2018-14075 I (Plans)OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES
1.POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE
MOST RECENT EDITION OF THE OLIVENHAW MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR
THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL
DATE ON THESE PLANS. CONTRACTOR SHALL HAVEA COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITEATALL TIMES.
2.7HE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS REQUIRED BY THE STANDARD
SPECIFICATIONSARE TO BEACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR.
3.UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY
SHUTDOWNS OF EXISTING MAWS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS
MINIMUM INADVANCE OFANYSHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO
SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED DNA MONDAYOR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING
PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION.
6.NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT
INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TOARRANGE FOR INSPECTION OF THE PROJECT.
7THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED
PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN
PUBLIC RIGHT -OF -WAY. (DIGALERT PHONE: 800- 227 -2600)
8.ALL EXISTING FACILITIES WHICH MAYAFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED
CONNECTIONS SHALL BE FIELD VERIFIED BEFOREANY CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY
WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC
RIGHT -OF -WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW
CENTERLINE OF FINISH GRADE OF STREET.
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4 MAXIMUM DEFLECTION PER
COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
12. MANUALAIR RELEASES SHALL BE INSTALLEDATALL HIGH POINTSAND BLOW - OFFSATALL LOW POINTS IN THE WATER MAIN
PROFILE PLACE MANUALAIR RELEASES AND BLOW -OFFS WITHIN METER BOXAND LOCATE BEHIND CURB UNLESS OTHERWISE
APPROVED BYDISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAYBE USED IN LIEU OFA MANUALAIR RELEASE OR BLOW -OFF WHEN
LOCATEDAT OR NEAR HIGH OR LOW POINTS, ASAPPROVED BY THE DISTRICTS REPRESENTATIVE
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE A 314 -INCH HIGH
LETTER '1N" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURBATALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT.
15.ALL WATER SERVICES FOR IRRIGATION ULTIPLE RESIDENTIAL ESIDENTIAL COMPLEXES COMMERCWL OR INDUSTRIAL DEVELOPMENT H
S ALL
HAVEAPPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER.
16.CONTR4CTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON
INSTALLATION OF VALVES.
17 LINE VALVES, WHERE REQUIREDAT STREET INTERSECTIONS SHALL BE LOCATEDAT THE TEE WHENEVER POSSIBLE.
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICTAND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS,
ARE TO BE INSTALLEDAT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
19.ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO
CONSTRUCTIONANDACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE T
WI H THE PROCEDURES IN THE OMWD STANDARD
SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES
(CLOSED) ANDAPPURTENANCES
21.PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD
SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES, BACTERIOLOGIC QUALITY TEST RESULTS SHALL
CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION,
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK THE PLANS MUST PROVIDE POST
CONSTRUCTION VERIFICATION OF THE LOCATIONAND ELEVATION OF PIPES ANDAPPURTENANCES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE
PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM
THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHAT SO EVER TO THE DISTRICT ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR
NEGLECTEXCEPTED.
24.ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE
DISTRICT
25. ALL BURIED FITTINGSAND VALVES SHALL BE WAX TAPE WRAPPED W ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS
PCC SIDEWALK
PL / PER SDRSD G -7
GENERAL RECYCLED WATER SYSTEM NOTES
1. THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE RULES AND REGULATIONS FOR RECLAIMED AND NON - POTABLE WATER
SERVICE OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, ORDINANCE NO. 175, DATED MARCH 1989, AND ALL SUBSEQUENT
AMENDMENTS.
2. RECYCLED WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE
MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS FOR THE
CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE
ON THESE PLANS. CONTRACTOR SHALL HAVEA COPY OF THE OMWD STANDARD SPECIFICATIONS ON THE JOB SITEATALL TIMES.
3. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE OMWD STANDARD
SPEC/FICATIONSARE TO BEACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR.
4.UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY
SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.' DISTRICT SHALL BE NOTIFIED TWO WEEKS
MINIMUM W ADVANCE OFANY SHUTDOWN.
SCONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO
SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED DNA MONDAY OR FRIDAY.
6. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAIOSHA. A COPY OF EXEMPTION LETTER OR TRENCHING
PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION!
7 N WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR, CONTRACTOR SHALL NOTIFY THE DISTRICT
INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TOARRANGE FOR INSPECTION OF THE PROJECT.
8.7HE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED
PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN
PUBLIC RIGHT -OF -AMY.
9.ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL CONSTRUCTION, LE, LINE CROSSINGS, LINE PARALLELING, OR PROPOSED
CONNECTIONS SHALL BE FIELD VERIFIED.
10. THE CONTRACTOR SHALL FURNISHAND INSTALL PER THE OMWD STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY
WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC RECYCLED WATER LINES INCLUDING RECYCLED WATER LATERALS LOCATED
IN PUBLIC RIGHT -OF -WAY.
