HomeMy WebLinkAbout 2424 GENERAL NOTES: PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS
GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA, STANDARD DRAWINGS AND BETWEEN
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — 2015 EDITION. CONTRACTOR %HALL BE FAMILIAR WITH
AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
2. ALL P1IPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. PECAN COURT AND GARNET STREET
SHOWIN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THE PROJECT OR IN ADJACENT AREAS WHERE IMPROVEMENT
WORK IS TO BE DONE SHALL BE PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM 4S OPERATIONS,
WHETHIER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES ANDA SUBSTRUCTURES WITHIN
THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A FRESULT OF THE BASE LINE > ROAD
TPR
CONSUCTION OPERATIONS. � PROJECT
5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WOItING DAYS PRIOR TO Q SITE
START OF CONSTRUCTION.
6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO START[ J Q OF EXCAVATION. LLJ (,
Z Q �/
7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE BFEiFORE STARTING Q Of� �
WORK„ AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. �
W Q
8. ALL OMI SIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND, THESE NOTES SHALL Z
BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK SO INVOLVED. > ['CHURCH ST.
9. IN N01 CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE [DRAWINGS.
I }
10. CONTF@ACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND STATE SAFETY REQUIREMENTS. u , ;jm O N
HEMLOCK
ST 11. CONTR9ACTOR SHALL DETERMINE LOCATION OF ALL EXISTING UTILITIES IN THE AREA TO BE EXCAVATES PRIOR TO �O ✓O ,oF'QN�.T ST
EXCAVATION AND SHALL NOT PERFORM ANY WORK THAT WILL DAMAGE EXISTING UTILITIES.
12. PROVIQED FOR CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: O,� N ST
O CT '
A. SALAD GABRIEL VALLEY MUNICIPAL WATER DISTRICT .......................................................................;;,,, (626) 969-7911
CONTACT MR. DAVE JOHNSON FOR BASE LINE RD. SAN BERNARDINC RD
1402 N. VOSBURG DRIVE
AZUSA, CA 91702
SHEET INDEX:
B. SPIRINT .................................................................................................................................................. (800) 521-0579 SHEET 1 - TITLE SHEET
C. VERIZON ............................................................................................................................................:.... (760) 245-0330 SHEET 2- EXISTING TOPOGRAPIHY w L, i
D. SOUTHERN CALIFORNIA GAS COMPANY ..........................................................................................: SHEET 3- PLAN... (909) 335-7583 Oo \-\\\,\- z Q a
P.O.. BOX 3003 SHEET 4- DETAILS AND CROSS SECTIONS F �j�• G7
(909) 335-3919
E. CUUFAMONGACVALLEY 7 WATER DISTRICT SHEET 5- CROSS SECTIONS - STA. 1 +00 TO STA. 2+50 GP�R�� O 8\ pQ
•••"'•••••"•'••••••••••••••••••••••••••••••••••••••••••••••........................•• :••• (213) 217-7807 SHEET 6- CROSS SECTIONS — STA. 2+75 TO STA. 3+95
104140 ASHFORD STREET Z_ w
RAMCHO CUCAMONGA, CA 91730
F. CHARTER COMMUNICATIONS CORPORATION (951) 343-5171 JP ~ a ARROW m
424k0 N. HALLMARK PARKWAY v7
SAM BERNARDINO, CA 92407
G. SOLWTHERN CALIFORNIA EDISON COMPANY ..................................................................................... (909) 357-6221 > I�
Z w ROUTE
3 Y¢
791 REDWOOD AVENUE VZL9t
FOtpJTANA, CA 92336 Q � � O W 9th STST.
N.T.S.
13. THE CONTRACTOR SHALL NOTIFY THE CIN OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CIN OF RANCHO
CUCAMONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUI CTION INDICATING 0
ANY DIETOUR AND/OR ROAD CLOSURES.
14. FOR INFSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909) 477-2740,
Ll I I
MONDAW — THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE'
15. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTIQN OR ENCROACHMENT
WITHIN] ANY CITY OF RANCHO CUCAMONGA RIGHTS—OF—WAY/ PROPERTY. 8th ST.
16. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PIRIOR TO
COMMeNCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. LOCATION MAP
17. WORK f3ITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STALE, THROUGHOUT
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR.
EXISVNG SURVEY MONILMENTATION
ALL EXNISTING SURVEY MONUMENTS WHICH MAY BE DISTURBED BY THIS PROJECT SHALL BE REFERENZED BY THE CITY
CONSTRUCTION SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA SURVEYORS ACT,, PRIOR TO THE
START OF CONSTRUCTION. ALL MONUMENTS CALLED OUT TO BE PROTECTED IN PLACE, IF DESTROYED BY THE
CONTRACTOR'S OPERATIONS, SHALL BE RESET BY THE CONTRACTOR'S SURVEYOR AT CONTRACTOR'S �eXPENSE.
TEMPORARY BENCH MARK
NAIL IM CONCRETE
USED AS TEMPORARY BENCH MARK.
ASSUMED ELEVATION = 100.00 FEET. cm
SDESCRIPTION OF REVISION DATE
EE ON SHEET 2 FOR LOCATION.
QROFESS,�/p �.......� APPROVED:
�Q�� ��aisn aq�� PaDFESs,aN CITY OF RANCHO CUCAMONGA
z No.6751pN No. 38893 PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS
EXP.6/302 �} BETWEEN
`Pl./ CryIL �V• sr CIVIC �* PECAN COURT AND GARNET STREET
lF Of CA \E�Q� ire DF CAA�?
TITLE SHEET/ GENERAL NOTES/ LOCATION MAP
APPROVED BY: DATE: °sloe/Iw
DIGALERT CITY ENGINEERRCE: 67514
JASON 0 L
DESIGNPLAN PREPARED BY: RED
DIAL TOLL FREE V.V. A u f b a u REG ED
1-800-422-4133 DRAWN 639 W. Broadway HEET
Glendale, CA 91204
AT ].EAST TWO DAYS G.S. 1 OF B
BEFORE YOU DIG
CHECKED V. R.C.E. NO X893 DRAWING N0,
UNDERGROUND SERVICE ALERT OF SOUTHERN aALIFORNW V.V. °DATE" 4/5/16 omns REG. EXP. 31 17 2424
O� TEMPORARY BENCH MARK
MAG NAIL IN CONCRETE CURB
USED AS T.B.M.
ASSUMED Al = 5000. 00
ASSUMED f = 1000. 00
ASSUMED ELEV. = 100. 00 FEET
EG 19 PACIFIC ZZECTRIC BIKE TRAIL
0 EG Sti1 9116 9 gti 0° Ob 6 GGEG k EG EG EG EG EG � G G G G N6
00�G 9�1 9 gti. gP gti9161 9�. 9�9 9 1g 060 bp1 bkp bE �E F E 0
gb wv 6 wy 9 9 9 CONCRETE 9b9 90ti 909k� OyV 90k o011 906 96Og
POINT,y2
N 4815. 3.99815.39
1g
SET "A 6 A/ CONTROL PO/NTO0
�GRE�9 9k
T TOE
ELEV = 9673 FEET ��✓TSE 90. r/--— ---- — --1-- —1---- TOE --- O/RT %6
9 0 I IpE TOE 1 b
G1 EG 90h /
6 6 �% 9 9 r r 6 0 g6' g6' 9 0 A
G 6G kkEG 61ti 6p 90900 — 9— — --- — ---TOE ----
11F 66 g6 9 g k /)/RT — — ---- g 1 g 66 --T_OE ___+---- — — ----
6 — 9
g6 g 960 g6. 91 0 q1�6 91 k 96. 1 0 g 6 01
—
TOP--------- ------- ------- —
— CONC CURB
G
0� 61G 969 OqG O/RT PATH �G (G UNC CURB
g6� 966 g11 91h� 9190 966k D/RT PATH 9g19 g9 b0 9806 / . U. /l�/. 1ppkp 1p06b /RTPA7N 101yti1 1p11k�
6�G 9 qG 1 qG g qG NC CURB 1G 1G /bi
CONC CURBqG91pp66 1pp61 p110 plgl p196
0 15 30
scale feet
GRAPHIC SCALE
DESCRIPTION OF REVISION DATE clry
_``e1 APPROVEp:
�VpM— QRpFESS/04 CITY OF RANCHO CUCAMONGA
* �NOO. 00 5 * > No. 38893 m PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS
lr m UP. 03-31-17 BETWEEN
f9jF @`P t \* PECAN COURT AND GARNET STREET
OF 'Al 9TF OF l V `
CAL 1fd�'
EXISTING TOPOGRAPHY
��QROFESS/ppq�
h�Q L�{USTIAN� fy APPROVED BY: DATE: O5/o9//a,
5 oa �"� y CITY ENGINEER
W DIGALERT ASDN a. E - RGE: s]s4a
m No.67514 s DESIGNPLAN PREPARED BY: RED MENDED
EXP.6/30/ i1 DIAL TOLL FREE V'V. A u f b a u c..
