HomeMy WebLinkAbout913 BENCHMARK :
GENERAL NOTES:
CITY OF RANCHO CUCAMONOA BENCH
MARK NO. 65. CHISELED 'O ' BY END
OF CURB RETURN (NORTH END).
1. All work shall be done in accordance with these plans, the City of NORTHEAST CORNER OF INT. OF BANYAN
Rancho Cucamonga Standards and the Standard Specifications for Public STREET AND CARNELIAN STREET.
Works Construction - current edition. Contractor shall be familiar ELEVATION 1726.365
with and shall be responsible for adherance to these Standards and
Specifications.
2. All pipelines or substructures of any kind, telephone or power poles, ,.
water meters, valves, fire hydrants, etc. shown or not shown on these CONSTRUCTION NOTES & QUANTITY ESTIMeff&
plans within the right-of-way limits or in adjacent areas where
improvement work is to be done shall be removed, relocated or protected D E S C R I P T 1 O N •QUANTITY UNIT
in place as required at no cost to the City of Rancho Cucamonga. ,
3. Any contractor performing work on this project shall familiarize him- 1O-CONST.3"A.C. OVER 4" BASE ( ALL. 6TFtEET9) • • - • • - • • • • • • • • • 53, 852 SF.
self with the site and shall be solely responsible for any damage to O--CONST. 8" CURB AND GUTTER PER CITY RANCHO CUCAMONGA STD. DWG. 303 • • • • • • • • • • 6,4•77lo LF
existing facilities resulting directly or indirectly from his opera-'
tions, whether or not such facilities are shown on these plans.
g CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. 310, 311 (INTERIOR ST.'S) 101346 SF.
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering
Department prior to any encroachment or construction within City of d CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. 310 • • • • • • • • • EA.
Rancho Cucamonga easement or right-of-way. a- CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 308 (X=3 ' ) • • • • • 2, d00 SF
5. All grade stakes shall be set by the Contractor or Engineer. Paving
!o CONST. A.C. OVERLAY PER PLANS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 10,0fi7 . SF.
stakes shall be set at all hinge points, edge of pavement points
within 0.01 foot of sub-grade elevation and at not more than 50 foot •
CONST. A.C. BERM PER CITY OF RANCHOCUCAMOIQGA STD. DWG. 313 ' ' ' ' • • • ' ' • • • • ' • ' LF
intervals. Additional paving stakes may be required by City Engineer
as needed at warped or vertical curve areas. O8 -- CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. 405 • • • • • • • • • • • • • • • • I EA.
6. All sewer, water, electric, gas, phone or other utility laterals, Ian CONST. CONC. DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. • • .
mains, or crossings shall be constructed prior to paving. - DWG. 305 (X=3' ; W=24' ) (IZR I S.P. f A. x 3'S t••OTep - ol,501 5F. ) (INCLLIDIM6 I-OTdb 142) AJ501 SF
7. Compaction tests of- embankment construction, trench backfill, com- e{O- INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 401 • • • • • • • • • • • • 4- EA•
patting original ground and all sub-grades. shall be performed at no
cost to the City of Rancho Cucamonga. A written report with these 10 INSTALL TRAFFIC SIGN' PER CITY OF RANCHO CUCAMONGA ST. DWG. 402 . . • • • • • . . . . . . 1 EA.
compaction tests shall be submitted to the City Engineer for approval
prior to the placement of base materials and/or surfacing. II INSTALL STREET LIGHTS, 5800 L.M. (WITH EXTENDED MAST) • • • • • • • • • • • • • • • • • • • • • • 13 EA.
