HomeMy WebLinkAboutSpruce Park skatepark 1
DEVELOPER/OWNER
Ak
I T E C T R A L
ALiCl
SCAP- 1
0
U T1 uME TS
c 0111, x s 1""m nu, ", c I v c
1
VICINITY MAP GENERAL NOTES SHEET IFEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES 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.
>OUTHERN PACIFIC P.R.
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 T-1 TITLE SHEET
J DAMAGE INSURANCE AS REQUIRED BY LAW.
5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT `-1 SITE PLAN
1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
zQ
BASE LINE READ 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL - GRADING & DRAINAGE PLAN
✓� RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L
7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS �-3 CONSTRUCTION PLAN
LLJ ��j HAVE BEEN APPROVED BY THE CITY ENGINEER.
LTJ ��� 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT DETAILS
Q �� P P WIDE FLAT ARE AT THE TOE OF SLOPE. L-4 CONSTRUCTION
9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT
Z ESTABLISHMENT IS ACCOMPLISHED, ADEQUATE MAINTENANCE (TYPICALLY 180SHALLSHALL
Li j �P 9L CONCLUDE ONLY AFTER VERFCATIONNOF LEAF-OUT, FALL COLOR, FI OWER COLOR, OVERALLSPLANTLHEALLMH,EAND WITHI CITYICOUNCILEACCEPTANCE L-5 CONSTRUCTION DETAILS
OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW
PROJECT SITE REPAIRS,REPLACEMENT,, CERTILIZING AND LEANING AND ADJUSTINGPLYING SUCH SPRAYS AS ARE NECESSARY TOARY KEEPOTHE PROPER
IRR IRRIGATION EAND SYS EM PIN EEP. MAINTENANCE ALSO INCLUDES GOOD WORKING ORDER WITH PROPER L-6 IRRIGATION SITE PLAN
COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L-7 IRRIGATION PLAN
t� sT 1 1• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. L-8 PLANTING PLAN
12.
CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
� AVENUE k BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS
# BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS
Ju ��' # BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS
d NOT TO SCALE BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS
• d
13 MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE
FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
MAINTENANCE RESPONSIBILITY MAP 14. PRIOR TO FINAL CONSTRUCTION. CONSULTANTS
PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
+ PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
+ PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. �►
* ANL UBLICUNUSUAL
TREESTOXICITIES
SUUBJECT TONUTRIENT
INSPECTION DEFICIENCIES
AND CCEPTANCEREQUIRE
BYY THEBACKFILL
ENGINEERING SOIL
N DIVISION• AS DETERMINED BY THE CITY INSPECTOR. PURKISS-ROSE/RSI
+ PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE ARCENI'EC'111RE
001 WMN HAS BLVD.
INJILLINkMIK Com."U2
Mk 014471—4
/AX:014471-1144
PURKISS ROSE - RSI GENERAL NOTES
A. ALL CONSTRUCTION SHALL BE ACCORDING TO CONSTRUCTION
DOCUMENTS PREPARED BY PURKISS ROSE/RSI LANDSCAPE
ARCHITECTURE, RECREATION AND PARK PLANNING AND SHALL
CONFORM TO RANCHO CUCAMONGA CITY STANDARDS. CIT,
COORDINATE WITH CITY PRIOR TO CONSTRUCTION, DESCRIPTION OF REVISION DATE
CUCA4�0APPROVED:
B. CORRELATION OF DRAWINGS AND SPECIFICATIONS; ANY WORK
NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE O �n
SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND
PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED
FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO
DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS
SHALL BE REPLACED. D
C. D❑ NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED. � -�
CITY OF RANCHO CUCAMONGA
O
D. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL 7� TITLE SHEET
k' TLANDSCAPEZ
BE CALLED TO THE IMMEDIATE ATTENTION OF HE
ARCHITECT. FAILURE TO D❑ SO WILL PLACE RESPONSIBILITY U D SPRUCE PARK
ON THE CONTRACTOR FOR CORRECTION.
SKATEPARK
E. CONTRACTOR TO PROVIDE CITY WITH DRAG FORMS FOR
APPROVAL PRIOR TO SHOTCRETE INSTALLATION, ALL DRAG APPROVED BY: jF DATE:
eZM W
FORM RADIUS SHALL BE PER PLAN. • • CITY ENGINEER RCE: QD
P14Y 1ISSIOSe - YS]F. CONTRACTOR SHALL VERIFY ON SITE, ALL DIMENSIONS ANDDESIGN: SCALE: �"--
NpSCAp
LOCATION OF ANY UNDERGROUND UTILITIES, IRRIGATION, Z.8nd8C8 '�1)L�eCtl�re D.K.O. �p f�,� ` AS NOTED O
DRAINAGE, ELECTRICAL, PHONE, ETC...
Recreation and Park Planning DRAWN: SHEET: >_
SM Nodh Ha bor Boabvwd C.G.G. ,i' � �� T-1 OF 9 Q
PUBMWD,Cavkada I q 3 }
PAxm4)m-lw DATE: +� - DRAWING NO.; _L
Cn4) -36,� 5-5-98 'lf Of LA / LT1
SPRUCE AVENUE
�`XISTINId
M
PAR G0URM SITE PLAN NOTES:
I. THE SITE PLAN IS FOR RENGE ONLY,A ND FOR OVERALL LOCATION OF
SKATEPARK IN RELATION TO EXISTING CONDITIONS.
REFER TO SHEET L-S FOR ADDITIONAL IWORMATION.
