HomeMy WebLinkAbout2033 ' i
1
GENERAL NOTES:
1. All work shall be done in accordance with these plans, the City of Rancho
Cucamonga Standards and the Stondard Specifications for Public Works
Construction - current edition, including its annual supplemental of
amendments. Contractor shall be familiar with and shall be responsible for STREET AND STORM DRAIN IMPROVEN4EN TS FOR
adherence 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 plans within
the right-of-woy limits or in adjacent areas where improvement work is to be
done shall be removed, replaced, relocated or protected in place as required at AVE-- ..NUE
no cost to the City of Rancho Cucamonga AND 6TH STREET
3. Any contractor performing work on this project shall familiarize himself with the
site and shall be solely responsible for any damage to existing facilities PROPOSED
resulting directly or indirectly from his operations, whether or not such facilities DRC 2 R/W EXISTING RIW NG
are shown on these plans.
4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Y4 (34
Engineering Department prior to any encroachment or construction within any .. CONSTRUCTION NOTES :
City of Rancho Cucamonga easement or right-of-woy. i!
QTY UNIT 8' 26' (22) (12'
5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes { r�rrrrrir' > � rr`l rrrrrrrn rA
shall be set at all hinge points, edge of pavement points within 0.01 foot of 1
- PROTECT EXISTING IMPROVEMENT IN PLACE. (ITEM PER PLAN) I
sub-grade elevation and at not more than 50 foot intervals. Additional paving " • '' �'; 2
stakes may be required by City Engineer as needed at warped or vertical curve {I -i 1 1 2 - REMOVE EXISTING IMPROVEMENT. (ITEM PER PLAN) 4 EA I �' I
areas. _ -�- -t Fid O VARIES
�� - SAWCUT AND REMOVE XISTING PAVEMENT 2 MINIMUM WIDTH.REPLACE AC PAVEMENT FULL i I
6. All sewer water, electric, gas, phone or other utility laterals, mains. or ll_l f - 1- --� 1 DEPTH AC SECTION. 16,200 SF
46
crossings shall be constructed prior to paving.
4 - RELOCATE EXISTING IMPROVEMENT. ITEM PER PLAN 7 EA -moi 4.OX (1.5$-
7. Compaction tests of embankment construction, trench backfill compacting z LL_ ( ) MSN 1,OX- _ 2.OX)
- ...----� E9 1=
original ground and all sub-grades shall be performed at no cost to the City L� Q +{ -- 1
g I i� 5 EA -- _ �
of Rancho Cucamonga. A written report with these compaction tests f hall beki
-+ -' - t -- �i ADJUST EXISTING IMPROVEMENT TO NEW GRADE. (ITEM PER PLAN) WE OF SLOPE 7 L
submitted to the City Engineer for approval prior to the placement o base Q N �� 1,700 LF
materials and/or surfacing. CONSTRUCT TYPE "A2-8" CURB & GUTTER PER CITY STD. 104. T:/' 5 X/SIING ROADWAY SURFACE
� � �� - { + � � � � � 7 - � 35,300 SF
8. At the completion of paving, a materials report shall be submitted to the City W t :;. ��_�____ Q INSTALL MINS AC OVER MIN. 6 AB. TYPICAL SECTION
Engineer listing all tests or determinations completed to verify stability, oil Z LJJ -_ `, AVE.content and gradation of asphalt paving. Q -- - j Q - CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. 103 AND 1 i 4. 7,000 CLEVELAND LAND Y GExISnNG
!'
--J i - -- - i RIW
9. Prior to Installation of any paving, a materials report shall be submitted to the L!J co (; g -CONSTRUCT ACCESS RAMP PER CITY STD. 102. 1 EA N.T.S
Cit Engineer listing ail tests or determinations completed to verify. R-Value, _ - -+ 60'
Y 9 9 > 11r 3 r
sieve analysis and sand equivalent of aggregate base. tO -CONSTRUCT CROSS GUTTER PER CITY STD. 106-A. 600 SrLsJ Ll! i- - -- -- - } - O 13' VARIES FROM 4T' TO 56'
10. Paving shall be performed in accordance with R-Value and pavement tests --J I r�_ j `� O
O I 11 -CONSTRUCT DRIVE APPROACH PER CITY STD. 101 . 1,300 SF VARIES
taken to determine structural sections. I 1 i V IES 13=1 5' 37'
-t
1 \
11. When Improvements are to be placed on native soil which consists of a rocky _ -__ _ _ \� 12 -CONSTRUCT DRIVE APPROACH PER CITY STD. 101 , MODIFIED AS SHOWN. 2,500 Si`
material, the subgrode shall be prepared by removing all rocks which protrude
above the sub-grade and all voids or depressions shall be filled with a fine ° --- 13 -REMOVE & REPLACE EXISTING CATCH BASIN AND CASE "B" LOCAL DEPRESSION I I 1
grade material of a quality better than the native material. ( rmi rIlrrrr?r rlrrTm� rrrrr;ri ;rr _ { PER CITY STD. 300 AND 307. (W=19' ,10"CF) . 1 EA I ( EXISTING MEDIAN
12. If the asphalt concrete Is to be placed on sub-rade, a soils sterilant - ! 14 -INSTALL 18" R.C.P. (D LOAD PER PROFILE) 16 LF
registered by the E.P.A. for use under A.C. and .C.C. shall be uniformly applied
at the manufacturer's recommended rote for the full pavement width prior to 15 -CONSTRUCT CURBSIDE DRAIN OUTLET - MEDIUM CAPACITY PER CITY STD. 107-B. 1 EA __,� 1.0X-4.0 -
paving. 6th STREET IMPROVEMENTS O � : ..��
13. Estimate of quantities is provided by the Engineer only for the convenience of (PER SHEET 3 OF 6) 16 -STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 . - - - LJ
the developer, the contractor shall make his own determination of construction 3
quantities before submitting a bid. Any item of work required by these plans SITE
MAP
1Q0 -STRIPING PER CITY OF RANCHO CUCAMONGA STD PLAN 133 (8- WHITE CHANNELIZING LINE) 339 LF 6 �► X/STING ROADWAY SURFACE
which is not specifically listed in the estimate of quantities shall be considered
as included in the other items of work. SCALE: 1"=200' 1Q1 -STRIPING PER CITY OF RANCHO CUCAMONGA STD PLAN 133 (4" SOLID YELLOW LINE) 100 LF T:/•=*8 TYPICAL SECT
110N
14. Street signs per City of Rancho Cucamonga Standard Number 401 shall be 1Q2 -STRIPING PER CITY OF RANCHO CUCAMONGA STD PLAN 133 (4" SKIP YELLOW CENTERLINE) 1087 L 6TH STREET
GEST
constructed at each Intersection.
15. City approval of plans does not relieve the developer from responsibility for the 110 DIRECTIONAL ARROW PER CALTRANS STD PLAN A24A TYPE IV (R) ARROW 2 EA
correction of error and omission discovered during construction. Upon request,
the required plan revisions shall be promptly submitted to the City Engineer for NOTE: QUANTITIES SHOWN ARE NOT TO BE USED FOR BIDDING PURPOSES. QUANTITIES SHOWN ARE
approval. ESTIMATES ONLY AND ARE INTENDED FOR GOVERNING AGENCY PURPOSE ONLY. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT QUANTITIES INVOLVED.
16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly ARROW ROUTE
state, throughout construction. Site shall be cleaned upon request of the
inspector. PROJECT LIMITS STREET TREE LEGEND
17. Contact All Utility Companies as required, 48 hours prior to excavation. STREET TREE BOTANICAL COMMON MIN GROW SPACING SIZE QTY
NAME SYMBOL NAME NAME SPACE
Provided for your convenience are the following: TH SL
6th STREET Mogi olio grandiflora Southern Magnolia 3' 20' O.C. 15 GAL 16
A. San Gabriel Valley Municipal Water District (818) 969-7911 Saint Mar '
Mr. Bob Stallings
For Base Line Rood Construction ` a CLEVELAND AVE 0 Gercis occidentalis Western Redbud 3' 20' O.C. 15 GAL 35
B. Verizon (800) 483-3000 6TH ST.
a
LAG�N D
C. Southern California Gas Company (800) 427 2200 Residential
216 N. Euclid Avenue (800) 427-2000 Commercial 4TH SL WM = WATER METER (AT GRADE)
Ontario, CA 91762
BCR = BEGiN CURB RETURN
D. Cucamonga Valley Water District (909) 987-2591
ECR = END CURB RETURN
10440 Ashford Street BC = BEGiN CURVE CONSTRUCTION NOTES FOR STREET TREES:
EC = END CURVE 1, ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WTH CITY STANDARD PLANS.
Rancho Cucamonga, CA 91730 TPB = TELEPHONE PULL BOX
E. Metropolitan Water District (909) 593-7474
EPV = ELECTRICAL PULL BOX 2. PRiOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT 8-
700 N. Moreno Avenue GP GROUND POLE
La Verne, CA 91750 SHEET INDEX VI C i N I TY MAP = YROFESS� SHALL BE FURN'SIiED TO THE CITY INSPECTOR. ANY UNUSUAL TOXlgTES OR NUTRIENT "
`Q is
NOT TO SC CIL = CENTER UNE 42.v 9. DEFICIENCIES MAY REQUIRE BAOgU SOIL AMENDMENTS, AS DETERMINED BY THE CITY
F. Pacific Telephone Company (800) 248-2800 - TITLE SHEET UND€RGROUND STRUCTUR€S R/W = RIGHT OF WAY a�' � � INSPECTOR. Q
TC = TOP OF CURB ELEV. No. 38 0
G. Adelphia (800) 626-5299 2 - CLEVELAND AVENUE IMPROVEMENTS FL = FLOWLINE OF GUTTER
Exp. 1/05 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
Portion of Redhill UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS. � � ENGINEERING DIVISION.
