HomeMy WebLinkAbout3382-1GENERAL NOTES
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 UITY Op, P, 0 'I'MN"pp iN A
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAN CAN NOT BE RESOLVED BY
REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAIDm Im
JL
CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.S T R'qmrmmmm'qmrmmmm T I M'q1rw% '1"mrm
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. ANS
IN
4. CONSTRUCITON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT,
ENGINEERING DVISION PRIOR TO THE START OF ANY WORK. INSPECITON COORDINATION SHALL BE REQUESTED AT LEAST
TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS.
CALL (909) 350-7610
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN
THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED
BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC
CONTROL DEVICES AT ALL TIMES.
7• THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR 11
GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. - -
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, TRACT 15084-1 18
SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL M3,
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL
EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE
PERMIT FOR THAT PURPOSE. •_��
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY
EXISTING UTILITES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 17
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO,
GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED
WATER SEWER STORM DRAIN FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING
DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. rgAC r 17001-� 13
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY HB". 1,38/21-23 z
AUTORIZAITON. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND m
WATER REQUIREMENTS.
Q
14
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO-��
CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF 1-3
BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT
PRIOR NOTIFICATION TO THE CITY ENGINEER. €
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND 18 W i
BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS
THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY Z
THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER W
REPLACEMENT OF THE MONUMENT. > E
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 Q c
FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. W i
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE RAYMOND AVENUE c
WATERING, AT ALL TIMES. It
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. J L
21. THE CONTACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC c
OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTE APPROVAL. i
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY
SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 10
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FORM UNDERMINING STREET IMPROVEMENTS.
UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR
LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF 11
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. z
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. o
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATON OF THE SEWER LATERAL. TACT -1208-1-2 -12
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND M,E3• 1O J/14-16 U
APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 1
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 1�
32. ACUTAL THICKNESS OF A.C. PAVEMENT AND OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL
BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON -
COMPLETION OF ROUGH GRADING. i
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING /y HL1
CONTRACTOR UPON COMPLETION OF PAVING.) ns
