HomeMy WebLinkAbout5.7-12166W_➢tom 1 _ �• '.
1.
ALL GRADING SHALL CONFORM WITH APPENDIX J OF THE CALIFORNIA
19.
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
I2
BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY
SAWCU TTING
DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION
1 LF
SOILS REPORT BY SEI, DATED NOVEMBER 6, 2019.
OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER,
2.
THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL
20.
FILL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE SOILS
DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE
ENGINEER.
PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW,
21.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GRADING OF THE
3.
GRADING WORK SHALL BE SUPERVISED AS ENGINEERED GRADING IN
PAD AREA TO WITHIN t 0.1 FT. IF ELEVATION OF DESIGN ELEVATION
ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE.
PAD SHOULD BE FOUND TO BE MORE THAN t 0.1 FT. OFF DESIGN
ELEVATION AFTER COMPLETION AND ACCEPTANCE OF GRADING, THE
4.
SURFACE DRAINAGE SHALL BE ONE (1) PERCENT MINIMUM TO APPROVED
CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO
DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL.
COST TO THE OWNER.
5.
CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL
22.
ALL AREAS WHERE STRUCTURES ARE TO BE PLACED MUST BE
BE NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO THE PLACING OF ANY
COMPACTED TO 90% DENSITY, FOR A MINIMUM DISTANCE OF 5' IN
FILL MATERIAL.
ALL DIRECTIONS OUTSIDE THE FOUNDATIONS OF THE STRUCTURE.
6.
ALL FILL SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT
23.
ALL FILL SHALL CONFORM TO. THE REQUIREMENTS FOR
MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SECTION
"GRADING -ENGINEERED FILLS" AS DESCRIBED IN THE SOILS REPORT
3305 OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY
TESTS AND REPORT FROM SOILS ENGINEER.
24.
COMPACTION IN PROPOSED PAVEMENT AREAS SHALL BE TO A
MINIMUM OF 90% OF THE MAXIMUM DENSITY AS OBTAINED BY THE
7.
FILL SOILS SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN
CITY OF BAKERSFIELD APPROVED TEST METHOD, AND EXTEND TO A
COMPACTED THICKNESS, MOISTURE -CONDITION AS NECESSARY, AND
MINIMUM DISTANCE OF 2' BEYOND THE OUTSIDE EDGES OF
COMPACTED TO ACHIEVE AT LEAST 90 PERCENT OF MAXIMUM DENSITY
PAVEMENTS.
AS DETERMINED BY ASTM TEST METHOD D1557. ADDITIONAL LIFTS SHALL
NOT BE PLACED IF THE PREVIOUS LIFT DID NOT MEET THE REQUIRED
25.
DURING GRADING, REASONABLE SEARCHING SHALL BE PERFORMED
DRY DENSITY OR THE SOIL CONDITIONS ARE NOT STABLE.
FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED
SUBSURFACE OBSTRUCTIONS SHALL BE REMOVED. IF THE TERMINUS
8,
PRIOR TO PLACING STRUCTURAL FILLS, ALL AREAS. SHALL BE CLEARED
OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE
OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL. THE AREA
PIPING SHALL BE REMOVED WITHIN THE PROJECT AND PROPERLY
SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND RECOMPACTED TO
CAPPED AT THE PROJECT BOUNDARY. '.
AT LEAST 90% RELATIVE COMPACTION OR AS STATED IN THE
GEOTECHNICAL REPORT.
26.
THE ENGINEER MAY FURNISH REFERENCE LINES AND GRADE STAKES
AT THE BEGINNING OF THE WORK TO ESTABLISH ALIGNMENT AND
9.
THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A
GRADE. ANY GRADE STAKES OR REFERENCE POINTS WHICH MAY BE
GROUND COVER INDIGENOUS TO THE AREA, AND MAINTAINED AGAINST
LOST OR DESTROYED BY THE CONTRACTOR DURING THE PROGRESS
EROSION.
OF HIS WORK SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
THE ENGINEER MAY REQUIRE FIELD CHECKS AT ANY STAGE OF THE
10.
ALL CUT AND /OR FILL SLOPES SHALL NOT BE STEEPER THAN 2
WORK. THE COST OF THESE FIELD CHECKS SHALL BE BORNE BY
HORIZONTAL TO 1 VERTICAL.
THE OWNER.
11.
BERMS OR DRAINAGE DEVICES ARE REQUIRED AT THE TOP OF ALL FILL
27.
THE CUT AND FILL VOLUMES ARE ANTICIPATED TO HAVE A
SLOPES.
COMPACTION OF 1.30. THE ENGINEER MAKES NO WARRANTY EITHER
DIRECT OR IMPLIED THAT THIS WILL BE ACTUAL COMPACTION
12.
DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND
FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL OCCURS, THE
ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT THE TOP OF CUT
CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO
SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT.
SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE
BALANCE BETWEEN CUT AND FILL.
13.
FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED
AND BENCHED TO SUPPORT FILL.
28.
THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR
PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER
14.
ALL FILL SLOPES SHALL NOT CUT WITHIN (12) FEET HORIZONTALLY OF
EXAMINING THE PLANS, THE PRELIMINARY SOILS REPORT AND SITE
THE TOP OF EXISTING AND/OR PLANNED SLOPES.
