HomeMy WebLinkAboutHeritage Park Tot Lot Redesign I
DEVELOPER/OWNER
L.ANDSCAPE ARCHITECTURAL PLANS
CITY OF RANCHO CUCAMONGA ,
10500 CIVIC CENTER DRIVE
P.O. BOX 807 ,
H R1 AGE COMMUNITY PARK ( TOTmLOT REDESIGN )
RANCHO CUCAMONGA, CALIFORNIA 91729
AT
HILLSIDE AVE AND ERYL AVEI
I .
VICINITY MAP GENERAL NOTES - SHEET
INDEX
L-1 TITLE SHEET
.Almond St. HERITAGE COMMUNITY GENERAL NOTES: L-2 CONSTRUCTION PLAN
-4— PARK SITE1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE L-3 CONSTRUCTION DETAILS
THE PLANS AND ANY DISCREPANCIES SHALL BE FOLLOWING CRITERIA: L-4 CONSTRUCTION/GRADING DETAILS
Hillside Rd. � , BROUGHT TO THE ATTENTION OF THE LANDSCAPE "
ARCHITECT AND THE CITY. BETWEEN CITY-MAINTAINED TURF AND CITY MAINTAINED /'
_ SHRUB AREAS -8"WIDE X 6" DEEP CONCRETE HEADERS. L–
BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE –TB TOT LOT RUBBER SURFACING LAY OUT
• 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM ' -
THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. MAINTENANCE 8'WIDE X 6"DEEP CONCRETE HEADERS.
BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTE L-5 GRADING PLAN
NANCE-6"WIDE X 6"DEEP CONCRETE HEADERS.
3. ALL WORK SHALL BE PERFORMED ACCORDING TO " BENEATH METAL FENCING DCITY L-6 IRRIGATION PLAN
Banyan St. . r j I CURRENT CITY STANDARDS AND THE CURRENT MAINTENANCE 6"WIDE X 6""DEEPEEP CONCRETE
RETE HEADERS.
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION. 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS L-7 IRRIGATION DETAILS
CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK
4. THIS WORK SHALL BE INSTALLED BY A LICENSED LAYOUT SHALL BE MADE IN THE FIELD, AD ADJUSTED AS
Rancho Cucamonga CONTRACTOR WHO SHALL CARRY WORKMAN'S NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY L-8 PLANTING PLAN
THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
COMPENSATION, PUBLIC LIABILITY AND PROPERTY PRIOR TO FINAL CONSTRUCTION. L-9 PLANT
p 19th St. �: DAMAGE INSURANCE AS REQUIRED BY LAW. PLANTING DETAILS
56L14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER
` 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO THE FOLLOWING CRITERIA.
EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND
RED HILL COMMUNITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
0° PARK SITE WORKING DAYS PRIOR TO CONSTRUCTION. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN
AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE
,t 6. AT THE CONCLUSION OF ROUGH GRADING, AN CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
Baseline Ave. °' DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,
' > AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO AS DETERMINED BY THE CITY INSPECTOR.
41
\ " Q THE CITY INSPECTOR, AND ALL RECOMMENDATIONS ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND
FROM THIS REPORT SHALL SUPERSEDE SOILS ACCEPTANCE BY THE ENGIN
EERING DIVISION.
CCS AMENDMENT RECOMMENDATIONS SHOWN ON THE PUBLIC TREES ARE TO BE PLANTED PER PUBLIC
3 PLANS.
IMPROVEMENT PLANS ONLY.
L
7. WALL FOOTINGS AND REINFORCING SHALL NOT BE
15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
Q CONSTRUCTION AND STRUCTURAL CALCULATIONS A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911
HAVE BEEN APPROVED BY THE CITY ENGINEER. JAMES FREI
Foothill Blvd. • M,,
8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A B. GENERAL TELEPHONE (800)483-3000
2'WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL
N SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200
TOE OF SLOPE.
`, D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591
"J N.T.S. 9. UPON COMPLETION OF INSTALLATION, AN 10440 ASHFORD AVENUE
� ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON 9641 SAN BERNARDINO ROAD
RANCHO CUCAMONGA,CA 91730
v, WRITTEN VERIFICATION FROM THE INSPECTOR THAT
Q MAINTENANCE PERIOD(TYPICALLY 30 DAYS)SHALL ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE E. METROPOLITAN WATER DISTRICT (909)593-7474
It ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, F. COMCAST (909)983-9895
FLOWER COLOR, TURF ESTABLISHMENT OVERALL DUPONT ST.
MAINTENANCERESPONSIBILITY MAP PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE (PORTION RED HILL)
OF THE IMPROVEMENTS. MAINTENANCE SHALL ONTARIO,CAA 91762 CONSULTANTS
INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING
RAISING TREE ROOT BALLS WHICH SETTLE BELOW G. MARKS CABLEVISION (800)568-2757
GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS FOOTHILL BLVD. #120
ARE NECESSARY FOR PROPER CARE AND UPKEEP. RANCHO CUCAMONGA, CA 91730
REPLACEMENT,CLEANING, AND ADJUSTING NECESSARY H. SOUTHERN CALIFORNIA EDISON COMPANY (800)665-4555
5 L A N D S C A P E
ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO 7951 REDWOOD AVE.
FINAL ACCEPTANCE OF THE WORK BY THE CITY. FONTANA, CA 92336 --
WORK LMT UNE � ARCH I T E C T U RE10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE
01 1 01 LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS SITE PLANNING'LANNING
REQUIRE A P.C.A. RECOMMENDATION.
00�
PA PA O 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER 10621 Church Sof@@t
/ — — / THE DIRECTION OF A CALSENSE REPRESENTATIVE,
01 PHONE NUMBER 760-438-0525. Suite 106
// ExlerMp TURF AREA �I PA PA CA..
/
/ 00 Rancho Cucamonga
01
01
^I �` . ` CA 91730
% , � ., i T ,, : %
(909) 484-2800
O Fax (909) 484-2802
/ EX16fMq TU1F AREA / { ;r
01
` ` / Richard Krumwiede
/ i % �:. CA Lic. #2834 AZ Lic. # 29115
� NV Lic. # 446
w.°l3REEM _ri
' 01 LANDSCAPE QUANTITIES
f
/
00
w - / C O I
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/ ® `° � i� DISRUPTION OF EXISTING IRRIGATION/LANDS AP
C E p u- A4.4G�� +Ts. L-2 , L 3. �. E �.- v I li4/o3
/ PA - n
� PA / THIS PROJECT IS CONNECTED TO,OR WILL DISRUPT,AN EXISTING CITY-MAINTAINED LANDSCAPED AND IRRIGATED AREA. \ DESCRIPTION O F REVISION
W*' ® /////, PRIOR TO ANY NEW CONSTRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE CONDITION OF EXISTING AREAS DATE APPROVED
/ ' SHALL OCCUR WITH THE CONTRACTOR,CITY INSPECTOR,AND A CITY MAINTENANCE REPRESENTATIVE. AFTER THIS MEETING,
/ . _ /
/ / AND AT THE START OF THE NEW WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EXISTING
j LANDSCAPE,AND SHALL MAINTAIN ALL AREAS SHARING THE SAME CONTROLLER AND/OR METER UNTIL THE MAINTENANCE
CITY of RANCHO CUCAMONGA
/ PERIOD FOR THE NEW CONSTRUCTION INDICATED ON THESE PLANS IS COMPLETE(AS DIRECTED BY THE CITY INSPECTOR),
PA
r
/ A FOLLOW-UP INSPECTION OF BOTH NEW AND EXISTING AREAS IS REQUIRED PRIOR TO THE CITYS ACCEPTANCE OF THE NEW
'` PES `'`" '~ _ _= `= . ADEQUATELY WATERr HERITAGE COMMUNITY PARK
ExWOM TUW AMA
/ AREATHE EXISTING IRRIGATION SYSTEM SHALL BE ADJUSTED AS NEEDED TO THE ALTERED AREAS, O
', �� V ;_ / AND ANY DAMAGED PLANTINGS REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. ACCESS TO THE EXISTING q T
1 IRRIGATION CONTROLLER CABINET WILL NOT BE ALLOWED WITHOUT THE CONSENT OF,AND SUPERVISION BY THE CITY. THE Z
CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE MAINTENANCE DEPARTMENT FOR CABINET ACCESS. ►•-� HILLSIDE AND BERYL
711
' U
=____
•, TITLE SHEET
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CONTRACTORS SAFETY NOTE:
APPROVED BY. _ DATE ✓ a
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/ / i N� APF \ n
'''�,' PA Sf . T�Ar M j/i� ' CtI
CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL 4
01# / HE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL PROVIDE TEMPORARY CHAIN LINK Krwnip 9� CITY E N G I N E E RCE N o . 2 953
v
f, FENCING AT WORK LIMIT LINE, WARNING CONES,BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. I DESIGN IGN GROUP >
ARCHITERRA UP REOfMINEIDED
'' _� �, JAF
'' iiii iLANDSCAPE ARCHITECTURE O
SITE PLANNING 0
>� �► c-s , * 10521 CHURCH CH STREET, STE 106tie'L DRAWN, RANCHO CUCAMONGA, CA 91730
SHEET QV r
\ JAF (909)484-2800 FAX: (909)484-2802Daft
�rF of ca��Fo�' CHECKED DRAWING NO.
RwK DATE 04-21-01 RLA NO. 2834 1 ?7 3 - L-. n
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ARCHITERRA 99036 SHEET OF Id
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EXISTING BOULDER NOTE: EXISTING WOOD TIMBER NOTE: CONSTRUCTION LEGEND.
ALL EXISTING BOULDERS THAT ARE NOT USED CONTRACTOR SHALL REMOVE ALL EXISTING
SHALL BE STOCKED PILED ON SITE. AREA TO BE WOOD TIMBERS, WOOD PLAY STRUCTURES,
``Q SELECTED BY A CITY REPRESENTATIVE. CONT- SAND AND BOULDERS AND DISPOSE OF OFF SITE,
TRACTOR TO TEMPORARY FENCE AREA OFF. OR AS DIRECTED BY THE CITY OF RANCHO I WORK LIMIT LINE Q
C'6 CUCAMONGA. Existing concrete sidewalk to remain. Contractor b protect in
1 p
, / Q Existing wood benches to remain. Contractor to protect in place.
/ /
% i O 4"thick medium broom finish, natural color Concrete Walkway. See Detail A, Sheet L-3.
i 31 �o'-o• e'-o" d'-or 01
g'-o' /
/ 0 O Score Joints in concrete paving. See Detail B, Sheet L-3.
/ 28 1 13 3 28 3 6 2 9 28 1
00
/ N PP• `-°�'�G•j,4 01
04 O 6"x 8"Concrete Mowcurb. See Detail C, Sheet L-3.
5 F.K A r^ sP t� o" 0 O 6"wide trar>sition Curb. See Detail D, Sheet L-3.
i - - -- - - - - - - ! Q *18"high x 36"wide Poured-in-Place natural color Concrete Seating Bench w/Skate Blocks. See Detail E, Sheet L-3.
01
140 % 130' 10' 100' 90' 80' 70' 60' 50' 40' 30' 0' 10 0 t18"high Slump Block Wall with Block Par w/Skate Blocks. See Detail F Sheet L-3.
/ / Q sip �p
01
j 8 20 12 ,: : _ . 10 j O Concrete Steps with Hails. See Detail G b H, Sheet L-3.
A PA /
/ ,.-EXI-qTIN '2TtJR ARF PA
_. -- - - - _ _ : _ • j 0 110 dia. Galvanized Pipe Guard Rail.Contractor b construct and install per A.D A. requirements.See Detail H b I, Sheet L-3.
11 27 8 /
10 / 01
• - - : i 1 relocked Boulders of various sizes from
/ 10 /
Q Exiin9 existing site. See Dail J K, Sheet L-3.
�� I , 1
x" 11 k �TUR , ; - > 21 � 12 Play Equipment safety fall zone.
1�� t_ _ /
12 30 8 ; 9 6 30 � Q Structure
Loop Bike Rack, Model#100102A, Tender Tuff Coated,color b be brown,Bike Rack available from:Coact Rec mabon„949)
00
20' BER 4 . = /
553-8065, Detail E, Sheet L-4.
20 XISTING TURF AREA >a Bound Poured-M-Place Rubber Surface Surface America See construction
r / Y by plan for colors in d areas. Rubber sw face
rA6 j available from:Coast Recreation-(949)5:a3-s065. See Detail L , M b N, Sheet L-3 for slob-surface.
/ -.� :- u Structure w/signage(Desert Area)Quote No. 1197311 A. Structure available from:Coast Recreation-(949)553-8065.
