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GENERAL NOTES BENCH MARK :
No• /T-B E[CK /23/.927
done In accordance with these plans, the City of AT //W C. OF V/AlEYARDAVE. ANO
*I, All work shall be '
Rancho Cucamonga Standards and the shall � familiar TRACT NO � FOOTi�1/[[ BLS/ •, j2GfET /VEST �
- current edition. Contracts 4 wwryawD Avo,, ANO 77 ffer ,t 001
-Works Cnn%tr11r1I12n with and shall be responsible for adherence •to these Standards and 4 FODrN/LL yC✓�o., SEt 9RAfS DSC•
/,u 7'Oo of CVRA ow rNE MaarW £No
Specifications. telephone of power poles,
*2. All pipelines or substructures of any kind, OF Cd�B RETv��
water meters, valves, fire hydrants, etc. shown or rot shown on these STREETS
plans within the right-of-way limits or ln.adjacent areas where
' lmproyepnent work Is to be dont shall be,iemoved, relocated or
protectFd 10 place as required at no cost t'o the City of Rancho 1,910 ' 3 ESTIMATE OF QUANTITIES
Cucampga. �-o ' 30" 20' -
3. The responsibility of adjusting manhde or value Zovcrs, paving repair DE PT I O N
UN t t PHASE �1.4sf.111 TornL
and paying replacement In connection with sewer and water, gas, phone, /4dildd �' - B�� /¢
P g Pl
electric or other utility line installations will be the responsibility of /B, r8, , CONSTRUCT CONC. CURB tGUTTER G°i -�'p'" f•F 25 31Z 47¢
om lished In compliance with appurtenant �, 1. PL�l� Ptah _
owners .and shall be ace p /.SM/N• tisT BE2M 2 CONSTRUCT CONC. CURB ONLY L.F• //O /10 220 ••
Ordinances and Standards. � arHca �tA 21#Ol 7o S70 22+11
�,G 1 JOW SIA L2.01 T* �" •••
4, Any contractor performing work on this proje:d shall familiarize himself N\� , 21 StA 24175 3 CONSTRUCT CONC. SIDEWALK . S.F 2835 �81V X01055
with the bite and shall be solely responsible for any damage to existing ZC 1 4 r
Brat ions whether or sto ,CEI/ L L/A/E _ CONSTRUCT CONC. CROSSGUTTER. g.F .1 9/7 /234• 7���� 3 4 O
facilities resulting directly or indirectly from his op , _ , _ _ _ 0
t:r - -" I 5 CONSTRUCT VARIA13LE C,r(e"p IJ)CURB &GUTTER -F 30 30 ga ''.Z
not such facilities are shown on these plans. ,� VARiEs /--- - � I
C.SAW -rl 1
s• Shading on street plans indicate A.C. pavement, determined by 2. `� c� 6 CONSTRUCT 0.30 ' A.C. PAVEMENT. , �` roNs I. 29L 15Cs 4-91
� W �4
structural section, be installed. F STA. lX-1-07tTO S A72S400 j 7 j , r4 g L
Cucamonga t*l�L/rL'�,E CONSTRUCT 0.30• A.C. OVERLAY. s toNs
*6. A permit shall be obtained from the City of Rancho g 3 _ C'v,QB 4 _ -
Engineering Department prior to any enroachment or construction with TYPICAL SECTION GUrrE,r7 8 REMOVE EXIST. A.C. PAVEMENT. 9f (P�JZO = G.SZO
