xell. The dimensions shall be made as to be easily
specified herein, or approved equals. I
Drawings.
B. Backfilling:
:he final controller chart (sec-Section C). Tbe
�
I
- ord drawing" plan shall be submitted to the City of
B. PVC Pressure Main Line Plpe and Fittings:
2.
Final location of automatic controller(s.) shalt be approved by the City �
, . The trenches shall not be backfilled until all. required tests are
i
a for approval prior to the completion of the
of Rancho Cucamonga.
. performed. Trenches shall be carefully backfilled with the excavated
I
1. Pressure main line piping -for sizes T' and larger shall be'PVC Class
I I materials approved for backfilling. consisting Of earth, loam, sandy,
315.
3.
Unless otherwise noted on the Drawings, the 120 volt electrical power
clay, sand., or other approved materials, free from large clods of earth
�al dimension from two (2) permanent points of
to each automatic controller location is to be -furnished by others. The
or stones, Backfill shall be mechanically compacted in landscaped
building corners, sidew W-kedges, road
2. Class 3 1 5 pipe shall be made from an K' SF approved Type 1, Garde!.
final electrical hook-up shall be the responsibility of the Contractor,
-areas to a dry density equal. to adjacent undisturbed soil in planting
the location of the following items:
PVC compound conforming to ASTNT resin specification D1784. All
areas. Backfill will conform to adjacent gradeswithout dips, sunken '
I
pope must meet requirements as set forth in Federal Specification PS -
L. Electric Control Valves:
areas, humps or other surface irregularities.
tion to emsting water lines.
22-70, with an appropriate standard dimension, (S.D.R,) (Solvent-weld
.
'
tion to existing electrical power.
Vi pe) - I
i ,
All electric control valves shal I be the same size arid type shown on
2. A fine granular material backfill will be initially placed on all lines.
[ves.
�
the Drawings. I
No foreign matter larger than one-half (I/ 2) ,inch in size will be
of sprinkler pressure lines (dimension max. I 00'
3. Pressure main line piping for sizes I- 1/2 " and smaller shall be PVC
.
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permitted in the initial backfill.
Duting).
Schedule 40 with solvent welded join ts.
2.
All electric control. valves shall have a manual flow adjustment,
ar control valves.
� � 3. Flooding of trenches will. be permitted only with approval of the City
of control wiring and locations of all, splice boxes.
4, Schedule 40 pipe shall be made from NSF approved Ty e 1, Gracte I
31?
i.
Provide and install one control valve box for each electric control
1�
- of Rancho Cucamonga-
cmpt I ing valves.
PVC compound conforming to ASTNI resin specification D1785. All
valve.
its for future connections.
pipe must meet requirements Lis set forth in, Federal, Specification PS -
4, ff -settlement occurs and subsequent adjustments in pipe, valves,
.
�lated equipment as directed by the City of Rancho
21-70.
n Control Valve Boxes:
sprinkler heads, lavcn, planting , or other construction are necessary,
n ga.
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:the Contractor shall make all required adjustments without cost to the
5. PVC solvent-weld fitting,,; shall be Schedule 40, 1 1 -1 NSF approved
i.
Use I 0" x 10-3/4" round boxfor a] I gate valves. Carson Industries �
city�
ite off the final field obset,,�ation, the Contractor
conforming to ASTM test procedure D2466.
�-'910-12B%,ithqree.nbolt-dol,,,,nc.o-,7ei-orappro-,7edequ:�(l. ExtensiDn
.
wrected and. completed sepias to the City of I
sleeve shall be PVC with minimum size of six (6) inches.
- c. Tr enching and�. Ba ckfill Under Paying:
�
a. Delivery of the sepias will not relieve the
6. Solvent cement and prim-er for PVC solVibrit-w-eld pipe abd fittings
11"
11-
esponsibility of furnishing required information
shall be of type and installation methods prescribed by the
2.
LT e 9-1/2" x 16" x 11 " rectangular box for all electric control valves.
is
i. Trenches located under areas where paving, aspli altic concrete, or
d from the prints.
Manufacturer. I
Carson Industries #' 1419-1213 with green bolt-down cover or approved
concrete will be installed, shall be backfilled with sand (a layer four
equal.
(4:) inches below the pipe and six (6) inches above the pipe) and -
I
7. All PVC pipe must bear the following markings:
compacted in layers to 95% compaction., using manual or mechanical
1
3-
Use 6" diameter x 8-3/4" deep round plastic valve box for all quick ,
tamping devices. Trenches for piping shall be compacted to equal
shall be approved by the City of Rancho
a. Nlanufacturer's name
couplinavalves. Carson Industries ��'608-12 with green flex-lock
�
the compao�tion of the existing adjacent undisturbed soil and shall be
controller charts are prepared.
b. Nominal pipe size
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cover or approved equal.
'left in a firm un-vielding, condition. All trenches shall be left flush
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.
C. Schedule or class I
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with the a-djoininggrade. The Contractor shall set in place, cap and
pressure test all piping under paving prior to the paving work.
2. Generally, piping under existing walks is done by jacking, boring, or
hydraulic driving, but where any cutting or breaking of sidewalks
I
and/or concrete. is necessary, it shall be done and replaced by the
Contractor as a part of the Contract cost. Permission to cut or break-
,
sldev,,Wks and/or concrete shalt be obtained. from the Ci Ly of Rancho
Cucamonga. No hydraulic driving will be permitted under concrete
1
paving.
3.0
.i. Refer to Cit,y Standard 120 "Trench Repair" when within. City streets
susceptible to traffic loads.
D. Assemblies:
I
i. Routing of sprinkler irrigation lines as indicated on the Drawings is
diagrammatic. Install lines (and various Assemblies) in such a
-1.0
manner as to conform with the details in the Drawings.
2� Install NO multiple -assemblies in plastic lines. Provide each assembly
with its own outlet.
3. Install a-It assemblies st_,iecified herein in accordance with respective
detail. In absence of detail drawings or Specifications pertaining to
3.0
specific items required to complete worl,, perform such worl�- in
accordance with best standard practice with prior approval of City of
Rancho Cucamonga.
�
1
4. 111VC pipe and fittings shall be thoroughly cleaned of dirt, dust, and
moisture before installation. Installation arid solvent welding
�
methods shall be as recommended by the pipe and fitting
manufacturer.
-s. -tions, the Contractor shall work the metal
On PVC to metal conneL
connections first. Teflon tape or approved equal, shall be used on all
3.1
threaded PVC to PVC, and on, at I threaded PVC to metal joints. Light
wrench pressure is all that is required. Where threaded PVC
connections are required, use threaded PVC adapters into which the
pipe may be solvent welded.
E. Line Clearance:
1. All lines shall have a minimum clearance of six(()) inches from each
Gther and twelve (I 2) inches from lines of other trades, with the
exception of the control wire sleeve(s),ivbjch shall be installed
adjacent to pressure supply line. Parallel lines shall not be installed
directly over one another. I
F. Automatic Controller Assembly:
1.. Install as per manufacturer's instructions. Remote control valves shall
be connected to controller in numerical sequence as shown on the
Drawings. I I
G. High Voltage Wiring for Automatic Controller.'
i. 120 volt now-er connection to the automatic controller shall tie
'
provided by the Contractor.
2. All electrical work shall conform to local codes, ordinances, and union
authorities having
, jurisdiction.
P. Remote Control Valves:
i. Install. where shown on the Drawings. Where grouped together, allow,
at least twelve (I 2) inches between adjacent valve boxes. Install each
CO
remote control valve in a separate -valve box.
1. Flushing of System-
1.0
t. After all new sprinkler pipe lines and risers are in place and
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connected, .-At necessary diversion -work has been completed,,. and
prior to installation of sprinkler heads, the control valve-s' shall be
opened and full head of water used to flush cut the system.
2, Sprinkler heads shall be installed orily after flushing of the system
has been accomplished to the completesatisfaction of the city of
Ranch�o Cucamonga.
J. Sprinkler Heads:
i- Install the sprinkler heads as designated orl the Dralvings. Sprinkler
heads to be installed in this work sliall be equivalent in all respects
I. 0
to those itemized. 1
2
2� Spacing of heads shall not exc.eed the maximum indicated on the
Drawings. In no case shall the spacing exceed the maximum
recommended by the manufacturer.
3.04 TEMPORARY REPAIRS
'
The City reserves the right to make temporary repairs as necessary to keep the
sprinkler system equipment in operating condition. The exercise of this right by the
I
Citv shall. not relieve the Contrac mr of his responsibilities under the terms of the
guarantee as herein specified.
1.0
3
3.05 EXISTING TREES
Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all
possible care to avoid injury to trees and tree roots. Excavation in areas where two
(2) inch and larger roots occur shall be done by hand. All roots two (2) itiches and
larger in diameter, except directly in the path of pipe or conduit, shall be tunneled
under arid. shall be heavily wrapped with burlap to pre-vent scarring or excessive
1.0
-,�
drying. Where a ditching machine is run close to trees having roots smallerthan t `0
4
(2) inches in diameter, the wall of the trench adjacent to, the tree shall. be hand
trimmed, making dean cuts through. Roots one (1) inch and larger in diameter shall
be painted with two coats of Tree Seal, or equal, Trenches adjacent totree should- be
closed within twenty-four (24) hours; and where this is not possible, the side of the
trench adjacent to the tree shall be kept shaded with burl ap or canvas.
,
3.06 RELD QUALITYCONTROL I I
A. Adjustment of the System;
.i� The Contractor shall. flush and adjust all sprinkler heads for
optimum performance and to prevent overspray onto walks,
roadways, and buildings as much as possible.
2. If it is determined that adjustments in the irrigation equipment will
provide Pro-per and more adequate coverage, the Contractor shall
make such. adjustments prior to planting. Adjustments may also
include changes in. nozzle size�; and degrees of arc as required.
3. Lowering raised sprinkler heads by the Contractor shalt he
accomplished within ten (10) days after notification by the City.
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4. All sprinkler ' heads shall be set perpendicular to finished grades
-_
unless otherwise designated on the Drawings. 11
�
5. Rain Bird EFB-CP-PRS valves will, be set per manufacturers
-
specification so that each lateral. operates at design pressure.
B. Testing of Irrigation System:
-
1. The Contractor shall request the presence of the City of Rancho
(
Cucamonga in writing at least 48 hours in -advance of testing.
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2. 'rest all pressure I! nes under hydrostatic pressure of 150 pounds per
square inch and prove watertight.
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Note- Testina of pressure mainlines shall occur prior to
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installation of the electric control. valves.
-3. All piping under paved areas shall be tested under hydrostatic
-
pressure of 150 pounds per square inch and proven. watertight prior
to Paying. I
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4. Sustain pressurein. lines for not less thansix (6) hours. If leaks
-
develop, replace joints and repeat test until entire system is proven
A I
i_%
watertight.
C.
5. All hydrostatic tests shall be made only in the presence of the
General Contractor -and the. City of Raricho Cucmri I onga- No pipe shall
DI
be backfilled until it has been, ,observed,, tested, and approved in
writingal
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0� Furnish necessary force pump and all other test equipment.
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D1
7� When the irrigation system is completed, perform a co,verage t ' est in
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the presence of the City of Rancho Cucamonga to determine if the
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water coverage for planting areas is complete and adequate. Furnish
C1
all materials and perform all work required to correct any
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inadequacies of coverage due to deviations from the Drawings, or
where the system has been willfullyr installed as indicated on the
' ' I y
Drawings when it is obvibusly inadequate, without bringing this to
the attention of the City of,Rancho Cucamonga. This test shall be
accomplished before any ground cover is planted.
I
S. Upon completion of each phase of work, the entire system shall be
'
tested and adjusted to meet site requirements.
r
7 NLAINTENANCE
A. The entire irrigation .system shall be under full automatic Operation. for -a
period of seven (7) days prior to any planting
�
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B. The City of Rancho Cucamonga resenleS the right to waive or shorten the
operation period.
