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BENCH MARK:
--
NOTICE Bente+ ~K ik 1o4
1. All work shall be done in accordance with these plans, the City of
'• CONTRACTOR SHALL VERIFY AIS.: ELEV. 1254 . 972
Rancho Cucamonga. Standards and the Standard Specifications for Public
CONDITIONS AND DIMENSIONS CHIZ. " H.W. CULVERT,S.W.
Works Construction - current edition. Contractor shall be familiar
AND SHALL REPORT ALL DIS- COR. HAVEN AV. CHURCH ST.
with and shall be responsible for adherance to these Standards and
CREPANCZES TO THE ENGINEER
Specifications.
R
PRIOR TO THE .COMMENCEMENT
' 8 8'
2. All pipelines or substructures of any kind, telephone or power poles, OF WORK. '
water meters, valves, fire hydrants, etc. shown or not shown on these *4 ,
i
plans within the right-of-way limits or in adjacent areas where
improvement work is to be done shall be removed, relocated or protected
In place as required at no cost to the City of Rancho Cucamonga.
'
g 12'- i2' 24' e' 5.50'
3. Any contractor performing Work on this project shall familiarize him- / 1 pit /O•t i
self with the site and shall be solely responsible for any damage to M SITE
existing facilities resulting directly or indirectly from his opera- 4'r
tions, whether or not such facilities are shown on these plans. I%M!N-+ SLG �¢'/pT 0.3,6' 0•L3' _ CEDE[ L/NES
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Yae�Es �/�
Department prior to any encroachment or construction within City of
CHURCH
Rancho Cucamonga easement or right-of-way. f -�
SAWCUr EX/5T. Pr?47 _ -4
S. . All grade stakes shall be set by the Contractor or Engineer. Paving i 3 FEArll,5e AS NECESSARY _ 1T
stakes shall be set at all hinge points, edge of pavement points i -� Fo.Q .sMOOTh' ✓01AI. 1
within 0.01 foot of sub-grade elevation and at not more than 50 foot `� ¢ `> w
LLI
intervals. Additional paving stakes may be required by City Engineer L/M/T OF fX/STG /MPRt7YEMENTS Q
EX/ST. ASTER •L//t/E Q �
as needed at warped or vertical curve areas. 0A
a � z
6. All sewer, water, electric, gas, phone or other utility laterals,
mains, or crossings shall be constructed prior to paring. TYPICAL SECTION % >
Z Q
V
7. Compaction tests of embankment construction, trench backfill, cam- V Z
pacting original ground and all sub-grades shall be performed at no CHURCH STREET a
Q
cost to the City of Rancho Cucamonga. A written report with these
.compaction tests shall be submitted to the City Engineer for approval FOOTHILL BLVD.
prior t_o-.the placement of base materials and/or surfacing. fTOm 330.20 ft. t0 793.40 ft. Ely of TURNER AVE.
e submitted to
6. At the completion of paving, a materials report shall b no scale
the City Engineer. Lising all tests or determinations completed to
verify stability oil content and sieve analysis of asphalt surfacing. R : 70
9. Prior to installation of any Paving, a materials report shall be VICINITY M A P
submitted to the City Engineer. Listing all tests or determinations
completed to verify: R-Value, sieve analysis and sand equivalent of
aggregate base. NOT TO SCALE
10. - When imp•:-ovements are to be placed on native soil which consists of a PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
rocky material, the sub-grade shall be prepared by removing all rocks
which protrude aboN a the sub-grade and all voids or depressions shall THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
be filled with a fine grade material of a quality better than the nativo STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
material.
AVAILABLE RECORDS. TO TFC' REST OF OUR KNOWLEDGE THERE ARE
NO EXISTING _UTILITIES FXt:EPT THOSE SHOWN ON THIS PLAN. THE
11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant CONTRACTOR IS REQUIRED 'I'0 TAKE ALL PRECAUTIONARY MEASURES TO
registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformiy PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES
applied at the manufacturer's recommended rate for the full pavement NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION
wi t prior to paving.
OF, AND ANY DAMAGE rO THESE LINES OR STRUCTURES.