8. At the completion of paving, a materials report shall be submitted to 12 CONST. END OF STREET TEMPORARY PAVEMENT PER CITY OF RANCHO • • •
the City Engineer. Lising all tests or determinations completed to CUCAMONGA STD. DWG. 405 • • • 1 LS.
verify stability oil content and Gradation of asphalt Paving
9. Prior to installaticn of any paving . a materials report shall be 1� COfJ!5 r. uNt�EKSir�EwAt K t'KAMJ etc Crry Cr ICAW_* cI CUCAMor.�A "I . Ove0r. 0-%Crr 1 FA•
submittea to the City Engineer. Listing all tests or determinations
completed to verify: . Sieve analysis and sand equivalent of 1•} COAIST. 3 " A.C. OVER 4 " BASE. (BANYAN ST.) 4I�565 S.F.
aggregate base. 15 CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA SID. OWG. 3101 311 . (BANYAN ST.) 21I01D S.F.
10. Paving shall be performed in accordance with R-Value and Pavement tests
t7 ADJUST SEwER("1AN'f1E TO(MADE----------------------------------- 4 EA
taken to determine structural sections (prior to final plan approval)
18 ADJUST WATER VALVES TO 9RADE____________________________________ 4� EA.
~t w I
11. When improvements are to be placed on native soil which consists of a �� 'e/W 1101 STREET TREES CINTEILIO ft F✓TR5>;T5 t%5 sP`
20 2,3?
rocky material, the sub-grade shall be prepared by removing all rocks ��, PARKWAY I_ANOSGAPING � IRi21GATIOW ( BANYAN ST.) CP SIF
L5.
which protrude above the sub-grade and all voids or depressions shall 21 COf`i5T gTEQwAliICWAY VV¢ 00•'CAIL 'A" OR SNT 2 1
be filled with a fine grade material of a quality better than the native 22r 22' ��, NOTE- 57TEET L/6ihrj5 .4n/o f//f VYOVC4AIr5
material. W/LL PG4C'Irr:1 15r///A/0 _1%q`5W4Lk
FEA/NE.e�
12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant /A P
registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly V�/�pl,49ZE 71•/X• A.C. ov"L4y --J
CO fo'N/N•) OV--V a ow.applied at the manufacturer's recommended rate for the full pavement z.rs•,6 zee gl __ ____ _J l,- _ _ _ _- _ L-
width prior to paving. _---- - - --_ er�y c� ' '°; 'a a �
•
Z_ AIR
SMOOTH /J� 2 -
13. Estimate of quantities is provided by the Engineer only for the con- CLF91V_COKE HILLSIDE RD.
fX/S7 A C.�i�•A. CON!5T D/OEWi4L�PER C/TY4� 7 /8 /9
venience of the developer, the contractor shall make his own deter- GY�ti�5T d"�� a*4t�7�
mination of construction quantities before submitting a bid. Any �irC/rYOF�4ArCWe ,rAuu/oeZAr,4�Ne04sTDNtDb
item of work required by these plans which is not specifically listed �.4,t�ic% Srn.Z2WW ,tNO �// k�HECE�t/grCBOxES 4RE S ¢ d /7 1 20
in the estimate of quantities shall be considered as included in the iv'-"off <7Yf'/['L1L� LpC,4TF4/NS✓OElV4L� •2 �y
other items of work. / f 9 /rod 21q04, TRACT NO. 12801-1
a TYPICAL SECTION
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 -- - - -- -- - - --- - - 3 Q /O /5 p 22 BANYAN ST.
shall be constructed at each intersection. N.T.S. �l
BANYAN STREET `v r O
' 23� " // 1¢ �� :
15. City approval of plans does not relieve the developer from responsibility rr. = 6.0 2
for the correction of error and omission discovered during construction. 7.3 W
Upon request the required plan revisions shall be promptly submitted to / /2 /3 24 LEMCN AVE.
the City Engineer for approval. �' = 2
NANOAelAl AvEN/r IL t ORANGE ST
4 A
16. Work site and exterior streets shall be in a neat, clean, hazard free, < E , IZ ALTA LOMA
orderly state, throughout construction. Site shall be cleaned upon 53 32 31 30 29 26 27 t6 25 i
request of the inspector. 19TH u ST.