TERRAIN, PREPARE HIS BID PRICE BASED ON HIS OWN ANALYSIS OF
THE WORK REQUIRED.
15.
ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1)
Y9
24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF
FOOT MINIMUM DEPTH AT THE TOP OF CUT SLOPES WHEN EXISTING
CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL
TERRAIN SLOPES TOWARD TOP OF CUT.
BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE
16.
THE ENGINEER HAS SHOWN EXISTING UNDERGROUND LINES ON THIS PLAN
NOTIFIED AT (661) 326-3049.
TO THE BEST OF HIS KNOWLEDGE. THERE MAY BE OTHER LINES IN THE
30.
MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL
GROUND. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
OR STRUCTURE SHALL BE 4:1 EXCEPT FOR TWO FEET BEHIND THE
LINES IN THE FIELD PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR
SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%
SHALL CALL 811 FOR UTILITY LOCATION 48 HOURS PRIOR TO ANY
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND
EXCAVATION OR TRENCHING,
THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE
17.
CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
SIDEWALK.
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
31.
ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
ENGINEER.
INDEMNIFY, AND HOLD THE OWNER AND .THE ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
32.
NO ADDITIONAL OFFSITE LAND WILL BE USED DURING CONSTRUCTION,
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY
GRUBBING, GRADING, AND STAGING OPERATIONS.
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18.
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.
• ig4 J14
. •
VALLEY MONTESSORI PRESCHOOL
11645 VENTURE WAY
GRADING PERMIT NO. 2019-40000066
SPR
19-0348 ' •
•
N
KEY MAP
1"=30'
SHEET INDEX
C1.1 COVER SHEET AND NOTES
C1.2 GRADING PLAN
C1.3 HORIZONTAL CONTROL PLAN
C1.4 DETAILS & SECTIONS
C1.5 SITE ACCESSIBILITY DETAILS
C1.6 EROSION CONTROL PLAN
-TOP OF MONUMENT
ELEVATION = 349.27
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), 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 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) 5F15C389435 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
Know what's below
Call 811 before you dig
® CONTRACTOR SHALL CONTACT 811 FOR
LOCATION OF ALL UTILITIES, AT LEAST 72
HOURS PRIOR TO CONSTRUCTION 5.7-12166
CITY RECORDS NO.
PROJECT
L OCA TION
BOLTHOUSE DEVELOPMENT COMPANY, LLC
11601 BOLTHOUSE DRIVE, SUITE 200
BAKERSFIELD, CA 93311
(661) 323-4005
WHITE LANE
a
s CAMPUS PARK DR
HARRIS RD
F,
VICINITY MAP
NO SCALE
ENGINEER
RUETTGERS & SCHULER
1800 30th STREET, Ste 260
BAKERSFIELD, CA 93301
IAN J. PARKS
(661) 327-1969
LEGAL DESCRIPTION:
LOT 1 OF LOT UNE ADJUSTMENT No. 19-0338 AS EVIDENCED BY CERTIFICATE OF COMPLIANCE RECORDED ON
JANUARY 28, 2020. AS DOCUMENT No. 220012121, OF OFFICIAL RECORDS IN THE OFFICE OF THE KERN: COUNTY
RECORDER; ALSO BEING A PORTION OF THE SOUTHEASTQ UARTER OF SECTION 13 TOWNSHIP 30 SOUTH RANGE 26
EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
APN: 524-280-35 & A PIN. OF 524-280-37
BASIS OF ELEVATIONS:
TOP OF CONCRETE MONUMENT INA LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26,
BEING ABOUT 50 FEET SOUTH OF THE .RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD.
ELEVATION = 354.13
BASIS OF BEARINGS:
THE BEARING OF SOUTH 56.35'46" EAST, SHOWN FOR THE CENTERLINE OF VENTURE WAY, PER PARCEL MAP
No. 12166 PHASE 2, FILED ON DECEMBER 19, 2017 IN BOOK 61 OF PARCEL MAPS, AT PAGES 13-14, IN THE
OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON.
SITE ACREAGE
1.061 NET ACRES
EARTHWORK OUANTITIES
THE UNADJUSTED QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES
ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL
MAKE HIS OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT,
CUT= 870 C.Y.
FILL= 180 C.Y. EXPORT MATERIAL TO BE PLACED ON THE PROPERTY IMMEDIATELY TO
EXPORT= 690 C.Y. THE WEST OF THIS SITE, TO BE SPREAD IN A THIN, UNNOTICEABLE LAYER
LIST OF ESTIMATED MATERIALS IN CITY RIGHT OF WAY
ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES
ITEM
QUANTITY
UNIT
2-25' WIDE DRIVEWAY PER ST -4
I2
EA
SAWCU TTING
1 138
1 LF
HCP FEES PREVIOUSLY PAID W/
GRADING FOR PM 12166 PHASE 1
The GRADING PLAN as mown ars lhis dmvr.Rg Is F.OM ry gpOmved,
su67setfoarlgin9icaetlaarrecf4a¢rsoradd0i'ana. AggrcweiirjihePulallc
fr'i orris 1:aPaArr�an¢ and k�iiding FY€Pamnwrt Indioatea eppro nJ nniyss
to dest9a orrcaria ueOdsnd Wilt"anmto ChyStsndoo& Codas and
0,mne,.A*. Enginoer;ortho SrkodividoeaTdBVETagersha6 ha resprah
.Isla maed'u en crier mmdiansforthisgR4narx1ftffsU6mRfiM tfisd
"as-grWaed'gk?n attar coengleVonditgzd .