12. Estimate of quantities is provided by the Engineer- only for the con-
venience of the developer, the contractor shall make his own deter-
mination of construction quantities before submitting a bid. Any SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
Item of work required by these plans which is not specifically listed
in the estimate of quantities shall be considered as included in the CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
other items of work. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO-
13. Street signs per City of Rancho Cucamonga Standard ]cumbers 401 and 402 JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE-
shall be constructed at each intersection. MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMA], WORKING
% HOURS; AND THAT THE CONTRACTOR SHALL DEPEND, INDEMNIFY AND HOLD THE
14. City approval of plans does not relieve the developer from responsibility OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REALOR ALLEGED, IN CONNECTION WITH THE PERFORMANCE• OF WORK ON THIS
for the correction of error and omission discovered during construction. PROJECT_ ,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
Upon request the required plan revisions shall be promptly submitted to OF THE OWNER OR THE ENGINEER.
the City Engineer for approval.
15. 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.
16. Contact all Utility Companies as reouired. 48 hours prior to excavation. CONSTRUCTION NOTES AND QUANTITIES
Provided for your convenience are the ioiiowing.
A. San Gabriel Valley Municipal Water District CONST. 3" A.C. OVER G.5" CeUSHED AGGREGaTE EASE
Mr. Bob Stallings (213) 969-2718 -- CONST. DRIVEWAY APPROACH PER CITY OF RANCHO 414 SF.
for Base Line Road construction CUCAMONGA STD. DWG. NO. 306 (R=8 , w=151 ) .
1. General Telephone (800) 422-4132 �- CONST. 8" CURB AND GUTTER PER CITY OF RANCHO 403 L.F.
f-ur underground. service CUCAMONGA STD. DWG. NO. 303.
C. Southern Califorrria Gas Con, anyy- (714) 529-2889 a- OMST. 6 FOOT WIDE SIDEWALK PER CITY OF RANCHO 2,400 IF
2191 E. Birch Street (714) 529-7070 CUCAMONGA STD. DWG. NO. 310.
Brea, CA 92621 5
REMOVE EXISTING AC DRIVEWAY. 430 S.F.
D. Cucamonga County Water District (714) 987-2591 �- REMOVE EXISTING LOCAL DEPRESSION AND CONST. LOCAL
9641 San Bernardino Road 1 eA'
DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG.
Rancho Cucamonga, CA 91730 NO. 518 , CASE B.
E. Metropolitan Water District (714) 593-7474 �-SAWCUT EXISTING A.C. PAVING TO CLEAN STRAIGHT 4613 L-F
1 ADO Pf k11<'A 4 ci / S►..o Sc
LINE. 37R�2 r ���NTs
P.O. Box 54153 y CUL✓E,PT Q ANT/T/ES �`1�'0 4 3/B4
Los Angeles, CA 90054 .Jl0'4
F. Pacific Telephone Company (714) 999-5639PAINT 12" WIDE WHITE STRIPE AS INDICATED FOR 440 L.F.
TRAFFIC CONTROL PURPOSES.
O--INSTALL STEEL GUIDE MARKER TYPE "N" PER CITY OF EA. ,
RANCHO CUCAMONGA STD. DWG. NO. 403.
IQ INSTALL STEEL GUIDE MARKER TYPE "L" PER CITY OF 2 EA• D ESC R IPT I O N o f REVISION `.
RANCHO CUCAMONGA STD. DWG. N0. 403 . NOTE: REUSE -
GATE APPROVE
MARKERS FROM JOB SITE IF POSSIBLE. CITY of RANCHO CINSTALL"STOP" SIGN PER CITY OF RANCHO CUCAMONGA STD.- EA•
DWG. NO. 402 AND CALTRANS SPEC. 4-03.3 Rl.
12
INSTALL'WRONG WAY"AND"DO NOT ENTER" SIGNS PER CAL- RA. STREET IMPROVEMENT PLAN
TRANS SPEC. 4-03. 3 R11 i R11A. F O R
@-INSTALL-ONE WAY-SIGNS (TWO REQUIRED) PER CALTRANs 2 PAM CHURCH STREET PARK SITE
SPEC. 4-03.3 R10 .
