HomeMy WebLinkAbout1.4-7299 & 7300GENERAL STRUCTURAL NOTES
Eel gZAMN
A. All work shall be performed in accordance with
applicable sections of the California Building Code
Current Edition
FOUNDATIONS -
A. For allowable soil bearing values refer to the Soils
Engineering, Inc. Report No. 13-14656, Dated 2-3-14.
CONCRETE
A. Materials:
1 . Reinforcing: Deformed ASTM A615, Grade 60.
2. Cement: Portland Cement, Type 11, ASTM C-150.
3. Aggregate: ASTM C-33.
4. Water: Clean and Drinkable.
B. Concrete Mix Design For Footings and Well Grouting:
1 . Class "B" Concrete, 2500 PSI 0 28 Days.
2. 5.0 Socks of Cement (min) per Cubic Yard.
3. 1 1/2" Aggregate (max).
4. 4" Slump kmox).
C. Admixtures: Only as approved by the Engineer.
MASONRY
A. Materials:
1. Concrete Block Masonry Units: ASTM C-90
2. Pacific Clay Modular Face Brick, Sunset Red: ASTM C-216
3. Reinforcing Materials: ASTM A615, Grade 60
deformed.
4. Admixtures: Only as approved by the Engineer.
B. Mortar:
1 . Strength: Type So 1200 PSI 0 7 days and 1800 PSI
0 28 days.
C. Grout:
1. Strength: 1500 PSI 0 7 days and 2500 PSI 0 28
days.
2. Concrete block masonry units shall be dry and
clean before grouting operation.
3. "Wet -setting" of the first course of block will be allowed.
BERRENDA MESA
WATER STORAGE DISTRICT
I -
-11- AWNUE
PROPOSED BLOCK WALL---,, __,--PROPOSED BLOCK WALL--,,
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NOTES 2 CL
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1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION U_ 7
THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND
THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS 20
NOTICE. UNIT 1
CITY CONST. INSPECTION DEPARTMENT 326-3049 1001 00 - 27
PARKS DEPARTMENT 326-3117
28 29
n7
GENERAL NOTES
1. BLOCK TYPE: MORTARED CONCRETE BLOCK
SIZE WALL: 6"x 8"x 16", 8"x 8"x 16"" & 10"x 8"x 16" 7 --
COLOR: STANDARD GREY 1 1 4 3
PATTERN: RUNNING BOND 5
53
CAP: RED BRICK WITH WHITE MORTAR
1 1 6
2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 000e##
I 1
54 1 1 6
3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT
HIGHEST SIDE OF WALL. 55 11 1 1
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING 7
THE AREA ALONG THE WALL LINE.
9 -UNIT 3
5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 57 1 1 17 C-> Is
6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY
I I M Q6
DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE 58 1 1 10
CHARGED OUT ON AN HOURLY BASIS.
7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY a_
1011 -
DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 9 ck� 'S 18 19 21
12 INCHES BELOW BOTTOM OF FOOTING. CL
8. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER
PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8
61 @
COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH
02
21
A CLEAR WATER SEAL SUCH AS "AQUA -SEAL". OR APPROVED EQUAL.
9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER 20
63 1 1
Ifl 00
IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION I I X
JOINTS OF 60' IN WALLS WITHOUT PILASTERS.
2
10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB LEGEND:
AND STRAIGHT. CURVES SHALL BE LAID OUT' ON NO GREATER
ABBREVIATIONS 3
I I
THAN 8 FOOT CHORDS. I I
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE FL FLOWLINE I I I
4
1/2" :1:1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN CL CENTERLINE UNIT 8
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK EG EXISTING GRADE 5
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
FG FINISHED GRADE
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES I --------- 6 LS
SHALL BE DONE WITH SAWCUTS. GB GRADE BREAK LOT
LS LANDSCAPE 7
11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
ELEV ELEVATION
12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO EC END CURVE
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT BC BEGIN CURVE
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT TC TOP OF CURB 9 1�
NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TW TOP OF WALL
6 1
TION AHEAD OF THE CONSTRUCTION. W1 WALL SECTION
13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND PROPOSED WALL
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, 00
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD EXISTING WALL ON LETTER
IS USED.
14. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO .Ak
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR SECTION LINE
FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE
COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION SHEET SEC71ON IS LOCATED
FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS,
COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S).
APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
15. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE STOCKDALE
THAN 2 ANY FORMWORK NECESSARY TO MAINTAIN THIS F001ING WIDTH 0
SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE W T. JO S., R. 26 LEE
DEPTH OF THE FOOTING, WHICHEVER IS LESS. U_
0
16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF X
z <
2
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A PRO LIEC T S1 TE
SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S I--,
ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. MING AVENUE
17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY it 5M a
it W30
WILL REQUIRE AN ENGINEERS ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC 0
z I
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT.
W
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18. ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE WALLS AND ARE _j Pj
TO BE PRIVATELY MAINTAINED.
19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS
PRIOR TO THE START OF CONSTRUCTION (811). TR. 6=3
D
0 WHITE LANE z
20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CON TRACTOR.
D3
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE
CITY ENGINEER.
M
21. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER
CITY ENGINEER. VICINITY MAP
NO SCALE
22. MAXIMUM SLOPE RATIO FROM THE 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 27.. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE
SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
KEY MAP
SCALE: 1"=200'
DENOTES SHEET NUMBER FOR WALL
M
2! F001ING EASEMENT
SOLID 3 5/1rx 2 1/4% 7 5/8' TO BE DEDICATED WITH
SUNSET RED BRICK HEADER THE FINAL MAP OR BY
SEPARATE INSTRUMENT
3 5/ex I 11ex 7 5/8" AS INDICATED ON PLAN
SUNSET RED BRICK VENEER
(SAILOR COURSE)
#5 CONT. BOND BEAM
(12- FROM THE TOP)
6"x8"x16" CONCRETE BLOCK-,
STUCCO SIRET SIDE
(BROWN COAT)
(COLOR OMEGA 11 COAT)
#5 CONT. BOND BEAM
(AT MID HEIGHT) ----
GROUT I SOLID ALL CAVITIES—"
STREET SIDE
2% MIN.
LANDSCAPE 4-1 MAX.
GRADE -
"T77717M
LANDSCAPE GRADE VARIES_.,,,- 12's
(6- MIN. TO I e MAX)
fur,
LO-;.
CN!
S*X3*XSO CONCRETE BLOCK I
CHAIRS SHALL BE USED T0_j
PLACE F001ING REBAR
'Oeool_ LOT SIDE
#5 CONT. BOND BEAM
SUNSET RED BRICK
W -D-* WALL SM11ON:
#4 *1! BAR AT 2e O.C. >�
<
La
Ca :E
THE nNALMAP ORBY
I-- (CENTERED IN WALL) :M
05 m
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(20- MIN. LAP SPLICE) 110
1
W 5z
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7'--w,f WALL SEC11ON: -
04
CD
ex
#4 "Loo BAR AT & O.C.
,
0 -
(CENTERED IN WALL)
Cn
=
(20- MIN. LAP SPLICE)
CM
=
FIRST COURSE TO CONSIST OF
CD
SEALANT TO BE APPLIED
SEALANT TO BE APPLIED g
Cn
.1
/BY WALL CONTRACTOR to
C=
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FIRST COURSE TO CONSIST OF
-0:0
I
FIRST COURSE TO CONSIST OF -to
E
HEAD JOINTS TO
/-UNMORTARED HEAD JOINTS TO
31*
CUNMORTARED
ALLOW FOR DRAINAGE
ALLOW FOR DRAINAGE
CHAIRS SHALL BE USED TO
6" MIN.
12 1$ 14, MAX.'
-4 EA. #4 BAR 0 r O.C.
-#4 BAR 0 gr O.C.
39)
-
30"
WALL� SECTION 1
SOLID 3 5/8!x 2 1/4!*x 7 5/8",
SUNSET RED BRICK HEADER
3 5/8-x 1 1/4!'x 7 5/8"
SUNSET RED BRICK VENEER
(SOILDER COURSE)
6"xrx16" CONCRETE BLOM
STUCCO STREET SIDE
(BROWN COAT)
(COLOR OMEGA 11 COAT)
#5 CONT. BOND BEAM
(AT MID HEIGHT)
STREET SIDE
GROUT SOLID ALL CAVITIES
LANDSCAPE GRADE VARIES
(6" MIN. TO r MAX. 1 8
�2
*
2' FOOTING EASEMENT
TO BE DEDICATED WITH
THE FINAL MAP OR BY
SEPARATEINSTRUMENT
AS INDICATED ON PLAN
3
XYXY CONCRETE BLOCK
CHAIRS SHALL BE USED TO 4299
PLACE F001ING REBAR
WALL SECTION-- 3
3 5/8% 7 5/8-x 2 1/4'
#5 CONT. BOND BEAM
SUNSET RED BRICK
14 *VERT* BAR AT 2e O.C.
(112- FROM THE TOP)
THE nNALMAP ORBY
3 5/8% 7 516ox 1 1/4!
SUNSET RED BRICK
14 -1! BAR AT 8- O.C. ><
Uj
#4 V BAR AT, 48- O.C.
--- (CENTERED IN WALL)
(CENTERED IN WALL)
SUNSET RED BRICK VENEER
(20" MIN. SPLICE) ac:)
(RUNNING BOND)
PLANTER GRADE
,
Uj
1= M
-CC =
#5 CON T. BOND BEAM
I
,-LOT SIDE (0
=
BY WALL CONTRACTOR
6"x8"x16"
FIRST COURSE TO CONSIST OF
CONCRETE BLOCK
SEALANT TO BE APPLIED g
DSCAPE GRADE VARIES
619 ALLOW FOR DRAINAGE 19
---'-BY WALL CONTRACTOR
U71
2
STREET SIDE
-0:0
I
FIRST COURSE TO CONSIST OF -to
E
#4 BAR 0 9 O.C.
/-UNMORTARED HEAD JOINTS TO
31*
YX3*X3* CONCRETE BLOCK /
ALLOW FOR DRAINAGE
CHAIRS SHALL BE USED TO
24!'
FINISHED GRADE
WALL
18" 6" MIN.
11--
Ir MAX.
Cn
5 EA. #4 BAR 0 9 O.C.
J4 BAR 0 g- O.C.
3 ot
3
XYXY CONCRETE BLOCK
CHAIRS SHALL BE USED TO 4299
PLACE F001ING REBAR
WALL SECTION-- 3
3 5/8% 7 5/8-x 2 1/4'
2' FOOTING EASEMENT
SUNSET RED BRICK
14 *VERT* BAR AT 2e O.C.
(ROWLOCK -DOUBLE ROW)
THE nNALMAP ORBY
3 5/8% 7 516ox 1 1/4!
SUNSET RED BRICK
PLANTER SIDE
(SOLDIER COURSE)
#4 V BAR AT, 48- O.C.
1"x 2 1/4% 7 5/8'
(CENTERED IN WALL)
SUNSET RED BRICK VENEER
(20r MIN. LAP SPLICE)
(RUNNING BOND)
PLANTER GRADE
(2.67- C. TO C. TYP.)