City of Rancho Cucomongo easement or right-of-way. 9 REMOVE 24" EUC. TREE. S.F d
keg shalt be set b the private Engineer. ARROW ROUTE
7. All required sta Y 0 REMOVE 4"x4" CONC. POST. 4A.
8. All curb and gutter, where grade is less than 0.40915, shall be staked
"�' r - /
with 3' offsets, at 12.3' intervals. Place 3/4" dowel pins at all expansion '�!.• RELOCATE POWER POLES. EA• 1 3 d ; 5
W
joints. 88• RELOCATE SPEED SIGN. AA•
*9. The structural sections shown are minimum. At the completion of �¢, •¢4,*
rou h radin soils tests, including "R" values, shall be taken and a 2' , 13 ADJUST MAN HOLE TO GRADE. Ess. 2 / 4-
rough
9
g grading,
material report shall be prepared by a qualified soils engineer. The /• /�- ,6 , / ��. �Z' �[� REMOVE CONC. STRUCTURE , - - -
re rt :hal! contain a proposed structural section and shall be submitted ��,//5i'Y�N. EA ''
report t.s i • 2/ • 2�, 1 CJ •RELOCATE WATER METER.
to the City Engineer for his review and evaluation. Approval will be /.r�o
EA. _ _ / •„~
given when allstructural section requirements have been met. SLoP6 j 177 T. B�`!I 6�� RELOCATE FIRE HYDRANT. Ea i
/4%T ZA vA L/,(/E SEE .3//EE r ,u0• ?
10. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be 17 REMOVE EXIST. A.C. BERM, t r 2 !00 250 /2 SO i7�o 1 1
11754
set by the Contractor or Englneer. The stakes shall be set at all hinge •Y- - ��-r _ I
points,• edge of pavement' points within O.OY foot of sub-grade elevation - - 8 - EA ' INDEX M A P
and 'at not more than 30 coot Interval:. Additional stakes may be ti��� •',ixisTAc• WM'T� 2t T
are sub-grade stakes shall be in ` �c 9 CONSTRUCT BOM I NI TE PAVE MEN T, S F. 109 2 (07 Z i 3 44 LEGEND
needed•at warped or verlcal curve as, g CC STA. 28+00 TO 6 3 L �� EXIST STREET LIGHT
place prior to paving to permit spot checking of sub-grade by inspection V fUTUiP6 INSTALL STREET LIGHTS. Ems.
STA. 33-+62; '��� C�,Pe�' TRACT ILO. 11734
personnel. - .
`�'' QLlrrErz 21 CONSTRUCT AC. DIKE E F 300 7So /v SO � NEW EXIST.STREET LIGHT
STREET SIGN
*11. All sewer, water, electric, gas, phone or other utility laterals, malns, or ,TYPICAL SECTION
CONSTRUCT C•B• tJO.I 8 LOCAL DEPRESSION -CASE C• fA• / / ��
crossings shall be constructed prior to paving. VINEYARD AVENUE - - '
o embankment construction, trench Dackflll, CONSTRUCT M.H. AX fA 1 / • NEW STREET SIGN
*12. Compaction tests i formed at no T.I. g 3 - T NEW STOP SIGN
co ctln or ground and all sub-grades shall be per ADJUST VALVE COWER To GRADE. EA. 7 7 /4 '11 EXIST STOP SIGN
� 8 original br �� �C
cost to the City of Rancho Cucamonga. A written report with these INSTALL 30" R.C.P. - -
compaction test shall be submitted to the City Engneer, for approval �O, SD , cF lSQ - - iS4 -�• DIRECTION OF FLOW
prlor to the placement of base materials and/or surfacing. 4C LV INSTALL B" SCHEDULE ti0 G L Jr 31t
*13. At the completion of paving, a materials report shall be submitted to l4� VA,rf. W Z 12'; / ' /t Trs'/G ' V ,Q ZOO 24-� /��
P P $, Po /SNuv. .s iN• INSTALL ADAPTOR :*A-,;30 EA ( /
the City Engineer. Listing all tests or determination s completed to /0' , , -
ABN ro✓ Al 1 CONSTRUCT CONC. COLLAR EA I /
verity: Gj,
LE EZ 11.4 TRACT NO. 11734
(a) R-Value, sieve analysis and sand equivalent of aggregate base. 1 /�� '`r --7 T- •/ - At SEE Cz EN ER AL NOTE $#9
�1, - - _• - - _TJ1 -
(b) Stability, oil content and sieve analysis of asphalt surfacing. �'� - �X!S7. f!f.P///y • ( 88
�frirv,oE � a a-' •a-a-' � ,��lLl' BLVD.
