HomeMy WebLinkAboutBeryl Park West r
CA 1�O CONSTRUCTION DOCUMENTS . FOR.
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COMMUNITY SERVICES DEPARTMENT PARKS DIVISION
1977
SHEET INDEX
SHEET NO.
DRAWING % DRAWING NOA. ORAWWG NO. ;6HEET NO.
_ SHEET NO.
1 CARNELIAN STREET & ACCESS ROAD 14 ARCHITECTURAL PLAN A-1 . : -88-S24-1 BERYL PARK SEWER �1 OF3
2 � PLAN & PROFILE (2 sheets) 15 ARCHITECTURAL PLAN
A-2 (FOR REFERENCE ONLY)
3 GRADING DETAILS G-1 16 ARCHITECTURAL DETAILS A-3 88-S24-2 BERYL PARK SEWER 2.0173
4 GRADING PLAN, G-2 17 ELEC. SYMBOL LIST/DIA. & DETAILS . E-1 88-S24-3 BERYL PARK SEWER 30173
4N IA
W
GRADING PLAN G-3 18 LIGHTING & RESTROOM PLAN It Em72 1318-L BERYL PARK STORM DRAIN 20F2
6 TOFF-SITE GRADING PLAN G-4 19 , LIGHTING PLAN &. DETAILS E-3 (FOR REFERENCE ONLY)
,,T o 7 - OFF-SITE GRADING PLAN P-5 20 PANEL BOARD SCHEDI CONTROL DIA. E-4
8 LAYOUT PLAN S-1 21 1ANDSCARE IRRIGATION PLAN, LI-1
9 'LAYOUT PLAN S-2 22 LANDSCAPE IRRIGATION PLAN -
;_x � LI 2
W o 10 CONSTRUCTION DETAILS S-3 23 'LANDSCAPE IRRIGATION DETAILS
LI-3
11 CONSTRUCTION DETAILS S-441 24 LANDSCAPE PLANTING PLAN.
12 CONSTRUCTION DETAILS. S-5 . 25 LANDSCAPE PLANTING PLAN L-2
13 'CONSTRUCTION DETAILS S-6 26 LANDSCAPE PLANTING DETAILS L.. 3
PREPARED BY:
PURKISS -PROSE ASSOCIATES VICINITY MAP ICI A LOCATION MAP
LANDSCAPE ARCHITECTS �- .�: : -� JEC
�'^?�,r�`+� � � �. „=A„ H I GH L ANO AVE• _
C.A� - - • MtRvwN11• M .rte lE RIilMEEf
G—.2
TATE COILL.. 19TH ST. (30)
219 N. HARBOR BLVD. UPSTAIRS GALLERY " 'M- ' * � ' —
.A vr�l�r,C��',�' Mw.R.a Glr. ►�N�f��ARDNq
NIAEOAIRIE ` -V:.�.. i� +�.•.. . 'EM fMw. •w°uw w«f MINIM
I N
FULLERTON , CA. 92632 _
IiDMROVUI /. CI!RUS E .,.•: .i TMw oe
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O QUARTE A2LY A2U � `f �
/ TA Ah ►A IFI IV.4 p CL EiiOMT '-' BASELINE ROAD
ARI •AwK
TON RMLE / 21� � �s9,/ ' 1 .4 RIALTO vGR ARQI O J a
NIS
( 714) 871 -3638 CIT 6L NDOR. >� o �. ..ilT.r. .��
i. GA•RIEL J •ALOEEIM►ARK MIA Af c fAM . Upl '� EAM E ARDIN f-
NVRTON W
Al KOtENRIE
WEST COVMIA ,� 15 yALLfY�► f� ,,, •
11 El T / CAIIOIY• go mA°MITA EO I rw• OD OM LOW1•IIIANOA
MIT. • ..A r ONA Mi V
(pLI•�
T' MSM AMTEInO �!�T- - SAN S RNARDINO N\ FOOTHILL BLVD (66)
ELECTRICAL ENGINEER RIDMDMDO - I�RS'D--L"
wNfTT1EN � EO � u rNinTOn N R11/ER>iIOE
NACIE T: A
l EK •NMIITIER / / J s1 f MIV.CALIF
M.TERNATIGIIAL
"+ uMDouK 111 VERSIDE
I d1 810E-CITYL / ` ,ry AyloE
CONSOLIDATED ENGINEERING (714) 544-5711 Tw IETO• -- ORANGE :NOA RACENAY
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L M� �\�� =P �u :fl RRA fAIK. �A � to
IOL J E... ` A, &_ J/ t EMT *
j ►K' M�Iw A�UIl E�YON 67 10 Aa \ r!pl, �..i
E11llER1y N ;I.AC N„ ,may AM.
