2018-14066 I (Plans)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 46 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 1-600422.4133. 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 OFTHEAPPROPRIATE 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.
6. 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 BYA CERTIFIED TESTING AGENCY OR FIRMACCEPTABLE 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 RECEVE 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 CONTINUEAFTER 5:00 PM. ON WEEKDAYS.
9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 PM. 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 CONTACTEDAT (760) 633-2704.
10. THE ROADWAY SHALL BE CLEAN AND FREE OF AL OBSTRUCTIONS A C P EA E L AND COMPLETELY OPEN TO TRAFFIC AT THE END OF
EACH WORKING DAY. (NO LATER THAN 100 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 DULYAUTHORIZED REPRESENTATIVE.
13. OPEN TRENCH MUST BE BACKFLLLND 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
ONALL (4) SIDESAND 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 USEAS 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 NPOES ENFORCEMENTAND PENALTIES.
I& 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.
21(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.
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 NEATAND 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 MATERIALSAND DEBRIS.
24.ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT
ALL TIMES, UNLESS OTHERWISEAPPROVED 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 BECOMINGA NUISANCE OR ANNOYANCE.
GENERAL RIGHT-OF-WAY NOTES (CONTINUED):
2Z 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 PERM17 TEE 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 BYA REGISTERED CIVIL ENGINEER ORA 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 WITHA CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TOADDRESS 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 09-06AT NO COST TO THE CITY.
1, IN CASE EMERGENCY WORK 1S REQUIRED, CONTACT JOHN VANCEAT (858) 526-6551, 24 HOURSA DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADEAVAILABLEATALL TIMES DURING THE RAINY SEASON
(OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES 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
4. THE CONTRACTOR SHALL RESTOREALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY
ENGINEERAFTER EACH RUNOFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALLADDITIONAL EROSION CONTROL MEASURESAS MAY BE REQUIRED BY THE CITY ENGINEER DUE
TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS THATARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOEAT THE CONCLUSION OF EACH
WORKDAY
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACEAT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY
RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). SILTAND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH
RAINFALL.
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVERALL GRADING ACTIVITYAND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
1 (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.
SIGNAT DATEz 1Z
PR►NT NAMEz
G GOERTZEN FOR:
COASTAL PACIFIC GROUP, LLC
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISHAND USEANADEQUATELY 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 SITEACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE
THIS SHALL INCLUDE USING MATERIAL SUCHAS 3" CRUSHED ROCKAND/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 EXCAVATIONAND GRADING ACTIVITIES AREALLOWED DURING WET WEATHER,
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT
CHANNELSAGAINST EROSION USING PERMANENTAND 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 BYPLANTING FAST-GROWINGANNUALAND PERENNIAL GRASSES TO SHIELDAND BIND THE SOIL.
PLANT PERMANENT VEGETATIONAS SOONAS POSSIBLE, ONCE EXCAVATIONAND 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 BARRIERAROUND
THE PERIMETER ATALL TIMES.
TRAIN
CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINIT
AS SHALL BE TRAINED TO BE FAMILIAR WITH THE 0 CITY F ENCINITAS
C
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BEAVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
OWNER(S)AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORSABOUT STORMWATER REQUIREMENTSAND 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. BERMSIDIKES 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 CANSAND RECYCLING RECEPTACLESAROUND THE SITE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENTAND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUSTROUTINELY CHECKAND 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 DEPARTMENT,
CITYOFENCINITASAT (760) 633-2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
BYA 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
UPLITIESAND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)-633-2770
B. GAS & ELECTRIC - SOGE- (760)438-6200
C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600
D. RECYCLED WATER -SAN EUJO JOINT POWERSAUTHORITY 1-760-753-6203X--32
E. TELEPHONE - SBC BELL - (760) 489-3411
F 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)-6332770.
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 REJECTIONAND REMOVAL.
'Z--I• (S Q.�%\Ivul i
DATE SIGN DATE
OWNER
COASTAL PACIFIC GROUP, LLC
SITEADDRESS
544 REQUEZA STREET
ENCINITAS, CA 92024
APN: 258-121-14-00
LEGAL DESCRIPTION
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THE EASTERLY 85 FEET OF THE WESTERLY 100 FEET OF THE SOUTHERLY200 FEET OF LOT 9, RANCHO RIQUEZA, ACCORDING TO MAP
THEREOF NO.2133, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 11, 1928.
