HomeMy WebLinkAbout6.1-1699NOTES;
FRANK A. SLINKARD ENGINEERING AND SURVEYING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO, OR USES OF, THESE PLANS.
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, THE 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 TO THE CONTRACTOR.
IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER
DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT. CLIENT AGREES TO HOLD CONSULTANT
HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS,
DRAWINGS OR OTHER DOCUMENTS,
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,
GENERAL NOTES
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 SAFTY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND,
INDEMINIFY 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: 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 (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 EXCAVATING. (1-800-227-2600)
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 Type 'A' (modified) for all arterial and collector streets and Type 'B' (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 3/4 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 92-102, "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 Asp halt Binder shall be
approved by the City Engineer.
5. At least'l 4 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 so 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 older than 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 its to be saw cut in a neat
straight line, either parallel or perpendicular to the centerline 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.
STREET IMPROVEMENTS FOR 2905 CALL
BAKERSFIELD, CALIFORNIA
GRADING PERMIT N0. 15-40000057
SPR N0. 15-0215
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 adjust ed. 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:
A.A 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 and replacement, or
C.Placement of an asphalt concrete overlay. The method will be selected by the City Engineer. The corrective work
shall be at the contractor's expense.
18.1f abrasive grinding is used to bring 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 offset from,
and parallel to, the nearest lane line or pavement edge and the transverse limits of grinding are normal to the pavement centerline.
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 contractor's
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 place 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 place 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. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) 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 5F1 5C374189 HAS BEEN ISSUED BY THE STATE
WATER RESOURCES BOARD FOR THIS PROJECT.
OWAY DRIVE
SEE SHEET 2
e,"�
WISNIMMI
KEY `' 1 if = 150'
I
15+23.2 _
C/L SEABECK AVE.
I
CV
M
N
W
0 M
Ito
0
O
0
Z
0
.11
J
0I
ROS_EDALE_HIGHW_AY
CONC. MON _
0+00
SEC 19, 29/27
I
ENGINEERS STATEMENT
BASIS OF BEARINGS;
N 0006'37" W FOR THE CENTER LINE OF CALLOWAY DRIVE
AND THE EAST LINE OF SECTION 19, T, 29 S., R. 27 E., M.D.M.
AS SHOWN ON LOT LINE ADJUSTMENT NO. 08-162, CERTIFICATE
OF COMPLIANCE RECORDED PER DOC. NO. 000211010388 O.R.
BM USED: CITY OF BFL BM
TOP OF MON'T AT INTERSECTION
OF CALLOWAY AND SEABECK AVE.
ELEV = 381.33
CITY OF BAKERSFIELD STANDARD LIST
1. STD. STA TYPE "B" CURB & GUTTER
2. STD. ST -18 TYPE "M" MEDIAN CURB
3. STD. ST -3 COMM. DRIVE APPROACH TYPE "A"
4. STD. ST -3 COMB. SIDEWALK
5. HANDICAP RAMP PER CALTRANS STD. DR, A88A
6. STD. ST -6 PAVEMENT PATCH
STREET BREAK DOWN
ARTERIAL ------------------------------ 365.5 LF
LIST OF QUANTITIES ARE +I- AMOUNTS
AND SHOULD NOT BE USED
FOR BIDDING
EXCAVATION -------------------------
380 CY
PAVING PATCH --- ------------ ----
37 TONS
6" CL "A" CONC------------- ------
78 CY
BASE---------------------------------
156 CY
SAWCUT---------------------------
300 LF
6" CONC. CURB --------
330 LF
5.5' COMB. SIDEWALK ---------
398 SF
HANDICAP RAMP --------------
2 EA
30' COMM. DRIVE --------------
7.6 CY
LEGAL DESCRIPTION;
PARCELS 1
PARCEL MAP WAIVER NO. 381
PARCEL AREA
PARCEL 1 -1.1 AC NET
ADDRESS- 2901 CALLOWAY AVENUE
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 OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED
TO THE CITY ENGINEER.
