2018-13904 I (Plans)OWNER/PERMITTEE
DAN WIENS
EVERGREEN DEVELOPMENT, LLC
5062 LANKERSHIM BLVD. STE. 157
NORTH HOLLYWOOD, CA 91601
SITE ADDRESS
1146 EVERGREEN DRIVE,
ENCINITAS, CA 92024
A.P.N. #259- 280 -24
LEGAL DESCRIPTION
THAT PORTION OF LOT 15 IN BLOCK "L" OF AVOCADO
ACRES NO. 7, IN THE CITY OF ENCINITAS, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
OFFICIAL MAP THEREOF NO. 2138, FILED IN THE OFFICE
OF THE COUNTY RECORDER ON NOVEMBER 7, 1928.
VICINITY MAP
NOT TO SCALE
O WNERS 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.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS,
EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS,
DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE
THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE
PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE. -- -� _ -- DATE: DAN WIENS
WIENS
EVERGREEN DEVELOPMENT, LLC
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT
PROPOSED CONTOURS 255
EXISTING CONTOURS -
EXISTING EDGE OF PAVEMENT -
CENTERLINE -
EXISTING WATER MAIN - ° I ° ;T----
EXISTING SEWER MAIN
EXISTING FENCE
EXISTING RETAINING WALL
DRAINAGE DIRECTION
FLOWLINE SWALE
6 "x16" FLUSH PCC CURB - -
PROPOSED DG PATHWAY
PROPOSED PAVERS PER BELGARD
PERMEABLE PAVER SYSTEMS
OR APPROVED EQUAL
4" AC PAVING OVER 6"
CLASS II AGGREGATE BASE
SAWCUT
J I MELBA ROAD
STORMWATER POLLUTION CONTROL DMP NOTES
GENERAL RIGHT OF WAY NOTES:
GENERAL RIGHT OF WAY CONT,
RELATIVE TO CONSTRUCTION ACTIVITIES
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
KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS
IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE
CONCRETE WASHOUT:
ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS
BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
STATED ON THE PERMIT.
SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE,
UNDERGROUND SERVICE ALERT USA SHALL BE
2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UN D
REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF
SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM
THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR
OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES 1 -800- 422 -4133. THE PROPOSED DIG AREA
CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED
MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA).
ELSEWHERE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR
CONSTRUCTION SITE ACCESS:
REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS
3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID
TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE
TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED
CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS.
CONTINUALLY MAINTAINED.
ROCK AND /OR CORRUGATED STEEL PANELS /PLATES.
4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED
28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF
CONSTRUCTION VEHICLES:
TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE
SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION
CITY INSPECTOR IN COMPLIANCE WITH THE .WORK AREA TRAFFIC CONTROL HANDBOOK., LATEST
REPAIR F INCHES BACKFILL OR REPAIR SECTION BE
VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES
(()) NCH GREATER THAN EX EXISTING STRUCTURAL ACTION, VER GREATER. ER TO
SHALL BE MADE OFF SITE.
PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES
THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT
THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER,
TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR.
EROSION CONTROL:
ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT
29, IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE
SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL.
OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL
5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR,
CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS
COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES.
WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA
30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN
APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET.
EROSION CONTROL MEASURES.
PROGRESS.
E
6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND
31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE
ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL THE DIRECTOR OF ENGINEERING
ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE.
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO
NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
IC
SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND
THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS
WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED THE APPLICANT UPON REQUEST BY
NR REQUEST
AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
COMPACTION TESTING SHALL BE BY THE EE.
AC
THE CITY INSPECTOR. PAYMENT FOR ANY COMPAC
BORE PITS MAY BE REQUIRED.
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY.
PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN
7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR
FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST
INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER
ACTIVITIES ARE COMPLETE.
RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY
HAS A SPECIAL CONCERN.
AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760)
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
633 -2770.
33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO
YEARS SHALL BE CATEGORICALLY DENIED.
ON -SITE CONSTRUCTION MATERIAL STORAGE:
8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE
34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS.
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY
9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND
ENGINEER OR A LICENSED LAND SURVEYOR.
OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL
OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON
FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM
PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE
35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704.
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
CONCENTRADED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE.
COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO
NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITIN
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED
THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TC THE OUTERMOST
HEREIN.)
EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY
TRAINING:
S' M
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
HE CITY
11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR
LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS
ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS T E PLAN IS REVISED
BE TRAINED FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC,
TO ADDRESS THE TREE REMOVAL.
REQUIREMENTS. THESE BMA NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC
PROPERTY OWN AND T
THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME
36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING YORK IN THE AREA
ABOUT REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
FLAGMAN.
TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY
DIRECTIVE 09 -06 AT NO COST TO THE CITY.
