HomeMy WebLinkAbout6.1-1847NOTES,
FRANK A. SLINKARD ENGINEERING AND SURVEYING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO, OR USES OF, THESE PLANS.
COMPACTION TEST HA
S SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, 0 E HE NUMBER AND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED
COMPACTION TESTS WILL BE BACKCHARGED TOTHECONTRACTOR.
IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER
DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT. CLIENTAGREES TO HOLD CONSULTANT
HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS,
DRAWINGS OR OTHER DOCUMENTS.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT
SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE
IN THE CITY RIGHT-OF-WAY.
IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION., IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FUTHER WORK,
IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS
OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS. HE SHALL SUBMIT A WRITTEN REQUEST
FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT,
GENERALNOTES
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
A PERMIT SHALL BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE
DONE IN THE CITY STREET RIGHT OF WAY.
2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE, PERSERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES
AND PIPELINES.
3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND
COMPACTED PER CITY STD. DETAIL ST -22.
4. THE CONTRACTOR SHALL REMOVE OR REPLACE ALL OBSTRUCTIONS WITHIN THESTREET
RIGHT OF WAY AS DIRECTED BY THE CITY ENGINEER.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING
THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS.
7.24 HOUR NOTICE SHALL BE REQUIRED FOR TESTING AND INSPECTION, 326-3049
8. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER AND -
SHALL BE PROVIDED BY A SOILS ENGINEER. NUMBER AND LOCATION OF THE COMPACTION
TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT.
9. THE ENGINEER HAS MADE A DILIGENT SEARCH OF RECORDS, CONTACTED UTILITY COMPANIES
AND OTHERWISE ENDEAVORED TO INDICATE ON THE DRAWINGS ALL UTILITIES WHICH EXIST
WITHIN THE LIMITS OF THE WORK OF THIS PROJECT. HOWEVER THE ENGINEER MAKES NO
GUARANTEE THAT ALL FACILITIES HAVE BEEN SHOWN ON THE PLANS, SINCE THE LOCATIONS
AND DESCRIPTIONS WERE NOT ALL OBTAINED FROM ACTUAL FIELD SURVEYS AND SOME
UNDERGROUND FACILITIES MAY NOT SHOW UP IN THE RECORDS. THE CONTRACTOR SHALL
CONTACT THE OWNERS OF THE UNDERGROUND FACILITIES AND ALL UTILITIY COMPANIES
REQUESTING THEY LOCATE AND MARK THEIR FACILITIES PRIOR TO BEGINNING WORK.
PRIOR TO DELIVERY OF ANY MATERIALS OR BEGINNING OF ANY EXCAVATION AND PRIOR TO
BRINGING ANY CREWS OR EQUIPTMENT ON THE JOB, THE CONTRACTOR SHALL EXPOSE
AND CONFIRM THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND REPORT
TO THE ENGINEER SAID LOCATIONS AND ANY POSSIBLE CONFLICT WITH THE WORK
TO BE PREFORMED. THE ENGINEER SHALL THEN DETERMINE IF ANY REVISIONS TO
THE DESIGN ARE REQUIRED AND PREPARE ANY NECESSARY REVISIONS TO THE
PLANS PRIOR TO THE CONTRACTOR PROCEEDING WITH ANY WORK ON OR AROUND
THE AFFECTED LINE OR LINES. NO EXTRA COMPENSATION WILL BE ALLOWED FOR
EXTRA COSTS INCURRED DUE TO CONTRACTORS FAILURE TO STRICTLY FOLLOW
THIS PROCEDURE,
10, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING U.S.A. AT LEAST 48 HOURS
PRIOR TO CONSTRUCTION1- 227-2
800- 800
11, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT
FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT- OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
ASPHALT CONCRETE PAVING NOTES
1. Asphalt Concrete shall be Tymi (modified) for all arterial and collector streets and Type'R (modified) for local streets
and shall conform to the provisions in Section 39, "Asphalt Concrete", of the Standard Specifications and these Special
Provisions.