2. POINT OF DEBINNIN6 TO DE LOCATED AT THE CENTER OF THE EXISTING PAR COURSE,
AND THE ClWER POILNT OF THE EXISTING TOT-LOT PLAY AREA.
EXISTING RE' 40E TO THE P.OB. HAS DWI MADE ON THIS SHEET AS YELL AS ON SHEET L-3.
PARKING
��1av AMA
EXISTING PLAY AREA
EXISTING
REgT ROOMS
U Nmptt POI
or Tolr_ IIIIIAAAAATTTTT q0 Dm.
EXISTING PLAY AREA I
.• �Q� l
T 1 I
lu
z
t EXISTING 10000'�
i AR
MIEA
ti
Ll
TAmA�
EX�TMI IRAN.
bCISTINd PICNIC
IN
PADS ('TYI"�
y ,..
— 19
PI Ne, AREA ` �Aw MMA
n
P.O. SCALE: 1 '=20'
EXISTINd
ARMNI TO 64 L�ocATM
I Na
�k Ext INS AT NOP
PAIL DESCRIPTION OF REVISION DATE CITY
APPROVED:
O O�r�
V
Q ` �
D
EXISTINd APARTMENT COMPLEX � -'
CITY OF RANCHO CUCAMONGA
P O O
}- SITE PLAN
D SPRUCE PARK
SKATEPARK
APPROVED BY: DATE:
CITY ENGINEER j RCE:
.Y ISS,*YOSe _ YSI DESIGN: JSC SCALE:
La1ld8Cape ArdiibLCh1I'e D.K.O. �O oY ON 9Qc 1"-20'
Reavatim and Park Planning DRAWN: y + SHEET
O/M����*���y�����yy��p--'—rte W �
SM[�Halbw C l
Pullwh e,Cal�ia 92832 C.G.G. J _ a T• L-1 OF 9
� Rc +v
PAX.'(n4WI-1188 DATE: f� ATF �Q DRAWIN N0.
qT
(n4WI-36M 5-5-98 F 0F Gq`�<ia/
,t
GRADING NOTES:
\ \ a 1
1. ALL 6R 6 KITHADINSHALL BE IN ACCORDANCE KITH THE CITY OF
1• �, � ; , , , , RArICHO CucAMONSA GRADING CODE AND ANY SPECIAL
REQUIREMENTS Of THE GRADING EMIT.
2. ALL DRAIN LINES SHALL BE MINIMUM 4- DIAMETER, AND HAVE A
/ �` f 1► ` "� 1 ` ! 2% MINIMUM BALL. DRAIN LINES SHALL BE INSTALLM WITH
+ i EVERY 100 FT. PER GORE.
I
lI S. ALL CATCH BASIN'S AND DRAINS SHALL BE AS NOTED AND SET
PLUSH WITH rROPOSE:D FINISH 5URFA0E OR PROPOSED FINISH
GRADES, AND 5FW_L BE Cl-EANED OF ALL DEI9RI5 AT COMPLETION
HP OF INSTALLATION.
{ 1256.90
J �
125§22 f J 4. DRAINLINE LAYOUT 15 DIAGRAMMATIC.
f i 1 S. CONTRACTOR SHALL COORDINATE DRAINLINE LOCATIONS 50 AS
�._.F J �1� •� f t NOT TO CONFLICT NTH TREE INSTALLATIONS AND EXISTING SITE
UTILITIES.
b. ALL PAVED AREAS SRALL SLOPE: AWAY FROM BUILDINGS AND
\ t j STRUCTU QZS WITH A IM MINIMUM FALL. PLANTED AREAS SHALL
HAVE A MINIMUM 2% FALL.
1. PINISM SRADE AT TUFF AREAS SHALL BE ONE INCH BELOW FINISH
SURFACE OF SIDEWALKS, CUIW, OR PAVED AREAS. AT PLANTING
_ AREAS FINISH ORAL'7E SHALL Be 20 BELOW SAME, 4#4JMS SROM
OTHERWISE).
O. rINISH S ADE SHALL HAVE A UNIFORM SURFACE:, FREE FROM ALL
It tI 0E110REMON5 AND ALL OBJWTS THAT MAY BE A HINDRANCE TO
CONSTWJCTION, PLANTING OR MAINTENANCE OPERATIONS.
4. ALL CONSTRUCTION AREAS SHALL BE FREE OF ROOK, DEEMS, M.
ALL EXISTINS PCEDS SHALL BE REMOVED.
AL
10. INSTALL ALL STEPS WITH A MINIMUM IAS WASH. CONTRACTOR
10, MAY RAMP PAVING AWAY FROM TOP AND BOTTOM RI50ft AS
NECCMARY AT MAXIMUM 2%, MINIMUM IS FALL.
\ 1
{ l 11. DIRT AND DEMS TRACKED ONTO EXISTING STREET'S SHALL BE:
REMOVED FROM STREETS ON DAILY BASIS AND AT COMPLETION
r / 7 IF { 1 { Or CONSTRUCTION.
