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BENCH MARK
--- -:-,� � "It� �, �r GENERAL. NOTES
�' y. _ ` + CiTY OF RANCHO CUCAMONGA
W >L * * '� 0 fit/ dfa �.
� � _ _ BENCH MARK N0. 70
u
1. All Work shall be done in accordance with these plans, the City of , FD. CHIS. +� N ON WEST END OF
ttip 3a Rancho Cucamonga Standards and the Standard Specifications for Public 11. When improvements are to be placed on native soil which consists Of a CURB RETURN AT N.W. COR. OF
�+ � 0 , I works Construction - current edition. Contractor shall be familiar rocky material the sub-grade shall be prepared by removing all rocks
' HILLSIDE ROAD IN HILLSIDE COVE.
ha \ � ;#i �+ B `� . �' P } . with and shall be responsible for adherence to these Standards and which protrude above the sub-grade and all voids or depressions shall be
° Specifications. filled with a fine grade material of a quality better than the native ELEV.' 1483.086
material .
2. All pipelines or substructures of any kind. tolerhene or paver poles,
12. If the asphalt concrete is to be laced on sub-grade, a soils sterilant
`t Gi/x�! I�/41)�' ;tt.Ti 0 �: ,� -f � t water meters; valves, fire hydrants, etc, shown or not shown on these D 9r
a Irr registered b the E.P.A. for use under A,
• # M +'� �/. •=o .3/ v �V. � � plans within the right-of-way limits or in adjacent areas where 9 y C. and P.C.C. shall be
��.t►aria� a v ! uniformly improvement work is to ,be done shall be removed, relocated or protected y applied at the manufacturer's rec 'nded rate for the full
i �� in place as required at n'o' cost- to the City of Rancho Cucamonga, pavement width prior to paving.
p
! � � rs ° � {^ } •t 13. Estimate of quantities is
3. An contractor performing work on this project shall familiarize him- q providedby the Engineer only for the y p g p j convenience of the developer, the contractor shall make his own
self with the site and shall be solely responsible for any damage to i
4 determination of construction quantities before submitting a bid.
existing facilities resulting directly or indirectly from his opera- g Any
item of work required by these plans which is not specifically listed in
� _ ; :� �' _ � �; IDf�r/�r�L j tions, whether or not such facilities are shown on these plana. 1 Y
4 \ the estimate of quantities shall be considered as included- in the other
�g , s f. Y+D SSP 7"toP Pt' /JlYT 1 items of work.
i
£ i'1 �N6 rf T
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering
; Department prior to any encroachment' or construction within City of 14.
Rancho Cucamonga easement or right-of-way. Street signs per City of•Rancho Cucamonga Standard Numbers 401 and 402
/fr• x&ate
shall be constructed at each intersection.
�9 ,- , E rErY .S4 1p v z j S• The Construction Contractor shall be responsible for all construction
•� ' ',�, 15 City approval of plans does not relieve the developer from
�-- w s one a direction a neer.
�t + staking, hick hall bed under the di ti f the Engineer.
responsibility for the correction of error and omission discovered
Ali grade stakes shall be set by the Contractor or Engineer. Paving during construction. on request
- a-• -+� � "Is - �? _ � g Up the required plan revisions shall be
q - . •h V ! stakes shall be set at all hinge points, edge of pavement points r
I, ! p omptly submitted to the City Engineer for approval .
P.I•- V Ll N o within 0.01 foot of sub-grade elevation and at not more than SO foot
1:
•
420". C ^ as
intervals.
warped
paving stakes may be -required by City Engineer 16 Work site and exterior streets shall be in a neat clean hazard free
intervals Additional
w . p 51 ; rpe o vertical curve areas.
/ -I7S6T h e v ,: �d }a orderly state, throughout construction. Site shall be cleaned upon
w �' - ° K ( request of the inspector.