2. Prior to the addition of asphalt binder, the combined mineral aggregate for Type 'A' (modified) or Type'B' (modified) Asphalt
Concrete shall conform to the requirements of Section 39-2.02, "Aggregate", of the Standard Specifications for 314 inch maximum,
medium grading.
3. Asphalt Binder for Type 'A' (modified) Asphalt Concrete shall be PG 64-10 performance graded asphalt, unless otherwise
directed by the City Engineer. Asphalt Binder for Type'B' (modified) Asphalt Concrete shall be PG 64-10 Performance graded asphalt,
unless otherwise directed by the City Engineer. The Asphalt Binder shall conform to the requirements in the table for "Steam- Refined
Paving Asphalts", in Section 92-1,02, "Grades", of the Standard Specifications.
4. The amount of the Asphalt Binder to be mixed with the Mineral Aggregate shall be determined by the Contractor in accordance
with California Test Method 367 using samples of materials proposed for use in the work. The amount of Asphalt Binder shall be
approved by the City Engineer.
5. At least 14 days prior to the start of work, the Contractor shall submit the following for the City Engineer's review and approval,
A. A list of aggregate and asphalt sources.
B. Documentation verifying that the aggregates to be incorporated in the work conform to the requirements of Section 39-2.02,
"Aggregate", of the Standard Specifications and these Special Provisions. Material sieve analysis and sand equivalent test
results shall not be older than six (6) months. All other test results shall be no olderthan one (1) year.
C. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory test results on which the
design is based shall be submitted with the mix design along with the theoretical maximum density of the design mixture as
determined by ASTM 02041.
The asphalt concrete mix shall meet the requirements of Section 39-2.02, "Aggregate", of the Standard Specifications and
these Special Provisions. If the data submitted shows that the materials are substantially the same as when the design was
prepared, the design may be up to three (3) years old. The Contractor shall bear all the costs associated with the asphalt
concrete mix design.
6. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement is to be saw cut in a neat
straight line, ether parallel or perpendicular to the centedine of the street, and at a minimum distance of one (1) foot from the existing
edge of pavement.
7. A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asphalt concrete. However, all other
requirements of Section 39- 4.01, "Subgrade", of the Standard Specifications shall be met.
8. The area to which Paint Binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking
binder material onto the existing pavement surface beyond the limits of construction.
9. Paving seams shall be located to match designed traffic lane stripe locations unless otherwise permitted by the City Engineer
10. Intersections and tapered shoulders shall be surfaced as directed by the City Engineer. Additional asphalt concrete shall be
placed at road connections and private drive where shown on the plans and as directed by the City Engineer and shall be hand
raked, if necessary, and compacted to form smooth, tapered connections.
11.. Where the compacted thickness of a layer of asphalt concrete is 0,15 foot or less, paving operations shall be conducted in
such a manner that, at the end of each work shift, the length of pavement along the longitudinal drop-off between adjacent lanes
is not greater than that which can be surfaced during the following shift of normal paving operations. Additional asphalt concrete
shall be placed along the transverse drop-offs on each lane. Such additional asphalt concrete shall be hand raked and compacted
to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or other approved bond breaker, may
be placed under the conforms to facilitate the removal of the conforms when paving operation resume.
12. Where compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operations shall be conducted in
such a manner that the layer of asphalt concrete is placed on all contiguous lanes of the traveled way before the lanes are
opened to public traffic. At the end of each work shift, the distance between the ends of a layer of asphalt concrete on adjacent
lanes shall not be greater than 10 feet. Additional asphalt concrete shall be placed along the transverse drop-offs on each lane.
Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened
to public traffic. Kraft paper, or other approved bond breaker, may be placed under the conforms to facilitate the removal of the
conforms when paving operation resume.
13. Asphalt Concrete shall be compacted to a minimum of 92 percent of the maximum theoretical density as determined by
ATSM D-2041. In-place density shall be determined in accordance with California Test 375.