7 �4 y �. HENp "ql�
NO. 34789 U'
* EXP.9/30/17
CIVIL
L.HENDRICKS RCE 34789 EXP. 9/30/17
DATE 9/15
JOB NO. 543-15-55
ABBREVIATIONS
FC FINISH CONC. GRADE
FG FINISH 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
PUE- 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
P/L - PROPERTY LINE
--a-- DRAINAGE DIRECTION
98.00
+ EXISTING GRADE
�flo 0
VICINITY MAP
nts
ROSEDALE HWY
APPROVED BY:
SITE
DATE
APPROVED BY:
M:
Id�-
NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
REVIEWED BY:
ASST. PUBLIC WORKS DIRECTOR DATE
REVIEWED BY:
TRAFFIC ENGINEERING DATE
CITY RECORDS NO.
PROPOSED GRADE
UNDERGROUND UTILITIES
(PLAN LOCATIONS ARE APPROXIMATE ONLY)
----- S -----SANITARY
SEWER LINE
---- W ------WATER
LINE
----- G -----GAS
LINE
----- E ------ELECTRICAL
CONDUITS
----- T -----TELEPHONE
CONDUITS OR
----- OL ----
OVERHEAD POWER LINES
�flo 0
VICINITY MAP
nts
ROSEDALE HWY
APPROVED BY:
SITE
DATE
APPROVED BY:
M:
Id�-
NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
REVIEWED BY:
ASST. PUBLIC WORKS DIRECTOR DATE
REVIEWED BY:
TRAFFIC ENGINEERING DATE
CITY RECORDS NO.
11' X 90' BAY TAPER
DISTANCE FROM
STA. 13+85.69 BC - STA. 14+75.69 EC
OFFSET
ELEVATION
01 --------------
0'
7.5' --------
0.17'
15' -----------
0.69'
22.5' -----------
1.55'
30' -----------
2.75'
45' -----------
5.50'
60' -------------
8.25'
67.5' ----------
9.45"
75' ------------
10.31'
82.5' ---- ------
10.83'
90' -------- -----
11.00'
FOR EACH 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
ADDITIONAL STREET
DEDICATION PER DOC. NO.
i 30'
PG&E EASEMENT PER
BK. 5268 PG. 1532 O.R.
ELEC. TRANSMISSION LINES
PEDESTRIAN EASEMENT PER
DOC. NO.000215162417 AND
RERECORDED PER DOC. NO.
382.60 382.5 HC RAMP PER 000215162722 O.R.
--' CAL TRANS STD A8
I & COB ST -10 TYP. 1 l
N 0000'00" W
Q FL CURVE DATA
A= 90000'00"
R= 20.00'
L= 31.42'
T= 20.00'
CITY OF BAKERSFIELD STREET
RIGHT OF WAY PER
DOC. NO. 0208191476 O.R.
NOTE;
SIGNS & UTILITIES WITHIN THE TURN
LANE CONST. AREA SHALL BE RELOCATED
OR SURFACED TO NEW GRADE.
PG&E EASEMENT PER
BK. 1396. PG. 264 O.R.
VAUGHN WATER CO. EASEMENT
P/L i fPER BK. 4438, PG. 945 O.R.
