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LEGEND
CITY OF RANCHO CUCAMONGA EXISTING FEATURES
IMPROVEMENT PLANS EOR THE CONSTRUCTION TREE HEDGE
OF STREET AIR VAC
® WATER VALVE
0
GENERAL NTENINEENHREET POWER POLE
S
v ---9 POWER POLE W/GUY
0
oP
tooFIRE HYDRANT
!. Al L WOR/( 5#9WN HEREON SHALL 9E CONSTRUCTED /N AG'CORDANCE W/TN THE PROP/S/0N5 387 F WEST OF SAPPHIRE ST,, TO CARNELIAN ST. 0 0 STREET LIGHT
f P AT F PU L/C WORKS CONSTRUCT/ON, f9B5
0 THE ACC API�VA ST,4NDAR0 S EC/F/C /ON5 0 B a
WATER METER
STAND RO PR / /0N5 /✓SUED 9Y AND FOR U.SE/N
NTC A OY 9
E / N 7 UPPL Ed1E A
D T/ON, A O 198 J� / 0m MAIL BOX
T ON5
A AN STANDARD ✓SPEC/F/CA
ND RDS D
K/ 5TA
THE C/TY OFA�4NCH0 CUCA/YIONGA, EXCEPT f1ER�"
OF THE STATE af CAL/FORNm., OEPARTMEN7,a1r mfN9P91?7,V7/9N, JANUARY /9BB ARE REi`'E/lED TO,
4- FLASHING SCH-XING
AT/0 9.
AND AL 50 A5 AHIENOED /N THE SPEC/AC P1�OY/5/ON5' OF Tf/E PROJECT SPEC/F/C N
=-x-= x CHAIN LINK FENCE
W JOB LOCATION
Z � BLOCK WALL
/TH ACT ANS EN ROACf/1wfNT Pn?m1T OBTA/NED 9Y C/TY W W
P. CONTRACTOR✓`'HALL COMPL Y W C R C
a � HIGHLAND AV.
RK.
/ED PR/OR TO BEC/NN/NG I�1�0 ______
fNC/NEER. CALTRANS' /NSPECTOI� ,y'H�4LL BENOT/F < � < CURB A GUTTER
3. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE s A.C. EDGE OF PAVEMENT
19th STREET
CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB A.C. BERM
SITE AT THE TIME OF CONSTRUCTION. -� - GAS
4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE �G < Z 9 < w WATER
HIMSELF WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE c� z < _ 0 z E- ELECTRIC
TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS <
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THE PLAN. 9 = Q = < _ -- RIGHT OF WAY
5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
F
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION BASELINE ROAD
WITHIN YHE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY.
6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AT LEAST 3
WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION FOR CONSTRUCTION LOCATION MAP
STAKING.
7. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN
ACCORDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS SAPPHIRE ST
TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E.) "MANUAL OF TRAFFIC G VIA SERENA JASPER ST. CARNELIAN ST.
CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK", 1985 EDITION, AND THE
SPECIAL PROVISIONS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED �3
AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER AND CALTRANS INSPECTOR �� SHEET 2 SHEET 3
NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE
CITY ENGINEER AND CALTRANS INSPECTOR. 1 6 7 e 9 1 11 12 13 14 15 16 17 I9 I9 20 21 22 23 24 25
8. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS - - ----- -- - + �-1 �-�-- -T -{ �-� - +
OTHERWISE NOTED. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE SD
OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC.
SHOWN OR NOT SHOWN ON THESE PLANS WITH IN THE RIGHT OF WAY LIMITS OR ��� NINETEENTH STREET A CONSTRUCTION NOTES (Cont.
IN ADJACENT AREAS WHERE IMPROVE MENT WORK IS TO BE DONE SHALL BE 0
REMOVED, RELOCATED OR PROTECTED IN PLACE AT NO COST TO THE CITY OF CONSTRUCT G' WIDE SIDEWALK PER CITY STD.
z l� SHEET 6 SHEET 4
RANCHO CUCAMONGA. � � DWG. N0. 101.
9. PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT ABLE RECORD DATA. SHEET 5 @-INSTALL 9500 LUMEN STREET LIGHTS W /R26
AVAILABLE L
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING � SIGNS.
THE PROJECT WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. SHEET INDEX MAP
PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL
UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK.