1501
i ' BEIGE SLG 24 28 --- ---- --- -- 14 L� rlv 30 12 %
30 _ 0' , rb Play SUMUe w/signage(Mountain Area)Quote No. 1197311 C. Play Structure available from:Coast Recreation-(949)553.8065.
% 8 14 4 � � `�� 01
, i� Play Structure w/signage(Ocean Area)Quote No. 1197311 B. Struchre available from:Coast Recreation - (949)553-8065
MED. t-,H E E i A TYPICAL TOT LOT /
,� i Gj ,-'- k s'aNAc�E 01
is Single Post Swing Set(Ocean Area)Qoute No. 122837A. Structure available from:Coast Recreation-(949)553.8065.
11 , 01
40 �' Y' : 40' � 19 Ll BLJE 01 Club House w/Arch Roof, Model No. 100121.Available from:Coast Recreation-(949)553-8065.
,
�- , 01
16 8 11 O 2"Arched Tot Swing 4-place,w/bucket seats(Mountain Area)Quote No. 100048. Available from:Coast Recreation -(949)553-8065.
i 2 r Play Structure Train Engine and 2 cars(Mountain Area)Quote No.100001 AS. Available from:Coast Recreation-(949)553.8065.
24 11 V7 / Q
50 :, / 22 18'dia.Octagon , Model No. 19 Oregon Model,w/standing seam roof w/cupola and zinc primer. Made by Classic Recreation Systems. Available from:
TALK TUBE EVE l� C ( 1 , •SI -. 'C - /
'� ` " 14 50 Q
k i Hanson Associates, inc., 714 538-5876. Instal r manufacturers recommendations. Roof color to be Tahoe Blue.
8 14 { ) per
19
3 / Barrer Free Pedestal Drinking Fountain in Steel, Haws Model#13503SS,Available from:Specification Sales, Attn:Mark CambeN,
41 / Q {909)
30 6'. 01 5947088. See Detail A, Sheet L-4.
- `` - ` " - -" Precast Concrete Picnic Table, Model#QLBT-84-PT,color natural concxele, texture light sandblast. Picnic tables available from:
/ 01
6 / Q
ro S0'
01 :! '� Quick Crete Products-(909)737.6240.
E3EIG 8 7 PA /
' 9 6 /
>g `
�. �' rr 0 2S Precast Concrete Porpoise, Model#TF7-060, Available from:Wasua Tile. Attn:Mr. Francs Hamele-(800)231-4836. Install per
% �.'� aGLD 8 4 8 .J^ ; manufacturers recommendations.
% 70 dr t BEAR
or 70' 26 Precast Concrete Whale, Model#TF7010, Available from:Wasua Tile-(800)231-4836, Install per manuf. recommendations.
j A7 22 i O Pre-cast Concrete Turtle, Model#1106. Available from:Dura Art Stone-(909)350-900, Install per marwf.recommendations.
/ % 28 Concrete Waste Container, Model#FTF1175 Available from:Wausau Tile- 800 231
01
LL1 % 4 � 9 8 . / '
{ ) -4836. See Detail B, Sheet L-4.
A 'C
z / A a %
.� % 80 _ - -,�'�• �������������/ O Precast Concrete Bear, Model#104,Available from:Dura Art Slone- (909)350-9000, Install per manut. recommendations.
_ 9
8 i
~ / 24 , 3o Min. 18"deep Clean Silica Sand#16 or organic matter. Sand available from: McClinton Materials,
N �.i ,.! . .`! 6 equal. Sand to be free of siks and
Q
909 735x9200. kastall TREVtRA
� � � _ - - / ( ) Spunbourld 40 oz. Filter Fabnc#1114 between compacted finish grade arxf sand. See Detail C,
7% 6 11 t g - 14 3 8 6 6 ^ ! 4 Sheet L�.
3 O , �' 90' � z z 1 8"wide Concrete Mowaurb, See Detail C, Shoot L-3.
i J 32 Tree Protection fencing-4'high Orange Plastic Safety Construction Fencing w/2"dia.galvanized pipe stakes at 6'on center. See Detail F, Sheet L-9.
00
t01 .
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01 8 •t �. 002
_
% I 17 11 >� �� _ 9 �' 28 ! J
�, 100 ;� CONSTRUCTION NOTES
01 100 - - Gj 1 / Y
/ '
/ 14 �rA.l=s 12 8 O
0 EXISTING - "" ' ' / 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS
_ / OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE
''♦♦j 30 14 BLU ' BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
♦/,
110 ��:.'• -' _ - N _ _ , ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
10 01` `, - �` 1 1 FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
''♦i♦/ PA 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS.
/ STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR
/, 11 aN / TO EXCAVATION OF FOOTINGS.
' / 3. ALL FORMS AND ALIGNMENTS OF PAVING,WALL/FENCE LAYOUT,AND SPECIAL PAVING AREAS SHALL
12O' , a , - '' - 0 BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO POURING(GIVE A
♦ 01 MINIM M OF 48 HOURS NOTICE).
17 - S ^ T'�T� 04 4. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN.
'moi o i - - ..�_. •..� -•
/� ' ;'- ;- . j 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
130
�, ♦/, ` T TUBE vE _ - c - 11 /I UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST
-i NYMALE 11 - ; / INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
130
Ile
'101.22 _�• - _ j;; . • 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS
O REQUIRED. REFER TO IRRIGATION PLANS.
'♦ N •`• 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS
'♦ / REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.
140' '� - _ - - :. - -_ : _ _-- -_ • - _. _ -
♦ 1: : , - 14O' / 8. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE
4 24 AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS.
-��: asp ._ •.• -, -.� - - ��-:: • _ - ' _ ',• - - -
9. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT
• /2S ,,;., . . ..;i� - - . .. -.-•- - _-.-. .. . . - CHANGES AND SHARP TRANSITIONS. Q/� BUILD G01CR�GT1 ON 1a/4/oS
1 10. ALL CURVILINEAR WALKS,CURBS, HEADER BOARDS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH DESCRIPTION OF REVISION
:ri! CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGOMNG DATE APPROVED
140' 130' 120' 110' 100' ♦,90' 80' 70' 60' 50' 40 30' 20' 10' THAT PHASE OF WORK.
11. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES ANDIOR ELEVATIONS,THE CITY o f RANCHO C
6 8 25 12 11 17 30 8 / DESIGN ELEVATION SHALL TAKE PRECEDENCE.
'',,♦♦ 31 / 12. ALL WALKWAY DNMENS"S ARE TAKEN FROM FACE OF CURB TYP.. p s C A p HERITAGE R I TA E
i, EXISTING TURF AREA / F G COMMUNITY PARK
._..._�. /�� Kr`rnw 79 AT
WORK LIMIT LINE HILLSIDE AND BERYL
• I v P /' �r
Underground Service Alert • ?
CONSTRUCTION PLAN
CM Call: TOLL FREE �L='*W.- - - - 32 PLAN CROSS REFERENCES r''F F C 10k j APPROVED BY: DATE :
iz-r CITY ENGINEE -/� RCE No . 24953
1 -SOO EXISTING TREE PROTECTION NOTE: FOR NOTES AND LEGENDS, SEE THIS SHEET ! DESIGN
FOR DETAILS, SEE SHEET L-3 and L-4 LH ARCHITERRA DESIGN GROUP F�C��MEnDED
CONTRACTOR TO CONSTRUCT SAFETY CONSTURCTK�N N LANDSCAPE ARCHITECTURE
227-2600 FENCING AROUND ALL EXISTING TREES. SEE PLANTING FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS " 'a SITE PLANNING
,i 10621 CHURCH STREET.,STE- 106
PLAN FOR ADDITIONAL TREE LOCATIONS. SEE DETAIL F, FOR CORRESPONDING GRADING PLAN SEE SHEET L-5 DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
SHEET L-9. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 LH (WO)464-2800 FAX (W9)484-2802 L-2
TWO WORKING DAYS BEFORE YOU DIG
FOR CORRESPONDING PLANTING PLAN SEE SHEET L-8 SCALE: 1" = 10' CHECKED DRAWING NO.
R WK DATE 05/21/01 RLA N0. 2832 j?7 3- L,
ARCHITERRA 99036 SHEET 2- OF l-
36"
2 - 4 z
1 2 3 J
1 2 3 4 2 1 d
10 Z
CE
I TURF
za� w
1 5 2 �t� 9 6 1 w C7
J 5 v 5
Qw
4 2 6"
SEE TR T
6'OR 8"
LEGEND: WATERPROOF EXPANSION JOINT COLD JOINT 3 5
1. 12"RADIUS AT ALL EDGES. ;D
2. NATURAL COLORANTEGRAL COLOR CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR; 1 2 4 1 2 d U O
SEE BELOW FOR FINISH TREATMENT.
3. COMPACT EARTH TO 90•,G RELATIVE COMPACTION UNDER PAVEMENT.
NOTES: p p 70 ".%o `
114"_
1) CONTRACTOR SHALL POUR AND FINISH A 2'X2'SQUARE SAMPLE OF EACH TYPE OF FINLSH 5 5
$�
FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT
t 3 -
5
EXPANSION JOINT 1 SCORE JOINT
LEGEND: "
t 1. POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH. 6 1 7 3 4
LEGEND: 1�8". 2. #3 REBAR CONTINUOUS SET 0 MID-DEPTH.
2 1.MEDIUM BROOM 5 3. 12"BULLNOSE(TYPICAL).
FINISH NAT.COLOR
CONCRETE, RUN 4. FINISH GRADE. LEGEND
1. POURED41-PLACE NATURAL COLOR CONCRETE SEATWALL w/1"RADIUS AT ALL EDGES t CORNERS.
WALL TO RECEIVE A SMOOTH TROWELED FNNISH-
PERPENDICULAR TO SAWCUT SCORE JOINT 5. 90%COMPACTED SUB-GRADE.
EDGE OF CONC.�PATH LEGEND: 1. 8"WIDE 12"DEEP CONTINUOUS CONCRETE CURB.
2 8 x 6 x 16 SLUMPED BLOCK RETAINING J SEATWALL wl SLUMPED POR�'.AP.SEE DETAIL F.THIS SHEET.
OF TRAVEL.
1. CONCRETE PAVING. 2. 12"RAD4US TOOLED EDGE.(TYPICAL) 3. CONCRETE FOOTING w/CONTINlKM#4 REBAR-MIN.r FROM BOTTOM OF FOOTING
' n 2.DEEP SCORE
JOINTS;SEE CONST. 2. 1 A TOOLED RADIUS. NOTE: 3. COLD JOINTS- 4. #4 REBAR HORIZ.CONTWl10l1S,(2)PLACES
'i PLAN FOA LAYOUT. INSTALL CONTROL JOINTS®8'-0"O.C.MAX.SPACING AND AT ALL END
3. WATERPROOF SEALANT,COLOR TO MATCH PAVING. OF CURB RETURNS. 4. CONCRETE PAVING SEE CONSTRUCTION PLAN FOR DETAIL. S. I4 REBAR VERT.AT 24 ok
3.EDGE OF PAVING. SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION.
4. 12"POLY FOAM EXPANSION JOINT W/TEAR-AWAY 5. PLANTING AREA/RUBBER SURFACING OR SAID . 6. #4 REBAR FROM HORIZ GROUT JOINT INTO PI.P.CONCRETE SEATWALL
TOP,SEE SPECS. 6. 901%COMPACTED SUB-GRADE
7. FINISH SURFACE w/EXPANSION JOINT C4 WALL
A. MEDIUM BROOM FINISH W/DEEP
SCORE JOINTS 5. COMPACTED SUB-GRADE PER SONS REPORT. 7. #3 REBAR CONTINUOUS SET Q MN}DEPTH. i. ►UTNE SON_COMPACTED TO*W%.
9. SAND @ TOT-LOT AREA.
10.SKATE BLOCKS,MODEL TEAR DROP,AVAILABLE FROM RAVENFORGE,PHI(2D�440 MW-
CONCRETE WALK JOINT DETAILS CONCRETE MOWCURB CONCRETE CURBING P. I . P. CONCRETE SEATWALL
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
LEGEND:
1- 6"WIDE BLOCK WALL.HEIGHT OF WALL VARIES.
Y RADIUS
2. 1-12"DIA.ROUND GALVANIZED STEEL POST®5'-0"O.C.
8 4 5 n
2 3 2 3. 1-12"DIA.ROUND GALVANIZED STEEL TOP/BOTTOM RAIL CONTINUOUS.
' �---(y
12 N
RAD @ 4. EXISTING CONCRETE SIDEWALK.
t�p 11 p 0 - • PIAN RADA t TYPICAL x 5. 3"DIA.X 12"LONG GALAVANIZED STEEL SLEEVE SET INTO
s g CONCRETE FOOTING.