( ) 3 - 6th STREET IMPROVEMENTS AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEiR GM = GAS METER
APPROXIMATE LOCATION AND EXTENT, THE OWNER, BY ACCEPTING THESE PLANS WV = WATER VALVE 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
H. Charter Communication (909) 987-6257 4 - 6th STREET CROSS SECTIONS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME OFCAL*
6680 Yew Park Court CATV = CABLE TELEVISION
Riverside, CA 92503 5 - CLEVELAND AVENUE CROSS SEGTIONS FROM iTHE EXISTENCE OF iUNDERGROUNDAUTILITIES OR STRUCTURES R NOT SULTING SS = SANITARY SEWER DATE: 02-16-05
6 - CLEVELAND AVENUE & 6th STREET REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS = WATER LiNE
EXISTING SURVEY MONUMENTATION SIGNING & STRIPING EXAMINED. LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON EPB = ELECTRICAL PULL BOX
RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE
I hereby certify that I have identified all survey monuments of record that could be disturbed by this project. All said monuments which currently exist in the field PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN GV = GAS VALVE
ore shown on these plans and are described as follows: AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SiTE, IT SHALL BE SD = STORM DRAIN CITY OF RANCHO CUCAMONGA
THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR �+ o
1" Iron Pipe w/p{astir plug LS 4691 per F.M. 14647 found at the following locations: STRUCTURES CONCERNED BEFORE STARTING WORK. BASIS OF BEARINGS BENCH MARK TITLE SHEET
IMPORTANT NOTICE BENCHMARK NO.: 01666 STREET AND STORM DRAIN IMPROVEMENTS Z
1) The north and south terminus of the west line of parcel 11 of Parcel Map No. 14647, P.M.B. 177/90-96, shown as North 00106,34' West 1138.11 feet . BEARINGS ARE BASED ON THE ELEVATION: 1065.57
2) The west terminus of the south line of parcel 11 of Parcel Map No. 14647, P.M.B. 177/90-96 shown as "North 89'31'48" West 765.18 feet". SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT CENTERLINE OF SIXTH STREET AS TO
IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL SHOWN BY PARCEL MAP NO. 14647,
0l4itS10PNER BE VALiD. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ON FILE IN BOOK 177 OF PARCEL DESCRIPTION:
W UAPI{E1-S ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DiG. MAPS, PAGES 90-96 THEREOF, AT S/W COR. 6TH ST. �c CLEVELAND CLEVELAND AVENUE AND 6th STREET
RECORDS OF SAN BERNARDINO AVE, 1 FT. W OF W END CURB
COUNTY, CALIFORNIA, BEING RETURN, 3 FT. E OF CONC. LIGHT
Dated
2128 OS G(� tc fXl >>t STANDARD; 0.5 MI. E OF HAVEN APPROVED BY DATE 9
�r4 r N.89'31'48"W. AVENUECITY ENGINEER�� ,�G�lll�. //f/�,f',l',� / R.C.E.
�.. 0.24953 3
R C NDED g
Prior to obtaining a construction permit of the project, a copy, of the corner record filed by a qualified R.C.E. or L.S. with the County Surveyor for each monumen DIAL TOLL FREE DESIGNE
showing the references to be used to reset that monument after completion of the project shall be provided to the City. 1-8004224133 AT `
o LEAST TWO DAYS DRAWN SHEETIt
Prior to obtainin a certificate of completion for the project, a co of the corner record filed b a
BEFORE You D1c;
g p p je copy y qualified R.C.E. of L.S. with the County Surveyor for the resetting �rrlN
Engineers/ Plane@rs/Surveyors � 6
of the existing monuments and the related permanent witness monuents After completion of the project shall be provided to the City. En 9 Y OF
UNDERGROUND SERVICE ALERT OP SOU7l1LRN CALll ORN1A IM MAIN STREET,WITE SM.9Z1 Ve CA 92614 4
CHECKED Vj TEL(949)185-0777 FAX(&19)185-0779 DRAWING N O. x
IRovl`0145E.WARMSPMOSROAD.WTEW,LSVEW,WV89119
DESCRIPTION OF REVISION DATE 0 �
0 TEL(702)W-W04 FAX(142)W6-6&X Q
I
I
I ,
I I Q= 1 - i i i i - ----- - -- ' --- -- -- - -- - - -- - !- - -- i -_ -_ '- - -- - - I - I
I
---- ------ - ---- ---- - - - - ------ - -- ------ -
----r----Y--------- -----r---- m --t-� --�--- I �------.----- 7 __.__ _-_ _-.__---T.- -}_- - -i ! --r -`,-- i-- Y- -t -7 -i---� `-- i
I i-
I
I I
I
I l
m I
� 1 i
w i
I !
i
I
I i i i
I I i 1 0 1 v I 1 1 { I ( . - --- --- --- - -- - ----- -- ----- -_
-- ---�_.:. _-. _ I ---�------ - � �-Y--- ------- - r.__ � -- --_._!. - --- _ __.__- .__- ------r-__._-.-. - -' r r -r '-i -s -r -r -r- r ---r -T -i
1 T--- r- _ __ (n I r- IM 0 i T_ -X9.27 b.C. X9.2 U.C. �I ! , I -0 , ! i I i
• V
M
N ! i
ITRANSII 1 I
�►• O • i O • I , {.r- I I nA,'[� /�,� ['�f�� I I ! 1 ! 1 i 1�0 •,V•i i ! I I I I 1 i
V_- _ _ __ MM - _ - __ _-_ _ -- _ - - _ _ TRANSI ON FROM _ _ ON � = --
i i
V 1
I rn c0 I It F- I PI 1070.9 I I I I
I ! i
� W !
O M .
+ 8 Cf 0 6 Cf 6 GF 0 6 CF
r I
m I e i
O I f 1 I 1 1
I I
I ! !
+
-- �_------ ------ - - - I -a0 r- T 00270 .} NO -� {� (j LO (9 -j I . _ r -I �_ i � - f� p- - G�•--2:��°�o - - - - - ---,. . s �. -f j - - -! z
• _
�o �� o ila � O U I i 39 27 0 C. L 1 I I !
�t d �t -� ( + O oQ °� • f- o f U U I I U I i h r G2 -1.243' i i
,
! 1 I
�r-No� Z Q Q Q U P F- p i 00 a + t1 ! O F- F- F- ' i , { 7 i . i
O r
O
r
O T y� I
r { i i I I 1 -+ !
m
_ _ _ + V I I
1 1 F
! OD
♦� _ _ _ , _ _ _ _ _ ,_ --_ -_ __- _ ___ _. . _ _ ____ _ _ __� _-_ _ -_ $_ IO � __ $ CFL- 0.6_ �_ __ ' __--.--'._ ____!__-- -__ ___-- -- _---.__ -_-_-- -- -_ -__..-_- --__-,__ -11111---11.__.__._ _.- _______ --_. -----m 7_- U U V - ! 1 r.� r ` n I O F- lQp N V T O N �' 0 I -i- ! r � i O m N + Y T� ! }- _ `'-__ ` �1 r
M
c�
N
F- ¢ i I
I
coW ! ! 1 I { i 1
� I �
o o
- - -� -tr) 00 C.? - --- -- T \�0 r i p Q h T± a 00s 00 OCA s 00 0�j i i s- i FU- L) Z) - i il) p - -
i -
U '
• U
r� w � r F- i .033 $..-_0.017 N t- i F- a I d it 0 16 ♦ ,n O o 0 4a Q i �- i I i o �� V oo U N 0 U i f- 00 N I I i 0; 0;
! I i I
I- I
r ! h- !
• !
N _ Q r_ _
+ -_ ..L_...... - __-T_.- _ _. - 1 ,- N r 1\ r r .i,D + G _.,.._..r7 F- - Pr).' _ t. _ _� _r 1 -Q, n. .�.. i. - _, ,..
►� O� � .. " OO O O �V n i \
O r ;} t7 i I I '�- C0 + ! e 00 ie to f' � I j ti I O I V , �7 00 Qi 0 i
. i
! I
+ +
t i � + !
n n V o O
.- r� U
Q1 �- O r
E-
o� i i 1 O
l I i � � 00 V
I �j � O
�4 �- - I
3 � +
- -- ---
- -- - __ a - r ---- --- -- _ _ -- - - _ - - c0 ►�_.._
--- ---- - - -- ------- -_ _ --- - _ ----------- --------' ----.- . - -- - -' -' - - - - - - -- - - - - - - ---
-- ----'----- n -O .O -O ------ O-- ---- -- --t - T S_...� �¢ r r ! •- � r- T � - - --�- --��,j - e- N�' N I "r (D . - - O rr`' V ClN._ .. O �' t7� 0i+ - O �- -f --n r -�-- - -! - -�-----
Vj r I�.�-�
!