�fgjF Cm o���! 1-800-422-4133 DRAWN 639 Glendale, CA 91204
HEET
OF p h% A AT LEAST TWO DAYS G.S. 2 OF 6
BEFORE YOU DIG 348893
CHECKED R.C.E. NO DRAWING NO..
UNDERGROUND SERVICE APRT OF SOUTHERN CALIFORNIA V.V. DATE 1.4 5a 16 mns REG. EXP.3 731 1] `4`4
TEMPORARY BENCH MARK
NOTES MAG NAIL /N CONCRETE CURB
1 . THE NORTHINGS AND EASTINGS CALLED OUT ARE BASED ON THE ASSUMED USED AS T.B.M.
NORTHINGS AND EASTINGS OF THE TEMPORARY BENCH MARK SHOWN ON THE PLAN. ASSUMED N = 5000. 00
ASSUMED E = 1000. 00'
2. THE ELEVATIONS SHOWN ARE BASED ON THE ASSUMED ELEVATION OF THE ASSUMED ELEV. = 100. 00 FEET
TEMPORARY BENCH MARK SHOWN ON THE PLAN.
G
SEE DETAIL 'A
SHEET 4
c g ° CC CLIC E� CCTCIC LICE TR% lL
G G $ G k
1 s 6° 4
g� g�' g�. 5' g5, g5' g5• Sg
00 wV ti h CONCRETE y wV cn g
g wv _ -- --" O
_
DAYLIGHT OF CUT. 1.. _.. � _..�-. _.._ _. _ - - —
. DA YL./ CUT -- /
O W
0 g� E �6 g�. g�. ---- - -- ------- ----------- _ C m
'�0 g k -- EYL/�i�l '-� I 93 + 22 94 _ W
G _ -
/ g 94 — I 94 S / LU
h1 �� 95 6h G I 95 �+ _7 T 95 95 — _ __ -- ----- ------
_. 96 y
g ruu iE ,3 4" /A. 95 TOE._. _.._ /GHT OF eZ-oF _.._.._.._. _. g 4� y
------- T - --
TOE -_-_+------ - -;
---- -------- -
.,�'PR/NT F/BER OR TICS DIRT 97 . __. ._. ..-. _•• O g + O g-
- --� - - YUGHT OF D17�' 1 - g- - - - - - - - - - - - - - - -� - - - -
g1�g6+1 5 g1+ 16 g1+ g1+� ' g ____ ___ -------- --- _ _ ----__—-------
f - - - - -
_ ------- ----- ____ ____ __ 1 100 .
l _
TOP _ _ — _ SPR/NT _ _• -----_--- ---- g ----- - 100 - -FIBR OPT%CS - - - - - - - - - - - - - TI1�
�G ONC CURB 1G �G �G �G
T)9 U. 0 � CONC CUf�,B �
TH 5� g� 5k DIRT PA TH /RT PATH 01 011
g1 . g1 • g�. gg' gg g �
G CONC CURB �G �G CONC CUR&
'14
10 �0 10 10 1
e� Z q °jW ec�i °'
tnC.2W �, gbW
CC CIFIC C CC TRIC CCE TR vIki
g g / gf• - - - � 0 10 20
J scale feet
„ I
GRAPHIC SCALE
W - 1.