ENGINEER'S STATEMENT:
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
ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMEIyT_
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND 'DESIGN'
CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH,""ti
CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEERe, 1
APPROVED BY: IAN J. PARKS, PE NO. 58155 DATE EXP. 06-30-20
tl�p4{"
IN
If I
PROPOSED 6' CMU - TOG 351.97 `U 0 TOG 351.75 END 6' CMU 0 2 TOG 351.02 g" MOW CURB ALONG TOG 350.39 RIGHT of !
NG WALLO 0 O2 O TOG 351.53 5 O 4O
r ALLONGEPRIOPERTY LINE INV. 346.42 �S�rJ� WV. 345.97 INV. 345.42 J5 �G PROPERTY LINE INV. 346.30 WAY LINE
2 NON RETAINING WALL INV. 345.86
N15 56 24"E 266.73' M
...... _ gz..`.`.`.`.`.
.`.`.`.`.`.`.` '0.5%. . .-352.. . .15%. . . .
. . . . . . . . .`.' ... `. _ k
. ,..
s . TOG 352.20. ✓ - - 350.5{. w
.2s INN. 346.87 .`. s2�;.`.`.`.`.`.`.`..`.`.`.`..`. . . . . . . . �-, W. - -.- - z`352r. _ . . _ .' 351
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E
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,
-' 1.5% •
.26 32 32 . .,IN34532h'
/ g .oJ
._
. _
. .
AS NEEDED
NOTES
STREET IMPROVEMENTS CONSTRUCTED WITHIN
CITY RIGHT OF WAY WILL BE PERFORMED
UNDER SEPARATE STREET PERMIT
.`.`.`. .`.` W W".'. W :`.`. I :`.` .`.`:`.`. ..+.`. /{/ F5: �� 25' DRIVEWAY
LEGEND
PRESCHOOL 2 TOG 352.35. . . . .LL.".`d >Sy1�1� ,o .;` PER coe ST -4 _
S� 1: y/' 04 'FS LIMITS OF CONSTRUCTION
INV. 344.90. a -i 6� / PROJECT BOUNDARY
`LL. . FF 352.80 6"CURB `8 N FS vs• /
Tva. 01.a ,f
.. ..
..
�1
STANDARD
C
ON
C
RETE
4" CONCRETE WALK/
%%-
SIDEWALK 12" NG ®90%
SAWCUT
�AS NEEDED
347.63TY CONCRETE
HEAVY D/&tU0.5CONCw6"X6 WWM/0. 1Fv
B
3 /0.5' COMPACTED SUBGRADE 5245O2ITNv 344 62
LIGHT DUTY PAVEMENT
I
0.25'HMA /0.35'CL-2 AB
W
.5' NATIV A %
se 0 E T 95 o MRD
h /
i, u
0,30' HMA / 0. 5' CL -2 AB
rr
352 5� i.
FS � � � .% ��� / �� PAVEMENT
0.85 NATIVE AT 95% MRD
FF asp A�INT PER /
.. . . . . r
. . . . . . . . . . . . . . . n.. - - 00- r l.'L t� W
/ /y - 51" 036 rI /
_ _ a / - LANDSCAPE
'TOG 352.30'
. .INV. 347.96. . . . . _ . _ _ �� _ _ �� E351yFS / Ill.` .`l_r,,h� .�: -�- f AREAS
4 3.30= - -.
.• . �- / �� / �® CONSTRUCT CHRISTY U21 BOX W/
7g i 'i'M l ;-) r NW/V07A71C
''SSry ` . ' . 0� % r %
I _ 2' 2' U21 NT NON TRA
' ' '-- ADA COMPLIANT GRA
CO T Tf
` CONSTRUCT V01 DRAT
_ r +/ 4 1 / � 9 r
R'"
PARKING C7.4
P -OUT
CAL 0 END
ROWS
ry /I O' dp 25' DRIVEWAY
PER COB ST -4 ! /
v O'
TOP F�MONUMENT i�� rlr li
cf 3p.
/
LnyD' / TION
E B CURB S.9P
CL4W/PARKING: / '� r Y 4
�i �� - .STEP Safi'
6'. CURB A -- -- -_ �-wq C 0 END- - . `/� J ..,�yp�
&GUTTER 4 rJ - - - 351 OF ROWS'._ // !