W_-
#5 CON T. BOND BEAM
SEALANT TO BE APPLIED
(AT MID HEIGHT)
BY WALL CONTRACTOR
6"x8"x16"
FIRST COURSE TO CONSIST OF
CONCRETE BLOCK
UNMORTARED HEAD JOINTS TO
DSCAPE GRADE VARIES
619 ALLOW FOR DRAINAGE 19
(6- MIN. TO 15! MAX.)
U71
2
STREET SIDE
0-- 3 EA. #4 BAR 0 V O.C.
HIGHGATE PARK
#4 BAR 0 9 O.C.
t
31*
YX3*X3* CONCRETE BLOCK /
-
CHAIRS SHALL BE USED TO
24!'
PLACE F001ING KBAR
WALL
SECTION 5
SOLID 3 5/ex 2 Ilex 7 5/e
SUNSET RED BRICK HEADER
3 5/8% 1 1/4*x 7 5/8'
SUNSET RED BRICK VENEER -
(MIER COURSE)
#5 CONT. BOND BEAM
(Ilt FROM THE TOP)
2 1/4!x 1" x 7 5/8"
SUNSET RED BRICK VENEER
WITH WHITE MORTAR
(RUNNING BOND)
STREET SIDE
#5 CONT. BOND BEAM
(AT MID HEIGlIT)_
6"x8"x16" CONCRETE BLOCK
GROUT SOLID ALL CAVITIE1.
2, 3. OR 4 EA. 8"x8"x16
CONCRETE BLOCK
LANDSCAPE
GRADE 2%
LANDSCAPE GRADE VARIES
(6- MIN. TO le MAX.) 1 18 99
C*4
_4
1
3"X3"X3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE F001ING REBAR
2 -
IF I IF Hill
TITS
CONSTRUCTION PLANS
MING
2' F001ING EASEMENT
TO BE DEDICATED WITH
'ME FINAL MR OR BY
SEPARATE INSTRUMENT
AS INDICATED ON PLAN
W
A A
LOT SIDE
L `9!�-e& 16-0* WA
2' FOOTING EASEMENT
14 *VERT* BAR AT 2e O.C.
SOLID 3 5/Erx 2 1/4!*x 7 5/8
THE nNALMAP ORBY
(CENTERED IN WALL)
SEPARATE INSTRUMENT
I � 2" AS INDICATED ON PLAN
Uj
(V MIN. LAP SPLICE)
(CENTERED IN WALL) 00
CM
SEALANT TO BE APPLJED
(20- MIN. SPLICE) 2
�_
/00BY WALL CONTRACTOR
g
5 -00
>�
10--8, & iil-4! <
e�_ LOT SIDE :M
M 1
10
:n
#4 'VERI- BAR AT 16' O.C. r
'10e00 26
=
1 __(CENTERED IN WALL) C)
W
9 <
(20! MIN. LAP SPLICE) C)
Cn M
Uj
U71
1
a
HIGHGATE PARK
9-e & 10!-0" WA
UNMORTARED HEAD JOINTS TO
before you dig.
14 *Ls BAR AT 2e O.C.
ALLOW FOR DRAINAGE
(EXTEND TO 20" ABOVE
Uj
TOP OF FOOTING) C1
12" 60 MIN.
-1
10'-87 & 11'-4" 00
87 MAX.
Cn
#4 V BAR AT 16" O.C.
BAR 0 9' O.C.
3$ o#4
"-,-(EXTEND TO 2T ABOVE
TOP OF FOOTING)
-\NEATLY GROUT CAVITY
FIRST COURSE TO CONSIST OF
UNMORTARED HEAD JOINTS TO
ALLOW FOR DRAINAGE
FINISHED GRADE
6" MIN.
16 le MAX.
5 EA. #4 BAR 0 9 O.C.
#4 BAR 0 9* O.C.
3"
4211
WALL SECTION 2
N.T.s.
2' FOOTING EASEMENT
TO BE DEDICATED WITH
SOLID 3 5/Erx 2 1/4!*x 7 5/8
THE nNALMAP ORBY
SUNSET RED BRICK HEADER
SEPARATE INSTRUMENT
I � 2" AS INDICATED ON PLAN
3 5/8*x 1 1/4!*x 7 5/8"
SUNSET RED BRICK VENEER
(SOILDER COURSE)
6*x8*xl6* CONCRETE BLOCK
2 1/4% 1" x 7 5/8"
SUNSET RED BRICK VENEER
WITH WHITE MORTAR"
(RUNNING BOND)
#5 CONT. BOND BEAM
(AT MID HEIGHT)
STREET SI�IE
'00001
GROUT SOLID ALL CAVITIES
VARIES
LANDSCAPE GRADE VARIES
(6- MIN. TO 8- MAX.
MIN
to
3!XYX3" CONCRE11E BIVMI
CHAIRS SHALL BE USED TO -j
#5 CONT. BOND BEAM
(12� FROM THE TOP)
330'
PLACE FOOTING REBAR
I
WALL SECTION 4
-SOLIDSUNSET
3 5/ex 2 1/4% 7 5/8
RED BRICK CAP WITH WHITE
MORTAR (ROKOCK-DOUBLE ROW)
3 5/1rx 1 11ex 7 5/8'
SUNSET RED BRICK VENEER
(SOLDIER COURSE)
PLANTER SIDE
'10�
6"x 8"x 16' CONCRETE BLOCK--�,,
16" SQUARE TRAVER11NE
(SEE DETAIL V ON SHEET 7)
PLANTER GRADE
=3
:M
><
C%4
12
1
vo
Cq
LANDSCAPE
SIDE
#5 CONT. BOND BEAM
COVER SHEET
(12- FROM THE TOP) ::r_
2.
ENTRY GATE &
SEALANT TO BE APPLIED
#4 #1! BAR AT 2e O.C.
Uj
BY WALL CONTRACTOR C'4
(CENTERED IN WALL) 00
CM
#4 -1! BAR AT 2e O.C. -C 0
(20- MIN. SPLICE) 2
�_
p
(EXTEND TO 20' MIN. ABOVE �-
g
5 -00
TOP OF FOOTING)
e�_ LOT SIDE :M
M 1
10
GROUT SOLID ALL CAVITIES
'10e00 26
=
04
SEALANT TO BE APPLIED 10
-00
FIRST COURSE TO CONSIST OF -1
*
BY WALL CONTRACTOR
BOULEVARD
1
FIRST COURSE TO CONSIST OF
HIGHGATE PARK
ALLOW FOR DRAINAGE
UNMORTARED HEAD JOINTS TO
before you dig.
VARIES LS GRADE
ALLOW FOR DRAINAGE
.
FINISHED GRADE
9 1 e MAX
12" 60 MIN.
3 EA. #4 BAR 0 9 O.C.
87 MAX.
391
4 EA. #4 BAR 0 9 O.C.
BAR 0 9' O.C.
3$ o#4
330'
PLACE FOOTING REBAR
I
WALL SECTION 4
-SOLIDSUNSET
3 5/ex 2 1/4% 7 5/8
RED BRICK CAP WITH WHITE
MORTAR (ROKOCK-DOUBLE ROW)
3 5/1rx 1 11ex 7 5/8'
SUNSET RED BRICK VENEER
(SOLDIER COURSE)
PLANTER SIDE
'10�
6"x 8"x 16' CONCRETE BLOCK--�,,
16" SQUARE TRAVER11NE
(SEE DETAIL V ON SHEET 7)
PLANTER GRADE
=3
:M
><
C%4
12
1
vo
Cq
LANDSCAPE
SIDE
#5 CONT. BOND BEAM
COVER SHEET
(12- FROM THE TOP) ::r_
2.
ENTRY GATE &
SEALANT TO BE APPLIED
BY WALL CONTRACTOR C'4
#4 -1! BAR AT 2e O.C. -C 0
OW
p
(EXTEND TO 20' MIN. ABOVE �-
6
TOP OF FOOTING)
ma
MING AVENUE
GROUT SOLID ALL CAVITIES
6.
04
BOULEVARD
FIRST COURSE TO CONSIST OF -1
*
HIGHGATE PARK
BOULEVARD
UNMORTARED HEAD JOINTS TO
Uj
HIGHGATE PARK
ALLOW FOR DRAINAGE
Call
before you dig.
VARIES LS GRADE
6" MIN.
9 1 e MAX
3 EA. #4 BAR 0 9 O.C.
#4 BAR 0 9" O.C.
391
3"X3"X3` CONCRETE BLOCK 27" 11
CHAIRS SHALL BE USED TO
PLACE FOOTING REBAR
WALL SECTION 6
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 CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AW DESIGN CRITERIA SHALL BE
CORREIC"MD DURING CONSTRUCTIOWU
A,
C14
C14
Cj
t
IN ACCORDANCE NTH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
WALL IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL WALL IMPROVEMENTS SHOWN HEREIN ARE
"PRIVATE" AND ARE TO BE PRIVATELY MAINTAINED.
APPROVED BY.- NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
R.C.E. NO. 61069 EXP. 12-31-18
DATE
-7
..... .......
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
//7
REVIEWED BY: TRAFFIC ENGINEER DATE
BASIS OF BEARINGS. -
THE BEARING OF N 01*02'20" E SHOWN FOR THE EAST
LINE OF SECTION 10, T. 30 S., R. 26 E, AS SHOWN ON
RECORD OF SURVEY, BOOK 25 OF MAPS, PG. 49 IN
THE OFFICE OF KERN COUNTY RECORDER WAS USED
AS THE BASIS OF BEARINGS SHOWN- HEREON.
BENCHMARK USED -
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF MING AVENUE AND ALLEN
ROAD, ALSO BEING THE NORTHWEST CORNER OF SEC11ON
12, T.30.S, R.26E.,
ELEVATION = 367.96 (NAVD 88 DATUM)
OWNER & SUBDIVIDER:
CASTLE & COOKE CALIFORNIA, INC.
10000 STOCKDALE HIGHWAY
BAKERSFIELD, CA 93311
CONTACT: SCOTT THAYER
PH.: 661-664-6500
LIST OF MATERIALS
LF
BLOCK WALL 5613
1.
COVER SHEET
2.
ENTRY GATE &
PILASTER DETAILS
3.
ENTRY MONUMENT DETAILS
4.
MING AVENUE
5.
MING AVENUE
6.
HIGHGATE PARK
BOULEVARD
7.
HIGHGATE PARK
BOULEVARD
Know what'sbelow.
8.
HIGHGATE PARK
BOULEVARD
Call
before you dig.
1111
STATIONING
TABLE - COLUMNS
REF. NO.
DESCRIPTION
C.L. STA11ON
M
q COLUMN
STA. 39+16.89, 54.00LT.
F21
q COLUMN
STA. 39+16.89, 40.66LT.
n.3
q COLUMN
STA. 36+16.89, 6.3.31-T.
n4
q COLUMN
STA. 39+16.89, 4.33RT.
.50'/
COLUMN
STA. 39+16.89, 3&66RT.
Z
I=
COLUMN
STA. 36+16.89, 51.99RT.
