HomeMy WebLinkAbout1.4-7317 Ph 3 Record DrawingREVIEWED BY:
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TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
REVIEWED BY:
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ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE
STUART J. PATTESON RCE 44898
APPROVED BY:
BY, FRED W. PORTER; RGA 33440 EXR DAT
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE
NICOLAS FIDLER C 61069 OPEN STREET PERMIT NOTE
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF
PADDINGTON STREET AND STOCKDALE RANCH DRIVE.
ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2
BASIS OF BEARINGS:
THE BEARING OF NORTH 89°27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST
QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE
OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL
MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS
USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP.
LEGAL DESCRIPTION:
PARCEL 4 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN
BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY
RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3,
TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE
CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
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NO SCALE
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 `NAY AND
INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
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UNDERGROUND SERVICE ALERT
NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN
ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. -
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SCALE: 1'=200' COB RECORDS No.
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GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE
DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION `NFTHIN 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 2010. 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 SNAIL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE
EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT
AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED
PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
SECTION MAY BE NOTIFIED AT (661) 326-3049.
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.
& 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. 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 ISSUANCE OF A PERMIT.
16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION
PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL
REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY
TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE
STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS).
18. ANY ITEMS IN 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.
19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
20. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST
EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION
PREPARED BY SOILS ENGINEERING, INC. JOB NO. 17-16385, DATED DECEMBER 15, 2017, AND
ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE
CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH.
WALL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE MALL LINE.
2. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D-1557 TO ADEPTH 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.
13. FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, SEWER &
STORM DRAIN PLANS, NATER PLANS AND DRY UTILITY PLANS FOR THIS MAP.
14, MAXIMUM SCOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHAT. BE
4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%.
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER
METHOD TO PREVENT EROSION, ONTO THE SIDEWALK.
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WATERPROOFING SPECIFICATIONS
1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED
EQUAL AS PER CITY STANDARD L-8.
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 II, 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. CALTRANS MINOR 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 O 28 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY ,AND CLEAN BEFORE
GROUTING OPERATION.
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WATERPROOFING SPECIFICATIONS
1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED
EQUAL AS PER CITY STANDARD L-8.
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 II, 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. CALTRANS MINOR 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 O 28 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY ,AND CLEAN BEFORE
GROUTING OPERATION.
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#3 TIES ® 24" o.c.
2' 0" (1) #4 REBAR
e 9'----8 .8 x16" 9 FTG. BUMP OUT
BLOCK
NOTE: PILASTERS SHALL BE 50' O.C. OR EVENLY SPACED
BETWEEN FULL PILASTERS (SEE PLAN FOR STATIONS)
TYPICAL WALL PILASTER
2 CY MID -BLOCK N.T.S.
STOCKDALE RANCH DRIVE
BLOCK:
6'X8' X16" SPLIT FACE
COLOR: SANDSTONE
MANUFACTURER: DESERT BLOCK CO.
** REPLACE WITH STANDARD PRECISION
BLOCK WHERE HIDDEN.
GROUT:
TBD BY OWNER/DEVELOPER
CAP:
4"x8" PACIFIC CLAY BRICK
COLOR: BURGUNDY VELOUR
BRICK VENEER:
4"x8" PACIFIC CLAY BRICK
COLOR: BURGUNDY VELOUR
GROUT: TBD BY OWNER/DEVELOPER
RUNNINGBOND PATTERN
RECORD DRAWING
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PA JOB No. 3104.
BY! FREO W, PORTER, RCE 33448 EXP. DAYS SHEET
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DATE 10/02/3104
iv
2019
PA JOB No. 3104.
BY! FREO W, PORTER, RCE 33448 EXP. DAYS SHEET
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CONSTRUCTION NOTES
LEGtNL7
ALL STATIONS AND OFFSETS. ARE TO BACK OF WALL (LOT
PC =
PROPERTY CORNER
SIDE) ALONG LANDSCAPE LOT UNLESS OTHERWISE NOTED.
