HomeMy WebLinkAbout3897-1GENERAL NO TESCl TY OF FON TA NA
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK').
ALL REFERENCE SPECIFICA TIONS AND STANDARDS SHALL BE THE LA TEST EDI TION STREET lAdPROVEA4ENT P.1,ANS
UNLESS OTHERWISE NOTED.
2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR
SHALL IMMEDIA TEL Y REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 0 �'�JSH�EET 12
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, T ENGINEERING DI VISION PRIOR
TO THE START OF ANY WORK. INSPECTION COORDINA 77ON SHALL BE REQUESTED
AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WI7HIN THE CITY LIMITS CALL (909) 350-7610. Lo I 2 1 97 96 95 94 93 92 91 90
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5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, • METHODS AND I �'
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LA TEST I I 0 SH4ff 6
NON-ME7RIC EDI77ON UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. B TANO I PL44
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, N - -
DELINEA TORS OR 07HER TRAFFIC CONTROL AT ALL TIMES I -
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7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA 77ON OR TRENCH WORK FOR V�j 3 4 5 6 7 8 1
TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIWSION OF I79 80
INDUSTRIAL SAFETY.
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8. THE WALLS AND FACES OF ALL EXCA VA 77ONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE i ❑ El
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GUARDED BY SHORING, SLOPING OF 774E GROUND OR OTHER APPROVED MEANS PURSUANT TO 774E � f 0 L „�
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, 666/
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07EN77AL EXISTS ::�4
IFOR GROUND MOVEMENT. f f 78 65 , i
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT q
OBTAINING A SEPARA TE PERMIT FOR THA T PURPOSE.77 66
� RT 12
10. THE LOCA 77ONS OF U77LI77ES SHOWN HA VE BEEN DETERMINED FROM A VAILABLE INFORMA 770N. 4 11
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE i 13 76 67
FIELD, THE TRUE LOCA 77ON AND ELEVA 77ON OF ANY EXIS77NG UTILITIES, AND TO EXERCISE \ n
PROPER PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND _
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCA VA 770N. 1 0 146
J I \ 75
11. THE CONTRACTOR SHALL COORDINATE CONSTRUC77ON WITH ALL U77LI TY COMPANIES INCLUDING,
BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE 1 - 15 74 I•�
IRRIGATION, DOMES77C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND
JO
CAL 7RANS ALL U77LI TY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE PRIOR TO 6
WORK AROUND THEIR FACILITIES. 16
°x°.73 70
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT Z17 h o
APPROPRIA 7E AGENCY AUTHORIZA 770N. CONTRACTOR SHALL COORDINA 7E WI TH THE APPROPRIA 7E
WA TER COMPAN Y FOR VA VE OPERA 77ON ANO WA TER REQUIREMEN IS.Qr
ov v 72 71
13. CURVE DA TA REFERS TO INE FACE OF CURB. 18
14. STA 770NING REFERS TO THE CEN7ERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 19
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE 54
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL 20 ti 55
BE RESPONSIBLE FOR THE PRESER VA 77ON OF BENCHMARKS AND CONSTRUCTION CONTROL
STAKING DURING CONSTRUCTION. -
21 52
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16.. THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES "� 1 I o
OR BENCH MARKS WI THOUT PRIOR NO77FICA 77ON TO THE CITY ENGINEER. ) I I I m m iciliSr
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17. REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY 2 53
MONUMENTS, MONUMENT 77ES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL a _
ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED SAN VEAIIN JA CUM:
AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL La
N077FY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS 0100=4.,5 cfs HEET '
CAN BE ESTABLISHED FOR LA TER REPLACEMENT OF THE MONUMENT. TIDN1
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES I I I BASIN
AT ALL TIMES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES IN THE � C p000,39 40 41
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL, 25 38 37 36
INCLUDING ADEQUA 7E WA TERING, AT ALL TIMES. 1
D. ALL GRADING 0 ERA 710NS SHALL BE DISCON77NUED WHEN SUSTAINED WIND VELOC177ES 2
J 6
2P � �
EXCEED 25 MILES PER HOUR. r
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MA TERM L, MUD, SIL T OR DEBRIS TO BE - E (JE-
-
DEPOSI TED ONTO PUBLIC OR PRI VA TE PROPERTY ADJACENT TO THE RIGHT -OF -WA Y DURING o -
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. SHED 2
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 27
I i �
23. A GEOTECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACTION. FAILURE r 28 29 1 30 31
TO OBTAIN THE REQUIRED DENSI TY SHALL REQUIRE REWORKING OF 7HA T POR 77ON OF THE ri
WORK UN77L THE SPECIFIED DENSITY IS OBTAINED. I t
L7 ,
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
S7REET IMPROVEMENTS. UPON INSPEC77ON OF THE SI ZE, THE CI TY ENGINEER MA Y REQUIRE IF -L
i
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS
INDEX MAP
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE
77ME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS SCALE l' 150'
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MA TCH
EXIS77NG CONCRETE:
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
LOCA 77ON OF THE SEWER LATERAL.