-351 -`<:' I g �.,e. - C h �r i / SAWCUT AS NEEDED
_ - - _ I ��
6 'I y . .' "/ MATCH EXISTING TYP. r
0.25% - ;yyOS Q 0.25% �H�r-.. / ' -�,���
-, - �-_-_ '` _ _- _ ,. ._. _ ___ - -- - - - -
Cl.4 _35 FV. . .0.24% ..: .. . .35. F1- .. .`.. `. `. .. `.` "0.78%.-`35t�-'--� -- -35� FL: - 0.20%. `�:�.�+�5 t4 ML=33.84'
_ /
. . - r� . �z z�� . > - =-�� z- �-. �J D=3 39 28" T 16 92'
_..._..�.-351.5.�. . ..... . . . . . . . . ..�Sti . . . . . . . . . _ W _. _ .` X351,
r . . . . . . . _ _ . . . . - _- _ _ _ ° r
357/
-rrih-�- � 357.5 �. - . � �
352 ,L .5 � 05. 351 5 6" MOW CURB ALONG `, �..
�] -
-71756'74' W cY _ _ _ ^ ,P 206.2_6' _ PROPERTY LINE STREET/
0
_ NONPRETAININ WALL -357 - _. �c�. _. G _ o .� v hollb�� END 6' CMU a 'h 4� - - __ a LIGHT
351.5 o C� �� Q 351 0 C #
ALONG PROPERTY LINE �5 @, V <� NON RETAINING WALL .,�0 FIT
RIGHT OF
WAY LINE
5.7-12166
CITY RECORDS NO.
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20
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NON RETAINING WALL
ALONG PROPERTY UNE
0
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PROPOSED S' CMU _
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ALONG PROPERTY LINE
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92.83'
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TYP
4" GREEN
STRIPE (TYPICAL)
END 6' CMU
NON RETAINING WALL
4,
0 X—.
0
12.9'
C
C
Tei
206.26'
END 6' CMU _
NON RETAINING WALL
6' MOW CURB ALONG
PROPERTY LINE
RIGHT OF
97.1' / WAYLINE
r
r
44.1' 19.9' r 7
0 0
RACK
7`-
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TRANSFORMER /
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INSTALL ENTRA
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o
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C3
ACCESSIBLE o
LENGTH
RADIUS
/
DELTA
C7
VAN A
75.00'
7.12'
PARKING S C1.S
e
C2
CUT
BLUE HANDICAP
3.05'
9958'58"
PAVEMENT MARKING
4.71'
3.00'
AS NEEDED
AS NEE
90'00'00"
C4
WHITE LETTERS
3.00'
3.51'
Z
�h
20.54'
Q
10.89'
4704'05"
r
5.58'
3.00'
®
106'30'26"
'CLEAN AIR/VANPOOLAV
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4 i
UTILITY
21'
ib
10' GREEN LETTERS
/
,-70'
�
9
3
BLUE HANDICAP
0
PAVEMENT MARKING &
-�
ACCESSIBLE ROUTE n"x
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10' WIDE PUBLIC UTILITY
a,
3g. /
SIDEWALK EASEMENT PER
i"
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DOC. NO. 0215142036
SCREEN WALL ..-,
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25' DRIVEWAY
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/
/
CURVE
TABLE
ACCESSIBLE o
LENGTH
RADIUS
�'-'— PARKING SGN C1.5
DELTA
C7
VAN A
75.00'
7.12'
PARKING S C1.S
e
C2
4.76'
BLUE HANDICAP
3.05'
9958'58"
PAVEMENT MARKING
4.71'
3.00'
& STALL LINES TYR.
"NO PARKING" 12" MIN.
90'00'00"
C4
WHITE LETTERS
3.00'
3.51'
Z
�h
20.54'
25.00'
10.89'
4704'05"
�pQ
��
5.58'
3.00'
®
106'30'26"
C7
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8.00'
UTILITY
21'
STUB
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9
3
BLUE HANDICAP
PAVEMENT MARKING &
-�
ACCESSIBLE ROUTE n"x
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SCREEN WALL ..-,
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10' WIDE PUBLIC UTILITY
SIDEWALK EASEMENT PER r7p,
DOC. NO. 0215142036 /
CC7
2 "
(TYP
70
i
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C7
14.20'
75.00'
7.12'
10'51'00"
C2
4.76'
3.00'
3.05'
9958'58"
C3
4.71'
3.00'
3.00'
90'00'00"
C4
5.18'
3.00'
3.51'
98'57'39"
C5
20.54'
25.00'
10.89'
4704'05"
C6
5.58'
3.00'
4.02'
106'30'26"
C7
12.57'
8.00'
8.00'
90'00'00"
L
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INSTALLACCESSIBLE
SITE
I PATH SIGN C1.5 ySD`MH /
f 6 /
r INSTALL ENTRANCE 7
WARNING SIGN C7.5 / !
SAWCUT AS NEEDED
MATCH EXISTING TYP. /
a r
—zs' DRIVEWAY
PER COU ST-
! ! SAWCUT AS NEEDED
r MATCH EXISTING TP.
16.26' iR=530.00' L=33.84'
D=3'39%28" T=16.92'
P6
STREET, /
LIGHT r -'y
$513E9
RIGHT OF FH
WAY UNE
i
i
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5.7-12166
CITY RECORDS NO.
0 5 10 J20
1
1 inch = 10 tL
1
C13
365
3451 -.-... _. _--
340
1+00
3651
IIIR III
61MUWALL
0.83' 360 !!—
R WALL TOR o U)) I,I
LH
355! V)) w ----I
!-io -- --- -_--------.----- - ---- ----- - -
N 4
tL
1. % FF 352.80 !
