2014-12130 I (Plans)v
RIGHT
-OF -WAY CONSTRUCTION
I.E. @ MAIN
PERMIT STANDARD
AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS,
CONDITIONS
1.
NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL
27.
TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS
ORDERLY CONDITION.
KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS
23.
IMMEDIATELY AFTER BACKFILUNG. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE
DOUGLA E. OCEAN
ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR
OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS
BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED
24.
AS STATED ON THE PERMIT.
COMPANY, RANCHO COASTAL ENGINEERING & SURVEYING INC.
SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY
2.
AT LEAST 48 HOURS PRIOR TO STARLING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE
43.92
REPLACE WiTH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF
PHONE NUMBER: 760- 510 -3152
NOTIFIED FOR LOCA11ON OF UNDERGROUND UTILITIES AT 1- 800 - 422 -4133. THE PROPOSED DIG
CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED
THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR
1 +54.86
AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA).
BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A
CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING
3.
ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A
48.6
SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY,
PERMITTEE SHALL COMPLY WTH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF
VALID CALIFORNIA CONTRACTOR'S UCENSE OF THE APPROPIATE CLASS.
1 +31.55
AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE
4.
ALL TRAFFIC CONTROL WTHIN THE CONSTRUC11ON AREA SHALL BE SUBJECT TO AN APPROVED
OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE.
PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE
48.6
TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE
53.6
LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED.
1 +12.05
CITY INSPECTOR IN COMPLIANCE WiTH THE "WORK AREA TRAFFIC CONTROL HANDBOOK", LATEST
28.
WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF
WS -OS ..................
ED111ON PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES
SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WTH A STANDARD
Z U
PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE
REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE
AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DUTY AUTHORIZED REPRESENTATIVE
(1) INCH AC GREATER THAN EXISTING STRUCTUAL SECTION, WHICHEVER IS GREATER. REFER TO
TO ORDER, ON THE RENTAL BASS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY
THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, REPAIRS TO PCC PAVEMENT SHALL BE
AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL
MADE PURSUANT TO THE SPECIFICA11ONS OF THE ASSIGNED ENGINEERING INSPECTOR.
COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL.
29.
IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE
5.
APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR,
OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE
SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUC11ON OF PERMITTED WORKS
DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE
WiTHIN THE CITY RIGHT -OF -WAY, WiTH A COPY OF THE PERMIT INCLUDING THESE STANDARD
DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE
CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA
SHALL BE CHARGED WiTH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING
TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN
SERVICES.
PROGRESS.
30.
WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING Will BE REQUIRED FOR APPROVAL
6.
PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE CITY SPECIFICATIONS AND
BY THE DIRECTOR OF ENGINEERING SERVICES. ALL OSHA REGULA1IONS SHALL BE MET.
APPROVED PLANS, SUBJECT TO INSPEC11ON AND APPROVAL BY THE DIRECTOR OF ENGINEERING
31.
ALL DIREC11ONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY
SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND
THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE
WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST
DIRECTOR OF ENGINEERING SERVICES. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS
BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE.
IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT
CERiiFlCATiON SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE
APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING
CITY.
AND INTERMEDIATE BORE PITS MAY BE REQUIRED.
7.
NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR
32.
ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPUCANT'S SITE PLAN FOR
HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST
THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS,
RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY
CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES
AUTHORIZED REPRESENTATIVE. ANY QUES11ONS REGARDING DAYS CITY HALL IS CLOSED, CALL
HAS A SPECIAL CONCERN.
(760) 633 - 2770.
33.
PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO
&
NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE
YEARS SHALL BE CATEGORICALLY DENIED.
STARTED BEFORE 7 :30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS.
34.
THIS PERMIT MAY BE IMMEDIATELY REVOKED FOR REASONS IN THE BEST INTEREST OF THE CITY,
9.
NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS
FOR VOLATiON OF PERMIT CONDITTONS, OR FOR THE CREATION OF A NUISANCE, ALL UPON
AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF
NOTICE GIVEN BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS AUTHORIZED REPRESENTATIVE.
ENGINEERING SERVICES ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS
IN THE EVENT OF SUCH REVOCATION, APPLICANT SHALL IMMEDIATELY CEASE ALL OPERATIONS
SHOWN ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WiLL REQUIRE A TRAFFIC
AND RESTORE CITY RIGHT -OF -WAY AS DIRECTED BY THE DIRECTOR OF ENGINEERING SERVICES OR
CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOS OFFICE CAN BE CONTACTED
HIS DULY AUTHORIZED REPRESENTATIVE. AFTER NOTIFICATION, CITY MAY TAKE FULL POSSESSION
AT (760) 633 -2704.
OF THE AREA. APPLICANT SHALL PAY TO THE CITY ANY AND ALL COSTS INVOLVED, IN THE
10.
THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUC11ONS AND COMPLETELY OPEN TO
EVENT THE CITY HAS TO RESTORE CITY PROPERTY OR REMOVE ANY ITEMS INSTALLED BY THE
TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS,
35.
APPLICANT.
THIS PERMIT MAY BECOME VOID IN THE EVENT THE USE PERMITTED IS NOT STARTED WITHIN
DEFINED HEREIN.)
SIXTY (60) CALENDAR DAYS FROM THE DATE OF ISSUANCE OR IN THE EVENT THE PERMITTED
11.
iWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR
USE IS ABANDONED FOR A PERIOD EXCEEDING SIXTY (60) CALENDAR DAYS AFTER CONSTRUCTION
MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC,
PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC
HAS BEGUN. IN SUCH EVENT, IT SHALL BE NECESSARY TO OBTAIN A NEW PERMIT AND PAY
CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME
ADDITIONAL FEES. UPON COMMENCEMENT OF WORK, ALL OPERATIONS, INCLUDING CLEANUP AND
FLAGMAN.
RESTORATION OF CITY RIGHT -OF -WAY, SHALL BE COMPLETED WTHIN THE TiME LIMIT SPECIFIED
12.
ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT UNES AND AC
BY THE PERMIT.
REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING
36•
THE PERMITTEE GUARANTEES TO SAVE, INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS
SERVICES OR HIS DULY AUTHORIZED REPRESENTATNE.
