HomeMy WebLinkAbout1220 f)RA'.'JIN(, Nn - -
(,ON r 1�()i N(, 138 Zg l V
r)VF F�1 AY Nn 1-38 Z4I
r
Release Date
X30,'$?
-5/ 7 /97 R/W
GENERAL NOTES
5 so
R/Y
8111187 PUnTCUTILITr zs is runt( UTILITY 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
L.__.
AND SIDEWALK AND SIDEWALK ' STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION.
9111,E , EASEMENT 7. IS IS' 7 EASEMENT Lr - _ - - _ _.,1 sro� _ _ 7_ _ SEE BACKBONE STREET IM-
1 „ , , ond• +6 , � , „ + CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL RE RESPONSIBLE FOR ADHERENCE TO THESE
rz �+ , +IMIm f-li / PROVEMENT PLANS PM 9192
I � � �
STANDARDS
( / / 13' i' , i 3 I -_C -'_re� oicaeeLi yrlRlES � , ,_ _- _ _-1 ^�f_ - _ N DS AND SPECIFICATIONS.
ll� D/B
ALL PIPELINES OR SUBSTRUCTURES
D A KINDTELEPHONE OR POWER POLES WATE
Io�uT� ��r� F ANY K: t t R METERS t
Z � O.Oi' �,L fLOW__.�. STR Gl.�
STr. cc_ A VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-MAY
/ �3/87 `i LEVEL IINE� 172 171 - I Fcow LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK: I5 TO BE DONE SHALL BE REMOVED,
RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ON COST TO THE CITY OF RANCHO CUCAMONGA.
y/ZSl 88 J ,~ ' 100 0 100 200 3. A PERM4IT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR
R 1"=100' - _ TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-
/III/88 4 20 R 8 7 j
�?s TYPICAL SECTION 20 4 ``rc coNro,v.n wlnr t/N/tNrD
1 N.T.S. 1 LOCAL DEPRESSION FOR SIDE .reser sNRFACr 6 scale feet - N WAY.
C -J OPENING CATCH BASIN PER STD518 (MODIFIED) � 4 3 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY
.
r ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS
rL N'T•S' 2 AND SAND EQUIVALENT OF AGGREGATE BASE.
DETAIL A _ SEES E 1 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL
' ET2 BE CONSTRUCTED PRIOR TO PAVING.
l6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
l L4. 1. 4=4 INCHES UNLESS OTHERWISE SHOWN ON GENERAL PLAN. �� �- AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
2. POINT A SHALL BE SET AT H INCH BELOW EXISTING GUTTER GRADE. WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR
T.C. ELEV. 3. SPECIAL DETAILS GOVERNING THE CONSTRUCTION OF THIS LOCAL �- APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
CURB LINE DEPRESSION ON VERTICAL CURVE SHOWN'ON GENERAL PLAN. 1O 11 12 13 - 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER
LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF
1/2• R 6• 1/2' R 1 4 15 1 6 ASPHALT PAVING.
L1 . V 17 B. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE
SEE STD. DWG. 501 I+ 1 8 SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND
" 4 1/2• .rI r
1.4 I/4 LIP TOP OF IFOR INLET DETAILS W ALL VOIDS DR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN
�. SEE DETAIL 'A' FOR
SLOPE = BATTER 6 1/. R PAVEMENT p'J THE NATIVE MATERIAL.
• LOCAL DEPRESSION
1/4 PER � DOWEL
r 1/� R
. (SHEET 1) n n 9. CITY APPROVAL DF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FDR THE
FT. A � _ G . I •: ', 9 ` ` 26 25 n� CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
T
97:
L
22.5 �_ 23 2 2 Z REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
2 1 4 7 46 10. WORK: SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE
A , •I 4 �- 4- (TYP) 2 0 4C THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR,.
_ 19 48
--
T
-- 11 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS PAVING REPAIR AND PAVING
7.5 25.5• T - SEES EET 50 49
Q100 .i CFS
P
I
5
RE LACEMENT IN CONNECTION WITH SEWER AND WATER GAS, PHONE ELECTRIC OR OTHER UTILITY LINE
3 52
INSTALLATIONS MILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN
MONOLITHIC 3' (MIN) FRONT OF BOX TO LINE _ `� - COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS.
60 CURB & GUTTER + : UP WITH TOP OF CURB _ 12. ANY CONTRACTOR PERFORMING WORK; ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
PER STD. 303 (MODIFIED) 6' (MIN) 29 3 ' SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
w ■ SEE STD. DWG. 502 L 3 1 32 --��/ INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
c (MIN) FOR OTHER DETAILS 33 34 3 5 - a 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT.