UTILITY NOTES
1. THE EXISTANCE AND LOCATION OF UNDERGROUND UTILITY LINES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, STRUCTURAL SECTION •
BUT NO GUARANTEE IS MADE THAT ALL SUBSTRUCTUERS ARE SHOWN OR THAT
THE LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR IS REQUIRED TO TAKE 0.45 A.C. OVER 0.80 CLASS II AGGREGATE BASE IS
DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE BASED ON T.I. OF 9 AND "R" VALUE = 50 PER PAVEMENT
NOT OF RECORD OR NOT SHOWN. EVALUATION REPORT DATED FEBRUARY 1988 FOR THIS
PROJECT.
2. PRIOR TO EXCAVATION CALL UNDERGROUNDSERVICE ALERT
TELEPHONE NO. (800) 422-4133. SHEET INDEX
3. THE CONTRACTOR SHALL CALL THE FOLLOWING UTILITY COMPANIES N0. DESCRIPTION LIMITS
48 HOURS PRIOR TO THE START OF CONSTRUCTION:
1. TITLE SHEET
GENERAL TELEPHONE CO. ........................(714) 983-1811 2. PLAN AND PROFILE 19th. STREET 387 FT. WEST OF SAPPHIRE ST TO SAPPHIRE ST.
CUCAMONGA WATER DISTRICT .................(714) 987-2591 3. PLAN AND PROFILE SAPPHIRE ST. 19 th. ST. TO 234 FT. NORTH OF 19 th. ST
SOUTHERN CALIFORNIA GAS CO. ............(714) 798-7711 4 PLAN 19th. STREET SAPPHIRE ST. TO JASPER ST. ADDED SIDEWALK ALONG NINTEENTH STREET
SOUTHERN CALIFORNIA EDISION ..............(714) 986-5861 5. STRIPING PLAN 387 FT WEST OF SAPPHIRE ST TO CARNELIAN ST - , 3 ED ST. UGHTS AND SIGNS FOR CUP 99- 7 t' n-al �
a °'`��'�� REM. TYPE II SLURRY SEAL.
SOUTHERN CALIFORNIA GAS CO. ............(714) 529-2889 (TRANSMISSION DIVISION) 6. STORM DRAIN PLAN CUCAMONGA CREEK CHANNEL TO SAPPHIRE ST. . 4f 1. 0 ADDED W-44 r R-63 To DETOUR PLAN 2-7-90 I�-t,
�F '1+
PACIFIC TELEPHONE CO. .........................(714) 666-5662
CIT
BENCH MARK
CONSTRUCTION NOTES' 9� �, DESCRIPTION OF REVISION DATE APPROVED
• T
�- CONSTRUCT 8" CURB WITH 24" GUTTER PER CAL TRANS STD. DWG N8-A, TYPE A2-8. DISPOSITION NOTES No. 22397
DESCRIPTION: CHISLED SQUARE PER FIELD SURVEY BOOK 4047 PAGE 552. T 1 11 . Ic Exp. 09-30-93,r, CITY OF RANCHO CUCAMONGA
CONSTRUCT 3 o-- CONSTRUCT 4 WIDE SIDEWALK ADJACENT TO R/W PER CITY STD. DWG. 3 0 & 3 PROTECT CIv�� ��
O 4 - CONSTRUCT HANDICAP CASEACDCRI EWAESS Y�APPRO CH PER CALTRANS STANDARD DWGP PER CAL TRANS STD. DWG. N8-B, TYPE . �- REMOVE '9If QQ� STREET IMPROVEMENTS
LOCATION: SOUTH EAST RETURN EAST SIDE INT. OF SAPHIRE & LEMON Q 2 OF CTITLE SHEET
CONSTRUCT .45' A.C. OVER .80' CLASS 2 AGGREGATE BASE. RELOCATE _
ELEVATION: 1712.71 (D6 -- TAPER COLD PLANE AND CONSTRUCT A.C. PAVEMENT 0. 15 MIN THICKNESS. �- ADJUST TO GRADE �-. NINETEENTH STREET
ii
-
QQ - CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY STD. DWG. 308, X = 3 M RELOCATE BY OTHERS oQa ESS/0,v
8�- CONSTRUCT 2" A.C. PAVEMENT DRIVEWAY. A �--- SAWCUT & JOIN `Q�O��E BOryF�Fyc 38T FT. WEST OF SAPPHIRE ST. TO CARNELIAN STREET
6 ASI S OF BEARING 9�-- CONSTRUCT 6 AC ON EX/ST/N6 COMPACTED SUBCRADE REVISION L?-�3 PREPARED BY :
THE CENTERLINE OF NINETEENTH STREET HAVING A BEARING OF N89 36'03"E PER 9 ��Zg C 26493 APPROVED BY: r ATE: 10-13-89 z
11 CONSTRUCT A.C. D/KE TYPE'A PER CALTR,4NS STD. Dl4UC- Ng-A THE KEITH COMPANIES CITY ENGINEER R.C.E. N0.22397
PARCEL MAP 3708 RECORDED IN BOOK 34 PAGE 1 THRU 3 OF PARCEL MAPS AT .. _ 2955 RED HILL AVE. No-54M Ex -3(-9Z
THE COUNTY OF SAN BERNARDINO. fZ CONSTRUCT 47 R.C.P. D (SHOWN ON PLAN).