11. RECYCLED WATER MAIN SHALL BE PURPLE PVC PIPE AWWA C 900, WITH TWO CONTINUOUS METALLIC TAPE STRIPS, STAMPED
"RECYCLED WATER. " STRIPS SHALL BE SETAT TOP OF PIPEANDAT 24 "ABOVE THE PIPE.
12. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 66- INCHES BELOW
CENTERLINE OF FINISH GRADE OF STREET.
13. ALL DEFLECTIONS (HORIZONTALAND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER
COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
14.M4NUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN
PROFILE. MANUAL AIR RELEASES AND BLOW-OFFS SHALL BE LOCATED BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S
REPRESENTATIVE.
15 INSTALL RECYCLED WATER SERVICE(S) IN ACCORDANCE WITH SIZE(S) DEFINED ON THE DRAWINGS, LOCATIONS OF RECYCLED
WATER METERS ARE SUBJECT TO APPROVAL BY DISTRICTS INSPECTOR. 314 -INCH HIGH LETTERS 'RW' SHALL BE CHISELED IN TOP OF
EXISTING CURB OR IMPRINTED IN NEW CURBATALL RECYCLED WATER SERVICE CROSSINGS.
16. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT.
17 CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON
INSTALLATION OF VALVES.
18. LINE VALVES, WHERE RE UIREDATSTREE S
Q T INTERSECTIONS SEC ION SHALL BE LOCATEDAT THE TEE WHENEVER POSSIBLE.
19.ALL DESIGN CHANGES TO THE RECYCLED WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING
PRIOR TO CONSTRUCTIONANDACCEPTANCE OF THE CHANGE.
20: THE RECYCLED WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD
SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES
(CLOSED) AND APPURTENANCES.
21.CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK THE PLANS MUST PROVIDE POST
CONSTRUCTION VERIFICATION OF THE LOCATIONAND ELEVATION OF PIPESANDAPPORTENANCES.
22. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE
PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM
THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR
NEGLECT EXCEPTED.
23, ALL BURIED FITTINGSAND VALVES SHALL BE WAX TAPE WRAPPED INACCORDANCE WITH OMWD STANDARD SPECIFICATIONS.
24.ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE
DISTRICT
VEGETATED
SWALE (SLOPE
PER STREET)
0
- TC = SDWK
FS _ 2„
5.0'
ROCK
RIP RAP
PCC - - -- --
CURB
3.0'
OPENING�1 *�.. .- ...�...�_..
TO PER 1
SHEET 3 6" PCC C &G PER
FL = PER END V OPENINGS IN PCC SDRSD G -2 WITH 1'
PLAN C &G: TRANSITION TO OPENINGS 20' O.C.
OUTLET TO =PER SHEET 3
TYPICAL DETAIL - OUTLET FROM ROADSIDE SWALE
NOT TO SCALE
EXISTING TORREY
PINE TREE FO BE 't
REMOVED r
PROPOSED STREET
TREE: SEE DETAIL
THIS SHEET FOR
ROOTBARRIER INFO
CONSTRUCT5 "PCC _
SIDEWALK PER 2.0%
SDRSD G -7
CONSTRUCT ROADSIDE
BIORETENTION BASIN PER
DETAIL THIS SHEET
CONSTRUCT MODIFIED G -2
PCC CURB & GUTTER PER
DETAIL THIS SHEET
APPROXIMATE LOCATION OF
EXISTING 3" HP GAS LINE
INSTALL MIN 5 "AC OVER 6"
CLASS II AB OR PER GEOTECH
RECOMMENDATION
R
VEGETATED
PL p SWALE (SLOPE PCC SIDEWALK
1 PER STREET PER SDRSD G -7
21 21
Ld
a
2.1 - 2 :1
TC PER FACE OF LONG. SLOPE 6" PCC C &G PER
SHEET 3 CURB A (PER PLAN) SDRSD G -2 WITH V
OPENINGS 20'0. C.
TYPICAL DETAIL - ROADSIDE VEGETATED SWALE
4.5'
SCALE. I"= 5' HORIZONTAL
50' FROM BC
PROPOSED
TORREY
PINE TREE 4" PCC SIDEWALK
PER SDRSD G -7
2.0%
. H
_ 2p VEG.
SWALE
20' LONG X 48" DEEP 10' LONG X 24" DEEP ROOT
ROOTBARRIER BARRIER CENTEREDAT
CENTEREDATNEW STREET TREE LOCATIONS L L:-
TORREY PINE LOCATIONS
3" THICK MULCH OVER
12" ENGINEERED SOIL
LAYER; *SEE NOTE
BELOW
SECTION A A
BIKE�TR41
LANE
NOT TO SCALE
q
- le.0 _ IL.V'
MEL LANE STRIPED
MEDIAN
3" DROP TO TOP OF
MULCHAT V CURB
OPENINGS (TYP.)