TQ 1258
TB 1257. 8
KEY
/ / {' + i Ba - BOTTOM OF STeft
(Q r5 - FINISH SURFACE
t 1 � f 1
� � MP - � POINT
O i r j
F \ I W - INVMr ELEVATION
V
LP L.ow naNT
55. 0. Ta - T+0!' or BAH
�. ` `tt-- + TIG - TOP Or CURB
/f '� TP - TOP OF PYRAMID
a� 1254.80 BS
J! , TR - TOP OP RAJL
62 TS $ 'l `� , ' 1 i TS - TOP OP ST W5
4F
TW - TOP OF WALL
PR DPOOM CONTOIA! LINE
uj
CXISTINS CONTOUR LINE
1 � 4- �1. DO
aR
,E16 �,a• ` �� _ DRAR&INE
ul PL.OW LINE
i,
` It
SCALE: 1's 10'
V Ho\e
CITY
l f 111 l r��
`\ CURB \ �••� '�` / i { 1 DESCRIPTION OF REVISION DATE APMOOVED:
r - L� Mo
��i A
•� fir- r� I (- ► � � -�
'E 1254.02
1,25 ✓ �+i I I �-1- CITY OF RANCHO C U CAM O N GA
o AID
i a GRADING AND DRAINAGE PLAN
i
1 FINISH ORACV— y SPRUCE
- ' °I TINs i U1.1c-:c
_----- , / t__, ._ �. S K AT E P A R K
APPROVED BY: DATE:
'DRAIN LINE FROM $KAI ErI�►RK `j M``----''� �� f i CITY ENGINEER RCE:
SHALL DAYLIGHT AT EXISTq�lE3 _�� ,` uY is s rose irs� DESIGN: NpSCA Ste:
BWALE. k Lau�dscapeArchi*ctur+e D.K.O. ,�°\ orioN �41. _ 10
INVERT RIM ELEVATION — - �_.
--- � `1 '� R�ecreativ�l and Park Planning DRAWN: o '� SHEET
A8 NOTED ON PlcAN. " "` d01 Noeih I•Iuboe Douh►.rd -
\ - _ l ` / r P1�lluoon,caukWAS1,21 C.G.G. L L-2 OF 9
IG ru C)
PAX•(714)VI-IIN DATE: `n>A OATS �Q DRAWING N0. _
M4 71-6M 5-5-98 orf Op CA1�f�Q� LV•
M
CONSTRUCTION LEGEND
o FLAT RAMP, REFER TO DETAIL 'A', SKEET L-4 IS INSTALL b" ROUND METAL BRONZE ORATE
O TRANSITION RAMP, REF • DRAIN OPENING ON SIDE OF WAIT.
'BER TO DETAIL ', SHEET L-4 MAI�1F: NOS MODEL: 918-8
�
1 O CONCRETE ISLAND, TO DETAIL 'hI', SHEET L-4 Ib SMALL BON., REFER TO DETAIL "E" SHEET L-5 o
rr j 4 ' 1
y o GRINDING BENCH, REFER TO DETAIL 6, SHEET L-4 a SPLINE REFER TO DETAIL "M" SHEET L-4
\ 8 5 STANDARD TOE CONNECTION REFER TO DETAIL 'F' r r
� � o L , SHEET L-4 Ib COPING EDEE, REfBR TO DETAIL A SHEET L-5
I 1
14 E O CONCRETE SLAB, REFER TO DETAIL 'E, SFT L-4 O 19 DONOR WAIL, REI P. TO DETAIL "F" SHEET L4
TA F A i.! ; CONCRETE SLAB PERIFOOTING, REFER TO DETAIL b' SHEET L-4 0
RETAINING WALL, TO DETAIL "L" SHEET L-4
.--
�• � � r � � � j ' i 1
STEEL EDEE, REFER TO DETAIL '0%, SHEET L-4 ® RETAINING WALL, REFER TO DETAIL r 6r SHOT L4
16 `
16 '� I b i i O SLOPED STEEL 6RINDIN6 RAIL, REFER TO DETAIL 13, SHEET L-5
CONCRETE 6RINDIN6 BENCH, REI TO DETAIL 'G, SHEET L-5
I I BAUER BOX, REI TO DETAIL "H", SHEET L-4
} oAW
CJ
CENTER OF TOT-LOT'\ /`} �b�'�' i
. -- RAIL BOX, REFER TO DE "I"
TAIL , SHEET L-4
PLAY 4 CIL 12 P .L. r L I IS STEPS, REFER TO DETAIL "IC , SHEET L-4
6" HIGH CURB, REFER TO DETAIL "J", SHEET L-4
/ i r Ib'-2" 1 ( r GJ
7/ ,
-� / SYMBOLS LEGEND CONSTRUCTION NOTES:
I. ALL FORMS AND ALI6NMENT'5 OF PAVING, LAYOUT, AND 5PECIAL
P.O.B. POINT OF BE6iNNIN6 PAVING AREAS SHALL BE REVIEWED AND BY THE CITY'S
R RADIUS �dJTHORIZED TAT)VE PRIOR TO POURING (GIVE A MINIMUM OF
'� 48 HOURS NOTI
E0. EGUAL
/ an ? 1 GJ CONTROL JOINT 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO
� �„ 17 �� 4 - J 4 (SAH"GUT I/8 THICK CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES
Rio, 1'YP. _ ! �i I BY 2 DEEP) I . NOTIFY USA TOLL FREE I-800-642-2444 PRIOR TO Dt661N6.
\�' ,�.•"- J j • _ , KJ KEYED KOLD JOINT 5. ALL GON511�JGTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST
- F .b 8 I �� ' Th TURF AREA EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC HdORKS.
40 I Q 5 ,g 2 1% 1 ; j ii 15 AVAILABLE THRU BUILDING NEAS PUBLISHING
2 � 2 _ � 1 RL E LINE 1612 S. CLEMENTINE ST. ANAHEIM, CA. 92802. TEL. 0 CTI4) 51"1-09'10
2 1 r 1 ' r EXPANSION INT
� TA to-I I - � E!J JO 4. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND
q j
21'
1 b i + ANY D I SGREPANL I E5 SHALL BE 5R OUvHT TO THE ATTENTION OF THE
64 \� GJ 5 I ! C LANDSCAPE ARCHITECT AND CITY EN6,1NEi R.
