2018-14042 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPi1MP NOTES STORMWATER POLLUTION CONTROL B OWNER
IN MP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES RONALD & PATRICIA MIX
2317 CAMINITO RECODO
THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING CONCRETE WASHOUT
IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE SAN DIEGO, CA 92107
ONTO THE STREETAND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE (619) 546 -9017
DRAINAGE NOTE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED LOCATION. SITE ADDRESS
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM WITHOUTA PERMIT FROM THE CITY. 2206 COLONY TERRACE
STRUCTURES FORA MINIMUM OF 5 FEETAT 2 PERCENTAND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. CONSTRUCTION SITE ACCESS ENCINITAS, CA 92024 A F DR
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE.
UTILITY NOTE LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCKAND /OR CORRUGATED STEEL PANELSIPLATES. APN: 259 - 210 -25
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
CONSTRUCTION VEHICLES LEGAL DESCRIPTION SITE
GENERAL NOTES
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE PARCEL 2 OF PARCEL MAP NO. 3477 AS
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DESCRIBED PER
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BM DOC # 2016- 0138384 P AREA OR HAVE ANOTHER EROSION CONTROL /
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION REC 3/2/16
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY IMP /BMP. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED r
REQUEST FOR INSPECTION. FIBER MATRIX. OWNER'S CERTIFICATE a
6. ALL STORMWATER IMPBMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT O PJ�
2.THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION, PROPOSED SINGLE- FAMILY RESIDENCE (MIX FROM THE CITY. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER, z Q
RESIDENCE) 2206 COLONY TERRACE, OLIVENHAIN AREA, CITY OF ENCINITAS, CALIFORNIA 92024" PREPARED BY EAST COUNTY I (WE) HEREBY CERTIFY THATA REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR m
SOIL CONSULTATION AND ENGINEERING, INC. DATED MAY 16, 2017, PROJECT# 17- 1167J1 SHALL BE CONSIDERED AS A PART OF 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS n
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. WILL BE RETAINED TO SUPERVISE OVERALL P�G�
CONTAINED IN SAID REPORT.
PLAN BE REVISED OR THATASEPARATE ENGINEERING PERMIT BE OBTAINED. GRADING ACTIVITYAND ADVISE ON THE
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID COMPACTION AND STABILITY OF THE SITE.
MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE, THE ENCLOSURE SHALL EROSION,
I(WE) HEREBY AGREE TO"' INDEMNI FY, DEFEND,AND HOLD CITY 'AND CITY'S OFFICERS, VICINITY MAP 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL
GRADING. LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL LIABILITIES, CLAIMS, DEMANDS, CAUSES Of ACTIONS, LOSSES, DAMAGES AND COSTS, N.T.S.
ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN PURPOSES, EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUALAND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
5.CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN
INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER
ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH ACITY- APPROVED HYDROCARBON PLANT PERMANENT VEGETATION AS SOONAS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS Of OWNER OR
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN OWNER'S AGENTS, EMPLOYEES, CONTRACT UBCONTRACTORS, OFFICIALS,
EXISTING PRIOR TO GRADING. SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. OFFICERS, OR REPRESENTATIVES FOR AN AND ALL WORK OR CONSTRUCTION
63HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED COVERED IN TH OR CONNECT D DIRECTLYbR INDIRECTLY TO THE PERMIT OR
ON -SITE CONSTRUCTION MATERIAL STORAGE APPROVED P NS WITH THE PRIVATE P R R PUBLIC EASEMENTS.
SHALL BE RE-ESTABLISHEDAND REPLACED BYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE
SURVEYOR. PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
TTHE OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: ON -SITE. ELIMINATE OR REDUCE. POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING SIGNATURE: f D
RESPONSIBLE ATE:
REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND CIA MIX
THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND PROVIDED WITH ATEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALLTIMES.