7
1 12" _� 8 12" V 6. 3/4"SQ.TUBULAR STEEL PICKETS SPACED 412"O.C.MAX.OR PER 3 2
LEGEND: MNJ. ( 1 + A.D.A.REQUIREMENTS.
2 z 1. 12 x 6 x 12 SLUMPED BLOCK 12
12 x 6 x P s 1 1�?TE: CONTRACTOR TO WELD AND GRIND SMOOTH ALL STEEL N
a I JOINTS AND PRIMER STEEL WITH ONE(1)COAT"RUSTOLEUM"AND
d 2. 10 x 6 x 16 SLUMPED BLOCK WALL. \ I > TWO(2)COATS OF GALVANIZED PAINT. _
\ 3 a
GROUT CELLS SOLID WHERE STEEL WIDTH 2 1 •� v. 4D.
:.
• Q _ 12" STRAIGHT OR ANGLE � SECTION
K O 3. PLAY AREA-RUBBER SURFACING G - - - LLL
Lu OR SILICA SAND-SEE CONST. 4 - 1 I CONFfGl1RAT10N _ " a - •
PLAN. r 6
>.< 6 N 7 - - - - -
�� O `.. c 4. #4 REBAR HORIZ-CONTINUOUS(2)
Q ;, E PLACES.
to 6'-0"O.C.TYR VARIES
5. #4 REBAR VERT. N#32"O.C.,TYP. LEGEND: 7 16 1
° >; 4 ¢¢ z a
6. 1/2"POLY FOAM EXPANSION JOINT 1. 12"RADIUS ON ALL STEP EDGES. 4 i 6
O ." w/LATEX BEAD.
1 V] 7. FINISH GRADE/SURFACE. 2. d3 NOSE REBAR. 5 if 4 112•R
•�
4 x '1 -02 LEGEND:
8. CONTINUOUS CONCRETE FOOTING. 3. 12"THICK FULL DEPTH POLY FOIA EXPANSION JOINT. LEGEND:
4. COLD JOINT- I i. r WIDE SMOOTH TROWEL CONCRETE BAND.
W . G
9. 90%COMPACTED SUB-GRADE. 1. CONCRETE STAIRS SEE DETAIL G.SHEET L�. �
�- ` c�� •O O••• g 10.MARLEX WATERPROOFING MEMBRANE OR 5. H REBAR AT 18"O.C.BOTH WAYS. 2. 1 11Y DIA.ROUND GALVANIZED STEEL HANDRAIL. PAINT WITH i COAT OF PRIMER t 2 COATS OF ! i 2. N'� DEQ CONSTRUCTION GRADE SAND.
•' �` v �" ' APPROVED EQUAL ENAMEL. COLOR TO MATCH GALVANIZE. a R FABRIC I1114 PUKE BETWEEN SAS Nl
c 6. EXTEND REBAR 6"INTO CONCRETE SLAB TO FORM CONNECTING DOWEL 3. TREVIRA SPUNBO ND 40 OZ FILTER
3. OIiID SMOOTH ALL WELDS AND CORNERS. 4 NATIVE SOIL.
3"CLR.' • 11.SKATE BLOCKS,MODEL TEAR DROP 7. 90%COMPACTED SUB-GRADE. ILLI
O 8 AVAILABLE FROM RAVENFORGE,PH# t'J 4. DWW PIPE. LACATM ANO SLOPE PER GRADIrG PLAN.
• a[' (206)440-SM 6. CONCRETE FINISH SURFACE. 4. CONCRETE FOOTING.
J
9- CONTINUOUS 2"WIDE EPDXY PAINTED YELLOW STRIPE ON NOSING OF ALL
S. 2"DIA.ROUND GALVANIZED STEEL SLEEVE-FILL WITH POR4i0CK AFTER SETTING HANDRAIL. S. N"PLANTER DRAIN PER DETAIL SHEET
TREADS;STRIPE MUST BE NO FURTHER THAN 1"FROM EDGE OF TREAD.
NOTE: DO NOT WFiD HAND RAILING TO PIPE SLEEVE. I. NATIVE SOIL.
7. BOULDER SET INTO CONCRETE BAND AS SHOWN ON CONSTRUCTION PLAIN.
18"
ELEVATION
r STEP DETAIL HANDRAIL DETAIL GUARDRAIL DETAIL w BOULDERS @WALL
18 HIGH SEATWALL
SCALE: N.T.S.
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
20
1 8"
G :I'S C A pF
2 l i d S �9�'\
o y • _ \
1 2 3 4 ` 8" 1 5 i 4 z ,.y a �►
m p U v4" Lu -w-
v
z -
.:,_ 1" @D TURF
CJ - Dift
% ��• 2" (A? SHRUBS i•• co
c Ilk
uj
t/2'RAD. I - �z ..2°�6 MIN PE. ,, v 6 1
" "
2 aD< TO DRAI N -.-.2% MIN-SLOPE 6 "
• tl ��� 7
..TO DRAIN a
„
lit
�t!
• 9 7 - -
DESCRIPTION O F REVISION DATE APPROVED
LEGEND:
1. TOT LOT EDGE. SEE DETAIL M,THIS SHEET. 11 9 10 � ` CITY O f RANCHO C
2. EXPANSION JOINT 9 8
3. SAFETOP WEARIN COURSE TO BE FLUSH w/CONCRETE EDGE.
i LEGEND:
4 2 3 4. SAFETOP HERITAGE COMMUNITY PARK
i 5. 30•MAX.
6. SILICA SAND-#16 OR EQUAL 1. CONCRETE BAND w/DEEP FOOTING - 1/2"RAD, TYP. ALL CONCRETE EDGES LEGEND:
7. #4 REBAR w/CARDBORD SLIP SLEEVE @ 24"O.C. 2. SILICA SAND #16 OR EQUAL , FREE OF ORGANIC MATTER AND SILTS AT
8. 4"THICK CONCRETE SUB-BASE w/W THICK FOOTING EDGE AND KEYWAY-
9. SATURATED&COMPACT SUBGRADE TO 90%PRIOR TO POURING 3. EXPANSION JOINT w/THIOKOL BEAD PER CONSTRUCTION PLAN 1. CONCRETE WALL w/DEEP FOOTING - 12" RAD, TYP. ALL CONCRETE EDGES
4. CONCRETE PAVING PER CONSTRUCTION PLAN 2. SILICA SAND #16 OR EQUAL , FREE OF ORGANIC MATTER AND SILTS HILLSIDE AND BERYL
1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 1/3 OF BOULDERS
DEPTHtNrosu6-cGRADEAssHowN• NOTES: 5. FINISH GRADE " 3. EXPANSION JOINT w/THIOKOL BEAD PER CONSTRUCTION PLAN
6. #4 REBAR DOWEL IN SLIP SLEEVE @ 24 o/c 4. CONCRETE PAVING PER CONSTRUCTION PLAN
2- It?POLY-FOAM El0?ANSION JOINT AT EDGE OF PAVING ABUTTNAG BOULDERS. 1. TO INSURE PRODUCT WARRANTY,CONTRACTOR 7. #4 VERT. REBAR @ 30"o/c AND 3 -#4 REBARS CONT. HORIZONTAL 5. #4 REBAR @ EACH SIDE - MIN. 3" FROM SURFACE CONSTRUCTION DETAILS
IS TO PREP AND INSTALL SURFACING PER MANUP,S 8. 4"ABS SDR 35 PERFORATED DRAIN PIPE - REFER TO ENG. PLAN 6. #4 REBAR DOWEL IN SLIP SLEEVE @ 24"o/c
3. A04ACENTCONCRETE PAVIAG. Sff PLAN. SPECIFICATIONS 9. CLASS 2 AGGREGATE w/PHILLIPS FIBER-SUPAC#4MP w/ 12"OVERLAP FOLD 7, #4 VERT. REBAR @ 30"o/c AND 3 -#4 REBARS CONT. HORIZONTAL
2. A MANUFACTURER'S REP. IS TO BE PRESENT DURING 10. COMPACTED SUBGRADE
4. 9a'�L�IAPACTEDsuB•GRADE. IISTALLATION To INSURE UNIFORMITY- 8. COMPACTED SUBGRADE
11. TREVIA SPUNBOUND 40 OZ. FILTER FABRIC#1114, PLACE BETWEEN SAND AND 9. SEE ITEM NO. 11, DETAIL M, THIS SHEET APPROVED BY: _ D A T E :1 4'f al,
NATIVE SOIL OVER DRAIN INLET BOX. CITY E N G I N E E , � � RCE N0 . 24953
BOULDERS @ PAVING
TOT-LOT SURFACING EDGE TOT LOT EDGE a P. I. P. CURB @ TOT LOT EDGE DEs�G H ARC NITER PE ARCHITECTURE
10621 CHURCH STREET,STE. 106
SITE PLANNING
SCALE: N.T.S. DRAWN (RANCHO 2W FTAONG9W)�,� SHEET L_3
SCALE: N.T.S.
SCALE: N.T.S. SCALE: N.T.S. LH
CHECKED DRAWING NO.
JAF DATE 05/21/01 RLA NO. 2832
ARCHITERRA 99036 SHEET _ OF I
1
1 'W-1 a' -
1-m
2
2• 1 � O
ao6.. 1- asa'
ME
1.12'o.D.wAMiTE .-1
o ° c
e 1S SUPPLY rn_ -
22ew. ). •'
so
2•I►
Avow a PM.-I of SLACK ll:J4
MI SUPPLE lME FOR er - O - - O:' O
AND VALVE wWNWOUNCE. - - - . . - -
!LND a\ �127WM STRAMlER(8UPPLIE6" O34
34-12' 43 LES: \\ 2
ere..ATTENTIONINSTALLER-MvoRTAWREADTHIS 1. OX N deep CONCRETE FEADER WITH 1'RApUB EDGE � ` 4DURING M46TALLArON F THIS F FOUNTAIN MAAE 1.12'o.DOM INSIDE ONLY. :
SURE BUPPL LmE TAILPIEC
TO BUBBLER DOES NOT KOW ALLOW EXTRA ( KBO(
LA�FORFRON+•PLATERE..wALAwVALVE x 16' DEEP CLEAN SILICA SAND,#16 OR[DUAL LEGEND: - - _ - _ I 1. LOOP STYLE BIKE RACK w/FLANGES TO BE BROWN.FOR MOUNTING_
SCREWORIVER DT
ACCEM, -- 3 LLAONDSCAPE STRUCTURES. MODEELR 100102A AVAILABLE
(svPPL1E 0; 3. 6"DIA.SPEE-DRAIN WITH 4'OUTLETS AND 6'DIA.
12' 4'ANCHOR JOLTS 1T�i-CLEARANCE 12'Nf SUPPL ROUND GRATE.SEE DAAWALiE PLAN f#I PLACEMENT.
T (�ar11ER.1 1. NDS GREEN PLASTIC ATRIUM GRATE(OR FROM COAST RECREATION(714)553-8065.
pNORE Esus /'2' RECESS 4. NATIVE 901E APPROVED EQUAL)SIZE AS NOTED ON PLAN 2. DEEPENED FOOTING IN SLAB 0 AREA OF MOUNTING
(�Y Ofi1k7N41 TT7iEi-
_� vip'R�
x. GRADE,MW.rc SLOPE To DRAW
d , WAWPM 5. TREVIRA SPUNBOUND 40 OZ.FILTER FABRIC
#1114,PLACE BETWEEN SAND A NATIVE SM OVER 3 NDS PLASM PIPE REDUCER SIZE AS NEEDED 3. 909 COMPACTED SUBGAA
162. I ,1 1 . 4 R ME OONBTMRICUM PLAM LEGEND: DRAW INLET BOX..
BRONZE ANODIZED ALUMINIUM LID WITH CHAiN CONNECiT10N {• ppOp06Ep OR EXISTING fM�CJ1PE. 4- ������UNE 4. SECURE TO CONCRETE WITH 4- 1/2"DIAM. BOLTS WITH
TO INSIDE OF RECEPTACLE. LEAD SHIELDS. CONTRACTOR TO SMASH EXPOSED TREADS
coN11ECT TO DRAwtDE SYSTEM 2. 26"DIA. x 33"HIGH PRECAST CONCRETE TRASH RECEPTACLE 7. UT POLYfOAM EXPANSION JOINT W/TEM AWAY TOP. S. NDS PLASTIC EQUAL)BEND'EL90W TO PREVENT REMOVAL.
PER CNIL BNGOOEE14 PLANS WITH WEATHERSTONE FINISH, B-4 COLOR(BUFF) AS MADE I� ��
NAOTH PER MATT ACT URERS
REao1rMEAOArNo11s BY WAUSAU TILE,(800)231-4836.