-- 14 b ' t!f { t S. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS
12 AND SITE CONDITIONS BEFORE STARTING WORK. THE CITY
X ; ' 1 SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES
CJ i
i OR POSSIBLE DEFICIENCIES.
TA
f % n ' 4 I I I ( h b. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE GON5TRJCTED
/ TA I SIMILAR TO THE DETAILS FOR THE REF °I IVE MATERIALS.
-4
2 % �, !r - b 8' 14 i i '1. THE DRAhANCPS AND SPECIFICATIONS REPRESBdT THE FINISHED WORK.
s _ l 1 { ALL e�e�GIN6, TEMPORh�rr WOPORTS, SHORING, , ETC. IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OB6ERVATION VISITS
+ i `/• b \p INSPECTION OF CONSTRIJCTITO THE JOB SITE BY THE ONN METHOD AND APE ARCHITECT
T SAFETY CONDITIONS AT
I '
I 8 21 �V 2 � THE HORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS
4 _
CONTINUOUSAND DETAILED INSPECTIONS.
5 6 I3 14, I
2 b l', b. GLEAN-W SHALL TAKE PLACE ON A DAILY BASIS.
h
TA IS I 5 % tl '` ' I 9. REFS TO SPEGIFIGAT10N5 FOR ANY ADDITIONAL INFORMATION.
1s n
i
IN STANDARD IFIGATION
2 Imo` „ � -� � � ' 10. EXISTING TREES TO REMAIN- PROTECT PLACE PER 5 AND SPEC
FOR PUBLIC NORK5 C.ON5TRUGTION - 5ECTION 1-9 PROTECTION AND RESTORATION
44 2, ��, �' l i OF EXISTING, I . VERIFY EXACT LOCATION ON FIELD.
6
q ' ; 4-T `; f i 11. ALL VRAf FORMS TO BE APPROVED BY CITY ENGINEER PRIOR TO
POURING, .
CONTRACTOR TO PROVIDE .SHOP ORANIN65, AND %HALL RELIEVE APPROVAL
b ' ( PRIOR TO OFOMNS MATERIALS.
a' 4
1 ' b TA
'1 b -`
14 3 r n
14 f7- i
14 5 14 b , 19Tll 14 �, ii i SCALE: � �=
1 .J LLI an
��, (3100,
��� � DESCRIPTION OF REVISION DATE APPROVED:
21-411 ('- 2a1'�Sr —b' 14'-b" WCApo
f ,
• CENTM O�
CITY OF RANCHO CUCAMONGA
EXIF5T�,Nc�3
! .
� PAD. i E � J i � � �
_} � .7 Up
SPRUCE PARK
SKATEPARK
i
APPROVED BY: DATE: 6
CITY ENGINEER RCE:
is s Tose - Irsi DESIGN: NDSCAPE SCALE:
i+iiLi118(.R�Architect= D.K.O. y4,� 4�' 1• 10
and Park PWaiing DRAWN: i SHEET
801 Nar!!1 Ha><bae Doubvat<d C.G.G. L-3 OF 9
Funarkx%,Caufaada 92832 f f
d FAX:M4)V141W DATE: `IS DATE ! WIjJG NO. -�
(71� 11�638 5-5-98 orf OF CA��EDP� LV•
CONCRETE SLAB
L-4 tread 12"
C.
a4 DOWELS 0 24" OC. IMF- �Z 20�o ALL croNuMM SLA8
b4 NOSER DONT. _ r c04 P=M 0 240 IRADIUS ADIUS V*EN ADJACENT 64 votes• 246 04.
J = TO FINISH GRADE OREAM ONE EW 24•
` e° — 4" CONRETE SLAB W/
v — - b' a' b' 04 REBAR • 24" O.G.
—_- _
_ BOTH WAYS 4 04 BAR CONT.
• PERIMETER
1.
•e - • �' 12" _ res. TOE CORAZTm
17
• �fOx COMPACTM
_ L - • �,•
'11.IJmF1 4' °`
_
----� . ° 244 R BAR DONT. �'•: i= a buDeRAv�
d1 �' � ° M4 4' NOTE M� , I , , ,—, , , E
_ REBAR • 2 OL. _ r1. I III III I I
_ _ = EA. WAY - �- c. T�iu.�A. iw AREAS CONCRETE SLAB 045• Ir 04.
2.REree TO eRAP"PLAN rm •' ;— — g�� ,4" •4S• I2•Of,. IEA. WAY IN
1 I I i I-1 I I ° _ or ,�
— -
40% GOMF'AGTED IEI6H15 1 Bl°1/ATaN5 I bEA. WAY cam
Cocom WALL lrow �Ox COMPACT®
—III III 2-«4 REBAR GOVT. �•
TGE GGMEGTaN SaSRAM
12" L-4 TOE CONNECTION 4M 00WACTIMI &MtAVE
MWW=110WE"ATION
K STEPS NOS D PERIMETER FOOTING WSCALE A �r�'=�•�'
FLAT RAMP DETAIL
11DTb 4'TlNGIC WWAI "
I. GOKIRAGTIM TO Va ow- 9vDviKrm RAN
#4 RMAR NOR I ZONAL z� �„�PM AU MW AMM r WE�►amu-
GOVT I NJOUS AT 12 O.G. NO"a 1,yA� �'R''iD °M aD°a
5 TH I GK POURED i N PLACE w
om " row TTmwFMIMM OW c
04 vOH"•2V o .