¢ ao
Q1 1 ! t r
I• I !
h i
O n
I n
t
n c0 I I
i i i I Qna o Y
F- n
- - - - _ - _.. ------- -._...-'-- __.- _-_ - .-_ __ _ ._.___..- -- - - -- - __.__... _. __ _.. ---- -. --------.-_.. .-._._. - --- -_.._.. _. -- ----- -...._ .__. - ._---_.._ __ - --__._ --_._ -'----- --
36:95 ---ter ( ! I I �.2 i 1 t" `- I i I i � o� p � p I r op 4. (r. Q .- � p q� cm, _
i ' o i i ! - - - r � n `- O V I ! i i
I
-- - --_--- __ - _ _ ---- _ -- -- -- - ---- - -- - --- L - _ _ - _ - - - - - -- -- -- --- -- -- -- - -
------- -- - - ---._. - -- - --- - --- - -- - - -- ---- - - - - - -- - -- - - - - - - , - - -- - -- - - -
- - -------- --- ----r--- --- - ---------- ---- - ---r j i i r i / ! -, O U rt m I tr p O - 0 � f- - - - - - - - -
(n
,- O O _
/� C5 O �t
74 O
i r
t0
F- r
O to .- H TOP OF�PROPOSEO CUR i
I i
! f ! I I
I i
I
1
I i o
'
- - _._ -- - - -- -- - - - - _ - - -- - - -- - -- - -- - -- -- - -- - -- - - Q-- -- - -_ -- -- -
{ 1 i ,� U ! o I O a� EAS'7�F C£NTERLIN r
I , N 4'
n
i ! O t0 i I
I c0 F-
CF �' 3It
`- I i � I 1 -- I I ; € i o Qn May ' 1 T j � I Q0 ( ( 1 O� OI- I
----- - --
-- - -- ----- -- - _ - _._ _. - ----- -- -- - -- --- _--- _ _ _ - -- - -- - - - - -- - -._ _ ------
+--_ _-_ -- - O _- _- - --- ----T-- -- -- -- T -T , •253' O- i 00 ' - - - -_ - O T - - M 1- r-----
o V I -� { T T I 3 O.C. 1 i I r �T i
+.- ~ I i i ! ! I i I i ! I I 1 Q n '-�-- CF { I I I v I ,�n i i
�80 1 ! 97-0
V V Il W i ! -- Q t�4�0/ i �t ! p !
I o
i 1
! r ¢
i I I
I U 3 O.C.
I
I
I i i
---�- V)
I I �� i i 1 i ,
' I I I i 1 - ' -
- - - - _ - --- ---- ---- - - - - - - - - -Q --- -- - - - _ _ - - _ - - - - - -- Q
(gyp �`[''(� _I._-- --- {i N i I
PROPOSED ® i~ V, ? - - 1 ` i i ' )
, c-
t, _a I - { I I I 1 ; ! T I I - I O O - - -- Q i -
- i�T•- - - -1 -- ------- - -i _--- --- + - -. - - _ - - T -_ __ ---?- �- '3.I ___-_O.Oa56 - r -
S�_ I
i I m a ! i i i I i I ! I I i �l� ,+� c° " ! i ! { !
_ 1 - -- --
i
_.__ __._ __ __._ __. _ _ --1_ -___ -- -----_- ----__ -_ _.. __ -_-- -_ ---- -1 __.____ _-_-__ _ -- -_-___ ___ ____._-_ --___-- _ -_-__--- --_- _. _-._ __ -_..--_ -.__ .___ -- --- _._-._ __- _ -_.----_-.-- ---___ ___. ._ _ _ _-- _ _ _____ __ _ __- - -_ _ _- -_ _- _ _._-_ __ ._ --_ ___, ._ _ _-.__-- _ __.-.__-- --__ - ____. __-__ - -____ _.
i
i
- - 19
- ---s ----I -- - --------T----- -+-------- --- -- - ---- --- -- - -------___ ----- ------- ---'-- ---- ---,---- --- - -- ----- - -- - --- --- - --- ---- -- -- - -- - -- ------ ----- ---- - - -- -- ------ --- ----- ------ --- -- --- - ----- - -- -- --- -- --- --- -- - - --- - -- - --- - ------
------- �- - � LL- j-+ J=-} r -- T r- - t t - I rt -- --� r - *- - r- ? r - i
h
i�
O p ZLl 1 i ! i I I I i I I I 1 1 t i i - 1 1 I .-- i
• I ' ! 1 f I I I I ' i ' i -- i
__.�_____. ____-.--_ .-.-__-,_, __._-- ..___ _ _.
-- -_ __ ----_ --_ _�..-_- -- _. ___ .._._.-__.____ __.
_.__
-� h Q O r n r T p r i Y r - r �-- - I r- - -r t i j -z -i i
, ,
i
I
O N
-T?
H 0) ! � , I
I i i 1 O
-7 ! O ( i i J !
I
+ O
lL ! I
I
i O
i
O (� i LL I
N
i
O
i I
__ ---1..... _ _ O._._.____y _SCL �__ r a 0 r=- _ fl � '0 � _ .-I -T � i 1 t # - - _-1 - - - � � {3 - _, +_ �- - (_ !. _ _ _Y - --r -
i O O M I I i T (� n N O O V? I - ,
T- i !
In I r
O I i I
r 3
15
0 V.C.
N O !
,
r'i
!
- _-- _-_.-- ___--. -------__--_ ._ ---._._- _.__ -_---s_ _____'_________ ____.-_- -- -_-------- -.-_-__ __. -_ _____-_.._.____ __.____ _--._-. _ - _ _ ------- _ .___-_ ----__- -____. -_____ _ - _ __- ___ -___ _ ____ ------ . -- _- __ -_-___ --____ _-- _--- _._-- ______-- __-- -_-- _ _----T----------
i -_._._--
I � I oOQ, � �' + O; WN I I I 1 I I ( ? i i V ^ T- + N o � Qh I I i PI=1068.71 L_ i !
- - __ - --- - - - _. - _ -.-_ --- --- ---- --- --- - --- ---__- - - __ - - - - - _ _ __ -- - -- - - - - - - - - .. '-- -- -- -- --- -- - -- - ----- ----- ---------------4-
+ - - - -- --- - +- --- o-- ----- m oo p to + ± - -# - + - - + - -I - + + r O n -r - N 1- - G1= 1.{►4� G2--i. 8� - - - - -
S_ �° p Com O o v' I EXISTItvG GRADE T I t_ i I o o ui + �- , { + t -
r
i I !
r N
O 1
Li
I o i
! c0
r I r In
o cn
0 I
1
_- __ _ __ -, _--_ --_ - _ _- __-_ _ _ _ ____---_ ___ ___ __. .___ _ _. __-_ ____ . _---_._ __. _ ____ _ _ __ _- _ _ _ _ -_ - _ _._ __._ _ _ ____ ___ _ -_-__ _ .- _ -___- _ _ _ ___ _ _ _.
_, . - - _ _, - __ _ .0238 - _--- __ _ - __ -_ o-r_ _ _ o � -+- ,p o cn - - - - - : r � + + := o � -n � t- �_ ' _� _ - - - -- -i t -
r 0) I { SENT RUNE I I ! to O a I
N
'J
i I7 ( O ! n O lL i 1 i i i ; •-- h In r- ! O (n U I I i I T
I ' I I O � ! 0000 I On ' I 1 I i I i ! r � O + - I O tfj m (n { i OOMp ! I I
! '
- - -- - - - - - - ---- - - - - _ __ -- - . _ - - .- - - --- _-- - _- -- ---- - --- -
i __r n_ - �� -O 0 - - i-
r p p I -1r Oto 1 I ! ---.
I t r O O ll� i i 150' �/.C. t i r - T � O , Lr_ O C7 -p V) p 0 O O
1 VOJ i r ! .- 00 1 ! 1 I I $� r O Oi + N p O W (n (D ' M t0
+ O
O
O W
- _ __-- --__-._ _ ____ __- -_- __ -- ____-- -_ _ _ - - _ __ _ ___ -_ __ - - _ _- _ __ __ __ _____ -_ _-- _-- _ - _ - __ _ -- _ _ _ _ _ _ _- ___ _ __ _____ _.__ - __ _ __ _ _____ _ -
- , , - o -4-- L0 - o to f ! - ,�- N 1 - - -PI=1,078.79 I , + -- - r f -i0 0 - -0 0)- o Q; o, (1i o cn + O ;_
i I O n I O I j r -• r
o n i U i I I + I u- I o (n : _ I ! -- . 7$o, =-?4. % IDENTI AL POINT 2�4 _ 1 O o 0 N U) •; 0 4 U v� _ I_ 1
o I O n
G 1 9 G2 01
-- ---- -- __--- ------ ------- --- - - ----._ ------ -- -- ----- - --- -- --- --- -------- ----- -----_--- --- - - --- --- --- - -- -- -- - --
. o U T W - -- - - _ - �r t� o- -- - -- - - - - - T- --5- - ; r - r- ^ 0° o `n o I
to w
--'-------7------ -- - - ,- ,- --� N- -
# .--#
I I � o' W ! O i i co j o h I- Imp -j I i I , n � t- h � I m i v Q1
Oo ►� I -- -- '- - i---- -- I --- '+ ---- - - -- - i � -
------- - --- -- ----- - ---- r----------- ----_-__- _---' - '�(� - - o- - - - - - - - ®7
- - r- r--- ' O r� z----17 00 I i -, -r M -+n h I in �N O i 1 / V -�- - 15 r O •- 0p nfl O -0 00 n j - O
,
r - r
t I O
O r 00 + li O
00 r O 00
i I i s I 0 Q r
I ,
I f I
U CO
•0� r
.-
h N PR POSED FG � cn
(ri � I I i
4
I i 1
-- -- - - ; 000 0+ %A-1 r - - - p - - p - -f - O - - - - -T- - - - -',- - - -- - - - - - - O 2, Lo (y. - -' - -
r- 0 ._
0) r I
!
