HomeMy WebLinkAbout1236 BENCHMARK NO. 3-A ELEV. 1137.845
SET DRIVE PIN WITH COUNTY SURVEYORS TAG IN
TOP OF SOUTH END OF CURB RETURN SOUTHEAST
CORNER OF 8TH STREET AND BAKER AVENUE. 31
FEET EAST OF CENTERLINE OF BAKER AVENUE. 54
foo Ir.
FEET SOUTH OF CENTERLINE OF 8TH STREET 206
sero.
FEET SOUTH OF RAIL OF MAIN LINE AND 6 FEET
CITY OF RANCHO CUCAMONGA
IQ BELOW TRACKS.
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PROJECT LOCATION
ARNOW ROUT[
=TM srREErCOUNTY OF SAN BERNARDIN09 CALIFORNIA GENERAL NOTES
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS.
THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION - CURRENT
10 S4ti c EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE
SLECONSIBLE�SFOR ADHERANCE TO THESE STANDARDS AND
TM �N4Ro,ND
1 S STMEr 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR
W WN
OR�NOT SEHOWNWONETTHESEEPLANSAWI/THINFIRE THE RIGHT-OF-WAY LSMHOITTS
o 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.
3. ANY CONTRACTOR PERFORMING WORK ON- THIS PROJECT SHALL
FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
VICINITY MRESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT
PLANS FOR THE SUCH FACILITIES ARE SHOWN ON THESE PLANS.
N.T.S. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR
ARROW _g ROUTE _ CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
RIGHT-OF-WAY.
b
-- '" - 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER.
-- PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF
-- PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND
■ 13742 AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING
STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED
OR VERTICAL CURVE AREA.
TRACT NO6. ALL SEWER, WATER, ELECTRIC. GAS. TELEPHONE OR OTHER UTILITY
Q PAVING. MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO
RA
MENTS
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
STREET IMPROVEW COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE
3 PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
Q
WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE
16 60, SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE
PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
12' r r t' 4 8 AT- THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE
SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR
DETERMINATfONS COMPLETED TO VERIFY STABILITY. OIL CONTENT
AND GRADATION OF ASPHALT PAVING.
5
14 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT
INDEX T DRAWINGS SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TEST
1 6 SANDOR DEQUIIVVALENT OF AGGREGATECOMPLETED
BASETO VERIFY: SIEVE ANALYSIS AND
/3
• 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND
PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR
SHEET NO. CONTENTS DESCRIPTION TO FINAL PLAN APPROVAL).
12 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATfVE SOIL WHICH
CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE
Z PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-
11 9 GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WfTH A
TITLE SHEET FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE
2 PLAN & PROFILE-ARROW ROUTE MATERIAL.
10 9
3 PLAN & PROFfLE-VINMAR AVENUE
II
SITE P 12. AN 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 810. ANY ITEM OF WORK REQUIRED BY THESE PLANS
N.T.S, WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF
QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER
ITEMS OF WORK.
50'
13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS
36 f,r 14' 09 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION.
7' �. CONSTRUCTION NOT AT OF UANTITIES
* 0.5- 1 ITH '24" GUTTER PER CITY STD. NO. 303. 1 S CURB 4 1563 LF 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
2p' 16' o s�, 4' 3 Z RELOCATE EXIST P.P. BY ED130N COMPANY. 2 RELOCATE EXIST. P.P. 3 EA RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
r►--- 3 RELOCATE EXIST WATER METERS BY CCWD. 3 RELOCATE EXIST. WATER METER 3 EA DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED
" 4 4' P.C.C. SIDEWALK 5946 SF PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
19 TO 20 4 CONSTRUCT 8 CURB ONLY PER CITY STD. 301.
2 5 CONSTRUCT RAMPED RETURN PER CITY STD. N0. 310. 5 A C. PAVEMENT WITH AS 25902 SF ENGINEER FOR APPROVAL.
VARIES �� = M� 6 CONSTRUCT P.C.C. SIDEWALK PER CITY STD. NO. 310. 6 8'� CURB ONLY 24 LF
6
1/4"
_ 7 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTION. 7 TREE REMOVAL 2 EA 15. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT.
II 8 SAWCUT 394 LF CLEAN HAZARD FREE. AND ORDERLY STATE THROUGHOUT
12 4"AC I ,• • cr 8 REMOVE EXISTING CURB.
