HomeMy WebLinkAbout1.4-6853 Ph 2 Record DrawingREVIEWED BY:
/I/ z I/
TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
REVIEWED BY:
vo" it.
°ASSISTANT PUBLIC WORKS DIRECTOR, CIN OF BAKERSFIELD DATE
APPROVED BY:
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE
RAUL M. ROJAS R.C.E. 39880
BENCHMARK USED:
TOP OF CITY OF BAKERSFIELD CONCRETE MONUMENT
AT THE NORTHEAST BOUNDARY ALONG BRIMHALL
ROAD PER TRACT 5869 UNIT 3, MAP BK. 45, PG.
108
ELEVATION = 373.47 (U.S.G.S. DATUM)
VICINITY MAP
NO SCALE
TRACT •
PHASES, 2, 3 & 5
AK RSF1 LD CALIFORNIA
MATERIALS LIST
ESTIMATED QUANTITIES, NOT
TO BE USED FOR BIDDING PURPOSES
PHASE 2 122 L.F.
PHASE 3 273 L.F.
PHASE 5 794 L.F.
LEGEND
N = THIS SHEET
AP = ANGLE POINT
BC = BEGIN CURVE
CL = CENTERLINE
CONC = CONCRETE
CONST = CONSTRUCTION
EC = END CURVE
FTG = FOOTING
GB = GRADE BREAK
LS = LANDSCAPE
R/W = RIGHT OF WAY
TOF = TOP OF FOOTING
CTR = CENTER
TOW = TOP OF WALL
RETG = RETAINING
MAX = MAXIMUM
MIN = MINIMUM
CLR = CLEAR
WL = WALL STATION
HDPE = HIGH DENSITY POLYEHTYLENE
SHEET No. INDEX
01 TITLE SHEET
Q NOTES & DETAILS
O EL TORO VIEJO ROAD
NORTH BAKERSFIELD
RECREATION & PARK DISTRICT
PER GRANT DEED IN BOOK
5046, PAGE 233, O.R.
TELSTAR AVENUE
1
11
4
5
0
I
GREENACRES
5,
Un
o�
12
AVENUE (!
34
uj 1-
N
U.
w
w
W
U
w
w
20
1.<
Lu
J
MAX
C)
� O
6
GREENACRES DR.
6�
Lu
GREENAC ES
OLEO mPROJECT
-�
w
1
4
7
U
10
7�
J
10
HOLLAND ST.
d
23
w
0
SITE
»� o
iia E
U
QD
ENGER ST.
r 4
24
219
47
GLENN ST
44 43 42 41
3
LAN
L
9vn*
18
z
9
( 23
VICINITY MAP
NO SCALE
TRACT •
PHASES, 2, 3 & 5
AK RSF1 LD CALIFORNIA
MATERIALS LIST
ESTIMATED QUANTITIES, NOT
TO BE USED FOR BIDDING PURPOSES
PHASE 2 122 L.F.
PHASE 3 273 L.F.
PHASE 5 794 L.F.
LEGEND
N = THIS SHEET
AP = ANGLE POINT
BC = BEGIN CURVE
CL = CENTERLINE
CONC = CONCRETE
CONST = CONSTRUCTION
EC = END CURVE
FTG = FOOTING
GB = GRADE BREAK
LS = LANDSCAPE
R/W = RIGHT OF WAY
TOF = TOP OF FOOTING
CTR = CENTER
TOW = TOP OF WALL
RETG = RETAINING
MAX = MAXIMUM
MIN = MINIMUM
CLR = CLEAR
WL = WALL STATION
HDPE = HIGH DENSITY POLYEHTYLENE
SHEET No. INDEX
01 TITLE SHEET
Q NOTES & DETAILS
O EL TORO VIEJO ROAD
NORTH BAKERSFIELD
RECREATION & PARK DISTRICT
PER GRANT DEED IN BOOK
5046, PAGE 233, O.R.
TELSTAR AVENUE
1
11
4
5
0
1g
5,
Un
o�
12
AVENUE (!
34
uj 1-
N
U.
w
w
W
U
w
w
20
w
LL.