DETAIL J _ 36 �� 4 W 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION.
37 5 = 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0. 401 SHALL BE STAKED WITH 3 ' OFFSETS AT
111119
1. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE 6' (MIN} 4�f 43 44 12.5 ' INTERVALS. PLACE 3/4' DOWEL PINS AT ALL EXPANSION JOINTS.
THAN 10 FEET APART. p 4 1 L 16. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET
2. ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE D 3 8 3 9 4 0 AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 . OF SUB-GRADE ELEVATION AND AT
LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY THE CITY ENGINEER
UNLESS OTHERWISE INDICATED. SECTION A-A (MODIFIED) AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO
3. PLACE 3/4■ DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW STD. 50SEE BACKBONE STREET IM PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
LINE GRADE IS LESS THAN 0.401. MINIMUM OF 4. 3/8@ = i, PROVEMENT PLANS PM 9192 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE
E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S
DETAIL H RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
VARIES ANCHOR 74 o- srRfET TREE 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF DEVELOPER,
5�
SEE PLAN FOR ESTIMATE OF QUANTITIES THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE ALHAMBRA A-12668 TOTAL LEN67N (FOR BONDING PURPOSES ONLY) SUBMITTING A BID. ANY ITEM OF WORK: REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY
OR EQUIV #3 X 5' B o 49 RADIUS INDEX MAP LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
+------+----------------------------------------------+----------*-------+ WORK.
1 ITEM I DESCRIPTION I QUANTITY 1 UNITS 1
I M ♦sa.cs.+s:ssssssessssssxsa:ss:sassssse..:.ss...sass..:+e.ascassss♦asc..s.} 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM ESTIMATE OF QUANTITIES.
A - -+- A 1 1 1 4• ac OVER 4' CAB PER TYPICAL SECTION 1 s7,009 1 sF I 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE
1 I (SEEGENERAL NOTE 21) 1 1 I ,
CONSTRUCTED AT EACH INTERSECTION
_ _ _ ------- "---- ----------"- 21 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE
"' 24• RC - - - - CURB LINE *- -+-------- +----------+-------+
11 - T ANGLE W/CURB LINE ( 4 1 4' PCC SIDEWALK PER STD. DNB. NO. 310 i 311 1 15,835 1 SF 1
+------+----------------------------------------------+----------+-------+
TIS � M MAY VARY PRIVATE_ STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) .
-, : 7 STREET NAME SIGN PER STD. DWG. NO. 402 1 3 1 EA 1 E N G I N.E E R S NOTICE T I_C E T.O _ CONTRACTOR
R A C T O R
• jj +------+----------------------------------------------+----------+-------+ ks C vN S T v GT/on/ IV o TL-3 C70 2 S m E�� -rAE EES
#3 ! 3' C.C. I� - - - -a` - - 4 RADIUS 1 15 1 STREET LIGHT (5800 LUMEN H.P.S.V.) I 13 1 EA 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
+------+----------------------------------------------+----------+-------+ JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT
1 20 1 6 CURB AND GUTTER PER STD. DWG. NO. 303 /- ALL ST,_E£T 7-ZEES .19,P-49- 7-0OL- Pt..rgct o /^/ RC�ol2/.�/+.���6 L✓irr/ C[7r/ 9r-A::
B 1 1 (MODIFIED PER DETAIL J) (SEE SHEET 1) 1 3,166 I LF I INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
ANCHOR +------+----------------------------------------------+----------+-------+ APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE Z. �u . &os-IQ .