9 I
m
I� I CONSTRUCTION NOTES:
C a snMP a- - � _ l��' i1� GRADE THE AREA SHOWN TO THE CONTOURS AND ELEVATIONS SHOWN ON THE PLAN
- AND THE CROSS-SECTIONS SHOWN ON SHEETS , AND 6.
W k' 4 E(E .94" 0/A. 95 '9 "Z' EEO UV�I I OJ
I 4
I
�`Z. _. I
yE g k� L/GyT OF FILL 02 REMOVE TREE STUMPS AND TREE ROOTS WITHIN THE CONSTRUCTION AREA.
----- _.
-- 34" DIA. 97 gg.gg. 3 EXISTING TREE TO BE (REMOVED/RELOCATED BY OTHERS. TRUNK DIAMETER PER CALLOUTS ON PLAN. DESCRIPTION OF REVISION DATE an
APPROVED:
g 5 99 5 SEE DETA/L 'B" ® CONSTRUCT CONCRETE-LINED CHANNEL OVER 6 INCHES OF COMPACTED NATIVE MATE7RIAL ea "
°°ESS' CITY OF RANCHO CUCAMONGA
_ _l _ SPRINTFieEROPTICS- - - - g SHEET 4 PER DETAILS AND CROSS SECTIONS SHOWN ON PLAN, DETAILS AND CROSS SECTIONS, o-° � ' v"�o� ` y
INCLUDES MONOLITHIC CONCRETE CURB, AND DEEPENED EDGES, WHERE CALLED OUT ON No. 38893 = PACIFIC ELECTRIC TRAIL DRAINAGiE IMPROVEMENTS
PLANS. PROVIDE CONTIRACTION/CONTROL JOINTS AT MAXIMUM 10-FT SPACING. Exp 03-31-17
a BETWEEN
r+ * PECAN COURT AND GARNET STREET
CONC Ii URB 'I % " _ s�"'f FI CPQ f��\P
W PLAN
01 �
1 oQROFESSIOpA� APPROVED BY: DATE: GSloylla
0E' aP19TIAN fy CITY ENGINEERRCE: e7514
JASON C. E
DIGALERT
y n+ DESIGN PIAN PREPARED 8V: REC MEN ED
No.67614 g6 >T EXP.6/30/- a DIAL TOLL FREE V.V. A u f b a u .
10 1-800-422-4133 DRAWN Sr CMi. �p G.S. Glenda e, CA 91204 SHEET3
639 W. Broadway 9lf OF C AI� � A BEEAST TWO YOU DIG
I YS CHECKED � R.C.E. " 38893 DRAWING NO.
g
UNDERGROUND SERVICE ALERT 11 SOUTHERN CALIFORNIA V.V. DATE V. Vartaniana n
PATE 4/5/16 REG EXIP.3 31 1T `424
C 2-6" 2' 2'-6"
6" VIA R. VAR. 2' VAR. VAR. 6"
PROTECT EX/SRNG CMP RISER TC = 92.52 —92 r A
AND CONCRETE APRON /N PLACE
11 TC = 92.52 pSED SEpPE S�pPE
\ \ �9% / F/N/SHOGRADE PRpP PROPOSED PROP1111
D I :; F/N/SH GRADE
\ / 92.52 N LEVEL T. LEVET LE EZ 3 GEY£L
CMP _ INV. = 91.66 EXGRADE N v 6" EX/STING J '^ J
GRADE iii Q
R/SER J O N ('
/ \ r 92.52
6x6 - W2.0XW2.0
6(6x6 W28x8) WWF
TC = 92.52
(6X6 - 8X8)) WWF
L — — — — —
TC = 92.52
92 A
SECTION A-A SECTION B-B
2, 3, N.T.S. N.T.S.
(TVP /TaVP)
li
2 -6" 2' 2'-6"
11' APPROX
A��P�sFppSED SLOPE
N.T.S.