WASTE MANAGEMENT:
12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
REPLACEMENT L E TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY
EROSION CONTROL
DUMPING OF UNUSED OR PRODUCTS OUND, WHERE
AUTHORIZED REPRESENTATIVE.
WATER CAN CARRMATERIALS. HEM CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2. OF COLD M!X ASPHALT OR
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICK BODACK AT (949) 91 -8793
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL
METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON- WORKING HOURS. METAL PLATES
HOURS A DAY.
BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE
ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED.
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH
THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY
SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30,
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
1996.
AROUND THE SITE.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED.
ENGINEERING INSPECTOR.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WOR ING ORDER TO THE
STORMDRAIN INLETS ON PERVIOUS SURFACES.
16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
BACKFILL.
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CONSTRUCTION SITE.
CIRCUMSTANCES WHICH MAY ARISE.
17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE
GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770.
ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
PENALTIES.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL
STATEMENT F ENGINEER OF WORK
18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF
BE INCORPORATED HEREON.
THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF
STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
THE UNDERSIGNED ENGINEE AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S
TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF
APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.
(407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
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 SUFFFICIENCY OR
20.
THE IT O
BE ROGRESSIVE.RNOT MORE THAN HALF OF THE WIDTHEOF A TRAVELLED ROADWAY SHAFLLCBEHALL
NOTIFICATIONS
PLO NS OR DESIGN OF IMPROVEMENTS RF
BASE DT HEREON THE ENGINEER
DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING
AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,
OR BACKFILLING.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON
AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
(5 ) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE
EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
SURFACE.
COMMENCEMENT OF WORK:
SIGNATURE: DATE:
21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS
A. SEWERS - CSD -. (760) 633 -2770
J STEVEN R. NES
ALL PIPES AND CONDUITS LAID UTILITIES SHALL
AMEASURED
ELECTRIC G
OF THREE FEET FROM EDGE OFIN HAENFACILITY.
C. WATER SAN DIEGUIO WATER DISTRICT-1-800-227-2600
RCE NO: 65124 EXP. DATE: 9 -30 -19
ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY
D. TELEPHONE - SBC BELL - (760) - 489 -3411
ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.
E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233
22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING
AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL
ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY
CONDITION.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
(760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
IMPERVIOUS AREA
23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND
TO REJECTION AND REMOVAL.
OWNER/PERMITTEE
DAN WIENS
EVERGREEN DEVELOPMENT, LLC
5062 LANKERSHIM BLVD. STE. 157
NORTH HOLLYWOOD, CA 91601
SITE ADDRESS
1146 EVERGREEN DRIVE,
ENCINITAS, CA 92024
A.P.N. #259- 280 -24
LEGAL DESCRIPTION
THAT PORTION OF LOT 15 IN BLOCK "L" OF AVOCADO
ACRES NO. 7, IN THE CITY OF ENCINITAS, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
OFFICIAL MAP THEREOF NO. 2138, FILED IN THE OFFICE
OF THE COUNTY RECORDER ON NOVEMBER 7, 1928.
VICINITY MAP
NOT TO SCALE
O WNERS 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.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS,
EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS,
DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE
THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE
PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE. -- -� _ -- DATE: DAN WIENS
WIENS
EVERGREEN DEVELOPMENT, LLC
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT
PROPOSED CONTOURS 255
EXISTING CONTOURS -
EXISTING EDGE OF PAVEMENT -
CENTERLINE -
EXISTING WATER MAIN - ° I ° ;T----
EXISTING SEWER MAIN
EXISTING FENCE
EXISTING RETAINING WALL
DRAINAGE DIRECTION
FLOWLINE SWALE
6 "x16" FLUSH PCC CURB - -
PROPOSED DG PATHWAY
PROPOSED PAVERS PER BELGARD
PERMEABLE PAVER SYSTEMS
OR APPROVED EQUAL
4" AC PAVING OVER 6"
CLASS II AGGREGATE BASE
SAWCUT
J I MELBA ROAD
SURVEY MONUMENT ® NOT TO SCALE
SHEET INDEX
SHEET DESCRIPTION
1. TITLE SHEET
2. PLAN AND PROFILE
BMP PROJECT STATUS
OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. N0. 65124 v rn I
IMPERVIOUS AREA PRIOR TO CONSTRUCTION = 144 SF mm
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE IMPERVIOUS AREA AFTER CONSTRUCTION = 114 SF STANDARD
KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INCREASE IN IMPERVIOUS AREA: 0 SF }
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED IMPERVIOUS AREA REPLACED: 114 SF S'Tq CIVI\-
BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A OF CAI-
CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE.
26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS
DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
BECOMING A NUISANCE OR ANNOYANCE.