AND ALL ITS AGENTS, OFFICERS, EMPLOYEES AND OFFICIALS AGAINST ALL LIABILITIES, JUDGMENTS,
COSTS AND EXPENSES, WHICH MAY IN ANY MANNER OR FORM ARISE IN CONSEQUENCE OF THE
13.
OPEN TRENCH MUST BE BACKFlLLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR
ISSUE THIS PERMIT ANY WORK PERFORMED IN CONSEQUENCE THEREOF.
METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. METAL PLATES
37.
ER N
THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED, INSTALLED AND EFFECTED UNDER THIS
ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL 4 SIDES AND MUST BE
()
PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION. ANY REPAIRS
MAINTAINED. REFER TO THE CITYS STANDARD DRAWNG DATED JULY 31, 1990.
REQUIRED DURING THE GUARANTEE PERIOD SHALL BE MADE AT THE EXPENSE OF THE PERMITTEE.
14.
NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES
AT THE OPTION OF THE DIRECTOR OF ENGINEERING SERVICES, REPAIR WORK MAY BE PERFORMED
OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITYS STANDARD DRAWING DATED
BY EITHER THE PERMITTEE OR THE CITY.
SEPTEMBER 30, 1996.
38.
PERMITTEE HAS READ, UNDERSTANDS AND AGREES TO COMPLY WTH ALL CONSTRUCTION PERMIT
15.
TWO SACK SAND - CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB
PROVISIONS AND STANDARD CONDITIONS.
AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL.
16.
TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL
SIGNATURE:
EXCAVATIONS WTHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL
LOCATIONS MERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE
AS BACKFILL.
!/
17.
CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITTNG IN GUTTERS,
PERMITTEE DAV
STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE
ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND
A
Li 1�
1`
PENALTIES
18.
ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL
PRINTED NAME/TITLE /COMPANY
BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SAiiSFAC11ON OF THE
DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPESENTATiVE.
19.
ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE
DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE
20.
TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE
PROGESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE
DISTURBED AT ONE TiME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY
BRIDGING OR BACKFILUNG.
21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW,
ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE
(5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS
OTHERWSE AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE
SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN
THIRTY (30) INCHES BELOW THE ROADWAY SURFACE.
21 (A).WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS
ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UiILITES SHALL MAINTAIN A
MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY.
ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR
OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE.
SDWD WATER NOTES FOR IMPROVEMENT PLANS
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPEOFICA11ONS OF THE CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC).
THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DATE OF ACCEPTANCE.
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE
OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE
24 HOURS N0110E ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED
WITHOUT BENEFIT OF INSPECTION WiLL BE SUBJECT TO REJECTION AND REMOVAL
3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION
CONFERENCE WiTH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF
WORK ON WATER IMPROVEMENTS PHONE: (760) 633 -2709.
4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WiLL BE MADE BY THE
CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF
THE ESTIMATED COST BY THE DEVLOPER.
5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE
PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET.
6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH
RESIDENTIAL LOT.
8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY
FOR ALL TRENCH WORK.
9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK '.EXISTS, OR 7 FEET
FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WiLL BE CONSTRUCTED.
10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH PUNTS IN WATER MAIN.
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY
EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED
WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE
EASEMENTS, AND THE RESULTS APPROVED BE THE CITY OF ENCINITAS, BEFORE THE WATER LINES
ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS
TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC)
SPECIFICATIONS.
14. FILL AREAS MUST BE COMPACTED TO 907, PRIOR TO PIPE INSTALLATION.
15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WiTHIN THE LIMITS OF THIS
PROJECT.
16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, i.e., UNE CROSSINGS, LINE
PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED
UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW
DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS
COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE
CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE
AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER.
18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY
(FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT.
21. CONTRACTOR TO SUPPLY DOCUMENTATION SHORNG THAT ANY ASBESTOS WATER PIPES REMOVED
FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY
WASTE DIVISION.
22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WTH HIGH DEFLECTION
COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND
VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS SAW CUT INTEGRAL BELL END OF
STANDARD PIPE AND BEVEL END FOR USE WTH DEFLECTiON COUPLINGS. USE 9.5 -FOOT PLAIN
END PIPE LENGTHS WTH DEFEECTION COUPLING FOR ALL RADII BETWEEN 140 FEET TO 270 FEET.
USE 19 -FOOT PIPE LENGTHS WITH DEFEECTION COUPLING FOR ALL RADII BETWEEN 270 FEET TO
560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WTH A 19 -FOOT PLAIN
END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLING ON EACH END OF THE CHORD
AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN
560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS
SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE.
23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED
IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN
COMPLIANCE WTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD
BRASS PARTS.
24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED
WTH CATHODIC PROTECTION IN ACCORDANCE WTH WC -17 OR WC -18.
25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN
SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION
STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED
BY THE SDWD INSPECTOR.
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WTH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WTH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN
ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE
CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
THEREON. THE ENGINEER AGREES TO INDEMNI Y AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AGENTS, AND EMPLOYEES F PROPERTY AMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF E ENGINEE AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND
SCOPE OF SUCH AGENCY AN EMPLO AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
22.
ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY.
I.E. @ MAIN
I.E. OF LAT.
�➢ MAIN.
AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS,
I.E. Q P. L.
SLOPE %
SHALL BE REMOVED FROM THE RIGHT -OF -WAY THE ROADWAY SHALL BE LEFT IN NEAT AND
DEPTH BELOW
F. G. ® P. L.
STA. #
ORDERLY CONDITION.
SIGNATURE: DATE: I'!
23.
ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND
DOUGLA E. OCEAN
7,87'
OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS
68.4%
24.
ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE
COMPANY, RANCHO COASTAL ENGINEERING & SURVEYING INC.
6" DIA.
KEPT OPEN TO TRAFFIC AT ALL TiMES, UNLESS OTHERWSE APPROVED BY THE DIRECTOR OF
ADDRESS: 310 S. TWIN OAKS VALLEY RD. #107 -297
43.92
ENGINEERING SERVICES.
PHONE NUMBER: 760- 510 -3152
25.
CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED
RCE EXPIRES: 12/31/2.0 -1-1
1 +54.86
4" DIA.
BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A
42.76
44.06
CLEAN NON -SKID SURFACE WTHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE.
48.6
26.