17. Contact all Utility Companies as required 48 hours Prior to excavation. W -
�..��.. .�■ e.����mow..■��.�• ;w -�
Provided for your convenience are Cne cjiiowing:
• INDEX MAP VICINITY ' MAP
A. San Gabriel Valley Municipal Water District
Mr. Bob Stallings (213) 969-2718
/t' /B' /6' /P' scAL E : /"=e0o NOT TO SCALE
0.'S' -4'-[ 7 5' 7' 'f' 9' _75' 4' 0. 5'
D. General Telephone (800) 422-4132 EVEL L/NE OdA, Cry;,�) !t/olE: 5Ti1'�Er ZA*Y725 , I-IZ-7 rPE HY.LWWII� r,
for underground servicey
t o 24' W/[L ,BE PL,4G�o .DEH/�✓,r> �L�rv.4Lk
C. Southern California Gas Company (714) 529-2889
2191 E. Birch Street (714) 529-7070
Brea, CA 92621 ';. .
C'.Gh/5T 3 ".4 G• i
D. Cucamonga County Water District (714) 987-2591 Q�K��T a" g4 ot2�*r 4" D4!sE COtiST D/�Est�ftX / ¢
9641 San Bernardino Road 4urT�e /r•r CrryoF C/ryo)-R4vcyocuCA, foy,*A
Rancho Cucamonga, itA/✓cSL/D CLiCAeMpti/GA •.3TD. NQ a�rp ,,Inrd �,/
g CA 91730 3m. of+.�. A/- J0�
�n-oicA� ' TYPICAL SECTIONKNE•f"E��i►1L�3AY�5A.tE
E. Metropolitan Water District (714) 593-7474 tLr-.��v rn/�1nEk�4Lk
p101Fs __ __ - __ _ -_ _ _ _ _ __ _.
P.O. Box 54153 SsEE _Jrv9r7,t.k/•,4 N .T.S.
Los Angeles, CA 90054 FeT 414,0�A'/AI r/. =5.0 .P=66
F. Pacific Telephone Company (714) 999-5639 VINEYARD AVENUE, MANDARIN AVENNM D E S C R I P T I O N o f REVISION
BALBOA COURT DATE ppFIROvE
CITY of RANCHO CUCAMONGA'
TA. NOe 12801ml
TITLE SHEET
IMPROVEMENT PLANS
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR PRIVATE ENGIN'EER'S NOTICE TO CONTRACTOR NOTICE APPROVED 8Y 0ATE .3 1P YS_
CONTRACTOR SHALL VERIFY ALL
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONDITIONS AND DIMENSIONS G TY ENG;NE E �A*I91� RCE No 23889
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AND SHALL REPORT ALL DIS- DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED
JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE THERE ARE CREPANCIES TO THE ENGINEER
MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE PRIOR TO THE COMMENCEMENT J1.._. CONSULTING CIVIL ENGINEERS ,s, •��rlss
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO OF WORK. AND LAND PLANNERS
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES DRAWN 1820 E. 16th Street SHEET
5L •
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION � SANTA ANA. CALIFORNIA 92701'►IONE711 .83525ta � OF 5
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . DRAWING NO.
OF THE OWNER OR THE ENGINEER.
CRECKED � -Vim- RCE No/�/a
CITY DATE FILE No 913
j JN 110-77�5
- BENCH MARK :
- CITY OF RANCHO CUtvAMONOA BENCH
'❑ ' BY END
- -
MARK NO 65 CHISELED
OF CURB RETURN (NORTH END).
- - 4 4 4 NORTHEAST CORNER OF INT. OF BANYAN
STREET AND CARNELIAN STREET.
ELEVATION 1726.365
L at,f. / I ]t
g - -
3 in m n
• b �} '�
1: QMIN
ILI
NO
+
m N
d1 t A2.
