HomeMy WebLinkAbout2165 I
k
4
t
AENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO °�--
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION — CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS.
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO ` �
THESE STANDARDS AND SPECIFICATIONS. law
law
LU
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES WATER A A
WILSON AVENUE
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE
RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE AIL
SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED I PLACE AS REQUIRED AT NO
COST TO THE CITY OF RANCHO CUCAMONGA. T
SITE
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH SUMMIT AVENUE
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER O NOT SUCH cn <
FACILITIES ARE SHOWN ON THESE PLANS.
_ _ __ __ 0
. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, = --= --= — —=_____�= — � -- �-==- ----�— - ===-==�---�----�__ w
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT `= "�=' �� _ �_._ _ _ Q
EN OR CONSTRUCTION WITHIN ANY m H IGH LAND AVENUE
CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY.
AA
5. ALL GRADE STAKES SHALL BES BY THE CONTRACTOR OR ENGINEER. PAVING STAKES _ _.n:.m __ _ }_ . m___ ti: : _ ..e - ;.K :,,:.. : ...: ,
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB— CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION.
GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES ¢ ° a { n
MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. �. r
VERIZON (760) 245-0330 r ��
16071 MOJAVE DRIVE BUILDING A
PHONE OR OTHER UTILITY LATERALS, AIS, O e
6. ALL SEWER, WATER, ELECTRIC, GAS, �
VICTORVILLE, CA 92392
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. (559 � ` � �
VI'INITY MAP
SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965 l: TRAu ;,, .-,
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING,.
16231 VALLEY BLVD. __. �/�
ORIGINAL GROUND AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF , 2BG196�0 0FONTANA, CA 92335 UV�o Q .
RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE NOT TO SCALE
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF
BASE CHARTER COMMUNICATIONS 951 343-5165
MATERIALS AND/OR SURFACING. ( )
/ 6680 VIEW PARK CT.
RIVERSIDE CA 92503EGEND
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL E SUBMITTED TO THE CITY �r
ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL
CONTENT AND GRADATION OF ASPHALT PAVING.
SOUTHERN CALIFORNIA EDISON COMPANY 909 357-6585
7951 REDWOOD AVENUE _ ';`;
.--_ � �~-- a pal p
.... .,., :.,ti yea PR. �\\.,:.` ``\. ` \ `:;bl ;�t�p i �:... p
FONTANA, CA. 92366 f __ � --��,. ��. ..y.. . -. , ., , , ,r,�t..< ` � w SHE CUT OFF
9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS — .
L REPORT SHALL E SUBMITTED TO THE
TRACT BOUNDARY
CITY ENGINEER LISTING ALL TESTS ORDETERMINATIONS COMPLETED TO VERIFY. R VALUE,
CUCAMONGA VALLEY WATER DISTRICT 909 987-2591 , °.. . .:: ►
SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ( ) `� .
10440 ASHFORD ST. I
G.B. G D E BREAK
RANCHO CUCAMONGA, CA 91729
10. PAVING SHALL BE PERFORMED I ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN a` _
r T.G. TOP OF GRATE
TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. __. __ _
10808 FOOTHILL BLVD. 120 909 880-0222 �' ;t �: i` � F.G. FINISH GRADE
MARKS CABLEVISION 909 987 6275 ,
WHEN IMPROVEMENTS 11. 0 EMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY T.C. TOP OF CURB
RANCHO CUCAMONGA CA 91730 ,
MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE
ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE
R.P. RADIUS POINT
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. METROPOLITAN WATER DISTRICT 951)776-2675 ' F.S. FINISH SURFACE
v e
700 N. ALAMEDA STREET MONDAY THROUGH THURSDAY)
LOS ANGELES CA. 90012
12. IF THE ASPHALT CONCRETEIS TO BE PLACED ON SUB—GRADE, A SOILS STERI T REGISTERED t , �, ''� ► H.P. HIGH PAINT
' CONTACT. DAFFNEY IVERSON O MIKE UIO16M 1 SHEET I
BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE 3 TE OF GRADING
MANUFACTURER'S RECOMMENDED TE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. `' I
�` `r ` ' F.L. FLOW LINE
�6t t\{ FR a
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF tr. ,�1 t p►p T.B. TOP OF BERM
itR ; !F
It 6
THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF
yet T.R.W. TOP OF RETAINING WALL
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY ';
THESE PLANS WHICH IS NOT SPECIFICALLY LISTED I THE ESTIMATE OF QUANTITIES SHALL E ®�` a . ! T.F. TOP OF FOOTING
CONSIDERED AS INCLUDED I THE OTHER ITE S OF WORK. �4 � 25% 1 k �'. f I t, � �� L D LANDSCAPE MAINTENANCE DISTRICT
Q
R/W RIGHT OF WAY
14. STRE SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BEo aa O B-99
II�. ;►I
CONSTRUCTED AT EACH INTERSECTION,
r C CENTERLINE
�; 2 l;l, .,l �
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR �NQ�� M�� I ;'! I G.F. GARAGE FINISH FLOOR
THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON ¢' `� ;°°�°-, S.D. STORM DRAIN
REQUEST REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY SCALE I�` a4°
ENGINEER FOR APPROVAL. IL
t OPE
SLOPE
!tt°...m.P
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLYCOMTTWIM NOIES AWQUminwE811MTE b H E E �' m IGO t I ; _ i,. TOE OF SLOPE
STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE 1 CONSTRUCT CONCRETE PAVING PER LANDSCAPE ARCHITECT PLAN 6,890 S.F. °` " ' i c :
INSPECTOR.
