HomeMy WebLinkAbout1112 6" XONSTRUCTION NOTES & QUANTITY ESTIMATE
TC £LEY BENCH MARK NO. 79
GENERAL NOTES. " ,,cum LIIVf
��
/12"R St 0 DESCRIPTION CIU A NTI TY UNIT _ Cftefed "0 "on hast end of retoininq we//, in front of
/024/ Wilson Awnue, wrest of Hoven Avenue.
1. All work shall be done in accordance with these plans, the City of b -I r4 BATTER /a---REMOVE EXIST/NG CURL AND GUTTER. 392 S.F.
Rancho Cucamonga Standards and the Standard Specifications for Public Y�1PEMov� EX/ST/NG ROCK WALL. /53 L.f. ELEVATION = 1799.492
Works Construction - current edition. Contractor shall be familiar : :E :� J NSTRI/CT B"CURB 9 P4"GUTTER per o y of Abne'ho
with and shall be responsible for adherance to these Standards and N e n►o Std. 303. 9 L•F
Specifications. � • , NT �
e s 4a-CONSTRUCT SPANDREL 4 BUTTER per Cdy M Abneft C SW JOa /,924 S.F
lii��2. All pipelines or substructures of any kind, telephone or power poles, :F 5 cros ycr OR/V£ APPROACH per C#y of Rancho Cucamonga Sfd 305. /60 S.F.
water meters, valves, fire hydrants, etc. shown or not shown an these ► k 66 cows RUCT SIDEWALK AND RAMP pry City of Atmeho Caconrongv SIV Jb. 5,627 S.F.
plans within the right-of-way limits or in adjacent areas where _� 2� 7a--CONSTRUCT UAVER SIDEWALK DRAIN per City of Rancho
improvement work is to be done shall be removed, relocated or protected • : ♦ b m Cucomo/W Std. 507. I EA•
in place as required at no cost to the City of Rancho Cucamonga. (D-CONSTRUCT 4 "A.C. PAVEMENT owp 4" CAA 5,7/9 S.F.
3. Any contractor performing work on this project shall familiarize him- ¢1/Zir�ir►-/4" �-CONSTRUCT VAR/ABLE THICKNESS A.C. OV£RLAr (O./O' Min/mVrr/. 4,699 S.f.
self with the site and shall be solely responsible for any damage to aSAWCUT TO NEAT -CLEAN EDGE. 404 L•F AIILLSVE
existing facilities resulting directly or indirectly from his opera- // CONSTRUCT 9" A.C. DIKE per City of RoncAo G C0n7O go SM. J/J. 36/ L•F
tions, whether or not such facilities are shown on these plans. /� (2)-CO/VSTRJCT MODIFIED VARIABLE A.C. DIKE per City of Reneft /M� Sr AW5007rl MOW
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering DETAIL I Cucamonga Std. 3/3, and Detail 2. 43 L.F
/3 INSTALL (2I TYPE L' MARKER IND (/J W-9/ MARKER per C/ty W
Department prior to any encroachment or construction within City of
Rancho Cucamonga easement or right-of-way. VAR/ABLE CURB B "' MIN. - /B"MAX of Rancho Cucamonga Std. 406. / EA
A40 SCALE 14REMOVE EX/STING W�9PE FENCE. /33 L.f
5. All grade stakes shall be set by the Contractor or Engineer. Paving /5 RELDCATF EX/ST/AV POWER POLE. ( Sy OfAws) I EA.
stakes shall be set at all hinge points, edge of pavement points 2 EA.
within 0.01 foot of sub-grade elevation and at not more than 50 foot %6 RELOCATE EX/STING MAIL SOX. f
intervals. Additional paving stakes may be required by City Engineer /7 REMOVE EX/STING TREE 2 EA. ' k
MORIN
as needed at warped or vertical curve areas. /9 £CONSTRUCT EX/STING DRIVEWAY 3 EA. t
q�_coivsmucr MOD/F/ED CURB -B 24"GUTT£R,oer City of RoncAo ,M
6. All sewer, water, electric, gas, phone or other utility laterals, YAR/fS 3-I/2`M 5-Imo CucamoMv Std 503, and Detail 3. . YB L.F mains, or crossings shall be constructed prior to paving. " � wttSGM 'NrtNIVE
VARf£S J-t/2 1D 5-////16 VAR/£S *_CnNsmucr HAND/CAP RAMP per City of Rancho Cucomeme Std. J/O. 3 EA.