1r
B.GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO TRAINING SIGNATURE: t I *- DATE: �0 '�(� � 1! q
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. THE DISTRICT APPROVAL DATE ON THESE PLANS, CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE
108 SITE AT ALL TIMES. CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF RONALD MIX
ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
9.N0 GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE 2,THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE -CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. RESPONSIBILITIES. SOILS ENGINEER'S CERTIFICATE
THE PRE- CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)
633 -2770.
3.UNL €SS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY WASTE MANAGEMENT I, 5.'TeVI50 f�`M[Q. A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE OR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE MINIMUM IN ADVANCE OF ANY SHUTDOWN. UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON -1 AND
DEVE
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO q,CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO FOR AN UPDATE ON ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY
THE HAULING OPERATION. DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAYOR FRIDAY ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATIN G: "THE GRADING UNDER PERMIT 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR
11.UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR FINAL GRADING APPROVAL AND /OR ORDER TOAVOID RAIN CONTACT WITHANYTRASH MATERIAL. REPORT FOR THIS PRO CT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
N
N0.14042 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD,
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF ( 4
WHO CERTIFIES SUCH GRADING OPERATION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE
DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) V al&pl
N P. ?,,?tie DATE 12.ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL PROJECT. 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. {ICE NO.:. 3B %O9
INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND SUITABILITY AND COMPACTION OF TRENCHES. 73HE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
EXP. DATE: 3 - 31 l
HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON EAST D
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PORTABLE COUNTY SOIL CONSULTATION AN ENGINEERING INC:
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY L 13 gI yJ
CONTAINMENTAND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 10925 HARTLEY ROAD, SUITE I
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, LE, LINE CROSSINGS, LINE PARALLELING, OR SANTEE, CALIFORNIA 92071
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND 619 - 258 -7901
ON THE OF WATER, SHALL CONTROL SURFACE WATER AND AVOID DAMAGE ADJOINING PROPERTIES OR FINISHED WORK PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. CLEAN UP MATERIALTHAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE PROJECT NO 17- 1167J1
ON THE SITE AND SHALL FRESHLY TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 9.THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING STATEMENT OF ENGINEER OF WORK
WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD RIGHT -OF -WAY.
SPECIFICATION, ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 10.WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
NATURAL GROUND, THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM BELOW CENTERLINE OF FINISH GRADE OF STREET. NOTIFICATIONS ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN 1 THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
.
STRICT ACCORDANCE WITH SPECIFICATIONS. I1.ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CITY OF ENCINITAS IN ITS CAPACITY GI A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT
15. CUT AND FILL SLOPES SHALL BE CUT AND EMBANK TO FINISH GRADE H PRODUCE SMOOTH SURFACE AND UNIFORM CROSS THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE 12.MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR A. SEWERS - CSD/ESD- (760) -633 -2770 OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
OR EXCAVATION O EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. B. GAS & ELECTRIC - SDGE - (760) -438 -6200 THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SCOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760) 632 -4209
D. CABLE TV -COX COMMUNICATIONS- (760) -806 -9809 X TELEPHONE - SBC BELL -(760) -489 -3411 -2233 INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER
E
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED 13.INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
.
OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP Of EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE ARISING OUT OF THE WORK PE RMED BY THE ENGINEER.