r�
P/L /
I REMOVE EX. CURB & GUTTER pW38�4P/LAND CONST NEW TYPE "M" ELEt UTILITY VAULTS II
6" CL. "A' CONC. OVER 6" CAB. I MEDIA CURB & COMB_ 5.5' AIDFWALK \ pni nnc,u 41 w
&EX. CURB, 6' BLOCK WALL GUTTER I jl ELEC. TOWER'
' S 0°00'00" W F( 30 S °5g,�6 / 41 �S` �, COMPACTED O.G. TO 95%, FIRE
RELOCATED
0 I PER CITY STD. ST -2 & ST -8 380.49 `38 17 I ELEC gBOt,11381.49381.63
I III T. 7 00' 2 �' �° DEPTH OF 1.5' B.F.G.�II II 380.55,x, I 1 ' �� �9TELE RISER 79.7 I IELEC. BOX 382.20
II P/L , I p0 R/W Q d'�` 379.80 379.91 I EMOVE EX. SIGN 382.17 TC
I , I p6 GL + + TO BE RELOCATED CURB & GUTTER UTILITY VAULT I 8 91 5 +,381.70 FC
I III CONST. COMB.5.5' SI II i p� 381.20 „
I III `l`Li FL S 0009'03 E
PER COB STD. ST -3 i _ _ _ 81 0 O
- - RIW- _383.8A1 I S 0006'37" E _66.64' EITTC BOX �A A
381.15 381.26 3 1.16 381.41 PP DOWN GUYS �o 7381 o
------------------� .03 7 + +381.40
EX. SIDEWALK SIGNAL BOXY ELEC BOX ® PP 381.38 ti ��' S FLOWLINE 1 381.53
- - - - - - - -_- - - - - - - - - - - - - - - - - - - - - -
381.01TC ------------------- -+ _
LL
380.54 FL - - - - - - - - - - - - - 381.16 TC -�-- 0.2% - _ 381.32 TC - - - - - - �8 . T _ - O _ _ _ f - 0.18% -_
380.68 FL 380.82 FL 380.88 FL
- --w - w - - - - - - - - -�- - - abs - - - w cn - - EX. WATER LINE - - o _
------ - ZD - --- - --�= - - _ - -�=� _ - _fi_- - ole S� EX_SEWERLINE -00 �° -
C, m �- I -- M --- -- -_
Morf co M o 1' SAWCUT TYP.
X + W co X I 't' + c MATCH EXISTING 136.33'
I ui v- Z Z u, =i 0I 1co
1= v CONST. TYPE "A" AC.
SE COR. SEC. 19 ~ a + o o A
29►27 CONC. MON. a m I I J J a C/L CALLOWAY DR.
0+00 - - 11+00 I 225.00' I � m 12+00 v la ca - 13+00
1-11025' ----- EX. CONC. I-------�- v ------- ___._ _•-= '--
_ _ _ 365.46'
- - - - - - - - - - - - - - - - - - - - - - - - - - - M
N N 00006'37" W 2671.67' BASIS OF BE)
duj
J_
V
3_ R/W I 380.5 S 0°12'44" E 93.13' 3p�p I [2. F S15°03 382.03+-- 32� - - J 382'0 / �� CONC
06„
S 0_06'37" E
380.84 20.52' 381 91-'f`
+ + o �` 380 EX. HC RAMPS
381.21 381.93 381.4 �t
I �, UTLITY BOX _
- - ---C� 1- - h - 3$1'6`�TC- �• -3 - - - _-♦-- 0.18%_ - - - �� Wv v - - - - - - _ - _ - X381.45 FL
- - coo I -LWV 381.12 FL 381.23 FL EX, CURB & GUTTER � u-
ooaomm •'++ M co
MH
VAUGHN WATER CO. EASEMENT
PER BK. 4729, PG. 601 & 605 O.R.
1 30' 30' 30' 381.79 0
EX. MH I PARABOLIC RVE Q
381.58 TOP TANGENT PARABOLIC CURVE 0
371.511NV w
I
EX. CONC. ISLAND INSTALL 11' x 90' BAY TAPER
-_-_ -___� ------ - 26+71.67
47.47' ----------------------- -
15+23.18 CONC. MON.