3. BOND TRASH RECEPTACLE TO CONCRETE PAD WITH EPDXY 6. PLASTIC DRAIN UNE LATERAL,SIZE A
ON PLAN.CONNECT TO MAW DRAW LME WITH
ADHESIVE,
NOTE: CONTRACTOR TO PLUMB AND LEVEL FOUNTAIN DURING INSTALLATION AS PER 4. CONCRETE PAD WrE ADAPTER
MANUFACTURER'S SPECIFICATIONS AND LOCAL CODE. 5. COMPACTED SUBGRADE. 7. INVERT VARIES.SEE GRADING PLAN
FOUNTAIN WASTE RECEPTACLE SAND AREA DETAIL
PLANTER DRAIN 4 LOOP BIKE RACK
HAWS DRINKING O
1 ' SCALE:
SCALE: N.T.S. SCALE: SCALE:
SCALE: N.T.S.
f
2 LEGEND:
1. 2 3(M'SQUARE STEEL STRUCTURAL TUBING.
2. TALK TUBE.
3. SAND OR RUBBER SURFACING.
'N 4. Y DIA PLASTIC TALK TUBE.
S. r DUI.SCH.40 PVC SLEEVE OVER TALK TUBE.
6. STAINLESS STEEL HOSE CLAMP.
� 3.O 7. CONCRETE FOOTING
� � 9 S. COMPACTED sueGRADE.
Q 9. BRACKET AND BOLT.
3
1 �
C1 4
�L� ITION REGARDING
i� TALK TUBE MNSTLALUATION.N.CONTACT LAND-
SCAPE STURCTURES AT(1-&66)574.4676.
8
�12'
1. � k
TALK TUBE W/ SLEEVING A
SCALE: SCALE: SCALE: _ ----
SCALE: SCALE: F L05�4P
�Kru niv 49�,=
1
tp
r; s� w n
_ -+ I
't � �w
lF OF CONY
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
HERITAGE COMMUNITY PARK
AT
HILLSIDE AND BERYL
CONSTRUCTION DETAILS
APPROVED BY: DATE :
CITY ENGINEER RCE N0 . 24953
p
DESIGN RECOKANENDED
ARCHITERRA DESIGN GROUP
LANDSCAPE ARCHITECTURE
10621 CHURCH
SITE PLANNING TE. 106 SHEET L-4
SCALE: DRAWN
SCALE: SCALE: RANCHO cucAMONGA,CA 91730
SCALE: LH (900)484-2!!00 FAX: (900y 484-2802
CHECKED DRAWING NO.
JAFTE 05-21-01 RLA NO. 2834 177 3-L-
DA
ARCHITERRA 99036 SHEET OF 10
f Q
11
WORK LIMIT LINE
01
00 go,
RUBBER SURFACING LEGEND:
i i
00 MOUNTAIN AREA 00
/ / MOUNTAIN AREA:
/ PA LAND CAPE TRUCTURES, QUOTE LNO. 11 7311C %
j REV-2 WITH PERMALENE SIGNAGE FOR 2-5 YRS., j
/ QUOTE NO. 100105A /
01 O U U SOLID MEDIUM GREEN #33
O o o - - - - - - - - - - - - -- --- % (RUBBER SURFACING)
00
_ i
,t,--.- /
/ EXISTING TURF AREA PA - l PA - : : == : - = :: / SOLID LIGHT BLUE #38
/ ,- , . �, /
/ (RUBBER SURFACING)
/ i
01 j
- - u S - r 01
/�. 1 1 '
O
! ` : `
r /
% _00 7 00
TURTLE . �, i �• . 01
LEAN AREA:
00p
DESERT AREA _ + :' • ' EXISTING TURF AREA
i SOLID BLUE #38
i. . , , , . . . , .
' :- ,�'- . - - .;. • - - - - ,` ;� = �,:•. - -► � � ♦ ♦ , . ♦ ♦ . . (RUBBER SURFACING)
00 01
PA 00
LANDSCAPE STRUCTURES, QUOI NO. 1197311A = '
REV-2 WITH PERMALENE SIGNAGE FOR 5-12 YRS., - '"' `' ?,:: /
QUOTE NO. 100106A 3 „ , O --r=- - - . - ----------------
` ` '` - / - - - - - - - - SOLID PEARL #43
/ - - - - - - - - - (RUBBER SURFACING)
_ - - - - - - - - - ----------------
F 01
''A (��jf t'N �► �
Li 6L . . j
- : If _
J. DESERTAREA:
00-
_ i SOLID BEIGE #40
i ` Y_
/
� (RUBBER SURFACING)
PA t ��;C _ _ _ : . .% _ . . . /
00
'♦�� ,�` ���`� ,>> _ .,�� � - �-�,: _�:-� 04
SOLID GOLD #40
i (RUBBER SURFACING)
PA
it s i
/ -== TYPICAL SAND AREAS:
01 01"
00
BEAR 01
0 /
n
PA --- / MIN. 18 DEEP SILICA
4 / o o / - __ _: SAND # 16 OR EQUAL
/ / FREE OF SILTS & ORGANIC
N z j pq =" PA i MATTER. AVAILABLE FROM
Ot
—J /
J McCLINTON MATERIALS
F= , , �/ - : :. ♦, ___ _ _ ;;; ° ° 01 TEL: (909) 735-9200
. . ♦ ♦ ♦ . ♦ .
aw 01
01
♦ . . . - - -
: SURFACING TO BE PLAYBOUND
01
�Y / -`- _ - - -♦ ____ -_-"-♦ / POURED-IN-PLACE SURFACING SYSTEM
. . . .,. . w . ♦ . . .
. , , , , , , , , , , , . , , , , , - , , , n n
♦ ♦ ♦'♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ _ _-_-_-_- ♦ ♦ ♦ j W OVER CONCRETE BASE - PLAYBOUND
, , , , ,
•� O / "; , , ; ; ; ; , , , , , , / Z SURFACE AVAILABLE FROM'
♦ - - - - --'' ,,��, j COAST RECREATION, INC.
2028 S.E. BRISTOL, SUITE 204
/ . . . . . , - - - . ♦ . . ♦ .� ♦ . ♦ - % NEWPORT BEACH, CA. 92660
- - -- t , . , ♦ . . . - - - -_ . ♦ pq / J (949) /553-8065
'♦'♦ ♦ ♦ ♦ `� ♦ ♦�♦'♦_ - - ♦ ♦�♦�♦�♦�♦� - ' ` _ ,_ - - - - - - - - _--------i_-1171 .___ ^��♦ Y
00
_ _ .� _ _ _ - 7_- /
%
/ _- - - , , ,li , I� - �_-- - _ _ - - - - - - - - ------
- - - - - i - - - - - L
-i, EXISTING TURF AREA __________ _ _ _ _ _ _ y : - :: : - - - - _ _ - --_ _--_- -_-_-_-_--_- -
�- t ♦ ♦ ♦ ♦ ♦ ♦ _ _ _ _ _ _ _ _ _ _ _ _f_ _ _ , , , , , , /
, , 1
- ___------ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ - - , - ♦ ♦ ♦ ♦ ♦ ♦ ♦�♦,♦ ♦ ♦ ♦ ♦ ♦ ♦ - - - - - - - - - - -
"j . , , , , , , , , , , , , , , , , , .� . .� , , , ------------------------- /
-i, �- - -_- -_-_-_ /
♦ . . ♦ . ♦ ♦ ♦ ♦ ♦ ♦ . ♦ . . ♦ . ♦ ♦ ♦ ♦ ♦ - _%_ - - -_ _-_
,�� ♦ . . �� : _ . . - - - - - ♦ . ♦ ♦ - - - - - - -=- - - NOTE:
�, PA -------------- ----------- - ----- - --- - --_-_-_-_-_-_-_-- _ -_- _ _ _ 1. PRIOR TO ORDERING OR CONSTRUCTION OF PLAY
00
''kIl-moi 0 ___ _________ __'� _ _-_ _-_- _ _-_-_-_ _ _ _ _-_-_ _-_-_-_-_-_-_-_- _ _ _ o ___�_ -_ _ _ _ _ _ _-_-. /
EQUIPMENT CONTRACTOR TO REVIEW EQUIPMENT
-i,�� _ ________________1=-_`-;; , - -_- -- - _- ____-_- _ - =_�- _-_-_______-- / SPECS WITH MANUFACTURERS REPRESENTATIVE
/ TO INSURE THAT ALL EQUIPMENT MEETS CURRENT
- - - - - - , , , , , >, /
01
-, -:-_-- - ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ' . . ._ i INDUSTRY STANDARDS, REGULATIONS AND
/
-i - - --, _
�,� ____- ♦,.,.�`,`,.,,,, ♦-_ --- % SPECIFICATIONS.
k'-i o ' ♦ ♦ ' ' ' ♦ ' ' ' ' ;-♦ ' ♦ _ _ _-_-_-_-- : - ` / 2. ALLOW 6-8 WEEK DELIVERY. CONTRACTOR SHALL
PEDESTAL DRINKING Fl6UNTAIN ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ - - - - - " '
' " : -• VERIFY MANUFACTURERS REPRESENTATIVE TO INSURE
-��-moi ° o _-_-_-_-_- �- -' - : - ;: =1- WWALE DELIVERY PROCESS.
18' DIA. OCTAGON ARCH PAVILIdIV► - ------------- --- =- = -
--i - -- - - - - - - --
_ _ _ _ _ _ =' / 3. PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA
SIZE ORIENTATION AND LOCATIONS OF ALL EXISTING
,� _ _ _ _ �- . - / UTILITIES, EQUIPMENT, AND SITE FURNISHINGS, PRIOR
TO ORDERING.
'-i PA ------_'- - ors . . /
i -_- - - ,-
ke
CONCRETE PICNIC TABLE �� ____ ,♦,' - - `-,�- .� - --.-.;,�=.: = - - - . •-. - - - - - -
- DESCRIPTION OF REVISION
CONCRETE WASTE CONTAINER ,� / DATE APPROVED
/ CITY of RANCHO CUCAMONGA
*DS�Ap f
K>w►Ap,& 4 c HERITAGE COMMUNITY PARK
OCEAN AREA EXISTING TURF AREA a AT
.�
to 0
LANDSCAPE STRUCTURES, QUOTE NO. 1197311B WORK LIMIT LINE ' ' , HILLSIDE AND BERYL
REV-2 WITH PERMALENE SIGNAGE FOR 5-12 YRS., t
oder, round Service QUOTE NO. 100106A * 1_ *�
2 2 _
U g S e Alert
�. ���, RUBBER SURFACING
Call: TOLL FREE PLAN CROSS REFERENCES °F- "`��� APPROVED BY: DATE :
CITY ENGIN
EE RCE No . 24953
1 _8�0 FOR NOTES AND LEGENDS, SEE THIS SHEET ' DESIGN
FOR DETAILS, SEE SHEET L-3
ARCHITERRA DESIGN GROUP
FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS �. JAF LANDSCAPE ARCHITECTURE
227-2600 SITE PLANNING
FOR CORRESPONDING GRADING PLAN SEE SHEET L-5 DRAWN 10621 OCUCHSTREE,CA 9 7W SHEET L-46
JAF RANCHO CUCAMONGA,CA 9i�o
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 (909)484-2000 FAX: (909)464-2802
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN SEE SHEET L-8
SCALE: 1" = 10' CHECKED DRAWING NO.
JAF D ATE 05-21-01 RLA NO. 2834 17 7 :�-�-
ARCHITERRA 99036 SHEET OF 10
0
GRADING NOTES:
1. ALL GRADING SHALL BE IN ACCORDANCE NTH THE CITY OF RANCHO CUCAMONGA
WORK LIMIT LINE GRADING CODE AND ANY SPECIAL REQUIREMENTS OF THE GRADING PERMIT.
E2. SLOPES SHALL BE NO STEEPER THAN 2' HORIZONTAL TO 1' VERTICAL(2:1) AND
00 01
00 01 SHALL HAVE NOT LESS THAN 90%COMPACTION OUT TO THEIR FINISH SURFACES.
00 00
j j 3. ALL DRAIN LINES SHALL BE A MINIMUM T DIAMETER,AND HAVE A 1%MINIMUM
01 00 FALL. DRAIN LINES SHALL BE INSTALLED WITH CLEAWOUTS EVERY 100 FT.PER
/ / CODE. CORE CURBS 1!2'DIAMETER LARGER THAN PIPE O.D.
01 e0o, 00
/ /CoNG. 5 t. , 4. ALL CATCH BASINS AND DRAINS SHALL BE AS NOTED AND SET FLUSH WITH
FA Pa s��, Ips, 0 /
/ pA / PROPOSED FINISH SURFACE OR PROPOSED FINISH GRADES, AND SHALL BE
00 01
CLEANED OF ALL DEBRIS AT COMPLETION OF INSTALLATION.