t I BVC BEGIN OF V ICAL CURVE
1 CONSTRUCT CONCRETE PAVING PER LANDSCAPE ARCHITECT PLAN AND 2,750 S.F.
STRUCTURAL SECTION ON SHEET 3 BIKE PATH MOVC MIDDLE OF VERTICAL CURVE
17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT E ( ) EVC END OF VERTICAL CURVE
PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED 2 CONSTRUCT ROCK COBBLE PAVING PER LANDSCAPE ARCHITECT PLAN 19,990 S.F. EXIST. EXISTING
ALL ON—SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN— 3 REMOVE EXISTING POWER POLE/GUY ANCHOR ( Y OTHERS} 7 E.A.
ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS— RETAINING ALL
FACTION OF THE CITY ENGINEER. 4 REPLACE EXISTING STREETLIGHT POST (BY OTHERS) 4 L.F.
18. PROVIDE A MINIMUM OF 3" CONDUIT FOR FUTURE FIBER OPTIC USE 5 CONSTRUCT CONCRETE DRAIN PER DETAIL O SHE 3 678 L.F. 1 DENOTES SURVEY MONUMENTS FOUND
ON ALL STREETS WITH CONNECTION THROUGH THE PARKWAY TO EACH LOT I CLOSE PROXIMITY OF THE PROJECT
OR PARCEL (FIBER—TO—THE—CURB, C). SEE DRY UTILITY PLANS FOR DETAILS. 6 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107—C 1 E.A.
(A-13=52, E—F=4.24, & W=3')
JOIN PROPOSED SIDEWALK PER CITY DGW. NO. 1993, SHEET 3, REVISIONS 5 1 L.S.
8 CONSTRUCT 24"x24" GRATE INLET (BROOKS PRODUCT X2424 O APPROVED EQUAL) 1 E.A.
9 CONSTRUCT 18" RCP STORM DRAIN (D-2000) 46 L.F.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 10 CONSTRUCT DG PER LANDSCAPE ARCHITECT PLAN 8,320 S.F.
SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 11 CONSTRUCT TURF BLOCK WITH DG PER LANDSCAPE ARCHITECT PLAN fi80 S.F. 8FIET P00(
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY HODS 12 CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105 -C 2 L.F. TITLE SHE O.
TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON
THESE PLANS. 13 CONSTRUCT ACCESS MP AND VERIFY EXISTING CURB DEPRESSION PER CITY STD. 102 1 E.A. TITLE SHEET 1
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 3 CONSTRUCT ACCESS RAMP AND VERIFY EXISTING CURB DEPRESSION PER CITY STD. 102 1 E.A. PRECISE GRADING PLAN 2 &
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE AND STRUCTURAL SECTION O SHE 3
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS 14 CONSTRUCT CONCRETE MOCUB PER LANDSCAPE ARCHITECT PLAN 2,720 L.F.
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAF AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 15 REMOVE EXISTING IRRIGATION BOX 4 E.A.
16 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 18 S.F.