8 CLEAN-UP
� I
Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
shall be removed fromthe site, all -walks -and paving shall be bloomed or washed.
claw a, and any damage sustained on the -kN, ork of others shall be repaired to its
I
original condition. �
'
9 FINAL SITE OBSERVATION PRIOR To ACCEPTANCE
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' ' '
A- The Contractor shall operate each system in its entirety for the City of Rancho
Cucamonga at time of final- observation. Any items deemed not acceptable by
the City of Rancho Cucamongashall be reworked to ttie complete satisfaction
of the City of Rancho Cucamonga.
B. The Contractor shall show evidence to the City of Rancho Cucamonga that the
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City has received all accessories, charts:4 record drawings, and equipment as .
required before final site observation Can Occur.
0 SYIT OBSERVATION SCHEDULE
A. The Contractor shall be responsible for notifying the City of Rancho
I
Cucamonga in advance for the following. Observation meetings, according to
the time indicated:
1� Pre-job Conference - 7 days 1
2, Pressure supply line installation - 24 hours
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- I -
3. Lateral line and sprinkler installation - 24 hours
1
4� Automatic controller installation - 24 hours
5. Control wire installation - 24 hours
1
6. Pressure supply line and lateral line testing - 48 houns, -
7. Coverage. test - 48 hours
8. Final observation - 7 days, I
.
B. When observations have been conducted other than the City of Rancho
CucamonWa., show evidence in writing Of when and by whom these
observations were made.
.
c. Nosite observationswill commeno:ewillaotlt "As-Buill:" record drawings. The
contractor shalt not call for a site visit without "As-Built" record drawings,
without completing preyipuslynotect corrections, or without preparing the
system for said visit.
NCRETE SPECIFICATIONS
R_T_1_GiDMML � . I
Description .
For concrete information refer to the Suande&d Specifications for Public Works
Con.s�truction (Green Book- Edition per the Ci , ty of Ranc ho Cucamonga). Reter to
Sections 4, 201, 303, and 400, as Well as any other -sections related to the installation,
per -and post installation of concrete work, materials, tabor, and clean-up. The
Standard Specifications for Public Works Construction is avai lable from:
BI Building News � I .
3055 Overland Avenue I
Los Angeles, CA 90034
(310) �
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202-777_5 �
Scope I
Furnish. and install all concrete work complete as indicated an the drawings or as
specified, including, but not limited to the following:
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A. Furnish and set all reinforcing steeli 1,-�olts, and -anchors.
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13. Install a items required by othertrades� which are to be cast into concrete.
C. Concrete mow strips, footings for -tvalls, fencing, posts, betiches, etc.,where
applicable. .
Protection.
I
All finished concrete workshall lie ,barricaded to pedestrian traffirfor three (3) days
Barricade shall be placed imediaLely� after concrete finishing. Contractorshall furnish,
place -and remove all of his own � barricades. Contractor shall be responsible for any
damage. to new construction and replacement or repair of thework shall be made
without added cost. to the City.'
�
Clean'-up
I
'Upon completion of all concrete work. and before final -acceptance, the Contractor shall
remove all tools, surplus materials, apparatus, debris, etc. from the site and the site
I
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shall be left in a clean, neat condition acceptable to the City�
PLANTING SPFCIFICATIONS
PAKL1_-__GENERAL
PART 2 - EXECUTION
C. Trees and shrubs shall be growing at a recognized nurseny in accordance with
6.04 Responsibility and CoordlftaLiO W
crood hortic ulture practices and shall be of the size and caliper normally
g
1.01 Scope of Work-
2.01
Protection-
associated with,the container size specified on plans. Removal of all tags,
A- Landscape Contractor is responsible for the erection of all signs and barriers
Keep all plant material delivered to site in a healthy conditionfor planting. Plants
labels, nursery stake-, Lind. ties from all plant material prohibited until the
required to prevent intrusion into the treated areas arid to notify the public.
Contractor shall provide all materials, labor arid equipment incidental to and
shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, in
approval of the Landscape Architect or City.
necessary far completing all work, as indicated an the drawings, as reasonably
most earth or other suitable material, until planting. Balled add burlapped plants
B. No material or methods shall affect the landscape planting or hydroseed
'implied, or as delineated in the Specifications as follows.
stTall have root ball covered with moist sawdust, wood chips or other suitable material
D. All plantniaterial delivered to the site showing signs of da-mage or disease or
germination. No material or method shall render the job site unusable for
until planting
is insufficient insize to carry OUL the intent of the planting plan will not
more than 10 days from date of application.
1.02 Standards:
accepted and will be'repla-4cedat Contractor's expense.
2.02
Installation:
6.05 Non-Selective Herbicides:
All worki and matertals shall comply with governing codes, safety orders, standards,
E. SizQs_Q-Mants - Shall be as stated on the Plan. Container stock (1-gallon, 5 -
and regulations, and meet the minimum requirements of the Standard Specifications
Detailed layout of plants within the planting areas shall be performed by Contractor
gallon, and , 15-gallon) sballhave been grown in containers for at least one (1)
Non-selective contact herbicide and/or non-selective systemic herbicides (as
For Public W'OrKS Construction (Green Book) latest edition.
and approved by the Landscape Architect and City lirior to planting.
year, but not over two (2) years.
recommended. by the Pest Control Advisor)
1.03 Quality Assurance.
S�il excavated -from planting holes shall be amended to backfill around trees and
F. SubsAwtions - Substitutions for indicated plant material will be permitted
6.06 Selective Herbicides:
A. All Contractors performing Site Development work, must be licensed in
shrubs using the following mixture:
provided the substitute materialsare approved in advance by the City, and
are made at no additional cost to the City. ENcept for authorized variations,
Selective pre-emergent herbicides compatible with seed mixtures (as recommended by
accordance with thelaw-s of the State of California.
Native, On-Site Soil with rock no greater than 3" in diameter
all substitute plant materials shall conform to the requirements of tli-ese
the Pest Control Advisor)
Contractor shall prcA7ide the Landscape Architect and the City with a list of
Gro Power Plus, 5-3-1 15 lbs",cy
Ir-on Sulfate 2 lbs/Cy
specifications.
6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to be employed during the
G. PlanB-NotApprmed - Plants not approved are to be remo-ved from site
course of construction.
(To be used for bidding purposes only, veri fy with Agronomic Soils Test.)
immediately and replaced with suitable plants. The City reserves the right to
If in the opinion of the Pest Control Advisor, perennial grasses and weeds existingin
C, Contractor shall obtain and keep in force Public Liability and Property
After backfilllng� construct a 3" earthen berm to form watering basin around each
reject entire lots of plants represented by defected samples.
the planting areas will require control prior to removal, Spray these areas per Pest
Control Advisar's recommendations.
Damage Insurance, during eatire course of the Construction Contract. The
plant, to allow thorough water-in and establishment.
H. Stake all trees, as per details immediately after planting to prevent wind
arnount of insurance shall be determined by City�
damage.
A. Prior to the installation of the irrigation system remove and clear all weeds
Prior to installation of turf and ground cover, remove water basins from around trees
and deleterious materials from planting areas.
D. Prior to start of site development work, the Contractor Shall notify the
and shrubs. Berms in turf areas to be rem, oved prior to City acceptance.
1. Plant trees that are to T)e located. in Lawn or ground cover areas after finish
Lkidscape Architect and City to give starting and completion dates.
are first established and allow at least 7 calendar days prior to
Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shall also supply the Landscape Architect and City with the name
MRT-3--�-SOILYREPARAIIGN-ANDL��-GRADING
Facles
installation of said lawns or ground cover to provide for thorough watering
1 2" below the surface ofthe soil. Physically remove all. weeds from the site.
and telephone number of the person in charge of the work.
of trees. All planting holes shall be excavated as defined on appro-priate
3.01
Scope of Work:
details.
PART-1-- IAN_D_5_WT_MAIN_TE-NAN_CE
1.04, Responsibilities and Coordination:
A. Pen , ni.ts� The Contractor shall obtain andpay for all permits and inspections
A. Provide all materials and equipment, and perform all work necessar-y for and
incidental to the soil preparation and finish grading of all. planting and lawn
4�03
Soil Amendments-
7.01 Scope of Work:
required by governing author ities for the work to be performed.
areas as shown- on, plans, as reasonably implied, or as delineated in the
Soil amendments shafl beas recommended in the Agronomic soils report
Provide all materials, labor and equipment necessary for, or incidental to, performing
.
specifications.
all maintenance requirements as reasonably implied or as delineated in the
13. Existing Conditions: The Contractor shall verify all conditions and
4.04
Trees& kes:
tal
specifications including, but not limited to the following:
dim ensions shown on the plans at the site prior to commencement of any
B. Furnishing, placement and grading, of topsoil for backfilling of planIers if
under this c depth
wbrk -ontract. The Contractor shall verity the location and
st-
of ali underground utilities prior tc art of work.
required.
Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for
Maintain all plants and planted areas.
C. Cleaning and finish grading of planters areas and planting areas.
further information.
Keep plant ed areas free of weeds and debris.
Prune trees and shrubs-
C. Te ary'Utifides: The Contractor shall apply for and pay all cost it -urred
Nmpor
PART_5_-_GR0UN_D_C0_VER_AN_D_
TmnTWG PT.ANTS.
Fertilized- I plants ante, areas.
for all temporary utilities such as water, electrical power and gas as required
3.02
Topsoil:
Irrigation.
by him for the construction of the project. Teniporary services Shall be
Insecticide spra-ving.
coordinated with the Citv and other contractors on the joh site.
A. Ddsting cin�slte soils listed '-,is 'acceptable' under 'Site Grading' specification.
Scope of Wbrk-
D. Survey, Reference Points, and Elevations: The Contractor is responsible for
B. Tops-oil imported to site for use as fill, backfill in planters an. d mounding,
Provide all materials and equipment and perform -all work necessary for and
7.02 Fertilizers:
ostablishipg a-It surveys, reference points and elevations required by him, and
sball be sandv textured, Silt plus clay content of this soil shall be no greater
u -n on plans. as
incidentalto installing all gro nd cover and bedding plants, as shoi,,
A. Commercial fertilizers with an analysis of 5-3-l-Gro-Power Mus, and 1, 2-8-8
shown on plans for proper execution of site construction.
than 15% by weight. The boron content of this Sol] shall be no greater than I
reasonably implied, or delineated in the specifications.
Gro -Power Controlled Release Nitrogen, as desianared herein, or a proved
E. Traffic: 'The Contractor is responsible for all temporary traffic barriers and
part per million as measured on the saturation extract. The sodium
absorption ratio (SAR) shall not exceed 340 miltimohos per centimeter at 25 C.
5.02
Bedding Plants�
fla le fr in Gro
substitute as required by the Agronomic s i1sreport, Aval b, o
Power (909) 393-3744-
detours required by him for the construction of the project. All temporan�
In order to ensure conformance, samples of the imported soil shall be
traffic barriers and detours shall conform. to all conditions required by the
submitted to an agronomic soils testing laboratory, approved bN. the project
Perennials and Annuals. Providelteafthy container grown plants from a recognized
B. Ammonium Sulfate., Granular form. containing not less than 21% nitrogen. and
City or governing authorities.
Landscape Architect for analysis prior to use� Result of testing to be delivered
nursery, and of the cles and variety shown on plans.
spe
_2411/6 sulfur and shall be re( gistered as an agricultural miner, with the State
to City for approval, Soil test to include ai -ialysis and recommendations.
Department of Agriculture in con, pliance with Article 2 - Fertilizer Materials,'
1.05 Defectiveand'Unatithorized Work:
5.03
Ground CoN, -er
Section 1030 fthe Agric tural o
3.03
Soil Amendments:
A-11 workwhich is determined by inspection to be defective in its construction or
Ground Cover� Provide ground cover of the species shown on plans. Ground cover
7.03 General:
deficient in ancy ofthe requirements of the plans and specifications, shall be remedied
All soil amendments shall be as specified in the Agronomic Suitability/Fertility soil's
shafl be established and well rooted in flats or simi[ aw containers.
or removed, and replaced by the Contractor at his own expense in a manner
report furnished bv the Contractor
'ier landscape irrigation and planting.