_
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER
TRAFFIC CONTOL DEVICES TO THE SATISFACITON OF THE CITY TRAFFIC ENGINEER. ,I
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCITON TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE 1c\1
RECORD DRAWINGS TO THE CITY ENGINEER. „
W BASELINE AVENUE SCALE:1 "=100'
W W W W
z n = =:I N
INDEX
MAP
LEGEND TRACT 16379 Q Q Q m c,-
' Cr ' I
�
TC TOP OF CURB ELEVATION f: A , �
FL - FLOW LINE ELEVATION, MILLER AVENUE
FS - FINISHED SURFACE ELEVATION EXISTING STORM DRAIN a
OT - ON TANGENTZ a PER TRACT 12982 1
OC - ON CURVE _ w W r
SVC - BEGIN VERTICAL CURVE wEVC - END VERTICAL CURVE N U FOOTHILL BOULEVARD N "
BCR -BEGIN CURB RETURN - -
ECR - END CURB RETURN
BC - BEGIN CURVE VICINITY MAP MILLER BASIN
EC - END CURVE NOT TO SCALE- - - - _
�- - DIRECTION OF FLOW R/W THOMAS BROS. 'Ic DENOTES WHERE 8 C.F.®IS PROPOSED
2001 EDITION
(_)-N- CONSTRUCTION BUBBLE
"`ter r" ' " e ' T ^ nn"^7 o+crc Tn 4 n 1 a R/W
G - CURVE DATA
C&G - CURB AND GUTTER 0.5' ;� 5'
�-- -STREET LIGHT
®- A.C. PAVMENT REMOVAL L�
OWNER / DEVELOPER:
NEW WEST
ROPERTIES1
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
T I Trlk;AL J I Ktt I )tU I IUN
INTERIOR STREETS (6"_CF,
NOT TO SCALE
CHERRY LEAF LANE STA. 13+51.77 TO STA. 21+39.12
RED BLUFF LANE STA. 10+00.00 TO STA. 16+91.16
YELLOW IRIS COURT STA. 9+21.00 TO STA. 12+00.48
ROSEWOOD WAY STA. 10+00.00 TO STA. 12+05.72
T.I.=5.5
BENCHMARK:
CITY B.M. NO. 361 ED.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
MARK I BY I DATE
ENGINEER
i 0.5'
TRACT 10007-1
NI E301 1711220,224
16 I JC I 17
24
3 1 23
4 1 22
5 I 21
6 20
19
7
18 I
10
25
V
J
CL n
W w
C� w
aX
V) V)
w
W w
J In
CL
CL
26
PROPOSED 24"
STORM DRAIN
Iff a r i
� 3 wh"'9
NO* 1 '00 7RI C7 10JJ7-2
h/j.E3. vo10 80,97
� I {
4-34-3I { ( I I ( --�
6 6 r r rr r_ r s _ 8 37
�>
Pel
W
K�1
31
32
33
34
35
36
LINE OF
SIGHT 37
LIMITED
USE AREA
TRACT BOUNDARY J
27
49 50 73 74 75 76 77 78 79
48 72 SIGHT F m
51 o F
LIMITED 0Z
ROSEWOOD WAY USE AREA m
4771 SEE SHEET 10 I �0
52 LINE 0
SIGHT `_.
46 70 84 83 82 81 80
USE
�XD J
53 USE REA
81
45 54 6985
a 224• 100 101 I- z
44 E- 55 68 86 99 0 5
CONSTRUCTION NOTES & QUANTITY ESTIMATES*
ITEM
18
QUANTITY
17
9
16
10
15
11
14
12
13
18 I
10
25
V
J
CL n
W w
C� w
aX
V) V)
w
W w
J In
CL
CL
26
PROPOSED 24"
STORM DRAIN
Iff a r i
� 3 wh"'9
NO* 1 '00 7RI C7 10JJ7-2
h/j.E3. vo10 80,97
� I {
4-34-3I { ( I I ( --�
6 6 r r rr r_ r s _ 8 37
�>
Pel
W
K�1
31
32
33
34
35
36
LINE OF
SIGHT 37
LIMITED
USE AREA
TRACT BOUNDARY J
27
49 50 73 74 75 76 77 78 79
48 72 SIGHT F m
51 o F
LIMITED 0Z
ROSEWOOD WAY USE AREA m
4771 SEE SHEET 10 I �0
52 LINE 0
SIGHT `_.
46 70 84 83 82 81 80
USE
�XD J
53 USE REA
81
45 54 6985
a 224• 100 101 I- z
44 E- 55 68 86 99 0 5
CONSTRUCTION NOTES & QUANTITY ESTIMATES*
ITEM
DESCRIPTION
QUANTITY
O
CONSTRUCT 6' CURB & GUTTER PER STD. PLAN NO. 1003
7,239 L.F.
O
CONSTRUCT X -GUTTER STD. PLAN NO. 105 (MODIFIED W=8')
6,837 S.F.
O
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006
16 EA.
O
CONSTRUCT SIDEWALK PER STD. PLAN NO 1015 & PER TYPICAL SECTIONS
52,508S.F.
O
CONSTRUCT 4' MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL
160,877 S.F.
OSAWCUT
AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT
3,198 L.F.
CHECKED B
JJL
AS SHOWN ON DETAIL HEREON
DWG. N0.
3382
7OCONTRACTOR
SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANY TO HAVE
4 EA.
EXISTING UTILITY VAULT ADJUSTED TO NEW CURB
O
CONSTRUCT 8" CURB & GUTTER PER STD. PLAN NO. 1003
4,202 L.F.
O
INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139
9 EA.
10
CONSTRUCT 6' TO 8" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003)
528 L.F.
11
CONSTRUCT 4.5' MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 957. NATIVE MATERIAL
28,425 S.F.