THE CIVIL ENGINEER SHALL NOT B RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S 17 CONSTRUCT ACCESS RAMP AND CUR DEPRESSION PER CITY STD. 102 AND STRUCTURAL SECTION ON SHE 3 1 E.A. I,
AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAF AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 18 PROTECT I PLACE 1 L.S.
"5-
EXISTING SURVEY MONUMENTATION #
CONTRACTOR FURTHER AGREES THAT E SHALL ASSUME SOLE AND COMPLETE
20 REMOVE EXISTING P.V.C. FENCE 23 L.F. f z IAL L
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY
THIS PROJECT, INCLUDING SAF OF ALL PERSONS AND PROPERTY; THAT THIS 21 ADJUST TO GRADE 1 L.S. THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE , 1 -800-422-4133
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT E LIMITED TO NORMAL WORKING 2 CONSTRUCT FENCE PER LANDSCAPE ARCHITECT PLAN 330 L.F. DESCRIBED AS FOLLOWS:
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
AT LEAST M DAYS
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 23 REMOVE EXISTING STOP ISGN 2 E.A. 1 1" IP NO TAG ACCEPTED ASN 1 4 COR., PER Te 12659-1M.B. 214 4-8 AND
CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 24 SAWCUT, REMOVE AND DISPOSE OF EXIST. CONCRETE CURB AND GUTTER 60 L.F. / / QV ESS BEFOIRE YOU DIG
NEGLIGENCE OF THE OWNER OR ENGINEER. R.S. 38/42- 4 SET TAG L.S. 4693 Q� ION,
25 SAWCUT, REMOVE AND DISPOSE OF EXIST. PAVEMENT
60 S.F. " �O �( C, UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
2 . I.P. / TAGR.C.E. 21759, FLUSH, PER TR. 12659-1, M.B. 214/84-88 AND R.S. 38/42-44cv`� � tilp �
26 CONSTRUCT FULL DEPTH A.C. PAVEMENT 60 S.F.
3 FD. 2" I.P. /MWD BRASS CAP STAMPED R.C.E. 21759, 0.5' D W , No. 20596 �`' ��,
NOMS® T ir MAimAr-a 11 ELI Ij
PER TR. 12659-1, M.B. 214/84-88 AND R.S. 38/42-44 Exp. 9-30—Q7 0 0 0 0 %O;F&sum%C Am M 0 1&E"A
1. SEE CITY DRAWING 1803 FOR RELATED STREETIMPROVEMENTS, SHE OF 21 "A""E GRAE)",I NO G PLA N%"'j
2. NOTIFY DAFFNEY IVERSON OR MIKE RUBIO OF MWD'S WATER SYSTEM OPERATIONS GROUP, DATE "/" ��p� A��Fa�� FHELA;
TELEPHON (951)776-2675, AT LEAST 0 WORKING DAYS (MONDAY THROUGH THURSDAY) C
PRIOR TO STARTING ANY WORK IN THE VICINITY OF D'S FACILITIES AND / . STANLEY C. MORSE RCE NO. 20596 MWD PARKWAY LANDSCAPE
_SS/ APPROVED Y: 1 DATE:/Z-12--67
e N�
O C. �,� CITY NGI G :
CITY OF RANCHO CUCAMONGA B.M. No. 149 SIGN molts[ 17320 Redhill Ave. RECOMMENDED
`�' C" � CHISELED "0" ON BOTTOM OF CONCRETE STEP {N FRONT CIff OF RANCHO CUCAMONGA M.R. ! � �Q ,�� Suite 350
4�t 9z��n - �
No. 20596 �,, 10500 CIVIC CENTER DRIVE
Exp. 9-30-07 OF HOUSE No. 13108 ON NORTH SIDE OF SUMMIT AVENUE RANCHO CUCAMONGA, CA 91730 DRAW ' Voice'949-251-8821
0.25 MILES WEST OF EAST AVENUE. 5 C H u LT 2 FAX: 949.251.0516 SHEET
Ph: (909) 477-2700 M.R. PLA sENGINEERS SURVEYORS F
1 L 0`��\� ELEVATION: 1520.898
®F CA�..`F CI CHECKED CE O 20596 DRAWING N0.