GATE NOTES:
ALL VEHICULAR GATES LOCATSD AT THE INTERSEC770N
OF MING AVENUE AND HIGHGA TE PARK BOULEVARD
SHALL BE PERMANEN7LY FIXED OPEN TO ALLOW FOR
CON 77NUOUS PUBLIC A CCESS.
ALL VEHICULAR GATE APPENDA TURES, INCLUDING
BEARING PADS& GATE ANCHORING MECHANISM, TO
BE L OCA 7ED A MINIMUM OF 18" A WAY FROM 774E FACE
OF CURB.
STACKING REQUIREMENTS NEED NOT BE CONSIDERED
SINCE THE GA TES WILL BE CON TINUOUSL Y OPEN.
SOUTHERN CALIFORNIA GAS NOTES:
ANY UNDERGROUND STRUC77JRE SHALL MAINTAIN A
MINIMUM OF 5 FT (WITH J FT OF UNDISTURBED SOIL)
HORIZONTAL SEPARA77ON AND 18 IN. OF VER77CAL
SEPARATION FROM THE EXISTING 24" SOUTHERN
CALIFORNIA GAS CO. 7RANSMISSION LINE.
J,
ADDIRONALLY, NO LESS THAN X OR MORE THAN 7.
P
OF COVER IS TO BE OVER THE EXIS77NG 7RANSUISSION
LINE.
AT NO TIME SHALL POWER DRIVEN OR POWER
OPERA TED EQUIPMEN T BE USED DIREC TL Y 0 VER THE
7RANSMISSION LINE. OR WTHIN 2' FROM THE EDGE OF
7HE PIPE. EQUIPMENT SHALL NOT REMAIN STA77ONARY
OVER 7HE PIPELINE. A SOUTHERN CALIFORNIA GAS
COMPANY TRANSMISSION PERSONNEL SHALL BE ON
STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE
WITHIN M' OF THE EXISTING TRANSMISSION LINE.
CONTACT TAB LAGOW AT 661-76J-2825 TWO WEEKS
BEFORE 77 -IE PROPOSED WORK TO ALLOW AMPLE 77ME
TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO
GET A NEW USA 77CKET AT LEAST TWO (2) DAYS
PRIOR
TO ANY CONSTRUCTION.
ALL GATES TO REMAIN
PERMANENTLY FIXED OPEN
TO ALLOW FOR CON11NUOUS
PUBLIC ACCESS
PEER P205
MM MIME
FUTURE
DEVELOPMENT
HIGHGATE PARK BOULEVARD ENTRANCE
ENCROACHMENT PERMIT NO. 17-30000007
SCALE: 1" 10' HORIZONTAL
TRACT 7299
6'-0"
PRECAST COLUMN BASE j
109-0"
(TYPICAL ALL COLUMNS)
3 5/8- X 2 1/4' X 7 5/8'
SUNSET RED BRICK VENEER WITH
ANCHOR TIES TO CONCRETE BLOCKS -
AND WHITE MORTAR (RUNNING BOND)
PER P205 BEARING (3-3/ex 3-31e)
BOLTED TO CONCRETE APRON WITH
*18! 4 EA 5/16- WEDGE ANCHOR BOLTS
MIN.
VEHICULAR GA TE SUPPORT SYSTEM
SCA L E.- N. T S.
ALL GATES TO REMAIN
PERMANEN11-Y FIXED OPEN
TO ALLOW FOR CONTINUOUS
PUBUC ACCESS
1 ON 8"x 16"
CONC BLOCK
11110 1110 111
#4 "L- BAR 0
PEER P205 CONNECTED EA. CORNER
TO e x 3/8' STEEL PLATE
WELDED TO 6" x 6* HSS
1/2- EXPANSION JOINTJ
COLUMN 10"x 8"x 16" CONC.
(SEE DETAIL F) BLOCK W/ #4 BAR
EACH CELL
1.0' DIA. SMOOTH ROD WITH
MIN. 1.0' EMBEDMENT TO BE TACK
WELDED TO TWO (2 EA) I le PLATES
WELDED TO GATE FRAME
3" MIN. PEER P205 BEARING (3-31ex 3-3/41
BOLTED TO CONCRETE APRON WITH
x8rx15m CONCRETE
4 EA 511V WEDGE ANCHOR BOLTS
EMBED FOR GATE ANCHORING
VEHICULAR GATE FIXED OPEN
SCA L E.- N. T. S.
2 0-091
N
SCA LE.- N. T S.
32"±
3 5/8"x 2 1/4"x 7 5/8" SOLID SUNSET RED -D
BRICK HEADER CAP WITH WHITE MORTAR
3 5/rx 1 1/4"x 7 5/8" SUNSET RED BRICK
VENEER ON STREET SIDE (SAILOR COURSE)
L(
L6"x ex 16" CONCRETE BLOCK PROP
NTH STUCCO ON STREET SIDE Lij 04
STUCCO: BROWN COAT (@
COLOR COAT OMEGA 11 BASE 2 0-0"
TYPICAL WALL ELEVA-nON ALL STREETS
NOT TO SCALE 3 5/8 x 2 1/4"x 7 5/8" SUNSET RED
BRICK (RUNNING BOND) NTH WHITE MORTAR
2--0-
3 5/8"x 2 1/4"x 7 5/8* SUNSET RED
0 BRICK HEADER NTH WHITE MORTAR
t7EM 1 nFE1 MI YES
OTD 6 x 8 x 16 MORTARED CONCRETE BLOCK
1/2- EXPANSION JOINT NTH MATCHING STUCCO ON STREET SIDE
(UPPER COURSES)
3 5/8"x 2 1/4"x 7 5/8"
SUNSET RED BRICK VENEER
SEC 77ON
ANCHOR TIES TO CONC. rD
(RUNNING BOUND) SCALE.- N. TS,
SEE SHEET 3 & 4
FOR WALL DETAILS AND
PROFILE
-4
-0
10 -O$v PRECAST COLUMN BASE
*1.5 (TYPICAL ALL COLUMNS)
CLR.
PRECAST COLUMN BASE
NOTE:
(TYPICAL ALL COLUMNS)
REFER TO ADJACENT ELEVATION, THIS DETAIL FOR ALL DIMENSIONS
iorx frx
ON LOT SIDE 9
3 5/8"x 1 1/4" x 7 5/8" RED BRICK
VENEER (SAILOR COURSE) NTH WHITE MORTAR
r1r1r-1% A t�'r PILASTER CAP
1 EA. #4 *L" BAR EACH
-X 2 1/4-X 7 5/8- SUNSET RED BRICK
R COURSE) NTH MITE MORTAR
/8 a x 2 1/4 " x 7 5/8v SUNSET RED
'*K (RUNNING BOND) NTH WHITE MORTAR
STREET SIDE
CCO: BROWN COAT
COLOR BASEII OMEGA COAT
8"X 16"
"O'RETIE BLOCK ST`UCCO
%)TREET SIDE
REQUIRED, PER PLAN)
PRECAST COLUMN CAP
1�0
C4
cn
cn = I
m 0
n in
mo
ui
ME
;L ,
F5
ui A
ui
kw
-c 4 2 c
C,
v -
PRECAST ARCHITEC11JRAL BAND
3/8- STEEL PLATE FOR
GATE SUPPORT MOUNTING
3 5/8% 2 1 lex7 5/8!
SUNSET RED BRICK
WITH WHITE MORTAR
(RUNNING BOND)
A
#4 BOND BEAMS 0 lt
O.C.
6-x6-xl/,C SQUAW
HSS
# 6 VERT. BARS
3 EA. FACE� EQUALLY SPACED
8 TOTAL
10-X 8"X 16- BLOCK W/ #4 -L- BAR 0
EACH CORNER OF PILASTER 0 6"
WALL SEC11ON
FINISHED
LOT SIDE
2'
SEE WALL SECTIONS
GRADE
CL
FL
4.
MAX.
\*1.50-
.50'/
0
10 9-8"
Z
I=
*1.50-
CLR.
CLR.
ALL VEHICULAR GATE
COLUMN CTR. - COLUMN CTR.
CLR.
PRECAST COLUMN BASE
APPENDATURES, INCWDING BEARING
PADS & GATE ANCHORING MECHANISM,
3 5/ex 2 1/4% 7 5/8'
SUNSET RED BRICK NTH
ALL GATES TO REMAIN PERMANENTLY
(TYPICAL ALL COWMNS)
TO BE LOCATED A MINIMUM OF 18
WHITE MORTAR (RUNNING BOND)
FIXED OPEN TO ALLOW FOR CONTINUOUS
AWAY FROM THE FACE OF CURB.
c)
PUBUC ACCESS
z ui
PUBLIC
ENTRY GA TE MING
& HIGHGA TE PARK
SCA LE.- N. T S.
32"±
3 5/8"x 2 1/4"x 7 5/8" SOLID SUNSET RED -D
BRICK HEADER CAP WITH WHITE MORTAR
3 5/rx 1 1/4"x 7 5/8" SUNSET RED BRICK
VENEER ON STREET SIDE (SAILOR COURSE)
L(
L6"x ex 16" CONCRETE BLOCK PROP
NTH STUCCO ON STREET SIDE Lij 04
STUCCO: BROWN COAT (@
COLOR COAT OMEGA 11 BASE 2 0-0"
TYPICAL WALL ELEVA-nON ALL STREETS
NOT TO SCALE 3 5/8 x 2 1/4"x 7 5/8" SUNSET RED
BRICK (RUNNING BOND) NTH WHITE MORTAR
2--0-
3 5/8"x 2 1/4"x 7 5/8* SUNSET RED
0 BRICK HEADER NTH WHITE MORTAR
t7EM 1 nFE1 MI YES
OTD 6 x 8 x 16 MORTARED CONCRETE BLOCK
1/2- EXPANSION JOINT NTH MATCHING STUCCO ON STREET SIDE
(UPPER COURSES)
3 5/8"x 2 1/4"x 7 5/8"
SUNSET RED BRICK VENEER
SEC 77ON
ANCHOR TIES TO CONC. rD
(RUNNING BOUND) SCALE.- N. TS,
SEE SHEET 3 & 4
FOR WALL DETAILS AND
PROFILE
-4
-0
10 -O$v PRECAST COLUMN BASE
*1.5 (TYPICAL ALL COLUMNS)
CLR.
PRECAST COLUMN BASE
NOTE:
(TYPICAL ALL COLUMNS)
REFER TO ADJACENT ELEVATION, THIS DETAIL FOR ALL DIMENSIONS
iorx frx
ON LOT SIDE 9
3 5/8"x 1 1/4" x 7 5/8" RED BRICK
VENEER (SAILOR COURSE) NTH WHITE MORTAR
r1r1r-1% A t�'r PILASTER CAP
1 EA. #4 *L" BAR EACH
-X 2 1/4-X 7 5/8- SUNSET RED BRICK
R COURSE) NTH MITE MORTAR
/8 a x 2 1/4 " x 7 5/8v SUNSET RED
'*K (RUNNING BOND) NTH WHITE MORTAR
STREET SIDE
CCO: BROWN COAT
COLOR BASEII OMEGA COAT
8"X 16"
"O'RETIE BLOCK ST`UCCO
%)TREET SIDE
REQUIRED, PER PLAN)
PRECAST COLUMN CAP
1�0
C4
cn
cn = I
m 0
n in
mo
ui
ME
;L ,
F5
ui A
ui
kw
-c 4 2 c
C,
v -
PRECAST ARCHITEC11JRAL BAND
3/8- STEEL PLATE FOR
GATE SUPPORT MOUNTING
3 5/8% 2 1 lex7 5/8!