i N
! I 1 ! i v I
I
m ._ N F
! o ! ! T. FROM C I
i I O O I I I
TT c0
I 1 { I I I _ (D 0�
I n _
(J r
4
I I , i
o f rn �- I i .0
i ! 1 r , i I i f �..
i I { ; 1 ! I ! I i 1 $ �.0]g)- ! 00 -p O lr_ 1M n {- > i I I 1 I ( 00 I
N
lL r
TING AT
r
EXI
S E I
-_ _ ___.._._ 3__ _.____ ---__ __ -- --_- __- ___ __ _ __ _. _ - __ __ _-- _ _
__ -.___. _ _.. . - _. _ .__ ._._ _____ __________ ___-_ - j- _ _ _._ ____ _ _ _ ___ __ _ _ _ _-- _ _. . _- ____ _ ____ ___-- --_.__- -- --_-___ ______-_ ____ ___ -_._-_._.__ __-.- -_._-__
i
I i _ I i r oo o IM ao oo- - _o _ I '_ _ I CENTE NE I i I i Oo'
� i I I ! I 1
r
h
I r
I i
-- -- -- - --- ---- --- - -- - - ------ .- - ---- - ---- ----- ---- - -... ---- - ----- -- - - --- - - - - - - --- - -- - ---- -- - - - - - - - - -- - -- ---- _ _. -- - -- - --- - -- ---- - ----- --- - -- -- - --- -
--- x ! + -- - N r- O.._ r p - - -O t0 (D t - +- -r t - - - - - i- -- -r- - I -!- - - ---}- -
I I ( I 1 ; I o I I r N I I _i I I i i I i
E
I r
.-
n h I i
I
f
- - - - - -- - - - - - __ __._ _ - - - - ._ _ _ -. _ - - - _ -._ _
- r-. ^ ^ s-� s 1 r s r� r> r� r O + O - --7 - I - - j. 1
tc) M r _ 0, i h I m (D W i (D 1 ca c0 I ►) 00 tt� r 1 I
cli ! l I I i r n �- i
O OI I O 00 I p0 00 I QO 00 00 I 00 I 00 ^ I r j r r I _ i ! i I
O O ! O _ I O O O O O i I 1 I i i I j ^ _ ^
- -- ---r --- -r ---- -- ---s- ----r �- -r O -�-- ----,- ---r --� -� I - t-- "� -- �- ,- M r._-- -- � -T -r-T-fes i ---,rte I -1� ---i------�� I ?-
r
'��'���
I—, v
f i i M N N �i- i
i �� I 00 0 h O� M
1
s I
1 S , i
-� l
co
I I 3
I
, O
i ;
I
I v }_ --.-'. � -0 � � � N -(� __ rn � _ _Oo - _ -T _ _ _r _ __ _ t _ _ _ _ � - _ - to
i I i I 1 I I � i I � • 4Q� I 0 0 O I P } O O O I O O I p �p
I
I-
i I O
_._____ ____ ____._ __ _ _ __- __--_ _ ___ -_ _. ___ ___.._ ____.. __ ._ _ __ _- __.. _ _._ -_ - --. . -- _- _ _ - _ _ -
__-_ EXISTING ELEVATION OF STREET C/L ARE SHOWN IN _ {_ _L _ T -rt t r ;_ " a " . -__ ` _ __ _ _-_ .__. _ _ __ _" ___ i_ _ _ . _Y 'F- ,
1 } ! h 0 i ! I
p
I
! ( 1
i :
I I i
PARENTHESIS W THE PROFILE PROVLDED HEREON. i I I v -r- i --r ; ---T
i � i i e i I
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+00 17+00 18+00PROFILE SCALE HORIZONTAL 1 '=40-
i
VERTICAL 1 "=4'
PANATTONI ON-SITE CURVE TABLE 40 0 40 80 120
LENGTH RADIUS DELTA TANGENT C3 �I'ul _ 6th STREET
IMPROVEMENTS PER A 36.95 100.00 . 21'10'05'° 18.69 SCALE: 1" = 40'
SE�AFiATE FLANS. B 39.27 25.00 90.00'00 25.00 - (SEE SHEET 3 FOR
IMPROVEMENTS)
\ - --- 'I N i I I I I 1 i i u tt''/�ii '`
-=-g-i ( ! { 1 ! I / I%. I I i / \�I ! ! A I'(\r'fVJ 1] 1 I I hj li I j I i __.r 1 r_ _-+� g
�''1 I :/ / Iy ii I I r ( I 1 ! ir'' i, Y I I - �: ! , r- II 1.' C
, _ _
1
;
-*- v I i r l I / y
� .. , , .r / e! / I i i I P I I 1 „ V ! i /' 1 i `h,r`�.. 1 i t r 1�. I I , f/ � I I!
c
_ ROPOSED, ! x' i, SiDEVtiALK
� < � \. I/ _ ...,_.-__ ` I , / t,I !' Ii I / I / I / f i) 1 1 f/ , i! f,. I / i i 1 I i I ii%� I _ `- I f I Il
• I � I " s ( 4 ) / r I . i ( I I (� I I / I I I I / I ��\ �\ I. { - �F'. f _ i
i i r I I / I { I ' , ( ! ! i ! !1 I i !! ! ! EME ! ,` i �` \\- ' ' - 1,�� .__._ �/ ii' I {
\ i" CUCAMONGA VALLEYi !, , , I ! ii D y I I/ r �, x i II Pu P i
T, _ PANATfONI . 4J I I % 1 ; I I y I \ *a ,.t i
- 7 \ - �___... -- - /i I _ - - / I ----� - - / --4 i i� I I V - , i.
-.. a--. _ / / 1 - --. __._ .----- -- -„ -i--- -- I- r--- I---..._ --____.._.- ,- + +---ice-- - __ - -------. X I I Hous - '� %'
._ ., IN EXISTING AT i _ - I -- NT _-- --r I r: + _-- - - _ ��r!
-_ JO ER fl STRIC - -- -.1 1 T - r- i - - -- 'I-- - _--- �/� I
---- -
rr
_
i P R N , !, I T 1 .� ,.,< __._...__ `-•----. ' ! I ! ! 1 ! / , , r i ! 1 j -�_�._ i I ' � -- �-. -. -i-- --- -- r' ''I
i - --T--1-- ----- ----- ! _i_ r. _ t__� +� ! - 1
A, a 1 - -_- - - --- - - --- 1 --- -- -- - -_ -
j I __ -=-- -_ -
.
I
- I I
- 1
_ �I I—- -1 � .It . �. i __ . - �I �
I �
.
. I
1
R/W
------- CN
---------r---------,--------- ------- ------- __..__ -._._
�----r ---; - - ------ r --- I ---- -------- ------ - -- --- - ----- --- ---- --------------__ r _ _---- -- -r---- - _
------
. --._--.- T.-_-.-.____ 'r-_- __ ___-_ -__
_- _ I I I I I I I I !
I r..
.......__.. ..._....... ._ ___....... ..._._. ___.._-_.... ,.._._..._.....