MA
20 X -F 9 SAW-CUT TO NEAT CLEAN VERTICAL EDGE AND REMOVE EXISTING PAVEMENT. 9 TRAFFIC do STREET SIGN I EA. RESP. CONSTRUCTION. THE SITE SHALL BE CLEANED UPON REQUEST OF THE
�`-"'� 4' MAX 6 = 10 REMOVE INTERFERING TREES (TYP.1. 10 A.C. OVERLAY 6600 SF INSPECTOR.
--- --�--_ _ f- II CONSTRUCT A.C.OVERLAY TO THE GRADES SHOWN, TYPE C2-AR-4000 A.C. 11 CURB & GUTTER REMOVAL 41.0 LF
Q
`1 I O SURFACE. 12 STREET LIGHT 7 EA 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED. Z DAYS PRIOR TO
EXIST. AC PAVEMENT N 12 HEADER CUT AND OVERLAY 0.10'MIN. 13 DRIVEWAY APPROACH 19 EA EXCAVATION.
9 7 13 INSTALL STOP SIGN PER CITY STD. NO. '402. 14 RAMPED RETURN 2 EA
4"AB PER SOILS 14 INSTALL STREET MARKER PER CITY STD. NO. 402. 15 SIDEWALK TRANSITION 240 SF 17. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY
T�'9 TYPICAL SECTI 0 N REPORT. ig CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD. No. 305. 16 ADJUST EXIST. MANHOLE I EA PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY
R 069wi15 313 17 BLUE PAVEMENT MARKERS 2 EA LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE
ARROW ROUTE . 91D69LK BETK/EE/V CONSTRUCT SIDEWALK TRANSITION PER CITY STD. NO. 18 SPANDREL AND CROSS GUTTER I EA IMPROVEMENTS COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND
STA /4-o-89.2/ TO STA /4tG+4.00 R INSTALL STREET LIGHT ( BY OTHERS) 19 STREET TREES (SEE LANDSCAPE PLAN) 47 EA
18 ADJUST EXISTING MANHOLE OR VALVE TO GRADE 20 RELOCATE EXISTING FIRE HYDRANT I EA ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE
_ DIRECTION OF THE CITY ENGINEER.
19 CSTALL CUENMARKERS
TDEPARTMENT.20 CONSTRUCT SPANDREL AND OSS GUTTER PERCICITY
18. CONTRACTOR SHALL INSTALL BLUE PAVEMENT MARKERS ADJACENT TO
21 RELOCATE EXISTING FIRE HYDRANT. FIRE HYDRANT IN ACCORD WITH FIRE DEPARTMENT REQUIREMENTS.
22 INSTALL STREET TREES PER CITY STD. DWG. NO. 601 & 602.
23 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. NO. 304. t
• ,' (AFTEREF RMS ARE
NG CONCRE EPLACE,
CONTACT CITY FOR INSPECTION
BEFO30' 30' EssioN CITY OF RANCHO CUCAMONGA
- TRACT N0. 13742
12 Is - Ie 12 � No. 31840 m
4' 12.7' 5.3' 5,3 12.7' 4' * Exp. 12-31.88
X, CIVIV ��� TITLE SHEET
qjf OF CAI�E��
• 'h\= 14 FT 1/4r /0.29' 0.17' 029' FT =
EVEL INE yam O\
� - 3"AC 6 � Q SCALE:000111 - CITY ENGINEER DATE _fiLj ]
-
AS NOTED
a
W ,
I W DESIGNED: JOB NUMBER
�
7 TI �5 4' -
R=69 PDB 211-003-87
"AS PER SOLS REPORT
FILE NUMBER
TYPICAL SECTION
I RELOCATE DW Y'S ON LOT I AND OCITLOT DRAWN:4-4- 89 LCL 712-C N. DIAMOND BAR BOULEVARD �3&
V I N M A R AVENUE
SD/CR DIA D BAR, CALIFORNIA 91765
NO. DESCRIPTION DATE BY (714 "-.3
CHECKED: SHEET
N.T.S. REVISIONS R H K PROJECT ENGIN ER 1;2840 7 DATE OF 3
� 1\
1
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4
BENCHMARK NO 3—A ELEV. 1137.845
�' • SET DRIVE PIN WITH COUNTY SURVEYORS TAG IN TOP
: - -
OF SOUTH END OF CURB RETURN SOUTHEAST CORNER
- • : OF STH STREET AND BAKER AVENUE, 31 FEET EAST
OF CENTERLINE OF BAKER AVENUE, 54 FEET SOUTH
- CENTERLINE OF 8TH STREET 206 FEET SOUTH OF
NORTHERLY EXIST. EDGE OF PAVELA--i
T L
MA E AND 6 FEET OW TRACKS.