SUNSET RED BRICK
WITH WHITE MORTAR
(RUNNING BOND)
A
#4 BOND BEAMS 0 lt
O.C.
6-x6-xl/,C SQUAW
HSS
# 6 VERT. BARS
3 EA. FACE� EQUALLY SPACED
8 TOTAL
#4 -L" BAR PER WALL DETAILS CORNER OF PILASTER
(4 TOTAL)
10-X 8"X 16- BLOCK W/ #4 -L- BAR 0
EACH CORNER OF PILASTER 0 6"
WALL SEC11ON
FINISHED
LOT SIDE
Z
SEE WALL SECTIONS
GRADE
CL
FL
x
0
LLJ
Z
I=
v-- 1,0)
11�
0)
c
<
j
-4.
4
PER WALL SEC11ON
0
00
4
-#4 TIES 0 1 f O.C.
c)
f
z ui
A
0
W Q
(n (n
#4
J4'
4
j m
mm
8
T -T,
.1
<
4 EA. 1 Er No. 4 REBAR
LL-
W
m
4-1-
4,
A
WELD ED TO 6' SO. HSS
VA
0
L . 4
CORNER OF PILASTER
RED BRICK 0 PILASTERS
CLOSED END BLOCK AT EXPANE30N
STREET SIDE--"**'
(TYP. ALI4 STREET SIDE)
JOINT, TERMINATE BOND BEAM STEEL (TYPICAL)
I O'x 8"x 16' CONC. BLOCK W1
#4 BAR EACH ML
ui
WALL AND PILASTER
J.
N.T.S
2"
cn
777 7.
4 77
'
7
1
-r-�
Lu
P,
4
I ..
4, 4
00
04
TIES 0 12* O.C.
#6 VERT. BARS
3 EACH FACE
�4.
m
EQUALLY SPACED
NOTE:
Lq PRECAST COWMN BASE
8 TOTAL
C.3
NOT SHOWN FOR CLARITY
rF"**-N
COL UMN DE TA IL
Iff TH
ANCHOR
N. T. S.
exVxl /4!' SQUARE
r
HSS
14 BOND BEAMPIES 0 12- O.C.
I I I I
WOAV CMU BLOCKS
(SOLID GROUT, RUNNING BOND)
3/8- STEEL PLATE
WELDED TO TUBE
(GATE LOCATION ONLY)
8 EA. # 6 VERI BARS
— #4 TIES 0 1 f O.C. 11
3 5/8*x 2 1 IC0 5/8*
3-,C
SUNSET RED BRICK
#6 VERT. BARS, EQUALLY SPACED
-111--VATH
WHITE MORTAR
3 EA. FACE OF COLUMN (8 TOTAL)
SEC110N A
-A.
(RUNNING BOND)
#4 -L" BAR PER WALL DETAILS CORNER OF PILASTER
(4 TOTAL)
10-X 8"X 16- BLOCK W/ #4 -L- BAR 0
EACH CORNER OF PILASTER 0 6"
WALL SEC11ON
#4 BAR 0 9- O.C.
LOT SIDE
Z
SEE WALL SECTIONS
<
FL
W
0
Z
0
6*X 8"X 16* BLOCK
Z
I=
v-- 1,0)
11�
0)
c
<
j
PER WALL SEC11ON
0
00
BAR CONTINUOUS
c)
f
z ui
z
0
W Q
(n (n
#4
j m
PER WALL SECTIONS
LL-
z
0
on
C,4
n 1*
VA
I EA. #4 17 BAR EACH
1/2- EXPANSION JOINT WITH
CORNER OF PILASTER
RED BRICK 0 PILASTERS
CLOSED END BLOCK AT EXPANE30N
STREET SIDE--"**'
(TYP. ALI4 STREET SIDE)
JOINT, TERMINATE BOND BEAM STEEL (TYPICAL)
I O'x 8"x 16' CONC. BLOCK W1
#4 BAR EACH ML
PLAN SECTION AT
WALL AND PILASTER
— WALL SECTIONS 1
N.T.S
17L 101 m CON � ii q TT 10
PILASTER NOTES:
EACH PILASTER TO HAVE 1 EA. #4 *L7 BAR AT
EACH CORNER PER THE DETAIL SHOWN HEREIN.
EACH 1! BAR TO HAVE MIN. 6' HOOK LENGTH
AND ARE TO BE SET A MIN. OF 3" ABOVE THE
BOTTOM OF FOOTING.
ALL CONCRETE BLOCKS AT PILASTERS TO BE
SOLID GROUTED.
EXPANSION JOINTS AT PILASTERS TO BE HIDDEN
BEHIND BRICK VEENER ON STREET SIDE AND
10" BLOCK ON LOT SIDE
Know what's below.
Call before you dig.
1.4-7299 & 7300
CITY RECORDS NO:
I.- cr)
W <
=) —
0 z 00
0 W 14-
0
z LL- I
< —1
< -4-
uj
W 00
Z,
0 ch
C4 W
<
m
to
v- c*4
CO
to to
6
z
1 � I
m
>
CJ
w CM
3:
Z
<
FL
W
0
Z
0
0 ir
1111
r,=.,4
cz
11�
0)
c
<
j
c)
f
z ui
z
j m
Z
Lu
w CM
3:
101r (SEE ENTRY GATE DETAIL)
cl
ENTRY GATV
//�TRACT 7299-,,,/ /"_��(SEE SHEET 2)
C-4
V3
"In, 0 111 1110 111
111011
0
01
1
1"x 2 11,Cx 7 5/e
SUNSET RED VENEER
17H WHITE MORTAR
(SAILOR COURSE)
2 VC x 1" x 7 5/ir
SUNSET RED BRICK VENEER VATH
ANCHOR TIES TO CONCRETE BLOCKS
AND WHITE MORTAR (RUNNING BOND)
CONC. BLOCK
CMU COLUMN WITH
PRECAST COLUMN CAP
(SEE DETAIL 'Fa` ON SHL 2)
SE CONC. BIJOCK
(UPPER COUM)
SOLID 3 5/frx 2 11,Cx 7 51e
SUNSET RED BRICK HEADER
WITH VHTE MORTAR
ME
n0i
ME
am
ifflo
SOLID GROUT
#4*1.7 BAR 0 EA CORNER -V
3 5/Erx 2 1/ex 7 5/e
SUNSET RED BRICK VATH ANCHOR
71ES M GROUT (RUNNING BOND)
I
0-
W
ELEVA 77ONS OF CORNER WALLS
"� A A41NG AVENUE& HIGHGA 7E PAA
i '/ N. T. S.
W COW. BI.00K
(LOW COURSES)
6* CONC. BLOCK
(UPPER COURSES)
Ir CONC. BLOCK
(SEE WALL SECTION 5)
9' CONC. BLOCK
(LOWER COURSES)
3 511rx 2 1/4% 7 51r
SUNSET RED BRICK NTH
MOM TIES TO GROUT
(RUNNING BOND)
301-00
11
1- x 2 1/4! x 7 5/r RED BRICK VENEER
NTH ANCHOR TIES TO CONt BLOCK WALL
WTH WH17E GROUT (SAILOR COURSE)
3 511r x 2 I/rx 7 5/e
SUNSET RED BRICK VATH WITE MORTAR
ON 3 5/8' X 2 1/4-X 7 51ir
SUNSET RED BRICK VATH WHITE MORTAR
(ROWLOCK -DOUBLE ROW)
I
SOLID 3 5/ex 2 1/4% 7 511r
SUNSET RED BRICK HEADER
W11i WHITE MORTAR
MEMO
law
S -IC x S-4! CMU COLUMN WTH
PRECAST CI CAP
3 5/e x 7 511r x 2 1/r
RED BRICK NTH V1HI7E MORTAR
(ROILOCK-DOUBLE ROW)
A T MING A VE. & HIGHGA 7E PARK BL VD
M
FUTURE CNI,
DEVELOPEMENT
NOTE:
ALL DIMENSIONS RELATE TO THE
OUTSIDE FACE OF BRICK
1'x 2 11ex 7 5/8'
SUNSET RED VENEER
NIH WITE MORTAR
(SAILOR COURSE)
2 lle x 1" x 7 5/8*
SUNSET RED BRICK VENEER VAIH
MOM TIES TO CONCRETE BLOCKS
AND WITE MORTAR (RUNNING BOND)
3 51ar X 2 1/4! X 7 511r
SOLD RED BRICK CAP
WITH VHTE GROUT (HEADER)
ksI` N. T. S.
RED BRICK CAP WITH WHITE
3 5/8'x 7 51Wx 2 1/r
MORTAR ROWLOCK -DOUBLE R
SUNSET RED BRICK
fill of
(ROWLOCK -DOUBLE ROW)
PLANTER SIDE
SUNSET RED BRICK VENEER
3 5/8% 7 5/rx 1 1/4!
SUNSET RED BRICK
(SWIM COURSE)
#4 *1: BAR AT 48! O.C.
#5 CONT. BOND BEAM
(CENTERED IN WALL)
ENTRY
VARIES
MONUMENT ELEVATIONS IV TO 2V
1"x 2 11ex 7 5/8'
(20" MIN. LAP SPLICE)
16" SQUARE TRAVERTINE
SUNSET RED BRICK VENEER
SEALANT TO BE APPUED
(RUNNING BOND)
I/PLANTER GRADE
t,"'BY
WALL CONTRACTOR
(SEE WALL SECTION 8)
(SEE WALL SECTION 2) (2.67- C. TO C. TYP.)
DESCRIPTION
WEST ENTRY EAST ENTRY
#5 CONT. BOND BEAM
SEAIA T TO BE APPLIED
Lc"a
(AT MID HEIGHT)
BY WALL CONTRACTOR
SIDE
TC ELEV.
358.06'- 359.41' 358.05'- 359.36' -.--,LOT SIDE---'
6*x8*xl6m
CONCRETE BLOCK
FIRST COURSE TO CONSIST OF i;j
W
2%
,.,UNMORTARED HEAD JOINTS TO
LS ELEV. (A)
359.56'- 359.99' 359.50'- 359.96' 0:6
LANDSCAPE GRADE VARIES
ALLOW FOR DRAINAGE
lamp
<
VARIES * 1
b
(6- MIN. TO 1 S' MAX)
(66' FROM TOP) -*-N
*TOP FTG (A)
1Y TO & 3vt
359.00' 358.90' V_
(SEE WALL SECTION 7)
NONE NONE
m�
*TOP FTG (13)
All
EMISSION=
MOORE MONSOON@
MONSOON
ME% FINISHED GRADE
LS ELEV (13)
Is A .1 1
.A
360.65'- 359.21' 359.09'- 360.60' 2x A
I I 7vp
3*XYX3* CONCRETE BLOCK
CHAIRS SHALL BE USED TO
24t'
#4 *1! BAR AT 2e O.C.