7. Compaction testa of, embankment construction, trench badkf ill, com: in 21/2" 2/ CONsmucT 3"A.C. PAVEMENT-OVER 3" C.A.B. M, 64/ S.F.
parting original ground and all sub-grades shall be performed at no 2 REMOVE POWER AGILE. ( By. OMets/ 2 EA. WC/1V/TY MAP
cost to the City of Rancho Cucamonga. A written report with these3 c UNtav S7RUC7 MOD/F/ED VARIABLE CURB Ger City of RoneC"mongo BO L.Fcompaction tests shall be submitted to the City Engineer for approval 2-Std. onr� De1. M7 SCALE
24 PLACEE 4 P. V.C.C. p/PC per City of Ranr/�o Cucomongly S/bnobrd. 373 L.F.
s
prior to the placement of base materials and/or surfacing. N t 25
---PLACE BROOKS Ab. 5,6 DRAIN BOX. /O EA.
S. At the completion of paving, a material: report shall be submitted to R=I l_1 26 CONSTRUCT DRIVE APPROACH per City of Rancho Cucamonga Std. .305. 165 S.F.
the City Engineer. Lising all tests or determinations completed to Q 27 CONSTRUCT CURB CUT-OFF WALL per Detail 4. 2 PLACES
•
verify stability oil content and Gradation of asphalt Pavin
9 2B IVOT USED.
9. Prior to installation of any paving, a materials report shall be SECT/ON END CUTOFF 29 PLACE STREET LK,HT, 3,900 Llli/ENS, per City ofi4b»cho Cucamongd(By Olhers) J' EA. 4
the Cit Engineer.. Listin all tests or determinations 30 ONSTRUCT BARRICADE per City of Rancho Cucamonga Sid. 404. / EA.
submitted to y g g
completed to verify: R-Value, Sieve analysis and sand equivalent of 3/ CONSTRUCT TEMPORARY PAVEMENT per City of Rancho Cucamongo Sid. 405. 379 S.F.
aggregate base. a-NOT USED.
DE"TA/L 2 - -
10. Paving shall be performer! in accordance with R Talue and Pavement tes:s �3 -CONSTRUCT /2"CURB 9 24 "GUTTER per City of Roneft Cucamonga Std. 303. 257 L F.
taken to determine structural sections (prior to final plan approval)
VAR/ABLE D/KE B~ TD �Z ~ &--COIVSTRUCT VARIABLE CURB FACE per Profile Elevation and City of
NO $CAL£ Rancho Cucamonga SM. 303. 43 L.F.
11. When improvements are to be placed on native soil whit-n consists of a 35 colvsrRUCT SPECIAL SPL ASN CURB per City of Rancho Cucomarga Std. 315. 14 L.F
rocky material, the sub-grade shall be prepared by removing all rocks 36 CONSTRUCT WALL , 2M/N/MUM HEIGHT ABOVE TAA OF CURB per Detw5. 36 LF.
which protrude above the sub-grade and all voids or depressions shall lk
be filled with a fine grade material of a quality better than the natio^
material. �-
12. 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 recommended rate for the full pavement //4 P
T. ER fT SLOPf
width prior to paving. "
G£LEY. 6 CURS LAW
a
13. Estimate of quantities is provided by the Engineer only for the con- //2" /2«R w
venience of the developer, the contractor shall make his own deter- _.,♦ WWAaLE CURB FACE TO 9"
mination of construction quantities before submitting a bid. Any STREET TREES1 .
/' 4 //4"L/P TOP OF
item of work required by these plans which is not specifically listed s BATTER PAVEMENT 1CRM05A AVENUE 7 Some! Ar es / P/ohms AeeHtb/iohl
in the estimate of quantities shall be considered as included in the /f2rR 19ANTRY LANE /4 Street !roes ( Logerstromio InOico Bled
1 V
other items of work. _ -s "R BANTRY COURT - B Street trees ( Logerstromid Indica 'Red').
).