THE EXISTENCE AND LOCA 77ON OF ANY UNDERGROUND U77LI77ES OR STRUCTURES
28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING 57EEL HAVE BEEN PLACED, SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A VAILA BLE RECORDS;
INSPECTED AND APPROVED. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG U77LI77ES EXCEPT
THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE
29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PRECAU77ONARY MEASURES TO PROTECT THE U77LI TY LINES SHOWN ON THESE
PAVING OF STREETS DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE U77LI TY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
30. APPROVED SOIL S7FRILANT /S REQUIRED UNDER ALL NEW ASPHAL T PA VEMENT PR/OR TO SHOWN ON THESE DRAWINGS
PLACEMENT.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
31. PAVEMENT STRUCTURAL SEC77ONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION BILI TY FOR THE JOB SI7E COND177ONS DURING THE COURSE OF CONSTRUCTION
AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 7HA T
COMPLE77ON OF ROUGH GRADING. THIS SHALL APPLY CON77N000SLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
32. ACTUAL THICKNESS OF A. C. PA VEMENT AND/OR BASE COURSE MA TERM FOR STRUCTURAL AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
STREET SEC77ONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO IN CONNEC77ON WI7N THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG
CITY OF FONTANA FOR APPROVAL UPON COMPLE77ON OF ROUGH GRADING. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED CONTRACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS AND SHALL REPORT
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
34. UPON COMPLE77ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND 07HER TRAFFIC CONTROL DEVICES TO THE SA77SFAC77ON OF
THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SA 77SFAC77ON OF THE CITY ENGINEER. Q O REV. REVISION Di
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, n
WHO SHALL PRO VIDE RECORD DRA WINGS TO 174E CITY ENGINEER. I 1
TRACT N0. 16685
u u � i� Riw
12'
6" 15'I 6.5'
27.
SIDEWALK
CONC. CURB
& GUTTER
R/W
64'
20CL 20'
LEVEL LINE
12'
-0.01'
6.5' 5' 6"
AC PAVEMENT
)? ..
LOT A & B
colvc. FOR LANDSCAPE 12
SIDEWALK PURPOSES ,
CONC. CURB MIN.
& GUTTER
6„ 6'
co
R/w PAD 27
LIMEK/N LANE (STA.10+00 TO STA.15+28.18) 1
TOPANGA AVE.(STA. 10+00 TO STA. 20+02.69)
ESTERO WAY STA. 10+00 TO STA.15+32.00 )
CASTLE ROCK LANE (STA. 10+00 TO STA.15+28.24 )
BUTANO PLACE (STA.10+00 TO STA. 214+03.56)
TYPICAL SECTION
TI=5.5
NOT TO SCALE
60'
12' 18' CL 18' 12'
'
6" _5'j 6.5' 0.03
6.5' 5' 6"
29, LEVEL LINE AC PAVEMENT
27. -
O6 PROP. CONC
SIDEWALK
,
rr�
q
120
108'
IMPROVEMENT BY OTHERS
.n
ml
VICINITY MAP
N.TS.
2=_
TYPICAL SECTION
BASELINE A VENUE
(PER CITY CAPITAL IMPROVEMENT PROJECT
MANAGED BY CALTROP ENGINEERING CORPORATION)
TI=9.0- 105
NOT TO SCALE
R/W
12'
2' 6'
MIN.
20
+ SIDEWALK
CONC.