DESCRIPTION REVISION APPROVED: S.C.M. DATE -,/_ '7
FILE O 2165
Last Revised: Wed Aug 01, 2007 — 8:41am Last Plotted: Wed Aug 01, 2007 — 8:43am Platted By: STATION59 Drawing: 1:\71100\PG\PG-01.dwg
WILSON AVENUE
11+00 12+00
13+00 14+00
15+00 16+00
-4,
80
80
CD 0
-i- -j-
co
24
0
5
18 12
P/�_, I/C L0 21 21 190,
18 00
603
0: rr) CD 18 18 rAl
G1, .90 LO
>0 18
26 C-4 F- = . G�,-,--.2
- 1*0 j (/) "97
06 !�? Q. 2 �_9
C�) 2
Uj r- W - ::g C14
M 25 C14 I'l-)
LIMITS OF GRADING
U-)
C tTj 1 -7"
z: kol z Uj C5 to(D / =j 4 �&" , I // // -3;
W LAJ .70
EXIST. CURB & CUTTER _j r-r_1 22 tzi 0�
V) LLJ A LLJ _A
A-IN
3
1=7
EXIST. CURB & GUTTER m
Vol
COMMUNITY TRAIL C%4 10 -C-Vf717.42 S.C. --1716.48 -------1111-
5T
20
ec rrl 10 -3-76)-- �10 14-5-TAU TRAIL SIGN 4 P0
U0
------ --------
76 -i-fA--- ------- - ------
.01 1717.40 _L7
RIDGE AM.
17 --------
li� ST. 9 6' Z
7 5F_ - I------- M.W_
D
V 9 1/0
z- -------------------- 2
SLOP �1
715
MAX .......... 14
-71 0__
&ZL9.261
-AN
fS
30 10 1716.
FS JOIN EXIST. BIKE PATH FS
09.1q,
LOPE,?% MAX ea
k 1/UZI.25
FS (1712.55)
71 oj��i 7:!f"
F 7;
FS)
16 1z
V6, //I 1_� 1% 1- , I _ , ra
17.0
PX FS
IKE-" PAT-;��
�7
14.29) EXISTING 7iox "'tMSTI FS
J3 00 0000 BIKE ,
IbIR bu G
A31KE
-,7 t' ------------
A IG9�50 -.--PROPOSED FUTUR
'N 8. TF
pkxr
JOIN EXIST. IG
:�35!�P�
16 1 E �A_TJ i
----------
109-10
W" K LIM
�RLIN�
S 1.
1715.69
7 9
FS
1710
3
FS _1A %.j X x __\11 7:;56 0
`zz:Z
1/7_1 5-.3- 10 14 1708.00 7777� W FENCE
Bor C-4 _a _r, L 0
171 '1" - - - -- Uj
(C=D>
CD FS 1708.7 FS EXISTING LOCAL FEED TRAI
LOPE 2% 7 4.42 . G? 2 F
U
1716.1 1707.50 RIM
0 IS G13 3.1
FS 1707.3 -1-FO7.6 'Nib
221 1/Ub.uu FL a
---- -------------------
INSTALL TRAIL S
c.,1, 4
1707.70 -
pro-rPtIL- .5"VVI/N I
rf� SPRCS A?FEt4D04
FS
JIM 15'
J- V%J
RAI)ING _j--------------
G
TS OF ------
13. 1715 LI
IF-
to
-7
SLOPE 3:1 M 14 7
FS
T200
TRA/`ff
171 .4
F� 00
1711.5
1% lei FS Z 2 Y,
705.4
1710.0 FS CONSTRUCTION NOTES
41
FS
Lx_ (7; 17030 (D CONSTRUCT CONCRETE PAVING PER LANDSCAPE ARCHITECT PLAN
LAJ jC>
W
7.) 1 CONSTRUCT CONCRETE PAVING PER LANDSCAPE ARCHITECT PLAN AND
1 ----,,1708.3 ..... STRUCTURAL SECTION ON SHEET 3 (BIKE PATH)
M
m 2 CONSTRUCT ROCK COBBLE PAVING PER LANDSCAPE ARCHITECT PLAN
z
1704.1
> F U3 REMOVE EXISTING POWER POLE OR GUY ANCHOR (BY OTHERS)
U4 REPLACE EXISTING STREET LIGHT POST (BY OTHERS)
LLI
CONSTRUCT CONCRETE DRAIN PER DETAIL ON SHEET 3
(17'5)--
1706.6 6 -C
U CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107
FJ 5', E-F=4.24', & W=31)
A WILSON 10, 2 1 34'± 0'-12' (A-B=
T05 4
U) AVENUE
U) 05`)_1_1-_-_1 COMMUNITY TRAIL JOIN PROPOSED SIDEWALK PER CITY DGW. NO. 1993, SHEET 3, REVISIONS 5
7
14 U8 CONSTRUCT 24�x24� GRATE INLET (BROOKS PRODUCT #2424 OR APPROVED EQUAL)
1703.