GONGRETE WALL YAM be
4 RI;0AR 0 ar oz. 1/6 WIDE X 2 1>r bE ow ev
SEE SPEC I F I GAT I ONS. H MAY IN COM T,rr. DEE ,"
P 5AWCUT5. b•R
� �44 ROM 0 „ eAc��
#3 eer.A
RMAR VERT. AT 24” O.G. vML-��rro.� IR' SIRA " _ 2•
BRUSH APPLY 2 GOATS WATERPROOFING °VM-r 1 " Toy correcTu
5EE SPEC I F I GAT I ONS. 4 THK. CAJ5HED GRAVEL
• 1) GU. FT. OF ROCK/FT - 1= _ _ _ _' 6A5E 112 TO 3/4 D I A.
( ) ,-III III III ISI�I�II-
b .; .. . .•
F
#4 RMAR 0 24" O.G.
- ' '` b• 4" GONG. 51-AE) BEYOIC BOTH WAYS .= 4. r
Ws C0PACIW
w CENTERED ON SLAE > aueeieAve
90% GOWACTED SUDGRADE. Tm cowwr" V a .� I-"cONr.•Tor
aq CONCRETE FOOT I NG GOVT I NUOUS 44x C,0WACTW AS 1 WT.
TYP. FOR RETAINING WALL. Im am"* o o w o'c• 045• r2o oz.
°• FA MAY FA,WAY 0+
pox COWACIM CaRm of am
14 908RAVE
L RETAINING WALL NO H BAU ER BOX NO SICALE E CONCRETE SLAB W SCALE B TRANSITION RAMP DETAIL 112'=1'-0'
_ r RAVNa>d• ALL It AN 1/4" THW, SENT 5TL. PLATE
• CONT. W/ 5/b"hs5" LOW
V4 w �IN� co��TE �1"���E BOLTS WELDED TO • 12' O.G.
-t >m \ ( OF GONGRETE/ED6- OF ¢
�of DOLT MT RAMP ee�roNv �� SLAB hE1.DED JOINTS TO BE 6ROlMD
c/ + m SPA"rLAt+ SMOOTH (OR CUT 2 5/6" R PIPE)
STA Mq DOLTS 4•i i'.O' 4�i TRANDI TM RAW �� D PERI METER FOOTI N6
/ .
Hm TZ DOLTS 2 S/8" DIA. x 1/4" TW. °RADN6 FLUSH
TO RBNr1ORC** �+ GALV. STEEL. PIPE. GRIND b' b SYM RAIL ° I
MELDED SPLICES SMOOTH ~' a
.. e ° t 4 d
TYP. :: ° C4 4 4
^+ 3/6" DIA X 5" LE. BOLTS ;; •� `• � I— —1 . a 4
? ki -
HELOW TO OF PIPE • > IaNOTE:
" GL.. _ I' 0 T MR ALL a 24" 24" °' n I. A.L FABRIGATW METALS TO BE
• • 12 OL.- SEE ENLAR+fEVENT � I— z Rase TO OKVW"FOR
. °
.4MOM OM 1 ELNATIONS - I DOWEL X 4' LONG TO BE GALVANIZED AFTER FABRICATION.
a
• 24" O.G. TYP. d a 2. 5 MIT SHOP DRAWIN65 PRIOR TO
. 1/4 4 INSTALLATION FOR APPROVAL.
a
KEYED KOLD JOINT a a d
e _.r T - ,- �--- TGe ca�ecTtoN BY: BURKE
A &•
Rox C"ACIV sub-1111111e PH= (206) 682-68°10
CONNECTION LT.SANDBLAST SURFACE FLUSH
M SPLINE Nom I RAIL BOX WSCALE F TOE CONNECTION NO SCALE C STEEL EDGE
WC4 APPROVED:DESCRIPTION OF REVISION DATE CITY
bONG.
" Gm GLA?b Q
STEEL EDGE /of
NS
,="N
#4 0 1 b" O.G. ' EXIMEMR �
I. _GIM ape ALL�N�AA�s b'�' bio• 16' STEf1 EOGE 1- #h GOt�T. VARIES Id' MIN Q n
z.Rage TO ORAvnid"rote 2'RADW• &L EVees SEE DETAIL GONG. SEATHA.L "IM-.L D
N 1 K"ArIM 04�0 2, Of,. G St ET L-3 TRO EL FIN%4 TOP. r-- CITY 0 F RANCHO C U AM N
, - •= EACH WAY IN CAM _ C 0 GA
• a � O -T1 ►
. •I _ _ ,.. . o
a CONSTRUCTION DETAILS
t- I °
_ �►� _ - a " -- '— z SPRUCE PARK
(= r a U -
Ad Z
pax C 0WACYW se-BRAVE III III o 0 0 o n
• . � g� � SKATEPARK
TIDE coNNECTaN - '.III=' ' _
-I I 44 TIES 0 24' OL. • APPROVED BY: DATE:
_ CITY ENGINEER h'I RCE.
D-04 REBAR HORIZ. CONT'. �.Y iss•rose - rsi DESIGN: pSCA SCALE:
"b V'vl`f�/��1.-TE .JL Ab T� `` t i..aiwac.-a�7e ArC.ILitect11rE D.K.O. �ti0 4'6 YIgM ,�Q 9ps AS NOTED
Recreation and Park Planning DRAWN: 2 c SHEET
U
SM Nw&Hoobw On do w C.G.G. J 16 T 1
Funw wk,c ftwilk W= L-4 OF 9
w � t
N CONCRETE ISLAND ��'_�'�' J 6" CONC. CURB NO,SCAM G CONC. GRINDING BENCH P -iii DATE: �lr �►TE D � _�
ml -0' (71y17'1�9638 S-S-Se f OF CA1.�F��
—
2 5W DIA. x 1/4' THK.