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS CROSSINGS. 2. ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 14.METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN (7 CONTRACTOR SHALL NOTIFY, CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: ROFES$ /p
CONSENT. (760)- 633 -2770 �O Q �CHAEC Nq�
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT SIGNATURE: DATE: p •zz•1q 9p
PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE 15.ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT IA . A DOLINO
OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. PASCO LARET SUITER &ASSOCIATES � m No. 71651 o m
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE 535 N. HIGHWAY 101, SUITEA Exp. 12f3119 m
DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE 16.CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY
GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED UPON INSTALLATION OF VALVES. SOLANA BEACH CA 92075
IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS 858- 259 -8212 `;)P CIVIL
THE TREE REMOVAL. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ATTHE TEE WHENEVER POSSIBLE. IMPERVIOUS AREA RCE EXPIRES: 12 -31 -19 OF CNOk
18.FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1306 SQFT
EROSION CONTROL SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICTT, IMPERVIOUS AREA AFTER CONSTRUCTION: 4,376 SOFT
INCREASE IN IMPERVIOUS AREA: 3,070 SQFT EARTHWORK DATA
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RON MIX AT (619) 546-9017,24 HOURS A DAY. 19.ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2_5 H: 1 V
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON
TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE IMPERVIOUS AREA REPLACED: 11 036 SQFT MAXIMUM VERTICAL DEPTH OF CUT = 5_2'
MAXIMUM VERTICAL DEPTH OF FILL = 1.$'
(OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT 20.THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES CUT = 1,010 C.Y. FILL = 60 C.Y.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THEAPPROVAL OF THE ENGINEERING INSPECTOR. (CLOSED) AND APPURTENANCES. EXPORT = 950 C.Y
'
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY REMEDIAL= 830 C.Y. (4' REMOVALAND RECOMPACTION UNDERAND 5 OUTSIDE OF BUILDINGAREAS)
ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
DISTURBEDAREA= 15,486 SF (0.36AC)
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 BMP PROJECT STATUS
AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE,
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. STANDARD
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF
EACH WORK DAY. PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT
E WATER SYSTEM APPROVAL
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) POTABLE
WO# W590245
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
RAINFALL.
l0 It. I 10-7-4-1 q IS E% a S /
SIGN DATE SI DATE SIGN ATE R. AT ,SIGN DATE
NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DE NTA D BY: DRAWN SY: CHECKED INITIALS ENGINEERING ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: 2" IP W/ CONC COLLAR INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE MEI14DED: Jo APPROVE: GRADING PLAN FOR:
COE CONTROL POINT 1037 PUBLIC WORKS DATE: II 22 1°I 2206 COLONY TERRACE
LOCATION: 220' NORTH OF MANCHESTER AVE. BRIAN M. ARDOLINO DATE
PLANNING RONALD MIX 1 ®42'V //±±
& 85' WEST OF TRABERT RANCH RD R.C.E. INC.: 76151 ST NOWAK EDWARD J IMMER
RECORD FROM: ROS 18416 REVIEWER ' CITY NGI ER APN: 259- 210 -25
ELEVATION: DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR BRIAN M. ARD LINO EXP.: 12 -31 -19 DATE ' " DATE cDP: N/A SHEET 1 OF 3
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LOCATIONS SHOWN ON PLAN % RAI = THIS SHEET Er E LO r I BE MODIFIED W THOUT / �� rl
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LEGEND I (Ks 90.82) o O e 6" TRENCH DRAIN BY \ o O �I NEW 4" SEWER LATERAL
✓ �/ FJC. dRA1NAGE PIPE EX, 4' PVC I NDS OR EQUAL PRIVATE R >
PROPERTY LINE I I TO BE ABANDONED G PIPE �i ° " ? n m � I !
,r', i7RAlNA{� 1 E o � N � '� SEESHEET3
FDA" REBAR 8 CAP / . EX. + � I r� (FS 89.36) �1 S ` (FS 92.35) >FS 93.27 S S
- EASEMENT I 8 (FS 89.31) i (FS 90.81) FS 91.12) v \ n D S ( ) S
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EXISTING STRUCTURE w � LL I � ,:., t,ik,yt , , _, - . r. �,._ ,. } .:: � '�- °� = . LS 1$� PROTECT IN PLA �
'` - ► / �' "µ'ms rp +, °.�i..I"{t`22% �-- .. .. o ,
PROPOSED SETBACKS I I / i, j �> ^z - . 2 2 /0
PROPOSED BUILDING FOOTPRINT ` 3 I TC 90.5C 91.5 FL 91.2 r _3Y FC9 71 - --
LLI C' 8.0 S 91 0 EX. GAS MET ER p� SP3.21
8� 4 ) FS 90.0 ~ t ) r o^
R ' ) PROTET.IN PLACE 1.