CONSTRUCT 1 Er RCP STORM DRAIN (D-2000)
2 xx Ld
2
<
tk @ CONSTRUCT DG PER LANDSCAPE ARCHITECT PLAN
Co J1 CONSTRUCT TURF BLOCK WITH DC PER LANDSCAPE ARCHITECT PLAN
�l 704.20 xx cr_
2 2%
99.6
S
U2 CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105-C
.j FS X MIN 3: A4A)(
2,% MIN
cn
1 1 14 14 IR; @ CONSTRUCT ACCESS RAMP AND VERIFY EXISTING CURB DEPRESSION PER CITY STD. 102
_6
\),>�� � . ,1":1 2% 3:1 A4AI\< CONSTRUCT ACCESS RAMP AND VERIFY EXISTING CURB DEPRESSION PER CITY STD. 102
,J? 11 z.
eL� 11-1 to ------- 2% AND STRUCTURAL SECTION ON SHEET 3
A41N170 1 /�11/ / 0 9�
------ -x" k\ U4 CONSTRUCT CONCRETE MOWCURB PER LANDSCAPE ARCHITECT PLAN
(0
\3 FS / / / / g(\; SECTION ( A @ REMOVE EXISTING IRRIGATION BOX
470 1.9 NOT TO SCALE
Q J6 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT
FS 0
1701.8 16 U7 CONSTRUCT ACCESS RAMP AND CURB DEPRESSION PER CITY STD. 102
FS @ PROTECT IN PLACE
'INN WILSON 10, 1 O'±-33'± 12'
--------------
_'*_�AV�ENUE� COMMUNITY TRAIL EXIST. BIKE PATH
UO REMOVE EXISTING P.V.C. FENCE
C1
<Ld ADJUST TO GRADE
3
Ld 22 LLI-L @ CONSTRUCT FENCE PER LANDSCAPE ARCHITECT PLAN
0
<
Er-
REMOVE EXISTING STOP SIGN
6 T
/A >-t SAWCUT, REMOVE AND DISPOSE OF EXIST. CONCRETE CURB AND GUTTER
2% a--L 0
MIN 3:1 A4 X 0 SAWCUT, REMOVE AND DISPOSE OF EXIST. PAVEMENT
A
A9:- =>
_%Q M/N T
- 4�_ // :E x _j CONSTRUCT FULL DEPTH A.C. PAVEMENT
1696.8 LU-t
0)� S 2%
Q
FS/G ------ 3: MAX
2Z
---- M/N
6%j
N, SECTION
46
--r6 GRAPHIC SCALE U NLiA
C v1m
KA
NOT TO SCAL ITY OF RANNECEEO CENCAM'
E
6 9 F),)- 80
><
Ld
20 0 10 20 40 NOTES:
F- HAU NmG PLANO%
U') OIL-m_m-- PRECISE G "61
>< C, It 1. SEE CITY DRAWING 1803 FOR RELATED STREET IMPROVEMENTS, SHEET 8 OF 21
2. NOTIFY DAFFNEY IVERSON OR MIKE RUBIO OF MWDS WATER SYSTEM OPERATIONS GROUP,
IN FEET MWD PARKWAY LANDSCAPE
TELEPHONE (951)776-2675, AT LEAST TWO WORKING DAYS (MONDAY THROUGH THURSDAY)
1 8/
I inch 20 ft.
PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND R/W. WILSON AVENUE & BLUEGRASS AVENUE
It
22' 1/ 11 1
6935 It
-11�-&7
S S BENCH MARK DEVELOPER (OWNER) APPROVED BY:
DATE:
/2 CITY ENGINEER RCE:
1� C. 4-Z 15
It CITY OF RANCHO CUCAMONGA B.M. No. 149: DESIGN MORSE 17320 Redhill Ave. R C MMLNULU
CITY OF RANCHO CUCAMONGA Suite 350
CHISELED "0" ON BOTTOM OF CONCRETE STEP IN FRONT D 0 K I C 14 Irvine,CA 92614
10500 CIVIC CENTER DRIVE M.R.
14 o. 20596 OF HOUSE No. 13108 ON NORTH SIDE OF SUMMIT AVENUE Voice:949-251-8821
/Irs RANCHO CUCAMONGA, CA 91730 DRAWN
Ex 1 9-30-07 0.25 MILES WEST OF EAST AVENUE. Ph: (909) 477-2700 M.R. SCHULTZ FAX- 949-251-0516 SFfEET
C/V1 P-L A E R S ENGINEERS SURVEYORS 2 3
OF
CITY ELEVATION: 1520.898 CHECKED DRAWING NO.
Z",r1j%E E S% EET 1)1U.3 NO. DESCRIPTION OF REVISION DATE APPROVED: S.C.M. E NO 20596
DATE 2%U055
FILE NO
Last Revised: Wed Aug 01, 2007 9:08am Last Plotted: Wed Aug 01, 2007 8:43am Plotted By: STATION59 Drawing: 1:\71 100\PG\PG-02.dwg
;_?E
);_rV3E
/EXI�
0 m�___
|
'
`
|
|
/
|
/
�
�
�
/
'
|
�
!
/
/
!
|
!
|
`
�
I EXIST. 96' DIAM. MWD WATER LINE 'k
�6+00 27+00 28+00 BLUEGRASS AVENUE 29+00 30+00 6 3
32+00
Uj t7i cr_ PROPO\ ED FUTURt\MWD ERLINE
40— cc
Uj
L4 14
EXI MON
V) TRACT ONDARY T CT B6 ND RY CD 84.0 -11p
__/o�o- D '\R C) Lj wo r,-,- ;�- QD
to C) r-�
to V— LA-
C� CD
I ARA� r- OR
XISTINT OCAL EEDER 1x/-11 4 11-1 CAO Q m
EXISTI G LOCAL FE ER
3 OF GRADING FG OF RA 14
JOIN EXIST. ---- -=------------------- L78
-T9q4SITIQN=1.5' G2=5%
CONCRETE
TRA G`T No. 12("05 5 9 20' VC-
M.B. 269/96-99 G2=8.5% 0,4-
30, 30f
Cb
18 181 12 15' TRAar No.
12659
cc
C.
Ld
(Z) LLj
CZ) LL-
Q)
(SY
CID
LLJ
CONSTRUCTION NOTES
R/W CONSTRUCT CONCRETE PAVING PER LANDSCAPE ARCHITECT PLAN
55' CONSTRUCT, CONCRETE PAVING PER LANDSCAPE ARCHITECT PLAN AND
STRUCTURAL SECTION ON SHEET 31 (BIKE PATH)
TRACT 12659 CONSTRUCT ROCK 'COBBLE PAVING PER LANDSCAPE ARCHITECT PLAN
z 11-- �11 - .01- R W REMOVE EXISTING POWER POLE OR GUY ANCHOR (BY OTHERS)
co AVENUE
Ir- REPLACE EXISTING STREET LIGHT POST (BY OTHERS)
F 00
< Z TRACT 12659 CONSTRUCT CONCRETE DRAIN PER DETAIL ON SHEET 3
co CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-C
bi m `*-��AVE�NUE it it (A-13=5% E-F=4.24', & W=3)
2% OR 2% Q JOIN PROPOSED SIDEWALK PER CITY DGW. NO. 1993, SHEET 3, REVISIONS 5
A CONSTRUCT 24!'x24!' GRATE INLET (BROOKS PRODUCT #2424 OR APPROVED EQUAL)
Z! 1' MAX Ld m CONSTRUCT 187 RCP STORM DRAIN (D-2000)
2% MIN
MIN L<1- @ CONSTRUCT DG PER LANDSCAPE ARCHITECT PLAN
F1 n-
I F- 2% .):-1 MAA [1 ±5 -±7' HIGH CONSTRUCT TURF BLOCK WITH DG PER LANDSCAPE ARCHITECT PLAN