SALV. STEEL PIPE. GRIND
kVI DED SPLICES SMOOTH
TYR
45°
1/4
RADIU5 POINT FOR DRAG FORM S OF
INFORMATION ONLY. ALL DRAG FORMS BOLT
TO BE APPROVED PRIOR TO cON5TRUGT I ON U5E.
3/4
#3 DOWEL5 9 24" O.C. 41111E
GREA5E ONE Eta L_4 CONCRETE 5LAB
3" RADIUS
OR cOPI ISG" EDGE-
• 3/D" DIA X S" L6. BOLT5
DETAIL A T L-4 ,� HELPED TO G OF PIPE O
I REFER TO LAYOUT L
. 12" O.G. TIE BOLTS TO SLAB
5HOTCRETE BOWL REIf�ORCIN6
a :
A GRINDING RAIL NO SCALE
90% COMPACTED
WbGRADE 2NX304/4' SALV. STRUCT. NATE:
\
4" BRI
8" nON6;MND MXIS I. ALL FACATED WTALS TO BE 2-44,5 CONT. SMOOTH- TIP. GALVANIZED AFTER FABRICATION.
b" DIA. X 6N DEEP
HOLE;FILL W/ HIFH x
\ STRENGTH MOUT
rn n o�
+�— 2Z EACH WAY IN F.S.CENTER OF 5LAB s
TOE CONWC/T ION '�•
L-4 ,p
7
0 . 0 0
001F
i
s �
3
1n 24' 12' L 12' 244
IL
E SMALL BOWL DETAIL NO SCALE B SLOPED STEEL GRINDING RAIL NO SCALE
GONG. SEAT 0%LL "TEEL
. si44 N
,p 5/40 24 / TROWEL FINISH TOP.
5 6RINDIN6 RAIL
� ° 5AND
a ° NAT I VE 501 L
44 X 124 LO • 244 O.G. F I N 15H GRADE a a
NG ° p
7111 I I 40% COMPACTED BACKFILL cl a PERIMETER FOOTING
14
F--- CONCRETE RETAINING HALL I I„ ,III—III—I I I=1 11=1 I I=1 I °
4' CON,. SLAB E I W/ *4'5 . 12' O.G. EACH Z __ : I-1 I—III—III_
...� ° WAY IN CENTER OF WALL r--�—
`I +° TYPICAL W/ TROVe- FIN. I I=11 I i=1 1=
d o N _ a
• _ -- -- .III=1 I : III=1 III=11 I- - °a ' - � I -1� I
a �
— _ I=1 I I 4" PVG scH.Bo 8- 4 REAR HORIZ. DONT.
I a
ill' IIIITI 11- ___ _
=III= DRAIN LINE I � I A � I I III q0% COMPACTED
111 �• III
=111—III=111—III-111=1 ' r_111�111= o _III=III=
I—I i t—III—I i I—I i I—III- *4 TIES • 24„ O.G.
•�
6M. FOOTING 1�= I I—Iii—III—i I ri I i 1=1 I I-
I—I
8r T—I i I� I►I=I'I f—I I 11 —I — 4” THK. 6RA�L SUB-BASE-TYP.
F DONOR WALL NOS D PVC DRAINLINE DETAIL NO SCALE C CONCRETE GRINDING BENCH NO SCALE
CITY
� STEEL. EDGE ��' cuCqDESCRIPTION OF REVISION DATE APED:
INSTALL DRAIN A5 SHOWN ON PLAN o
L.P.- LOW POINT 0 5KATEPARK lI/
� I �
W_
> rd° � •
• CO 4C TE RETAINING WALL
WITH FORM BOARD
a -- a RETAINING WALL D
FINISH _i 1 I CITY OF RANCHO CUCAMONGA
1 _ LL
—I ,T►-- • 1-1 a b" PVG; SLOPE TO DRAIN U ) ,
I a _ISI al o CONSTRUCTION DETAILS
° =III METAL BRONZE DRAIN I— z
% =I GRATE. MANUF. BY ND5 SPRUCE PARK
U D >_
— MOLL: qIb-8
- SKATEPARK
INSTALL ON s I DE OF WALL
III—III 1=1 n v — APPROVED BY: DATE.
=III CITY ENGINEERRCE:
° — ,c
•� —I • , - _ - - u.Y
lssorose _ YSI DESIGN: ADSCAP SCALE:
CONC. FOOTING =III _=1 CONCRETE SLAB Ar 1♦��LL� F,
Lure D.K.O. 4.� oyi� �O AS NOTED
4 I-1 —_—=1 I I—III D.._..__a�,... � n�
+�"---- -III—I 11—I I-1 I Reaeat�m and Park Planning DRAWN: ru$ SHEET
li TU Q '
Fo cam 9m C.G.G. R .w I_ L-5 OF 9
G RETAINING WALL W STEEL EDGE No�F H WALL DRAIN DETAIL W P � DATE: 5-5-98 �r7T f OF CA
�,�OQ`�� DRAWING N —
/ VALVE N D
IRRIGATION SITE PLAN NOTES:
VALVE • 10
I. PLAN 15 FOR REFERENCE AND LOCATION OF EXISTING IRRIGATION
P,R GOURD I FADS ONLY. VERIFY IN FIELD FOR EXACT LOCATION.
I Z. ADJUST RADIUS OF EXISTING IRRIGATION HEA05TO INWft
PROP t COVERAGE. COORDINATE W/ CITY MAINTENANCE
I
IM APPROVAL.