r•r- T-2E-ES S/fsacc BE 6T7�r�t� /r/vi� Pc.f,��7-g-� pcca2A,tiv 7a C r7"y
1 25 1 CONST. LOCAL DEPRESSION PER STD. DWG. 518 1 1 1 EA I CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER S57-r->. os-
04 BARS CONT. 1 1 (MODIFIED PER DETAIL A) (SEE SHEET 1) 11 1 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 3, so/L FE-2T/L/Z//Vb AAlo Cov,o/T/an//wa SP40[,e Q6 /w �4eao,tzo�awC6 w/T7y SECT/o..i
+------+----------------------------------------------+--------- +-------+ ZrZ- /.2 a� r7vE sr/ar.,o,g>z,o SPtcr�.�,aT-�u.vs Fa/� Pe_/eCo�•ar�uc-
�AN 1 28 1 UNDER SIDEWALK DRAIN PER STD. DWG, 507 1 2 1 EA PERFORMANCE OF WORK: ON THIS PROJECT. ug
T/vN, TY�� 1 02ar�� Sc�iL r4m¢-n/Oir7�iv7-s S/;Ac� BE vS�/) LaJi77s 7?tCr TZA77o
STRAIGHT DRAIN 1 1 (MODIFIED TO 2' WIDTH) 1 I 1
■ +------+----------------------------------------------+----------+-------+ THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR vti / PA/a� o,e6A-" fs�-s-, �,,.ICN� TD 3 P � /�/�7-1V Soil , r9LL
W �f #3 ! 3" C.C. 1 30 1 24' RCP 1 44 I LF 1 �1�71E�rJmavTS /g
72c 7� 6E T�to�ocJbN�y �►'r�x�o /D•2o� Td
i , a � ctc
g � 1
m z 1 #3 ! 6' C.C. +------+- _ +----------+_------+ FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO •�. FE2�/Lr2/9no.�/ o•� A�� sr¢E�T
1 32 CATCH BASIN NO. 1 (STD. DWG. 502 MODIFIED 1 I 1 CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND of rrry Fyv2or.re.+-Ire so.c /2�/�o>zr ��12/v+sv+��� Ta Tr+E c/r�+ /vsAEcta2, non/.
~ , SEE i 1 PER DETAIL H) (SEE SHEET t) 1 1 1 EA 1 RESOLVED. ,S A/o SrZie 77LE>✓ .SH.�IIL QE P�.•a� �� 4J/if-1ZE 77`+E' L'�rv7�/L or= T7`tE 'frLuNK
--- +--- ---- ----------------------------------- ------1 EA
3" � ANCHOR +- - - - IS c Los E 2 nµ-,4+ J 7r,�,e E-� ��-r (3',) 7-z> 7�r�-- ,��c E- or' e.�sz 3 Ung c.Ess o r7+E-2�✓�sc
0 = Z Z W 24" RCP w 8 n DETAIL 1 33 1 UNDER SIDEWALK DRAIN TYPE C (STD. DWG. sol 1 1 1 E_NG I NEE R....• S... .N O T I CIE.- T11.0. .-._C..O N T R A C T O R No»n
1 MODIFIED PER DETAIL I) (SEE SHEET 11 1 1 '
o a z N 3/4' LIP +------+----------------------------------------------+----------+-------+ /o. ALL. 57-ILECT T7LEES Al2C- Sv4JZ'ZT 7a /rvsPE CTZoi./ /4"0 i4C.e-E-P r-pasaid T7+ c
ELEV. SHOWN 1 34 1 DRIVE APPROACH PER STD. DWG. 305 1 52 1 EA 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES C/71/ Cnrc,rnrc�12.
Q •�a -
ON PLANS +------+---------- -- -- ------+----------+-------+
SHOWN ON THESE PLANS WERE DBTAINED BY SEARCH OF AVAILABLE RECORDS. HESE
1 72 1BACKFILL TRENCH W/CONCRETE AS REQUIRED PER 1W
(7 ? T. . .: . 36' 1 1 STD. DWG. 519 1 44 1 LF 1 LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE
Z z z �, > ' +------+----------------------------------------------+----------+-------+ CONTRACTOR 50 THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR
4( ;m MANHOLE FRAME + COVER •r s r¢CE P--/Z Sr. 7-¢t i Ce.vsr-.V7S frexron/
= a Z J N,� I�JI t� I 79 1 ° EA GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
W J W Le f'�l +------+----------------------------------------------+U a x > 1 I PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
11' NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
N Q SECTION A-A
yy W
li � � Z �
S
W
h- LL N
W W O
Qz Z
2 m� Q
Z - J
�: _ . 4 CONSTRUCTION NOTES:
� ��� Q r 0,ONTA .r.T.__. THE_ FOLLOW I N.G .._. AS REQU-I RED ,
3 X 3 CONST. JOINT FYN Weld -e I RDDEO -SrZEET T2e--s dZ6zA77&� wort-s, ey 617 /o//e7�
; n #3 ! 6" C.C. 4A HOURS PRIOR_. ,. TO EXCAVATION :_
7 �" Ol 4e AC OVER 4' CAB PER TYPICAL SECTION 0 cor..s��7->•,,r,�, /"C.