EXISTING TORREY
PINE TREE TO BE
REMOVED
m
6" PCC C &G PER SDRSD G -2;
STREET DE4PENAS NECESSARY TO
TREE (TYP.) EXTEND BENEATH SWALE
y
AC
PAVEMENT
10' LONG X 36" DEEP ROOT
BARRIER CENTEREDAT
STREET TREE LOCATIONS
'NOTE ENGINEERED SOIL LAYER SHALL BE EVENLY MIXED
COMPOSITION OF WASHED SAND, SANDY LOAM TOPSOIL, AND
HUMIC COMPOST. THE MIX SHALL CONTAIN 65% SAND, 20%
TOPSOIL, AND 15% COMPOST OR HARDWOOD MULCH IN
ACCORDANCE WITH COUNTY OF SAN DIEGO LID BIOSWALE
MEDIA B1065 CUT SHEET
EXISTINGAC
PAVING
EXISTINGAC
BERM
VAKIG)
STDS
MW
0
TC = SDWK
FG - FL
FS +0.5'
+0.1'
6" PCC CURB
PROPERTY LINE / RIGHT -OF -WAY
@ 15°ANGLE
RECOMMENDATIONS
TO FLOW
<'
W
INSTALL 6" SEWER LATERAL
SDRSD SS -01
S------OS
GENERAL RECYCLED WATER SYSTEM NOTES
1. THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE RULES AND REGULATIONS FOR RECLAIMED AND NON - POTABLE WATER
SERVICE OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, ORDINANCE NO. 175, DATED MARCH 1989, AND ALL SUBSEQUENT
AMENDMENTS.
2. RECYCLED WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE
MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS FOR THE
CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE
ON THESE PLANS. CONTRACTOR SHALL HAVEA COPY OF THE OMWD STANDARD SPECIFICATIONS ON THE JOB SITEATALL TIMES.
3. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE OMWD STANDARD
SPEC/FICATIONSARE TO BEACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR.
4.UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY
SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.' DISTRICT SHALL BE NOTIFIED TWO WEEKS
MINIMUM W ADVANCE OFANY SHUTDOWN.
SCONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO
SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED DNA MONDAY OR FRIDAY.
6. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAIOSHA. A COPY OF EXEMPTION LETTER OR TRENCHING
PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION!
7 N WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR, CONTRACTOR SHALL NOTIFY THE DISTRICT
INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TOARRANGE FOR INSPECTION OF THE PROJECT.
8.7HE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED
PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN
PUBLIC RIGHT -OF -AMY.
9.ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL CONSTRUCTION, LE, LINE CROSSINGS, LINE PARALLELING, OR PROPOSED
CONNECTIONS SHALL BE FIELD VERIFIED.
10. THE CONTRACTOR SHALL FURNISHAND INSTALL PER THE OMWD STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY
WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC RECYCLED WATER LINES INCLUDING RECYCLED WATER LATERALS LOCATED
IN PUBLIC RIGHT -OF -WAY.
11. RECYCLED WATER MAIN SHALL BE PURPLE PVC PIPE AWWA C 900, WITH TWO CONTINUOUS METALLIC TAPE STRIPS, STAMPED
"RECYCLED WATER. " STRIPS SHALL BE SETAT TOP OF PIPEANDAT 24 "ABOVE THE PIPE.
12. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 66- INCHES BELOW
CENTERLINE OF FINISH GRADE OF STREET.
13. ALL DEFLECTIONS (HORIZONTALAND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER
COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
14.M4NUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN
PROFILE. MANUAL AIR RELEASES AND BLOW-OFFS SHALL BE LOCATED BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S
REPRESENTATIVE.
15 INSTALL RECYCLED WATER SERVICE(S) IN ACCORDANCE WITH SIZE(S) DEFINED ON THE DRAWINGS, LOCATIONS OF RECYCLED
WATER METERS ARE SUBJECT TO APPROVAL BY DISTRICTS INSPECTOR. 314 -INCH HIGH LETTERS 'RW' SHALL BE CHISELED IN TOP OF
EXISTING CURB OR IMPRINTED IN NEW CURBATALL RECYCLED WATER SERVICE CROSSINGS.
16. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT.
17 CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON
INSTALLATION OF VALVES.
18. LINE VALVES, WHERE RE UIREDATSTREE S
Q T INTERSECTIONS SEC ION SHALL BE LOCATEDAT THE TEE WHENEVER POSSIBLE.
19.ALL DESIGN CHANGES TO THE RECYCLED WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING
PRIOR TO CONSTRUCTIONANDACCEPTANCE OF THE CHANGE.