PROPOSED ROOF ABOVE �° 5 =889 U, f r '
N FS 89.16
( ) FL 89.0 r ° j t
T jsE 6 "AC BERM PER SDR50° 3' ROCK -LINED EX. AS METER
✓ 1 f fi S
PROPOSED PERMANENT BMP AREA ; �. I ; 12' CURB E
13 {, '2'�Q:W :.,k t�...,• to "...°.• G -05 CURB CUTS 20' O.C. �``` `~•°•. '', / r�
Ct I sr4 r, FS 89 i ` -- SWALE W% 8..01 LARDS I .. A., A< r �_ � � `? r
b' PROPOSED CONCRETE -LL ,I4s s
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PROPOSED PERMEABLE PAVERS USIA' i (TC88.0) 1 ti' �` v E�CCT R -
r� I FS 87.5 t ✓ 3'x5' RIP -RAP ENERGY AP r vp
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PROPOSED ASPHALT - ` r I DISSIPATOR PER SDRSD 259-210-26'
59 -21 -
. ,,::... 5,55 k, _
m T(;' t 7. " �,; bD-40 NO. 2 BACKING
93 PROPOSED CONTOUR LINE, I ; ` s R (FS 87w
PROPOSED RETAINING WALL fT I (FS 87,6.8) ° m5„ 20'
L c OM ESMT. a
PROPOSED STORM DRAIN INLET `N 0 DMWD NOTE:
- - r fFr >EX, EDGE
--------- - - - - -- PROPOSED STORM DRAIN I V OF ppAVIN I t I�� EXISTING WATER SERVICE LATERALfOR APN 259- 210 -25 -00 WkLL BE x �
PROPOSED SAWCUT 30' I > RELOCATED BY OMWD TO LOCATION SHOWN. EXISTING SERVICE' g
3AD ESMT. 'I`� LATERAL NULL BE ABANDONED IN PLACE, °OWNER OF APN 1 X. C Ci JCETE
!f 259- 210- 25- 00°SHALL BE RESPONSIBLE FOR REMOVAL OF PORTION OF � ' " =
Iytttit , tt 12 tt ti , t 5 ...,_
PROPOSED GRIND &OVERLAY w a�� �,n, PRIVATE SERVICE T"PN 259- 210 -26 -00 LOCATED OVER APN
as , s 259- 210- 25 -00.
PROPOSED GRAVEL
✓� / -I- 1"- SERiffCE#crE ALT CTEDBYOMWD
USING EX. 1.5" SERV " E PER O�MWD B -1,1 TO 3> EX, HOUSE
11 p RiASc V SERVE APN 259 -21 50 (SEE 0 WD NOSE THIS SHE ; 1 SC R
C.L.E. TRI�iT Y,jjL3'^`
1 r SERV CE P V E� TER � � , "t �
GRAPHIC SCALE 111=10' �i" I I APN2�9-2 _o t4 �` } T A s o "
TO REMAIN °
s ✓ {j ✓ qti 4 ' t`�" r :. t 1 �� c j j EX. SEWER' e
I EX. WATER MFG] ER`s ? j ?_ QN!�T a
1 s_ ° W 1> TQ,APN 259= 192 -15
0 1 2O 3� nk `. - '�- PTO REMAIN
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DE SIGNED BY: DRAW BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
INITIALS INITIALS INITIALS
DESCRIPTION: 2" IP W/ CONC COLLAR INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC EN D: APPROVED: GRADING PLAN FOR:
COE CONTROL POINT 1037 PUBLIC WORKS DATE: II 22.19 2206 COLONY TERRACE //±±
LOCATION: 220' NORTH OF MANCHESTER AVE. BRIAN M. ARDOLINO DATE PLANNING ST NOWAK EDWARD J. W� IJ ER RONALD MIX 14 ®42'V
& M: 86WEST OF TRABERT RANCH RD R.C.E. NO.: 76151 CITY NGIN �F APN: 259 - 210 -25
RECORD FROM: ROS 18416 REVIEWER BRIAN M. ARDOLINO _6 ( 2_6
ELEVATION: DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR EXP;: 12 -31 -19 DATE DAT GDP: N/A SHEET 2 OF 3
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ADDITIONAL NOTES
1.