1 7 r ---___----_-__. __-----___-- _____ __________-_--
j I ?_ __ _ L END 1074 - ��
' 1 I I ! I i i �
I - -- -- , i Z ca t
a I I 31.12 -I - --- r-- ` I__ I --s o -
- -- I - -T-- - - - -
1 I ! " ' S4 62, t--- - --7 - 0 6'- --- I ---f--- - - ,------------ --- - --- -- ---- --------- ; -� u
- ( I
1 31.12
+- -- --- -
- - I � -� w .-� -- -- --- --- -- --- - I I I WM = WATER METER AT GRADE - - M Tit
1074 --r __
r T
r ,
I
--_
1016 _------ - - - - - ---- - - -- -- ' -- --- - - ----- - ---- -- ----- ------- ------ ---- ----- - -- - --
/ i Q -� I -j i- -rt- -------- - ------ ----- --- �- -- BCR _ 1072 I- -_, a
1 ! 1 , ' W I I I -= -T
_ __
-
OPOSED
i I
BE NCR RT �
_- ____
BEGIN U B RETURN
-- -!--- --,- I -_ i 1
II I 1 I I r - __. __._. --- - _ - - O --.._ -- - --- ---_ - __--- --- O -- I
I I �) i I i a U ; i I i w o U to U I O ac o 0 0 U __ _-_0 v_._____ .7_ ____-...-__ ___ _ ECR - ND CURB RETURN
_z m 1St _< co W i I I U I ° 1 cfl o U o f- t- I ro FINISH StIRFA OU R I
1072! I j --r t 1074 0 -v U -- .a_ _ s�-0 o. 1 _ o U o t- 1070 �-- ----, - - 4----- - --
,� o o E
I I I �� I a I i I v iU U U � U o F- ; i ! 0 p L_ � ci o �o H 6 o f- --� W� o E-te a; o � o � � F- � o'er- - � o � - - BC - BEGAN CURVE �C/L STORM DRAIN � "
-�--T-- 14 - ------� to _ o ' o _ _
----- - r------ ---- -
.-T -I-- -�-- ---- U I + EC
I T I ►- +- k- .r- ) f--i� -_ a� ----- - -- i ---0 a `r. o, 0 � I -+ -- -----� `�-- ------ oo -- -- o ~------- o °' ----� -- ----- N--c" ----- - END. CURVE ----- --- -r - - ---
, I
r O ! o U oO rv- ce �` ; o c� DD + O to as Do � � � oD Ln m + _- I GAS LINE PRIVATE 12 (HDPE
1010 - _ } __ t �T--T_-�._. .__I ca I� 0 + + r I O U oo rn �t � .- o v� I rn _+ -
1072 0��-' f--!� T- • o N-+ ---Q --o �� - - o f-- - ------ - + r� I-- + co - '� O--? ----- n: + r�-- 0 0 !---- 0____ ____.--- o �n o + + o co TPB = TELEPHONE 0(V E PULL BOX - -I- -
0 rt o I t-- - --- + -- -r -- a� _.- -- ..- o--T-- 0--------- -- 1068 r- - I OFY- -fER fANATT I
�� I I MUO �cD cDtD `- OO O ! OH ! O I OOr- r• I rp O tY � `- (D -� � O �-
_ _ o , o �o o-- ---�` EPV = ELECTRICAL PULL BOX ! CABLE TV
i - t_ .- _'_-_� 1V (O�iL� jD jD `� Q---� a I ' I � I�!Q 0 O O `_ (p `- (D �---
r - -� Q o- - o 0 0-- 0 -- °° -- -- ---- ---- - - o ON-SITE IMP OVEMENT
i I i 1 i ' ; { O O O N + O ' i + r r - - 0 o %- o_ - + ------ ------ ---- _ --- -- GF - GROUND POLE -T -___ r PLANS
I O O 1- cD tD p----i - - t- - Q- �ERIFY
1068 r--- --! I__; - ' i rt POP 0 1070 ,•-- r- to . I (6 N (0 • I I ( O ; I v)', f - -f
I 1 i I I , I i EIr1QALIC I O I ca . , o , 04a CA = CENTER LINE 1066 i HGEm (� -- --- EIEC UNE-
----!--- _____ i-_t -�- , -' -� ! o •- o - ----- - ---- ---- --- - - -- - `-' ------ -- ------ -- --- I ---- - I ----- - ' i R/W' - WAY i ---- '- RE TF1%--- '
.V T
: _._- -_ _ -_ _.-.- __-_- __-- r_T-�-_ O__'_ .� I i Tom' �.'.�-i 4__--.---.___
RI �T F
- � GH 0
I i i ! I ~m i i I i i rt S=O:C?040 -- -- -- t--- ---+---- I i
-4 I
fi
1066 -- ! ---- , - -� r - 1068 _---- ---� - -- --- ----- ---- --f --_. --- ; -- -A
4 --- -------- ' -- -__4_____ --- - , i I TC - CURB ELEV. 1 4 I -- ----- - -- _ p212 - ' __
---
TOP F
- r - r----- I-- --- ---T--------+ ---- --- - - ----- -------- - 0 -
6647+ I - -j i . . ! I i i ! ! +------ FL - FLQI(VLINE OF GUTTER S_0 I
I 7 t --t 66 . . _ _.. t -_ ___ . ___ _ - -- - _ i I
i 1 1 S, C I g 0,.00 I . _ i _ I �. _ _ _I I_ - - -- F . -. I _. �_ -
4 I 0.40 ' I7i T OF P GM - AS METER Quo G13.44 cf� 1, IN: 1500)
- _ _-_ _, _- . �- OP ROPOSED I NL Y C RB I I ! j I --------_--_.__ $78
1064 t-- t 1066 ----- - - - - ---- - - TMG ' 1 62 _ • $ I -- ---
i - ---- --- -- -- --- ----- --- -- --- - - W -
----- - -
I , I - -- -+---- ---- - ----- -- T ----�- -+ - WV WATER VALVE 0
I
D -- - -- --- ----
PROPOSE 1- I I I I !S 0 I
I I - - 4___--- ---
1 , i ! i
I
,
I
I
TOP OF�flROPO U 1VL SUR - --r ---- ---- ---- - ---- ---- --- - - --- - - - - CABIE TELEVISION - - -- - --- > .7
f �,r
1062 I i i i I ! I I ! t EXISTING EOP ; f I ! r- ----- i j I .� T- - - - -- ___ --- -- `--- - $T T f z Z {
} - I --, r _ I i 1060 - - I
- SA TARY WER
J �
E ! f I I -0 1 1 1 ! I ! _j - I _ - - -i cn cn I = WATER LINE I \�� a N
--� I
- ;
II - - I i _
' I I ^ I Ls N � � EPB i X10 } o
I l i c i i , i ^ o i ELECTRICAL PULL BOX + b INSTALL 41.59 lF
1060 - - -;--r - 1066 - - -- _ - a En v� - - N - Q ^ ! O o o ^ o o r- I L� o M c� 7 I � �•---- I -- --
i ! T I I I ' i 1 cv : - r- �, o - . � ---- - - o --- v� -- - - G V _ 1058 ��`Q - - -r --18$t-'RCP
! 1n -O ;� T---- - CA, ' VALVE , --�--
i I ( I � � p ! p ON (J � OO m p Q� i i I
E---,-- -- - .--- - -r---- --- .__--_ _ ,----_ _______t-___. L,_- _._. ._. ---__ _I______.__ �--_____ -'--------._ O ____ -_-_ ----_. ' _..__.. .. L''__----- O ^ I , 1� O N
I { o rt ao- - . _.__ _ _..__-__ K ___._-_---------._._.o •_. _. __. ____._.__Y, _ _.__ ____-_._ '_ --__. 0°-- . ____u_ «�.-_-- _ - ;-_ -_ o _
=(0.0?29) ( 1 I,_ I o o --- U --- -
- --=- ' -- --1 -a o m o �n I o I o , . r� ' o r� o I o I -'n O o + m. . o - +
10580 0_- _.__a ___ - STORM DRAIN
• - -- --� --- • ---- -- O . m o �, I + w i o i + u� + O + O o 0 o i o __+ o 4_.._ E /cif'/Vi�lTf
- r 1064 --- ---------- R vi-- + co 1 0 •-
DD tp ----- r-------- ----+ --- 1�----- Q -t--,- _=-----'---- O to �_-_ I SG' - + + O o0
' ! ! , ` , • r r A/ r - --.___--r �J --. - .. - - :- ---...___+'-. �✓ ------------ O ---'- -'_------.-� V--.----- ____.__.--___, �-___ - I -__ _ ____.------_..__...,_.,._. .. ..-. . ---._._-_--..__.y
wr4�,:c'/1:rP_(�'11`N - I a i- IL4 � ,Ln IO 0 (D ! _ _ �° D 1 'n 0 r I '� � 1.1 f T - 1-1 I --- --.- - f T- � i 1 1056 r---------------------- ---------
,N� I i I I O tD + O r- .- ? N... N O "� O .- �.. 1 ; f L_
�-w
_1 1 ,� 1 {I � T_ i ;
+_ r ___ 1 --- -- - -- --- ✓- ---' - - ----- s ------ M
i
I
1
l 1+00 +0
1os2 -----.._ + - ------- -- .V �- --- - - - - - -- - - 2 0
- - -- -- ,
i I i I I i ( I +-- - --- -- -' - --
.
,
:
C- -- -r- -� +------r--- -- --- +--- -------- -----
- --- - --- - -- I
10 00 10+50 I i i I I I �- I -- _ --- --- - - -- --- T -i ; I- - ----- - - -- >7 >7
b 0 z i I i I , I I � . I i. . I I I LINA B
I ,
I ,
m wo >
---- _ ;
I
! !
-- T--- -- -- - --- - --
,
m - - - - -- � I I j i
- -- --
Z > I --- --- --- - ----- - - - --- .- ---
- i i ----T- - ' f �- ----- I---- I i I 1 I , 1 � , i
�D r- I 1 I !
r. r• V 4' v> i i r - � - -- -- - - -- ------ - ---- T- _ - - -- --
o ; I I , i - ---- --- ,--
O N M f j
N O _r-__-_ __ _._..___._. __..-- -- _. ___.__ _ ._,.._. .._ __.-__.__ i ._.___-- __.__. _.-_ ..__.
. r I I ... _ - - _ . __.-..... ____.__..__ _
_ __ - _.._..___. - -T
.- .- ------ I '
- --_..-_---------+-------I
---
.� 0 d U ! -�- -- ' --- -- - --- .-- _-------I-------------- --- - --- -- ----- -- --- -- _-_____-_____-----7------
O �..
_ i
T-_ I 1
- r-- - EXISTING ELEVATION O� STREET` /L. ARE SHOWN IN --- -- - - ' ___-
____...___ .__-_-.. y-.__ -._..__. Z --._._ -.._-.._ -___-_.. ._.-_.r____ ______-..._._...-._._..
INSTALL 11.80 LF _______7__________,_ ,_-_-_-- I __--
27" RCP __- __--. ______- RARENT�-iESIS W THE RRO�ILE PROVIE?ED H R O !
E E N - - ------- -- ---- --I - -- -- - i - - - ---
I
1----
T r--- --I- ----- - --- --+ - - r --- ,- _ -- _
. - -_ ._
- - - -
I ' ; i 1 -
i
,� 1g 10+00 11+00 12+00 13+00 14+00 15+00 15+00 17+00 13+00
PROF I L.E SCALE HORIZONTAL VER CAL 1 "=4 0
LINE A
6"�, CURVILINEAR SIDEWALK NATES:
IQ67068.46 TC 1o6s.a6Tc _ . _ . CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED W CONFORMANCE WITH STD. DWG. No. 114. THE GENERAL. LIME AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE PLAN.