AP =
ANGLE POINT
Tr
484.83
1 312 28'
199.64'
BG =
BEGIN CURVE
ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA
CL =
CENTERLINE
UNLESS OTHERWISE NOTED.
GONG
= CONCRETE
STEP WALL TO OCCUR AT PILASTER.
CONST
= CONSTRUCTION
- -- m
EC =
END CURVE
-- PROPOSED BLOCK WALL
FTG =
FOOTING
- PROPOSED CENTERLINE
GB =
GRADE BREAK
- — PROPOSED RIGHT-OF-WAY
LS =
LANDSCAPE
+
.1141
R/W
=RIGHT OF WAY
----- PROPOSED EASEMENT LINE
OF =TOP
TOP
OF FOOTING
- -5--- EXISTING SEWER MAIN
I
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FG = FINISHED GROUND (LOT SIDE)
FG = FINISHED GROUND (STREET SIDE)
CTR = CENTER
TOW = TOP OF WALL
RETG = RETAINING
MAX = MAXIMUM
PAIN = MINIMUM
CLR = CLEAR
WE = WALL STATION
PL INT = PROPERTY LINE
INTERSECTION
ST
45' RIGHT -UF-
ST PROP L D �•r� `'s\\
CLRW BLOCK N,
1 13 MJLII PER TII�_E / 2' T 2' 2'*** \
7CAL EASFM urs PLANS / \
45'
- �E--
ASEMENT*' F, IT
34'
�~ 6' 5' 6'
` 12' MULTI -USE
NG
2 lBc - 1JJ» . TRAI_L
6 CURB Be GUTTER 6" CURS &GUTTER
59 %MAx 2� -
I/
/
PER TRACT 7317—STOCKDALE RANCH DRIVE (CONSTRUCTION PHASE B STREET PLANS) r `
APPROVED 1-15-2019 / �\
TYPICAL CROSS—SECTION i 2
A STOCKDALE RANCH DRIVE r27,r- D
r`. NOT TO SCAI E
*= EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-1
FILED FEBRUARY 29, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN _ I
THE OFFICE OF THE KERN COUNTY RECORDER.
**= EXISTING ADDITIONAL RIGHT-OF-WAY, LANDSCAPE EASEMENT AND
MULTI -USE TRAIL EASEMENT AS DEDICATED ON PARCEL MAP 12232 FILED
OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 192 IN THE AREA DETAIL
OFFICE OF THE KERN COUNTY RECORDER. NOT TO SCAM
***= 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP.
FUTURE
I
TRACT 7317
PHASE 5
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59
FUIlJRE WT O
BLOCK WALL
FUTURE
TRACT 7317
PHASE 6
r
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CURVE TABLE
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RADIUS
LENGT
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TANGENT
LCURVEI
CI
-�-IC3
C4 -
2058.00'
200_0.00'
2000.0��
2000.00'
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484.83
1 312 28'
199.64'
-
113 29 52"
243 54
8- 56 47'
5 38 57'
5'43'09
156.46'
98.68
199,_64'
6,.
SEE
NOTE 1
BELOW
J 2%
\1 -2:1 MAX `1 NOTE 1) ELEVATION ON BOTH SIDES /
FINISHED PAD \ OF BLOCK WALL SHALL BE THE SAME /
/ (STREET SIDE AND PAD SIDE) AS
G \\SHOWN /
� s
AREA DETAIL//
NOT TO SCALF
SAN BUENAVENTURA
I I
STREET
(BY SEPARATE PLANS) FUTURE
III1
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1111 III ILII I I I I —� ,—,
f47/ 0
IMPROVEMENTS PER APPROVED T GLINT
EXISTING 13 WIDE MULTI -USE TRAIL,
STOCKDALE RANCH DRIVE
LANDSCAPING AND P.U.E. EASEh1ENT PER
PARCEL MAP 12232 P.M. BK. 60, PG, 192 PHASE B STREET PLANS. I 64- -
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