W
O
d
2
3
6
zo 11
6�
U
O11
1
4
7
U
10
7�
0
10
�§
!29
23
w
»� o
iia E
QD
7 10 ¢ Q
r 4
24
49 48
47
2 zp0
44 43 42 41
3
8
37
9vn*
18
z
9
( 23
-
� 5 27 0
12 (
Q
I
I Un
z
50
r
= 1=
AVENUE
rt
1. 4612
BK. 20, PG. 67
RECORD DRAWING
po tsf- 'Z. 6—,g =4
DATE
DIAL TlU FREE I -M -227-26M
AT LEAST TVD DAYS 1IffX YW DIG
U
0aUOw0ln
1008,W wZWF
vWimw`nFWat=o
FFZ-LLZ4 Z
a¢zU�z�w�p
cnC62
UO �
wxowwmU
U' 1 1 HT_ W=
Z w W oz Z5 �-
a�ogw�=22z
w
AZO..
f, !Q 1:: 3:-
a�o���0zmW
vi _. 0 2 wi' Q Z U
Z Z o O_ % Z 2 m O
c���Ocn�zp'opa
ww>_>OVz=uj ��
O WQ WUJR�,,��'-wo
Z W O O o m
W Il-Z'Q'
D O Q W w Z U Q
O Z0�w-,
w Q W p a
z 2 W W W o >w o Z Q
oaoa=Wo�ww
zo
V=UW F_Zw<o,
ti~?m 3iPZFntnul
U
Z W WZo W -
co W�= F U U z
ZaQ o
oww
baa=>o Jov�LL,�
3 >QwZ-
OwOO W L. X, a
w¢OLLZ w °Qai
Q Lu CD
LZ U a > H
W W UO W Z !n �-m
W
Ld
o IrmZz
�LL_
ZV) p-�Oz
W Q F- v Z Q Q W
mo
<x .. �QZjWW�WW
(— ar �- U =
mLdF_WZZ?�F-
Wo Zm�
Ld. ` WWinZ00�
Q� W W w R Z J Lup
12 tr Z Z W O O U 2
LLJ (LY4zo NC)
z030z �
Q p pJ 0 O V m
Z�-W<xwwwo
V / FWNW�OWX~
mioO Ufn
U w Lu J Q = Z
lJ J 0�mZOOZna
N U W H
Fy U�OQ�?WQ_jD
Ld Z
wa
Ld aQ5<<0=Zvi
U Q
Z ZO =W Q
Q1=3�tOntnZwO
�W U>ZU_I-
JZv'OOtnUO
Z W-U)M°-oaWWv)
LAJ=>_ Tw wow
F-2UGH'000W
U
Z
VJ
W
U
�0
v )
U)
6
orNf
W
N�
o
Q_
0 o
M
z O L0
� m
W L r
N
N
ai U M�-
N —
4)
V Y
?ca
m N
- G4
W N O
W N
Z M
0 N m
Z O O
W
r
Lp.. .
06
I C)
�'
P.M. 1754 BK, 9, PG. 12 (� '
N �
Lu W LL i
CITY LIMITS I� f <CD
=1= I COU1y7Y Or KERN � W
a- la_ � I t� W
- -- -/ / / / / / / / / / / / / 0 < - -- Cn ll!
1 4- (0 7 b 17- 3 k 1� 1 b I-1 `�3 1°1 �-
L� Z 3 5 s q l l� 1 1
0 <
57 56 55 54 53 � 20 1-9 +8 4& a-5- 44 43, � 1$ 4-1-1-2- 43, a-4 1� +6- 17 � U
0 -- RIBSTON- - i AVENUE I
BLOCK J
W
� 33534333\ 30�
47148149 50 51 52 23 -24 2-1162-7 � >-
0
0 w 37 3�
C J 46 45 44 43 42 41 40 39 38 37 36 -30 t2-9 Y
- - z
13
14
15
5
11
u
4
q
0
�__
3► �
�F�
42
AVENUE (!
34
uj 1-
N
U.
w
w
W
U
w
w
20
w
LL.
W
O
d
a
p
W
a
Lp.. .
06
I C)
�'
P.M. 1754 BK, 9, PG. 12 (� '
N �
Lu W LL i
CITY LIMITS I� f <CD
=1= I COU1y7Y Or KERN � W
a- la_ � I t� W
- -- -/ / / / / / / / / / / / / 0 < - -- Cn ll!
1 4- (0 7 b 17- 3 k 1� 1 b I-1 `�3 1°1 �-
L� Z 3 5 s q l l� 1 1
0 <
57 56 55 54 53 � 20 1-9 +8 4& a-5- 44 43, � 1$ 4-1-1-2- 43, a-4 1� +6- 17 � U
0 -- RIBSTON- - i AVENUE I
BLOCK J
W
� 33534333\ 30�
47148149 50 51 52 23 -24 2-1162-7 � >-
0
0 w 37 3�
C J 46 45 44 43 42 41 40 39 38 37 36 -30 t2-9 Y
- - z
13
14
15
5
11
u
4
q
8
�__
3► �
�F�
42
AVENUE (!