14. If the In -Place Density of any lot of asphalt concrete is less than 92 percent or Greater than 94 percent of the maximum
theoretical density, the contractor will be advised that the required relative compaction is not being attained and that the materials
or procedures, or both, if needed, are to be adjusted. Asphalt concrete spreading operations shall not continue until the contractor
has notified the City Engineer of the adjustment that will be made in order to meet the required compaction. If any successive test
after notice. is given does not meet the specific range, the asphalt concrete represented by that lot shall be removed and replaced
with material that meet the In -Place Density requirements.
15. If the test results for any lot of asphalt concrete indicate that the relative compaction is either less than 90 percent or more than
96 percent the asphalt concrete represented by that lot shall be removed and replaced with material that does meet the In -Place
Density requirement. The corrective work shall be at the contractor's expense.
16. The Field Density of compacted asphalt concrete shall be determined by:
AA properly calibrated nuclear asphalt testing device in the field, or
B ASTM 01188 when slabs or cores are taken for laboratory testing, Zinc Stearate may be substituted with paraffin.
C.In case of dispute, method "B" shall be used.
17. If the finished surface of the asphalt concrete does not meet the specified surface tolerances, it shall be brought within
tolerance by either:
A.Abrasive grinding with equipment utilized diamond blades,
B. Removal andreplacement, or
C.Placement of an asphalt concrete overlay. The method will be selected by the City Engineer. The corrective work
shall be at the contractors expense.
18.1f abrasive grinding is used to bring the finished surface to specified surface tolerances, additional grinding shall
be performed, as necessary, to enlarge the grinding area so that the longitudinal limits of grinding are at a constant offsetfrom,
and parallel to, the nearest lane line or pavement edge and the transverse limits,of grinding are normal to the pavement centedine.
All ground areas shall conform to the requirements in the first paragraph and the last four paragraphs of section 42-2.02,
"Construction", of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the contractors
expense. The Fog Seal coat shall be either rejuvenating agent or asphalt emulsion as directed by the City Engineer.
19. Arterial and collector street base material shall be crushed aggregate base (CAB) conforming to Section 200-2.2 of the
"Greenbook". Base material for local streets shall be CAB or fine gradation Crushed Miscellaneous Base (CMB) conforming to Section
200-2.4 of the "Greenbook"...........which allows up to 50% of the volume to be reclaimed asphalt concrete Portland cement concrete,
lean concrete base, cement treated base or a combination of these materials. Other recycled bases shall not be allowed. Aggregate
base shall be compacted to a minimum of 95% of maximum dry density.
20, Paving contractor shall grade the paving areas to the following modified Caltrans standard specification section 19-1.03 per the
City of Bakersfield: Immediately prior to placing subsequent layers of material thereon, the grading plane shall conform to the following
A.When asphalt concrete or asphalt concrete base is to be placed on the grading plane, the grading plane at any point shall not
vary more than 0.04 foot above or below the grade established by the engineer.
B.When the subbase or base material (other than asphalt concrete base) is to be placed on the grading plane, the grading plane
at any point shall not vary more than 0.04 foot above or below the grade established by the engineer.
21.24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049.
22, NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY
UNTIL A -SUBDIVISION PERMIT HAS BEEN OBTAINED.
23, ANY WORK CONNECTED TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S
ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET
PERMIT.FOR TRACTS WITH PRIVATE STREETS P
( PARCEL C MAP IMPROVEMENT, OR PUBLIC TRACTS WITHOUT RECORD MAPS)
24. MEDIAN HARDSCAPE IMPROVEMENTS ARE
SHOWN FOR INFORMATIONAL PURPOSES ONLY, ACTUAL LAYOUT, COLOR, AND
TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT.
25. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS.
26. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND
COMMERCIAL DRIVE APPROACHES.
27, NOTE TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL.
STREET IMPROVEMENTS FOR 2201 SOUTH UNION AVENUE
BAKERSFIELD, CALIFORNIA
S
SPR N0. 17-0136
BASIS OF BEARINGS
THE BEARING OF N 0°00'23" W ALONG THE CENTERLINE OF UNION, AVENUE
( EAST LINE OF SEC, 18, 30(28 M, D.M.) AS SHOWN ON PARCEL MAP N0,
4541 PER BOOK 20 OF PARCEL MAPS AT PAGE 111 IN THE OFFICE OF THE
KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON.