PERMITTEE SHALL COMPLY WTH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF
5'
1 +31.55
ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST
UNIT 3
42.87
OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE.
7.87'
NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE
Az
e I1 fq-(7 DESCRIPTION: CITY OF ENCINITAS PT. NO. 1004. CITY
OF ENCINITAS BRASS DISC.
f LOCATION: TOP OF DRAINAGE BOX, WEST SIDE OF HORIZONTAL: 1 " =20'
71 KNUCKLE OF RAINTREE DRIVE AS SHOWN
ON RECORD OF SURVEY NO. 18416. VERTICAL: N/A
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 67.64' DATUM: NAVD 88
-,PoV(o
E • Z
0
C 39726
OF CA,
.^
OWNER & PERMITTEE:
LARRY DORAN
3288 GARFIELD ST
CARLSBAD, CA 92008 -3125
760 -908 -9489
SITE LOCATION:
APN'. 254 - 054 -67
1578 N. COAST HWY
ENCINITAS, CA
LEGAL DESCRIPTION:
THAT PORTION OF BLOCK 19 OF NORTH LEUCADIA, IN THE
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 524 FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, APRIL 6, 1988, MORE PARTICULARLY DESCRIBED
IN DOC. 1994 - 0276407 RECORDED APRIL 26, 1994.
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
SIGNATURE: a LG%Q&_ DATE:/" 9 ad's
ARILY D. DORAN, TRUSTEE
LWD SEWER NOTES:
* SEE SEWER NOTES ON GRADING PLANS,
DWG. NO. 12130 -G.
SEWER LATERAL TABLE
#
I.E. @ MAIN
I.E. OF LAT.
�➢ MAIN.
LENGTH
IN FEET
I.E. Q P. L.
SLOPE %
FINISH GRADE
ELEV. @ P.L.
DEPTH BELOW
F. G. ® P. L.
STA. #
REMARKS
MIXED USE PROJECT - 1578 N. COAST HIGHWAY
COMM. 1
42.38
43.68
7,87'
49.0
68.4%
54.0
5'
1 +95.29
6" DIA.
UNIT 1
42.62
43.92
7.87'
48.7
60.7%
53.7
5'
1 +54.86
4" DIA.
UNIT 2
42.76
44.06
7.87'
48.6
57.7%
53.6
5'
1 +31.55
4" DIA.
UNIT 3
42.87
44.17
7.87'
48.6
57.2%
53.6
5'
1 +12.05
4" DIA.
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
LEUCADIA WASTEWATER DISTRICT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY: LWD DISTRICT ENGINEER
STEPHEN DEERIRG,
2Gf/
RCE DATE
SDWD W15 -030
PARKS & RECREATION
GRPNpv\t o
Z
'CR E o
vA C
SITE s
0
s
SSREEj v
X y EpGEBURj
0
o RPNGE S,�EET
m
i
VICINITY MAP
T.B. PG. 1167 -D3
NOT TO SCALE
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
STANDARD DRAWINGS:
w CD
w
STANDARD SPECIFICATIONS
PROP.
1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
(2012 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL
OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK
ZONES," (1996
EDITION).
z
3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL
2006.
STANDARD DRAWINGS
STANDARD PROJECT
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL
2006.
2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
DESCRIPTION STD DWG
SYMBOL
PARCEL MAP BOUNDARY ........ ...............................
- -
PROPOSED LOTLINE ............... ...............................
L`J
RIGHTOF WAY ..................... ...............................
Q c°O
CENTERLINE ........................ ...............................
-
EXIST. FIRE HYDRANT...... _. ..............................
PROP.
EXIST. CONTOUR. . . . . ------.-54
�
EXIST. SEWER MAIN .............. ...............................
S
EXIST. WATER MAIN .... ............................... .........
W
EXIST. OVERHEAD LINE ........... ...............................
OH
EXIST. EDGE OF PAVEMENT ..... ............................... -
h lh
EXIST. BLOCK WALL ............... ...............................
PROP. P.C.C. CURB /WALL
PROP BIO RETENTION PLANTER STRIP ........ ..............
PROP. 54" CONC. PIPE WITH CLEANOUT.......D- 9........ O
PROP. 4" PVC DRAIN PIPE ...... ............................... 3
PROP.ef „ SQ. AREA DRAIN .... ............................... ❑O
PROP. 6" CURB & GUTTER .............. "G -2" ............. .
ENCINITAS FIRE DEPT.
&IV 5r 0
SIGN DATE GN DATE
FIRM EXP. DATE SIGN
VDRAWN BY: DHEGDEL BY: ENGINEERING DIVISION APPROVALS
BMW DEL D UNDER SUPERVISION OF RECOMMENDED:4. APPROVED:
DATE:
FIELD OPERATIONS
PLANNING AND BUILDING
DATE
w T Vr tNUI141IAJ -
STREET IMPROVEMENT PLAN FOR:
R.C.E. N0. 39726 MASIH MAHER GLENN PRUIL I
EN R f �� jp 3�8�/d
DOUGLAS . IOGAN EXP. 12 -31 -t1 DATE 3 DATE 13 -223 TPM
DATE
i,l f ► ► li
w CD
w
U
PROP.
1.5" PVC DRAIN PIPE ........:.
........................ -
Z
PROP.
SIDEWALK UNDER DRAIN ...........D-
27 ............. - - - - -
-
z
~ w
Cn
STANDARD PROJECT
0
O N
Ln
0'0
SAN DIEGUITO WATER DISTRICT
PROP.
12" PVC DRAIN PIPE ... ...............................
L`J
Q c°O
SIGN
SIGNATURE TO EXPIRE 2 YEARS AFTER DATED SIGNED
z�
o
� Z
w
PROP.
TYPE "B" CURB INLET .............
D- 2...............
cn O
U
PROP.
1" WATER SERVICE /METER.....
WS -01, WC- 17.....
O w
PROP.
4" FIRE LINE .................
WS -OS ..................
Z U
ENCINITAS FIRE DEPT.