34
35
25 2' 23 22 21114
-P*ASr-7 V`
93 4A- 45 41 in
L
-6 45- -+ -a- -2- BLOCK c
WALL
Q
51
20
19
WOLF
RIVER
®
E
0
32
AVENUE (!
34
35
f
22
21
20
59 5�-
51.
'� 8
9PHASE(
(PHASE 2
15
14
13
12
24
25 26 27 28 29
30
31 32
33 34 35
15
33
1
�§
!29
23
w
»� o
iia E
7 10 ¢ Q
r 4
24
49 48
47
46 45
44 43 42 41
40 39
3,8
37
�- 28
36 w 6 11
z
( 23
-
� 5 27 0
12 (
Q
( 22
z
50
BOLERO
AVENUE
_
Un
21
Q
51
20
19
52
0
0
®
24
25
26
27
28
29J3O31
0
32
33
34
35
23
22
21
20
19
18
17
16
15
14
13
12
BELMAC AVENUE 22 BLOCK 00
WALL 0
LOT "A" 21 SOUND 3
16 17 18 M SUMP 1 2 3 4 5 6 7 8 9 10 11 17 18 19 20 I WINGWALL M
0
U
QLu
ICITY O BAKERSFIELD Mwj w�
=I= BNSF RAILROAD uJ. U I _j
wlw ANGLEYRQAQ
< < - °°
-------
N
'F
4
13
z
0
0
z
3
25
(
Un
14
Un
2
0-
z
24
1—
(
� (j i
15
1
g
23
w
»� o
iia E
16
BELMAC AVENUE 22 BLOCK 00
WALL 0
LOT "A" 21 SOUND 3
16 17 18 M SUMP 1 2 3 4 5 6 7 8 9 10 11 17 18 19 20 I WINGWALL M
0
U
QLu
ICITY O BAKERSFIELD Mwj w�
=I= BNSF RAILROAD uJ. U I _j
wlw ANGLEYRQAQ
< < - °°
-------
N
'F
00
DATE 11/08/2013
PA JOB No. 20786
P.M. 7903—A f P.M. 5 161 BK. f f Z
BK, 3, PG. 169 i 23, PG. 33 , > SHEET
Lu CITY LIMITS i
-N- KEY MAP r-
SCALE: 1'=200'
OF 3 SHEETS
z
0
w
00
DATE 11/08/2013
PA JOB No. 20786
P.M. 7903—A f P.M. 5 161 BK. f f Z
BK, 3, PG. 169 i 23, PG. 33 , > SHEET
Lu CITY LIMITS i
-N- KEY MAP r-
SCALE: 1'=200'
OF 3 SHEETS
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO,
AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, INC, PROJECT
No. 022-06195 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART
HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 STREET
RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR
PRIOR TO ISSUANCE OF A PERMIT.
4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY,
THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE
CITY PARKS DEPARTMENT 48 HOURS NOTICE.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT
(U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE CHARGE.
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION
PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS 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.
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY PORTER & ASSOCIATES, INC.
15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
WALL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE.
2• BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
3• EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE
COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE.
4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR
WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE
DETERMINED BY THE CITY ENGINEER.
5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY
THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING.
6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A
SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS.
7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS
WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE
MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP.
8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0" MIN.
MEASURED FROM THE HIGHEST ADJACENT GROUND.
9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS
OTHERWISE NOTED.
10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED.
11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER.
12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL.
STRUCTURAL NOTES
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS
OF THE CALIFORNIA BUILDING CODE, LATEST EDITION.
FOUNDATION NOTES
1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED.
CONCRETE NOTES
1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
2. CEMENT: PORTLAND CEMENT, TYPE 11, ASTM C-150.
3. AGGREGATE: ASTM C-33.
4. WATER: CLEAN AND DRINKABLE.
5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. CONCRETE MIX DESIGN FOR FOOTINGS:
1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS.
2. 505 LB OF CEMENT (MIN) PER CUBIC YARD.
3. 3/4" AGGREGATE (MAX).
4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.50 (MAX).
MASONRY NOTES
1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90.
2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI ® 28 DAYS.
3. GROUT: 1. STRENGTH: 2000 PSI 0 28 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE
GROUTING OPERATION.
