HomeMy WebLinkAboutHeritage Park equest rink ` T
HERITAGE COMMUNITY PARK
EQUESTRIAN RINK
RESURFACING PROJECT
s
CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES
I INSTALL 3" DIA. FLEXABLE PERFORATED DRAIN PIPE WITH FACTORY INSTALLED NYLON STOCKING 600 L.F.
(2}--- INSTALL 4" DIA.SDR 35 P.V.C. DRAIN PIPE 86 L.F.
3 INSTALL 4" DIA. FLEXABLE PERFORATED DRAIN PIPE WITH FACTORY INSTALLED NYLON STOCKING 442 L.F.
C4�---- INSTALL 6" DIA. SDR 35 P.V.C. DRAIN PIPE 124 L.F.
5a--- REMOVE ALL EXISTING DECOMPOSED GRANITE AND STOCKPILE PER SPECIFICATIONS LUMP SUM 1 APPROX. 560 C.Y. l
6a-- REGRADE SUBGRADE TO 7" BELOW PROPOSED FINISHED DESIGN LUMP SUM
ELEVATION. GRADE AND REMOVE MATERIALS IN SUBDRAIN TRENCHES
AND iMPOP-'t /1"Faf-T PS NEcasSAAY To ACH(s.vE DESMW SIJ9411L&Qr- Et-EVA.Tia(413.
7 INSTALL BROOKS PRODUCTS 12"■12" CATCH BASIN PER DWG. NO. 1212. 5 EA.
8o-- CORE 3 EACH - 3" DIAM. DRAIN HOLES IN EXIST. CONC. CURB LUMP SUM
9 CONSTRUCT P.C.C. DRAINAGE APRON WITH 6" CURB 2 EA.
PROJECT 10 CONSTRUCT TYPE "Y" CURB PER DETAIL 14 LS.
LOCATION
11 CONSTRUCT COMPOSITE EQUESTRIAN SURFACE
y = �' Ild GROUND PINE BARK 280 C.Y.
GENERAL NOTES VALLEY
31:
VIEW Ilb WASHED PLASTER SAND Q 1025 C.Y.
aIILLSIDE ROAD 12 INSTALL TYPE L OBJECT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 130 2 EA.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY
OF RANCHO CUCAMONGA STANDARDS, THE UNIFORM BUILDING CODE —
CURRENT EDITION. AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS d NOTE : AHARDWARE 1 UANTITIES FOR NOTED PIPE ARE INTENDED TO INCLUDE ALL NECESSARY ASSOCIATED
(� CONSTRUCTION — CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH RANCHO ST. 5 GaP Le. binds, elbows, crosses, fees, •tc. I.
AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND
SPECIFICATIONS. HERITAGE
PARK W
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE a
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM d
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON
THESE PLANS. W J
Z
K
Q J
3. ALL GRADES STAKES SHALL BE SET BY THE CONTRACTOR OR HIS ENGINEER. " m
CONSTRUCTION STAKES AT A MINIMUM OF 50' INTERVALS SHALL BE SET
m
C FOR ROUGH GRADE AND FINISH GRADE. CONSTRUCTION STAKES AT A
MINIMUM OF 25' INTERVALS SHALL BE SET FOR PIPE FLOW LINES.
�U 4. IF ANY UNKNOWN SUB—SURFACE STRUCTURES ARE ENCOUNTERED DURING
CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION
OF THE CITY INSPECTOR PRIOR TO PROCIEDING.
5. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING
AND CONSTRUCTION OPERATIONS.
6. PROTECTIVE MEASURES SWILL BE TAKEN BY THE CONTRACTOR TO PROTECT VICINITY _MAP NOT TO sGALE
ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE
MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE
ANY MUD, SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY
MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDLATELY.
7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE CITY. THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID.
ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS
INCLUDED IN THE OTHER ITEMS OF WORK.
8. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD
FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE
CLEANED UPON REQUEST OF THE INSPECTOR.