Maintenance shall start immediately af
acceptable to the Landscape Architect and City.
L
5.04
Mulch-
3.04.
Soil Pre atation.
p
L06 Inspections.
Mulch: Shall be of compacted wood chip fiber.
Maintain all, plants and planted areas on a continuous basis as they areinsti-ffled
All work on irrigation system. shall be complete and inspected for recommended
during the progress of the work, and continue to maintain them unti: ina acceptance
The Contractor shall arrange -for inspections by notifying the Landscape Architect, City
approval and, -fine grading completed, prior to rototiffing and prior to soil
5-05
Coordination:
of total project. Replace any dead or d ying plants as directed by the. Landscape
and governing authorities, 24 hours prior to time of inspection, unless othenvise
amendment work.
City represen th;e.
Architect and ta
noted. Inspections shall be as listed below,, but not necessarily in. this order, Only
-A. Do not have plants delivered to the job site until site conditions are ready for
the Jnspecion pertal o b p oe o w k I I
t 't e r j ct -cope f or - wi I app y
After rough grades have been established, prepare all I-aum and planting areas by
planting If planting is delayed, keep plant roots moist and pla e in a
A. Irrigation: Operate irriga-tion systern on an established program to maintain
tilling or cross ripping to, a depth of 12". All rock and debris more than 2" in
sheltered location protected from the sun, wind and other damaging
aft plants and planted areas in a healthy condition. Irrigation system run-off
Rough Grading.
diameter shall be removed from the site, except for areas th, at are to be sodded, in
elements.
shall be kept to a minimum. Damage to irrigation system resulting frorm,
Dradin Lines and Catch Basins.
Irrigations: (main line pressure, coverage & system operations test).
which all rock and debris more than 11/2' in diameter sh" be removed to a depth of 6".
B. Soil preparation and fine'gradling shall be completed and trees and shrubs
-intenance personnel, shall be
maintenat -ice and equipment and/or ma
restored to its original condition at -no cost to the City. Failure of any par, t of
Soil Prepm,ti6n and Finish Grading.
Apply, spread, and rototil in all soil amendments as recommended to a depth ofUl.
installed prior to bedding plants and ground cover planting.
the irrigation system shall be brought to the attention ofthe City. No repairs
Pliatir Man4ial (delivery & placement).
Water area thoroughly after rototilling, is complete. Incorporate evenly into the top 4"
6ther than emergency repairs shall be accomplished without written
Substantial Completion Inspection (at completion of landscape improvements)
to 61' the following -for each 1,000 square -feet of planting area:
5.06
Installation:
permission from the City.
7 Days.
Final Inspection (after maintenance period) - 7 day&
4 cubic yards of nitrolized Redwood or Fir Shaving or equal.
Plant ground cover and bedding plants in moist soil and space as indicated, on plans.
B. Weed Control- Keep all planted areas free of weeds and deMs by cultivating
200 lbs- of Gro-Ptnver or approved equal.
areas at intervals not to exceed 10 calendar days.
The contractor shall arrange a Preconstruction job conference with the Landscape
Each plant shall be planted,with its proportionate amount of soil so as to minimize
Architect and City a -minimum of seven, (7) days prior to the beginning work.
The abovea soil conditioning are minimal qualities only and should be used only for
root disturbance. Soil mo.isture shall be such that soil does not crumble when
The ContrActor may elect to remove such concentrations of weeds manually or by an
bidding purpose, because soil conditionsmay change drastically front the time these
rem, oving plants from. container.
'approved herbicide program.
1.07 Guaranties:
specifications were developed to the time the actual sail conditioning take place.
Therefore, the Contractor shall obtain his own soilsanalysis at a rate of one, per even,
,4�_and to insure
Regrade planter arc-as after planting, t6 restore smooth finish gr?
C Pest Control: Spray all plants and planted areas at begi nning of maintenance
A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn
25,000 square feet of planted area. These soil tests Shall be conducted by an
proper surface drainage. A 4%layer of mulch material -,,hall be spread over the entire
program and as may become neces m-y thereafter by an approved, method of
shall, be guarariteed.from date of final acceptance of landscape construction
approved Agronomic soils testing laboratory approved by the project Landscape
planter area after grade is established. Watering shall begin immediately after
pest control, to keep all plants and planted areas free o(insects and disease.
for Periods as follows.,
Architect and City. Copies of the soil test to be provided during the Pro-construction
mulching. (Grading shallaccomm-oclate the m utch)
Method shall be reviewed by the City prior to any apptications. Pest Control
job conference.
sliall include Gopher control.
Trees 24" box & larger I year
5.07
Protection,
Trees 15 gal.. & smaller I vear
3.05
Finish Grading:
D. Pruning: Prune all plants as designated and directed by Landscape Architect,
Shrubs All sizes I io days
Erect temporary, fencing or barriers to protect ryk-mied areas from damage prior to
at start of maintenance program and continue to prune plants as directed or
Ground Cover 120 days
After ro-totilling operations are. complete, grade areas to establish finish, grades for
final acceptance.
as may become necessary until the end of the maintenance program.
Bedding Plant 120 days
planting. All flow, lines shall be maintained and,proper tolerances shall be met after
Lawn (sod) 120 days
settlement -it the enct of the project maintenance period.
PART__6_-_WUD_ABAXEMENT_
Remove trash weekly Edgeground cover to keep in bounds and trim top
Lawn (seed) 120 days from first mowing
growth as necessary to achieve- and overall even appearance. Extenninate
Finish grading shailleave Surface of. the ground. uniformly smooth and free of abrupt
Scope of Work.
gophers and moles; repair damage.
Guarantees begin after the project acceptance by City and at the end of the
grade change,
180-daymaintenance period. tandscape Contractor shall replace an, d plant
Provide all material, equipment, and labor necessary to perform all work -as indicated
PART._8__-_ACCEF1ANCE_0L1 MUCT
all materials which have died within the time span stated above, -at no cost
3.06
Coordifiation:
on. plans, as reasonably implied, -and -as delineated in the specif
and, within 5 days from receiving written notice from the Landscape Architect
8.01 General,
or-City. If cleadmaterhal is not replaced, and planted within the 5 day
Weed abatement work shall be coordirrated with the installation. of the irrigation
6.02
Quality Assurance-.
period, City may replo[ce dead material with new -material and charge the
system rototilling and soil amendment work, and planting. (See Weed, Abatement
Upon completion of installation. a maintenance period of a minim Lim of 90 days for
landscape Contractor for all expenses incurred.
section).
A. The Applicator of allweed. control materials shall be licensed bv the State of
a] t landscaped areas is required prior to final acceptance of the work by the Ci. Ly. The
California as a Pest Cotirrol:operawr and a Pest Control Advisor in addition to
Commencement date for, the maintenance period sball commence upon written
-stru -manship and
B. Con - ction. Materials: The contractor shall guarantee all work
PARTA --TRM-AND-SYJ RILMS
-.my subcontractor licenses that are required.
- In p r
approval for all phases of planting installation by the City Public Works S ecto
materials-for all site development, for a period of one year from date of final
Maintenance pe-riod shall be adequate to verify plant characteristics and
acceptance of project.
4,01
Scope of Work:
B. All materials and methods must conform to Federat., State, and Local
establishment.
Reaulations.
1.08 Material andLabor Releases:
Provide all material, equipment, and labor necessary to install all trees � d shrubs as
-in
Tect the establishment period: The first
A. Two inspections shall be made that af
shown on plans, as reasonably implied and as delineated in the specifications.
6.03
Submittal:
after all plantings ha-ve been completely installed in order toapprove the
Upon completion of the work, the Contractor shall present to the City, signed copies of
beginning of the establishment period, and the second at the end of the
-eases for I work performed under Sit Development.
all labor and, materials rel W
4.02
Products
establishment periad. If plantings are not acceptable at the -end of the 90
I D9 Disposal, and Clean-up:
A. _NDinenrJALurc - Plant names iridicated on the drawings conform, the "Standard
-itro -jals, the Landscape Contractor shall
Prior to the installation of any weed cor -1 matel
da3 period, due to defective maintenance, then continue establishment und
all work meets with the Specifications and can be approved.
Remove all waste materials (including excavated material classified as unacceptable
Plant Names" established by the American joint Committee on Horticulture.
Exreptfor nam, es covered therein, the established custom of tbenursery is
submit to the Landscape Architect/Cay a list of the weed control Materials and
quantities per acre intended for use in controlling the weed types prevalent and
At termination of establishm<�ntperiod all plant material shall he live,
soil material), trash and debris generated or encountered during the course of
followed.
expect ed on the site, as supplied by the Pest
Control kchisor. Pest Control \d-visor
heal thy, undamaged, Lmd free of infestation. Inferior plantings shall be
landscape construction, vand legally dispose of it During the course of the work,
shall fumish the Landscape Contractor. and
Landscape Architect and City data to
and brought to a satisfactory condition before final acceptance of
replaced o
remove surplus materials"from the site and leave premises in a neat and clean
Qancillkon - Plantsshalt be symmetrical, typical. for variety and spec ies, sound,
demonstrate the compatibility, of the weed control materials and methods with the
intended planting and Seed varieties present.
w ork will be made. All areas shall be neatly raked an d free of weeds.
-condition, Clean up and rem, ove all remaining debris and surplus tnaterials upon
healthy, vigorous, free from plant disease, insect pests. or their eggs, and shall
completion of work, leaving the premises neat and clean. The site shall be cleaned
have healthy, normal root systems, well-filling their container, buy not to the
upon the request of the inspector.
point or being root bound, Plants shall not be pruned at anytime, and in no
case shall trees be topped.
Q
AT
A
AMPERES
A5V
ABOVE
AF
AMP FUSE OR AMP FRAME
AFC
AVAILABLE FAULT CURRENT (SYMMETRICAL)
APP,
ABOVE FINISHED FLOOR
ARCR
ARCWITECT
AS
AMP WIT 14
AT
AMP TRIP
AUTO
AUTOMATIC
BKBD
BACKBOARD
CONDUIT
CB
CIRCUIT SIRE AKER
CKT
CIRCUIT
CLG.
CEILING
CL.
CLEAR
Cm O.
CONDUIT ONLY
CONC.
CONCRETE
CONN.
CONNECT OR CONNECTION
CONT,
CONTINUED/CONTINUAT ION
COLD WATER
DEPTW
DIET.
DETAJL
DIAL.
DIAMETER
olsco
DISCONNECT
ON
DOWN
DW3
DRAWING
ELEC
ELECTRIC OR ELECTRICAL
ELEV
ELEVATION
EMEM3.
EMERGENCY
EQUIP,
EQUIPMENT
EXIST.
EXISTIWa
El X T.
EXTERIOR
F
FEEDER
FIXT.
FIXTURE
FLAB
FULL LOAD AMPERES
FL R
FLOOR
FLUOR
FLUORESCENT
GALV,
GALVANIZED
GFCI
GROUND FAULT CIRCUIT It-JERRUPTER
GFI
GROUND FAULT INTERRUPTER
GND
GROUND
H
W1 6H OR I•EIGHT
WORIZ.
WORIZONTAL
HP
HORSEPOWER
H'TR
WE4TE1
HVAC
HEATIN63, VENTILATING AND AIR C-7NDITIONING
1 .
ISOLATED GROUND
INCAND,
INCANDESCENT
IN D.
INDICATED
INT.
INTERIOR
is
JUNCTION BOX
KVA
KILOVOLT AMPERES
KW
KILOWATT
KWH
KILOWATT HOUR
LENGTH
L
LONG CO� INUOUS LO . AD
LOC.
LOCATION
LTG
LfGWTjWs
MAX
MAXIMUM
MFR
MANUFACTURER
MIN
MINIMUM OR MINUTES
PST 0
MOUNTED
I TG
MOUNTING
Ml%:4. HT.
MOUNTING WEIGHT
-NOT AFDC - ICAISLE
NP
NON FUS'18LE
N.L.