WATERPROOFING SPECIFICATIONS
1. WATERPROOF SURFACE WITH 1/4 --THICK ASPHALTIC WATERPROOF COATING OR APPROVED
EQUAL AS PER CITY STANDARD L-8.
LS
PL
STREET SIDE rR.AC r 6853 L O T SSD
2" BLOCK CAP--,, 2" BLOCK CA
UN IN zU-
w
o>
I m
-toQ
#4 CONT. 0
40"o. c.
WATERPROOF
SURFACE TO FG
FG*
Z OMIT HEAD
JOINTS 0 FG
ALTERNATE
FG* LEGS z
Q �
�
o
#4 @ 40"o. c. " x
d
#4 CONT. TYP. ._ d ° j o
(4 TOTAL) I A < o
3" - I
TYP. 1'-0" 1'-6" M >
2'-6»
*NOTE:
LOT SIDE FINISH GROUND SHALL MATCH
FINISH GROUND ON STREET SIDE OF WALL
EXCEPT AS SHOWN IN WALL PROFILE.
7'_d" Wel I u nnl P, Cl= r,-nr 1
L O T SIDE
2" BLOCK CAP
#4 @ 24"o.c.
#4 0 24"o.c.
#4 CONT. TYP.
(4 TOTAL) 3"
TY
LS
PL
STREET SIDE
#4 CONT.
40"o. c.
WATERPROOF
SURFACE TO FG
FG*
P.
1'-3" 1'-9"
3'-0"
ALTERNATE
LEGS
o
J7
A 24 1
23+71.02
Z O
PHASE
2
CONT. TYP.
a
H
"PHASE
0
J_
5
I m
�Q
000
�-
Q
M
W
N
M � LO
w
w
FG*
M
LL
ALTERNATE
w
3
LEGS
°
WOLF RIVER
0
GO+
" z
> U
I
N Q
#4 CONT. N
n
.4-:2
FG
l U
O <
�
r
I
60
zzQo
LOT SIDE FINISH GROUND SHALL MATCH
FINISH GROUND ON STREET SIDE OF WALL
EXCEPT AS SHOWN IN WALL PROFILE.
Wei I rAln Cr'rTICIAI
LS LS
PL PL
STREET SIDE LOT SIDE
2" BLOCK CAP -
Ile
L- 0
O U
0
U)m^
0
�� I
:D
O_x�
0-00
x
0 (0
Q
o_
w
>
m I
Q �
z
44 Q 48"o. c.
L,_ Y
OU
O #4 @ 24"o.c.
J
U) ^
m
w a) I OMIT HEAD-,\",,\
mo X , JOINTS 0 FG
U 00 FG*
LO --x
2
BENCH
° d ° .d
PAD
IZ#4 @ 32"ox.
° a
#4 CONT. TYP.
0
#4 CONT. ® w
40"o. c. w
>
O
m
Q
(4 TOTAL) 4
3" I -
TYP.
2'-9"
*NOTE:
LOT SIDE FINISH GROUND SHALL MATCH
FINISH GROUND ON STREET SIDE OF WALL.
'-4" WALL MIDDLE SECTION
(SOUND WINGWALL)
z
I
co
z
Q�
w:D
0! Of
Q�
�o
1
o0
A4 0 39"o -r -
L� Y
U
00 #4 ® 16"o.c.,
W m n
io �I OMIT HEAD
o X JOINTS @ FG
�
0-00 FG*
00 �P+ p
BENCH' CH~
.a
PAD Q 16"ox. .,
#4 CON T. TYP. °a.
X
STREET SLOE
#4 CONT.
TYP.
CN TR
#4 @ 40"o. c.
0
LL_
w
>
0
m
Q
I
0o
I—
J
a
CONT. TYP.
a
H
J
J_
Z
(2
000
3
M
W
N
M � LO
w
w
FG*
M
LL
ALTERNATE
w
3
LEGS
°
WOLF RIVER
AVENUE
GO+
" z
> U
I
N Q
#4 CONT. N
n
.4-:2
FG
x
C°
(4 TOTAL) 4
3" I -
TYP.
2'-9"
*NOTE:
LOT SIDE FINISH GROUND SHALL MATCH
FINISH GROUND ON STREET SIDE OF WALL.