9. CONTRACTOR TO PERFORM EARTHWORK QUANTITY CALCULATIONS
AND PROVIDE IN HIS BID TO INCLUDE A COMPLETE JOB CONSTRUCTED
TO THE DESIGN ELEVATIONS NOTED.
NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UnL" PIPES OR STRUCTURES %m ON THIS PLAN
TIRE OBTAINED Bt' A SEARCH OF AVN A%f RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
OWNG UTILITIES EXCEPT AS %M ON THESE PLANS. THESE PLANS ARE NOT UNTENDED TO SHOW
LOCATIONS OF ElECTRIGIL LINES, LANDSCAPE R!RIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE
PRECAATONAR'Y TO pRO� ALL tlTLNT1ES AMSTAIICTL4iES %M ON THESE PlJ1NS. QI REVISED COMPOSITE EQUESTRIAN SECTION 6/9/93 �
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS DESCRIPTION OF ftEVLSION DAtE APPsovED
SFWl CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND %=NTRACTORS SHALL COMPLY WITH THE
'OCCUPATIONAL SAFETY AND HEALTH REGUUATKOPP OF THE DEPARTMENT OF US. LABOR, AND WTTH THE CITY OF RANCHO CUCAMONGA
STATE OF CALIFORNM DEPART11ENr OF MDUSIRML IaAT10N8' 'CO 611061 710N SAFEN ORDER.
THE CIVIL ENGINEER SHALL NOT HE RESPON!W IN ANY WAY FOR THE CONTRAffORV AND SUBCON-
TRACTORS' COMPLMNCE WITH THE 'OCCUPAMI& HEALTH AND SAFETY REGULATIONS' OF THE U.S. 1
DEPARi" OF LABOR OR WITH THE STAdE OF CALJFOW DEPARTMENT OF NDIb'TRML RELATIONS'
'CONSBRUCTIDN SAFETY °BOERS'.
OONTRACrOR FURTHER AGREES THAT HE SHALL ASSUir>E SOLE AND COMPLETE RESPONSIBEliY FOR JOB
TITLE
SHEET
SITE CONATIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFELY OF ALL
PFRSONS AND PROPERTY; THAT THIS REQUIREMENT SHAH APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMINITY AND HOLD THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY OR Dl6ARIS-
Nr1G FROM SOLE MECLJ OF THE 000 OR 0��rr/�r��r�•.rAPPROVBp BY: DATE
ttit�VKuI tS���;k�`_y CITY isNGINBBR - ��� `�/�� /�/ /� R.C.A. No. 24953
Gq,�T�•Ac.'h� �s Hsrcoy 1401tra0 T1yw►T OS'.1'rC I f{"lG�T1�N
L c►�, ts+E+l L (,t�1tf 'LrXtST WI KtF4 'TIRIL �1rePc4EQ , �� 6G ��._
1.tt•1�S 1►�4 tl"! T!K alt u v�t4 1'+T�ctt��l o� pu` \�`` ��E' E9� c�y� DES= DIiRB_ am 111111111111111110 ASSOCUTSS
ti 4 a A.E.G.
No. 29224 x� mi UWA AT= >� 1li0
cs.Ns1�-`>�'C►...1 �.��.s lr^,ttr1 MtN �t � �i►>rl►dao �t'.raf �uL TEMPORARY B.M. ,
�1ST1�S %Lr►"C4 ►.►1' 7
At IL �10 .
�� � nor izc, cA oi�o rn4) N'r-yon
EXISTING FINISH FLOOR OF ? �r R.L.W. OF
RESTROOM. ELEV.■ 1875.00 E OF CALttO fit►►►►, ��� DA TEL E. GUERRA ��G No.