CITY OF BAKERSFIELD STANDARD LIST
1. STD. ST -1 TYPE "8" CURB & GUTTER
2. STD. ST -3 COMM. DRIVE APPROACH TYPE "A"
4. STD. ST -3 COMB. SIDEWALK
5. HANDICAP RAMP PER CALTRANS STD. DR. A88A
STREET BREAK DOWN
ARTERIAL ----------------- ----------- 330.0 LF
PROJECT ACREAGE
5.5 AC. TOTAL
0.3 AC. DISTURBED GROUND
I
C/L PLANZ ROAD 26.42.31
- -
I
L
6
L
BENCH MARK
TOP OF BRASS CAP IN MONUMENT AT
PLANE RD. AND UNION AVE. INTERSECTION
ELEVATION= 376.80' USGS DATUM
LIST OF QUANTITIES ARE +(- AMOUNTS
AND SHOULD NOT BE USED FOR BIDDING
EXCAVATION ------- ---- ---------
-- 84 CY
6" CL "A" CONC----------
40,374 SF
BASE --------------------------------
108 CY
SAWCUT-----------------------
204 LF
5.5' COMB. SIDEWALK ---------1584
SF
HANDICAP RAMP-------------
3 EA
TYPE "B" CURB & GUTTER
--- 288 LF
36COMM. DRIVE -----------------
510 SF
STREET SIGN ---------------------------
2 EA
BARRICADE ----------- - -------
----------- 1 EA
LEGAL DESCRIPTION
"NOT A PART" PARCEL OF
PM. NO. 4541
ADDRESS- 2201 S. UNION AVE.
APN. - 025-030-32
SHEETINDEX
SHEET 1 - TITLE SHEET
SHEET 2- STREET IMPROVEMENTS
-r_
28. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN
IN THE APPROVED PIANS, SHOULD CONDITIONS CHANGE, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL
10 DAYS PRIOR TO PAVING,
29. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL 90RIENTED NORTH) AND SHALL
CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS.
30, ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS
WILL BE REQUIRED REPAIRED ANDADR UPGRADED AS PER CITY ENGINEER.
31, NOTE TO STAMP A "C° ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION
32, WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION
OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN.
33. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4'.1, EXCEPT FOR TWO FEET
BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
34. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDESL A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS
OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION
ACTIVITY (SWRCB ORDER NO.2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER
2012-0006-DWQ) MUST BE FILED WITH THE STATE WATER RESOURCES
CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY.
.COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS, WASTE DISCHARGE
IDENTIFICATION (WDID) NUMBER 5F15W003446 HAS BEEN ISSUED BY THE STATE
WATER RESOURCES BOARD FOR THIS PROJECT.
C/L WHITE LANE
--- 0+00 - -
I
a° r
,?'J _EOTL. H E N6 RICKS, RCE 34789
EXP. 9130119
ENGINEERS STATEMENT
N0, 34789
EXP. 9/30119
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE
CITY OF BAKERSFIELD ORDINANCE, STANDARDS AND DESIGN CRITERIA, AND INCLUDE
ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS CR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED
TO THE CITY ENGINEER.
DAT 4119
doe No. _820-14_5
6.1-1847
CITY RECORDS NO.
ABBREVIATIONS
FG FINISH GRADE
FC FINISH CONC. GRADE
COB- CITY OF BAKERSFIELD
AB -AGGREGATE BASE
AC- ASPHALT CONCRETE
BM -BENCH MARK
TBM-TEMPORARY BENCH MARK
EP- EDGE OF PAVEMENT
EX- EXISTING
FF- FINISH FLOOR
LP- LIGHT POLE.