0001
/ - - - - - - - - - �, O JPS �� - Q" - O �����0 /
o o bit rs � b P� eg 00
5. DRAINUNE LAYOUT IS DIAGRAMMATIC.
- � �� fir', �GJ� % 8. CONTRACTOR SHALL COORDINATE DRAINLINE LOCATK�IS SO AS NOT TO
00 0
t e
/ �0.�9` �e �5 ✓ ��t 1 �� d° e5J �� CONFLICT WITH TREE INSTALLATIONS.
j EXISTING TURF AREA „ �� PA ,- �,�:" PA ���' ,� ' Sr`� 7. ALL PAVED AREAS SHALL SLOPE AWAY FROM BUILDINGS AND STRUCTURES
WITH A 1%MINIMUM FALL. PLANTED AREAS SHALL HAVE A MINIMUM 2.16 FALL.
/ L9 06 /
/ �'C / 8. FINISH GRADE SHALL BE ONE INCH BELOW FINISH SURFACE OF SIDEWALKS,
1 �/46s � o �.;rs CURBS,OR PAVED AREAS(UNLESS SHOWN OTHERWISE)
/ ' 11 � '` /
/
TURTLE PV aV u / 9. FINISH GRADE SHALL HAVE A UNIFORM SURFACE,FREE FROM ALL DEPRESSIONS
� dt' `� y . ` Ab• 00 AND ALL OBJECTS THAL MAY BE A HINDRANCE TO CONSTRUCTION,PLANTING OR
/ �, •
• / MAINTENANCE OPERATIONS.
% a1�b ��� 0. 10,
�0�-`w �`� `• �' °�' 1��`r' ,%�` �� o i % 10. ALL AREAS ARE TO BE FREE OF ROCK,DEBRIS,ETC. ALL EXISTING VEGETATIVE
`1 �` 90 �. EXISTING TURF AREA 00 GROWTH OF WEEDS SHALL BE REMOVED.
� r • 00 00 11. INSTALL ALL STEPS WITH A MINIMUM 1%WASH. CONTRACTOR MAY RAMP
lcll
PAVING AWAY FROM TOP AND BOTTOM RISERS AS NECESSARY AT MAXIMUM
01
% a74� aC -- --g C�; •� M i_�Rr:: tv �� 3'k, MINIMUM 1%FALL.
01
/ A1• 61 +• It
/ 12. DIRT AND DEBRIS TRACKED ONTO EXISTING STREETS SHALL BE REMOVED
04 411/ ''x� � �� r 1 f� • /
FROM STREETS ON DAILY BASIS AND AT COMPLETION OF CONSTRUCTION.
/ 01
/�� �� °� JiLJ laiSEEl�i , , �'
/ 1
/
00
\� �1 GRADING ABBREVIATIONS:
00
• �� /
J
j A.D. AREA O.C. ON CENTER
1 , • / B.S. BOTTOM OF STEP P.A. PLANTING
00,� 1 �ar' �• �,�-�► j B.W. BOTTOM OF WALL R. RADIUS
��6�h •� �_ b / C.L. CENTER LINE S.Q. SQUARE
`' •� t aa� hAa �� 11 E.J. EXPANSION T.C. TOP OF CURB
h PA __ _ •� �y'�' �� f �� / E.Q. EQUAL T.G. TOP OF GRATE/CATCH BASIN
-V, -------- / F.F. FINISH FLOOR ELEVATION T.G.R. TOP OF GUARDRAI ]HANDRAIL
o J
.yam+
% F.G. FINISHED GRADE T.F. TOP OF FENCE
/ y(� �' F.L. FLOW LINE T.O.C. TOP OF COPING
L % F.S. FINISHED SURFACE T.O.F. TOP OF FOOTING
/ � , �a �� ---_ ___ ___ �y • : �,P �� PA /LXvj!
/ H.P.T. HIGH POINT T.P. TOP OF PILASTER
>R O 0 r `�y���� ��, Pcs'P l P 5
INV. INVERT T.S. TOP OF STEP
�I / N.I.C. NOT IN CONTRACT T.W. TOP OF WALL
iTYP. TYPICAL
COLD °`"� �� ° , o 61 , 0
SEAR k . ,
00
00
PA
VA
0 f--- 01pt 40
Z 00pw i � q�`t�'°'' ta1 1x 05. 11 e /
9 ^
J 01 ,� l GRADING LEGEND
01
00
a `V^ % CLlC .a -- ---- EXISTING/ ROUGH GRADED CONTOUR LINE
00
Vb Q / j `• 4x •C� Q��. / PROPOSED FINE GRADED CONTOUR UNE
00
0 % � a'�� , a° o�h1° �5 'y / LLf FLOW UNE/SLOPE DIRECTION WITH PERCENTAGE
�- / •
X55. b� ��� / z
S - � •� 6i UF y� �1�0 g 0 / J 72.95 FS
�,. EXISTING GRADES PER ENGINEERS PLANS
00 • / �_
/ �`• �, ♦ 1 e 00 70.31 FG NEW FINISH GRADES
6
00
•�, a7 cl' ��` • PEAriL / Y
01 00
/i
EXISTING TURF AREA �• �� ,,` / 1 `--- ---- / • NDS #101 OR#201 Black 6*Sl drain w/4"outlets and 6"flat rand ate#40
/// �,�� �'� S �• \ / �6,{ 01 in concrete areas and 6"atrium grate#50 in planter areas.
//j/ y cQ �r` •� BLitt /
01
/j/''' „'T ® ��,� ` �y • i , 9h-- ---- 00 0® NDS #1800&+1812 18 plastic catch basin with grow
a0c grate.
/
00
�i//, • O ` �•�, *sk grate.
o ■ NOS #1200&*1212 1 0aspc catch basin with green
%
00
01
//// tU� �'•� l. J-^ `� / ---------------- 4"dia. ABS ASTM 2752 SDR-35 drain pipe.
/ kistall in Wenches with inverts indicated on plan.
Ziab- Qom V ` • (( ``♦ /
/I// �``� • `. — 6"dia. ABS ASTM 2752 SDR-35 drain pipe.
/ Wallin Wenches with irlverts indicated on plan.
/
'''// O • . ` o�► 8"dia. ABS ASTM 2752 SDR-35 dram pipe. Install in trenches
/ice D ♦ % 1 I % with inverts indicated on plan. Comed to exalting drain per
WHALE
/j , , , , U / Cq of Rancho Cucamonga direction.
Ile. Ak
ell Z,
1
PA PORPOISE
//j '• � � / � AS t3(J/L� GOKR�G�loty � I/4/O�
/e/ . . /
''// 1 \1 DESCRIPTION OF REVISION I DATE IAPPFOVED
� 1 +
r�� � /
FSCITY of RANCHO CUCAMONGA
NDSC�P
i Kew. ' � HERITAGE COMMUNITY PARK
EXISTING TURF AREAAT
WORK LIMIT LINE HILLSIDE AND BERYL
- 6'`' .�
Underground Service Alert
GRADING PLAN
• rF OF �A-`-� APPROVED BY: DATE o/
0
Call: TOLL FREE PLAN CROSS REFERENCES
qty CITY ENGINEER RCE N0 . 24953
� r
_ FOR NOTES AND LEGENDS, SEE THIS SHEET DESIGN
1 800 R DETAIL �I' LH ARCHITERRA DE IGN GROUP
FO S, EE HEFT L S S LANDSCAPE ARCHITECTURE
FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS " . SITE PLANING
�' � DRAWN 10621 CHURCH STREET,STE 106
227-2600 SHEET
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 RANCHO CUCAMONGA,CA 91730 L_5
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 LH (909)484-2800 FAX: (909)464-2802
TWO WORKING DAYS BEFORE YOU DIG NOTE: CITY TO PROVIDE ELEVATION FOR CORRESPONDING PLANTING PLAN SEE SHEET L-8
SCALE: 1" = 10' CHECKED DRAWING N0.
JAF DATE 05-21-01 RLA NO. 2834 1 -273 - L-
ARCHITERRA 99036 SHEET OF 10
Z
4
O iO
0�
O W
Z
Z S Q
Z
60A21 EXISTING PLANTER IRRIGATION(TYPICAL)
2" CONTRACTOR TO ADJUST HEADS AND LATERALS a
WORK LIMIT LINE WITHIN PLANTER AREA TO ACCOMMODATE NEW r
PLANTING MATERIAL AND TO AVOID OVERSPRAY �������������������ONTO EXISTING BENCHES.
/ IRRIGATION I ION NOTES
NEW 2"VALVE'A21' EXISTING 314"VALVE'A21 CONTRACTORTO REMOVE * � /'1
T
AND RELOCATED QUICK VALVE AND RE-ROUTE LATERALS TO THE NEW VALVE /
00 COUPLER. 'A21'.CONTRACTOR TO RELOCATE EXISTING QUICK /
00 COUPLER TO THE NEW VALVE'A21'LOCATION. �� HUHE / 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE,VALVES, ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
/ •.per _ 00 CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE.
00
00% 1z V� CONTRACTOR TO CUT AND ?r t; . -^
2
_ - DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS
t„ �` CAP EXISTING MAINLINE. ISN • "'" ' *► • € hv / OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE
/ BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS
/ ~ 3�4" 3/4• EXISTING DRINKING FOUNTAIN:
r NOTIFICATION IS NOT PERFORMED,THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR
EXISTING t'MAINLINE 100— t' 3/4 - �a" __ �a• We . — '` CONTRACTOR TO CONNECT TWO (2) PROPOSED REVISIONS NECESSARY.
TO P.O.C. ""' t, = - - - - v - - - - - - - -- - - ------ DRINKING FOUNTAINS TO THE EXISTING DRINKING
% 2112" o 114" FOUNTAIN WATER SUPPLY. CONTRACTOR SHALL 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION
/ -O WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON
1 z• _ NOT CONNECT PROPOSED DRINKING FOUNTAINS SITE PRIOR TO CONSTRUCTION TO OWNERS CONSTRUCTION REPRESENTATIVE.
XX tttz"{ itrr 3/, 04 r SITE
TO EXISTING OR PROPOSED IRRIGATION SYSTEM.
Iva" va• 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE
/ tra
"� / DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS,CURBS, ETC. HE SHALL COORDINATE ALL HIS
r t
goo "'" ,1 Y 1 �a• 00 WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION OF PIPE
00
00 00
SLEEVES THROUGH WALLS,UNDER ROADS,PAVING AND STRUCTURES.
00
00 �4• 00 5 . MAINLINE FEEDER BETWEEN POINT OF CONNECTION,METER,AND BACKFLOW PREVENTER TO BE OF
00/ MATERIAL REQUIRED BY CURRENT WATER DISTRICT.
W N 1114" /
/ 3Ja• % 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION
j
¢f / DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S REPRESENTATIVE,AND/OR LANDSCAPE
/ fr Q - 1 va• / ARCHITECT,WHERE APPLICABLE.
01 LU> !=' 00
/ 3/4•j; 01
00 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN,THE IRRIGATION CONTRACTOR SHALL BE
CID 314" / RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED
/ AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO
x o 314- OPERATE SYSTEMS.
'00-� tor--- � � �.
00�
�- a" j 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM
*401 PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS,STREETS, AND BUILDINGS AS MUCH AS
'00POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADDS TO FIT UNUSUAL SITE CONDITIONS
' �r y., j FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE
/ FOR ANY COVERAGE TESTS.
✓ i
/
s I, 00
9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS.
00
# ` 1
t 0 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVES APPROVAL.
00
00
.T /
/
00
r tirr j /
IRRIGATION LEGEND
00 SYM. MANUFACTURER MODFI NUMBER
DE►SiBLPTIQN RADIUSG.PJI. P.0
{t�2" % RAINBIRD 1812-SAM-PRS-5 POP-UP SPRAY HEAD 5 .10 30
/
V
314
/ o RAINBIRD 1812-SAM-PRS-5H POP-UP SPRAY HEAD 5 ZO 30
4 31.0 40
e
t i12" 314" 0
RAINBIRD 1812-SAM-PRS-EVAN POP-UP SPRAY HEAD 6' .40 30
RAINBIRD 1812-SAM-PRS-8 POP-UP SPRAY HEAD 8' .30 30
Q 3/a"
N%,
%
• RAINBIRD 1812-SAWPRS-8H POP-UP SPRAY HEAD 8' 50 30
M RAINBIRD 1812-SAM-PRS-SF POP-UP SPRAY HEAD 8' 1.00 30
314, • �a• 'p RAINBIRD 1812-SAM PRS-BVAN POP-UP SPRAY HEAD 8' 70 30
ya p p QUICK COUPLER NOTE (TYPICAL):
40
�a CONTRACTOR TO EXTEND NEW PRESSURE
;✓ - „;, ' k- RAINBIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD 10' .40 30
tr MAINLINE TO NEW QUICK COUPLER.
