HomeMy WebLinkAbout1878-1N
-f 41&-917'
0�
r4
4(z
4,j
2
REVISION k1Q. 1 5NEET Iff 1-.� Mo. 6 SNIET
N 0. Z SWEET 5
Mo. "RECORD DIZAWWDS" F14ASI
WRE FREFAREI? BY:
,�THE SP CONSULTING GROUP
'(P MORGAM, SUITE iOb
RVINEI CA. MIS
01
low
INDMA3 A. FETERSENY R.C.E. 35 2115 DATE
Of ssto;F-4�e T
PE re\
C -D
RCEN 35275
4�4
of aoisv
NNW
Wfi.E_ R
N PROVEMENT
NO
,,TRACT
A .9 COIVSTRUCTED
(AVAACI)
1A1,4'0RA,-7A ROA/ SOPPL ZED BY B 49A
CMAISARUCrloAl.
A -RECORD DRAWING
The information on this drawing is obtained from others and
------- Zz
must be verified in the field by anyone prior to use for
construction. J.P. KAPP & Assoc. is not responsible -for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
intend to use same.
'0000 ?A W/j,
KEY A4AR 11%. 22015
rxp 4-30-93
CJW�
11/0
., n "
54�FR V I r, ',A Z_ eR r - C,4 6 Z_ 7'0 Z_ 6 qa, 5 -
OA 16
41345��ORoe YO 6/ 4? 6F.
W
PLANS,
:3750
ez*,? r aw
NOTES (CASE 1):
I WHERE CLEARANCE 81TININ JkYrTOM OF
PRECAST PIP8,STORM DRAIN AND TOP OF
,fO OR
r
Ile _".41N5r SANITARY SEW84,40:r LISP THAN 6", CASK
11NA015 r4lleS 46A0 WIN
I APPLIES.
'N,0 2 SAN I TARY -,SEWER 611ALL. Bt-DUC�ILX IRON
05 ve PIPI. CLASS 50 (MIN.), EPDXY LINED IN
CONFORMANCE WITH ASTM A 746 AND
POLYETHYLENE WRAPPED IN CONFORMANCE
WITH AWWA C105.
IN 3.- KXTIND'BOTH ENDS OF CRADLE OR
ENCASEMENT TO A POINT ONE INCU SHORT
Of FIRST PIPE JOINT BEYOND LOCATIONS
SPECIFIED ON PLAN.
,V,O. 4f .9,4,of L,1A,'.61r-. KrYRq,- .0)
6' NOTES (CASE 2):
rlC
444,r 1. WHERE CL3ARANCN BETWEEN BOTTOM OF
UNDERGROUND PIPE. OR STRUCTURE AND TOP
OF SEWER IS 6" TO 18", CASE 2
APPLIES,.
2. APPLY FORM OIL, THIN PLASTIC SHEET,
L&1c1rr&,t1121& OR OTHER ACCEPTABLE MATERIAL TO EXTRA
STRENGTH V.C.P. TO PREVENT BOND
BETWEEN PIPE AND CONCRETE.
3. NOTE 3 FROM CASE 1 APPLIES.
Ir
4,ey
A CONC. elv"Selfflrovr
'4r 4.oNalrelpliv.44
,0,4,e5 4-fll.444,v �TOW-CCD
,"�`Oee ,P1,404 Zt4,e6ee . .
rW,4N /-f -)01
_12&EAR49 RROrECrION ic_01? IWIN ZlIVE
�f N
LvICCrION =L
�
NO YC.44 &
*CC- 0W-,r,41e_
'A
k
N
A ,
ley
A
A
Ile 1V11!Fe+1
1 ELNATION SHOWN ON PROFILE- AS "TOP OF MANHOLE" ARE APPROXIMATE
-AND NOT TO BE USED FOR SETTING OF MANHOLE RING.
ONLY
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
CITY OF- FONTANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS DATED 1975.
3. CONSTRUCTfO*N PERMITt SHALL BE OBTAINED FROM THE FONTANA PUBLIC
WQRKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE
CITY LIMITS.
J
4. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE
WITH A PLUG.
5. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO- �,_ONSTRUCT THE WORK -TO THE PLAN GRADES.
6. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
OR POWER POLES, WATER MtTERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES ETC..., SHOWN ON THIS PLAN OR NOT, WITHIN AREA TO
BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE
RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE
CONSTRUCTION BEGINS.
7. "AS BUILT" P LANS SHALL BE PROVIDED TO THE CITY BY THE
CONTRACTOR.
8. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION,
OF ALL LATERALS.
9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER
CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND'UPON COMPLETION
OF PAVING, THE PAVINd CONTRACTOR SHALL RAISE SAME TO FINISHED
GRADE.
10. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
C�UTION: THE ENGINEER PREPARING THE8E PLANS WILL NOT BE
RESPOt'SIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES OR
USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE
IN WRI-TING AND APPROVED BY PREPARER OF PLANS.
A
4WT&R e0.
ee..4 ey
UTILITY
NOTIFICATIONS
WAJER:
lo7
.17WI41V 10
9461 SAN BERNARDINO ROAD
6�1 /0' V C,
6.?041,VO _Fe1R1WCz- 0,V4 y
t 4=
(714) 987- 25 91
10-41ovl,1044" /5 ro Age 19411elelo
CITY OF FONTANA
PeR clry 0r
A5. -r. COMCR6,rE
FONTANA, CA 92335
(714) 350-7640
POWER:
SOUTHERN CALIFORNIA E-DISON COMPANY
s.-,eeer s41R,,c;4cc
P.O. BOX 788
NV\,
300 N. PEPPER STREET
7,
RIALTO, CA 92376
d. -
GAS:
SOUT-H-ERN -CALIFORNIA GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335
C01V!6r 4 ',044. W,4,AV
MR. LOU WESTFALL
own 17/-4
IC -4.
W
PLANS,
:3750
ez*,? r aw
NOTES (CASE 1):
I WHERE CLEARANCE 81TININ JkYrTOM OF
PRECAST PIP8,STORM DRAIN AND TOP OF
,fO OR
r
Ile _".41N5r SANITARY SEW84,40:r LISP THAN 6", CASK
11NA015 r4lleS 46A0 WIN
I APPLIES.
'N,0 2 SAN I TARY -,SEWER 611ALL. Bt-DUC�ILX IRON
05 ve PIPI. CLASS 50 (MIN.), EPDXY LINED IN
CONFORMANCE WITH ASTM A 746 AND
POLYETHYLENE WRAPPED IN CONFORMANCE
WITH AWWA C105.
IN 3.- KXTIND'BOTH ENDS OF CRADLE OR
ENCASEMENT TO A POINT ONE INCU SHORT
Of FIRST PIPE JOINT BEYOND LOCATIONS
SPECIFIED ON PLAN.
,V,O. 4f .9,4,of L,1A,'.61r-. KrYRq,- .0)
6' NOTES (CASE 2):
rlC
444,r 1. WHERE CL3ARANCN BETWEEN BOTTOM OF
UNDERGROUND PIPE. OR STRUCTURE AND TOP
OF SEWER IS 6" TO 18", CASE 2
APPLIES,.
2. APPLY FORM OIL, THIN PLASTIC SHEET,
L&1c1rr&,t1121& OR OTHER ACCEPTABLE MATERIAL TO EXTRA
STRENGTH V.C.P. TO PREVENT BOND
BETWEEN PIPE AND CONCRETE.
3. NOTE 3 FROM CASE 1 APPLIES.
Ir
4,ey
A CONC. elv"Selfflrovr
'4r 4.oNalrelpliv.44
,0,4,e5 4-fll.444,v �TOW-CCD
,"�`Oee ,P1,404 Zt4,e6ee . .
rW,4N /-f -)01
_12&EAR49 RROrECrION ic_01? IWIN ZlIVE
�f N
LvICCrION =L
�
NO YC.44 &
*CC- 0W-,r,41e_
'A
k
N
A ,
ley
A
A
Ile 1V11!Fe+1
1 ELNATION SHOWN ON PROFILE- AS "TOP OF MANHOLE" ARE APPROXIMATE
-AND NOT TO BE USED FOR SETTING OF MANHOLE RING.
ONLY
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
CITY OF- FONTANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS DATED 1975.
3. CONSTRUCTfO*N PERMITt SHALL BE OBTAINED FROM THE FONTANA PUBLIC
WQRKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE
CITY LIMITS.
J
4. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE
WITH A PLUG.
5. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO- �,_ONSTRUCT THE WORK -TO THE PLAN GRADES.
6. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
OR POWER POLES, WATER MtTERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES ETC..., SHOWN ON THIS PLAN OR NOT, WITHIN AREA TO
BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE
RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE
CONSTRUCTION BEGINS.
7. "AS BUILT" P LANS SHALL BE PROVIDED TO THE CITY BY THE
CONTRACTOR.
8. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION,
OF ALL LATERALS.