p � DESIGN -- �_- � _,:.- �. . .___ . ..,-•- - RECOMMENDED- -
13 CONSTRUCT CATCH 9A5'/N N0. f PE�9 C/TY.S'TD VWY .?02- COSTA MESA CA. 2626 6 A X231" �' �' ,`
' C t V1L �`P. M. L.BOWERS � ,
4r M.J.GALLAHER CONSULTANTS �NC.
f4 CONS'TRUCT MANHOLE TYPE A PER C/TY STD. VW6 510. G.3_�� ''�,," cl'tl�. F �o�,, _
!6 CONSTl?UCT JUNCT/ON STRUCTURE 9��PER C/TY9T0. D!t'G. ✓09. KEVIN J. McDONAL.D RCE 54372 DATE or -- DRAWN ConBernarts o Dive-S nDiat ego, j SHEET
16 CON5'TiQUCT CATCf/9V�f/N N0. 3 PER C/TY,�'TD. DI�f�C. .504. 16880 West Bernardo Dive•San Diego,CA 92127 ( OF 6►
/ CONSTRUCT CHANNEL "NCT/ON 5'TITUCTU/�E PER OETA/L e ADDED STREET TREES AND FUTURE SIDEWALK �,��-�� M.J.GALLAHER (619)451-6100
�- 6 LAYOUT FOR CUP 95-34 ON SHEET NO. 2 6/3/96 KJM JW
CHECKED wry � w R.C.E. N0. ZG493 DRAWING N0. ,
fB CONSTRUCT 30 R jr P. -D (9H0`YN ON PLAN).
® 19 PLANT STREET TREES PER NOTES AND LEGEND ON SHEET NO. 2 No. DESCRIPTION OF REVISION DATE INITIAL PPROVA DATE (0 -ZB-88 FILE No. 1367
SAPPHIRE ST. VIA SERENA
ii 11 II II
II �I II �I
NOTE A .4.C. DRIVEWAY PECONSTRUCT/ON OF A.C. RETURN,; W/L L BE 5
,I 1
a I,
fT. RAO// U/VL E5'S OTHERW/SE NOTED.
/
- - "_'
---- -- 1--\� - -- _ _ --_�------_ --- -_�- -� _�-_ � pSCALE I = 40' �> J _ _ _ O
9 ACPAVEMNT S, LL 6E?
NCHES T /C
K AND SNL BE CN-
STRilerco TOE /Smlo R/6H7OFAYL/NFAN,0Re'E7'EX/9TIN6!
/ON� ORVEV,4} GOND/T/ NS TD MA KEA SYOOTH TNS/T
i
i; 40 0,00.00 19TH ST= 16.69.20 19TH-ST= ~ O
0*00.00 SAPPHIRE ST EXISTING R/W 8 SURVEY 0+00.00 VIA SERENA \j. Q _j
- - 11 - - 12 - - 13 _ _ 14 - - - 15 - - 16 - 17 - � m
i� TYP.