.lA ►ARK LAl STATE UNI.. S1ATG ENA T iA,
CIVIL ENGINEER RI F1IIIERT M SANT" EERONA
RNoK.Awr 72 ANAHEIM ~`y ' -
6-4
E Ess W
RAAB ENGINEERING INCORPORATED (714)533-0840 Ir AH
TAN CIN f1wtiEMl a.u•wRR , xLUE 4101M
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L � A�AII,TOI DISNf YLANO ►CMA AM �^ . y
• T[ �N Ai CARR vEN , oRAi1GE u• e KNOW C
IZ
SAN RERNARDINO FWY (10)
_WILIIAVA♦ IL R �KTA A A TUfTMR MTA A A TUfTIM v+f KO
+ ."`.-• `�A SANTA ANA �7` LT".EI..`
WRUCTURA ENGINEER ��ArCIYr �'r
L - DD
A06 561 CLEVELAND �� �f�K E
►rowuEr.c. TRAMB B
L.G. LANGSTON ASSOCIATES 714 uiM; E
C 1544 1893 -� F TAI ��. EY AIRETATRi11 �.
� 4 0•AMSE CgI,S�. „r. INVINE � �/�
� lACN %tAll ►1NK E+.J _ E" .wdwa NAT 1• A L/ �jF�i
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��� MESA A IRVINE NIV LK �►+L
73
MF•11T MAOI c 1ri�A•IRr1 E►1010
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6
Eir1E� , DOLQEA�CR G1'
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EYrA MAEM WILDERN 'r Mo..
• NORTH EEMM►AMRIA RfVER pE�4
t
ESTIMATE OF QUANTITIES
DESCRIPTION UNIT QUANTITY `
1 REMOVE EX/S7 G CONC. celR a ANO GU7TE.4 L/1/. fT 2//.
2 REMOVE EX/ST G A.C. PAI�EMENT .`3Gt.�T. 2//.
3 REAAOVE EX/ST/NG TREES Eq. G
4 REMO✓E EJC/ST/NG CO/IC. S/OEWA 4A
5 REMOVE EX/,5T/MG CONC. SQ. F, 2¢5 GENERAL NOTES
G EX/SMUG Ct/A/N/V G/Nk FENCE L/N. /-T. 28
7 RELOCATE ""/1/0 /-AR.</NG .S/GW" EA. / 18. Street markers per City of Rancho Cucamonga Standard Numbers 401 *1. All work shall be done In accordance with these plans, the City of
' B CONS7R!/C7 CON C. CURB AND GUTTER �/2 CITY STD.303 L/N. FT 208
and 402 shall be constructed at each Intersection. Rancho Cucamonga Standards and the ttAD&�d -ems-,find
9CCONs7R!/C7 4 A.<z. OEE.0 4-A8. M.w/MUM 5071M so.FT 2400 Works Construction - current edition. Contractor shall be familiar
CO
/O_ NSTRaCT ¢ CONI. S/OEWAG,0< PER C1T1 STD. 3/0 4e V/ so.1wT with and shall be responsible for adherance to these Standards.ss0 19. City approval of plans does not relieve the developer from responsibility
------- - --- for the correction of error and omission discovered during construcStandards and
/i coAMc/ze/AL 02/vk_ aP1-'R0ae14 SO-1=7 X25 Upon request the required plan revisions shall be promptly submitted to
Specifications.
the City Engineer for approval. pf� power�.. All wateripelines or meters, valves, fisubstructures
e hydrants, etc. shown or not shown polon these
' *20, Work site and exterior• streets shall be in a neat, clean, hazard free, plans within the right-of-way limits or in adjacent areas where
orderly state, throughout construction. Site shall be cleaned upon Improvement work is to be done shall be removed, relocated or
request of the inspector. protected in place as required at no cost to the City of Rancho
Cucamonga.
21. Contact Underground Service Alert 1-800-422-4133 and the following
Utility Company as required, 2 working days prior to excavation. 3. The responsibility of adjusting manhole or valve covers, paving repair
and paving replacement in connection with sewer and water, gas, phone,
Cucamonga County Water District (714)987-2591 electric or other utility line installations will be the responsibility of the
sP Y
9641 San Bernardino Road owner, and shall be accomplished in compliance with appurtenant
Rancho Cucamonga, CA 91730 Ordinances and Standards.
r _
4. Any contractor performing work an this project shall familiarize himself
with the site and shall be solely responsible for any damage to existing
facilities resulting directly or indirectly from his operations, whether or
f not such facilities are shown on these plans.
5. Shading on street plans indicate A.C. pavement, determined by
structural section, be installed.
*6. A permit shall be obtained from the City of Rancho Cucamonga
i
Engineering Department prior to any enroachment or construction with
City of Rancho Coconwngo easement or right-of-way.
7. All required stakes shall be set by a private Engineer mm vEoFIM by TEE GTy
8. All curb and gutter, where grade is less than 0.40%, shall be staked
with 3' offsets at 12.5' intervals. Place 3/4" dowel pins at all expansion
= joints.