DETAIL "A" S�oAF PRpP
95. 76
N_
2 �3
L L N
6" 2'-0" 2'-6" 2'-0'" 2'-6" 2=0" 6"
6x6 - W2.0 x W2.0 Co p 6 yP}
INV. = 94.93 N (6x6 - Bx8) WWF W (r
N
%Ooosc`® m S�OPE 3 3 N
s`��F CEVEC O LEVEL 0P0SED
PR 95. 76 SECTION 1 -1
EX/SLING \ / �EX/SANG N.T.S.
GRADE
\ — — — — — i GRADE
° DETAIL B
6x6 - NY20 x W2.0 6x6 - W2.0 x W20 N.T.S.
EX/ST/NG
(6X6 - 8X8) WWF (6X6 - 8x8) WWF GRADE—r 72o
—�
3' APPROX. 5' APPROX. 3' APPROX. M//
V.ro
SECTION C-C SLOPE
N.T.S. a jO'QO? a-h
MlA� O 3
11' APPROX SLOPE 6" 6" \-vo-
2 3 V a a^y p�OPpSFD SEQ 6(6x6 W 8x8) WWF E GRADE
GRADE
j
TC 92 52
TC = 92.52 'pF SECT10N22
= DRADE BREAK AT TC W 6 u 6 w
NI.T.S.
(91-66) (91.66) LEVEL 6x6 - W2.0 xW2.0
EDc 1.69 o SLOPE (6x6 - 8x8) WWF
GRADE
SECTION 3-3
N.T.S.
— — — / A JQ�o SIOAPPROVED:DESCRIPTION OF REVISION DATE cm
W QROFE pq
— — — 6- i ��QE.o` PIS IAp��oF�� pyo PRO EVA�N9(�
—1CITY OF RANCHO CUCAMONGA
II 6X6 - W2. X W2.0
No.67Fb14p y �
TWEEN
EX/sT. —SII II (6x6 - 8x8) WWF 1-t EXP.6/vp' {t W No. 38893 m PACIFIC ELECTRIC TRAIL RAINAOiE IMPROVEMENTS
CMP RISER I I `1-lq F E.P C IV I V» .P
� �, PECAN COURT AND GARNET STREET
II l OF 4;A�\E 'f OF CPL�f�
DETAILS AND CROSS SECTIONS
APPROVED BY: DATE: X1041'1
CITY ENGINEER JASON C. IWE RCE: 6751
SECTION D-D DIGALERT
N.T.S. DESIGN PUN PREPARED BY: REC MENDED
DIAL TOLL FREE A u f b a u. "
1-800-422-4133 DRAWN W. Broadway En
Gllenen W.
CA 97204
AT LEAST TWO DAYS G.S. 4 OF 6
BEFORE YOU DIG CHECKEDR.C.E. NN 38893 DRAWING NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA V.V. r'Va Ran V. Vartaniana
DATE 4/5/16 REG. Exw-3 17 ����
31
ai
100.0- 100.0
98.0 p a - 98.0 p - o jp0 _
100.0 100.0
� p �
95.0 p ° 95.0 98.0 a - 98.0
94.0 ° a aa p 94.0 95.0 ° h
--
95.0
92.0 92.0 94.094.0
-3690.0 . 920 5
9456 - 920
$' a
90.0 - 90.0
STA. 1 f 00 STA. 2f 00
100.0° 100.0
98.0 " _ - 98.0
95.o - ° ° a 95.0
° 100.0
100.0
94.0 ° 94.0 p
92.0 p 92.0 98.0 98.0
90 0 _ 90.0 95.0 a _ - 95.0
p ° _
94.0 - cs - 94.0
0
92.0 - 92.0
STA. 1 -1-05. 50 90.0 - 90.0
STA.. 2*25
100.0 p 100.0
p 98
n
98.0 a _ 98.0 p ff 96.0 ° p 95.0 100.0 p - _ 100.0
cl p
94.0 94.0 98.0 . °
98.0
w 3 �` v' a -
92.0 92.0 95.0 a & - _ - _ = 95.0
90.0 90.0 94.0 0 - 94.0
STA. 1 f25 920 _M„ _ 92.0
90.0 - 90.0
STA. 2f50
100.m ° " 100.0
98.0' a ' 98.0
p
95.0' 95.0
p
94.0 94.0
A
92.0 92.0
90.0 3 90.0
STA. 1 *50
DESCRIPTION OF REVISION DATE CITY
QQpFESSlO,yq� APPRoveD:
@a0a`��ySilA WF�fy6,� �o a'4F E� y CITY OF RANCHO CUCAMONGA
> > PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS
100 m ° 100.0
6i5A4 < A H 38893 N "
p N li
o.