*14. When asphalt concrete Is placed on native soil which consists of a rocky f W X00 W _
materlal. The sub-grade shall be prepared by removing an rocks which 6 A. 2�fd0-TO STA. 25+•781 PUFB � � /2' 32' 32' /2' � ?
� GvrrEa ,.SM�N. .� . '�,+�N.
protrude above the sub-grade and all voids or depressions shall be filled TYPICAL SECTION �. 2�- 2I e / ii Q
with a line grade material of a quantity better than the native material.
13. ii the asphalt concrete is to be placed on sub-grade. A soils sterilant A BROW ROUTE$ y4,/pr E 1,rr>` cav,� 8 Exrsr A.C•PvA•r•' .registered by the E.P.A. for use under A.C. and P.C.C. shall be �vv� L/'`J�- �_ TRACT
uniformly applied at the manufacturer's recommended rate for the full T•I. 9 vaai� - - 11734
pavement width prior to paving. ,�� �' 2/ %c
16. estimate of quantities Is provided by the Engineer only for the F` ARROW ROUT
convenience of the developer, the contractor shall make his own 3 6 STA. 27 •21.3 ro fgegjE Z
determination of construction quantities before submitting a bid. Any �� InA.F.k. 10 SE ALNAMI3RA ` �0'eB� (;t/rjE�
TO STA. 28+00 >x Q
item of work required by these plans which Is not specifically listed in jsro-tt A- 14-115 tell LE11ER D ~fiYPICA'L SECTION UJ GC a
F.rris/icrlScr�oct .L? �►>'id CBslat. �ir
the estimate of quantities shall be considered as Included In the other � � .v �sban 5'c/c �, _ �;
items of work. x -T 7r144 r Aa ti/
Q W
rax.�lgs.sce�a/w/ i _z-"s VINEYARD AVENVE4. '� 9TH �' ST. �
17. City approval does not include water or sewer system and estimate of ,�_ �1 •I.8 z
quantities.
18. Street markers per City of Rancho Cucamonga Standard Numbers 401 �' �._,_�$ -7 A >
and 402 shall be constructed at each Intersection. R,a• Ai - i ..C_ONSTRUC'LION NOTES
*19. City approval of plans does not relieve the developer from responsibility 4 . REMOVE CONCRETE STRUCTURE.
for the correction of error and omission discovered duringconstruction. ; ; I ;� 7a �`/ •e V' & PER
CONSTRUCT CONC. CURB C 6UTTER(WI�fN PF2 ULAN)U on rc uest the re iced tan revisions shall be com t1y submitted to RO. CUCAMONGA STD. DWG. NO. 303. 15 RELOCATE WATER METER. LOCATION MAP
the City Engineer for approval. \;__,�% is rLor4 .dn�/an 1 - _^; 2 • CONSTRUCT CONC. CURB ONLY PER 16 . RELOCATE FIRE HYDRANT.
i[ Else9� c[�t._1 RO. CUCAMONGA STD. DWG. NO. 301 . 17 REMOVE EXIST. A.C. BERM. NO SCALE
* Work site and exterior. streets shall be in a neat clean hazard free �� HQs; •� r ��~t o ` 2S""ks4�Ui. 3. CONSTRUCT CONC. SIDEWALK PER 1G -CONSTRUCT UNDER SIDEWALK DRAIN
20. =¢MiA.rindtr „�- �-- 2-i1'S6rtr�S'ec. � PER RO. CUCAMONGA STD. DWG. NO. 507-A.
orderly state, throughout construction. Site shall be cleaned upon 4//p!/Se• M q•w RO. CUCAMONGA STfl. NO. 310.
request of the Inspector. ¢'Min•[hd[r1�1 Lr �-s� �O� aµ�� 4 . CONSTRUCT CONC. CROSSGUTTER PER 19. CONSTRUCT BOMINITE PAVEMENT.
