HomeMy WebLinkAbout1.4-6543 Phases 1 & 2 Record DrawingMASONRY WALL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF
THE UNIFORM BUILDING CODE, CURRENT EDITION, C.O.B. STANDARDS AND SPECIFICATIONS.
2. CONCRETE SHALL CONFORM TO THE FOLLOWING:
CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150
AGGREGATE: ASTM C-33, 1 1/2" MAXIMUM
WATER: CLEAN AND DRINKABLE
MINIMUM ULTIMATE COMPRESSIVE STRENGTH - CLASS "B" CONCRETE (28 DAYS): 2500 PSI
MAXIMUM SLUMP: 4 INCHES
MINIMUM CEMENT CONTENT: 5 SACKS PER CUBIC YARD
MAXIMUM WATER CONTENT: 7.5 GALLONS PER SACK CEMENT
ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER
3. REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING:
SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 40. CONTINUOUS
BAR LENGTH:
CONCRETE FOOTING: 30 BAR DIAMETER
BLOCK WALL: 40 BAR DIAMETER
4. FOUNDATION SHALL CONFORM TO THE FOLLOWING:
SOIL TYPE: SILTY SAND
FOR ALLOWABLE SOIL BEARING VALUES REFER TO SOIL BEARING SCHEDULE OR THE SOILS REPORT, AS PROVIDED
FOOTING SHALL BE PLACED ONLY ON FIRM BEARING AND NOT ON LOOSE SOIL OR
ON UNCOMPACTED FILL.
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM RELATIVE DENSITY AS
DETERMINED BY ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF
FOOTING.
5. MASONRY UNITS SHALL CONFORM TO THE FOLLOWING:
HOLLOW CONCRETE UNITS- ASTM C-90, GRADE "N", GROUTED SOLID
ULTIMATE COMPRESSIVE STRENGTH: 1500 PSI
MORTAR: TYPE "S" - 1200 PSI ® 7 DAYS & 1800 PSI ® 28 DAYS.
GROUT: COARSE GROUT 1500 Poi w , JAYS & 2500 PSI ® 28 DAYS.
CONCRETE BLOCKS: MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION
GROUT ALL CAVITIES TO 24" ABOVE ; IIGHEST GRADE. GROUT SOLID ALL CELLS WITH REBAR.
GROAT ALL CELLS WITH VERT':'AL REBAR TO TOP OF WALL. LOWER 3 COUPSFS ARE TO BE
ALLOW0 TO CURE FOR .' FULL DAYS AFTER GROUTING & PRIOR TO PLACING OR SETTING ADDITIONAL
BLOCK COURSE THEREON.
STANDARD PARKWAY WALLS (WALL DETAIL A & B )
SIZE. 6"x8"x16" & 8"x8"x16"
COLOR: GREY
TYPE: SMOOTH FACE MORTAR JOINT
PATTERN: RUNNING BOND
CAP. "4"x12" PRECISION BLOCK WALL CAP
FINISH: SMOOTH FINISH STUCCO (COLOR TO BE DETERMINED BY DEVELOPER
6. PILASTERS TO BE CONSTRUCTED OF 4ATERIALS & PATTERNS AS SHOWN ON
DETAILS ON SHEET 1.
7. CONTRACTOR SHALL ADJUST TRENCH DEPTH TO ENSURE THAT THERE IS SIX
NCHES (6") MINIMUM COVER OVER FOOTING.
8. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. THE
CONTRACTOR SHALL FAMILIARIZE HIMSELF WIT'•i THE APPL'C'ABLE ORDINANCES,
CODES AND REGULATIONS GOVERNING THIS TYPE OF CONSTRUCTION.
9. SAFETY REGULATION:
CALIFORNIA ADMIN. COD-, TITLE 8, GENERAL SAFETY ORDERS (CAL OSHA) IS
APPLICABLE TO -HE CONSTRUCTION OF THIS PROJECT AND PROVISIONS THEREOF
MUST BE FOLLOWED.
10. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT
(661) 326-3049 AND PARKS DEPARTMENT (661) 326-3117 SHALL BE GIVEN 24 HOURS NOTICE.
11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING 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, REAS .R ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK CN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGL,3ENCE OF THE OWNER OR ENGINEER.
12. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE
RESPONSIBLE FOR ILL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE
MUST BE NOTIFIED JF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS
SHOWN BY THESE DRAWINGS.
13. CONTRA TOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED 9Y C.O.B.
BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT.
14. WATERPROOF SURFACE WITH 1/4" THICK ASPHALTIC WATERPROOF COATING OR
APPROVED EQUAL AS PER \.,.TY STD. NO. L-8. COAT ONLY THAT PORTION FROM
FINISH GRADE TO FOOTING. ALL OTHER SURFACES ABOVE GROUND LEVEL SHALL
BE SEALED WITH A CLEAR COAT SEALER SUCH AS "AQUA SEAL" OR APPROVED EQUAL.
'5. COMPACTION TES -S SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE
NUMBER AND LO(AIION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY
ENGINEER AND/O 2 BUILDING INSPECTOR.
16. HEIGHT OF WALL SHALL BE 6'-0" (MINIMUM) AS MEASURED FROM GROUND AT
HIGHEST SIDE OF WALL, UNLESS NOTED OTHERWISE 01 " LANS.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING THE AREA
ALONG THE WALL LINE.
18. BACKFILL BEF,IND WALL SHALL BE THE RESPONSIBILITY OF THE CONTR,,CTOR.
19. LOCATE VERTICAL CONTROL JOINTS IN FOUNDATIONS AND WALLS AT STEPS IN
FOUNDATIONS & AT PILASTERS. EXPANSION JOINTS SHALL BE CC`'STRUCTED AT 48 FT.
MAXIMUM INTdRVALS IN ALL WALLS. MINIMIZE CUTTING OF MASONRY UNITS.
I CONTROL JCINTS SHALL BE PLUMB AND OF THE SAME THICKNESS AS THE
vTH =R MOR", 4R JOINTS. CONTROL JOINTS IN FOUNDATIONS SHALL BE PLACED TO
'C' •E WITH CONTROL JOINTS IN WA_ LS. r LL JOINTS ARE TO BE 3/8" MINIMUM
kl ri NNE VOID OF MORTAR, AND GROUT ,:RvM TOP OF FOOTING TO TOP OF WALL.
20, CONTRAC" OR S TALL OBTAIN A COPY Or UTILIT( COMPOSITE AT THE OFFICE OF
1-,'7 ENGIAEE' ;'RIOR TO COMMENCING WORK.
21. FOOTINGS SHAL'_ NOT EXCEED THE WID7 I SHOWN ON THE PLANS BY MOR: THAN
TU) (2 INCHES. ANY FORM WORK NECESSARY TO MAINTAIN THIS FOOTING
`.',i ",H SHALL EX i 7 4D BELOW TH - FINISHED TOP OF GRADE AT LEAST SIXTEEN (16)
iNCHEt,, OR THE DEPTH OF r'OOTING, WHICHEVER IS MORE.
22, CONTRACTOr', SHALT. MINIMIZE DAMAGE TO EXISTING LANDSCAPING AND OTHER
IMPROVEMENTS. ANY LANDSCAPING, IRRIGATION FACILITIES, SIDEWALK, CURB
,lD GUTTER, UTILITIES OR OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION
S• Al' . BE F=°AIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE
23. ACTUAL NUMBER OF COURSL,) MAY VARY FROM NUMBER GF COURSES SHOWN
'-EMATICALLY HEREON.
24. -LOCKS A lD 3RICKS SHALT 3E SET ON C"ADE, TRUE, PLUMB AND STRAIGHT. CURVES
HALL BE LAID DUT ON NO -REATER THAN F -FOOT CHORDS. VERTICAL AND
HORIZONTAL MORTAR JOINTS iHALL BF 1 "^, 1/8". ALL REINFORCING STEEL SHALL
BE TIED FIRMLY IN PLACE PRIJR TO PLACEMENT OF BLOGX. OPEN END BLOCK WILL
BE ALLOWED IN GROUTED CELLS ONLY. NO B('OKEN BLOCK WILL BE ALLOWED. ALT__
CONSTF,UCTION ')F NCN-MODULAR PIECES SHALL BE DONE WITH SAWCUTS.