>� 0 * �` 6. All sewer, water, electric, gas, phone or other utility laterals,
' b $ w o' ' �- mains, or crossings shall be constructed prior to paving. 17. Contact UNDERGROUND ALERT 1-80th-422-4133 and h
a 4 ;._ u a �� -� ^ � �.�� v a i `SP s g the following Utility
Companies as required, 2 working days prior to excavation.
I. 1 p 7. Compaction tests of embankment construction, trench backfill, com-
pa
cting original ground and all sub-grades shall be performed at no
�.rl5r. 6,fev to cost to the City of Rancho Cucamonga. A written reportwith these
Provided for your convenience are the following:
A ALV g .i ✓ '�+ M compaction tests shall be submitted to the City Engineer for approval
{ prior to the placemen materials and/or surfacing.
,
-{�'�1 ROPd Sd'D. T�!!1!' t of base ma / ting.
' A. Cucamonga County Water District
I 9641 San Bernardino Road
(714) 987-2591
tt f At the completion of paving, a materials report shall be submitted to
r Rancho Cucamonga, CA 91730
the City Engine Lasing all tests or determinations completed to
rt tt .. Zr_ s Irl O�J4N verify stabilityoilcontent and Gradation of asphalt Paving
B. San Gabriel Valley Municipal Water District
E'✓ � "
t - Prior to installation 1 Mr. Bob Stallings - For BASE LINE construction (818) 969-7911
a,•� � J � installati of an
4' # 9 y paving . a materials report shall be
i n : I submitted to the City Engineer. Listing all tests or determinations
�. C. Metropolitan Water District
k completed to verify:
sieve analysis and sand of P.O. BOX 54153
w i (714) 593-7474
+ aggregate base. Los Angeles, CA 90054
' ,: Ext. 6461
10. Paving shall be performed in accordance with R-Value and Pavement tests *Vote UNDERGROUND f OUND ALERT CONTACTS.
taken to determine structural sections (prior to final plan approval) GENERAL TELEPHONE
d * ✓ -��' S0. CALIFORNIA EDISON
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PROFILE SCALE CALIFORNIA GAS COMPANY
- SO. CALIF RN
HORIZONTAL 1 - 40 IES
� CABLE COMPAN
gi
VERTICAL I'�
10 Jf Ik�T fR IZI �g �,� 12 13 14 15 16 0-
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L _ �6� ��' a dh ARIES 60' MIN. ALMOND STREET
0 9-
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Q iv}r r tf1R .��, ,�. �i v 0v R ST �� + + I'll Q
03• 12 18 18 VAR I ES I
ry e �� A�;f,
I HILLSIDE ROAD
=f. 0' �' \1�S \k"es °' ��,: q14t^. +2' 0 2'1'
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4 \w ,. _ „ 1� +�T ✓r� I-rrVE 2'!� _ 2%-.•_ SLOPE - 1�4` 'E STREET
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f INDEX MAP
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TYPICAL SECTION
