2017-13531 I (Plans) (2)GENERAL RIGHT -OF -WAY NOTES:
1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL
KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS
ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS
STATED ON THE PERMIT.
2.AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE
NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1- 800 -422 -4133. THE PROPOSED DIG AREA
MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA).
3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID
CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS.
4.ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED
TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE
CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK", LATEST
EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES
PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES
THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER,
ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO
PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT
THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL.
5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR,
SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS
WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD
CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA
TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN
PROGRESS.
&PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND
APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING
SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND
WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY
THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE.
CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY.
7.NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR
HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST
RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY
AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760)
633 -2770.
8.NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE
STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS.
9.NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND
OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON
PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE
CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC
ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704.
10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO
TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED
HEREIN.)
11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES, MINIMUM TRAVEL LANE WIDTH FOR
MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC,
PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC
CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME
FLAGMAN.
12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC
REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY
AUTHORIZED REPRESENTATIVE.
13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR
METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. METAL PLATES
ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED.
REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990.
14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY
AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30,
1996.
15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED.
IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT.
16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL
EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL
LOCATIONS WHERE 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 DEPOSITING IN
GUTTERS, 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
PENALTIES.
18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF
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
THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.
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 CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.
20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL
BE PROGRESSIVE. 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 BACKFILLING.
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 OTHERWISE
AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR
OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY
SURFACE.
1121 (A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS
ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES 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 CITY
ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.
22. ALL EXCAVATED MATERIAL SHALL BE CASTAWAY FROM THE IMPROVED PORTION OF THE HIGHWAY.
AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL
BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY
CONDITION.
23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND
OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS.
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE
KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED
BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A
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
BECOMING A NUISANCE OR ANNOYANCE.
CHANGE N
DESCRIPTION
GENERAL RIGHT-OF-WAY NOTES (CONTINUED):
27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS
IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE
BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED
SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY
REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE
HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION
OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE
HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING
HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY
PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY
MAINTAINED.
28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF
SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR
OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC
GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST
CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE
SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR.
29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR
REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER
HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR
TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE
DIRECTOR OF ENGINEERING SERVICES.
30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL
BY THE CITY ENGINEER, ALL OSHA REGULATIONS SHALL BE MET.
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 ENGINEER.
A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT
SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER,
HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE
REQUIRED.
32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR
THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS,
CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER HAS A SPECIAL
CONCERN.
33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO
YEARS SHALL BE CATEGORICALLY DENIED.
34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED
OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
LICENSED LAND SURVEYOR.
35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING
CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE
AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE
GROUND). IF A CITY TREE IS NOT CLEARLY 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 THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO
CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09 -06
AT NO COST TO THE CITY.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: TONY CASSOLATO AT (619) 823 -3602
HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE
ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY
THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY
WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER
DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION
AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - LWD - (760) - 753 -0155
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
ON THIS PROJECT. PHONE: (760)- 633 -2770.
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 TO REJECTION AND REMOVAL.
LANDMARK ENGINEERING
DATE BENCHMARK
L�. DESCRIPTION: #1004 STATION NAME: ENC -04
SET 2.5" CITY OF ENCINITAS BRASS DISC IN
IN DRAINAGE BOX INLET.
LOCATION: THE NORTHEAST CORNER OF THE
CITY OF ENCINITAS LEUCADIA OAKS PARK ON
THE WEST SIDE OF RAINTREE DRIVE.
ELEV: 67.639 DATUM: NAVD 88
SCALE
HORIZONTAL: N/A
VERTICAL: N/A
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO _CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED 'CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK
AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION
VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT
REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY
PLANNED FOR EROSION' CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING
FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION. MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
REDUCE POLLUTION .OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS,' ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY
FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES
SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM' INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE
PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH
TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS,
BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER
DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE. KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND '.THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770.
OWNER SITE ADDRESS
MBM GROUP LLC 1375 NORTH VULCAN AVENUE
MICHAEL CASSOLATO, MGR. ENCINITAS, CA 92024 �-
576 CAMINO ELDORADO APN: 254 - 254 -12
ENCINITAS, CA 92024 tx
PH. (619) 823 -3602
LEGAL DESCRIPTION
THE SOUTHERLY 66 FEET OF THE WESTERLY 115 FEET
OF LOT 5, BLOCK 3, SOUTH COAST PARK, IN THE CITY
OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 1776 FILED IN THE OFFICE A
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, v�
JANUARY 11, 1924. l
OWNER'S CERTIFICATE n
v2
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: -3 29� l8
MICHAEL CA OLAT M R. DATE:
MBM GROUP LLC
576 CAMINO ELDORADO
ENCINITAS, CA 92024
PH. (619) 823 -3602
SOILS ENGINEER'S CERTIFICATE
VICINITY MAP
N.T.S.
