HomeMy WebLinkAbout3514-1GENERAL NOTES
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LEGEND
A. C.
ASPHALTIC CONCRETE
B. C.
1.
ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
BEG. VERTICAL CURVE
B. W.
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
C. B.
CATCH BASIN
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC770AI ("GREEN BOOK').
CENTERLINE
E. C.
ALL REFERENCE SPEC/F/CA TIONS AND STANDARDS SHALL BE THE LATEST EDITION
E. P.
EDGE PA VEMENT
UNLESS OTHERWISE NOTED.
EDGE_ GRADE
2.
WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE
F. L.
FLOW LINE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK", THE CONTRACTOR
FINISH SURFACE
G. B.
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
H. P.
J.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
/N VERT
4.
CONSTRUC77ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
TOP of CURB
DRAWBY MA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR
SCALE
TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED
TO STA. 15+91.99
W
AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC
SNOWY PEAK LANE FROM STA 10+00.00
TO STA
RIGHT-OF-WAY W/THIN THE CITY LIMITS. CALL (909) 350-7610.
5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
j
PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LA TEST
j
AS SHOWN
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
TO STA. 17+03
(590.77)
INDICATES EXIST/NG ELEVATION
FROM STA. 15+91.99 TO STA.
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
11
TO STA. 12+77.00
DELINEA TORS OR 07HER TRAFFIC CONTROL AT ALL TIMES.
L) L_ j
BUCK POINT LN FROM STA. 10+00.00
TO STA.
�tl �
7.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR
:�:z
INDICATES SLOPE 2.1
TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF
tr" 4
15+52.00BENCH
INDUSTRIAL SAFETY.
TYPICAL SECTION
(PRIVATE STREET)
a
AC PAVEMENT
8.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
MARK. g_17
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE
.F /
l
REQUIREMENTS OF THE DI VISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA,
( PRIVATE T)
7RENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS
CALTRANS BENCHMARK A8 -1Z A
BRASS CAP /N THE CONCRETE BASE OF
THE BASIS OF BEARINGS FOR THIS MAP NTS
/S THE CL OF LYTT,E CREEK RD.
FOR GROUND MOVEMENT.
ttl l�
GRIND
T I. NTS 5
Wl
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OF N00' RLED IN REGtORD
18
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
EDGE OF PAVEMENT
10.
THE LOCA 77ONS OF U77LI TIES SHOWN HA VE BEEN DETERMINED FROM A VAILABLE /NFORMA TION
OF SAN SEVA/NE RD., 2.6t M/ WEST
OF SIERRA AVE.
HOWEVER, IT SHALL BE 7HE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE
FIELD, THE TRUE LOCA TION AND ELEVATION OF ANY EXIS77NG U77LI TIES, AND TO EXERCISE
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND
ELEVATION.•' 1428.609
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCA VA TION.
x
REVISION DESCR/P7/ON DATE
ENGR.
CITY
11.
THE CONTRACTOR SHALL COORD/NA7F CONS7RUC770N WITH ALL UTILITY COMPANIES INCLUDING,
BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE
to%f TV CA, AN ClON1A
'
IRRIGATION, DOMES77C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND
CAL TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO
WORK AROUND THEIR FACILITIES,
12
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
WA TER COMPANY FOR VA VE OPERA 77ON AND WA TER REQUIREMENTS
APPROPRIATE AGENCY AUTHORIZATION CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
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 7HE ENGINEER TO ENABLE
7 .
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CON7RACTOR SHALL
BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CONTROL
I
STAKING DURING CONS7RUC77ON•
rr?rl rT' NO, I
16.
THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR NO77FICA77ON TO THE CITY ENGINEER.
17
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT 77ES AND BENCH MARKS, 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 THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT 77ES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES
AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL,
INCLUDING ADEQUA TE WA TERING, A T ALL TIMES.
j 1
1
20.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOC177ES
EXCEED 25 MILES PER HOUR.
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MA TER/AL, MUD, SIL T OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
L
22.
NO 7RENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR,
23.
A GE07ECHN/CAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACTION. FAILURE
j
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY /S OBTAINED.
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS UPON INSPEC77ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE
25.
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS
THE FINAL LOCA TION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM TO 7HE CITY OF FONTANA STANDARD DETAILS.
-
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
�
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
LOCA TION OF THE SEWER LA 7FRAL
28.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO
PAVING OF STREETS
30.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHAL T PA VEMENT PRIOR TO
PLACEMENT
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO RE/IS/ON
AND APPROVAL OF THE CITY ENGINEER AS DETFRM/NED BY SOILS TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING.