� t►s . _ - .�. � Ir>az tis ,� �• A. �. 4,��, ...,�,. �4�/4.�5 TRACT 13810
�iA : RAM COUR
Q TY� a 4� N. T. S. - N , 5
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�z s: N' CURB CURVE TABLE 60 >�SQ �.,I \
1 , s3 _ CONSTRUCTION NOTES �`� g�:
434 CURVE R.ACII L[NriH AN.,LIJ i DELi .A 6 �/ �I COtJSTtZUGT 6" G(1t213C�UTTEtZ PEtZ CITY CIF fZGtJO `t\� ` 5T(ZE:67T LICAiTG✓ FAL. COY hG-E ,PAt2� P012t �up�►T Wit` �1G•�'"' v -,•
C- 1 Li.UO' 43.9; _'i✓.`�4 9',`10'55" GuCNAO
PM 4 4 9 9 , hTt2 303 -- - - - - - - - - - - - -- -mss l >=. c�oor�r�►U�.-rc� >��- 6 E' 0 = No. 2 71 a ,
a3 C-2 15.00 !.x$ 22.7�� '9. ,4./9 � gE*49 L
c- 1 2.011' 9. ' c.9 E 10'1 ;'1 1' 2O CfX.15TPUGT 4' I.IOiJ-CC7I.ITICxUOUGj hi bE WL\t.IG PEtZ
P M B 40 3 6 ® colJsrru�-r � r5L•OGIG:
c-4 1' x.00 23.9, 2.C� 1 "".�'4�' CITY OF t2 I.1Gu0 GUGb�AC�t iC,rl� , ��. * 311 _-- -- - -&Og L,F. CITY OF rL,A►JGNU GUC-,AtAOt A
C- 5 3E.UU 34.2; �C,� ?F'J6' �fv- 4X12 - TYf�E 1L , t�LOCIG -To �,� yl%_
O GOUlb7 UC-f 026CMIi.1) AG P�VItJG� DYE2 O MItJ) of �o" --,wMr- ",0C I-- --- - - ------------¢�3L.F �• r 1•S*�°
CLAS 2 AC:( 845E otz- I� GITY &PF:TZ0VE�
?7fzUGTU1�L. , e: G7lOtJ eAbe J O{J T I �n
., ,, 11 S"TfZEET NAME 51Gt1�1 PE-AZ GIZY � ADD&D UNj�E{ZDRA/lJ /'ER GlTrSTO•(07-�4� LOf S
.GRAPHIC SCALE `� E - - - - - - - -- -- - -- --- --- - I5�'losF rL�lcuO cl.,!o�. 0WG4\ �t90 401 40z - - -- - - - I EA �
Cb. lZ�t. =/S' (CUP!/E G-2� !3Y CMS E�i/,VEErr/ 7_f6_90
+o o x .o - so ,itso .� ® �titOVE EXISTIIJG� GUt� �GtU-fTE-tZ
/Z STOP S/G•.t� PER C/TY vF �A TO Cl -41e EY/ST. S.Q 57RUCTURE R:V.0• AS-SUIT
�ItZEt� -- - - - - - - --- - - - - --- III . L F ,RA�uc'Ho CUCAMDitJGA STb � 40Z
- 2 RELOCATED 0�4'/!iE AP�i�OACHES'd=ST. TiPEE'-L OT3 y S_ �
��� I � � O Ca.1S7rTl.JGT SPA.lJt�12.EL� �,IJt� G17�-� O CONST CU,2.5'rpC pRA(N ouT[.ET Z
rr; FEET G-ctTt'TCt2 , PEtZ G(-tY o� 1p REye Cl rr S TD, ilv? iA ADDEO OSP/VE.9PPF�OACHES', 1fFZ0CATED STi ZF7 f 9
1 inch s 40 ft. GUG�MC�I.JG1 h. �7r_? �f3 _ ___ _ _ _ _ _ __ _ _ ! -� l �� ZA911T� N10liED 914LL BEH//VD -F Br L.E./7! ?-,9-9�
CITY OF RANCHO C U C AM O N G A
C�!•TtC,tL10US �It�EWAI�G pE-tZ CITY OF
C,(05-rizu riow we-rE5 FOCZ. S-T2c-e-r S i2.�J,JG>✓l0 GIJG�MOIJGib . *�D5 1�L'T
I. A,L,L e_f E-T �� AtZE 7b e� PL.,A,+GEt� 1i�1 1,GCATZI ti JG� � �G r ��lG���E� ��� M H `y qLF STREET IMPROVEMENT PLAN S
WITH GITY STA►Jt�4tZt� ' �oOl . O VO,4 p E
2 i0� CITY t�Al�rGl t0 Cuc��Aat��A , s-�� 310 2A RAM . COURT
LEGEND � '�►� -�� CITY �ste.i.�r�A�2+� CaO�A No.f737.�j.�tL, FE!ZrIL.1Z�ATI0Q �t2 coQr� Cv+� IWGX sl��,t. P-E IU ® SiQEET 'TtZ 6 PEtZ STfZEET •TfT�EE G0+.12'LQIJGTIC .!