&IV 5r 0
SIGN DATE GN DATE
FIRM EXP. DATE SIGN
VDRAWN BY: DHEGDEL BY: ENGINEERING DIVISION APPROVALS
BMW DEL D UNDER SUPERVISION OF RECOMMENDED:4. APPROVED:
DATE:
FIELD OPERATIONS
PLANNING AND BUILDING
DATE
w T Vr tNUI141IAJ -
STREET IMPROVEMENT PLAN FOR:
R.C.E. N0. 39726 MASIH MAHER GLENN PRUIL I
EN R f �� jp 3�8�/d
DOUGLAS . IOGAN EXP. 12 -31 -t1 DATE 3 DATE 13 -223 TPM
DATE
i,l f ► ► li
MIXED USE PROJECT 12130 -I z_ z
1578 N. COAST HIGHWAY U O
ENCINITAS, CA 92024
P SHEET 1 OF w a-
R: \Projects \7283 - Doran \7283- IP01.dwg 9/10/2015 2:18 PM
w CD
w
_Z o
BMP PROJECT STATUS
J Q
Q :�i
~ w
Cn
STANDARD PROJECT
0
O N
Ln
0'0
SAN DIEGUITO WATER DISTRICT
Q O
Ln
Q c°O
SIGN
SIGNATURE TO EXPIRE 2 YEARS AFTER DATED SIGNED
z�
o
� Z
w
NT
DWG. NO.
MIXED USE PROJECT 12130 -I z_ z
1578 N. COAST HIGHWAY U O
ENCINITAS, CA 92024
P SHEET 1 OF w a-
R: \Projects \7283 - Doran \7283- IP01.dwg 9/10/2015 2:18 PM
60
58
56
54
52
50
1 +00
5' P.C.C.
SIDEWALK
PER G -7
SAWCUT E A.C.
NEAR (� & SLOPE
NEW A.C. TOWARDS (E) A.C.
CURB ® 5.0% MAX I 18"
1 % -5%
(E) A.C.J 1 v /. \`J(r \N// \\7N _. \3 ,
A.C. OVERLAY A.C. SECTION 4" (MIN.) 6" P.C.C. CURB &
SECTION A.C. OVER 6" CL. IT GUTTER, PER G -2
BASE OR PER
SOILS ENGINEER
RECOMMENDATION.
CROSS-SECTION AVOCADO STREET
NOT TO SCALE
3' LANDSCAPING AREA TO BE FL
MAINTAINED BY PROPERTY
OWNER, PER PROPOSED
ENCROACHMENT MAINTENANCE
5 P.C.C.
& REMOVAL AGREEMENT SIDEWALK
DOC. 1015- 057 6041 .
RECD lb -M -IS
SAWCUT E A.C.
INSTALL 6" P.C.C.
CURB /GUTTER
2 +00
CURB PROFILE
SCALE:
HORIZ: 1 " =10'
VERT: 1"=5'
NOTE:
• FOR MORE DETAILED
INFORMATION ON OFFSITE
DRAINAGE STORAGE SYSTEM
REFERENCE DWG. NO. 12130 -G
NOTE.
• FOR ALL IMPROVEMENTS
INSIDE BOUNDARY REFERENCE
DWG. NO. 12130 -G.
1
LO
O
1
Ln
N
Z
a_
Q
q 20' DWY
12" PVC
DRAIN PIPE
5
1 -Yz PVC----,
PIPE. y
N
n '
10 5 0 10 20 CLEANOUT
CROSS - SECTION - COAST HIGHWAY SCALE IN FEET oh°` 6
NOT TO SCALE SCALE: 1" = 10'
15 APN: 254 - 054 -67 CURB PLAN PQ�
PROP SEWER PROP. WATER SCALE = 1 " =10' 7
LATERAL (TYP. LATE. AL (TY .)
I o 1 oo•y a _ A E) WATER METER
X (53.7') Sg 6I w w w w w w ° w n= �I w y (TYP.)w 3 LANTER w w54.16- w ��54.1
5 5 I X53:6')_ - a .Nl5 °03'23 "WN _ .x140.01'
^ ^- 1 +O0 w. Y W w w w w W w w w W W +5OW w ���O.v w W V. w w Y w Ow W W +00 W W W w w w w W L]
20' 20'
40'
R. 0. W.
X (54.8')
8 +•5 • ` `•r tJY•y�
I ?`%i?;.:. •3 +30.74
55.00 TC
`+ :END CURB
OH
- 17,'` `_ (E) LWD SMH
:' 4 # 02 -0110
5' .;; ,:a ?':, ::: >,. •: 54.6'
RIM = 54.84' o =
= 41.84)\ "
x 1 )
(D -
(A _
of \
'G �::•t _ `" _ 2 ' >`� &j (E) LWD SMH "
o" 02 -0100
r
?'I #
I D' T 3` I
54.4'
z
m'
�w ❑
X
°
IE -41.95
\a
3
0
;r>
h
ov
0
NA
2 +56
7C /EC
0
w I 10
X ry
(n I "
On)
O
Q 54.2'
`—� O o
Q Poart ecas CSrnf
PC4 PA)ttgL MAP
(E) FIRE
HYDRANT
" 14 -
_ r
x
S O -- ----- - S
RIM 53.64' 53.5
O "- p
X 53.4 .. ,. :..:. , ::,,.,,... ,. -
�.:
00
•::•r: <::.: ,,.:......:. <.:: ^sx�•:,:> 2 X 533' X
4
0. ( E ) LWD SMH
.....::...
_ ... .. .. . 'S _ ., .... 02 -0170
a
11
.:...:.... .
h x
..... ......
+raw 11 0
- Lnm c
W W W W W 12 W W W— - -W W W-
°' NORTH COAST HIGHWAY 101
(53.8') (53.8') 53 8'
o
APPROX. LOCATION
53.8 OF 12" ACP WATER (53.70
PER SDWD WO -70 -7
3 +00
WORK TO BE DONE
0— q 20' WIDE DRIVEWAY APRON PER SDRSD G -14 TYPE "D ", SEE
DETAILS THIS SHEET.
O2 — CONSTRUCT 6 -INCH "G -2" CURB & GUTTER PER SDRSD STANDARDS.
O— CONSTRUCT FRONTAGE IMPROVEMENTS ALONG NORTH COAST HIGHWAY
101, PER DETAIL THIS SHEET,
O4 — CONSTRUCT FRONTAGE IMPROVEMENTS ALONG AVOCADO STREET, PER
DETAIL THIS SHEET.
O5 — CONSTRUCT D -2, TYPE "B" CURB INLET PER SDRSD STANDARDS.