25. ALL PROPER SAFETY Pr'ECAUTIONS, INCLUDING SHORING AND BRACING OF WALL,
SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL
HEIG'-T GROUTING MEIriOD .S USED.
26. BLOCK SHALL NOT BE LAID AT SUCH A RATE TO CAUSE DEFORMATION OF LOWER
M )RTAR COURSES.
27. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF
UBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW
AND APPROVAL PURSUANT TO B,AC SECTION 17.60 110 (N). ONE COPY OF THE SIGN
PLAN SHALL ALSO SUBMITTED TO THE PARKS DIVISION 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 PU?i IC `YORKS DIRECTOR DOES NOT INCLUDE APPROVAL ON ANY SIGNAGE.
28 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 RIGHT OF WAY
AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO INSSUR�. 1iCE OF A PERMIT.
29. THE CONTRACTJR SHALL REMOVE/OR RELOCATE ALL OBSTACLES WITHIN THE STREET
RIGHT OF WAY AS DIRECTED by THE CITY ENGINEER.
:,0. UNDERGROUND SEERVICES ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING
DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600
CITY OF BAKERSFIELD COUNTY OF KERN CALIFORNIA
TRACT NO. 654w,.) -PHASES 1 & 2
MASONRY WALL COr STRUCTION PLANS
B.in Mas wl N4 Q 48.In o/c 4"X12" PRECISION BLOCK WALL CAP
6"X8"X16"
NOTES Blocks
1. Concrete masonry grade
N units, medium weigh)
2. Grade 40 re -bar
3. Soil bearing: 2000 psf
after 12" s2^rification & s -s'
re -compaction (pad grading) 7-4'
4: Footing: Class B concrete
3 - No.S bar continuous
5. Fc = 2500 psi MAX. 32 in. O.C.
6. Grout all cells containing a
rebar horizontal & vertical
Lap steel 30 dia (15 in.�
6" COVER
Ar
AX.
ETAIN IF
See Below
O OMIT HEAD JOINT
EVERY 4/' MIN
Designer select FIRST COURSE W/
all horiz. reinf. I ad
s" V-2" FOUNDATION POUR
See Appendix A No.4 lateral bar @ 24 in
O.C., tie to stem &
longitudinal bars
No.4 stem @ 48 in. O.C,
Bend into footing �- v
L„ ,� 2 - No. 4 longitudinal
6" continuous @ middle
STANDARD PARKWAY WALL
NON -RETAINING
6.1n Mas w! *4 C 48.in o/c
CENTERED, GROUT
STEEL CELLS
Blocks
A4 Rebar O 48" t
Lap steel 30 dia (15 in.)\
Cold joint (1* lift) \
8.in Mas w/ #5 @ 24.1n o/c
I' min.) Solid GrmA,-\
Extent 24' (8 in. block)
Blocks 6"
Blocks
Lap steel 30 dia (250)
a'
No.5 stem Q 24 in. O.C.
Bend into footing
3 - No.5 bar continuous
MAX. 32 in. O.C.
s_(r
Mortar cap recess
N.T.S.
10'-'
3 - No. 4 longitudinal , 2' RET. &'BELOW ELIMINATE 1
continuous as shown TOP BAR 0 EXTENST10N
2:3/4" No.4 lateral bar*_ 24 in
O.C., tie to stem &
longitudinal bars
i
OMIT HE HEAD JOINT
3" 3• FIRST COURSE W/
�--,f �-- FOUNDATION POUR
3 - No. 4 longitudinal
Designer select continuous as shown
all honz. reinf.6" IL 7-3
40.
See Appendix A
r -a^ I NOTES
STANDARD PARKWAY WALL
3 2 8,209 a.
4 6,960 s.f. 6,960 s.f.