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 ~ _ -
shall be constructed at each intersection, IL
to '
15JI City approval of plans does not relieve the developer from responsibility
•
for the correction of error and omission discovered during construction. L7-112'�- 25"
Upon request the required plan revisions shall be promptly submitted to
the City Engineer for approval.
16. Work site and exterior streets shall be in a neat, clean, hazard free, DETP'IIL
orderly state, throughout construction. Site shall be cleaned upon
request of the inspector. VAR/ABLE CURB AND GUTTER
Contact all Utility Companies as required, 48 hours prior to excavation. AO SCALE
Yroviaea Lor your convenience are trie :oilowine:
A. San Gabriel Valley Municipal Water District '
Mr. Bob Stallings (213) 969-2718
for Base Line Road construction CURB B GUTTER
B. General Telephone (800) 422-4132 FINISHED GRAAE of sTREET
for underground service ^° A
i
C. Southern California Gas Company (714) 529-2889 ` ► ; �'" 'p "
1191 E. Birch Street (714) 529-7070
Brea, CA 92621
t�ir. c»nf. Concrete c�
D. Cucamonga County Water District (714) 987-2591 /Bond boom raphe
9641 San Bernardino Road _ e
Rancho Cucamonga, CA 91730 • '
NOTES
E. Metropolitan Water District (714) 593-7474 *4(2b P4 ate.
P.O.
Box 54153 A /. CuTOfF WALL SMALL Ala « M E �
Loa Angeles, CA 90054 5'-O CONSTRUCTED OF CLASS a /2« � o At
CONCRETE. tV t .
F. Pacific Telephone Company (714) 999-5639 2. CUTOFF WALL SMALL AE MrSMLLED '
EL£VAT/ON
WHERE REOu/RED BY DRAINAGE ' O. f
COND/T/ONS. \ \ / N
'�-- -CURB i�lll'/o1?1E Curb fore !�: � / /7 O
•: . _
�Su4fAC/ll►6 ° .. ..: % N MARK DESCRIPTION INITIAL(SEDATE IN APPROVED
' •:
tont.-��
• /2„
CITY OF RANCHO CUCAMONGA
DETA/L 4
IR DETA/L 5 TITLE SHEET
e CURB CUT OFF WALL
-SEC TIM A-A NO SCALE WALL CROSS-SECTION STREET IMPROVEMENT PLANS
NO SCALE
TRACT N0. 12911
EST/MATE" OF EARTHWORK QUANTITIES
EPECIAL-NOTE FROM PRIVATE ENGINEER TU CONTRACTUR PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CUT 12, 641 CY
- CON-rRACTOR SHALL VERIFY ALL
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONDITIONS AND DIMENS10NS SUBSIDENCE �9/,/DAX 0.2OI/27 67'5 CY CITY ENGINEER �cE 22397
Q�p>;ESS10ygl
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- SHRINKAGE /2,64/X 0./5 1896 Cr �p P 8 e DESIGN ROBERT A. B£BENSEE , R.C.E. WPa fflr"el+�
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 � � FB c 2195 North Euclid Avenue-Suite 214 �s• e•r
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 TOTAL /2,64/ CY 2,57/ CY y � �� ? R'/~ P.O.Boot 596
No 22877 u' v Upland,California 91785-0596
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO OF WORK. EXPbRT /0,070CY oN �*► DRAWN SHEET
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES �y M ( 714) 946-1122
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NOT SHOWN ON THESE PLANS , AND IS. RESPONSIBLE FOR THE PROTECTION civ%v � RPS _ I � 3
HE OLE NEGLIGENCE OF AND ANY DAMAGE TO THESE LINOS OR STRUCTURES . �r4lE �.\E��� CHECKED Robert A Beben� 110E ��
PROJECT , EXCEPTING FOR LIABILITY ARISING FROM T S , OF CA Exp 12-31-e9 DRWG. No.
OF THE OWNER OR THE ENGINEER.
C/TY DATE r-Z4-87 FILE No.
• f 1
i
f
4�
BENCH MARK -ANO. 79
11� ai&*Of "p "on wit end of lrfoiWW *V#, hy front of
/024/ Wilson Awiw,,mrsf of hbvrn Aenue.