EROSION CONTROL MEASURES (EG. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON
SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS)
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE
2.
NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3.
ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
WIDTH AS REQUIRE
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
TO ACCOMODAI
2006 -27
ANTICIPATED TRAFF
LANDSCAPE EFFICIENCY BMP NOTES:
1.
ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2.
REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
3.
ERADICATION OF INVASIVE SPECIES
4.
REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5.
REPLENISHING MULCH AS NEEDED
6.
SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
7
FERTILIZING PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8.
MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9.
OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10.
USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP)
11.
MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12.
REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS HYDROZONE"
13.
MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING
BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
LEGEND
—X—X— SILT FENCE
GRAVEL BAGS
CONSTRUCTION ENTRANCE
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE IS2_1ED FOR THE PROJECT IJN71L THE REQUIRED PERMISSION IS OBTAINED.
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND - DITCH
C.HANNFI 17F RI INnFF Tn RF('HMFNT
COARSE
AGGREGATE
FILTER
FABRIC
GRADE
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BYA SOILS ENGINEER
SECTION A -A
CONSTRUCTION ENTRANCE
NTS
GRAVEL BAGS OVERLAP \\
o
p RUNOFF
cc
H
Ir
a
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
WITH ENDS OVERLAPPED
GRAVEL BAGS
NTS
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
i
i
�EX. AC MRPP '
2. STAPLE EXTRA STRENGTH SILT FENCE TO /
THE POSTS. POSTSARE TO BE SPACED I CLOSER THAN THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM) I /
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
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SILT FENCE
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AIL
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SHEET (TYP)
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p�+---ER. 4' vvc C�V TRANCE PER TC -1 AND PROTECTION PLR ' \,
N DRAINAGE PIPE \ \ DEETA' THIS SHEET SE -10 & DETAIL THIS._ \�,
6 `\�
SHEET (TYP) -`" s S S .., S
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x X X X X —x X X f`
�� �� A EX, GAS MEMT 7117
t „�"^ 3 z
INSTALL CITY APPROVED
40' PRIVATE RD EASEMENT VOID FILAGGREGATEnINOVOID� (N0.8) PAVER WITH RIC VOID BY
ORCO AQUABRIC OR CITY
DRAINAGE DITCH I pL i° TO 2” CLEAN WASHED COARSE APPROVED EQUIV
6° X 210 PCC FLUSH CURB
PER SDRSD D -75 I SAND FOR LEVELLING OR 6° X 27" PCC CURB
RETAINING WALL 20
PER SDRSD C-6 24' I CHOKER COARSE - 4" THICK OF
APN 258 °210 -26 n - r- - 3/8° TO 112" (NO.57) CRUSHED ROCK
RETAINING WALL APPROX. LINE WALL PER ARCH I fi X 21" PCC ROCK
- PER SDRSD C -6 OF EX GRADE I I FLUSH CURB A 6/ THICK MIN. PA110S &WALKWAYS
- - - - -- _______
_;'
---- - - - - -- 12 1
- - - - - - - _ '' - REFER TO MANUACTURER'S SPECS.
` \ v EX. AC FOR THICKNESS FOR FIRE APPARATUS
\� PATIO FS 93.6 FF 93.7 COURTYARD FS 93.6 ~ ` \ I ¢ PAVEMENT ¢ SWO EK LINED (H -20) LOADING - !F APPLICABLE
TO REMAIN m
- - - - _ PAVER DETAIL SOIL SUBGRADE
SECTIONA A NTS
4" AC OVER 6"
NTS 6 "x 16" PCC FLUSH CURB CLASS II BASE MIN.