9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER
CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND'UPON COMPLETION
OF PAVING, THE PAVINd CONTRACTOR SHALL RAISE SAME TO FINISHED
GRADE.
10. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
C�UTION: THE ENGINEER PREPARING THE8E PLANS WILL NOT BE
RESPOt'SIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES OR
USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE
IN WRI-TING AND APPROVED BY PREPARER OF PLANS.
A
4WT&R e0.
ee..4 ey
UTILITY
NOTIFICATIONS
WAJER:
CUCAMONGA COUNTY WATER DISTRI-CT
9461 SAN BERNARDINO ROAD
6�1 /0' V C,
CUCAMONGA, CA 91730
t 4=
(714) 987- 25 91
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
co"V-677
FONTANA, CA 92335
(714) 350-7640
POWER:
SOUTHERN CALIFORNIA E-DISON COMPANY
57_Z2 M� 112
P.O. BOX 788
300 N. PEPPER STREET
RIALTO, CA 92376
MR. DAVE JONES
GAS:
SOUT-H-ERN -CALIFORNIA GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335
C01V!6r 4 ',044. W,4,AV
MR. LOU WESTFALL
SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSION DIVISION
20 Iz/
2191 E. BIRCH STREET
BREA, CA . 92621
TELEPHONE:
PACIFIC TELEPHONE
0/4= 1A '5� 7-j'2. NO,
9000 HELLMAN AVENUE
RANCHO CUCAMONGA, CA
W
PLANS,
:3750
ez*,? r aw
NOTES (CASE 1):
I WHERE CLEARANCE 81TININ JkYrTOM OF
PRECAST PIP8,STORM DRAIN AND TOP OF
,fO OR
r
Ile _".41N5r SANITARY SEW84,40:r LISP THAN 6", CASK
11NA015 r4lleS 46A0 WIN
I APPLIES.
'N,0 2 SAN I TARY -,SEWER 611ALL. Bt-DUC�ILX IRON
05 ve PIPI. CLASS 50 (MIN.), EPDXY LINED IN
CONFORMANCE WITH ASTM A 746 AND
POLYETHYLENE WRAPPED IN CONFORMANCE
WITH AWWA C105.
IN 3.- KXTIND'BOTH ENDS OF CRADLE OR
ENCASEMENT TO A POINT ONE INCU SHORT
Of FIRST PIPE JOINT BEYOND LOCATIONS
SPECIFIED ON PLAN.
,V,O. 4f .9,4,of L,1A,'.61r-. KrYRq,- .0)
6' NOTES (CASE 2):
rlC
444,r 1. WHERE CL3ARANCN BETWEEN BOTTOM OF
UNDERGROUND PIPE. OR STRUCTURE AND TOP
OF SEWER IS 6" TO 18", CASE 2
APPLIES,.
2. APPLY FORM OIL, THIN PLASTIC SHEET,
L&1c1rr&,t1121& OR OTHER ACCEPTABLE MATERIAL TO EXTRA
STRENGTH V.C.P. TO PREVENT BOND
BETWEEN PIPE AND CONCRETE.
3. NOTE 3 FROM CASE 1 APPLIES.
Ir
4,ey
A CONC. elv"Selfflrovr
'4r 4.oNalrelpliv.44
,0,4,e5 4-fll.444,v �TOW-CCD
,"�`Oee ,P1,404 Zt4,e6ee . .
rW,4N /-f -)01
_12&EAR49 RROrECrION ic_01? IWIN ZlIVE
�f N
LvICCrION =L
�
NO YC.44 &
*CC- 0W-,r,41e_
'A
k
N
A ,
ley
A
A
Ile 1V11!Fe+1
1 ELNATION SHOWN ON PROFILE- AS "TOP OF MANHOLE" ARE APPROXIMATE
-AND NOT TO BE USED FOR SETTING OF MANHOLE RING.
ONLY
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
CITY OF- FONTANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS DATED 1975.
3. CONSTRUCTfO*N PERMITt SHALL BE OBTAINED FROM THE FONTANA PUBLIC
WQRKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE
CITY LIMITS.
J
4. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE
WITH A PLUG.
5. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO- �,_ONSTRUCT THE WORK -TO THE PLAN GRADES.
6. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
OR POWER POLES, WATER MtTERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES ETC..., SHOWN ON THIS PLAN OR NOT, WITHIN AREA TO
BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE
RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE
CONSTRUCTION BEGINS.
7. "AS BUILT" P LANS SHALL BE PROVIDED TO THE CITY BY THE
CONTRACTOR.
8. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION,
OF ALL LATERALS.
9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER
CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND'UPON COMPLETION
OF PAVING, THE PAVINd CONTRACTOR SHALL RAISE SAME TO FINISHED
GRADE.
10. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
C�UTION: THE ENGINEER PREPARING THE8E PLANS WILL NOT BE
RESPOt'SIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES OR
USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE
IN WRI-TING AND APPROVED BY PREPARER OF PLANS.
A
P,el V,4 7_,!��: (VO7-e .-
!5;7161V11V(:F 7-1-14e6�4e
7-1-45 A CC61RA C Y A lV25) A 0/6 / 7Y Oz- 7-1-le5F.
'-/
//V 71-145 45V,!51V7 Oel=
41_--0�\167_R41C7-101V1 t4_-_`Re1VA7_4!5_ !6,--1A
"=0t4e A A/ A CC(5F(4=;7-A,6 4-eF eO6 0 77e10,1V
A NV R4 5 V 4 611 V 7 7- 4! 5 4 P,/- A /--c � 2, 4?, 4 r r- >P, C-10 VA L/_ e Y 7; y- A! 5 r C, 7 Y.
MASTER PLAN INCLUDES CHERRY AVENUE NORTH OPI Sbiikf
SADDLEBACK DRIVE.
1 *4
4WT&R e0.
ee..4 ey
10W —e4
V mew C r cVZ11AN7Z-rY
I j
(D
7�c
6�1 /0' V C,
S
t 4=
BRIDLEPATH AND CHERRY AVENUE.
oom6 r v c. R
4-�
co"V-677
36
/_57 _�.:7
57_Z2 M� 112
6 NIN
0K
C01V!6r 4 ',044. W,4,AV
20 Iz/
r
22-
0/4= 1A '5� 7-j'2. NO,
_rCeC C rZ',01 114 rl eE ff EV
kZ) C67" .1677.
Ned
6
C01V,_f 7- 4,r Ile- TI!Ep� 4
2,q3P
2 /,(-3 (r.- Z. F
colx� r lo *v Rz
24,
7,/ E,4
(/�VCZ 610,1F,0 A/e'rAf- r T,:7z—_4ws.1
v�
0. Z".
7A
CL,EAPIVa
UMP gz/m
49 454
SF
0,:: rA e as 57 w 46 7- OrI4.
P
149
4 Ve AC PIIA-f 7'
�O _417
/ a d 0
ooe8
,-f OCA�
_AzC15, 14C 1191110YI r
4PO
ts
- R. /W 14VW 4;717",y
1�ZFe7—,4=4,
.
0�r I
,5? IA16 , 571-10RIAJ 1:91.81e,091:Z-AJ6
'/_5
-!q
P,el V,4 7_,!��: (VO7-e .-
!5;7161V11V(:F 7-1-14e6�4e
7-1-45 A CC61RA C Y A lV25) A 0/6 / 7Y Oz- 7-1-le5F.
'-/
//V 71-145 45V,!51V7 Oel=
41_--0�\167_R41C7-101V1 t4_-_`Re1VA7_4!5_ !6,--1A
"=0t4e A A/ A CC(5F(4=;7-A,6 4-eF eO6 0 77e10,1V
A NV R4 5 V 4 611 V 7 7- 4! 5 4 P,/- A /--c � 2, 4?, 4 r r- >P, C-10 VA L/_ e Y 7; y- A! 5 r C, 7 Y.
MASTER PLAN INCLUDES CHERRY AVENUE NORTH OPI Sbiikf
SADDLEBACK DRIVE.
1 *4
AL am
jo R KMW
PLANS PRE ARED UNDER THE DIRECTION OF: Noo Divarictiont OArZ_:� AR�-ZV,4e, 0)4 Deno" "orK
PUBLIC �ORKS DEPARTMENT
"9 S11)" "!?I J. '11!p. reot
W � Fri' R4 A N.,q Soo
CIVIL ENGINEERS, STRUCTURAL INGINIERS, Drvwn bys
!!�I�i gel Rfl�ORD 9[ZAWING QAr#A ADOET) P1+A SE J 9 oer 9z LAND PLANNERS &SURVEYORS W=400
5 15892, PASADFAA AVENUE H.A.L_ TRACT No.,� 13750-- 1
e.t� ell. zoo/,C 0,47-,= CHANGE STREET NAME FROM =9V21r
_jjjjjj;��' 6 ry.9 FWE 43 - R.R. Spike in E.F. by PP*1536553E S, ly. TUSTIN, CALIFORNIA 92680 9 (714) 730-5757 DesignOd by: moo Date:
APPAL003A 70-' BR-J,DLEPATH side of Devellne 220' E*1y of Cherry Ave.- 0.7
11 -try. 9j, H4F,
Js\ AV'_5u$T&1TAVCS R.C.