Ac_CotZt�At.i�� vkn-rt t ec-rloj 212- 1 2 of -r44� s-r4.i.,OA¢x� �bT62: HE[A�FULA NE�oprllc� /�y� �'DG. �rY. /9/e'a�Gaa�T
�GIFIGATIOi� Fc)e eu�iG worL1� cou�TV_UC_T10Q . 3-J/ NORTH OF HILLSIDE RD.
--- T R AC T BOUNDARY -rY I c A.►�I1G c�1L, Et.Ic�l„«I.rrs s � � � -� EU64L.Yi�TUGi NIGH lO�l1, /SCy1L .��'a� Q�'Y > N/l1 /ioE Ke BETWEEN I4eMMXH A.VE • > >;1►�ttYttA�� bV�•
STREET CENTERLINE w1TH -n4C-- tZ� r!o o>= l rA-C_-r orzG,��ltG �I'i�' n�.sTs .lJ CIVIL ��P
-rb 3 f-&OT , ►�-r(Ve sotL._ �.t.. AMF_i!0tA�s ,ai2�-ro �lFOf CALO� 'CVALT HO. 13610
LOT LINE !6E TI IOQ.OUC�FI LY 1�t l t'� P!Z.1 o1Z "To G,bGK 1L L I IJC�t
is 2 iutz -r ic:)Q bF .Lt, E:> -r •- re_� .� �llAu_ bE pE-2
�Mo ~. Go►�t 1vt�l.I t .-f I oi.15 oF- .,�I �.c -►oM tG mal t�� APPROVED 8 Y. , DATE
---- RIGHT 0 F WAY LINE 2EPo2T FUtu K_7Pe� To TUE Gl-rY
G WCD �T12E6"T -ra-�E 5�� 1! PL1+.+.rt�-� W HE-ef-_ -cHe c.�t.tTc-tZ CITY ENGINEER R.C.E. 223'x'7
�-- EX IST. C.Ek G. CX- 7-4Et --�ul� t� C L_o�� THA1., -t-u>zEE FEE-r OtO -SITE CONDITION RESPONSIBILITY
`Tu E F-A.C.E. O� GULP Ui 11,vL.� O-f 4 t62�111 IJO TEiJ CON'STRUMOF CON rRAMR AGREE THAT IN ACCORDANCE VrM ernMALLT ACCEPTIED Con7RIIC=W DESIGN �`MN K WFd� .y RECOMMENDED
S `
--• .; •-- � -• �- C.8 G. TO BE CONST. �-.b.�� �Tt�ET TiZE-ES �E G,U�jEGT -ro I+�SPt;G7to�1 �!r> ,
KGE rAi�1GE SY --(1!E CXT`K lCx1�16ELZ . PRACTICrrS, CONSTRUCTION CONTRACTOR XIII, BE XF.QuD= T'� ARSUVt SOLE AND COMPLETE RP�PONStF1 ITY
FOR POB SI•r'!E CONDITIONS DURING THE COURSE OT CONS=RUCTION OF THF PROJECT, INCLUDING sAIrF T , OF- SHEET
O C 0 N ST. A.C. PAVING ALL PERSONS AND PROPERTY; THAT TAPS RFQUUZrVrN"r SHAD BE MADE TO APPLY CONTINUOUSLY AND NOT DRAWN
K M rTl+'.D TO NORVAI. WORKM, HOIIRS, AND CoNS.RITMOK COFTRACTOE rUrr ER AGRFf� TO DEFEL�D. � ,-, �® Q.