� SIDEWALK CONC
I CONSTRUCTION NOTES QUANTITIES
62 0 CONC. CURB
-
& GUTTER BUTANO PLACE (STA. 14+03.56 TO STA.18+00.68) CONC. CURB
SAN JACINTO AVE. (STA. 10+00 TO STA. 14+86.27) & GUTTER O1 CONSTRUCT 4" AC PAVEMENT (M/N.) OVER 12" OF 957 COMPACTED 177,290 SF/ 4,395 TON
ELAINE AVENUE (STA. 10+00 TO STA. 13+73.23)LANE 1 '1 NA 71 VE MA 1ERlAL (SEE GENERAL NOTES 31 & 32)
TYPICAL SECTION O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY S7D. PLAN NO. 1003 8,390 LF
�� 2 c NOT TO SCALE
TI = 5.5 O3 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANS177ON PER 275 LF
;7 58 59 60 CITY STD. PLAN NO. 1003
I I I p EX. RIW , PROP .R/W O4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY SID. PLAN NO. 1006. 19 EA.
49 48 60 O5 CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY SID. PLAN NO. 105 6, 035 SF
n IZ EX/ST. IMPROVEMENT I L PROP.. IMPROVEMENT O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY SID PLAN NO. 1015 59,710 SF/TOTAL
47
W f40' ±20' (FOR BASELINE A VENUE) (4, 600SF)
QIP ' 12' 18' 18' 12'
Z 2' OVERLAY f 10' O7 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. SID. PLAN 313-1. 5 EA.
CASE PER DETAILS ON SHEET 9
h SAWCUT AND 0.03 6.5' S' 6" 5 EA.
REPLACE EX.AC O8 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. SID. PLAN
46 I _ 2311 EX. EP _-
300-2, "W" PER PLAN
O9 ADJUST MANHOLE TO GRADE PER CITY STD. 109 14 EA.
43 44 45 tP- SIDEWALKC PROP. CONC. 10 ADJUST VALVE TO GRADE PER CITY SID. 130 18 EA.
_ EX. CONC. PROP. AC PAVEMENT SIDEWALK
r CURB& GUTTER PROP. CONC. 11 INSTALL STREET NAME SIGN PER CITY SID. NO. 139 10 EA.
F4 AP.Al �, I LEVEL LINE CURB& GUTTER
O 12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY SID. PLAN NO. 1016 (SCE #7) 27 EA.
PEPPER AVENUE (STA. 10+00 TO STA. 14+99.89)
TYPICAL SECTION SAWCUT AND REMOVE EXIS77NG A. C, PAVEMENT 6,160 SF
o I NOT TO SCALE O 14 CONST. DRI VEWA Y PER CITY SID. PLAN NO. 1005, W PER PLAN 97 EA / 13, 860 SF
TI=5.5
IPROP. R/W CL EX. R/W 15 INSTALL R1 STOP SIGN W/LIMIT & "!STOP" LEGEND 3 EA.
I PROPOSED IMPROVEMENTS FUTURE IMPROVEMENTS PER CITY STD. PLAN 740. 139
' 16 CONSTRUCT PARKWAY DRAIN PER•A.P.W.A. SID. PLAN 151-1 1 EA.
1-23"8 I EXIST.IMPROVEMENTS 1 REMOVE EXIS77NG BARRICADE 1 EA./30 LF
33 10' 68 18 GRIND & CONSTRUCT 0.1' MINIMUM AC OVERLAY PER DETAIL SHEET 11 2,040 LF / 24,280 SF
.1 n IA 11 -TILL
J4' J4 117 llv_)lf_l BAR06ADE PER &P'Sla PLAN NO. 118 EA.