4,-2"
350
_L._ G),p 4j SIDEWALK EXISTING
SZi90 '� GRADE
y�F�s
345
340
1+00
SECTION D -D
m 6' CMU WALL -
CV
+ n CONSTRUCT CHRISTY U21 BOX W/ -
U21 -NT NON TRAFFIC GRATE
w TOG ELEV=350 69
V) w
EXISTING
15% GRADE
FINISHED
GRADE
SECTION C -C
2+00
2+00
A
365
360
345
340
-..-!365
360
CL WALL TO R!,.
_.1 355
350
345
'340
q WALLTO I+ CONSTRUCT CHRISTY U21 BOX W/ CONSTRUCT CHRISTY U21 LAYIl(
U21 -NT NON TRAFFIC GRATE U21 -NT NON TRAFFIC GRA
!, TOG ELEV=350.69 TOG ELEV=350.67 3 EXISTNG LEXISTING
4:1 MAX
GRADE GRADE —
I o
350! ------
FINISHED
- - -- - --- --- -- FINISHED FINISHED I
GRADE GRADE
340
1+00
2+00
SECTION A -A
r
z-_1355
G
XISTINI
GRADE
350
345
340 _
SEE PLANS FOR WIDTH
COLD - SLOPE AS INDICATED ON PLANS
JOINT
4" THICK CONCRETE
6" CURB OVER 12" NAT. GRD.
B-1 COMPACTED TO 90%
CONCRETE SHALL BE CLASS "B" AND
SHALL BE WTHIN 2.5" AND 5.5" SLUMP
C SIDEWALK
Mq NO SCALE
1/2"
CONCRETE FOR CURBING SHALL BE
CLASS "B" AND SHALL BE WITHIN 2.5"
AND 5.5" SLUMP
6" CONCRETE CURB
qq NO SCALE
CONCRETE FOR CURBING SHALL BE
CLASS "B" AND SHALL BE WITHIN 2.5"
AND 5.5" SLUMP
rk� 6" CURB AND GUTTER
CL4 NO SCALE
CONCRETE FOR CURBING SHALL BE
CLASS "B" AND SHALL BE WITHIN 2.5"
AND 5.5" SLUMP
�E W CURB W/ PARKING
ct4 STEP - OUT NO SCALE
CHRISTY U21 CATCH BASIN 2'x2' W/4" WALLS & CHRISTY H2O
UGHT DUTY WELDED STEEL GRATE, OR APPROVED EQUAL.
GRATE AND FRAME SHALL BE GALVANIZED AFTER FABRICATION.
CONSTRUCT 6" CONCRETE CURB
ALONG 3 SIDES WHERE C.B. IS
CLASS B WITHIN CONCRETE GUTTER & 2 SIDES
CONCRETE �1-2" WHERE C.B. IS WITHIN CONCRETE
10� ISLAND & GUTTER ON BOTH SIDES.
12" V MIN
s^
TIP
CONSTRUCT CONCRETE APRON ALL
AROUND WHERE C.B. IS WITHIN A.C.
PAVING, OR CONCRETE GUTTER.
6^ NON -COHESIVE BACKFILL,
COMPACTED TO 9OX
CONTINUOUS RUBBER WATERSTOP (TYP.)
CHRISTY U21 CATCH BASIN
C,yq NO SCALE
1+00
SECTION B -B
2+00
5.7-12166
CITY RECORDS NO.
365
360
355
350
345
340
R CONSTRUCT CHRISTY U21
BOX W/
_ N M
U21 -NT NON GR--------
TE
TOG ELEV 350R9FFIC
360:
--__- --__- - ___._— _—
- _.---- -------------- --. __._
j III 6" MOW CURB
I, 6" Mf
sI
sZr
M
I
FINISHED
EXISTING -T
FIN GRADE
GRADE GRADE
GRSHED
ADE
355_EXISTING
- _.-
-- -I-
_ - _ - _- - -----_--
0.60%
0.30%
6' SIDEWALK
350--.�+c4�`ro
3451 -.-... _. _--
340
1+00
3651
IIIR III
61MUWALL
0.83' 360 !!—
R WALL TOR o U)) I,I
LH
355! V)) w ----I
!-io -- --- -_--------.----- - ---- ----- - -
N 4
tL
1. % FF 352.80 !
4,-2"
350
_L._ G),p 4j SIDEWALK EXISTING
SZi90 '� GRADE
y�F�s
345
340
1+00
SECTION D -D
m 6' CMU WALL -
CV
+ n CONSTRUCT CHRISTY U21 BOX W/ -
U21 -NT NON TRAFFIC GRATE
w TOG ELEV=350 69
V) w
EXISTING
15% GRADE
FINISHED
GRADE
SECTION C -C
2+00
2+00
A
365
360
345
340
-..-!365
360
CL WALL TO R!,.