20: THE RECYCLED WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD
SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES
(CLOSED) AND APPURTENANCES.
21.CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK THE PLANS MUST PROVIDE POST
CONSTRUCTION VERIFICATION OF THE LOCATIONAND ELEVATION OF PIPESANDAPPORTENANCES.
22. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE
PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM
THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR
NEGLECT EXCEPTED.
23, ALL BURIED FITTINGSAND VALVES SHALL BE WAX TAPE WRAPPED INACCORDANCE WITH OMWD STANDARD SPECIFICATIONS.
24.ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE
DISTRICT
VEGETATED
SWALE (SLOPE
PER STREET)
0
- TC = SDWK
FS _ 2„
5.0'
ROCK
RIP RAP
PCC - - -- --
CURB
3.0'
OPENING�1 *�.. .- ...�...�_..
TO PER 1
SHEET 3 6" PCC C &G PER
FL = PER END V OPENINGS IN PCC SDRSD G -2 WITH 1'
PLAN C &G: TRANSITION TO OPENINGS 20' O.C.
OUTLET TO =PER SHEET 3
TYPICAL DETAIL - OUTLET FROM ROADSIDE SWALE
NOT TO SCALE
EXISTING TORREY
PINE TREE FO BE 't
REMOVED r
PROPOSED STREET
TREE: SEE DETAIL
THIS SHEET FOR
ROOTBARRIER INFO
CONSTRUCT5 "PCC _
SIDEWALK PER 2.0%
SDRSD G -7
CONSTRUCT ROADSIDE
BIORETENTION BASIN PER
DETAIL THIS SHEET
CONSTRUCT MODIFIED G -2
PCC CURB & GUTTER PER
DETAIL THIS SHEET
APPROXIMATE LOCATION OF
EXISTING 3" HP GAS LINE
INSTALL MIN 5 "AC OVER 6"
CLASS II AB OR PER GEOTECH
RECOMMENDATION
R
VEGETATED
PL p SWALE (SLOPE PCC SIDEWALK
1 PER STREET PER SDRSD G -7
21 21
Ld
a
2.1 - 2 :1
TC PER FACE OF LONG. SLOPE 6" PCC C &G PER
SHEET 3 CURB A (PER PLAN) SDRSD G -2 WITH V
OPENINGS 20'0. C.
TYPICAL DETAIL - ROADSIDE VEGETATED SWALE
4.5'
SCALE. I"= 5' HORIZONTAL
50' FROM BC
PROPOSED
TORREY
PINE TREE 4" PCC SIDEWALK
PER SDRSD G -7
2.0%
. H
_ 2p VEG.
SWALE
20' LONG X 48" DEEP 10' LONG X 24" DEEP ROOT
ROOTBARRIER BARRIER CENTEREDAT
CENTEREDATNEW STREET TREE LOCATIONS L L:-
TORREY PINE LOCATIONS
3" THICK MULCH OVER
12" ENGINEERED SOIL
LAYER; *SEE NOTE
BELOW
SECTION A A
BIKE�TR41
LANE
NOT TO SCALE
q
- le.0 _ IL.V'
MEL LANE STRIPED
MEDIAN
3" DROP TO TOP OF
MULCHAT V CURB
OPENINGS (TYP.)
EXISTING TORREY
PINE TREE TO BE
REMOVED
m
6" PCC C &G PER SDRSD G -2;
STREET DE4PENAS NECESSARY TO
TREE (TYP.) EXTEND BENEATH SWALE
y
AC
PAVEMENT
10' LONG X 36" DEEP ROOT
BARRIER CENTEREDAT
STREET TREE LOCATIONS
'NOTE ENGINEERED SOIL LAYER SHALL BE EVENLY MIXED
COMPOSITION OF WASHED SAND, SANDY LOAM TOPSOIL, AND
HUMIC COMPOST. THE MIX SHALL CONTAIN 65% SAND, 20%
TOPSOIL, AND 15% COMPOST OR HARDWOOD MULCH IN
ACCORDANCE WITH COUNTY OF SAN DIEGO LID BIOSWALE
MEDIA B1065 CUT SHEET
EXISTINGAC
PAVING
EXISTINGAC
BERM
VAKIG)
STDS
MW
SUBDIVISION BOUNDARY (EXISTING)
�-2 0 VARIES
VARIES
CENTERLINE OF ROAD
TO SATISFACTION OF CITY ENGINEER
-
PROPERTY LINE / RIGHT -OF -WAY
(4" THICK MIN)
RECOMMENDATIONS
INSTALL 6" PRIVATE WATER MAIN
SEE 14075 -G
W
INSTALL 6" SEWER LATERAL
SDRSD SS -01
S------OS
INSTALL 2" DOMESTIC WATERSERVICE,
OMWDB- 1.21C -2.1
W ---ca=
METER & BACKFLOW
it
INT.