;t 8 A WW
B B
9"WATER p¢"WATER B"1VATE,P f Z_
- - w-- -- - -- w --- --- —w— - -- w-- - --- - ww-- w
7 A
Ll I I
EXISTING R/W
Ick
kQ
Q y Aj
Qua
Z �
as a1�
v o a �,a� ti JASPER ST. Fp_3 NINETEENTH STREET
UFE
SCALE I"= 40'
O _
_ ._
_ ____ ___ —
TASK WEEK 1 WEEK 2 WEEK 3 WEEK 4 WEEK S WEEK 6 WEEK 7 WEEK 8 WEEK 9 `
1 ROUGH GRADE TEMP. DRIVE LANE AND PAVE SOUTH SIDE OF 19TH. STREET.
2 INSTALL TEMPORARY SIGNING, STR!PNG, AND K-RALI
3 INSTALL STORM DRAIN FROM CENTER UNE OF 197H. STREET TO NORTH R/W UNE OF 19TH. STREET. II
4 CONSTRUCT CATCH BASIN AND CONNECTOR PIPE NORTH SIDE OF 19TH. STREET.
_.—. P.P. #H15918Y -
3 INSTALL EDISON. C.T.E. AND CABLE T.V.; INSTALL SIGNAL DUCTING NORTH SIDE OF 19TH. STREET.
6 ROUGHGRADE 19TH. STREET N 0 T E:TO SUB-GRADE NORTH SIDE}. SAPPHIRE STREET.WORK WILL REQUIRE THAT 1/2 OF STREET
7 CONSTRUCT CURB AND GUTTER N/S 19TH. ST. FOLLOWING INSTALLATION OF STORM DRAIN AND CATCH BASIN.
4 PAVE MATCH-UP PAVING NORTH SIDE OF 19TH. STREET (BASE PAVE ONLY) AND RESTR!PE DETOUR. II
33 3' BE CLOSED DOWN DURING WORKING HOURS. DELINEATORS TOBE ADJUSTED, OPPOSITE TO THE SIDE OF STREET UNDER
9 SWITCH DETOUR TO NORSIDE OF 19TH. STREET. CONSTRUCTION, TO GIVE ONE LANE OF TRAVEL IN EACH I Df
10 INSTALL STORM DRAIN TOO CENTER UNE OF 19TH. STREET SW'LY TO M.H. SOUTH OF R/W UNE. y-V 22 2� DIRECTION OVER ONE-HALF OF THE STREET.(I.E. CONST. ON s
11 CONSTRUCT JUNCTION STRUCTURE AND CONNECTOR PIPE SOUTH SIDE OF 19TH. STREET. WEST HALF - DELINEATORS ON EAST HALF).
12 ROUGH GRADE 19TH. STREET TO SUB-GRADE. ?�
13 CONSTRUCT CURB AND GUTTER SOUTH SIDE OF 19TH. STREET, {al
14 INSTALL EDISON. G.T.E. AND CABLE T.V.; INSTALL SIGNAL CONDUIT.
15 PAVE MATCH-UP PAVING SOUTH SIDE OF 19TH. STREET (BASE PAVE ONLY). — I ( INSTALL POLE, SPAN WIRE AND K-RAIL*
16 REMOVE OETOUR K---RAIL. EXTEND K-RAIL WESTERLY TO STA. 10+08 DURING CONSTRUCTION
IT INS'IAL1 BARRICADE SIGNING FOR 4--WAY STOP. W x x TYPE S.C.E.-, SERVICE TYPICAL ON EAST HALF OF SAPPHIRE.
Ig OVERLAY TO CENTER OF 19TH STREET (TEMP. DIVERT TRAFiIC TO N/S 19TH. ST. DURING NON-PEAK HOURS). _ � l
_ _ _. _ 2 ( W
LINER FINAL STRIPING PLANS.
o vs
i9 OVERLAY TO CENTER OF 19TH STREET (TEMP. AFF
DIVERT TRIC TO S/S 19TH. ST. DURING NON-PEAK HOURS)' N
20 STRIPE LANE S PER x yO
__. -.
CLQ � ,� -k N 0 T E: us ci i
21 �.___
22 V) 3< EXISTING PAVEMENT STRIPING ON 19th. STREET SHALL BE g z a v
24 x x Q REMOVED OR OVER COATED PRIOR TO DETOUR STRIPING I k!