I, DANIEL T. MATH. A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTIONI o!C -* %, 5-g /, a /02
AN UPDATE ON ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM , WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR IS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
ell SIGNED. g
2IZl1(6
DANIEL T. MATH DATE:
GE NO.: 2665
EXP. DATE: 12/31 /18 QRoFESSrq�-
JOB #:10- 127630 L r
CONSTRUCTION TESTING & ENGINEERING, INC. GE No. 2s se
1441 MONTIEL ROAD, SUITE 115 Exp. 12/31/18
ESCONDIDO, CA 92026 olvl\,
PH. (760) 746 -4955 9TFpFFOR`'
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
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 WITH 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 INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: ` `�
3
6
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LAWRENCE E. COLE
DATE:
LANDMARK ENGINEERING CORPORATION
3443 CAMINO DEL RIO SOUTH, STE 204 OpROFESSrp�
SAN DIEGO, CA 92108 CE coFyc
PH. (619) 260 -0420 3
RCE 36292 EXPIRES: 6/30/18 No. 36292 E
Exp. 06/30/18
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LEUCADIA WASTEWATER DISTRICT SEWER LATERAL NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR
CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER
DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT
EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL
TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 &3 ON THE
JOB SITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL
ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN
WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION
AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF 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.
8. PRIOR TO ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING
PRIOR TO CONSTRUCTION.
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE
LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL
AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT
ENGINEER.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN
AS APPROVED BY LWD ON THE PLANS.
11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR.
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL, THE WIRE SHALL EXTEND UP TO A
2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE
PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE
LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT
OF CONNECTION.
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND
TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY
LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BYTHE LWD INSPECTOR
PRIOR TO PAVING.
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC
SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW
MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS
MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER.
ALL CONNECTIONS NOT-MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32,
17. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR
SHALL CUT IN A NEW WYE PER ABOVE OR MAY USE A SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE PER
STD. DWG. S -32.
18. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE
TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM
LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION
OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING, NO UNMANNED BYPASS SHALL
BE ALLOWED.
19. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC
MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR
COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY
CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED
ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED
TOGETHER AND THE REPAIR COUPLING SLIPPED'BACK INTO A POSITION EQUALLY SPACED BETWEEN THE
TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL
APPROVED BY THE LWD DISTRICT ENGINEER.
20. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR
CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR
EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501
REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET
RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE
CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16
MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR
PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE
TYPE 316 STAINLESS STEEL.
21. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE
YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR
TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT
ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE
MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START
OF CONSTRUCTION.
22, ALL WORK AND MATERIALS RELATED TO LWD SEWER DESIGN, MATERIALS, AND CONSTRUCTION
SHALL CONFORM TO THE LWD SEWER STANDARD SPEC AVAILABLE ON THE LWD WEBSITE AT
HTTP: WWW .LWWD.ORG /DEVELOPERS /STANDARD -SPECS AND TO THE REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (_GREENBOOKj AND THE REGIONAL STANDARD
DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN.
23. CONTRACTOR SHALL CCTV INTERNALLY INSPECT ALL GRAVITY SEWER FACILITIES CROSSED OVER OR
UNDER, BOTH BEFORE AND AFTER NEW IMPROVEMENTS ARE CONSTRUCTED. HIGH QUALITY DIGITAL CCTV
VIDEO SHALL BE PROVIDED TO LWD FOR REVIEW AND RECORD PURPOSES PRIOR TO COMMENCING NEW
WORK AND FOLLOWING COMPLETION OF NEW WORK. THE CCTV DOCUMENTATION WILL BE SUBMITTED TO
THE DISTRICT 15 CALENDAR DAYS PRIOR TO COMMENCEMENT OF WORK THAT WILL CROSS A GRAVITY SEWER.
CHANGE
LANDMARK ENGINEERING
No. 36292
Exp. 06I3o
\T
of F 1V14AUFpR j
F C
LEUCADIA WASTEWATER DISTRICT SEWER LATERAL NOTES (CONT.)
SAN DIEGUITO _WATER _DISTRICT NOTES:
24. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT,
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR
MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME.
SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING
ACCEPTANCE.
CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF
EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES.
BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF
25. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR
PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD,
3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE- CONSTRUCTION CONFERENCE WITH
MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION
THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER
OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED TO
IMPROVEMENTS. PHONE: (760) 633 -2709.
SEWER FACILITY OPERATIONS. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE
WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL
4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR,
PRIOR TO REPAIR.
UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY
THE DEVELOPER.
26. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY
SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK
5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS
ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE
48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET.
PERFORMING THE WORK, CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP COSTS AND PENALTIES
ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR.
6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS,
27, CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA
7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT.
WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES.
8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL
28, CONTRACTOR SHALL NOTIFY LWD WITH 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDERCROSSINGS,
TRENCH WORK.
OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED.
9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF
29. COORDINATION, SUBMITTALS, AND NOTIFICATIONS SHALL BE MADE BY TELEPHONE AND EMAIL TO
CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED.
MR. IAN RIFFEL AT 760- 753 -0155 / IRIFFEL @LWWD.ORG. EMERGENCY CONTACT CAN BE MADE AFTER HOURS
TO LWD AT 760- 753 -0155.
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 90 %, 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 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 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 DISTRICT'S 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.
DESCRIPTION APPROVED DATE BENCHMARK
clst�T SETC2.5TIOTY OF #1004 ENCNITAS BRASS NAME: 04 DISC
IN DRAINAGE BOX INLET.
LOCATION: THE NORTHEAST CORNER OF THE
CITY OF ENCINITAS LEUCADIA OAKS PARK ON
THE WEST SIDE OF RAINTREE DRIVE.
ELEV: 67.639 DATUM: NAVD 88
HORIZONTAL: 1"=20'
VERTICAL:1 " =20'
AS-BUILT APPROVAL
r4ri2/i9
Q/ER/GE � CoLE
PLANS PREPARED UNDER SUPERV� OF:
DATE:
R.C.E. NO.: 36292
LAWRENCE E. COLE EXP.: 6 30 18
REVI
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I ■l''sl
DATE - X1'(5•/__
FOR:
CHRIST HER L. MA OSKU 1375 NORTH VULCAN AVENUE
L/ APN:254- 254 -12
DATE /-/7 n ��19 PLANNING CASE NO: 16 -157 TPM /DR /CDP
2 +00
c
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0
1
2 +50
0
3 +00
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THE FOLLOWING WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 2003 EDITION
OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ", INCLUDING
I
REGIONAL SUPPLEMENT AMENDMENTS, AND THE 2003 EDITION OF
THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS, ADOPTED BY THE EL CAJON CITY COUNCIL
PROPOSED BLDG
OF JULY, 20
AND THE WATER AGENCIES STANDARDS (W.A.S.) LATEST REVISION
C
�
LEGEND:
SEQ.
NO.
UNIT
N0.
ITEM STANDARD DWG.
❑
CITY
PROPERTY LINE
FF 62.08
LATERAL
SLOPE %
GROUND
ELEV.
AT PL
EXIST. CONTOUR
_
� >0-
UPSTREAM
MH. RIM
ELEV.
o� }
�w
60
c
¢1
❑
TC 446.73
49.59
32.73'
(FL 446.11
51.44
PROPOSED ELEVATIONS
TC 446.73
FL 446.11
7.66'
PROPOSED CONIC. SIDEWALK G -7, G -9, G -10, G -11
.°
NO
141 SF.
ASPHALT PAVEMENT 4 "AC /6" CLASS II BASE
❑�
3+47.63
1230 SF.
32.73'
1.2'
CL X
¢ >N
ASPHALT OVERLAY
o1
61.89
409 SF,
NEW TRENCH RESURFACING CITY OF ENCINITAS STD.
CONIC UW
147 SF.
PROPOSED CONC. CURB AND GUTTER G -2
¢
40 LF.
w
1.2'
15 LF.
2.11%
_
7.66'