6 FL 1067RO FL _
"g APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE W THE FIELD AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED
ti �s � BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FIK0L CONSTRUCTIQN. THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS
oZ ` EASMENT LINE o•cF PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR CHANGES ARE PROPO$FD IO THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED LINED PLANS
LANDSCAPING 1067.6 �, as -FEDICATION �a67.86FL DSCAPItiG SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOYR NOTICE IS GIVEN TO THE CITY,
- -� \ -
0.CF O"CF 0-CF
1067.57 FL 067.78 FL
(PEA CITY STD E JOINT
PROPOSED SNY PROPOSED S,1N 5V1 I 1 6' 1 Q Q' 6' S'
A
8"CURB-BCR �' _
O.C. ,C. O.C. O.C. O.C.
1067.17 TC \ iliiN
1066.50
J I
91-1 LL J
U-i
c- �
e- 7.83 R N U (D ( V
CLEVELAND AVE. DETAIL a-sem show ;�� 6Fi �, O o V- o ot W " .
Id; � Ui r
U Ui Ls_
h�0�I V'�lf4f Ui
40 0 40 80 120 �' co O 010 V "o Co Lj t p Ci
(SEE SHEET z FOR W PANATTONI ON SITE �'����� 1100
`' Do I nn � + coo cerci ~ I I a0 �
I ' U r- O�O a r 00 Li I U
IMPROVEMENTS) IMPROVEMENTS PER SCALE: 1 = 40 } 00 �
i I; I ,I t II 1 Q1 rf' O o �Op' c*j ~
/ I i �� ..:, I _t j I E \ i`'' l '--'' '� `�.__. `' --.... --- -- _.:_._.. v `__-- ---..._. �..�� - ;-/ /_._. - (� + � I i� e� O % `a"
<'..; , - r 1- - - - -__ . _.__ -- __ _1064.77 I Y- t2 IN _ -,' co: O O +
- _
1 -
1 ti, f .- . . � - 4-- L - - - --_-- - - _ -- ~j �o c0
.
11
STA 19+'A .15 - 1 - . - _ _ to ,� co
__ - - -
� 4. 7 1N 2 'DU '� �' --
- _ - - - -- - _ _ _. o ¢ a
_ _ -- ----- -- -• - - - _ »�, - r-
-., -
_ ,.- 1 . ,� --- I F.. - ,_ __ - - _-� - - ---- - H O O
ti _ .=_
________..__ _ _a _....._-.k , . .._. ._. _ ._ ___. -_ .. . . .. ___ __..4__ _ .. _ _. -__ ---�-- ___-- -__�___ _____ ��_ __ 2 HDPE--LR ------__
1065AL
__ _v__-___. - ��- ___ - -_. �_ ._-__- .._.._ ..- _ _ .-__..__._.�-rt,r _ �:_ ., a,._.. - _ DEDICATION �- _ - -- _. - - -
F ,, - ----- __._ - G,. - - _ - --- TTONI N
- •-
SEE 2* t- 8 -- -- _ _ - -�,, -- _ . _ OR_ w -- ;' - - - -PANATTONI-ON- ITE _ _ I---
-4
T I C GP -- - EXISTING DEDICATED _ ;, - -EPB / __ _ EPB = ARCEL INE _
FOR I PR VEM N S - -_ _ ____-= =- = GRADING-PLANS------ / 24 GUTTER
-7 W b i
8 SID ------ Y �-_ \ CATV CATV 5 ' _ _` _- --- - __ -_-:---_ -- - 5 -_ - -----may= __ . _
P_ P� -TRF -- - __ - ---_ -_-- -- _ - - t� - - -- - - 1 -
_ -�ASEMEPII- -' - - ---__ __ --
_ __--
- -- - - - - 8 $ -- - ---- ___ _ - �9 _-
- -- .
_-.
TPS
-- _
__-_--------- - -__ - _.
I
I ' W C - � _-_____ -- Si N__--- - --- - ____ 8 - - 2 (
_ __
1 - - - - - -
- GPI ; ---- -� 2 G - --- - - - - _ 2
- -a -"- - "-' -- - -- - --- - - -- - -
__+: ---__
i _i-.. L.. .. __._ .... _.- -__.-_`.__ - -
- - ._-. _-... _ _ r. .. _ _ - _.
n
-. _. ,_._ __ -..,_ ---4- _.__.. -- _ -.. ., - - - - v
- �, - -T-7.._ �i..�.-_-_ �... -s , .r. _ _.
-_ ,_ rt r . , _ - FOh �4h
fi , _ _ - -
3 5 _ _ . - , - �- O
�. , EL C TVP. D �TYP - i� - - O F�
S707' I
_-__--z:_;
k 6 16V 9,
-1 I - 11 ._ 6
t LT
w _ _. S
:.
___ _ N- -
1 O I I ,� I \ 4 - ` Y v _ --_.___. C \\^ Y /\ -- 1 Y ) ., C)^
V - y
\ - - ' `�
r 10 i_ -'' o0 17 --
r _ -- --- - - T-- - -- _--- -- - 7 _ 16 TVP. 6 _
- f �. h ;_ �:1.-- _ - - - ,- --0 --- - ---- --- - ---- _ - RIM LSV=1___ .1 „ r -
_ _ - LOCAL DEPRESSION
.ir __c -_ --- _ - T.
- -- -- -- - _ ---- --
1 7
-
:h 1 P -- JOIN EXISTING -- - ----_ -- �� ��
i
S, -
f
_ AIL A
i °� ' � 1 f~ M - - - -- MENT i -�064.35-INV a 2-fiDP€-IN - -T- �--- - -
4 - PAYE DETAIL T
�., 10 0 , f ' ' ' ^ 1064.33 INV-(18 RCP OUT)
3 _ ---
0 1 __ _-- --_._-
2 00 _._.. `_ 1 3 � . __ - - -- - - __ 14 0 .- -- - --tet - - __ _ - - 16+ -- - -__- ------- --- ------ --- -- - - ___ _ _
- - - 5+0 -_ -_ -- QQ - -
-- - -- r
- - �_ - _ 4 _ - - _ - _-
W - __ -
,_- I - yE PR --7- �- =- __:� _ _. - - � { -'- --- - " ---- � -L� _ � � "
_ SEE-ABO @FII E � -- - L , t L i ,
k' U It U =_ C�i - w 4 _ -- -
_ r _ xm. -- - - ----'-- - - . _ �o63 3Q NY $ i -- VE PROFILE*-- _ - :,- - _ CURVE TABLE
- -
x F
1 v' - -- _. _ 7 ---- -
Z t `-`� �7 W U O c" W N OR UNE�`A -_ o - m_-.__ I � �___- 1 - - -=- -
-L , _ �w 0� _ � W (1oso.72 INv.-so oR LINE a ?w CURVE LENGTH RADIUS DELTA
STA 20+00 6th STREET = ,- 8,- � -____o _ ._ o W w cr- _ N L TANGENT m
t- _ r 7-_- -�_ U O �-1 _Q (9 M O Y
r \ m .� .� z -0 ca U o m �- . - _- • U -..� o rte' -� - o __-, _-- - - - - - _z a__--- - EXISTING M -, t--� , >+ a
STA +00 CLEVELAND AYE. U,- ! ¢ Z II U r• m o - TREE a C 54.62 35.00 89 2514 34.65 0
Ln �+-a o U o� ~- o I co U rn F_ - U W W
I :. "` ! ,cl J1.! 7 + r + oV~I -' r, o I f- a,, + � �,-,t.,, + r14-� a o o Z o cq Li-o N W D 20.42 13.00' 90'00'00" 13.00' ANj - _+- - _ _ - - Z -
41- • -- 0 - ------- - r- -- -- T - -- " : - --T-- - " -- 11 , _ �_ __ __ 20.42 13.00
Viz.- - ---- r -F -F oD -- _ _- ----- -._ - - _- V _ Z �- _..-- 90'D0�00 13.00 0
- -_r__. x�,, .-- o"„ 6' co ca o + �- - "- + _. _- --- - r- __Q �[ co T Q r V1 to 4, -
_- ---- -- -_ -- -- -- r -
o co m a `� 0.66 84.48 20'47 29" 15.50'
- -- - -- �p f- o 0 10 <0-11 �__ - - t- u - -- o - -. .� ---- _ -- p. ID
P 0 <0� -- - -------
`,_--- R r o -- f a X SC 4r Y,I '
__ _Sly._. - - -
CN
". - : - - _._,. -'� !_- --- - --- I- - _ 15.74, o
_ �- 1 5 11 LD a __ _- -, ¢ . G 31.12 84.48 21'06'21"
--- -- - 4r7 -
_ _-._- rrJ- _ --- C -- - - _ ___. - -- - _--
__
p- -- _ -_.--- --'- - - -
N T R T _ - -- -- - -- - -- -- --__ - -_ -- -
CO S W I N\ N ) ES z r --- - -._ - _ ____ - ,- _ - _ --- __ - - - - _ DATE: 02 9 6-05
- nth sE l
.__.. - N
11 CONSTRUCT DRIVE APPROACH PER CITY STD. 101 . DRC 2002'-00132 -- APPROVED 6--19--02V,
1�-PROTECT EXISTING IMPROVEMENT IN PLACE. 12 CONSTRUCT DRIVE APPROACH PER CITY STD. 101 0
' 22 INSTALL 29' STREET LIGHT POLE (AMARAN
MODIFIED AS SHOWN. MARBELITE) WITH 4` STANDARD MAST ARM @ @FES i CITY OF RANCH 0 CU CAM ON GA o
REMOVE EXISTING IMPROV0- EMENT. 9,500 LUMENS. �QR ONgI BASIS OF BEARINGS BEN H A It
0
13 REMOVE & REPLACE EXISTING CATCH BASIN AND ��` SAR Yf F C M RK 1
CASE "B" LOCAL DEPRESSIONPER CITY STD. 300 Q� ��, PLAN & PROFILE V
3a-SAWCUT AND REMOVE INTERFERING PORTION OF IMPROVEMENT. 23 INSTALL 29 STREET LIGHT POLE AMAfiAN N
( _ No.65838 y Z n
AND 307. (W=19' ,10"CF) . MARBELITE) WITH 8' STANDARD MAST ARM @ `�' Exp.t / ./05 v BEARINGS ARE BASED ON THE BENCHMARK NO.: otsss STREET IMPROVEMENTS W
* ,... CENTERLINE OF SIXTH STREET AS ELEVATION: 1065.57 TO
0-RELOCATE EXISTING IMPROVEMENT. 14 INSTALL 18" R.C.P. D.LOAD-1500 rPj ,Qj�'1 9,500 LUMENS. 0
DIAL TOLL FREE s SHOWN BY PARCEL MAP NO. 14647 0
5a-ADJUST EXISTING IMPROVEMENT TO NEW GRADE. 15 CONSTRUCT CURBSIDE DRAIN OUTLET - 24 RELOCATE EXISTING STREET LIGHT PER CITY t-800-4224133 AT q�F CMI. ����� ON FILE IN BOOK 177 OF PARCEL � DESCRIPTION: o
LLASTTWODAYS OF Cp��FO PAGES 90-96 THEREOF, AT S/W COR. 6TH ST. & CLEVELAND 6th STREET 6
MEDIUM CAPACITY PER CITY STD. 107-B. OF RANCHO CUCAMONGA STANDARD ° x BEFORE YOU DIG MAPS, AVE 1 FT. W OF W END CURB F
O-CONSTRUCT TYPE "A2-8" CURB & GUTTER PER CITY STD. 104. REQUIREMENTS, r. . RECORDS OF SAN BERNARDINO ( ROM CLEVELAND AVE. TO 800 EAST)
16 STREET TREES SHALL BE INSTALLED PER THE NOTES UNDERGROUND SERVIC:ALERrOFSOUTHE&NCA.IroR.�La COUNTY, CALIFORNIA, BEING RETURN, 3 FT. E OF COLIC. LIGHT I
AND LEGEND ON SHEET 1 . 25 CONSTRUCT LOCAL DEPRESSION PER CITY OF N.89'31'48"W. STANDARD; 0.5 MI. E OF HAVEN APPROVED BY DATE 9' D1 Z
7�-INSTALL 5" AC OVER 6" CAB .