NII&HT LIGHT
NT5
NOT TO SCALE
P,
POLE
Ps
PULLBOX
P'C.
PHOTOCELL
PNL
PANEL
PWR.
POWER
RECEPT
RECEPTACLE
REO'D
REQUIRED
ml
ROOM
SCWM
SCHEDULE
SWT
SWEET
so, FT.
SQUARE FEET
STD.
STANDARD
SURF,
SURFACE
Sw,
SWIT
SUSID
SWITCH AWARD
Sys,
SYSTEM
TEL
TELEPHONE
TEMP.
TEMPORARY OR TEMPERATURE
TRANSR
TRANSFORMER
TT B
!ELEPWONE TERMINAL BACK50ARD
TYP
TYPICAL
U.
UNDERGROUND
U. ON.
UNLESS OTH ERWISE NOTED
V
VOLT
VA
VOLT AMPERES
V.0.
VOLTAGE DROP
VERT,
VERTICAL
W
WATTS OR WIRE OR WIDE
W/
WITH
W/o
WITWOUT
wop,
WEATHERPROOF
Fngineers., FiLe,- 01066_L -2' .dwig 12/07/2001 14-07:34
.............. . .. - ------
LIGHTING,FIXTURE; SCHEDULE
MANUFACTURER
CATALOG NO.
GENERAL ELECTRIC SERIES;P&A I-M
7'DE
X SEE TAILSD
SCHEDULE, Du�*,
L-52 490V 44,
TENNIS COURT
SINGLE POLE MOUNTED
GENERAL ELECTRIC DECASHIE' t000
SEE� DETAILED
FIXTURE
SERIES.
SCHEDULE DWG'
L-21B 46 Ate. V -10
SAME AS EXCEPT TWO;;
FIXTURES
GENERAL ELECTRIC IDECASHIELD 1000
See DETAILED
SERIES,
SCHEDULE DWG.
L4t 4Wv -10
POST TOP LIGHT[Wu
FIXTURE, VANDAL
ARCHITECTURAL AREA LIGWTf_ ,* %LR-IZ-
RESISTANT
2-100 PPS-20& WITH PRA.4RI4-266 POLE
$04GLE O. MOUNTED
SPAULONG LIGHTING INC. CAMeRIDGE
FIxTuAE
TYPE 0CEI-PM-tlV0-fII-4&0mCS LW
SOSA01 01m POLE
GRAM MOUNTED 4'
FLUORESCENT FIIXTUIRE FOFC�
KIM "050
MOUNT ON GRADE J BOX uMIN. 2 cu*i
MOUNT IN PLANTER
MONUMENT SIGN
CONCRE TE BASE.
FLUORESCENT (2) LAM
COLUMBIA 0CS4,-2a2-E514L;H
S r
TRf L;lGpT WITH
WIREGUARD
'D, MOISTURE ANDN—
KENALL VANDAL RESISTAN5T 05010 t6ov i
MOUNT ON SOFFIT OF
DUST RESISTANT FIXTURE
RIDGE BEAM 12ov,
W1 PRISMATIC LENS
SAM AS EXCEI T
WALL MOUNTED
DAL RES'STAN5oT *ssrpoo
SQUARE SUFWACE
MOUNTED AREA
SPAULD;:[N*�,�14KI-C.M-610.-\,��-490.6,F-
400V EXTERIOR
L16WTING FIXTURE
VG - - SS5.
VANDAL AZESISTANT
1-7 Z14 1$A
-R -4, 4 m- Zl-10"IBIWAl
GENERAL NOTE5
ME
VIA, CALIFORNIA
1583 Fax: 626-9931(M13
Job No- 010
O. 2132
FILL&
L-24
rT-1
flix-A
>--I
999 Engimetrs, rite; 0lS66_L-25-dwg
IWA
I 1 c-
2
p
3
(3, 1
pp Ft
A 1, .2 i0o
3,
(311
(TYPE)
(3
REFERENCE NOTE5
;1� ®1 (�D f*Roviqg 'MARK-TIME' COIN ACTIVATED TIMER WITW KEY F`AD.
`
TIMER TO BE ADJUSTABLE AND PAVE 250ms FUL$E TONE FOR
INTE E WITH
'PLC' IN PARK CONTROL CABINET 'PCC.
-7 RFAC
Cl
10, pl
(3
NEW 'PROPOSED UTILITY
TRANSFORMER'S LOC 0N.
ATI:
1,6
VERIFY EXAC7 LOCATION AND
15
Al
op 44 REOUTREMENT WITH 5.0.12, (2) 4"C. (PWR) 15. 19
at
(3
4
cl
VL __2 T)
-- — — — — — — — — — — — — — — — — 1-11 \_ "' I
2,4
4z
2 4
9v
/010
2,4
F,r
j,
T,O TEL L
:;0
ACKI
4sll
ROUTE RIGID CONO
UIT A,
IN' o
pi
UP POLE
11h
41 Olt
To
13
124 2,4/:A p". 4
4K L;lGI4fjM CONTROL CA5.1
NN X./ cl
IN"
ry ,r T 09
(Typ.3�
'71 -
TELEPHONE SERVICE HANDHOLE
VEk'IFY EST CA
CT LTION AND REQUIREMENT
\WITH i�-,LEPHoNr: compANY.
2A
-AHi5 1, 3, 2,4
"I, . . . . ........... . . . .....
. ..... . . ............ . . . ............ . . . . . . .......... . ....
----- — ---- _7
Al
........ ......
LA
2A
12,4 �4 '1,3 1
2 2A
tw
40
u, ::.is::;e ) i {{ t jjE {( 4 +.•,, 4•t: ki. I '• 3y i l.,' }.... ..
-1
IRRIGATION PUMP
f T O.
Ze FULL BOX
(TYRIO); PLACES MOUNT IN
PLANTER AFsPROx I' APART,
. . . . ........ . ..
:1,3
hl
2A
'2 4
h z1
`2—(l) 2' C. 0. TO TELEPHONE COMPANY
—j.
sepvICE POINT (V. L.), TRENCH, BAcl
J.— 1 9 ) I
I i FQ
AND CAP Cie IMNCAAF AA f2im-eDill; Pn
. . . .......
" 0�fl:.Jftl!fvp!E2Z*L_
I
SHEET KEY MAP
36 37 51 111 50
I 4 \- I I -
0
I . I
0
RobirtReyes S&K Engineers, Fite: 01066_L-26.dwg 12/07/2001 14-06:57
SHEET KEY MAP
m
30
SHEET HEY MAP
36 37 51
rb
f ° I
I ° I
0
yes SAM ItnVineers, FiLe, OI066_L-27.dwg 04/12/20102 13:14;44
16 32
ro Off/i M— m �k
IROOM PLANS
01M
E L E, Q
DES CRIP T ION 01 F
......................... .................. ............. ............ ............................... .. ........ ..........
T
CITY ol
IRANC]
NOTE.,
SEE $TFRUCTURAL DRAWINGS
RANCHO ET'
FOR SUPPORT DETAlLS.
ELECTRICAL 1
124
APPROVEDIT:
0 1 2 3 4 6 8 16 32
CITY ENGINEER
DESIGN IR C"
SCAIE: 1/4" - 11-0"
IN FT.
1/4 1 1-0"
SCALE: 1/4" 11-010
TM A
S�ITI
M 10621 HH
WN �,
SP
C
EO CA
srlALE
TRAN&FORMER MOUNTING DETAIL
SCALE
CHEMD
11411 a 11-011
... .........
1/4" - ['-W
j LJ 4-30-01
DATE
ro Off/i M— m �k
IROOM PLANS
01M
N
S&K Engin�eers, Fite: 01066_L-27.dwg 04/12/2002 13:14e44
POLE
HEIGHT
80, POLE
B4 HEIGHT
56'
21-0 28.1 27.8 24.4 26.5 28,7 A4
+ + 2.8,14 5. 5
'9 6 3 2.6 32 5 + 54.7 48.5 56.3
+ + ' 30.3 3 + + 47.
+ + 4.2 33 + +
+ 33 145.9'
6. 3 zil. 1 35.6 1 -1-
+ + 33.7 35.3 32.9 + 0 1
+ + 13 -.71 +
+ 45.6 3
35.0 7.8 35 1 + +-9 5 51.4
+ +-9 32.3 30.1 9.5
+ + 3 + -3 1147.1 + + P01LE
-3 34.0 33.4 '3 + 9-4 53.7 57.2
+ + 0 32.8 + + 3.61 HEIGHT
+ + 32.5 35.5 + 50'
+ + 4. 46.3 1 A3
29 +1 + 48.1 47.1 7.41
+-0 30.2 98.0 29. +
+ + 28.8 32 -76
+
21 3 -E 35.6 34�_
+ 25.8 24.6 24 6 5.8
+ + 26, 9:. +
1 33.8 34.5 134.5 3
5 22. z + + + 4.5 29.6
+ 24- 27.6 31.1 + +
z + + +.. 3 35 ' 5 34.6 31.4
0. + + + 24.2
24.1 28.6 31.3 34.9
+ + + 3 + 6 30• 6 28
+ ,9 24.1
+.727.3317 . 34.4 + +
+ + + 3 & 1 34 POLE
.2 + 29.7 23.2 HEIGHT
-7 6. +
+ + 20-0 23.7 + 180,
+ + 27 36.2 35 B3
26.9 2 + 31. 4.2
9.2 29.1 + + + +
+ + 19.8 25.8 23.5
30.1 26.0 + + + 4 20.9
-�n Q 31.1 + + + +
Undergrond; Service Alen
L&, �Calls, TOLL FHE
RdbertReyev S9K Engineers, Fitp.- 01066_L-28.dwg 12107/2001 14.0605
Fixture
Quantity
Curve #
Init Lwm
LLF
Design Lum
POWER SPOT
111 20
Cie l632.tlt
170000
0,760
132600
Powr Spot
8
Gel634.-tlt
170000
0, 780
132GOD
P01WR SPOT
4
Cie 1633. t t t
170000
0,780
132600
System Unitsl
Feet/Footcancites
SPORTS CLUB
X
Grid
Average Max Min Avg/Min Max/Min
CV
#Points
InFietcll
51, 3 62.8 43, 5
1. is 1. 45
0, 113
25
X
Outfieldl
310, 0 38, 8 22,1
1. 35 1. 75
0. 132
96
X
Fixture
Quantity
Curve #
Init Lum
LLF
Design Lum
POWER SPOT
111 16
Ge1632.tlt
170000
0.780
132600
Powr Spot
10
GeI634.t(t
170000
0. 780
132600
POLAR SPOT
5
Gle10l ttt
170000
0.70
132600
,System Unitsl
Feet/Footcanolkes
+
+
Grid
Average Max Min
Avg/Min Max/Min
CV
#Po i nts
Infle(d2
50. 3 57.3 44.5
1. 13 1,29
0. 084
25
Outfie(d�2
3�0, 0 37,8 19. 8
1,52 1. 91
0. 160
916
27,
Fixture
Quantity
Curve #
Init Lum
LLF
Design Lum
POWER SPOT
111 26
G:e 1632, t t t
170000
O.780
132600
Powr Spot
8
Gel634,t[t
170000
0,780
132600
System Unitsl
Feet/Footcandtes
Grid Average Max Min Avg/Min
Max/Min
CV flPoints
1
Soccer
30, 4 41, 4 21, 9 1.
39 1, 88 0,
129
135
29.4
LLF ATF
x VF x BF x LTF x LLD
x LDD LLD
IS MEAN/INITIALS
LLF 1, 0
x 1. 0 x 1. 0 x 1. 0 x , 82 x . 915 LLD
IS 140, 0001r170, 000
SCA18: ill = 301-011
1ILLUMINANCE CRITERIA FOR SOCCER FIELDS I
CLASS IHORIZONTAL I
OF PLAY FOOTCANDLE
I 11 1 30 22, 0
ILLUMINANCE CRITERIA FOR BASEBALL FIELDS
CLASS HORIZONTAL HORIZONTAL
OF PLAY FOOTCANDLE UNIFORMITY
Ill 50 1 30 2.0 1 C.5
POLE
HEIGHT
80, BI
8.0 .9 34.9 4.6
3.5 27.5 29,0
1.9 27.6
POLE 1 21.9
, i r- i e�r E rr I +
POLE
HEIGHT
50'
SOCCER FIELD PHOTOMETRIC CALCULATIONS
CLASS OF PLAY (I ES PR-6-88)
FACILITY
CLASS
INTERNATIONAL
I
X
11 1
I
IV
1111
I V
NATIONAL
X
PROFESSIONAL
X
COLLEGE
X
X
33.8
32.