12' 22' 22' 12' 20 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY SID. PLAN NO. 1003 1, 092 LF
5' 12'1- 2' OVERLAY 5' 21 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7) 3 EA
PAD SAWCUT AND
EX. EP
REPLACE EX.AC 1 22 INSTALL BARRICADE PER CITY STD. PLAN 740. 118 1 EA
27 27 27 LEGEND W WID TH
LOTS B C & D �w~ _ = - - - - _ _ Q�pFESS/0�, A. C. ASPHAL 77C CONCRETE
_ V VERTICAL DEPTH
FOR LANDSCAPE - - _-- - --------------_- ��� �� L. lw 'QlF B. C. BEGIN CURVE
PURPOSES r - �� O� 9�s tic B. V. C. BEG. VER 77CAL CURVE V C. VERTICAL CURVE
PROP.CONC. TYPICAL SECTION 0 2 G� m B. W BACK SIDEWALK INDICATES SLOPE 2:1
SIDEWALK LU c m C.B. CATCH BASIN
JUN/PER AVENUE STA. 23+19.81 TO STA. 29+79.77 & C36637 C.L. CENTERLINE D AC PAVEMENT
PROP. 8" CONC. STA. 32+79.00 TO STA. 37+14.86
CURB& GUTTER (FOR STA. 29+79.99 TO STA. 32+79.00 SEE SHEETIO) E� E.C. END CURVE 0 REMOVAL
E. P. EDGE PA VEMEN T
NOT 6.5 LE `rlgpF CI v I�' ��P E. G. EDGE GRADE GRIND
AIRF E. V. C. END VERTICAL CURVE
Qt4ov, C. w F.L. FLOW LINE EDGE OF PAVEMENT
F. S. FINISH SURFACE (590.77) INDICATES EXISTING ELEVATION
Cl TY OF FONTANA UTILITY NOTIFICATION LIST 2 11�07/1 G.B. GRADE BREAK 310.00 INDICATES PROPOSED ELEVATION
P. HIPOINT _��
CITY OF FONTANA S0. CALIFORNIA EDISDN COMPANY COMCAST (CABLE TV) UNDERGROUND SERVICE AL I VE T RECORD
� �.°h>V IN VER T INDICATES EXISTING CONTOUR
-300A7TN: BRIAN WREN 7951 REDWOOD AVENUE ATTIC• JACK HAYES (800) 227-2600 DL E LANDSCAPE EASEMENT 320 INDICATES PROPOSED CONTOUR
8353 SIERRA AVENUE FONTANA, CA. 92335 1205 DUPONT AVENUE THESE RECORD DRAIti�+c,��;. B ON CENTER DAYLIGHT CUT -FILL LINE
FONTANA, CA" 92335 ONTARIO CA. 91761 FONTANA WATER COMPANY �;vC BEEN PREPARED, D C C. PORTLAND CEMENT CONC. INDICATES RIGHT OF WAY LINE
(909) 350-6632 - (909) 820-5598 UNDERGROUND PART, ON THE BASIS ��i= iIVPvRMATION COMPILED AND - -
(909) 875-5100 - TRANSMISSIONS (909) 390-4736 A77N. MICHAEL J. McGRAW FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE () RIDGE LINE INDICATES TRACT BOUNDARY LINE
S0. CALIFORNIA GAS COMPANY (213) 637-1233 PIPELINES 8440 NUEVO AVENUE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH W RIGHT OF WA Y
GENERAL TELEPHONE COMPANY FONTANA, CA 92335 HAVE BEEN.INGQRPOR�ATED INTO THE DOCUMENTS AS TN. TANGENT -(�- INDICATES PROPOSED STREET LIGHT
ATTN. GREG GASPAR (909) 357-6233 DISTRIBUTION ATTIC• STEVE HOCK A RESULT IEF[EOF,,; ,,, C. TOP OF CURB `i"
16231 VALLEY BLVD. (909) 822-2201 INDICATES EX. STREET LIGHT
FONTANA, CA. 92335 (800) 422-4133 1400 E. PHILLIPS BLVD. FAX. (909) 823-5045 O
ONTARIO CA 91766 (909) /0\ INDICATES PROPOSED FIRE HYDRANT
(909) 428-8411 (800) 422-4133
PACIFIC BELL CO.
E%VG7NEER:
BENCH MARK: SITE BENCHMARK
BASIS OF BEAR/NGS.
AT7N.• VIRGINIA BECKER
SW CORNER, SEC. 31, T. 1N., R. 5W.,
THE BEAR/NG OF N 89' 56' 48" E
MADOLE AND ASSO,/ 11VC.
3939 E.CORONADO STREET CRAWFORD CANYON MUTUAL WATER CO.
•
S.B.M- 2 I.P. WJTH BRASS CAP,
ALONG THE CENTERLINE OF BASELINE
9.3 02 l'ITTs$ G/i2�hl �1 YE. 8C//TE 230
ANAHEIM, CA 92807 ATTN. BILL VANDERKIEFT JR.
C.S.M. AT THE 1N7ERSEC710N OF
AVENUE, AS SHOWN ON 7RACT No.
12545 WAS USED AS THE BASIS OF
A,4/VCf-!O C UCAA401W o4 CA. L717.30
(714) 666-5467
868-6040
BASELINE AVE. AND CITRUS AVE
BEAR/NGS FOR THIS MAP.
.11(619)
TEL.. C90 `9) 8/ - 6322
F/ FVA 77nN- 1395.16
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