_.1 355
350
345
'340
q WALLTO I+ CONSTRUCT CHRISTY U21 BOX W/ CONSTRUCT CHRISTY U21 LAYIl(
U21 -NT NON TRAFFIC GRATE U21 -NT NON TRAFFIC GRA
!, TOG ELEV=350.69 TOG ELEV=350.67 3 EXISTNG LEXISTING
4:1 MAX
GRADE GRADE —
I o
350! ------
FINISHED
- - -- - --- --- -- FINISHED FINISHED I
GRADE GRADE
340
1+00
2+00
SECTION A -A
r
z-_1355
G
XISTINI
GRADE
350
345
340 _
SEE PLANS FOR WIDTH
COLD - SLOPE AS INDICATED ON PLANS
JOINT
4" THICK CONCRETE
6" CURB OVER 12" NAT. GRD.
B-1 COMPACTED TO 90%
CONCRETE SHALL BE CLASS "B" AND
SHALL BE WTHIN 2.5" AND 5.5" SLUMP
C SIDEWALK
Mq NO SCALE
1/2"
CONCRETE FOR CURBING SHALL BE
CLASS "B" AND SHALL BE WITHIN 2.5"
AND 5.5" SLUMP
6" CONCRETE CURB
qq NO SCALE
CONCRETE FOR CURBING SHALL BE
CLASS "B" AND SHALL BE WITHIN 2.5"
AND 5.5" SLUMP
rk� 6" CURB AND GUTTER
CL4 NO SCALE
CONCRETE FOR CURBING SHALL BE
CLASS "B" AND SHALL BE WITHIN 2.5"
AND 5.5" SLUMP
�E W CURB W/ PARKING
ct4 STEP - OUT NO SCALE
CHRISTY U21 CATCH BASIN 2'x2' W/4" WALLS & CHRISTY H2O
UGHT DUTY WELDED STEEL GRATE, OR APPROVED EQUAL.
GRATE AND FRAME SHALL BE GALVANIZED AFTER FABRICATION.
CONSTRUCT 6" CONCRETE CURB
ALONG 3 SIDES WHERE C.B. IS
CLASS B WITHIN CONCRETE GUTTER & 2 SIDES
CONCRETE �1-2" WHERE C.B. IS WITHIN CONCRETE
10� ISLAND & GUTTER ON BOTH SIDES.
12" V MIN
s^
TIP
CONSTRUCT CONCRETE APRON ALL
AROUND WHERE C.B. IS WITHIN A.C.
PAVING, OR CONCRETE GUTTER.
6^ NON -COHESIVE BACKFILL,
COMPACTED TO 9OX
CONTINUOUS RUBBER WATERSTOP (TYP.)
CHRISTY U21 CATCH BASIN
C,yq NO SCALE
1+00
SECTION B -B
2+00
5.7-12166
CITY RECORDS NO.
365
360
355
350
345
340
Q
Q
w!
D
F
H a R
0 10 20 40 0 ? 2 u
SHEET NO.
HORIZ. 1"= 20', VERT. 1"= 5'
C1.4
o0
y mo
_ N M
O
O �
a rn c) ^-
sI
sZr
M
p w M
I
�mv°
Q
Q
w!
D
F
H a R
0 10 20 40 0 ? 2 u
SHEET NO.
HORIZ. 1"= 20', VERT. 1"= 5'
C1.4
o�
�o
\ N M
orn
rn
svn
i O aDN
O y, '-
� DO
SIGN PER "WP225" OF 'BEST MANUFACTURING
SIGN SYSTEMS'
�G NE bi
STANDARD STATE MPRONED ACCESSIBLE STANDARD STATE MPRMED ACCESSIBLE
A EACOLUMN E
THE
PROP GMREQUREO. / AT THE PR PER HEIGHT REQUIRED. w 'Fl
FlELD: BLUE yQP� ) j
MUST COMPLY WITH CBC 118-502.8 ■/ MUST COMPLY WITH CBC 118-502.8 y y ¢
3' WIDE WHITE a�
VAN PARKING ��d s,D3 SPS
ADD NEW
AND / SIGN OR ADOR SOSTNIG INT. SYMBOL
BOLOFLANGUAGE Y/ TO NEW
EW AND / SIGN OR COSTING INT. SYMBOL
BOLOFLANGUAGE
ACCESSIBLE TO ACCESS, *VAN/ACCESSIBLE' SIGN SCOW BE ONL a ACCESS. 'PARKING ONLY SIGN SHALL BE OF ��� nM�L ARROW BLUE
RELECIORIZED AND A MINI" OF 12'x8', RA
IECTORUED AND A MINIMUM P 12NB',
MID COMPLY WRH CDC 11B-502.6.1 AND COMPLY WITH CBC 11B-502.6.1
Minimum Fine $250 Minimum Fine $250
7ADD ADDITIONAL SIGN OR ADDRONLL LANGUAGE ADD ADDITIONAL SIGN OR ADOMONAL LANGUAGE
TO NEW AND /OR EXSITNG INT. SYMBOL OF TO NEW AND /OR EXISITNG INT. SttABOL OF
ACCESS. "MINIMUM FlNE {250". LETTERING ON ACCESS. "MINIMUM FINE $250'. LETTERING ON (� U
SIGN MUST BE A MIN. OF 1" IN HEIGHT AND SIGN MUST BE A MIN. OF 1" IN HEIGHT AND
COMPLY WITH DEC 118-50262 COMPLY WITH CBC 118-502.&2 O Qn
.�TNS TO GALVANIZED META BOLT SIGNS TO GALVANIZED METAL ^ J
PIPE COLUMN. PE C
PIOLUMN. 2-3 4" CAWT
V. SID. W. STEEL ROUND PIE f /N O
s i WOf(Uj
12' DIAMETER FOOTING, 3 FEET DEEP v,
0 0 I VJ
1 e 1 In y
i e" OWAETER CONCRETE n I 6' DMMETER CONCRETE rrww
w FILLED STEEL TUBE a FlLLED STEEL TUBE n
PANTED YELLOW. PAINTED YELLOW.