"REC.011D DRAWINGS" PHASE IL TTFT9 ia -A&A-7 J.P. KAPP R.C.E. 12015 DATE Checks d byt Dwq. No-#,-
Elevztlon 1313.04
-A E. 9
_f Pr
Rj', 4W" - I
ENG I NEE R R
PT
2. SUBMASTER PLAN INCLUDES ldkPhfq�� BRIDLEPATH DRIVE, AND
10W —e4
FOXBOROUGH DRIVE` -TO STA. 29+19.25.
o4
3. IN TRACT JNCLUDES FOXBOROUGH DRIVE,FROM STA. 29+19.25.
NORTHE TRAILHEAD DRIVE, RESERVOIR ROADr AND 611 LATERALS ON
t 4=
BRIDLEPATH AND CHERRY AVENUE.
4-�
4; ewl1v
-W
57_Z2 M� 112
6 NIN
IN
0/4= 1A '5� 7-j'2. NO,
_rCeC C rZ',01 114 rl eE ff EV
_r444rCrICA9
-501L. 1�"044,r- ff/Z—'"
r7
:.*.
�O _417
/ a d 0
ooe8
,-f OCA�
41
k,
ts
- R. /W 14VW 4;717",y
1�ZFe7—,4=4,
.
0�r I
'/_5
CONTRACTOR AGREES THAT HE- SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SIT -E CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS
THE EXISTENCE AND LOCATION OF ANY ORDERGROUNQ UTILITY
AND PROPERTY TNAT THIS REQUIREMENT SHALL APPLY CONTINOUSLY
PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
BY TH
AND NOT BE LIMIT'LI) TO NORMAL WORKING HOURS: AND THAT THE CON -
QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY A SEARCH OF THE AVAILABLE RECOR'D_S. TO T -HE B.EST -OF OUR
TRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER THE ENGER
CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
'THE OF THE CIVIL
THE CITY OFFowmt4A HARMLESS FROMANY AND ALL LIABILITY REAL
DISCREPANCIES ARE BROUGHT TO ATTENTION
AFORESAID T -IME, THE TOTALS WILL,BIE ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE-
OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
ENGINEER PRIOR TO THE CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AN
PAY QUANTITES FOR ALL WORK SHOWN ON
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SO1,E_ NEGLIGENCE
CONSIDERED'AS FINAL ANY OTHER LINES NOT OF RECORD OR NOT SHOWN.
1 -1,
OF THE OWNER OR THE ENGINEER, AND CITY.
THE PLANS.,
REV IS I ONS,
'I TY OF
FONTANA
CALIFORNIA—
-
AL am
jo R KMW
PLANS PRE ARED UNDER THE DIRECTION OF: Noo Divarictiont OArZ_:� AR�-ZV,4e, 0)4 Deno" "orK
PUBLIC �ORKS DEPARTMENT
"9 S11)" "!?I J. '11!p. reot
W � Fri' R4 A N.,q Soo
CIVIL ENGINEERS, STRUCTURAL INGINIERS, Drvwn bys
!!�I�i gel Rfl�ORD 9[ZAWING QAr#A ADOET) P1+A SE J 9 oer 9z LAND PLANNERS &SURVEYORS W=400
5 15892, PASADFAA AVENUE H.A.L_ TRACT No.,� 13750-- 1
e.t� ell. zoo/,C 0,47-,= CHANGE STREET NAME FROM =9V21r
_jjjjjj;��' 6 ry.9 FWE 43 - R.R. Spike in E.F. by PP*1536553E S, ly. TUSTIN, CALIFORNIA 92680 9 (714) 730-5757 DesignOd by: moo Date:
APPAL003A 70-' BR-J,DLEPATH side of Devellne 220' E*1y of Cherry Ave.- 0.7
11 -try. 9j, H4F,
Js\ AV'_5u$T&1TAVCS R.C.
"REC.011D DRAWINGS" PHASE IL TTFT9 ia -A&A-7 J.P. KAPP R.C.E. 12015 DATE Checks d byt Dwq. No-#,-
Elevztlon 1313.04
-A E. 9
_f Pr
Rj', 4W" - I
ENG I NEE R R
PT