32.
ACTUAL 7H/CKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
STREET SECTIONS SHALL BE RECOMMENDED BY A GE07ECHNICAL REPORT AND SUBMITTED TO
CITY OF FONTANA FOR APPROVAL UPON COMPLE77ON OF ROUGH GRADING.
33.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34.
UPON COMPLETION OF CONS7RUC77ON, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CON7ROL DEVICES TO THE SA77SFAC77ON OF
THE CITY TRAFFIC ENGINEER.
ciiuurr
LEGEND
A. C.
ASPHALTIC CONCRETE
B. C.
BEGIN CURVE
B. V. C.
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C. B.
CATCH BASIN
C. L.
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PA VEMENT
E. G.
EDGE_ GRADE
E. V. C.
END VERT/CAL CURVE
F. L.
FLOW LINE
F. S.
FINISH SURFACE
G. B.
GRADE BREAK
H. P.
HIGH POINT
INV.
/N VERT
0. C.
ON CURVE
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS p O
AFFECTED BY THE CONSTRUCTION TO THE SA77SFACT/ON OF THE Cl TY ENG/NEER.
36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY 7HE CONTRACTOR TO 7HE ENG/NEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAW/NGS TO THE CITY ENG/NEER.
7WO WORKING
TOLL FREE - 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
AVENUE
J
SO 3 A r 15 Y/%
Sr l/, SW Y/4,
1V, ]/4, Sr ( >>
r 1aR. 8 W
INDEX MAP
NOT TO SCALE
CITY OF FONTANA I I Am
STREET IMPROVEMENT PLANS
- sUMMiT AVE
TR 16427
TRACT No. 16427-3, TRACT No,. 16427-4, QLd
W
F� Q co
TRACT No. 16427-5 & TRACT No. 164270
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS Z
Q W CURTIS AVE.
U
THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND U77LITIES OR STRUCTURES
o SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG U77LI77ES EXCEPT TR 16427-
0 THOSE SHOWN ON ]HESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE SIERRA LAKES PKWY
Z PRECAU77ONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY
SHOWN ONFOR
HTHE ESE 77LIT Y GS.PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- VICINITY MAP
B/L/TY FOR 7HE JOB SITE COND177ONS DURING THE COURSE OF CONSTRUC77ON W'LY R/W NOT TO SCALE El Y R/W
OF THIS PROJECT,• INCLUDING SAFETY OF ALL PERSONS AND PROPER TY, THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; 9 p,
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT/NG45' CL 45'
FOR LIABILITY AR/SING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENG/NEER.
14' - 25' 20'-31 ' 20'-31 ' 14' - 25'
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO 7HE COMMENCEMENT OF WORK.
p,_ 7,
CITY OF FONTANA UTILITY NOTIFICATION LIST 4'-6' °'-9, °'-9' p _ 4'-6'
CITY OF FONTANA PACIFIC BELL CO. VAR/ES p,- 8, VAR/ES
A TTN. CARLOS NA VARRO ATTN. VIRGINIA BECKER LEVEL LINE LEVEL LINE
8353 SIERRA AVENUE 3939 E. CORONADO STREET
FONTANA, CA 92335 ANAHEIM, CA 92807
t (909) 350-6632 (714) 666-5467 29, 2 L- - - - - - - - - - 2q' - -?q
77777777 -7
77_
S0. CALIFORNIA GA
�-
�) L� ATTN.• GREG GASPAR COMPANY A INCA JACKCHAYEST V) l "
1 � R
tt 16231 VALLEY BLVD. 1205 DUPONT AVENUE CONC.