,`.
a-�-CONST. CURB OUTLET DRAIN STRUCTURE PER CITY OF '
• _ RANCHO CUCAMONGA STD. DWG. N0. 506 . W=3 FT. ,
TITLE SHEET
S-k"/FT. , NO PIPE TO STRUCTURE TRANSITION '
• REQUIRED, & CURB TRANSITION 5 FT. - 2 ';--A.0 - '
APPROVED •8Y DATE
&CORS'T. ' BARRICADE PER CITY OF RANCHO CUCAMONGA V_ CA . CITY ENGINEER RCE.No 23889
STD. DWG. No. 404, p�Sirry ADOLE AND St'CIATES, 1140. '
e` t6 /�(/STgLL .S'B000 STET L/G'�'1S 2 e54. QCAMMENOEO
Q F o 56 OF SAN BERNARDINO COUNTY b !: -P--
CONSULTINo CML ENOINEERINQ
DRAWN AND LAND PLANNING
SHEET
X00 N.Mountak Ave,Sint 0.204 "'..�.�
... j UPLAND CALIFORNIA 917N �'� 1
HEC
KED P ONt'(lt4) 940 -2949
RCE. No ._...� DRAWING NO.
W µK
won. TE FILE No211_1 e 2!1:5-
8 38
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BENCH MARK:
' ✓, t _- - � - - ELEV. 1254. 972 . /04 ,sti'
V , CHIZ. " i4 " H.W. CULVERT, S.` u
0 _ COR. HAVEN AV. & CHURCH ST.
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_ s � , _ SCALE
HORIZ. . 1"•40' { _ t =
f j i VERT. I" 4' i s —
0 1 2 3 4 5 6 7 8 9 10
' CONSTRIICTION NOTES
CHURCH. —STREET - =PARK k Z S�E 1�-CONST. 3" A.C. OVER 6.5" CRUSHED A6GRE&aTe MAsa.
Oc �, �p
I of 2 CONST. DRIVEWAY APPROACH PER CITY OF RANCHO
0 Q b b 0 �� 0 V k 0 O D C CUCAMONGA STD DWG. NO. 306 (R-8 , w=15 ) .
k.
W 3 CONST. 8" CURB AND GUTTER PER CITY.OF RANCHO
ty C1 W h , ^ '�( I Q \ {�W m Q Q H CUCAMONGA STD. DWG. No. 303.
v 4V SCALE: i s 40
��W O 0q� Q I m h (� lV 4 CONST. 6 FOOT WIDE SIDEWALK PER CITY OF RANCHO
O `A n v J J Q l� �� Q h `+ CUCAMONGA STD. DWG. NO. 310.
W ~ Q r O � ° � � �W � '� � WWW v ° \� � � �� .'� I p o b0 o h w 0
0 IO Q , V °C �}: I V . m 4(� u ^ REMOVE EXISTING AC DRIVEWAY.
y3 a D ��, �1 Q F: h 2 W h W h W m •b U y ^ 0 p ti N d
k '� k- h (p�---REMOVE EXISTING LOCAL DEPRESSION AND CONST. LOCAL
`� : J M 0 W p p �� ar V_ W Yi Q I n p DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG.
VI m h
DfTA/L ,4 y_ 4 12 13 �I o 3 2 ut 4 Q j0 IC `� NO. 518 , CASE B.
/� (SEE BEtor✓) L Q . y
V \ 7 SAWCUT EXISTING A.C. PAVING TO CLEAN STRAIGHT
j =� VA LINE.
I uj 4' �� + + - �-7 I�f -�•' /3 '�- 2:r s•--f- $ PAINT 12" WIDE WHITE STRIPE AS INDICATED FOR
lop �+ w 1n/ W r/ TRAFFIC CONTROL PURPOSES .