4` ELEVATION = 1799 .492
1 ,
r
1
}
,
,
;
i
1
1 TIG 7G
{
! 1
1
> 1
i
a ,
t ..! �
• /
•
+ i 1 _
, l
,
;
j{ 1� 411'44
1 ti 1 • J �. _ _ .- j i , f 4 4 � 1 i #
t _
tj 1 ;
211
' ff
E 1
♦ a , i
1 1 �
: 4 -
+ , # 1fJ T ,
l*S7tW.E&E: 0A PAV6 f*r r}d' 1 t i NIES1' w: _ -
i f�Of i
+ • •. _
+
,
f
' f
rfew s
,
1799 4
V4
1 , 1Jj '
,
{
1
1 i ! 1 i 7- i
1
i i •
r :
1
{ r t
i
• i
2
,
t
+ . 3 i
l 1 i i # 1 - -- - i i
_. _ _ -__ t } --� ♦ i i l ' -J i } ' ' 1 t 1 1 _.._ _ _ _.__ _ ` 1 1 ' J :+ i ± �•} , ; J t , •.f
Ijr
-
f 1 S i 1 3
1
r � f
1 111 _
:
ve
: 001
J At
- - -
- - - ,
r
i
�/�yr1� , 1 J
: f. V9 ; - �. 4 'nk -
1 # i i i 1 : 2 j l ; 1 1 i ; 1 ; ►� N ! ;
, fXSSTISVG' ,� ; , - � - � ; t , t S 2 a ,6 � � i •J C. � ' � +
fie�'05� -
1 1
:
} j
•
,
/
T we 04
+ i
1
i - i
$ - -
t
2 i
h ;
_ -
1 r ' + • 1 2 /2 �2 ,� � T�4 * r61 P �T 6•
+
f ,
,
1 1 1 1 i ; �E l�'U 22' 70 ,
,
? ? J t - ICY --
,
;
_ -
-: �X,/STfJNG GRAD ,3 Eery °' _ Q J J 2 $ 4 4;
' _ + � � •� Ij
\ 111 � � , , � U
' K
m ,
Q 3 ,. t t
+
1 6 : S i
:
111 ( - � � 4
- ? i i t i i z i : i i w fig, -
i !
fi + - • ' ' f
2 I l i } ' I V 1 ;
x i 1 , -
{{
i 1
• ,
+
+ t
' , i 1 i • } , iV
iiit : 000
4' 4S 1 i , }SCAL ES
i i 4 1 } i - i FL TA1V " 1 ' Q - t - -- - - - - SCALES
}}
I z , 1 1 1 6.66"�b m HORIZONTAL / - 40 1 { - - - - _ -- = - - - - "
b 1 _T
-- - - 11 i i i o� 1 1 1 HORIZONTAL r / = 40
i ! : } 1 t a i t 1 1 i S o VERT/C L • /" 4' _ _ - - , S -- - - -
_. n o._g _ VER77CAL f / 4
. r a
2 3 & 4 5 6 5 B1NR=��-� 3
. mak �
W
a
12
Q (�� eN ~ � � �`�' h'6 �'r` ° ►�. � $ � `' qri 8 �°;\ e a � SCALE ! "= 40 �) ov
� uQQ •t ht
0 t� _ � � ha hmh� � h � � y � � Z-1m / Qt� � � o �g toy wa ,, � 6 h SCALE I = 40
�= a - WEST � u R/W _ Z e m Z fl
-- mho h hwW er hW$
h W I i s V*.A7' RiW ,� 2
3 7 y 40 4 Z . . -,- . p
HER/GIOSA 23 9 B 4 /6 2 /0 1 B 9 P /7-w- T 6 /16 /4) " B I 7 Ie- 9♦ /2 /3 - w a N !tib�o�� 9 J7".C 'VC t P/PfS
lVOO`3B 00 E - __
£NUE "
b '� � 43 6 /7.B41'C.
`� •g � '' X06'38 46'
IA.-
J
T -�- � \ 45. IV I156.38 ! ^� - - `~+ T o 4V C .46'
: � -
�'� 3 Q /7.92 T.C.