10.00 60.00' 14+00 70.45' _ _ 15+00 _ _ _
CDMDF ON IN WELL
VAUGHN WATER CO. EASEMENT ., UJ 381.33
W
JGS PER BK. 4418, PG. 784 O.R. � Lu W aa I =
CITY SEWER EASEMENT r- V --Z c I W-ci r 'i ::3 ZU
PER BK. 6550, PG. 133 O.R. II - m
n a, 0 Iv Q L1J I Q
'v D a o Lj, J:D w
STANDARD RIGHT TURN LANE
INTO COMMERCIAL DEVELOPEMENT
GALLOWAY DRIVE
U' Z
v J W
O ESS/p C) Q J
p �� y �• HENp�j'9�� U
NO. 34789 `n
HOR. SCALE 111=20' * EXP. 9/30/17
VERT SCALE 1" = 21 C/ vt I ` RY L.HENDRICKS RCE 34789 EXP. 9/30/17
7'
TYPE "M" CONC. CURB, ST- 2
WIST-8 COMB. 5.5' SIDEWALK
11' 1 2' ,1'
0.2% MIN.
STATION
11+00 12+00 13+00 14+00 15+00
ELEVATION
& ARROW, A 24 C & A 24 D
LU LU
< �[
a
45'
0
J
U
USE PAVEMENT
-�
/- PATCH STD. ST -12
CU
EXX..
,
SAWCUT LINE
MATCH EX.
Z
0
N
O
U
d
m
O
ccco
m
W
La
Z
UJ
F-
V
a O
�j
Jin
383.00
Lu
Q
u-
0U
W
a
cz
N
a
0
Aj
V
caro
NEW
LOWLI.
IN SAME
381.00
EX.
LOWLI
E
LOC
TION A
ORIGI
L
P
OFI
E WEST!
IDE
OF
(0-'FALL
W
Y DRIVE
FLOVILINE
379.00
7'
TYPE "M" CONC. CURB, ST- 2
WIST-8 COMB. 5.5' SIDEWALK
11' 1 2' ,1'
0.2% MIN.
6" CL. "A" CONC.
6" AB
1.5' COMP. NATIVE TO 95%
CONST PER PROPOSED STD. ST -34
SECTION A -A
nts
N 0000'00" E 37.00'
P/L-
5
i
-- -- -R/W --� -
N 0000'00" W
5'16„
�6.41'sls TRAFFIC LINE DETAILS
S 0009'03" E 47.0' - RAN!
" TYPE IV (L) r-
DETAIL 38
FLOWLINE DETAIL 39
BIKE LANE
°°C/L CALLOWAY
- 11+00 to 225.00' 12+00 _ _
EX. CONC. ISLAND
DR.
X00
365.46'
S 0°12'44" E 93.13'
- - - - - ----�'1'5003'06„
S
TYPE IV (L)
CL:
O
BIKE LANE MARKING
a
& ARROW, A 24 C & A 24 D
LU LU
< �[
a
45'
0
J
U
USE PAVEMENT
-�
/- PATCH STD. ST -12
CU
EXX..
,
SAWCUT LINE
MATCH EX.
6" CL. "A" CONC.
6" AB
1.5' COMP. NATIVE TO 95%
CONST PER PROPOSED STD. ST -34
SECTION A -A
nts
N 0000'00" E 37.00'
P/L-
5
i
-- -- -R/W --� -
N 0000'00" W
5'16„
�6.41'sls TRAFFIC LINE DETAILS
S 0009'03" E 47.0' - RAN!
" TYPE IV (L) r-
DETAIL 38
FLOWLINE DETAIL 39
BIKE LANE
°°C/L CALLOWAY
- 11+00 to 225.00' 12+00 _ _
EX. CONC. ISLAND
DR.