SEMI-PROFESSIONAL
2 8
2 8
X
SPORTS CLUB
X
X
AMATEUR LEAGUES
X
X
HIGH SCHOOL
+
X
X
+
TRAINING FACILITIES
X
X
ELEMENTARY SCHOOLS
X
X
RECREATIONAL EVENTS
SOCIAL EVENT
31.3
33.9
ctAss I FACILITIES WITH SWUM Or 5000 TO 200,000
32.
CLASS Ill No SPECIAL PROVISION FOR SPECTATORS
2
3 2
+
+
+
+
+
28.8
29.7
27,
39.8
3 '8
3 5
3
\35.
+
+
+
4-
1
1
POLE
/31.0
29.4
25.0
37.0
38.6
6
3 9
HEIGHT
+
50'
A3
31.2
33.5
27.
8.7
39.5
1
35 1
2 5
28.2 36.4
+ +
32,0
+
27,
3 .1
36.9
+
33.2
+
1
_j
23.8 34.1
33.8
26.8
32.0
32.5
30
2
+ +
+
+
+
+
+
+
8.0
2�2
2.0
9
2.4
8
1
3.3
30.
? �.2
2 7
+ +
+
+
+
+
+
8.3
35.6
34.8
.3
30,
30
9,8
28.6
2 7
+
+
+
+
+
+
+
31.2
36.1
34.2
3
3
300
29.8
27.9
2 0
33.2
33.2
33.7
31.
.6
30.7
30.0
30.0
2 .9
1.6
34.5
34.
33.1
.0
30.9
30.9
2 4
POLE
+
+
+
+
+
+
+
HEIGHT
29.6
3A.,
34.6
33.8
27.8
.2
34. 2 6
180'
B3
6.
5.1
34.1
32.7
2
1
41.1
30,
.2
34.8
33.3
29.
.2
33.1
31,6
7.7
33,5
32.7
18
26.9
8.8
34.1
.1
2 .6
4.6
8.0 .9 34.9 4.6
3.5 27.5 29,0
1.9 27.6
POLE 1 21.9
, i r- i e�r E rr I +
POLE
HEIGHT
50'
SOCCER FIELD PHOTOMETRIC CALCULATIONS
CLASS OF PLAY (I ES PR-6-88)
FACILITY
CLASS
INTERNATIONAL
I
X
11 1
I
IV
1111
I V
NATIONAL
X
PROFESSIONAL
X
COLLEGE
X
X
SEMI-PROFESSIONAL
X
X
SPORTS CLUB
X
X
AMATEUR LEAGUES
X
X
HIGH SCHOOL
X
X
TRAINING FACILITIES
X
X
ELEMENTARY SCHOOLS
X
X
RECREATIONAL EVENTS
SOCIAL EVENT
X
X
ctAss I FACILITIES WITH SWUM Or 5000 TO 200,000
CLASS 11 FACILITIES FOR SPECIAMRS OF 3000 OR LESS
CLASS Ill No SPECIAL PROVISION FOR SPECTATORS
CLASS IV SOCIAL AND RECREATIONAL ..... tMNCOWEIITIVE
LLF
= LIGHT LOSS FACTOR
ATF
= AMBIENT TEMPERATURE FACTOR
VF =
BF =
VOLTAGE FACTOR
BALLAST FACTOR
LTF
= LAMP TILT FACTOR
LLD
LDD
mm LAMP LUMEN DEPRECIATION
= LUMINAIRE DIRT DEPRECIATION
APROVED BY: DATE;
23.0 28.7 28.9 33.6 34.3 34.3 33.6 28.9 28.7 23.0
+ + + + + Pi'2 + + + f + + P-13
(3d.0 )&D, 354.0 38.0 39.8 Z& 3d.0�8.5 119.8 38.- 34.0 26,030.0)
+ + + Fixture Quantity Curve Init Lum LLF Design Lum
DECAS�HIELD 10100 12 8987 107600 0.720 77616
5.1 3S .0 4 .4
79.4 41,1 3C.0 35.12&7 1
.1. 1 Z9
5
+ + + + + + +
System Units; Feet/Footcanolles
28.2 115.6 3119 42.0 42�2 42. '2.r) 3E.9 35.6 28.2
a + + - + + + + + + Grid Average Max Min Avg/Min Max/M i n CV 41Points
2,15.6 3E.9 42.1 2 A2.0 3,1�.97576 Court 35.9 43. 8 29, 0 1. 24 1. 51 0. 118 32
+ + �4 + +19
+ Cou:rt2 35.9 43, 8 29. 0 1,24 1. 51 0. 118 32
(30.0 5.1 3E.0 41, 39P 41.1 3S.0 35. 30.x) Ppal 34, 1 42, 2 23. 0 1,49 1. 84 0. 162 50
+ + + + + + + +
M Ppo,2 34.1 42< 2 23. 0 1, 49 1, 84 0. 162 50
0
-2
` d
38p -)U�u 34
+ + + + +
1' .5 31.1 37.4 3 8.0 66 0 /�4 31.1 31.
+ + + + + + + + + +
J-
3.0 28.7 28.9 33 6 34.P-( 4.333.628.928.723.
P7 . . . . P8 + + + +
(30.0) (30,0) (3p*. 0)
' r231.0 28,7 28.9 33.6 34.3 34.3 33.6 28.9 28.7 23.0
C]JL 8 Fixture Quant i ty Curve # I n i t Lum LLF Design Lum
pi () + + + + + p 1 . . . .
+ P 2 DECASHIELD 100!0 12 89E37 10760: 0, 72:0 77616
(3C .0 4.0 38.0 39.8 318. 31.0 8. 5 39�8 38.0 34.0 1IL03C.0)
+ + + + + + +' + + + System Units, Feet /Footcand t es
35.1 3 .O 41. i-39,4 39,411 -1 3S.0 35.1 IL? Grid Average Max Min Avg/Min Max/Min CV #Points
+ + + + + + + +
Coulrt3 35.9 43, 8 29, 0 1. 24 1. 51 0. 118 32
28. 2 f 5.6 3r, 9 42.0 4 2.2 42,2 42.0 3fr.9 35.6 28.2 Court4 35.9 43. e 29,0 1, 24 1. 51 01 118 32
+ + + + + + + +
Ppa3 34, 1 42, 2 23, 0 1. 49 1, 84 01 162 50
kck2-35.6 3,19 42.0 47.6DC�12-fl.0 319 35., 8-.6:D�
i
p 3 + + + P' 4 + + 4 + P 5 Ppa• 34, 1 42, 2 23, 0 1. 49 1, 64 0. 162 50
(-? .Ok? -zqp:C .0 9. 41. 1 310 35.1 103C.0)
55.13 0 41A 3
+ + + + + +
7030.0 39.8 85 .53
38 V-6
+ + + + +
r
31.1 37. B.0 38, 0 7.4 31.1 31.
+ + +
.........
3 8.723
33.628,92
Ell 02' .7 zo. p
P + "!--",-F- 17
+ + + + + p 8
LLF = ATF x VF x BF x LTF x LLD x LDD LLD IS MEAN/INITIALS
LLF = 1, 0 x 1, 0 x 1, 0 x 1, 0 x 82 x 95 LLD IS 140, 000/170, 000
(,Lf,C- OF PLAY t !E'S PR-6-88)
FACILITY CLASS
I T I I I I IVI
INTERNATIONAL
NATIONAL
X
VOLTAGE FACTOR
OF i--': FOUCANDLE
BALLAST FACTOR
PROFESSIONAL
X
LLD
= LAMP LUIMEN DEPRECIATION
LDD
COLLEGE
X
X
Engineers,
FiLe.-
SEMI-PROFESSIONAL
X
X
SPORTS CLUB
X
X
AMATEUR LEAGUES
X
X
HIGH SCHOOL
TRAINING FACILITIES
ELEMENTARY SCHOOLS
X
X
X
X
X
X
RECREATIONAL EVENTS
X
SOCIAL EVENT
CLASS I FACILITIES VITH SPECTATOR OF 5000 70 MODD
CLASS 11 rAULMES FOR SPECTATORS OF 5000 OR LESS
CLASS III NO SPECIAL PRovisium rcR SPECTATORS
OlASS IV SOCIAL AND RECREATIONAL..... H€MCDMPETITIVE
LLF
ATF
ILLUMINANCE CRITERIA FOR TENNIS COURTS
CLASS HORIZONTAL
VOLTAGE FACTOR
OF i--': FOUCANDLE
BALLAST FACTOR
111 30 2. G.
= LAMP TILT FACTOR
LLF
ATF
= LIGHT LOSS FACTOR
= AMBIENT TEMPERATURE FACTOR
VF =
VOLTAGE FACTOR
BF =
BALLAST FACTOR
LTF
= LAMP TILT FACTOR
LLD
= LAMP LUIMEN DEPRECIATION
LDD
= LUMINAIRE DIRT DEPRECIATION
TENNIS COUR.Lo PHUTO"METIR"IC URLCULA"'ION"
NOTEj L16WTING 1-44YOUT FUNCTION ANO PEFORMANCE 10 SASE0 ON IBS: (ILLUMINATING EN*NEERING
SOCIETY) STANOARO *RP-(va6 SPORTS LIGHTIN3 HANOZOOK
R" b,pt-tReyLe!R
S
121:07/20:01
14:05:32
Engineers,
FiLe.-
01066-L-29.dwig
CKT,#1 #2
M
POLE SHAFT -
& BASE PL.
HEAVY HEX NUT
POLE & FOUNDATION
ANCHOR
BOLTS
HEAVY HEX
LEVELING NUT
Rvbr r- t Re yet S&K Engimters, Fi(P.- Ol,iO66_L-30.d-wg 1210:7/2001 14,03*26
R5FSRENCE NCTEu
CD; ROUTE CONTROL WIRING TO PLC CONTACTS. PLC CON' TROL SY
CONTROL PM!51. MANLIF�ACTU10MR.
RdbertReyps -j9,K Engineers, Pike- 01066—L-31.dvq 12107121001 11,16:51
TO PATH-WAY AND PARKING LOT
LIGHTING LOAM ON LATE NIGHT
1 3
D I —LIGHTING CIRCUIT
(TYP.)
FROM PANEL "1-15"
TO PATHWAY ANO PARKNG LOT
LIGHTING LOAM OFF EARLY NIGHT
2 4
r —r -r -r
FROM PdNEL "WE511
LIGHTING CONTACTOR,
POLES AS REQUIRED
120V, 10 COIL, 30A WITH
CONTACTS AS REQUIRED
(TYPICAL)
I kid a V I "ll,
M, ri
I
SHEET
ORDERING INF0RMATION
m
umm k-mccat'.
I
CKT. 01 03
0
IN
177��
X. -4rA
11
T.
33A
FUXTURE
0riont.. XD
CATALCG
-2,
13
53, w
DE5CRIPTICN
G01634
NUM55R
5X5 (m
POLE
5UMMA RY
I&L, 250
13R, 36D
$21R, 41D
POLE
X
Y
15A SE DA LL ONLY
1.
IRCF_ S!
S!
S! 17 A14
r
oc-
OD
OE
0 F:
11 G
TOTAL
K,W,
Al
-45A
33.4
50
X4 45b
2
1
MH- Wo
orient.' 3510
ftth
4
6.5
A2
4a.6
-33A
E20.0
I
2
4
111R, 25D
34R, 40D
15'
205
4
6-5.
A3
3155'E
2152
m
umm k-mccat'.