- __
-1I Ips - -� ••. . .. � ___ (_ _ -- -- I n...4.a�_--- - t\ _ " t1 `0 f� �.v
i
NJ
J.B/T.C. CURB CURVE DAM
-- _ � _ _ ? { �j I 2 PIPES d=Yo7'15,58.,
Sto. 0+48.4/ E.C.R. 0/.92 f S. /4/.69' EAST ✓ `� m 4 d` 1 ? ' '' #j� FV �� k� O' R=39.00
CONSTRUCT/ON IIbTES -- I R1W „szo' ,, �, ,� ,e i A) 'Qey ' . A,A�s 1 j� Q��� ,� h 1780r,C' L= /37.46'
H :'I 25 3 P/PES N , Vim`
MATCH L/NE SEE SHEET 3 e \� \ �}• 35 Js �� /7,/3 FL.
/�---REML71E EX/ST/NG CURB AND GUT TER. Ct�B CURVE DATA x f 5 ttNG ( e I ( , a� �• •�O r ��B ct~ •�o- 2�S
t I i d:8o°3/ PP" A� 5 1. ( = f� O DATA
11 1 Id. �,. (:� 44=/3°3036..
o�
REMOVE EXISTING ROCK wAL L. /» 1t :1 A= 27.00; �- l + t /O �" 1 ' �0' 0 R-ao 00' �y 05 r
J�-CONSTRUCT B CURB B 24 GUTTER o �� •� L=42.66 c 5
per City of RonCA1D s=27.P3• NATE OR:4/har;� ,� /3' PRIVATE EAsewsr \� (' W eti L s t4./6 6 °h NOTE
Cucomonge Ste 303. �� 4/ �) i: EASEMENT 2/ !� T- /2. /4 ° INSTALL 8 LAGERSTROEMA 1*,01CA 'RED'
44 COWSTRUCT SPANDREL B GUTTER per Cily of Rancho Caromo ga Std. 309,K=L=12'.
55 cowSTRUCT DR/VE APPROACH per City of Rancho Cucomongo Sid. 305. t� M o�.E- STREET TREES PER LANDSCAPING PLAN.
6�CONSTRUCT S/DEWAL K per city of AbncAb Cu�omovq Std. 3/O. 'I 'I NOTE
s OVERHEAD UTIL/TIES ON HERAOSA AVENUE //. Ie s' 4f Z �1 e
CONSTRUCT UNDER SIDEWALK ORAHV per City of Rancho G• BETWEEN STA. 2*/O f TO STA. B*302 NORTH k, 46ANTRY ?0uRr
CuromonlDo Std. 507. ,�6;�b4F�' . INSTALL 7 PL ATANUS ACER/fOL/A STREET OF WIL SON AVENUE TO BE PLACED UNDER- �, t b�` ��
8 CONsrRucr 4"A.C. PAVEMENT OVER 4"C.A.B. »y° v TREES PER LANDSCAPING PLAN. 13 '�► �N ciME
o GROUND BY THE DEVELOPER. Z
0��CON57RUCr VAR/ABLE THICKNESS A.C. OVERLAY! (0./O' Minimgm) t� b .�. CURVE DATA
r ` V �' a-t7 0/3 6B~
&sAwcur TO NEAT-CLEAN EDGE. R=/BO.dID'
/2 ONSTRUCT MOD/F/ED VAR/ABLE A.C. D/KE per Cily of Rancho h `. T:43.66' MARK DESCRIPTION evtT DATE, INITIAL GATE
Cucamonga S/d. 3/3 ,and Gltfai/ 2. � �
REVISED APPROVED
0-INsrALL (2) TYPE L ' MARKER AND (/) W-9/ MARKER per City
of RoncAo Cucornongio Std. 406. •
CITY OF RANCHO CUCAMONGA
&AEMOVE WIRE FENCE.
PLAN AND PROFILE
I6 £LOCATE MAIL SOX.
f �' HERNOSA AVENUE
/o / s a' b' /s tt FROM STA. 3*46.0/ TO STA. 6*39.03
/7 REMOVE EX/ST/NG TRE£, t0 J, Q�• 4� 75� � � 4 , 5.