'-4" WALL MIDDLE SECTION
(SOUND WINGWALL)
z
I
co
z
Q�
w:D
0! Of
Q�
�o
1
o0
A4 0 39"o -r -
L� Y
U
00 #4 ® 16"o.c.,
W m n
io �I OMIT HEAD
o X JOINTS @ FG
�
0-00 FG*
00 �P+ p
BENCH' CH~
.a
PAD Q 16"ox. .,
#4 CON T. TYP. °a.
X
STREET SLOE
#4 CONT.
TYP.
CN TR
#4 @ 40"o. c.
0
LL_
w
>
0
m
Q
I
0o
I—
J
Q
CONT. TYP.
O
H
000)
O F-
J_
O
(2
000
3
M
W
w
M � LO
w
w
n
M
LL
r
�-
w
3
;
a
WOLF RIVER
AVENUE
GO+
" z
> U
I
N Q
#4 CONT. N
n
.4-:2
FG
x
C°
O <
�
r
I
60
zzQo
+
a
o
04
U
Q Q p UO w Ove
w O w- m p h
O n W w w- w Z w W
0 (0 mmWZFW-w¢t=p
w �FO�1=-t�yOd
M � IX�=WZojmTo
O O l_Oz�c~nviv
1* O Zwwv0¢xo�
4 (6 wmwFJzwwz<
ul r W xOW=wcnUSu
+ + ZF-o'-w5owi -
25 rn (o Qf aV_ jzz��W�
a a 0 0 p W g
�t O ¢ axF- �= z
pza�¢�t-F-�o
to V) (n z �OZ>-W
000 J 00 J zZaaazvi0°z�
V_D_ .r a- C90�Om�O�pa
www jOVzxcnw
(� U 0 WQ Wmo'F-v>O
O In x 0 O. ww Z Z
F F p Z w p O OW m
000 z ¢ <3:a (n�a,F=_3
Q 0 w w 0 ozZ¢
0�>
Q Z Owpw¢t-00
¢� a xUpUO'
0 -¢w�U a
zwtOwwwpW�Q¢
� oazaFx-w>p��
vx�w�¢v¢pw
0 L��ZmtiF-ZWcn
-D c5ZE2F-ffiwzz-
00 T'mwi z'<8win�o
0 w m Z Q U Z �
�O'� > p�x�8t.wi_ WO
a Q''O=UOaoFF
tA2zF¢U j JmOF-
/� �1 Umwxoz¢¢00
Zp=UCnW2 aW
3:M8150�ao-
PHASE 2 o���WW=Wom
¢ OW W(AJ�p
ASE 5 w �LLZ>_Zm¢W
InW0'wwvco Z�>�
0 wwUOw0aawz:D
fiv FFna�0�w¢�
0
�) QQ
Q O.V W
LOT 30 SIDE YARD
-N-
ALTERNATE
LEGS z
a�
w�
d af O
a
d0 X O
° � J
(5 TOTAL)
TYP. ..
1'-3" 2'-3"
3'-6"
F -
*NOTE:
LOT SIDE FINISH GROUND SHALL MATCH
FINISH GROUND ON STREET SIDE OF WALL.
'-4" WALL END SECTION
(SOUND WINGWALL)
(TO BE CONSTRUCTED WITH PHASE 6
HORIZONTAL: 1 "=20'
VERTICAL: 1"=2'
LOT 30 SIDE YARD WALL PROFILE
49 T
R /W �
STREET SIDE LOT SIDE
2" BLOCK CAP -----
a d :
Q
CONT. TYP.
0
H
000)
O F-
J_
m
0
(2
000
3
U
0)
w
M � LO
w
w
n
o
W
LL
r
�-
w
3
00 '� 00
3
a
b/
m °°
.-
" z
> U
I
N Q
#4 CONT. N
Uo0
.4-:2
FG
x
C°
FG
zzQo
a.
N
0
cn
TOW=387.33
5
.......
.....
.....
.0 ................
TQW=•386.67
0
386 ........
..............
386
......
....
.............
.......
.....
............. ....
.................
384 .............
:........:...: :.
:........:...:...:
384
.......
.....
..I.----
:
:
TOW=
382 :...:...
382:00
............. ....
..................
382
:FINISH: GROUND :
•LOT SIDE
........
...(0.
........... . ....
..................
f
380:...:...
:._ _.-.
.. - ..
:................
380
•
TOF=380.•00
. . .
. . . .
TQF=371.33:
.FINISH' GROUND
. . . . .
STREET: SIDE
378 :...:...
E
:...: :...:.
.:...:............:
378
B
......................................
18+00
18+50
I..................