I
CKT. 01 03
0
IN
177��
X. -4rA
11
T.
33A
M 1. 4 500
0riont.. XD
360h
-2,
13
53, w
22, 26
G01634
Go*34
5X5 (m
POLE
5UMMA RY
I&L, 250
13R, 36D
$21R, 41D
POLE
X
Y
M.H.
#A
OB
oc-
OD
OE
0 F:
11 G
TOTAL
K,W,
Al
-45A
33.4
50
X4 45b
2
1
MH- Wo
orient.' 3510
ftth
4
6.5
A2
4a.6
-33A
E20.0
I
2
4
111R, 25D
34R, 40D
15'
205
4
6-5.
A3
3155'E
2152
50.0
I
2
i
3X3 (50)
5X5 (DO)
-t
661633
4
9P.5
A4
286.5
368.6
500
1
2
1
GaW,2
Gel(P34
4
6b
Fole.
54
X 1212
y 383.1
1
rp
ISTO
4
2
la
2e3
52
168A
-13-3
W0
3
3
1
1
1 rp
244
B3
335's
lrooz
W.0
2
3
1
4
1
1
1
13
21.2
83
1212
3133,1
800
5
2
3
2
2
1
15
24A
TOTALS :
165A
Y;
113
15
9
11
3
15
5
"11
1255
m
umm k-mccat'.
I
CKT. 01 03
0
IN
177��
X. -4rA
11
T.
33A
M 1. 4 500
0riont.. XD
360h
-2,
13
53, w
22, 26
G01634
Go*34
5X5 (m
3L
3,
4X4 (M
I&L, 250
13R, 36D
$21R, 41D
Gel(P33
Ge1fP34
GG102
Gel(P.M
G*1634
4X4 (CO)
$X5 (DO)
3X3 (SO)
4X4 (CO)
4X4 (CC)
3�X3 (50)
10,
Both
Pole:
A2
UPL, 360
X4 45b
y.
-314
MH- Wo
orient.' 3510
ftth
-5
20, �V
60, 1B,
10, 20
3X3 (130)
GaUpw
52L,
410
13L, 3&D
111R, 25D
34R, 40D
15'
205
Ga*34
5, 14b
G 163
G616,32
G61633
521., FPID
4R-,
4X4 (CO:)
4X4 (CO)
3X3 (50)
5X5 (DO)
-t
661633
G*1634
pals.
Aa
Ge1l632
X.. MO.$
Y'
21S.2
6`114- 50.0
Orient. 211.0
Vim ca, iRcc
I
I B
or
FIXTURE ARRANGEMENT AND AIMING
Pole,
2W, 2W
32r7, M7
3Brl, 440
360h
2R, 31�D
41BR, 420
ICJ5, 235
325, 330
G01634
Go*34
5X5 (m
21R, 210
4X4 (M
4X4 (CO);
Vim ca, iRcc
I
I B
or
FIXTURE ARRANGEMENT AND AIMING
Pole,
A4
24D
G"34
3X3 (80)
X: 286.5 T.
360h
mw; W.0
Orient. I
ICJ5, 235
325, 330
2W 305
,
24r7 210
,
250 , 3!5
21R, 210
521., 430
IL, 3W
I& R, 250
40R, 45D
Ga1634
Ge1fP34
G01632
G01633
4X4 (CO)
4X4 (CO)
3X3 (130)
r7X91 (DO)
2W U?7)
3X3 (130)
3�X3 (50)
Vim ca, iRcc
I
I B
or
FIXTURE ARRANGEMENT AND AIMING
SEE
CKT. 01 02 03
X 335.'3
'-Zo' 165
15L, 280
eoth
3>6 (SO)
r
24D
G"34
3X3 (80)
4R, 260
Ge"
3X3 (W)
60, 40
115, 1w
I35, 21D
ICJ5, 235
230, 55
BIL, 34D
4OL, 30
14:R 2eV
21R, 210
40R, nD
50, 145
3X.3 (130)
Ge"
G0116132
]OR,
25D
4X4 (M
3X3 (50)
2W U?7)
3X3 (130)
3�X3 (50)
10,
Both
86
35, 255
UPL, 360
t
laL, 44D
25K M
20R, 440
�601612
ftth
aoth
Gslrb.32
G 163
Go*34
3X3 (130)
GaUpw
G01631 4
3X3 (50)
4X4 (CO)
5>5 (DO)
3X3 (00)
15'
205
2W, 15
5, 14b
265, 200
2W 420
30k 350
521., FPID
4R-,
22R, 4!0
43R, 4V
G01633
-t
661633
G*1634
5Nh
GaI634
Ge1l632
G01633
4X4 (CO)
3X3 (50)
4X4 (CO)
3X3 (50)
GaW,2
Gel(P34
Fole.
54
X 1212
y 383.1
M]4-.
wo Orient.,
ISTO
......... ..
50, 25!�
34L,
300
30L,
*P
20L, 310
aoth
0"344
6�1634
3n C150)
4M (M
4X4 i(CO)
Polo.
X:
165A
Y;
S,3 mw- S"
orient-, 3N.0
SEE
CKT. 01 02 03
X 335.'3
'-Zo' 165
15L, 280
eoth
3>6 (SO)
r
24D
G"34
3X3 (80)
4R, 260
Ge"
3X3 (W)
60, 40
115, 1w
I35, 21D
ICJ5, 235
230, 55
BIL, 34D
4OL, 30
14:R 2eV
21R, 210
40R, nD
poth
3X.3 (130)
Ge"
G0116132
Gol6,32
GeI632
4X4 (M
3X3 (50)
3X� (130)
3X3 (130)
3�X3 (50)
10,
240, M
86
35, 255
UPL, 360
13L, 3SO
laL, 44D
25K M
20R, 440
43R 5AD
ftth
aoth
G01634
G 163
Go*34
I
GaUpw
G01631 4
Gel 634
4X4 (CO)
5>5 (DO)
3X3 (00)
4X4 (CO)
4X4 (CO)
SEE
CKT. 01 02 03
X 335.'3
'-Zo' 165
Y., 160.8
M14;
W.0 Orient:
211.0
110, 1,90
115, 1w
I35, 21D
ICJ5, 235
5'1-, 2SP
OL, 260
E)R, 2&P
14:R 2eV
21R, 210
E30th
32
3X.3 (130)
0016N
G0116132
Gol6,32
3X3 (50:)
3X3 (W)
3X3 (50)
3X� (130)
3X3 (130)
245, 110
2911), ' 150
240, M
280, 260
35, 255
UPL, 360
17L, 30D
31R, 33P
54R, 350
10R, 400
Doth
ftth
G01634
G 163
Go*34
Gol&W
G 34
Gal(v34
110, 3.45
110, 310
rpo' 300
2W, 15
245, 130
265, 200
2W 420
30k 350
521., FPID
26L, 40D
22R, 4!0
G01633
-t
661633
G*1634
Gol6w
GaI634
Ge1l632
G01633
4X4 (CO)
3X3 (50)
4X4 (CO)
3X3 (50)
W5 (00)
Fole.
54
X 1212
y 383.1
M]4-.
wo Orient.,
ISTO
245, 310
220 24PO
fI
40; 23 0
br,L, 300
44L, 210
12L,
E30th
3X.3 (130)
3Xa (50)
3X3 (BO)
25r,
I&L, 30D
21L, 300
5oth
G01634
�X3 (m
4X4 (CO)
110, 3.45
110, 310
rpo' 300
52L, 420
2R, 360
12R, 510
2W 420
30k 350
Both
G01633
G*W4
661633
G*1634
Gol6w
5X5, (DO)
4X4 (CO)
5>0 (DO)
4X4 (CO)
3X3 (50)
M q 9
H[
CIT R A N H u A M U^ Nb4"4
mg
Pocb,ertlleycs S,&K Engineers, Fite- 01106,6�L-32.dwg 12/017/2001 11-16:28
'vOLTAr_,E 211/480V
30, 4W
BOLTS
..... ......
F14NEL E31
4LA'
\
IX.
LOCAT I:oN
RESTROCX1 BLDG.
vc)! 2'1114&OV_
ALL `�ONCRETE_ WORK SH4 - BE IN ACCORDANC-F BLJILDINI�
LIVEI NG NUT
ur')
N EL
HEA- HLA NU'
EDITION. FOUNDATION NSTALLATION SHALL BE IN WITH ACI
ION
RES _>rY-1 3LOG
r.5 AS 225
47.
AP, 100 A�T.
'LEVELING NUT
6- C/C
c. REINFORCING STEEL SHALL CONFORM TO THE REQUa�LMENTS OF A',�)fvl
GAP NAX
50T 1011 FEED DO' FLU514 rITC,-_ 7
&ARFACE ,"i Cr 1k,
I"14IN 5RZ _-R
LLIG5 ONLr ❑
(NO GRO'_ IJ
REM #5
2 CLLR
TIES
REMAR<5
510701"1 FEF_E:) n, I_15 L4 ID
LUG5 ONI
REMAWS
CIRCLE.
T
3. SEE PAGE I FOR VtHOR BOLT OUANTIT,, SIZE, IENGTH, AND ROLT
3. SEE F t.7 I FOR ANCHOR BOLT QUANTITY, SIZE, LENG7i, ANO OLT
CIRCLE
2'-0
DESCRIPTION
•_MIN LAP
VOL T - AMfz:,S
L
OUTLETS
DE&GF'7,7Ti0N
VIII iN1.
VOL 7 F'5-
L
1 OU7LETSII
C,
L
VOLT-At-11�5
I DE&CRI:PTIONI
,-�)UTLETS
L
11 OLT -Ar-IF>5
'COLT - AMPS
DES 5CRIFTION
L
C
L
L 1
R
t-1
15
T
AV; C
T
R
117-fRTt,
L
A
G
I L
A
C
545EE5ALL POLE Al
32
A
2OA -2 P
*A-2r-
1
m
7
-;oA-2F-
4
Tj
1
L
32 50
M
L
545EBALL F=n-E A3
1 Al
c
1 325,0 1
R�ESTROOM - INT.
6,20
13r
17
I A
2OA-2F
3
5
4
1
-
4
-
1
- —T-3250
I
A3
A2
I
3250
RESTROO!"I - EXT.
4
&
20A-2P
14
i�W,4-2F-
-20A-:IP'
4
IT
32 50
A4
A2
3250
360
R:E-$TR:�O� - EXT.
HAND DRYER
7
l5w
1
t j A4
I &3I`=ER POLE 51
. . ... .. ... ..... ...
3250 1
4
_%0
TEL. 5ACKBOARD
�OA - 2pl'
15
Ibm
IO!',OA-2F�1
10
4
I
3250
3300
Soc�__ER POLE 51
TENS COURT -3
TEW1151 GIRT "1
1
33
15500
[FMIGATION 1T ,5
SPARE
12
2
3300
TEWS COJRT 03
TEWIS COLIRT
33
4600
I1GATION PUMP (I InHP)
W
VA-2P
13
14120A-701
&
3250
L
�3300
4
121
F1441
TEINNS COURT b4
TEMIS COJRT v,2
13
14
0/
6,
-
4515
T
3 2 5
3
I -
3,300
p 0JRT ,4
IT T,Nf$ C
o
1
120A-IF.Li
11
1 5OCf_-ER ROLE B2
1
_2_p -1
- -
.3250
4
SPAS
77-
30A-�;
3250
5CE:R POLE B2
3250
210
!IS
29>1
1
4
E I
A
22.130A-2Iij
3
'1
1 2440
12,
i -
I -
1
24
1 2 440
1 f
I 500--EIR POLE 53
4
�0,4-2025
26130A
- 2P,'
5
4062
T_�O
_�R POLE E33
3250
Irl
jI
251
4062
SOCCER POLE 53
32L�o
4
I
�OA-2P,2�B
—28
i
SPARE
7 T-
3250
_T
2S
32
30,
SPACE
EOCrER POLE 54
1. 32
a A
WA CZ
3
3413OA-2F
4
J
32
50C,-CER POLE 54
3250
a
PACE S
7*1
1 32!�o
341
3,250
4
-
s
30-A
3
2,440
1
1
1
3&j
3250
S
40
I 4WO
2440
WARE
.55
120A-IF141
-42
20A-IPj
I
5860
I
i
I5PA RE
SIU5 TOTALS
221
12215
3.