.>� N / 3i4" p CONTRACTOR TO PLACE QUICK COUPLER V RAINBIRD 1812-SAM-PRS-10H POP-UP SPRAY HEAD 10' .80 30
3 / 34' IN PLANTER AREA WITHIN VALVE BOX, 6"
3/1
3a
;
• ;. ����������� FROM BACK OF CURB. * RAINBIRD 1812 SAM-PRS toVAN POP-UP SPRAY HEAD 10' 80 30
I--- /o o
,.
HUNTER 1-25-ADV-13 IMPACT ROTOR 55' 11.6 50
IL % t14z" 1 + POP-UP SPRAY HEAD
/
t, J / , ♦ �a• o O /
_J401 *0
00
• ` •`_ /LU
NOTES:
S O j v PROPOSED DRINKING FOUNTAIN 2
0 CONTRACTOR TO CONNECT TO THE J 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100X COVERAGE TO
1 REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL G,SHEET L 7.
/ EXISTING DRINKING FOUNTAIN WATER �.
1 SUPPLY. SEE CONSTRUCTION PLAN j 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION.
i FOR SUPPLIER AND MODEL#. 0 «_«_« _«_»: mom •_ ...
• CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR
l �pw[►+�1G� 1 !' 1 tea" t %-� REPAIRING ANY IRRIGATION UNES/SPRINKL.ER HEADS A EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING
! /� CONSTRUCTION.
% 1 PROPOSED DRINKING FOUNTAIN spa ` --`t- -- • �--�'~i O
�..Y i
CONTRACTOR TO CONNECT TO THE _ -- -- # / EQUIPkAW
,elf EXISTING DRINKING FOUNTAIN WATER
SUPPLY. SEE CONSTRUCTION PLAN
'�///// ' # Iv10,
a• FOR SUPPLIER AND MODEL#. � J H NWCO T-113 UNE-SIZE GATE VALVE
//moi'/ tua a• 3/4• 0 4--ou"t16 4 rr4 RAINBIRD EFB-CP SERIES ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
WN
; 314 O p Q RAINBIRD 33DNP W/33DK NON-POTABLE QUICK COUPLER VALVE @ 100' O.C. ,W/4 KEYS TOTAL
/ — — EXISTING SCH.40 PVC EXISTING MAINLINE
''moi O /
6o A23 ' , p �f01
- - - EXISTING CL.200 PVC EXISTING LATERAL LINE
01
2" ''''//� / EXISTING IRRIGATION IN PERIMETER TURF — — APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"
'moi p +� • / AREA (TYPICAL) APPROVED SCH.40 PVC LATERAL UNE,SIZE AS SHOWN,MIN.COVER 12"
CONTRACTOR TO ADJUSTEADS AND
, . LATERALS WITHIN EXISTING TURF AREA TO ------=== APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS
QUICK COUPLER NOTE(TYPICAL): moi/ �► ACCOMMODATE NEW CONSTRUCTION (SHIFTS OTHERWISE NOTED
CONTRACTOR TO EXTEND NEW PRESSURE ��� %% �� +` / IN SIDEWALK AND EDGE OF TOT LOT). --- APPROVED COPPER COPPER PIPE TO CONNECT DRINKING FOUNTAINS,SIZE AS SHOWN
MAINLINE TO NEW QUICK COUPLER. �i� �♦ /
CONTRACTOR TO PLACE QUICK COUPLER '� ♦
IN PLANTER AREA WITHIN VALVE BOX, 6" ; EXISTING 3"MAINLINEFROM BACK OF CURB. / , , ♦` TO P.O.C.
314,
del
/ ♦ O
If
EXISTING IRRIGATION IN PERIMETER TURF � ''yip/`" Z� 3++" '
/
/ IO /�2 tau+LD GRIs
coo CrIotS
V
A
R (TYPICAL) y
CONTRACTOR TO ADJUST HEADS AND '/i/ %
LATERALS WITHIN EXISTING TURF AREA TO • DESCRIPTION F REVISION
DATE APPROVED
ACCOMMODATE NEW CONSTRUCTION (SHIFTS xx /ice % 1" �'" A9 -
IN SIDEWALK AND EDGE OF TOT LOT). I + _ /i�i'�♦ ` ` ` 2"••w�,. ,� . CONTRACTOR TO CUT AND SIZE NEEDED
' oRANCHO
/ C
` � + .. «. ... .. .. .� ... ... .. .. .r .. .,. .. .. ... .. .. ,. ' CAP EXISTING MAINLINE. Np S A Pyr
' ` bi ` —"`�"" �"�'� ' " Kew. HERITAGE COMMUNITY PARK
� I ` Z� '' 4 �•+i-�c'.i N Ca �e.,h'•►'GoiN a / /�a tae �\
AT
sr� /
�-- r– — r- --� , WORK LIMIT LINE a,� r. HILLSIDE AND BERYL
Underground Service Alert IRRIGATION PLAN
' \leu-V-E 'xx' tvO1E-: Exl sT1 r ^6,,Niw NE NOTe: 'rC 0 F C A����Q
PLAN CROSS REFERENCES APPROVED BY: DATE : �
1 Coto i�.gGTOiZ'Cb 09
\AwAfz` cool ('pzx_ ap" CGtVTRACTOR TO TIL'_ -t4ZW 41'MaW�►h+E If`ITO — • or
o
Call: TOLL FREE + r�o �►���"� �1U�-nccv MLD �ti•.Tta�+Ncxjtts>�tz>✓az NSI �-t��;���4"����� �.ocp.T�cv�>riz r�
vtiv v,c, cI-cY r�lc►T�-�avc�rsav�+_. srAWA► u611"T cor`Tw•c;r"Cw1 To CITY ENGINEER /"* R C E N o. 24953
Qt I""'" 1N Awmmuc-T C l') l�N NGW MAAC*"CI_TO NEIN VAI-V�j 1AC^Te�p
,y ,► 1 800 �4 w � _ C.0 mm. THE TOT-LOT A65�+OwN.CorvTKACTOK FOR NOTES AND LEGENDS SEE THIS SHEET -� DESIGN RECO�NEM
{ - To &*L ;0 C�L?.;NE0 WIKE6 FiZoMEX►ST.c 1�a FOR DETAILS SEE SHEET L-7 DEA ARCHITERRA DESIGN GROUP
a�tt� 2 $�.hGKS V�Ya&nA LcXA ED PIF, C4-04N Lt NKF�tvGE LANDSCAPE ARCHITECTURE
SEE BOOK SPECIFICAITONS SITE PLANNING
\L
227_2600 + - Rc� C>i�x) 1 -ev rvE�ev Zvi` LoC�.Ttolvs. FOR SPECIFICATIONS, �.0 ,
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 ' DRAWN 10621 CHURCH STREET, STE. 106 SHEET
RANCHO CUCAMONGA, CA 91730
�.,,i11w �'�,,� r►Nc, FOR CORRESPONDING GRADING PLAN SEE SHEET L-5 DEA (909)484-2800 FAX: (909)484-2802 �--6
TWO WORKING DAYS BEFORE YOU DIG CGt`f C,404N uNK PwAr-S FOR CORRESPONDING PLANTING PLAN SEE SHEET L-8
V. T`C
SCALE: 1" = 10' CHECKED DRAWING N0.
JAF DATE 05-21-01 RLA NO. 2834 �.•-
ARCHITERRA 99036 SHEET �_OF 10
0
w
z
30
z m PLASTIC VALVE BOX i
W t2 COVER ETCHED'IRRIGATION GATE' RMSH GRADE
aN OR EQL � TO SPRINKLER-ANGLE PIPE TO
SPECIFIED DEPTH WITH 450 EL S
C7 z SCM 40 PVC MALE ADAPTOR
I INISH GRADE SCH lO PVC UNION AS REQUIRED
'SNAP-TITE'WATERPROOF HI-POP SHRUB HEAD BODY SET TO
BRASS OR PVC NIPPLE CONNECTORS OR EQUAL 114'ABOVE FINISH GRADE
ELECTRIC CONTROL VALVE MULCH 'MI .
y PLASTIC VALVE BOX ':�y^t^S„-e.. - f:Nc f' -N'Nw• F
W MARKED'IRRIGATION RCV' :;•:;r�:,--,.-::,rnr:;-,A:;;r:;,rt;; ;i„ n:�;;:• FINISH GRADE
m CARSON OR EQUAL)
BALL VALVE-1 117 OR SMALLER WITH ETCHED WITH CONTROLLER 7 7-
STAP&ESS STEEL HANDLE i AND VALVE SEQUENCE 2 1 LEGEND:
IL
= L � FINISH GRADE I I I I I I_ I 1. POP-UP TURF ROTOR.
RESILIENT WEDGE GATE VALVE EPDXY r^„) I
COATED,2'OR LARGER WITH 2'OPERATING I 11 2. FWISH GRADE. o
z NUT
:o ! VALVE
SIDEWALK MOISTURE 3. SCH.60 PVC NIPPLE(MIN.4'LONG). NONPRESSURE
WHERER 1' SOD LATERAL LINE
'
` REQUIRED I 1 IIN SEED 4. SCH.40 PVC TXT NO ELL.
� �• .:�.` PIG TAIL EXPANSION
ff
S. MARLEX IO'STREET ELL.
3' 3' LOOP(MIN 24'LONGI
3 6. ANT DRAIN VALVE AS REQUIRED.
FLOW
BRASS ANGLE
VALVE WIUNION CLEAN BACKFILL-
k
1 ''�
0 3' 3/4'WASHED 7. MARLEX 90*STREET ELL. 9M COMPACTION
_ air CRUSHED AGGREGATE 4 i NION�RESSURE LATERAL LINE i FITTING. PRESSURE SUPPLY LINE
6 5 SCH 60 PVC NIPPLE 9. BCH.60 PVC NIPPLE,TYPICAL(2)PLACES.
4
Z I
CONTROL i COMMON WIRES SCH 40 PVC
MARLEX Or STREET LL STREET Ell
00NTP10I_WIRES MIN.2"OF CLEAN EARTH
: •Ar " ti fro LATERAL FITTING MARLEX 90°STREET ELL 1
�j NON-PRESSURE LATERAL LINE TYPICAL(2I PLACES •NIACATC,ATE�UD 2""FROM WALKS,CURBS,
S FADER BOAAO,
BRASS NIPPL NOTES:
SCH 40 PVC SXSXT TEE ANTI-DRAIN VALVE AS REOUIRED g 7 6 A EDGE OF LAWN.
31,rPRESSURE SUPPLY LIME 1. BELOW PAVED AREAS A MINIMUM OF 6'LAYER OF CLEAN EARTH SHALL BE
AG WASHED BASECRUSHED MOTES NOTE • LOCATE HEAD 12'FROM ALL SiAU1CTURES.
1 INSTALL CONTROL VALVES A MINIUM OF 12'FROM STRUCTURE OR HARDSCAPNIG 1. LOCATE HERO 7 TO 5 FROM WALKS,CURBS,IMROS[S1PIk-',MOWSTRIPS, INSTALLED ABOVE AND BELOW PIPING.
AGGREGATE BABE AND EDGES OF LAWN
2 PLACEINSTAVALVE
X PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS 2. USE TEFLON TAPE ON ALL MALE THREADS LIE TEFLON TAPE ON ALL MALE THREADS.
NOTES: 3. PLACE VALVE BOX AT RIGHT ANGLES LA STRUCTURE OR J•IAROS(',APSIG. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING
2. PROVIDE MINIMUM COVER OF 24.ON PRESSURE SUPPLY LINES 3"AND LARGER.
PRIOR4. PLACE AGGREGATE PRIOR TO INSTALLATION WITH OF VALVE BOJ( FEATURE AS PER THE IRRIGATION PLAN
1. INSTALL
VALVES A IN.OF 12"INSTALLATION S.ATTACVALVE PLASTIC Noert1 TON TAGwrrHAPPRORwNLTEcoMTnoLLFRAND 4.NEAD00N1ECT10NATBMTOMKeONLY 3. WHEN USING RECLAIMED WATER,MAINTAIN MINIMUM UY HORIZONTAL SEPARATION
2. INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. ��
3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS,
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR I•IARDSCAPMIG.
PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM V EACH SIDE OF RECLAIMED
S. PLACE AGGREGATE PRK)f3 TO INSTALLATION OF VALVE BOX.
WATER LINE.
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND ;
VALVE NUMBER. ;I 4. BUNDLE WIRES WITH TAPE EVERY 10'.