O— CONSTRUCT SIDEWALK UNDERDRAIN PER SDRSD D -27 ® 2.0 7, 3"
PVC PIPE.
O7 — CONSTRUCT PEDESTRIAN RAMP PER SDRSD G -27 TYPE "A ".
SO — CONSTRUCT 6 -INCH "G -2" CURB & GUTTER PER SDRSD STANDARDS
FOR TRANSITION FROM EXISTING TO NEW P.C.C. CURB /GUTTER.
O— RELOCATE STOP SIGN OUT OF TRAVELED WAY TO LOCATION
INDICATED ON PLAN.
10 — GRIND AND OVERLAY HWY 101 WITH 2 -INCH A.C. OVERLAY ALONG
S
FRONTAGE OF PROJECT, FROM LANE STRIPING TO LIP OF GUTTER.
11 — INSTALL 1" WATER LATERAL PER WS -01 & WC -17 AND METER PER
WS -03 FOR EACH UNIT AS SHOWN ON PLAN.
12 — EXISTING 1" LATERAL & 5/8" METER TO BE ABANDONED PER SDWD
STD. NOTE 25.
13 — PROPOSED 4" BACKFLOW PREVENTER WITH FIRE SERVICE PER WR -02,
WF -05 TO SERVE ALL UNITS INCLUDING COMMERCIAL & 3 UNITS.
14 — EXISTING FIRE HYDRANT TO BE UPGRADED TO INDUSTRIAL SIZE FIRE
HYDRANT, PERWF -01, WF -04.
15 — INSTALL PED. RAMP FOR TRANSITION FROM PROPOSED IMPROVEMENTS
S
TO EXISTING CONDITIONS. USE TRANSITION PORTION OF G -14D
DRIVEWAY APRON.
16 — 10' TRANSITION PER SDG -110
17 — INSTALL "NO PARKING FIRE LANE" SIGNS. LOCATION & NUMBER OF
SIGNS TO BE DETERMINED BY FIRE INSPECTOR AT TIME OF
CONSTRUCTION. SIGNS PER ENCINITAS FIRE DEPT. STANDARDS.
CURB DATA TABLE
®
I DELTA
BEARING
RADIUS
DISTANCE
DESCRIPTION
N 15 °03'23" W
o
�!
135.00'
6" G -2 CURB /GUTTER
®2
A =90 °00'00"
20.00'
31.42'
6" G -2 CURB /GUTTER
"
Ln!
w
S 74 °56'37" W
74.32'
6" G -2 CURB /GUTTER
AC OVERLAY
PROPOSED CURB / SECTION
& GUTTER AT /
DRIVEWAY ENTRANCE
SECTION I
1 „ ABOVE GUTTER
I
N.T.S.
I
DRIVEWAY APRON
AT GUTTER GUTTER /
MODIFIED G -14D DRIVEWAY DETAIL
NOT TO SCALE
(E) MEDIAN
T
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED Y: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DWG. N0.
DESCRIPTION: CITY OF ENCINITAS PT. No. 1004. CITY L S PREPAR J UNDER SUPERVISION OF RECOMMENDED: APPROVED: STREET IMPROVEMENT PLAN FOR:
ey� _ OF ENCINITAS BRASS DISC. Z
�- LOCATION: TOP OF DRAINAGE BOX, WEST SIDE OF HORIZONTAL: 1” = 10' DATE: ,
KNUCKLE OF RAINTREE DRIVE AS SHOWN ,�/I/ 1 • /V '�� � 6 MIXED USE PROJECT 12130 —I
ON RECORD OF SURVEY NO. 18416. VERTICAL: 1" = 5' R.C.E. NO. 39726 MASH MAHER GLENN PRUIM 1578 N. COAST HIGHWAY
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ENGINE 3 /di to 3 / /Sn�b ENCINITAS, CA 92024
ELEVATION: 878x' DATUM: NAVD 68 DOUGLAS E. LOGAN EXP. 12 -31 -17 DATE DATE ' 13 -223 TPM /DR /CDP IISHEET 2 OF 4
R: \Projects \7283 - Doran \7283- 1P02.dwg 3/7/2016 9:33 AM
C�
z
W
� U
� O
07
O W
Z_ U
W O
W
z�
— O
U
D
Z
W•
J_
J
Q
Q ::�ii
~ W
Cn
Q �
O�
U
O N
Ln
S
Ur-0
zl
Q O
Qf ,
Ln
W
:�iiO
QCD
zr__
V) O
� Z
W
W Nv
Z Z
C� O
z=
Wa_
fn•O•RAMP 20'
DRIVEWAY OPENING
G•ORAMP
—
o
�!
Y
o
LO!
"
Ln!
w
8,33%
8 33%
0
0
LO
DEPRESSED CURB
Ln
GUTTER
"G -2" CURB
PLAN
& GUTTER
N.T.S.
PROPOSED
(E) AC
S
AC SECTION
SECTION q1
DRIVEWAY
R
� SIDEWALK/
'S0 tNK
tK
h -
DRIVEWAY RAMP
1_5%
�g�'
AC OVERLAY
PROPOSED CURB / SECTION
& GUTTER AT /
DRIVEWAY ENTRANCE
SECTION I
1 „ ABOVE GUTTER
I
N.T.S.
I
DRIVEWAY APRON
AT GUTTER GUTTER /
MODIFIED G -14D DRIVEWAY DETAIL
NOT TO SCALE
(E) MEDIAN
T
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED Y: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DWG. N0.
DESCRIPTION: CITY OF ENCINITAS PT. No. 1004. CITY L S PREPAR J UNDER SUPERVISION OF RECOMMENDED: APPROVED: STREET IMPROVEMENT PLAN FOR:
ey� _ OF ENCINITAS BRASS DISC. Z
�- LOCATION: TOP OF DRAINAGE BOX, WEST SIDE OF HORIZONTAL: 1” = 10' DATE: ,
KNUCKLE OF RAINTREE DRIVE AS SHOWN ,�/I/ 1 • /V '�� � 6 MIXED USE PROJECT 12130 —I
ON RECORD OF SURVEY NO. 18416. VERTICAL: 1" = 5' R.C.E. NO. 39726 MASH MAHER GLENN PRUIM 1578 N. COAST HIGHWAY
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ENGINE 3 /di to 3 / /Sn�b ENCINITAS, CA 92024
ELEVATION: 878x' DATUM: NAVD 68 DOUGLAS E. LOGAN EXP. 12 -31 -17 DATE DATE ' 13 -223 TPM /DR /CDP IISHEET 2 OF 4
R: \Projects \7283 - Doran \7283- 1P02.dwg 3/7/2016 9:33 AM
C�
z
W
� U
� O
07
O W
Z_ U
W O
W
z�
— O
U
D
Z
W•
J_
J
Q
Q ::�ii
~ W
Cn
Q �
O�
U
O N
Ln
S
Ur-0
zl
Q O
Qf ,
Ln
W
:�iiO
QCD
zr__
V) O
� Z
W
W Nv
Z Z
C� O
z=
Wa_
NO.