3
I
21121
1 231
5U13 TO 1 -
C04K P`14A_�'-F_ TOTAL. A'
43811
46311
C 34540
COW PANEL
TOTAL 0251
I A
MAX CONK LINE CURRENT 11 A1�1P
-5
PANEL TOTAL
125J3 — I L-C I . Urp)
31,28
56.42
KVA 15ALANCED CUR NT
AItf%
DE51GN LOAD KVA
42
I
I
'vOLTAr_,E 211/480V
30, 4W
BOLTS
..... ......
F14NEL E31
4LA'
\
IX.
LOCAT I:oN
RESTROCX1 BLDG.
BUS ,v ii:-& .725 .
ALL `�ONCRETE_ WORK SH4 - BE IN ACCORDANC-F BLJILDINI�
LIVEI NG NUT
ur')
11 \,
HEA- HLA NU'
EDITION. FOUNDATION NSTALLATION SHALL BE IN WITH ACI
TOf= FEED
❑ 5LI A-C_-E rTTC-- CR
t-14IN 5REAKEER
47.
AP, 100 A�T.
'LEVELING NUT
6- C/C
c. REINFORCING STEEL SHALL CONFORM TO THE REQUa�LMENTS OF A',�)fvl
GAP NAX
50T 1011 FEED DO' FLU514 rITC,-_ 7
LLk-S-5 ONLY 1
BOTTON FEED 2 FLU5W MTC-- 17�
LLIG5 ONLr ❑
(NO GRO'_ IJ
REM #5
2 CLLR
TIES
REMAR<5
IT 1�� PERMISSIBLE TO REMOVE EOQK REQUIREMENiS N rL OR
FOUNDATION IN NON' .EIE C REGION
REMAWS
CIRCLE.
T
3. SEE PAGE I FOR VtHOR BOLT OUANTIT,, SIZE, IENGTH, AND ROLT
3. SEE F t.7 I FOR ANCHOR BOLT QUANTITY, SIZE, LENG7i, ANO OLT
CIRCLE
2'-0
DESCRIPTION
•_MIN LAP
VOL T - AMfz:,S
L
OUTLETS
[7E5G R I FT I ON
1555
FOUNDATION DESIGN !S BASES} UPON GEOTECHNICAI EXPLORAIICN
C
T
OUT L
L
VOLT-At-11�5
I DE&CRI:PTIONI
C
OUTLETS,
A
'COLT - AMPS
DES 5CRIFTION
L
7. GEOTEC' NICAL REPORT INDICATES GROUNDWATER WAS NOT
(91H8
ENCOUNTF,10 WITHIN THE DEPTH OF THE CAISSON.
f5
T
A 5 r-
T
�C
L
R
�16
m
L
A
5
r-
PATWWA`VFARKIW,
('20
A
2OA -2 P
1
L
m
2
20A-?F`
23
Tj
1
L
M
L
PAT4WAY/f-AR<W_,
5
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IX.
LOC,4TION
RE5TROOM BLDG-
5z loo
ALL `�ONCRETE_ WORK SH4 - BE IN ACCORDANC-F BLJILDINI�
LIVEI NG NUT
ur')
11 \,
HEA- HLA NU'
EDITION. FOUNDATION NSTALLATION SHALL BE IN WITH ACI
7HEAY HEX
TOP FEED
F71 6UF�=ACE MTr--. [9
MAIN 5R�=AKER ER WO
AP, 100 A�T.
'LEVELING NUT
6- C/C
c. REINFORCING STEEL SHALL CONFORM TO THE REQUa�LMENTS OF A',�)fvl
GAP NAX
A-615 (GRADE 60) EXCEP' THAT CAISSON TIES MAf BE .�S)TM A-615
REIN #5
BOTTON FEED 2 FLU5W MTC-- 17�
LLIG5 ONLr ❑
(NO GRO'_ IJ
REM #5
2 CLLR
TIES
IT IS PERMISSIBLE TO REW.':VE HOOK REQUIREMENTS IN THE TIE BARS FOR
IT 1�� PERMISSIBLE TO REMOVE EOQK REQUIREMENiS N rL OR
FOUNDATION IN NON' .EIE C REGION
REMAWS
CIRCLE.
T
3. SEE PAGE I FOR VtHOR BOLT OUANTIT,, SIZE, IENGTH, AND ROLT
3. SEE F t.7 I FOR ANCHOR BOLT QUANTITY, SIZE, LENG7i, ANO OLT
CIRCLE
2'-0
[(6) 1.5-0 X 5'-0- t7 ANCHOR BOLTS ON 21.00' BOLT CIRCLE]
•_MIN LAP
4. TOTAL (.ONCR7Er" , 4.45 CUBIC YARDS.
2'-0"
REPORT
[7E5G R I FT I ON
5. FOUN ATION DE ";N IS BASED UPON GEOTECHNICAL EXPLORATION
FOUNDATION DESIGN !S BASES} UPON GEOTECHNICAI EXPLORAIICN
L
OUTLETS
C,
PREPARED BY: KLEINFELDER
5uls
FILE NO.: 58-8008-01.902
C
OUTLETS,
L
'COLT - AMPS
DES 5CRIFTION
THE GEOTECHNICAL ENGINEER AS NECLSS,"RY PRIOR TO CONSTRUCTION.
7. GEOTEC' NICAL REPORT INDICATES GROUNDWATER WAS NOT
(91H8
ENCOUNTF,10 WITHIN THE DEPTH OF THE CAISSON.
VERT REINF
C
(9)-#B
FFZ
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5
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SHEAR: 2.7 KIP
K
AXIAL: 3.0 KIP
AXIAL 4.1 KIP
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KVA) PANEL TOTAL 0.04 + LL.L. (,25) 15.45 _,KVA 5A LANCED CURRENT .51 AMP5 DE51GN LOAD — <vA
BASE PL
HEAVY HEX NUT
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to
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...... .. ...
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Q-F CONCRETE SHIALL BE LIMITED) TO A MINIMUM Or 2" %N� A MAXIMUM OF.
&
ALL `�ONCRETE_ WORK SH4 - BE IN ACCORDANC-F BLJILDINI�
LIVEI NG NUT
ur')
Ln
HEA- HLA NU'
EDITION. FOUNDATION NSTALLATION SHALL BE IN WITH ACI
7HEAY HEX
a_Q 2- CLR
.
...... .. ...
//1 _'N/,
..... ......
\X %
SHALL BE Al , ENT'RAIN17f!
_�000 PSI AT 28 DAYS� P
\
IX.
CONCRE7I, S14ALL HAVE A�MAXIMUM WATER/CEMENT RATIO '-,vF 0.4. SLUMP
Q-F CONCRETE SHIALL BE LIMITED) TO A MINIMUM Or 2" %N� A MAXIMUM OF.
&
ALL `�ONCRETE_ WORK SH4 - BE IN ACCORDANC-F BLJILDINI�
:()R
IN
Of
CODE REQUIREMENiS FOR REINFoPrFrj ".ONCREFFE'. ACI 318, LATEST
HEA- HLA NU'
EDITION. FOUNDATION NSTALLATION SHALL BE IN WITH ACI
7HEAY HEX
1><
6" C/c
PIERS", LATEST EDITION
TIES @
'LEVELING NUT
6- C/C
c. REINFORCING STEEL SHALL CONFORM TO THE REQUa�LMENTS OF A',�)fvl
GAP NAX
A-615 (GRADE 60) EXCEP' THAT CAISSON TIES MAf BE .�S)TM A-615
REIN #5
(GRADE 40), ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF
TIES
(NO GRO'_ IJ
REM #5
2 CLLR
TIES
4 NOTES: I NOTES:
FIN GRADE
CONCRETE SHALL HAVE A MINIMUM, COMPRESSIVE STRENGTH OF
//1 _'N/,
i ALL CONCRETE SHAU. HAVE A, MINIMUM COMPRESSIVE STRENGTH OF
CONCRE7 �95-'1.57`
\X %
SHALL BE Al , ENT'RAIN17f!
_�000 PSI AT 28 DAYS� P
\
IX.
CONCRE7I, S14ALL HAVE A�MAXIMUM WATER/CEMENT RATIO '-,vF 0.4. SLUMP
Q-F CONCRETE SHIALL BE LIMITED) TO A MINIMUM Or 2" %N� A MAXIMUM OF.
OF CONCRETE SHALL BE LIMITED TO, A MINIMUM 07 2" AND 4. MAXIMUM OF
ALL `�ONCRETE_ WORK SH4 - BE IN ACCORDANC-F BLJILDINI�
WORK SHALL BE IN' A��"ORDANCE W�7H BUILDING
ALL CONCRETE v
CODE REQUIREMENTS FOP REINFORCED CONCPE7_71 A"J 3116, LAiLST
CODE REQUIREMENiS FOR REINFoPrFrj ".ONCREFFE'. ACI 318, LATEST
_J ZION. FOUNDATION INSTALLATION SHAI-L. SEE IN AC(I'ORDANCE flTH, AC:
EDITION. FOUNDATION NSTALLATION SHALL BE IN WITH ACI
TIES @
336, 'STANDARD SPECn-CATIONS FOP, THE CONSTRUCTION OF DRILLED
6" C/c
PIERS", LATEST EDITION
TIES @
A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615
6- C/C
c. REINFORCING STEEL SHALL CONFORM TO THE REQUa�LMENTS OF A',�)fvl
2. REINFORCING STEEL SHALL CONFORM TO THE REQI �3F 1,17-V
TF!4-
A-615 (GRADE 60) EXCEP' THAT CAISSON TIES MAf BE .�S)TM A-615
REIN #5
(GRADE 40), ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF
TIES
STANDARD PRACTICE FOR DETAILING 1RE114FORCED CONCRETE, STRUCTURES",
REM #5
ACI 315, LAI-EST EDITION, UNLESS DETAJI '_ ED OTHERWISE ON THIS DRAWINC.
TIES
IT IS PERMISSIBLE TO REW.':VE HOOK REQUIREMENTS IN THE TIE BARS FOR
IT 1�� PERMISSIBLE TO REMOVE EOQK REQUIREMENiS N rL OR
FOUNDATION IN NON' .EIE C REGION
F" C/c
CIRCLE.
T
3. SEE PAGE I FOR VtHOR BOLT OUANTIT,, SIZE, IENGTH, AND ROLT
3. SEE F t.7 I FOR ANCHOR BOLT QUANTITY, SIZE, LENG7i, ANO OLT
CIRCLE
2'-0
[(6) 1.5-0 X 5'-0- t7 ANCHOR BOLTS ON 21.00' BOLT CIRCLE]
•_MIN LAP
4. TOTAL (.ONCR7Er" , 4.45 CUBIC YARDS.
2'-0"
REPORT
\_NIN LAP
5. FOUN ATION DE ";N IS BASED UPON GEOTECHNICAL EXPLORATION
FOUNDATION DESIGN !S BASES} UPON GEOTECHNICAI EXPLORAIICN
REPORT
REPORT
PREPARED BY: KLEINFELDER
PREPARED BY: KLEINFELDER
FILE NO.: 58-8008-01.002
FILE NO.: 58-8008-01.902
DATED: k-LAY 14, 1999
DATED- MAY 14, 1909
S. CONTRACV,,,i SHALL READ THE GEOTECHNICAL REPORT AND CONSULT
6. CONTRACTOR SHALL READ JHE GF0`7CHNICAL REPORT AND CONSULT
THE GEOTECP,!ICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION.
THE GEOTECHNICAL ENGINEER AS NECLSS,"RY PRIOR TO CONSTRUCTION.
7. GEOTEC' NICAL REPORT INDICATES GROUNDWATER WAS NOT
(91H8
ENCOUNTF,10 WITHIN THE DEPTH OF THE CAISSON.