Q�/ Oj�e. - ¢Q=-1,g'� •%4 GALV-SrEa �r`� RO. CUCAMONGA -STD. DWG. NO 308. 20• INSTALL STREET LIGHTS.
' MCVaYA-A 21 . CONSTRUCT 8" A.C. DIKE PER
_ l RO. CUCAMONGA STD. DWG. NO. 313 .
CONSTRUCT CATCH BASIN NO. 1 W=14 '
`'�'8• Cr • � ` 0--
CONSTRUCT 0. 30" A.C. PAVEMENT '
_ w PER TYPICAL SECTION. PER RANCHO CUCAMONGA STD.' DWG. #502
/VI.N.F.tL. 10 SE ALFIAIII19kA SID ,l- I-r 7. CONSTRUCT 0. 30" OVERLAY PAVEMENT AND LOCAL DEPRESSION PER STD. DWG.
- # A- 1495 W1 LETTE2j"1) " /` Tri /��d°�`0�� PER TYPICAL SECTION. #518 CASE "C" .
bt AQf7fDVE(I E U1311 a finsSeJ Sun�ct �" y 3 8 . REMOVE EXIST. A.C. PAVEMENT. @-#510
CONSTRUCT MANHOLE AX PER STD. DWG.
CONTACT THE FOLLOWING,AS REQUIRED., 48 HOURS PRIOR TO EXCAVATION; A114naeee ss . }� W/GRATE COVER (ALHAMBRA FOUNDRY
C/iss s-Ma/Qr wrrs gf&," i�� N% 9. REMOVE 2 4" EUC. TREE.H #A-1254-6 OR APPROVED EQUAL) .
Comic i4 favW 4rM) do/ /las �.Zrs-.; �' N 10, REMOVE 4"x4" CONC. POST.
%g+ C/Oss'B"A!or/er-ti �+t/4A.S.�W. 4 ADJUST VALVE COVER TO GRADE.
A. t�eneral' Te�ephone (800) 422-4132 y,;�• :- _ 11 RELOCATE POWER POLES. 5 INSTALL 153 . 63 LF 30" R.C.P. D=1250
314 de/v ! r .Ok+ss"B" ' ��6 w'r� 12 RELOCATE SPEED SIGN. 26 INSTALL 312 LF 8" SCHEDULE 40 P.V.C.
for underground service _
Sfee/S>`cpS - 13 ADJUST MAN-HOLE TO GRADE. TO
����/�•,QM sem. �•T � ';,: _ _```\ � � 27 INSTALL
AH 80�8�OTOD4°X14U) DTHROUGHT• DESCRIPTION of REVISION
OL Southern California Gas Company (714 529-2889 ¢ 9 h ADAPT # ( DATE APPROVE
2191 E. Birch Street (714 529-7010 A.C. DIKE.
Brea, CA 92621 CONSTRUCT CLASS "B" CONCRETE COLLAR PER CITY of RANCHO CUCAMONGA
i ab° ...... .[_ qv�
7tiPuie�/ � , r- ie�'aan• 24'!ns a pETAIL SHEET 3 OF 5 .
C. Cucamonga County Water District (714) 987-2591 x\ s �4 �''diame � STORM DRAIN
9641 San Bernardino Road i ;_- f ;,l -
Rancho Cucamonga, CA 91730 TOTAL TRACT NO. 11734
a. NOTES Co�vriivc1Eo ESTIMATE OF QUANTITIES
:--4J1, in
JeCrION B-e eoAjc RrTE emldS A0,V ACCES5 S94F"Y
SMO�4 9E SE,QCEO CLASf'9"AbR�/1� OE 5C RI PT ION UNIT Pi1BlIC PRIVATE :TOTAL t TITLE SHEET
z .4"0 �vEarLr P.Ot"r�7 o,e M1,04-0 A CATCH 94.91AI AIC'. / W � V PER PLAN Ela_ / 4 5
JUNCTION STRUCTURE DETAIL - ia[sinE sN.4Fr 2_ 2,�" •�c•,= i350-0 - - - -- - ' F 2!0 998 47 AP?POYED BY DATE:/C.-3-.L
"N SN,o[L BE 4f�O"Mit'/. FO? U,4z&/rs -- - -- - - - _-- - - -- - -- _---
(L.A. codw[Y ROAD DEPARTd1EtQT 51ANDAQO 4It-06 ) CRO55 5jrCMNs .3• / 8 R.C. P• 1350•D G.F -O - 7 8 78 C/TY ENG/NetR R.C.E. 23889
of c0tvrRErf RINGS of 'G"GQ64rErt rr�.gN o.9s'. _ - -- ----- --- - MADOLE AND ASSOCIATES INC
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ~�� "i/"/VfAY fe- LESS rH,4,v 4'0*A1110A1 4 . _J.{ AICr/oN STzvCr[i,PE ':4 " __ EA • -•o - / ! DESIGN F.