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET *,A Y 9 (D Z 3 / o -2C- /$ ( /*,, lz ENCINITAS, 0 025 SIGN DATE SIG � SIGN DATE GN DATE SIGN DATE
PH (760) 230 -6025
FAX (760) 230 -6026 SIGNATURE EXPIRES AID YEARS AFTER DATE SIGNED
CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY DRAWN BY CHECKED BY
BENCHMARK AS -BUILT sRJ sRJ sRJ E INEE ING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING N0.
CITY OF ENCINITAS BENCHMARK ENC -51, 2.s CITY OF INT. DA IMPROVEMENT PLAN FOR:
ENCINITAS BRASS DISC MARKED "ENC -51, L.S. 7322, PLANS PRF�PARED UNDER THE SUPERVISION OF REC D APP OVE
2008" SETH CONCRETE ON THE TOP RI A CATCH / / ` 1146 EVERGREEN DRIVE
BASIN ON THE WEST SIDE OF HE TO DRIVE. PUBLIC WORKS
STEVEN R. JONES DATE DATE: �_✓g 13904 -I
ELEVATION = 292.088' � PLANNING d�� � S NOWAK
DATUM = NAVD88 DATE REVIEWER STEVEN JONES R.C.E. NO. 65124 ENCINITAS`, CA 92024
- a �
INSPECTOR EXP. 9 -30 -19 DATE DARE I PLANNING CASE NO. TPM CDP 17 -291 A.P.N. 259 - 280 -24 SHEET 1 OF 2
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SURVEY MONUMENT ® NOT TO SCALE
SHEET INDEX
SHEET DESCRIPTION
1. TITLE SHEET
2. PLAN AND PROFILE
BMP PROJECT STATUS
OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. N0. 65124 v rn I
IMPERVIOUS AREA PRIOR TO CONSTRUCTION = 144 SF mm
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE IMPERVIOUS AREA AFTER CONSTRUCTION = 114 SF STANDARD
KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INCREASE IN IMPERVIOUS AREA: 0 SF }
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED IMPERVIOUS AREA REPLACED: 114 SF S'Tq CIVI\-
BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A OF CAI-
CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE.
26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS
DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
BECOMING A NUISANCE OR ANNOYANCE.
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET *,A Y 9 (D Z 3 / o -2C- /$ ( /*,, lz ENCINITAS, 0 025 SIGN DATE SIG � SIGN DATE GN DATE SIGN DATE
PH (760) 230 -6025
FAX (760) 230 -6026 SIGNATURE EXPIRES AID YEARS AFTER DATE SIGNED
CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY DRAWN BY CHECKED BY
BENCHMARK AS -BUILT sRJ sRJ sRJ E INEE ING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING N0.
CITY OF ENCINITAS BENCHMARK ENC -51, 2.s CITY OF INT. DA IMPROVEMENT PLAN FOR:
ENCINITAS BRASS DISC MARKED "ENC -51, L.S. 7322, PLANS PRF�PARED UNDER THE SUPERVISION OF REC D APP OVE
2008" SETH CONCRETE ON THE TOP RI A CATCH / / ` 1146 EVERGREEN DRIVE
BASIN ON THE WEST SIDE OF HE TO DRIVE. PUBLIC WORKS
STEVEN R. JONES DATE DATE: �_✓g 13904 -I
ELEVATION = 292.088' � PLANNING d�� � S NOWAK
DATUM = NAVD88 DATE REVIEWER STEVEN JONES R.C.E. NO. 65124 ENCINITAS`, CA 92024
- a �
INSPECTOR EXP. 9 -30 -19 DATE DARE I PLANNING CASE NO. TPM CDP 17 -291 A.P.N. 259 - 280 -24 SHEET 1 OF 2
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EASEMENTS: PERVIOUS PAVER PARKING AREA TO BE
MAINTAINED BY PROPERTY OWNER PER
ENCROACHMENT MAINTENANCE AND
QAN EASEMENT FOR PUBLIC HIGHWAY AND RIGHTS INCIDENTAL THERETO, GRANTED REMOVAL COVENANT RECORDED
TO THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, RECORDED MAY 11, 1960 _j�QvEew�c_R 66 - 2018 AS DOCUMENT
GRAPHIC SCALE 1 " =10' AS DOCUMENT NO. 1960 -98231 OF OFFICIAL RECORDS. NO. 2018- _O&l -6 7 OF OR
0 10 20 30
1m
1
_ _ � EXISTING 77
EXISTING t4' WOOD FENCE __________ _ _____° _ ®________ _ CONCRETE
IVEWAY
DRIVEWA AND UnLI
EASEMENT LINE EXISTING WOOD FENCE -- -
8' WADE EASEMENT FOR PUBLIC
STREET RIGHT OF WAY PER 4�4 16' DRIVEWAtf AND `
P.M. N0. UTILITY EASEMENT
DISTRICT TO EXTEND EXISTING
3/4" WATER SERVICE AT EXISTING OVERHEAD ELECTRICAL
OWNERS EXPENSE, WATER MATCH EXISTING
METER BOX LOCATION (TYP) ( . -•
[PER WAS WS -03 FOUND 1 /2" IRON PIPE OPEN
EXISTING CURB----- AND 3/4" IRONIPIPE
EXISTING S' CONCRETE WALL
MATCH EXISTING EX =(3227 n Fga32L _ FS= {
32 a F L323. i
----------- - - - - -- - - - -- - - - - - -- - -- -- - - - --
E _._`- - M. . ° . N01 `39'Q,3 ".F 78 �%' RELOCATE MAILBOX f i
... -- .j _
Fxr 6 EX 1522. FI_3225i �y32278 P - E
P
o �3 ?2 ?�3% -= X67 -.�- x.83"5' N - -g. 3Xs(323.Oy) EXISTING OVERHEAD
"� ?9) } FS } FS �; ._ _ ELECTRICAL PROTECT
4" AC OVER 6" T FS. 322.86 ti '; _ FS- 322 8-4
-- a
3. EP r IN PLAC E ( TYP. )
CLASS II BASE
NEW
SAN DIEGUITO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS
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 NOTICE ON CALLS FOR INSPECTION.