AVENUE AA&���� 1
RANCHO GUCAMONGA sr0. 307 CASE s.AND CITY ENGINEER R.C.E. N o.F-4 ..
17 CONSTRUCT JUNCTION STRUCTURE PER CITY OF DETAIL HEREON.
8�-CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. 103 AND 114. RANCHO CUCAMONGA STD PLAN NO 328 CASE 2. NOTE' DESIGN R�0 MENDLD
,; v
18 CONSTRUCT MANHOLE No �1 PER CITY OF 0
3 L o
RANCHO CUCAMONGA STD PLAN NO 318 PROPOSED STREET LIGHT POLES FINAL LOCATION AND - ' I
9 CONSTRUCT ACCESS RAMP FER CITY STD. 102. DRAWN SHEET
19 INSTALL 27" R.C.P. PER CITY STANDARDS. D,LQAD=15Qo CONFIGURATION, AND EXISTING STREET POLES RELOCATION PER `_
Engineers/ Planners/Surveyors 3�OF 6 W
10 CONSTRUCT CROSS GUTTER PER CITY STD. 106-A. EDISON APPROVED STREET LIGHT PLANS. 9201dAINSTREET.SUITE 650.IRVWE,CAB26,4
20 CONST CONCRETE COLLAR PER CITY OF RANCHO CHECKED 0 TEL(aas)4s6om Fnx(sas)ase-077a DRAWING N0. 0
CUCAMONGA STD. PLAN N0. 329. DESCRIPTION OF REVISION DATE APPROVED I 245E.WARMSPRINGSROAD,SUITE100.LASVEW,Nvas,ts cP.033 �
(I TEL(702)W-1404 FAX(702)866-6605 a
. .
. . . . 11 . . . . . . . . . . . 1 . . . .
. . . . . . . . . 1 . . I —. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . .
. . . . . . . . 1 . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . . . . . 11 . . . . . 1 . . . . .
. . . . . . . . . . . 1 . . . . . . . . . . . . .
. . . . . . . 1 . . . . . . . . . . . . . . . . .
R/W 11 +50 14+00
s4. 1074 W s , 1074 R/W 16+00 17+50 18+00
1072 1072 R/W R/W
1080 1080 1080 1080
W 1072 w 1072 1078 1 1078
1070 1070 CL
F I
s' 1 1018 1 1078 1078 1078
1066.41 TC 1070 1070 1076 1076 I I
1068 �, 1068
�"I 061.70 T 1076 1 1076 1016 1 1076
- - 1068 1068 1074 1074
1066 1065 \ 1074 \ 1074 1074 \ s 1074
1066 1067. 2 EOP 1066 1072 1072
10 6.51 E P j
1064 I 1064 ( s 1 Q. 9 T
I 1 s 1072 1072 1072 47> 1072
M N 1064 x064 1070 ' 9 1010 \ 1069
7 T
1062 1062 C6 100
�
o Q 3'6 _ _ 1070 _ 1070 1070 _ 1070
1062 X062 1068 - 1068
-60 -40 -20 0 -60 -40 -20 0
1 68.29 OP 1068 1068 1068 1068
1066 1065 1 68.81 OP '1368.91 OF
11 +00 13+50 1
R/W R/W cv 1" 1066 1 1066 1066 1 1066
64. 1074 s 1074 1064 0 0 � � r- no
1072 1072
I�
' 1072 1072 -60 -40 -20 0 1064 115
1064 0
w
1070 w 1070 s 15+50 -60 -40 -20 0 -60 -40 -20 0
1070 1070 R/W
1068 JL1 1068 L`' 067.50 7 � R w 17+00 R W
18+20.33
1 66.09 C
_ 1068 �, _ 1068 1018 1078 1080 1080
1065 .073'0 - - 1066 1. 83'a
I 1067.3 EOP 1 1078 1078
1 5.95 E I 1066 1 1066 1076 1076 1 \1078 1078
1064 1064 1 1076 1 1076 \ j
1064 M "4 1074 1074 10X6 1076
II
1062 n (^ 1062 �A 0
1074 i 1074 \\
1062 `1062 1072 1072 1074 1074
1060 1060 -60 -40 -20 0 \ \ \
-60 -40 -20 0 1070 7 3 1070 1072 1072 1072 \ 47'
13+00 _ 1)68.29 c 10724 . 069.3$ TC
1070
1074 R/W 1074 1068 - 6 1068 �. a 7 _ 1070 1070 1070
ZPLI - 1.1
1 8.11 E P 1068 1068 - -
1072 1072 1066 -j 1066 1068. 3 EOP 1068 1068
9.00 OP
8 1066 1066
1070 1070 1064 o I Q (� 1066 1066
to 1068
1066-63 FL 1068 1062 o a 1064 1
_ 0 0
T 59a -60 -40 -20 0 -SO -40 20 ^0� 1064 o
1066 ' I -60 -40 -20 0
067.11 EOP 1 106 15 00
R/W 16+50
1064 1064
I
10 1078 1078 1078 1078
1062 1062i�f ( 1
0 1016 1076
-60 -40 -20 0 1076 1
1076
12+50 1074 11074 1074 11074
R/W 1
64. 1072 1072
1072 � 6), 1012 � .9 1072 \ 1072
w �` 1070 1010 '
1070 $ 1070 - 00.10 TC 1070 / 7 1070
7 r- _
1068 �� ` - - 1068 1068 3 1068
1068 I 1 67.06 w 17 1068 10 38.53 E
--. _ 1 1066 1 7. F 1066
bf` 1066 1 11066
1066 1065
1 66.87 EOP 1064 (to I
1 acq 1064 y°'
1064 1 1064 o io
n n 1062 -60 -40 -20 0
1062 1062 -60 -40 -20 0
o
DIAL TOLL FREE o
1-800-422-4133 AT N
-60 -40 -20 0 R/W 14+50 c LEAS I'I WO DAYS
BEFORE YOU DIG
1076 1076 0-
R/W
12+00 IJNDERGROLND SERVICE ALERT OF SOUTHERN CALIFORtiLa n
1074 1074
1072 s 1072
w 1072 1072 x
1070 $ 1070 �� �oQROFESS/p DATE: 02-16-05
C
066.74 1070 1070 ,� y
1068 I 1068 106 .90 TC a NOo
1068 , EV., ' CITY F RANCHO 068 ,� �,, ♦ 0 C 0 CU CAM ON GA
1066 1066 s,�, trn� P
BASIS OF BEARINGS BENCH MARK N
�01FCALIF�
1064 106668 EOP 1 1064 1065 061.76 OP 1 1065 BEARINGS ARE BASED ON THE BENCHMARK NQ.: 01666 STREET AND STORM DRAIN IMPROVEMENTS
I CENTERLINE OF SIXTH STREET AS ELEVATION: 1065.57 TO
1064 SHOWN BY PARCEL MAP NO. 146471 / T-u
o ON FILE IN BOOK 177 OF PARCEL AT S/W COR. 6TH ST. & CLEVELAND CJ / !�. STl?EET z
1062 0 1062 8 MAPS, PAGES 90--96 THEREOF, AVE, 1 FC . OF W END CURB 0
�`� 1062 RECORDS OF SAN BERNARDINO
-60 -40 -20 0 -60 -40 -20 0 �� _ RETURN, 3 FT. E OF CON(; LIGHT �
HORIZONTAL SCALE: 1 - 20COUNTY, CALIFORNIA, BEING V)
STANDARD; 0.5 MI. E OF HAVEN APPROVED BY DATE z
6THSTREET VERTICAL SCALE: 1" = 41 N 89 31 48 W. AVENUECITY ENGINEER �-t'etM91-WIJ.�4-R-C.E- 0.24953 %
DESIGN RECOMMENDED
EIN :
I
DRAWN ENGINEERING SHEET
Engineers 1 Planners I Surveyors 4 of 6
1920"N STREET.SUITE 850.IRVINE,CA 92614
CHECKED JZ TEL(949)486-0777 FAX(949)486-0779 DRAWINf * NO.