�h FONTANA, CA. 92335 ONTARIO, CA. 91761 SIDEWALK PARKSIDE WA Y SIDEWALK
(909) 428-8411 (909) 390-4738
EMERGENCIES. • (800) 427-2200 TYPICAL SECT/ON CONC. CURB
GENERAL TELEPHONE COMPANY CONC. CURB (PRIVATE STREET)
SO. CALIFORNIA EDISON COMPANY AT7N• STEVE HOCK &GUTTER
T.GUTTER 1. =5.5
7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. & NTS
FONTANA, CA. 92335 ONTARIO, CA. 91766
tt� (909) 820-5598 - UNDERGROUND (800) 422-4133 N'LY R/W S'LY R/W
(909) 875-5100 - TRANSNI/SS/ONS
(213) 637-1233 - PIPELINES FONTANA WATER COMPANY
(909) 357-6233 - DISTRIBU7701V ATTN. MICHAEL J. McGRAW 82'
(800) 422-4133 8440 NUEVO AVENUE
FONTANA, CA 92335 CL
CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 41' 41'
ATTN. BASIL J. FABRIZ/D FAX: (909) 823-5046
(909) 463-9580 14' - 19' 14' - 16' 16' - 26' 14' - 19'
CONSTRUCT/ON NOTES QUANTITIES f 0,_7, i ,- 7 ,
CONSTRUCT 4" AC PAVEMENT (M/N.) OVER 12" COMPACTED 507,354 SF. 4'_6' 6 -13 1 -6 04'-6'
NAT/VE MATER/AL. (SEE GENERAL NOTES 31 & 32). VARIES
�2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 25,148 L.F. 12' 14' VARIES
3� CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 1003 676 L.F. LEVEL LINE LEVEL LINE
4 CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED "W"=8' 4,080 S.F.
F I
231 27-
-
O5 -- CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0. 1006. 37 Ea. 2q 2�, - _ zps
'. 1� �,.. r t_.-. it �^.. •r - •'. V .._ <.,._ :,,.. -._
6 CONSTRUCT 4„ P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. 92,129S.F. y . Y
7� CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 103. 57,808 S.F. CONC. ` -- CONC.
W PER PLAN. SIDEWALK SIDEWALK
�- CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 AND DETAIL 33 E. A.
ON PLAN. CONC. CURB
Og - ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 73 MH189WV Ea. CONC. CURB & GUTTER
STD. NOS. 109 & 130. & GUTTER RUBY PEAK LANE &
10 INSTALL STREET NAME SIGN PER CITY STD. N0. 139. 29 E°' MOUNT PINES WAY FROM STA. 11+69.50 TO STA. 13+16.39
11 INSTALL STREET LIGHT, KING LUMINA/RE # K 1 18E -EAR- 11 - 100 (MOG)=HPS-120- 118 Ea. TYPICAL SECTION
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
Q12 CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON SHT. NO. � 3,900 S.F. (PR/NATE STREET)
13 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED 11,385 S.F. T l NTS
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
14 SAWCUT & REMOVE EX/ST/NG AC BERM. JOIN & MATCH EX/ST. A.C. PAVEMENT. 250 L. F. P. U. E. / P/L P/L P. U. E. /
SIDEWALK 51 SIDEWALK
EASEMENT EASEMENT
P/L ���jOR A p �^ 5 5.5' 20 CL 20' S.5' P
P/L ' ■ D D RAW 11 �i �I
P.U.E. / P. U.E. / � 0.01 '
SIDEWALK 47 SIDEWALK THESE RECORD DRAWOH� HAVE BEEN ppEpggEp, IN
I 4' X0.50' ,01I 4' 0.50'
EASEMENT 5 5' 18' CL 18' S.5' EASEMENT PART, ON THE BA31S of INFORMATION COMPILED AND LEVEL LINE f
FURNISHct) BY OTHERS. 237 I Z%
ERS THE ENGINEER Vk+1LL NCT BE �� - -� --_�
5 , ,F�) RESr�OsU ;!BLE FOR ANY ERRORS OR OMJSs > - - - J
lO,rS WHICH ' I i f_ , , -
LEVEL LINE HAVE IiVCO y iTENTO THE DOCIlA�EAITS AS
, ' A RESULT TH CONC. r zJ CONC.
<_
4 X0.50 0.03 I 2q I 4 � 50
29' SIDEWALK SIDEWALK
I --� pp�� oy 1. �, -- AC PAVEMENT
_Z2r.= . CONC. CURB
_. -� CONC. CURB
<_� & GUTTER
° CONC. - - CONC. & GUTTER
SIDEWALK AC PAVEMENT SIDEWALK ° No, 36fi3 /
CONC. CURB
SQUARE TOP LN, LANGLEY WAY, IRON SPRING LN, LOST H01?SE DR,
� ; ,
CONC. CURB & GUTTER DOBBS PEAK LN BACKUS PEAK WAY, JA YME WAY,
& GUTTER
NEWCOMB CT, LA WSON PEAK WA Y, RED SPUR CT ,� j� d Q, DELAMAR DR FROM STA. 10+00.00 TO STA. 14+69.78
ROCK POINT LN FROM STA 10+00.00 TO STA 19+07.29,
P.C.C.