_ - - _
t1 X
0
- -
- -
IAJ
1� -
- - - - - -00 - -
-
rd 1
4
IN
- - - - - - - -- - - - - - - PROFILE - --
- - = HOR: 1M-40
-Fl FT1
VER: 10= 4'
23 24 25 26 27 28 29 30
CONSTRUCTION NOTES:
14 CONST.-3 A.C. OVER 4" BASE
�--
CONST. 8" CURB AND GUTTER PER CITY RANCHO CUCAMONGA STD. DWG. 303
15 CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. 310, 311
SCALE: N 1,= 40 & CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG• 308 (X=3' )
G --- CONST. A.C. OVERLAY PER PLANS (O,0 MIN.) ,
a- CONST. A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. DWG. 313
qa INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 401
, � to INSTALL TRAFFIC SIGN PER CITY OF RANCHO CUCAMONGA ST. DWG. 402
2�Rco,v AVE. �
VINEYARD AVENUE '�' I s � I It INSTALL STREET LIGHTS, 5800 L.M. (WITH EXTENDED MAST)
-4 -261 25' 25' 21 CONST. STEP/WAL-KWAY PER D>✓TpIL- "A"O 13µT• 2
� �� tic QST. Q.,teb a cwi.rrrER�• L- ,---li - 1 _`_ I
� a
ON
to _ _ �Q.o�+Y)�1 N 89'37' " _ _ 30
S .N(f� �I �1 �(f{I� A(/I�v� !I� '1 - 2.17°� O`�. 4.77• ��1� iLl •6 4>> Fi 1.54•CjC.,01)e� / t.17>i2.77 ' t.4e# 1 1 v
Q Q% Qo� �.. '1'� � �'be 1�1- CL.11�!'J !�•C•aLTTTER
J GON��" T??AtJS � � ---
W QAYEMEN'r- 1 1 P/ 1111/111 Illtt 1 1 1 1111111111111' 1� 11
t p AC-
15
heard) Ca"c> ) v 2 �21 15
es'S[.UNP 5ro"s WALL(1%P.)
v
4l I I 1 SE£ Poor f'G.PAD/dl6 PLA�uS 6�E DETAIL. i1 1
nP�V I I ``I �T 18 32" SLUMP S7hNE WALE (7yp.) Br"�OW FT \
� � I I I ► � u :f4
(I .Sf.E PLOT B 6,PA0/�C.Yo PlAdlS t- �
9 148
�NO*T6, TAPr✓R 2:1 GLOPE TO MATCH STF-F1W LXWA.Y
6lzAv+✓g �� � 18' 18 ,
12
��, w : , 1q seNE YARD AVENUE D ESC R IPTI O N o f REVISION o„TE PPROVE
CET 3 OF 5
�,�.N YAN 5T• II. � � W .
.s a
CITY of RANCHO CUCAMONGA
X NST CMV-5 OW i-`f PN1✓
5TQ DWG. 801 MOM F 1 SO y "
a• W
Tel (d Cr-- e ziw (0 F, l�Q ��7 _ 8 LSpAE BANYAN STREET12801mlcr TRACT NO.
004
�� �' Handrails +o BANYAN STREET
- � �� � �_ � be ►n5t'Qlle,� along
5tair5 fcr Vv forrM APPROVED 8Y
-- � ATE 3//.P/fr
g Code. CGTY ENGINEER RCE.No 23889
� > +� ;;: DESIGN MULE AND ASSOCIATES, INC. RECCMh�NDED
I ' � - O - ,JL . CONSULTING CIVIL ENGINEERS !/ !A
I AND LAND PLANNERS r
co*1� � wtn0 gr�.�/waucw�, coNc.�Nw I° � 18 s r �,•, ..
80 4"MIP!-7NIGK, CL#� 52o-C-2F� t�E¢ � '
DFtAW►�) 1820 E. 16th Street SH EE T
SANTA ANA, CALIFORNIA WMJ
SECTIDIJ 201 of 6T1�, SPECI1GiGATIONs 5L_ • PHONE 71s.s35-2sae � • � OF
W1TU TYPE 2 CUIEING COMPOUND MTAI L " Q M C 4814
HE KED RCE No 1DRAWING NO.