6,933 s.f.
6 6,95' s.f.
/ 1 6,953 s.f.
460 1111111,111IN
%' 10 2
7
5 6
G
P� 8
4
4
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2 9
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b -7 10 STIR
0
� 1,859 s.f.
'10 °` 10
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3/8' CONT. VERT.
--------------------I-------------------
CHRISTMAS
----------------CHRISTMAS TREE LANE
LIST OF ESTIMATED MATERIALS
QUANTITIES
ITEM PHASE 1 PHASE 2
STANDARD PARKWAY NON -RETAINING WALL A 128 L.F. 67 L.F.
STANDARD PARKWAY RETAINING WALL M'13 494 L.F. 226 L.F.
IOE�NTBAR LEGEND OF ABBREVIATIONS
T.F. = TOP OF FOOTING
T.W. = TOP OF WALL
�-- CUT ALTERNATE-IORIZ.
1.
Concrete masonry grade
CHRISTMAS TREE LANE
N units, medium weight
2.
Grade 40 re -bar
3.
Soil bearing: 2000 psf
v
after 12" scarification &
EXP. JT.
re -compaction (pad grading)
4.
Footing: Class B concrete
5.
Fc = 2500 psi
6.
Top : grout all cells containing
rebar horizontal & vertical
7.
Retaining : grout all cells solid
STANDARD PARKWAY WALL
3 2 8,209 a.
4 6,960 s.f. 6,960 s.f.
6,933 s.f.
6 6,95' s.f.
/ 1 6,953 s.f.
460 1111111,111IN
%' 10 2
7
5 6
G
P� 8
4
4
ql
\ \� 5 3
2 9
1
b -7 10 STIR
0
� 1,859 s.f.
'10 °` 10
24
0
N 25 W W 11
26
2 ���` 2-7 Z _J
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C6 I 7 g 9 10 11 12
CK 16
I
3/8' CONT. VERT.
--------------------I-------------------
CHRISTMAS
----------------CHRISTMAS TREE LANE
LIST OF ESTIMATED MATERIALS
QUANTITIES
ITEM PHASE 1 PHASE 2
STANDARD PARKWAY NON -RETAINING WALL A 128 L.F. 67 L.F.
STANDARD PARKWAY RETAINING WALL M'13 494 L.F. 226 L.F.
IOE�NTBAR LEGEND OF ABBREVIATIONS
T.F. = TOP OF FOOTING
T.W. = TOP OF WALL
N.T.S.
NOTE:
ON ALL WALLS, CONTRACTOR SHALL CONSTRUCT 'WEEP HOLES" BY ELIMINATING
VERTICAL MORTAR JOINT AS INDICATED ON STRUCTURAL SECTIONS ON FIRST
COURSE ABOVE LOWEST GRADE, EXCEPT WHERE RETAINING HEIGHT EXCEEDS
2'-0", CONTRACTOR SHALL PROVIDE A 4" 0 PERFORATED PVC DRAIN LINE
WITH A MINIMUM OF 1 CUBIC FOOT PER LINEAR FOOT OF WALL OF COMPACTED
1/2" GRAVEL BEHIND WALL, WITH 4" 0 WEEP HOLES AT 10' O.C. MAXIMUM.
�-- CUT ALTERNATE-IORIZ.
Z%4
REINF. 0 E.J. (U.N.O.)
CHRISTMAS TREE LANE
ALL HORIZ. REINF. FOR
06
UNTEL, TOP OF WALL,
VERT.
BOND BEAM, ANG OTHER
v
SPECIAL REINF. SFALL
EXP. JT.
CONTINUE THRU J(ANT.
MASONRY EXPANSION
JOINT
N.T.S.