111:6141V121161121
APPROVED I DATE
GS
Co O
—t– –
BENCHMARK SCALE
DESCRIPTION: CITY OF ENCINITAS PT. NO. 1004. CITY
OF ENCINITAS BRASS DISC.
LOCATION: TOP OF DRAINAGE BOX WEST SIDE OF HORIZONTAL: _
KNUCKLE OF RAINTREE DRIVE AS SHOWN
ON RECORD OF SURVEY NO. 18416. VERTICAL:
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
STEVEN M. AHLES
C # 2538 i
AL
R gE 30-17
SPECIAL DISTRICT
119 AVOCADO
(E) MULTI -UNIT
NOTE. LANOSCAPZVG AND rA41GArXo v IN
Pubuc A/w fb 0JFMAXAlfA2.VEd
QY PILOP69P/ iowwgQ rA.w EA/CKOAcw^jEA/f
MA2NIEMANZE AND 1?&*aa.4L COUENAMT
1)O4.101S- 0S2iO4/ /tEf_.OA/ 10 -10_jr
COAST HWY 101
LAN DSCAPE PLAN
NORTH
O 8 16 FT.
:m"
5GALE
ucsDELu °T` uBI �': ` "t`DEL aY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LANDSCAPE PLAN FOR:
DATE: 2� /tA 11A MIXED USE PROJECT
LA DSCAPE ARCHITECT CA # 2538 MASIH MAHER GLENN PR�11M 1578 N. COAST HIGHWAY
STEVE M. AHLES EXP. 9 -30 -17 3/R /i6 3 / /A //� ENCINITAS, CA 92024
DATE DATE 13 -223 TPM /DR /CDP
Z: \Autocad DWG \Encinitas \Leucadia Mix
Use \LaEsquina \Construction Docs \Landscape \Construction
Documents \2016 -01 -05 \1564– LP(out 1- 29- 16).dwg
>m
!Y O
=) U
Cl)
w
Z
CY 0
W ZD
W O
Z_ p
CD
Z J
W Q
Q W
H
o�
U N
OL
to
U I
Z
�O
Ln
W ^
�O
Q�
Z�
DWG. NO. U' o
W Z
12130 -1 zZ
30
W
2/2/2016 9:59 AM
NO.
PLANTING NOTES
SOIL MANAGEMENT
I. THE PLANTING PLAN 15 DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR
PROVIDE 501L TEST OF CHEMICAL AND AGRICULTURAL ANALYSIS BY AN INDEPENDENT
SETTING OUT PLANTS. PRIOR TO PLANTING, THE LAND50APE ARCHITECT SHALL BE
AGRONOMIC 501L5 TESTING LABORATORY. REPRESENTATIVE 501L SAMPLES SHALL BE
CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS.
TAKEN IN THE FIELD AND A WRITTEN REPORT SHALL BE PREPARED BY THE A6RONOMI51
2. PLANT MATERIALS SHALL CONFORM TO NUR5ERYMAN'5 STANDARDS FOR SIZE AND
AND SHALL INCLUDE RECOMMENDATIONS FOR 501L AMENDMENTS AND APPLICATION RA
HEALTH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT
FOR 501L PREPARATION FERTILIZATION, PLANTING BAGKFILL MIX, HYDRO MULCH 5LURRY
AND CITY PUBLIC WORKS INSPECTOR IF SUBSTANDARD IN SIZE, QUALITY OR HEALTH.
(A5 APPLICABLE) AND A P05T MAINTENANCE FERTILIZATION PROGRAM.
3. PLANT COUNTS ARE FOR THE CONVENIENCE OF CONTRACTOR ONLY. CONTRACTOR
PROVIDE TWO COPIES OF THE ANALY515 TO THE LANDSCAPE ARCHITECT.
15 RESPONSIBLE FOR ALL PLANTS SHOWN ON PLAN.
4. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS
PROVIDE ACTUAL SOIL AMENDMENTS PER SOIL ANALY515 RECOMMENDATIONS. FOR
THOROUGHLY 50AKED PRIOR TO PLANTING.
BIDDING PURPOSES A55UME THE APPLICATION OF THE FOLLOWING AMENDMENTS AND FI
Superba Fescue
GRADING:
5. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY
CHECKED BY:
FROM ALL BUILDINGS AND FINISH GRADES SMOOTHED TO ELIMINATE PUDDLING OR
150 L1350000 5.F. AGRICULTURAL GYPSUM
STANDING WATER. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND
251_135./1000 5.F. 12 -12 -12 FERTILIZER
MAINTAIN DRAINAGE DURING CONSTRUCTION
150 L55JI000 5.F. "GROWPOWER PLU5 W/ 5ULFER"
DEL
3 CU. YD5. /1000 5.F. NITROFIED ORGANIC 501L AMENDMENT (PER 5PEC)
6. REMOVE ALL EXISTING VEGETATION (EXCEPT INDIVIDUAL PLANTS TO REMAIN PER
ROTOTILL IN THE TOP 6" OF 501L:
PLAN AND AS IDENTIFIED BY LANDSCAPE ARCHITECT.) TRASH, CLIPPING5 AND OTHER
THEREAFTER FOR ALL AREAS:
DEDR15 IN PLANTING AREAS.