I DF VNrF•Y 1RD HOLD DESIGN PROFViSIONAL HARMl irRS FROM ANY AND ALL LIABLL]TY, RF AL OR AII�'GEII II! ��vv`�� F
COTVh'EC'MIN WITH THE PLKMRYANCF. OF WORT; ON THIS PROJECT, EEC'FTTIKG LIABrLxrY ARISING FROM THE +12» t.nnn s+..el, s+. E-s, ►a•o«a. cNn•M. �»+•
SOLE NF.GLicr,NCE OF THE OWNMF OR LNGrNf'M CHECKED DRAWING N 0.
Iars1 sao-etas
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+ • < -: '�— - 16116 9T•
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1 : PROFILE SCALE i
f HvIZIZ I"- 40' f
t
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E 1
g LO t1 l2 IS 14 15
SEE '.Suc-ET I O�
I'x' v�-ttrc-,s
lu
PLAN 5[.ALE
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IN _ 4.0'
falve,TE eauK,True.N LUT l = c' z A•f'H. JO& -381- 08
IS td5E►.tENT !0 4 7 t
'tlOTB THE A.IEXT EX/tTY�/G E-AwT CATGu 5A/-AW IMLX-T N X
ST,PEET L/GHT /S /BO' WEST ( QEy�+yE E>t►SrIfJlSr b^� 9l
OF rWZ- �,QOPOfEO sTQEE7- I cLJ 4 GUTTELL AIS ^h
L/GiS/T L�Cq T/ON. GONST /1 6QuE�i7lz1AN Of.•f.ChS 2 \
PEIZ STt7. X05,ALT
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EXIL�lwcx 6"G1 a-e--, 61( Fe
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rl N P—`35' do" e
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V� tMUO%& EXISTIW64 GOWCZFTE.
1Ill� GUtL- GELt, i CZ j
CQIJ�T. 5PAN171ZE1,`� *GRO��-
`nx Ox (� C rTTE2 PEO s-rtJ 3oe'
-s No. 21370
`1^� Exp. 3/31/93
-ItLLSIt�E t20At� �f'rf o Ichok
CITY OF RANCHO CUCAMONGA
STREET 1►.dPROVEmc-WT V*LA415
141 LLSInE MAP
VrA.. '0+00 TO STA, 14+00
t►jL�'FWEE.l�! wet-Lak" kvF-. 4 EASTwcor, AVE
TVAC HO• I�aIO
APPROVED BY DATE: /////97
CITY ENGINEER R.C.E. TZSeD 1
DESIGN — RECOW.VIENDED
wa,uw K wRAveR Pi Rc r I G�,3 5
SITE COI5I'1~ION RESPONSIBILITY
CONSTRUCTION CONTRACTOR AGRFFS THAT IN ACCORDANCE WITII GFRE ALLT ACC1rrM CON"RVCTl0N
PRACTICF9, CONSTRUCTION CONTRACTOR WltL BE RFQIRRFD TO A•"UYR SOLE AND COVrLFTE RFaPONMMUTT DRAWN SHE�E:T
FOR JOB SITE CONDITIONS DURING THE COUFM Or CONSTRUCTION OF THE PROIFCT, INCLUDING BAFM, OF
ALL PERSONS, AND PROPERTY; THAT TALI REQLRRFIIET'N'I SHAIJ, BE MADE TO APPLY CONTINUOUSLY AND NOT � � �� ��i.
BE UUrr:D TO NOR'YAL WORKING BOUR3, AND CON'S'fRUCTIOtt CONTRACTOR rt)K i FR AGRTFq TO DEM-7), wsN � a. �♦ � � �«
IKDFYNIFY AND HOLD DMGIV PROMITONAL HARWXRS FROM ANT AND ALL UARDITY. REAL OR AIJJI;GIrD, M CHECKED NIM 04" 2`3 DRAINING NO.
CONNI CTTON WITH TAT. PERFORYANCE OF WORK ON TM9 PROJECT. VMP.F'CIh.,jJARDJTY ARS;NG FROM THE
�SOLZ NFGIJGFNCE OF THE OWNF. OR ENGINF,TIt 9.w «..-••.•.....I.•..+..•...•••�•••. ' 3 '-T