6-#4 N 1 5bar SOUTHERN CAL I FQRN I A GAS_ COMPANY' G.P.t/I'ArVST. CITY
_ = 3" X 3' f (SEE GENERAL NOTE 21) 2191 E. BIRCH ST. • ' `_ DESCRIPTION OF REVISION DATE APPR.
a =7 N CONST. _. _ _ - -- -- �• 4 4e PCC SIDEWALK PER STD. DWG. N0. 310 & 311 BREA, CA 92621 -
w J 0 I N T 3" leg •( 90' 1V
=f a 7 STREET NAME SIGN PER STD. DWG. NO. 402 (714) 529-2889 (714) 529-2070 fGr7T/,r�[[ ft✓Y ) FpCITY F
Zara I 10" _ �
SOUTHERN (FUTURE) ! ....:.....� C1�
I I 5 STREET LIGHT (5800 LUMEN H.P.S.V.) RANCHO C U CA M O N G A
69 31 CALIFORNIA EDISON COMPANY :
6 3' 3' 6' 2 1/2'x 2'x 1/4% 4'-0' 1351 E. FRANCIS ST.
Wtvimrea Steel Angle 6' CURB AND GUTTER PER STD. DWG. N0. 303 ONTARIO, CA 91761 /f/C//L.9N0 14111- TITLE SHEET
o z _ 6' ANCHOR DETAIL (MODIFIED PER DETAIL J) (SEE SHEET i) (714) 986-5861
SECTION B-B ® CONST. LOCAL DEPRESSION PER STD. DWG. 518 CUCAMONGA. _ . _ 00 . WATER _D I S T R I C T : . Fvru.QE X
Q f =
NOTES: (MODIFIED PER DETAIL A) (SEE SHEET i) 9641 SAN BERNARD I NO kD.
7 RANCHO CUCAMONGA, CA 91730 D FOR
= z: 1. CONCRETE SHALL BE 564-C-3000. UNDER SIDEWALK DRAIN PER STD. DWG. 507 _
® (714) 987 2591 STREET IMPROVEMENT PLANS
L _-_ _ t ? ; _. 2. TROWEL FINISH TOP SURFACE AND REPRODUCE � BE�P�t/A�PO/.UO f!✓Y(�O)
W (MODIFIED TO2 WIDTH) G_EN_ERAL. TELEPHONE COMPANY : ___ _ ___
MARKINGS OF EXISTING SIDEWALK AND CURB. A 280 S. LOCUST, P.D. BOX 2920 T T TRACT N O. 13558
3. TROWEL FINISH FLOOR OF OUTLET. 24 RCP I
CATCH BASIN NO. i (STD. DWG. 502 MODIFIED POMONA, CA 91766 h VofESS10 -
DETAIL
1 PER DETAIL H) (SEE SHEET i) (8001 422-4)32 ��0 q4F APPROVED BY DATE s /�
= a a a= UNDER SIDEWALK DRAIN TYPE C (STD. DWG. SAM MODIFIED PACIFIC HELL_ . C O M P A N Y n_ �, �� �c CITY ENGINEER - R.C E 1397
CL - , SCALE i' = 5' ® UNDER SIDEWALK DRAIN TYPE C (STD. DWG. 507 3939 CORONADO ST. -
f = `� ANAHEIM, CA 92807 ROBERT P. KING �. - -
MODIFIED PER DETAIL 1) (SEE SHEET 1) (7141 999-5639 p DESIGN - _-- _- - RECOMME wUE U
DRIVE APPROACH PER STD. DWG. 305 No.C 041341 - _
== = = - -
METROPOLITAN WATER DISTRICT : consultants Inc
C= =_ =4 =_;_ BACKFILL TRENCH W/ CONCRETE AS REQUIRED 1111 W. SUNSET BLVD. (P.O. BOX 54153) P EXPIRES G 30 D 1355 E Cooley Drive-Colton, Cal,forru., 1za SHE E 1
(714) 825-2127
•- = x PER STD. DWG. 519 LOS ANGELES, CA 90054 LOCATION MA
s CIVIL LM-SAS 1 of 3
= r IQO SreEET- TtEE P4f2 ST rRCE Ca^/S"T � 0rEs (213) 250-6432 CONTACT PERSON: ART KINODP NOT TO SCALE l9lFOf CAL DATE
CHECKED R.C.E. NO. C /34
fT=F
NE7CEON, O fa z-1OT2b- �^ 23 O t A �L DRAWING NO.