A, CITY 12-I3-84 - FILE No. 913
got LI
GATE .r
JN 110 -779
L = 125.04-' O•G
- - - BENCH MA
- 1 = a.
- -
U Q� CITY OF RANCHO CUCAMOM BENCH
- U MARK N0. 65. CHISELED '❑ " BY END
- OF CURB RETURN (NORTH END).
NORTHEAST CORNER OF INT. OF BANYAN
STREET AND CARNELIAN STREET.
1141 0001 t
ELEVATION 1726.365
- - -
-A
ir
4 - -
' - ,
1. 9
\j wv -
Al
4-T mom +
+ c - -
-* 1
p _ . 1 i_
z
T
w 14
S — to
000, 0000
0,00
r 4, y N_ }
01 00 eo�
a + m FA 00000
a N _
t -
- PROFILE= --
- -- - - - _ - HO R= 1 -40 - - -
_ - -
VER : 1% 4'
1 2 0 �3 4 5 6
N
SCALE: 1% 40'
CONSTRUCTION NOTES: ,
i�-CONST. 3" A.C. 01TER A" BASE
SEE SHEET 4 OF 5
"
f�--CONST. 8 CURB AND GUTTER PER CITY RANCHO CUCAMONGA STD. DWG. 303
�NDARIN AVENUE ga-CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. 310, 311
I ` II t Qf�— CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. 310
G O'
2 3 d SEE SHEET 2 OF 5 16 CONST. CONC. DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD.
32 I I o BANYAN STREET �J4r DWG. 305 (X=3' ; W= 24' )
± W .� 5 Ife I I P �� -l�� q INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 401
6 l ,� ��p 10 INSTALL TRAFFIC SIGN PER CITY OF RANCHO CUCAMONGA ST. DWG. 402
.N 44' 20• x0.00' S2�K1' '26.34- ;,_ h�I
»>�
INSTALL STREET LIGHTS, 5800 L.M. (WITH EXTENDED MAST)
YIQE Al2r� AN/ENu><
14-00 �- INT d v �� C �8`9 I �@ + III
I I �-as• 4v I
31 _ ,� a (�
I
r 2L1,T8' So•.t2' 75 GL7'• e0.77' 35.55, 47� - ♦�� $�,� ( � - N
V.
30 I Il"� I 12 11 10 -,� �, � _
I + W � 1 Cc � � Q ��
011
J � I
,6 +
7 I
leo
DESCRIPTION of REVISION
PATE pPROvE
CURVE DATA - CITY of RANCHO CUCAMONGA
Q , L , -F , VINEYARD AVENUE
A AL1 Oq 5s 2-7 Od 42 02 2G.<o1 _
1g 8�'55ti3" 2'7.00' d 1.44' im.0&1
,� .�" 516 00' � �' LA-6a, TRACT NO. 12801 = 1
b Os`I B, 07" 1�.0o' -2- 7�o' 1 S.8A'
>E �•t 8' o7" 28-700, 2& 10' 18
F 18. 5[1'43" d18 00' Ig-7-�' � �' VINEYARD AVENUE
00' 132 03' a6.4-2'
H 18° A,ASK 38Q OO' 12a-oc1, X03 G2'
I 410•ayr''[1 " 27 Or->' A2.Q�t' 27 06 APPROVED BY
ATE3 �r cr
1 •52'Ido" 27•aD' 42.35' 2-S-9d'
GTY ENGINEER RCE No 23889
DESIGN MA OLE AND ASSOCIATES, INC. RECOMMENDED
JL . CONSULTING CIVIL ENGINEERS �1A, 1plrl>br
AND LAND PLANNERS
DRAWN 1820 E. 16th Street SNEE T
5L SANTA ANA, CALIFORNIA 92701
PHONE 714•835-2548 OF 5
HEC KED �Dh. fin�P RCE No 14814 DRAWING NO.