BEING PLACED. 40
— PROPOSED SIGNAL 0r INSTALL TEMPORARY INSTALL TEMPORARY N ; g V
14+00.00 INSTALL C-13 LOCATION CONDUIT x , '`�� I g 8
II d`� STOP SIGN R1 (TYP.) � DO NOT PASS (R63) SIGN � 8 g g
"END of CONSTRUCTION' SIGN I I ry � WHITE STOP BAR
AND TWO WAY TRAFFIC (W44) SOLID DOUBLE
LORARYYELLOW N + g g
SIGNAL CONDUIT TO BE INSTALLED ( I e0 TEMP. 4--WAY (TYP.) ell
DURING CONSTRUCTION PHASE PRIOR TYPE h BARRICADES WITH YELLOW FLASHERS
TO PAVEMENT REPLACEMENT.
_ _ I I
DELINEATORS
I
- - --� a 3" G — — — —x — — — — — x — EXIST. WHITE LAND STRIPE
— - - x x °D —�-
OLID EXIST. TWO-WAY LEFT TURN LANE
M r`Vi -- A �� n —` --�r-" -�� TSP. SOLID NMITE EDGE STRIPE
-RAIL
13 14 15 16 SOLID 17 18 19 - -
--�- 14�•IfTE EDGE _ �_ -__ m_�._�-�• F — — ___.. - — ------ — — t— .�
—24 31
TEMP. DBL. S (TEMP',
n -soLtQET
ouD YEZLow ) NINETEENTH Ig
TE p
___
- _ wHt EDGE STRIPE (TEMP.) �_ �_ _ + �. _ P• OLID N
\ — - , ... EXIST.
_ - - -
_ `"
. ._ In _ M
_ -
WHITE LAND STRIPE
E- 4
_v
_ /� ♦\ + �-"r I _' ♦us
_.
s F--- E— — v E —__ _� E — E------
0
_
p C9 (s
w 0 0 15>. INSTALL TEMPORARY
' IZ 1 11!s DO NOT PASS" (R63)SIGN INSTALL TEMPORARY W I
Z 0 x� AND TWO TRAFFIC (W44) STOP S1CN R1 (TYP,} ;
t9 Z0 !�?SIGN Q I 1
i1i to J N
g s 1 INSTALL POLE/SPAN WIRI- O �I INSTALL TEMP. OVERHEAD 4-WAY RED FLASHING �k M
Li O I STOP LIGHT, FLASHER PER CAL-TRANS STD. SPECS. W I
P SECTION 86-3.08L, 86-4.07 v
i. O tiS
m �
F 3 o .
`�TA SOUTH DETOUR LANES �°' �°' g s
a 2 (CONSTRUCT IN NORTH SIDE OF 19TH) + 8 o
N
z g g zc
ggm
g �
+
• I� II
II P.P. JH15918Y
II N II N 0 T E:
EXISTING PAVEMENT STRIPING ON 19th. STREET SHALL BE
I� 33, 33 Il REMOVED OR OVER COATED PRIOR TO DETOUR STRIPING
BEING PLACED.
22' Z s
s
II
W ( ( 4STALL POLE, SPAN WIRE ANO ~
I = W I I TYPE S.C.F_-1 SERVICE TYPICAL
r� a- I W
n � _ Ila- K
I l l t;��-� INSTALL TEMPORARY cn C4
g a V �j p
SIGNAL CONDUIT TO BE INSTALLED ( 3► „ s
W � DURING CONSTRUCTION PHASE PRIOR I � DO NOT TWO WAY SS"TRA(R6C)(SIGN
SND C4 3c ao
Z }, g ��,` g I TO PAVEMENT REPLACEMENT.
INSTALL TEMPORARY I ��Q g
g �i g g C STOP SIGN R1 I cQ y 0r g t�
ui '�' VMITE STOP g g
g o 'r° - PROPOSED SIGNAL II ryo>� �8� TEMP. 4 W BTYP. SOLID DOUBLE YELLOW g
AND CONDUIT ( ) TEMPORARYINSTALL 2" A.C. ±
0 COMPACTED NATIVE PAVEMENT LOCATION (TYP.) I lo INSTALL TEMPORARY
xbl r, STOP SIGN Rt
- — — — — -- — — —
g DELINEATORS (TYP.)