. AI OF IN LIN BEL
R
N �l
T) tNv. r 3 `� W,
J .
1220 E.P� �._ _ _ : _ - - - _ __ ..._ _ ___ - _. _-- -. ..._..__
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EXIST. FACE Ot. _
4+
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14 4 12 116, IT T, t It
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vim,G7 `� �✓ J ^ 3 I _ + 121'8. It
12 7.56
1220 -- ---- o.� 3 �o,52R _ .� _ t r _ _ 121 . d �.� �f�
�� v Co.ac, .� m \, a.
F 8
EXIST GRADE AT R/W ,
EXIST. TOP OF SOUTHERLY CURS
�, +
EXIST TOP OF SOUTHERLY CURB ul
it ►� '0 8 a J R/W W
_ _ a _
_�._ _ _ _ _ _ ______ _
o + z
1220 STC - Q
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4. fi
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DETAi � A
o! _ d o g m ,tv o o N T S
Z %
i- �,cn }
h t_1 + �
11 _
PROFILE SCALE
s q4'4 Ls�.oz' ou. HOR I Z. I" = 40'
_ _
i
VERT. I" 41
q 13+00 14+00 15 + 00 16400 17+00 18+00 19+00 20+00
CONSTRUCTION NOTES
N I� 2
W i
wW I W �l CONSTpUCT 8" CURB WITH 24" GUTTER PER CITY STD.303. -
o 1 �� 3 LC a 0
� df 0 a 0 o cr
Q Q co
V Cid 1 j V 0 / Z
X OO1 0 0 W X R Q O CONSTRUCT RAMPED RETURN PER CITY STD. NO. 310.
" m W N i D> p 1+J
0� �� M Z_ + + Q + ' ro O W O CONSTRUCT P.C.C. SIDEWALK PER CITY STD. NO, 310
Q 3 — - -0
:3 1O CONSTRUCT A.0 PAVEMENT PER TYPICAL SECTION.
Lu g REMOVE EXISTING CURB.
a 0 3 � SAW-CUT TO NEAT CLEAN VERTICAL EDGE AND REMOVE EXISTING PAVEMENT.
ARROWROU tiE 4 11' • So --�REMOVE INTERFERING TREES (TYP.)
; �! R/W
11 CONSTRUCT A.C. OVERLAY TO THE GRADES SHOWN, TYPE C2-AR-4000 AC. SURFACE
HEADER CUT AND OVERLAY 0.10'MIN.
yLQ11 _ \0� g EDGE OF PAVEMENT—�- IS Il Iq — 14 INSTALL STREET MARKER PER CITY STD NO.402
LINE _ `
�COWN -
L� M1 a 11 \� �A L,ry�$ 8 � �\ti\�•� `11,�e� ' V-0
O CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD. NO. 3056
e 89 95 1
o, .°' ✓' �(� lL�1 �/ sM O CONSTRUCT SIDEWALK TRANSITION PER CITY STD. NO.311.
\� . .�- �. �. ',�1/ .� �4• yv \tip 0 �. Q+ 1
a q1 f e� Aor
0 \ ti ----- _ -� 17 INSTALL STREET LIGHT ( BY OTHERS)
\tip
\4 -0�. c �•' �, /d � >'' x/ - ' %� ti���;j
`\ry `a� I \� -
• TO GRADE
•• , ADJUST EXISTING MANHOLE
1 ..
_
r— T it 1�'i:� H �, s, a I'i/ _ S R/W ZI II O INSTALL BLUE PAVEMENT MARKERS PER FIRE DEPARTMENT
r<II w` v 10 a I ;�• G :10$.97 » .
R/W `a. 10 --I � i Q,I Q G d ✓,\� ,�r I�1 23 n I EE DETAIL A 1 O CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY STD. 308.
,A 1 �`� MATCH INE a v EREOPL__._.___
.�— I I o
a
11 ; I IIo I I ap �o I �ti� SEE SH 3 �; 2
I II } I * + 0 j (I I _ + 3 �I' i� I P23
INSTALL STREET TREES PER CITY STD. NO. 601 a 602.
—J pa N t0 W I r- 0 r_
I y I ! I I + I CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. N0. 304.