/B £CONSTRUCT EX/ST/NG DRIVEWAY. _ ,t ped- VAR/E D t sope s J / s B�4NTRY COURT
/9 CONSTRUCT MOD/F/ED CURB a 2* GUTTER per Cily of Roncho _ _ /5� _ //4 ^► �. ,,� n ab a „ti. FROM STA. Of 00.00 TO STA. 1#43.10
'
C"monga Std, 303, and Debi/ J. _T - ir�� •'j h
---
L� /\\V// y--
__ � .. W .> , r a �•� W TRACT 129//
IF
/ APPROVED 8Y DATE
2/ CONSTRUCT 3" A.C. PAVEMENT OVER 3"C.A.B. _
• "R-REMOVE" POWER POLE. ( By Others.) CONSTRUCT/ON NOTES Continued
Q�oMSIO CITY MInEER RCE. 22397
3o---CONSTRUCT MODIFIED VAR/ABLE CURB per City of Rancho Cucomonpo Std. 30/ one Debi/ I. TYPICAL SECTION �� P• eF ��, DESIGN R c MEN o
TYPICAL SECTION ,��� �'� 6�, ROBERT A. BE6ENSEE , R.C.E. Ig• D-t-r
24
PLACE 4 " P. V.C. PIPE per City o/ Rarscno Cucoman�v Standard. @,-CONSTRUCT /2"CURB 8 24 ffGUTTER per Lily of Rancho Cucan►oa9a Std. 303. N.T. S. �, �u N R.J.H. M �Eudid Avenue-Suite 214 ,
25 PLACE BROOKS No 36 DRAIN BOX. -CGWSTRUCT VAR/ABLE CURB FACE per Profi/e E/evetian and Citr of HERMOS�4 .4 VENUE N• r S w o Na 22877 P�eoi� I
66 -CONSTRUCT DRIVE APPROACH per City of Abncho Cho SM. 303. Rancho Cucamonga Std. 303. GANTRY C�(/RT � �y �., oRA N 9 785-0596 SET
T./. = 6.0 R=T4 (714)945-1122
&_ZOWSTRucr CURB CUT-OFF WALL per Defbl/ 4. @;::�_i=ONS`ra 'T SPECIAL SPLASH CURB per City of RancAo Cucamonga Sts 3/3. Jr /. = 5.0 R=68 sj C��1�- �� R. P, B. ,Q.
-CONS WALL , 2 M/N/MUM HEIGHT ABOVE TOP OF CURB per Detail 5. E �4 Q` Q'--�- ' -' R+'E.22877
@y-aACE STREET LK,HT, 3, LOMENS,per rily of RbnNfo C�'omar►go SM. (By Ofl►rrt).
3 OLOPIANE EX/3T /VMT. (M/1/NT/I/N /yi�y ./o Pv/ `tT) l OF CAS O CHECKED Roam a ee Exp. 12-31-89 DRwG.7/1
1 C/TY � _t/Z�/a-r � Na z
Pr _/609.75 VC L=24 37 =24.3
L=42.4/ 4i VC V.C. pt' ,�� �� \01�
Pl.=/B//. PI._, /,4/ k E6` N ,p h e 3 BENCH MARK NO. 79
4/4 4 /,/ /4 O G• Li fI,G• I` 1p1 � � ' �� M � m J � 00 O
L Z21.1 '
L =2/.33 v m (�r 0 � W 5 y~� l � / • � �; �c� l v ChiSCk+d
V 1 p ._J �� \ b � \� �, N N
4i Z �� Q on e051 end of rlslbininv tl�//, rn front of
4i o 1024/ Wilson Atww,, Pest of /trnn A+�emue.
P1. _/610 93 P.I. _ /603.53 PROPOSED TAP OF CURB /B' N./f � � lt ,� Ch,• : 1799 .492 EL
• E� '' � ,z` � , � --- - ,� a � � `° $ �\ £X/ST/NG GRADE 30 /K/€ STREET EV .
,� ON 199 492
£X/STItiG GRADE 30'N. 4 i A ~ 0 ti ►. I. 8
h
• V tr V �. � a _ -_-.- V �i t. � � 0 h � b b R s _ _
v
Q
6' ti G EG
CPR
�n R r 1.96 L = /6.26' L= N.SO'
Zt
14 t
RE
�� 6�Li v FBVISH DE 1 f _ _
GRA � ;
a .e�
. t
� h
= < Z1t
f8 _ W K ,
! O b y�
R P140R7S$� F/N y 1 a 1 i
S�4FACE AT h H O 'Its �Z a + qt 'a ` - - - -
` : , t
1804 00 r30.dT EXS"1NG' GIi�DE' �4P £T t ,
:
� Y EX/ Nt3 AGF T � ` � a h / � y j/8 }
Z ;
• �' Mid ! : c p t i -
f�, t
: O
STR
O
} h * _
4 41
.m
, , . :
,
h i
t
0 N +r
o c v 2 {
,
8 ; - /ST/MG 6RA0£ s/ -
R
1808 4 ; ` .+--��3 h b Q,-97.