CITY DATE t2-M-94 FILE No - 913
JN IlU -778
r
BENCH MARK:
t si'A CITY OF RANCHO CUCAMONOA BENCH
IU O• -1 4 - _ 1^z 8 R MARK N0. 65. CHISELED '❑ ' BY END
-- --
_ - - - - - - OF CURB RETURN (NORTH END).
__ - I I L
NORTHEAST CORNER OF INT. OF BANYAN
- + _ _ STREET AND CARNELIAN STREET.
ELEVATION 1726.365
+
�. + Ttt_ i
oil
AT cs;�FOr�
- - - --
T 1101
z - - -
1.= ' +
i w ,�
_ + - -
•_ �'c
g -
7 In
luzz-4-
4 Jf I
/ T
V.
AL
- - - - - - Q N 1 -r o --
- -
*4m S 9 PROFILE:
HOR: 1•= 40'
"EliVER : 1't 4 `
13 14 15 16 ' 17 18 19 20
CONSTRUCTION NOTES:
i CONST. 3" A.C. OVER 4" BASE
CONST. 8" CURB AND GUTTER PER CITY RANCHO CUCAMONGA STD. DWG. 303
SEE SHEET S E 3 OF 5
_ W
SCALE: 1
= 40
SEE SHEET 5 OF 5 �
s �1
VINEYARD AVENUE x O ''s CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. 310 311
_z
• I C. Of II 45-10, I Q a- CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 308 (X=31 )
18 1>8' 12 r 1 7 ,
06 — CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. 405
II 12 Q I � ) d 7 16 CONST. CONC. DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD.
A I at V 13 I 24 w y J �V U DWG. 305 X=3 ' • W= 24'
1 e, I $ �
Z , I W (� � v � 8 + Q( q INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 401
� � q
i� fl I u�F� ,capD� I q INSTALL TRAFFIC SIGN PER CITY OF RANCHO CUCAMONGA ST. DWG. 402
+ z 1! �„'► rat_Ic -- tenet cl 0 5 oc 122 ar'
X111 m�F" r ' N - -- ,.•• �/ - - tt INSTALL STREET LIGHTS, 5800 L.M. (WITH EXTENDED MAST)
VZA SS
I `"G ` �� CONST. END OF STREET TEMPORARY PAVEMENT PER CITY OF RANCHO
-AA�fiy' CIO,
�.' Irt� fit"' /f I 2 / - r j`�o j'.� . CUCAMONGA STD. DWG. 405
I A 15 2 �� i�
L 17j cz>OssT. Uh11wEp_ dint-wAL_v_nKA1n1 taER CITYdr` 1d4F�(COO c4,jcAmOTJt*A
1 rp N ri s,-o. cwt*. �7.
72 46' 7s 131.
-7? 26' C O
�
Y1 30 A o a.;2 9 2 8 a '31 27 26 1a + 25 ' 8
p 31 � r to W
r Z
2� 4. 33 32 `� } z Q �'
to 1�
14 � � 7
� ,�
dcu
DESCRIPTION of REVISION PATE oPRovE
CURVE DATA : CITY of RANCHO
MANDARIN AVENUE CUCAMONG.� t2 L T
A Oho"06'S8" 118:9 001 125.83' �o2.Gi7''
OCo�' f 1" 12000C�' t4 I. 113' -
$ 70•r�
OC, 4,S 11 12-50 Ida. 5&' 71. E _ TRACT N . 12801-ml
Ot'2'j 53 12017 00 3p.<08' 15.341
1= 05' 1-7' 2A 1200-c ' 110 �' 55,4.4'
DGYo'd6 17" t2GY�Gb' Idl•d7' 70.82'
�. ,a,�„ MANDARIN AVENUE
1218 00 &8.42 311.22'
}1 OCo'45' 17" 1182 00' t g4 35' !moi•7G'
APPROVED 8Y ATE
CITY E NGINE E RCE.No 23889
DESIGN AOOLE AND ASSOCIATES, INC. RECOMMENDED
JL_ . CONSULTING CIVIL ENGINEERS 9yd 'SIS ar
AND LAND PLANNERS
DRAWN 1820 E. 16th Street SNFE 7
5L • SANTA ANA, CALIFORNIA 97701 /1
PHONE 714•935-ZrAS �-t OF
KECKEO RCE No i4M4 DRAWING NO.