_- �/5-6.1c. EA. flmr¢�U�n SwEeT6vr►•� (/S'GAc)� 33 E .3�3o�p7
'I _ DATE FILE NO, �ZZO
i
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB \
SITE CONOITIONSDURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF UNAUTHORIZED CHANGES AND USES N N \ (D
ALL PERSONS ANO PROPERTY THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE O
LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND CAUTION: THE ENGINEER PREPARING THESE PUNS WILL NOT BE
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANOALL LIABILITY.REAL OR ALLEGED IN RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXCEPT FOR LIABILITY ARISING O
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. USES OF THESE PLANS. ALL CHANGES TO THE PIANS MUST BE IN oo �
WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE v v V V v Q
!tet DATE 5/30/I7 PLANS.
ROBERT P. KING RCE C04134 1) CD
"'.a � � SEE 5/DEWALK GQEENDELT ovC t>'M./,17r � ' Al/B'� 04L/11C �
PLANS RA1. 91/12- > _.... 0i+3rf1 0 ... svaz v M•,f
VA CORa PWAI 7o i _ uAIZcUaG FACE
i mZ
x � � �7
L=b3. 55
v v w .FL. sGR�Qf. f..L. GRIQOE: ew ortr
0 y of rc 01',3
CP ,
jpW
co
N h • O 1N w A
0 C/L 0,lv
S
1 .
.CIZ AAV 00.E %/rbswwz-Ac
I tl
N08'46 SO'E, O 6. 2 C io.do,Ae AA AR /% /oriel B.l.
F
• ( o
r 0 ..
i 4161111 C/L O.sw. k/ 2
•� V r
z ,f
�.t ortt +�
a
/O+s1.ISLsll.59 ,
F
1'4011'02�rOZF 40,
C.
s� o m3•vs ; 03.+S ,.
1 3
► //s`d 1:S'y � I
.
0 21,50
m Lm
l.
cn
t
} C/L
N p . . /
• Ii 'rte , ... ,. ... . ... . •.. ,... • .. a ,..• , •.....,....
Ln
b
F
W .. /
• 4 J
• tip o Z
IW6 co
co C14 AO 0'
1A Irs,
,-
c/c a� w=2 ' �" 7
1
O
r
CJI
v =1.
Ln
,
— sir
5
/91074 DS �.
/.�T.y�s- is • , _ >- > e > _. : .. .
C G/L !7lL� w=zy
Ln
�. ..,
G?
a ;
ma
Ln fir%
r '
a � •
r,
Ln 10
/yrs~ -4 / �C ��"1 1 M4$ ys/ low 9411.9411; 14'*5 7:1t 941C 96.9Pft/ 1,61 rlb
t�*1
/y,, 70.0 9 .72 Ey /y*70.Ot 96.68-
/f'r 7f•.7S sa m f ,
;10
/-frB9 BsBc 10.50 y46. ;� /�y.8�.-- -- ,.
'141A
A-
ve./9
yA95.Oy 96,Di �'+ /9*9SOy 9160
ECA°.
`9 td td -4 ' + I (96.35 rC 95 86FL)
7.95 _..:....._.._.._,_..... , _.._ _..... ...._.- ¢. .. ..__._.. .... _......_._.....,. __.. A _,,..____,_..,......_._.. >...._..,...._..._.. ,....,..
7.2df ISf-07.SV EVC r 1Sr07.51/ EVC .70i�V T
7n n f93.53/rL1,� ? ^ ISr.ZLX EvCdC�. a ..., ..
A
BCS / i/f 0 (1S•20 rc, 9y. /SLS Ilk15fZz.�S 9�.s ,Tow Exisr
f►R 93 / t S �Y .6 FL X-¢tsrrEw►). .
Csso6fi1�dRl19ddL'a�rr t (AS'Db
,ti
1019
� �- ��� \ 111 N �0�'pEr✓�w o� 'PT .,. a e > ,, g > e._. . ., , ,. ,
_ � I
II I
111 II
K@o
f
,
a
f
® ®® ®4 O o
LA 10 ,. ; w CA rA a I
rn O 6A
`w m
O N .> .. a _. . . ..,. _ ., ,. ♦_, .. .
a r"
^ S� R> m a 9 . 4 I— "I . . Ir. I— �--11.....1.--1.... I �"' L . --r... I .... .... .... ..
Ell01 C .. 2 7! O .......... _
–1
2 z rn
p ;a Z m g _ _.:...........