P x I m �; O O �E, $ q ; i }
O C
p
a 1 g _ -
ti * �r
�f�5 •
O PROPOSED TOP OF
t BERM /0'$./f h �' ���►• O
1804 Q
I e
t I t - -- - _
8 a o 4 1 Rt9l�4
C3 t
_ : m #
( ?.629'°! • .i �0 }
7 i
:
; I t
_ _ - --
42 i
a - - -
� �
, a
i,
. :
r
' a
, :
1
Pr. $ rP T,iJ f.R�tO ; i
.� f643.� �►• 6•
�.
,
. 1
aPolo
t + , : ( '� ,J `O Q �• h it ;.pow
♦ , , O �V
:
tJ'TU �! b
# t } I int a 2'1g a r _ - - -- - -
• \ R t H 614AG�f - - l _
,
/2
y -
_-. EX/ST/NG GRADE .fit? S./ -
-r �IjBf}3 € R
. 8 S./ STR£ _ _
7.
i
,
,
:
dL►f
f
1 `
S.
1
• 2
1 -
:
tt
I
,
{
i
• - - -
•
,
7 +
,
,
r , , 1 1 S : -
,
} ,
SCALES : « : )
i t
:
1 , MOR/ZONTAL • / 40 - -_ _ -- --- - -- -- -- -
i ,
,
,
. r
a IiERT/CAL /N �, } t } - - - - - - - - -
• tt
O 2 3 4 S 6 ;
Z's <
33 /5 2 q 7.3 EOVESTR/AN Eo LL ANp CA.01*6 EASE�IIENT ; "RED'� NOTF
INSTAL L /4 L A6ER.S 7POEM/A /ND/CA RED
STREET TREES PER LANDSCAPING PLAN.
v on
141 '
♦ � r 1
J tsd'Fu7zpr R/w
I I II I I i � � ,
W I I I I /i; , m a 30 ' 50'
/I.OP tC. I ' I I I N � � �O " f I 1142 FL.
g a.09rc o J
/0.35 FL.
r Q W + . • .► II o �N76°26'00"W
o
03.S2 T.C. hi N 09.92 TC. ( , I I l.09 T.C b� Z
6 2AL � I, «� !PJPES MATIN LINE B6Ft. .03FL. MATCH L/Nf. b W t
s R=/5 �- o//3.s!' RTM R/W AP7 00' �, ,r 25 J PIPES E.C.R. /O./sr.C. I t/ �s //.54 r. EC.R.SEE SHEET 2 �P J PIPES
02.95FL. vp o • - � ` f.A.04 10949FL. II� 8 / B7FL. /Ogg NORTH R/ FUTURE_ M�i4TH R/M�
�_:
02.90 FL. •' _ .R - - --_- _- \ __ �- -= y-=�� - I- _ - - �-- -_ _ t ? r. ,- 3 ¢ 27 \
03.68 T.c. \
L. g 20 ,� m 6 0 .Jerc 4-r.0 - - - so rc. <
,/ 03.01 FL j +� OB 05.9/FL. 2 3 09.22 L 6 2/ ' 6 0 2+/ 6 3 L'tee. 6 e FL. I FUTURE
(02.8 ')FS. I I _ MA9 5.�'2tJ o .7a FL. I/ 2 / /t. ,AFL. 5 N9_9'
53 22 W 20266 t
O ,S. -= // /4 45. 44.94' 3 /PES O\ 6 -7 6 3/ I W
\ 0400rc
18 CURB, 3�tF�\� o6.9ors NB9°53'22 "�w' OJ�E -- -- --
'( n5 I 02.50 FL. (��1�C. G806.23FL. 0B 09.74 T. / G PC1 SOUTH l� \ /4./3T.bi /4.93 T.B. ��H PROPERTY L/NE
M' (1 08.07FL. F �r
V `p •(Q� /3.46 FL. /4./6 FL.