� R t,p ENDED
NOTICE G /s o. s . £ - - / ra OF SAN BERNARDINO COUNTY t Gy
The existence and location of any underground utilities or structures shown NOTES • 9 $. /AI c e r/aP/ZON Aro. S/5 0 7 CONSULTING CIVIL ENGINEERING n�CONTRACTOR SHALL VERIFY ALL - - - -- - _ - AND LAND PLANNING `
on these plane are obtained by.a search of available records. To the best of �-- rlocw0 EDGES Of GY/TLET 7b 2 1r,7Arli[/S. EA _o - / / O.RAW N SNFE T
our knowtedfle there are no existing utilities except' those shown on this CONDITIONS AND DIMENSIONS �N,� -Wi- 6 GRA UE r4 17, W11,1 •,Gv�GE 600 N.MountatnAvs.,Suite 0•204
9r6af jf"44 MEE'r MAF ,eEovi MFivTS -dS .fPEGi.�/�O Fos ,EEi�v��Rc'ivc •s->EE1-- -Vreor .5W0,fL p•F. UPLAND CALIFORNIA 8iT8d
plan. The Contractor la required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS• DE7A/L AtJ7EPJ 7 JUNGTI!)N' STRUCTURE l DETA11 LEFt� EA / -d - / PHONt'pi4 85-9629. /�B/ OF
tact the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER Of.fooWCE0 i2 AfAX • C/C reoAr LowE•gr SrEP A 1-11CAI If &Or MORE 771Wl/8 Ag'd Vr- SfEGF, T"� _ __ - - - - ----- -- -- --- ---� - -- CI{EC KED RCE• No �_ DRAWING N0.
plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT s/E,�.S✓r•/c4 NOT$c hl00E r/O&Ae" .We LE,s'S 7,,Wv 5"F,P�/ roP of COVE,e.4rrvvPa?J �ES:r z:� '
lines Or structures. OF WORK. AG4 AEiNFORCiNG $TEED //IbWSE9TRUer"e SN,9L/_BE/�Z•CLE/iQ r`7J/�/ f.4lE OF CO�.L'/j�7 w•H. PATE ��¢ 82 FILE No?¢/��"S 772
- -
ATBENCH MARK
V/"CrAPO AVE. A/!v
- -- -- - - MIS - q _ icy -
- - - •4 - - - - _ - _ -= = =_
_ J//NEY.lr,?O AVE ANO 77 FEET/lOR1//
_ _ - _
- - - - - - - - -_ - - - - -- - -- - Cr/ q //E as sV E v
� F�OOTH/GG ,BLVO� SE BR SS O/S
- - - -- - - - - --- -- _ _ ' - -- I TOh OF R 4AI T /V f A1
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rrrL--LL L F F F Lt- t-Lt- I i 1 11-1 H_Lk
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19 20 21 22 23 24 25 26 27 PLAN SCALE: 1" = 40INEYARD AVENUE
VINEYARD AVE-Miu. PHASE I Zl�bt.a4 . a-- o#/?"2'2E
Q PHCONSTRUCTION sEE 3N�F7' N2 � CONSTRUCT ION `" L°"S a ww
t3. ASE II ( 2li,47. _ I Z L9 /�0 0
1V. Q , Q ��J .14 �1�P - E6 A.L.BIKE 1 1 �w � /
I I II �`v t� u I c~n 2Z • .34 v G o apV
C.B. a
G a 9 a 2q
L5+78.09 BC �. - ,. I •o �'
a a .,�P� I� , RIW �'` I I 1 (T N
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c � �+ 0i 12 2' tir 2 fo+9 4.20 13102
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sic Iii
o ti 0 Oc �0 W- v a 0► II �yt i 3olm mi,
�, s ' �� •�
\ >Y ` �o W F Q� \1 �G v1 I I I AAVMENt
9' 9 �r o ��'�a � `
IS Ill gV -
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�►� �\ � �, ��►\ � � �• i 2 ,- -�� � , 1 -':.. ---� 2 6 -�-� ? `� � Z-,4 Z►.301 �
&"Pv - 4'' 3
O *
jet 4,4d'It : .n. S ( I THE CONTRACTOR SHALL DET�RMINE w S
�c3 h t THE EXACT LOCATION AND ELEVATION 2 �.