98.0 a 98.0 {= EX?.613®1� Exp. 03-31-17
BETWEEN
nL
+ * PECAN COURT AND GARNET STREET
95.0 ° 95.0 �14TE OfN�A�VF�Q Sf9rf OF cA aoP
CROSS SECTIONS
94.0 _ h 94.0
APPROVED BY: DATE: oclovltu
920 92.0 CITY ENGINEER RCE:
67614DIGALERT JASON E
INV. M DESIGN PLAN PREPARED BY: REC ED
90.0' 90.0 V.V.
DIAL TOLL FREE A u f b a u .
STA. 1 fGlen75 1-800-422-4133 DRAWN len W.dale, BroCA 91CA 91 Oy204 SHEET
AT LEAST TWO DAYS G.S. /�/� S OF B
BEFORE YOU DIG CHECKED It// /�" "R.C.E. Nm. 38693 DRAWING N0.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA V.V. Vart V vodonians
DATE 4/5/16 REG. EXP..3 31 1] I�n4i4
102.0- 102.0 102.0 ° 102.0
ff _
100.0 100.0 700.0 100.0
° v�
98.0 ° 98.0 98.0 " _ p / 98.0
96.0 96.0 96.0 96.0
94.0 - a 94.0 94.0 76 9576 94.0
_ 944o e
92.0 7 ° 92.0 92.0 92.0
INV
90.0 90.0 90.0 90.0
STA. 2f 75 STA. .3*95
102.0- 0 102.0
100.0 100.0
b °
98.0 ° w 98.0
96.0 ° 96.0
R
94.0 - 9469 94.69 94.0
92.0 - 9J B6 ° 92.0
90.0ZE 90.0
STA. 3f 00
102.0- 0 102.0
100.0- 100.0
°
98.0 a 98.0
_ a °
96.0 - ° ° ° 96.0
94.0 - 94.0
92.0 WIV ° 92.0
90.0 90.0
STA. 5*20
1020 102.0
100.0 100.0
N
98.0 J98.0
96.0 - 96.0
NJ
94.0 - 94.0
92.0 - iNv 92.0
90.0 - 90.0
STA. 3f 45
DESCRIPTION OF REVISION DATECITY
Q�pFESSI(ppq APPROVED:
1020 102.0 F ESS,0,y9
y oao Fro � �---�,, . CITY OF RANCHO CUCAMONGA
100.0 100.0
No.671M4
W D > No. 38893 = PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS
98.0 - „ 9B.0 {r
EXP.6/3®/ 1� * m BETWEEN
m E.F. 03-31-n
a
It- * * PECAN COURT AND GARNET STREET
96.0 - - ° 96.0 yl4lf CN@. \FO�� 3?gAe clvlV �
f e
v OF '�a� OF CA��
94.0 ---------
° 95.48 9546 94.0 CROSS SECTIONS
92.0 920 APPROVED BY: DATE: os/0y/1�
DIGALERT
L^RT CIN ENGINEER RCE: 67514
1 H t I JASON C. fEqAY
90.0 90.0 DESIGN PIAN PREPARED BY: RECOMMENDED
DIAL TOLL FREE A u f b a u caw
STA. 3f70 1-800-422-4133 DRAWN Gllenen W. l2 HEE
W.
CCA A B91204
AT LEAST TWO DAYSG.S. � � OF B
BEFORE YOU DIG CHECKED Ft C.E. 40-18-B93 DRAWING N0.
UNDERGROUND SERVICE ALERT OF SOUTHERN CAMFORNIA V.V. Varton V. Vorlaniana
DATE 4/5/16 REG. EXW..:3 31 17 2424