CONCRETE SURROUND —CONCRETE SURROUND O O W
AROUND PIPE COLUMN. n=ll
PIE COLUMN.
CONCRETE SURROUND(—AROUND PIPE.WIIIIIIIIr 1111111111aCLj
III- =III n a Q
' it lll_I�III�1'- ' �Ilil�llllll'- m
MIN. MIN.
M N.
J � �
4 VAN ACCESSIBLE PARKING SIGN 5 ACCESSIBLE PARKING SIGN 6 ACCESSIBLE PATH SIGN
C1.5 NO SCALE NO SCALE C1.5 NO SCALE
UNAUTHORIZED VEHICLES 17"x22" (MIN.) ENTRY WARNING
PARKED IN DESIGNATED SIGN W/ ALUM. EXTRUDED POSTS.
ACCESSIBLE SPADES SIGN TO READ AS PER EXAMPLE.
NOT DISPLAYING APPROPRIATE INFORMATION MUST
DISTINGUISHING PLACARDS BE INCLUDED ON SIGN.
OR LICENSE PLATES LETTERING ON SIGN MUST BE A
ISSUED FOR PERSONS MIN. OF 1" IN HEIGHT.
WITH DSMUBES
MAY BE TOWED AWAY AT
O'WNER'S EXPENSE.
TOWED VEHICLES MAY BE APPROPRIATE INFORMATION
RECLAMED AT MUST BE INCLUDED ON SIGN
(ADDRESS) (MIN. OF 1" IN HEIGHT)
OR BY TELEPHONING
(TELEPHONE NUMBER)
NOS. Minimum Fine $250 ADD ADDITIONAL SIGN OR ADDITIONAL LANGUAGE vJ
1.
1/4 TH[ RAMP SHALL HAVE A 12 -INCH WIDE BORDER WV e" s TO NEW AND /OR EXISITNG IM. SYMBOL OF ,I
-INCH GROOVES APPROXIMATELY 3/4 INCH O.C. ^
S GROVING DETAIL EXPANSION JOINT ACCESS. `MINIMUM FINE $250'. LETTERING ON Q\"
2. EXPANSION JUNTS SHALL BE ETI TAI 1/4' TO 1/2' SIGN MUST BEA MIN. OF 1" IN HEIGHT.
PREMOIDED EXPANSION JOINT FILLER P(EgR SEC. 51-1.12
0.45'MM AN004T'MRz - 23" Min AND 2.4' M. OF THE STANOMD ME]FICAOONS OR El 2' DEEP i v
0.18' Mtn AND - STOP CENTER TO CENTER SCORED JOINT (WEaCENED PLANE. EXIT ION MACHINE ONLY) o
0.22' Nax 1 icyyo SPACING 3. CONCRETE SHALL BE CLASS B (5 SACK/C.Y.). r�E NOTE I i Q
r OA0'MIn AND 0.92'Mm "00 NO COLORING SHALL ADDED. -_ - \ I C 2-h}3/Y4' GAV STO. W.
� DIAMETER o00 4. CONCRETE 0.5' THICK (MONOLITHIC WITH CURB RETURN) - - 1Y DIAMETER ROUND PEGGIING
RASED TRUNCATED
S. CURB RAMPS SHAL WIVE A DETECTABLE WARNI�pp3�G S"WU)RiFACE SCARE 3 FEET DEW
DOME PATTERN QN-UNE) DEPTH HOF THE TMRAMP WARRNIWIDNGADS�ACE r11 f3 0")O STREET UNE
DETECTABLE WARNING SURFACE SHALL BE BETWEEN 6" PND B' FROM FLOIYUNE 1q T
gI 3
NO1E5: 6 SHALL BE iLUSSH AMID FFRREE OWALKS,
P RUPT CCHHANddR STREETS �I -
VA
1. TRUNCATED DOMES TO COMPLY WITH ADA STANDARDS 1 gROUND PIPE.
SURROUND
=1 I I- I-111 W
APPROX. 3/a" III —
III—
1
�znrwrv�r --1T(—i i o
1/4.
GROOVING DETAIL
Q
12"
M N.
1 RAISED TRUNCATED DOMES 2 CURB RAMP 3 SITE ENTRY WARNING SIGN e
C1.5 NO SCALE C1.5 NO SCALE C1.5 NO SCALE a
SHEET NO.