I
S. CONTRACTOR TO ACQUIRE ALL EXISTING IMSATION PLA" AND
AS WILTS, PRIOR TO CON5TR44TION AND INSTALLATION OF NEW
I IRRIGATION SYSTEM.
PARIUNd ( 4. ADJUST RADIUS OF EXISTING IRRIGATION SYSTEM TO PREVI NT WATER
SPRAY ONTO PROPOSl37 SKATEPARK AREA.
I
I
I
I
EXIS"O PLAY ARCA
RI:DT ROOMB ( / `
10
/
EXISTINO PLAY ARCA 1/0
CA /
to /
EXNJTIirs VA.VE « 12 0000,
_.
VALYL 0 14
t �
I
PICNIC A r-A
SCALE: 1 '=20'
AR
EXISTINd
DESCRIPTION OF REVISION DATE ApCITY
o
co�AM o�n
VALVE « 25 Q C7
�- CITY OF RANCHO CUCAMONGA
o
EXISTING IRRIGATION SITE PLAN
v SPRUCE PARK
SKATEPARK
APPROVED BY: 11 - DATE:
CITY ENGINEER RCE:
LlY
Is s — irsi DESIGN: NQSCAPF SCALE:
Lwidsmpe Asti' dWL-tum D.K.O. �,�� oy 4��,Z 1"-20'
RLQ'e8fm and Park Pkming DRAWN: Z f! � SHEET
SM Nodh C.G.G. } L � L-6 OF 9
PAXV14)871-1158 DATE: `tj► TE �r DRAWING NO.
(7147198 5-5-98 �rE OP CA1.�f�Q� (/,J•
s
s
CONNECT TO SYSTEM #6
t
4
it . I
INSTALL NEW IRRIGATION i
/ HEADS PER ORIGINAL
\ P N5 f
4 /
/rf 4
I � I
t
i
RRI ATION NOTES
' I G
/ 1 < - + '� ". i I. INSTALL IRRI ATION SYSTEM PER CITY OF
RANCHO GUGAMON&A IRRIGATION STANDARDS
2. ALL NEW IRRIGATION HEADS
AND LATERAL
LINES ARE TO MATCH THE EXISTING HEADS
AND LATERAL LINES
5. ALL NEW LATERAL LINES FROM THE TURF
ROTORS SHALL CONNECT TO THE EXI5TIN6
# LATERAL LINES - SFE PLAN
4. NEW REMOTE CONTROL VALVE SHALL BE
INSTALLED PER MANUP. SPECS.
SEE PLAN FOR FURTHER INSTALLATION
INSTRUCTIONS
4RR16ATION HEAD + 5. VERIFY EX15TINO IRRIGATION SYSTEMS IN FIELD
NOTE: PRIOR TO INSTALLATION AND CONSTRUCTION.
IF A FREE STATION IS NOT AVA(LLE i-'�'` �y { ��� � � i � � � '
6. IRRIGATION SYSTEMS SHALL REMAIN OPE-RATIONAL
CONNECT NEW 2" VALVE TO AN EkSTIN6 DURING 5iCATEPAR4C CONSTRUCTION.
VALVE WHICH CONTROLS THE,1500 ! 1 COORDINATE WITH CITY.
SERIES SPRAY HEADS. ! - EL
TH15 VALVE SHALL BE SLAVED �^ 4LI
IN A MANNER THAT WILL ALLOW I `' 1 I
OPERATION SIMULTANEOUSLY /
WITH ANOTHER R.G.V. ON THE/�AME �{U
w CONTROLLER STATION.
YMBOLS LEGEND
HUNTER 1-40, OR 1-20 ROTOR
1 = PER ORIGINAL PLANS
LOCATION OF ORIGINAL
IRRIGATION FADS
/ � � t � Z�I f � O THOAR NAL PLANS ON l9* NDER ROTOR
4 PER O
i c C O RAINBIRD 1606 5ERIE5 SPRAY HEADS
1 1 PER ORIGINAL PLANS
vl �� RAINBIRD LFA-GP R.G. VALVE
i / ; i PER ORIGINAL PLANS
NEW 5CH. 40 PVC LATERAL LINE
r I
RAINSIRD 1612 SERIES SPRAY HEADS
I t 4
MODEL5= 1812-P1�5-12Q, Ibl2-PR5-12H
INSTALL PER, MAPMJF. SPECS.
f
r t z i jo
GON c"r-Tp 5Y5 M #14
\ SCALE. 1 '=10
CITY
DESCRIPTION OF REVISION DATE =ppROVED:
NN � T T � 5Y5 � M �#123 � � � ��" ''�
REPLACE EXISTIN6 IRR16 �/._TION HEAD �`J _ COE1G C T O O
WITH NEW HALF HEAD PEO,
ORIGINAL PLANS
,l ci Q- n
, f i�� 1 �— T CITY OF RANCHO CUCAMONGA
IRRIGATION PLAN
,� FRSE ST TION NOT AVAIL U � SPRUCE PARK
NNEG NEW ;' VAL1VE. TO AN EXISTING
-- - -- -- �- SKATEPARK
�IALVE 'HH IG,H l�ONTRC.�L� THE 180Cp ';
� Y HEADS.�\�
�r z--- THIS VAL�4 SHALL BE `SLAVED APPROVED BY: DATE:
IN A MAN ' R THAT WILD ALLOW Ij'SCITY ENGINEER RCE:
RATI �#�4l�LTANEO�15L1< __ Y 1SSoroSe �s1-+ _ DESIGN: SCALE:
-- ` ` -- — ITH ANOTHER R:Ce.V. ON \THE SAME �NDSCA -
_ --_ cyONTROLL lZ 5TA ION. \ '' Architecture D.K.O. g`����� °rte 1- - 10'
` \ ` i Recreation and Park Planning DRAWN: y SHEET
n
r Pu11wio14G�t92�2 C.G.G. } I Ty � .� L-7 OF 9
E A 4
PAX-M4WI-11M DATE: J'J DAT � D WIAIG N0. �/ti5-5-98 FOF CAI�f /J,�#42
OQ
PLANTING NOTES:
I. CONTRACTOR SHALL NOTIFY TM AGENCY OF SITE CONDITIONS WITCH PREVENT
INSTALLATION PER PLANS AND SPECIFICATIONS.