RAKE AND FINE GRADE ALL PLANTING AREAS. MAINTAIN A MINIMUM
ERADICATE BERMUDA 6RA55 AND NOXIOUS WEEDS AS FOLLOA5:
2% DRAINAGE AWAY FROM ALL BUILDIN65 AND 5TRUCTURE5, AND 5% WITHIN
A. UPON INSTALLATION OF IRRIGATION SYSTEM, GUT WEEDS AND APPLY AN ALL
FIVE FEET OF BUILDING OR 5TRUCTURE.. SMOOTH FIN15H 6RADE5
PURPOSE FERTILIZER, SUCH AS 250 L55 /AG OF 16 -6 -5 AND IRRIGATE FOR TWO TO
TO ELIMINATE PUDDLING AND STANDING WATER. COORDINATE
FOUR WEEKS.
WITH OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION.
B. WHEN WEEDS AND GRASSES ARE APPROXIMATELY ONE TO TWO INCHES IN
APPLY 501L LEACHING AS ANALY515 INDICATE5
HEIGHT, SPRAY WITH NON SELECTIVE HERBICIDE.
G. PLANT AS SPECIFIED.
PLANTING PITS AND PLANTERS SHALL BE BAGKFILLED WITH AMENDED EXISTING 51TE
SOIL AND I/3 (BY VOLUME) NITROFIED ORGANIC 501E AMENDMENT.
1. PRIOR TO START PLANTING AORK, PLANTING AREAS SHALL BE FREE OF WEEDS
EXP. 9 -30 -17
A
A ND SURFACE ROCKS, , AND CONTRACTOR SHALL ESTABLISH FINISHED GRADES. AFTER
FERTILIZE TREES, SHRUBS AND GROUND COVERS AT TIME OF PLANTING 'KITH AGRIFORM
COMPLETION OF PLANTING WORK, CONTRACTOR SHALL FINE GRADE ALL PLANTING
TABLET(5) PER SPECIFICATIONS AT THE FOLLOWING RATES:
AREAS AND REMOVE SURFACE ROCKS, CLODS AND DEBRIS.
FLAT MATERIAL - 1 (5 GRAM) TABLET LINERS - 2 (5 GRAM) TABLETS
I GAL 51ZE - I TABLET 15 GAL - 5 TABLETS
8. PROVIDE 501L MANAGEMENT PER NOTES
5 GAL SIZE - 3 TABLETS 24" BOX - S TABLETS
1. VERIFY TREE PIT DRAINAGE WITH 24 HOUR HATER FILL TEST PRIOR TO PLANTING.
ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER HOLE DRILLED
Use \LaEsquina \Construction Docs \Landscape \Construction
THROUGH ANY HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE DRAINAGE.
ADDITIONAL PLANTING NOTES
10. PLANTING PITS SHALL BE TWICE THE CONTAINER WIDTH AND OF EQUAL DEPTH.
ROOT BARRIER REQUIREMENT
11. PLANTING PITS AND PLANTERS SHALL BE BAGKFILLED WITH EXISTING SITE 501L AND
PROVIDE DEEP ROOT BARRIERS AT PERIMETER PAVING, CURB, STRUCTURE OR
1/3 (BY VOLUME) NITRIFIED 501L CONDITIONER MIX.
FOUNDATION OF ALL PLANTING AREAS CONTAINING TREES AITHIN 6 FEET OF 51DEHALK,
12. DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUY LARGER TREES AS
STRUCTURE, CURB OR FOUNDATION. BARRIERS SHALL BE 24 INCHES IN DEPTH. LENGTH
NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY FOR THE
SHALL EQUAL 12 FEET PER PROTECTED EDGE. DO NOT WRAP INDIVIDUAL
LENGTH OF THE GUARANTEE.
ROOTBALL5. PALM TREES ARE EXCEPTED. (SEE DETAIL)
ROOT BARRIERS ARE REQUIRED WITHIN 10 FEET OF PUBLIC RIGHT -OF -WAY.
13. (OPEN)
14. NOTE RELATIONSHIP TO PLANTINGS TO IRRIGATION, PARTICULARLY IN LINEAR
CONFIGURATIONS. COORDINATE WHERE PLANTING AND IRRIGATION HEAD SPACING
CORRESPOND TO MAINTAIN UNIFORM SPACING BETWEEN PLANTS AS WELL AS PLANTINGS
AND IRRIGATION.
15. CONTAINER PLANTS SHALL NOT BE PLACED WITHIN 2 FT. OF SPRAY HEAD, 4 FT. OF
LARGE RADIUS ROTOR, UNLESS OTHERN15E INDICATED ON PLAN.
TREE PLANTING DISTANCE /SPACING NOTES
16. SHRUBS 8 TREES SHALL BE UNDER PLANTED WITH GROUND COVER OR HYDR05EED, OR
NON LIVING GROUND COVER, AS 5HOWN BY ADJACENT SYMBOL.
STREET TREES AND OTHER TREES SHALL BE SPACED:
1i. PROVIDE THREE (3") IN. DEPTH SHREDDED BARK MULCH (NO RECYCLED GREEN OR
- 8 FEET FROM TRANSFORMERS, GABLE, AND DOUBLE CHECK DETECTORS
CONSTRUCTION WASTE- SEE SPECIFICATION) IN ALL NON -TURF PLANTING AREAS LE55 THAN
- 5 FEET FROM MAILBOXES
- 5 FEET FROM FIRE HYDRANTS (ALL SIDES)
3:1 IN SLOPE. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT AND LOCAL INSPECTOR FOR
- 10 FEET FROM CENTERLINE OF ALL UTILITY LINES (5EWER, WATER, STORM DRAINS)
APPROVAL PRIOR TO BULK DELIVERY. EXCEPT NON - LIVING GROUND COVER AREAS
- 10 FEET FROM EASEMENT BOUNDARIES (SEWER, WATER, STORM DRAINS, ACCESS, OR
15. CONTRACTOR SHALL PROVIDE A WEED FREE LANDSCAPE THROUGH THE
OTHER UTILITIES)
ESTABLISHMENT MAINTENANCE PERIOD. PRE - EMERGENT HERBICIDE MAY BE APPLIED
- 10 FEET FROM DRIVEWAY5 (UNLE55 A LINE OF SIGHT 15 DETERMINED BY THE
TO ALL PLANTING AREAS PRIOR TO SPREADING MULCH. HERBICIDES SHALL BE USED IN
TRAFFIC SECTION 15 OTHERHI5E)
ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS.