Li
PLACE FOOTING REBAR
C>
*TOP OF FOOTING GRADES MINIMUM 6" BELOW LANDSCAPE GRADE
ca
(EXTEND TO 20" MIN. ABO'VE,,,
_00
WALL
SECTION 7
Wj
A
A at A Ap Alp
1'x 2 11ex 7 5/8'
SUNSET RED VENEER
NIH WITE MORTAR
(SAILOR COURSE)
2 lle x 1" x 7 5/8*
SUNSET RED BRICK VENEER VAIH
MOM TIES TO CONCRETE BLOCKS
AND WITE MORTAR (RUNNING BOND)
3 51ar X 2 1/4! X 7 511r
SOLD RED BRICK CAP
WITH VHTE GROUT (HEADER)
SECnOM
N. T. S.
WALL/IENTRY MONUMENT
INTERSECTION LOCATION
VARIES. SEE SHEET 8
FOR EXACT LOCATION.
CMU COLUMN NTH
PRECAST COLUMN CAP
(SEE DETAIL "I"' ON SHT. 2)
3 5/8*x 2 11ex 7 51e SOUD SUNSET
ksI` N. T. S.
RED BRICK CAP WITH WHITE
3 5/8'x 7 51Wx 2 1/r
MORTAR ROWLOCK -DOUBLE R
SUNSET RED BRICK
(ROWLOCK -DOUBLE ROW)
PLANTER SIDE
SUNSET RED BRICK VENEER
3 5/8% 7 5/rx 1 1/4!
SUNSET RED BRICK
(SWIM COURSE)
#4 *1: BAR AT 48! O.C.
#5 CONT. BOND BEAM
(CENTERED IN WALL)
ENTRY
VARIES
MONUMENT ELEVATIONS IV TO 2V
1"x 2 11ex 7 5/8'
(20" MIN. LAP SPLICE)
16" SQUARE TRAVERTINE
SUNSET RED BRICK VENEER
SEALANT TO BE APPUED
(RUNNING BOND)
I/PLANTER GRADE
t,"'BY
WALL CONTRACTOR
(SEE WALL SECTION 8)
(SEE WALL SECTION 2) (2.67- C. TO C. TYP.)
DESCRIPTION
WEST ENTRY EAST ENTRY
#5 CONT. BOND BEAM
SEAIA T TO BE APPLIED
Lc"a
(AT MID HEIGHT)
BY WALL CONTRACTOR
SIDE
TC ELEV.
358.06'- 359.41' 358.05'- 359.36' -.--,LOT SIDE---'
6*x8*xl6m
CONCRETE BLOCK
FIRST COURSE TO CONSIST OF i;j
W
2%
,.,UNMORTARED HEAD JOINTS TO
LS ELEV. (A)
359.56'- 359.99' 359.50'- 359.96' 0:6
LANDSCAPE GRADE VARIES
ALLOW FOR DRAINAGE
CD
<
VARIES * 1
b
(6- MIN. TO 1 S' MAX)
(66' FROM TOP) -*-N
*TOP FTG (A)
1Y TO & 3vt
359.00' 358.90' V_
(SEE WALL SECTION 7)
3 EA. #4 BAR 0 9
I &S. MK' V O.C.
STREET SIDE
cl>
*TOP FTG (13)
PLANTER
359.00' 358.90 %0
#4 BAR 0 V O.C.
ME% FINISHED GRADE
LS ELEV (13)
Is A .1 1
.A
360.65'- 359.21' 359.09'- 360.60' 2x A
I I 7vp
3*XYX3* CONCRETE BLOCK
CHAIRS SHALL BE USED TO
24t'
#4 *1! BAR AT 2e O.C.
Li
PLACE FOOTING REBAR
C>
*TOP OF FOOTING GRADES MINIMUM 6" BELOW LANDSCAPE GRADE
ca
(EXTEND TO 20" MIN. ABO'VE,,,
_00
WALL
SECTION 7
Wj
SECnOM
N. T. S.
WALL/IENTRY MONUMENT
INTERSECTION LOCATION
VARIES. SEE SHEET 8
FOR EXACT LOCATION.
CMU COLUMN NTH
PRECAST COLUMN CAP
(SEE DETAIL "I"' ON SHT. 2)
3 5/8*x 2 11ex 7 51e SOUD SUNSET
RED BRICK CAP WITH WHITE
MORTAR ROWLOCK -DOUBLE R
3 5/8!x 1 11ex 7 51e
SUNSET RED BRICK VENEER
(SOLDIER COURSE)
#5 CONT. BOND BEAM
(12- FROM THE TOP)
16" SQUARE TRAVERTINE
SEALANT TO BE APPUED
(SEE DETAIL "C" ON THIS SHEET) __—
t,"'BY
WALL CONTRACTOR
6"x ffx 16" CONCRETE BLOCK---
LANDSCAPE
<
Lc"a
PLANTER SIDE,_..�
SIDE
M
<
5
cn
#5 CONT. BOND BEAM
#4 "VERT" BAR AT 2e O.C.
CD
<
(66' FROM TOP) -*-N
(CENTERED IN WALL)
s
cl>
(48" MAX. SPACING)
(20' MIN. LAP SPUCE)
#4 *1! BAR AT 2e O.C.
C>
ca
(EXTEND TO 20" MIN. ABO'VE,,,
_00
Wj
TOP OF FOOTING)
I
cn
NEATLY GROUT CAVITY
._____GROUT SOLID ALL CAM11ES
PLANTER GRADE �Afl
FIRST COURSE TO CONSIST OF
UNMORTARED HEAD JOINTS TO
#5 CONT. BOND BEAM
ALLOW FOR DRAINAGE
M
(1 f ABOVE FTG)
VARIES
R
<
3 EA. 8*x8*xl6*
LS GRADE
CONCRETE BLOCK-,\
CN
6" MIN.
14! MAX
4 EA. #4 BAR 0 9� O.C.
AM,
#4 BAR 0 9* O.C.
t
31'
3*X3*X3* CONCRETE BLOCK
4
CHAIRS SHALL BE USED TO
33
PLACE FOOTING REBAR
WALL SECTION
8
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Call before you dig.
Lo
Lij
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BERRENDA MESA WATER DISTRICT U-1
M. K.C.W.A. 3 1/2- BRASS R E C H A R G E P 0 N D S
CAP MKD. LS 4258 FOR NX R E C H A R G E P 0 N D S
COR. SEC. 11, 30/26 ACT BOUNDARY c
- — - - — - - — - - — - - — - -
C INTERSECTION
STA. 31+45.16 C.L. MING AVE CL
STA. 40+69.59 C.L. HIGHGATE PARK qNT MING AVENUE
zv+uu
==LINE OF SIGHT = 650 -
WALL FOOT19MA&'0917 vs,
PER DOC#217066207 W,
FUTURE WALL
20
-- — nn- --i�i7tin— --2 -r— 9%0% — — --r— — — — — — — -z—_ —__ — -- — — - – — r—
I" %J,& -r
7,
EXXX. SCG H.P.
GAS PIPELINE
01
C2
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Wit- + +
m cn cn cn a. a m
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k1GHGATE PARK BLVD.
(SEE SHEET 8)
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
144
L/I yj.1 v I I I
MING AVENUE
(STA. 29+75.00 C.L. TO 42+00.00 C.L.)
SCALE: 1" = 50' HORIZONTAL
i
43+00
i I %J
—.T7�7:
04
WALL F001ING EASEMENT
PER FINAL MAP
:;ij I
j 8 1 16
�1: 17 1
c�l I -P 355.1 FIF 355.9 FIF 355J
C1
6
C1
04 TRA CT 7299
1*
28+50 29+00
W
D
z
W
z
30+00
PROPOSED ROADWAY
31+00 32+00 33+00 34+00 35+00 36+00 37+00
(STA. 28+96.43 WALL TO 42+00.00 WALL)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
R/W PA
25' LANDSCAPE LOT 129
6' MIN. BLOCK--,.
WALL
2% ED W-
2% MAX 2%
PROPOSED CURB FINISHI
& GUTTER
10,
MEANDERING TOE OF SLOPE
MULTI—PURPOSE TRAIL
(STA. 29+75.00 C.L TO 42+00.00 C.L.)
MING AVENUE
-10.
SCALE. 1 —
39+00
LINE TABLE
LINE
BEARING
DISTANCE
Li
N 89*24!26" W
39.60'
L2
N 0*35'3e E
6.00'
L3
N 8924!26" W
6.00'
L4
N 1 *OV21 m E
6.00'
L5
N 88*57'39" W
9.84!
L6
S 88*573V E
5.84!
L7
N 1 *02'21 * E
6.00'
L8
S 89*4655* E
6.00'
L9
N 013'05* E
6.00`
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28+50 29+00
W
D
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30+00
PROPOSED ROADWAY
31+00 32+00 33+00 34+00 35+00 36+00 37+00
(STA. 28+96.43 WALL TO 42+00.00 WALL)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
R/W PA
25' LANDSCAPE LOT 129
6' MIN. BLOCK--,.
WALL
2% ED W-
2% MAX 2%
PROPOSED CURB FINISHI
& GUTTER
10,
MEANDERING TOE OF SLOPE
MULTI—PURPOSE TRAIL
(STA. 29+75.00 C.L TO 42+00.00 C.L.)
MING AVENUE
-10.
SCALE. 1 —
39+00
LINE TABLE
LINE
BEARING
DISTANCE
Li
N 89*24!26" W
39.60'
L2
N 0*35'3e E
6.00'
L3
N 8924!26" W
6.00'
L4
N 1 *OV21 m E
6.00'
L5
N 88*57'39" W
9.84!
L6
S 88*573V E
5.84!
L7
N 1 *02'21 * E
6.00'
L8
S 89*4655* E
6.00'
L9
N 013'05* E
6.00`
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
ci
80.00,
80.02'
43.72'
5718'37"
C2
79.99-
88.87-
1 49.65-
1 63639'22" 1
40+00 41+00
LEGEND:
ABBREVIA11ONS
FL
FLOWLINE
CL
CENTERUNE
EG
EMSING GRADE
FG
FINISHED GRADE
GB
GRADE BREAK
LS
LANDSCAPE
ELEV ELEVATION
EC
END CURVE
BC
BEGIN CURVE
TC
TOP OFCURB
TW
TOP OF WALL
W1
WALL SEC11ON
PROPOSED WALL
EASTING WALL
2+00
UJ
z
I
-17
v
UIVIT 5
1 1
378
376
374
372
370
368
366
364
362
360
358
356
354
352
3-5-0
348
346
344
SCALE: 1 50'
50' 25' Os 50' 100'
I
SECTION LETTER
SECTION LINE
SHEET SECTION IS LOCATED
Know what's below.
Ca I I before you dig.