w
61.66
�oX
CL
4" PVC LATERAL
1 EA.
CONC
® -
DISTRICT TO INSTALL 1" WATER WAS WS -01, WC -17,
a -CW�
3 EA
SERVICE AND 1" METER AT OWNERS WS -03
W
a
EXPENSE
PROPOSED 4" PVC SEWER LATERAL PER LWD STD.DWG. S -17,
---------
3 +50
PROFILE: NORTH VULCAN AVENUE
SCALE: HORIZ. 1 " =10'
VERT. 1 "= 6'
33.11
v
W �
4 +00
� 3= 1 F R/W - OG P Ss,
5H � N 2 N
(62) w TG6 9 00 BIO ETENSION W I M M - i 5"-DE) CATION
EX *GRAVITY ASIN S S S S 5.84'' + PER FINAL Lo /
4 +50
RW
EX KEYSTONE WALL I
SDG &E S.C.. W W
FH R/W 61 9 61. ;:N15 03 28 W I a 66, 00a EX. 2, a��� RW
- - - - AL SIDEWAC _ - /
EX• NICE (sz s� R/W xw a a . Q ° a .a I -I -r1. I o (so)
EX. DWY / X�w 6
+OUTTBR + + + + ++ ++ + + + ++ - + + ++ +� ++> v+ + + ++
PER RSR G-2 ++ + + ++ + ++ +� + + + + + ++ + ++ +mow+ y ___- EDGE AC 8�8�
ho I 60^ .; SIDN44 + + + +� + + z+ EX+ M A L + � ti ^� I
h ho' o fX, o I I (eo)^ 111, + e-- UND€RDRAIN6 + + -fN + A N + + + �. s�& EX. ASPH 5$
v h Bf O 1i TO BE R 01iE �i dt a
EX. + + PER RGD 4) + + N + + cif + + + + +�
h o + + + + + + + + + + &
` �jE ASPFI 4 NEW A H 'q Q s�
m ^ CB o + + + + < +3 + J�1 + + + + + + + °+ I�
o + E,Xk M R + + + + + 44+ + + + + + .+ + + + k 6+ co
h hA. ^ --3.' -+TV -+E�� + + 4 + ± __ �- f + -+- 4- +_ W rf' d' -s -� --►- - -►-
EX. m o" x - r1 + + + + +' + + + + + + + + -+ ¢ --' EDGE AC EX. BERM
GAS GV h° o o� % L -- + + + 4 ++ + + EDGE G + + m. o h rn
1 1 2' HPG h� h _ G h _ w �g m' rn
G - ® G -.. -G v ,n G v G G SJ hh G -..-
w� W W W W 8" c wA W 4 +0� W v m�
I W
S- -S S- - ar S- S P - - S_ X. 8" LWD VCP SEWER MAINS EX, ASPH -
v aB� 3 NEW WATER SERVICES PER 15 DWG. N0. 147 -8 °°
5 vQ y$. WS- 1, 03 & WG 7 ���� h
rn PAINTED CL S - H- z PAINTED CL _AG do - EX. 10" LWD SEWER F.M. - S - -
- 56 -S -S °
N� V O✓ AV N U _ 3 NEW SEWER LATERALS h ��
EX. ASPH v N _ _ - PER LWD STD WG. C-47
,
o ¢� co f� { ��� 1 S -25, S -32 < TYPE t 111\.1 ry `F V D f h h � -�. s6)
-------- - - - - -- -� -- - -� wo EDGE AC -- - - - -- - -- 57------ - - - - -- EDGE AC �.
------------------
12' HP GAS
- -G -.. -G- - -G .. -G -G- - ..G_.. - ..G -.... -G - -- --G---- G -.. __G .. G -.... - -G -.._
DESCRIPTION
(AT &SF RY)
POR PAR 1A SBE MAP 804 -37 -9H
APN: 254 - 255 -01
APPROVED DATE BENCHMARK
° DESCRIPTION: #1004 STATION NAME: ENC -0
SET 2.5" CITY OF ENCINITAS BRASS DISC IN
IN DRAINAGE BOX INLET.
LOCATION: THE NORTHEAST CORNER OF THE
CITY OF ENCINITAS LEUCADIA OAKS PARK ON
THE WEST SIDE OF RAINTREE DRIVE.
ELEV: 67.639 DATUM: NAVD 88
a
*PRIVATE KEYSTONE RETAINING WALL
AND (2) SIEWALK UNDERDRAIN
ENCROACHMENTS TO BE MAINTAINED
BY HOMEOWNER PER ENCROACHMENT
MAINTENANCE AND REMOVAL
COVENANT DOC. N0. -0 6LOls.
DATED: 'Y
LANDMARK ENGINEERING
CORPORATION
3443 Camino Del Rio South
Suite 204
San Diego, CA 92108
(619) 260- -0420
No. 36292
Exp. 06 /30/18
OF
WORK TO BE DONE
1
2
THE FOLLOWING WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 2003 EDITION
OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ", INCLUDING
THE
REGIONAL SUPPLEMENT AMENDMENTS, AND THE 2003 EDITION OF
THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS, ADOPTED BY THE EL CAJON CITY COUNCIL
ON THE 22ND DAY
OF JULY, 20
AND THE WATER AGENCIES STANDARDS (W.A.S.) LATEST REVISION
12
13
LEGEND:
SEQ.
NO.