+ 1 r---I I �� O, 4. II
s 5 I �---, j I $ I 1 0 rt.Nb 1030 le,46 �
I I I► r� I .� w,�Y NIRL 0
Iy �,W _ CITY OF RANCHO CUCAMONGA
�_ I Ila �_ I I 18t1s.�.o Z 0 QRpFEssl
-1 fu u
; + m ,� TRACT NO. 13742
1130 °D No. 31840
' E•p.12-31.8d * ' PLAN & PROFILE
132.04 �' 18' 18' I 1121 F-
i I I I I i Jqj C
SFE SHT 3'OF3 fOFC�I�E ARROW ROUTE
`✓INMAR AVENUE
SCALE: APPROVED BY R.C.E. �s 3567
CURVE DATA I" = 4OCITY ENGINEER ' DATE
Q R L T - -- DESIGNED: JOB NUMBER
D 89°55'57" 35.00 54.94' 34.96' PDB 211-003-87
E 90°04'03" 35.00' 55.02' 35.04' 9-7-81Q CHIN&E CUK5 ALICvNOFNT STR.17t7$hO Tb 18+.30.60 6-2-411 la•f.
RELOCATE DWY ON LOT 1 4-4- B-T L,CL DRAWN. 71�. DIAMOND BAR BOULEVARD FILE NUMBER
F 7°37'41" 150.00' 19. 97' 10.00' I CR DIA MON R, CALIFORNIA 91765
G 84°36'05 24.00' 35.44' 21.84' .4PP40 DATE NO. DESCRIPTION DATE BY ( 4) 86 3568
zez&
' 1 CHECKED: / SHEET
H 89055'57 24.00 37.67 23.97 REVISIONS RHK PROJECT ENGINEER R.E 1840 TE 2 OF 3
•I
... .. _. . _.,t.._....
• �
-6/4 A14 a/4 °/4 BENCHMARK NO 3—A ELEV, 11
37.845
GROUND AT WESTERLY R! . . _ , ^N — —
SET DRIVE PIN WITH COUNTY SURVEYORS AIG IN TOP
W _ p1
OF SOUTH END OF CURB RETURN SOUTHEAST CORNER
-
OF 8TH STREET AND BAKER AVENUE, 31 FEET EAST
OF CENTERLINE OF BAKER AVENUE, 54 FEET SOUTHd
,
g N MAIN LIN 6 T W �
,•� � OF CENTERLINE OF 8TH STREET 206 FEET SOUTH
d \ O N p _ RAIL OF E AND FEE BELOW TRACKS
O
+ N
o 1215 WTC
� J o $ 0 0
R r + �.
OCL J O lA Q. _ ...
+4.
1205 WTC _ ` _ I v o N - -
- � � oN
TOP OF WESTERLY CUR �+ ��—' � o J � ' . . . _. � S +
� / ' � ` 4� $ � o m +
EXIST
EXIST. GROUND AT CL 3' "ef
- °
o
1195 WTC _ _ __ _ . � . .. . .. - 8 ,,� - _ .�� � . ___ ____ _ -: ___ �,...--- __ o _. __ . �'_. - - _
� ' J ° o + a 1215
oJ + � . a/4 °V4 #4 4/4
�-j`� � r mo o • *-
N + � + cr 2• v a 9
� � .. opt = •' .gry z
1205 w S Z o 8 �tia ° o �_ N
Q _ o 0.
vI� N �9 a, �� 0 ^ + N o sN S� U r
+
EXIST. FIN. SURFACE AT v GROUND AT EAS, ERLY R/w •
10
1195 , $ _ h
04 + 1215 ETC
✓✓ Q v)
� / 2 • �. � N ��. � g �--- "�- � ;. + •
_ $ _ 1205 ETC W $
. EXIST. TOP OF EASTERLY C,l\1R0
PROFILE SCALE
� HORIZ . I» 40'
1195 ET 00' 2100 3+ 00 4100 5 _ _ _ - VERT. I = 4
+ 00 6 t 00 T t 00 8 t 00 9t 00 10+ 00 11 + 00
—__ _--GROVE- STRE€
� a I
I I
62'
I
x— x— —
11 7 c�ylplp�, rrt 14
43 _ ' 10 +99.85
r II 11 I` I VINMAR WE. •
1 � Jg 10 II 12 13 14 15 16 17 �� a � , -
I1 N v lu '` Op , g QD ; p m_sJ �W ARROW RTE.
n1a. +
I ~ I NO o �� I� G 2 ` I i
W II - -, u ( K �� � 3 m a 1 �� . D� I ;n' CONSTRUCTION NOTES
I 3 B `� 76+ � I G + \�� ` �,3x ,LRS `, .) "
SI4 t+n _ oo _ + •a+ R/W T Q. - --S i Y. ( f I I CONSTRUCT t� CURB WITH 24 GUTTER PER CITY STD. N0. 303.