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raw
— — — — — — — — — — --.&. — =_ — 4 — — — —
MING AVENUE
-7 AL
+ _T50+00 51+00 52+00 53+d -O-
41+00 42100 43+00 44+00 45+00 46'06 1 47+00 48+00 49+00
0 T -T -T
20 19
1 FP 355.4 1 FP 355.5 1
378
376
374
372
37
368
366
364
362
360
358
356
354
352
350
348
346
344
WWI 1:)11*
I- I -
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MING AVENUE
(STA. 42+00.00 C.L. TO 53+05.62 C.L.)
SCALE: 1" = 50' HORIZONTAL
UjyfT 4
LEXST. MM WALL M
WCT 7= & 72.%
W -SIX WAIL R.M
(MWM 10/8/2DI5)
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Ld
D
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6
42+00
W1z
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PROPOSED ROADWAY
378
376
374
372
370 EnT. mom wALL m
WCT 71% & 7M
Off-STE WAM RMS
368 (Appw&D 10/8/2c"5)
366
364
362
360
3-5-8
356
354
352
350
348
3416 -
"AAA
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 53+50
(STA. 42+00.00 WALL TO 53+05.62 WALL)
SCALE: 1" = 50" HORIZONTAL
SCALE: 1" = 5' VERTICAL
R/W P/L
7# 25' LANDSCAPE LOT 12'
6' MIN. BLOC
WALL
2%
2% MAX 2%
M",
PROPOSED CURB
& GU TTER
10, TOE OF SLOPE
MEANDERING
MULTI-PURPOSE TRAIL
(STA. 42+00.00 QL TO 53+05.62 C.Q
MING A VENUE
AP -lop
SCALE.- 1 -
LEGEND:
ABBREMATIONS
FL FLOWUNE
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
EC END CURVE
BC BEGIN CURVE
TC TOP OF CURB
TW TOP OF WALL
W1 WALL SEC11ON
PROPOSED WALL
EXISTING WALL
ON LEM
SECTION LINE
SHEET SECTION IS LOCATED
SCALE.- 1 50
50' 25' ot 50' 100 9
Know what's below.
Call before you dig.
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PROPOSED ROADWAY
378
376
374
372
370 EnT. mom wALL m
WCT 71% & 7M
Off-STE WAM RMS
368 (Appw&D 10/8/2c"5)
366
364
362
360
3-5-8
356
354
352
350
348
3416 -
"AAA
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 53+50
(STA. 42+00.00 WALL TO 53+05.62 WALL)
SCALE: 1" = 50" HORIZONTAL
SCALE: 1" = 5' VERTICAL
R/W P/L
7# 25' LANDSCAPE LOT 12'
6' MIN. BLOC
WALL
2%
2% MAX 2%
M",
PROPOSED CURB
& GU TTER
10, TOE OF SLOPE
MEANDERING
MULTI-PURPOSE TRAIL
(STA. 42+00.00 QL TO 53+05.62 C.Q
MING A VENUE
AP -lop
SCALE.- 1 -
LEGEND:
ABBREMATIONS
FL FLOWUNE
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
EC END CURVE
BC BEGIN CURVE
TC TOP OF CURB
TW TOP OF WALL
W1 WALL SEC11ON
PROPOSED WALL
EXISTING WALL
ON LEM
SECTION LINE
SHEET SECTION IS LOCATED
SCALE.- 1 50
50' 25' ot 50' 100 9
Know what's below.
Call before you dig.
J1v
368
366
364
362
360
358
356
354
35
350
348
346
344
342
340
338
IV=
il"'UrURE
------- DEVEL OPMENr
- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - _77 7_7=7 7_ x
----------------- ---------- ----------
------------------------------------------------------- -------------- -------------
------ ----------------------------------------------- ------------
- --- -------------------------- ----------------------------- = ------------ ==_ -------------------------------------------------------------------- --------------------------------------
DD -0-D D --------- --------- - --
D It INTERSECTION
DRJLL - - - - - - - - - - - - - - - il - - - - - - - - - TRACT BOUNDARY STA. 25+0936 C.L. HIGHGATE PARK CNT
- - - - - - - - f7 -+M - - - - - - - - - - - - - - - - - - Tg+-W - - - - - - - - - - - - - -
STA. 10+00.00 C.L. HIGHGATE HEATH AVE U L
EC
+ ---------- ------------ - -
------------
5+N
r
------------ ---------------------- - ------- ---- ---------------------------
JSLAND ------------------- ------
%0;[5AI C11 00040 ------- e ---------------------------------- 25
SECONDARY PROPOSED FU11JRE CU
ge i-i -p- S )-CAL GAS PIPELINE
A'L - EX
(0914 Ln
000* .01 01 FIRE ACCESS a VIN EMERGENCY GUTTER FLOWUNE
00 - --- 01% ----------------- SEE SO -CAL GAYS NO
I / IN - I - -
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---- ----------- -------- ----------- ---- q1k LIMITS OF
------------------ --- _-fl ----------------- Pd*5 STR
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.01 f- _/ 16 STA. 17+96.63 C.L 53.5) RT. k -cn Irb PUBLIC STREETS
44e 9,; i L -------------- ------- ---------
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162"N w
- - - - - - - - - - - - - - -
- ------------------------
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Av
loop
S BEGIN CURVE
.C\ TA. 18+68.13 C.L. 53.50 RT
G -V P - 11 Ir - 2%
STA. 24+30-86 C.L. 53.50 RT.
10,0� 1 STA. 18+68.13 WALL
1 END WALL -BEGIN GATE
. \ �& *0 , N
.41 1 FP S A m (.0 WALL FOOTING
o FINAL MAP END CURVE -
WALL FOOTING 353.0 STA. 18+48.13 C.L. 53.50 RT. r Lb LOT All STA. 24+30.86 WALL
00000>olo EASEMENT PER FINAL3 2 STA. 18+48.13 WALL EASEMENT PER
,00 -
STA. 16+38.20 C.L. 53.50 RT.
MAP END CURVE , I
END PUBI I WALL
/A,
5 FP 353.0 STA. 16+38.20 WALL
It. I 1�_� 17 1 7 5TA. 24+64.36 C.L. 83.67 RT. SEE PRIVATE
C1
"�o 6
ov "Orr FP 352.4 FP 352.7 1 STA. 24+76.37 WALL WALL PLANS
FP 352.1 FP 353.1 FP 353.6
FIR 353.8
ov
'0 FP 353.6
FIR 351.7
8 7 rJU Cr 7300
7JU CT 7300
429 FIR 351.0 FP 351.4
HIGHGATE PARK BOULEVARD CL
r
80! P, BEGIN CURVE
UJVfr 3 Uivir I cx
STA. 11+92.04 C.L. 53.50 RT. UR
STA. 12+15.85 WALL r)Z4 Cr 7300 (STA. 10+00.76 C.L. TO 24+76.37 C'.L.)
SCALE: 1 50' HORIZONTAL
R/W PA
STk 11+66.72 C.L. 53.50 RT. UIVIT 8
qTA migns_,; WAH 9.5
/ / V., N LANDSCAPE
LOT 12',
13.5'
.01 CD I%r.4 n
10
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FP 351.4
4ar' FO
18
BEGIN WALL
STA. 10+00.76 C.L. 157.75 RT.
STA. 9+94.54 WALL
VARES
tio!
6' MIN -
W
x BLOC�_\ -
I (SEE WALL SECTION 4) ca WALL -
W
a
12" <
SEE WALL 0�
SEC11ON 6 ,,-LOT SIDE--' 0 GRAD -E
2% M kX. FINISHED PAD
LJNE TABLE
LINE
BEARING
DISTANCE
L1
N 24"2737" W
25.32'
L2
S 8901'29* W
1.08,
L3
S 43*01'29* W
16.03'
L4
S 1 *58'31 * E
1.08,
UOUTHERN CALIFOR141A OAS NOTF.5:
ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (NTH 3 FT. OF
UNDISTURBED SOIL) HORIZONTAL SEPARA11ON AND 18 IN. OF VERTICAL SEPARATION FROM THE
EXISTING 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS
THAN 3. OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE.
AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER
THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT
REMAIN STATIONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION
PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCT11ON IS TO TAKE PLACE WITHIN 10' OF THE
EXIS11NG TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE
x lo 0 Qrn Wn0v TA &I I nw DI ir 'n Ir Tn 4Zt%WIrnH1 Ir 4zTAKinny Twir r%miTo TnQ LAH4ZT Al 4Zn
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VAM zo, E-11 7
1.'r m &37' 6 2% MIN.
SEE WALL I PROPOSED CURB 2% MIN.
Za VARIES 4:11 MAX. FINISHED PAD
SEC11ON 5 PLANTER ig & GUTTER 4:1 MAX. ( 1 -111 -
ix TO FUTURE 5' WIDE
J7 3.7X FINISHED GRADE MEANDERING ME OF S E
SIDEWALK
17-5 1 1 1 1 1
SEE DETAIL C & D (STA. 10+00.76 C.L TO 24+64.36 C.L.)
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
949.00'
422.35'
214.73!
25*29'5e,
C2
95.
45.52
23.20'
27*27'07*
C3
12.00'
18.74!
11.89'
89*29'3e
GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION.
ON SHEET 7FOR
FP 351.8 MONUMENT DETAILS
rA N
MONUMENT SECTION
ATE PARK BLVD.
HIGHG
SCA LE: I -
"-lop
6
SCA L E.- 1 -
� 9+75 10+00 11+00 12+00
LEGEND:
ABBREVIA11ONS
FL FLOWLINE
CL CENTERUNE
EG EASING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
EC END CURVE
BC BEGIN CURVE
TC TOP OF CURB
TW TOP OF WALL
W1 WALL SECTION
PROPOSED WALL
DOSTING WALL
SECTION LEMR
SECTION LINE
SHEET SECTION IS LOCATED
13+00 14+00 15+00 16+00 17+00 18+00 19+00
(STA. 9+94.54 WALL TO 24+76.37 WALL)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
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LEGEND:
ABBREVIA11ONS
FL FLOWLINE
CL CENTERUNE
EG EASING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
EC END CURVE
BC BEGIN CURVE
TC TOP OF CURB
TW TOP OF WALL
W1 WALL SECTION
PROPOSED WALL
DOSTING WALL
SECTION LEMR
SECTION LINE
SHEET SECTION IS LOCATED
13+00 14+00 15+00 16+00 17+00 18+00 19+00
(STA. 9+94.54 WALL TO 24+76.37 WALL)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
cc
PILASTER PER
PLANS
METAL FRAME DOUBLE DOORS, SEE JAMB
DETAIL FOR CONSTRUCTION, PAINT DOOR
& JAMB TO MATCH WALL STUCCO.
rC N\ A CCESS GA TE ELEVA TION
��6� N. T S.
:1OST PER PLAN
'OP OF WALL
03. 0 M.B. W/ WASHERS (GALVANIZED)
EACH POST.
1- 3/4 0 M.B. W/
IERS (GALVANIZED) REQUIRED
'-0" FROM BOTTOM AS WELL
A CCESS GA 7F POS T CONNEC TION
N. TS.
21+00
22+00
23+00
8x8x16 PRECISION BLOCK
7/8" EXT. PLASTER OVER PER ELEVATIONS
4x4xl/4" TUBE COL. WITH 1/4" CAP ON
TOP OF TUBE; WELD & GRIND SMOOTH.