INSATLLI .5 " IRRIGATION WATER SERVICE,
OMWDB-1.21C-2.1
W ---p -Q
METER & BACKFLOW
14075 -1
INSTALL 6" FIRE SERVICE WITH RPDA
OMWO C -3.3
W W -O
EXISTING WATER U41N (SIZE PER PLAN)
U d
EXISTING OVERHEAD UTILITIES
---- OHE
EXISTING SEWER MAIN (SIZE PER PLAN)
TYLER G LAWSON DATE
------- - - - - -- s.
EXISTING SEWER MANHOLE
GRIND & OVERLAY
PER DETAIL THIS SHEET
SAWCUT LINE APPROXIMATE LOCATION -
OF EXISTING 10 "AC WATER
EXISTING EDGE MAIN PER RS 1802
OF PAVEMENT
APPROXIMATE LOCATION
OF EXISTING 8" PVC SEWER
MAIN PER TM 3960 -1
TYPICAL SECTION - SOUTH EL CAMINO REAL
NOT TO SCALE
LEGEND:
THE QUANTITIES LISTED BELOWARE PROVIDED FOR REFERENCE ONLYAND DO NOT RELIEVE THE CONTRACTOR FROM
COMPLETINGAN INDEPENDENTANALYSIS OF THE QUANTITIESAND COSTSASSOCIATED WITH THE IMPROVEMENTS
REQUIRED FOR THIS PROJECT
ITEM & STD. DWG.
STDS
SYMBOL
SUBDIVISION BOUNDARY (EXISTING)
& GUTTER PER SDRSD
-
CENTERLINE OF ROAD
TO SATISFACTION OF CITY ENGINEER
-
PROPERTY LINE / RIGHT -OF -WAY
(4" THICK MIN)
RECOMMENDATIONS
INSTALL 6" PRIVATE WATER MAIN
SEE 14075 -G
W
INSTALL 6" SEWER LATERAL
SDRSD SS -01
S------OS
INSTALL 2" DOMESTIC WATERSERVICE,
OMWDB- 1.21C -2.1
W ---ca=
METER & BACKFLOW
INT.
INSATLLI .5 " IRRIGATION WATER SERVICE,
OMWDB-1.21C-2.1
W ---p -Q
METER & BACKFLOW
14075 -1
INSTALL 6" FIRE SERVICE WITH RPDA
OMWO C -3.3
W W -O
EXISTING WATER U41N (SIZE PER PLAN)
U d
EXISTING OVERHEAD UTILITIES
---- OHE
EXISTING SEWER MAIN (SIZE PER PLAN)
TYLER G LAWSON DATE
------- - - - - -- s.
EXISTING SEWER MANHOLE
!ail
PROPOSED EASEMENT
- - - - -
EXISTING EASEMENT
RECORD FROM: ROS 18416
ELEVATION: 37.521' DATUM: NAVD -88
-
PROPOSED CONTOUR
82
NEWAC PAVEMENT
(5-AC OVER 6" CLASS II AB OR PER GEOTECH)
INSPECTOR
REMOVE & REPLACE EXISTINGAC PAVEMENT
SHEET 2 OF 4
xsfiw '
(5 "AC OVER 6" CLASS 11 AB OR PER GEOTECH)
PCC PAVEMENT (PER PLAN)
TRENCH RESURFACING
SDRSD G -24A
6 "PCC CURB
SDRSD G -1
6" PCC CURB & GUTTER
SDRSD G -2
SAWCUT EXISTINGAC PAVEMENT
CURB OUTLET SDRSD D -25
ABBREVIATION LEGEND
BIN = BOTTOM OF WALL ELEVATION
FS =FINISHED SURFACE
FG = FINISHED GRADE
FL = FLOWLINE
FF= FINISHED FLOOR ELEVATION
w
z
m
U
28.0' (TYP.)