�
CITY. RCJL la.29224 Daly 3 31 93 TIS 5/7/93
I
N
N
\ 1
+�(,\ CD-wo28
NO 1212 CAST IRON
PARKWAY AT `® 1s
1 VAT.-
®� �♦ TR F F I STEEL C� A S.f/pn f�x.C`��/� M
®O
TRAFFIC F F I T L LJ` �/�.f�00• A" l��/L'J,,44 / I L Fiws/jedGitavr� o� .4ii6 /ride
No 1212 TOP GECTIOH wT-� p,(�9 GY/>�iGE�'�foofi' ofs sffav CaW�siia E s>r*n .&wr/E e
OR EST1 p1r.1r
AVAILA.LE WITH m � G cl�wr
1 WITHOUT GALV.
RAMS. At d4 4/'I �� �` r .
IVII • : , • � N
SEE CHART ,r%S�issaw/r��� ,':• /a:�f�� eav;vao%„ CONSTRUCTION NOTES
• \l /f/OTE. i /�-- INSTALL 3" DIA. FLEXABLE PERFORATED DRAIN PIPE W/FACTORY INSTALLED NYLON STOCKING.
NO 1212 IGWER MD.1212 STEEL PARK Y OR _ - i �� + /Y'lf.f41Ah ��'11�Y�� • • . �— INSTALL 4" DIA. SDR 35 P.V.C. DRAIN PIPE
R a f F 1C Olt .�G/1c•!7r�,I-/sf .f•/r/b/! '1�bJIC•�
I
PARKWAY _= --__- - EXISTING EQUESTRIAN FENCE l -2'�. • �/!L� Oro/%! /0/ia1! �- INSTALL 4 DIA. FLEXABLE PERFORATED DRAIN PIPE W/FACTORY INSTALLED NYLON STOCKING.
�\ WT-Gi t-=_-_=f=_v�_ \ f•.f' /f/�/Ly���I�G!/O�/1.�� r .
1�---- INSTALL G" DIA. SDR 35 P.V.C. DRAIN PIPE
� REMOVE ALL EXISTING DECOMPOSED GRANITE AND STOCKPILE PER SPECIFICATIONS.
SEE CHMT , TRENCH DETAIL
N.T.S. G REGRADE SUBGRADE To 7" BELOW PROPOSED FINISHED DESIGN ELEV.
GRADE AND REMOVE MATERIALS IN SUBDRAIN TRENCHES ANO
0AF0FL•r /E1CPafvr AS FI�kSir/►(�Y Tn �+1avE CIIIII •I fvbc."oa
NO 1212 LOW-Eft SECTION K-o SIZE VARIES TOP OR - .I• SEE DETAIL ABOVE �- �. NST r_LeVAYj4b45.
x "
ONE EACH WAu EXT ALL BROOKS PRODUCTS 12 12 CATCH BASIN DWG N0. 1212.
l CTIOM NT AVAI • 'tD �1
h� ( TYP.I
1212 T6 6- 104 NO Kb /\ I I / It / i0
1212 T10 10 180 \ Pi • 7 l,7•/j CORE 3 EA. - 3" DIA. HOLES FOR DRAINAGE IN EXISTING CONC. CURBING.
1231
1212 712 12' Zoe FE` p 7 3 ¢ ��/� 9a--CONSTRUCT P.C.C. DRAINAGE APRON WITH 6" CURB.
" c� ssJ �3 /
C 0 ( O LI)a Z �M--- CONSTRUCT TYPE "Y" CURB PER DETAIL.
6 LOWER NT. LBS. AVAILABLE " 9i� S. 7 �. � �•
1212 L12 12 IB6 wiz s�t10 K-o . DETAIL C
Ir` b' L '�/ �/ Pi INSTALL COMPOSITE EQUESTRIAN SURFACE.