TUBE SHALL EXTEND INTO THE GROUND
MIN. 1/3 THE LENGTH (MIN. 24" FOR 6'
TALL POST)
HEAVY DUTY SPRING ACTIVATED
SELF-CLOSING HINGE @ EACH DOOR
GA. G.I. DECKING WELDED TO ANGLE
kME PRIME AND PAINT
5x1/8" STL. ANGLE FRAME PRIME
PAI NT
:'AIR HEAVY DUTY HINGES WELDED TO
kNNEL & ANGLE FRAME
- KI X/C7C>T C*A IAKA (zr)l 1 17-% r)HT
A CCESS GA TE A MB DE TA IL
N. TS.
24+00
370
368
366
364
362
360
58
356
354
352
350
348
346
344
342
340
338
25+00
SCALE: 1" = 50'
50' 25' IDS 50' 100'
Know what's below.
Call before you dig.
1.4-7299 & 7300
CITY RECORDS NO:
0)
0 z 0'-0
W
0
zu-
< -1
_j <,q -
W to
W 00
v -
W co
0 E to
0 U)
c*4 W_
m
v0A *
oo
(D Ile)
45
z
C3
co
z
J
LU
CL
C)
44--4
I
H:
z
>
J
0
0
P_
ix
CL
Uj
Cc
0
C)
Z
0
j
.j
Lq
now
PILASTER PER
PLANS
METAL FRAME DOUBLE DOORS, SEE JAMB
DETAIL FOR CONSTRUCTION, PAINT DOOR
& JAMB TO MATCH WALL STUCCO.
rC N\ A CCESS GA TE ELEVA TION
��6� N. T S.
:1OST PER PLAN
'OP OF WALL
03. 0 M.B. W/ WASHERS (GALVANIZED)
EACH POST.
1- 3/4 0 M.B. W/
IERS (GALVANIZED) REQUIRED
'-0" FROM BOTTOM AS WELL
A CCESS GA 7F POS T CONNEC TION
N. TS.
21+00
22+00
23+00
8x8x16 PRECISION BLOCK
7/8" EXT. PLASTER OVER PER ELEVATIONS
4x4xl/4" TUBE COL. WITH 1/4" CAP ON
TOP OF TUBE; WELD & GRIND SMOOTH.
TUBE SHALL EXTEND INTO THE GROUND
MIN. 1/3 THE LENGTH (MIN. 24" FOR 6'
TALL POST)
HEAVY DUTY SPRING ACTIVATED
SELF-CLOSING HINGE @ EACH DOOR
GA. G.I. DECKING WELDED TO ANGLE
kME PRIME AND PAINT
5x1/8" STL. ANGLE FRAME PRIME
PAI NT
:'AIR HEAVY DUTY HINGES WELDED TO
kNNEL & ANGLE FRAME
- KI X/C7C>T C*A IAKA (zr)l 1 17-% r)HT
A CCESS GA TE A MB DE TA IL
N. TS.
24+00
370
368
366
364
362
360
58
356
354
352
350
348
346
344
342
340
338
25+00
SCALE: 1" = 50'
50' 25' IDS 50' 100'
Know what's below.
Call before you dig.
1.4-7299 & 7300
CITY RECORDS NO:
0)
0 z 0'-0
W
0
zu-
< -1
_j <,q -
W to
W 00
v -
W co
0 E to
0 U)
c*4 W_
m
v0A *
oo
(D Ile)
45
z
C3
co
z
J
LU
CL
C)
44--4
I
H:
z
>
J
0
0
P_
ix
CL
Uj
Cc
0
C)
Z
0
j
.j
Lq
SEE SHEET 6 FOR
CON11NUAlION OF
PUBLIC WALL PLANS
LLULNU*
ABBREVIA11ONS
FL, FLOWJNE
CL CENTERLINE
EG EXISTING GRADE
FIG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
EC END CURVE
BC BEGIN CURVE
TIC TOP OF CURB
TW TOP OF WALL
W1 WALL SEC11ON
PROPOSED WALL
EXISTING WALL
SECTION LETTER
SECTION LINE
SHEET SECTION IS LOCATED
k
r
WALL SEc-nON 4)
SEE WALL
SECTION 6
LINE
BEARING
DISTANCE
L1
S 413'11" W
1.08'
L2
T.
16.03'
Lq
S 85'46'49" E
1.08'
L4
S 88*57'39' E
5
C3
0
�
�, LOT SIDE -' -co
3914!2e
VARIES
UJI
2
1
1.7' TO &3't
;0
SEE WALL
17.W
I -x 2 1/4 7 5/e
.1
SEC11ON 5---,, PLANTER]
to
%0
-1
C4
SEE DETAIL C & D
THIS SHEET FOR
MONUMENT DETAILS
SEC77ON
N. T S.
Uj
CL
.31V
368
366
364
3 2
360
358
356
354
352
350
348
346
344
342
7 A A
SCALE 1 50' HORIZONTAL
F
<
CL
Uj F
CL
25+00 26+00 27+00 28+00 29+00 30+00 31+00
(STA. 25+42.35 WALL TO 34+16.06 WALL)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
32+00
%)IV
368
366
364
�.Jj Tw.
36-22
36-0-
358
356
354
3-5-2
350
348
346
344
342
A
34+0034+25
SEE SHEET 8 FOR
CON11NUAION OF
PUBLIC WALL PLANS
TjV CT 7299
LJNE TABLE
LINE
BEARING
DISTANCE
L1
S 413'11" W
1.08'
L2
I S 40046'49" E
16.03'
L3
S 85'46'49" E
1.08'
L4
S 88*57'39' E
9.47'
1 -
C3
1115.00'
78.76 1
40.99'
3914!2e
ROWLOCK (DOUBLE ROW)
c
17.W
I -x 2 1/4 7 5/e
12" GOLD STAINLESS STEEL
SUNSET RED BRICK
(SOLDIER COURSE)
LETTERS 97H DEVELOPEMENT NAME
(HOMM TEXT)
PRECAST COLUMN CAP
SOLID GROUT
21
#4 *L! BAR 0 EA CORNER
L
(SEE WML SECTION 6)
3 511r x 2 114 7 5/r7"
v__
-HiH
3 5/8-X 2 1/4-X 7 5/r
SCALE: 1 50'
SUNSET RED BRICK NTH WHTE MORTAR
Mal
E
SUNSET RED BRICK NTH
imago
ON 3 5/1r X 2 1/4*X 7 5/Er
SUNSET RED BRICK YATH VHTE MORTAR
no
HIGHGATE
mm"9
VMITE MORTAR (SOLM COURSE)
(ROWLOCK -DOUBLE ROW)
M_
M
16" SO. TRAVERTINE
2! -Cr x 2!-e CMU MOM
W11H PRECAST COLUMN CAP
0 SCIL
3 5/rx 2 1/4 7 5/8'
SUNSET RED BRICK
3 5/8'x 2 1/4!x 7 511Wr
—NTH WHIM MORTAR
SUNSET' RED BRICK VATH MOM
I . I ... I ... .............. ....... If ........
(ROVILOCK-DOUBLE ROW)
TIES TO, GROUT (RUNNING BOND) 6' CONC, BLOCK
111111 lit I I III I III IIIIIIIIIIIIII IIIIIII If
(SEE WALL SEC71ON 5)
3 5/8' x 2 lle x 7 5111! NOTE:
to
I
M I M 11J11111111111 1111111 it I . I .
I I I I
3 5/8-X 1 1/4-X 7 5/1r
—SUNSET RED BRICK WITH
RED BRICK W17H WHITE MORTAR ALL DIMENSIONS RELATE TO THE
WNW MORTAR (SOLDIER COURSE)
I' x 2 Ilex 7 5/1r
SUNSET RED BRICK NTH
(RON.00K-DOUBLE R" OUTSIDE FACE OF BRICK
3 51ex 2 11,Cx 7 5 Ir
ANCHOR TIES M GROUT
SUNSET RED BRICK A�
V
(RUNNING BW)
n
SIGNAGE INSTALLATION REQUIREMENTS.-
VHTE MORTAR (RUNNING BOND)
STAINLESS STEEL WALL ANCHORS (1/ex
2 1/21 MIN. MOUNTED TOP &
rF� TWICAL EN7RY MONUMENT AT HIGHGA7E PARK BLVD & HIGHGA7E HEATH AVENUE-
BOTTOM EVERY 6 WES RJJSH TO WALL W17H EPDXY & SHALL HAVE NO
VOIDS BETWEEN 904AGE & WALL
Know what'sbelow.
k,,.7� N. TS.
EN7RY MONUMENTS 0
Call
before dig.
AN
HIGHGA TE PARK BL VD.
& HIGHGA TE HEA TH A VE.
you
N. TS.
I=-
VA
I
GRADE
MENFIRM.,im
MENEM-:
N
E
IEEE"
MENEEMENEENEIr"
:E SAEE-,
25+00 26+00 27+00 28+00 29+00 30+00 31+00
(STA. 25+42.35 WALL TO 34+16.06 WALL)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
32+00
%)IV
368
366
364
�.Jj Tw.
36-22
36-0-
358
356
354
3-5-2
350
348
346
344
342
A
34+0034+25
SEE SHEET 8 FOR
CON11NUAION OF
PUBLIC WALL PLANS
TjV CT 7299
LJNE TABLE
LINE
BEARING
DISTANCE
L1
S 413'11" W
1.08'
L2
I S 40046'49" E
16.03'
L3
S 85'46'49" E
1.08'
L4
S 88*57'39' E
9.47'
1 -
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
12.00'
1&74!
11.89'
89*29'34"
C2
95.W
46.5f
23.26
277211"Ol"
C3
1115.00'
78.76 1
40.99'
3914!2e
EASEMENT LEGEND:
20" WDE CITY OF BAKERSFIELD FEE PARCEL PER BK.
6155, PG. 933 O.R.
C.L. 1V WDE PG&E EASEMENT PER DOC. NO.
0208089237 O.R.
15' WDE PG&E GAS PIPELINE EASEMENT PER BK.
A 3697, 666 O.R. QUITCLAIM DED PER DOC. NO.
0200089565 O.R. INTEREST OF PG&E WAS CONVEYED
TO SACRAMENTO MUNICIPAL U11UTY DISTRICT.
A4 50' WDE PG&E PIPELINE EASEMENT PER DOC. NO.
0203148941 O.R.
20' WDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE
EASEMENT PER B.K. 5738, PG. 2035 O.R.
R/W PA
9.5'
LANDSCAPE
13.5' 1 LOT 12
FINISHED PAD
PROPOSED CURB (2%' MIN. (2% MIN.
& GUTTER 4:1 MAX 5' WIDE 4:1 MAX. FINISHED PAD
MEANDERING
SIDEWALK TOE OF SLOPE
(STA. 25+54.36 C.I. TO 34+84.63 C.L)
B HIGHGA TE PARK BLVD.
SCALE.- 1
6' MIN.,
M BLOCK
LIJ WALL
2*
2% MAX
3 5/1rx 2 1/4 7 5/e SUNSET RED BRICK
FINISHED PAD
PROPOSED CURB (2%' MIN. (2% MIN.