26.0' (TYP.) 20'
v
I
GF = GARAGE FACE ELEVATION
IE = INVERT ELEVATION
TG = TOP OF GRATE ELEVATION
TF = TOP OF FOOTING ELEVATION
TW = TOP OF WALL ELEVATION
COLD PLANEAND OVERLAY
(2" MIN DEPTH) TO PROVIDE
SMOOTH TRANSITION
_ EXISTING AC
PAVEMENT
�R014"
No. 80356
Exp. 12/31,120
CIV1�
NOT TO SCALE
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PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. Solana Beach, CA 92075
ph 858.259.8212 1 fa 858.259.4812 1 plasengineering.com
INSTALL MINIMUM 5 "AC OVER 6" CLASS
INSTALL 6" PCC CURB
II AB OVER NATIVE SUBGRADE
& GUTTER PER SDRSD
COMPACTED TO 95% REL. COMP OR
- G-2; EXTEND BASE
TO SATISFACTION OF CITY ENGINEER
MATERIAL UNDER C &G
OR GE07ECHNICAL ENGINEER
(4" THICK MIN)
RECOMMENDATIONS
TYPICAL DETAIL - SAWCUTAC PAVEMENT
�R014"
No. 80356
Exp. 12/31,120
CIV1�
NOT TO SCALE
Lo
0
N
rn
U
x
�w00
U Z m
o LO
U) J N
¢Wm
oa¢�
w w
Lu
�_LL
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W 0 OD
rn
O co
U Z m
a�a
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. Solana Beach, CA 92075
ph 858.259.8212 1 fa 858.259.4812 1 plasengineering.com
PLSA 2235 -02
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
cHECKEO BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
K
BAN
TGL
DESCRIPTION: STATION "ENC -36" POINT 1038
LOCATION: NE CORNER OF DRAINAGE CURB INLET IN
EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF
ELCAMINOREALINTERSECTION
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: ,r -2, -
/% �J R.C.E. NO.: 80356
�►1� �+--
TYLER G LAWSON EXP.: 12/31/20
RECOMMENDED: AP V
.14 ���
--�4'�
JESS WENS DWARDJ.WI ER
CITY E iGIN
d/7/1e' o
DATE '7 ' DATE1
LEGEND, NOTES, AND TYPICAL DETAILS FOR:
WESTMONT OF ENCINITAS
1920 S. EL CAMINO REAL
APN: 262- 160 -26 & 27
I PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP
14075 -1
PUBLIC WORKS
TYLER G LAWSON DATE
PLANNING
RECORD FROM: ROS 18416
ELEVATION: 37.521' DATUM: NAVD -88
EDWARD J. WIMMER DATE
CITY ENGINEER
REVIEWER
INSPECTOR
SHEET 2 OF 4
PLSA 2235 -02
Jr Jr j ! EXISTING PCC C &G `
AND ! j KTO
REMAIN ! �
REMAIN f r�
Ell
~
1 j86.62 TC) i j't �E
{(86.62 FL) I
ECRSTA56 +85.32; - 53.0LT-
r
1(? (86.52 TC); (86,02 FL)
f f EXISTING" GAS j ' 4.5' \
f f M41NTOOEMAIN
86.50 TC i W
86.00 FL ao
E o o
6" PCC CURB � Ch 'u
P ER SDRSD
r � G-1 I J 0 ` <>
< > �} ECR STA 56 +871J' -5$.0' LT
I C.; 85.93 FS / TC -0 r
\~ i SDRSD G -31 TW?E'D' PED
EXISTING TR�+ - I
L
/ TO BE REMOVES RAMP WITH G-30, YELLOW
' DOMES 1
v PORTION EXIS*G
EXISTING OVERHEA CURB TO BE
UTILITIES TO BE r t ! REMOVED
!'
LMIDERGROUND
/ f i 'a FL 1
r
FL
-` W, W \ ✓' \ eta
SLIRVEYMONUMENITO
f;9
`O I �R�N1bYEDAND REPLACEW
- t E - _ E
SEE CORNER RECORD
o{ EXISTING MAILBOXES
I k TO BE RELOCATED
UXCYN8TA4+ - ...
BEHIND SIDEWALK
_ f `- 12.0'LT 4
86.85 TC; 86.35 �JOSTING POWER
POLE TO BE
{ EMOVED
Lu
4
PCC CROSS 0 I� t
D J ! t (STING OVERHEAD
GUTTER'
\ I �i U ILITIES TO BE
/ a ` \ U DERGROUND
85.65 FL "'185. 85. FS
4t O
Lu
)
I
p �/ 0 V REMOVEEXISTING
L /A CAN f ON 17RIVEN44YAPRON �
{
�I DRIVE
LIJ
T.
86.5 TO - = ' p (GRO$ \
85. U
2,1E 86.50 TC I \ G R t
l 86.00 FL \ � t 1 W
86.40 Tip ' `l
86.40 FL It
85.69 � i
U
e
85 It
69 FS E TA56 +31.88 -56.7 LT
8a ?S; G-27 TYP A' CURB
po j- RAMAW /'1 ELBOW (INCATED
r \�1 I °� 1�1it'S PER SL)R 0
8.70 FS / I \ 6.18 FS / C� . 1r I'., cn
"� 86.62 FS t > -- . . _ _____- _ 1 l! __..___
r EXISTING 3" I
86.68 FS f / �� o Y"
HP GAS MAIN(
I �.Y
70 FS �, i
86,25 FS �/ 6:13 FS 1 i ECR ' S ffi6 +22.05
537 (n
.860.70 4'5FL [r
5 X4 LANDING W W V�r -
20%1 � � W -
86.19 FS uj 1 /
o� 86.09E
W W W ; W W-
t PVT. STORM DRAIN ECR PER 14075 -G 8610 FS o -53~01
f i
Imo.