19+00
LOT 30 SIDE YARD WALL PROFILE
49 T
R /W �
STREET SIDE LOT SIDE
2" BLOCK CAP -----
#4 ® 48"o. c.
a d :
C�
M
CONT. TYP.
m d
o
#4
TOTAL)
<
m
0
(2
\---#4 CONT.
Q
U
�f Q o J
®
o Z
w
Z U-
� m�
w
CNTR �>Ld
LL
a
OI "
(n = 00
#4 @ 48"o. c.
b/
m °°
w co I
o X v
" z
> U
I
N Q
#4 CONT. N
Uo0
.4-:2
FG
x
C°
FG
#4 ® 48"o. c.
a d :
C�
M
CONT. TYP.
m d
o
#4
TOTAL)
<
m
0
(2
d d
Q
0
w
�f Q o J
®
o Z
w
3»
TYP.
w
w
40
1'-9"
U
z
C)
M
1.0 z Cc, U.,
Wo
G< > oN
t6M
U M
0
o a m
x
o2S ¢
V Y
Z ca
co
C0 N
W IDo
I
,max
W W �N
z N M
N �
Z p
W W o
N
P
0
CL
L
c4
G�
I
a-
<
U
..
(2--
I�
'S
U
z
C)
M
1.0 z Cc, U.,
Wo
G< > oN
t6M
U M
0
o a m
x
o2S ¢
V Y
Z ca
co
C0 N
W IDo
I
,max
W W �N
z N M
N �
Z p
W W o
N
P
0
CL
L
z
„ o
0
co
DATE 11/08/2013,
PA JOB No. 20786'
Z
W
SHEET
>
0
of
i
00 r- 2
m
0
� OF 3 SHEETS
a
I
a-
w
W
U
..
m
'S
0
w
w
w
w
w
w
a
LL
a
o
a
0011
��G�NEER *
b/
c
M
> U
. 0, w
01 0
z
„ o
0
co
DATE 11/08/2013,
PA JOB No. 20786'
Z
W
SHEET
>
0
of
i
00 r- 2
m
0
� OF 3 SHEETS
LOT SIDE CONC. MASONRY BLOCK
PER WALL DETAILS
CONT. RE
PER WALL DET
VERTICAL REBAR
PER WALL DETAILS
ONE & ONE HALF
8"x8"x16"
CONC. BLOCK
J
STREET SIDE
ARCHITECTURAL BLOCK CAP--
STREET SIDE
00
x Z
CONC FTG
PER WALL DETAIL
MASONRY TIES
® 16" O.C.
EACH DIRECTION
MASONRY TIES
0 16" O.C.
EACH DIRECTION
.1 8"x8"x16" CONC.
MASONRY BLOCK
LOT SIDE
CONT. REBAR
PER WALL DETAIL
VERTICAL REBAR
PER WALL DETAIL J
F_
W
Q
CONC. MASONRY BLOCK
PER WALL DETAIL
W
CL
F -
x
W_Juj
C7
o¢ _
W
J
O W
WATERPROOF ow
W
+
J+J
V)
SURFACE �f
OMIT HEAD
Lo
Q
to
TO FG
JOINTS @ FG
°a
�a
+J
�a
z 3
M3
a
3
_j
ao
Z
SEE ON-SITE WALL
PLANS FOR
*0
WALL ALONG SOUTH
BOUNDARY
m
O
M
_
O W
0 W
0 W
co W
O W
+
to in
j in
co V
d N
p U
�..
0
r
+ J
+•J
Na
+ J
+ J
�a
+ J
�a
Q
T -a
TU
�a
I
U
U
U
U
J
co
2:1
I I
aMAX.
J
21
22
23
a
SLOPE
X99
(19000
•'•
W
15——--/s—_Z�—
U
i O
I Z
�
--------
--------:--
----
-
---
LL_
OI
M
11
12
13
14
I
I
I
I
I
I
MASONRY TIES
0 16" O.C.
EACH DIRECTION
.1 8"x8"x16" CONC.
MASONRY BLOCK
LOT SIDE
CONT. REBAR
PER WALL DETAIL
VERTICAL REBAR
PER WALL DETAIL J
F_
W
Q
CONC. MASONRY BLOCK
PER WALL DETAIL
W
CL
F -
x
W_Juj
C7
o¢ _
w d
0.'