DROUGHT TOLL:RANT
4" AC OVER 6" 6" AC BERM PER SDRSD PLANTS (TYP.)
CLASS II BASE MIN. G -05 W/ CURB CUTS 1�
/ I I V
_ � 12 MIN
2 NOJ LbAiJG t
' Z�
TRENCHRESUR RESURFACING
E; 18" LAYER EN�itt�lEER �� L � �l
P- "EMENT PER CITY OF_ ENCINIT ELZ} 3
-.. -- -SEE �� .[�F ='I
RESURFACPNG STANDARD ` WATER u -- v '
E$ EAR
-- --- - - - - -- -- °� ° °`' ' >.� "�° _`` -�-.` __ E#. GGME 80X ? I
/ 1 �. Ac aERr INSTALL' 4- ._$EWER LATERAL - - YE
--------- 77/- " EX. SMH #2 P R 74221 V 3/8" GRAVEL`
" / \
OF PAwNG \ I RIM 93.4t SDRSD _St -01. CONSTRUCT RIM 96.0
`DRAINAGE X.. !PE ~\ \ I IE 86.4 \ SEVI LEANODU VE#3 50���---- °"`r"r_— �i� I 2 ouq FaLE° iss7 - ' >- 1
/ - - - _ _ _ _ - 7" LAYER OF 3/4 GRAVEL i
f EX, AD — ry� ---- - - -- -- ., ---- _--- . —. - -- J - -- S - -- 5 - - - -5 -- 'J BIORETENTION _�,: ,I ,
% S - - - - - S - -� * *SEE NOTE BELOW -°
mac. _ _ _ F -.w.
ORET OIL" LAYER SHALL BE MINIMUM 18' DEEP' SANDY LOAM
SOIL MIX WITH NO MORE THAN 5 %CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND,
MANHOLE
15% COMPOST OR HARDWOORD MULCH, AND 20% TOPSOIL, FREE OF STONES, STUMPS,
G - `� - _ _ J ARM ROOT R SIMILAR OBJECT AND ALSO FREE OF NOXIOUS WEEDS
O
S J \ Ex. GAS ME ER v S' O S, A
----__ %/ Ba.LARGS l" ,j ,a- 4� ��a r -- °a_ - .- ..sr '- -_
^> t '° _ ® ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 7" BUT MAY BE DEEPENED TO
\ I z � �`� — —•� -- `�„� -- �'^� „ — — — — -- — _� �� � _ _ rv— INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA
OF THE BASIN SHALL BE LEVELAND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
n✓ \ _ / / 1 s tta AREA DRAINING TO IT ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6"
_
OF PEAlAllG \ \, -� SEWER CONNECTION EZC n. j } '1-'°" � / - -- _ �_. - � BELOW ADJACENT FINISHED SURFACE
~SCALE.• 1 ° =20'� i �. - — - 4
.. ( BIORETENTION AREA DETAIL
NOT TO SCALE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED ev: DRAWN BY: cHNII BY: ENGIN RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
.INITIALS IN TIALS 1 IT ALS
DESCRIPTION: 2" IP W/ CONC COLLAR TNT. DATE PLANS PREPARED UNDER SUPERVISION OF RE TT E D: APPROVED: GRADING PLAN FOR:
COE CONTROL POINT 1037 PUBLIC WORKS DATE: II 22 1°1Q ` 2206 COLONY TERRACE /+
LOCATION: 220' NORTH OF MANCHESTERAVE. BRIAN M.ARDOLINO DATE ''I _ RONALD MIX 14 ®42 -G
PLANNING S OWAK EDWARD J. MER
& M: 85'WEST 41TRABERT RANCH RD R.C.E. NO.: 76151 C CITY €NGI E APN: 259 - 210 -25 0)\�( , ) I RECORD FROM: ROS 18416 REVIEWER BRIAN M. ARDOLINO ' ��° 1 \ t1 / 26 7 �i
ELEVATION: DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR EXP.: 12 -31 -19 DATE DATE CDP: N/A SHEET 3 OF 3
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