5.7-12166 C15
CITY RECORDS NO. OF6
Mel
=11
yG
NEW PAVEMENT
NEW PAVEMENT
_ 0—
RIGHT
—
RIGHT OF
WAY LINEA '� „�, rn
266.73' o
FR— FR:— FR— FR— FR FR ,Flt FR— FR FR FR J, E
,
pz
C)
v� cn
sV
�\ BIKE
RACK "
,
a
O ani
W 0 0
v
LEGEND
/ � r ! P NE b
� j — FR— LIMITS OF FIBER ROLL
CATCH BASIN/INLET y ;
PROTECTION
EQUIPMENT MAINTENANCE a
AREAS
�s
STABILIZED CONSTRUCTION 03
ENTRANCE/EXIT
w �D PAINT WASH OUT
MATERIAL STORAGE W V
O
CONCRETE WASH OUT .4
o
37
/l O SANITARY WASTE FACILITY
�, '"��� rc
m woe e5 �5r SILT FENCE O Q
FIBER ROLL p� co
�� 1 e GaTU �f f TRASH BIN DUMPSTER c p
/ - - PROPOSED DRAINAGE FLOW ujZ W Lu
/ EX EXISTING tq
/ FL FLOW LINE �` Z
FG FINISHED GRADE Z
FP FINISHED PAVEMENT Lu q tq
LP LOW POINT j (�
eG�o % / / �� ELEV ELEVATION Q
/ R/W RIGHT OF WAY
TC TOP OF CURB
3 .cU
,kl
/i
k �
P ��GQ ��
� �� %� � �, �`.8— EXISTING CONTOUR
s�r<� � � 111 / -
co
Z h
M i
UTILITYSD
ST STUB
/ o
M
SDMH O /
5 /+h
i
� r <
l� C
� v
� 3Q
�l
O G "y
- -- —
--- — 0". Q �'��o� � �� � R=530.00' L=33.84'
D=3'39'28" T=16.92'
r /
— -- __ — ... �� 206,26'_ �— �sTPtrr
FR FR FR FR
- — - — — —
ssz ._.. ._ ,�a _. S15'56 24 W - o - - s51s - z -_. - _
� - ti� ENO 6 CMU_ O _ LIGHT
'h�pQ — 351.5 418, _ -.- -�D 351 �'yOe6-N _ J_J_ N #513E9� /`-Yr 1 k0°
PROPOSED 6' CMU - - — — -
NON RETAINING WALL 351 - _ - _ — _ — �' -�
AY LIOF F
NON RETAINING WALL O' "5 G / 6
ALONG PROPERTY LINE X56 5 ` FH
W
50� of GE s I l l I
t rj r� 0 5 10 20 6 W cri �i
SHEET NO.
5.7-12166 1 inch =10 ft C1.6
CITY RECORDS N0. I OF 6
k
'Lo
G�
yG
NEW PAVEMENT
NEW PAVEMENT
_ 0—
RIGHT
—
RIGHT OF
WAY LINEA '� „�, rn
266.73' o
FR— FR:— FR— FR— FR FR ,Flt FR— FR FR FR J, E
,
pz
C)
v� cn
sV
�\ BIKE
RACK "
,
a
O ani
W 0 0
v
LEGEND
/ � r ! P NE b
� j — FR— LIMITS OF FIBER ROLL
CATCH BASIN/INLET y ;
PROTECTION
EQUIPMENT MAINTENANCE a
AREAS
�s
STABILIZED CONSTRUCTION 03
ENTRANCE/EXIT
w �D PAINT WASH OUT
MATERIAL STORAGE W V
O
CONCRETE WASH OUT .4
o
37
/l O SANITARY WASTE FACILITY
�, '"��� rc
m woe e5 �5r SILT FENCE O Q
FIBER ROLL p� co
�� 1 e GaTU �f f TRASH BIN DUMPSTER c p
/ - - PROPOSED DRAINAGE FLOW ujZ W Lu
/ EX EXISTING tq
/ FL FLOW LINE �` Z
FG FINISHED GRADE Z
FP FINISHED PAVEMENT Lu q tq
LP LOW POINT j (�
eG�o % / / �� ELEV ELEVATION Q
/ R/W RIGHT OF WAY
TC TOP OF CURB
3 .cU
,kl
/i
k �
P ��GQ ��
� �� %� � �, �`.8— EXISTING CONTOUR
s�r<� � � 111 / -
co
Z h
M i
UTILITYSD
ST STUB
/ o
M
SDMH O /
5 /+h
i
� r <
l� C
� v
� 3Q
�l
O G "y
- -- —
--- — 0". Q �'��o� � �� � R=530.00' L=33.84'
D=3'39'28" T=16.92'
r /
— -- __ — ... �� 206,26'_ �— �sTPtrr
FR FR FR FR
- — - — — —
ssz ._.. ._ ,�a _. S15'56 24 W - o - - s51s - z -_. - _
� - ti� ENO 6 CMU_ O _ LIGHT
'h�pQ — 351.5 418, _ -.- -�D 351 �'yOe6-N _ J_J_ N #513E9� /`-Yr 1 k0°
PROPOSED 6' CMU - - — — -
NON RETAINING WALL 351 - _ - _ — _ — �' -�
AY LIOF F
NON RETAINING WALL O' "5 G / 6
ALONG PROPERTY LINE X56 5 ` FH
W
50� of GE s I l l I
t rj r� 0 5 10 20 6 W cri �i
SHEET NO.
5.7-12166 1 inch =10 ft C1.6
CITY RECORDS N0. I OF 6