LINE SIZE GATE VALVE REMOTE CONTROL VALVE 12" HIGH POP UP HEAD TURF ROTOR TRENCHING DETAIL
SCALE: SCALE: SCALE: SCALE: SCALE:
'SNAP-TITE'WATERPROOF 1900 PCS SCREEN PERFORMANCE
CONNECTOR OR EQUAL FOR STANDARD A SMA►► RADIUS SPRAY PATTERNS AND UMBRFI 1 A BUBBLERS
NOW FLOW SENSOR CONNEC-
CLEAN BACKFILL-SEE SPECS TIONS. MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 Pq- 70
FOR MATERIAL 90% COMPACTION HARDSCAPMIG(SEE NOTE#4)
LEGEND: WIRE SERVICE LOOP LOOP GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6
COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED
v) REQUIRED ENOUGH WIRE TO EXTEND 2 t 3 1. PLAST)C VALVE BOX BUNDLE 6'ABO E GRADE) WIRE 8F 1' 3' 5' 8'#
- ' ' ' '
2. 1/2'STAINESSSTEEL HOSE CLAMP.3REQlARED. SPLICE BOX COVER WITH 8H 24178'#
8T 3' 5' 5' 91#
LOCKING TOP ETCHED'S.B.' 80 2' S' 7' 7'
3. QUICK COUPLING VALVE. TOP OF VALVE SHALL
��IIiII�=iIiil �='i li,I= BE 2'BELOW VALVE BOX COVER. 1OF - - 8' 5' 8' 10'
=_ 10H 2' 6' 2' 10' 11'1
`I1 r#
, Z = 4. GALVANIZED NIPPLE,LENGTH AS REQUIRED. 10T - 2' 6' 7' 10'#
111111=TRIER �=�'�li
4 10Q 2' 5' 8' 7'
S. PRESSURE SUPPLY LIE. 3' IN PLANTER AREAS 12F 101 5' 7' 8' 127
1 N 12
�}. 8. PRESSURE UNE FITTING. - 12TQ - - 2' 3' 5' 7' 10' 10'
Z 12TT 2' 3' 5' 9' 11' 12'#
- 7. GALV.90 DEGREE STREET ELL12H 4' 3' 8' 10' 12'# 12'#
` PROVIDE 6"MIN.OF SAND 6 12T 2' 6' 4' 10' 12'#
BEDDING AND SHADD04G -- 5 ZD 6. GALV.NIPPLE,LENGTH AS REQUIRED. 120 8 80 12'#
CONTROL WIRE SLEEVE- ° 1
SIZE PER PLAN,INSTALL 0. "REBAR STAKE 3g•LONG. 15F - - 5' 7' 11' 13'#
NON-PRESSURE LATERAL LINE ADJACENT TO PRESSURE ° 15TQ - 6' 8' 8' 15'#
SLEEVE-SIZE TWICE DIAMETER Z� SUPPLY LINE. 12' X 16'GREEN PLASTIC METER
� O OF NONNPREssL1RE LATERAL °. . ° ,• •° 10.GALV.90 DEGREE STREET ELL. BOX, CARSON OR EQUAL 15TT - 1' S' 6' 8' 12' 15'#
15H 1' 4' 5' 8' 12' 12'
M LINE ••, •• it.GALV.90 DEGREE ELL. 15T 34' 8' 12' 151# /54
GRAVEL,2 CUBIC FEET MIN. ^x `meq: 1 _ 2' 5- 6' 12' 15'#
- K _
15SQ 7' 12X12' 14X14' 20X20' 23X23'
17SST 0X18' 0X10' 16X16' 9X30'15CST 4X22' 4X29' 4X36' 9X24'
PRESSURE SUPPLY LINE SLEEVE- ��^ a 15SST 4X12' 4X24' 4X27' 4X3' 4X40'
SIS TWICE DIAMETER OF PRESSURE �1
SUPPLY LINE
d 15EST - - 4X14' 4X16' 4X20'
`U 4X18'
W 5F 3' 4- 1' 2' 3'
4A. _ NOTES: 11 t0 9 8 7 6 5H-B - 5' 10" 6" 2'
�}-- NOTE 50-B 5" 10" 3' 1'
1. ALL SLEEVES TO BE SCH.40 PVC. PLACE PEA GRAVEL PRIOR TO INSTALLATION 5CST-B 7" 14" 3' 5'
'
2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAI'iNG AT BOTH ENDS. OF VALVE BOX. 16F-SLA - - 6" 5' 14' 6' 14' 16'#16H-SUI - 6' 1' T 5' 10' 13' 10'
3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 24 VOLT WIRES. TAPED AND 160-SLA 6" 2' 5' 3' 12' 164 164
INTERVALS 22F-SS - - 8' 1' 4' 6' 17' 21'#
4. PIPING UNIDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY BUNDLED AT 15 FT. 5' 12' 18' 12'
22H-SS - 4' 1' 3"
SM.(24'MIN.TO 36'MAX.DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 2 CU. FT. PEA GRAVEL 22Q-SS 6" 2' 6' '3" 15' 20'# 22''
#RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI.
NOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS.
DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES.
SLEEVING DETAIL ~; QUICK COUPLER VALVE 24 VOLT SPLICE PCS SCREEN CHART
SCALE: SCALE: SCALE: SCALE: SCALE:
IiikD SCA pi Api
�a •
to n
e4T OQ�'
F 0 F C A��E
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
HERITAGE COMMUNITY PARK
AT
HILLSIDE AND BERYL
IRRIGATION DETAILS .441
APPROVED BY: 6 DATE :-- .* �Nr
CITY ENGINEER _ RCE No . 24953
DESIGN ARCHITERRA DESI GROUP RECOMMENDED
DEA LANDSCAPE ARCHITECTURE
SITE ANNI
SCALE: SCALE: 10621 CHURCH TREET STE. 106
SCALE: SCALE: DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
DEA ( )464-28W FAX: (909)484-2802 L-7
CHECKED DRAWING NO.
JAF DATE 05-21-01 RLA NO. 2834 177 3- Lm
ARCHITERRA 99036 SHEET _ OF -t
0
WORK LIMIT LINE s 1 S-2 S-2
................................................... 3 6 ..... , 14 PLANTING NOTES
/ 00
,
S 2 S-2 S-2 S-1 S-1 S 2 /
01 00
0 8 38 6 3 3 6 01 1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON
PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED
ON SPACING AND ADD ADDITIONAL PLANT MATERIAL(AT NO ADDITIONAL COST TO THE OWNER)
EXISTING TREE TO REMAIN(TYPICAL) _ _ / REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED
CONTRACTOR TO PROTECT IN PLACE 5 _ - • - - - - - - - - - - - - - • - - . - - - - - - - _ 00 DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN
/ _ •; ---------- - - - - -------- - -- - • OR LEGEND. LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.
_ _ o , o o 2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT
/ INSTALLATION PER PLANS AND SPECIFICATIONS.
% EXISTING TURF ,�'� - � o ___- ___ ___ � /
j AREA 00 3. CONTRACTOR SHALL BE LIABLEIOFOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND
- '�--___-_ REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATNS.
/ 01
S-3 • _ _ _ _ __ - _ - - _ _ - _ - 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE. `
S-200
— - - • - - --_ _-- _ _ _ _ - -_ - /
/ _ - _ • — / 5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT
• . - - - / MATERIALS.
000
S9 • - - _. S7 /
/ 39 • / 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE
/ 15 / IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. (SEE SPECIFICATIONS).
/ 01
ll
j
244 2 S-67. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.
' • ,
/ 9 / 8. LANDSCAPE CONTRACTOR SHALL TAKE FOUR(4) SOIL SAMPLES FROM THE SITE AT LOCATIONS
S-5 10 APPROVED BY THE LANDSCAPE ARCHITECT. THE SAMPLES SHALL BE TAKEN AT A DEPTH OF 12"
/ AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVED SOIL AND PLANT LABORATORY FOR
16 EXISTING TURF AREA j AGRICULTURAL SUITABILITY TESTING. THE COST OF TESTING SHALL BE INCLUDED IN THE
CONTRACTOR'S BID.
01
/ _-_ 00 9. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND
I tl BACKFILL MIX SPECIFICATIONS(SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY
/ - S 7 j OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE
01 0 8 01 SPECIFICATIONS.
• 00
10 SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER
! EXISTING TREE TO BE TRANSPLANTED S-2 /
/ AREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS.
� TO LOCATION SHOWN. — ,' �
11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED
T-3 _ % LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION
00
LINES/SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND)OR
/ HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK
/ OR PLANTS, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.
S-5 00 12 WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOWSTRIP OR
HEADERBOARD AS INDICATED ON DRAWINGS.
2 00/
00 13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S
T-1 00 REPRESENTATIVE.
42 00 00 14. IT IS THE CONTRACTORS, RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN
ON THE GRADING PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADE MUST
V) - _ S-9 T-3 00 BE ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW.
5 243 00
S8 _ /
S3 3 _ /
�
00
01 T-4 _ - - %
16B. T.F. 2 - S-6 /
00
00 3 %
/ • 00
01 PLANT LEGEND
Q % - _ - _- - _ O G S-7
/ - -
13 / SYMBOL
N 00
_ S-3 S-4 5_ O p CALL-OI.LI BOTANIC NAVE CDLWN NAM SIZE SPACING COMMENTS
S-2 % TREES00
-
LLJ
Z 00 12
J /
z • • S-9 S 1 - - C �:iiiiiiriiiii/. T-1 Cfrtal�a tashikerxer�eis CfMalpa 24"box Per Plan Standard
F-
00 — S-2 0 T-2 Ficus rubginosa Rustyteaf Fig 24m box Per Plan Standard
a J / S-7 —
q Y � S-5 8 O O � T-3 Pnjs cananensis
jr / 3 S-7 1 Canary Wand Pine 24"box Per Plan Standard
w-, O % S-2 7 Z T-4 Washinglonia wiwa Calilornwa Fan Palm 16 B.T.F. Per Plan Standard
000
� EXISTING TURF AREA — S-6 000
0 SHRUM
01
00
/ - - -- 3 % S-1 Carpobrotus chiwnsis Ice Plant 1 pion 12"o.c.
%
• 0 S-2 Heuchera sarWnea Coral Belts 1 gallon 12"o.c.
01 • t •
0 S-3 Hyrnenoxys acaulis Angelita Daisy i gallon 12"o.c.
00 00
.0' 01
01
S-4 Iris douglasiana Pack Coast Iris 1 gallon 18'o.c.
01
00
01 S-5 Muhlenber9ia capiilaris Hairy Awn Muhiy 5 gallon 36"o.c.
00
S-6 Mt e a ng" Deer Grass 5 gallon 36"o.c.
'01
/ S-7 Penstemon gloxinoides Border Pensfemon 1 gallon 18"o.c.
/
00 S3 n O 00 S$ Phormium'Tricolor' New Zealand Flax 5 gallon 36"o.c.
0 * S-9 Salvia chamaedryoides Blue Chihuahuan Sage 1 gallon 18"o.c.
S-4 01
/
11 o j MULCH NOTE:
S-1 moi O -- --- f Shrub plan l
areas to receive a 4"layer of recycled wood mulch top dressing. Mulch shall consist of processed wood material equal
0 , , supplied by a ala Rock and Sand, Upland, CA,(909)982-6713(or equal). Submit sample of any alternative material prior to
_ . . . . /
purchase ardor placement for city inspecbr's and owners representative approval.
CONTRACTOR TO RE-HYDROSEED ALL DAMAGED 10:e JA
TURF AREAS DUE TO NEW CONSTRUCTION. �i,� S-1 /
CONTRACTOR TO MATCH EXISTING TURF VARIETY.
i
S-4 - - 1,Z
'Ie, 4 ---
--- T-2 /
s-a • DESCRIPTION O F REVISION oaT>= APPROVED
3
{; - - CITY of RANCHO CUCAMONGA
�OSOApF
EXISTING TURF AREA / % Kr""'w ,49c; HERITAGE COMMUNITY PARK
leefiiiii.....ai.ai/ii�iilx�iai.......ai........��iaiiia�raiii.aiiaa � w c►
AT
WORK LIMIT LINE
HILLSIDE AND BERYL
EXISTING TREE TO REMAIN(TYPICAL)
CONTRACTOR TO PROTECT IN PLACE
Underground Service Alert • \`�r PLANTING PLAN
t�
OF
C 0-
Call: TOLL FREE _ PLAN CROSS REFERENCES APPROVED BY: DATE :,- 01
CITY ENGINEER RCE No. 24953
((
1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET ' y DESIGN ARCHITERRA D N GROUP � :®
FOR DETAILS, SEE SHEET L-9 DEA
LANDSCAPE ARCHITECTURE
EXISTING TREE PROTECTION NOTE(TYPICAL): SITE PLANNING
227-2600 CONTRACTOR TO CONSTRUCT SAFETY CONSTURCTION FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS �4 10621 CHURCH STREET.,STE. 106
TWO WORKING DAYS BEFORE YOU DIG FENCING AROUND ALL EXISTING TREES. SEE
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
CONSTRUCTION PLAN FORAODTIONAL INFORMATION. FOR CORRESPONDING GRADING PLAN SEE SHEET L-5 DEA (909)484-2800 FAX: (WO)484-2802 L_8
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 SCALE: 1" = 10' CHECKED DRAWING NO.