N T ` ;
7
{ ..to N
01111111
m < ;O . . . —— . :. .""..,,._ ._._ . ..._. - .. :
..
o c� :
1•r 1
r
A y f� _ _.: ......
y
On o
O Q [1 D D m O D
0
rn
n r" C) 70 O
r
Z Z m O g �� f7
c 1 z < o : _, , Z Z
Z
� M
m � N Z
I -o •-
i
m I N ti lw
D o- a n a l
iu 1 A I II •-. I � `
0 0 0 If vii i __ __ _ _ a - _ _. __ _�.� _.._ ...------------------,...__.
c IIII zI N I I �> O W l
VIII z z I IV N I in rT1 I
IIIIIII� I uF (AMMz
I 11 x
o I V Cn vl N I Z
IIIIIIlI -� D n -,
►., cncn n m I C =ONv � Vi
iI I VIII 911 ZIm I n -i I O
III' I LA W W 11 p 1 i , .,... g ..., .. ..
/� s
TI A
N O O Z �� O ♦/i O N ? O ,O 11 1 I I v v O
M0 co z + -- -- -- M -- m _ >z D E
O
O ' � M O I ul v- 1 m I
o
I m ,. I I < Ln) C z O -1 O 7C
-4z I D m 0 rn r Z z z
N tJ1 n r n c m N 11 x '� � oT i c� v
N A1 II I
Cry O rn D + -- -- -- -- -- + D o
n
n -� I
I p I
/� v Q I ul •- n c,
O N n�� n D O I n m l p •�
h � N , n,�o rn m m m It m 0m �
z m + -- -- -- -- -- + � OIn w �
to
z z
O
G, r^ as ? m
Q €
DRAWING NO. -
( CONTROL NO. /IS .tlb -
OVERLAY NO. I1 21f8
B, DATE BY DATE Y DATE
B _
Release Date
3!30/87 ------ 3
-
.c « ys•az'� L - *2 0wry seF10 E.
/81
� BENCH MARK: NO 140
ROUND HEAD NAIL ON BRIDGE WALKWAY
,
8 21 B7 x h f 6.5 WEST OF EAST END OF BRIDGE OVER
• tiDAY FLOOD CONTROL CHANNEL, SOUTH SIDE
EXtSTf10 t3Rt1Ji:N6 f:Rf I f
I l OF HIGHLAND AVENUE.
,.
F
-/-/I//a/,*� o ELEV. = 1485.617
,
Pt✓I- e.Y
0. 11111milpI1111111 I. F
r4 w
iz 88 v
/� O FINIS- e
i
I '_L*1 .� ..o .r _YPF 6Iv�„ ....._,_,..__._ F C _ t� V o
T 4vas 76572 a c LEFT
:
'r. I `♦
` q � oM nom
, > ;
o�
w N ►�
p3 o IS
w �XIkSTI�►G GROUND 3 -C/ M GRR TC LE Y r
<
v * w T - �---� t n
-
V #
i
c � �Fj
> F _
<
tu
m dE
4k
1113
3d V
I �.. --, _,� �• _ f PVT' 8 P�'T= 80.2 S 0, �Y� r
! v t b {
�
W T
VARY �CuEtA Hl�1s,v R1_
t <
4w 69,
o tXI$TIKG .ItROOND...;I .rV,
_ � � F � D h W t� � � � M M '✓If1 � � I: � `MSD p L n E
I M _ M v �►
w • F NIS GRgPF C✓L
I R� � E FINISMfiRA > � `A s br°. `� t` �°o .' �o ".° ►` r � ,&Ok �
• �, f: l E
ff1 I S'T Its SIRft40 4 4/W # _ _
-
K j ft Vi 3 ♦ OQ! fMi�• f� 1!1 t
S1
t�
V a
PVr
a 15 1 F IIr'I x
tee {
80.61 n rf'Yl �{ SN E3Ff a s. !