5�r 6&ANTRY ,eP� LANE NOTE = w o
0"�1d► �, I k g 9 0 $ ,. - - ALL Ex/STING £UCAL rPTUS TR££S AT a
" STA. O♦OD=
eh f�. �0 256 ` v S L Y P.L. TO BE REMOVED. 3\ * STA. B r 63.YO=BANTRY
CONSTRUCTION NOTF'S o ,�
N � �� AhIt`�\ Rh bh a LANE ,
22 MOVE EX/S�T/NG ROCK WALL.
I
0-� cowsmucr G*NSTRUCT/ON NOTES Continues
B CURB B 2e GUTTER Ci o/ fitivrIto MARK DESCRIPTION
x � h' � � INITIAL DATE INITIAL DATE
I ucomongo Sld. .�
REVISED APPROVED
&COA157Rucr SPANDREL a GUTTER per c#y of Rancho C�mow ,Ad 308. /�-•�'-CONSTRUCT 3"'A.C. PAv£MENT OVER 3"C.A.8.
� CITY OF RANCHO CUCAMONGA
&-Cowsmucr SIDEWALK per Cil( of Rbntfio Cuton►angv Stu 3/O. �---CONSTRUCT MOD/F/ED VAR/ABL£ CUR1B per City of �' + �'[/RW DA7A'
33' ' PLAN AND PROFILE
' honcho Cucamonga SIO. 30/ and Deloi/ 1.
�P t ACE 4"'P. V.C. PIPE per City of Rsneho ! ;� � O "A � R � L T � BANM Y LANE -
/ 910 00 00 27.00 42.4/ 27D0
Cvcomonge Standard. o/' �' FROM STA. 0,--5749 TO STA. 6#6059
-PLACE BhOKS No. 36 MAIN Bar. � • 0' //1 r�J � � 2 103"25'22' " 27.07' 46.74 34.,ej
N , // CONSTRUCT 8" A.C. D/K£ per Cfly of RanMo Caton ► a Sy!!. 3/3. CONSTRUCT DRIVE' APPRg4CH per Ci of iJ` 3 5°0750 /12.07 /6.30 6 /5
" " ' h
SCALE � 1 = 40 � Ronda Cucamonga SId. 305. � /o ro 4 5°0750" 2/B.GO' /9.52" 9.77
p+ as •' she e, 9, :f ' / GRQA�ENG � 5 5'07'50 200.00' /7,9/ ' 1.96' TRACT �//
@�-CONSMUC7' CURB CUT-OFF WALL r 6 ,0 3 ata' 6 5°OT 50 20000 /7.9/ 8.916
(.aunty of Son Bernardino County 9V.. /2T. ter. n n'
7 5007 "' 2/0.00" /1.10" -941 '
APPROVED BY DATE
B 5°01"50 /9000' /7.0/ " B.5/" Cmr ENGINE t RCE.
�0F ESSION
/4 REMOW WIRE FENCE. • 929 PLACE STREET LIGHT, '5,800 LUMEN, Mr ��Q P e 9(F DESIGN R08ERT A. BEBENSEE R.C.E RECOM;EN Dc
195 North EuctiC Avenue-Suite 214 • &b
/5 RELOCATE Ex/ST/NG POWER POLE. / By OtnersJ City of Rbnctro Cucomorga Std (By OtAt/Y). ,��� �� F�� �c� RJ.N. PO.Box 596 CSE nt�c �_
@-CO1VSrRUcr BARRICADE per City of TYPICAL SECTION y 2 m �ulna carforni0 9tT85-os96
S p No. 228774 DRAWN SHEET
Poncho Cucamonga Sld- 404. N. TS. oc d � ( 714)946-112-2
3/ CONSTRUCT TEMPORARY PAVEMENT per City BANTRY L ANE Q R P B. OF 3
dVCIVIL �� T�_f_�-�-- -- RCE221lTT
of Rancho Cucamonga Std. 405. r/. = 5.0 R= 72 qrE OF CN \i CHECKED Hobert A. Sebensee Erat2 31-tt DRwc ,
O CONSTRUCT Isc4N0/CAP RAMP per City of Roncho C,�e&m&�o Std. 3J0. CITY WE Q-?y-s7 FILE t40 ,�,