:1 JCE
01 41
INSTAL
STEEL
OE
c�, 254.9 FL
Q _ RANCHOLCUCAMONGATSTDDWGR NO.TYPE
4037" Pt=r2
1` 2 3 �1 4 ((o ,& $ 7 �j 5 !o \ Z $ �!j 8 10 10 INSTALL STEEL GUIDE MARKER TYPE ''L" PER CITY OF
in MARKERS—� _g � .2 r MARKERS RANCHO CUCAMONGA
SITE DWG. NO. 403 . NOTE: REUSE
EX S7 B"Gc/,7 rE/z !C C-w.o.� —� EX/$T. 6 to",2. C. R 97'0.ZIV 1w.4/�v �
IF POSSIBLE
w'�r 9"jc/ATE,t ec.C.W o.)
_ II INSTALL "STOP" SIGN PER CITY OF RANCHO CUCAMONGA STD.
DWG. NO. 402 AND CALTRANS SPEC. 4-03. 3 R1.
�— I @�__INSTALL"WRONG WAY' AND"DO NOT ENTER" SIGNS PER CAL-
ka EX/S 7- /8 .fC,01 I✓/T�.POfX V_,=AO!✓�LL FX/�T. /8"C.M.P. A1i7W CZARI&O /HEFT T t � Q• , � o �f �X/s r. F N.
O I SEE •SEW4FR RLAAIS ^OR Re1*-VV4Z °p a TRANS SPEC:. 4-03 . 3 R11 & R11A.
SEE s�ti/ER PLAit/S' FOR .P�/`�1GYi�IL � //VF•O.PMA 770A,/. �iVD T A PAR r of � �i�r " t � � •
ti //'.lfOi2MAT/D/V NOT A P,4.PT O� ST�PEET /MP�O!/E/`SErS/TC05 e (3 INSTALL"ONE WAY' SIGNS (TWO REQUIRED) PER CALTRFNS
3TiPEET /MP�OIiEM�iVT G'05T� T'� ( ( I� II ( ( 14 SPEC. 4-03. 3 R10.
X ����� I ( II �� I Q �" CONST. CURB OUTLET DRAIN STRUCTURE PER CITY OF
a CHURCH STREET RANCHO CUCAMONGA STD. DWG. NO. 506 . W=3 FT
b,,, @ W x V I I I S=VFT. , NO PIPE TO STRUCTURE TRANSITION41 '
3 A ••5 I � l9 ' (I I a � ^ 15 REQUIRED, & CURB TRANSITION = 5 FT.
(.• �+ /(o /�l/S7,�GL $811tJG ST,T�'�EJ' L/layTS S . BARRICADE PER CITY OF RANCHO C17CAMONGA
N STD. DW NO. 4 �4
„ V1 W �• Q ADD F,4R? WAY Cz&ve r <0 STAT/o/V StSB•48 � 413/94 gi�c
H h p O 30' 90 t` ADO �Wo 2 SI-Z'51-7' G/6yrS 4I
O to it ie' 1 is � �
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E,r/sr ?' CoNC'dltA "14
MP KINLOCK AVENUE D ESC R IPTI 0 N o f R EVISION DATE APPROVE
/25ro•97 /� /q/
104
CITY of RANCHO CUCAMONGA
rA G.� r STREET IMPROVEMENT PLAN
R w X20 N ly side of CHURCH STREET
/ OWAPV
/ from 330 ft. Ely of TURNER AVE. to 793 ft. Ely
c EX 5T. /P A. C. zw , r .
ni l9 9 10 I:i of EX/5T t CDNC. AC,t� iVJrlL�G
�• APPROVED 8Y ATE JZ_Z_8�'
Od
/37J�G S� ~,rFO 6.P�IOE
GTY ENGWEE RCE.No23889
• • 8 DESIGN ADOLE AND ASSOUTATES, INC. RE M ND�D
0.F. f S.E .OF SAN BERNARDINO COUNTY
10 1 • - �,r/ST'/,tom cr.PAL CONSULTING CIVIL ENGINEERING
i
• • -
DRAWN AND LAND PLANNING• $NST
•600 N.Mounteln Ave.,Sulte 0.204
. 0•F Q ''. UPLAND CALIFORNIA gInS 2 L
SECTION A
r PHONE(714)94v-t94�j QF
DETAIL A NECKED ,t .e,_ RCE. No AT DRAWING NO.
W(4.N• InA�r;r FILE Moir 8 38