X00
365.46'
S 0°12'44" E 93.13'
- - - - - ----�'1'5003'06„
S
TYPE IV (L)
R/W
----------------
_ EX. CONC. ISLAND v
47.47' 15+23.18
14+00 70.45' _ _ 15+00
MDF ON IN WELL
381.33 DATE 8/15
JOB NO. 543-15-55
W > _
x�
~U�� mLL-
oZZ �z2,0
1�o-w�o
Z i
o>,�E -p
LLuo
��z0 ca
Q U K O LL
W-0
Q w w O
wW x �0Of
Ox�a�
O a 0 68
w= w
�wOf z
zowLL zZw�W
of
UQw O O
xO w of
0 a z} U m
owFo Z W
w�=Z�
F-mmo U -,-0'L
ffi OU = Z } mz w o w
�m�� J�oZo
J
W J O W x OW W
Wx F -U W UZJ W
F -T U W m Y J
ZxUF- U}�LL1w
Q LL Z O J=
oov�oa;oz�--F-
Q
cd�H��Qc���O
pUd'W WF-JOO(n
W' W w W d Z Q
�
xzww�U) >< �ozWC9oZ-ar
Q U W Q m W � J
Z w'� x LL0 d' Q W LL Q
Odd' W w 0 J�(./)J
QQwOZU�C'1WZ
W -J
U Cn Y W d Z U d' W
U
w
z 2i Z Z o� 0= z U
QF-oo F W
�wxFwxo�c�-
�W F_w Z�LL•UW LL.
O z 2� W cn w LL
WUZ W �ZOO--1i'-
=z O x> O w ry O x
F- w - F- W U W CL F-
Z
LL]
CD
M
Q
U
Q Q 0
se Z w
00
z co
co
J 06 ��
m M
c�
'Z C-0
Q� W�
Lu LL1
z z co
Q -
/
0
orfz N
LL- LL O
J O
N
U
�L1J
V J
00
1
LI Q
LL 0
LU J
= J
F- Q
U
0 z
LL O
z �-
Qz
a <
LU F�--/-
0:J v )
F- LU
O
SHEET
2
OF 2
SHEETS
&-/ - feol
CL:
O
BIKE LANE MARKING
a
& ARROW, A 24 C & A 24 D
LU LU
< �[
+
j in
R/W
----------------
_ EX. CONC. ISLAND v
47.47' 15+23.18
14+00 70.45' _ _ 15+00
MDF ON IN WELL
381.33 DATE 8/15
JOB NO. 543-15-55
W > _
x�
~U�� mLL-
oZZ �z2,0
1�o-w�o
Z i
o>,�E -p
LLuo
��z0 ca
Q U K O LL
W-0
Q w w O
wW x �0Of
Ox�a�
O a 0 68
w= w
�wOf z
zowLL zZw�W
of
UQw O O
xO w of
0 a z} U m
owFo Z W
w�=Z�
F-mmo U -,-0'L
ffi OU = Z } mz w o w
�m�� J�oZo
J
W J O W x OW W
Wx F -U W UZJ W
F -T U W m Y J
ZxUF- U}�LL1w
Q LL Z O J=
oov�oa;oz�--F-
Q
cd�H��Qc���O
pUd'W WF-JOO(n
W' W w W d Z Q
�
xzww�U) >< �ozWC9oZ-ar
Q U W Q m W � J
Z w'� x LL0 d' Q W LL Q
Odd' W w 0 J�(./)J
QQwOZU�C'1WZ
W -J
U Cn Y W d Z U d' W
U
w
z 2i Z Z o� 0= z U
QF-oo F W
�wxFwxo�c�-
�W F_w Z�LL•UW LL.
O z 2� W cn w LL
WUZ W �ZOO--1i'-
=z O x> O w ry O x
F- w - F- W U W CL F-
Z
LL]
CD
M
Q
U
Q Q 0
se Z w
00
z co
co
J 06 ��
m M
c�
'Z C-0
Q� W�
Lu LL1
z z co
Q -
/
0
orfz N
LL- LL O
J O
N
U
�L1J
V J
00
1
LI Q
LL 0
LU J
= J
F- Q
U
0 z
LL O
z �-
Qz
a <
LU F�--/-
0:J v )
F- LU
O
SHEET
2
OF 2
SHEETS
&-/ - feol