- 10 FEET FOR TRAFFIC AND DIRECTION AL SIGNS
- 15 FEET FROM STREET LIGHTS AND OTHER UTILITY POLES
19. PROVIDE POST PLANTING FERTILIZATION SHALL BE PERFORMED AT 30 AND 75 DAYS
- STREET TREES SHALL BE PLANTED 3 FT. OUT5IDE RIGHT OF WAY IF THE RIGHT OF
AFTER PLANTING.
WAY DOES NOT ALLOW SPACE, SUBJECT TO THE CITY ENGINEER'S APPROVAL
20. PROVIDE ESTABLISHMENT MAINTENANCE OF ALL LANDSCAPE FOR NINETY (q0)
- LINES OF SIGHT AT ARTERIALS, COLLECTOR, AND LOCAL 5TREET5 SHALL BE
DAYS AFTER INITIAL ACCEPTANCE OF COMPLETION. KEEP ALL AREAS GLEAN,
REVIEWED AND DETERMINED BY TRAFFIC ENGINEER. A MINIMUM OF TWENTY FIVE
WATERED AND WEED -FREE. ALL DEAD OR DYING PLANTS SHALL BE REPLACED DURING
FEET (25) FROM STREET INTERSECTION OR AS APPROVED BY THE TRAFFIC
THE MAINTENANCE PERIOD. SEE MAINTENANCE NOTES
ENGINEER.
- MINIMUM FIFTEEN FEET (15) 5TREETL16HT AND STOP SIGN CLEARANCE DETERMINED
21. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY FOR ONE YEAR.
BY SPECIFICATIONS.
- SCREEN ALL UTILITIES ACCORDING TO SPECIFIC AGENCY REOUIREMENT5
DESCRIPTION APPROVED DATE BENCHMARK SCALE
DESCRIPTION: CITY OF ENCINITAS PT. NO. 1004. CITY
OF ENCINITAS BRASS DISC.
LOCATION: TOP OF DRAINAGE BOX, WEST SIDE OF HORIZONTAL:
KNUCKLE OF RAINTREE DRIVE AS SHOWN
/ ON RECORD OF SURVEY NO. 18416. VERTICAL:
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 67.54' DATUM: NAVID "88
STEVEN M. AHLES 'y
CA # 25
® � l�
RENEWAL DATE
®i ®J 9 -30 -17 P ®a®
i
SPECIAL DISTRICT APPROV
PLANT SCHEDULE
TREES
R
UO
I
(D
0
G
BOTANICAL NAME
ACACIA 57ENOF'rHLLA
SHOESTRING ACAC I A
ADONIS FLEXU05A
Peppermint Tree
ARBUTUS X 'MARINA'
Arbutus Standard
DRACAENA DRACO
Dragon Tree
LEFTOSFERMUM LAEV I DATUM
Australian Tea Tree
BOTAN I CAL NAME
AEONIUM X 'ZWARTKOF'
Zwartkop Aeonium
AGAVE X 'BLUE FLAME'
Blue Flame Agave
AGAVE X 'SHARKSKIN'
Sharkskin Agave
ALOE RUBROVIOLACEA
Arabian Aloe
CONT
24 "BOX
24 'BOX
24 "BOX
15 GAL
15 GAL
SIZE
I GAL
5 GAL
CAL
FIELD2
.5
3
5 GAL .3
5 GAL .5
CHONDROFETALUM TECTORUM 'EL CAMFO'
5
GAL
.5
Cape Rush
CRUSHED GRAVEL
DRACAENA MARL 1 NATA
5
GAL
.5
Red Edged Dracaena
DEPTH
FESTUCA X 'SUFERBA'
5
GAL
.5
Superba Fescue
DESIGNED BY: i DRAWN BY:
CHECKED BY:
GREVILLEA LANIGERA 'COASTAL GEM'
5
GAL
.5
Coastal Gem Grevillea
DEL BMW
DEL
PLANS PREPARED UNDER
KALANCHOE 7HYR51 FLORA I GAL .5
Faddle Flant
GROUND COVERS BOTAN I CAL NAME CONT FIELD2
iunnnrnnn
CAREX FACHY57ACHYA FLAT
Chamisso Sedge
GOBBLE 2 -4 IN. FLAT
Cobble
.5
KO
.5
.5
.5
.3
3
QTY
Q
5
In
QTY
18
15
D
3
20
15
47
18
a
5FAC I NG QTY
18" O.C. 680 SF
21 i5 SF
cEf O
=) U
(/) 0
°8 W
cD
z�
U
w�
°
z_
0
O
Z _j
Ld Q
J �
Q Ld
H
Q�
O�
U N
OL0
U I
Z O
�LO
1_n
LEJ ^
�O
Q co
z�
DWG. NO. �' o
Ld
�z
12130 -1 zz
C� O
z=
wa-
2/2/2016 9:59 AM
GRAVEL 5/4 IN. M I NU5
FLAT
51:�151 SF
CRUSHED GRAVEL
a
2 IN.
DEPTH
DESIGNED BY: i DRAWN BY:
CHECKED BY:
ENGINEERING
DIVISION APPROVALS
CITY
OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DEL BMW
DEL
PLANS PREPARED UNDER
SUPERVISION OF 2 21r�
DATE: :
RECOMMENDE
/Vl. AA
APPROVED:
'! -
PLANTING
NOTES & SCHEDULE FOR:
MIXED USE PROJECT
CA # 2538
MASIH MAH R
GLENN PRUIM
1578 N. COAST HIGHWAY
L�NDSCAPE ARCHITECT
314 I
3//8//0/
ENCINITAS, CA 92024
STEVE M. AHLES
EXP. 9 -30 -17
DATE
DATA-
13 -223 TPM /DR /CDP
Z: \Autocad DWG \Encinitas \Leucadia Mix
Use \LaEsquina \Construction Docs \Landscape \Construction
Documents \2016 -01 -05 \1564- LP(out 1- 29- 16).dwg
cEf O
=) U
(/) 0
°8 W
cD
z�
U
w�
°
z_
0
O
Z _j
Ld Q
J �
Q Ld
H
Q�
O�
U N
OL0
U I
Z O
�LO
1_n
LEJ ^
�O
Q co
z�
DWG. NO. �' o
Ld
�z
12130 -1 zz
C� O
z=
wa-
2/2/2016 9:59 AM