PHONE: (760) 633- 27C,9. 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 DEVELOPER.
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 POINTS 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 BY
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., LINE 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
DISTRICT'S 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 0 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 SHOWING 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 WITH 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 WITH DEFLECTION
COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET
TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET.
USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD.
USE DEFLECTION COUPLINGS 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 THE BY THE DISTRICTS REPRESENTATIVE.
1.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 WITH THIS LAW, THE DISTRICT
SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
2. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
3. 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.
a 2" GRIND AND OVERLAY µ
EXISTING SEWER MH #138 ,��11 - "" " N o R/W R/W PL
STA 3 +00.00 �1 I SAWCUT EXISTNG_,WATER METER N 3' 25
RIM = 322.56 °D ' v '
IE= 311.70 + x FLUSH 6" WIDE X 16' EX WATER LINE ( II
oa DEEP CONCRETE CURB PROTECT IN PLACE x
5
o
- .-
EXISTING OVERHEAD 4' $'
~n a ELECTRICAL PROTECT WATER METER BOX PARKING
EXISTING 8" VCP SEWER MAIN IN PLACE (TYP.) LOCATION (TYP) PER
PER CARDIFF SANITATION 3 FL 2'
DISTRICT AREA NO. 30 CENTERLINE EVERGREEN DRIVE WAS WS -O
DRAWING 76 -2904
_ 2, 57. MAX. 2%
(fit ..__........ _ "`
_ .
EDGE OF PAVEMENT ExIsnNG 6" ACP WATER MAIN � I BELGARD PERMEABLE PAVING STONE
------- - - - - -- OVER 2" THICK NO.8 AGGREGATE
- - - - - -- ------------------------------------- - - - - -- -- - - - - -- ------ - - - - -- OVER 4" THICK NO.57 AGGREGATE
PP OVER 6" THICK 3/4" CRUSHED ROCK
Naito I
C L
EVER REEN
DRIVE
R/W
25' _
EP 12' 14.6'1 EP
-1' WIDE HMA PAVING -
SAWCUT
`C18" WIDE MIN. ,_x 2" THICK
GRIND AND OVERLAY EXISTING PAVED ROADWAY
`-, 4' AC OVER 16 4 CLASS II BASE
6 x 16" FLUSH PCC CURB
PERIMETER ALL PAVERS
SITE PLAN TYPICAL SECTION - EVERGREEN DRIVE
COASTAL LAND SOLUTIONS, INC. SCALE: 1"=10'
L S577 SECOND STREET
ENCINITAS,
PH (76) 30 CA 6 25 4 sTq� OF Cp�IF�P
FAX (760) 230 -6026
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT DESIGNED BY DRAWN BY CHECKS BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
CITY OF ENCINITAS BENCHMARK ENC -51, 2.5 CITY of INT. DA IMPROVEMENT PLAN FOR:
ENCINITAS BRASS DISC MARKED "ENC -51, L.S. 7322, PLANS PRE RED UNDER THE SUPERVISION OF REC D APPROVED
2008" SET IN CONCRETE ON THE TOP OF A CATCH
BASIN ON THE WEST SIDE OF BONITA DRIVE. PUBLIC WORKS
STEVEN R. JONES DATE DATE: �r -i -/S _ 1146 EVERGREEN DRI11E 13904 -I
ELEVATION = 292.088' PLANNING S NowAK -- ENCINITAS, CA 92024
DATUM = NAVD88 � -�� R.C.E. N0. 65124
DATE REVIEWER STEVEN R. J r -5 -�� Zi s �S
INSPECTOR EXP. 9 -30 -19 DATE DAT PLANNING CASE NO. TPM /CDP 17 -291 A.P.N. 259 - 280 -24 SHEET 2 OF 2