LS- LANDSCAPING
FH- FIRE HYDRANT
FL- FLOWLINE
GB- GRADE BREAK
HC- HANDICAPPED
IP- IRON PIPE
MH -MANHOLE
NTS- NOT TO SCALE
OG- ORIGINAL GRADE
PP- POWER POLE
TC- TOP OF CURB
CONC-CONCRETE
CB- CATCH BASIN
RUE- PUBLIC UTILITY EASEMENT
TP- TOP OF PAVING
WV- WATER VALVE
GV- GAS VALVE
BW- BACK OF WALK
SD- STORMDRAIN
TW- TOP OF WALL
TF- TOP OF FOOTING
.f DRAINAGE DIRECTION
98.00 EXISTING GRADE
9%j PROPOSED GRADE
UNDERGROUND UTILITIES
(PLAN LOCgAgTIONS ARE APPROXIMATE ONLY)
---- W ---- -WER LINE WER LINE
--- G ------GAS LINE
--- E ---ELECTRICAL CONDUITS
----- T --TELEPHONE CONDUITS OR
W.C.R.- WHEEL CHAIR RAMP [S-41]
® STD. CITY MONUMENT [S-29)
-EO- STD. CITY LIGHT 9500 LUMENS [S-31]
SITE u
a VICINITY MAP
z nts
0
WHITE LANE
NORTH
APPROVED BY:
r
9�19
NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
REVIEWED BY: - -
_ F if f
ASST. PUBLIC WORKS DIRECTOR DATE
REVIEWED BY:
TRAFFIGE TINE NG DATE
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CONC. MON.
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36'
AC PAVING PER GRADING
< PERMIT NO. 17-40000053
IT a Z W
V Z h
NNm2 W ip� +f0
IT
FL CURVE DATA
u m v a m + + c 0= 90°00'00"
R=30.00'
Fro3 �� L=47.12'
/.9 T= 30.00'
FL CURVE DATA v a�i
A=90°00'00" L
R= 30.00' i" PIL 375 50
L= 47.12' 31'4.60 I \
T= 30.00'
a
374.78
90' BAY TAPER TABLE
V N
DISTANCE FROM STA. 24+30.45 BC - STA. 25+20.45 EC
N
�;�
OFFSET
BE REMOVED BEYOND THE TSAWCUT TO
y
0 - 0l
r
----
7.5' ----- 0.16'
-
37513PP
15' -------------- 0,62'
HC RAMPS PER CALTRANS 0y
CROSS SLOPE
22,5' ----------- 1.41'
PARCELI
STD. DR. A88A
30' - 2.50'
PM NO 4541
EX. DRAINAGE SWALE
37,5' - 3.75'
BK. 20, PG. 111
45' - - 5.00'
5.07+
TREES TYPE OM1.3� •
375.28 MARKER '�
525'- - 6.25' -
376.05+ FLOWLINE
w
60' ---------- 7.50'
z
67.5' - 8.59'
Vis? ,'���
Q
75 -- - 9.38'
82.5' - 9.84'
378.23 TC
378.67 TC
90' -- - .10.00'
379.16
UJI
3
J
V
1
CONC. MON.
LEGEND
36'
AC PAVING PER GRADING
< PERMIT NO. 17-40000053
IT a Z W
V Z h
NNm2 W ip� +f0
IT
FL CURVE DATA
u m v a m + + c 0= 90°00'00"
R=30.00'
Fro3 �� L=47.12'
/.9 T= 30.00'
FL CURVE DATA v a�i
A=90°00'00" L
R= 30.00' i" PIL 375 50
L= 47.12' 31'4.60 I \
T= 30.00'
a
374.78
P/L
� ROD IRON FENCE
V N
I
N
�;�
so
BE REMOVED BEYOND THE TSAWCUT TO
y
J
r
----
--
-
37513PP
"'
HC RAMPS PER CALTRANS 0y
CROSS SLOPE
®
�'C�
�'
STD. DR. A88A
'y1 Fp
__ _378_161
EX. DRAINAGE SWALE
INSTALL 11' X 90' BAY TAPER
0.6%
23+00
5.07+
TREES TYPE OM1.3� •
375.28 MARKER '�
376.05+ FLOWLINE
25+00
26+00
37602 •
Vis? ,'���
}
�.