12
INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139)
3 EA.
13
INSTALL 5800 LUMEN H.P.S.V #7, 25' HIGH STREET LIGHT PER STD. PLAN NO 1016.
19 EA.
14
CONSTRUCT DRIVEWAY PER STD. DETAIL 103
27,742 S.F.
15
REMOVE EXISTING BARRICADE
1 EA.
16
CONSTRUCT 6.5" MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 957. NATIVE MATERIAL
20,442 S.F.
17
CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY. GRIND 0.10' MIN. EXISTING PAVEMENT
34,900 S.F.
18
INSTALL 16,000 LUMEN H.P.S.V. #15, 30' HIGH STEET LIGHT PER STD. PLAN NO. 1016
4 EA.
19
REMOVE EXISTING CURB & GUTTER
36 L.F.
20
REMOVE EXISTING PAVEMENT
2,200 S.F.
0 00102 d' _ * QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND
43 V h 56 67 87 9$ a �) SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN
w w QUANTITIES AND BID A COMPLETE JOB.
N w W 2 QUANTITIES FOR THIS ITEM ASSUMES ALL DRIVEWAY WIDTHS TO BE 16' WIDE.
_ ,
42 :2w 57 66 Q 88 97 103 w o ELAINE DRIVE ,
W w _j 0 W PRIVATE ENGINEERS NOTICE TO CONTRACTORS
H1:75T THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
41 m 58 65 Li- w $9 96 104 W = j7�31p�j THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF
J Z w,�• j�3 f/ OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN.
W w I 7 THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT
m w 105 > v THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE
40 59 64 0 90 95 : Q 3 PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES
0 rnOR STRUCTURES.
" • V w 106 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
39 60 63 91 94 w w 17421T CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
V) = SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
®, -• CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,
LINE OF LINE OF LLINE OF - w THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
3$ SIGHT 61 62 SIGHT 92HT3 w 107 Q ,f1WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY,
LIMITED LIMITED ITED AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY,
USE AREA USE AREAE AREA ®" 08 REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT.
CHERRY LEAF LANE J 1 THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR
�i FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO
SEE SHEET 5 �- I -� }- f CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND
RESOLVED.
' PROPOSED 36' STORM DRAIN 109 -CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR
Z
SEE STORM DRAIN PLANS 124 123 < cl LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE
.INE OF 133 132 131 130 129 128 127 126 125 122 j 21 120 119 118 LINE OF PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
SIGHT SIGHT 110 ~O CITY OF FONTANA, UTILITY
UNDEGROUND SERVICE ALERT
134
TRACT
1 1 1 f 1 1� I 1� W FONTANA, CA. 92335 ONTARIO CA. 91761
13 1 11 135 136 137 138 WAY 0 DRIVE (909) 350-6632 '
SEE SHEET 6 Z N T SO. CALIF. GAS COMPANY (909) 390-4738
+ 116 LINE OF W M_, RAC r 10008-2 ATTN: W.
LUG FREEMAN GENERAL
VANLROB DOUX EPHONE COMPANY
SIGHT v 11 I�j),�, 1 /�/7 j�i% REDLANDSI,UCA N 2374NUE 1400 E. PHILLIPS BLVD.
139 111 Q I"" Q_ I ONTARIO, CA. 91766
RAMONA DRIVE �� RAMONA DRIVE LIMITED w� 1� (909) 335-7547 (760) 245-0846
SEE SHEET 10- , USE AREA = 1 EMERGENCIES: (800) 427-2200
115 (A I 1 SO. CALIF. EDISON COMPANY CRAWFORD CANYON MUTUAL WATER CO.
TRACT 10060-21) 300 N. PEPPER AVENUE ATTN: BILL VANDERKIEFT, JR.