SOILS ENGINEERS CERTIFICATE
1, CHEN CHIN CHIAN, 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 DIRECTION ON N -Z $ - I % AND UPDATED ON . ONE COMPLETE COPY OF THE
SOILS REPORT COMPILED FROM THIS STUDY, 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 THIS PROJECTHAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED:
CHEN CHIN C IAN
RCE NO.: PE 034442 IN
F
Q
1
C
EXP. DATE: 0913012019 l„ G
JOB#: 114707-17
PO BOX 1195 T c
LAKESIDE, CA 92121
PH: (619) 443-0060
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS 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 CAPACITYAS 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
EMPLOYMENTAND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: Aq,l v 44zZ0W_ DATE., {
of TYLER G LAWSON
PASCO, LARET, SUITER & ASSOCIATES
535 N. HWY 101, SUITEA,
SOLANA BEACH, CA 92075
PH: (858) 259.8212
RCE EXPIRES 12131120
SHEET INDEX
1. TITLE SHEET
2. REQUEZA STREET IMPROVEMENTS
/ . ' •
A, Lu
BMP PROJECT STATUS
SIGN DATE
STANDARD
14VALIWe46tr 1.130it1
SIGNDATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UtbRoNtU
bT:
UKHVVN MT:
i:t tUrtU MT:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
OF
O
TGL
M�F. VTIU 1 bi 1.
DESCRIPTION: CONTROL POINT #1031
LOCATION: 2.5" DISC STAMPED "ENC-31 LS 7322", SET
IN THE NW CORNER OF A STORM DRAIN CURB INLET.
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: o l
-�/ R.C.E. NO.: 80356
f
TYLER G LAWSON EXP.: 12I31/20
REC (TEND D:'S(" AP VE
JE E OWENS WARD J. R
Z�7/6//� Is -r9
DATE DATE
IMPROVEMENT PLAN FOR:
544 REQUEZA STREET
APN; 25$-12'I -14
PLANNING CASE NO: 18-020 TPM/ CDP
A
14066-1
2
AS -BUILT
S2N
2 2
PUBLIC WORKS
N f}
____
ER AWSON DATE
StPNPrNO-WA.� 2/24/21
PLANNING
NA
----
LOCATED ON THE NORTH SIDE OF ENCINIT,4BLVD.
RECORD FROM: ROS 18416
ELEVATION: 182.995' DATUM: NAVD88
CITY ENGINEER DATE
REVIEWER
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2/24
INSPECTOR
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2/24
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EXISTING 6"ACP r•Fc
WATER MAIN PER 6 IE LAT = 197:15 APPROX TE CATION �MTWG 6" OR 14 PVC_ _
`r�PPR6X1MATf s , „ ' RECLAIMED WATER__ ..-_
...... . _... }{st "_...._ WQ 57 12 _ . _ IE MAIN- 195.95 OF RELOL D CROWN
EXISTfNGSDG&E £864Tf8NOF CAS E LT PER
MAIN PER 125821
:.
EXISTING 8"VCP VAULT TO 896&E- VAUq:T- 582-1 -
- oci nnn'rcn p .....-.....