378.23 TC
378.67 TC
379.16
TC
DIRT
37_6.65
379.30 TC
377,86 TP
378.23 TP
______
____ ______
378.94 TP
_--______
3753
3 TYPE OM2 -2V OBJECT MARKERS
376.76
MATCH EXISTING
PER CAL TRANS STD.PLANA73
� I CONIC
j
EX ISLAND
_
24+00
37
_37
376.7
2{_
376.84
-
'-
376.96
°o+
1' 3
A
_----.-______+_______________-
37
.51 TO 379.53 TC
- 377.39 TO
- 377.44 TC
°O
I w
377.62 TC
k3
376 86 TP
377.04 TP
378.20 TO
377,19 TP
0+00 21+00 22+00
-
---f-- - - - - - - -
--------
377.61 TO.
377.33 TO 377.48 TO
I -R26(CA)SIGN
• - TYPE OM2 -2V OBJECT MARKERS
PER CAL TRANS STD. PLAN A73
-1 - TYPE OM1 -3 MARKER
® -TRUNCATED DOMES
® -CONCRETE MONUMENT
21+00
NOTE;
1. SEE ONSITE LIMITS OF GRADING PERMIT NO. 17-40000053
2. SIGNS 6 UTILITIES WITHIN THE TURN
LANE CONST. AREA SHALL BE RELOCATED
OR SURFACED TO NEW GRADE.
3. FOR TURN. LANE PAINT DET 38 AND TWO (2) PVMT. MARKERING
ARROWS TYPE IV (R) OR (L) PER CAL TRANS STD. PLANS, USING
THERMO PLASTIC PAINT PER PTH-02ALKYD.
4. RECONSTRUCT ALL AC PAVING AND CONCRETE IN UNION AVENUE
IN POOR CONDITION TO CENTERLINE PER CITY ENGINEERS DIRECTIONS
5.5" COMB. SIDEWALK 6" 2"
no -
2%
% 2"r
z
22% ;0 6" CL'A' CONCC.
CLASS'B"GONG
CONC. CURB DETAIL
nts
CONST NEW 6" GONG. CURB
WICOMB, 5.5' SIDEWALK
EX. AC PAVING STREET RIGHT-OF-WAY EASEMENT
PER DOC. NO. 219038533 O.R.
INSTALL 6" CL. "A' GONG. OVER 6" CAB. COMPACTED
SIGN O.G. TO 95%, DEPTH OF 1.5' B.F.G.+
TP (/�\ 375.86 TP 376
_B5 A
\ / \ RELOCATE POWER POLE
CONC - -
B
23+00
377 14P 377.76 37790 3781
377.59�
EX. DRIVE
0:83%
REMOVE EX. CURB, GUTTER S,
SIDEWALK, DRIVE
+ -1- 377.33 TP
377.12 TP EX. AC PAVING
�� - - S 0 00'23" E 3
p`?b 378.53 8
3787C 0
-~ ,y1bp�7 2T
T SAWCUT LINE 378.23 FL
AC PAVING AND CONCRETE MAY NEED TO
FL CURVE DATA
0=90°07'21"
R= 30.00'
L= 47.88'
T= 30.06'
PIL CURVE DATA
378.06 4=90°07'21"
PAF R= 20.00' o�
378.00 G L= 31.46' \ ��? t
CANAL CONC. T=20.04'
HEADWALL 1p Q? \
SIL UTILITY BOXES d BS
_ PP 377 i ,
-- +-- ELEC BOX __--I AL LICH
378.47TC' - �v 0.83% 377 94
377.90 FLq1p INSTALL 377.45 F
SIGNCA) y
150'
UNION AVENUE
q
V ^`tx
V N
I
N
�;�
W 6
BE REMOVED BEYOND THE TSAWCUT TO
y
J
377.42
W
J
-
V
"'
PROVIDE A 2%+1-
CROSS SLOPE
r}
PARABOLIC CURVE
+ _______
__ _378_161
30'
INSTALL 11' X 90' BAY TAPER
1
23+00
24+00
INSTALL CHANNELIZINGIGORE MARKINNd
25+00
26+00
ELEVATION
}
�.