V7 11 r- �p � oy -zs ya.00 �oR
Q h �.. i .♦ •, Sltl•. t ' .i. . r• '� �• r�r, .r 5• r+ N V
�i "' 5 - �3 I OF AL�U'PILITIES PRIOR TO STORE
10 � S01a E�i�'r u v II BEG P✓t RE �V,t)L
L�.�
DRAIN CONSTRUCTION.
ti ooQlw� II FAU DETAIL
�� � � , �� J l�• �`^� W a'� o0 23 II Norf.
4a1T/ -- - I =- - - o--- - - °t ' f ll' 3 Sd / li Y/Y1N 2 I II ADJU61 ALL VALVE
� ,;,,, •` , � ,�• �• os � I�NO rnAN HOLE
\ ti lY { .. 4 ,, L NIP
_ �I. ! �I COYrea S To GRV
ext�,ll t' ' .:,1'� �` y - t�` - - �u \ d - - ^ NOTE : SEE SNT J of T F02 PER FAIT PLA4
9 _ `� ` _ 0
.-` T. ,•� '� �� pyo ,� 2�2 - 23_ 5_ __ F _ -�- 2 27 _ -- - 'I 3
C ���: °�3� -___= _.� __,�� _ `' y�- .-- <} th AND P2oFILE EtAi�S II •11
'VINEYARD AVENUEd
�-
CONSTRUCTION NOTES
` \
Qb '�►e Row Cir�'v5 rR,E6
CURB & 24" GUTTER b`IN ' / , �Ih ARROW ROUTE + ' y ' �i ,GPS' 1�
1 . CONSTRUCT CONC. CU 4
PER RO. CUCAMONGA STD. DWG. NO. 303. Off' 5 , a 3 \
Y � ��� � �� ti•�P,`11� � � 11 � .ti `J6 0 �v� sTR�� �tGri-r� �T- ��'o.c. � 3%28�� 3 �� �
2 . CONSTRUCT CONC. CURB ONLY � S( a tQ i� Rervlove sTtzE�. t_tGtlT a.r 21+76o 2 a�«cIMWc� -2-89
PER RO. CUCAMONGA STD. DWG. NO. 301 . 1` k
3. CONSTRUCT CONC. SIDEWALK ao v as ;� S 'A DESCRIPTIONof REVISION
PER RO CUCAMONGA_ STD. DWG. NO. 310. 21 6 N A i if
5 9 OATS APPROVE
O E � � V� �
d. CONSTRUCT Cgt/C,�Th'rCROSS GUTTER
PSR RO• Cl.C'fl/YlUR/Q4 STO. OGtrG.X1/0.308. `� � F
CITY of RANCHO CUCAMONGA
6 . CONSTRUCT " A.C. PAVEMENT
PER TYPICAL SECTION.