SEE 1212 LIB 18' 293 -4 8 X 12 K-O i F f' ,� ti Q—
NART 121212 2� .]S w1�1 8"1122"K-o. Zb;qB, f ) �2 6) �� �35F6) S �
1,/ f, /� I� •- GROUND PINE BARK
�• (/��f f6' OZ'gbT/s'T�� � %� 3 ,
S• �+' V b WASHED PLASTER SAND
12 137 13 rm 1qvf .A El u LL
<E4�`r11I a , .�t 1 /Z INSTALL TYPE L OBJECT MARKER PER CITY OF R.C. STD. 130
;,30• y III
12x 12 CATCH BASIN �g4f 1s1 3 t/, 7 (d' _
to--
DATE0 WITH 4 WALLS T .�
.-•. NO 212 ion 77
�) x-77
BROOKS
PRODUCTS �•� L-0 4-1
.oit�/er'�/i��(xo
o --�
L
18 •) �/ •�� � 7/./ST . �iis
41
own S'C•glE •�� n/C�,�.
f�.• plus >`o,�o/r�ter/a'��6. .o.� �,,�.1 �✓ h, , 7 r
EL.=G9.70
i
1 .. DETAILS
1 �,� deo • -.. y�x� T
V ~fif�,f Eris/B''.ohv>ic s �/A� 4�.��
r F � .3 b �• '4► � � � r
.• ✓sr`i'io {pf6s s ; ,� e+c>`E.ri3rf Carne Cvr,6�TyPJ ` G
V. ) '`�– - mss. it DETAIL A
E .rte Ib CB.
•� Cars/!G~/GL!'C. Cl s-6 E•f'�'T F.F. 1 N.T.S
�( 3p• �C. = aX-i.0/F.G. .o/vtG" p CKEr!-� 'cam •
� - � E.risf•F9�s//+awn '► . .
TNPE "r ezloew 3
Zl Aver•s.
I 'STA. 2.34 CO)
erp' l/.',o1C'G• C
.�ie�rislo/
9 DETA I L C p G rBf�cf/is P/oe�
N
S G $ I 3 �„� • .. :• iii � •9�
o � •.9
Z •
O �»o f Co��s�irre� I
J .Pl�i�vr orrs/. �wx
� ri I
/o
�--..- LSC' •�� , Oryx/r11D�GY.7�•fi fxirriif.
ci
`� • 1GA' sAow w O/JID' ,Y
� y
E,rrsC.B.
^`
SECTION C-C
• \ b N.T.S.
<ry�0 DETAIL B
N.T.S
DEME NS • --� T :.c•.� s..; •..:•;.,. •-�;:. •.
+ CHANNEL rye DETAIL A FG /SO' :, •• • : ' f. �ti 6 ^ IQ REVISED COMPOSITE EQUESTRIAN SECTION 6/9/93
dx'fIn R
AMP. ,avp r " F �. DESCRIPTION OF REVISION DATE
s��4+►x .� rar.�s- „E,� APPROVED
2 3 0� 4 CITY OF RANCHO CUCAMONGA
1 SEE 11+•�••Icvl OCL- I►FiMI�
(t 11/2" GROUND PINE BARK
SECTION B-B Torir��-:f��/�� . •tom : f b sl.z" WASHED PLASTER SANG HERITAGE COMMUNITY PARK
N.T.S. f. �� _ EQUESTRIAN RINK
DEMENS CHANNEL RESURFACING PROJECT
COMPOSITE EQUESTRIAN SURFACE
- B ".&Ttaq ♦►L.1"• etxtsTt t c w � l ��rL APPROVED BY: DATE:
�.itias • �' II1,vQK�ress��/;y++ CITY ENGINEER���� R.C.E. NO. Z•y9s3
� =
E.
66, �`y'- DESIGN DERBISH, GUE ASSOCIATES, lac. RECOMMENDED
F
CIVIL ENGINEERS
1 No. 29224 `� DRAWN 8331 UTICA AVENUE SUITE 1S0 SHEET
R. C., CA 91730 (714)987-4306
Jj +
Z OF 2 I
CHECKED ORAWING NO.
^'f Lwok il� aniel E.Gu 14
L f Z
''1 _C•/>Y R.Cl.Nu.29224 Exp.Date tl �1 Date T J