378.23 TC
378.67 TC
379.16
TC
379.30 TC
377,86 TP
378.23 TP
378
B6 TP
378.94 TP
_--______
_ _
__________
=-==+=_=-
EX ISLAND
_
24+00
37
_37
32 LIGHTSTD+
47 ELEC 60
___�__-
25+00
N 0°00' 23" W 2642.31' BASIS OF BEARING
A
_ _ _ _ _ =
37
.51 TO 379.53 TC
79.61 TC 9.
------------------ -----
d-==-=--379.7TO
378.3 TO 378.99 TO
378.20 TO
C/L UNION
AVENUE
2
q
N
150'
UNION AVENUE
q
e
N
V N
N
N
F
W 6
H
y
J
J
J
J
U
V
V
'
PARABOLIC CURVE
TANGENT
PARABOLIC CURVE
30'
30'
30'
INSTALL 11' X 90' BAY TAPER
378,82 TO
378.55 TP 378.77 TO
a
HOR. SCALE 1"=20'
VERT SCALE T' = 2'
Q
III 377.39 45 O
T III + II II I
55'
II d)
I III SS H II
71/2211 1 376.99II
6.50 FL
EX. ISLAND III I itELER 1
r X TRUNCATED DOMES LIGHTS
}III �Z
PLIGHT ---- S - II - I
7 -- - ED377.44 ^
SAWCUT LINE TELE. MH I�cIIIJ.
-GAS VALVE - - - - - - - - - -
Ir' I
Y CONST NEW RETURN & HC RAMP PERtM ei o I
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CAL TRANS STD A88A CASE "A",W-,-
I DETAIL "B" AND ADA STD.
I � I YIo
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I 11/ oIo
EX.SEWERLINE. ✓✓I �Iv
I 30'
�7
TO 376.80 I T I
i378,63 TC
378.12ITP- - -GONG. MON. 26+42.31
LIGHT I "'. TO
378.69 I 26+00
r\� EX. CROSS WALK
a I STRIPPING
I
FD. CALIF. STATE DIV. OF HWY'S
BRASS CAP IN LAMPHOLE FOR
THE N.E. COR. SEC. 18, 30127
PER P.M. NO.11864
4 JERRY L! NDRICK$ RCE 34789, EXPIRATION DATE 9130/19
NO. 34789
EXP. 9130119
6.1-1847
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25+00
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ELEVATION
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380.00
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45•
45'
37,
37'
10' 2'
2'
EX. ISLAND
10'
EX. ISLAND
USE PAVEMENT
PATCH STD. ST -12
2°h MIN.
17°I° /1Y ---
2%MAX
y%tl•--_2A%�
--
GONG.
PIL
6" CONC. CURB
- _PAVING
�"-'-
EXISTING
>
>
6' CONC. CURB W/COMB.
W/ COMB. 5.S
SIDEWALK
s
a
5.5' SIDEWALK
a
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6" CL. "A" CONC.
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6" CL. "A" GONG.
-
MATCH EX.
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NEW RIW
OLD RIW
TYPE IV (R)
d
6" AB
CONC. EDGE
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PIL I
-
- -
- - - - - -
- - - - - -
PIL
1.5'
COMP. NATIVE TO 95%
1,5' COMP. NATIVE TO 959%
(o
R=35,. TI 9.0
R=35, TI 9.0
SECTION A -A
SECTION B -
B
- - J-
•
- - -
TYPE OM13
EDGE OF CONC.
OF GO
nts
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MARKER
`4 •
FLOWLINE
TYPE IV
(R)
EDGE OF GONG..
3 TYPE OM2 -2V OBJECT MARKERS
INSTALL CHANNEUZING/GORE MARKING
PER CAL TRANS STD. PLAN A73
TRAFFIC LINE
DETAILS
6.1-1847
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