NOTE:
ON ALL WALLS, CONTRACTOR SHALL CONSTRUCT 'WEEP HOLES" BY ELIMINATING
VERTICAL MORTAR JOINT AS INDICATED ON STRUCTURAL SECTIONS ON FIRST
COURSE ABOVE LOWEST GRADE, EXCEPT WHERE RETAINING HEIGHT EXCEEDS
2'-0", CONTRACTOR SHALL PROVIDE A 4" 0 PERFORATED PVC DRAIN LINE
WITH A MINIMUM OF 1 CUBIC FOOT PER LINEAR FOOT OF WALL OF COMPACTED
1/2" GRAVEL BEHIND WALL, WITH 4" 0 WEEP HOLES AT 10' O.C. MAXIMUM.
Io
VICINITY MAP
N.T.S.
VESTING TEN TA -7 VE
TRACT 6543
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TRACT 6543
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1. COVER SHEET
2. PLAN & PROFILE - PANORAMF DRIVE (PHASE 1) ,
3. PLAN & PROFILE - CRESCENT DRIVE (PHASE 2) I z
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS i111111>J
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES D
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH T
PPP OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ('i
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. z
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES W a
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES I40T OF Q
RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONZ)IOLE FOR THE ACCURACY OR u !
COMPLETENESS OF ANY SUCH INFORMATION OR L ATA. U.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTEG TWO WORKING DAYS til 1
PRIOR TO CONSTRUCTION. 1-800-227-2600
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREFARED BY ME OR U',DE;R -
MY DIRECTION AND TO THE BEST DF MY KNOWLEDGr_ AND BELIEF
COMPLY WITH CITY OF BAKERSFIE-D ORDINANCES, ST' NDARDS, AND
DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT RF )UIREMENTS OF
I
SPT®fir, THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
�No. G OG7602 - STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
{
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON cn
Exp.. • 1. CORRECTED PLANS SUBMITTED T o
r ° f� UBMITTE 0 THE CITY ENGINEER.
7
IWO&
L. ALBERTO LOPEZ R.C. . 67602 EXP. Oc, /30/07 DATE
Ab DUILI FLAM
CORRECTION-,
DATE.___5 _
REVIEWED BY:
CITY TRAFFIC ENGINEER
SI T PUBLIC WORKS DIRECTOR
APPROVED BY:
RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07
PUBLIC WORKS DIRECTOR CITY OF BAKERSFIE1 D
UP TO 3'-0" RETAINING N.T.S. '
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3. PLAN & PROFILE - CRESCENT DRIVE (PHASE 2) I z
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS i111111>J
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES D
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH T
PPP OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ('i
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. z
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES W a
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES I40T OF Q
RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONZ)IOLE FOR THE ACCURACY OR u !
COMPLETENESS OF ANY SUCH INFORMATION OR L ATA. U.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTEG TWO WORKING DAYS til 1
PRIOR TO CONSTRUCTION. 1-800-227-2600
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREFARED BY ME OR U',DE;R -
MY DIRECTION AND TO THE BEST DF MY KNOWLEDGr_ AND BELIEF
COMPLY WITH CITY OF BAKERSFIE-D ORDINANCES, ST' NDARDS, AND
DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT RF )UIREMENTS OF
I
SPT®fir, THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
�No. G OG7602 - STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
{
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON cn
Exp.. • 1. CORRECTED PLANS SUBMITTED T o
r ° f� UBMITTE 0 THE CITY ENGINEER.
7
IWO&
L. ALBERTO LOPEZ R.C. . 67602 EXP. Oc, /30/07 DATE
Ab DUILI FLAM
CORRECTION-,
DATE.___5 _
REVIEWED BY:
CITY TRAFFIC ENGINEER
SI T PUBLIC WORKS DIRECTOR
APPROVED BY:
RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07
PUBLIC WORKS DIRECTOR CITY OF BAKERSFIE1 D
UP TO 3'-0" RETAINING N.T.S. '
�F= 3
2
DATE
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( IN FEET )
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STA.= 10+00.00 S.
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ll� PANORAMA DRIVE
& COLUMBUS STREET
11+00
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PANORAMA DR&F
(PHASE 1)
NOTE: ALL STATIONING IS ALONG CENTERLINE OF STREET AND
OFFSETS ARE TO BACK OF WALL, UNLESS NOTED OTHERWISE.
13
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