IN { t�£
<
� C L `
v ga
M m -i, a�
>x { a a q r 6
, ,
,
y ? 1 V F J
M M_
_.._._ _.__._ G _ �
NI
J e
<
1�jQ
i J 41 :R*
ill C) �C a, v, ` v
IC `
RI bs [> S.T.88
a o i RIG
fti k "� ti� o v �I i+�cI$"TItiG io(N a �/L } 1 4
71
_woz
i
oc O h tp o, ; ` co •. rr ; PVT 4a f
H
rA
y C
o o
5 NIS RDF T RIG V
HT
F •
i 1� •---_ •� - ASH ' '
F9Rt7F� SCALE:
,
- �+'AtN• '� YC �IGtl7' � '� �' i
b
2.22 =- c�
\ _
�c °
RT 4
VE . '�„
_ x
i 1 �` I S`T TNG BA[T(]AII .0 2 1
10 11 12 13 14 15 16 17 18 19 0
34
�ti EXISTI
NG
•
(EXISTING) 30� � v �q.s' �.o' 3.s' )
SIERRA CREST �-, `���a o ; ROCHESTER
a
VIEW LOOP � 3 AVENUE
C% ,� SEF
SEE BACKBONE STREET PLANS �,{ 1 � � BACKBONE STREET PUNS
iS i5 i5 P.M. 9192 15 r o *� 47 tis •� �'
34
4 34 34
11,- " 34 w 48 _ c ; �s>+l ANO I
h
N /r' .6 1 QA I 1 I I
"Allz 26 25 " " b 3 49 �� �'� >> ih ,� •sreiEPISEMENT
� O W W �, 28 , ,• 27 3 24 3 3 23 22 3 21 20 ` 3 _v 50 ^ l >;v - s.yg•
I
= f_m= , � m h3 0 h 3 19 - N -
' l� J + �` wi C A O ri O r 4 ^ ♦
JJ
N N ^ " + + tv v o 0 3 h ? 11 701 s6
Z 5og05
� �/ \` v v N 4 •`` f� x v I.
` 52 •ouC 7
d W a a S6.S0 a I I w 3 1y f S 73.44 T
-K lN U_ p -__- =_ . . .. 59.00 58.50 3y* o� �' III w e 20 ^ 41' ?y'1 ' " 7 .81 ri
S S 57.SO 8.50 ?? v 'S• b ^�
W = _~W O 3.0 �' • - - - 1 18.96 L=38 ��� / �1c� p e 9 h �Ir�' h• I
5
57.5 �.
� � io� �\ �' ,�,, � . . _. .,. : , •• - + =56. 07 '�'� 1,C8�'0 a0. 3 A e v RCP, S3
. 11 � �
Z Z =� O a , ' - L , - L=43 ,,� \.� 203 5.20 �8 2 , �,' L-yy.K2 w=�
�m O 9� ' - 11 o �, �E • 1n L=�T CV°' f�� t. 5 - r �� -1&�3
= a z o �1N eZ 366.46 12 h �,� ,�" l,t l I gcQ T d= - _• 13' �I I I
U �. �¢ E 87. 66rc �,N08.4b'S0•E �� N81 .13 ' 10"W 13 1� 14 h o 3y 14 0 ' 01 '•5 , \ ?I r
�� � 4 200 � � - � fr3' 'S 9 � � , 3 L•= 37 . � r o -
G ;d 5N 5� c�" , 22.00 ' 4 'h 1 ��� �go.3g �L z ` '` 9Q 9.5R - C 14 5' % 3
W w << ��. f1• 3 "t ►i` - _ 9,89 4 ) Ls3 • •_ a 1! \IS U
N Z _N 154 12 fy - 41 201 � 1 1$ 1T 55 02 `•
OC W o z m g i z1►,r rL. 0° P� - - .� - ^ w
O g N �' `'� 4 . 1 1 :.-: - - .. �y i I p ?4 '1 40 34
. _, _ 65
_ = z a ,s�e✓� 1� b 58. 31 58. 31 58. ' r _ T ; �6 j �Y9 'i _ v'
.,1 ,, G c � 6
� � o0� c 2 / ,r 8. �1 _ 1'' 89 / 16 rl' 02 v
Fn 0 N'1 J• � � ,• F L=53- 66.i 9 � O ^ �h 55• �
yr I O \ /
t O Fm < AI \�', o h r r h 3 a 3 3 N I 3s r S, 63 �9 4 G1 t o yam,. • „ �p 3 :a
F- o o Z,� P I! M n x 3 0 3 v 7 e C,�; <` ; st 7 2 66 5.0b .� 3 v3 43
q-$A e,�� �� � 0 3 , ^ 3 c o ; cc o F� tf.1� 5 4 3 42 � � � 3
3 �' ,�`a Q as?." �� 31 32 33 34 " ` 35 a , m ,�:y� �1
Fr 81 * b I`1 D . IS+ v� tit �� .96 L .4b.b8 41 d + \ 3-7-$0l
.. �.- � 36 �� . , � 3 �. � � �4DDED ST,FffTTXfES ,v�.v/BB
{ ° �, 37�oa ,t ` �4. 7u L o CITY
,, 30 v + ° e ��'' N�/ �y, ( �' 40 "` a.u DESCRIPTION OF REVISION DATE
oomQ = 29 ` ° CONSTRUCTION NOTES: ' ° �a� ti`'� /If- ���"` -'0 39 '� N - 34 APPR.
mWo= lc
t
C1 v V u \ v 34 �! GQ w / i. "// v 38 v v .34 ..