85 A
$8. aFL i
PIED RAMPAND CURB RETURN DETAILS - EL CAMINO REAL
NOT TO SCALE
.f
I
C
, 3' 'B
BO , 86.
rr p A 81. IN
T p!N 418SQ1 S
.5 IN
r
i
t
I
I 1 !
+ ` PL
1
r
iAWCSIDE BMP E; SEE DETAIL
r
f W / {}EET 2
L0
EXISTING GAS MAIN
k l }{ TO REMAIN
Lu
W
C9
ECR STA 52 +99.75 -5 .0' LT
l 1 ` OUTLETFROMROAD IDESWALE;,'�" �\
T SEE DETAIL SHEET 21 }
81.73 TC; 81,23 FL (9 �, 1
-81351EOUT,-`' I
26�CP8 Q10D
I
-, PROPOSED X X
� . B
Ld
PL (81.25FS) 7j (77 %)_
1
MODIFIED TYPE A'
(81.3 FS) (8j.25 FS) r
STORM DRAIN C.O.; 1
L =9; M6; 87.5 RIM i MATCH {
J l� SIDEEWALK (81.1 FS) f
Q
EXISTING DWY
t TO REMAIN
� , k
i Lti
r
fjr jl f
EXALL ISTING
TO (81.1 FS)
REMAIN (By.dFS)
TYPICAL DETAIL - CURB OUTLET
SCALE: 1 "= 5'HORIZONTAL
0
EXISTIN WATER SERVICEAND
METER OXES TO BE
ABANDONED IN ACCORDANCE
WITH OMWD SPECS
W ILj+ W - L W 71 W -- - W
j 81.01E I.
80.951E i0 EXISTINGDRYUTIL.
STRUCTURE L BE
PROTECTED IN N PLACE
(81.3 TC) �
(80.8 FL)
ECR STA 52TA+81- I
BEGIN DWYAPRON WING P
SDRSD G -14B, MATCH
`{ TO EXISTING; (80.7 FL)�
F
LEADAND TAG SURVE
MONUMENT TO BE RE O0
AND REPLACED; SEE O(2A
RECORD��
{ \ - EXISTING PCC
DWYTO REM41N
CONNECT D -25 CURB OUTLET 18" PVC S.D.
TO MODIFIED STORM DRAIN CONNECT D -25 CURB OUTLET BEYOND,
C.O.; 81.251E OUT TO MODIFIED STORM DRAIN 81.41E IN
C.O.; 81.351EOUT
SECTION B -B: D -25 CURB OUTLET FROM C. 0.
NOT TO SCALE
EXISTING LANE
STRIPING TO
REMAIN
;l
V
114{ J ( F 1 (J
63' 51f i I \1 f41f Ir(�lli II I t 1 t (t \\
\
PROPOSED 8' WIDE BIKE
LANE WITH6 "WHITE LINES
it i� IM VN
PER CALTRANS STD PLAN i
A20D DETAIL 39 AND 39A 1 1 I
�EXIPTING LAN STRIRIN(�
REF
RESH / ( IIN E� STING Ld STRIPING ATION T ��
SATISFACTION FCITYOF °
ttm,\EWtIY}I S
EXISTING LANE I 1
STRIPING TO BE
REMOVED
�`riI li 1` it
BIKE LANE LEGEND A + f
PER CALTRANS STD
PLANA24AANDA24D
,-
>t
I I
I1'/ 15'
CENTER LANE
11 SIPIN
G�
6" CURB &GUTTER REFRESH RII N
RE IN EXISTING \
PER SDRSD 0-2; ; 1111 L-: LOCATI9N TO- SAP*779N
SEE SHEET 3 .1 111 �' O CI71"OFFJNCCINITAS
PROPOSED 8' WIDE BIKE ) " EXTIN(3 ORTHBOUND I
LANEWITH6 "WHITE ( j1
LINES PER CALTRANS STD \ i I I I'� TRAVEL ES
PLANA20D DETAIL 39 ; . - 8' \
y If
o? _
i 4r f2 t
uj
V�GETAilC)N
VZ 21
EXISTING i ! w
STRIPING TO f I I \ 1 \ \
BE REMOVED !