JAF DATE 05-21-01 RLA NO. 2834 17 7 3—L
ARCHITERRA 99036 SHEET �_OF 10
4'Of COMPACTED WOOD CHIP
NDTEB:
I.IEIIDVE NURKAY STAKES
ry
2.STAKEB TO BE PLUM AMO
MULCH,
NARDBCA►1NG(CONCRETE HEADER,
CURB t GUTTER,SIDEWALK.ETC.) FINISH GRADE
PARALLEL
B.STAKE TREE PERPENDICULAR
TO PREVAILING WIND A
U ^ N NE HALF OF SPACING 1. TIE FRONDS TOGETHER AT TWO(2)PLACES
` „ T 1 WITH JUTE TWINE TO STABILIZE FRONDS
n ^ W E LIMIT OF PLANTER AREA REQUIREMENTAND PROTECT HEART PRIOR TO
MOVEMENTIUELIVERY.
V B <vF`J � TIGHTLY COMPACTED 3'BERM TO FORM
v DEPRESSED WATERING BASIN. �� A, � � 3 2. TRIM NO MORE THAN 1!3 OF PALM FRONDS.
TOP OF ROOTBALL TO �`� t'W000 CHIP MULCH. � W 3. CROWN-TRIM FOR UNIFORMITY ONLY.
TO/OF STAKES!FLOW EXTEND 2'ABOVE �� W =
MEAD Of TREE WHERE FINISH GRADE = Y
�-p>— SPECES GROWTH IMSR PERMITS. Y z 4. PALM TRUNK. SEE PLAN FOR
�'t}L MAIN TRUNK SHOVEL CUT EDGE COMPACTED
121 SETS OF CINCH TES SPACED 21' NATIVE SOIL Q 4 ` D/��SISINNED TREATMENT.
APART.ATTACH WITH GALVANIZED
IS SCREWS To r LODGE POLES, I'_
S. r BERM TO FORM DEPRESSED WATERING
r INA LooGE POLE PNE rrArEs � 3
BASIN.
WITH WOOD PRESERVATIVE STAMP. J O
DRIVE A MINIMUM OF 0'INTO ,^�^r Q 1= g• CONCRETE SAPID BAC*Li PER
UNDISTURSE D SOIL AND►OSIIIOM ^' ma,k DL M
In
STAKES OUTSIDE ROMBALL.
CD
ARR GUANO TURF AREAS AND ROOT BALL ' --�I F NOTES. Q
WW r
FRONT YARD:. iib CS
TOP OF ROOTSAL.L TO EXTEND 2' 1. PRIOR TO PURCH"&PLACEMENT Of THE MULCH,THE CONTRACTOR SHALL F Z 7, RCIOTBALL.
ABOVE F"MM QMOE ^ L. PLANT PIT TO BE 121 TIMES THE SUBMIT A SAMPLE TO THE INSPECTOR FOR N 15 11.APPROVAL. UNDISTURBED NATIVE SM_
00 TIGHTLY COMPACTED 9'BERM TO FORM '-'-"I' WIDTH Of THE ROOT BALL. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS ANO BLEND X d
WATERING BASNI FOR RESIDENTIAL AND r—~ ;— INTO EDGES AT GROUND COVER AREAS W _ _
GROUND COVER INSTALLATIONS LOCATE rtil�-,^IL1ir^^w 5q�- ,1�t dk' '^G ,'• - '•",
OUTSIDE of PUNK vrt BEwMx w ruRF ^' 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
MEAS TO BE REMOVED PROM TO CRY 1 ! _ NOTE:
ACCEPTANCE NOTE: t PLACE NO MULCH WITHIN A r RADIUB Of THE CROWN Of A WOODY PLANT. 46-
NATAIE
CONTRACTOR TO WATER PALM IN WITH VITAMIN
a 1.ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
B-1 PLANT TONIC TO HELP REDUCE TRANSPLANT
NATIVE BACKFILL WITH NO SPACING(TRIAIIGULARj UNLESS OTHERWISE INDICATED QNROCKS GREATER THAN 3' IDDIAMETERPLANS. SEE LEGEND FOR SPACMIG REWREMENTS.LKS.CURBS CA
UNDISTURBED NATIVE SOIL. 2 SIA R LIRE MTI ATDIOtdS SHADJACENT TRUBS ANO O WALLS.WAGROUNO COVERTBA" � NATIVE BACKFILL WITH ND SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACINGROCILS RREATER THAN S'DANOTES. FROM SLICII UI,BTS. SEE LEGEND FOR SPACNdC REQUIREMFIITS.
1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE aw;14 OF ROOT BALL.DO NOT CRACK ROOT BALL 3 SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE
BOE UMDMITIN KO
LEQEO ARE ESTIMATES ONLY. T1rp
TWICE ROOT YL WIDTN
TREE PLANTING SHRUB PLANTING -r SHRUB SPACING MULCH LAYER PALM TREE PLANTING
�
SCALE: SCALE: SCALE: SCALE: � SCALE:
3 LEGEND:
i. 2"DIA.GALVANIZED STEEL FENCING POST.
TREE PROTECTION FS
i 1 % LENGTH AS REOUIRED.DRIVE PIPE INTO
GROUND A MIN.OF 2 FT.
� I 1 1 2 r HIGH ORANGE PLASTIC CONSTRUCTION
1. "PROTECTED ZONE" FOR EXISTING TREES: BEFORE BEGINNING ANY DEMOLITION OR CONSTRUCTION 3. POTENTIAL CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT SHOULD ANY
SAFETY FENCING WRAPPED AROUND TREE OPERATIONS,THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND ALL EXISTING TREES WITHIN POTENTIAL CONFLICTS ARISE BETWEEN THESE SPECIFICATIONS AND/OR LARGE ROOTS ENCOUNTERED IN THE FIELD,
��, ; p q AS SHOWN.SECURE TO FIANCE POST AS THE CONSTRUCTION ZONE THAT ARE TO BE SAVED. THE FENCE SHALL BE INSTALLED NO CLOSER TO THE TREE AND CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOT TAKE ANY ACTION IN SUCH CONFLICTS WITHOUT THE
1 1 1 N NECESSARY. THAN THE EDGE OF THE TREE'S PROTECTED ZONE(OR AS FAR AWAY FROM THE TRUNK AS PRACTICABLE). THE ARBORIST'S WRITTEN APPROVAL. THE CITY INSPECTOR SHALL HAVE FINAL AUTHORITY OVER ALL METHODS
I EXISTING TREE TRUNK CONTRACTOR TO FENCING SHALL BE OF A MATERIAL ACEEPTABLE TO THE LANDSCAPE ARCHITECT. ALL CONTRACTORS AND NECESSARY TO HELP ENSURE THE PROTECTION AND SURVIVAL OF EXISTING TREES.
PROTECT IN PLACE. THEIR CREWS SHALL NOT BE ALLOWED INSIDE THIS'PROTECTED ZONE",NOR SHALL THEY BE ALLOWED TO
�. %% 1 1 � STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA. NO WORK OF ANY KIND, INCLUDING TRENCHING, 4 PRUNING: PRUNE ONLY THE TREES THAT ARE INDICATED ON THE PLANS AS REQUIRING PRUNING. PRUNE TREES
ASURLL PIPE YELLOW WARNING T SHALL BE ALLOWED WITHIN THE PROTECTED ZONE EXCEPT AS DESCRIBED BELOW. THE FENCING SHALL ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300 STANDARDS.
I REMAIN AROUND EACH TREE TO BE SAVED UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS. A. REMOVE ALL DEAD WOOD.
S. COMPACT SUBGRADE.
2. NECESSARY WORK: WHEN IT BECOMES NECESSARY TO ENTER THE`PROTECTED ZONE",SUCH AS FOR FINE B. PRUNE LIVE WOOD FOR HEALTH OR STRUCTURAL REASONS ONLY, INCLUDING THE NEED TO ELIMINATE
GRADING, IRRIGATION INSTALLATION,AND PLANTING OPERATIONS,THE CONTRACTOR SHALL STRICTLY ADHERE DISEASED OR DAMAGED GROWTH,ELIMINATE STRUCTURALLY UNSOUND GROWTH, REDUCE THE POTENTIAL
TO THE FOLLOWING RULES: FOR WIND TOPPLING OR WIND DAMAGE,OR TO MAINTAIN GROWTH WITHIN LIMITED SPACE. DO NOT REMOVE
MORE THAN 25%OF ANY TREE'S LIVE FOLIAGE IN ANY ONE GROWING SEASON. PRUNE ONLY TO
INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300 STANDARDS,AND ONLY UNDER THE DIRECT
1 2 A. EVERY EFFORT SHALL BE MADE TO PRESERVE THE EXISTING GRADE AROUND LARGE TREES IN AS WIDE SUPERVISION OF A CITY INSPECTOR.
NA AN AREA AS POSSIBLE. FINAL CUTS SHALL BE MADE JUST OUTSIDE THE SHOULDER RING AREA. EXTREMELY FLUSHED CUTS WHICH
TRENCHING WITHIN THE DRIPLINE OF EXISTING TREES SHALL BE PERFORMED BY HAND, AND WITH C. PRODUCE LARGE WOUNDS AND WEAKEN THE TREE AT THE CUT SHALL NOT BE MADE.
B. EXTREME CARE NOT TO SEVER ROOTS 1-1/2"IN DIAMETER AND LARGER. WHERE ROOTS 1-1/2"IN ALL TRIMMING CUTS SHALL BE PERFORMED IN SUCH A MANNER AND PROMOTE THE NATURAL GROWTH AND
z DIAMETER AND LARGER ARE ENCOUNTERED,THE CONTRACTOR SHALL TUNNEL UNDER SAID ROOTS. D. SHAPE OF EACH TREE SPECIES.
EXPOSED ROOTS THAT HAVE BEEN TUNNELED UNDER SHALL BE WRAPPED IN WET BURLAP AND KEPT IMPROPER PRUNING METHODS INCLUDING, BUT NOT LIMITED TO,"TOPPING",'TIPPING','HEADING BACK",
a MOIST WHILE THE TRENCH IS OPEN. E. 'DEHORNING",AND"LIONTAILING"WILL NOT BE ALLOWED.
�,.. <-�4 C. WHERE ROOTS 2"IN DIAMETER OR LARGE MUST BE CUT DUE TO EXTENSIVE GRADE CHANGES,THOSE SHOULD THE CONTRACTOR REQUIRE MORE INFORMATION,THE CONTRACTOR SHALL CONTACT THE ISA
ROOTS MUST BE EXPOSED BY HAND DIGGING AND CUT CLEANLY. RAGGED CUTS GENERALLY DO NOT F. AT(217)355-9411 FOR A COPY OF THE ANSI A300 PRUNING STANDARDS. CONTRACTOR SHALL ADHERE TO THE
HEAL PROPERLY, AND MAY LEAVE THE TREE OPEN TO PESTS AND PATHOGENS. METHODS AND PRACTICES SET FORTH IN THIS DOCUMENT.
a � � �" o�� D. WHERE TRENCHING NEAR TREES HAS ALREADY OCCURRED FROM PREVIOUS CONSTRUCTION
r L L1 -� OPERATIONS,THE CONTRACTOR SHALL MAKE EVERY EFFORT TO CONFINE HIS TRENCHING
'L" `� ��c cru y` OPERATIONS TO THE PREVIOUSLY-CREATED TRENCHES,WHILE ADHERING TO THE CONDITIONS SET
i cu r� o oo c c� o
FORTH IN 38.
\ 5
. wSAFETY CONST. FENCING TREE PROTECTION NOTES
��.
a
SCALE: SCALE: SCALE:
�'NpSCApF
Kr`y"'w�'9c�
GOP
_�ry _ �/I
Q`?
4rF
OF Clk
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
HERITAGE COMMUNITY PARK
AT
HILLSIDE AND BERYL
PLANTING DETAILS
APPROVED BY: DATE o/
CITY ENGINEER RCE No . 24953
WI
DESIGN
ARCHITERRA D GN GROUP
J DEA LANDSCAPE ARCHITECTURE
SITE SCALE: DRAWN RANCHO cucAMONGn CA 91730 SHEET
SCALE: SCALE: 10621 CHURCH STREET,STE. 106
SCALE: L-9
DEA (�)184-2'x00 FAX: (BOD)�B4-2b02
CHECKED DRAWING NO.
JAFDATE 05-21-01 RLA NO. 2 � --
ARCHITERRA 99036 SHEET OF
i
i