1 J Q RIALTO, CA. 92376 (619) 868-6040
143 140 fl� w w 909 820-5598 - UNDERGROUND
1
it 3 O 1 3 J 10 142 112 W w I 909 875-5100 - TRANSMISSION FONTANA WATER COMPANY
141 114 213 637-1233 - PIPELINES ATTN: MICHAEL J. MCGRAW
113 J 909 357-6223 - DISTRIBUTION 8440 NUEVO AVE.
J FONTANA, CA. 91766
LINE OF SIGHT Q w PACIFIC BELL CO. (909) 822-2201
w ATTN: VIRGINIA BECKER
�-
MILLER AVENUE LIMITED 3939 E. CORONADO STREET FAX: (909) 823-5046
USE AREA
�R U TYPICAL STREET SECTION A -i-) VR v
INTERIOR STREETS (6"(;F OR 8"CF)
NOT TO SCALE
CHERRY LEAF LANE STA. 10+00.00 TO STA. 13+51.77
GREEN BRIAR WAY STA. 10+00.00 TO STA. 11+83.50
ROSEWOOD WAY STA. 12+05.72 TO STA. 14+35.00
T.I.=5.5
SEE SHEET 3 ANAHEIM, CA. 92807
(714) 666-5467
TRACT BOUNDARY -j
SEE SHEET 3 FOR TYPICAL SECTION)
+
R/W r rqA C r J0060-1 R/yy - - - - - - - - - - - R/W
- 5' 1'
C 12' 36' 12' (MIN.) MIN. SAWCUT AND REMOVE
0.5' 0.5'-� 5'j. 6.5 w 18' 18' 6.5 5' x;0.5' GRIND 0.10' MIN. EXIST. PAVEMENT
EXIST Pi E7MFNT AND REMOVE EXISTING REDWOOD
BASIS OF BEARINGS:
CENTERLINE OF LIME AVENUE
=N00'03'54"E PER TRACT
12981-3, M.B. 186/69-71
INTERIOR STREETS (6"CF
NOT TO SCALE
PURPLE SAGE PLACE STA. 10+00.00 TO STA. 16+83.00
BLUE MIST COURT STA. 10+00.00 TO STA. 16+80.03
RAMONA DRIVE STA. 6+59.93 TO STA. 8+22.60
YELLOW IRIS COURT STA. 12+00.48 TO STA. 16+00.48
T.I.=5.5
SEAL -ENGINEER
OVERLAY 0.10 MIN. HEADER WHERE APPLICABLE
LJa t A
EXISTING PAVEMENTL NEW PAVEMENT
PAVEMENT JOIN DETAIL @)
NOT TO SCALE
111411 Ll I VA'I'Q1 I11111111
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
QROFES N
p A. q
�`�' ��° �F
9yyZz
� No. 25917 ' 2
Exp. 12/31/05
�,
qT clyl� ��P
FOF CAU
CSL ENGINEERING, INC.
'
LIMITED
USE AREA
NOTIFICATION LIST (800) 227-2600
CITY OF FONTANA
ATTN: CARLOS NAVARRO C CABLE TV
TTN: J )
ATTN: JACK HA
DRAWN BY:
SE
STREET IMPROVEMENT PLANS
TRACT 1 79
TIT E E
SCALE:
1"=100'
DESIGNED BY:
SE
117
GREEN B MI A R
Z RAMONA N A 8353 SIERRA AVE 1205 DUPONT AVE.
1 1 1 f 1 1� I 1� W FONTANA, CA. 92335 ONTARIO CA. 91761
13 1 11 135 136 137 138 WAY 0 DRIVE (909) 350-6632 '
SEE SHEET 6 Z N T SO. CALIF. GAS COMPANY (909) 390-4738
+ 116 LINE OF W M_, RAC r 10008-2 ATTN: W.
LUG FREEMAN GENERAL
VANLROB DOUX EPHONE COMPANY
SIGHT v 11 I�j),�, 1 /�/7 j�i% REDLANDSI,UCA N 2374NUE 1400 E. PHILLIPS BLVD.