C
tfi91, CITY OF RANCHO CUCAMONGA
49 AC OVER 4' CAB PER TYPICAL SECTION 0 Q v . '' v 15
�o=J
J=>O¢ - -.
W w 3 (SEE GENERAL NOTE 21) �gA`� E� y�Q� 3
fA 7 p`J34
_¢¢ W 4 4• PCC SIDEWALK PER STD. DWG. NO. 310 is 31! OV �yh �� �M �, * p 34 PLAN AND PROFILE
N =W> t
7 STREET NAME SIGN PER STD. DWG. NO. 402 ;`3a J\�� n
_UF?H CURVE. DATA FOR
o=` f. 40 0 40 80
STREET LIGHT (5800 LUMEN H.P.S.V.) 15 +----+-
W --------- --------------------------------
;K MT. GlFlN1lI�ON COURT
" 5 1 40 6 CURB AND GUTTER PER STD. DWG. NO. 303 a
o `¢ _ 14 E NO. I RADIUS I DELTA I LENGTH I TANGENT I
� �oN $Cole feet (MODIFIED PER DETAIL J) (SEE SHEET 1) TRACT NO. 13558
E- O�= fW
__ ® CONST. LOCAL DEPRESSION PER STD. DWG. 518 3
s, (MODIFIED~ ( ) ( ) MT. GU N N ISDN COURT a QWIJFESSIO 1 1 60.00 I 38.44'22• I 40.57 t 21.09 1
N==w= MODIFIED PER DETAIL A SEE SHEET i •f Nq 1 2 1 40.00 1 2S7.28'44• , 1 179.75 I� � 3O - ! APPROVED BY DATE
W C,y= : UNDER sIDE'WI DRAIN PER STD. DW6. 107 " �� �',y I 12 I 40.00 I 235.56'39• 1 164.72 1 i
W W =i,W 34 h I 13 1 60.00 1 55.56'39. 1 58.58 1 31.87 I CITY ENGINEER R.C.E. 72397
o T a i o 9 U CM001F1£D TO 2' W/DTlD
_ 24" RCP ROBERT P. KIN 1200 1 818.00 / 10.17'3b• 1 146.96 1 73.68 1
9IENTEFtL I RAE �U 2,_�/E DA�Q DESIGN _- R�C�OMM DED
=o`==if.� V Q
CATCH BASIN NO. i (STD. DWG. 502 MODIFIED srR£fT TtFE (AMER IC�IN swEE? �uM) -/S Gr►t . E 1 E . E ,
_ =W ____ ___ 1 No. C .201 782.00 E 9 32'43 E 130.28 E 65.29 ____ a == 06-S. -
------- ----------- - ---------
W¢=d w " - - ----- PER DETAIL H SEE SHEET i PSR T �E CONST_ ,va7-Es <syr. i ; ; ; ; - - - - -_ -
oh=do� ) ( ) R- 202 168.00 29 36'27 86.61 44.40 i RJS == = consultants, Inc. CC f✓ i erl
W¢¢30= w 1 N0. 1 RADIUS 1 DELTA I LENGTH 1 TANGENT 1 UNDER SIDEWALK DRAIN TYPE C (STD. DWG. SW EXPIRES G/3o 9/ 1203 1 132.00 I 25.29'29• 1 58.73 1 29.86 1 DRAWN 1355 E. Cooley Drive-Colton. California 02324 SNEE1
� o =
t----t---------t------------t---------t---------t (714) 825-2127
LTI
17-1
s o:3 e g 1 65 I 800.00 I 10.48 '51• 1 150.99 1 75.72 1
,=3
11.0 MODIFIED PER DETAIL I) (SEE SHEET i) f CIVIL 3 OF 3
J i00000 ,
1 bb 1 150.00 1 29.36'27• t 77.51 i 39.64 1 DRIVE APPROACH PER STD. DWG. 305 '�l �
` � E 1 FOf CAO CHECKED R.C.E. NO.� DRAWING NO.
o ---- -------•- ------------ --------- ---------
amBACKFILL TRENCH W/ CONCRETE AS REQUIRED
CIO ti _ e/f7 FILE NO. �jZO
PER STD. DWG. 519 DATE