a a a a s
SOLID WS;t1T; ED GE LINE (TE:A�P.) _ 3t G -._._ x x x x x >K
59 EXIST. WHITE LAND STRIPE
AlIN � — _ _ 4=17gyp• S SOLID WHITE EDGE STRIPE ^L�
sow . YELLow CSP I R-1o0o' R- OLID DOUBLE 171LOW M EXIST. TWO-WAY LEFT TURN LANE
13 14 15 Rel ' 17 17450 18 19 1 1 , 21 2 2 -_ 24 — 31 32
p PRC - -�--�-
MT - K-RAIL BARRIER � I x_ _
r' SOLID WHITE EDGE STRIPE (TEMP.) �' _ 40' NINETEENTH _ �—
_ —.--�- 2O' INSTALL TEMPORARY "` ---_-_ Yiv
E' I' x --- x >4 SOP
OPEN-N STOP SIGN R-, - _ -- --- — STREET
_ _ _
DELINEATORS (TYP.) \ — -- — * _ _ __ _ - M"- _ .. __ _ --- - _-�� -.— - _ _ - _� EXIST. WHITE, LAND STRIPE
�� ♦ ' E
f — -- E E -- E -- E E - ---E - -
0 �CT INSTALL TEMPORARY
Z 'y� INSTALL TEMPORARY STOP SIGN Ri °t 3
OF 4 0 Q DO NOT PASS'S (R63) SIGN a �
t� a AND TWO WAY TRAFFIC I
CONTRACTOR'S RESPONSIBILITY FOR SAFETY w (W44) SIGN
INSTALL POl E,�SPAN WIRE
z IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR .1 9 0 INSTALL TEMP. OVERHEAD 4-WAY 21+98.00 END K-RAIL n n
T
F AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE a O I REO FLASHING STOP.LIGHT. FLASHER 1 I
PER CAL-TRANS STD, SPECS.,SECTION to v
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE n �j 1�� ?- 86-3.08L, 86-4.07 ' NORTH
Q zd COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING Y
0 SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS z �QbFESS/pN m 3 0 20 40 80 120
ci W �`' REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE t3 Obo
06 LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE z , ����`'�JQµ G �y� NORTH DETOUR LANES 30 0, CITY O F UPLAND s g
U z OWNER, THE ENGINEER, AND THE CITY OF UPLAND g r 2 a N 14 m CONSTRUCTION IN SOUTH SIDE OF 19TH 18 18 a � FEET FEET
w HARMLESS FROM ANY AND ALL UABILIT Y, REAL OR g z 'L� 0 2381 N ( ) o c
E� m ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF + Exp.12/3 /93 APPROVED BY: N ,
I WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY 3 �r * CONTRACTORS NOTE
z z g z ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CK ��� A SIGNS A
g g g g ENGINEER, THE CITY OF UPLAND, OR THE CITY OF RANCHO �1 j 9/ ALL AND STRIPING TO B� IN ACCORDANCE WITI� CAL-TRANS
$ '$ n ' CUCAMONGA FOFCAL�F� TTY ENGINEER R.C.E. f5 3 DATE: STANDARDS AND THE "WATCH HANDBOOK 6TH ED., FOR TRAFFIC
.- CONTROL.
EXPIRES 3�309f
BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: . REVIEW BY CITY STAFF CITY OF RANCHO CUCAMONGAUPLANDSHEET
MAR DATE INIT. DESCRIPTION AP vllull /� DEPARTMENT INIT. DATE CITY O F
LOCATION: - 1 2-5-90 C.B. ADD R63 81 W44 SIGNS AT EACH END OF DETOUR PER CAL TRANS, ASSOCIATED ENGINEERS DESIGN BY:
9259 UTICA AVE. * SUITE 100 WATER DEPT. TRACK 13266
APPROVED BY:
RANCHO CUCAMONGA, CA. 91730 CHECKED BY: FIRE DEPT. ,
TEL: (714) 980-1982 TRAFFIC ' �1q g� 19th . STREET DETOUR PLAN of 1 , SHEETS
ASSOCIATED DRAWING NO.
• /Vl KL r �-S- 90 ENGINEERS SEWER gy €g,-ER R.C.E. A z 71367
ELEV. R.C.E. NO. 23814 E.xr. t2-5I-93 DATE: FILE NO. DRAINAGE SI - 87-30X
86-06X