CITY
DESCRIPTION OF REVISION DATE 245E,WARMSPRINGSROAD,WTEJ00.LASVEGAS.NV89119 ab. 3
APPROVED [i TEL(702)W-6604 FAX p02))866-6605 1
a
CLEVELAND AVENUE
R/W 17+00
1076 1 1076
R/W 10+50 1074 I 1074
1094 109434' R W 16+50 R/W 19+00
8+50 1072 26' 1072 1076 1076 1072 1072
1098 1098 1092 I 1092
I I R/W 12+50 1070 _ - J 1069.31 TC 1070 1074 1074 10101070
1096 1096 1090 44, 1090 ` 87�° - good
34
�9 j ,
1088 1088 1068 (10 9.25)F wear 1068 1072 6 1072 1068 26 1068
1094 44 1094 1088 1088 I 10 9.21FL 1066. 6TC
34 1086 1086 1066 1066 1070 2 0 _ 1070 1066 --- 0.66 1066
1092 1092 1086 1086 is
.02 1 84.7 ° 1084 1084 0 0 1064 1065 4 FS WQUT 1064
l - s - 1064 _40 -20 0 1064 1068 wcu'r 1068
1090 \ 26 1090 1084 1084 14+50
2.24 ° - t 1082
0 5 C 1082 R/W 1066 1066 1062 ci 1062
im IM LO 111)
1088 WCUr 1088 1082 (� 1082 1080 8 ° 1080 1082 1082 1064 6 its
t .
064 1060 1060
wear -40 -20 Q
1086 I 1086 1080 1080 _ ._ _ 1080 1080 -4Q -20 0
10 1078 1078
I� -40 -20 oI 16+00 1.8+50
10$4 to 1084
t° `°C:) 1078
1076 -I-� 1076 4 1078 R/W R/W
" -40 -20 0 10+00 0 � � _ 1078 1078 1074 1074
26'
R/W -40 -20 0 1076 1076
74.E IC 1076 1076 1072 1072
8+00 1094 1094 .30%
11, R/W 12+00 1074 1074 1074 1069. 4 FL 1074 1070 �"? 34' 1070
1098 1098 1092 I 1092 1090 1090 (10 4.35)F wcur 6'
I 1072 1072
11 1072 1072 1068 1068
1096 1096 1090 44 1090 "'• "'•
44 108$ i 1088 1070 0 0 1070 1.92%
1070 1070 1066 1066
1094 ` 34, 1094 1088 0 � 1088 1086 1086 -40 -20 0
' � � R/W 1068 )70.30Y S wGUT 1068 1064 -SXwear 1064
1092 �� to92 logs ' $5.7 c 1 1os4 - � 70$4 14+00
26' 1090. FG ° -
086 1084 1084 h�
0905 C cli
1-o 085.76) S 1 81. 1066 v 1066 1062 - 1062
1090 2.77 1090 1084 1084 1082 ,� f ° _ 1082 1082 I 1082 - =::C
° -' WCUT I -40 -20 0 -40 -20 0
-�
1088 Wcur 1088 1082 1082 1080 `108 .71 FS
2'
IT 1080
ILO10$0 34 loso R/W 15+50 18+00
1086 1086 1080 `" 1078 ( 1078 26' R/W
'- -40 -20 0 1080 cO 1078 1078 1074 1074
C) o 1078 1078
1084 1084 1076 -40 20 0� 1076 1076 1.7590 - I 1076 ) 1072 I 1072
-40 -20 0 R/W 9+50 1076 1076
1096 1096 10 6. 1 FS WCUT 34
11 +50 1074 1074 1070 410- 1070
7+50 R/W h� I� 1074 26, 1074 406 70FG
1100 1100 1094 1094 1072 1072 1068 - 1068
1090 1090 0 0
1072 1072
1098 1098 1092 1092 -40 -20 0 0 1066 Wcur 1066
44' 108$ I 108$ 1070 � 1070
1 70.93 G
1096 1096 1090 1090 -� R/W 1 3 �-50 � T 1064 1064
1086 1086
10942-1
002.26 FS 1094 1088 /1086.56 Fc 088 1086 1086 1068 I 1068 o (o
1062 1062
-� W r 1084 1084 1066 4n v) 1066 -40 -20 0
091.41 C
2.3276 ' - 1 82.0 1084 I 1084 0 0
1092 1092 1086 -2 10$6 2.8 °
1.339° rt'
_ - W�►r 1082 ;--,:_� .. �.. �. 1082 10$2 70$2 -40 -20 0 17-�50
wear 34' R/W
1090 (109 .26)FS --rt iQ90 1084 ( 1084 1� (1082 74)FS 1080 26
1080 1080 R/W 15+00 1074 1074
1088 I 1088 1082 � 1082 ^ �, 1078 4T('
M N -40 -20 p� 1078 1078 1078 - 1078 1080 1080 1072 AI 1072
1086 0 1086 -40 -20 0 1 g S _ I s
n 1076 'CUT 1076 1078 1078 1070 1070
-40 -20 0 J+00 � 106 69TC
R/W 11 +00 I -
t 1/0 N
1014 1074 1076 i 1016 1068 1068
7+32 1096 1096 1092 1092 =
26 --r '
1072 1072 1074 1074 1066 wear 1066
1098 1098 1094 1094 1090 I 1090 -40 -20 0 / 072. C
0
1072 0.39Y 1072 1064 co 1064
1096 1096 1092 44' 1092 1088 1088 R/W 13+00
1 72.30 �`? � o
-40 -20 0
I %A• 1tiCtJT
1070 7070 DATE: 02-16=05
ZI
1094 32.75' 1094 1090 \ 1090 1086 26 1086 1086 1086 �,
1091. 30 fL . 6TC 73FG 1 4 / 083.7 TC i 1068 0 1068
1092 1092 1088 � 3 3 ° 1088 _ 1084 1084 I 1084 -40 20 0�
�9°
n
192, F 2' r 1(83.71)F'; -- wcur Ci TY OF RANCH 0 CU CAM ON GA g
1090 1090 1086 1086 lost 1082 1082 26, 1082 BASIS OF BEARINGS BENCH MARK
I I 70$0 I.- 1060 `~ 1 2T BEARINGS ARE BASED ON THE BENCHMARK NO.: 01666 STREET AND STORM DRAIN IMPROVEMENTS W
1088 o I o 1088 1084 n 1084 cc? 1080 - - 1080 ELEVATION: 1065.57 TO
�, 1.738; CENTERLINE OF SIXTH STREET AS
SIS 0 0 0 o SHOWN BY PARCEL MAP N0. 14647, DESCRIPTION:
1086 1086 1082 `� 1082 1078 40 20 0 1078 1078 CUT 1078 ON FILE IN BOOK 177 OF PARCEL AT S/W COR. 6TH ST. & CLEVELAND CL.EVEL.AND A VENUE Z
-40 -20 0 -40 -20 0 - - S MAPS, PAGES 90-96 THEREOF. AVE, 1 FT. W OF W END CURB
RECORDS OF SAN BERNARDINO
COUNTY, CALIFORNIA, BEING RETURN, 3 FT. E OF CONC. LIGHT - z
1076 I 1016 b STANDARD; 0.5 MI. E OF HAVEN APPROVED BY DATE OS z
Ste' r, I•� N.89 31 48 W.
AVENUE CITY ENGINEER /� R.C.E. No.24953
1074 0 1074 DESIGN RECO M N ED
1N6 li�•jFi•� .-
AL TOLL I FEE SI=I Q
IN
00-422-4133 AT _ .� HORIZONTAL SCALE: 1" = 20' _
ASTIWODAYS CM � DRAWN SHEET �
n7- 1,LLfit i1ORt>YOU ING ���� VERTICAL SCALE: 1 = 4' Engineers/ Planners/ Surveyors 5 F 6
1920 MNN STREET,SUITE 8W.IRVINE,CA 92614 �
[RJDF.RGROIR DSERVICEALERTOF50UFHERNCAL(FORNIA CHECKED pjj TEL(949)486-0777 FAX(949)486-0779 DRAWING NO.
DESCRIPTION O F REVISION DATE APPROVED p 245 E.WARM SPRINGS ROAD.SUITE 100,IAS YEGAS,NY 89119 c,D 3 3
.. Q TEL(702)866-6604 FAX(702)866-0605 - r1