CITY p TE VLI S-S4 FILE No 13 0
JN -110 -776
3
f
-1� 114 - BENCH MARK:
_ _ - CITY OF RANCHO CUCAMONQA BENCH
- MARK NO. 65. CHISELED 'O " BY END
-- OF CURB RETURN (NORTH END).
t� L NORTHEAST CORNER OF INT. OF BANYAN
STREET AND CARNELIAN STREET.
ELEVATION 1726.365
1 -
a IQ
1.5t Qz r. ipc s,V:!t 00b I yj U� Al I-wly llf
16 Il _
U ib
_
= if1
NJ 0011-
00 L11
rk
,-�
fl
'- 4.
- - N -
G. i t IA-0 Adt
all
O 01--XI-17000,
_1
Aft
T' 4"11,
• \ 1
– - ' I.
o0_0 u
000,
4 007P,�
00
000 PROFILE J -
- - - - -
- HOP: 1"= 40'
- - -
t J L 1 4
VER: 1'=4'
1 2 3 4 5 -
NCO1iSTRUCTION NOTES: \
SCALE: 1= 40'
la-CONST. 3 " A.C. OVER 4" BASE
SEE_ SHEET 4 OF S 2a---CONST. 8" CURB AND GUTTER PER CITY RANCHO CUCAMONGA STD. DWG. 303
r
MANDARIN AVENUEga CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. 310, 311
28 -111 60' I leo CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. 310
� 1
CONST. CONC. DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD.
13 14 15 16 s 17 N D 18 �� DWG. 305 (X=31 ; W=24' )
3c � + SL � Q1 (o ��<
I U o N _ + O- INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 401
O W
p _
it + V ; �f / 10 INSTALL TRAFFIC SIGN PER CITY OF RANCHO CUCAMONGA ST. DWG. 402
4 a W Q,
S9 II / tt INSTALL STREET LIGHTS, 5800 L.M. (WITH EXTENDED MAST)� �
Sei.'►ts' O 7'+S-C6' s0-62' a��• � ,4.Sq IIC1 �i
27 I
Gt00 f. itJT• ZIQCOfJ AVS. � �.\ tJG'22'20"W � 0 ��\ �fr �- E .N,PJ\�v A
11Z c:
: 45
18+32 GL's MAtJCa4R1tJ VE. '
�ip�1 � � � pie �
_ .►a ' 2
sQ G, r?' _ 76. 48 1$, �g
II 2 I 4 G7' Gs 74' i 20 xt , V
26 I !� ° o
Q 0 IG a Do
I 0
24 23 22 N 0 �)
I I20 0
21 19 6
I � a
�
N 1!0
DESCRIPTION of REVISION
OATS JAPPROVE
CURVE DATA COURT CITY of RANCHO CUCAMONGA
A 13q'65:t'17" .2-7001 d2 Al'
g q0'000.3" 27 60' d2 1'
."' 27 0
as" dt>3�' &I 'Ra, 3t 41::4' TRACT No. 12801ml
b 08`2'g'35" d00 od' rft.2G' 2q '7'0' .
E 05*24q's5" 382 00' sa aa' 28 aro'
I6.Oo'oo14 112• not 2q-32' 1..75' BALBOA COURT
APPROVED 8Y DATE
CGTY ENGINE RCE.WO 23889
DESIGN ADOLE AND ASSOCIATES, INC. RECOMMENDED
JL CONSULTING CIVIL ENGINEERS
AND LAND PLANNERS
DRAWN 1820 E. 16th Street SNFE 3'-
SANTA ANA, CALIFORNIA 92701 5
5L ' PHONE 714•$35-2M8 5— OF
1•(ECKED *U-," RCE No 14814 AWIN0 NO.
CITY DATE 12-13-84 FILE No _ 913
JN 110 -770