2. CONTILACTOR SHALL DE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION
I5JIPIE14T, AND FREPLANTINS AREAS WHICH ARI: NOT INSTALLED PER PLAN AND
• vy ir:.;.. I SPECIFICATIONS.
. '. . . , ,M . • ; ' : ' . ` 5. IRRIGATION SYSTEM SHALL BE INSTALLED MOM TO PLANT MATERIALS.
4. TREES AND SF#e1JB6 SHALL BE PLANTED AFTER CONCRETE PLACEMENT, OUT NOT
'' • I DQ'ORE IMOATION CoOVElItAoSE TUT HAS BEEN APPRA7vW. (SEE
•, • SPECIFICATIONS).
r
I '3. PLACE TREES BLTyEEN IRRIGATION HEADS WHEREVER POSSIBLE.
• � i , � b. SFNtEDDED MULCH INSTALLATION INSTALL SH1REt7DED MUI.GH IN ALL SHRUB AND
RSMOUNDOOVOIlt AREAS AT A DEPTH OF Z• LH-M OTHERWISE
• '' INDICATED ON PLANS.
u 1
1• 1
• f 1. GONT'RACTOR IS RCSPONSIBLLE FOR ALL RtTAIR>3 AND/OR 0110PLA4,EMENT OF ANY
• 1 f DAMAGED LA143GAPE AREAS �YOhD T1t
LIMIT OF WORK, THAT IS A DIR!!GT
• •: 1 i I OULT OF THE GONSTRLK.T'ION AND/OR HIS TOR
c0tVPLACa4ENT IT" SHALL DE EXACT DUPLICATE= OF ORIGINAL WORK ON PLANS,
�. IINL M OTHM"SE APPROVED DY THE CITY.
•i 5
D. GL.tAN•-tJP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED
J ;•�'
BY THE CITY.
H ; i 4. THE FLANTING FLANS ARE ONLY A -CAARA11 FOR PLANTING LOCATION AND
j QUANTITIU. THE CONTRACTOR SHALL VERIFY ALL 0JANTIT'IES BY PLAN C445C.K.
r.: 111 THE PLANTING L05MV IS ACCIJRATC ONLY FOR PLANT WE. IN THE Z%I!W OF A
A
D19GREPANGY, THE CONTRACTOR SHALL ADJUST THE G UANTITIE5 OAR THE
J� SMALLEST PLANT SIZE SPECIFIED IN THE LEGEND TO G40WORM WITH TM` yy
� _ '►� � ;' � :� • • �� 1 G1IJANTITIU RECAWRLD DY THE PLAN.
PLANTING LEGEND.
�� �- ' - ._ _ . _ — '. ••� '1 + Sylollo L• eOTANIGAL NAME COMMON NAME SIZE SFACING
` 4
/ ,_ _ H • ' �, . _ 1 .. PHORMIUM TeNAX NEW ZEALAND FLAX IS GAL. PER PLAN
�- •Ci} . • I RHAFIOLEPIS INDICA BALLERINA INDIAN HAKTHOPtNE S GAL. PER PLAN
J JL
—>cy
HYDR4SEW T MATCH
(,'� O EXISTING
P • ' f �` t 1z EX 15T I NG 5LOPE
TOP OF ROOTDALL
l f __ '•Y : • : 1" ABOVE
• , j 1 ::w: �:. .;}:- 5UW0L*4DING GRADE
X :z: x, �� PLANT I NG TADL.ET-
'+ w . REFER TO 5PE05.
D
PREPARED DAGKF I LL
. 2X D 1 A. OF
(REFER TO 5PE05.)
• ! f ' �. GONTA I SER 90% GOWAGTED
DENEATH 5F•i Z
ROOTf5ALL
FORM DERNED WATER DA51N syr .
ON PLANT's Dowt '11 LL 51 DE
/
\ w
" ' • 1 A SHRUB ON SLOPE INSTALLATION No=kE
• , . , .•. SCALE. 1 10
'� . •. I ,
�' •, • , (
��
DESCRIPTION OF REVISION DATE
f CU C
y ! � APPROVED:
01
form
__ • ' , . • 1 �-L- CITY OF RANCHO CUCAMONGA
0 T1
• '-- PLANTING PLAN 013
_,1---------� r . D SPRUCE PARK
SKATEPARK
\ \ , APPROVED BY: oe DATE:
CITY ENGINEER RCE:
- U
1 S S'prose _ 11sl DESIGN: �►DSCAP�c- SCALE:
L,gI1�8Cg�A2chitectui p D.K.O. y�c��4�'•CY2q�r 9�= 1" - 10'
and Park Pk11>dng DRAWN: W ' SHEET
SK No Hadw Boulimaird PWLaioaq,Ca mot's gm C.G.G. � E T �CD L-8 OF 9
PAMM4 „_i,,M DATE: dJ, ,� DRAWING as L
�syrr�•s� s-s-sae