VERT REINF
8. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE
(9)-#B
LOADS:
VERT REJNF
VOMENT: 178-2 F-1-KIPS
MOMENT: 229.9 FT-KIPS
SHEAR: 2.7 KIP
FULL HEIGHT
AXIAL: 3.0 KIP
1 51-16.0
L SHAFT
0 N� N
A _N H'O F E3
POLE SHAFT -
& BASE PL
HEAVY HEX NUT
I
40T TO SCALE)
p.m
4 NOTES
T FIN GRAD
ALE
1. A[
SIC 2
NT5
ANCHOR BASE F0UNDr/'1,T !ON
(NOT TO SCALE)
FANEL 5CHEDULE5 F E E32 AND E,4
EMPLATE
NNID hjUTI�
:2
C
SHAFT
0 FR
I FIN GRADE
CONCRETE SHALL HAVE A MINIMUM, COMPRESSIVE STRENGTH OF
"I'Y
3000 PS AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6-1.5%).
X
CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.4, SLUMP
07 CONCRETE SHALL BE LIMITED TO A MINIMUM OF 2' AND A MAXIMUM Or"
\
IX.
6'. ALL CONCRETE WORK SHALLI BE IN ACCORDANCE WITH 'THE BUILDING
Q-F CONCRETE SHIALL BE LIMITED) TO A MINIMUM Or 2" %N� A MAXIMUM OF.
CODE REQUIREMENTS FOR REINFORCED CONCRETE ", ACI 318, LATEST
ALL `�ONCRETE_ WORK SH4 - BE IN ACCORDANC-F BLJILDINI�
EDITION. FOUNDATION INSTALLATION SHAT BE IN ACCORDANCE WITH ACI
CODE REQUIREMENTS FOP REINFORCED CONCPE7_71 A"J 3116, LAiLST
336, 'STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRIED
_J ZION. FOUNDATION INSTALLATION SHAI-L. SEE IN AC(I'ORDANCE flTH, AC:
PIERS ®, LATEST EDITION.
TIES @
17,7 ST
HTERR I
ARCH AIE _GN GROUP
6" C/c
2. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM
TC
A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615
LAND UPE J.CHTTEMURE
(GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM, TO -MANUAL OF
2. REINFORCING STEEL SHALL CONFORM TO THE REQI �3F 1,17-V
TF!4-
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES',
REIN #5
ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING,
TIES
IT IS PERMISSIBLE TO REMOVE HOOK REQUIREME147 IN THE 11E BARS FOR
STANDARD PRACTICE FOR DEINLING REINFORCED CO':, _R E 7t S, i '
FOUNDATION IN NON-SEISMIC REGION.
18° C/C
TEES
IT 1�� PERMISSIBLE TO REMOVE EOQK REQUIREMENiS N rL OR
3. SEE PACE I FOR ANCHOR BOLT QUANTITY, SIZE, LENGTH, AND BOLT
.-OUNDAT01 IN NON-SEISMIC ;ION,
CIRCLE.
T
[(8) 1.5"0 X 5'-G" LG ANCHOR BOLTS ON 22.00" BOLT CIRCLE]
3. SEE F t.7 I FOR ANCHOR BOLT QUANTITY, SIZE, LENG7i, ANO OLT
4. TOTAL CONCRETE = 4.45 CUBIC YARDS.
2'-0
DATE _2 Hr„
•_MIN LAP
5. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL EXPLORA111ON
4. TOTAL CONCRETE = 4.63 CUBIC YAPr6.
REPORT
PREPARED BY- KLEINFELDER
FOUNDATION DESIGN !S BASES} UPON GEOTECHNICAI EXPLORAIICN
FILE NO-- 58-8008-01.002
REPORT
DATED: MAY 14, 1999
PREPARED BY: KLEINFELDER
6. CONTRACTOR SHAD READ THE T r' GEOTECHNICAL REPORT AND CONSULT
I
FILE NO.: 58-8008-01.902
THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION.
DATED- MAY 14, 1909
7. GEOTECHNICAL REPORT INDICATES GROUNDWATER WAS NOT
6. CONTRACTOR SHALL READ JHE GF0`7CHNICAL REPORT AND CONSULT
ENCOUNTERED WITHIN THE DEPTH, OF THE CAISSON.
THE GEOTECHNICAL ENGINEER AS NECLSS,"RY PRIOR TO CONSTRUCTION.
8. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE
(91H8
LOADS:
VERT REINF
MOMENT: 202.3 FT-KIPS
8. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE
SHEAR: 3.0 KIP
FULL HEIGHT
AXIAL 3.7 KIP
ANCHOR BASE F0UNDr/'1,T !ON
(NOT TO SCALE)
FANEL 5CHEDULE5 F E E32 AND E,4
EMPLATE
NNID hjUTI�
:2
C
SHAFT
0 FR
I FIN GRADE
i, ALL CONCRE"It SHAL HAVE A MINIMUM COMPRESSIVE STRENGDn' OF
"I'Y
U U N`A
RANCH CU'AM^
3000 PSI AT 28 DK'S. qHAL1,I ENTRAINED (6-ill
FF NR
/X,
CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF C.r SLUMP
Q-F CONCRETE SHIALL BE LIMITED) TO A MINIMUM Or 2" %N� A MAXIMUM OF.
ALL `�ONCRETE_ WORK SH4 - BE IN ACCORDANC-F BLJILDINI�
DATE: sie.:2-
CODE REQUIREMENTS FOP REINFORCED CONCPE7_71 A"J 3116, LAiLST
_J ZION. FOUNDATION INSTALLATION SHAI-L. SEE IN AC(I'ORDANCE flTH, AC:
DESIGN
33), ' iANDARD SPECIFICATIONS FOR T HE CONSTRUC1110N OF DRILL-L)
17,7 ST
HTERR I
ARCH AIE _GN GROUP
PIERS", LAI-EST EDITION.
TC
TIES @
LAND UPE J.CHTTEMURE
C/c
2. REINFORCING STEEL SHALL CONFORM TO THE REQI �3F 1,17-V
TF!4-
DRAWN
EO
A-615 (GRADE 60'� EXCEPT CAISSON TIES MAY K ASTV
SITE ELPAI ING
10621 CHR Lfi, 1.r� ',ET LTrl 106
f
RAICHO 1`112MON"Af
(GRAX 40t. ALL REINFORCIN OETAILS SHALL CONFORk,, ilwNUAL OF
STANDARD PRACTICE FOR DEINLING REINFORCED CO':, _R E 7t S, i '
R C7V
ACI 315, LATEST EDITION, UNLESS DETAILED OTHF �fl'SL r,� 1`11-fls 101,q�'.
TEES
IT 1�� PERMISSIBLE TO REMOVE EOQK REQUIREMENiS N rL OR
.-OUNDAT01 IN NON-SEISMIC ;ION,
8" c c,
T
5C E 1CHECK0
NI Li
3. SEE F t.7 I FOR ANCHOR BOLT QUANTITY, SIZE, LENG7i, ANO OLT
CIRCLE
DATE _2 Hr„
[(8) 1,5'0 X 5', 0' LG ANCHO,N BOLTS ON 22.00' BOLT CfCLE
4. TOTAL CONCRETE = 4.63 CUBIC YAPr6.
M: N LA
FOUNDATION DESIGN !S BASES} UPON GEOTECHNICAI EXPLORAIICN
REPORT
PREPARED BY: KLEINFELDER
FILE NO.: 58-8008-01.902
DATED- MAY 14, 1909
6. CONTRACTOR SHALL READ JHE GF0`7CHNICAL REPORT AND CONSULT
THE GEOTECHNICAL ENGINEER AS NECLSS,"RY PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL REPORT INDICATES GROUNDWATER WAS 9 OT
ENCOUNTERED WITHIN THE DEPTH OF THE CAISSON.
8. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE
LOADS:
VERT REINF
MOMENT: 229.9 FT-KIPS
SHEAR: 3.2 KIP
FULL HEIGHT
AXIAL 4.1 KIP
ON I
A �S I-01 NE) 1
(NOT TO SCALE)
ROLE E31
SALE
NT6 I I I
DFFS,CRIPTIN
E
OF REVISION DATE A IPPROVE D
"I'Y
U U N`A
RANCH CU'AM^
I�NCHU` ETIWANDA PARK
E "CT C
L E RICAL PANEL SHEDULES
I?PROVED BY:
DATE: sie.:2-
PITY ENGIMEER
DESIGN
17,7 ST
HTERR I
ARCH AIE _GN GROUP
RECOMPHED
TC
LAND UPE J.CHTTEMURE
DRAWN
EO
SITE ELPAI ING
10621 CHR Lfi, 1.r� ',ET LTrl 106
f
RAICHO 1`112MON"Af
HEE F T
I
(909) �B4-21800 Pll� (903) 4,1 B�-2802
DKAWTNG NO'
T
5C E 1CHECK0
NI Li
PT °` 'N 'O. 9 +, 32
4 -30-0i
DATE _2 Hr„
SHEET OF
5ERVICE ENTRANCE GROUNDING DETAIL
6WITCHBOARC) "Me>A II' - ELEVATION
SCALIE
NINE 2
SINGLE LINE DIAGRAM
POLE SHAFT
POLE & FOUNDATION
z
2�: c,
IS
& BASE PL.
ANCHOR
uj u-J
HEAVY HEX NUT
BOLTS
0
0::
0
=
CL
n
HEAVY HEX
X
LEVELING NUT
2" GAP (MAX.
(NO GROUT)
-T
4WP
-j 2" CLR
NOTES:
FIN GRADE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE SHALL BE
AIR ENTRAINED
CONCRETE SHALL HAVE A
MAXIMUM WATER/CEMENT RATIO OF O.I. SLUMP OF
CONCRETE SHALL BE LIMITED TO A MINIMUM OF 2" AND A
MAXIMUM OF 6", ALL CONCRETE WORK SHALL BE IN
TEMPLATE
ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR
AND NUTS
REINFORCED CONCRETE", ACI 318, LATEST EDITION.
'INSTALLATION
FOUNDATION SHALL BE IN ACCORDANCE WITH
TIES 0
ACI 336, "STAND'AR;D SPECIFICATIONS FOR THE
6" C/C
CONSTRUCTION OF DRILLED PIERS", LATEST EDITION,
2. REINFORCING STEEL SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A-615 (GRADE 60) EXCEPT THAT
REM #5
CAISSON TIES MAY BE ASTM A-615 (GRADE 40). ALL
uj
-j
TIES @
REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF
z
18'. C/C
STANDARD PRACTICE FOR DETAILING REINFORCED CONC: ET:E
R
0
4" CtR
STRUCTURES", ACI 315, LATEST EDITION, UNLESS DETAILED
-��7q
OTHERWISE ON THIS DRAWING. IT IS PERMISSIBLE TO
REMOVE HOOK REQUIREMENTS IN THE TIE BARS FOR
FOUNDATION IN NON-SEfSMIC REGIO-N,
ZD
2'-0'
3. SEE PACE I FOR ANCHOR BOLT QUANTITY, SIZE,
LENGTH, AND 80-LT CIRCLE.
MIN LAP
[(4) 1"0 X 3'-4- LG ANCHOR BOLTS ON 13.50" BOLT
CIRCLE]
4. TOTAL CONCRETE = 1.64 CUBIC YARDS.
5. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL
EXPLORATION REPORT
PREPARED BY: KLEINFELDER
FILE NO.: 58-8008-01-002
DATED: MAY 14, 1999
6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT
AND CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY
PRIOR TO
VERT REINF
CONSTRUCTION.
FULL HEIGHT
7. GEOTECHNICAL REPORT INDICATES GROUNDWATER WAS
NOT ENCOUNTERED WITHIN THE DEPTH OF THE CAISSON.
8. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING
--------
SERVICE LOADS:
2 6
0
MOMENT: 37.0 FT-KIPS
SHEAR: 0.9 KIP
SHAFT
AXIAL: 0.8 KIP
$CALA
ANCHOR BASE
FOUNDIATI()N
NONE