PORTLAND CEMENT CONCRETE
COLE POINT LN, CLEC HORN CT, MOUNT
ISLIP PL,
WARDLOW
PL
PINES WAY FROM STA. 13+65.73 TO
STA. 16+16.02
(R)
RIDGE LINE
DELAMAR DR FROM STA. 14+69.78 TO STA.
17+27.78
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
RAN
RIGHTNT WAY
hAAW 7E9 W
PRIVATE S TREE T IMPROVEMENT
PLANS
BIG PINE DR FROM STA 11 +57.50 TO
STA. 17+03.08
ROCK POINT LN FROM STA 19+07.29
TO STA
22+21.45
No. 36 37
10601 CHURCH STREET STE. 107
T.C.
TOP of CURB
DRAWBY MA
/RACY No. 16427-3, TRACT No. 16427-4
SCALE
SNOWY PEAK LANE FROM STA 13+61.60
TO STA. 15+91.99
W
WIDTH
SNOWY PEAK LANE FROM STA 10+00.00
TO STA
13+61.60 &
* Exp: 06-30-04 *
V
VERTICAL DEPTH
TRACT No. 16427 & TRACT No. 16427
AS SHOWN
BUCK POINT LN FROM STA. 11+57.50
TO STA. 17+03
(590.77)
INDICATES EXIST/NG ELEVATION
FROM STA. 15+91.99 TO STA.
19+06.62
LITTLE SHAY DR FROM STA. S0
TO STA. 12+77.00
590.77
INDICATES PROPOSED ELEVATION
BUCK POINT LN FROM STA. 10+00.00
TO STA.
11+57.50
CHECKED BY
P OVED
INDICATES SLOPE 2.1
LITTLE SHAY DR FROM STA. 12+77.00
TO STA.
15+52.00BENCH
TYPICAL SECTION
(PRIVATE STREET)
AC PAVEMENT
-TYPICAL SECT/ON
MARK. g_17
BASIS OF BEARINGS
T.1.=5.5
.F /
l
REMOVALSTREE
( PRIVATE T)
CALTRANS BENCHMARK A8 -1Z A
BRASS CAP /N THE CONCRETE BASE OF
THE BASIS OF BEARINGS FOR THIS MAP NTS
/S THE CL OF LYTT,E CREEK RD.
GRIND
T I. NTS 5
Wl
Z' (�
3 3' NORTH OF HGHLAND OZ TOWER
OF N00' RLED IN REGtORD
18
CITY ENGINEER R.C.E. 51152 DATE
EDGE OF PAVEMENT
OF SAN SEVA/NE RD., 2.6t M/ WEST
OF SIERRA AVE.
R.S.B. 111199-10J
ELEVATION.•' 1428.609
REVISION DESCR/P7/ON DATE
ENGR.
CITY
DATE
to%f TV CA, AN ClON1A
'
KrzCZ>)e 7 DW&. fR 7?!ZACr /64V-3,
REC -'PW&- Fl* "tWT 104Z7-50
REC. 17V,1G. FOR - g cT N(,de4: hr
R-RV15EA 61AF-E' N0.3 AS WOT51>-
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SHOULD CONSTRUCT/ON OF THE REQU/RED 1MPMUVLMEN13 NOT
Prepared Under The Supervision Of
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
��PR� / �Fti
hAAW 7E9 W
PRIVATE S TREE T IMPROVEMENT
PLANS
SHOWN HEREON AND CARRIED FORTH IN A D/L/GENT MANNER, THE
No. 36 37
10601 CHURCH STREET STE. 107
DRAWBY MA
/RACY No. 16427-3, TRACT No. 16427-4
SCALE
�
nlor
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING-
* Exp: 06-30-04 *
,
RANCHO CUC MO GA, CA 91730
PHONE 909 948-1311
TRACT No. 16427 & TRACT No. 16427
AS SHOWN
DESIGNED BY EF
DAIS•
t1 I� °7
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
s� �P
9�FOFCA� o��
�11,61 Date
Tl ' SHAT
AUGUST 2003
CHECKED BY
P OVED
DRAWNG NO.:
.F /
l
1
EFFECT.
RCE 36637 EXP. 06-30-04
WENDELL L. IWATSURU
Wl
Z' (�
3514
18
CITY ENGINEER R.C.E. 51152 DATE
J:\126-1769\Streets\ST01.dwa. 02/18/2004 04:11:51 PM. DM