% 3-1 1' MAX @ CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105-C
5 EXISTING GROUND it
1 2 �m @ CONSTRUCT ACCESS RAMP AND VERIFY EXISTING CURB DEPRESSION PER CITY STD. 102
CONSTRUCT ACCESS RAMP AND VERIFY EXISTING CURB DEPRESSION PER CITY STD. 102
18 11.-- AND STRUCTURAL SECTION ON SHEET 3
SECTION EXISTING SECTION rc 1 H L-I EXISTING' GROUND CONSTRUCT CONCRETE MOWCURB PER LANDSCAPE ARCHITECT PLAN
NOT TO SCALE BLOCK WALL NOT TO SCALE -j L @ REMOVE EXISTING IRRIGATION BOX
18 @ CONSTRUCT RETAINING WALL PER SEPARATE PERMIT
9 EXISTING @ CONSTRUCT ACCESS RAMP AND CURB DEPRESSION PER CITY STD. 102
4' TRANS177ON R/W PER PLAN BLOCK WALL @ PROTECT IN PLACE
V-DITCH PER SECTION ( D%� @ REMOVE EXISTING P.V.C. FENCE
0. 0.5' 0.5 PRECISE GRADING PLAN ADJUST TO GRADE
NOT TO SCALE
i opt
18" RIM ELEVATION Z @ CONSTRUCT FENCE PER LANDSCAPE ARCHITECT PLAN
TOP OF GRATE ELEVATION
PER PLAN Ld REMOVE EXISTING STOP SIGN
m SAWCUT, REMOVE AND DISPOSE OF EXIST. CONCRETE CURB AND GUTTER
00 SAWCUT, REMOV-E AND DISPOSE OF EXIST. PAVEMENT
Qf
EE'L
4!' THICK CONCRETE CONSTRUCT FULL DEPTH A.C. PAVEMENT
6'x6l' -Wl.4xWl.4 W.W.M. REINFORCEMENT 2% MAX
2% A41N
SECTION -"A" PLAN VIEW 2� `SS/()
CONCRETE DITCH TRANSITION DETAL C. m Alk
RANC V %Ouv � MOMG mm"
�2 63 CffY OF Alk V A
C-9 No. 20596
N.T.S. P IRECIS'E G wHmAA D I No G" P L A N Z 5
6l THICK P.C.C.
C/m 1. SEE CITY DRAWING 1803 FOR RELATED STREET IMPROVEMENTS, SHEET 8 OF 21
rc
F#4 BARS AT 18" O.C. EACHWAY SECTION Or CA0 2. NOTIFY DAFFNEY IVERSON OR MIKE RUBIO OF MWD'S WATER SYSTEM OPERATIONS GROUP, MWD PARKWAY LANDSCAPE
TELEPHONE (951)776-2675, AT LEAST TWO WORKING DAYS (MONDAY THROUGH THURSDAY)
NOT TO SCALE PRIOR TO STARTING ANY WORK IN THE VICIN11Y OF MWD'S FACILITIES AND R/W. WILSON AVENUE & BLUEGRASS AVENUE
BENCH MARK DMLOPER (OWNER) APPROVED BY: DATE.- -Y
CITY ENGINEER RCE: 4-Z15&
GRAPHIC SCALE SAN7D �—� CITY OF RANCHO CUCAMONGA B.M. No. 149:
DESIGN
80 MORSE 17320 Redhill Ave. RECOMMENDED
20 0 10 20 40 CIff OF RANCHO CUCAMONGA Suite 350
CHISELED "0" ON BOTTOM OF CONCRETE STEP IN FRONT M.R.
10500 CIVIC CENTER DRIVE
OF HOUSE No. 13108 ON NORTH SIDE OF SUMMIT AVENUE Voice-'949-251-8821
STRUCTURAL SECTION FOR ACCESS RAMP
0.25 MILES WEST OF EAST AVENUE. RANCHO CUCAMONGA, CA 91730 DRAWN ------- SCHULtZ FAX: 949-251-0516 S�tET
IN FEET AND CONCRETE PAVING Ph: (909) 477-2700 M.R. PLOPERS ENGINEERS SURVEYORS '
CITY CHECKED rt 20596 DRAWING NO.
ill
jic�c? Q0
|
1 inch 20 ft. NOT TO SCALE ELEVATION: 1520.898 -----j -- - --- -*-%. 3 OF-3
NO. DESCRIPTION OF REVISION DATE APPROVED: S.C.M. - DATE E N0 — 2165
Last Revised: Wed - Aug 01, By: '' — Drawing:— ' `7 1 1— r - r - --~^g
�
'
. |