7 . CONSTRUCT " A.C. OVERLAY ` . f'
PER TYPICAL SECTION.
� - ��`� = TRACT NO. 11.7 34
8 . REMOVE EXIST. A.C. PAVEMENT 19 CONSTRUCT BOMINITE PAVEMENT. 11 CAUTION I1 VINEYARD ' AVENUE
9 . REMOVE 24" EUC. TREE 20 INSTALL STREET LIGHTS. �� ,
} ARROW ROUI E
E�x�iec/SE EYrR�itie cq.eE �iT�S/ - •
10 REMOVE 4"x4" CONC. POST. 21, CONSTRUCT 8" A.C. DIKE PER .4EG.�fi2A y0 �� �(/G /N •QiUO �,201W 6211041MONQA <lAeEEKro YiwEr ROAY�rvUE.
RO. CUCAMONGA STD. DWG. NO. 313. -
11 . RELOCATE POWER POLES 2 CONSTRUCT CATCH BASIN NO. 1 , W=14 '
.Q�20U,1/Q G•-X/Sr T�A�•s�l/t/T/it/Eit/TA� � APPR�7Pf[� Y' :Aye�
DATE:
PER RANCHO CUCAMONGA STD. DWG. #502
12 RELOCATE SPEED SIGN AND LOCAL DEPRESSION PER STD. DWG. TG�Pf/O CO.t/DU/T �"TY Ei�G/N�:�F. R.C., -. 23&89
#518 CASE "C" . DESIGN MADOLE AND ASSOCIATES, INC. RECOM ENDED
OF SAN BERNAROINO COUNTY roti,S• �
13 . ADJUST MAN-HOLE TO GRADE � �-CONSTRUCT MANHOLE 'AXI PER STD. DWG. CUkVa OA7' 0.�� CONSULTING CIVIL ENGINEERING c .�
cl
17 . REMOVE EXIST. A.C. BERM #510 W/GRATE COVER (ALHAMBRA FOUNDRY DEG r.4 RAO. L/Vf ]',4,t!
#A-1254-6 OR APPROVED EQUAL) . pRAWN AND LANDPLANNINO- SHEET
4 ADJUST VALVE COVER TO GRADE. ® 90° 00'OD' .35' 5498 35.Od 600 N.Mountain Are.,Sults 788 2 _ 0F
5 -INSTALL 153 . 63 LF 30" R.C.P. D=1250 O•F UPLAND CALIFORNIA91788 f, - �F rj
Q0° 02'30" 35 55.00 35.03 CHECKED PN NE�(7ta) aS-RCE No �`�S� DRAWING NO.
.O. D TE // 9Z FILE No?¢/5 t 772
' 8 CONSTRUCT CLASS "B" CONCRETE COLLAR PER
DETAIL SHEET 3 OF 5. O 89'S7 3np 2S , j9�y 24.98'
2 . 1 I. :l
- - - --
- b
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PHASE III CONSTRUCTION PHASE I CONST. 10
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APPROX . LIMITS C . G. O . NO . 4
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CONSTRUCTION NOTES . o 3) a Q 1 -Y ht ',.;' I y 17
2 �� 4
' . � '-'s 1
1 . CONSTRUCT CONC. CURB & Ig GUTTER I
� 17 s 3 �• &'
PER RO. CUCAMONGA STD. DWG. NO. 303. 4 �� 3 A 1p� I ' �'3�f _ A - .� n,' B r3 4f I V coruAr. CON[. %0PPo T
�' V 4 IQ� 0 v !�% I �• VCM 1 1 Q �Of K C.c.w.n. sTa�WL. t�7ae
F V NO. ADDED STREET �1C�11T5 AT ?iro o G. tU 3/28/By
2. CONSTRUCT CONC. CURB ONLY N V1 �� vl %i 7 , 6 �• 1k' I 9 ( �d ' V 4 'A vve-D p sTREE-T u6�rc rr T zxno' --z-
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PER RO. CUCAMONGA STD. DWG. NO. 301 . �I�r�� vi , �� ( ¢ Ali a g h Bog