G`! 6510 50.23 66.00 136.30 I N O
+00.00 ,(n I d ��, C 4203 M f �=' ; 4 SAWCUT AND REMOVE EXISTING CURB CONSTRUCT 8" CURB ONLY PER CITY
VINMAR AVEC i I - ,. . a "" ,. _ _ _ • < , - __ . _ t • . - a . +. • • o O ,
5+31.16 _ Y _ _ ; • _ i STD. NO. 301 (VARY CURBFACE AS NECESSARY FOR SMOOTH TRANSITION ),
---- --_-- --___-- • '� • • _ • •: 1 s" 6 CONSTRUCT P.C.C. SIDEWALK PER CITY STD. NO. 310.
SALINA ST I rw T 5 �.,�,.• _ �ti F A �� f" �'�� �ti N o°0o'47"w ��r' O
13h o �� Vv - - �� 'f`' f� v� A \ -- -- �� N tiw" OT CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTION.
�• 9$� `' -- t_st_0 00 47 W V'[ p�' v �"� v �1 N'le3000s� tib:�'� '
\� ry � U.0 RMWER 1-
I i
err,. q G 7 np` _ ap O SAWCUT TO NEAT, CLEAN, VERTICAL EDGE AND REMOVE EXISTING PAVEMENT.
=•o • , • , a • • j • '- • 65 0 65.00 60 O r- • I I W 13 INSTALL STOP SIGN PER CITY STD. NO. 402.
I I f <.. 65.00 N 57.667 . ? `C/ _z O
Q V a` r 38.00 31.99 R!W N ?- -,• � s 4 I i
I W C } )- 3 r+ 3 '9 Q J 15 CONSTRUCT P.C.0 DRIVE APPROACH PER CITY STD. NO. 305.
iZ 69.98` 70. O
I s5.oa 9 y cc M 4 0\4 �b ` -q ? E �. � W
¢ _' X D a O n! .�. N + + c i z IT INSTALL STREET LIGHT (BY OTHERS)
W, - - 3 N +Y `� r� 3 O
i� O + � � � } 3 d � ,�� F � ' �► 15 15 ID e m I IQ !
I v O ADJUST EXISTING MANHOLE TO GRADE.
N m + + W Iy N I I
130' 3 1 i' m Q O } IS I9 � Co 15 15 + Z ~ O m t III : I
`W 19 INSTALL BLUE PAVEMENT MARKERS PER FIRE DEPARTMENT.
1ff?— w m ,,� + c° 'S 17 9500 L — I 1 I .
12 18 18-1_1112 qr W In (l I ! 11 U) 22 INSTALL STREET TREES PER CITY STD NO. 601 6 602.
Z rl- z j n 9 8 ��°° 7 6 S 4 3 2 1 I
1111
M W N - -
ta U Z 14 3
+ a t-; I I (
N I CITY OF RANCHO CUCAMONGA
N
VINMAR AVENUE PE RA— TRACT N0. 13742
E Ip
CURVE DATA ° � K N F`<4-- PLAN & PROFILE
R L T � 4
A 5043'55" ►000.00' 100.04' 50.06' No. 31840 �' VINMAR A►VE.N U E
B 504356' 1018.00' 101.84' 50.96' * Exp.12-31.88
C 5°43 '55" 982-00' 98.24 49.16' c/vl
OF CAS SCALE: APPROVED BY R.C.E.
D 890 55'5 7" 3L'.00' 5 4.94' 34.96' Il" s 40' CITY ENGINEER DATE
E W04'05!' 35.00' 55.02' 35.04' DESIGNED: '" JOB NUMBER
44L• Q PDB � 211-003-87
DRAWN: FILE NUMBER
le so� lvgB p RELOC ATE DWYY ON LOT I q NO OU TL O T 4-4- 811 LCL 712-C N. DIAMOND BAR BOULEVARD /
AP1�Y0. G7.4TE N0. DESCRIPTION DATE BY CR DIAMOND E 8 O CALLIFOR BA 91765 (p
CHECKED: � � SHEET
REVISIONS RHK PROJECT ENGINEE .E. 1840 ATE 3 OF 3
' c