& GUTTER 4:1 MAX 5' WIDE 4:1 MAX. FINISHED PAD
MEANDERING
SIDEWALK TOE OF SLOPE
(STA. 25+54.36 C.I. TO 34+84.63 C.L)
B HIGHGA TE PARK BLVD.
SCALE.- 1
3 5/1rx 2 1/4 7 5/e SUNSET RED BRICK
ROWLOCK (DOUBLE ROW)
c
17.W
I -x 2 1/4 7 5/e
12" GOLD STAINLESS STEEL
SUNSET RED BRICK
(SOLDIER COURSE)
LETTERS 97H DEVELOPEMENT NAME
(HOMM TEXT)
PRECAST COLUMN CAP
SOLID GROUT
#4 *L! BAR 0 EA CORNER
L
(SEE WML SECTION 6)
3 511r x 2 114 7 5/r7"
v__
-HiH
3 5/8-X 2 1/4-X 7 5/r
SCALE: 1 50'
SUNSET RED BRICK NTH WHTE MORTAR
SUNSET RED BRICK NTH
50' 25' CIS 50' 100 91
ON 3 5/1r X 2 1/4*X 7 5/Er
SUNSET RED BRICK YATH VHTE MORTAR
HIGHGATE
VMITE MORTAR (SOLM COURSE)
(ROWLOCK -DOUBLE ROW)
co
16" SO. TRAVERTINE
2! -Cr x 2!-e CMU MOM
W11H PRECAST COLUMN CAP
0 SCIL
3 5/rx 2 1/4 7 5/8'
SUNSET RED BRICK
3 5/8'x 2 1/4!x 7 511Wr
—NTH WHIM MORTAR
SUNSET' RED BRICK VATH MOM
I . I ... I ... .............. ....... If ........
(ROVILOCK-DOUBLE ROW)
TIES TO, GROUT (RUNNING BOND) 6' CONC, BLOCK
111111 lit I I III I III IIIIIIIIIIIIII IIIIIII If
(SEE WALL SEC71ON 5)
3 5/8' x 2 lle x 7 5111! NOTE:
to
I
M I M 11J11111111111 1111111 it I . I .
I I I I
3 5/8-X 1 1/4-X 7 5/1r
—SUNSET RED BRICK WITH
RED BRICK W17H WHITE MORTAR ALL DIMENSIONS RELATE TO THE
WNW MORTAR (SOLDIER COURSE)
I' x 2 Ilex 7 5/1r
SUNSET RED BRICK NTH
(RON.00K-DOUBLE R" OUTSIDE FACE OF BRICK
3 51ex 2 11,Cx 7 5 Ir
ANCHOR TIES M GROUT
SUNSET RED BRICK A�
V
(RUNNING BW)
SIGNAGE INSTALLATION REQUIREMENTS.-
VHTE MORTAR (RUNNING BOND)
STAINLESS STEEL WALL ANCHORS (1/ex
2 1/21 MIN. MOUNTED TOP &
rF� TWICAL EN7RY MONUMENT AT HIGHGA7E PARK BLVD & HIGHGA7E HEATH AVENUE-
BOTTOM EVERY 6 WES RJJSH TO WALL W17H EPDXY & SHALL HAVE NO
VOIDS BETWEEN 904AGE & WALL
Know what'sbelow.
k,,.7� N. TS.
EN7RY MONUMENTS 0
Call
before dig.
HIGHGA TE PARK BL VD.
& HIGHGA TE HEA TH A VE.
you
N. TS.
LINE TABLE
LINE
BEARING
DISTANCE
TANGENT
N 88&57'39* W
9.47'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
115.00"
78.76'
40.99'
39*14!24!
C2
115.00"
T 100.36'—T
-53.6S
T 50*00'05
EASEMENT LEGEND:
A 20' VADE CITY OF BAKERSFIELD FEE PARCEL PER BK.
6155, PG. 933 O.R.
C.L. 10' IMDE PG&E EASEMENT PER DOC. NO.
0208089237 O.R.
16 WDE PG&E GAS PIPELINE EASEMENT PER BK.
3697, 666 O.R. QUITCLAIM DEED PER DOC. NO.
0200089565 O.R. INTEREST OF PG&E WAS CONVEYED
TO SACRAMENTO MUNICIPAL UTILITY DISTRICT.
50' WDE PG&E PIPELINE EASEMENT PER DOC. NO.
0203148941 O.R.
20! IMDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE
EASEMENT PER B.K. 5738, PG. 20-35 O.R.
2' WIDE FOOTING EASEMENT
PER C.O.B. DOC.#217066207
PA R/W
7.5'
LANDSCAPE VARIES
2 LOT 16,51 To
6' MIN.
BLOCK
WALL
2% 2% MAX
10' WIDE
rAK1nC'01K1P_
SIDEWALK PROPOSED CURB
& GU TTER
TOE OF SLOPE
(STA. 35+28.04 C.L TO 39+16.56 C.L)
rA"**NN HIGHGA TE PARK BLVD.
SCALE: 1
R/W PA
9 5*
VARIES LANDS*CAPE
10.5' TO 13.5' - I LOT 2'1
6' MIN.
BLOCK
WALL
ck:
0 _41'> - GRAD
2% MAX. 2%
5' WIDE
PROPOSED CURB MEANDERING
& GU TTER SIDEWALK
TOE OF SLOPE
(STA. 35+31.42 C.L TO 39+16.56 C.L)
HIGHGA TE PARK BLVD.
SCALE. 1
HIGHGATE PARK CNT
STA. 10+00-00 C.L.
PEMBERLEY CNT
EXST. 24! 14.P.
SEE SHEET 7 FOR
PUBLIC WALL PLAN
CONTINUATION/
7JZ4 Cr 7300
U,Vj7, j 16
372
370
3 8
366
364
362
360
358
356
354
352
350
348
346
344
7Af)
a W W1.r 0 'No- r W wow
UJ WTI 4 6
UlflUn�ATC DADW OnHi MXIADrl
-A
(STA. 34+29.63 C.L. TO 40+69.59 C.L.)
SCALE: 1" = 50' HORIZONTAL
Uj
m
34+00
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
7 A f)
35+00 36+00 37+00 38+00
(STA. 34+27.68 WEST WALL TO 39+16.56 WEST WALL)
SCALE: 1 " = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
GRADEBREAK
LS
LANDSCAPE
ELEV ELEVATION
W', mm''
N,
m�
mm'm,
TC
N,
0-
N�
a
N'
E.
PROPOSED WALL
DOSTING WALL
SECTION LEMR
SECflON LINE
SHM-r SECTION IS LOCATO
m m
mu. I m
0 3
m 9. 11 M_m..
1�9.
1.1
m 1. I m".
Im.
Rm.
I m
I
El,
Imp.'m
W-1
-SO.
,
IRE
I
im�im
-a
L
IEEE
I
MEN
iml
I MINE101
I E-INE101
101
1011
on
in
I IN
11MIN110111-1011m
I El
I ON
I Nis
I IN
1011
1011
on
NEI
I IN I I on
IN I
IN
im
Mill
I
1FAME101101
I
11101IM111,1011111001m,
ii0111001m
NIMES
m
im
11milmlim
ff "0
M -E!
MEIN
Emm,
EXIS�ING
34--''',
I
GAS P11
NEW
U��mlmmmllm
I-.
34+00
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
7 A f)
35+00 36+00 37+00 38+00
(STA. 34+27.68 WEST WALL TO 39+16.56 WEST WALL)
SCALE: 1 " = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
34+25 35+00
36+00
37+00
(STA. 34+43.19 EAST WALL TO 39+16.56 EAST WALL)
SCALE 1 0 = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
38+00
39+00
372
370
368
366
364
362
360
358
356
354
3-5-2
350
34188
346
344
342
372
370
368
366
364
362
360
358
356
lr%A
352
350
348
346
344
342
R
*4
�j ;3)
0 0;
+ +
40+00 V)
_J
T-41- it
01
MING AVIENUE
(SEE SHEET 4)
PG&E GAS NOTES:
CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCWDING INITIAL DAY OF
CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCWDING ALL
NON—UTIUTIES BEFORE YOU DIG, GRADE, OR EXCAVATE.
ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (NTH 3 FT. OF
UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE
EXIS11NG 34" PACIFIC GAS & ELECTRIC TRANSMISSION UNE. ADDITIONALLY, NO I ESS THAN 72"
OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME.
AT NO 11ME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER
THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT
REMAIN STA11ONARY OVER THE PIPEUNE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON
STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION
UNE.
LEGEND.
ABBREVIA11ONS SCALE: 1 3-1 = 500
FL FLOWLINE
CL CENTERLINE 50' 25' 00 50' 100,
EG COSTING GRADE . . . . . .........
FG FINISHED GRADE Niiii� %
GB
GRADEBREAK
LS
LANDSCAPE
ELEV ELEVATION
W', mm''
N,
m�
mm'm,
TC
N,
0-
N�
m_
N'
E.
PROPOSED WALL
DOSTING WALL
SECTION LEMR
SECflON LINE
SHM-r SECTION IS LOCATO
I
El,
Imp.'m
W-1
-SO.
-a
1FAME101101
im
11milmlim
U��mlmmmllm
I-.
I
m
MEN
F.-Immm
L
TING W��PG&E
GAS PI?,__
OEU NE
34+25 35+00
36+00
37+00
(STA. 34+43.19 EAST WALL TO 39+16.56 EAST WALL)
SCALE 1 0 = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
38+00
39+00
372
370
368
366
364
362
360
358
356
354
3-5-2
350
34188
346
344
342
372
370
368
366
364
362
360
358
356
lr%A
352
350
348
346
344
342
R
*4
�j ;3)
0 0;
+ +
40+00 V)
_J
T-41- it
01
MING AVIENUE
(SEE SHEET 4)
PG&E GAS NOTES:
CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCWDING INITIAL DAY OF
CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCWDING ALL
NON—UTIUTIES BEFORE YOU DIG, GRADE, OR EXCAVATE.
ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (NTH 3 FT. OF
UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE
EXIS11NG 34" PACIFIC GAS & ELECTRIC TRANSMISSION UNE. ADDITIONALLY, NO I ESS THAN 72"
OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME.
AT NO 11ME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER
THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT
REMAIN STA11ONARY OVER THE PIPEUNE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON
STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION
UNE.
LEGEND.
ABBREVIA11ONS SCALE: 1 3-1 = 500
FL FLOWLINE
CL CENTERLINE 50' 25' 00 50' 100,
EG COSTING GRADE . . . . . .........
FG FINISHED GRADE Niiii� %
GB
GRADEBREAK
LS
LANDSCAPE
ELEV ELEVATION
EC
END CURVE
BC
BEGIN CURVE
TC
TOP OF CURB
TW
TOP OF WALL
W1
WALL SECTION
PROPOSED WALL
DOSTING WALL
SECTION LEMR
SECflON LINE
SHM-r SECTION IS LOCATO
Know what's below.
Ca I I before you dig.