139 111 Q I"" Q_ I ONTARIO, CA. 91766
RAMONA DRIVE �� RAMONA DRIVE LIMITED w� 1� (909) 335-7547 (760) 245-0846
SEE SHEET 10- , USE AREA = 1 EMERGENCIES: (800) 427-2200
115 (A I 1 SO. CALIF. EDISON COMPANY CRAWFORD CANYON MUTUAL WATER CO.
TRACT 10060-21) 300 N. PEPPER AVENUE ATTN: BILL VANDERKIEFT, JR.
1 J Q RIALTO, CA. 92376 (619) 868-6040
143 140 fl� w w 909 820-5598 - UNDERGROUND
1
it 3 O 1 3 J 10 142 112 W w I 909 875-5100 - TRANSMISSION FONTANA WATER COMPANY
141 114 213 637-1233 - PIPELINES ATTN: MICHAEL J. MCGRAW
113 J 909 357-6223 - DISTRIBUTION 8440 NUEVO AVE.
J FONTANA, CA. 91766
LINE OF SIGHT Q w PACIFIC BELL CO. (909) 822-2201
w ATTN: VIRGINIA BECKER
�-
MILLER AVENUE LIMITED 3939 E. CORONADO STREET FAX: (909) 823-5046
USE AREA
�R U TYPICAL STREET SECTION A -i-) VR v
INTERIOR STREETS (6"(;F OR 8"CF)
NOT TO SCALE
CHERRY LEAF LANE STA. 10+00.00 TO STA. 13+51.77
GREEN BRIAR WAY STA. 10+00.00 TO STA. 11+83.50
ROSEWOOD WAY STA. 12+05.72 TO STA. 14+35.00
T.I.=5.5
SEE SHEET 3 ANAHEIM, CA. 92807
(714) 666-5467
TRACT BOUNDARY -j
SEE SHEET 3 FOR TYPICAL SECTION)
+
R/W r rqA C r J0060-1 R/yy - - - - - - - - - - - R/W
- 5' 1'
C 12' 36' 12' (MIN.) MIN. SAWCUT AND REMOVE
0.5' 0.5'-� 5'j. 6.5 w 18' 18' 6.5 5' x;0.5' GRIND 0.10' MIN. EXIST. PAVEMENT
EXIST Pi E7MFNT AND REMOVE EXISTING REDWOOD
BASIS OF BEARINGS:
CENTERLINE OF LIME AVENUE
=N00'03'54"E PER TRACT
12981-3, M.B. 186/69-71
INTERIOR STREETS (6"CF
NOT TO SCALE
PURPLE SAGE PLACE STA. 10+00.00 TO STA. 16+83.00
BLUE MIST COURT STA. 10+00.00 TO STA. 16+80.03
RAMONA DRIVE STA. 6+59.93 TO STA. 8+22.60
YELLOW IRIS COURT STA. 12+00.48 TO STA. 16+00.48
T.I.=5.5
SEAL -ENGINEER
OVERLAY 0.10 MIN. HEADER WHERE APPLICABLE
LJa t A
EXISTING PAVEMENTL NEW PAVEMENT
PAVEMENT JOIN DETAIL @)
NOT TO SCALE
111411 Ll I VA'I'Q1 I11111111
JN597/12-05-03/597SIP 1.DWG/S:100
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
QROFES N
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� No. 25917 ' 2
Exp. 12/31/05
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FOF CAU
CSL ENGINEERING, INC.
'
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
DRAWN BY:
SE
STREET IMPROVEMENT PLANS
TRACT 1 79
TIT E E
SCALE:
1"=100'
DESIGNED BY:
SE
DATE:
JANUARY, 2003
PREPARED BY: R.C.E. N0. 25917
EXP. 12 31 05!��=
DATE, �_/¢_orf
RICHARD A. SCIANNI
CHECKED B
JJL
APPROVED BY
9
TY : RICARDO SANDOVAL, R.C.E. 51152
ENGINEER
DWG. N0.
3382
SHEET
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APPR. DATE
REVISIONS CITY
JN597/12-05-03/597SIP 1.DWG/S:100