44 ¢¢' *9. The structural sections shown are minimum. At the completion of
ry rough grading, soils tests, including "R" values, shall be taken and a
�w material report shall be prepared by a qualified soils engineer. The
report shall contain a proposed structural section and shall be submitted
g " to the City Engineer for his review and evaluation. Approval will be
given when all structural section requirements have been met.
10. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be
/ y 8 /o set by the Contractor or Engineer. The stakes shall be set at all he --_ - - - - -
points, edge of pavement points within 0.01 foot of sub grade elevation
W Wi �,�-�__- -� _L �_____ ____�-29•�• 2.l and at not more than 50 foot Intervals.als. Additional stakes may be
- `� - - needed at warped or verical curve areas, sub-grade stakes shall be in
INVA
place prior to paving to permit spot checking of sub-grade by inspection
personnel.
4
'11. All sewer, water, electrK, g.s, phone or other utility laterals, mains, or
(CA4NEZIAN STiREET) crossings shall be constructed prior to paving.
Z (Z /V TWZ CA
L SECT/ON t *12. Compaction tests of embankment construction, trench backfill,
compacting or original round and all sub-grades shall be
a cost to the City of Rancho Cucamonga. A written report with these
O SCALE
i6 b g performed at no
' 4 compaction test shall be submitted to the Cit E
o � - .,. .: y ngneer, for approval
prior to the
Pr placement of box materials and/or surfacing.
U. �
*13. At the completion of paving, a materials report shall be submitted to
W 3 he City Engineer. Listing ail tests or determinations completed to
v
' (a) R-Value, sieve analysis and sand equivalent of aggregate base.
(b) Stability, oil content and sieve analysis of asphalt surfacing.
*14. When asphalt concrete is placed on native soil which consists of a rocky
material. The sub-grade-shall be prepared by removing all rocks which
protrude above the sub-grade and all voids or depressions shall be filled
with a fine grade material of a quantity better than the native material.
15. If the asphalt concrete is to be placed on sub-grade. A soils sterilant
registered by the E.P.A. for use under A.C. and P.C.C. shall be
N uniformly applied at the manufacturer's recommended rate for the full
MANGE pavement width prior to paving.
16. Estimate of quantities is provided by the Engineer only for the
convenience of the developer, 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
W the estimate of quantities shall be considered as included in the other
F-i I YATE ANG/NEER 5 NOT/CE TO CONTRA CTOR items of work.
7NE EX/STENC17. City approval does not include water or sewer system and estimate of
E AND LOCATioN of ANY UNOERGROUNO UT/L/T/ES OR NI[,ktWJO AVENUE 17.
57R[/C74/RES S4(0* N OW 7AWSE PZANB ARE O.e7A/NEED R3 l A SEARCW �
Lr
O�w AWA/LA.BLE RECORDS. TO ZVE RES7 Of OUR "0*1_E,OGE T//ERE a.
.4RE MO EX/S7/NG U7/[/T/463 EXCEP7 THOSE S. 101V,0/ On/ 71-//S /SLAW. THE
f CONTRACTOR /S REQ U/REO TO TAKE ALL /E1REC4UT/ONAR f' I/EA S URE S P�PO.IECT
70 /c'RO7EC7 rA/E ZIM-17/ES SA(OOVN, AND ANY OTHER L/NES OR STR&c741RES A-M STVSET ZOC47/0N
NOT Sf la~ ON T.VESE PG ANS .4Mo /s RESPONS/,BLE FOR 7A146 PROTECT/ON
OF ,40VO ANY DAMAGE 70 XV&SE L/NES OR STRdCT!/RES. r DESCRIPTION OF REVISION DATE APPROVED
ViCIN�Ty MAP'
Mo .SCALE ;CITY OF RANCHO CUCAMONGA
R�pVESS p
A1.4Ri'C L R.4Aa R.C.E 296/G 0.47E .' ,i` a �. PLAN AND PROFILE
+
No.29616 µ' -
CARNEUAN STREET
Ev. 3-31-91 AND ACCESS ROAD
TRACT 8874 P.M. 4255
APPROVED Sr DATE < <
BENCH MARK': PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE CITY ENGINEER R.C.E. NO. 23°17
�raab engineering Mc. DESIGN RECOMMENDEDCHIS. "O" TOP CONCRETE HEADWALL 20' N AND 1700 E LINCOLN AVE., SUITE 201 -- Myo rdab engineering, ioc.
25' W. 4- INTERSECTION 19th ST. AND BERYL ST. ANAHEW ' 'CA. 82805 1700 E. LINCOLN AVENUE SUITE 201
� -• DRAWN ANAMEIM.CA. e2e05 SHEET
ELEV. 1527.01 �� 4) a�0�0 - _ (714) 533-0840
►a�.Q -OF-2-
CHOCKED
OF- -CHOCKED R.C.E. KO. DRAWING NO.
MARK, 8pA6 PAE 2s+s16 DATA No REVISION iv DATE N..L.R. bATE PILE NO
JN1 391
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