3. CONSTRUCT CONC. SIDEWALK
PER RO. CUCAMONGA STD. DWG. NO. 310. M ,�+ I (\ I Z 1
• iv ;;•� tS�, DESCRIPTION of REVISION
• �N� a l k+ PATE APPROVE
4 . CONSTRUCT CONC. CROSSGUTTER M V t<1 �. Constr. Curb Return OnI �` N
F9R RO. CUCAMONGA STD. DWG. NO. 308 . ch 2 i _ ,VINEYARD \ yt" THICKFILLER ERPAnSION " Y ^ s '
" � CITY of RANCHO CUCAMONGA
6. CONSTRUCT A.C. PAVEMENT PER W 1 M JOINT ILLS EXISTING 10 W.L. Sk
TYPICAL SECTION. q PRDTECT IN PLACE 5 `iv
MAT RIAL "'�
s . a .9YEf0 /Ki j4
A'�rS
7. CONSTRUCT " A.C. OVERLAY PER 22 CONSTRUCT CATCH BASIN NO. 1 , W=14 ' '' ., + I/2�MIN. / i 4 �S(�t
TYPICAL SECTION. PER R0. CUCAMONGA STD. DWG. NO. 502 �' • { 21 ��• '� TRACT NOo 117 3 4
11 RELOCATE POWER POLES. 77
_
AND LOCAL DEPRESSION PER STD. DWG. �' Ko N
NO. 518, CASE "C" . I PAE+FI[ �EiF //
I CONDO I (I Q Y 1 JAI POQ S/�
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13 ADJUST MAN-HOLE TO GRADE. t �� ' d•t4" +
23 CONSTRUCT MANHOLE AX PER STANDARD DRAWING #510 I �•
4 REMOVE CONC. STRUCTURE O _ THEDCONTRACTOR SHALL DET$RMINB I (( �� i wc
no-,T . AVENUE
1 O C U WITH GRATE COVER ( ALAHAMBRA FOUNDRY #A-1254 6 ► VINEYARD
OR APPROVED EQUAL)' Q TH8 EXACT LOCATION AICD RLEVA'PION I (� ' -� `I _
15. RELOCATE WATER METER o'1 OF ALL UTILITIES PRIOR- TO STORM
2 ADJUST VALVE COVER TO GRADE ' I I �'
1 DRAIN CONSTRUCTION. ( _� � I ,dPPROViO ley.,
�I 3
16 RELOCATE' FIRE HYDRANT 25 INSTALL 153.63 LF 30 RCP D = 1250 r S06r' C/7Y ENG1NCF_,f
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17 . REMOVE EXIST. A.C. BERM 6 INSTALL 312 LF 8" SCHEDULE 40 PVC
• 3EE 596 E T /V9 Z DESIGN MAOOLE AN ASSOCIATES, 12 �
27 INSTALL ALHAMBRA FOUN.QRY ROUND TO RECTANGULAR (/,rl — :� ,;= .�� 'i v r Q F• OF SAN BERNARDINO COUNTY INC.• �1 En iy�eGKYbt
19 CONSTRUCT BOMINITE PAVEMENT. ADAPTOR A.480 a"Tb 4"X 14') THROUGH A.C. DIKE ",-o• aD CONSULTINO CIVIL ENGINEERING 4�
28 CONSTRUCT CLASS 'B' CONCRETE COLLAR PER FFGTA RAO. LIVTf/. TA+V. A -L- ARROW ROUTE QRAWN AND LAND PLANNING• SHEET
20 INSTALL STREET LIGHTS. DETAIL "A" HEREON y0°00'00" �:$1 X5448 .� . fin' l 8 (�'�8- ' 600 N.Mountain Avo.,Sults 0.204
° " + CLASS B CONC. O F• UPLAND CALIFORNIA 91T8ts _ OF 5
PHON�(T14) •85.9829.
21• CONSTRUCT 8 A.C. DIKE PER 8
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RO. CUCAMONGA STD. DWG. NO. 313.
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