SEWER MA � REQUEZA UEZA S T - EXISTING 18'
PER TM 4212 C��1+AgkEN f ' � EXISTING I WATER SERVICEAND STEEL WATER
EXISTING SEWER METER TO BEABANDONEDAND
MANHOLE METER REMOVED BY DISTRIGTAT MAIN PER WO-67-7 �
(RIM=207.3) A8 OWNER'S EXPENSE
(IE=196.1) J
fEIAT- - f9i=Z^8
SIN a f L
W
ROW -•�1 ROW
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O CENTERLINE DATA TABLE (REQUEZA STREET)
LINE
LENGTH
DELTA/BEARING
RADIUS
1
-
N 88' 56' 25" IN
►7071T/
CONSTRUCTION NOTES
01 TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL
2U SAWCUT EXISTING PAVEMENT
O3 INSTALL 4"AC PAVEMENT OVER 6- CLASS 11 BASE TO SATISFACTION OF CITY INSPECTOR
® CONSTRUCT PEDESTRIAN RAMP PER SDRSD G 271 TRUNCATED DOMES PER SDRSD G-30*°k,
U5 MONUMENT PER MAP 16115 TO BE PROTECTED IN PLACE
r(C�6)'
MONUM�ER PM 20897 TO BE PROTECTED IN PLACE - I P IU 014VAA WIr voor1Q vvw
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� v�volz AM12 VVV(W 17oc~Q4(li k0% 4*101-rye VNVW WttV
tN�c t.ouNtm F-454•0�-
DEDICATION /EASEMENT NOTES �'
❑1 INDICATES PUBLIC ROADWAY EASEMENT FOR REQUEZA STREET TO THE CITY OF
ENCINITAS, DEDICATION PER PARCEL MAP
❑ PRIVATE UTILITY EASEMENT FOR BENEFIT OF PARCEL 2
GRAPHIC SCALE 1" = 10'
10 0 10 20 30
72'
EXISTING ULTIMATE
ROW ROW
EXISTING SIDEWALKe
.,
EXISTING CURB & ! ; ' - '' _ I WATER METER
GUTTER TO REMAfN ` I LOCH+; ")N PER
EXISTING 18
.. _.. ; . :_.: STEEL WATER WAS WS- -, (TYP)
f.._._..., -.�
---
❑ CURB DATA TABLE
LINE
LENGTH
DELTA IBEARING
RADIUS
COMMENTS
28.40'
A = 81 ° 22' 28"
20.0'
G-27 - PED RAMP
L 1
72.13'
N 88' 56' 25" W
-
G-02 CURB & GUTTER
L2
12, 74'
S 59' 5T 50" E
G-02 CURB & GUTTER
L3
2.76'
N 88° 23' 31 " W
G-02 CURB & GUTTER
MAIN f CONSTRUCT PCC
CURB & GUTTER
EXISTING 8" VCP EXISTING 6" PVC PER SDRSD G-02
SEWER MAIN RECLAIMS INSTALL
S LL 4 AC
WATER MAIN PAVEMENT OVER
EXISTING 6"ACP 6" CLASS Il BASE
WATER MAIN
REQUEZA STREET - TYPICAL SECTION
NOT TO SCALE
SEWER LATERAL TABLE
PARCEL
STATION
1E @ MAIN
DROP
TO MAIN
LENGTH
TO PL
IE @ PL
SLOPE
FG @ PL
DEPTH
@ PL
PAD EL
BACKFLOW
2
10+37.67
196.08'
1.20'
30.0'
19788
2.0%
207.50'
9.62'
2M5
NO
1
10+04.76
195.95'
1.20'
30.0'
197.75
2.0%
209.50'
11.75'
210.0
NO
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
OF
I OF
TGL
2-
ZZIS
DESCRIPTION: CONTROL POINT#1031
LOCATION: 2.5" DISC STAMPED "ENC-31 LS 7322", SET
IN THE NW CORNER OF A STORM DRAIN CURB INLET,
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE -/ &
�J R.C.E. NO.: 80356
/ TYLER G LAWSON EXP.: 12/31/20
RECOMMENDED: APPROVED:
w
W
JE E O ENS EDW RD J. ER
1 S
DATE DA E
SIRN
2 24
PUBLIC WORKS
NA
----
T ER AWSON DATE
Steve Nowak Z/24/21
PLANNING
NA
---_
LOCATED ON THE NORTH SIDE OF ENCINITASBLVD.
RECORD FROM: ROS 18416
ELEVATION: 182.995' DATUM: NAVD88
CITY ENGINEER DATE
REVIEWER
JQO
2/24
INSPECTOR
KK
2_/24
QRpFESS/ON
c�0 ERGI. q!
A,
a ExNo. 803156 PASCO LARET SUITED
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
`sTglF OFFI CAL�FVO-�\P 535 North Highway 101, Ste A. Solana Beach, CA 92075
ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
IMPROVEMENT PLAN FOR:
544 REQUEZA STREET 14066-I
APN: 258-121-14
PLANNING CASE NO: 1E-020TPM/CDP SHEET 2 OF 2
PLSA r r 72-01