_j
It
`; -
t
PROPOSED 8' WIDE BIKE
LANE WITH GREEN TRAFFIC 15' Y4
+/ z +) 2' +/ 11'+ 14' +
PAINT FOR 50 FEET FROM / f
START OF CONFLICT ZONE �ISTING SQGTHBOUND
TRAVEL LANES >6
/ f
,
6" CURB &GUTTER
PER SDRSD G -2;
SEE SHEET 3 { f I 1 /
TRANSITION 8' WIDE BIKE LANE
TO MATCH EXISTING GREEN BIKE ;
LANE, SEE CALTRANS STD PLAN'
I : t I I �) A20D D-EtAIL 39AWITH GREEN`
END PROPOSED LANE \1 i ! t ( TRAFFIC PAINT /
STRIPING MATCH TOg��j"" l
EXISTING
EXISTING RIGHT
t
TURN LANE TO
REMAIN zs' m,
0 63'
!F IC 1 6311
1 /
STRIPING PLAN - EL CAMINO REAL
SCALE: 1"= 40' HORIZONTAL
y No. 80356
z Exp. 12/31/20
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
595 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 ft 858.259.4812 1 piaaenglneering.com
CHANGE NO.
DESCRIPTION
APPROVED
DATE
4`
EXISTING LANE
STRIPING TO
REMAIN
;l
V
114{ J ( F 1 (J
63' 51f i I \1 f41f Ir(�lli II I t 1 t (t \\
\
PROPOSED 8' WIDE BIKE
LANE WITH6 "WHITE LINES
it i� IM VN
PER CALTRANS STD PLAN i
A20D DETAIL 39 AND 39A 1 1 I
�EXIPTING LAN STRIRIN(�
REF
RESH / ( IIN E� STING Ld STRIPING ATION T ��
SATISFACTION FCITYOF °
ttm,\EWtIY}I S
EXISTING LANE I 1
STRIPING TO BE
REMOVED
�`riI li 1` it
BIKE LANE LEGEND A + f
PER CALTRANS STD
PLANA24AANDA24D
,-
>t
I I
I1'/ 15'
CENTER LANE
11 SIPIN
G�
6" CURB &GUTTER REFRESH RII N
RE IN EXISTING \
PER SDRSD 0-2; ; 1111 L-: LOCATI9N TO- SAP*779N
SEE SHEET 3 .1 111 �' O CI71"OFFJNCCINITAS
PROPOSED 8' WIDE BIKE ) " EXTIN(3 ORTHBOUND I
LANEWITH6 "WHITE ( j1
LINES PER CALTRANS STD \ i I I I'� TRAVEL ES
PLANA20D DETAIL 39 ; . - 8' \
y If
o? _
i 4r f2 t
uj
V�GETAilC)N
VZ 21
EXISTING i ! w
STRIPING TO f I I \ 1 \ \
BE REMOVED !
_j
It
`; -
t
PROPOSED 8' WIDE BIKE
LANE WITH GREEN TRAFFIC 15' Y4
+/ z +) 2' +/ 11'+ 14' +
PAINT FOR 50 FEET FROM / f
START OF CONFLICT ZONE �ISTING SQGTHBOUND
TRAVEL LANES >6
/ f
,
6" CURB &GUTTER
PER SDRSD G -2;
SEE SHEET 3 { f I 1 /
TRANSITION 8' WIDE BIKE LANE
TO MATCH EXISTING GREEN BIKE ;
LANE, SEE CALTRANS STD PLAN'
I : t I I �) A20D D-EtAIL 39AWITH GREEN`
END PROPOSED LANE \1 i ! t ( TRAFFIC PAINT /
STRIPING MATCH TOg��j"" l
EXISTING
EXISTING RIGHT
t
TURN LANE TO
REMAIN zs' m,
0 63'
!F IC 1 6311
1 /
STRIPING PLAN - EL CAMINO REAL
SCALE: 1"= 40' HORIZONTAL
y No. 80356
z Exp. 12/31/20
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
595 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 ft 858.259.4812 1 piaaenglneering.com
PL5A 2235 -02
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY.
DRAWN BY
CHECKED B`Y
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
BAK
BAK
TGL
DESCRIPTION: STATION "ENC -36" POINT 1038
LOCATION: NE CORNER OF DRAINAGE CURB INLET IN
EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF
EL CAMINO REAL INTERSECTION
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: �_ e7
R.C.E. NO.: 80356
TYLER G LAWSON EXp.: 12/31/20
REC MMENDED: A OV
9
JE SE OWENS DWARD J. MER
S ( CITY `I B r
DATE DAT Z�
PEDESTRIAN RAMP DETAILS / OFFSITE IMPROVEMENTS / STRIPING PLAN FOR:
WESTMONT OF ENCINITAS
1920 S. EL CAMINO REAL
APN: 262- 160 -26 & 27
PLANNING CASE NO: 16 -131 MUP / DR 1 PMW / CDP
14075 -1
PUBLIC WORKS
TYLER G LAWSON DATE
PLANNING
RECORD FROM: ROS 18416
ELEVATION: 37.521' DATUM: NAVD -88
EDWARD J. WINNER DATE
CITY ENGINEER
REVIEWER
INSPECTOR
SHEET 4 OF 4
PL5A 2235 -02