��**_I — F
DRAINAGE MEASURES A a
PER WALL DETAIL FOOTING REBAR
PER WALL DETAIL
c : .a
VARIES PER WALL DETAIL
PILASTER DETAIL
N.T.S.
co
OW
W
co w
OFW-
O W
WATERPROOF ow
W
+
J+J
V)
SURFACE �f
OMIT HEAD
Lo
v)
to
TO FG
JOINTS @ FG
°a
�a
+J
�a
z 3
w d
0.'
��**_I — F
DRAINAGE MEASURES A a
PER WALL DETAIL FOOTING REBAR
PER WALL DETAIL
c : .a
VARIES PER WALL DETAIL
PILASTER DETAIL
N.T.S.
co
OW
W
co w
OFW-
O W
O
W
+
J+J
V)
�a
OV)
Lo
v)
to
,a
U U
0
W
co W
O W
O
W
co
00
V)
t V)
OV)
co
v)
to
�a
�Z
I.LJ
°a
�a
+J
�a
J
pQ
+
o
a
3
_j
��e I
1i J
0
c6.
+co
0o*
J
aQ J
a-
_:, ..:..,
0 O
O
Y
Y SPLIT FA
E (TYP)
; .• ..
..:
i
N
w
W
J
to
J
�Z
I.LJ
wi
N w
Q
J
pQ
00
a
3
_j
��e I
24 25 26 27 28 29 U 1 loII,
8o 8Q80 80
(5,
c 2 c•R c's c's c'� �•8 �° I s
0 _
0 450,
i� I -
_.5 — 16 45 17 --18 �F 19
LINE OF SIGHT + 18+72.71
-- -- -- --
N
--�� —LINE OF SIGHT --
1Lu
Q Q
n o_
ARCHITECTURAL BLOCK C
_•
,:
_:, ..:..,
- :r -.:
Y
Y SPLIT FA
E (TYP)
; .• ..
..:
FL
N
a
J
J
SPLIT FACE (TYP)
SMOOTH FACE (TYP)
�..
:•
1.
Z.
co
J
a
•'•
W
U
.•
LL_
• Z '�••.
rA 'i•
SMOOTH FACE (TYP)
WALL ELEVATION DETAIL
N.T.S.
4
+ 20
LJ LJ
I
-N-
HORIZONTAL: 1"=50'
VERTICAL: 1"=2'
21
J Q
c� (3
ul
r -
Q O) Q
3c
O
W NM
m O
�
WN M
I--
Q a
-F J +
N d N
N
U
\21+52
22
NOTES:
ALL STATIONS AND OFFSETS ARE TO BACK OF WALL
(LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS
OTHERWISE NOTED.
ALL PROFILE STATIONING IS BASED ON CENTERLINE
DATA UNLESS OTHERWISE NOTED.
STEP IN WALL TO OCCUR AT PILASTER.
W
M
W
cn
Di
co
J
+
J
FL
N
a
J
J
SEE ON-SITE WALL PLANS FOR
WALL ALONG NORTH BOUNDARY
U
0o U0 wto
m J
z8wW wZLL�
w
wwmwW¢�o
w LLOa
a. zWW�o
xcnxwz�>m�Q
cnwOz Jcn�j6)
HOS-UO �
wi0 xwmow �LL
5
ZI-U�•-•�ou-
~zoo
W0O W fn
W
¢� U
cn of
ozaoX, Zo
z
¢wO "�aa00cwi
zzWaaz-zmzR
W W >- j O V z x w w
o=zEoUfWZZo2
QF-�ozWpO�w
Z ~ J
1 W W ¢
O Zo¢a'cnJ�z >
wowmHpoo
¢WF¢w►-c0zaa
zoWWWpW8Q¢
Oazmt--W>oUx
V=OUWHZWQo
HZWU
W¢ WuQj¢
0(�nV5 woZ
o�vw�zw
x►-¢U�mzLL
z j6uwn8p
tn=mix-QUj�2�
c9cnWx�z¢aoo
ZoxUcnWx�LL�
�ZF-x>O JOU
�w�owwaiwJ��
w<au-z n0°¢0
mwowz-?p¢m
¢WJ'wU�a>i-
W woo W Z¢ cn>-U
FFx-Od4=-OU0w<2
I
013 LINE OF SIGHT
450' — — — —
23 cO 25 26 4
-LINE OF SIGHT
00
co _j
4m n
to
110)
Q. -Q �-LL pLL Moi 0;L� N3
J co� �� O�pa .�a � �3 � Maio Ci DILL. Oma Off- OL'- �3 0� 00 N IIOa to N
N � J
OJ pU pU (oOQ d'Q H 0) V) M� coOQN� N�NJ�_1ppFU-tnFO-
n 3 ui O 04 0)�- m W O JJ N O\ cCO O N M + O+ + +
±Z +J +J .+-00 p+0 = p+pZ 0))J N0 0) O9 +O ±J ±< Z&Z I-JNJ N NJ MO
r N3 �9 00 .- m �-0 ''3 +.- �3 N3 ON N3 N3 NWNW N3 N3 NN N3 NW
m Z Z � 3 `$� J m� Z —;g Z Z N� ;9 LZ ;9 ;9 Z ;9 N Z
CL
. . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . �. . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . .
390. TOW=390.00 : : ..................................................................................... ....: }. . .: ........................ . . ...:390
Fn TOW=389.33 :
.... ...................................................................................................... .... .M. .. ..... .TOM 385.67. TOW=38$.67
TOW :TOW=
388: : : TOW=388:00 : : : : : : : : : : : : : : : : : : : : : - TOW=388.00 : : 88.00 - 388.0 '388
w : TDW= TOW w
TOW=387.33 : : : : : : : � . : 387.33 387.33 wa
`'• TOW= : : :
....................... .................................................................. ........................ ..:•386.67 .._...:�. :\. .
w :.. ._j..:.... ..'386
386.... ............ .................................................................... .. .... ... W......Q.�... o .'t
�Q z_
U .��. - .off
:...: .� ............ .......... .:...................i --.i...:...:...:...: o.�...:= o �.:...:
: Z a : `i - : �' � :...: : 384
384.... ............ ........... ......................................................... ..................:...:. �,� :� ... .. ;,.:
SOUND : : : : : : : : : : : : : : : : : I : : : : I I _ I I
WINGWALL i� W : . . . . . . . : . . . . . . . . . . . . . .
.................................. ........................... ... .I.. U-V)
FINISH GROUND LOT/STREET
382: : . .. . . . . . . . : . . . . . : : : : : . . . . . . . .. . . . .. . . SIDE ..OF. WALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. .— _ — �." . . . . 382
— / TOF= 382.00.
— —.— — — _ — TOF=3$1.33. TOF= 381.33. .
. . . . . . . . . . . . . . . . . . . . . .
TOF=380.67 — — — — — — —. TOF=380.67 'T OF= TOF=
380:...:...: _--:...:...:.......:...:...:...:...:. .... ... 3$0.67 ... 3... .. ...:380
TOF=380.00 OF=380.00 TOF= B
ADJACENT PAD : : : : : : : : : : : : : : : : : : : : : : TOF= B : : 2 380.00 : 2 : B
. . . . p ELEVATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30± L -.F. . . . . . . . . . . _ . . . . 30f t:F:_ 2
B' 3�9.B3 30f L.F. A 30f :L.F. B _ B A
30t L.F.
378 30t L.F. :...:. 2....:...:...:...:...:...:...:...:...:...:...2..............................:...:...:...:...:...:..2 :...:.... 2.:...:...:...:.2.....:...:..... 2 2 :...:. 2....:...:....378
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
EL TORO VIEJO ROAD WALL PROFILE
U
Z
.1 o
M
co
LL] Z0)L0
to
�W.�o
Q > N
LL M
U0
0 N 42
w
mX
°�
t7 °'
U)x
Z cu
m N
- c0
,max W a°)i o
w Z_ iii
0 N
Z O
W W o
FN
N
w
0
L
\NEER ♦c b,
U) CL
M
W ; > U
, w
Lp
06
c�
..
CN Q
U) 0
W
U) 0
—�
CIO 0
< uw) ry
3: ap 0
W
x Q
w
CID
r�
v E
� M
00
cr
0 U
I
J
1
a �
00w 11 rcc N
0
uj
00
DATE 11/08/2013
PA JOB No. 20788
SHEET
0
m
CLm
co
r-
0
N
OF 3 SHEETS
W
LL
N
LL
W
W
w
CL
U
u
co
LL
ui
Q
0
LLJ
w
a
\NEER ♦c b,
U) CL
M
W ; > U
, w
Lp
06
c�
..
CN Q
U) 0
W
U) 0
—�
CIO 0
< uw) ry
3: ap 0
W
x Q
w
CID
r�
v E
� M
00
cr
0 U
I
J
1
a �
00w 11 rcc N
0
uj
00
DATE 11/08/2013
PA JOB No. 20788
SHEET
0
m
CLm
co
r-
0
N
OF 3 SHEETS
Z
a