UNIT
N0.
ITEM STANDARD DWG.
SYMBOL
CITY
PROPERTY LINE
LATERAL
ELEV.
AT PL
IE
LATERAL
SLOPE %
GROUND
ELEV.
AT PL
EXIST. CONTOUR
(60)
UPSTREAM
MH. RIM
ELEV.
FINISH CONTOUR
60
1
EXISTING ELEVATION
TC 446.73
49.59
32.73'
(FL 446.11
51.44
PROPOSED ELEVATIONS
TC 446.73
FL 446.11
7.66'
PROPOSED CONIC. SIDEWALK G -7, G -9, G -10, G -11
.°
NO
141 SF.
ASPHALT PAVEMENT 4 "AC /6" CLASS II BASE
+ + + + + + + + + ++
3+47.63
1230 SF.
32.73'
1.2'
51.43
2.11%
ASPHALT OVERLAY
7.66'
61.89
409 SF,
NEW TRENCH RESURFACING CITY OF ENCINITAS STD.
Z1 =, Z
147 SF.
PROPOSED CONC. CURB AND GUTTER G -2
3 +49.63
40 LF.
6" BERM G -5
1.2'
15 LF.
2.11%
59.08
7.66'
PROPOSED 20' DRIVEWAY G -14A
61.66
NO
4" PVC LATERAL
1 EA.
DIRECTION OF DRAINAGE
® -
DISTRICT TO INSTALL 1" WATER WAS WS -01, WC -17,
a -CW�
3 EA
SERVICE AND 1" METER AT OWNERS WS -03
EXPENSE
PROPOSED 4" PVC SEWER LATERAL PER LWD STD.DWG. S -17,
---------
3 FA
S -25, S -32 (TYPE 1)
��✓✓
GRAVITY KEYSTONE RETAINING WALL
43 SF.
EP
NEW PAVEMENT
4 "AC /6 'CLASS
BASE
PROPOSED TEMPORARY
GRAVITY KEYSTONE WALL
NORTH VULCAN AVENUE \ 'NEW CURB, GUTTER
SECTION 2 & SIDEWALK
SCALE 1 " =10' FINISH SURFACE
AT 2% GRADE
25' 25' p R
PAD D DICR
11.11' �� 5.86' 7.14' N ;W PAVEMENT 5 3
s 4 ACJ6 CLASS II 1 o s PEREWASE SR 0(YP.)
o BASE x
FUTURE FINISH SURFACE \NEW CURB, G
AT 2% GRADE & SIDEWALK
NORTH VULCAN AVENUE FINISH SURFACE
STA 3+55.47 AT 2% GRADE
SCALE 1 " =10'
SEWER LATERAL TABLE -
1
2
3
4
5
6
7
8
9
10
11
12
13
1 14
SEQ.
NO.
UNIT
N0.
STREET
STATION OF
LATERAL
AT MAIN
INVERT
AT MAIN
IE
LENGTH
OF
LATERAL
DROP TO
MAIN
LATERAL
ELEV.
AT PL
IE
LATERAL
SLOPE %
GROUND
ELEV.
AT PL
DEPTH
BELOW
PL
PAD
ELEV.
FT.
UPSTREAM
MH. RIM
ELEV.
BACKWATER
VALE
REO D
REMARKS
1
1
3+45.63
49.59
32.73'
1.2'
51.44
2.11%
59.10
7.66'
61.89
61.66
NO
4" PVC LATERAL
2
2
3+47.63
49.58
32.73'
1.2'
51.43
2.11%
59.09
7.66'
61.89
61.66
NO
4" PVC LATERAL
3
3
3 +49.63
49.57
32.73'
1.2'
51.42
2.11%
59.08
7.66'
61.89
61.66
NO
4" PVC LATERAL
C L
!JILT
APPROVAL
I N Y: wN
EEC
E I DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES DEPARTMENT
Y-
PLANS PREPARED UNDER
SUPERVISION OF:
REV
IMPROVEMENT PLAN AND
CA�� ®LAT® RESIDENCES
HORIZONTAL: 1 °' =20'
_
( ( /t
DATE: 3
PROFILE FOR:
1375 NORTH VULCAN AVENUE
R.C.E. NO.: 36292
STEVE NOWAK CHRISTOPHER L. M OSKU
APN: 254- 25412
VERTICAL:1'° =20'
REVIF_eu61R /N$ o rot
L'
LAWRENCE E. COLE
EXP.: 6 30 18
DATE "IS49' _ _ DATE _`/'�5''�18'
PLANNING CASE N0: 16 -157
TPM /DR /CDP
DRAWING